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20050762 Approved Plans 050407 (Tahoma Terra Div 3 & 4) SE C . 24, T 1 '7N, ME ,E , W.M. ROADWAY AND UTILITY IMPROVEMENTS - - - 93rd Ave 5E - - - �- - - - - - - - - TAHOMA TERRA DIVISIONS 3 & 4 I� CONDITIONS OF APPROVAL : YELM, WASHINGTON 1. A MASTER PLANNED COMMUNITY BY TAHOMA TERRA PHASE 3-8, LLC � sF I I N.T.S. I . THE CONDITIONS OF THE MITIGATED DETERMINATION OF NON-SIGNIFICANCE ARE HEREBY REFERENCED I I s�so I CITY OF YELM AND ARE CONSIDERED CONDITIONS OF THI5 APPROVAL. I i P O OSED SHEET INDEX i I S E I I 2. EACH DWELLING UNIT WITH THE SUBDIVISION SHALL CONNECT TO THE CITY WATER SYSTEM. THE DWG# SHT# DRAWING DESCRIPTION APPLICANT HAS PROVIDED TO THE CITY A "WATER RIGHT CONVEYANCE AND RIGHT-OF-ENTRY I C-I COVER SHEET .a - SW Berry Valley R° d AGREEMENT". THI5 CONVEYANCE ESTABLISHES THE WATER CONNECTION FEES. 2 G-I SITE PLAN SCALE: 1 100 FEET DI ( DIVlin 3 G-2 TE5C PLAN ,.I ' I a I �� I C51 3. ALL CONDITIONS FOR CROSS CONNECTION CONTROL AS REQUIRED IN SECTION 24G-290-490 WAC. 4 G-3 LEGENDS, ABBREVIATIONS AND GENERAL NOTES 0 50 100 200 - 1 2 5 G-4 DI _ 1 Longmire St SE I �" O 6 G-5 MONUMENTATION PLAN 4. EACH DWELLING WITHIN THE SUBDIVISION SHALL CONNECT TO THE CITY 5.T.E.P. SEWER SYSTEM. THE 7 G-6 Pei OC�� CONNECTION FEE AND INSPECTION FEE WILL BE E5TABLI5HED AT THE TIME OF BUILDING PERMIT 8 R-I ROADWAY GRADING AND STOOM DRAINAGE SYSTEM ISSUANCE. 9 R-2 IMPROVEMENTS PLAN -. 7 D) 10 R-3 HORIZONTAL CONTROL: I I R-4 ROADWAY AND STORM DRAINAGE SYSTEM IMPROVEMENTS WASHINGTON STATE PLANE, SOUTH 5. THE APPLICANT SHALL CONNECT TO THE CITY'S RECLAIMED WATER SYSTEM. ALL IRRIGATION SYSTEMS ROAD "B" - 5TA.=29+73.00 TO 38+00.00 ZONE PER TCHPN - - -L- - - .- .- -1- FOR PLANTING STRIPS AND REQUIRED LANDSCAPING LOCATED WITHIN ANY OPEN SPACE, 5TORMWATER VERTICAL DATUM �e - 1 2 R-5 ROAD "B" - 5TA.=38+0.00 TO 44+88. 14 NGVD 29 t TRACTS, AND THE BOULEVARD SHALL BE SERVED BY AN IRRIGATION SYSTEM UTILIZING RECLAIMED WATER 13 R-G ROAD "C" - 5TA.=5G+4G.00 TO G5+00.00 THURSTON COUNTY HIGH COUN TY HIGH WHERE AVAILABLE. THE CIVIL PLANS SHALL IDENTIFY PROPOSED RECLAIMED WATER LINES, METERS, AND 14 R-7 ROAD "C" - 5TA.=G5+00.00 TO 72+00.00 PERT TY HIG H N PRECISION NETWORK VALVES. 15 R-8 ROAD "C" - 5TA.=72+00.00 TO 78+62.72 VICINITY MAP I G R-9 ROAD "D" - STA.= 101 + 1 3.88 TO 109+30.66 PRECISION NETWORK G. THE APPLICANT SHALL PROVIDE FOR A MINIMUM OF ONE "POCKET PARK" FOR EVERY 50 DWELLING 17 R-10 ROAD "E" - 5TA.= 124+77.57 TO 130+24. 1 1 18 R-I I ROAD "F" - 5TA.= 144+76.53 TO 150+24. 1 1 UNITS, OR A COMBINATION OF "POCKET PARKS", WITH A CENTRALLY LOCATED LARGER PARK, SERVING 19 R-12 ROAD "G" - STA.= I G3+76.00 TO 170+24. 1 1 aL THE PROPOSED SUBDIVISIONS. 20 R-13 ROAD "I" - 5TA.= 190+00.00 TO 194+70.57 I 21 R- 14 ROAD "Y' - STA.=200+00.00 TO 200+70.57 I f " n �6 397 3981 1 �I 2 3 4 5 Lv� 7 8 9 IO II 12 13 14 , 7. THE APPLICANT SHALL PROVIDE A FINAL LANDSCAPE AND IRRIGATION PLAN FOR TH15 SUBDIVISION AS ROAD K - 5TA.=2 10+00.00 TO 211 +28.01 A PART OF CIVIL PLAN SUBMISSION. LANDSCAPE PLANS SHALL MEET CHAPTER 17.50 YMC, OR AS 22 R-15 ALLEY I STORM DRAIN DE51GN AND DETAILS __ ,. __ _ _ _ _ __ __ R D 23 R-I G ROADWAY AND TESC SYSTEM DETAILS �" I " - Yr 15 AMENDED IN THE FINAL MASTER PLAN APPROVAL. THE LANDSCAPE PLANS SHALL INCLUDE DETAILS FOR 24 R-17 ROADWAY STREET SECTION DETAILS - IMPROVEMENT TO ALL POCKET AND COMMUNITY PARKS. 25 R-18 � _ r - - - = ,- _=- -�-�� , �/ 16 26 R-19 "OPEN_ - 7z J3 202 201 200 199 198 197 196 195 194 193 192 1911 ' 8. THE APPLICANT SHALL PAY A MITIGATION FEE FOR A REPLACEMENT POLICE STATION, WHICH 15 $3 10 27 R-20 ROADWAY SIGNAGE AND STRIPING PLAN / DETAILS AND NOTES I I 73 I 17 PER HOUSING UNIT. 28 R-21 CURB PLAN DETAILS __ 29 R-22 74 71 30 R-23 _ ` 217 218 181 182 183 184 185 186 187 188 189 1901 1 1 75 9. THE APPLICANT SHALL PAY A FIRE PROTECTION IMPACT FEE. THE IMPACT FEE FOR 2000 15 $0.2 1 G 31 R-24 O D G I 70 lfi 19 PER SQ. FT. OF NEW DEVELOPMENT. 32 W-I WATER SYSTEM IMPROVEMENTS - -- -- - - - - - - - - - - -- F ` - _a r arm s-r• �a .,y. � 76 69 ROAD "B" - 5TA.=29+73.00 TO 38+00.00 -~-` - `� _ a _- _. _ _ } i 77 I 1 zo 33 W-2 ROAD "B" - 5TA.=38+0.00 TO 44+88. 14 1 " i 0. THE APPLICANT SHALL DESIGN AND CONSTRUCT ALL 5TORMWATER FACILITIES IN ACCORDANCE WITH , ° 7 I I 34 W-3 ROAD C - 5TA.=5G+4G.00 TO G5+00.00 - - -- -- - 1 1` THE 1992 DOE 5TORMWATER MANUAL, AS ADOPTED BY THE CITY OF YELM, AND AS AMENDED IN THE 35 W-4 ROAD "C" - 5TA.=G5+00.00 TO 72+00.00 78 _ 78 68 i 21 ' FINAL MASTER PLAN APPROVAL. BEST MANAGEMENT PRACTICES (BMP5) ARE REQUIRED DURING 3G W-5 ROAD "C" - STA.=72+00.00 TO 78+62.72 221 220 219 180 179 178 177 176 175 174 173 172 171 1701 t � J I 79 1 CONSTRUCTION. THE FINAL 5TORMWATER PLAN SHALL BE SUBMITTED WITH CIVIL ENGINEERING PLANS 37 W-G ROAD "D" - 5TA.= 101 + 13.88 TO 109+30.GG I ' 67 1 i' I II 22 38 W-7 ROAD "E" - 5TA.= 124+77.57 TO 130+24. 1 1 AND SHALL INCLUDE AN OPERATION AND MAINTENANCE PLAN. STORM WATER FACILITIES SHALL BE z _ A So 39 W-8 ROAD "F" - 5TA.= 144+76.53 TO 150+24. 1 1 238 230 240 z 160 161 162 163 164 165 166 167 168 1691 66 23 LOCATED IN A SEPARATE RECORDED TRACT OWNED AND MAINTAINED BY THE HOMEOWNERS 40 W-9 ROAD "G" - STA.= I G3+7G.00 TO 170+24. 1 1 � o ROAD F 81 Ii ASSOCIATION. ALL ROOF DRAIN RUNOFF SHALL BE INFILTRATED ON EACH LOT UTILIZING INDIVIDUAL 41 W-10 ROAD "I" - 5TA.= 190+00.00 TO 194+70.57 j - - _- - -_- - - - _ _ ! 65 24 DRYWELL5. 42 W- I I ROAD "J" - STA.=200+00.00 TO 200+70.57 Ih ROAD "K" - STA.=2 10+00.00 TO 21 1 +28.01 w _1 _ - -�- axs ._a�� zz r I 64 25 I 1 . THE 5TORMWATER SYSTEM SHALL BE HELD IN COMMON BY THE HOMEOWNERS ASSOCIATION. THE 43 W- 12 ALLEYI WATER SYSTEM DESIGN D 741 159 142 1` �4' /I 133' -132 �` 83 1 44 5-0 STEP SEWER SYSTEM IMPROVEMENTS PLAN F- _ __ _1 a HOMEOWNERS AGREEMENT SHALL INCLUDE PROVISIONS FOR THE ASSESSMENT OF FEES AGAINST I I I 1 84 63 26 45 5-1 STEP SEWER 5Y5TEM IMPROVEMENTS LL 242 1 .j 1 158 143 134 131 1 m I I L INDIVIDUAL LOTS FOR THE MAINTENANCE AND REPAIR OF THE 5TORMWATER FACILITIES. ROAD "B" - 5TA.=29+73.00 TO 38+00.00 --� I 1 �[] 14 27 I . 1 85 62 B (; I 46 5-2 ROAD " " - 5TA.=38+0.00 TO 44+88. 14 243 157 144 135 130___ _ I _ 12. THE APPLICANT SHALL SUBMIT A FIRE HYDRANT PLAN TO THE COMMUNITY DEVELOPMENT DEPARTMENT 47 5-3 ROAD "C" - STA.=56+46.00 TO G5+00.00 244 I { CO i� 1 48 5-4 ROAD "C" - 5TA.=G5+00.00 TO 72+00.00 ,_- 156 145 „ I ,1[]136 129 I I �� 86 61 I ; ,-t 1 28 FOR REVIEW AND APPROVAL AS PART OF THE CIVIL ENGINEERING PLANS PRIOR TO FINAL SUBDIVISION 49 5-5 ROAD "C" - 5TA.=72+00.00 TO 78+62.72 �- O' APPROVAL. THE APPLICANT SHALL SUBMIT FIRE FLOW CALCULATIONS FOR ALL EXISTING AND PROPOSED „ „ 245 1 155 146 I 137 OPEN I 87 60 I 29 50 5-6 ROAD D - 5TA.= 101 + 1 3.88 TO 109+30.66 _ �U HYDRANTS. ALL HYDRANTS MUST MEET MINIMUM CITY STANDARDS. THE APPLICANT SHALL BE 51 5-7 ROAD "F" - 5TA.= 144+76.53 TO 150+24. I I 246 1 Im 1 154 147 11 I I 138 128 11 I I 88 1 RESPONSIBLE FOR THE INSTALLATION OF HYDRANT LOCKS ON ALL FIRE HYDRANTS REQUIRED AND 52 5-8 ROAD "G" - 5TA.= I G3+76.00 TO 170+24. 1 I 247 59 I ^ ' 30 53 5-9 ROAD "I" - STA.=190+00.00 TO 194+70.57 _1 153 148 1 ( 139 1 z7 8e I IQ INSTALLED AS PART OF DEVELOPMENT. THE APPLICANT SHALL COORDINATE WITH THE YELM PUBLIC 248 WORKS DEPARTMENT TO PURCHASE AND INSTALL REQUIRED HYDRANT LOCKS. HYDRANT LOCK DETAILS 54 5- 10 ROAD ''J'i - STA._200+00.00 TO 200+70.57 29 j- § '' l�l52 149 (, I_ 1 t40 126 1 - 1 90 58 1 ) �/ 1 ROAD K STA.-210+00.00 TO 21 1 +28.01 I i 57 1 i 1 3 55 5-1 1 ALLEY I STEP SEWER DE51GN 250 151 150 J 141 125 J 1 91 SHALL BE INCLUDED IN CIVIL PLAN SUBMISSION. -----I- IP 5G U-I UTILITY DETAILS --_ _ -_J - - - - 13. STREET LIGHTING 15 REQUIRED. THE APPLICANT SHALL CONTACT INTOLIGHT TO PROVIDE A LIGHTING 57 U-2 � =°T - s ' I 92 56 1 11 32 Ma Po i£ / 33 58 L-I LANDSCAPING PLAN -- -._ �- . -� _ • .W, DESIGN PLAN FOR REVIEW AND APPROVAL. 59 MB-I MAILBOX PLAN -- - _ - - - _.. __ -- _ -_ __ ._ I I 93 ss E, i6 287 288 2_891 � �112 I I3 I I4 1 1 5 1 16 1 17 I I8 I I9 120 121 122 123 12� ! 14. PRIOR TO THE SUBMISSION OF FINAL PLAT APPLICATION, THE APPLICANT WILL PROVIDE THE 94 54 34 COMMUNITY DEVELOPMENT DEPARTMENT AN ADDRESSING MAP FOR APPROVAL. - _ -� _�__. �__ AID = _�_ _ /1 PROJECT INFORMATION: �'� "� �..� _ 15. THE APPLICANT SHALL PROVIDE A PERFORMANCE ASSURANCE DEVICE IN ORDER TO PROVIDE FOR 253 292 291 296 I 1 1 1 10 109 108 to7 106 105 104 103 102 101 100 99Y� f 1 9s / MAINTENANCE OF THE REQUIRED LANDSCAPING FOR THI5 PLAT, UNTIL THE TENANT OR HOMEOWNERS' OWNER: TTPH3-8, LLC - ASSOCIATION BECOMES RESPONSIBLE FOR LANDSCAPING MAINTENANCE. THE PERFORMANCE OWNER ADDRESS: 4200 GTH AVE SE SUITE 301 --== _ ==; _ 96 51 LACEY, WA 98503 -' '.� t �� OPEN / / 9/ ASSURANCE DEVICE SHALL BE 150 PERCENT OF THE ANTICIPATED C05T TO MAINTAIN THE LANDSCAPING . / P, 37 97 so FOR THREE YEARS. �..� SITE ADDRESS: UNASSIGNED � �p � �"''` 98 38 SECTION: 524171 E 1109b- 48 OPT 49 ?t LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 17, RANGE 1 , E PARK 39� _ � -_� �� '1 QUARTER, NW, SW AND 23-17-1 E, NE, 5E PLAT TAHOMA TERRA PH I , DIV I TR (; - �`, 40 (FUTURE PHASE) DOCUMENT 3830707 _ ( 47 46 \ - / 44 APPLICANT: TTPH3-8, LLC 4 _42 4 I LEGAL DESCRIPTION PARCEL NUMBERS: 7864000002 I , 78640000022, 78640000023 TRACTS 18, 19 AND 20 OF THE PLAT OF TAHOMA TERRA PHASE 1 , DIVISION I ZONING: M PC - "- _. .- '- - -__B.�L, EXISTING TAHOMA VD. ! _ - 51TE AREA: 42.2 AC - z AS RECORDED UNDER AUDITOR'S FILE NUMBER 3830707, RECORDS OF THURSTON COUNTY, WASHINGTON. OPEN SPACE PROVIDED: 397,404.34 S.F. TOGETHER WITH AND SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS, NUMBER OF LOTS: 200 RESTRICTIONS AND RESERVATIONS OF RECORD. AVERAGE LOT 51ZE: 5,000 S.F. SITE PLAN SEE DWG.G-1 DRAWN BY DESIGNED BY NLA TWT CALL �4�ci• , .� TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8 LLC CALL UNDERGROUND LOCATE TWO SHEET 4s HO �,.� � � _ CHECKED BY APPROVED BY BEFORE YO DIG YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING NO. CDP/TWT MRS U Consul ting Engineers -800-424- 5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 OVED FOR CONSTRUCTION C 4/6/2007 Lacey, Washington 98503 �1�� COVER SHEET A¢ <360) 292-7230 Fax (360) 292-7231 �� 4}�� B/ _ - DATE: S C A L E: DEVELOP ENT R W ENGINEER N0. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED AP IFAt`EXPIPES ONE YEAR AFTER APPROVAL DATE: I E OF 59 5EC . 249 T17N, R1E , W.M. I - - - T - - - - - - TEMPORARY CUL-DE-SAC 93rd Ave SE I I I I TEMPORARY CUL-DE-SAC 1 `< �-- I I - -- - -I I I , I rnrn NI I X I �: •- � I s I I 287 ! 8- -I - ---- ----- - ------ - - -- - I�! f>: ,�'� f ��" s I Y N.rs. > I I I I I I I � I � 20 o i P 397 PHASE LINE 250 149 248 247 24, 245 744 _43 242 239 220 I I 288 -- - F 3 o -I I� - - I c ITY OF YELM/ - 291 1 - 1 '1 1 240 21 q � 1 396 I 1 O OSED FUTURE . �. _ O 2 . � 89 - - '° - --- - --- -_ -_�_ 1 S E 100.01 100.01 100.01 ' 98 j I - N I D g __ - I�I O + 8 18 I �' SW Berry V°Iley Rod g ---- - - +- - - - - +- -- - -- --i - g EN O 8 290 _ e PROPOSED - _ n oo si+oo !92+00 �3+00 _ 9 iov t P t 1 t8 t - - - --- 8 it� s 9,.45 --6133°- - _ n_. -r__a -g -_ F00 $ DI DIV 1 _ _ _ ---=TT _ U7 N sty I 7's g $1 I I I S *' 16 100.01 }02.68 DIV. 3 4 �� - . 9 � F,. - - t i .�, I I 1 - ��- ys.:.,�'., yt. `-n ::r= 00.0 100.01 i L15 "-'TM--�,_ I •� C ) I - - N uJ < I 1 1 2 26.89 50.01 +0.00 '40.00` 40.00~ 40.00 50.00 50.01' `7 0 8 a _ +- f�l I 93.18 a w _ � � S 179 � � 6 -- - - - -- -- - -- - - - - - - �i �; 100.01 102.63 f I , � � - _ � _ � 160 - _ ( 2 I •ae 2.63 ! D i 1. 4 1 10 91.34 I ( R AD I I I$ $ !8. 0 182 199 o /m ROAD K DI 100.0E 100.01 1' I ° $1 Longmire St SE O FUTURE i °` I Y r , I r 98.74 N g 1 13 g1 I 115 I 8 152 8 1 538 154 8 155$ 156 8 ! 578 158 8 159 ' _ (< I ----- - - - - QO ` o i V a 6-1 g g o o g o 0 o v a I 102.34 $ 0 I r 109 +.. 16 I 100.01 D I $ I I �^ ( g 9/.J4 12'1 �i $ $ 1 78 18 8� 100.00 I LPN I I sPS9� V 7 8 , ;; Q n bate Y ) I 1 1oo.m 100.01 1 83 19.5 Q IW I 91.34 114 I g g 8 ' t /// 2 ! ! PARK O / J' g 108 8 91.J4 I k I 52.27 50.01 40.00 40.00 40.00 z 40.00 40.00 $0.01 52.27 m I G2 s 177 �I"; 100.01 102.06 8 I I •34 115 181 I } Is. - - -1- - - - - r } - e ° I I 100.00 -1 -ore - _l ll L` / 8 107 91.34 I I 'V ! 100.01 100.01 I 8 184 197 8 \ I I� g Sf T g I I 91.34 I 1 I G I d 18' 150 9 149 9 14,59 1479 14G g 1459 1449 143 8 142 - I ! ° 8 $' / I c g ° c g 8 g 9 1 8 - + I I OG fJ I G3 17G !� 100.01 10177 3 I I .8 $ 91.34 I I , l 8 �'100.01 100.01 185 s 19G . kl 9134 J 117 I ° ��„\ _.. _- -_ -- -- - -- - -- --- -- -- i I I / 105 8 27.63 or - - - - - - 50.01_ c°� Ut I VICINITY MAP 50 40 00 40.00 40.00 4000 40.00 26 89 I n g 100.00 � _�-�.�-�.u�. �a Igl I G4 g 175 ! 1 -) � 100.01 101.46 I q Q 91.34 i fi 1 15 °I + _ - I g 4 1 104 I O zoo+oo - 20 +oo -2oz oc ---- cos+oo 100.01 100.01 18G 195 �I $ 9f34 I --- --- - -- ---- _ _ _ _ -_:_ - - . _ _- -_ - - - -- I O S g + ! O I c'1 10000 I _. _�,_� _a� _� _._ __ _ __.,-_ __ u� _,�._ . ._._ _,_a_ 91.34 I 19 O - n (�' I I g - - - - - - i G5 $ $I% foaot i. +° /0"-28.89 50.01, 40.00 40.00 40.00 40.00 40.00 2°50.01 23 g! g 174 101.19 103 ° _ _ ° ,g i GENERAL NOTES ( g I e 1 8 91.34 I I 100.01 100.01 ( �I ' $ sal r RO D J 187 1 94 I I 5 91.34 8 120 8 I ( I 1 I ( g 81 8 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND 1 � X298 d' $ 102 I 91.J4 1 14 I 14 8 8 8 1 378 13G 8 I 134 8 133 i I I GG 173 I I ;i I 10000 THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, OPEN I $ �I s 0 s 1 395 138 s s s 35 s s " (8 8 1$I` G. 100.01 100.90 BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT TO DIVISION 1. 91.34 I2I gl 1 1 ( { 100.01 100.01 - 1 8 8 , /' I O I I I S I ��. 1 188 s 193 $ 81 2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, -R_ A 8 91.34 I I Igl I G7 172 I 1 8 18 G AND FEDERAL APPROVALS AND PERMITS. so.,c o ` - 1 N I 12 2 I 1 : - , 8 81: _ I I I 91.J4 ,D- '- 100.01. 100.01 I 100.01 100.61 52.27 50.01 40.00 40.00 40.00 40.00 40.00 50.01 52.27 100 91.34 °f 1 z o I o I 100'00 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, ( I ( �' $ I. 8 `dl 8 i�i : I I G8 1 71 ! I 189 s 192 q ( SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 91.34 1 23 I , 18, $ 8 $ L 125 -' � 100.01 100.01 1 I I � ($ 7 8 1 2G 9 1 279 1 289 OPEN§ 1 299 1 309 1 3 1 1 32 4. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM CONSTRUCTION INSPECTION 99 1 ( 8 I 100.01 roo.J2 18 ry DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. � 91.J4 �GI ° ° s s s s s s s w i ry z I G9 8 170 ` 99.74 I 190 0 191 i i fv Q. q `\ \ , ,0550 � � � _.. ,_ a _. - _ __ __ _ ___ � j ,� G.�b > \ ` I 1 5. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED 31.18_ _. �C+ _ I 27.8J 50.01 40.00 40.00 40.00- L 40.00 10.00 -50.01 26.89 u I 75.38 74.64 ( I BY CONTRACTOR. v 1 75.38 G _ - PROPERTY �°,T.. . ..,.,._. - -s 7_�-R._.. I Y + ---- - -- I---- - --- --.I -- --- --- - �_ ._ 99.13 '�- 3a+00 35+CO J5+ 37iC0 38+CC _ ... _ 40+00 - .__.-_ -____ - --_ LINE I g , o T_� �D A�} D __ UTILITY CONTACT LIST - i { $ 45 ( C78 1.� 1 '°°,_",.o,,•:.-, �.,: �i �-'a.r° - " a:� Tz 97 6 65 0_ - -50,01 50.01- _40.00 40.00 40.00 40.00 l6 50.01 50.01 50.01 50.01 50.01 $0.01 50.01 50.01 40.00 40.001 0.01 50 01 '40.0 40 00 _ 1 1 '(+ ° 8 9 PROPERTY PUBLIC WORKS CITY OF YELM I -(3G0)-458-8406 os STORM DRAIN SERVICE: CITY OF YELM I - f ,09.50 i I so a 9G RO D B 9&52 LINE z (3GO)-458-8438 ( 76 75 6 74 s 73 8 ' h 44 I�In v 95 79 78 u- (` ( 8' so k 9'4 82 8 I 80 77 w 8 8 O ° ° 10 WATER 5ERVICE: CITY OF YELM I -(3G0)-458-84 I 0 48 ey ?s ao3t 93 i$ 92 .9 91 9 90 89 9 88 $ 87 $ 8G 45 85 $ 84 83 S 8 N ( 8f 43 ,°1 �'� �� 39. I I 97.91 SEWER SERVICE: CITY OF YELM 1 -(3GO)-458-841 I 50.21 3&20 L3 40.00 L2 31.69 TELEPHONE SERVICE: YCOM NETWORK 1 -(3GO)-458-7701 ( 49 40.17 51.94 60.34 1 9585 ��,, 50 40,OSe✓l 50.21 40.17 60.00 Ii + O 50.21 50.21 50.21 60.00 60.00 �° R t $ 11 51 s +cr �„ 'a 50.42 80.00 6000 8 POWER/GAS SERVICE. PUGET SOUND ENERGY I-(3G0)-459-102 I - J N S 46.08 50.01 50.01 40.00 40.00 40.00 40.00 rn 5001 50.01 50.21 g9,79 z I-(800)-32 I -7779 42 wo 52 � 50.01 50.01 50.01 50.01 50.01 50.01 Z G9 � 70 $ 7 1 N 72 9729 ( \ - ( 9147 Y"o "``�e w 53 0 w GG G7 ° t7Cl 8 O 1 CATV SERVICE: COMCAST I -(800)-2GG-2278 I G4 0 8 I _ _ � � -. G 2 t 8 55 5G 57 58 a 59 - GO o o G I 4 I 80.00 6 - BLOCK WALL �T _ _ ❑a I { C\ \` `�' t;_ _- �8 60.00 ` - .- qu I � _ _ r.� z i:a I 39 `` .;' .,.. \ ,e H A t m_ �' v T�.l.s G9aI.� ,.. � .: :.n ., .. '� .,, ..�9 C q I k -55.00 C _C z �,< 38 p6 "�:a.± T,- D`�+M ---•____ ---- _ ' �-____--_ - - - - t_ _ +OUP- '-'�-- s' �_ -•e yar: 55.00 - D a C s - 9 - _ D+ 0 7,.0D ,�TT�1 -- _ y� 5s.� -� m -1 37 0 --` " 55.00 s5 c CLOUDING REPRESENTS ROAD 1, ➢ _ �. C4t $ 3G �Of.:.. ,. 2 '�J 0 ° 1 8 g $ 1 5 1 7 8 I G _ TYPE(5) TYP. SEE SHEETS R-17 19 8 14 t R-18 FOR DETAILS J'a 1 S AD C 2 1 8 20 8 w 7 1 g ' ' Cu 35 0 o = ➢ c4 $ 34 8 3 3 ° ° 2 G 8 2 5 8 24 8 23 8 2 2 $ 'Co 52.08 62.95 67.62 O $ 32 V y 27 °° 7� 1 c4, 8 3 I $ 30 °g 29 g 8 28 8 8 55.00 55.00 55.00 55. 1 OPEN SPACE °° C40 55.00 cJ9 cts c22 55.00 55.00 55.00 OPEN 5 PAC E A 70 low- SITE PLAN- SCALE: 1"=80 FEET LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE NO. BEARING DISTANCE NO. BEARING DISTANCE NO. DELTA RADIUS LENGTH NO. DELTA RADIUS LENGTH NO. DELTA RADIUS LENGTH NO. DELTA RADIUS LENGTH N0. DELTA RADIUS LENGTH N0. DELTA RADIUS LENGTH O 40 80 160 ---- ------------ -------- ---- ---------- -------- --- ----- ------ ----- --- ----- ------ ------ --- ----- ----- ----- --- ----- ------ L I N 01 40 43' E 14.61 L20 S 89'10 11' E 19.63 C1 42 22 59' 57.00 42.16 C19 90 31 01 ' 25.00 39.50 C37 235 27 1440.50 65.14 C54 9935'49" 15.00 26.07 C71 87 56'03" 35.00 53.72 C88 34 2636" 25.00 15.03 L2 N 01'40'43" E 8.44 L21 S 89'10'11" E 17.50 C2 39'00'11 57.00 38.80 C20 90 31'01' 25.00 39.50 C38 2 35'27" 1440.50 65.14 C55 89 0906" 15.00 23.34 C72 1'34'40" 635.50 17.50 C89 2 31'51"' 1330.50 58.77 L3 S 01 40'43" W 20.00 L22 N 01 40'43" E 10.82 C3 37'38'40' 25.00 16.43 C21 235 27 1330.50 60.16 C39 235 27" 1440.50 65.14 C56 90 50 54 15.00 23.78 C73 3'04'04" 635.50 34.03 C90 23527" 1330.50 60.16 L4 S 88 50'19" E 8.72 L23 N 01 40'43" E 6.07 C5 84 25'19" 18.00 26.52 C22 2 3527 1440.50 65.14 C40 2 3527' 1440.50 65.14 C57 89'09'06" 15.00 23.34 C74 3 0441" 635.50 34.14 C91 23527" 1330.50 60.16 L5 S 04'25'00" E 12.39 L24 S 26'06'33" W 15.40 C6 3738'40" 25.00 16.43 C23 2'10'03 1274.50 48.21 C41 23527" 1440.50 65.14 C58 90'50'54 25.00 39.64 C75 3'05 51" 635.50 34.36 C92 2'1455" 1274.50 50.02 L6 N 01'40'43' E 10.00 L25 N 83 52 11 W 14.66 C7 3558'29" 57.00 35.79 C25 0 27'00" 1274.50 10.01 C42 2'3527" 1440.50 65.14 C59 89 09'06" 25.00 38.90 C76 224224" 579.50 229.66 C93 2'14'53" 1274.50 50.01 G8 27 05'25" 57.00 26.95 C26 0'08'15" 1330.50 3.19 C43 23527" 1440.50 65.14 C60 90'50'54" 25.00 39.64 C77 9'10'08" 193.00 30.88 C94 2'15'04" 1274.50 50.07 L8 N 01 40'43" E 10.00 L26 S 26 03'53" E 14.84 C9 15'15'36" 57.00 15.18 C27 23527" 1330.50 60.16 C44 23527" 1440.50 65.14 C61 89 09'06" 25.00 38.90 C78 1475931" 193.00 50.50 C95 2'15'27" 1274.50 50.21 HORIZONTAL CONTROL: L9 N 01 40'43" E 10.00 L27 S 813445" E 12.93 C10 9050'54" 25.00 39.64 C28 23527" 1330.50 60.16 C45 23527" 1440.50 65.14 C62 90'50'54" 25.00 39.64 C79 1636'16" 193.00 55.93 C96 2'16'03" 1274.50 50.44 L10 N 01 40'43" E 10.00 C46 6'11'20" 670.00 72.37 C63 1 52'13" 670.00 21.87 C80 531'29" 1545.00 148.98 C97 2'16'52" 1274.50 50.74 WASHINGTON STATE PLANE, SOUTH C11 89'09'06" 25.00 38.90 C29 2 3527" 1330.50 60.16 L11 N 01'40 43 E 10.00 C12 90 50'54" 25.00 39.64 C30 2 35'27" 1330.50 60.16 C47 9359 13 25.00 41.01 C64 41'17 46 57.00 41.08 C81 90'50'54" 15.00 23.78 VERTICAL DATUM L13 S 8850'19" E 10.00 C48 90'00'00" 35.00 54.98 C65 3031'51" 57.00 30.37 C82 2'00'58" 378.00 13.30 C98 4'00'03" 1274.50 88.99 ZONE PERTCHPN C13 89'09'06 25.00 38.90 Cif 2 35 27 1330.50 60.i6 C99 2'1536" 1274.50 50.27 NGVD 29 � L15 S 89'10'11" E 10.00 C14 9050'54" 25.00 39.64 C32 23527" 1330.50 60.16 C49 71'4454" 48.84 61.16 C66 3430'08" 25.00 15.05 C83 0'08'15" 1330.50 3.19 L16 S 89'10'11" E 10.00 C15 89'09'06" 25.00 38.90 C33 23527" 1330.50 60.16 C50 1084326" 25.00 47.44 C67 435328" 57.00 43.66 C84 2'15'09" 1274.50 50.11 THURSTON COUNTY HIGH PER THURSTON L17 S 89'10'11" E 10.00 C16 9050'54" 25.00 39.64 C34 227'12" 1330.50 56.97 C51 11'47'02" 635.50 130.70 C68 25'02'09" 57.00 24.91 C85 2'14'55" 1274.50 50.02 PRECISION NETWORK LIS S 89'10'11" E 18.63 C17 8909'06" 25.00 38.90 C35 23527" 1440.50 65.14 C52 81 5835" 25.00 35.77 C69 7'00'56" 384.00 47.02 C66 2'1453" 1274.50 50.01 COUNTY HIGH L19 S 4 25'00" E 1.93 C18 89 2859" 25.00 39.04 C36 2 3527" 1440.50 65.14 C53 22 5051" 137.00 54.63 C70 82'12'04" 25.00 35.87 C87 15429" 1274.50 42.44 PRECISION NETWORK DRAWN BY DESIGNED BY �4�oR., ��,� TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8 LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS �,�� CHECKED BY APPROVED BY YELM, WASHINGTON WORKI DAYS BEFORE YOU DIG BEFORE YOU DIG - DRAWING N O. CDP/TWT MRS Q Consul ting Engineers ' -800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 A ROVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 � �' 0' BY: DATE. ' G-1 (360) 292-7230 Fax - �� 1 SITE PLAN S C A L E: 360) 292 7231 �-I " DEVELO MENT REVIEW ENGINEER J 0 B No. : 406030.04 NO. DATE BY CHD. APPR. REVISION AS NOTED XXPM= 02/97/01 ` APPROVAY EXPIRES ONE YEAR AFTER APPROVAL DATE: 2 OF 59 SEC . 24, T17N, ME , W.M. - - - -- I { I '� 10 N.T.S. I I sus, —�— — I CITY OF YELM TEMPORARY CUL-DE-5AC P O l OSED I I TEMPORARY CUL-DE-SAC DRAINAGE DA51N BOUNDRY I I S1 TE I I \/1\ ,,, _ �/ �...` W Be y Vol y R- -1 - - 1 - -- _ -__ _ z.3 -- ----- --� S rr le o d-- __ --- ----- T I I, .� ; DI H N 87 I _ . 7 A LI E _ ;2 3 9 �.�:`,s z I � -- -- - I 50 249 > 2.17 246 245 _. 14 243\ 242 I L I 11 I { 2 85 I 7 I } — --- — — -- I' F RE ;I f; 91-- -.1. I t -- -- —" }— I / i 40 Long mire sc SE — — — — y r I -- M I V 6 9 � - - i 1 + i' J + - I . 3jsi+~oo '� isz+ � 3+00 OPTS - . ►�� 112 i I ` '� � - - - '�`= = - _ - —- - ��. � i ��, �., �• I r.�° _ O III / 1 10 \ / /- { 1 I I I I3 I NI I 151 15 153 _.1;54 155 I 6 1 158 1 9, z ✓ FOTURF� i / I � �: f I 1 0 � 2 O / --- Q F I 1 1 4 I I �L I I — TY j DIV. 7 8 I\\ -R NOI 1 '� 108 / 162 I7 ) - • f— fvv I �. i v t I }� I_ I 1 15 I ( 7e `I 1 \� \ VICINITY MAP I - I6 I 1 1150 14 148 147 146 5 3 !'�2 (' I63 —► I 176 1 -- I06 :}. IQ I ` 1 I85 �6 t7 1 I 1 I II I I — — — r 105`� � � � 110 I � 175 I � CONTROL NOTES I 117 3 I -` 1 4 EROSION C \ I F 18 195 Z �-► \a' i � I \ / / �) 118 _ INSTALL FILTER FABRIC FENCING AS TO CONTROL SEDIMENT RUNOFF PER ' 200'00 I+ 2 2+ + 3 / . I (1� 3 SD PIPE F'ER TAHOMA 1 I \' !. / _ ~ - - - - I I O 9 : ` —�.— -� 165 74 + DETAIL ON SHEET G-3 AS REQUIRED BY CITY ENGINEER OR DESIGNATED / I I >. � I - \ / — OA a .L I 7 {-I` I IQ 5 PERSON. --_- ' 14 I 14 139-'"I 38 137 I � ..I 35 13 \ 133 J "��-" ,� ,� } - �' (j ` O INSTALL SEDIMENT PROTECTION SILT SOCK#3003 STREAMGUARD INSERT AT I 3 �1 ( I NEW AND EXISTING CATCH BASIN LOCATIONS PER DETAIL ON SHEET G-3. � � -- - ' � '� " ` � --- I �s , I 167 17 1 1 a l MAINTAIN SILT SOCK UNTIL SITE 15 PAVED AND STABILIZED. CONTRACTOR IS-�TI T/ OND -- µ* 9 �_ ( I ._G.I ,1 ------- ( I \,. SHALL ENSURE THAT SEDIMENT DOES NOT FALL INTO CATCH BASIN DURING TAH� A"�CS.ULEVARD - - / i I J II. 8 - 8 ----- I r. / \ /I I O g I 192 REMOVAL OF THE SILT SOCK. I! RE O I — ` / I I 3 1 I w 7 MROOEM E N_ �\{ I ENTRANCE PER DETAIL ON SHEET G-3. • \ �•' �: I _.. 1 26 127 I 8 I�2I I t INSTAL O RUCTION E _ �\ 3 L C NST 170 � . + ~ ,. INTERCEPTOR' ITG�H / /. _ — — _ ] — — — — _ — — _ — y/ I \ — — — — / > I ��_ _ \— — — ( FOR ADDITIONAL EROSION CONTROL NOTES SEE SHEET GG=3 WG. G-3 FORTY �CAL • � � - i r _' \- CR05.S-56CTION AND - -- x GRAVEL CHECK D M DET I.L// \ �_ ' x98 ` .. 3,+00 —+ 9\\w � + 42+00 43 \ 44'+0 3 _ ` i GENERAL NOTES: , s I PROPERTY LINE 1 . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM - -- 1 776 5 7 OPE. ` I STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD 8 4 ` g I `O 79 78 10 R ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA 9 1 9Q �9 8 `85 8�' 8 \ I 5PECIFICATIONS FO \ v v P P R INE \ / I + \\ ` f _ - _ P SUPPLEMENT TO DIVISION I. I a J _ 1 �. T M RARY �EDIMENfi`TRAP•,(fYP.,) � / /` f•� 3� � � t _ _ � � � \ � � I 1 �� , I 2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. v SEE ETAIL, S.f�1T. 0 i I -5f - 7 / I / I 3 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE 'x \ \ 6 69 ' / I APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION \ _ \ 1 1�a6 x� ` ., `\. \ - t5 j -- 67 / 51TE AT ALL TIMES. `65 � \ 1 6 i 62 \. - / _ ;— UCTION MEETING SHALL BE HELD WITH THE CITY OF YELM CONSTRUCTION _ J 4. 56 ;�7 58 9 6Ci� _ / .. A PRECONSTR + \ INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. 344 \ \ �� / — T� 76.( rn LOCATIONS SHALL BE FIELD \ - \� � � , w r 1 _\� = l - -r � ;,. . `""` ` -- •L--"" +0� I 5 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY EXACT LOC VERIFIED BY CONTRACTOR. / r+ - - - - - \ TEMPORARY SEDIMENT TRAP 20 I \ 18 \ 14 SEE DETAIL SHT. G-3 \ — j � � I 22 I \ f- TAHO A TER ltTi-F� M -LYN(ASTE _ -- - _ I TER� �I�TQR:DI.TE�� _ . ��-"- �, �- _ _ - .cam-_ O - SEE DVwG - >` R __� - - __ - - - - - ��• - - -r- =iNT€RCEPTOfG - -- N D OMMUNITY \ __ _ _ TYPICAL CROSS/5,1z, ROSS S��TION \ ---- - - - _ --- - - -=- - --_ 1 \ \ — __ ---f _ _- ---- �� - --_^_- %• -- -- S€ETIO :ANkC ©AM DETAIL 1 AND GRAVEL �,�CK DAN1 \ '-- _ ---- - - -- - - _ --- - - - li_- -_ -- \ �� 'EN ��=DETAIL\ _C50 - - - - - — - \ -- _ _ - C R&-IN BAS�I� \A), PROPERTY LINE -- - - •••�- ,...."' _ — �. \ \\ \ -- - - ------ - _ --- — - -- -- _ _ _ _ CREEP~ -- - --- _ - - ---- ��- - — HOMPSON _ T CREEK BUFFER LINE _ - - _ - - - -- -------� " _j — r: SCALE: 1 100 FEET \ . w _ ��- /'� _ - __ -- ___ _ �._--__ ��' 0 50 100 200 r Z 11 am— CREEK BUFFER LINE PROPERTY LINE ----_ - - HORIZONTAL CONTROL: - ` WASHINGTON STATE PLANE, SOUTH ZONE PER TCHPN VERTICAL DATUM NGVD 29 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH PRECISION NETWORK DRAWN BY DESIGNED BY �4�oA., �� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HO URS 'a'.'�' WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY � � YELM, WASHINGTON DRAWING N0. C E TWT MRS BEFORE YOU DIG Consul Ling Engineers 4 -800-424-5555 1-800-424-5555 P VED FOR CONSTRUCTION DATE 4200 6th Avenue, Suite 309 G-2 4 DATE Lacey, Washington 98503 n1 C PLAN BY: -" _ _ DATE: �/ �6� (360) 292-7230 Fax (360) 292-7231 loxes�` �.0 TES DEVELOP NT REVIEW ENGINEER SCALE: PPROVAI.E N0. DATE BY CHD. APPR. REVISION J 0 6 No. : 406030.04 AS NOTED 02/�7'/Oy PIRESONEYEARAFTERAPPROVALDATE: 3 OF 59 SEC . 24, T17N, ME , W.M. STANDARD EROSION CONTROL NOTES EROSION CONTROL IS NOT LIMITED TO THE ITEMS ON THESE PLANS. THE THE FOLLOWING STANDARD NOTES ARE SUGGESTED FOR USE IN ER05ION CONTROL PLANS, CONTRACTOR 15 RESPONSIBLE FOR THE INSTALLATION AND MAINTENACE LOCAL JURISDICTIONS MAY HAVE OTHER MANDATORY NOTES FOR CONSTRUCTION PIAN5 THAT OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR ARE APPLICABLE. PLANS SHOULD ALSO IDENTIFY WITH PHONE NUMBERS THE PERSON OR FIRM PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE RESPONSIBLE FOR THE PREPARATION OF AND MAINTENANCE OF THE EROSION CONTROL PLAN. F STORM DRAINAGE DESIGN MANUAL r I G B 2 TAKEN TO PREVENT MIGRATION OF SILTS TO OFFSITE PROPERTIES. STANDARD NOTES: FILLER FABRIC MATERIAL 60" ROLLS TO STAPLES OR WIRE RINGS TO ATTACH 1 . APPROVAL OF TH15 EROSION/5EDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE FABRIC TO WIRE GENERAL NOTES: AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DE51GN (E.G. SIZE AND LOCATION OF ROADS, 2" x 2'X Ia Go WIRE PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). FABRIC OR EQUIVALENT 2. THE IMPLEMENTATION OF THESE TESL PLANS AND THE CONSTRUCTION, MAINTENANCE, 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR REPLACEMENT, AND UPGRADING OF THESE TE5C FACILITIES 15 THE RESPONSIBILITY OF THE USE ADAPTER SKIRT RETRIEVAL STRAP ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT TO DIVISION 1. APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION 15 COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING 15 ESTABLISHED. T 2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON TH15 PLAN SHALL BE CLEARLY FLAGGED 2.0' 49" 36„ AND FEDERAL APPROVALS AND PERMITS. IN THE FIELD PRIOR TO CONSTRUCTION, DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVr A COPY OF THE APPROVED BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE TE5C FACILITIES SHOWN ON TH15 PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ii- I=1 al=iii--li Iii= -I 11= -1T1-71 I1 11 1� � � 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM CONSTRUCTION ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT BURY BOTTOM OF FILTER MATERIAL INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS OR VIOLATE 216° IN 8" x 12" TRENCH --� APPLICABLE WATER STANDARDS. 5. EX15TING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD 5. THE TE5C FACILITIES SHOWN ON TH15 PLAN ARE THE MINIMUM REQUIREMENTS FOR a OVERFLOW VERIFIED BY CONTRACTOR. ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES OL 6' MAX (TO BYPASS PEAK SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT M STORM VOLUMES) 2" R EWAWOALTERNATE-, STANDARD O BETTER GEOTEXTILE V 24 SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. FABRIC V G. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE TE5C FACILITIES ON INACTIVE 51TES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. a 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN 2' x 2" x Ta co WIRE A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR FABRIC OR Eou►v #;Kt;r TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE FILTER FABRIC MATERIAL DOWNSTREAM SYSTEM. • SEDIMENT ACCUMULATION 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF N CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES PROVIDE s a' To T T 2" I Ir'o°o OrrT_ N 50" INSTALLATION: MAINTENANCE: MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF 000 - . • REMOVE CATCH BASIN GRATE • DETERMINE SEDIMENT ACCUMULATION BY THE PROJECT. WASHED GAVEL BAC FILL q o° PROBING WITH YARDSTICK TO MEASURE ON BOTH SIDES OF FILTER � o° • CLEAN DIRT AND DEBRIS FROM GRATE LEDGE SEDIMENT LEVEL FABRIC FENCE �0°0 SILT FENCES: BASIN OPENING WITH BAG INSIDE BASIN WHEN UNIT IS APPROXIMATELY HALF FULL L= • PLACE O G INSERT OVER CATCH • RECOMMENDED: EMPTY AND REINSTALL 1 . FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE WITH (UP TO 12 INCHES SEDIMENT) BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE • REPLACE GRATE, AT THE SAME TIME PINCH SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM G-INCH OVERLAP, AND INSERT FABRIC BETWEEN GRATE AND FRAME RECOMMENDED: REGULARLY INSPECT SECURELY FASTENED AT BOTH ENDS TO POST. 2"x a" W000 Posr STEEL FENCE POSTS INSERTS AND LOG OBSERVATIONS AS A ALT. 2. POSTS SHALL BE SPACED A MAXIMUM OF G FEET APART AND DRIVEN SECURELY INTO THE • CUT EXCESS FABRIC OFF AND LEAVE THREE BEST MANAGEMENT PRACTICE. GROUND (MINIMUM OF 30 INCHES). TO FIVE INCHES OF FABRIC AROUND OUTSIDE SIDE OF GRATE IF INSERT IS REUSABLE 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UP5LOPE FROM THE BARRIER. SILT SOCK DETAIL 4. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP5LOPE SIDE OF THE POSTS U51NG HEAVY-DUTY WIRE STAPLES AT TAHOMA TERRA DETAIL #3003 STREAMGUARD CATCH BASIN INSERT LEAST I INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A DATE: FOR SEDIMENT ONLY MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 3G INCHES ABOVE THE ORIGINAL OCT. 2007 IFIL T ER FABRIC FENCE D ETA I L N.T.S. GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 3G INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE B16 STAPLED TO EXISTING TREES. IFIG CHECK DAM NOTES: STORM DRAINAGE DESIGN MANUAL B 16 G. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING 15 USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC 15 STAPLED OR WIRED 1 . ROCK CHECK DAMS SHALL BE OF 2" TO DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. to 8" FACE, SOUND QUARRY ROCK, 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN TEMPORARY SEEDING PERMANENTLY STABILIZED. 2. ROCK CHECK DAMS SHALL BE I' HIGH IN ' 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST 11- THE CENTER AND A MINIMUM OF 0.5 O f' DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. HIGHER ON THE SIDES. 2. r, Q � P � � I 'MIN, o ooa 3. CHECK DAMS SHALL BE TOED IN AT THE 0 2' INLET PROTECTION: o� o O o� BASE A MINIMUM OF 0.5' TO PREVENT SEE SILT SOCK DETAIL ON SHEET. o°° (' 00 0 00 0° EROSION. � 9s 2' MIN. 0 ° o° ° o°°°°°° °� HORIZONTAL CONTROL: CONSTRUCTION ENTRANCES: ° ° 4. CHECK DAMS SHALL BE CONSTRUCTED IN �\ A �Op o° ° °° °� \� �o WASHINGTON STATE PLANE, SOUTH I . MATERIAL SHALL BE 4" TO 8" QUARRY SPALL5 AND MAY BE TOP-DRESSED WITH I"TO 3" ROCK. o «� 0 ° o A SUCH A MANNER THAT THE ROCK IS A o °o 0 C 0 ° FIRMLY PLACED WITH A MINIMUM OF �i I 0000°o° tl o; VERTICAL DATUM ZONE PER TCHPN 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE SPACE BETWEEN ROCKS. v °°°0000 TYP. CROSS SECTION OF NGVD 29 THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED 00 01 O o Z THURSTON COUNTY HIGH FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. o O o B ° ° �G PER THURSTON PRECISION NETWORK 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE 0 000 ° 00 5. THE FACES OF THE DAM SHALL BE �J INTERCEPTOR DITCH COUNTY HIGH PAD. O o 0 SMOOTH WITH NO ROCKS PROTRUDING 0 N.T.S. PRECISION NETWORK 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE moo° MORE THAN 2". o 0 000 WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING 0 o R - 25' MINIMUM °°0 0 SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO 0 000 DITCH SLOPE CHECK DAM SPACING o° A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. Oo 0 0°° 0 - 5% 1 50 FEET 10000� 5 - 10% 100 FEET 12" MINIMUM TOPSOIL STOCKPILES: 0 0 8p p 10% 50 FEET 000000 p ° 0 8pq)00 �, �, °00000. SURFACE AREA DETERMINED 4' MIN. 1 . STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) 0 0 0 0 I- -+►� DAILY BETWEEN NOVEMBER I AND MARCH 31 . 0 0 0 00 0 0 I O o 0 \�J�r AT TOP OF WEIR 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE POSITIVELY PREVENTED. ao Lop ap � I MIN. OVERFLOW 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE a" ro s" QUARRY SPALL5 �� - - - - - ( ' MIN. o CJ 5UBGRADE 15 EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. .. .. �,° . ,c �� / �,/ -`- : ; , , • •, a i MIN. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED =� , ACCORDING TO THE APPROVAL PLAN. m p SECTION A-A �-q� 3.5 -5 z 1� . -' _ I _ 2 HYDROSEEDING: to PROVIDE FULL WIDTH of FLAT BOTTOM RAP(APRON) O o = O INGRESS/EGRESS AREA n u „ „ RIPRAP 1 . SEED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE APPLIED DI__ TCH BOTTOM 3/4 - 1 .5 2 -4 ROCK AT THE RATE RECOMMENDED BY THE MANUFACTURER. WASHED GRAVEL 2. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G.,GEOTEXTILE5, JUTE MAT, CLEAR PLASTIC COVERING). NOTE: TRAP MAY BE FORMED BY BERM OR BY GEOTEXTILE 3. SEED BEDS PLANTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. SECTION 13-13 PARTIAL OR COMPLETE EXCAVATION 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, 5WALE5, LEVEL SPREADERS AND SEDIMENT BASINS. TAHOMA TERRA DETAIL REFERENCE: TAHOMA TERRA DETAIL 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE THURSTON COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE DATE: GRAVEL CHECK DAM DETAIL JDULY 198$ STABILIZED CONSTRUCTION ENTRANCE OCT SLOPE. OCT. 2007 2006 TEMPORARY SEDIMENT TRAP DETAIL I L G. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. DRAWN BY DESIGNED BY L W CALL 48 HOURS �4�og� A TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET �,�� WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY BEFORE YOU DIG YELM, WASHINGTON DRAWING NO. CDP/TWT MRS Consul ting Engineers 1-800-424-5555 1-800-424-5555 J4200 6th Avenue, Suite 309 r P OVED FOR CONSTRUCTION DATE LEGENDS ABBREVIATIONS AND _ G=3 4/6/2007 Lacey, Washington 98503 �t�� 'r,d� � DATE: � L ��'� S C A L E: (360) 292-7230 Fax (360) 292-7231 D VELOPM T REVIEW ENGINEER J 0 B N0. : 406030.04 AS NOTED � �e� GENERAL NOTES E IRES ONE YEAR AFTER APPROVAL DATE: 4 OF 59 NO. DATE BY CHD. APPR. REVISION I �PROVAL SEC . 24, T17N, R1E , W.M. LEGEND ABBREVIATIONS EXISTING FROP05ED ACP = ASPHALT CONCRETE PAVEMENT PROPERTY LINE ADJ. = ADJUST A.P. = ANGLE POINT RIGHT-OF-WAY B/O = BLOW-OFF - - -- - -- - - -- - - - - - - - EASEMENT CB = CATCH 13A51N = CENTERLINE --- 195- ------ 195 CONTOUR MAJOR CONC. = CONCRETE ---------- - CONTOUR MINOR CON5T. = CONSTRUCTION C5TC = CRUSHED SURFACING TOP COURSE — - - -- - — CENTERLINE DI, DIP = DUCTILE IRON PIPE EDGE OF PAVEMENT DIA., DIAM., 0 = DIAMETER E = EAST --- -_----- - - - CURB ELEC = ELECTRICAL ---- ----- - - --- - SIDEWALK EL., ELEV. = ELEVATION EP = EDGE OF PAVEMENT ----- -w--- -- W WATER MAIN PIPE E5MT. = EASEMENT EVC = END VERTICAL CURVE WATER REUSE PIPE EXCB = EXISTING CATCH BA51N EX5T., EX. = EXISTING SINGLE WATER METER FH = FIRE HYDRANT FL = FLOW LINE 0-� DOUBLE WATER METER FM = FORCE MAIN 1.D. = IN51DE DIAMETER WATER HYDRANT IE, I.E. = INVERT ELEVATION IR, I R R = IRRIGATION 2"WATER BLOW-OFF L = LENGTH -------- SS ------- STEP STEP SEWER PIPE LT. = LEFT LF = LINEAL FEET MAX. = MAXIMUM ------- -- FM -------- SANITARY SEWER PIPE (FORCE MAIN) MH = MANHOLE MIN. = MINIMUM STEP SEWER CLEANOUT N = NORTH 0 STEP SEWER SERVICE B N.I.C. = NOT IN CONTRACT OX (SINGLE) NT5 = NOT TO SCALE ■ ■ STEP SEWER SERVICE BOX (DOUBLE) O.C. = ON CENTER 0.D. = OUTSIDE DIAMETER OCAST-IN-PLACE (CIP) MONUMENT PC, P.C. = POINT OF CURVATURE P.C.C. = POINT OF COMPOUND CURVE ----- SD ------- SD STORM LINE P.1. = POINT OF INTERSECTION PP = POWER POLE • STORM CLEANOUT PROP. = PROPOSED PT, P.T. = POINT OF TANGENCY CATCH BASIN PT. = POINT OR POINT OF TANGENT PV( = POINT OF VERTICAL INTER5ECTON —x�-% FABRIC FENCE/ INLET R, RAD. = RADIUS R/W, ROW = RIGHT-OF-WAY -� 2% STORM FLOW ARROW t GRADE RT. = RIGHT 5 = SOUTH 32 SPOT ELEVATION 5D, S.D. = STORM DRAIN 5HLDR = SHOULDER SIDEWALK 55 = SANITARY SEWER 55MH = SANITARY SEWER MANHOLE STA. = STATION PEDESTRIAN RAMP STD = STANDARD TEMP = TEMPORARY CONSTRUCTION ENTRANCE TH/BLK = THRUST BLOCKING TYP. = TYPICAL VC = VERTICAL CURVE p SILT SOCK W = WEST W/ = WITH M E M N O N DRAINAGE BA51N BOUNDRY THRUST BLOCKER - WATER, SEWER o— STREETLIGHT POLE HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH PRECISION NETWORK DRAWN BY DESIGNED BY 4� R s � NLA TWT CALL 48 HOURS ��ot ��,''�r TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY APPROVED BY YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING NO. CDP/TWT MRS BEFORE YOU DIG Consul ting Engineers a-800-424-5555 DATE 1-800-424-5555 j 4200 6th Avenue, Suite 309 LEGENDS ABBREVIATIONS AND OVER FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 'fits �' e : DATE: ' C G-4 S C A L E: (360) 292-7230 Fax (360) 292-7231 �� ` GENERAL NOTES DFVELOP ENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J 0 B N0. : 406030.04 AS NOTED � 00/E7�0� / PPROVAL XPIRESONEYEARAFTERAPPROVALDATE: 5 OF 59 FUTURE DIV. 5 * 6 � PROPOSED DIV. 3 * 4 PROPERTY LINE SEC . 24, T 17N, R 1 E , W.M. I 93rd Ave SE T - 8.0' ,,,,, 28.0' Io I o ROAD K STA = 21 1 28.01 1 1 f 1 1 ��e I Y I N.T.S. sF . T°+ °'I � Q END PR JECT LIMITS ._ - - - + - - � - - - - - - N P G 397 39 I �F 101 `� G 1 1 I I i I s�s0 I I CITY OF YELM 10 1 1 1 1 P OIOSED 1 I rV CL ROAD D STA = 101 +41 .88 PROP SED 10' UTILI OAD D STA = I OG+53.90 1 1 $ E I a RIGHT OP-WAY (TYP. EASEMEN (TYP.) I I CL ROAD KSTA = 21 +00.00 CL OAD B STA = 44+58. 14 - - ----- --- - - - SW Berry Volle Ro d cA °-�q _°-°v.`':. ":e�T�,�-v�? `..Y'_v_'•.---._ 'ro ,:. ` - .�. :,. ,�,,..e.v ,P.o:°.:v .TT'm.-a- •-� - ..� - _ /Q :�- I N 50 ay CJ . 1 ,a 'L:.-:...�-...- •, °�., P. �-" - `¢- O.. v v .�o..;v - v .C /��4 15 -J J .__.._cam_+._;P-Q-�. ors V_�-�S_..u_...V-_--Q__.-.._a..._:._..:.V,'.�.1•"'ti-.-"_-_-+/�,� � _.-�----"-�-` -- -_ - =.. -_ -_= 56.0' W/W 56.0' W/W SEC . 24, T1 '7N, R1E , W.M. , 5 G.0' W/V1/ I 5 6.0 2 8.0 - - - 93rd Ave SE - - - - - - - 28.0' 28.0' 28.0 1 28.0 SEE SHEET G-5 28.0 t I 28.0 28 0� ° - - - - - ' 1 I w o I 1 8 + g I I v 1 M 1 I 7 o i � I ( N.T.S. i I � I o: ( I I 28 1 2 I -+N 2 ` / 1 1, 1 5 1 4 5 s C; I- - - - - -�- - - - � - - - - -}I- - -SF - - - - - CITY OF YELM I ( I I a i -O-E N- - - - _ I I i `I i---I-- _------- ----------------------7-P-F N--------- ------__-_--- -------_---�I- I --- P O E O-S ED S IV 4 V 1 1E �245 155 87 G0 2 _I 1 SW Berr Y Volle Y Rod \ y< A� DI -9! I g a t I I I I 9 g :i t 1 I :;I----�-- ____-__-----' - ----- - ..-----__---- I I lIa P 11 I 2 O O C T G 1 � 7 I 1 18 �1 5 a . t °o a 5` _ - I Longmire St SE I cA 0 I s"I I 247 1 7 °MP i 1 I i 1 I yon 5�I I 1 s �°1 1 /IO 1 J 1 �8 t 89 I � I O s�o I P -- -- - - - I ---2---4-8-- � V, I I I ' I I + p °, f I I t g 8 140 i I P � g 0 r I 4 ------ 1 VICINITY MAP ROAD E 1 �- STA=--i-24--+--7-7..57 fi-- I o i I I I I I T 1 1' I I I I I I -_-----_ LINE TABLE END PROJECT LIMITS I I I n I I ( I I 1 5 1 1 5 0,- _ I I 1 I i -------_- ----- -- ------ I -- U GENERAL NOTES: 25� \ ROAD E wb 1 ROAD E TA = 1 30+24. 1 I I 1 �, 1 1 LINE BEARING DISTANCE - _ - - - -- - -- - - -- _ - . -nl / -CL-ROAD-13 _ ;I - I r L N8°25'1 5"E 33.00' \ STA -35+65�� F- " ----^--- ----- ---- -----^- ( �a '---J 3 2 1 . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF < YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON L2 N3301 030"E 120.43' f� �CJ AND MUNICIPAL CONSTRUCTION, I I STANDARD SPECIFICATIONS FOR ROAD, BRIDGE A UNIC AL C N o „ : >• 1 ' 1 L3 N 1 4043 E 1 36.44 -... �6 I � � _ INCLUDING APWA SUPPLEMENT TO DIVISION I. L 19 g L20 _ - -- - - -I L2 I _ �_ _ -I g I -- L4 N 1°40'43"E 70.57' -I - - -- --- -+- - -- + (�� __. _ - 4 124+00 - X00 O M 20 126+00 L2 2127+ M 2 1 1 28+00 129+00 -_ i sa+ O ------ -- -----------_�- 1 ` - - 2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY L7 N 1°40'43"E 1 , 1 1 8.89' LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS: �j6G°45'53"E 6 I .68' 1 L8 c.- ^--'�-.._-_,.�..v . .:' __ �_.T-..--,-.-'___.r.-._._.__--__._- _.___.:._.-__>_F:": .T ."_?:- __v'V" . __•a,.. -y. '_;'---v'..,. . .Y-$. '^'•: '` - - .v.'..c' v .i-.�v v-o.v -q I I .o. � ' a � ;[ ' I 3. IT SHALL B OF THE E THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY L9 566 45 53 E 55 98 -- I P APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE L I O 566°45'53"E 4 I .64' CONSTRUCTION SITE AT ALL TIMES. ROAD E STA = 127+6 .08 I f ° " ' ( ROAD E STA - 125-4- 1 2.06 � �^"°"� L I I 566 45 53 E 97.62 LK,7 ? i Vl. I I ROAD I STA 1 90+ 0.00 N ROAD J STA = 2-00+00.00 l ' ----------- --- _.--�'- V ''f _ 4. A PRECON5TRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM L 12 58 I°34'45"E 1 64.34' ' CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. L 1 3 N4°25'00"W G3G.5G' I ( l 1 �'0 1 �. 1 1 123 124 r J I f / p 1 7 288 289 , J 11 1 1 1 3 1 1 4 1 1 1 1 1 17 1 18 1 1 I I I"--- --"-----"_----- --- ----_-- ---_-- ---- � / f . E 15TING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL L 19 589°i O'( I"E 34.49' CJ J ter' t f / _ i 5 X E R ER ( '�° I I I I \ 4 / (� 1 ( L20 589°I O'I I"E 25G.03' BE FIELD VERIFIED BY CONTRACTOR. 3 4 L2 1 589°1 O'I I"E 256.03' t+ I �� / / / L22 589°10'1 1"E 546.54' it P � i I IN' L23 I N I°40'43"E 470.57' - - - --- -- - - - -�EY-4I - - «-- - --t - _ _ o P _.� L24 N 1°40'43"E 470 57' 224+00 22 00 + 22G+00 2 72 +00 228+00 229+00 21 +p �_- / / V5 53_ _ _ _ _ _ L25 N8-25'I 5"E 1493.07 TEMFORARY / CURVE TABLE I \ / CUL-DE-SAC �l I lV l f I �o' / ro, �_`` CURVE DELTA RADIUS LENGTH TANGENT u 1 1 1 0 1 0 1 1 00 U/ I 1 \' l I I '-� o „ 3 292 2 1 290 0 1 1 1 1 1 0 1 0 1 08 1 07 1 0 1 0 O 0 / /° /_ / / CI I5 2047 350.00 93.75 47. 16 Ip '�_ "°" / y 'n / ` C2 9°30'27" 350.00' 58.08' 29. 1 1' C3 24o5 115 350.00 15 I .83 77. 13' 3G C4 3 1°35'47" 1 65.00' 90.99' 4G.G8' ♦♦♦plan W!, ,% / `\ / / �cn / / C5 22°3712" G 15.50' 242.97' 123.09' 7-7777,d�♦i o_g--=.'x,-.v-'-^-P' ,:° �-_tlf--.,1_. P.__V---__:`--=-°"`_' . A CG 13°I 527" 150.00' 34.71 17.43' o a P C7 13°1 527' 1 50.00' 34.7 1' 1 7.43'^ C8 14°48'52" 1 65.00' 42.GG' 2 1 .45' -�+ 57+00 58+00 -'�'- C5 _ '- � @� / / / C9 71°44'54" 76.84' 96.23' 55.57' �� Of �l / f'� / \ / v / o05'2 n i C0 / 7-c� / \ / / C I 0 3 1 1 1302.50 706.75 362.3 \ / 97 50 I ♦ . M12 / / /�. �,ti / \, / / °� io °'/ / `�,._ ` COORDINATE TABLE RO now&* _ °.tea` 60 8 ,..;�� ^`� _ ... �`1 x� / / / �. / / MONUMENT STATION NORTHING PASTING ADC _ . 3 / , �� / , ROAD C Co M I I C�� / / �� \ \ �� / / M I 30+06.00 593,489.43 I , 1 07,G82. 1 9 ® 10' UTILITY ``� ,.� y� / / } M2 30+99.75 593,579.24 1 , 107,708. 10 �, „ / P STA = 57+44.50 EASEMENT (WP.) �� ` �`� /�/ \ ,,qq / END PROJECT LIMITS 4(5 / M3 31 +57.53 593,630.2 I 1 , 107,735.80 l^\`Y /X^ cycyiVmvDG,.- O �w�\\ / / / '+: }� •• , \\ ) (Jl//, / M4 32+78.25 593 730.89 1 , 107,801 .87 Z9 \ / / / M5 33+69.25 593,81 G.59 1 , 107,828.55 PROPOSED \ - _ RIGHT-OF-WAY TYP.) ~ ' \\� /M2 �� l ~'� - - - / / �� M6 35+05.69 593,952,97 1 , 107,832.55 /o\ � -,-".'°a, , - _ - / / / / M I 0 59+87.47 593,000. 14 1 , 107,539.93 ` '•J _"^-._.� �.1 4 P. J -- C8 ^." o` o - r I/ / 3 v ml I 60+49. 14 593,635.81 1 , 107,59G.GO PROJECT 1 M_ 14�- ' - _ - _ _ _ " P M 13 \lP' / ,��•�--- - ^' °_P .° v \ x� M 1 2 GO+83.85 593,618.56 1 , 107,G2G.G3 PHASE LINE ! v 7 �= M 15 -+-2 Q_ , / M 13 G I + 1 8.56 593 60 I .32 I i 07 656.66 �' �,I ., ROAD C STA = 6 I +74.53 U - _ 63+Op M14 62+ 16. 18 593,562.81 1 , 1 07,746.36 V J ROAD B STA = 30+99.75 1 ^ M 1 5 G2+58.84 593,551 .20 I , 1 07,787.30 M I G / z M I G G4+70.4G 593,519. 19 1 , 108,003.59 / - -- - W M17 72+26. 16 594,253.64 1 , 108, 1 64.52 ROAD B STA = 29+73.00 1 ' MI +/ N AD ��_°_"% M20 125+ 12.06 593,960.39 1 , 107,320.85 CONNECT TO EXISTING PAVEMENT .t+ I °'� �< O M2 I 127+68.08 593,956.68 ► , 107,576.85 4 ►° I 4 FUTURE DIV. 5 G PROPOSED D V 3 ,, \ 4`. w 4 p .J • ROPER LINE v _7 HORIZONTAL CONTROL: V P --- --- -- - _ _ WASHINGTON STATE PLANE, SOUTH ..s, ..._,_. ZONE PER TCHPN VERTICAL DATUM TAHOMA BLVD. STA. 37+3 I .G8 NGVD 29 EXI5TING TAHOMA BOULEVARD »ROAD B STA. 29+00.0 THURSTON COUNTY HIGH -- - __- PRECISION NETWORK 4 rte'• --F` -_--'__ -`-_°_m, 9 .. ___ '--' -_ -. VP P V 9 P -"T�X, - -. __-_ ._-_ ___. _ _ _-._ ___ V P 9 C a..P,.�.sl .�___ a.- - - COUNTY HIGH 42+00 4I+00 40+00 39+UO - - - c� _ a .a P P �:P _- _ "••••.. v' v v v o:.v v v-'-P- _ �-E v v e v q v �� s8+J0 __ 0 25 50 100 -_ - 4 ° X1��OV��v PAD _ -- _�,.�,�,��.�4 . ° P�� __-�o- o a o-�-a °�o--- � �_�tl P-e,4-4 4 a,a a ° 4, 0 4 P � PRECISION NETWORK �v �P�pM DRAWN BY DE TWT BY �4'ti�A' '°�' TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS '�� YELM WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING NO, CHECKED BY APPROVED BY BEFORE YOU DIG � � -� 'I-800-424-5555 CDP/TWT MRS A Consul ting Engineers DATE 1-800-424-5555 OVED FOR CONSTRUCTION 4200 6th Avenue, Suite 309 Lacey, Washington 98503ts -t 4/6/2007 � � f/ BY: DATE: �`>/ L�/�..'� G=6 MONUMENTATION PLAN S C A L E: (360) 292-7230 Fax (360) 292-7231 DEVELOP EN REVIEW ENGINEER ^7 �a NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED � 02/B7/pq APPROVAy XPIRE5ONEYEARAFTERAPPROVALDATE: / OF J✓ 12" ADS STORM PIPE PROPERTY LINE SEC . 2 4, T 1 '7 N , R 1 E , W.M. FUTURE DIV. 5 G PROP05ED DIV. 3 4 TYPICAL - UNLESS NOTIFIED OTHERWISE - 93rd Ave SE T 375.62 BLOCK WALL, SEE DETAIL, DWG. R-I G --' IAII S 0 364.5 363 + - - - - - �. I I 372. 70�7 37 .1 369.6 369.0 368.4 367.8 -- 367.1 ' '366.5 365.9 365.3 3 4.8 x j x -' - �/ I I I s�,s! I I CITY OF YELM I ti i x x x x X - x x x _ 1-- 1 I I a 8 I i 4 5 7 8 9 10 I I 1 2 I P o OSED I I i � � ; � SW Berry Valley Rod ec°j i RO D D - '44 of . I- DID/ - - s�- - ♦♦-- /, d. / -7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - '� :.p...'p'�. > 364.0 �� a9 - - J ti . x -_ ; } p... ... o':v':. a'. v.'.:., ,, � o. •. ..?. ( mow O - . I 2 7■ 12" SD AP - __- --- - ---- - - - --- --'----'- - - - --- - ----- � - __, .I-- -_, �.____ � � � DI - - - Longmire st sE 0 100 I+yjC� / o 10 0 103+00 10 +00 I .00% 105+00 - 106± I G 1 5 �7+00 I fj" S 108+00 18" SD_ -- _ T- /-_- , - - - -do- a of ? ,v-. : ':' ': ..a!. :•.a:: :. :•v. . v:•.: :'? ':.:•..•• .. '. . 'v'.i. '' _ \x( - - _ . ..: .__-___ .,1__ -:__ '''ice'.''' `:.•. v•. _.. p•.-.. zi.v...Y'..4w..B: 1 - - - - - - - - - - - :? � r..rC.'' :'.... ' . - - ff\ ♦ - 367.0 - - �° • 3 2.52 OPEN 366.4 - - -E- - - - - -�- -way' - - J \ 70.0 369.3 368.5 x I t 373.5 373.\0 \ 372.5\, 372.1 371.6 37X.0 37 .5 3 x x x I I 7 2 I X \ X x x I X 195 14 3 192 19I I ►4 __ I 6 3660 i \ 199 1 �8 7 9G I o x--- "- 1 PROPERTY LINE O 2 X00 \ ° ----- = I 1 I ~� �\ ' 4 r CREEK BUFFER LINE VICINITY MAP \ ( v 1 I I o l ai j 368. 367:,\ / _ \ l ( ° I x 3 i GENERAL NOTES (STORM DRAIN CONSTRUCTION): TEMPO Y /I 1 I x --- �,F3 I CUL-DE SA o 0 1 4. I--_ 4 - 7 I I I ' I / 367.0 _ /� / 1 - m I !a ( 1 I O L- X 1 • ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE CITY OF YELM PUBLIC WORKS -I/ I 18 STANDARDS AND THE MOST RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS 375.0 37 / 1.. I 369.0 I i -. i I FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (W5DOT/APWA). 5 37`4.0 3' 3.5 373.1 372. 372.0 371.5 370.8 37 I o b 2. TEMPORARY ERO51ON/WATER POLLUTION MEASURES WILL BE REQUIRED IN ACCORDANCE WITH THE x x x x _ ----x---____ x x x x / I a `_� °. I x 36 8:3..., I � 1 I I___z '�rJ I c!� - 5TORMWATER MANAGEMENT PLAN AND SECTION 1 -07. 15 OF THE STANDARD SPECIFICATIONS. 2 G, 1 88 18,`� 1 %` O ► - x \ i o� ° I 1 8 1 182 3 1 4 1;85 1 8 8 / i a I � - 1 a I � / 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THE CITY OF YELM AND/OR OTHER 2 ! 2 1 ,r \ I =+8 j ,: ) ` I 1 1 67.8 GOVERNING AUTHORITIES OR AGENCIES. R=45 j' _ / I a! j ., I _ 8 C° X 4. A PRE-CONSTRUCTION MEETING WILL BE HELD WITH THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR 369.8 I + I 1 - 1 9 TO THE START OF CONSTRUCTION. ROAD G� I ij o.d I X --. I \ 5. ALL STORM MAINS AND RETENTION/DETENTION AREAS WILL BE STAKED FOR GRADE AND ALIGNMENT BY - - - - -. - G3 ! I ---I----_- I I I ` AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. I I ( � �� ♦♦ . ... - -.-..�._ ... ,....-a-� �.:,a•-T;.s�- . '-.*�-'.:� T .,. '.<- -4 . i ! ` - -- - 3 �',1 I�✓ OWING REQUIREMENTS: _, ,. .,_. __ . ... .. •.. . .: . .. : . . .. o .o..o .v.. v v.. a .o. o ., ; v v: ,' \ io G STORM DRAINPIPE WILL MEET THE FOLLOWING f --- -- - - -\ �- -- - D �^- - i ;� 137 ( I \ X \ II I � 6$ 6 1 A. PLAIN CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF AA5HTO M 8G, CLA55 2. SD- - 5 �-- _ =SD.--- r i \ I ~~ I WITH JOI NT5 \ G9 / x B REINFORCED CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF AASHTO M 170 I C PVC PIPE CONFORMING TO A5TM D 3034 5DR 35 OR A5TM 1`794 OR A5TM 1`G79 TYPE ■ I67+ . - _ I68+00 �I 9 .00_, _ _ ______._ 70+00 1 /T 20 AND GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. ■ I 4+00 / 165+ - - I-6G+00_- 0.90%� _ =---- =-- - - - - , ---- ^__---_ I 7 7 I O ■ 12" D CAP //%^�� CONFORMING TO THE REQUIREMENTS OF AWWA C 15 HICKNE55 CLA55 AS __- I_. .. .. .:.. :...w.. v: :.!'.a.•:. .,�,.... a..: '°... - % E PLANS. a'. p: _:c:. v. o .�.. o.. v - ....a , ... _. . .. v• .v.v,y. ..L.v-r. 5... 3._f+_-_. `. '\ - �'� _� ./' `�. _ _ -----'_"- ( a : ' I I SHOWN ON TH ,•� �� -- -- -. - - � - - - v.. 1N �° 37� .1 �-�____ :-. ' - E. HIGH-DENSITY POLYETHYLENE SMOOTH INTERIOR PIPE CONFORMING TO AA5HT0 M252 TYPES OR /- _ ♦ _ _ - _*�- - 5� - - - - -- - ° - - - - - -_ -� - - - - - - - -\' - - - �} a 1 I x \'70 I g . a I I I 3 9.5 AA5HTO M294 TYPE 5 WITH A GASKETED BELL AND SPIGOT JOINTS. 1 _ I 1 � p. __ _ / F. ALUMINIZED STEEL HELICAL OR SPIRAL R113 PIPE IN DIAMETERS OF THIRTY (30) INCHES OR GREATER, WITH ____ � I l I 76 _ : - A MANNING'S VALUE OF 0.020 OR LESS 377.0 376.6 76.0 375.7 325:4 375.0 374.4 73.9 ~3'%3.4 32:7 J 371.9 I -- 7. SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS i - x- - - X X X x, x�..� X X I -� __ ----- - X X - _ -�_� ! D MANUFACTURERS RECOMMENDATIONS _.. 1 77 1 7G 175 174 1 73 172 71 170 a / 371.6 Q �j I _ N I � '^ �� 180 1 7✓ = ---1''/ o `---�� o I i-'" J 8. PROVIDE TRAFFIC CONTROL PLANS) AS REQUIRED IN ACCORDANCE WITH MUTCD TO THE PUBLIC WORKS _ a� X - __,__ 371.3 I -( DEPARTMENT. TRAFFIC CONTROL PLANS MUST BE APPROVED PRIOR TO THE START OF CONSTRUCTION. --x-_ -! ' 370:4-____ I � I O) DE =25' TYP. r� . I °: 7`9 I x 9. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 1-800-424-5555 A MINIMUM OF TWO (2) I G7 I _�� r ,I BUSINESS DAYS PRIOR TO ANY EXCAVATIONS. I-- 1".o - 1' I 2 2 10. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATIONS", THE CONTRACTOR WILL EXPOSE CONNECTION PROJECT z f . 1 - o-- i I 1 I ,; f I --------- --_ _ \ POINTS AND VERIFY NECESSARY FITTINGS TWO (2) BUSINESS DAYS PRIOR TO INITIATING THE WORK. w I ° 372.8 - ----- HASE LINE -- ---� -+ I x / 1 1 . FILL PLACEMENT WILL NOT BE ALLOWED IN ANY OPEN CHANNEL USED FOR STORM CONVEYANCE -_ I v a I Q / 1 gt \ \ WITHOUT WRITTEN APPROVAL FROM THE PUBLIC WORKS DIRECTOR. - +� / _ -- - - \ \ _ - -'- --- 378. \ I ( I --_80 371,..6 - I r 371.3 -._- �_ x I (o i .-�0 / �, 378.1 377.5 377.2 376.9 6.5 375.9 375.4 374.9 374.2 373.4 -' � 3 > � _X CONSTRUCTION SEQUENCE AND PROCEDURE: X x x x x x x 238 239 240 z I IGI 1G2 1G3 16 IG5 IG IG7 IG8 I ° / o '� j I 373,1' 1 . SCHEDULE PRECON5TRUCTION CONFERENCE WITH THE CITY, CONTRACTOR, PROJECT ENGINEER, AND - W _ --- 2 SD CAP -_. \ � I o '� ( , --_- x `�- - f �� I -'"_ -`� � CONSTRUCTION-STAKING SURVEYOR. 0 / 374 - 3 . I - ,,,- ,, ROCK CONSTRUCTION ENTRANCE USE 4" TO 8" DIAMETER SPACES WITH 12" MINIMUM DEPTH 2 INSTALL R o �° / o ', / ( 3. INSTALL FILTER FABRIC FENCING IN THE LOCATIONS SHOWN ON THE PLANS AND IMPLEMENT ALL EROSION / 37 •5 77.7 ~� 5 .: / I / % 3.72:2-------__ I �, � I _ `--- X CONTROL MEASURES P THOMP ON CREEK CULVERTS BACKWATER ANALYSIS. _ _ _ _ ROAD � - - - - - - - - - - - - - - CSI/ � I j' � x - t__ �,; � ER S EEK ULVER BGKW ER - - -- - - W -- Sf - - - - - - 53 1 ° 4.38 37 1 1 I °� 1 244 4. CLEAR SITE (GRUBBING AND ROUGH GRADING) - - - - - - - - - - - - o °1 37i _� ;� G,5 5. MAINTAIN EQUfPMENT AND WATER SUPPLY FOR DUST CONTROL. ., :!V, .. .._s..a�.,Y_�..v._.1.Li�_ •?v__.-_, t._..._..�.?_:__._ _-�_.��.._.__.._._______._._.--- ...._.�_�.:_•... _ ._..._..u.. I 1•� i' v..v.-:a: v: ,v: v: v. .,. v. .. .. .. .. .. ..o.. a .. s .v., o_°--•-- _-_._____.._.._= ._. �_z._.�_v�. = ��•/ J _ � � G. DESIGNATE AN AREA FOR WASHING CONCRETE TRUCKS TO CONTROL THE RUNOFF AND ELIMINATE ENTRY 37 _ -----_-- -- - --f� -- - 0.80% °O Q0 1 .20%1.- / - ' i ��2 I �II _ I INTO THE STORM DRAINAGE SYSTEM. ,y - -- - -- -I - -a- -� - I �: j '/ I I 371.7/' / 7. INSTALL UNDERGROUND UTILITIES (WATER, SEWER, STORM)N5 44+UO I�{5+0 r I46+00 _=1.47+00 -= 18+00 ;- 149+00_SD �-- 0 2 i I `. li - o.i / 8. PROVIDE INLET PROTECTION AROUND ALL NEW CATCH BASI . i u - - -------- - 5 - --- ---- . - __ -�g_ _^. - _ f 37 2. 1 -------- -- j 1 AND/OR SEE AND MULCH ALL DISTURBED oO .. . CONSTRUCT ROADWAY AND INSTALL LANDSCAPING, SOD AND O D, o';vnF.. sorv'--v- vey - . - ..v s. ..v:. ..v. v X0.'6.';•v:.v.'•.vr°.:..°.::q. - ...a':o:. i � / 373.7 X/ ` I . .. .. .. ... ... , 9 CONST DW - AREAS. � - - - - - - `,: 1 I % ._.,-_ _ I , ,, - -- - - - �' �� - _ - - - - - / - - - - -x --� _L 1 4 ' I II IN ALL EROSION CONTROL FACILITIES UNTIL THE ENTIRE SITE 15 STABILIZED AND SILT RUNOFF -/ - - - - - - - - - I 10 MAINTAIN v �i ' i i - - - � CEASES /� ' 37X.9 3 � i" 4 ' .: ► 9 142 I � ' 8 I 133 ,! �I'3 2 I � I " a _ I 371 v a I 72 I I ! FOR ADDITIONAL STORM DRAIN CONSTRUCTION NOTES, 5EE NEXT SHEET (R-2) INSTALL ER . NENT ' -- `� I I � I I j j I o 1 g �-' ,_�, 37,17 _- - - r I I o - RRICADf --------I- I �s -. o c� �' i !I ` ' mf Q /I 373 2 g� °: . .II / _ / t x PE ETAIL, SEE /I I 377.5 376.0 I 375.E 373.7 I I :I / DWG. R-IG I �! X X I ( ( I� X / x 242 IN ,� 1 158 143 i i 1 %1J34 / i /I I 'i 1 /3 I ' / I ( / / f a V o v- t :,1 I m t :> I , - I �r I I .I 37 .7 / 71.2 v 1 376.9 375.4 37 .6 .1 / 1 1 1 x _ __x-__ - 110 x / x/ I r a a� 5 G 2 �I �r' 1 43 I I 157 144 I Imo/ 135 130 o I o 1� f I I ; v� � . � + + gl' '� 370.9 �r: . s:'��I X70.0 -_ --_--_-__--- - �- t m 1 ` 376.3 374.8 I 1 0 1�. I 374.0 37X.5 I k �+ I 372. .� X I \ I o x HORIZONTAL CONTROL: 24 a. 6.4 x x I x ! 1' �m I -- I o - O\ WASHINGTON STATE PLANE, SOUTH 1 '7 i G I ' G9' I I 7 14 1 G 129 I 2 I I G 3 d 13'7 1 .2� VERTICAL DATUM ZONE PER TCHPN ` I / I I a NGVD 29 a OPEN O EN I THURSTON COUNTY HIGH l �. I ! SCALE: 1 =50 FEET -- OPEN PER THUR570N PRECISION NETWORK ■': \ i i 375.5 374.0 I I I /, i I 373.4 171.9 \ I Io T I y II ° \ I COUNTY HIGH SEE SHEET R-2 0 25 50 100 PRECISION NETWORK I 3-G-07 NLA CDP MRS REVISED ROAD GRADES PER CITY COMMENT5 DRAWN BY DESIGNED BY g. A S?�' CALL UNDERGROUND LOCATE TWO SHEET NLA TWT 4 HO R ,��4,,p1 ��,�.��, TAHOMA TERRA DIVISIONS 3 8c 4 / TTPH3-8, LLC CALL 8 U S �' �' YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING CHECKED BY APPROVED BY E L , CDPK TWT MRS BEFORE YOU DIG Consul Ling Engineers 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ROADWAY GRADING AND STORM ' ,,� AP OVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 J$!i ' 07 BY: DATE: R-1 S C A L E: (360) 292-7230 Fax (360) 292-7231 J�� DRAINAGE SYSTEM IMPROVEMENTS PLAN t DEVELOP ENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION � 0 e No. : 406030.04 AS NOTED � 02/X7/oq APPROVAL XPIRESONEYEARAFTERAPPROVALDATE: 6 OF 59 12" ADS STORM PIPE SEC . 24, T17N , R1E , W.M. TYPICAL - U.N.O. 93rd Ave SE - T - - - - SEE SN EET R- I - - - - a. I� I - - - ------- - ( o OPEN I I, O EN I ( d I� -- OPEN 374.0 I 373.4 171.9 I `- -_ I �` 37X.5 X I ( v. „/ I X X I �' j T I �_. X 370.3 I��i \ a� I 36 .7 1 1 I Y 1 x } f I s I N.T.S. �\ ' I I I \� OPEN I I _-- - -- I \ 1 �- - - - - - - - - - - - - F - - - 245 ( 1 55 146 I I I 137 ,- d. CITY OF Y ELM -t_ . t°n sv � °' I X72.8 371. e. � 1 0 I ''` Q v i I + i 37X.0 37X.5 I I pro ,X X I o + 1 I X I I ° I 1 P O I OSED I i 24 1 I N i t 1 38 8 I o �m 5 ° I f I I S E I I - I 1 54'-`\ 147 I - _ J I 88 � -- x I o _ __---___-_-- I I� 1 b'' i I 1 - -- __ 1 Io / t a,/ I 68J8 o °., _ __..�j g d� )( 1 SW Berry Volley Rod O ecA I 37r�4.5 373.0 I m (� 372. 370.8 ° ' + ! -_-__ i:. = I I I "> i� P� DI -DI` . 4j ( DIV I 3 I„ 2 4 7 I I X \ x I I a I X X I ° v� X 1__- ` I - -L j I I" 1 e� ( �� aeoca a�� 1 ! 1 1Q X53 148 1 1 , IQ 139 127 17 �- 89---- `- L of / , 2 I � ----- ----I I I:! o I - 368.6 I ,. ° i I _ F - --� a �I 1 Longmire St SE vI .o v� X I -e1 I i I 371 370.1 1 ( 369.6 -_.. 5 8 48 I I 373.7 372. I I \ --- I I I I X 1 j: 1 a Q x �� /'�/ i J I °I 67.8 _ -------�- s ! 15 2 149 I I g ' I 40 12 6 9 X/ 8 °I DI ± I I . I o I ' to J I 3 ?Q I 3 I � ► o+� °S� 24 I I '�I 1 '�� I ' I 6 .9 / - I 4: if ;,o �� I \ - - -I-- - - - -1- - 1' I 372.8 371.5 I 370.8 69 I I x 5 7 ' J ----- 1- X X I I I X I I i I5O 7 I ' 25 - ° 6 3711�5 I [ 37 I . ° I I ' ' 1\jl U 3'66. 250 C -�' 6� I\ D-E - - - - TI ° � = = - - - =�- -EEL/ - o I � \ 366.9 \` \ \ - __ - . _ _ 68. 14 / - \ X I `° \ l�` °r ► 3 SCALE: 1"=50 FEET VICINITY MAP 12-SD CAP - •� - - - ( 3 ) r7 - 5 I ` -- --- \. -- -_--- =� -= __ -.■ ° °. ' 0 25 50 100 ---- ----_--_ =� �._-----__ __ _ I 9 2 24+00 P 5+00 126+00 127+0o 128+ o 1 .40%G� �_ -_= , 9 _� i 3660 ° 1 36 .8 0.50%` N 18 SD - � 2� o _ - �73� - - - - - - - - - - - - _ - - ® - - - /- - - - - - 47 - \ o _ I 'I �' X,� /--� 3 ( �' / I TO PROTECT DRAINAGE DETENTION FACILITIES FROM SEDIMENTATION, THEY I 6`5.4 __.. - - -- - - - I SHALL BE CONNECTED TO THE STORM CONVEYANCE SYSTEM AFTER SITE WORK 372 2.5 372.3 372.1 371.9 371.8 371:6' 37 -.2 370 370.2 369.6_ 368.7 368 16 I / j`�3 / X X X X X x - '-X -X _N !/ / I ROADS, UTILITIES, PERMANENT EROSION CONTROL MEASURES, AND X ii y�' .7 / \365' ._I _J LANDSCAPING ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE FACILITY. -' 11 1 3 1 14 1 1 5 1 1 6 1 1 7 1 1 8 1 1 2 I;2� 1 _1. 2 2 1 2 12 :o Q I I 36X / ( 364.9 287 288 289 Q 112 �_ o / f --,�.- N i _ � NOTE: INSTALL PERMANENT I i 1 -� I l I 3 5.8 - 1 . SEE DWG G-2 FOR GENERAL NOTES. BAR ICADES I i I I 1:` - ° I X ro ' 34 / ✓1 _ - -- ,< PER D AIL, SEE I I -- j I I I L� �� _ -f- - " / ° /~ - `�-----__, \ 2. SEE DWGS G-5 t G-6 FOR HORIZONTAL LAYOUT. 1 v /F 3. SEE DWG R-21 THRU R 24 FOR CURB RETURN GRADING rr ` / ..9i: - - 1 2 SD CAP - L--I- - - EY-++ - -- 9TH-� - - l l -- I ?_24+00 r 22 226+00-- 227+0 228+00 229+00 �� / T ----365 4. PIPE LENGTHS INDICATED ARE TO CENTER OF CATCH BASINS AND MANHOLES AND ROUNDED o x� _ _ - - 1 - - -� - - - � - - - - - - - - - - - - - - - 5 o 365.2 - \ _�1_------___- 5 '\\ TO THE NEAREST FOOT, TEMPORARY - - - - 372,F - - - - - - - - - / / / f / ( , © X CUL-D -SAC ] 369.8` 369.1 368.5 367. \ 36X. 'o �� ( 5 ° 5. ALL CATCH BASIN STATION AN OFFSET DIMENSIONS RE 371.7 371.6 371.4 37 37 �.1 370.9 3 0.8 370.7, __ A D I A TO CENTER OF BASIN. I oa X x x/ � ix x -��,x � ti ( 36 2. ,, ,,`,_ :� -�/ f _ Ot 108 1: 10� (05 I �� I V ( 02 10 BI' I �O `� L-/ X a' G. ALL CATCH BASIN GRATE ELEVATIONS ARE SET TO PROPOSED CURB FLOW LINE EVEVATIONS. 3 29 2 9 1 290 I I I i ✓ / �__ \ O ! / / /v /° 362.0- ----- f 7. ALL STORM DRAIN PIPE SHALL BE ADS. A 364.1 r ,; .:'* ._-.,... . . ., . .:: ,.. .: d.:•.o d.•. d. v :'d' w ;'v v o' v .v�.v .o y v . ': ".v 'ate'. :a:v. v.'v..'. /'° 1. As acceptable apematives to the rebar shown In the PRECAST BASE .. ,.,. . ,.., .w. . . .• ...v..v : :. - •'' .,:. . ... .. .. . . . . . . v'�v.: .•°:.v.:•r°.'v.. .°tv.. .;° �' :°:' ° - z•.v:. e•••v:. z :v:.-R'w: ovv :. s. \\ / � PIPE ALLOWANCES SECTION,fibers(placed according to the Standard Specifications),or - - - - - \ • of .r..," - - '- - - - -- - - - ;•¢� �.'d v _ wire mesh having a minimum area of 0.12 square inches per foot shall � MAXIMUM be used with the minimum required rebar shown in the ALTERNATIVE „ '__3150 4 �, PIPE MATERIAL MINSIDE PRECAST BASE SECTION. Wire mesh shall not be placed In the -'-_' -Q�60% --l"---�. � ' � .� . � _ _ knockouts. ,. - ;o DIAMETER -" 57+00 Y� 58+00 ° '•.a� v / / / / f �\ �' REINFORCED OR \ \ / ,363.�\` - 59'9 °/%/ f / / �� PLAIN CONCRETE 12" 2. The knockout diameter shall not u greater than 20". Knockouts shall �O �`�'° .: \ / .:.: ,, ._ �r Q / have a wall thickness of 2"minimum to 2.5"maximum. Provide a 1.5" x 9 0 '�� ° \ \ ��/ � � _ _ �� ., 3 � ALL METAL PIPE 15" minimum gap between the knockout wall and the outside of the pipe. t ° ^'�,°' _ O / .7 � After the pipe is Installed,fill the gap with joint mortar in accordance � � � \' with Standard Specification 9-04.3. 12" P -,-_"'__._�_. '��-" �' ..2``:':•v ---- - ._ � �. �_ ' sip" 9-05.20 ,� ___ -- -- ♦ -r '' - '-' - - _ -'v ''°'' R• \ / `• •.; \ \ - ° / / .o � � `�' ` �' '' a ' } �--1� \�� -�- i • SEC 8 OS12(t)) 1S' 3� shall be 5'um p from the flnishe g de to the bwe p p Invert \0 ` \ / A a th d ra st i e� � / i ' d 00 �;; \ / \ -�___ / /14 'y/ �(0/ 3�'9 2 % PROFILE WALL PVC 15- 4. The frame and grate may be Installed with the flange up or down. The j •!'',� //nn j 3 2.5 ` / �, x (STD. SPEC. 9-OS.t2(2)) frame may be cast Into the adjustment section. �35 _ _ / / ,__� j % / J S• *CORRUGATED POLYETHYLENE AD °4 5 rounded floor,and the walls y 3 // STORM SEWER PIPE be sloped at a of 1.24 or steeper. ! / . � °5 The Precast Base Section may have a or a may �; °' � .` • / /: 8 ��' rate eepe OR 12" 6. The opening shall be measured at the top of the precast base section. 58 � / . / All pickup holes shall be routed full after the basin has been laced. t 0 2A J 20 2 VI.� � �� _ �-�� /.'� `� \\ ONE 43 BAR HOOP FOR 8"HEIGHT TWO iq BAR HOOPS FOR 12"HEIGHT \ \ _ Izz v ��' • v PROJECT � � --_ __ - of � _ . -7 O /'� - _:�:_- ._. - -. a3 BAR / /�� '. ,.._ _ -. /S/ _ .. :- � / „ \�\ g0(c�O�� NOrFE/ EACH CORNER PHASE LINE / % / � /; �' - 6 O0 I��E I I / \_ 18"MIN. 356.4:� CONNECT TO /�/ i ._. y _-��V�� - X- Y N BAR Hoof ,, EXISTING 24" SD PIPE __- i a - / / / W AR EACH CORN -' l �_ SEE NOTE 1 /° 35,7:5 j �' ° '� / i / - 1 ----Fo ' !x j�� 356.7 �• \ � � �` ..._,-- I3 BAR EACH SIDE D 0 f N q 46 /' x 356 3 \. , /` -'� TAHOMA TERRA MASTER PLAN = i 35 1/ / i" COMMUNITY - YELM, WASHINGTON FUTURE DIV G PROP 5ED DIV.-3-t/4 _��,_ - \ / , 35X.2 _356.3- ! , BAR EACH WAY TYPE 1 CATCH BASIN _ x s EX I tT / ^\ 4/3 ... f v P:.:c. a \ v ..v ^"'- DETAIL ° va ` o_ r EXISTING TAN MA OULEVAR v �/� W V -j v �+ni � r_. �q•.'_' 42++00 ° I- cb �o+ o._- 39�oa Lc� co---. ° ,! j / T - >: o a° q r r .,`` _ � - � ` " HORIZONTAL CONTROL. --- NC� D WASHINGTON STATE PLANE, SOUTH . VERTICAL M 7_7 : \ L DATU ZONE TC N .. 0 f 3 NG 2J O RTICA VD Pf�R HP SEE 5HEET R-3 THURSTON COUNTY HIGH PROPERTY LINE PER THURSTON PRECISION NETWORK COUNTY HIGH PRECISION NETWORK I 3-6-07 NLA CDP MRS REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY �4�oP..,��,�f TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET - NLA TWT CALL 48 HO URS '� . ' '� WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY BEFORE YOU DIG YELM, WASHINGTON DRAWING NO. CDP/TWT MRS Consul Ling Engineers - 1-8�0-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ROADWAY GRADING AND STORM PP OVED FOR CONSTRUCTION R-2 Lacey, Washington 98503 rstt�° •t BY: / DATE: /t/41- 4/6/2007 �Oj1jlL� d DEVELO ENT REVIEW ENGINEER S C A L E: (360) 292-7230 Fax (360) 292-7231 a• DRAINAGE SYSTEM IMPROVEMENTS PLAN Q Q NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED � 08/27'161 APPROV EXPIRES ONE YEAR AFTER APPROVAL DATE: ✓ OF 5✓ 12" ADS STORM PIPE SEC . 2 4, T 117 N, ME , W.M. _ TYPICAL - U.N.O. SEE SHEET R-2 ! - 93rd Ave SE - - - T - - - - - - - - _ _ ...r N T 1.8A . R' / �� sF 12" SD_CAP / 36014'--,, 1 d�60% 58+00 �—'-�— >. /~ - _ i i so CITY OF YELM 57+00 _ \ --�- � ---- � �� -�':. � � \ � i r _ / _ , - _ - .9 °Ira � l \ � i P O OSED / 363 8_ - _.__ 59 / � / / _ I I I V '.— ..:Ora.. '''. ... ,,R. 31_. ._�. i � "y �'•'b°—:�MM:—_+_ veh _ � "\� ''.V.:1� \ \ � '/\X `"� _ _ lr �\ l� l ry - _ . _ -♦ ___■— — -_' — — _ _ -"'. • ' ^...R. � ) �- \ ��_ -�_ � / -_ � SW Berry Volley _ �♦ _ 6 ACT'>> �. /" / 'O / \ ° \- r z_— V goo\ ^� � \ .\ � / ,� : - _ / //.::� � / 3 �2 /--�_ , 4� DIV 32.5 DI >q �. \ •° �; / TEMPORARY i v .. `/ _-`35_8..4. / . / / D' I 2 CUL-DE-SAC - I L°o n mtr e St I I roc ■ co`b 7 pul ■ � \ �• v. ` � 22 \� Rr`' •:p '�, \ � _ � `� Jam / X I 5� �'OS PROJECT / / _. \� r CO - _ _�,_ , ': .� , x00 - PHASE LINE ' //� / I ti� ==_ -. 7801, ■ P;A 6 00 _ - - i o ,p•. 6 +oo //ICI 35 �/ --- ■ _ VICINITY MAP- 7 _ a w ■ X / 357:1 ■ _ _ - o //X -356.7 X 23 ■ 4l'�-' � 356 3 � '�� j / / (/1 _ __ NDTES FUTURE DIV G PRO SED DIV. 3-14 = " J ■ - NO STEPS ARE REQUIRED W N GHT IS 4 OR LESS. — — — - _ EX. I q-j`q 356.2 356 / / 35 . -- -_ X f CAST CAT BASIN MAY SLOPED 1 S S HE HEIGHT -- / -- - - --- - FA I ITAT AN / � � � 2. THE BOTTOM OF THE PRE CH SLO � ='�\ � X -� � TO C L E CLE ING. / 3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAT INTO ADJUSTMENT SECTION. v ('� ==a•�' / � / 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' X / MINIMUM TO 2.5' MAXIMUM, PROVIDE A 1.5' MINIMUM GAP FRAME - , ayp i _ `"" v _v , a o v v.,- a7- ''e''�F Sx-�-•-�--`-°�- �y .r v d" -p - -- - - - P p B BETWEEN THE KNOCKOUT WALL A ND THE OUTSIDE OF THE TAHOMA BO LE D T H GRATE JOINT MORTAR IN ACCORDANCE WITH STD, SPEC. 9-04.3. 0 - D DW RISER OR ADJUSTMENT 0 _ SECTION L 0 1 3 { L� HANDHOLDS . , '(MIN.)� 16<MAXJ� CATCH BASIN DIMENSIONS p FLAT SLA B z- .e�-_" Q� X 1211 COVER CATCH 8" MAXIMUM MIN.D IST. BE RE INFORCIN00G..21S 9 5 T EE L STEPS BASIN WALL BASE KNOCKOUT BETWEEN r'IRIN EACH DIRECTION EX 2„ SD I ( � ? OR LADDER DAMETER T SIZE KNOCKOUTS INTERGRAL SEPARATE'� 2 SD� d�/ - I04 D . 48” 015 0.23 '" (n 54 4.S 8 42 8 0.19 4 5" 8" 8" 0.25-3G D - 11211 S a PIPE ALLOWANCES \ i PRECAST BASE W/ CATCH PIPE MATERIAL v p_ \ - __-- -- - 48' DIA.-6' LET A,� REINFORCING STEEL (FOR PRECAST BASE MORT AR •� R CONCRETE ALL METAL CPSSP S DIAMETER E \ 1 \ SOLID WALL PROFILE 54' DIA.-8' 1'I W/INTEGRAL RISER) 0.15 S9. IK/FT, IN 48' 24" 30" 24" 27" 30" • . EACH DIRECTION FOR 48' DIA. 0.19 SO, \ I !-__-- � ! 6,■ IN,/FT. IN EACH DIRECTION FOR 54' DIA, 54' 30" W. 30" 27" 36" M 17-17-77�,l \ / ; 7�7 OMPACTED GRAVEL BACKFILL FOR ■ FOR 80" 36" 42" 38" 38" 42" PIPE BEDDING, 6' MIN, COMPACTED DEPTK FOR PRECAST BASES ONLY. SEPARATE CAST IN PLACE SEPARATE CAST IN PLACE OR SEPARATE �(��n�I� �1�D'fie'°-OS�I REINFORCING STEEL (FOR SEPARATE tD<sm socc s-oa.�xx» BASE ONLY) 0.23 SO, IN./FT. IN \ / L_-__ RING EACH DIRECTION FOR DIA. S0. !N,/FT. IN EACH DIRECTION FOR FOR 54' DIA, TAHOMA TERRA MASTER PLAN PRECAST BASE JOINT COMMUNITY - YELM, WASHINGTON \ - TYPE 2 CATCH BASIN -- -- / - DETAIL FUTURE TAHOi�A TERRA MA TER PLANNED � COMMUNITY� DIV1510 S 7 8 � � - \ FUTY RE.TAhOIv1A TERRA ti O \_ = W-LT1-FAMILY \ / \ PROPERTY LlfdE- � f - \ _ " / --' _ - i - - - - - _ ' \ - - _ "- - -- SCALE: 1"-50 FEET _- - - - _ 0 25 50 100 --- -- -- -- - --- — - - - - EXISTING INFILTRATtON_POND - - ;- - -------SEE TA110MA�LVD. /:� �' ----- - - - \ \� �\ / ' — HORIZONTAL CONTROL: _ - - r _ " WASHINGTON STATE PLANE, SOUTH t,MPkOVEIMENT PLANS — / - - �� ~ _ _ � �� VERTICAL DATUM ZONE PER TCHPN NGVD 29 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK -_ -- - _ -- - COUNTY HIGH �..--- '-- " - PRECISION NETWORK I 3-G-07 NLA CDP MRS REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY PRL NLA TWT �4�a ► •� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HO URS ��` YELM, WASHINGTON I N GTON WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY � E L /�S DRAWING NO. CDP/TWT MRS BEFORE YOU DIG Consulting Engineers , -800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 N G AND T OVED FOR CONSTRUCTION ROADWAY / 4/6/2007 Lacey, Washington 98503 �t>sft» � ®7 GRADING STORM BY: DATE: r,< R-3 S C A L E: (360) 292-7230 Fax (360) 292-7231 f�.>v�` ��` DRAINAGE SYSTEM IMPROVEMENTS PLAN DEVELO MENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED APPROV EXPIRES ONE YEAR AFTER APPROVAL DATE: 10 OF 59 SEC . 24, T17N, R1E , W.M. o ROAD eF f ROAD G I R �NI�✓ ( N 27 e I / 0) 99TH AVE. ° Q ? ° >4 FAR i:: / / ROAD F _ I I al Ni ROAD B - STA 30+99.75 uruRe j _ m 2 99TH WAY p 1 / DIVI510N5 5 4 6 I I U OI --I o _.) ° - --. -- Q / °�' / R-21 (L ROAD C - STA G 1 +74.53 1 0 10, Q:• d Q Q Z a° I , Qr / 1 1 oG I GOTH AVE. �. 00- lei/ r 9 - ,. �, ' - -� @ =0.0050 F / @ =0. 50 F / ----1--_ ---o- / 22LF 12"SD 20LF 12"SD r .�.,.. / I S T FT 5 00 T FT 3 1 ROAD E I °G QJ - -r_� i -_ / - _ LONE a _ _' M z•�....�J._ S ICJ r i LLJ w-- _ ---- � .. s _� - � �a�. ROAD E 28LF 12 SD R 2 I �-__.___._- ...... r� ; �7i�-Sr��. Q Q _ -�-- 21 i OPEN R @5=0.0139 FT/FT -; Rogp� ._> w _ -- - �2 20• 10 SEE DWG R-10 z /� i a0 y "�_ST , r °A. \ (L ,. - ...--- - 50 R/W " TAHOMA BLVD, Q ° SCALE: 1 =50 FEET 1 F28'--i-28' -- 7 d�� --.�___-._•_,ems---- :..•. 0 LX-L-► � aa: I a;�pt V a. � /L i - � -`•'A > ::e. 4 p.:' 1 g" 7 �2 -�N s'\` \'A:: \ .: _-__--___ __----------I� ' I I \ I FUTURE TAHOMA T ER RA O F\IN a - MULTI-FAMILY MASTER PLANNED I p -23 COMMUNITY to j 1 27 1 24 PEN 1 2 °I 3 7 , a I 2 1 2 6 O 9 , QQ I l + i KEY MAP 4 / 4 y / 9" - °? . a `J✓ I I I I - _ 26LF - 12"SD 1 Y N.T.S. 51_C.24, TI 7N, R I E, W.M. \\ :�•' 4 \ \ ( �. o - o ' =0.0050 F / a.� � ••� \ @S T FT 4 V --f- 1 � o __ / \ - - - - - - - - - - - - - 1 _ J- _ - - -}-- N to G \ - W I 10 - ` I �'.:'� S I I��:,� :$' / \ ')�'•••. _ � �.r_�_••w... ,�... � Q � ..a•i 2 �''T': .a: .'•:°. ::e:e: e.°,a .e ,.a.'. :... . .v. , '1".'T�:•.T.,.. ., �9::. ..•-n•4:•..�`�.•.v? 'n ',;• \:`\'� Sir � '•.: __ - S 1 8" - -= --- N CATCH BASIN S U98 \ ' ..e.. . \` SfF - +yo- -- - -- TEP - STE --- N - ___- S1 P _ _ - - STEP F- z �V ^ - - -I- - -' TYPE STATION OFFSET GRATE ELEV. I.E. IN I.E. OUT O Q w �� c1' °' - U� J ` _ -3 0 -- V --___-_ 5 VJi - _- � 0� -� 0O= �� w 28' I �' / \ \ -r== -=- - __ -_-_ _ , __-= --_- __ __ _- -_ _ .- = -- __- __ ;-- v 12"- a MATCH INTO 29+73.00 22.00' RT it _� o > 28 \ a r ;. :9`': �.• 8 ® -F N . . EXISTING 24" 5D pp ppA� ... �( 1v`/`/ -� 9 7 `� � 'a" ' •'� w s � `. '':i�': j ::• :�..:•� a •..' ::•:';I:'. .a�a'•a?..:.e:yy�:. .. n '� '�� ..:,...v��Y ��'''°' 4'�..�1�:��r9'' 1 A TYPE 2 - 48" 30+45.02 22.00' RT 35G34 349.95 (24"N) 349.95 (24"5) Q -D z ROAD C 5- - - - - - - - - - - - - - - co f 'n T 352.84 (I2"W) SEE DWG R- N G \C O �n N \ (0 x 9 o a] TYPE 2 - 48" 31 +4 I .G3 1 2.00' RT 360.41 356.80 (18"N) 356.80 (I 8"E) SIDEWALK ACCESS / ROAD B / �/ ✓ J� 1 90 89 8 8 / w 8� C 6, 357.30 (12"W) STA.=32+44.88 \ 94 93 92 2A TYPE 1 31 +41 .63 I2.00' LT 360.41 357.41 (12"E) O Q 3 TYPE 2 - 48" 32+78.25 1 2.00' RT 3G5.03 3G 1 .42 (18"W) 3G 1 .42 (1(5"5) \ W 4 TYPE 2 - 48" 32+78.25 1 2.00' LT 365.03 3G 1 .53 (18"N) 3G 1 .53 (18"E) 22LF - 18"51) I (n 5 TYPE 2 - 48" 33+69.25 1 2.00' LT 3GG. 19 3G2.G9 (18"N) 3G2.G9 (18"5) @5=0.0050 FT/FT 3G3. 1 9 (12"W) ROAD B R-2 CE ROAD B - STA 35+05.69 © TYPE 1 33+67.98 3 1 .00' LT 3GG.85 363.29 (12"W) 363.29 (12"E) 21 ROAD E - STA 130+24. 1 1 7 TYPE 2 - 48" 34+70. 14 1 2.00' LT 367.41 3G3.G9 (18%) 3G3.G9 (18"5) -81 TYPE 1 35+72.00 10.00' RT 3G8.80 3G5.80 (12"W) 9a TYPE I 35+G I .G9 18.00' LT 368.49 365.41 (12"N) 365.41 (12"5) 3G5.41 (I 2"E) _ _ - 10 TYPE 1 37+81 .71 18.00' LT 371 .02 13r.8.05 (12"E) 368.05 (12"S) __.__ __.____ __ _. ____- __ ._ ____.__ ___ _ _ __. ___ __. -____ __ __ I I TYPE 1 37+81 .71 10.00' RT 371 . 18 3G8. 18 (1 2"N) 3G8. 18 (1 2"W) 380 _ ____ - - - - --- 380 20 SEE SHEET R-G 2111 SEE SHEET P\_G SHEET R G 47 SEE SHEET R-10 375 - - -- - - - - - - ___. __..-_. _-- _-- _-_ -- _ _. _-- ----- -- --_._._._V I_i T. ._,_ 2 5 ___. _ - - 3 7 5 48 SEE SHEET R-10 _ - - - -- -- - - -- - -- - - - -- - - - - - - _ _ - - __I O Y 0' -- - -- - -10 49 SEE SHEET R _ - - _ - -- - - -) - ---- - - - -- - - -- - -- - O© O -- - _ ----- -- ---0 �o -- _ _ ._ '__ -- -- ---- - - __ _ - - - - - -- - NOTES: i35 O cr) O to FI I H E D -- - - - - - -- `- °ro-- --- -- _ __ _ _ _ _ _ _ __ _p_. __ - _ Q _ Q m -. __ - - _ _ - - __ _ __ ___ -._ _ _ _ _. __ _ ___ - _ _ _ -._ _ - _ 3-70 1 . ALL CATCH BASIN OFFSETS ARE TO FLOWLINE OF CURB. 370 _ I 2. CATCH BASIN SIZES IN PROFILES ARE NOT TO SCALE. PIS 9+63. O + m �`� I TI G G N - - - -- - - - -- - - - - - _ _--- -- _V PI-[ LV: 3 3 5 - -- -- -- _. _ _ ip.O - - Q -- -- -- --- -- _Q U---- .- .- ._ ----- - -- -- - - i. O - - - --- -- --- - O - .---- LOW P IN -5 A-:I.2 + 2 9 --- -- - -- -- - - - .. _ m- -- _ - - -- -- -- - - -- - -- -- - ! - -- - -LOA(-I'.OI T ELY : 5 6 -. -- - _ _ - -_ _. II . -II - O - ---- - _ - - - - G o' v Q II C .2 365 - --- - --- -- --__ _ _- -- --- -- - v Is A 2 + 70 �n � w ! 365 PI EL 5 6 ...� _ - O D ,,V 4 - --- - 8 �-- - - _ 5- 0. I 0 FT FT - -- - -- - - -- - __ i __ __-_ -_ _ __ ____ _ _ _ LV - - _ - _. _ - - - - --. .01. --- -- -- - - - -- - - -- -- - -- -- - - - - - - - - - _ - - - ,- -- - _ � 4 _ @ �i � I_ T/ _ 3(;0 _ _ __ --_____ - Q__� __ _ --_-- _-- _ _ _ __ ___- _ __----- -- - _. --_---_ _ __ _ ____ 5 ��5 5 L , 12" D l000 ( 0 ___ �� -• � © II - -----'- 10 _--_ -- _0 _�> ,9 .. 5 8 S- '------------- -- - -- 0 Lf 005!! 5C, -- -- - - - -- -- -- - -- --- - - - ---- -- - - - - - f) jL 5 - - -. o�C ..- - - - -- - -- -- - - - - - _-.- ------ -- -- - - - - - - -- -- - - - - - -- - -355 _ __ _ _- _O w - - - _ - -- - -- - - -- _ )_'_6 F, I- - p� - - . _ 4 P, D - - -- -- -- - _ -- - 3 I F, 8' S - - - - _ --.__ -.__ __ _ -_-_._._-. . -__ -__ _ _---- -- ---- 355 0. 3 O FT FT 0. 18 FT�- = 1012 / ' A - _ - -.- I-- --- -. -- -- __ ---- _ to --- --- - -- - --__- - - - - - ---- -- - - __ ------ - -- --- -- - - -- - --- ---- ------ - -- -_- - --__ - -- -- --- --- - -- -__ __ _ __ --__ -- --- ----- - -- -_- 0-c- 350 - - - - - --- - - --- 9 LF 1 D L I 1221 5=0.,()51)7 fT/ffT -- - - s o L- 4" 5 6 . L ,24" _D 3 4 5 F77- o I o . 2fT/fTI ___ ---- __ ____- _ ._--- - - -- --- - - --- -- - --- - - -- ----- ----_ - -- - -- - --- - - --- --- ---- -_- __ ------ - - 345 -- o N - - - - - - -�t m �t ,n r O N m c� �t ,ri >n �- 1\ - ..� m - p m p O - - N - HORIZONTAL CONTROL: 340 _ m m m m ``� vn m m m m m m m m m m m m m m m m m m m m m m m c� m m m 40 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN 28+00 28+50 29+00 29+50 30+00 30+50 31 +00 31 +50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 3G+00 3G+50 37+00 37+50 38+00 38+50 NGVD 29 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK R COUNTY HIGH ROAD B PRECISION NETWORK HORZ. - lit = 50' VERT. - 1" = 5' 3-G-07 NLA CDP MR5 REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY �44oA., ,o TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS �,�� YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N0. CHECKED BY APPROVED BY BEFORE YOU DIG 1-800-424-5555 CDP/TWT MRS Consul ting Engineers DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ROADWAY AND STORM DRAINAGE P OVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 9850318T11}� �1 BY: _ DATE: �f1//-' R-4 S C A L E: (360) 292-7230 Fax (360) 292-72311 lOSw IV' SYSTEM IMPROVEMENTS DEVELOP ENT REVIEW ENGINEER J 0 B N0. : 406030.04 AS NOTED p� �G� ROAD B y�PPROVAL PIRES ONE YEAR AFTER APPROVAL DATE: 1 1 OF 59 NO. DATE BY CHD. APPR. REVISION STATIONS 29+73.00 TO 38+00.00 ROAD SEC . 24 , T17N, R1E , W.M. I e F , ROAD G I - o 99TH AVE. 5 I ROAD F � I, 4 CL ROAD B - 5TA 39+76.26 CL ROAD B - 5TA 42+32.29 6 CL ROAD B - 5TA 44+88. 14 R-2 i ROAD F - STA 150+24. I I G R-2 1 ROAD G - STA 170+24. I ! ROAD D R-22 CL ROAD D - 5TA 106+53.90 j uruRE j _ I of 99TH WAY DIVIS�ON5 5 4 6 p p + j - ROAD F ROAD .0,SEE DWG R-1 I SEE DWG R-12 SEE DWG R-9 oOC j 02 a QI 0 02 O 1 11 00TH AVE. 0 56 R/W 56' R/W 56' R/W - " O 28' 28' 28' 8'-'""28 / oI ROAD E 0, �I 28--r- F .. 0 ( I I p <� I 19 2 N I 4 I I _.___-___� o c srREEr 68 1 7 I 1 �: I N a 189 I39 4 I -- a Roq J12 / TAHOMA BLVD \ ----------'---------_I--k - n 130 131 1 321 , -', � I I -- - FUTURE TAHOMA TERRA ( 1 r� a a FUTU i MULTI-FAMILY ( 4 - 1 / 0 I 3 19 O 1 9 1 I , I DIV,ISION5 7 4 8 i MASTER PLANNED r L•. � - - - - - - - - y COMMUNITY } C7 1 52' <: �\ � - - - - - - - �n Nt{) - - - - 64 : r 1 6 L -�' -;d.'^'C" °:•. ...10 'a :v 5 v '::a>:: 4 A TI N I r SEC 24 7 STEP - STSTEP_ S EP - - - .--Z- '� L � W- 3- OO W -..� • -�_- _.__ ---:a +00 W_ -. _pq �t0 W --z Y fib. _ -- W �#2 pf3-�� - -- - -_ - ---- ~� -- --- , 12" _ _ - SCALE: 1 50 FEET 4I v a • ° i ems`- -- '--- • • - - W.1..'.'.:.a:•;�: .._ .ate.- ..vYVip:•, a. < - . �� 1 . ..... . .• .• .. .•. .. •.•. a. 'a. :.,. .. � ,.. '.;,..•' 'i..:.<.r. s,a•y'. n, .r.;. • I:d..4;,;�'°:.:.e: .` .ie'a: . d:a ° a •i .a. �4.r�.�� .•.s v d3,a ' STORM DRAIN CATCH BASINS �:. •:' .ti.•,'. :3: .•.v 4...v;e.4 v�a.4� a.4 ��.. ,y' .a.l .rrr�� 1 - - - _ i2 - - - - - - - - - - - - - - - - - ©- - - - - - - - - - - I� I 4; 1 0 25 50 100 TYPE STATION OFFSET GRATEELEV. I.E. IN I.E. OUT -� - - - - - - - - �t tn �p T fir, N � 4 a. � �4,y;� I I I O SEE SHEET R-4 (5 CS i I I , ._ I I SEE SHEET R-4 Z W �j Q �-7 /' '7 5 ii '�3 O��N.a I 12 TYPE 1 39+70.83 1 8.00 RT 373.95 370.28 (12" W) 370.28 (12" 5) W (l� Q 83 8 2 8 1 80 l / ✓ �� / b `� 13 TYPE 1 42+47.00 18.00' RT 370.51 367.07 (12" W) 367.07 (1 2" N) O W ( �' 8 84 I I a } 4 1 ( 0 14 TYPE 1 44+ 15. 17 18.00' PT 367. 1 I 364. 1 1 (12" 5) 364. 1 1 (12" N) Z I I 151 TYPE 2 - 48" 44+53.65 10. 10' PIT 366.67 363.08 (18" W) 363.08 (18" E) _ I '' I n /-�------- 363.58 (1 2" 5) Q 39 SEE SHEET 2 - 4 R-9 44+52.99 10.00' LT 366.67 3G3. 17 (18" W) 363. 17 (18" E) ROAD B 40 SEE SHEET R-9 54 SEE SHEET R-I I 55 SEE SHEET R-I I 56 SEE SHEET R-I 63 SEE SHEET K-1 2 -- - - - - - 64 SEE SHEET R-1 2 65 SEE SHEET R 12 ---PL_EL- - _7_ _....a - _._ _ - - - _ - - - --- - - - - - -- _ _-. 390 NOTES: 390 - IG I T T 9 7 .30 HI' H P IN E V: 374.38 __ _ _ _ _ -- I . ALL CATCH BASIN OFFSETS ARE TO FLOWLINE OF CURB. - - - - ---.L 2. CATCH BAS►N SIZES IN PROFILES ARE NOT TO SCALE. 385 ----- 365 380 LLJ -- TA 4 -+- 7. 1 - - _- - 3801 F N I H D D -' -- _ _ _ V_ _E V: 3 9_. __ -- -- --- - - L T 4 5 7 _ - - - -- - -- _ --- Q�- _ m- _- __ 6 .0_.. C _ .L W-P- I N -E-V 3 6: 4- - Q - - -- IS I N GROUND ) o m o . -- _-- __._ O-_-- - - - w NCO � � + � 375 co m - - --- �r w co Q {- _. ......_ __ `L' -- 370 > > - -- -- 6° H.. _ - - -- - _ -- -- -- - - - --- - - -- -- - - - - 9 F, 1 2 5:), _. _2 62% _a ---- - 3 G 5 - - 365 oI I-i / Ll 12 S 3 G 0 - - 9 F, I �D, =0. I 6 FT/PT 355 - - _ttt ------- 3551 O - Q. . .__, -- N m m m m N _ 0 N - O O _. �. _C _ _.. . __m- _ _-m __ - _m_ __ m"_.m _ _m_.__._.. _ _m_ _m __. _.m. .m ---•- m. ._m - 3 50 HORIZONTAL CONTROL: 350 m m m m m m m m m m m WASHINGTON STATE PLANE, SOUTH 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41 +00 41 +50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 VERTICAL DATUM ZONE PERTCHPN NGVD 29 THURSTON COUNTY HIGH ROAD B PER THURSTON PRECISION NETWORK COUNTY HIGH PRECISION NETWORK HORZ. - 1" = 50' VERT. - 1" = 5' I 3-G-07 NLA GDP MR5 REVI5ED ROAD GRADE5 PER CITY COMMENTS DRAWN BY DESIGNED BY �4�oIL ST�8,o TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS �.� WORKING DAYS BEFORE YOU DIG � YELM, WASHINGTON DRAWING NO. CHECKED BY APPROVED BY BEFORE YOU DIG consul Ling Engineers 1-800-424-5555 cDP/TWT MRS 1-800-424-5555 4200 6th Avenue, Suite 309 ,� ROADWAY AND STORM DRAINAGE R VED FOR CONSTRUCTION - DATE �1� R 4/6/2007 Lacey, Washington 98503 p? IMPROVEMENTS �Y` DATE: / �- SCALE: (360) 292-7230 Fax (360) 292-7231 a,�d SYSTEM I M P RO - EVELOP NT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION 1 0 B N0. : 406030.04 AS NOTED ��OX�/oq STATIONS 38+00.00 TO 44+88. 14 APPROVAL PIRES ONE YEAR AFTER APPROVAL DATE: 12 OF 59 SEC . 24, T17N , R1E , yY.M. ROADD e� 1 ROAD G 1 c j/99TH AVE. ROAD B STA 30+99.75 ROAD F - Ct ROAD C - 5TA 61 +74.53 K-21 i uruRe <1 �I DIVI �ONS 5 I 6 o -' I o U OIL 99TH WAY � 105 � SFE°�o 8 � i � o o -- - - - 56 w�R-4 i --L---- �_ Q, 1 00TH AVE. ' 104 y 103 , 102 OG + ° r,�° °_�S 28, I ROAD E �� L r01� _ 108 107 � a FUTURE �_. :°/°r a .,.. ' _ / l"" I l / �i Oqo . � � 00 I _ ` _ A DIV1510 S 5 _ : : o OPEN / / 1 a s :...°:. / TAHOMA BLVD. j- _ 20 , . 48 G� ( � ,� :: :�''".'.�.. ., � � _ O / 25LF - 12"5D / � q Q� � -1 / 3✓ - - - - 18A 14' �- - m' ) N N� @5=0.0052 FT/FT / /� / I FUTURETAHOMATERRA � � / 4,� » ! FUTUFE .,....r' : . � .• G_...,.� , _j 24 nA SCALE: 1 =50 FEET DIVISIONS 7 E 8 MULTI-FAMILY 293 i .. t'o ' _ :..: ew�1Av�' d.w. - 2 l�u l C O 0 \ "/�T MASTER PLANNED \ _ _ COMMUNITY • - �.� ,:. a °. �:� - _ --�� --F- _ ... ....^.,�.. _ - a 2..,..: ., i 0 25 50 100 / ,� � 2 A ��o �� . �• -� ___----- �---- ° ..., .. '. - _ ;.. . .; ' a..' �°;; _ _ KEY MAP ' G N 0 �. ��_. ...., .. ... .. 22 N.T.S. .2 T "-a�....�' .� � -�.. � SEC 4, 17N, RI E, W.M. 1211 u _ 1 _ - - � i�C t� "�_�.�"� ''y: :.ii.�0:: - :.vim �. "°•.'�. ~o.: _ ��4",�b]�7. TN ;� _ � -:-._ ��. _ _.. -� _ �STEP _,�' _: vim.,a.• .°. ��~.......... ;A �� L �' i9 �% �' '---� - -- _ - --= -- M.a:•. p.,a;� " y� 41 STORM DRAIN CATCH BASINS �.. ♦ % i = ° ='.r.-.• �� PARK r_ - i I N - _ _ _ _ _ / TYPE STATION OFFSET GRATE ELEV. 1.E. IN 1.E. OUT - ' / / i' _ `n 4 2 I A SEE SHEET R-4 I A I / 44 2 SEE SHEET R-4 • M�� "� i �. : I� q '7 4 6 4 5/ r ! 17 12" CAP 57+24.26 31 .88' KT 17A TYPE 1 57+50.00 3 1 .00' RT 369.77 366.77 (12' W) 366.77 (I 2" E) 41 LF - 1 2"SD ° I 18A TYPE i 59+00.00 1 2.00' LT 366. 12 3G3. 12 (12" 5) @5=0.0093 FT/FT SIDEWALK ACCESS / ROAD C I w: _ 7 18 TYPE I 59+00.00 3 I .00' RT 365.74 362,74 (I 2" W) 362.74 (1 2" E) 5TA.=58+98.87 - ° �.j� -�'"J' R-22 362.74 (12" N) 22 ROAD D 19 TYPE I 60+42.54 31 .00' RT 360.37 357.37 (12" W) 357.37 (12" E) R-24 20 TYPE I 61 +32.72 1 2.00' LT 358. 10 355. 10 (12" 5) 21 TYPE I 61 +32.72 14.44' PT 357.98 354.97 (12"W) 354.97 (12" E) 354.97 (12" N) 22 TYPE 2 - 48" 62+ 14. 12 1 2.00' LT 357.97 351 .3G (18" E) 350.86 (24" 5) 354.47 (18" N) 23 TYPE I G4+41 .50 20.3 I' PT 35G.09 353.09 (12" M __.__._ . -_ __ _.__. _ __ . ___ __ - -� �- 23A TYPE 2 48" 63+85 83 12 00' LT 35G.44 352.20 (18" E) 352.20 (16" W) _: + . _ - - - - _. ___ - -- . - --- -- -- '- - - --- _ - - -- --- - - -- - - - - ---- -------- -- --- - -- -- ---- ---- --- - -- _ _ - --- -'- -- - 2 TYPE 2 - 4 + I T + ® 8 64 35 83 0.00 L 356.23 352.44 (18 N) 352.44 (I 8 W) 380 - - PI E. 0 V 2 - - -- ---___ _ _ _._ -. _- -- _ _ _ _ -- _-_ - 1380 352.94 (12" 5)LL J 24A TYPE 2 - 48" 65+00.00 10.00' LT 356.68 353. 18 (18" N) 353. 18 (18" 5) - -- - _ - _ - -' - - �- -- -- - - - -- - - - - -- .- - V I S, A - - - - -- - - - -- -- - -- - -- --- - - NOTES: 375 _ II ___.__ - _ _ _ _ ___._ _ _ _ ___ - _-- -..__.__ _. __ ___ 375 2. CATCHTBASIIN 51IZEOSF N PROFILLE5DARE,NOT TO SCALE. Ou L W ON E 5 I - - - - - - INI' H D GRACE - _ --__-- __. _-- 370 __-_- - _ _ _ _ _ ._ -_ _ _ _ _ _--_._ __ -_-_- -- _-_ __ __ -_-. __-- -_-_-- -_ -_ - --_ _-_ __ m LOW O(N E 05r-.50 370 A C IS IN I TI G R U D - -_----- - - - - - - O - - Q8 O � - - _ -- _ Q_� <Cm ___ ± m _-- __ + co __ 3 6 5 - _ ___ _ - _ __ ___ L-7 _ _ _-- -__ _ _ __ ___ _--- '-- -_ ---- - __ --_-- _-- __-- __- _ ___--_- _ -- _ _ _ - _ _ _ II o II_IL__ -- _ ___--___.___ _� _ ___ -- __-- __ _ - 3 6 5 7 w S O. I O FT FT I 142 LF, I S O. 2 4 FT FT "- 3 60 - -- - - I _ - - - - - ---- - - -- --- - -_- - _ - -- -- - - - -- -- -- ----- -- - - --- - - _ - -- - -- - - -- _ _ - - -- 13 - F' 1-2 5 °- - --- -- 3"55 I - - - -0. 8-- 5 355 35 --7F11, U_ I _ -_-_--- _ __- ._ _- -- - _-_ _-- 350 '- - - - - -- 6 LF, I D, 5 O. 2 0 FTIFT 18 LF, 1 11 S - - _ -- - I --- - -- IO'W S 0.00 0 FT T 5 0. 15 / _ 4" S - 3 � _I " -D 1 _.2 _F 15"5D -' -- - - - - -- --- - -- - 6 �' - - - ' _ 345 _ _ ___ _ _ ___ ____ _ .� _ __ _____. _ ___ _- _ . - -- ----.-_- s-o.o{4 F�- - -- - .____ �o m �n v r m m �. 6) O O O N cQ N cn In m (� [` [\ Ili �t N cn Ili _ .__..JC)- ._ C11.. -- -__ ._.._ d _ _ _-_ lfl. __. lQ _ Lam. ._ _ _6�. _-_ lCl. __- ___-- .. ...� ._-- -- . . d ..__.-_ -_ Q .__ _ _._._ ____ --_- lQ. ---.__ _ .6) - d O 6) �9 d N O ep cQ N cQ _ (� O (� {�.._[�. . ...L\ _ _._. ._ __._ �U _... --- --- Eti -�- -- C9 __S9_- - E9. _- -- -- _-__.-. Lp___.Sl_._ ._ ___ tfT - - - tf� S9_ _. -�.__LQ_ __ .�. _.S Q__. __. _ _LO--- - -tn __ _.-..-- -- _l(� _- _-- --_.tn_ -�!]C_-__ __ _. -1-1-1-U-) _11)._. __ . 340 m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m 340 HORIZONTAL CONTROL:Ln 5G+00 5G+50 57+00 57+50 58+00 58+50 59+00 59+50 GO+00 G0+50 G 1 +00 G 1 +50 G2+00 G2+50 G3+00 G3+50 G4+00 G4+50 G5+00 65+50 GG+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 THURSTON COUNTY HIGH ROAD C PER THUR5TON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK I 3-G-07 NLA CDP MR5 REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY 4�oA s�88� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS '� �~� f f� YELM WASHINGTON DRAWING NO. CHECKED BY APPROVED BY WORKING DAYS BEFORE YOU DIG CDP/TWT MRS BEFORE YOU DIG Consul ting Engineers 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ROADWAY AND STORM DRAINAGE APPROVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 1 ' yd1 BY: r DATE: ` R=6 S C A L E: (360) 292-7230 Fax (360) 292-7231 ,�.� -� SYSTEM IMPROVEMENTS DEVELO ENT REVIEW ENGINEER J 0 B N0. : 406030.04 AS NOTED p�/�"��09 ROAD C APPROVA EXPIRES ONE YEAR AFTER APPROVAL DATE: 13 OF 5 NO. DATE BY CHD. APPR. REVISION STATIONS 56+46.00 TO 65+00.00 SEC . 24, T17N, ME , W.M. !_ - Q I ROAD eF� ROAD G I l 8 ROAD F I -99TH AVE. R-22 2GLF - 12"5D uruRE Q @5=0.0050 FT/FT I i I - m U OII99TH WAY DIVISiIONS 514 6 p p = >I 1 � If 3 I LF - 12 5D I % lI 1oOrH AVE. =0.0052 FT T w - @ ROAD . /? U I� \ � N �'� CONE 2 CDC \49 O ' ' ' Q O R li�i sr_ 2 5 ✓ -I oq C REer 43 F281/ �` � 5 I �5 2 � 57 58 _ " .- r� A. 5 3 5 4 TAHOMA BLVD. ov/4\ 5 5 4A .-.� SCALE: 1"�50 FEET ` \ n, s �� ` .,•S_I�•:t,,h '_`_- � _ _' �r - .:.:� -4 �.I; . .N - � i - - - - - - - - ` - 1 .��n.. 'd,.. :�•',.:v�.+ 4'v�. +� .' p.r: !�.. 4 1 FUTURE TAHOMA T E RRA N O ZJ 50 OO FUTU ED DIVISIONS 7 4 8 MULTI-FAMILY 4 2 A S COMMUNITY KEY MAP - � �� -.-.�•`�� i�,-. �, A_Q-vim- •u 2 _ N.T.S.N T S SEC 2 17 W.M. STEP.. . .., __ �b0---:...-....-.. - � �� °` -~ _�._ N _ __��-� ` •_I.8" c�� , EP '"'--- �- O 4 T N R I E W a _ TL S FE / p, _ 1 - - - a 2 8 I �G.v.•�:.:.� a.s ''.�3:�"� :'�'..' � 1ST �- O �, } - 2G _ _ I - _ _ _ 28 - - _ _ _ O N = o STORM DRAIN CATCH BA51N5 38 - TYPE STATION OFFSET GRATE ELEV. I.E. IN I.E. OUT 0) / 37 32 I , lS> 23 SEE SHEET R-G I 3 5 34 3 3 � , 24 SEE SHEET R-G I ` 24AI SEE SHEET R-G 1 25 TYPE 2 - 48" G5+5G.09 18.00' LT 357.65 354. 15 (18" N) 354. 15 (18" 5) 2G TYPE I G7+00.00 1 0.00' RT 3G 1 .41 358.41 (12" W) 9 27 TYPE 2 - 48" G7+00.00 18.00' LT 3G 1 .25 355.03 (18" N) 355.03 (18" S) ROAD R-22 358.25 (12" E) 28 TYPE I G8+98.76 1 8.00' PIT 365.83 362.83 (12" W) 2GLF - 12"5D 29 TYPE 2 - 48" G8+82.00 10.00' LT 365.70 355.93 (18" N) 355.93 (18" 5) @5=0.00G2 FT/FT 3G2.G7 (12" E) 29A TYPE 2 - 48" 70+45.00 10.00' LT 368.49 356.74 (18" N) 356.74 (18" 5) 30 TYPE 1 71 +98.47 10.00' RT 370.76 3G7.7G (12" W) 3 I TYPE 2 - 48" 71 +96.47 18.00' LT 370.59 357.50 (18" N) 1357.50 (18" 5) 3G7.G3 (12" E) - - - - - - _ P 5'_A: 7.11+ 7 5. NOTES: + 1 . ALL CATCH BASIN OFFSETS ARE TO FLOWLINE OF CURB. 380 0 0Q VIC 1 1 380 2. CATCH BASIN SIZES IN PROFILES ARE NOT TO SCALE. } _ _-- _ _ __ __ 37 5 F N I H D Rk1D If_ - ----- -- WP I T T_•_6_ 3 •8_ -.. _ __ - _ - ---' - - -- - - - -- -- - _ _ -.. -- - - 4 . - -- - - - -- - - - --- - - -- - - - --- - -- -- -- 370 - - - LOW POINT E 5 0 370 - -- -- _ - -- -- -- -- - -- - _-- -. - J -C)0/0 QU -- O It o m lu- o -- - - - - o -- - - ---- - -- - - - - -- 365 "' API-1 365 360 ILU 360 0. 8 - - 2G 355 _ - _ - _� -{ - -- - I I 11I IT 31 I 12 LF, 1 D 9 12 LF I " 5D, _ _. -- FT S- 0. O O FT � 5=0.10050 fT,'fT 350 -2 - - --- 2- A - - - -- -- - -- - - - S 2 F, I D, _ -- - - - - 2 3 F= ) -5-- -- - - - o G - - - -- - - -- -- - - - - - _ _ - 0 5 / 350 -- 5 3 L , 1(8" 5 D _ 8 LF 1 " 5D. 5 5 Lf, 8" S , 5 O.D 13 FT -_ v 5=0.C)050__ FT 5=0. 1 35 / 30 Lf 345 5=01.0- 5 - --- --- -- - - - - _ __ 3 _._ -_ _ __- _m_-.. __. .- _-___ _. _. m m _� m - � � � � _ � -- _ ___Ql _ __ .cQ cp t� L9 - CV (n d tf� _19� _ _ - _>� _ �, _►�_ _ _ , _�__ _ _ ,�, _� _ �_ __�, __ _ "- _U _ ..--.-__- -� �_-- _�_ __ �_ _� _� , -_�. _ _ ,_ _._ ____ r� -- -- - 340 340 _m m m m m m m m m m m m m m m m m m m m m m -- m no m m m m m m m m HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH G3+50 G4+00 G4+50 G5+00 G5+50 GG+00 GG+50 G7+00 G7+50 G8+00 68+50 G9+00 G9+50 70+00 70+50 71 +00 71 +50 72+00 72+50 VERTICAL DATUM ZONE PEP,TCHPN NGVD 29 ROAD � THUR570N COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK I 3-G-07 NLA CDP MR5 REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY R sT8 CALL UNDERGROUND LOCATE TWO SHEET NLA TWT ��4�0' .,�,�,��, TAHOMA TERRA DIVISIONS 3 8� 4 / TTPH3-8, LLC _ CALL 48 HO URS YELM WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N0. CHECKED BY APPROVED BY BEFORE YOU DIG � � _ - _ 1-800-424-5555 CDP/TWT MRS Consulting Engineers DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ROADWAY AND STORM DRAINAGE PPkOVED Fop,CONSTRUCTION Lacey, Washington 985031x° .� R=7 4/6/2007 lo ,� ,,,.o SYSTEM IMPROVEMENTSY: DATE: T SCALE: 0360) 292-7230 Fax 0360) 292-7231 �• DEVELOP ENT REVIEW ENGINEER AS NOTED � =/g7'/04 ROAD C J 0 B N0. : 406030.04 A'RPROVAL PIRES ONE YEAR AFTER APPROVAL DATE: 14 OF 59 NO. DATE BY CHD. APPR. REVISION STATIONS G5+00.00 TO 72+00.00 SEC . 24, T 1 '7N, R I E , W.M. �- _ ROAD 10 STATION EQUATION ° ROAD G ! V � (� �} R-22 78+G2.72 BACK ROAD p i ++I-_ . __. ,O �w 99TH AVE. 109+30.66 AHEAD SEE DWG R-9 I ROAD F m� 56� R/w �UTURE j - m I OiI 99TH WAY DIVI 1ONS 5I6 6 U O Sri' I 1 OOTti AVE. z lL O 6 4 / 6✓ ^ j 2 e. I I ROAD E / G IG C " 0 O 0 7 I 2," 1 + 6 I G2 6 3 _ 6 5 6 6 7 c ; O - O t l� t � �n �n + - 3 SCALE: 1"=50 FEET rAHOrv1A ewD. - - v-�'J - - - - - - - - - - - - - - - - - - - •��.' .. ��: �.: ;..'. .. .•.-.:mod.' .. �;• 1:-k• •:'.,: !^. v.> .;.o:: . a.,..,: 33 .:a .:a. r •,1:.; •:a:/ j 0 25 50 100 FUTU FUTURE ...•a. •.'a.; .o:. .. 4�. ..:..•e. . ..v .a. .e 1 q.•:.., :a: .:e:i> •'.5a,i 1:•;.':• '.:4.: '. •�e:4• •a.'.. ':'4:•;.'.': ?. .•.v :er• Oar:` `l I MULTIryF°AMILYER 1.+ A i .. • •�. / DI 1 N 4 8 . S7 L}[_ 8 •1 �. x a ' vISO 18" r _ - --- _ M co nMUNITYYED - -_-- _ -- STEf� - __ - STEP _�__ _N �,:TEP _�- - - STEP __ _ST -- - �- E,� W - + -- -- STF --- -- - � 1-- - -4 -- - 73+)'0 _ -' __ -w - I r� i-L_- _=^Y ° -=__ v� �- ---�� s 7a �" --a 0 - KEY MAP / ( 1 - -_-- ____�__ -= I N.T.S. 5EC.24, T 17N, RI E, W.M. - _ 'a''a 9: . '.• '.•.: .tv.. .o. .,e. •:n .:.., ..a, 1..; , ...a 4 4`a 5v �i.P '' - •� L .e •a .,. ;-gyp-:-� .v:....�..--2 �,•;i. .v 9. . .44 LLJ C `^` _ _ \Eo�e --�- - - - - - - - - - - - - - - - - - - - - - - - - - In ISM -� U � 25 �' 2 22 2 I 20 19'�,. �) 8 I / � 6 J � � 5 � STORM DRAIN CATCH BASINS 0 28 27 26 2 ii = 'd TYPE STATION OFFSET GRATE ELEV. 1.E. IN I.E. OUT W �1` Q 30 SEE SHEET R-7 Q 31 SEE SHEET R-7 i LU 32 TYPE 1 74+92. 1 1 10.00' RT 370.92 367.92 (12" W) I I STATION EQUATION 33 TYPE 2 - 48" 74+92. 1 1 18.00' LT 370.76 358.97 (18" N) 358.97 (18" 5) 2GLF - 12"5D � ROAD C - STA 78+62.72 = @5=0.0050 FT/FT R-22 � ROAD D - 5TA 109+30.66 367.79 (I 2" W) ROAD � 34 TYPE I 78+07.26 18.00' PT 366.03 363.03 (12" W) 35 TYPE 2 - 48" 77+90.00 10.00' LT 3GG.45 3GO.4G (18" N) 3GO.4G (18" S) 362.87 (18" E) 41 SEE SHEET R-9 42 SEE SHEET R-9 43 SEE SHEET R-9 44 SEE SHEET R-9 NOTES: . I ALL CATCH BASIN Of ARE TO FLOWLINE OF CURB Z m - _ -- _ _ -- -- _-- 2. CATCH BASIN SIZES IN PROFILES ARE NOT TO SCALE. ASI 385 5. - ------- - - - -- _- - - - -- -- - - _ _ - ------ -- --- -- ___ __ - -_ _ - _ � 385 - - - -- - _ - IG -POINT-5T/ 9- :9 _ - - - - - - - _ 5. 00 V 380 Pi L o v .9 __ _ _ -- -- _ _ ___ -___ __v_ 380 _ ___ - -- _ _ - V l-- LV-.365 0 ._ i C5- �;- -- -- - -- - - -_ - _ _ -- - -- -- --- -- - -- LO MI ELY 6 3�3 --- _ - _-_ _ -_ _ -- _-- _ -- ._ _ __ _ _ _-- _._ _ _._ _ ._ _ -. - _- -- _ _ _100. - - - _ -- -- -- - �..- - --_o. -- --- - m m - -" I TI G GF O N O 370 4�1 370 � Q 365 - - -- - - 3 365 2111 5- Mal 9 I 8' 51),- i 0 L -8' 5D, , 050 / i LFi I D "W 5 0. 0 0 FT FT 355 - - - 3 I - _- - 2 3 LF I - D - --- - _ . _ --- - 15-00 0 5 /1.5 0 0 FT FT n _ .-__ _ -- _ _._ _,, _ __ __ , N m - � � � - ._m- __ _ _. _ tn. _ -- __• _-_._ __ gin--__:-.-.__. _ao __ _�sa _- __.__-- In_-_- -- p O - O _ O _ - _ - c�i - - - - O 6) �0 �O <0 u� O O KJ - to _ _. -. - C� _l� - f� --- -. ._..L�- - t� -- - - {�- Is __S9__ __. ._lS?{ - - F9 - - - 345 m_ - m m m m m m m m m m m m m m m m m m m m "� m m m m m m m m 345 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH 71 +00 71 +50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 7G+00 7G+50 77+00 77+50 78+00 78+50 79+00 79+SO VERTICAL DATUM ZONE PER TCHPN NGVD 29 #_ ROAD � THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK I 3-G-07 NLA CDP MRS REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY ��oR S TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS ��fi YELM WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING NO. CHECKED BY APPROVED BY > CQP/TWT MRS BEFORE YOU DIG Consu!ting Engineers 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ROADWAY AND STORM DRAINAGE PP VED FOR CONSTRUCTION R=8 4 6 2007 Lacey, Washington 98503 1 * a1 BY: ' DATE: / / S C A L E: (360) 292-7230 Fax (360) 292-7231 law -�� SYSTEM IMPROVEMENTS 1 VfS FLOP ENT REVIEW ENGINEER J 0 B No. : 406030.04 ROAD C AS NOTED �E7�)RR9 OJt/�7�09 fiiPPROVAL XPIRES ONE YEAR AFTER APPROVAL DATE: 15 OF 59 NO. DATE BY CHD. APPR. REVISION STATIONS 72+00.00 TO 78+62.72 SEC . 24, T 1 '7N, R 1 E , W.M. eF , -___- �, i o[ ROAD G ROAD D - STA 10 I +41 .68 12 r- ROAD K STA 210+00.00 R 23 ROAD K 13 G ROAD B - STA 44+88. 14 I - ROAD F 99TH AVE. SEE DWG R-14 R-23 R-22 ROAD D - 5TA I OG+53.90 ! I I 99TH WAY 5G R/W 1 DIVIS65 51*G Qp I S o Q >1 8' 28 @5 F 0- .070 FT/FT @5 F 0- .0002D FT/FT 2GLF - 1 2"5D , ---\- --i- --- °? I �1 Wf�_i oorH AVe. ----- ---111..- - I _ @5=0.0050 FT/FT ROADS � I l LONE I \ \ __ �! Ro �7i STREET C0 � qQ ' r v� 12 TAHOMA BLVD. _ 2 3 4 5 6 7 ____ 397 398 ' . I 8 9 10 SCALE: 1"=50 FEET I - --- / , FUTURE TAHOMA ERRA in FAMILY D Ivl s o MULTI 0 25 0 100 s DIVISIONS 5 G 7G ( p - N 39A \ -44 COMMUNITY - I M NNED i KEY MAP ,_ _ - .. •... ... . . � '� 24, T 17N, R I E, W M .,,.a.:,..: ..• ,.,,a.,.• � 1 STATION EQUATION N T 5 SEC ♦ _° ..: :':: °` °. b' _ OAD D 5TA 109+30 GG = v � Z -•- --;r-- N _ - - _ _ ...--.._. __._ - _ - W = W- + - o \� R 22 ROAD C - 5TA 78+62.72 -T - -I--- _-- S EP - -_ - STEP - _ - -- STEP - - °T p __ __ _ �_._-.iOG EP -� 00 8 -� d - I Fc�O -- -r�� - --- - ! o = =� - To go �, s oon - - y=- -_ �+��6"__ _ - _ D- 1 �'7 . v ♦ f-_. 12" --.. �. w v- v- °., v'.. •.; o': v o .. :'. v o.'•.:o ':..¢':o'...a'•: ' s V � :. � STORM DRAIN CATCH BASINS ��' -- -- - - ♦♦ - - \ - - - - - - - - 1 - - - 38 - - - - - - - - - - - - - - 39 - - - �;a. wl 15 - - - - - - - - 42 \- - 43 TYPE STATION OFFSET GRATEELEV. I.E. IN I.E. OUT - - ,♦� ,♦ --- -- - - \ � o �n� � � � � I � , o � � ._ _��,{, ' � � �109+30.66 At1EAD IBM- P - o I I o�\� OFEN I t� I +62_72 BACK I4 SEE SHEEP R-5 Z �, i I MA ChLINE 7 2 I I 78 LLJ 15 SEE SHEET R-5 o ~I 7 19 6 19 5 194 3 19 2 1 91 i \ -- --- --- 5EE D G.R-8 7 �� ',;\ -- I G SEE SHEEP R-5 3 202 2 200 199 198 t �., � •' _ d I / 3 --- -'I _� =.� �. 1 ( I��`�-�� 34 SEE SHEET R-8 - I ` �'_1__'7_- 35 SEE SHEET R-8 a o �L l�Ia $\ �� I I "�--I-------------= ------- ---- 8, 3G TYPE I 101 +5G.00 1 2.00 RT 372. 10 3G8.5G (12" W) 368.56 (12" E) 2 28'--L2(5 28 3G8.5G (12" N) �5G' R/W 5G R/W 37 TYPE I 103+50.60 1 2.00' LT 370. 12 3G7. 12 (12" 5) 23 ROAD D ROAD C R-3 SRO ROAD B SEE DWG R-8 38 TYPE 1 103+59.91 18.00' RT 3G9.91 3GG.91 (12" N) 3GG.91 (12" E) 300.91 (12" W) 39 TYPE 2 - 48" 105+58.69 18.00' RT 3G7.92 364.92 (12" W) 364.42 (18" E) 364.92 (12" N) 39A TYPE I 105+58.69 1 0.00' LT 368.08 365.08 (12" 5) 40 TYPE 2 - 48" 1 OG+88.57 1 2.00' RT 3GG.78 362.90 (18" 5) 362.90 (18" E) PE 2 - 48" 108+25 9 12 00' RT (18" W) (18" E) _ 41 TYPE I 108+25 90 12 365 37 362 37 -- - - G5.37 I 3G 176 _ 4 TYPE 3 3G 7G - 390 t 'moo - - _ 43 TYPE 2 - 48" 108+80.64 1 0.00' RT 3G5.OG 3G 1 .00 (18" W) 3G I .00 (I 8" 5) TYPE I 1108+97.45 39.00' LT 3G4.7G 3G 1 .7G (12" W) *-- -- - - 7G SEE SHEET R-14 --- _ - - - - - -- - --- - -- - -- -- - - Q -- - -138 5 77 SEE SHEET R-14 385 _ - - -- - -- _ - - - - - - _ - _ _ -- --- --- _ - _ - - -- - - --- - -- - - - -- -- - -- -- - - - W IN OF CURB F S ARE TO FLO L ©_ -� _ -. --._ -_ _ - -__.1.-- _ ___ - -- - 2. CATCH BASIN SIZES IZES N PROFILES ARE NOT TO SCALE. -- - - -- -- -- --- -- - - - - - - - - - - -- 380 _9 _ __- -- .__ __ _ .+ ._ . cu-- --- - --__ _ --_ ___� _ - - -_ __ -_--- -- - ---- - ---- - - -- -- ----- --- -- - --- -- --- ---.__ _ - -v I TPA � 8 ©� 0 _ _ 380 OV O ._FOINT b L �G5.3 FI IS G E O -_ O 375 ___Lu__ .------_ __ _ -- _-- -_ ____ _ _ _-- --_ . _ _ -- -- _-- - _ _ -_ --- _ __ _--- - _ -__. _ - _ _ -_ -- -- __ -- _ _-- -__ _ __ __ _. _ __� - - - o �; - - - o6 _ 375 _ _ T >TI - 370 d_ 3: -MTh p Q P LU >370 d < >4- - - ------ -- --- -- 3 6 5 -- _ - - -__ _ _ __- _-- _ _ _.. _ 204 LF I . D, - - - - D, - -- ---- - -- _ - - _ - -- - - 540.0051 -- --- O,W fr. 2 LF I D, 0 F, I D, - _- _. _3 60 _ - -- - - - -- - - - . -- --- - ---- - - - - - - - - - ---- _ - - - - __ _ _ - - - ---�- `� 13 18' S 4 = 0 3• �4I -- - -- -- -- - - ------- - _ -- --- -- -- _ _ --- - - -- -- 8 LF - 1 - - S - I _ - - -- - - -- - - - - -- - -'-- 5==O. 2 FT - _ 35 Lf, 18 8 F� i ,�� D, - 5 .05 % S 5=0.()0!50 FT Fl" _ -I b M_ I F 1 SD, - - -- - -- --- - - - -- - - -- - -- - -- I 9 FTC _ 3 5 5 355 - - --- - __ _Ln __ _6�_._I}m _ _ �..._ __ __. _ _ ___fit �. ct __ _ _S9 _ __ �._.S9_ -_ __ .N __ - m N N Q O O 6� 6) �0 �0 [� I� <9 in In d N 59. - S9- -- -. S4-- --- ._ t9 _ -- - - -- - -- -- -.. __ �9_ - - - _ _ - _ _�._ _ - �__ _ �- _ - _ - _I�_ _� -- - - --- -- - 350 3 rJo m m m m m c� m ch m m �,� m ch m m �,� m m m m m m m m m c� m ai m m m m m m m m HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH 99+50 100+00 100+50 101 +00 101 +50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 10G+00 106+50 107+00 107+50 108+00 108+50 109+00 VERTICAL DATUM ZONE PEP,TCHPN NGVD 29 THURSTON COUNTY HIGH ROAD D PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK I 3-G-07 NLA CDP MR5 REVI5ED ROAD GRADES PER CITY COMMENT5 DRAWN BY DESIGNED BY � oR, ,o TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS �.�� ''�' WORKING DAYS BEFORE YOU DIG � YELn/I, WASHINGTON DRAWING N0. CHECKED BY APPROVED BY BEFORE YOU DIG 9 9 Consul tin En rneer5 - -800-424-5555 CDP/TWT MRS 1-800-424-5555 4200 6th Avenue, Suite 309 SCALE: SYSTEM IMPROVEMENTS Lacey, Washington 98503 ROADWAY AND STORM DRAINAGE PROVED FOR CONSTRUCTION �DATE 1$=i� ► 41 BY: DATE: � O, R=9• 4/6/2007 0360) 292-7230 Fax <360) 292-7231 l�u'� At-�� DEVELOP Nt REVIEW ENGINEER ROAD 1)J 0 B No. : 406030.04 AS NOTED � �®9 STATIONS 101 13.88 TO 109+30.GG NO. DATE BY CHD. APP R. REVISION APPROVAL PIPES ONE YEAR AFTER APPROVAL DATE: I G OF 59 SEC . 24, T17N, R1E , W.M. o ROAD � } ROAD G ROAD F 99TH AVE. - ROAD E - STA 1 25+ 1 2.OG 14 15 ROAD E - STA 1 27+68.08 2 _ m ml 99TH WAY ROAD C - STA 78+62.72 IuTURE; I <i ROAD I - STA 190+00.00 R-23 R-23 ROAD J - 5TA 200+00.00 DIVISlON5 514 G v 02 - - � � R-2 I � ROAD D - STA 109+30.66 � � ° I ° � o Q =I Q ROAD I ROAD J ROAD B °C 12 6 ~' 1 OOTH AVE. SEE DWG R-1 3 SEE DWG R-14 SEE DWG R-4 I I- `�- w__, old RO 5G' 5G' R/W 5G' R/W �O�IG�/y/ ___ �_: qp C STREET 28'--fi- 28' 28'x-fi--288'--�- 28 - Ro - r R I / TAHOMA BLVD. _ -I •� I � ° IG8 15 I � � � 150 _� 713 � , ,, 1; �_ , 141 25 � o I I 9 I - __ _, ---_I 250 � o_ � \ � �p- - - � � 1 � � � � FUTURE TAHOMA TERRA - - - - - - - f� Lf) tn� I ' ' I - - - - - - - - - - - - - - /C y I I SION5P748 MULTI-FAMILY - - - " �_-.._ ___---__�______ __ DIVI I MASTER PLANNED G7 i I - - - - - - 48 COMMUNITY v'.v' .a ..N�T�'-O � :: � I �`t, ,'..::,:.. . ::�• ,.:.; .o•'.v' �v�.d •v�•.d''o•'.'o o•: o,;'y•. .v�...K; ��\.?'. . :.�.�:'':.�v�.':.�.v:.o v - Iw - -- _ w -- -- __ .- w - - - -,N-- F�-_ ---- . w _- - W Ca- -------- -- @- --- r i ✓ 2 KEY MAP SEC.24, T 17N, R I E, W.M. cR- FUTURE _ _��- __ --� - - I - -� +- - -r- - - - _ 9 1 25±00_m_ T_ _ 1 2G+ O 1 27+00 O 1 28+0 129+00 I O+OQ� 45 -s e -= 1 2" N __- i -Ld o m D I V 1 S I O N S 5 * 6 - T- Aso so 18 - �,-- _ -- _- R x.. .' - - - - ...7D.v; v v•.d v., d ',6... - _ I - - - - - - -- - to - - - 4G - - - - - - - - - - 47 - / 49 v. ( I STORM DRAIN CATCH BASINS i �J_ - - - 7 93 INSTALL TYPE 3 BARRICADES - SCALE: 1"-50 FEET TYPE STATION OFFSET GRATE ELEV. I.E. IN I.E. OUT PER DETAIL, DWG.R-1 5 ..5. -I' i I _.____ 288 2 89.i�i ; 1 12 1 13 1 1 4 1 15 1 1 G 1 17 1 18 1 "7 20 1 2 1 1 2 2 123 124 I I _ 7 SEE SHEET R-4 i I I 0 25 50 100 8 SEE SHEET R-4 9 SEE SHEET R-4 ROAD E 45 12" CAP 124+ 1 1 .29 1 7. 1 2' RT 45A TYPE I WITH 125+27.00 1 5.00' RT 373.20 368.94 (12" W) 368.94 (12" E) SOLID LID 368.94 (12" N) 4G TYPE 2 - 48" 127+77.81 18.00' RT 371 . 15 3G7.4G (12" W) 3GG.95 (18" E) 367.45 (12" N) 47 TYPE 2 - 48" 129+50.31 18.00' RT 3G7.95 364.45 (18" W) 364.45 (18" E) 48 TYPE 1 129+90. 14 10.01' LT 367.45 364.45 (12" N) 364.45 (12" S) 49 TYPE 2 - 48" 129+94.50 1 1 .28' RT 3G7.42 363.85 (18" W) 363.85 (18" S) 364.35 (12" N) GG SEE SHEET R-13 SEE SHEET R 13 - --- -- _ -- --- - _� - ___ _ _-_ ___ __-.. -- -- -_ V I TA I 9 _ __ _ _ --- -- -- - ---- _-- --- G8 SEE SHEET R-13 - VPiI EtV: 369. 7 IG- OI .T. T,\;---'-2(5+ 0 0 - - - - -- - .- - -- - - 71 SEE SHEET R-14 I U_ _j - - -- _-_ 72 SEE SHEET R-14 Z 390 73 SEE SHEET R-14 NOTES: _- - Y�r.-.--- - - -_ .. -. - -- - - _... - - 385 _ __-_ice Q-_ __ j _-_ . _. _____ _ _ ^ __.___ -.__ __ __._ _ ___ _. __ __. __ _ ____ __ -_ � ) _ -_ __.._.___ _, _. ___.. ___ __ ___ 1 . ALL CATCH BASIN OFFSETS ARE TO FLOWLINE OF CURB. i - p N -� N -� 385 2. CATCH BASIN SIZES IN PROFILES ARE NOT TO SCALE. ZU) - -k� Lfl _ p - - --- -- ---- --- - - -- - Q Q -- -- -! - -- - o _ a- - - -- --- - -- - _ - - - - �' - - - - oC Q 12 Q - -__ - - ulIPi L : 380 - - -_ ___ __ _ __. -. ___ � _-__ � -._--. - -- - - - - -- _13 PIN F-15-TX-1-29 J - - - - 380 FI I HE D ATI✓H EX S IN ' - - - -_ cl -- --- - - GROUND 3. I LOP[ -- -__ - II II I 375 _. - N . - - - IS IN UND - - - _. --- -- -- - - - __ ._- _- -- - -- - --- -- - - ---- -- } -- - 3751 In -_L� E) II __ .__ - __) _ ___�___ ___ __ _ ___. _ _-- -_ _- _--__ __ __ ___ _ _ --- -- -- 370 37 - - - - __ _ __ __ _- _-- _ __--_ _ ._ -__-- _ -_ ___ _ _ - - - 0 G5L12" D 51L12" 5 , S 0. 19 FT FT 5=C.0051) FT/ - - - - - -- - - - - -- - __ - 172 F, " D 0. I 5 FT FT 5 �F,_�- -s- -- - -. - -- _- 3 G0 . 0I 3 / 5=0.0052 FT/ 355 - - -- - -- ---- -- - - ---- --- 355 0 ___,_- _-- _�.__ _, __ ._ _;.O _ _� .._ __.__ 4Q_ _ __ _N __. _ - N m m N N N N N - N. [� [\ - -- -- 0 0 -- -- - _ 350 m --I _ .m - - - e� m_ _ _ .� _m. - t� m--- t,� --m - t� - -m - � --m - -- _ - - m- m m m m m m m m m m m HORIZONTAL CONTROL: 124+50 125+00 125+50 1 2G+00 12G+50 127+00 127+50 12(5+00 12,5+50 129+00 129+50 130+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 4- ROAD E THURSTON COUNTY HIGH PER THURST H PRECISION NETWORK HORZ. - 1" = 50' VERT. - 1" = 5' PREC15 COUNTY NETWORK I 3-G-07 NLA CDP MRS REVI5ED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY NLA TWT b4�oA�' ,��r°p TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET "CALL 48 HOURS �.'�' '� WORKING DAYS BEFORE CHECKED BY APPROVED BY �` YELM, WASHINGTON E RE YOU DIG BEFORE YOU DIG � DRAWING N 0. CDP/TWT MRS Consulting Engineers 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ,M ROADWAY AND STORM DRAINAGE APROVEDFOP,CONSTRUCTION 4 6 200, Lacey, Washington 98503 �1 ' SYSTEM IMPROVEMENTS VE R-10 1�.�� b M P RO M E N TS Y: DATE: �� SCALE: (360) 292-7230 Fax (360) 292-7231 �� DEVELOP ENT REVIEW ENGINEER J 0 B No. : 406030.04 ROAD E N0. DATE BY CHD. APPR. REVISION AS NOTED (Z 02/27/01 A.PPROVPL XPIRE5ONEYEARAFTERAPPROVALDATE: 17 OF 59 STATIONS 124+77,57 TO 130+24. 1 1 SEC . 24, T 1 '7N , ME ,E , W.M. C, � ROAD D - - I G ROAD F - 5TA 145+ 1 2.OG --- R_23 ROAD I - 5TA 194+70.57 l ROAD G I 2GLF - 12 n SD �i � 99TH Ave. @5-0.0050 FT/FT 8LP - 12"5D FUTURE ; I �. i 99TH WAY I --I----- - ------ - @5=0.0056 FT/FT DIVI 1ON5 514 G p o 1 o U 10 >1 z I fib.. 1 6 1 I G 2 I G 3 1 6 4-� �� I 1 00[ oOc O �� I 00TH AVE. 27LF - 125D4U �., z 165 166 167 168 I ,' � �, Q, @5=0.0052 FT/FT (� OI - �v I d I• T(j 1 ( ROAD E F 66 ��i I 81 � �. � a O ! I to`tic CL/ q_ j i Mid -._ - - I - - - - - - -�- - - - - - - - - - / _- -- ------- Ro i TREEfF 53 AHO c / i b T MA BLVD. 1- a _ D I V 15I fUTURE O N 5 5 G --- -- �- --_ c� N -- -/2T cV - I I I FUTURE TAHOMA TERRA ----� -+ --- -- I - - - I- - +- -+- - -•-- - _ MULTI-FAMILY D ION 4 8 +00 145+ _-_- r _.�_-_ S tEP O `� y I 5 7 MASTER PLANNED - S1EP -tor 00. _�_ - S( F' _ 49 flO - �T lilt -- t 8* O a1EP -- -1�F9 00 - V 11 I - ©= _ - __ __ ._ _:---S©.. _. � 8_- -- -„ --- 1 2" '. -- -- ------- COMMUNITY - 13 . � pl2 12 . 12 a;.o.': Ta - - - most - - - �� - 52 :o. - - - - - - - - 5GP _ a _. '� - - - - �= - - - - - - - - - - - - N.T.S. SEG24, T17N, RIE, W.M. i KEY MAP ' I 83 SCALE: 1"=50 FEET INSTALL TYPE 3 BARRICADES 4 1 / _ I I I I cu Q PER DETAIL, DWG.R-1 5 I I\ Z1 59 142 Jj 13 3 i 3 2��` i � I �> 1 �� I� ' -I i i I �. + `l ..i . 0 25 50 100 E25'�-I--28' 28'---x--28' E26---x--28' STORM DRAIN CATCH BA51 N5 5G' W W 5G R/W 17 ROAD F - STA 147+68.08 5G' R/W 4 � ROAD B - 5TA 39+7G.2G TYP E S T A T ION O FF SET GR A TE ELE V. 1 I.E. IN I.E. OU T ROAD I ROAD J R-23 CE ROAD I - 5TA 204+70.57 ROAD B R-21 ROAD F - 5TA 150+24. 1 1 121 SEE SHEET R-5 SEE DWG R-13 SEE DWG R-14 SEE DWG R-5 50 TYPE I 144+76.53 10.00' PT 379.51 37G. 17 (12" W) 37G. 17 (12" E) 376. 17 (12" N) 5 I TYPE 1 144+82.33 18.00' LT 379.31 376.31 (12" S) ROAD F 52 TYPE I 147+32.56 10.00' RT 377.4G 374. 17 (12"W) 374. 17 (12" E) 374. 17 (12" N) 53 TYPE I 147+32.56 18.00' LT 377.30 374.30 (12" S) 54 TYPE I 149+64.37 18.00' LT 373.78 370.78 (12" E) 55 TYPE 1 149+89.85 10.00' LT 373.68 370.64 (12" W) 370.64 (12" S) 5G TYPE I 149+89.G5 10.02' PT 373.G8 370.54 (12" W) 1370.54 (12" E) 370.54 (12" N) NOTES: I . ALL CATCH BASIN OFF5ET5 ARE TO FLOWLINE OF CURB. 2. CATCH BASIN SIZES IN PROFILES ARE NOT TO SCALE. 400 - _�_� __+O F� - ---.__. __.. ___ _ -- 400 1 PI S ;A: 14'9 8 . 1 1 390 _ __ _ -- -- -_. _.__ _ - __ - -- - ---- _ _ _ -- -- - - --- _ - ___ - ---- - _ ___--- - P r L :- 7 G -- -- -- -- 390 PA L W 117 N EL V: 373,95-_ �0. 0 vel -- O PISA 149 0 • Ill _� 385 385 �- _- - - -+ - + _ _ _._. __. ______ _ - _-- __I 0 0 ,_� -- _ p FI IS E DE __. __ - _ •f-.. - - ---- - - - - -- - - - -- -- 0II II _ , __ _ _ - EX S ;I N G O N II I I I - - - -- - __ - __ _ __ m + -_ _..___ _ .. ___ _ __. _ ._ ___ -_- _... ___ _� --_-_ __ .___. . _._ -_-- __-- ___- _. .- ---____-- --- -- __ _. _.a_ _ -.-_-. 3 80 __- _-_ _I _ __ _ oc oc �p p 3 80 -- - -� - - - R )U ND : 1 5 P'E _ - % 375 -- _ - --- -- - _ _ ^---- - --- --�--- 375 i 0 0070 17/fT --- - --- - - ---215G LF I D, - - - --370 .--,--- 370 257'__f_, 1 D, 5=0.0141 fD�T E5:41 5F_ 2" S I " M `6 3 G 5 _ _L _- 2 OL ,5 52 2 5 I 1 14'----1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O m O m� m d L� _I �. _C-- -- �__lam_. � 1�- -_- _._<`_ _. _ t c _ -- _ �_ _L_ ___ _ __..[� ._ ___I -In C___-. - t\-___ __ _L� -- .- _- 355 m m m m `� m m m m m m m m m m m cn m m m m m m - - - 355 HORIZONTAL CONTROL: 144+50 145+00 145+50 14G+00 14G+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t ROAD � THURSTON COUNTY HIGH PER THURSTON PREC1510N NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK I 3-G-07 NLA CDP MRS REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY +� R s 8 CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS ,��4�,ot ��.,�.��, TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC _ CHECKED BY APPROVED BY YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING NO. CDP/TWT MRS BEFORE YOU DIG Consul Ling Engineers ,1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ROADWAY AND STORM DRAINAGE OVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 18t 0� �Y: DATE: C R-11 SCALE: (360) 292-7230 Fax (360) 292-7231 law �,r SYSTEM IMPROVEMENTS DEVELOP NT REVIEW ENGINEER J 0 B No. : 406030.04 AS NOTED � 02/2'/0 9 ROAD F A\rr, OVAL FIRES ONE YEAR AFTER APPROVAL DATE: 18 OF 59 N0. DATE BY CHD. APPR. REVISION STATIONS 144+76.53 TO 150+24. 1 I SEC . 24, T17N, R1E , W.M. ROAD e� ROAD ROAD F i tq'_ 99TH AVE. ROAD �B Ii 99TH WAY R i 8 19 OAD DIVISIONS UTURE 5 I Oi >I R-23 R-24 SEE DWG R-5 I I ° o ° o 1 I I I I I I GOTH AVE. 28' 28 I ROAD-7 l r. O!G 8 I 18 2 ,Iv 3 184 185 16 '�I, I / 87 188 189 1901 a I __ pC G 21 218 + I TAHOMA BLVD. FUTURE 0 _ o� to �`' � ° N I I DIVISIONS 5 G \O FUTU j FUTURE TAHOMA TERRA N _ - _ Imo=• . ♦ -- -- - l' - G 6 D ION +�8 ^... '�•'"^''�"'. '.: '' :. "*'�0;••'/'^�'•.d."':v v•:v.: v•:v°.a• o.: v' 3 _ o:•: I v� V MASOMMUNITYED asp::°_�..�.�._°.,�° -_-- ° .'d. o .o.„� o o ..,.,, ... .... ..•: .•... .•. - -- -- -__ - - -- '� __ _ _� 12" ° _• _-�- -�i 2" ; = .:=-- - - -- - _. U I'? __- -Sp=- - 12" -�6 12;;- - 1 3.. -------- I w /, ----------------__-_-- _ . _ sf3 so - _w __ ___ ___ w___�_______ _ _ W_____._ _. __-- R.• a , 1 KEY MAP sec - _- TT- - - r�P - _ �a11 ") 1 N.T.5. .24, T 17N, R I E, W.M. I G4+00 165+ - - - S7FP -IzG+00- _�l _ __ - -., _STEP -I G9 00 P _ -ree+oo __ ---- e�T...-tom,---�--v-�p��v r-.-u;. °-r. .. ... .. ... .. ..v-. v':v:. v�� o . e�•:p�:. •., .. ;. v': �::.•v,. : v'•. •..v'.� ��.v��:^v,.i: ..?'.vr::..•. .. ITT �. ®,��.v:.....'��.. 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TYPE I I G5+08.3G 18.00' RT 375.G I 372.6 I (1 2" N) 5 TYPE I I G5+08.3G 10.00' LT 375.77 372.48 (12" W) 372.48 (12" E) ROAD G 2GLF - 12"5D 2GLF - 12"SD @5=0.0050 FT/FT 372.48 (12" 5) @5=0.0050 FT/FT 18LF - 12"5D 5 59 TYPE I I G7+ 1 2.GO 18.00' RT 373.71 370.7 1 (12" N) ROAD B - 5TA 42+32.29 GO TYPE I I G7+ 1 2.GO 10.00' LT 373.87 370.58 (12" W) 370.58 (12" E) 24 @5=0.0050 FT/FT R-2 I � ROAD G - STA 170+24. i I R-24 370.58 (12" 5) G 1 NOT USED G2 NOT USED G3 TYPE I I G9+64.36 18.00' LT 370.47 367.47 (12" W) 367.47 (12" E) G4 TYPE I I G9+87.74 10.00' RT 370.43 367.43 (12" N) G5 TYPE I I G9+87.74 1 0.00' LT 370.43 367.34 (12" W) 367.34 (12" E) 367.34 (12" 5) NOTES: ___________, ___.__ _.�--..--.-----_ ___-_ ___ __ __ _- __._ ___ __ .___ _ . .___________ .______._ __ _._ __--.__ __. .__ ___ _ ____ .____ .__ 1 . ALL CATCH DA51N OFFSETS ARE TO FLOWLINE OF CURB. __.- __ ._ . __ _-. _. _.__ _. .__. ___ _._ ___ _ __ - V I TA I 900. O __ __. __ _ __ _._ 2. CATCH BASIN 51ZES IN PROFILES ARE NOT TO SCALE. 400 - - -- - - -_ -w ___ ------- -- - v>�r Elw: 37t2-.�6--- ---- 400 - - - -----__ -- __-- - --_ -- -- iG -Pj9I t�1T- L :-�7 :8 -- - 100' VC 390 -_. � o � 390 >1 -.- -- _ -- --- _-- - o - - -- - -- _ - - - --- -- - - - - --- _- -- -. uU- - - _._ __ -_ _. _ __ _ _ _. ______. _. _ -- __--_---- y ----- - -- y_-- _ �. __--._________ - - 385 �.__ __�___ __ __ _ �,�� _ _. _ _ _ _ -_ _ _ _ -- _---_ R_ _ __. __ _ ___ __ __---__ _- -- _ � - - � -- --- -- --- --- - _ -- - - -- 385 _PI 51 169 8 1 1 tu 6, & 380 380 -_ __ -__ _ __ _-- __-- __ CD IN SHED G E I TI G - U N D-__ _ -- -- -- - -- .- _ Q -- -- -- ---- - - - - _ - - -- --ri $ fp - 375 - --- A c --is iN -___ - __ ___ _ ,_ R U D : i 5 P -� 37 11581 ;'0' L1-,12 51),_ _ -- --- - -- -_ U_ -- -- - -_ --- - --- - - --- - --- -- - -- -- 49-_L_,_ 12" SC, - - -- _ -- - -- - - - - 9 --- - -- - _ 5 0. 093 FT 2 2 LF I " D 3 G 5 _ - - __ ---_- _--- - -- -- -- -� -- ----- - _ -- Sao X01 23 __ � _- -_ - - - _ _ _ --- ; _; 3 6 5 5 LF i " D 10"W - _ -- _ -- _-- ____. __ -- -- -. __ -_ _-- _. _-- - -__ -_ -- _._ ^_ --_ _5==0_.0052 3 GO _ _ _ _17 -_ __ ._ _- ___-- _-- S q.0959 _. i_ -- _-- -_ _. __. __ __ -- 3 GO - N O - O o O - N - .N N N _ .__. __�Q .__.__. _ _ - _0 -_._-. �4. ___ __ _ __ _ L� --- _ N __-._ _ D ._� __._ c� .__._- _____ SO ____a-- - _ -- -- - _ N I� <D C9 to d �t cn cY) N N __ N.. co O 355 m m m m m m m m m m �`' m m m m m m m m m m m m m ro 1 13551 HORIZONTAL CONTROL: I G3+50 I G4+00 I G4+50 I G5+00 I G5+50 I GG+00 I GG+50 I G7+00 I G7+50 I G8+00 I G8+50 I G9+00 I G9+50 170+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t ROAD G THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH HORZe - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK I 3-G-07 NLA CDP MRS REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY A S� CALL UNDERGROUND LOCATE TWO SHEET 4�0, • ��.� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC NLA TWT CALL 48 HOURS ry' WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY BEFORE YOU DIG • `° YE LM, WASHINGTON DRAWING NO. CDP/TWT MRS Consulting Engineers -800-424-5555 DATE 1-800-424-5555 420 6th Avenue, Suite 309 „= ROADWAY AND STORM DRAI NAG EVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 985031 , ' Y"�� BY: DATE: �~ L?.. R-1 2 S C A L E: (360) 292-7230 Fax (360) 292-7231 ��►•� SYSTEM IMPROVEMENTS DEVELOPt N7 REVIEW ENGINEER J 0 B N0. 406030.04 AS NOTED EIS 02/9 7/04 ROAD G �PROVAL F CPIRES ONE YEAR AFTER APPROVAL DATE: 19 OF 59 NO. DATE BY CHD. APPR. REVISION STATIONS I G3+7G.00 TO 170+24. 1 1 SEC . 24, T17N, R1E , W.M. 14 Q + ROAD D 6F Ct ROAD E - STA 1 25+ 1 2.OG R-23 �, ROAD I - STA 190+00.00 ( __ _____ __ _ a ROAD G 16 CE ROAD F - STA 145+ 12.O6 I ° ROAD F � /99TH AVE. ; R-23 CE ROAD I - STA 194+70.57 __.r j ro Iv DIVISIONS 514 G. I m v QiI 99TH WAY FUTURE DIV15101\15 5 6 I I i ° I ° ~: IOOTHAVE. ROAD E -_� ,I � rr OiIj 5!b 243 LO F STREtT V I I-------- - ?5O 2q-� �4� �'4� 24� �4�� o � 4 � ��I-� �,4 1 I � - _ -----{ 18LF - 125� - ' - I r C 45 .4 I 5=0.0()5G y17 F- 50' TAH6mA ewo U FUTURE RE TAHOMA TERRA ( •�.>�:. . ��;/ . .-i4�.'�, . i�". aA:: �:��!..•'i:�:•. . � . � • o - � i i F511 05ION517 4 8 I MULTI-FAMILY MASTER PLANNED g--- + +- COMMUNITY 1 s , - - _ ,- : ;�r _ _ ;= ,T �� _ --_ ��,-- _, , , I OPEN ALLEY I I -- _-_ - - _ - __, - _ _ - ��,-_ - _ �, . .._. : :.:. 0 �_ _ 19 I X00 12" `� 9 +00 - _ t_9 00 v ---- _ I j94+t -- - - -- ------ w KEY MAP _ - >. s� , - SEC . 24, T17N, R1E , W.M. - ROADD e 20 F 1 q . ROAD IS •S� <�� - i15 C� ROAD E - STA 127+G8.08 21 17 CE ROAD F - STA 147+68.08 I ° ��% 99TH AVE. R-23 Ct ROAD J - STA 200+00.00 R-24 R-23 � ROAD J - STA 204+70.57 RO F � ROADROAD F E ROAD I I rjUTURE 1 , �3� 99TH WAY SEE DWG R-10 SEE5G R/W 11 I a O o a DIVISIONS 514 G p p I U 0� 2; . 28'6 �z8' FUTURE DIV1510N5 5 � 6 � I � � 1 __ °� � ° i __IOOTnA�', RO E OI 015 I c 148 1 6 I 4 1 1 5 0 14 147 14G 1 5 144 14 3 14 2 I 1 N s 1 1 6 3 -------- --.�- I r Rogo 398 TAHOMA BLVD, ; I 4 o� _ 1 l -- -------------- - DES - ,: � � � INSTALL TYPE 3 BARRICADES 7 I ( C - - - - - - - - - - -t - - - - - - - - - r15 I 76 - N - �_ !�? `1 .-- PER DETAIL, DWG.R-15 UTU FUTURE TAHOMA TERRA I 73 - - - - r , r 75. . - 5 s - r _ - - 52 �' �- = I -� -�� DIVI5ION517 4 8 MULTI-FAMILY - _ �_____._ - 7 I a:•. 'ry :4'.n:. e..n:aa.: r�i _1A.LR.'P_.S _ �•' A. •�' ` d` `'/ 164v.:'. ! MASTER PLANNED r s _ v... ...,v.., . .v v. .. •v �,�a._.._,. a 'J.:. 4 _- -.-?c�-�� _ I � � �o COMMUNITY N _ - 8 112 -------- ---- 2 00 - - - - - _ 1 _ _- ST :> _ - -- sTE� - .-_ .,`� - - sTl_r - s r�� - �- I 3 _ s, ,� - � E KEY MAP - - -` w - - -w 0 + -203 -�D w ---- 0�# m0=_ - s SEC. 4, T N, R E> W.M. _ o r moo -.. = -_-_-= - - - _- ��-�> I I_ - -w r roo= / G6 12° - =:m=--- _ - r �i y I SCALE: 1 =50 FEET _ -_- _;14•"'�Y c .,... .: . . .. v.. .:�<::.:�:.a: . -9: a:.v.3e'4:v"< :v.e ..a. 'e. :' ____-_- __.. __ - -'- o -- - - .� ..''°. .... A. . a• :.e'v: .:e: ':e:e:v . .v'. .v.'.. a::a ' v:a. 4. �: --IA \`;'_ � _ .` - _ � - - - - I I �5 OPEN JGI r _ 9 I - _ 74 _ - - _ - 4 1 i 0 25 50 1 00 77 �a - - � - - - - - - - - - - - - - - - I \ ` °; ° I I a I (V lf� f N o _ _ I - I _ N o STORM DRAIN CATCH E3A51N5 I _ I -- -------- i 9 9 I I - 1 O I ( i ( I z `I I I Q ( I N ( 1-- I I 141 I 139 138 137 W 1\36 135 134 133 I a a i l 66 I 1. TYPE I 36 SEE SHEET R-9 r 10 O E GRATE ELEV. i E IN I E OUT y I I -- 1 2 �----- -------------- 4G SEE SHEET R-10 27LF - 1 2"SD 28'28' 53 SEE SHEET R-1 1 18LF _ 12"5D ROAD J SG �W ROAD K @5=0.0050 FT/FT @5=0.0052 FT/FT ROAD D - STA 101 +41 .88 12 ROAD D 71 TYPE I 200+38.36 10.00' LT 370.98 367.82 (12" N) 367.82 (12" E) CL ROAD K - STA 2 10+00.00 R-23 SEE DWG R-9 72 TYPE I 200+38.36 10.00' RT 370.98 367.73 (12" W) 367.73 (12" 5) 73 TYPE I 200+56.00 18.00' RT 370.92 367.92 (12" N) 367.92 (12" S) 74 TYPE 1 202+70.00 10.00' RT 374.30 371 .30 (1 2" W) 75 TYPE I 202+76.03 18.00' LT 374.22 371 . 1 G (12" E) 371 . 1 G (12" S) 7G TYPE 1 210+32.31 10.89' LT 371 .87 368.87 (12" E) 77 TYPE I 2 10+26.41 13.01' RT 371 ,54 368.75 (12" W) 368.75 (12" S) NOTES: 1 . ALL CATCH BASIN OFFSETS ARE TO FLOWLINE OF CURB. 2. CATCH BASIN SIZES IN PROFILES ARE NOT TO SCALE. 400 - __ __ - - --- -- -- - _ -- - -- - - - _-- _ - -- - --- -- - -- __ - - ----- ---_ ---- 400 390 - - ----- - - -- - ---- - ----- -- -- _ _ - _ _ - --- 1390 _ __ _ _ - _I 9 .-P J_ T_ -T. 0_ +_ -8_, _6 ---- - -- _ _- ----- _ __.. -_._ __ __ __ -- _ - -_ ___ -_-_ ._._ .. _ ---- .-_._- _ ----- _ -- - __ - - -- O __ -Oa T_5T,-:_ -1-_ + 8 J_.4 LOWPOINT LV 3 1 2 .� - - -- - - 6 .(70' C _ _ ___ __ -_-._-- -_ __.__ ___ -_ __-- __- _--- __ _-- _ _- ___�____.._.__- _____ __ _-_ ___.__ _ .___ __ _--__--._ _ __._ ____ _ __ -- 385 390 _11- _o __ -._ _ o h�_ __ -- - -- - 390 385 _ _ _ __ . _�__ _o'o o� o _- . _- __- _ - + �o Ln NLL, Ntu _.. tu 385 -- Q U: _ -__ Q ! _- __ _ __ _ -- __-- _. ____ __ ___. _. -- -- -_ _ _ ___ __-- -- - o - - ? -- 0 385 380 - a Q' _. _ Q _ _ 380 tL O O �J O N rL N lilt [ Q Q -m O _II _iI - ---p II- p - __ _ _ ___ N O O II L Q oC Q> 380 -J'(3:) o _ ._N__ __- _. ( __ _____I�_ ___. _._ _---._ __ . __-_-- _-_ _ _ __._ __- __.__ --._ ___. - _-- -__ _-- --__� - -- -- m _ _ ; -- 3 80 3 7 5 -- ---___ --- _ W __ __ __ . __--- - ---_ _ 3- - --_--- - - 3 7 5 / �j _ _ I5 IN R U D --,. 01 L� - -- - _ - -- - -- ISTI G R U D - °� t -- -- - - - - - - - - - - -- FI I HE -D . _ Cc 375 -- �° , W o _IL_ -2�0 375 3 70 _- - __-- -- -- _ -o_ _ _ _ _ _ 370 G" S i 7G 370 20 3 F 1 D _ -- - -- -- - -- ---' - --- - -- ---- -- M 1 2 - - - 220 LF I D 3 6 5 - - --- - - - - _ _ - IFT - - - - - - - - - -- - _ -- --- - -- --- - - - _ -- -- -- -- 3 6 5 3 G0 - -_ - - - - -- --- - - - -- - - _ --- ---- --- - -- .3 60 ---- ---- -- S 00 5 / 5. ._L ,12" 5C,3 60 _- - _ s o 0 5_i _ ____ _ _.__. __. ____.___ _ ._ -- -_ _ _- _ _ __ .__.__. _ __. _ - _-- _- _ -- --- - 3 60 355 - -- - -----_ _ ___ _ _ _- --_ _- ___ ._-- -_- .- _-- - _ _ -_____ - -- --�--- 355 - - ..Q . ._� N ch - - - N c•� crj V' �t In l9 (� N N d" - 355 m m m m m m m m m m m m C,� m m m m m m m 355 350 m m m m m m 350 HORIZONTAL CONTROL: 200+00 200+50 201 +00 201 +50 202+00 202+50 203+00 203+50 204+00 204+50 2 10+00 210+50 2 I 1 +00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 4- THURSTON COUNTY HIGH ROAD J ROAD K PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK I 3-G-07 NLA CDP MRS REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY q, A ST�� CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS ,��4�oT �,�.��, TAHOMA TERRA DIVISIONS 8 & 4 / TTPH3-8, LLC � YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING NO. CHECKED BY APPROVED BY BEFORE YOU DIG CDP/TWT MRS Consul ting Engineers 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ROADWAY AND STORM DRAINAGE OVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98,503 BY: DATE: �� R-14 S C A L E: (360) 292-7230 Fax (360) 292-7231 l�.>L �.� SYSTEM, IMP ROVE M E N TS DEVELOP ENT REVIEW ENGINEER 71 J 0 B N0. : 406030.04 AS NOTED E� 02/97/04 ROAD J ROAD K � APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 2 1 OF 59 NO. DATE BY CH D. APPR. REVISION STATIONS 200+00.00 TO 200+70.57 STATIONS 2 10+00.00 TO 2 1 1 +28.01 SEC . 24 , T17N, R1E , W.M. o ROAD lz ROAD G L" 10--c AD F 99TH AVE. UTURE�- <1 0! i - I Q �I J 99TH WAY DIVIS�ON5 514 G I I U Oi >� I GOTH AVE i ROAD E � ROAD E RO A D � N ---- � �! � . STA.= 1 25+ 1 2.OG .�`Z' AD F 3j 45A '� SEE DWG.R-10 SEE DWG.R-4 w -t - W -__ VJ---_-�._ 1+ +s!W- �- -W- - _ _. �__ _ _ I I _ CpN r + Ii 11 ST FG I25+00 _� 126+ O 127-F 00 4G 128+0 129+00 47 1 0+00 �7 I RO'�DC ._.. ._._. N ...... ..__..... - -- p �� y. . p.� ":.v v. v..v �:. •a TA ABLVD. - -� FP /4 - - - - - ." .' .v.- y. ..o. d. .°." o v v ..v...y.a.v Q e.p_..o ao .,.a.._. ° . I HOM Ir. SCALE: 1~s50 FEET I FUTU FUTURE TAHOMA TERRA rA c' I PAVEME T GRADE 7 I DIVISIONS 7 4 8 ! MULTI-FAMILY ( i � � I MASTER PLANNED R-19 FA N .�I I 0 25 50 00 �/- I COMMUNITY 3 8� I I HINGELI 2 124 0 I I I 2 1 1 3 1 1 4 1 1 5 1 I G 1 1 7 1 18 1 19 120 12 1 122 1 23 •, o I I - I ? I I KEY MAP ALLEY I N.T.5. SEC.24, T 17N, R I E, W.M. ° � , 31 2 Q 6� ��p - cW I STA = 230+22.OG I Q� ROAD B - - - - - - - - - - - - - - - - - - - - - - - - - - 5TA.-35+76.20 .y. l� o 00 22 _ 12" SD 226+oo - =w �_2 00 - r -�EY 28+00� � 12"SD 22 9+00 - - - - - cI " - - - - - •i I'.�- - - - - c Is - - - - 4 :L - - - - �i 1• - - - - - - - - am I 5 U_ � 2`�� ° FL WLINE ° I ST�JRM DRAIN CATCH BASINS z '-7 TYPE STATION OFFSET GRATE ELEV. I.E. IN I.E. OUT ,L- ( I ( 1 10 109108 1 0 / 1 0G 105 104 103 102 10 1 100 99 /l l v I A 12" CAP 224+79.55 8. 12' RT 40LF- 12" ADS SD O p / B TYPE 1 225+ 18. 17 25.25' LT 372.44 369.44 (12"5) 5=0.0050 FT/FT /.U) /X� / © TYPE 1 225+ 19.53 8. 12' RT 372.00 368.50 (I 2"N) 368.50 (I 2"E 33LF-12 ADS SD 23GLF- 12" ADS SD 235LF-12" ADS SD � 20LF-12" ADS SD 368.50 (I 2'W) 5=0.0285 FT/FT 5=0.0050 FT/FT 5=0.0171 FT/FT �� 5=0.0050 FT/FT D TYPE I 227+55.74 5. 12 1 RT 370.82 367.32 (I 2"W) 367.32 (I 2'E) �� 5 TYPE I 33+69.25 1 2.00' LT 3GG, 19 3G2.G9 (18"N) 3G2.G9 (18"5) 3G3. 1 9 (1 2"W) © TYPE 1 33+67.98 3 1 .00, LT 3GG.85 363.29 (I 2"W) 363.29 (1 2"E) NOTES: 1 . ALL CATCH BASIN OFFSETS ARE TO FLOWLINE OF CURB. 2. CATCH BASIN SIZES IN PROFILES ARE NOT TO SCALE. --- - -- -- - - - - -- -- -- -- 3 9 5 390 390 I. _ __ -- - 3551-- - __ _ __ _____?_ ._. _ .-- -_ __ _ __ _-- -.-- _ _ _---- _ _ _-___. ___ __ ___..__ _ ___ _- --_ _.___-----_ 3 8 5 PA�F i MFNT V L E: 3 .4 I' - - 8 --- 0: V -- - -- -- - --- - - --- _ - PL fED 7. ._.9 - 9 Iq - O N---- -. -- - _ _ - _ -_ -- �__._.-_ 380 -- - - - ON ON �tO 'T LO - - - - - 380 8 � INI H D D m;tai�.. -- - -- - ! /!f ` - _ - w 375 15 IN GROUND QI Q� ._ _ - 375 - 1 2 - �I 3 70 I �- - _- - - - -- --- - -- - - -- - - --- Q J- -11 - . yp P �oP I I - o ... I 370 •�' • ♦ •� OF O.O U-i y d - ti -- - ----_ - _ __ ---- - 12 . . ` wgLK ALLEY WAY 11 0 CATCH E3A51N LAYOUT 365 - -- __ .._. -- _ -_-- - _ - - _ _ _ - - - -- - ----- - - 365 20 ql • ' e ` 4 .. =:. DETAIL _- _-- _._ _ _ -__^ _ 24 ``wq� (NOT TO SCALE) 4 L 12" D 5=0 0050 5 0. 0 0 FT FT 'a 2-15 _F, I D, V - -- -- _- - - - - - -- _ _ _. - - -- - - _ _ 3 60 FWAY , , _ Imo____ ._ .__. 1f1 _ N ___ -. _-61- -" --_.-_ __, N __ _ _ _n]_ -"_�R -. S9. _-•- --J- 0 N N N N - O O O O G) 6 r [� _ [ _�__ _ �_ -I-_ _ _ _ -.�__ - �_ _-- f_ - _ 71355 c� `� m m m m m ch m m m m m m m m ch m m m 224+50 225+00 225+50 226+00 226+50227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50 23 1 +00 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN ALLEY 1 NGVD 29 t THURSTON COUNTY HIGH „ _ � �� _ � PER THURSTON PRECISION NETWORK HORZ. - 1 50 VERT. - 1 5 COUNTY HIGH PRECISION NETWORK i 3-G-07 NLA CDP MRS REVI5ED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY -- NLA TWT �4�0�• .o . TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8 LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HO URS �,�� CHECKED BY APPROVED BY �` YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG BEFORE YOU DIG � DRAWING NO. CDP/TWT MRS 1-000"424-5555 Consul ting Engineers 1-800-424-5555 DATE 4200 6th Avenue, Suite 309 ALLEY 1 STORM DRAIN DESIGN PROVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 ' t8T1� BY: DATE: Rml 5 � S C A L E: /��c� (360) 292-7230 Fax (360) 292-7231 AND DETAILS Of` DEVELOPMENT REVIEW ENGINEER J 0 B No. : 406030.04 us APPROVAL PIPES ONE YEAR AFTER APPROVAL DATE: 22 OF 59 N0. DATE BY CHD. APPR. REVISION As NOTED an SEC . 24, T17N , R1E , W.M. TRUNCATED DOME S• M/ �� . PANEL REQUIREMENTS H �P 12' MAX. o.c BARRIER CURB ROLLED CURB A V'4Rifs s,p P�P 3`05 ��`� A " AND GUTTER AND GUTTER 15' B RAMP SIDEWALK 6, `ip�\�S OUTLINE EDGE AROUND 5' 5 5' EACH PANEL ❑ �� `� " BROOM FINISH p " T " \ TREATED � m 3' AWS `� �\. :" 4 X r (TYP.) 3 \ I S�.j,9lf O RIGHT OF WAY- B y A >''� ° p. n•! ° EXPANSION EXPANSION PLAN BOTTOM OF RAMP \\ 2" x 8" (TYP.) JOINT SCORE MARK JOINT \ TO BE FLUSH 3' AWS � m � a n s y M c >' s .\ TYPE PLANTER STRIP (AS REQ.) LIP DETAIL 2' VARIES SIDEWALK � EMENT CONCRETE 5UPERIMP05ED SECTIONS _ I ROLLED CURB AND GUTTER GROUND LINE 1" DIA. BREAKAWAY 15' 6 5 FEATURE DRILLED ELEVATION SEE LIP 2, MIN. MIN. 6" 2' SIDEWALK PARALLEL TO SIGN 6" FACE. IF POST SIZE `\ CURB & GUTTER DETAIL -2% SECTION A-A EXCEEDS 4 X 4" \��/ f/ ,� i ` �f / 8 MIN. MAX. SEE W.S.D.O.T. STD. ��/ /��✓ �� `�/� / A '1 PLAN DETAIL G-4a FOR\/� �/�� B 12 4 POST DETAIL BREAKAWAY �/�� C 4" SECTION A-A �� 6" FEATURE. (TYP.) SIDEWALK PLANTER STRIP D S SECTION B-B 5' MIN (AS REQ.) 6' MIN. 6' MIN. 6' MIN. Ti CURB 5 ggpA EXISTING OR GRAVEL T ' I \ R/FS Oq�� I I I I I I gN, -2% R=1/2" Ty LJ LJ ILJJ C Np R \ • •.e SLOPE OF FLARED �\ ., HS NOTES: N.T.S. e SIDE SHALL NOT . ' 1. MARKINGS FOR BARRICADE SHALL BE ALTERNATE .•.. a ,`• SEE LIP DETAIL EXCEED 1:12 • GENERAL NOTES: SECTION B-B RED AND WHITE STRIPES (SLOPING DOWNWARD, I \\ B\. " TYPE I I PER THE MUTCD, AT AN ANGLE OF 45' TO CURB). 1. THE RIGHT-OF-WAY LINE SHALL BE 1' BEHIND 11' RECOMMENDED BASIC DRIVEWAY \.`\ 2. THE ENTIRE AREA OF RED AND WHITE STRIPES OII 4" MIN. THE SIDEWALK. MIN. APPROACH WIDTHS .\ SHALL BE REFLECTORIZED SO AS TO BE VISIBLE RqN 2. THE CURB RAMP SHALL BE POURED SEPARATE \ UNDER NORMAL ATMOSPHERIC CONDITIONS FROM 'V I FROM THE SIDEWALK SECTION. -2% �Q�. G�P� �P�' EMENT CONCRETE A MINIMUM DISTANCE OF 1,000 FEET WHEN SITI� } 011 0 a NOTES: N 3. TRUNCATED DOME PANELS ARE REQUIRED AS �" �p�� J��' \ ROLLED CURB & ILLUMINATED BY THE LOW BEAMS OF STANDARD 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED SHOWN AND SHALL Q INSTALLED PER THE 4" J WIDTH AL 01, Gp� \�O GUTTER U JOINT FILLER FULL THICKNESS OF CONCRETE. MANUFACTURER'S REQUIREMENTS. AUTOMOBILE HEADLIGHTS. THE PREDOMINENT COLORS 4. STAMPING OF TRUNCATED DOMES FOR CURB SECTION C-C ONE-WAY 10' 15' 20' FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. n F N ALL EXTEND TO LIMITS OF �k I 2411 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE RAMPS SHALL NOT BE ALLOWED. 3. BARRICADE SECTION SHALL ISOMETRIC VIEW POURING CONCRETE. 5. THE MIN. PANEL SIZE SHALL BE 2' X 3'. THE TWO-WAY 10' 30' 40' THE PAVED SURFACE. CITY OF YELM DETECTABLE WARNING PATTERN AREA SHALL BE 4. CONSTRUCT BARRICADE PER MUTCD TYPE 3, SECTION 3. SCORE MARKS SHALL BE 11/8" WIDE BY 11/4" DEEP. FOR DEPT. OF PUBLIC WORKS YELLOW IN COMPLIANCE WITH STANDARD 6C-8. SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE SPECIFICATION 8-14.3(3). NOTES: DG4-S.9.OWG MARK SHALL BE MADE ALONG CENTER OF WALK. CEMENT CONCRETE 6• FULL DEPTH EXPANSIONS SHALL BORDER ALL CURB RAMP CEMENT CONCRETE JOINTS. THERE SHALL BE NO EXPANSIONS 1. FORM AND SUBGRADE INSPECTION ARE REQUIRED 4. EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND SIDEWALK AROUND THE TRUNCATED DOME PANEL. TYPE I BEFORE POURING CONCRETE. . APPROACH GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB 7. FOR SIDEWALK SPACING, EXPANSION JOINTS, TAHOMA TERRA MASTER PLAN COMMUNITY TAHOMA TERRA MASTER PLAN COMMUNITY RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SCORE MARKS, CRUSHED BEDDING OR 2. REFER TO SECTION 48.140, YELM DEVELOPMENT YELM, WASHINGTON A THOSE IN CURB AND APPROVED DWG. NO. ADDITIONAL NOTES SEE DETAILS 4-9 AND 4-10. APPROVED DWG. NO. GUIDELINES. APPROVED DWG, N0. YELM, WASHINGTON SIDEWALK AT SAME LOCATIONS S 8. ADVANCE WARNING STRIP (AWS) WITH 1/4" GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND DEEP PATTERN MADE WITH EXPANDED METAL GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR DATE 4-11 GRATE (TYP.). DIMENSION SHALL BE 3' DES. OWN. CKD. DATE PERMANENT BARRICADE K X WIDTH OF SIDEWALK. t>Ee. t>wK �. DATE CURB TRANSITION DETAIL JEG S-C S-C S-C 10/3/94 D04-tt.DWG RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE 5 1/2" 6 1/2" 3' RIGHT-OF-WAY A 1• 8" FINISH GRADE-7 L 5 1 2" TYP 1"R 1/2"R / I 13ATTER ANGLE 1/2"R w SIDEWALK d DUMP NO WASTE VARIES W e 3' AWS w Z - ° 1"R ° ?z w _ I / I / BACKFILL SEE \ GROUND LEVEL co a e � z N o Z w - \ / \ / RESTORATION TABLE to e ° 3' AW a to In / - / - SLOPE AS STEEP 1/2-R a I> W w / I / / I / MAINTAIN SIDE de• e ° 4 • 5' PEDESTRIAN CURB o co I / i/ AS POSSIBLE A d . I CURB RAMP SLOPE 1:12 <o 5 - \ • ° .• e.. .e °• a ^1 C D B v ¢ N _ � � � � SEWER LINE e. ° °• B o0 0 0 00o PLANTER CL io FLEXIBLE PIPE CIO e t m ° m PIPE BEDDING FOR 1 e ° ed a d° e e 00888 88g 888 STRIP DRAINS TO STREAM 2' ° Q 88 888888080 e Mill PIPE O.D. U- e ° CURB & GUTTER c °. T MIN. A ih� 0 Q Q 1i e ° . . a TOP OF PEDESTRIAN CURB L� i o 0 TRUNCATED DOME CEMENT CONCRETE BARRIER cuRR AND GUTTER PANEL REQUIREMENTS 6' PIPE W=12" PRESSURE 1O'° MAX"" �- o p4 _TILT 0.0. 24" GRAVITY 01 7 1 2" 5' MIN. 2' W o m B RAMP MIN. MAX. -2% SLOPE 0 00 0 I I CEMENT CONCRETE BARRIER CURB f a 0 0 ° 1:12 SLOPE o0 o N o SIDEWALK SECTION A-A RESTORATION TABL �- FREE DRAINING BACKFILL aJ > E m TYP SURFACE COMPACTIONI EQMNTS. OTHER REQUI EMENTS • �� O n CURB THICKNESS 71- 10 BURY DEPTH PLACED I'-O"WIDE t t " � � �-• FINISH GRADE SHALL BE O'-6"MIN BEHIND WALL 1/2'R �� PLAN PLANTER 0 o CRUSHED 4" CRUSHED SURFACE SELECT TO 95L SMOOTH do CONSISTANT SURFACE TOP COURSE COMPACT TO 95X WITH EXISTING • RAMP FINISH ROADWAY TO GROUND LEVEL NON-WOVEN D 3" MIN. GRADE 8 A.C. 1/2'R OVER GRAVEL BASE COMPACT LECT 95X CONFORM TO ALL CURBS (IF REQ TILE FABRIC ELEVATION SEE LIP 6' MIN. PAVING OVER 4" CRUSHED (IF REQUIRED) ° DUMP NO WASTE DETAIL SURFACE TOP COURSE SLOPES SHALL MATCH GENERA!_NOTES: SECTION B-B CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH BASE ELEVATION e 1 1. ALL PPOSING TYPE INTERSECTIONS HAVE TYPE III RAMPS _ ° P' ° 00 �� r'�� 2. THE CURB RAMP SHALL BE POURED SEPARATE FROM BOTTOM OF RAMP (DRIVEWAY/SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE, AND GRADE. CRUSHED STONE LEVELING PAD in ••• °°. �.. .• •. ° DRAINS TO STREAM THE SIDEWALK SECTION. q e 3. TRUNCATED DOME PANELS ARE REQUIRED AS SHOWN TO BE FLUSH HYDROSEED/PLANTINGS NATIVE I BACKFILL FINISH GRADE SHALL BE OR AS SPEC PIPE WITH BY EN O)K LAWN/LANDSCAPE OVER 4" MIN. TYPE A SMOOTH do CONSISTANT LEVELING PAD DEPTH AND SHALL BE INSTALLED PER THE tl R SHALL MANUFACTURER•5 REQUIREMENTS. \ TOP SOIL WITH EXISTING GRADE - 4 I"BLOCKS 4. STAMPING OF TRUNCATED DOMES FOR CURB RAMPS UNIMPROVED SUFACE N/A NATIVE BACKFILL MOUND BACKFILL AdOVE EXISTING N CEMENT CONCRETE ROLLED CURB AND GUTTER_ w S. THE MINIMUM PANEL SIZE SHALL BE Y x s. THE COMPACT TO 85X GRADE do SMOOTH DETECTABLE WARNING PATTERN AREA SHALL BE LIP DETAIL >. NOTES: YELLOW IN COMPLIANCE WITH STANDARD 1. CENTER STENCIL 3" FROM ROADSIDE SPECIFICATION 8-14.3(3). CSBC - CRUSHED SURFACE BASE COURSE EDGE OF CATCH BASIN. 6. FULL DEPTH EXPANSIONS SHALL BORDER ALL JOINTS. CSTC - CRUSHED SURFACE TOP COURSE CITY OF YELM CITY OF YELM " THERE SHALL BE NO EXPANSIONS AROUND THE 2. STENCIL LETTERING MUST BE 2 IN FOR SIDEWALK DOME PANEL. DEPT. OF PUBLIC WORKS DEPT. OF PUBLIC WORKS HEIGHT AND INSTALLED AS SHOWN 7. FOR , CRUSHED SPACING, EXPANSION JOINTS, SCORE MARK, CRUSHED BEDDING OR ADDRIONAL NOTES SEE NOTES CEMENT CONCRETE ABOVE. DETAILS `WA AND 4-10, TRIP TYPICAL S. ADVANCE WARNING STRIP (AWS)WITH 1/t' DEEP 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED 3. STENCIL LETTERING MUST BE WHITE. PATTERN MADE WITH EXPANDED METAL ORATE (Ti JOINT FILLER FULL THICKNESS of CONCRETE. CURBS DIMENSION SHALL BE s x vnOTH OF SIDEWALK. PIPE TRENCH 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE APPROVED DING. No. TAHOMA TERRA MASTER PLAN COMMUNITY TAHOMA TERRA MASTER PLAN COMMUNITY APPROVED DWG. NO. TAHOMA TERRA MASTER PLAN COMMUNITY POURING CONCRETE. YELM, WASHINGTON YELM, WASHINGTON 7-3 YELM, WASHINGTON PUBLIC WORKS DIRECTOR DATE 4-13 CITY ENGINEER DATE 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. MID BLOCK RAMP BLOCK WALL DETAIL DES, DWN. CKD. DATE MESSAGE JEG PMX PMX MTO 4/11/00 JEG S-C S-C S-C 3/15/94 DRAWN BY DESIGNED BY 4�oRS�,o TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HO URS � �� *' YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING NO. CHECKED BY APPROVED BY � 1-800-424-5555 CDP/TWT MRS BEFORE YOU DIG Consul tin Engineers DATE 1-800-424-5555 4200 6th Avenue, Suite 309 PPkOVED FOR CONSTRUCTION R=16 Lacey, Washington 98503 , ' SYSTEM DETAILS 8Y: DATE: /�'4/6/2007 ROADWAY SCALE: 0360) 292-7230 Fax 0360) 292-7231 I�� A`� � DEVELOP NT REVIEW ENGINEER 2 N0. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED � �®4 AR�ROVAL PIKES ONE YEAR AFTER APPROVAL DATE: 2J OF 59 SEC . 24, T 17N , R 1 E , W.M. �W wW 56.0' 10.01 VARIES VARIES 10.0' 28.0' z z 5.0' 12. 1 1 .0' I 1 1 .0' 12.0'- 5.0' O O PLANT STRI P PLANTER STRIP Q �- 8.0 _ - 3.0' ------°- SIDEWALK ( UTILITY EASEMENT U U UTILITY EASEMENT ( SIDEWALK TRAFFIC LANE I TRAFFIC LANE PARKING LAN[ ( PARKING LANE 5 2 *A bom \ ------- - --- - -- - -- UTILITIES UTILITIES _ ��- -- ------ CATCH CATCH m O CATCH CATC1-1 0'DA5IN 5 DA51 6A51N WATER MAIN 5.0' NORTH AND EAST OF CL(TYP.) -_ (SIZE VARIES - SEE DWG. W-I STEP SEWER THRU W-1 1) SOUTH AND WEST OF CL(TYP.) (SIZE VARIES - SEE DWG. 5-1 THRU 5-10) ROAD CROSS SECTION "TT-1 " - NOT TO SCALE- ROAD B STA.=35+28.67 TO 44+88.14 ROAD C STA. = 68+72.42 TO 75+18.39 ROAD G STA.= 164+79.64 TO 170+24.11 ROAD I STA.= 190+00.00 TO 194+70.57 R/W RNA/ 10.0' VARIES VARIES 10.0' 56.0 28.0' 28.0' z 5.0' - --10,0' 13.0' 13.0' 10.0' 5.0' I O I 1, I' MEANDERING MEANDERING 1 SIDEWALK- U Q UTILITY EASEMENT EASEMENT I SIDEWALK- PLANTER STRIP TRAFFIC LANE I TRAFFIC LANE PLANTER STRIP ALTERNATING U UTILITY I ALTERNATING 2 SIDES OF ROAD SIDES OF ROAD 5 I 10%MAX %MAX ( 2% _27, I 1 / "64-hilkN6VAWlift 12 T7- ti �/1�771 1 UTILITIES UTILITIES CATCH ``� O CATCH I j 4 BASIN 5.0' -I BA51N WATER MAIN 5.0 NORTH AND EAST OF CL(TYP.) (51ZE VARIES - SEE DWG. W-I STEP SEWER THRU W-1 1) SOUTH AND WEST OF CL(TYP.) (SIZE VARIES - SEE DWG. 5-1 THRU 5-10) - ROAD CROSS SECTION "TT-2" -NOT TO SCALE- ROAD B STA.=30+99.75 TO 35+28.67 ROAD C STA.=61+74.53 TO 63+90.19 ROAD D STA. = 101+06.71 TO 103+52.77, 106+53.90 TO 108+30.26 Ct RM/ Pl/W 56.0' 10.0' VARIES VARIES 10.0' 28.0' 28.0' z Z 5.0'- 5.0' 7,0' 1 1 .0' I I .O' 8.0' 5.0' 4.0' O I I � � I _ ► I I F-- I , Q UTILITY EASEMENT PLANTER STRIP 51DEWALK PLANTER STRIP TRAFFIC LANE I TRAFFIC LANE PLANTER STRIP SIDEWALK PLANTER UTILITY EASEMENT U ( I 2 STRIP 3 PARKIi V LANE I 101%MAX 10%MAX =-- 1 UTILITIES CATCH m O CATCH i ! CATCH BASIN 5.0' -I ui BASIN ! D/\S) N 4 LEGEND ® WATER MAIN 5.0' NORTH AND EAST OF P.) � 2" ASPHALT CONCRETE PAVEMENT NOR CL(N I (SIZE VARIES - SEE DWG. W-I STEP SEWER 2 2" CRUSHED SURFACING TOP COURSE THRU W-1 1) SOUTH AND WEST OF CL(TYP.) (SIZE VARIES - SEE DWG. 5-1 THRU 5- 10) 3 8" BALLAST " CONCRETE ROAD CROSS SECTION "TT-4" 0 SHEET R-4. PRIOR 1TO CONS RUCTION, -NOT TO SCALE- CONTRACTOR SHALL VERIFY DRIVEWAY ROAD C STA.=63+90.19 TO 68+72.42,75+18.39 TO 78+62.72 LOCATION. ROAD D STA.= 103+52.77 TO 106+63.90, 108+30.26 TO 109+30.66 2' ROLLED CURB AND GUTTER ROAD E STA.= 124+77.57 TO 130+24.11 '$ ROAD F STA.= 144+76.53 TO 150+24.11 ROAD J STA.= 200+00.00 TO 204+70.57 DRAWN BY DESIGNED BY � oRS �,o TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS �.'�' WORKING DAYS BEFORE YOU DIG DRAWING NO. CHECKED BY APPROVED BY � �' YE LM M, WASHINGTON 1-800-424-5555 CDP/TWT MRS BEFORE YOU DIG Consul trng Engineers - 1-800-424-5555 4800 6th Avenue, Suite 3O9 Pf�OVED FOR CONSTRUCTION DATE � 1 by: _- DATE: "� C.�- R-1 7 4/6/2007 Lacey, Washington 98503 , ' a ROADWAY SYSTEM DETAILS SCALE: 0360) 292-7230 Fax (360) 292-7231 �' Alb DEVELZw NT EVIEW ENGINEER J 0 B No. : 406030.04 AS NOTED E7WR= 02/97/04 APPROVAL ES O NE YEAR AFTER APPROVAL DATE: 24 OF 5 9 NO. DATE BY CHD. APPR. REVISION SEC . 24, T17N , R1E , W.M. RAW RNA/ 10.0' VARIES 5G.0' VI I- VARIES 10.0' 20.0' 3G.0' z z 12.5' 1 2.5' 19.0' 4.5 Oa O 5.0 2.5 I A i 0.5' 0.5' U I I T FFIC LANE 1 9' ANGL D PARKING SIDEWALK UTILITY EASEMENT v Q PLANTER TRAFFIC LANE I I U UTILITY EASEMENT I SIDEWALK I STROC 5 ALT I-RNATL F'1 ANTF..R ST If I O%MAX 2 I O%MAX I 2y UTILITIES UTILITIES � i j CATCH CH m CATCH BASIN 4 I BASIP� BASIN I 1 2 8" WATER MAIN I 3 SOUTH OF I --- ROAD CROSS SECTION "TT-5" _ - -NOT TO SCALE - ROAD C STA.= 57+44.50 TO 61+74.53 R/W RNA/ G8.0' 10.0' -VARIES VARIES --10.0' 34.0' 34.0' ~ z 5.0 7.0' 5.0' I I .0' 12.0' 1 1 .0' 5.0'- 7.0 S.0' O i U _ I Q U i I Q SIDEWALK PLANTER BIKE LANE TRAFFIC LANE LEFT TURN LANE TRAFFIC LANE BIKE LANE P N ER SIDEWALK UTILITY EASEMENT U U UTILITY EASEMENT I I I I I � a 1 r S 'Al 5.0' -I 5.0' I Will!" I o%MAX v woll 11111111 I O%MAX y s ql UTILITIES ti UTILITIES I m I I '^ u I i 10" WATER MAIN 2 ® EAST OF CL 3 G" STEP SEWER CATCH CATCH WEST OF Ct BA51 N BASIN ROAD CROSS SECTION "ROAD B" - NOT TO SCALE - STA.= 29+73.00 TO 30+99.75 RJW RAN _ 5G.0' 10.0' VARIES VARIES 10.0' 28.0' ~ 28.0' z ►- I i .O' 7.5' I ' 3.5' 5.0' O z 5.0' 3.5. i' 7.5' 1 1 .0' i z O i I I U v I I ~ ~ PARKING LANE TRAFFIC LANE TRAFFIC LANE PARKING LANE PL N If 51DEWALK I UTILITY EASEMENT v v UTILITY EASEMENT I 51DEWALK PLANTER PARK I 5 P STRIP 6 �•, I I, , I 10%MAX LEGEND 0%MAX I i 2� y� 2 ASPHALT C CRETE PAVEMENT ' UTILITIES ti I I ` 2 2" CRUSHED SURFACING TOP COURSE UTILITIES F71 �? cr) o CATCH CATCH ' Ln BASIN i i 4 3 8" BALLAST BASIN 1 ---' CONCRETE PRIOR IT 5.0 O SHEEET -- R 4 O CONSTRUCTION, 10" WATER MAIN 2 ® NORTH AND EAST OF CL(TYP.) 3 I CONTRACTOR SHALL VERIFY DRIVEWAY 5.0' G" STEP SEWER LOCATION. SOUTH AND WEST OF CL(TYP,) O I' G " CURB AND GUTTER ROAD CROSS SECTION "ROAD K11 O 2' ROLLED CURB AND GUTTER -NOT TO SCALE- STA.=210+00.00 TO 211+28.01 oRAwN BY DESIGNED BY R sr�� OMA TERRA DIVISIONS 3 & 4 TTPH3- 8, LLC CALL UNDERGROUND LOCATE TWO SHEET �4 of , .o� TAH / DAYS BEFORE YOU DIG NLA TWT CALL 48 HO URS �� ' YELM, WASHINGTON WORKING D DRAWING N0. CHECKED BY APPROVED BY BEFORE YOU DIG Consul ting Engineers OVER FOR 424-5555 CDP/TWT (NIBS PPROVED FOR CONSTRUCTION _ -424-5555 4200 6th Avenue, Suite 309 „�, R'1 8 DATE � 800 --- Lacey, Washington 98503 X1 1 .1 ROADWAY SYSTEM DETAILS 6Y• DEVELOP ENT REVIEW ENGINEER DATE: ��. 4/6/2007 ) 292-7230 Fax (360) 292-7231 f��' +�'�y S C A L E: (360 25 OF 59 APPROVAL- PIKES ONE YEAR AFTER APPROVAL DATE: N0. j DATE BY CHD. APPR. REVISION J O B No. : 406030.04 AS NOTED SEC . 24, T17N, R1E , W.M. 25.0' 20.0' 18.5' ALLEY 10.0' c� w SIDEWALK z U —do 2%L - a-- z ACCE55 p n Q O :3 D- i-n CATCH a BASIN �? 10.01 2 1 cr1 3 ® 5.0' 4 2" STEP 4" WATER MAIN MAIN ALLEY 1 SIDEWALK ACCESS- NOT - TO SCALE- -NOT TO SCALE- 45.0 45.0' I TEMPORARY CUL-DE-SAC I TEMPORARY CUL-DE-SAC 2% SLOPE f 2% �- VARIES �p� �'� SLOPE VARVARIES TEMPORARY CUL-DE-SAC2 3 -NOT TO SCALE- ROAD C STA. =56+46.00 TO 57+44.50 ROAD D STA.= 100+01.50 TO 101+06.71 LEGEND ROAD G STA.= 163+76.00 TO 164+79.64 O0.20' ASPHALT CONCRETE PAVEMENT 2 O. 1 7 CRUSHED SURFACING TOP COURSE 3 0.75' BALLAST 4 G" CONCRETE SIDEWALK PER DETAIL ON SHEET R-4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY DRIVEWAY LOCATION. DRAWN BY DESIGNED BY --- NLA TWT �4�og• ��A TAHOMA TERRA DIVISIONS 3 & 4 TTP — CALL UNDERGROUND LOCATE SHEET CALL 48 HO URS .,,�� / H 3 s, LLC CHECKED BY APPROVED BY YELM, WASHINGTON WORKING DAYS BEFORE YO BEFORE YOU DIG DRAWING N 0. CDP/TWT MRS 1 Q Consul ting Engineers - - 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 � Y PROVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 R-19 BY: DATE SCALE: (360) 292-7230 i-ax (360) 292-7231 lox. � ,��b° ROADWAY SYSTEM DETAILS DEVELOP NT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J 0 B N0. 406030.04 AS NOTED ( E7�'I�-0�/�7/pq—� APPROVAL PIPES ONE YEAR AFTER APPROVAL DATE: 26 OF 59 SEC . 24, T 1 '�N, R 1 E , W.M. — — 93rd Ave SE T - - - - - I IPTI N NEW SISIZE ROAD STATION OFFSET ROAD STRIPING: i I I I S GN NO DESCR O I �, I�' I I R2 - I (SPEED LIMIT 35MPH) 24 X 30 B 30+50.00 2G' RT o 2 R I- I(STOP SIGN) 3G X 3G B 44+53.00 14' RT OI CROSS WALK LINE. SEE DETAIL ON THIS SHEET I I I 13�� IY I N.T.S. 3 R2 - I (SPEED LIMIT 35MPH) 24 X 30 C G0+50.00 13.75' LT O STOP LINE. SEE DETAIL ON THIS SHEET HORIZONTAL CONTROL: - - - �' - - - - -�- - sF 4 R I- I (STOP SIGN) 3G X 3G C G I +26.00 I G' RT WASHINGTON STATE PLANE, SOUTH I I s� I - CITY OF YELM 5 R I-I (STOP SIGN) 3G X 3G C G2+ 12.00 1 G' LT O3 WIDE LINE *- VERTICAL DATUM ZONE PER TCHPN I I I SCALE: 1 80 FEET I G R2 - I (SPEED LIMIT 35MPH) 24 X 30 C G3+00.00 I G' RT --- NGVD 29 I I P O I OSED I I I 7 R I-I (STOP SIGN) 3G X 3G E 129+90.00 14' RT THURSTON COUNTY HIGH 0 40 80 160 PER THURSTON PRECISION NETWORK I I $ E 8 R I-I (STOP SIGN) 3G X 3G F 149+90.00 14 RT 'Q LEFT TURN ARROWS: COUNTY HIGH _ _- PRECISION NETWORK sw eery vanes Rod 9 RI-I (STOP SIGN) 3G X 3G G I G9+90.00 14' RT I O R I-I (STOP SIGN) 3G X 3G 1 190+33.00 14' LT STA = 30+00.00 DI I DIV I I �o�O � I I RI- I (STOP SIGN) 3G X 3G 1 194+38.00 14' RT STA = 30+53.00 I I-' �o�ag 5� 12 R I-I (STOP SIGN) 3G X 3G J 200+33.00 14' LT 2 1- I o ( �� I ��o• oa 13 R I- I (STOP SIGN) 3G X 3G J 204+38.00 14' RT DI 14 R I -I (STOP SIGN) 3G X 3G K 210+35.00 14' LT 10 TEMPORARY CUL-DE-SAC - - - Longmlre St SE ` O 1 — - -------+ I � I � I I 1;- �� I 7 D I I I TEMPORARY CUL-DE-SAC ? �� , I _-I___---- 236 J �I_-�---- - ' ------ --- ---- - - - --- - ------ �, - - -- - __- - - --_—_ -- ---------I I-�1 I i i ?33 2 r I 287 I I��•, f -1-7—- -- -- ------- 2-0-2 g __--3-9---_-_- -j PHASE LINE 220 24� I G 4 2 1` 39 I 2 30 249 2,16 24 7 24 2 -5 243 I I 288 i os''oo e .i-- . —I�----------- L: I � i i FUTURE `� I% -- 29 1---- I I _ ---_— I— 24c> I I� 1 ► 2 1 8 20I 1 1 ��.�` ?� - - -- - - - — - - -- - - --- -- - -- -- I �' i ROAD K 1 i DIV. - - - _-_- _ - VICINITY MAP �90 _ _ q, ,. I N _ n, ..•. `'' ,' "". :. .. - - .:ate: - 2 1 �\ r .. _ _ _ m _L. -- + T OPEN 180 I 1 I �� 1 8 i 8 i 0 _ 181 290- 91+0o is2+oo 193+00 _---PROPOSED [ 400 - I+oo 1 LVE E LVE E y _ DIV. 3 4 OPEN ---- ---------- - -- ,'- �- OPEN i I � ti - rn I 1 I 1 1 {i I I � I I I-----1-8--2- --- -------- - ----I I I � 199 2 o --—--- C� tI-t;• ; t+1 GO 1 79 I I O I 1 1 3 1 ( I1 1 I�3F; C 151 1 54 155 15G 157 1 58 159 1 d E FUTURE 152 153 O + 178 I 12'0"-- -------DIV 7 8 I i 14 I 183 1 g 8 i I I t o 108 PARK IG2 177 1 15 ? Y ;{ 4 i : i . i I 1 I ,.'; g o+ ? I I I ///!- C��'� /�;;;�f:�;�!:' I I •:•s i', -- - -------------i(I +I TI I I I - I I I I I I( I - 18-4 1 50 149 1 48 147 1 4G 1 45 144 1 43 1 42 i - - -- -- ----- -I I G I I G3 1 7G I I 1 3 PROPERTY 4 t INCH G R;+ ID 4 INCH C�H�.�GRID OG 185 LINE �I I�r 3 i 17 105 - - --_--1-_ '�' �" - - - - - - - - - { - -- '-- ----- ----- - - ----- I Q LEFT TURN POCKETI : d STA = 29+53.00 • :;.;..:;�.. I N -#--'---1--1—9--�L�1- F w , --a:te;?.,.•• -___:m.i %�a _�-'-�+---_�_�.__.+� --_. :-++s-e.+__—_!_-_.�,._:�.-_ `...r z. _.r_,_r_-..__._I -. _____._ ?._...—.. ,.,-•s__..1.z.. '.,' - I 5 (I'1 G i'I I I V I 4 V CROSSWALK LINE 18G 2 00 ------ 195 6' (TYP.) 104 1 CROSSWALK LINE NE 4 IJ I IN CH NC°H-GI RI-17 D?- 1. rI!S4 t-:I,.N,C H GRID q O I t.. 3' � I I I 174 103 I �i I I I I I 9 TWO-WAY � TURN LANE I COMPLETE 2 2 l 187 194 5 120 I GG o T_ I OPEN 141 140 139 I8 I37 I3G I35 I34 I33 I I73 POSTED 1 2 1 1 1 1 I - -- — - — ------ ----- ---- I I 1 I SPEED _ I : 1 I ( 1 188 193 I °1 1 01 I G7 172 I I I g I I G s' zs s � I 122 I - O ( I - ( I 8' 30 6' 3 _-.---- - - ---- -- --- ----- ---- -- - --- -- - g I I I ---- --- 3445 0 s 8T Z 1 00 1 G8 189 1 9 VARIES ; 7 1 1 25 1 2G 1 27 1 28 OPEN 1 29 130 1 31 132 47 . i a ; I , 1 2 fi I 1 01 1 I ( 170 1 I I 2 191 I I ,, + : I 81 3 GENERAL NOTES: a ,,.>-r: �• ,,,,,, 1 8 1. ALL PAV E MENT MARKINGS PROPERTY -z. F i J 1'. 4 a: i �c ,..__ — --r, . _-. - _., -a - _ _. •,>.. ^', END OF \ _ - - T ' L ILLU SHALL THERMOPLASTIC GORE STRIPE ORMETHAL YLC RESIN. J �. - - -- - - -• - - - - - ~ _.3_4+q0 s"40+00 41+— —1 0 4 + -35 GORE LINE 2+00 43+00 44+00 2. ALL MARKINGS SHALL MEET I ...r �..:.s.:, :.. �+.-.:.., .,,,r ,•,,,:.. .:..,'.ra-s:r ,�__:: ,,,.,.:;�,. •.:.;. ... .' :: �. FEDERAL METRIC STANDARDS. 9G I J J 44 ( 95 78 77 7G 75 74 73 OPEN ( I 48 ��. 94 83 82 81 80 79 I 1 10 TAHOMA TERRA IA 93 92 91 90 89 88 87 8G 85 84 � MASTER PLAN COMMUNITY 2 YELM, WASHINGTON 43 , 1 I �� --- -- --- - ---- - - - _ -I -f: I -�--- --------- J ----- --- --- ► �' g I PAVEMENT MARKINGS 49 50 _ -- ---- - + 51 J ` 42 --------- _ -- ------ rn z - ------- ---- ----- 71 72 52 1 G8 G9�sx�b �- - 53 GG 67 I 1 G5 12 - - / 54 63 _ .., G2 I I - -- <; 55 57 58 59 GO G 1 - - - - _ _ � „ �" -h_.:... � 5G I 1 =Wiz...: __ __ -- .,,...,r•' \ :__ _-� 7 76+ - LINE .i.:. 1 \ _ :. -`'z T.s. ; ne,q►'. _ Y _r '}'- s. +mss'..,.. _f . '' , Ij + _11 _ / I a 70+00 7 I+00 .a� m e „� '+,:, - _ 18 17 I G 15 ' 36 P\OAD C - - -- - - - 2 1 20 19 14 $ 4' e e e e. _ 35 22 34 24 23 ' • G' " O 25 e 33 32 27 2G ' e 31 28 •• e ' d 30 29 PAINTED CROSS WALK OPEN SPACE LINE ------ OPEN SPACE CRO55WALK DETAIL NT5 DRAWN BY DESIGNED BY �4�ot S TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS �.� '�' WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY BEFORE YOU DIG • YELM, WASHINGTON DRAWING NO. CDP/TWT MRS Consul ting Engineers __ ; _1 x'800-424-5555 1-800-424-5555 4200 6th Avenue, Suite 309 ROADWAY OVED FOR CONSTRUCTION DATE Lace Washington 98503 . SIGNAGE AND STRIPING PLANtiv R-20 1 0 4/6/2007 Y' 9 lbw .�4� DATE: S C A L E: (360) 292-7230 Fax (360) 292-7231 a / DETAILS AND NOTES DEVELOP ENT REVIEW ENGINEER Q NO• DATE BY CHD. APPR. REVISION B No. 406030.04 AS NOTED mmm 02/a/®Q PPROV PIPES ONE YEAR AFTER APPROVAL DATE: 27 OF 59 SEC . 2 4, T 1 '7 N, R 1 E , W.M. NOTE: 1 . ALL STATIONS, ELEVATIONS AND OFFSETS AT CURB AND GUTTER 15 AT CURB FACE FLOW LINE. GCUR13 RETURN CURB RETURN 5 CURB RETURN (D7CURB RETURN (DlCUR13 RETURN (�5) CURB RETURN ADD ROAD D STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION - - - BCR 60+44. 14 17.00' RT 360.60 BCR GO+49. 14 1 2.00' RT 360.5 I BCR G0+83.85 1 2.00' RT 359.20 BCR G I +39.62 1 2.00' LT 355. 12 BCR 129+50.31 18.00' RT 367.95 BCR 129+(5G.59 10.00' RT 367.46 BCR 35+28.67 1 2.00' RT 3G8. 1 I i ECR 60+49.. 14 1 2.00' RT 360.5 I ECR GO+83.85 1 2.00' RT 359.20 ECR G I + 18.56 1 2.00' RT 358.20 114 Q G 1 +48.58 1 3.G6' LT 358.36 CB#47 129+50.3 I 1 8.00' RT 367.95 CB#49 129+94.50 I I .28' RT 367.44 EGR 35+33.03 I I .00' RT 368.23 1 358.94 ECR 129+57.38 1 5.07' RT 367.81 114 Q 129+3G.24 11 .94' RT 367.44 1 I l I g CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB 3/4 Q 31 +24.34 13.77' LT 359.60 I/2 Q - 367.47 CURVE TABLE - FACE OF CURB ' --- - ROAD DELTA RADIUS - LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT ECR 31 +32.97 1 2.00' LT 360.06 CURVE TABLE - FACE OF CURB 3/4,L 34+79.79 13.04' LT 367.48 DELTA RADIUS LENGTH TANGENT 1 1 90 000'00" 5.00' 7.85' 5.00' 13015'27" 138.00' 31 .93' 1 6.04' 1301527" 1 G2.00' 37.48' 18.83' DELTA RADIUS LENGTH TANGENT 25 050'3 1" 10.00' 4.5 1' 2.29' 1 1 I CURVE TABLE - FACE OF CURB CB#7 34+70. 14 12.00 LT 367.41 O CURB RETURN 45°00'00" 10.00' 7.85' 4. 14' ECR 34+70. 14 12.00- LT 367.40 � 0 ��ROAD DELTA RADIUS LENGTH TANGENT CURVE TABLE - FACE OF CURB O CURB RETURN z 1 O CURB RETURN 04 CURB RETURN STATION OFFSET ELEVATION 84°01 '48" 25.00' 36.67 22.52' O CURB RETURN o I I I STATION OFFSET ELEVATION STATION OFFSET ELEVATION BCR G I + 19.88 1 2.00 RT 358. 18 STATION OFFSET ELEVATION DELTA RADIU5 LENGTH TANGENT STATION OFFSET ELEVATION >' O I BCR 60+49. 14 1 2.00' LT 360.5 1 BCR 60+83.85 1 2.00' LT 359.20 1/4 Q G 1 +32.40 14.32' RT 357.99 90°50'54" 25.00' 39.64' 25.37' BCR 35+33.03 1 1 .00 RT 368.23 0 l I - I m BCR 129+59.52 12.93 RT 367.79 � I I �8 CURB RETURN 1 ECR 60+83.85 1 2.00 LT 359.20 ECR 6 I + 1 8.56 1 2.00 LT 358.20 CB#2 I G I +32.72 1 4.44 RT 357.98 ECR 35+37.39 1 0.00 RT 368.3 I 1/2 Q --- --- 357.7 1 STATION OFFSET ELEVATION ECR 129+66.59 1 0.00' RT 367.69 1 °L °� I ooc CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB _ 4 CURB RETURN CURVE TABLE - FACE OF CURB 3/4,L 30+70.50 24.52 LT 357.35 BCR 31 +4 I .G3 1 2.00 RT 360.4 I CURVE TABLE FACE OF CURB O t ROAD E f O DELTA RADIU5 LENGTH TANGENT DELTA RADIUS LENGTH TANGENT ECR 30+58.x0 22.00' LT 356.89 CB#2 3 I +4 I .63 1 2.00' RT 360.4 I STATION OFFSET ELEVATION DELTA RADIUS LENGTH TANGENT ! DELTA RADIUS LENGTH TANGENT 13015'27" 162.00' 37.48' 18.83' 13-15'27" 138.00' 1 3 1 ,93- 1 6.04' BCR 129+89.63 1 0.00' LT 367.45 25°50'3 I" 1 0.00' 4.5 I' 2.29' CURVE TABLE - FACE OF CURB 1/4 Q 3 I +30.89 1 4.07 RT 359.86 45°00'00" 10.00' 7.85' 4. 14' 1 I/2 Q -- -� 359.06 CB#48 129+90. 14 1 0.01' LT 367.53 DELTA RADIUS LENGTH TANGENT 3/4 Q G2+03.81 14.22' LT 358.33 1/4 ,L 1 29+99. 1 1 1 1 .87' LT 367.81 ' RDgD �oPO 83°49'45" 35.00' 51 .2 1' 31.42' CB#22 G2+ 14. 12 1 2.00' LT 357.97 112 Q --- 3G7.88 1 C ECR 62+ 14. 12 1 2.00' LT 357.97 3/4 ,L 35+30.69 I 1 .8T LT 368- 12 1 �i ECR 35+40. 18 10.00' LT 368.31 , KEY MAP CURVE TABLE FACE OF CURB i CURVE TABLE - FACE OF CURB 9 v �8 I ® v _ _ _ \ DELTA RADIUS LENGTH TANGENT -`� a �' 97°23'18" 25.00' 42.49' 28.45' 10 CURB RETURN H89-019'00 TA RADIUS LENGTH TANGENT . a I i 25.00 38.90 24.63 7 ! 7 CURB RETURN v a� E p . STATION OFFS T LEVATIO � STATION OFFSET ELEVATION _ ELEVATION _..... p. :a a. a � O CU RB RETURN BCR G2+ 1 6. 18 1 2.00 LT 357.94 v ECR G2+58.84 1 2.00' LT 357.44 BCR 35+45.41 10.00' LT 368.43 STATION OFFSET ELEVATION � � ECR 35+52.48 1 2.93' LT 368.47 � CURVE TABLE - FACE OF CURB - -- - - - � ° I O ` I �_ - BCR 30+45.02 22.00 RT 356.34 �QqD �` 4 20 CB#I 30+45.02 22.00' RT 356.34 DELTA RADIUS LENGTH TANGENT o . I C 1 t CURVE TABLE FACE OF CURB �' I 0 22 10 1/4,L 30+59.95 24.57 RT 356.89 14-4852" 1 53.00 39.56 1 9.89 a p a p . v p 1 (DI DELTA RADIUS LENGTH TANGENT {_ _ - v V. 00010011 G ' - -I----�.- _ - - 1�-- 1/2 Q 3 5 7.41 4 I 45 10.00 7.85 4. 14 t - O (3 +00 3/4 Q 62+ 1 7.90 1 5.40' RT 357.74 11 CURB RETURN G2 +Q QAD C G ECR G2+30.60 12.00' RT 357.73 O ° 8 CURB RETURN 1 0 19 O 4. 6 Q I CURVE TABLE - FACE OF CURB STATION OFFSET ELEVATION ROAD D E 48 ( O BCR G2+30.60 12.00 RT 357.73 _ vim\ I STATION OFFSET ELEVATION p. O DELTA RADIUS LENGTH TANGENT ECR G2+58.84 1 2.00' RT 357.44 -I - I � I BCR 35+54.62 15.07' LT 368.46 f „ . +00 - - 93°25'09" 35.00' 57.07' 37. 15- + CB#9 35+G I .69 18.00' LT 368.38 2 � \ O I p a a^ a _ a CURVE TABLE - FACE OF CURB _ _.._.,.- T In p ECR 35+G I .G9 18.00' LT 368.49 � a . p. 1 a .' DELTA RADIUS LENGTH TANGENT I (Y) a I d 9°48'23" 177.00' 30.29' 15. 18' a I CURVE TABLE - FACE OF CURB v v v . v v v v v ° I DELTA RADII-15 LENGTH TANGENT 45 000'00" 10.00' 7.85' 4. 14' I V 7 v ,t o � SEE SHEET R-4, R-G SEE SHEET R-4, R- 10 (DlCUR[3 RETURN O CURB RETURN e CURB RETURN (DCURB RETURN O CURB RETURN U B ET U RN 2 C U B RETURN (DlC R R O R STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION BCR 37+34.28 18.00' LT 370.91 BCR 37+65.43 10.00' LT 371 .51 BCR 39+ 19.73 16.00' LT 373.5 1 BCR 39+28.94 1 2.93' LT 373.74 BCR 149+73.58 12.9 3' LT 373.72 STATION OFFSET ELEVATION STATION OFFSET ELEVATION ECR 37+41 .35 15,07' LT 371 .07 ECR 37+72.50 1 2.93' LT 371 .55 ECR 39+26.80 15.07' LT 373.66 ECR 39+36.01 10.00' LT 373.88 ECR 149+80.65 1 0.00' LT 373.71 BCR I G9+64.36 1 8.00' LT 370.47 BCR I G9+73.58 1 2.93' LT 370.44 CB#47 129+50.31 18.00' RT 367.95 ECR I G9+80.65 10.00' LT 370.44 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB ECR I G9+71 .43 15.07' LT 370.42 CURVE TABLE - FACE OF CURB DELTA RADIU5 LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIU5 LENGTH TANGENT CURVE TABLE - FACE OF CURB 45 000'00" 10.00' 7.85' 4. 14' 45°00'00" 10.00' 7.85' 4. 14' 45 000'00" 10.00' 7.85' 4. 14' 45 000'00" 10.00' 7.85' 4. 14' 45°00'00" 10.00' 7.85' 4. 14' DELTA RADIU5 LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 45 000'00" 10.00' 7.85' 4. 14' O2 CURB RETURN 04 CURB RETURN O CURB RETURN 7 CURB RETURN 45°00'00" 10.00' 7.85' 4. 14' STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION O 3 CURB RETURN BCR 37+43.49 12.93 LT 371 . 14 BCR 37+74.64 15.07 LT 371 .54 I 1 BCR 39+54.54 10.00' RT 374.04 STATION OFFSET ELEVATION O EGR 37+50.56 1 0.00' LT 371 .30 CB#10 37+81 .71 1 8.00' LT 371 .02 ECR 39+G I .G 1 1 2.93' RT 374.02 BCR 39+40.74 1 0.00' LT 373.93 STATION OFFSET ELEVATION i I CB#56 149+89.65 10.02' RT 373.68 BCR 169+88.59 10.00' RT 370.43 E C R 37+81 .71 1 8.00 LT 371 .57 i O CURVE TABLE - FACE OF CURB CB#G4 I G9+87.74 10.00' RT 370.43 CURVE TABLE FACE OF CURB _ O p I I/4Q 39+50.39 1 1 .94 LT 373.96 DELTA RADIUS LENGTH TANGENT CURVE TABLE - FACE OF CURB 54 a ..�. ) DELTA RADIUS LENGTH TANGENT 112 Q 33.85 5 a d 1/4,L 1 69+98.24 I I .94' RT 370.53 45 000'00" 10.00' 7.85' 4. 14' DELTA RADIUS LENGTH TANGENT o Q I O o 45°00'00" 10.00' 7.85' 4. 14' 3/4 Q 1 49+98.24 1 1 .94' RT 373.72 I/2 Q v d. v ' 3/4 Q 42+06.42 11 .94 LT 371 . 17 45°00'00" 10.00' 7.85' 4. 14' ECR 149+88.59 1 0.00' RT 373.68 ,/ 55 g I v .I 4 CURB RETURN - I ECR 41 +96.77 10.00 LT 371 .38 O Q CURVE TABLE FACE OF CURB 63 STATION OFFSET ELEVATION E TABLE - FACE OF CURB CURVE O BCR 39+63.75 15.07' RT 373.99 DELTA RADIUS LENGTH TANGENT v v p� a I v" DELTA RADIUS LENGTH TANGENT v.� CB#1 2 39+70.83 18.00' RT 373.95 90 5054 25.00 39.64 25.37 a 13 1 ° ROAD rjX5 ECR 39+70.83 18.00' RT 373.95 ' 0 ` 90 5054 25.00 39.64 25.37 0-I-00 CURVE TABLE - FACE OF CURB CURB RETURN 1 G5 O I (Yl vl I � O .�- � CURB RETURN 4 56 "� v STATION OFFSET ELEVATION ROAD I I v v. 3 DELTA RADIUS LENGTH TANGENT O I i STATION OFFSET ELEVATION V . O I ;' ' I I 45°00'00" !0.00' 7.85' 4. 14' BCR 149+89.63 10.00 LT 373.68 - h I a I CB#55 149+89.85 10.00' LT 373.68 ^� BCR I G9+89.63 10.00' LT 370.43 O 5 CURB RETURN I/4 Q 149+99. I I I I .87 LT 373.72 �'7 3 v °I / O _1. 00 O I CB#65 I G9+87.87 1 0.00' LT 370.43 T 1/4,L I G9+99. 1 I 11 .87 LT 370.45 V* STATION OFFSET ELEVATION 373.86 3 112 Q - - 370.49 BCR 149+64.37 18.00' LT 373.78 3/4 Q 40+01 .27 I I .8T LT 373.97 64 a z O \ I ECR 40+ 10.75 10.00' LT 373.94 v a v� 3/4 Q 42+57.29 I I .87 LT 370.49 ° CB#54 149+64.37 18.00' LT 373.78 p a I ECR 42+66.78 10.00' LT 370.40 O I ECR 149+71 .44 15.07 LT 373.71 - v CURVE TABLE FACE OF CURB 0 o +�-/ v � _ ° V. I ( CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT _ t 3 b O I I 4 I i ; - 1 89 009'06" 25.00' 38.90' 24.63' + of DELTA RADIUS LENGTH TANGENT O I DELTA RADIUS LENGTH TANGENT t p ° , I 1 I 45°00'00" 10.00' 7.85' 4. 14' \ N 1 89 0906 25.00 38.90 24.63 o O y I �- SEE SHEET R-4 SEE SHEET R-5, R- I I SEE SHEET R-5, R- 1 2 I 3-G-07 NLA CDP MR5 REVISED ROAD GRADES PER CITY COMMENTS DRAM BY DESIGNS BY �4�aR S TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HO URS ��.�� WO w NG DAYS BEFORE YOU DIG CHECKED BY APPROVED BY YELM, WASHINGTON DRAWING NO. CDP/TWT MRS BEFORE YOU DIG Consul ting Engineers -I-soo-424-5555 DATE 1-800-424-5555 Suite 309 3m OVED FOR CONSTRUCTION 4200 6th Avenue, 1 4/6/2007 Lacey, Washington 98503 �lii \{� ��1 `BY: DATE:, c R=21 S C A L E: (360) 292-7230 Fax (360) 292-7231 l �� CURB PLAN DETAILS DEVELOP ENT REVIEW ENGINEER I NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED 02/97/pq APPROVAL PIRESONEYEARAFTERAPPROVALDATE: 28 OF 59 SEC . 2 4, T 1 "7 N, R 1 E , W.M. NOTE: 1 . ALL STATIONS, ELEVATIONS AND OFFSETS AT CURB AND GUTTER IS AT CURB FACE FLOW LINE, 1 C U KB RETURN (D3 CURB RETURN O CURB RETURN Oi CURB RETURN O CURB RETURN O CURB RETURN O CURB RETURN ° OAD D ROAD 0 _ STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION BCR 44+ 15. 17 18.00' RT 3G7. 1 I BCR 105+58.69 18.00' RT 3G7.92 BCR I OG+ 14.50 10.00' LT 367.52 BCR G3+85.83 12.00' LT/RT 35G.44 BCR G4+21 .77 10.00' RT 35G.25 BCR G4+41 .50 20.3 P RT 35G.09 BCR G8+46.08 18.00' LT 364.90 i m II `< 1 S CB#14 44+ 15. 17 18.00' RT 3G7. 1 I CB#39 105+58.69 18.00' RT 367.92 ECR I OG+ 18.8G 1 1 .00, LT 3G7.4G ECR G3+90. 19 I I ,00' LT/RT 35G.42 ECR G4+41 .50 20.3 1' RT 35G.09 CB#23 G4+41 .50 20.3 1' RT 35G.09 ECR G8+53.09 1 5.20' LT 365. 1 1 1 I ECR 44+22.24 15.07 RT 366.97 ECR 105+65.76 15.07 RT 367.91 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB 1/4Q G4+55.63 34. 17; RT 356.25 CURVE TABLE - FACE OF CURB ROAD Ig 1/2 ,L G4+71 .30 39.00 RT 356.40 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 3/4Q G4+86.96 34. 17' RT 35G.55 DELTA RADIUS LENGTH TANGENT j I DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 25°50'31" 10.00' 4.51' 2.29' 25°50'31" 10.00' 4.51' 2.29' 34°30'08" 43.00' 25.89' 133-9 43°49'31" 10.00' 7.65' 4.02' I I to ECR G5+01 .09 20.31 RT 356.70 45 000'00" 10.00' 7.85' 4. 14' 45 000'00" 10.00' 7.85' 4. 14' I r O CURB RETURN CURVE TABLE - FACE OF CURB 2 CURB RETURN Z.�ROAD� - I �6 CURB RETURN O2 CURB RETURN O C R z l I I STATION OFFSET ELEVATION DELTA RADIUS LENGTH TANGENT 22 CURB RETURN �4 CURB RETURN STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION O BCR G4+23. 18 10.00' LT 356.24 140°45'14" 39.00' 95.81' 109.39' U) STATION OFFSET ELEVATION STATION OFFSET ELEVATION BCR I OG+ 18.86 f 1 .00- LT 367.46 BCR G3+90. 19 11 .00, LT/RT 356.42 CB#24 G4+35.83 1 0.00' LT 356.23 BCR G8+55.47 12.0 I' LT 3G5. 19 BCR 44+24.38 12.9 3' RT 3GG.95 BCR 105+67.90 1 2.93' RT 3G7.93 ECR I OG+23.22 12 00' LT 367.40 ECR G3+94.55 10.00' LT/RT 356.41 ECR G8+G2.G4 10.00' LT 365.37 1 0 I 1/4,L G4+47.24 10.00 LT 356.24 1 i 1 10 112 Q G4+7 1 .30 10.00 LT 356.36 O CURB RETURN CURVE TABLE - FACE OF CURB ECR 44+3 f .45 1 0.00' RT 366.87 ECR 105+74.97 10.00' RT 3G7.92 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB 1 _ L_ _ I 3/4 Q G4+95.35 1 0.00' LT 356.62 STATION OFFSET ELEVATION 1 ROAD E � e CURVE TABLE FACE OF CURB CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT DELTA RADIU5 LENGTH TANGENT DELTA RADIUS LENGTH TANGENT ( O /s EGR 65+ 1 9.41 10.00' LT 356.99 BGR G5+O I .09 20.3 I' RT 356.70 � DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 25°50'3 I" 10.00' 4.5 1' 2.29' 25°50'3 I" 1 0.00' 4.5 I' 2.29' 4501 105 1 0.00 7.89 4. I G 1 ECR 65+20.77 10.00' RT 357.02 45 000'00" 10.00' 7.85' 4. 14' 45 000'00" 1 0.00' 7.85' 4. 14' CURVE TABLE - FACE OF CURB 1 tea/ 7 CURB RETURN 23A 25 CURVE TABLE - FACE OF CURB 0 CURB RETURN 1 c �0 7 O \ DELTA RADIUS LENGTH TANGENT \ 7 I°44'54" GG.84' 83.70' 48.34' v DELTA RADIUS LENGTH TANGENT STATION OFFSET ELEVATION 1 ROgp � - - - - - L - - - - STATION OFFSET ELEVATION O V ♦ 34°26'36" 43.00' 25.85' 1 3.33' BCR G6+82.71 10.00' RT 3G5.72 v. v . v v . . v v . . v v . . v v p : a BCR 44+52.82 10.00' LT 3GG.G7 \ O ♦ r D \ O ECR G8+89.G8 1 2.95' RT 365.77 KEY MAP p .,v p CB#I G 44+52.99 10.00' LT 3GG.G7 CURB RETURN O 1/4Q 44+62.44 I 1 .92' LT 3GG.76 O \ 7 CU KE KN CURVE TABLE FACE OF CURB ------ 112 Q 367.03 p . _ _ / ' / o O STATION OFFSET ELEVATION DELTA RADIUS LENGTH TANGENT 314 Q I OG+28.20 1 f ,92' LT 367.32 VX \ : o i + I .00' LT 357.41 44-49'13" 10.00' 7.82' 4. 1 2' 5 O GOAD D ECR 106+ 1 8.58 i 0.00' RT 367.48 2 O a BCR G5+4G.74 102.9 P LT 357.52 o o 0 - CURVE TABLE - FACE OF CURB \o . . CURVE TABLE - FACE OF CURB O CURB RETURN .I. OG +OO 40 07 -+-+ DELTA RADIUS LENGTH TANGENT D : D 24 DELTA RADIUS LENGTH TANGENT STATION OFFSET ELEVATION O O I $ 90°3 1'01" 25.00' 39.50' 25.23' \ 0 0 �\ 4._._. 24A . 4501 1'05" I O.oO' 7.89' 4. I G' 29 28 BCR 68+9 I .69 1 5.00' RT 365.77 O ♦ �o /� �` _ O _� l �2 "' Q CB#28 G8+98.76 18.00 RT 365.83 V. ECR G8+98.76 18.00' RT 3G5.83 z' \ O GJ k O CURB RET U RN;a.. ;V. , v . . . v v-. . . o . : v . . . v. V. : v .a p a O C U RB RETURN I v. DTI _ _ _ v v STATION OFFSET ELEVATION ♦ GOAD C O STATION OFFSET ELEVATION I a CURVE TABLE - FACE OF CURB --� i BCR 44+51 .45 10.00' RT 3GG.G7 ` p / BCR 65+49.02 15. 14' LT 357.53 a I DELTA RADIUS LENGTH TANGENT ♦ I CB#15 44+53.65 10. 101 RT 3GG.G7 / ECR G5+5G.09 18.00 I-T 357.65 ( 3 I 45 42 23 1 0.00 7.98 4.2 I a - � i o 16 1 5 / 114 Q 44 60.97 I I .88 RT 366.69 / V CURVE TABLE FACE OF CURB / 112 Q 366.77 p. DELTA RADIUS LENGTH TANGENT a ( I p ( 3/4 Q I OG+79.05 1 3.88' RT 3GG.83 v CB#40 106+ 7 1 2.00' RT 3GG.78 p 88 5 44°1 6'22" 1 0.00' 7.73' 4.07' I v I V. I ECR I OG+88.57 1 2.00' RT 3GG.78 V - 0 G4% p V. � I 8 G o I o I 2 CURVE TABLE - FACE OF CURB 7 0 5 2 I O o. i � o _ I o I DELTA RADIUS LENGTH TANGENT \ p f ! v 14 89°28'59" 25.00' 39.04' 24.78' ( I I t I _ v SEE SHEET R-5, R-9 SEE SHEET R-G, R-7 SEE SHEET R-7 DiCUR13 RETURN 03CURD RETURN 1 CURB RETURN 3 CURB RETURN O C U RB RETURN O CURB RETURN O CURB RETURN 6 CURB RETURN O O STATION FFS T ELEVATION STATION FFS T E VATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION O E ELE S O E LE BCR 71 +45.82 18.00' RT 370.00 BCR 71 +81 .91 10.00' LT 370.60 BCR 74+92. 1 1 18.00' LT 370.76 BCR 75+28.39 10.00' RT 370.38 BCR 108+25.90 1 2.00' LT/RT 3G5.37 BCR 108+30.26 I 1 .00' LT/RT 3G5.34 BCR 108+43.71 f 0.00' LT 365.23 BCR 109+25.GG 19.34' LT 365.34 ECR 71 +52.95 14.95' RT 370. 1 G ECR 71 +89.09 1 2.91' LT 370.6 I CB#33 74+92. 1 1 18.00' LT 370.76 ECR 75+35.47 1 2.93' RT 370.21 CB#41 105+25.90 1 2.00' LT 365.37 ECR 108+34.62 10.00' LT/RT 3G5.32 ECR 108+67.88 19.34' LT 365.08 ECR 78+43.54 10.00' RT 3G5.G5 ECR 74+99. 18 15.07' LT 370.72 CB#42 108+25.90 1 2.00' RT 3G5.37 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB ECR 108+30.26 1 1 .00' LT/RT 3G5.34 DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT ° CURVE TABLE - FACE OF CURB 25 050'3 i" 10.00' 4.5 1' 2.29' 37 038'40" 43.00' 28.25' 14.66' 37 038'40" 43.00' 28.25' 14.GG' 46 OS 29 1 0.00 8.05 4.25 4501 105 1 0.00 7.89 4.i G DELTA RADIUS LENGTH TANGENT 45 0000 i 0.00 7.85 4. 14 4.5 000'00" 10.00' 7.85' 4. 14' DELTA RADIUS LENGTH TANGENT D2CURB RETURN 4 CURB RETURN 25°50'31° 1 0.00' 4.5 I' 2.29' O CURB RETURN 07 CURB RETURN O O CURB RETURN � STATION OFFSET ELEVATION STATION OFFSET ELEVATION O CURB RETURN STATION OFFSET ELEVATION °. ` STATION OFFSET ELEVATION STATION OFFSET ELEVATION BCR 71 +54.88 1 2.95' RT 370.22 BCR 71 +91 .47 1 5.20' LT 370.60 STATION OFFSET ELEVATION BCR 75+37.6 I 1 5.07' RT 370. 14 , 4 � \ BCR 108+62.88 1 0.00' RT 365. I O BCR 78+ 1 6.47 1 2.93' RT . 365.99 ECR 71 +G 1 .85 10.00' RT 370.38 CB#3 1 71 +95.47 18.00' LT 370.59 BCR 75+01 .32 1 2.93' LT 370.73 ECR 75+44.68 18.00' RT 369.97 I/4 Q 108+79.83 1 0.00' RT 365.06 ECR 78+23.54 10.00' RT 365.95 CB#43 106+80.G4 10.00' RT 3G5.OG CURVE TABLE - FACE OF CURB ECR 71 +98.47 1 8.00' LT 370.59 ECR 75+08.39 10.00' LT 370.G8 CURVE TABLE - FACE OF CURB 1 I ° ♦ 1/2 Q 365. 13 CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT // v O 44 4 . \� 3/4 Q 109+ 13.72 10.00' RT 365.20 DELTA RADIUS LENGTH TANGENT 44°49'13" 1 0.00' 7.82' 4. 12' DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 45°00'00" 10.00' 7.85' 4. 14' / o �o �O'. ECR 109+30.GG 10.00' RT 365.37 45 000'00" 1 0.00' 7.85' 4. 14' 43049-13" 10.00' 7.G5' 4.02' 45°00'00" 10.00' 7.85' 4. 14' `9 CURVE TABLE - FACE OF CURB $ CURB RETURN 1 DELTA RADIUS LENGTH TANGENT O 31 30 ( v 84°25'19" 36.00' 53.04' 32.66' STATION OFFSET ELEVATION BCR 78+07.26 18.00' RT 366.03 o CB#34 78+07.26 18.00' RT 3GG.03 CURB RETURN ECR 78+ 14,33 15.07' RT 3G5.99 1 Q o I o p Q 1 I o4 \O� O 43 ' O�+00� � - ` \� STATION OFFSET ELEVATION CURVE TABLE - FACE OF CURB 3 p o . i. v I 1 pl I Q ( / 6 09 a ♦ BCR 108+67.88 19.34 LT 365.30 O 7 I I I a 2 O \ ♦ 1/4 Q 108+82. 1 2 33.93' LT 364.92 DELTA RADIUS LENGTH TANGENT a l p nO/ I ( o ��10 o p : 1/2 Q 364.77 45°00'00" 10.00' 7.85' 4. 14' p LL � / O 4 � 4 � X ` ' U CB#44 108+97.45 39.00 LT 364.76 I I a ( v �. ♦ 3/4 ,L 109+ 1 1 .42 33.93' LT 365.04 �+ I O O,;` ♦ O \ S09 \ ECR 109+25.GG 19.34' LT 335.34 41 CURVE TABLE - FACE OF CURB O 2 ♦ \ 7 v ^ / I 42 O DELTA RADIUS LENGTH TANGENT 1� I 1 I i O , 159°42'39" 39.00' 108.7I' 217.96' o t O °o. l 0 33 O a ♦ 4 O 34 v SEE SHEET R-7 SEE SHEET R-8 r. SEE 5HEET R-8, R-9 1 3-G-07 NLA CDP MRS REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY e4�oIlk S r° TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS ��'' YELM WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N0. CHECKED BY APPROVED BY BEFORE YOU DIG � � r �,' �'-$00-424-5555 CDP/TWT MRS i Q Consul Ling Engineers DATE 1-800-424-5555 4200 6th Avenue, Suite 309 3M ROVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 '�►18l �}� d, E-�- ' BY: _ DATE: ? ! R-22 S C A L E: (360) 292-7230 Fax (360) 292-7231 to11u, A • CURB PLAN D A LS DEVELOP ENT REVIEW ENGINEER N0. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED (--somas 0227/04-�► 'A,PPROV_ EXPIRES ONE YEAR AFTER APPROVAL DATE: 29 OF 59 SEC . 2 4, T 1 '7 N , R 1 E , W.M. NOTE: 1 . ALL STATIONS, ELEVATIONS AND OFFSETS AT CURB AND GUTTER 15 AT CURB FACE FLOW LINE. 1 C U RB RETURN 2 CURB RETURN DiCURB RETURN (DiCURB RETURN O CURB RETURN a CURB RETURN 13 OAD D ROAD D O STATION Of ELEVATION - - STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION ET ELE V BCR 101 +OG.71 1 2.00' LT 372.56 BCR 101 +77.71 1 2.00' LT 371 .65 BCR 103+50.60 1 2.00' LT 370. 12 BCR 124+77.57 10.00' LT 372.88 BCR 190+40.25 10.00' RT 372.30 BCR 1 27+33.60 10.00' LT 37I .G2 i I2 114 Q 10 I + 1 6.22 1 3.88' LT 372.40 1/4,L I O I +68.09 1 3.92' LT 371 .91 C13#37 103+50.60 1 2.00' LT 370. 12 1/4 Q 1 24+87.05 1 1 .87' RT 372.80 ECR 190+47.32 1 2.93' RT 372.29 1/4 Q 1 27+43.08 1 1 .87' LT 371 .52 I I 112 Q --- ~ 372. 13 1/2,L - - 371 .87 ECR 103+54.96 1 1 .00' LT 370. 10 I/2 Q ~ ~ 372.57 CURVE TABLE - FACE OF CURB 112 0 ~ ~ 371 .29 3/4 Q 210+27. 17 1 2.38' LT 371 .90 3/4 Q 210+27.70 1 2.42' RT 371 .84 3/4 Q 190+25.00 I I .87' LT 372.36 3/4,L 200+25.00 I I .87' LT 371 .07 ROAD G CURVE TABLE - FACE OF CURB DELTA RADIUS I LENGTH ITANGENT 1 I CB#7G 210+32.31 10.89' LT 371 .87 CB#77 2 10+26.41 13.01' RT 371 .84 ECR 190+34.49 1 0.00 LT 372.29 EGR 200+34.49 10.00 LT 370.98 1 ECR 2 I0+36.68 10.50' LT 371 .89 ECR 210+37.32 1 0.50' RT 371 -90 DELTA RADIUS LENGTH TANGENT 45 000'00" 10.00' 7.85' 4. 14' I I 25°50'31" i 0.00' 4.5 I' 2.29' CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB ` 1 .6 - 1, CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB O CURB RETURN R°A°F DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT w I DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 89 009'06" 25.00' 38.90' 24.63' STATION OFFSET ELEVATION 89 009'06" 25.00' 38.90' 24.63' Z I I 1 CURB RETURN o I 89°28'59" 25.00' 39.04' 24.78' 90°31'01" 25.00' 39.50' 25.23' BCR 190+35.52 10.00' RT 372.29 1 STATION OFFSET ELEVATION CB#G7 190+34.81 10.01' RT 372.29 °1 Q o I m BCR 103+45.63 12.00' RT 370. 17 O CURB RETURN 2 CURB RETURN 1 0,3 CURB RETURN I/4 Q 190+25.87 I I .94 RT 372.33 ECR 103+52.77 1 5.00' RT 370.04 STATION OFFSET ELEVATION 112 Q 372.44 STATION OFFSET ELEVATION J I STATION OFFSET ELEVATION CURVE TABLE - FACE OF CURB BCR 190+49.4G 1 5.071 RT 372.28 314 Q 125+37.93 1 1 .94' LT 372.55 BCR 200+39.72 1 0.001 LT 370.98 '14"ROAD E -15 - BCR 210+57.32 10.50' LT/RT 372.35 CB#G8 190+5G.53 18.00 RT 372.31 ECR 125+47.58 10.00' LT 372.53 ECR 200+46.79 12.93' LT 370.94 l 0 r DELTA RADIUS LENGTH TANGENT / ECR 210+64.39 1 3.43 LT/RT 372.55 ECR 1 90+56.53 18.00' RT 372.32 CURVE TABLE - FACE OF CURB 1 CURVE TABLE - FACE OF CURB 45°34'23" I o.00' 7.95' 4.20' CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB a DELTA I RADIUS I LENGTH TANGENT DELTA I RADIUS I LENGTH ITANGENT 15 ROgD � DELTA RADIU5 LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 90°50'54" 25.00' 39.64' 25.37' 45 000'00" 10.00' 7.85' 4. 14' I I � CURB RETURN Ol 45°00'00" 10.00' 7.85' 4. 14' 45 000'00" 10.00' 7.85' 4. 14' - • ` O4 4 v STATION OFFSET ELEVATION 5 CURB RETURN KEY MAP O v BCR 103+54.96 I I ,00' LT 370. 10 O STATION OFFSET ELEVATION v I a I O CURB RETURN E C R 103+59.32 10.00' LT 370.08 68 BCR 125+47.58 10.00' RT 372.53 73 O CURB RETURN o O3 3 ' STATION OFFSET ELEVATION CURVE TABLE - FACE OF CURB 1 2 v ( ECR 125+54.65 12.9 3' RT 372.46 p 1 { STATION OFFSET ELEVATION 0 BCR 2 10+66.54 1 5.57' LT/RT 372.6 i I I I v DELTA RADIUS LENGTH TANGENT O v I O BCR 200+48.93 1 5.07' LT 370.91 ECR 210+73.G 1 18.50' LT/RT 372.89 a I CURVE TABLE - FACE OF CURB v o 1 I v ! C #7 2 + I RT 37 .92 p I ` 25-50-3 1 10.00 4.5 1 2.29 1 �' I DELTA RADIUS LENGTH TANGENT a O I B 3 00 56.00 8 00 0 CURVE TABLE - FACE OF CURB 2 v'' ECR 200+56.00 18.00' LT 370.92 j= I3 ■ v. 3 ` 45 000'00" 10.00' 7.85' 4. 14' a . 7G I 77 DELTA RADIUS LENGTH TANGENT ■ O v _ ■ 4 CURB RETURN CURVE TABLE FACE OF CURB o. I ° ■ I ■ \ 45 0000 10.00 7.85 4. 14 1 6 CURB RETURN ■ STATION OFFSET ELEVATION ■ o O I I DELTA RADIUS LENGTH TANGENT ■ v I ° BCR 103+52.77 1 5.00' RT 370.04 _ - - - L ■ a G6 67 ` p STATION OFFSET ELEVATION 71 72 v 45 000'00" 10.00' 7.85' 4. 14' a.. ' r I ■ v - ( ° BCR 1 25+56.79 1 5.07' RT 372.4 1 v . CB#38 103+59.91 18.00 RT 3G,.,, , ECR 103+59.91 18.00' RT 369.91 v. p w . : Q I . . . o ECR 1 25+63.86 18.00' RT 372.31 ° . o . ;` ( o o 'v o O CURB RETURN y 0 CURVE TABLE - FACE OF CURB Q CURVE TABLE - FACE OF CURB 37 3 STATION OFFSET ELEVATION 1 � O .,. ' ___-. _ -_-- p O � 4 _ •F ' 1 I O v . BCR 200+35.52 1 0.00' RT E370.98N �i� _._ ■ O I DELTA RADIUS LENGTH TANGENT - _ O I 0 DELTA RADIUS LENGTH TANGENT O - - I14 200+25.87 I I .94' RT 371 .07 ■ O O ■ 0 45°00'00" 10.00' 7.85' 4. 14' Q ~ ,._, 0 45°34'23" 10.00' 7.95' 4.20' O OI 0 ■ _ _ - _ _ _ -} - -- - - I - +- _ L� (_ _ _ 3/4 Q 127+93.951 1 1 .94' LT 371 .05 ■ O ROAD D ■ 2 5 +00 ROAD E O 0 I ECR 1 28+03.G I 10.00' LT 370.95 + ■ TOAD D � LOAD E 2(5+( CURVE TABLE - FACE OF CURB 4 v ° � N o . ■ v v.' ' . a ■ 36 12 2 14 ____ - V . ■v . . . v v . . . v. ' v . ■ v' . ; p': _ 90°50'54" RADIUS OO' 64' T G37T LE 25 39 25 _� - - - - - - - - - - - - - - - - - 5EE 5HEET R-9, R- 14 5EE 5HEET R-9 5EE SHEET R- 10, R- 13 SEE 5HEET R- 10, R- 14 (DCURD RETURN (2DCURB RETURN 05 CURB RETURN (DiCURB RETURN O2 CURB RETURN (DCURb RETURN O CURB RETURN STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFF5frT ELEVATION STATION OFFSET ELEVATION BCR 144+82.33 18.00' LT 379.31 BCR 144+91 .54 12.9 3' LT 379.33 BCR 144+76.53 10.00' RT 379.51 BCR 204+ 14.04 18.00' LT 376.02 BCR 204+23.25 12.93' LT 376.24 BCR I G5+08.3G 18.00' RT 375.59 BCR I G5+39.5 1 10.00' RT 375.4G CB#51 144+82.33 18.00' LT 379.31 ECR 144+98.G I 10.00' LT 379.34 CB#50 144+76.53 10.00' RT 379.51 ECR 204+21 . 1 1 15.07' LT 37G. 17 ECR 204+30.32 10.00' LT 376.39 CB#57 165+08.36 1 8.00' RT 375.6 I ECR I G5+46.59 1 2.93' RT 375.34 ECR 144+89.40 15,07' LT 379.31 CURVE TABLE - FACE OF CURB 114 Q 144+8G. 19 1 1 .94- RT 379.37 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB ECR I G5+ 15.43 1 5.07' RT 375.59 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB 112 Q ~ ~ 379.08 CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT 3/4 Q 194+44.70 I I .94' LT 378.76 DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 45°00'00" 10.00' 7.85' 4. 14' ECR 194+35.05 10.00' LT 378.52 45°00'00" 1 0.00' 7.85' 4. 14' 45°00'00" 10.00' 7.85' 4. 14' DELTA RADIUS LENGTH TANGENT 45°00'00" 1 0.00' 7.85' 4. 14- 45 000'00" 10.00' 7.85' 4. 14' 3 CURB RETURN CURVE TABLE - FACE OF CURB 45 000'00" 10.00' 7.85' 4. 14' 0 3 CURB RETURN STATION OFFSET ELEVATION DELTA RADIUS LENGTH TANGENT O BCR 145+40.04 10.00' LT 379.00 90°50'54" 25.00' 39.64' 25.37' STATION OFFSET ELEVATION O CURB RETURN O CURB RETURN ECR 145+47. 1 1 1 2.93' LT 378.89 17 BCR 147+32.56 1 0.00' RT 377.46 STATION OFFSET ELEVATION STATION OFFSET ELEVATION CB#52 147+32.56 10.00' RT 377.4G BCR I G5+ 1 7.57 12.93' RT 375.G I BCR I G5+48.73 15.07' RT 375.28 CURVE TABLE - FACE OF CURB � CURB RETURN 114 Q 147+42.21 1 1 .94' RT 377.32 ECR I G5+24.G4 10.00' RT 375.GO ECR I G5+55.80 18.00' RT 375. 15 - '- DELTA RADIUS LENGTH TANGENT STATION OFFSET ELEVATION _ - - - - ____I_ - - - - - 112 Q --- -�- 377.03 T---p-�-y--° 45°00'00" 1 0.00' 7.85' 4. 14' BCR 194+36.09 10.00' R 378.54 3/4Q 204+44.70 1 1 .94, LT 376.71 CURVE TABLE FACE OF CURB CURVE TABLE FACE OF CURB I/4 Q 194+45.57 I I .87'RT 378.72 � a . v a ECR 204+35.05 10.00 LT 376.47 DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT V X7 v v � d r ; r ; r r v'.'. v ' : v'.'. v v . . v •' : v'.'. v. : v'. ° 4 CURB RETURN I/2 Q --- --- 378.88 45-00'00" 10.00 7.851 45000'00" 10.00 7.85 4. 14 - 0 CURVE TABLE - FACE OF CURB O O STATION OFFSET ELEVATION 3/4 Q 145+37.OG I 1 .87' RT 378.98 53 ROAD 3 LOAD F _ O ECR 145+56.33 18.00' LT 378.82 ECR 145+46.54 10.00' RT 378.95 DELTA RADIUS LENGTH TANGENT CURVE TABLE - FACE OF CURB 90°50'54" 25.00' 39.64' 25.37' 50 - CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT 52 - �- I 4 CURB RETURN V. o v 145 +001 0 148+1 0 � R UR -- DELTA RADIUS LENGTH TANGENT 89°09'06" 25.00' 38.90' 24.63' - STATION OFFSET ELEVATION `= 45°00'00" 10.00' 7.85' 4. 14' E N 05 ( O v..o O O BCR 204+36.09 10.00' RT 37G.49 ° a .' ° _ ` " 'r v. 1/4Q 204+45.57 1 1 .87 RT 37G.GG + a a p v . . v 7 CURB RETURN s CURB RETURN 0 112 Q 376.78 O L.L 3/4 147+93.09 1 1 .87' RT 376.83 58 ROAD STATION OFFSET ELEVATION STATION OFFSET ELEVATION v Q - v I ° BCR 194+ 1 4.04 1 8.00' LT 378.04 BCR 194+23.25 1 2.93' LT 378.27 a I p ECR 148+02.57 1 0.00 RT 376.77 ECR 194+21 . I I 1 5.07' LT 378.20 ECR 194+30.32 10.00' LT 378.43 a CURVE TABLE - FACE OF CURB 15 +00 O O ' DELTA RADIUS LENGTH TANGENT 4 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB 0 ,� 1 v � 5 7 s oIo � � o 0 18 89°09'06" 25.00' 38.90' 24.63' 16 DELTA RADIU5 LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 2 I .. -. LL " ■ .o f 7 ( v _ 45°00'00" 10.00' 7.85' 4. 14' 45°00'00" 10.00' 7.85' 4. 14' v o r - -7 - '= 5EE 5HEET R- 1 1 , R- 13 SEE SHEET R- 1 1 , R- 14 SEE SHEET R- 1 2 I 3-6-07 NLA cDP MRS REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY - b4�oA•, .� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL 48 HOURS �� .� �' CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY APPROVED BY YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING NO. CDP/TWT MRS BEFORE YOU DIG Consulting Engineers - -1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 � ROVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 JUT d� ; _ �� - R 23 CURB PLAN DETAILS 13 DATE: SCALE: (360) 292-7230 Fox (360) 292-7231 lOX�L� qiV DEVELO ENT REVIEW ENGINEER p, NO. DATE BY CHD. APPR. REVISION J 0 8 N0. : 406030.04 AS NOTED FEw9 02/97/Oq PPROVA XPIRES ONE YEAR AFTER APPROVAL DATE: 30 OF 59 SEC . 2 4, T 1 '7 N, R 1 E , W.M. NOTE: 1 . ALL STATIONS, ELEVATIONS AND OFFSETS AT CURB AND GUTTER 15 AT CURB FACE FLOW LINE. O CURB RETURN O CURB RETURN (DCURB RETURN O CURB RETURN (DCUR13 RETURN 3 CURB RETURN 24 O o ATION OFFSET ELEVATION 0 _ STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION ST AD D _ ROAD D f - BCR 167+ 1 2.59 18.00' RT 373.71 BCR 167+48.88 10.00' LT 373.53 BCR 192+34.55 18.00' RT 375.53 BCR 192+59.75 10.00' LT 376.04 BCR 202+28.59 18.00' LT 373.60 BCR 202+59.75 10.00' LT 374. 17 1 m C13#59 I G7+ 1 2.GO 18.00' RT 373.71 ECR I G7+55.95 12.53' LT 373.40 ECR 192+41 ,G2 1 5.07 RT 375.G9 ECR 192+GG.82 1 2.93' LT 370.08 ECR 202+35.GG 15.07' LT 373.76 ECR 202+GG.82 12.9 3' LT 374.20 1 I 23 1 19 1 .01 70 ECR I G7+ 19.GG 15.07' RT 373.70 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB CURVE TABLE - _ _ L FACE OF CURB ROADG I CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 1 I 1 DELTA RADIUS LENGTH TANGENT 45°00'00" 10.00' 7.85' 4. 14' 45°00'00" 10.00' 7.85' 4. 14' 45°00'00" 10.00' 7.85' 4. 14' 45°00'00" 10.00' 7.85' 4. 14' 45°00'00" 10.00' 7.85' 4. 14' 1 1 45 000'00" 10.00' 7.85' 4. 14' r I Z%�ROAD F I �2 CURB RETURN CURB RETURN O2 CURB RETURN 4 CURB RETURN r�2 CURB RETURN 4 CURB RETURN O I STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION STATION OFFSET ELEVATION o O I I STATION OFFSET ELEVATION STATION OFFSET ELEVATION BCR 1 92-+43.77 1 2.93' RT 375.7G BCR 1 92+G8.9G 15.07' LT 376.07 BCR 202+37.80 1 2.93' LT 373.82 BCR 202+G8.9G 15.07' LT 374. 19 5 of BCR I G7+2 I .81 1 2.93' RT 373.72 BCR I G7+58.09 1 5.07' LT 373.34 ECR 192-+50.84 1 0.00' RT 375.92 CB#G9 192+76.03 1 8.00' LT 376. I I ECR 202+44.87 1 0.00' LT 373.98 CB#75 202+76.03 1 8.00' LT 374.22 ECR I G7+28.88 1 0.00' RT 373.71 ECR I G7+G5. I G 1 8.00' IT 373.22 CURVE TABLE - FACE OF CURB ECR 192+7G.03 18.00' LT 37G. I I CURVE TABLE - FACE OF CURB ECR 202+76.03 18.00' LT 374.22 1 - - I CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT CURVE TABLE - FACE OF CURB DELTA RADIUS LENGTH TANGENT CURVE TABLE - FACE OF CURB � ROADS 1 .DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT 45°O�O'00" 1 0.00' 7.85' 4. 14' DELTA RADIUS LENGTH TANGENT 45°00'00" 1 0.00' 7.85' 4. 14' DELTA RADIUS LENGTH TANGENT 1 i 45000'00"] _ 10.00' 7.85' 4. 14' 45°00'00" 10.00' 7.85' 4. 14' ° / 45 0000 10.00 7.85 4. 14 45 000100" 1 10.00' 7.85' 4. 14' 0 1 v 0 0 1 qd C G9 I I v' 75 KEY MAP 4 70 o I I o 4 O I I I C4 3 � I I v a 3 � GO � D-3 RC�AD G i -�- v. l 1 ° I Qv i o+00 to� I - 2 v 1 v ° rv , O 20 2 O l v . a � o I v v C i E SEE SHEET R- 12 SEE SHEET R- 13 SEE SHEET R- 14 RADIAL POINT RADIAL POINT R=45' TEMPORARY TEMPORARY STA.= 100+46.68 TEMPORARY RADIAL POINT STA ET=7. 10.57 CUL-DE-SAC 5TA.= I G4+20.85 CUL-DE-SAC OFFSET=0.00' LT/RT CUL-DE-SAC OFFSET=7. 1 T RT OPF5ET=4.00' RT ELV.=373.30 1 2 51 � o ♦♦ _ a n ---° ' i♦ r� c� a.. " �♦ o - i ■ ao --- -v v V c . i ♦ - ___ - -`= -- ♦ 5TA.- I G4+20.85 ♦♦ ■ �� _ ♦♦ v . ' STA.-56+90.57 STA.=57+44.50 _ ♦ ELV.=376.72 ■ - -- i► - ___ _ _ _ __ �I -- r-- - ELV.=371 .24 BEGIN FULL ��Ij -- ♦---_ _ - - __I�j�� ROADWAY -- --"-- -~ --= _ -- -- ---- 1�� - -- -- ---- -- - --- . i 2' TAPER DOWN 2" o { I .GO%`_ IMPROVEMENTS : 5TA. I G3+7G.03 R=25' STA.= I G4+79.G4 STA.= 100+01 .50 FROM CUL-DE-SAC ■ (� _a ELV.=370.55 ELV.=377. 17 BEGIN FULL ELV.=373.75 START ■ `i" FEATHERED AREA 0 - -�- ■- EXISTING A.C. NEW 2" A.C. - 7 +0 CREST OF I .00%� MOPROVEMENTS r 1 O0%: ■ PAVEMENT' AVEMENT 5AWCUT PAVEMENT CUL-DE-SAC 2' TAPER DOWN 2" R=25 STA.=5G+45.88 14 +00 _ ELV.-376.30 . 0_� ROAD D ELV.=371 .91 FROM CUL-DE-SAC i R-25 - :0 0 ■ EXIST. CRUSHED 2" CRUSHED CREST OF s-- ------ r► START _ __- - _ _ - _.',� � _ SURFACING TOP SURFACING CUL-DE-SAC ROAD G 2 TAPER DOWN 2 • z R=25' 0 CREST OF �O _ _ - _._..__..-_.. . ■ COURSE MATCH TOP COURSE �. ___r. - --___ ___ _- ____ _ _ ______ :'�i1. FROM CUL-DE-SAC �0 CUL-DE-SAC ♦ EXISTING i __ -- �l- - ♦ START 1 . _._-----_-__._ -- _ ♦� EXISTING BASE GRADE i -- -- 1 --- - - - _ - ---- - - ♦ _ ---_ . _4-Q ■ �; c' �' v ri �.. - r ° ` �i 0 8 BALLAST i== a: �_ -._ - .� .__._. a �♦ i ♦ o JZ C\j••♦I�. '♦♦♦♦♦ ■ 2 2 •~III N ♦♦♦♦' 23 •••�� '��♦♦♦♦♦STA.= 101 +OG.71 �1 ••••��/��/��♦ ■ - ,1111111126111 BEGIN FULL 24 \\ • • 111 �� ROADWAY _ OO ■ IMPROVEMENTS ° C)a° � 0 ° 00 °O ELV.=372.87 O O � U 0 0 0 0 0041 U0 O C O °Q 0 °°0 SEE SHEET R-6 SEE SHEET R- 1 2 SEE SHEET R-9 °� o° o n 000 °O o I' MIN. 2' MAX. TAHOMA TERRA MASTER PLAN COMMUNITY YELM, WASHINGTON MATCH EXISTING PAVEMENT DETAIL I 3-G-07 NLA CDP MRS REVISED ROAD GRADES PER CITY COMMENTS DRAWN BY DESIGNED BY NLA TWT CALL 48 HOURS �4�oR sr � TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8 LLC CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY �� APPROVED BY WORKING DAYS BEFORE YOU DIG BEFORE YOU DIG YELM, WASHINGTON F DRAWING NO. CDP/TWT MRS Consul trng Engineers 1-800-424-5555 1-800-424-5555 --' DATE 4200 6th Avenue, Suite 309 � - PP OVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 ' G1 1�� CURB PLAN DETAILS BY: DATE: R-24 SCALE: (360) 292-7230 Fax (360) 292-7231 DP N0. DATE BY CHD. APPR. REVISION J o B No. : 406030.04 AS NOTED EXPIRL4 Oie/07/pq EVELO ENT EVIEW ENGINEER�. APPROV EXPIRE5 ONE YEAR AFTER APPROVAL DATE: 3 I F 59 0 SEC . 24 , Tl '7N , ME , W.M. NZ I ROAD e.Q ROAD G Q i 1 99TH AVE. a� , p � � I PARK \ ROAD F 1 ' ' o I I; �� CE ROAD B - 5TA 30+99.75 DIVISlON9 5��6 I o o m � �� 51 99TH WAY D I r I Q --� -.� i - S',F - ':: t / / / R-21 CL ROAD C 5TA 6 I +74.53 ED Q f a0 i I K ! Q I OTH AVE. { / Q I ROAD E l ^ d [) to =� ` •a„� • O � o� . ... � _ 3 - v . t� M�� - z y:• RO TREET = m _ I rr I ROAD E qo NG r_----_ 1,.,� _ OPEN �'' � R-2 I s Q Q - -- �� T- ___ _ I SEE DWG W-7 ' » TAHOMA BLVD. UI p> I � + - 1 a \ \ 56 R/w . 1 =50 FEET I _ �, A I \ SCALE:, i� � FUTURE TAHOMA TERRA CL I- ! ,� °'4�/ ai •:a \ I q I 0 0 0 25 50 100 FUTURE MULTI-FAMILY W '/ / .a DI ION 8 � \ ' O MASTER PLANNED x > + _ a- • E I I °. I I \\\ SI7 COMMUNITY a a n 1 .23 I Iwi Q I � VIS I e W n A. 1 I N �' a � \ , `a \I ,.'p I•• I I ' I I I � O �� , Q \ 12 -� L ;4 � I � ; a. � ,,.: �. �, ► - ___ _ _ , a, , 12 126 � I PEN,o 12 3 _ r " f . e + 4 _ :: •:.: ; , � �� .4� �4 ' � � KEY MAP 1 4 Ac v :. v ✓ 5 EC.24, T 17N, R I E, W.M. I I 4 �`-{rj f �.il i ,e ,� /1 �� A I �� - I I 1 I 01 �`.. I - `,� I Ir I d q � f I 124 9 �\ ., e v I � N O Ul � I I ` 1 •q: , r�... :a :. a....... ,.� ;1�.,A 'u: .:e:e: '.a. ..d:u:v v. . .v, •4 I. ..:.` __�,.. .v ..e _.•q :•v ve 'v e.' _ _- -.- :- -- �� I �a , I , i sc, - _j °._ _ . - WATER FITTI NG TABLE `' 'A: � `' \�: as �_ ,'•8 - 1 _-_.__. _ - _ _ - , - - TYPE STATION OFFSET MISC. II 98 I r NN CT TO EXISTING M 29+73 00 5. I �, W. , W 1y I CO E 10" W 0' RT t ? \ '.a: _ X 8„ C 0' RT s 9 � v. �. ,., � ".: .' :, �.:, • ' i; !r �'�, ' :'� .<�e a '.d 1s:: .Ala.a:A.v .e.Ar d a� ve. .'.v;:.:. .v'. ,a ,, +�. q>:: ..;-'''.�.:v::_.:�:6 ••} ? e:.q'i•�q Q - - - - 2 I 10" X 8" X 1 0" ROSS 30+94 72 5 56 R/W .J� � � "�. - -x - - � � 1 - 10" GATE VALVE - - ROAD C 5- - - - - - - - - -� Ian - - - U-UN 2 - 8" GATE VALVES Lo I O 0 1 - 10" X 4" X 10" TEE 32+40.00 5.0' RT THRUST BLOCKING SEE DWG W-3 - O ` I I - 4" GATE VALVE 95 92 , 9I 90 89 1 (5 87 �; 86 � 94 ` 93 I > 4 FIRE HYDRANT A55EMBLY#1 33+34.00 1 8.0 RT FLANGE ELV. = 3GG.4G j I O 5 1 - 10" X 8" X 10" TEE 35+ 1 O.G9 5.0' RT ' II W I - 10" GATE VALVE � I - 8" GATE VALVE © FIRE HYDRANT A55EM13LY#2 35+30.93 1 1 G.0' RT FLANGE ELV. = 3G8.85 2 CE ROAD B - 5TA 35+05.69 �7 FIRE HYDRANT A55EMBLY#3 37+73.93 1 1 7.0' RT FLANGE ELV. = 372.34 ROAD B R-21 ROAD E - 5TA 130+24. 1 I 14 SEE DWG. W-3 I W O Z 0 o o 380 380 WATER METER SCHEDULE Pon LOT # STATION OFFSET TYPE Z_ 0 I M Z N � Q Q OPEN 31 +59.45 I G.0' RT SINGLE WITH DCVA Z 87-88 37+ 10.95 17.5' RT DOUBLE fn 375 89-90 3G+30.95 17.5' RT DOUBLE 375 W Q VPI 5TA: 2+50.00 N� 91 -92 35+40.93 17.5' RT DOUBLE 100.001 VC Q + Q 0 c6 93-94 34+30.92 17.5' RT DOUBLE I Q m Q m - 95-9G 33+26.05 1 7.5' RT DOUBLE O O O (I O Ili fINI5HE GRADE 0 Q 1 . 0% 97-98 32+23.64 1 7.5' RT DOUBLE tn O a Q 370 I o+ m o+ m �c C�-'�w _ 370 125 35+45.41 2 1 .0' LT SINGLE VPI : 29+63.00 m m EXISTING GROUND - - 126- 127 3G+35.55 2 I .O' LT DOUBLE VPI ILV: 353.56 m + U 46 Q w Q w 1 2"5DI 128-OPEN 37+ 15,5G 21 .0' LT DOUBLE WITH DCVA LOW POIN 5TA: 29+52 97 Q 0 Q m N � cf ; -- G" SAND CU5H1 N p LOW POI T ELV: 353. G p it p II II U > 1 .2 % _ - P.) 1 NOTE: 3 G 5 00 6 .00' VC 2< w j > -___ 1 2" D ( 10„ W 3G5 I . Off SET TO CENTER OF METER BOX VPI STA: 28+ 7.00 �D 2. SERVICE STUBS EXTEND I' BEYOND RNV LINE TYPICAL VPI ELV: 35,3.5G N - 3. THE DEVELOPER 15 RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT 60.00' V m m _ - LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND II + . I + 1,511 F 0" WM 0 INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM cfl O Q O 274 L HAS RECIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. C6 c\J N w I N O 3 G 0 3G0 m + m Q I � v J N J m > �/ O\�o w w w I I > > A�• „ U� � w 12",5D `. \ ff w 355 Refs __-- - _ _ � r1� MAY 4 r60 _ .2 I2"5 ( 00% 2 \0„ 3„55 J 350 350 �� . -1 �� lw, O x .z ' 345 I 345 O N I I\ �\ m �\ �\ d N I\ 6j I\ �0 �t C9 l9 O l9 L9 N <9 O m N N m O N N LQ c0 67 O LQ ch O - I� cp m lfl (V 6� f m r O O N m O O O _ N N � HORIZONTAL CONTROL: U w <o ch `" m I 'n m '� m ch �n c� m m m m �° m �D m m ch �0 cth ch m c� m 340 / WASHINGTON STATE PLANE, SOUTH 340 m m m m m m m m m m m m m m m m m m VERTICAL DATUM ZONE PER TCHPN 28+00 28+50 29+00 29+50 30+00 30+50 31 +00 3 1 + 50 32+00 32+50 33+00 33+50 34+00 34+50 35 +00 35+50 3G+00 3G+50 37+00 37+50 38+00 38+50 NGVD 29 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK ROAD B COUNTY HIGH PRECISION NETWORK HORZ. - 1" = 50' VERT. - 1" = 5' DRAWN BY DESIGNED BY �q�`oIPLL 3 ,off TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8 , LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS � .� ' ' WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY �` ' YELM, WASHINGTON ' 800-424-5555 DRAWING N 0. CDP/TWT MRS BEFORE YOU DIG Consulting Engineers � f DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ,�, IMPROVEMENTS �. OVEDFORCONSTRUCTION c W-1 Washin ton 98503 WATER SYSTEM I M P RO BY: DATE: �' 5/4/2007 Lacey, C,)-S C A L E: (360) 292-7230 Fax (360) 292-7231 �lO1fAL �d DEVELOP NT REVIEW ENGINEER ' N0. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED � �� STATIONS 29+73.00 TO 38+00.00 A PROV XPIRES ONE YEAR AFTER APPROVAL DATE: 3 2 OF 59 SEC . 24, T1 '7N , R1E , W.M . Q ROADD 6 oOC ROAD G SF4 _ ROAD F I I 99TH AVE. 4 _ 5 ROAD B - 5TA 42+32.29 G Ct ROAD B - 5TA 44+88. 14 f <1 ROAD B 5TA 39+7G.2G ROAD F R-2 1 ROAD F - STA 150+24. 1 1 ROAD G R-2 1 ROAD G - STA 170+24. I I ROAD D R-22 ROAD D - STA I OG+53.90 IONS a <C) !I Q 99TH WAY j DIVI IONS 51 6 p z, �q O SEE DWG W-8 SEE DWG W-9 SEE DWG W-G �oz I I o ~I I OOTH AVE. 0 G' R/W 50 R/W 5G R/W O ROAD E =G U C) STREET + <� I 192 R�AQ� -. / I a� 189 m 68 1 7 I L` 7 TAHOMA BLVD, e A 290' 1 3 1 1 3 2 I ( I �! L 1 I FU TURE TAHOMA T ER R 13 FUTURE 8 MULTI-FAMILY DIV IONSI7 i 7 0 1 9 0 1 J I MASTER PLANNED COMMUNITY - _ { 1 - - -�- - - - - / EY MAP 8 N.T.S. SEC.24, T 17N, RI E, W.M. 4. i -'-" - 4 } c ----- STLf - _ f - - --�•r.+ _ TV p - + _ _ - L -- _ I-� I I' w r-ri W W �W = �I�... 2G w :}. SCALE: 1"=50 FEET r_ ____....�._.. ...«.:�:_:,.� _�..__._ c-• t-` . . I WATER FITTING TABLE . ,, a.4'. a a. ✓.' r. :r. .. r.. ar 'p. r.W 4i•..i .,4 Z E-. .�.. . ,. a ' Q - ._.. - - 1 OJ 1-I - - - - - - - - - - - - - - 27 ; ( �.., I // `J 0 25 50 100 TYPE STATION OFFSET MISC. - - - _ r I � _T - - - `t 'n I + I / 8 FIRE HYDRANT ASSEMBLY#4 40+ 10.00 28.0' IT FLANGE ELV. = 374.89 86 i r I 19 I - 10" X 8" X 10" TEE 39+.51 .2G 5.0' RT THRUST BLOCKING _ p ' Il W 78 7 7 7 5 74 ;'�� 01 El I I - 10" GATE VALVE 83 82 81 80 79 I I / 0 �•� 84 I � I 1 � I - 8" GATE VALVE LLJ I - I O" GATE VALVE E 42+37.29 5.0' RT C / I / , I I I ,�� I U � I _ _ - a _ ____ _ __._.-_____. I - 8" GATE VALVE Q) I I FIRE HYDRANT ASSEMBLY#5 42+54.00 21 .0' RT FLANGE ELV. = 371 .03 Q 2G I - 10" X 10" X 8"TEE 10 G+58.90 5.0' LT ROAD B I - 10" GATE VALVE I - 8" GATE VALVE 27 FIRE HYDRANT ASSEMBLY #15 44+45.00 1 G.0' RT FLANGE ELV. = 3G7.40 v 1 5TA: 39+7G 2G WATER METER 5CHEDULE PI ELV: 374.73 390 LOT # STATION OFFSET TYPE 390 HIGH POINT 5TA: 39--7G.30 HIGH POINT ELV: 374.35 OPEN 44+25.26 1 7.5' RT SINGLE WITH DCVA 100.00' VC 73-74 43+61 .02 21 .0' RT DOUBLE N O N 75-7G 42+91 .01 2 I .0' RT DOUBLE N 385 77-78 41 +01 -00 21 .0' RT DOUBLE 385 +I(y) - + m 79-80 41 + 10-99 21 .0' RT DOUBLE m J N d ? 81 -82 40+ 10.9(5 21 .0' RT DOUBLE u U N 83-84 39+ 10.97 17.5' RT DOUBLE W O > + > N 85-8G 38+ 10.96 17.5' RT DOUBLE 380 Z j C) m 0 In > VPI 5TA: 4.1+47. 14 380 1 29-1 30 38+05.57 2 1 .0' LT DOUBLE - O Q Q N to _ FINI5HED GRADE + _ VPI ELV: 369.50 pw POINT 5T : 44+53. 17 131 -132 38+95.58 2 I .O' LT DOUBLE U M C3'(!) Q4J a j p CV p [� GO.0 ' VC LOW POINT E V: 366.94 � m � NOTE: ~ Q II < C)II O N 0 O GO.0 ' VC m I . OFFSET TO CENTER OF METER BOX EX15TING ROUND H � < J �t 00 Ln O 2. SERVICE STUBS EXTEND I ' BEYOND R/W LINE TYPICAL Ir-375 (n �� Lu N co - `r + 375 3. THE DEVELOPER IS RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT U LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND J J + m + -- < < - m INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM .4O% _ .4O% Q w Q 'L' J � O II a0 II I) HAS RECIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. W Qz �- J Ln 1 2„SDI > ; U > > 3 70 370 _- _ > 2"SDI 257 F i o11 wM G" 5 ND CUSHION A7 I LF,I O 1 2"5D I �• �3. _ /q 20/0-2% 365 3G5 X56 LF �0.. I8"5 II WM I 1 2G F-271 3G0 3G0 3 355 55 (V N O cV � O 7 O p0 7 Cm N p N m N ch ctj N N - O p l9 350 m c i n m `� c i `� m `� m 22 m `� m `� m `� m `� m m m m m 350 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41 +00 4 1 +50 42+00 42+ 50 43+00 43+50 44+00 44+50 45+00 VERTICAL DATUM ZONE PERTCHPN NGVD 29 � THUR5TON COUNTY HIGH ROAD B PER THURSTON PRECISION NETWORK COUNTY HIGH PRECISION NETWORK HORZ. - 1" = 50' VERT. - 1" = 5' DRAWN BY DESIGNED BY �4�OR '��,� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TwT CALL 4a HOURS �'�� WORKING DAYS BEFORE YOU DIG � YELM, WASHINGTON _ DRAWING N0. CHECKED BY APPROVED BY BEFORE YOU DIG Consul tin Engineers --" -800-424-5555 CDP/TWT MRS 1-800-424-5555 g 4200 6th Avenue, Suite W=2 309 �� PROVED FOR CONSTRUCTION l DATE �, WATER SYSTEM I 5/4/2007 MPROVEMENTS BY DATE : �\�� Lacey, Washington 98503 �� p7 (360) 292-7230 Fax (360) 292-7231 ��U' �'� DEVELOP ENT REVIEW ENGINEER SCALE: ROADS 2 J 0 B No. : 406030.04 AS NOTED � 02/97/6 STATIONS 38+00.00 TO 44+88. 14 EXPIRES ONE YEAR AFTER APPROVAL DATE: 3 OF NO. DATE BY CHD. APPR. REVISION SEC . 24 , T 1 '7N , R 1 E , W.M. o ROADD f ant a 6t}L� I ROAD G 99TH AVE. ROAD F ROAD B - STA 30+99.75 1 mi ~ 11 ai cn FUTURE �; 99TH WAY ROAD C - STA G 1 +74.53 R-21 - I co i Z DIVISIONS 5!E 6 Qp ap pp .0 I O I O a �I U oC 'z --i ae 0 J 100TH AVE. s Oq� ROAD E o O `I, 105 `;�i 04 :d 03 X1102 z s�", , w' ! 1 r U O�, I O 1 1 o a.¢... . 8 28 �c ONGM1;S J 08 ° TREET FUTURE , i 1 I 1 , , ° ¢°:a8.v:'•'� / w �/ / / OO 1 ' /+ ' q DIV1510N5 5 TAHOMA BLVD. :°.. .. . - OPEN 48 l It r' I • �, - - 1 CIS- m O i �:°° �� ? I / lt �� _ �.� w FUTURE MULTI-FAMILY FUTURE TAHOMA TERRA _ N /� l 98 - . '.. SCALE: 1 =50 FEET DIVISIONS 7 8 t ._ , _ ° ^:d.. ° :o,•.•. �, - MA5TER PLANNED t ..� �. _ .<. r .:`.. +•, v _ _ 1 / 1p COMMUNITY I2 - a'r-. - - - - v 0 25 50 00 i �: _ C F _ v•, i, v � fH� � -��. --..°.,.. ° � - - �� i K MAP xs W - °. �/ 1 ♦ W I �' - a..•:.. SEC 24 T 17N R I E W.M. ♦ I.. I EI V �,� \ N. r, .' F W __- t. _ - - WATER FITTI NG TABLE �'�► C l - .. STATION OFFSET MISC. ' •- % . �,� , TYPE � - �� .�♦ • FAR r\ I I ^ � I - 10" X 8 X 10" X ,5" CRO55 30+94.72 5.0 RT • I j'I\I\ I t �{4 ^'2 `t 2 1 - 10" GATE VALVE 5 �t J • 1 I ` ; • � / a I 4 6 � � ` � 2 - 8" GATE VALVES • � � I I q-7 I ' 12 I - 2" TEMP. BLOW OFF ASSEMBLY 57+24.26 5.0' RT I - 8" GATE VALVE I o I v C 7 12A I - 8" X 8" X 4"TEE 59+ 19. 15 5.0' RT THRUST BLOCKING R-22 I - 4" GATE VALVE 13 FIRE HYDRANT ASSEMBLY#G 59+G9.21 23.0' LT FLANGE ELV. = 3G4.57 22 ROAD C R-24 14 FIRE HYDRANT ASSEMBLY#7 G2+20.00 30.0' RT FLANGE ELV. = 358.72 15 1 - GOO BEND G4+70.G I 23.52' RT THRUST BLOCKING I G I - 1 1 .250 BEND G4+74.88 2 1 . 14' RT THRUST BLOCKING 17 FIRE HYDRANT A55EM13LY#8 G5+ 19.21 14<50' RT FLANGE ELV. = 357.G5 who Z p VP sTA: 58+25. o _ 0 WATER METER SCHEDULE LU U I PI ELV: 369.2 380 OFFSET TYPE 380 Q 100.00' VC V CO LOT # STATION Q Q O OPEN GO+ 19.21 22.0' LT SINGLE WITH DCVA p m O PARK G I + 14.97 20.0' RT SINGLE WITH RPBA !� - I Ln p Ln t� V 1 5TA: 62+2G 50 U U N + m + VPI STA: G I +23. 3 PI ELV: 358.CO 40-41 G4+85. 18 39.5' RT DOUBLE U I V I ELV: 358.0 60.00' VC 375 42-43 G4+49.87 34.5' RT DOUBLE 375 0 Il jj W W I nw POINT 9T w w LOW OINT ELV: 35 .41 'n 44-45 G3+58.84 I G.O' RT DOUBLE C3'►- v > > 60.00' VC m L + m VP STA: G4+75. O 4G-47 G2+58.84 I G.0' RT DO B j > 15H ED GRADE � - PI ELV: 356.0 48-49 G3+94.29 19.0' LT DOUBLE % c6 w LOW POINT STA: G4 35.83 108-109 58+60.88 22.0' LT DOUBLE m In m LOW POINT ELV: 35G.50 370 1 10-1 1 1 57+94.55 22.0' LT DOUBLE 370 _ I Vu EX15TI G GROUND J Q q- pj > O O m NOTE: w > +O O � O � 1 . OFFSET TO CENTER OF METER BOX U + [D Ln O Ln O r Ln 2. SERVICE STUBS EXTEND I' BEYOND R/W LINE TYPICAL U > < U Q c0 m O+ m + m 3. THE DEVELOPER 15 RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT j O 11 0 11 II 't Ln > 3G5 LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND 365 12 J w LU INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM C3'cn C�'cf�LU Q 1 _3.),% �`\ � ; � L HAS RELIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. 125D u 3GO 360 '11 2AI 1.3 G" SAND CUSHION (n'P.) -0.78% W , I2" 355 355 z U__j 125DI oZI EE 14 (D 17 Z I "551 24" D 1 5 I G 350 350 zU 6 LF, ' WM CO Z 01 345 345 cm p N p I O , O dm m N m m m O J m cq? m m 6m) Ln n 340 HORIZONTAL CONTROL: 340 WASHINGTON STATE PLANE, SOUTH 5G+00 5G+50 57+00 57+50 58+00 58+50 59+00 59+50 GO+00 GO+50 G 1 +00 G 1 +50 G2+00 G2+50 G3+00 G3+50 G4+00 G4+50 G5+00 G5+50 GG+00 VERTICAL DATUM ZONE PER TCHPN NGVD 29 THURSTON COUNTY HIGH ROAD C PER THURSTON PRECISION NETWORK COUNTY HIGH PRECISION NETWORK HORZ. - 1" = 50' VERT. - 1" = 5' DRAWN BY DESIGNED BY �4�oR, s TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3 -8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS �.�� '�' YELM WORKING DAYS BEFORE YOU DIG DRAWING NO. CHECKED BY APPROVED BY , WASHINGTON - ` ;- 1-800-424-5555 CDP/TWT MRS BEFORE YOU DIG Consul ting Engineers 1-800-424-5555 4200 6th Avenue, ROVED FOR CONSTRUCTION DATE Suite 309 3M B WATER SYSTEM IMPROVEMENTS Y:r•... '! DATE:/ W-3 5/4/2007 Lacey, Washington 98503 S C A L E: (360) 292-7230 Fox (360) 292-7231 ��' "� DEVELOP NT REVIEW ENGINEER ROAD C APPROVA FIRES ONE YEAR AFTER APPROVAL DATE: 34 OF 59 NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED � � 0� /09 STATIONS 57+44.26 TO G5+00.00 SEC . 24, T17N , R1E , W.M. o ROAD e F ROAD G 8 ROAD F �� i 99TH AVE. ! I X11 � R-22 j I Qj (Oi 0 � UTURE! - I m Vii ; 99TH WAY OO } O '' DIVISIONS 5 6 O I O I O a � y 1 l OT '} 0 f - O 10 HAVE. <' i ROAD E i O!6 Ov iG . I 59 ° �CA't STREET 3. �/ I ' } , .� �� ,5 2 5 3 5 7 5 8 \ , , -. N� TAHOMA BLVD. \ 5 4 5 } 5 6 \ \ , ,' = SCALE: 1 50 FEET 100 FUTURE TAHOMA TERRA 0 25 50 MULTI-FAMILY DIV15ION517 4 8 MASTER PLANNED 15 ', ,� _._.._ '�..� ° a;'y., ,\ � , _ <.:°, ,� _ I COMMUNITY ,• / ,. ., s-. *> .._ ..--._......__._ .. _`.r9 ° °.: e. y_ . + 4 ..a�'�. .e' fit' 4 l - - it .° a. .. s � .... .4.:':, ., '• � . ... ,.. -- . _ �_ __ ..._. _ __�.�=�j V_._ ` cs, ._._.__. .-•o t �-_"°""�......._ ..�i �;F1:F - - /, a�.<y ` KEY MAP SEC,24, T17N, RI E, W.M. I 3A 4 I - w W - 4' ., a ..<:'a t �p :.. T . �,, .. l � i 19 Q J ;� 1 � � _ � _ I _ _ I_ _ _ _ , >1' ,�+0:. �_ _ _ ! � � N \ i WATER FITTING TABLE %off 39 '�� - - - - - - - - - - - - - a - - - - - -t ` o 29 38 � � � � � � 18 \ �� \ � V '\ � �� TYPE STATION OFFSET MISC. 37 ! \ 31 30 1 v 15 I - GOO BEND 64+70.61 23.52' RT THRUST BLOCKING 35 i, 34 3 ` 32 i \ 1 G I - 1 1 .25° BEND G4+74.88 2 1 . 1 4' RT THRUST BLOCKING i \ \ 1 17 FIRE HYDRANT ASSEMBLY #8 G5+ 19.2 1 14.50' RT FLANGE ELV. = 357.G5 18 FIRE HYDRANT ASSEMBLY #9 G8+23.85 14.50' RT FLANGE ELV. = 3G5. 1 7 I9 19 FIRE HYDRANT A55EMBLY#10 71 + 19.21 2 1 .0' RT FLANGE ELV. = 370.20 R-22 I - 8" GATE VALVE ROAD C WATER METER 5CHEDULE LOT # STATION OFFSET TYPE 29-30 71 +0(5.37 2 I .O' RT DOUBLE 31 -32 G9+90.57 2 1 .0' RT DOUBLE W O 33-34 G8+72.78 14.5' RT DOUBLE Z VP 5TA: 71 +75.00 35-3G G7+54.99 14.5' RT DOUBLE _ PI ELV: 370.9 37-38 GG+37. 18 14.5' RT DOUBLE LO 380 V 100.00' VC 3801 39 G5+24, 12 14.5' RT SINGLE Q Q 0 O O C) N 50 G5+G5.78 25.75' LT SINGLE 00 N Z . N 51 -52 GG+G5.01 25.75' LT DOUBLE p J p r j 53-54 G7+G7.59 25.75' LT DOUBLE 375 + w = N w 375 55-5G G9+ 10.40 14.0' LT DOUBLE FINISH D GRADE �j f- (n 57-58 70+ 13.26 14.0' LT DOUBLE II U > Q > 59-GO 71 + 15.53 14.0' LT DOUBLE rL VP 5TA: G4+75.DO m > PI ELV: 356.0 `t EXISTIN GROUND NOTE: LOW POINT 5TA: G4 35.83 Q N _ „ , 370 I . OFFSET TO CENTER OF METER BOX 370 LOW POINT ELV: 359-50 ----- 2. SERVICE STUBS EXTEND I ' BEYOND R/W LINE TYPICAL _ 3. THE DEVELOPER 15 RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT 0 11 LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND 0 0 J 70% -12"SD INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM 0 0 w HAS RECIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. 365 v m > > ,- 365 w 12"5D • 2.5 %01 �� 360 G" 5 ND CUSHION 360 (fYP. :5 1 2"5D . 18 355 - 355 12"5D 17 350 15 I G 350 G LF, ' WM 345 345 LQ to 6 O _ O Ln r t N Ln 340 m m m m m m HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH G3+50 G4+00 G4+50 G5+00 G5+50 GG+00 GG+50 G7+00 G7+50 G8+00 G8+ 50 G9+00 G9+50 70+00 70+50 71 +00 71 +50 72+00 72+50 VERTICAL DATUM ZONE PER TCHPN NGVD 29 ROAD C THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY R g�o *sr��,o TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8 , LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS -�� ' YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N0. CHECKED BY APPROVED BY BEFORE YOU DIG • -800-424-5555 CDP/TWT MRS Consul ting Engineers 1-800-424-5555 4200 6th Avenue, Suite 309 P OVED FOR CONSTRUCTION DATE Lacey, Washington 98503'° WATER SYSTEM IMPROVEMENTS _ �' W-4 y BY:-r' DATE: 5/4/2007 SCALE: (360) 292-7230 Fax (360) 292-7231 tom y''�O DEVELOP ENT REVIEW ENGINEER J 0 B No. : 406030.04 � 09�,� 9 ROAD C APPROVAL XPIRES ONE YEAR AFTER APPROVAL DATE: 35 OF 59 NO. DATE BY CHID. APPR. REVISION AS NOTED STATIONS G5+00.00 TO 72+00.00 SEC . 24, T17N, R1E , W.M. I o , ROAD R-22 ROAD � _ ROADG Z Z SEE DWG w_ O 0 G ROAD F 99TH AVE. - - 56� 28, FUTURE; _ m <I 99TH WAY Q �I DIVISIONS 54 6 p o U z 0 I f ~� Q Q QI / 1 I pO[ LLJ � � _ _ � I GOTH AVE. 1 i 0 O F + 6 1 ' 62 � 63 64 G5 �6 67 G9p 71 72 ,- �, I I j ROADS a a I I N I j I LoN�M/ i C STReer Ln (fib N III Ln In - - - - - - -1- - - \- - - - -1 - - - - � - - - - - - - - - - - - - - - - - - - - - - - - �- - -� �- - - - - - � l ( . � � SCALE: 1" 50 FEET rAHOMAewo• + _ a f i . � .,-�.._ ..�.liL._.____._._____€->�-3f�_ .._______. _._,...__ _ f3 .�_.....__. _:-_� _�::;:. ?-•Ya(-- Kp _._...__....__ ._-,.• a..._ __.. c �.L i..S_..____ :} e _ - �,� \\ O 25 5O �OO , FUTURE � I FUTURE TAHOMA TERRA SU - L�U I I 77 1 -- - -- - I -._ . � _.af -_----..9.,... ...� .: �; � _ ..4..-_ . � .,�1ti :' DIVISIONS 7� I MULTI-FAMILY ._ __.._.. . . __ _.._.._ __-- -___. _ _._ ____ ' 8 II I If_1 - - - 111"' � MASTER PLANNED W ( - COMMUNITY - - - f/� af' e - a ..: -vv ° e,4 e" -,'a. a:,...•`a .e.<.'' a..'r,. :> j KEY MA -...a, 4.:.° •'qe... a '.° N.T.S. SLC 2 1 7 RI r 46'' •r ,.:iuW ._. i.9 .e..0. .•rs ..! a ' ' a *I > > > W.M. �- - - - - - - - f- � - - - - - - - - - I - - - - - - - - - - - - - - - - - - -�- - - - \ tl..e' 1' 4 T N E W 3 LLJ J � 19 � ' 19 B N in � � � 20 �� WATER FITTING TABLE 28 27 2G 25 Ln 24 2 ' 22 2 1 20 i 9 "'I 8 I 16 15 �.�� N W +� � TYPE STATION OFFSET MISC. I (n I (J 19A I - 8" GATE VALVE 72+24.8(5 I 1 20 FIRE HYDRANT ASSEMBLY#I I 74+3G. 17 1 7.0' RT FLANGE ELV. = 372.33 21 FIRE HYDRANT ASSEMBLY#12 7G+7G. 17 25.75' RT FLANGE ELV. = 3G8.73 I I STATION EQUATION R-22 C• ROAD C - STA 78+62.72 28 FIRE HYDRANT ASSEMBLY#I G 108+39. 17 14.50' LT FLANGE ELV. = 3G5.G4 = ROAD C ROAD D - STA 109+30.GG 29 1 - 50° BEND 108+95.40 21 .08' LT THRUST BLOCKING 30 1 1 - 22.500 BEND 108+99.39 19.3 2' LT THRUST BLOCKING WATER METER SCHEDULE LOT # STATION OFFSET TYPE 17-18 77+7G. I G 25.75' RT DOUBLE Y 19-20 7G+GG. 17 25.75' RT DOUBLE V Q 21 -22 75+5G. I G 25.75' RT DOUBLE Z m 23-24 74+4G. 17 14.0' RT DOUBLE 385 VP STA: 74+25. 0 ' J ti 385 25-2G 73+3G. 17 14.0' RT DOUBLE HIGH PIDINT STA: 734,99.99 27-28 U CO 72+2G. I G 14.0' RT DOUBLE HIGH POINT ELV: 372.01 F- + GI -G2 72+28. 13 2 1 .0' LT DOUBLE VP STA: 71 +75.DO O 1 00.00' VC PI ELV: 370.9 G3-G4 73+38.44 2 I .O' LT DOUBLE 380 100.00, VC O m p Q G5-GG 74+58.44 2 1 .01 LT DOUBLE 00 0 00 O + m F- 380 G7-G8 75+78.44 25.5' LT DOUBLE O + m VPI ELV 365.03 G9-70 7G+98.44 14.0' LT DOUBLE N O W O N J J LOW POINT 5 A: 79+ 12.7C 7 I -72 78+ 1 8.43 25.5' LT DOUBLE Z O + `� J O N `� d v Q '�' LOW POINT ELV: 365.33 375 r w = N w > j 100. 0' VC NOTE: �- U m 375 1 . OFFSET TO CENTER OF METER BOX > Q Q m > > > FINIS ED GRADE 6 Ui 2. SERVICE STUBS EXTEND I ' BEYOND R/W LINE TYPICAL ~ > m (V d- m 3. THE DEVELOPER 15 RESPONSIBLE FOR THE C05T OF THE FIRE HYDRANT > 0• % ___ U + LOCKS TALL THEM�ETHE PROOJECT WILL TNOTDEPARTMENT BE FNAL UNTIL THE CITY OFDYELM - --_ EXISTI G GROUND w U + C) 0)L6 w 370 - __ - --'--'-- - O Lp HAS RECIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. Q 11 Q -m 370 1 .70°10 oC Q oG Q G" 5A D CUSHION 125D I25DI ) -`50% C�'c� caw 3 G 5 F201 ► .00`0 -`'- 365 19 12"5D 2I 360 12° p ) 360 G LF,8" WM 355 355 350 350 Ln o Ln o 34 5 1` m [" m m U m U m m m L m Ln Ln 345 HORIZONTAL CONTROL: +00 71 +50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75 +50 7G+00 7G+50 77+00 77+50 78+00 78+50 79+00 79+50 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t ROAD C PER THURSTON THURSTON COUNTY HIGH RZ. - 1" = 50' VERT. - 1" = 5' COUNTY HIGH PRECISION NETWORK PRECISION NETWORK DRAWN BY DESIGNED BY e4$o*�•Sr �° TAHOMA TERRA DIVISIONS 3 & 4 T - CALL UNDERGROUND CALL 48 HOURS �� #, � TPH3 8, LLC ND LOCATE TWO SHEET CHECKED BY APPROVED BY WORKING DAYS BEFORE YOU DIG DRAWING N0. BEFORE YOU DIG YELM, WASHINGTON CDP/TWT MRS Consul Ling Engineers -800-424-5555 DATE 800-424-5555 4200 6th Avenue, Suite 309 � PROVED FOR CONSTRUCTION 5/4/2007 Lacey, Washington 98503 �> n1 WATER SYSTEM IMPROVEMENTS BY:_,:-- DATE:, _ e///e1 W_5 SCALE: (360) 292-7230 Fax 0360) 292-7231 oxw �' �� 51 DEVELO ENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION o B No. : 406030.04 AS NOTED � X09 ROAD C STATIONS 72+00.00 TO 78+62.72 APPROV EXPIRES ONE YEAR AFTER APPROVAL DATE: 3G OF 59 SEC . 24, T 1 '7N, ME , W.M. CE ROAD D - 5TA 101 +41 .88 12 � ROAD G ROAD K - 5TA 2 10+00.00 R-23 ROAD K ROAD F 99TH AVE. II J' SEE DWG W-I I ! I al �I 5G' R/W 13 FUTURE 28' 28' R_23 G ROAD B - 5TA 44+88. 14 I DIVI5)ON5 54 6 Q o Q o, i 99TH WAY R-22 ROAD D - 5TA I OG+53.90 I GOTH AVE. l I � ROAD E i ' plb U L; a 04i�srl�er �' �� ' I I � 2 3 5 6 8 I � 2 13 � � �� G 397 .�9 , ► o I ) 4 7 9 10 1 I I TAHOMA BLVD, i J> I a SCALE: 1 =50 FEET I! O i I FUTURE I I'• FUTURE TAHOMA TERRA 24 - - - _ - cV - - MULTI-FAMILY _ - - � � �� 1 v - - - �' - - - 25 28, I 29 0 25 50 100 DIVISIONS e _ ��• ��+ [� 2G MASTER PLANNED -- .� .♦ ._..2� � 1 � - � - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - ?� COMMUNITY -, -- � -- ♦ ' j S. . v / a ! o.': � ...o. �':.. =-. � ' � 30 � � KEY MAP N.T.S. 5EC.24 T 17N R I E W.M. � STATION AT �''` W _ W W �y W - ,. , ;:=:_ _ \ t � �ROAD Da 5TA 0109+30.66 = -{ -, +pa - _` - -_ . ! - - - - - -+- - ' - - - -�- - W I _ W �, R-22 ROAD C - STA 78+62.72 F ____ _ ._ .__ _.___ , _-__-____... _J T T tat; f f I O2 ZfO 1 E I I 3+DO ' --'-- ,l E ----.__ _ - STEP --- . i E ' - _ __ .. T i __ -F- �- ID �oi7 i05�O0 ---_ Ior.d E TEf ;[ -[. ...__ _.-__ ___.. .__.._ -- 4 % - -. . .__. _ :: �a�, - -- •. 4th_,< _ _ : __:: __ .. - - l07_ 00 108+c)o - - .__r_.�_. ,... --- . . .. .. : ' v:.v..:i:.I. •:'I v.. d• �. ':. ¢ •b'::.o•:o'. v .; ., v , ' ..'a ,/ .v :e'..rv.'L :v: I'. v,'.I : °.�. q. v .o. °. o. .00e. o.i.a''.. v'aw ..o•.'y ':..i.. . � � .- � � �- .� .� � i �° .., ° } . .. .. _ � ��,a....... WATER FITTING TABLE • . �r 23 - - - - - ' v' 0�'E N ? 109+30.66' TYPE STATION OFFSET MISC. IZ - I 13l d.. I ION \ �. � t; I 22 I - 2" TEMP. BLOW OFF ASSM. 100+93.92 5.0' LT o 195 194 3 1 92 1 9 1 1 _ _�� r . I , N 72 �\ � y : �_ 1 - Io" GATE VALVE 99 198 1-,97 1 96 5' AT 3 0�' 20' "1 , �' 200 � : I � EQ1 ATIO � � t� a. »� � - 23 I - f.. I cn ' •I 10" X 10" X 10" TEE 101 +46.88 5.0' LT 2 I I T 73 2 - 10" GATE VALVES 24 FIRE HYDRANT ASSEMBLY#13 210+40-00 1 G.0' RT FLANGE ELV. = 372.62 25 FIRE HYDRANT A55EMBLY#14 104+00.00 14. T 28' 28� 50 L FLANGE ELV. = 370.33 ' 2G I - 10" X 10" X 8" TEE I OG+58.90 5.0' LT RIW 2 4 ROAD D [:25'-L2 ROAD ROAD C I - 10" GATE VALVE D 8 5FF DWG W-5 I - 8" GATE VALVE SEE DWG W-2 27 FIRE HYDRANT ASSEMBLY#15 44+45.00 1 G.0' RT FLANGE ELV. = 3G7.40 28 FIRE HYDRANT ASSEMBLY#I G 108+65.79 22.65' LT FLANGE ELV. = 3G5.G4 29 1 - 50° BEND 108+95.40 2 1 .08' LT THRUST BLOCKING 30 1 - 22.500 BEND 108+99.39 19.32' LT THRUST BLOCKING 0 45 1 - 2" TEMP. BLOW OFF A55M. 21 1 + 19.40 5.0' RT LL I Q I - 10" GATE VALVE 390 I � _ C:) w Q 390 z ' Z o � WATER METER 5CHEDULE CD D Z LOT # STATION OFFSET TYPE 385 U w I F-- Q 1 -2 102+34.92 1 G.0' LT DOUBLE O O 385 3-4 103+54.94 14.0' LT DOUBLE 5-G 104+74.93 14.0' LT DOUBLE p O N I p Q 7-8 105+94.93 14.0' LT DOUBLE QU I _ O � 9- 10 107+ 14-95 23.5' LT DOUBLE 380 Q - m + VPI 5TA: 108 90.60 ago 1 1 -12 108+34.94 14.0' LT DOUBLE N 13- 14 108+95. 18 43.0' LT DOUBLE oL w H � p O p -l� LO POINT 5TA: 08+80.64 C� N w I O �I O N ch 15-1 G 109+ 14.02 3G.3G' LT DOUBLE OW POINT EL : 365.33 I > FIN15 ED GRADE 100.00' C 191 1 OG+2 I .G5 25.75' KT SINGLE j U,C j W 0 �m p 192-193 105+ 19.68 25.75' RT DOUBLE 375 o L o L6 375 194-195 104+ 19.67 25.75' RT DOUBLE EXISTI G GROUND C6 p + m U N + n 19G-197 103+ 19.67 19.0' RT DOUBLE 11 C) CD � 0 w Om N It p w 198-199 102+ 1 G.G3 I G.0' RT DOUBLE Qp pQ 1-m Q U C) a) U +L6 Q 200 101 + 12.45 1 G.0' RT SINGLE 370 - --- - 1 .00% O I O Q II _ � > Q � Q �m �- 370 NOTE: 12"5 --- n- I . OFFSET TO CENTER OF METER BOX -_- � C 'cnw > Q Q > --- J 2. SERVICE STUBS EXTEND I ' BEYOND R/W LINE TYPICAL - C�cf) 0)w 3. THE DEVELOPER 15 RESPONSIBLE FOR THE C05T OF THE FIRE HYDRANT 12"511 - LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND 365 22 2 G" S ND CUSHION - ---- 1 50% INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM 513 1 2"5D C� - 365 HAS RELIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. I 2 G" 5 53 L , 10" WM 12"50 I 3GO I 26 12 5D 0 3GO I G LF,8" WM 355 355 `r `_ `r m d G U `t � `r Ln d `r cp `r try 4 `�' � m I` �r m `r' m +n o m LQ 350 � �? � �? � �? � �? � �? � � � � � m � m �° � � � �° m � m �° m �° m � m �° m <n m � `9 3 5 0 cry m m m m m cry c� ch m cr) cO cr) m m m m HORIZONTAL CONTROL: 99+50 100+00 100+50 101 +00 101 +50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 1 OG+00 106+50 107+00 107+50 108+00 108+50 109+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t- ROAD D THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY �4�oR S� ',per TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HO URS �.'�' WORKING DAYS BEFORE CHECKED BY APPROVED BY YELM, WASHINGTON E YOU DIG BEFORE YOU DIG -- � DRAWING N 0. CDP/TWT MRS Consulting Engineers '` 21-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 �� ROVED FOR CONSTRUCTION 5/4/2007 Lacey, Washington 98503 �1 �,�, WATER SYSTEM IMPROVEMENTS BY: DATE: �I° W=6 SCALE: (360) 292-7230 Fax (360) 292-7231 al�AL DEVELOP ENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION o B No. : 406030.04 AS NOTED �g 08��©1 ROAD D STATIONS 101 + 1 3.88 TO 109+30.66 PPROVA XPI PIES ONE YEAR AFTER APPROVAL DATE: 37 OF 59 SEC . 24, T17N , R1E , W.M. ROAD eF� ROAD G ROAD F I 99TH AVE. ROAD E - 5TA 1 25+ 1 2.OG 14 15 ROAD E - 5TA 127+G6.08 2 ROAD C - 5TA 78+62.72 FUTURE: DIVISIONS 54 G o I o p j U , 99TH WAY ROAD I - 5TA 190+00.00 R-23 R-23 CE ROAD J - 5TA 200+00.00 R-21 CL ROAD D - 5TA 109+30.GG Q Q Q o 50 O'0' 100 0TH AVE. ROAD I ROAD J ROAD B KUAD SEE DWG W-10 SEE DWG W-I I SEE DWG W-I I i ok od 5G' 5 G' R/W 5 G' R/W �STREET 26 28' 28' 28' 28' 28' �o 'TF � RO I C TAHOMA BLVD, l I / _ o I o I ; I /nr I 91 250 �% _ 1 � 1 � 150 _ � 14 1 � ,� j � ! FUTUflE �� FUTURE TAHOMA TERRA - -- �� i� - - - - - - - - - �� 3� - - - - - - - �� 1sION57 8 / f� to i. - - - - - - J MULTI-FAMILY - 4 s - - DIV MASTER PLANNED �, 1 4 o v. d' o .dvd o ' v ,._.. A °' � :, �;.': • .�' .'. ! � i COMMUNITY I .. Al o `, KEY MAP j: ._ �y ry w �y fly �) 15 © ✓ I N.T.s. 5EC.24, T 17N, R I FUTURE ' - - - - -i - 4 _ - --- - � +00 1 2G+ O 1 27+00 g 1 28+0 1 29+00 1�0+00 `Y DIVISIONS 5 6 1 =:' :`4 --}{-•;vr._--.��.. _�. �..r .:fir »rL �:. -- -;-- ,,- C� - a.. e n ..o.l."v ..v :v. .. ¢ ...: .. ... ... . :. . :. v: .. v: .r.v: . ..v. v..n.:. v.n..:.?' :.v.. ' `r9 i ?'a • :'.v - .o 'd.'..o v''o:.o v ..o.-o .ov .o.. N C v N I 32 - - - - - - - - - - - - - - - - - - - I of I WATER FITTING TABLE 93 TYPE STATION OFFSET MISC.scALE. 1 =50 FEET 288 289, 1; 1 1 2 1 1 3 1 14 1 1 5 1 1 G 1 1 7 1 1 8 1 1 20 1 2 1 1 22 1 23' 1 24 I3 I %' 0 1 0" X8" X 10" TEE 35+ 1O.G9 5.0' RT I I ( I I I I a I 0 25 50 100 1 - 10" GATE VALVE I - 8 GATE VALVE ROAD E G FIRE HYDRANT ASSEMBLY#2 35+20.93 1 G.0' RT FLANGE ELV. = 368.54 3 I I - 2" TEMP. BLOW OFF ASSEMBLY 124+57.57 5.0' LT I - 8" GATE VALVE 32 1 - 8" X 8" X .5" TEE 125+ 1 7.OG 5.0' LT THRUST BLOCKING 2 - 8" GATE VALVES 33 FIRE HYDRANT ASSEMBLY#17 125+50.00 14.50' LT FLANGE ELV. = 373.20 34 1 - 8" X 8" X 8" TEE 127+73. 1 G 5.0' LT THRUST BLOCKING 2 - 8" GATE VALVES 35 FIRE HYDRANT ASSEMBLY#18 126+ 10.001 14.50' LT FLANGE ELV. = 371 .53 W VPI 5TA: I 9+00.00 IZ VPI ELV: 369.87 L IGH POINT 5TA: 128+50.00 WATER METER 5CHEDULE 390 0 HIGH POINT ELV: 370.57 390 Z I nn r n, vr. LOT # STATION OFFSET TYPE I Z�, p r 0O O0 1 12 125+G2.39 25.75' RT SINGLE Z C�N O O O O wo 1 13- 1 14 1 2G+05.G9 25.75' RT DOUBLE Z O O m t + m 1 15-1 1 G 1 2G+73.G9 25.75' RT DOUBLE 385 � Q N O N N J 385 1 17-1 18 127+41 .70 25.75' RT DOUBLE m Z Q U Q 1 1 9- 1 20 128+09.71 25.75' RT DOUBLE O p N p c~n > (n 1 2 1 - 1 22 128+77.72 25.75' RT DOUBLE I V I a Q m VPI 5TA: 129+85. 1 5. I I ' 211 II O . . RT DOUBLE Q Ir- > VPI ELV: 3G 7.3G O LOW POINT A: 129+90.5G 380 NOTE:380 C41N w 6 , O Q I . OFFSET TO CENTER OF METER BOX I + GO.00' V 2. SERVICE STUBS EXTEND 1' BEYOND R/W LINE TYPICAL FINISHED GRADE o_ CD O - - �p 3. THE DEVELOPER IS RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT I Q w Q N m N in LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND O II p II II Ln U - 0 N In t INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM 375 EXISTING GROUND Fes-J M p CO + o- 375 HAS RECIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. LU w p m p LI) Gv � mm ct-0.500 n o -Z=z_ > O o Q --- Ld •40% v c�c� C31c 370 -- -- > > 370 12"5D -G" SAND QU5HION 12"SDI 's - 31 32 3 S%I "3 G 5 0 LF,8" WM 34 3 6 5 I "55115 3G0 3GO 355 I 355 N I N L9 N <D - O O m � O O Lo m O N � I 9 co 350 350 HORIZONTAL CONTROL: I �0 124+ 50 125+00 125+ 50 12G+00 12G+50 127+00 127+50 12,5+00 128+50 129 1 29+50 130+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t THURSTON COUNTY HIGH ROAD E PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY e4tio�"Sr��°� TAHOMA TERRA DIVISIONS 3 & 4 TTPH3 -8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS �,��'` WASHINGTON WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY YELM, DRAWING NO. CDP/TWT MRS BEFORE YOU DIG o Consulting Engineers , 1 X800-424-5555 DAI 1-800-424-5555 4200 6th Avenue, Suite 309 PROVED FOR CONSTRUCTION 5/4/2007 Lacey, Washington 98503'° , WATER SYSTEM IMPROVEMENTS BY: , ,r DATE: W-7 S C A L E: (360) 292-7230 Fax (360) 292-7231 JML� �-� DEVELOP1a%IENT EVIEW ENGINEER Q 0 B No. : 406030.04 AS NOTED � 02/97/09 ROAD E PPROVA XPIRES ONE YEAR AFTER APPROVAL DATE: 38 OF 59 N0. DATE BY CHD. APPR. REVISION STATIONS 124+84.05 TO 130+24. 1 1 '� SEC . 24, T17N, R1E , W.M. Q ROAD eF 6 CE ROAD F - 5TA 145+ 1 2.OG 17 ROAD F - 5TA 147+68.08 4 CE ROAD B - 5TA 39+7G.2G ROAD G sF R-23 ROAD I - 5TA 194+70.57 R-23 CE ROAD I - STA 204+70.57 R-21 ROAD F - 5TA 150+24. 1 99TH AVE. ■ y DIVISUTURE 4 6 _ I m U OiI 99TH WAY `) J I ' i . to i i ONS 51 O O a° F >' 2,3- ) ' 24 z I O 16 I 162 163 164 I 5 166 167 168 I -' oz __ -- LU Z l °C °� I o0c W' 1 OOTH AVE. FUTURE `� I + _ I i ROAD E O VO 6 DIVISIONS 5 G O O' o I I 81 ! ! Lo_ RF 8 3 i 38 1 37 Ln Eo En h� 39 40 13 N�Mr . 0 . �- - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - � I -- - Rogoo srREer - - - ��i� ! al- I 1 y I - a�. TAHOMA BLVD. ■ v ► a a. W W w - W 9 I FUTUf�E FUTURE TAHOMA TERRA - ---- - 1 .I MULTI-FAMILY aiF_P - if { ;1 6 L- - - D IONS 748 145_kQ -- _ �_- __. f �f00 _ 47+00 - --- ._ - -I 8+ ___-_y 'I E-P . _149 00 _---_ T. C' TO+O . I MASTER PLANNED -�E�- _.- 00 COMMUNITY 7 ...�.. . ..�:.' �;6 ;'�.�v ::a:.v : a.'v. v. .: 'vq. '.. .'v :: w v � � •.o. i'.�'.. x :v.. v .ov v v v w.��\ �i,. - - - - - - - li _ I -- _ - - - - - - - - - - - - - - - - - - - - - 83 MAP i N r 5 SEC 24, T 17 R I E, W M I ", fly I SCALE: 1 -50 FEET -I 59 142 - I i ; I 1 I / 133 13 2 0 25 so 100 + V I 8��--28 28,-- 2 E281--x--28, WATER FITTI NG TABLE 5G' R/W 50 ! 5G' R/W R/W TYPE STATION OFFSET MISC. ROAD I ROAD J ROAD B 8 FIRE HYDRANT ASSEMBLY#4 40+ 10.00 28.0' IT FLANGE ELV. = 374.89 SEE DWG W-10 SEE DWG W-I I SEE DWG W-2 9 I - 10" X 8" X 10" TEE 39+(51 .2G 5.0' RT THRUST BLOCKING I - 10" GATE VALVE I - 8" GATE VALVE ROAD F 3G I - 2" TEMP. BLOW OFF ASSEMBLY 144+56.54 5.0' LT I - 8" GATE VALVE 37 1 - 8" X8" X8" TEE 145+ 17.OG 5.0' LT 2 - 8" GATE VALVES 38 FIRE HYDRANT ASSEMBLY#19 145+00.00 14.75' LT FLANGE ELV. = 380.00 39 I - 8" X 8" X 8"TEE 147+73.08 5.0' LT THRUST BLOCKING 2 - 8" GATE VALVES 40 FIRE HYDRANT ASSEMBLY#20 148+05.00 14.50' RT FLANGE ELV. = 377.40 W IU._j 400 IOZ 400 WATER METER 5CHEDULE LOT # STATION OFFSET TYPE Z� Z= OPEN 145+ 10.22 25.75' LT SINGLE WITH DCVA Z I GO-I G 1 145+80.45 25.75' LT DOUBLE ('F- PI 5TA: 149 85. 1 1 1 G2-1 G3 14G+70.46 25.75' LT DOUBLE 390 W VPI ELV: 37 .GO 390 I G4-1 G5 147+70.47 25.75' LT DOUBLE I L W POINT ELV: I GG- I G7 148+60.48 25.75' LT DOUBLE 73.95 p L 60.00' V I G8- I G9 149+40.49 25.75' LT DOUBLE CV O VPI 5TA: 149+05. 1 I - �O VPI EL W: 375.81 - ON NOTE: 385 T �� 100 00' VC LO 4 385 1 . Off SET TO CENTER OF METER BOX - c� w - 2. SERVICE STUBS EXTEND I' BEYOND RM LINE TYPICAL FINISHED p Q + QC +� �r Ln - �D 3. THE DEVELOPER 15 RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT II O 11 II u- -� [ Li - w d nl LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND J- CD O� m m Q N U°0 INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM (n C)Nw EXISTING G OUND II Q �1 11 J J > LL O CD +4 HAS RECIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. 380 I G Q J w w o Ln o 380 II II .80% ' ' o� Q o Q> _ - � . o% �n Enid 375 G" SAND C 5HION 375 (lYP) ---- 3G I :51 37 -2 76% Z56-2% 370 ( G I LF, 10" WM 39 0 12"5D 370 "551 3G5 I 3G5 3G0 3GO Ln O I b C) N 00 N 67 0 - c pNj Ln c6 U in 355 1 � 1� ,, 1� ,, � ,, � r, � � rl ,, � � � ,� � I 1- �`? mm mm mm mm mm mm mm mm mm mm mm 355 HORIZONTAL CONTROL: 144+50 145 +00 145 +50 14G+00 14G+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t ROAD F PEP, COUNTY HIGH THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PREC1510N NETWORK DRN BY DESIGNED CALL 48 HOURS BY d ��•s L r '°� TAHOMA TERRA DIVISIONS 3 & 4 TTPH3 -8, LLC CALL UNDERGROUND LOCATE TWO SHEET ��. CHECKED BY APPROVED BY BEFORE YOU DIG • YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING NO. CDP/TWT MRS Consul ting Engineers DATE 1-800-424-5555 4200 6th Avenue, Suite 309 3M PR ED FORCONSTRUCTION 5/4/2007 Lacey, Washington 98503 WATER SYSTEM IMPROVEMENTS BY: - DATE: W-8 S C A L E: (360) 292-7230 Fax (360) 292-7231 y- DEVELOPM NT R VIEW ENGINEER N0. DATE BY CHD. APPR. REVISION o B No. : 406030.04 AS NOTED � 021010�� ROAD F AP OVAL PIRESONEYEARAFTERAPPROVALDATE: 39 OF 59 STATIONS 144+40.05 TO 150+24. 1 1 �. SEC . 24, T17N, R1E , W.M. Q I ROAD 6F ROAD Q 1' q �I ROAD 99TH AVE. 1 8 19 ROAD B DIVISIONS 54 - i m U ± ? 99TH WAY FUTURE; I p zi jl R-23 R-24 5EE DWG W-2 0 f 0 10 Q 28 28 � o � �m AVE. � � -- f I! 100 � i ROAD I- O' Ov i i o i / R q LONGA1g2E STREET 8 I 182 "t 83 184 185 18G `-•I 87 188 189 190 00 _Lj G 2 1"7, 2 16 z _ I 1 I TAHOMA BLVD. FUTURE - , 0 O o _ I I i DIV1510N5 5 t 6 - L' I I N a - - - - -L- - - - 42- - - - - - - - - - - - - = - \�.- / ¢ ( FUTURE TAHOMA TERRA i�� _!.�'�♦i q 1 _ - - - - - - - N� - - - i i I FUTURE MULTI-FAMILY � � . 76 • - �.. ♦ aTb. �?'--!'•... . / (3 DIVISIONS'7 8 I MASTER PLANNED ° d':. _ I COMMUNITY a .-..a L I '{{ - -W - W - tD -j I- + --F 1 II 0 1 1 I K� MAP SEC.24, T 17N, R I E, W.M. TE!■ - t z� (�fi _�. 165+0 - -- - - `;1 i r, I GG+00 .. - - - - E F - 167+0 _. - . - >TE i G8+00- j- -- C F _..____.._I 69�00 _._..._-.._.. - ._ TE_{' _ �Of00, - = - T. }-} 77 �•_ ___n: ._�v Y. Y.:_.,_-(c�.° _Y. ° _...y •.a-a.�� ...'v: a a' a':. a' a a'. a..a �- .r �. ii _ .__. __�♦♦ - -. _.. ..I _##•.- -- - - - - y - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 I SCALE: 1"=50 FEET ! WATER FITTING TABLE \ '• 0••• i w ° 1 I 78 0 50 100 3 v 25 4- I I o TYPE STATION OFFSET MI5C. I , �\ O � I _ ,� - .__ �� _ I ,\ ___ __ I O I - I O" X 8" X I O"TEE 42+37.29 5.0' RT 22 1 2.2 0 2 19, 1 180 179 1 78 177 1 7G 175 174 1`7 3 172 1 7 1 170 . ( ' I - 10" GATE VALVE I C I - 8" GATE VALVE ROAD G I I FIRE HYDRANT ASSEMBLY#5 42+54.00 2 1 .0' RT FLANGE ELV. = 371 .03 5 CL ROAD B - STA 42+32.29 4 I 1 - 2" TEMP. BLOW OFF ASSEMBLY 164+59.64 5.0' LT 24 R-21 CE ROAD G - 5TA 170+24. 1 1 1 - 8" GATE VALVE R-24 42 FIRE HYDRANT A55EMBLY#21 1 G7+53.50 18.0' LT FLANGE ELV. = 374. 18 WATER METER SCHEDULE LOT # STATION OFFSET TYPE 170- 171 1 69+39.72 14.0' RT DOUBLE I 1 72- 1 73 1 68+59.71 14.0' RT DOUBLE VPI STA: I 9+00.00 174-175 1 67+69.70 14.0' RT DOUBLE 400 W I VPI ELV: 372.40 400 17G-177 166+69.69 2 I .0' RT DOUBLE 175-179 1 65+79.68 2 I .0' RT DOUBLE J HIGH POINT LV: 372.86 180 164+82.63 21 .0' RT SINGLE Z I 100. 0' VC 181 1 G4+83,51 14.0' LT SINGLE O F- oL O co 182-183 I G5+90.45 14.0 LT DOUBLE 390 ° O � O 390 184- 185 1 GG+90.4G 14.0' LT DOUBLE U f1 O) O � m 186-187 1 67+90.47 2 I .0' LT DOUBLE O + w w 188-189 168+90.48 2 1 .0' LT DOUBLE LL Z It I ' O Q U Q 190 1 G9+44.50 2 1 .0' LT SINGLE w p Lj > > J m c� 0 r- J 385 U 385 NOTE: V-Q U 11 PI STA: 169 85. I I 1 . OFFSET TO CENTER OF METER BOX p II jj O I VPI ELV: 37 .37 LOW POINT STA: I 9+87.74 2. SERVICE STUBS EXTEND I' BEYOND W LINE TYPICAL Q > (n O 3. THE DEVELOPER 15 RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT (� � - C3'� c w _Z LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND I Q <o LOW POINT ELV: 70.70 N INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM 380 Z m m FINIS ED GRADE 60.00' V 380 HAS RECIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. Lu 0 C) > C + m :0 I O w m + C\j O Q Q 1-m J 0 II p II II 375 Q w o< �J 375 O 12"S ' _--- > 1 2" D 6" AND CUSHIO 370 41 .�(TY .) _2 - 370 I 2 12"5D I 3G5 I FF0_1 3G5 IG"55 3G0 3G0 6) O 6� 6) Ln u� Ln m cv N - Ln N ap N [� 3551 � 1� c? � c? � cr r m � m r m � c � m i� c� i� m � m � m O O ch ch m ch c� m ch ch c� m ch ch m 3 5 5 HORIZONTAL CONTROL: G3+50 1 G4+00 1 G4+50 I G5+00 I G5+50 1 GG+00 1 GG+50 1 G7+00 I G7+50 I G8+00 1 G8+50 1 G9+00 I G9+50 170+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t ROAD G PER THURSTON THURSTON COUNTY HIGH PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY �4`oR.�'' TAHOMA TERRA DIVISIONS 3 8c 4 TTPH3- 8 , LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS ��.� WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY YELM, WASHINGTON DRAWING NO. CDP/TWT MRS [BEFORE YOU DIG Consul Ling Engineers ? -800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 3= ROVED FOR CONSTRUCTION 5,4,2007 Lacey, Washington 98503 �> d, WATER SYSTEM IMPROVEMENTS Br: �' DATE: �'>� Y W-9 SCALE: (360) 292-7230 Fax (360) 292-7231 { DEVELOP REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED � 08/N7/04 ROAD G AkROVA XPIRES ONE YEARAFTERAPPROVALDATE: 40 OF 59 STATIONS 164+80.05 TO 170+24. 1 1 SEC . 24, T17N, R1E , W.M. ! Q ROAD 6 I ROAD G L1 14 Ct ROAD E - 5TA 125+ 1 2.OG 16 ROAD F - 5TA 145+ 1 2.06 R-23 � ROAD I - 5TA 190+00.00 I D F I 99TH AVE. R-23 ROAD I - 5TA 1 94+70.57 I ROAD SUTURE; m I �� 99TH WAY j DIV15ION5 5(4 G o I U O� Q Q a � I O p Q -- I �! { W 100TH AVE. FUTURE DIVISIONS 5 - p -- - - ,I I I •� I I'I ` ? ! I ROAD E a 6 U!G 2(51 504 24c� 2474G 245 ?, 4 243 24 241 � TAHOMA 240 A BLVD. ' J 2691 1 �' _\ .• . . . . . ■ I FUTURE TAHOMA TERRA i .: �a: ' MULTI-FAMILY ' .r . tea•�: a.. p /' DIVISIONS 7 8 iv �:' 1 f - � - -- - - _ - - • , _ � � I I MASTER PLANNED cn [) - ~°� - -._ _.. - f) '1_._. - ' - 1�_ f 1/' 1 cn 1 I I COMMUNITY . . . . + -_ -_- - � _ +- , PEN ! g - . + I I O ALLEY 1 I ! O ' - w , - -�--- ,w --+- - .- - -w -� - 137 ! KEY - ---- --I --- -, _ .- . ;. _ ,.; .. Y. . , _ t•I _ a _ I -OPEN SCALE• 1 -50 FEET MAP I \1 21 � � I I � � -�- - �.- � =L � �- _ ♦ �� <: I 0 25 50 100 I GO WATER FITTING TABLE _ I I I 1 1151 15 153 �' 1 5 5 w' , I G 1 57 158 1 591 I q I _ -- I TYPE STATION OFFSET MISC. i 31 a I 154 I ( I 32 1 - 8" X 8" X 8" TEE 125+ 1 7.OG 5.0' LT THRUST BLOCKING - GATE VALVES n 28' 28' ROAD 1 ��0 R28 33 SEE DWG. W-7 5G' R/W /W 37 I - 8" X8" X8" TEE 145+ 17.06 5.0' LT ROAD E ROAD F 2 - 8" GATE VALVES SEE DWG W-7 20 38 FIRE HYDRANT ASSEMBLY#19 145+00.00 1 4.75' LT FLANGE ELV. = 380.00 SEE DWG W-8 R-24 43 FIRE HYDRANT ASSEMBLY#22 1 92+50.00 1 7.0' RT FLANGE ELV. = 37G.G2 WATER METER SCHEDULE LOT # STATION OFFSET TYPE 1 5 1 190+40.00 1 5.0' RT SINGLE 1 52- 1 53 191 +30.75 2 I .0' RT DOUBLE 1 54- 1 55 192+20.76 2 I .0' RT DOUBLE 400 400 15G-1 57 193+00.77 14.0' KT DOUBLE VPI 5TA: 190+39.00 158-159 193+90.78 14.0' RT DOUBLE VPI ELV: 372.22 } ! r'"1 -' 193+89.89 2 1 .0' LT DOUBLE LOW POINT 5TA: 90+34.81 �iq 192+99.88 2 1 .0' LT DOUBLE W POINT ELV 372.56 4 1 ' 1 1 192+ 13.87 14.0' LT DOUBLE 390 60.00 c 390 }'- qd 191 +41 .8G 14.0' LT DOUBLE oco m + 190+69.85 14.0' LT DOUBLE m N VPI 5 A: 191 + 19.00 + + VP ELV: 374.34 Ln O m IGH POINT 5TA: 191 +(;9.00 - NOTE: p> > II N O 1 . OFFSET TO CENTER OF METER BOX _ w HIGH PDINT ELV: 375.04 -1 +Lf� 385 00 00 1 VC 2. SERVICE STUBS EXTEND I ' BEYOND RAV LINE TYPICAL N - �� 385 3. THE DEVELOPER IS RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT i5 > O O 00 Q co Q - Q -m LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND O O j Ln* FI (SHED GRADE m p II p II 11 INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM Q HAS RECIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. O N + m + m w 11 (__)j(0 Up w 380 w w EX15 ING GROUND oC 380 U o � oN Q > __ a0 II p II p U - 2010 -2% oC < oC > L I .4 010 -375 . (.4j(n C3Icn 12-5D G" SAND C 5HION 375 (TYP.) _ 12115D 20/0 2% 2 650 2"55 370 4 370 2 3G51 3G5 3G0 3GO O Ln Ln Ln m ep O O Ln Q N N - Ln Ln 3551 m �? m <? m �? m �? m m m �? m m m m tZ 13 5 5 HORIZONTAL CONTROL: 190+00 190+50 19 1 +00 19 1 +50 192+00 192+50 193+00 193+50 194+00 194+50 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 ROAD I THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK HORZ. - 1" = 50' VERT. - 1" = 5' COUNTY HIGH PRECISION NETWORK DRAWN BY DESIGNED BY �4�oR ,� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS �.'�' '�' WORKING DAYS BEFORE CHECKED BY APPROVED BY YELM, WASHINGTON YOU DIG BEFORE YOU DIG � DRAWING NO. CDP/TWT MRS 1-800-424-5555 consul ting Engineers - )1-800-424-5555 DATE 4200 6th Avenue, Suite 309 / ROVED FOR CONSTRUCTION 7 5/4/2007 Lacey, Washington 98503 �1 WATER SYSTEM IMPROVEMENTS 5/4/2007 d� BY: DATE: Y Lti SCALE: (360) 292-7230 Fax (360) 292-7231 lOX�L 61 DEVEL 'MENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J O B No. : 406030.04 AS NOTED EIFM 02/97/o4 ROAD I AFPROV EXPIRES ONE YEAR AFTER APPROVAL DATE: 4 1 OF 59 STATIONS 190+00.00 TO 194+70.57 SEC . 24, T17N, R1E , W.M. 1 Q � ROAD D 6F ROAD E - STA 127+68.08 2 1 ROAD I sF� I5 � I7 ROAD F - STA 147+68.08 R-23 CL ROAD J - STA 200+00.00 R-24 I j I °, uj' 99TH AVE. ROAD E R 23 ROAD J - STA 204+70.57 Ro F SEE DWG W-7 SEE ROwD 8 rUTURE _ �! 01 9 5G' R/W 56, R/W DIVISIONS 514 6 p ! I o Q OI g 9TH WAY 8 yI--28 28' 28' ! i ~ ri IGOTHAVE. FUTURE DIVISIONS 5 G i 16 I I 1 1 50 14 148 147 146 zl I 5 144 I I __ , , 4 +r� I 3 14 2 , I fi� I 16 3 ,� { I I �. R STREET I I I jc °c I ( O I II v � Oq \ _ _ - _ 1 _.._ ;C 1 I I 3 98 TAHOMA BLVD. i 1171 - - - - - - - - - - - I - ( .. I � 1: A � - - - - - - - - - - �,- - � -�,- _ /' 221 ' __... _.__.. • • - - - FUTURE TAHOMA TERRA I ,. �•� . {.'.•: • ...: ' ' a-. '•._:'a_:.., a . a '• .v:T '9'' __. ._...:n._:... d: J'%. '•:. �.4 __ ...._.... _ ,,. � � � C r. � '.. MULTIFAMILY 1 -- - • '.a__ • . . a . �, ��.�, DIV, FUTURE 4 ._ _- _:. -;{ - - . - : __ : f- .�_ , 16 4 ION � � � � 5�7 8 �, MASTER PLANNED U) 1 18 - --- _ - _ � - - - STEP - I i I COMMUNITY 3 I - - -- - - - - _ LJ I KEY MAP a[a] P f•I I'll s1 iii[•I ] 23 ► W 1 39 45 N T•5• SEC.24, TI 7N, RI E, W.M. I _ , SCALE: 1"=50 FEET - N a e.a: ..e. s". . a 9: ..• .'a:' ::a' v. e::v a 4..�aa: ? a. a . °a < 1 +T �� '� / `..• \ I - - - \ a, 1 �o. I / 6 5 ----- 0,1 N --LL - - - - - - - - - - - - - - - - �- - - - - - _ 4. �., I �n T �, 0 0 25 50 100 - I Ii 85 -- - - _ - N I 44 ,� � � <: i a : \ I I � 0 I) i _ l I I - N WATER FITTING TABLE 1 14 1 IO 1 3 9 1 1 3 8 1 37 W . i\36 1 �`I , b ' ' 1 9 ;� }_a Ln 0 Lu 3 5 1 3 4 1 3 3 +� a 1 1 66 I I • c � � I �I I� I• • ,>> 1.= 1 TYPE STATION OFFSET MISC. 1 2 i 1 - 2" TEMP. BLOW OFF ASSM. 100+93.92 5.0' LT I - 10" GATE VALVE e 28'28' 23 1 - 10" X 10" X 10" TEE 101 +4G.88 5.0' LT CE ROAD J 5G' R,�,, 2 - 10" GATE VALVES CE ROAD D - STA 101 +41 .8 8 1 2 ROAD D ROAD K 24 FIRE HYDRANT ASSEMBLY#13 210+40.00 1 G.0' RT FLANGE ELV. = 372.G2 ROAD K - STA 2 10+00.00 R-23 SEE DWG W-G 34 I - 8" X 8" X 8" TEE 127+73. 1 G 5.0' LT THRUST BLOCKING 2 - 8" GATE VALVES 35 SEE DWG. W-7 39 I - 8" X 8" X 8" TEE 147+73.08 5.0' LT THRUST BLOCKING 2 - 8" GATE VALVES 40 SEE DWG. W-8 44 FIRE HYDRANT ASSEMBLY #23 202+50.00 14.50' RT FLANGE ELV. = 374.71 45 1 - 2" TEMP. BLOW OFF ASSM. 21 1 + 19.40 5.0' RT - 10" GATE VALVE z 400 400 390 0 390 I ELV: 370.94 0(3 WATER METER 5CHEDULE VPI ELV: 3 I .70 LO POINT STA: 00+38.36 LO POINT STA: 10+28. 14 1-z LOT # STATION OFFSET TYPE W POINT ELV 371 .25 60.00' C OW POINT ELV: 372. 13 O U F= 60.00' C 133-134 203+90.78 14.0' RT DOUBLE 390 o v- O I� 390 385 0 0 0 0 c j 385 135-13G 203+00.77 14.0' RT DOUBLE O+ �m + �m � - c�i - m 137-138 202+09.81 14.0' KT DOUBLE - I- 11- I- 0o J o J m O+ m o+ In N _ 139- 140 201 +29.80 14.0' RT DOUBLE lo 385 Q Q O O O co N „ N w II m�p // 141 200+50.00 14.0 RT SINGLE F- O N p �j 385 380 O N Q U Q � --i z o/ 380 142-143 203+89.83 25.75' LT DOUBLE Q + +� / 144-145 202+99.82 25.75' LT DOUBLE O > > + c j O LL �f� p p j L / 14G-147 202+09.81 25.75' LT DOUBLE Q Q N Q -m Q N Q -m / 148- 149 201 +29.80 25.75' LT DOUBLE 6 c6 FINISHED G DE u� m 0 II it II OO Q OO Q II / 150 200+50.00 25.75' LT SINGLE 380 O CDN m < <J 380 375 �N nw �' 0 31 375 O w t"-_ - o > NOTE. / �j• EXISTIN GROUND C) O p N r- ,� EXISTING GR UND / I . OFFSET TO CENTER OF METER BOX tl a0 11 m c9 w 2°lo FINISHE GRADE 2. SERVICE STUBS EXTEND I' BEYOND R/W LINE TYPICAL m _ / 3. THE DEVELOPER IS RESPONSIBLE FOR THE COST OF THE FIRE HYDRANT 375 Q Q J LOCKS AND THE CITY OF YELM WATER DEPARTMENT WILL ORDER AND �� C41Nw o II _I 30 2% -2% 375 370 2% // 370 INSTALL THEM. THE PROJECT WILL NOT BE FINAL UNTIL THE CITY OF YELM HAS RECIEVED THE PAYMENT IN FULL FOR THE FIRE HYDRANT LOCKS. c� w - 12" D I / 112"5[) Z 0oJ o. 5AND C 5HION (TYP.) 1 -- i 2"SDI �55� 39 23 24 3 70 2% 2% 3 70 3 6 5 124 LF, 10" WIM 3 6 5 G"5 G SAND CU5H1 N 2"SDI ) 3G5 4 3G5 3G0 3GO 360 360 355 355 CID 0 _ N O N O N N �r In N N 355 m �? m m m m m m c m m m c m �? m �? m m 355 350 m m m m m m 350 HORIZONTAL CONTROL: 200+00 200+50 201 +00 201 +50 202+00 202+50 203+00 203+50 204+00 204+50 2 10+00 2 10+50 21 1 '+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t ROAD J ROAD K THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN By DESIGNED BY e�`�o�•, i .o TAHOMA TERRA DIVISIONS 3 & 4 TTP - CALL UNDERGROUND LOCATE SHEET CALL 48 HO URS ��fi #, � / H 3 8, LLC ATE TWO CHECKED BY APPROVED BY WORKING DAYS BEFORE YOU DIG DRAWING N0. BEFORE YOU DIG YELM, WASHINGTON _ CDP/TWT MRS Consul ting Engineers j 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 1P OVEDFORCONSTRUCTION 5/4/2007 Lacey, Washington 9850311 , WATER SYSTEM IMPROVEMENTS W-11 S C A L E: (360) 292-7230 Fax (360) 292-7231 �o�►w �,kd� Ys/ DATE: DEVELOP ENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J O B No. : 406030.04 AS NOTED � X09 ROAD J STATIONS 200+00.00 TO 200+70.57 PPRO L EXPIRES ONE YEAR AFTER APPROVAL DATE: 42 OF 59 SEC . 24 , T17N , R1E , W.M. ROAD B SEE DWG.R-4 .3� FLOWLINE J/ _j 1 12 1 1 3 1 14 1 1 5 1 I G 1 1 7 1 18 1 1 9 1 20 1 2 1 1 2 2 1 23 1 24 i i 2 '2 8 wI 8- O C6 N J 7 0.50%,,,— p v, 3� �Q ° N - T ss[E d O — �-( --^ i L F' --. �,._— .._.--trt E E.°--^-----^— L---° _ `\ - -,- - - ALLEY I I p , ,_,... .•_ ..... ._,. t� v. p I* - �` - - - - - - - - - - - - - - L..i._, - - - - - - - L_7_) --f_I - - - - - - - - - - - - �-- -.� - - - - - - - - - - - - - - - � I- - - - - - - - - - - - - - - 1 - - - - - - 9F 1— - - - - - - - -i` - - - - - - - PLOWLINE v 3 FLOWLINE v co a I p o l _ z I I 100 99 ,' °� "-i 107 IOG 105 104 103 102 0 - - � 109 108 / ' o 290 0 III 1 10 // / � v METERS SHALL BE v / LOCATED CENTERED ' � PROPERTY BETWEEN B.O.W. w LINE AND P.L. (TYP.) m - - - - - - — — — — — — — — — -- - Cn o W J�. Uj p p a v v v v v ' ° o _ p' . p . p o�. a-� �p a a p p a . . a v.. 4" /M v.. a v.. v.. v.. v.. v v.. v.. v p'.'. ° v . . v. v . . v v . . v v . . v v . . v . . v v . . v v. d . . v v . . v d / ,P 8LF 4 WM ° ° 1 0 \ \ / F7 r7 V7 a \ \ CONTRACTOR TO INSTALL 2G5LF, PVC /. . v. w _ C900 4 WATER MAIN WITH MINIMUM o / W W _ �_ — V . - v \ \ \ \ DEPTH 42" FROM FINISH PIPE GRADE TO / p ��" 8" WM 1 2 W _ m o \ \ \ TOP OF PIPE. CONTRACTOR TO INSTALL 43LF, PVC / / 3 / pa GOAD C �4' \ C900 4" WATER MAIN WITH MINIMUM pm w o. \ DEPTH 42" FROM FINISH PIPE GRADE TO SEE DWG.R-G \ / p \ \ TOP OF PIPE. / o o / r„ IW v OPEN / v _.._ 0 w pm v :q / ° -,..... / p . o � / \ v. V. \ \ � v \ / PARK \ \ �. � / wo ° 3 I \ \ \ v a pm o f I I SCALE: 1 =20 FEET on WATER FITTING TABLE o �0 20 40 TYPE STATION OFFSET MISC. \ \ \ p A I - 22.50 BEND 18.8' EAST OF LOTS 99 5.0' 50UTH OF THRUST BLOCKING \ \ a w \ ' AND 100 PROPERTY LINE PROPERTY LINE © 1 - 1 1 .250 BEND 25.85' EAST OF LOTS 99 7.75' SOUTH OF THRUST BLOCKING d AND 100 PROPERTY LINE PROPERTY LINE \ \ \ SCE a v Fm © I - 22.5° BEND G.5' EAST OF LOTS I OG 5.0' SOUTH OF THRUST BLOCKING \ AND 107 PROPERTY LINE PROPERTY LINE WATER METER 5CHEDULE �D I - 45.00 BEND 5.5' WE5T OF LOTS I OG 10.0" SOUTH OF THRUST BLOCKING LOT # STATION OFFSET TYPE AND 107 PROPERTY LINE PROPERTY LINE 99- 100 PROPERTY LINE 1 .0' 50UTH OF PROPERTY LINE DOUBLE �2 I - 10" X 8" X 10" X .5" CRO55 30+94.72 5.0' RT 101 -102 PROPERTY LINE I .O' SOUTH OF PROPERTY LINE DOUBLE I - 10" GATE VALVE 103-104 PROPERTY LINE 1 .0' SOUTH OF PROPERTY LINE DOUBLE 2 - 8" GATE VALVES 105- I OG PROPERTY LINE I .O' SOUTH OF PROPERTY LINE DOUBLE F__3 I - 10" X 8" X 10" TEE 32+40.00 5.0' RT THRUST BLOCKING 107 3' WE5T OF PROP.LINE I .0' SOUTH OF PROPERTY LINE SINGLE I - 8" GATE VALVE 108- 109 58+60.88 22.0' LT DOUBLE HORIZONTAL CONTROL: I - 10" GATE VALVE 1 10- 1 1 1 57+94.55 22.0' LT DOUBLE WASHINGTON STATE PLANE, SOUTH 12 2" BLOW-OFF ASSEMBLY WITH 8" CAP 57+24.26 5.0' RT THRUST BLOCKING ZONE PER TCHPN I - 8" GATE VALVE NOTE: OFFSET TO CENTER OF METER BOX VERTICAL NGVD DATUM THURSTON COUNTY HIGH 12A I - 8" X 8" X 4" TEE 59+ 19. 15 5.0' RT THRUST BLOCKING PER THURSTON PRECISION NETWORK I - 4" GATE VALVE COUNTY HIGH PRECISION NETWORK DRAWN BY DESIGNED BY 4�oA•�rA TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8 , LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS '`ti�� WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY BEFORE YOU DIG YELM, WASHINGTON DRAWING NO. CDP/TWT MRS i * Consulting Engineers 4-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 3M OVED FOP, ONSTRUCTION Lace Washington ton 98503 �tsi4� � W-12 5/4/2007 y� 9 , ALLEY 1 WATER SYSTEM DESIGN BYrI) DATE: ) . SCALE: (360) 292-7230 Fox (360) 292-7231 l��'� y-�� f DEVELOPMENT REVIEW ENGINEER NO• DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED F zzmm08/R7/09__j APPROVA XPIRES ONE YEAR AFTER APPROVAL DATE: 43 OF 59 PROJECT PROPERTY LINE SEC . 24, T 1 '7N, R 1 E , W.M. PHA5E LINE STATION ------ _________ EQUATION i I 93rd Ave sE I _____ ___T--------- --------- I I I I I I� i l I ! I I I._• I t I J, + „ T 38G 387 388 38`) � t� 2 3 4 5 G 7 9 10 I 12 13 I II I Y o 1 ,390 391 39P 393 3 �4 395 39( 397 393I 14 PARK � I - --- ---- ( N.TS.R A D D I T Ns,.-... . _�.. T I OF YELM - --ir i T j'i i.z i._•._._i-__>._:_—_,F.3 r__�_.-._,:i_::E....,S 331-33 E.32,^P<<x3�.3,3<e.3 v__._-r 4._-r_i 0 3-__.I...S__-_I._._—___R__,_-_.,u__.b,,,r�O-iS�-S,te-_rI_+r_...0.__L.,__ 0«.,_i___.s_p_v,'—_—-,a•v r�.?•I S.T.,S E.,3,P_,Y3_33 I+-.-.'P._22_'-,-.2,2__.—,..-1-__1„__.h-a 9 1i�.:3.�__i—t 1_1 1—!!-__1 I'I f i 1!(,,.!1 1-.I,\2,i t•i,I�1I'((,'+.i�'�•I-_.r}`gi1'J I�,'I.I�0pp,(�(f.ii. •!';0:9�>�'G.,�.N�>`II t 1 I1_1(Y"I„- �.1.(tt Tt,_:..i;l2 EI I I II I_a~..:.•!P�:��-�_-..'+�.,a.,�.\F_-�M._,.:t l<.,s-�_m iO__!t�,/'��--:.rI!_; �.r..a.T_--mr.,.r.^--.A'Cg�..r_{.'G+;._.__-r.�'s�,.T-._-r.a��."—_',_`E.,ei...+'.,P-'a,lr•,E�_t v:P.A—,•�_F+_._I.'''}I-:l✓F!.�I 9�.i!."�._=__w J 1(,I..1'.1 1 I I w,.i...-i,'I.+'4'' C Ia T s•,A r.Qr�4e.w,.s..sa,—r...,.—..:.S,I,_,+T1 I',I I.Ea—I.n�I 1.LV<-,_..s.4!a 1;i—.«1 P i!rO�ws.._rok+_�—e..—f,_,._, ,_�.�_s._,—:.4_>::a:.^,.._,.--,_,�°_,--_,.,-_.w.I•:�-ma__-_�,_.,-_-.-_...,._in,_.ry...�.....+_�.�,,.._._..:,t_...�,+A,_.,i..-e.�.-..._r.,.._._.,.ti,._,;.-_...:,....q�,w��.._,_..L a,..�e._=>_-_x a..,�.�2'.—..k,_.:—<•q;.....v.__m-r._ •..,_,.r:.�r�,"r.<.-�?.ir`.�......".x.r)`_:._,x s.:_..-.0-v_.s_n.�.,�-..�_�....• m.+.,.._�,-..-.w.....,_:...,..._._...w.+«'.,.-.:;.,,.._I._�..•!!I.,!._I c -�..-'-TP 1 I I-t.�yy._1€I I.,`.,l-.:.,-_�,•Q T.�.._�,,ry��_�+—r..�8 I T—�`_,$f':�n_�.._..:`,-..:.3.-...I I\I+I-+i\_a x-1!!i_;I I �r 1►r._i,—_'r-<'...^_>_r`..„',_�..__,— c:_')+.,f•.r_.r'!I Y t a�-�—.�.p_-_6m_.-z...!—.- `c"�:-.-.„S_r_te+K J.—r`-.a�:_>-_s.,1`.ry•.__-_�_t�8_.'—.\_-:,.�.-..e.��_..-r..'p,I-.� `I_�\x• f./ I �`p s1'�'1�•ER�+.I I P I:I I�S .��._.-...*°___._--►._-.,._W__-_..._. .►��•-4./-a 7-rS_v- ..._-.._"._w-�.f,�•/a,6 f--m/� _ .i l i. - l 1 p- 1 :- 1._. I i1'_1 � ! at ,I _I I I 1.1 i V _.-_- _. . I _-�- - I r% TN T- t \ FlP ��\ , \. '. ,r - I � _OSED 5 TE . OPEN 385 72 -- o�o S--W---B--e-r--r-y 1209 206 207 20G 205 204 203 202 201 2 00 199 1 98 197 19G 1 95 194 193 192 19 I DIV ---V--°-I--lS-eE-y- - oI I I I i I I I I d ---v - �-----S - �I I I I I O � 01 73 73 1 7 1 2 384 TEMP RAR - 327 . Longmire St 332 r" 383 73 1 1 2 1 2 1 21 , 2 1 8 5 7 0 J --_—O D G 19 R A 332 325 ---- -L- L S STEP ST 2 O c _ _ 4 li 2 1 335 f - 24 223 171 1 70 E2 , < C 3 3 323 VICINITY MAP 3150 79 ! 1 " 1 i G 7 1 �l T SCALE: 1"=100 FEET 337 322 ' 30 _._ 379 e, 23 2 �8 G.237 23 1 232 x,33 P34 233 ITS I60 I G 1 1 62 1 63 1 G4 1 1,5 1 GG I G7 1 61a 0 50 100 200 119 338 321 ? � D F I 378 .1 -1,I- - - - _ I 65 _ ,. _-_ ., , 33 C 320 62 STEP 145+ S TEP X -J ------ ---- 83 64 340 3 19 2G 9 2 f � S � 2<� I -; i 1 ' i 1 1 59 1 42 1 33 1 32 37G 34 1 3 1 G3.54 7C 242 2c ) 158 143 1 134 13 1 342 3 1 '7 2 7 85 G 2 375 1 2 7I ChG 17 1 57 144 135 130 f '343 28, !� r � V I 3 I29 G�E; GI 3/ ! ! 272 4 � � 1h 8 7 3 15 1 ?9 1 5�! O 373 !O + 1I T 4 G O I 1 ' / I r l 54 14 7 I I 128 p G r? 345 3 14 r -11 iL r I ?7 3 72 � /4 GC 1 53 1 4 f3 1 39 34 3 1 . 8 (C4 58 ! i I )^F :6 I 3C� I ` 252 49 347 3 7I 31 ? T � �PGC 151 0 1 25 32 3/0 8 - ----- ---- LLJf -ro- -- ---' � - I 6 – – -—STE STE STEP sEP !T, oo Zoo 127 o 2 +oo 129+00 p+oo ad 343 _ 3 10 3 T f i 7_7 - ! 3 3 DE CL 1 19 1 20238 28a 2 1 13 I I A' 1 15 I I 8 350 3C9 f T 7 2 '1� ' at 281 282 53 284 28� ? �8 < I 21 122 123 1241 4 34 6 8 r + W zzl z _ 2 2 +00 zz oo 95 107 � 30I 300 29 3 I I I 1 O 1 ( � I C 8 107 I OG I CJ 104 10E 101 I �1 10( � O 53 CL 3G 7 315 2G 8 _` % 9C <' 5 � 2x3 2, r 29 1 7a; u} 52 3 53 TOG PROPOSED � 1 X\ RIGHT-Of-WAY P ` ,. , c c - c 31 1 3 r P 10 UTILITY G � EASEMENT ( P ) w y \ STEP STEP 53+00 TEMPORARY CUL DE SAC 3 9'Q \� "3 y PARK y D 40 3E2 34; I ,C ? 359 353 357 35E HORIZONTAL CO � Nc T`R� i gO a s y,q o L° :X SS WASHIN GTO N STATE PLANE, SOUTH NGVD 29 FM rM .M I'm THU RSTON COUNTY HI GH ZONE PEP,TCHPN VERTICAL DATUM 33 o PER THURSTON TAN O M A B LV D . M PRECISION NETWORK STATION COUNTY HIGH EQUATION PRECISION NETWORK DR BY DES BY It DESIGNED 48 HOURS TAHOMA TERRA DIVISIONS 3 & 4 TTPH3 -8, LLC CALL UNDERGROUND LOCATE TWO SHEET C H ECKED BY APPROVED BY BEFORE YOU DIG YELM, WASHINGTON WORKING DAYS BEFORE Y OU DIG DRAWING N O. CDP/TWT MRS l tig Egineers 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 STEP SEWER SYSTEM APPROVED FOR CONSTRUCTION 4/6/2007 Lace y, Washington 98503 ,0 Z �l 6 f _ DATE: S-0 S C A L E: (360) 292-7230 Fax (360) 292-7231 ENT REVIEW ENGINEER OPM_ § Orr F7 IMPROVEMENTS PLAN N0. DATE BY CHD. APPR. REVISION o B No. : 406030.04 AS NOTED sus oe/ /a APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 44 OF 59 SEC . 24, T17N , R1E , W.M. o I ROAD 6 Ar ROAD G t ROAD F j ,I 99TH AVE. PARK r N \` / 1 DIVIS ONS 5;4 6 p i I =I ! 99TH WAY N. ROAD B - STA 30+99.75 o - -J J�)f.. �1 ' d - �, / °` / R 2 I ROAD C - STA 6 I +74.53 o 0" I I OOTH AVE. D O iii Q �-q1 I _ - / I� ROAD E r U Q C) ft � , "a �� r a ONG i > � . _� ,. STREET RE Lzu , �� .a..q• \ I I ,q .. �i I ' I 28 R-2Q OPEN y ROAD-7; I i ITAHOMA BLVD. - s SCALE: 1"=50 FEET Y, P28 FU T U�p FUTURE TAHOMA TER RA w 0 O 25 50 OO SIONS 7 w MASTER PLANNED 4 8 J \ - - - I I 2 I a I W COMMUNITY f1�� ,' - ".. \ �� `o I e. � � ; 'a , 112 126 1 27 I OPEN 129 1 3 K MAP .y 4 _ I I I} O C�-� � KEY N.T.S. SEC.24, T 17N, R I E, W.M. III ) 47 I ' e � I� r I I , � � / �/ A � • � x�� y_L:pv: .�. � �, I i � 124 - S \ •• � �� In - v . - - - - - - - - - -�- - � - - - - - - I 1 ` e 1 t ' da/� „1 .)..)� �- __- I. ^ i ' I - ,; _.�_-��'..... i� . � / \ '•;. - , \ \•...-, .a.e"°��., 3 _ / �.v. W � "r•"'r.:• .•: ::e:e: e.a: .e.. .v". . .v. ""•d"�•.�:\' :.a:.. .,..q:.�•.:�'.., �*q• ' .•.:.v'. / S. ?. 1 .J I, ff,� i \ e:<„:. v;�'. . ..:.. .: a:•: O A _._ a: :.d.a. ':a. a v • • 0, ° . . : .... .. :. .. :. : . . :.a - • . _ _ -- - -- - - - STEP SEWER FITTI NG TABLE d \.. Q STEP STEP S - STEP -STEP - TYPE STATION OFFSET MISC. I a \ 9 8 \ • .. X00-_. - - - - --- - - __ - ______-- - ____�.-----_. - - ;'I \ • • -_ , __ __.____ --t ___.____ ; --w', ~.____ �o� o -_- _ `)38 0 CONNECT TO EXISTING G" 55 29+73.00 5.0' LT \ 34+ 0 5 0 \ _ _4# - I -- = - - • " -� 31 +04.75 5.0' LT THRUST BLOCKING 28 281 \ \ l� t . - 561 / / \ \ frR:.:.,. ..6.) ''• ':. • ::. .v. .:.. .: q: . : :...a.::w. .a 4'�: 9�4'; �q'' - \ j a.:; :.]:ti.:. :a a:.a: °.�, I 6" GATE VALVE ftad6-l � _ - - - - - co - - - - - - - - - - - - - - - -�- - - - - - - - - I - 3" GATE VALVE \ O N ''•� 0 1 - G" X 2" X G"TEE 33+76.28 5.0' LT THRUST BLOCKING SEE DWG 5.3 Q O - I - G" GATE VALVE i 95 94 \`, 93 92 9,I 90 89 8 ► 87 L� 86 �,� 1 - 2" GATE VALVE Q GA I - 3 AIR RELEASE ASSEMBLY G2+ 1 5.00 1 6.50 LT 1 LLJ "J STEP SEWER SERVICE BOX SCHEDULE LOT # STATION OFFSET TYPE 2 Ct ROAD B - 5TA 35+05.69 ROAD B R-2 I q ROAD E - STA 130+24. I I 98 31 +80.00 25,5' RT SINGLE 9G-97 32+82.89 25.5' RT DOUBLE 94-95 33+70.25 25.5' RT DOUBLE 92-93 34+90.91 25.5' RT DOUBLE 90-91 35+90.91 17.5' RT DOUBLE I Z O 88-89 3G+70.93 1 7.5' RT DOUBLE O 380 O O O 380 8G 37+63.93 17.5' RT SINGLE 2 Z I C) M 125-12G 35+85.54 2 I ,O' LT DOUBLE Z N 127-129 128 3�+68.56 2 I ,0' LT SINGLE <9 375 W Q VPI 5TA: 2+50.00 Ln c�vd 375 NOTE: 100.001 VC eo + w O r6 1 . OFFSET TO CENTER OF SERVICE BOX I 0 Ln Q cno 2. SERVICE 5TU135 EXTEND I' BEYOND RM/ LINE TYPICAL 00 0 ��n oil p II 1 In 0 tmo 0 In FINISHE GRADE oC oC Q J I .40010 _ _ 370 I + m + m c3�cn t�Nw _ _- 370 VPI : 29+63.00 + U m m EXISTING GROUND 12 SD VPI LV: 353.56 Q LU Q w _ �I e LOW POIN 5TA: 29+52 97 Q Q (0 n d j 0 LOW POI qT ELV: 3 5 3.9 G II 0 II II U > I .2 OC70 - p .00' VC C°�'< 022 w > ' -- 1211 DI 3 G 5 3 G 5 VPI 5TA: 28+37.00 O 0 0L VPI ELV: 35,3.5G 0 - _ - 8-WM 60.00' V - u + m I °+' Lr _ 11 m p0 N N N / 18 SD I 59 LF,G" 55 i 360 Ln r': m Q III u 360 EE J N J m > /,� A ��10 w w w II > > J I / 12"5D oo 355 L 0 w �� 355 _--- - - _ i 12"51D I 811WM 270 LF,G" S `- _ 2.44% I 350 350 2 O 134 LF, 11 55 345 345 p N I f\ dJ 6� �t c0 N 67 �t c0 O N 111 N O to d 07 [\ r N m O c0 G) 0 c D N ctJ m 4 O l9 N O I� d �O to N 6) N � ,� m m O - - N - N HORIZONTAL CONTROL: nj ,ri r O O m L6 �n c0 m O O ,n Ln I in Ln ,n �q U U u U U U U r r- 340 WASHINGTON STATE PLANE, SOUTH 340 �? m L m m m U U U m U m U m m m m "? m `�' m m m m m `� "' m `�' m "' `�' `�' �? m VERTICAL DATUM ZONE PER TCHPN 17� 17 28+00 28+50 29+00 29+50 30+00 30+50 31 +00 3 1 +50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 3G+00 3G+50 37+00 37+50 38+00 38+50 NGVD 29 THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH ROAD B PREC1510N NETWORK HORZ. - 1" = 50' VERT. - 1" = 5' DRAWN BY DESIGNED BY 4�aIpRt. S TAHOMA TERRA DIVISIONS 3 8c 4 / TTPH3-8 , LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS '�� ',6 WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY � � � YELM, WASHINGTON 1-800-424-5555 DRAWING N0. CDP/TWT MRS BEFORE YOU DIG Consulting Engineers ,� DATE 1-800-424-5555 4200 6th Avenue, Suite 309 P ROV E M E N TS APPROVE FOR CONSTRUCTION /n 503 1> STEP SEWER SYSTEM IM BY• 1f, DATE: � S.1 4/6/2007 Lacey, Washington 98 �� 7 S C A L E: (360) 292-7230 Fax (360) 292-7231 310 LOPMENT REVIEW ENGINEER 5-2 ROAD B APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 4 5 OF 59 N0. DATE BY CHID. APPR. REVISION � o B No. : 406030.04 AS NOTED >�mss °�/�'�'�ok STATIONS 29+73.00 TO 38+00.00 SEC . 24, T1 '7N , R1E , W.M . U/ ROAD eF� I ROAD G i ROAD F 99TH AVE. 4 ROAD B - 5TA 39+7G.2G 5 ROAD B - 5TA 42+32.29 G CL ROAD B - 5TA 44+88. 14 I lei ROAD F R-2 1 ROAD F - 5TA 1 50+24. 1 1 R-21 CE ROAD G - 5TA 170+24. 1 1 R-22 ROAD D - 5TA I OG+53.90 Qi SEE DWG S-7 ROAD G ROAD D FI�UTURE SEE DWG S-8 DIVISIONS 5�4 6 I Qp Q p '� o O,' �I 99TH WAY SEE DWG 5-G g 5 G' R/W 5 G' R/W 5 G' R/VV - i ~Ji a I OOTH AVE. 28 I I ROAD E G 06 i C ° 4 �•� 1 °:. a� I 12 1 � I I _ - JTREET m I � , 168 171 � 189 o � ��1 Roy ,� a °. C I 1 I ___. __ __._ __ _ __ _ ._ ..---_.__._ 1 � � ` / _.__._ ____ I ,' e I MA BLVD i I I � I Lu 129 130 , 131 1321 ¢ I , O \ I I I 170 FUTURE TAHOMA TERRA I 1 1 �9 - O 1 {! I 1 90 19 1 P FUTURE MULTI-FAMILY ' (V • . .:, ,�.__.._ I DIVISIONS 7 48 MASTER PLANNED L +- / - - - - I COMMUNITY aa•._u. . . � v: a:v..\ T'°.d'�" Y �..'p: ' °: ::e:°:' `e.° .,e.e.v. e. .a. Aa tew.vrwS °. . ° ',7 u MAP __.._._• •___-._--- _-_ __ a ' KEY 5EC.24 T 17N RI E W.M. L I ° STEP _ _� S STEP .... _- ' r ..___....._� _-I .._ ___- _-_-. ..__ ___._. - ._. .___ +__. .I, .. J._._..___..+L_.___.-_._.. - I- - - +OO -.. .__._ 4 OO__ Jd+ +- 3g 0 W - Q0 W - - a� CIO+O 41 i ,�f t�00 . - __ ----W 42' 00 -1-'a�F _. -- VV--- _ _. W-- - 4N- I _.._ _. I - r, _ ._._ - ~,►- \ - SCALE: 1 -5 FEET LE 0 i:;. ...\: •:oq...v. e'v °.4:. 'e.4 .. ,°, .. . . . �....'p . _ .v. .., '_i.'.°: '.�: ..rn y 'G 'e:3° '''v'a.Er t ° ° 9 4._T 5 \ . ; � a ,� I STEP SEWER FITTING TABLE - - -L - Q - - - - - - - - - - - - - - - - - - - - - - - 0 25 50 100 - - - - - - - - - - - - - 1 TYPE STATION OFFSET MISC. 86 `' N o ' I I 4 I - G" X 2" X G" TEE 39+71 .2G 5.0' LT THRUST BLOCKING I - G" GATE VALVE w W (7 \ '7'7 6 75 74 ;/73 0 - N a I I I - 2" GATE VALVE 0O 85 , 84 83 82 81 80 79 78 I ° I.a a I �� 10 50 I - G X 2 X G TEE 42+28.29 5.0 LT THRUST BLOCKING Z I - G" GATE VALVE C) I-_ � I (,a ( ,. � I - 2" GATE VALVE U i' I - G" TEE 44+83. 14 5.0' LT THRUST BLOCKING I �. ii• I 1 - G" X 2" REDUCER ROAD B STEP SEWER SERVICE BOX SCHEDULE LOT # STATION OFFSET TYPE 84-85 38+60.95 1 7.5' RT DOUBLE 82-83 39+60.95 21 .0' RT DOUBLE 80-81 40+60.95 21 .0' RT DOUBLE V 1 5TA: 39+7G 26 78-79 41 +60.95 21 .0' RT DOUBLE PI ELV: 374.73 7G-77 40+41 .00 2 I .0' RT DOUBLE 390 HIGH POINT 5TA: 39--7G.30 390 74-75 43+41 .00 21 .0' RT DOUBLE HIGH POINT ELV: 374.38 100.00' VC 73 44+ 18,00 21 .0' RT SINGLE 130-131 38+45.57 2 I .0' LT DOUBLE N O N O 132 39+36.00 2 I .O' LT SINGLE 385 + �m _ + co 385 NOTE: I . OFFSET TO CENTER OF SERVICE BOX Qw N Q w 2. SERVICE STUBS EXTEND I ' BEYOND R/W LINE TYPICAL o � Q + 4S > w v m + L- o 380 I > Q CO Q > nj VPI 51'A: 4-4+47. 14 380 - 00 Q Q FINISHED GRADE _ VPI ELV: 369.50 F- I- [� + V OW POINT 5T&: 44+53. 17 L4,Ln (4-'U) N 60.0 ' VC � LOW POINT E V: 366.94 � Q Q Q IIm ON Oo 60.0 ' VC EXISTING ROUND Fa- O O om O �0 `� eQ Ln O 375 �n � w N co + �r 375 1 .40% _ _ � > � > + m + m o oou 140% QW Qw � J � � pII0IIII --"_ � a- � L Qw 4w oC oCQ > 370 1 2"5DI > > > > C3' N w 370 8"WM G„FH - > > 1 2"5D I 12"5D I ,3 8"WM /% 2%-'2 0 365 3G5 595 LF,G" 55 25G LF,G" 5 • 18"5 I 0 3G0 256 LF, " 55 3G0 355 355 N o m ch o m m c� 1- 0 0 0 0 0 � o �- - N W N N cn [� O - cn C9 6� 'n N cn N O N cn m cn m cn m m cn m m m co m 13501 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41 +00 41 +50 42+00 42+50 43+00 43+50 44+00 44+50 45 +00 VERTICAL DATUM ZONE PEP,TCHPN NGVD 29 4- ROAD B THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY �q`�oftl,S r°� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3 -8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HO URS �� YELM WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N0. CHECKED BY APPROVED BY , CDP/TWT MRS BEFORE Y U D I Consulting Engineers 1-soo-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 APPROV FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 �� , STEP SEWER SYSTEM IMPROVEMENTS BY: �. -- DATE: o, S-2 S C A L E: (360) 292-7230 Fax (360) 292-7231 loxes y•Z''�� ELOPMENT REVIEW ENGINEER N0. DATE BY CHD. APPR. REVISION J 0 8 No. : 406030.04 AS NOTED � �py ROAD B STATIONS 38+00.00 TO 44+88. 14 APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 4G OF 59 SEC . 24, T17N, R1E , W.M. o ROAD e F °L ROAD G ROAD B - STA 30+99.75 I ROAD F 99Th AVE, ROAD C - STA G 1 +74.53 R-21 m � I j a; DIVIS ONS 9,4 6 p p m �� U & - 99TH WAY p I GOTH AVE. T 05 `vI 04 ''103 102 r I 08 1 1 07 1 6 a�a<o i �8 ROAD E I O�� 0 2 FUTU RE 09 y C� C� 1 1 • a / _ DIVI510N5 5 �� ', I I I •�, '\ ,`� .. ° a!° v.v v ? ��I�.;�: %� - 00 O,q�� RE ((�� , _ lJ OPEN 4 8 1 TAHOMA BLVD. , 2 93 l _ - A MULTI FAMILY ' � „r:'° a . a °'� ^,•�:. -�- � w � F UI�E URE TAHOMA TER ,, , o:. -•. 1.,,. i - _ o / \ SCALE: 1 =50 FEET - � - - � D ION �8 dJ O / 1` IVIS 5�7 I s MASTER PLANNED �. ♦♦ ♦♦ o,;... -s _ _ _ _ _ ia,.. ` COMMUNITY - . 59 00 �7 ;ua d � d -" , GA 25 50 00 - i KEY MAP v ' a G 40 4, 17N, RI E, W.M. SIM NTS - :r-,..,faq;.- 1-1- y _> ,�.;\ ,J..-✓ ., , r:J., - - - - - .' _ _' - , '�°:'raa°mod.:'. ___ ._.,_.._ _-1►h t•a : '_ - __ :�,` fi. • • � __.�� . • a _ - - - v • 3 Tl 1 .. 4 I EP SEWER FITTING TABLE O ST ♦t _" ' ♦ a PA -� a - - - - - _ I O TYPE STATION OFFSET MISC. �2 I - G" X 3" X G" TEE 31 +04.75 5.0' LT THRUST BLOCKING - a �� / I , 4 2 a I - a ;� �. 1 - G" GATE VALVE 43 , I 4 5;; I a y 4�j � / I - 3 GATE VALVE I 4 7 I I GA I - 3" AIR RELEASE ASSEMBLY G2+ 1 5.00 1 6.50 LT I - 450 BEND G4+G3. 10 5.92' RT THRUST BLOCKING 7 ® I - 22.50 BEND G4+84.68 3.02' RT THRUST BLOCKING 22 a R-22 R-24 ROAD C STEP SEWER SERVICE BOX 5CHEDULE LOT # STATION OFFSET TYPE 47 G2+32.97 1 7.5' RT SINGLE 45-4G G3+08.84 1 5.0' RT DOUBLE 43-44 G4+08.84 1 4.0' RT DOUBLE 41 -42 G4+70.4G 43.0' RT DOUBLE W O 48 G3+45.08 20.0' LT SINGLE Z Z 49 G4+23. 18 15.01 LT SINGLE w VP STA: 58+25. O � Q I PI ELV: 369.2 = O 380 100.00' Vc V LO 380 NOTE: w p p I . OFFSET TO CENTER OF SERVICE BOX ch O O O m Q Q 2. SERVICE STUBS EXTEND P BEYOND R/W LINE TYPICAL U N I r r V 1 5TA: 02+20 50 ~ Q U �m m �+ m VPI STA: G I +23. 3 PI ELV: 358.CO 375 o a- 11 II I `n 'n J V I ELV: 358.0 60.00' VC '5 kr w w 375 QkA/ C3'IW- w c j � c j LOW OINT ELV: 35 .41 'n U > > 60.00' VC m > > FINISH D GRADE m N + m VP 5TA: G4+75.DO 6 % LQ PI ELV: 356.0 370 �� m Ln LU LOW P INT 5TA: G4 35.83 + cc m m LOW DINT ELV: 35 .50 370 I _ _ EXISTING GROUND U > LL w � �t > p - SOLO 0V) pn 3 6 5 u Uo (n + �n In In ` > 0 11 o II `� Ln 365 (-Y cn C416~n LJu Q w w - o > � >rL 360 �' ' > -_ 360 56 121% -0.78% 355 W Z 355 OJ � Z 1 I 0"W 6A �0 1 2"SD _Z I � 24'5D 350 Z U G" SAND CU5H1 N 77TEE] 425 LF 3" SS 350 W I 294 LF,3" 5 23 LF, 55 mZ 345 OU 345 cn �t N cn to O N C9 �0 O LO cn O �t f� O N I� O 6� N N O O a) � m L � O N O O Q [� 340 m r m m �° m �° m m �° m m m m m m Ln m Ln �n m Ln Ln m Ln Ln m ,n m m m cO m ch m cn c� m m m m m ch m c� cn cn Ln 340 HORIZONTAL CONTROL: 5G+00 5G+50 57+00 57+50 58+00 58+ 50 59+00 59+50 G0+00 G0+50 G I +00 G I +50 G2+00 G2+50 G3+00 G3+50 G4+00 G4+50 G5+00 G5+50 GG+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 ROAD C THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY �,�oR., �� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3- 8, LLC CALL 48 HOURS �4 �, CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY APPROVED BY �` YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG BEFORE YOU DIG � DRAWING NO. CDP/TWT MRS Consul ting Engineers 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 APP�J.D FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 gas STEP SEWER SYSTEM IMPROVEMENTS C360) 292-7230 Fax (360) 29 -7 I�IUL ,Z•�7 BY: �� DATE: S 07 S-3 S C A L E: 2 231 S ELOPMENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED o8 ROAD C /0701 STATIONS 57+44.26 TO G5+00.00 APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 47 OF 59 _Q i eF SEC . 24 , T1 '7N , R1E , W. p ROAD I o�� ROAD G 8 ROAD F J I �j 99TH AVE. lei i QI R-22 i FUTURE _ ! m ! 99TH WAY O j DIVIS.ION5 54 6 Op I p U O; i0 i0 Q �I O 1 _ _. .___ °L GOTH AVE. I ROAD E O' �i� 1 t = �I 1 � a. I a � 1 � � � �� 0 1�; � �O��Ui STREET 1 � 1 .v 4 0 AV �� l ��ti 6 'l� i I Roq0 � � I , i i 59 \ I \ 1 53 5 4 6\5 5 6 57 ` _ - ° SCALE. , -50 FEET TAHOMA BLVD. ' - - - _ - _. _ _ N - 7 \ ' t �p FUTURE TAHOMA TERRA : _ . .. . �� °� �- ..: ■/, 00 0 25 50 FUTU'1_ MULTIFAMILY 1 F _ ! N ' ' ' ' - a. ... • I DIVISIONS 7 4 8 +- �. \ � ... :. '` rri ��} � MASTER PLANNED 42 \ •� 61 -__6S - '��-wa.°ks_L a • `_\� - - - - - - 1- 00 COMMUNITY 1 - I I • ° • Y ! S 4 `i .. . . . . .. _ E W.M � KEY �_ � .., . .. •. . ...••: ... -: ��-� __ 11Ep :� _ - _ - -- � N.T.S. SEG 24, T 17N, R I MAP -1 -_. roc 1]Y 4Q 4 I � I /� ` ` � �e q ,° -.a 7 - _- � OO L,.A! 1� _ __ _ _._ __� r I � •--H-- I- ' ��_-_ y 8 � � \ �! 0 I ' ��FFF STEP SEWER FITTI NG TABLE - - - - - \ TYPE STATION OFFSET MISC. 3(5 11 2 39 ! 1 - - - - - - - - - L - - - ± - - - -I j 3 i 3 �,� �7 I - 45° BEND 64+63. 10 5.92' RT THRUST BLOCKING j 3 2 1 - 22.5° BEND G4+84.G8 3.02' RT THRUST BLOCKING 3 5 3 4 3 I - 3" GATE VALVE G9+ 10.40 5.0' LT I 1 ' I ' I - 3" X 2" REDUCER I I + R-22 STEP SEWER SERVICE BOX 5CHEDULE ROAD C LOT # STATION OFFSET TYPE 40 G5+09.43 17.5' RT SINGLE 38-39 G5+78.30 14.5' RT DOUBLE 3G-37 GG+9G. 10 14.5' RT DOUBLE 34-35 G8+ 13.89 14.5' RT DOUBLE 32-33 G9+3 I .G8 21 .0' RT DOUBLE 30-31 70+49.47 21 .0' RT DOUBLE W 0 28-29 71 +G7.2G 14.0' RT DOUBLE Z p VP 5TA: 71 +75. 0 50-51 GG+ 13.75 25.75' LT DOUBLE J C:) + VPI ELV: 370.9 5 52-53 G7+ I G.24 25.75' LT DOUBLE 380 U LO 100.00' VC 380 54-55 G8+58.45 25.75 LT DOUBLE Q Q 00 0 0 ON 5G-57 G9+G 1 .95 14.0' LT DOUBLE O N O Z O L6 58-59 70+64.43 14.0' LT DOUBLE + m O + m GO 71 +62.28 14.0' LT SINGLE I-- J O+ w = N w 375 375 G 1 71 +81 +91 14.0' LT SINGLE FINISH D GRADE j w f- (j > NOTE: II U > Q Q I . OFFSET TO CENTER OF SERVICE BOX VP 5TA: G4+75.00 m > > 2. SERVICE STUBS EXTEND I ' BEYOND R/W LINE TYPICAL PI ELV: 356.0 5 �t Sz EXISTIN GROUND LOW POINT 5TA: G44 35.83 Q LO _ 370 370 LOW OINT ELV: 35'0.50 0� --- w II I 57w VC EU Op m> 1 ,70010 12"5D O � � 11) w 365 + + > 3G5 Q w w Q � 0- (n � 12"5D > > ' 3GO / 589 LF,2" SS 3 G 0 12"5D 355 - 355 1 2"5D I 350 ® 425 LP 3" 55 350 294 1-17,3" 5E 23 1-17,3" SS 345 345 6) U _ U - I- N - Ln O m m Ln C9 I� O _ O - ln C` to Ln Ln O Ln U N U U U . C9 C9 �D <9 ( l\ 340 m m m m m m m m m m �`? m m m m m m m m m m m m m m m m m m 340 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH G3+50 G4+00 G4+50 G5 +00 G5+50 GG+00 GG+50 G7-+-00 G7+50 G8+00 G8+50 G9+00 G9+ 50 70+00 70+50 71 +00 71 +50 72+00 72+50 VERTICAL DATUM ZONE PERTCHPN NGVD 29 4 ROAD C THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY �gfioR. ,off TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8 , LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS '��` YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N0. CHECKED BY APPROVED BY BEFORE YOU DIG Consul tin Engineers 1-800-424-5555 CDP/TWT MRS 9 9 DATE 1-800-424-5555 4200 6th Avenue, Suite 309 ,�� P EWER SYSTEM IMPROVEMENTS BY: �A+PPROVED FOR CONSTRUCTION DATE: S � o, S-4 4/6/2007 Lacey, Washington 98503 118TV' o� STEP S SCALE: 0360) 292-7230 Fox (360) 292-7231 M' 5'L VELOPMENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED 09/97/01 STATIONS G5 ROAD G +00.00 TO 72+00.00 APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 48 OF 5 SEC . 24 , T1 '7N, R1E , W.M. a ROAD eF� 1 0-22 ROAD G ROAD p _ _ R z z SEE DWG 5-6 ROAD F 99TH AVE. m R/W Q1 O O 28'61 2 ) DIVISIONS 51 6 !' p p U 99TH WAY 8� I � > O i oOc nOC i 0 ~I IGOTH AVE. UY �� 0 �r (L O W �I I 1 ROAD E 0'G U G °I ° G4 G5 �G G7 69 70 7 I 72 �� , � �� °"�^��+ G I G 2 t.6 3 , I -� , ROAo STREET i SCALE: TAHOMABLVD. FEET 50 1"s - I - -i I - - - - - - - - - - 1t'- - - - - - - - - - - - - I- - - - - - - - - , I , ..I . ..^^'. •°. .'. . .•'�. .. .v•. •"�..r"'1�,...a. , .1'vv: vl�"•'*'•' : •;�9 � ` . <:/ f'\. 14 �,. 0 25 50 100 I .. FUTURE TAHOMA TERRA a r.• a v.: v }: ---- -._. . r v : 'a:q. .v. y,.. : a'. <: FUTURE MULTI-FAMILY _ c x a I DIVISIONS 7 8 I • ,x '-_�.--... .:.. - _ _ I I MASTER PLANNED S COMMUNITY STEP �Gr � 4+00 77faz3. _ _ -F G }4( ! KEY MAP „ I � � v -a.':- e . '' .r'. - � _,:q. - ..;.`•°s v-,.a, .."9 : 9 °� .'• •.v;. u.:: .. r•., . . .:, / N T S SEC 24, T 17N, R I E, W M ,,.,, 4'�°`yam:. .b .:.a.. .+.. ia9 ':e.. :...., ', ,•e 'a:.n'+i;. . °..a•'..a-;e• ,� Y qjL LLI � - - - - - - - - 1 - •- - - - - \ X/ (� N In G � STEP SEWER FITTING TABLE 28 27 25 24 2 22 21 20 1 9 _ �'I 8 I ; I 1 5 2G N �l TYPE STATION OFFSET MISC. W r/ 9A I - 2" AIR RELEASE ASSEMBLY 73+90.00 21 .00' LT � 9B I - 2" GATE VALVE 75+00.00 5.00' LT I - 45 BEND 108+92.03 P4.40' LT.87 LT THRUST BLOCKING I I STATION EQUATION 15 I - 45" BEND 109+02. 1 I THRUST BLOCKING R-22 ROAD C - 5TA 78+62.72 = ROAD C ROAD D - 5TA 109+30.GG STEP SEWER SERVICE BOX SCHEDULE LOT # STATION OFFSET TYPE 2G-27 72+81 . 1 G 14.0' RT DOUBLE 24-25 73+91 . 1 G 14.0' RT DOUBLE 22-23 75+01 . 1 G 14.0' RT DOUBLE 20-21 7G+ 1 I . I G 25.75' RT DOUBLE 18- 19 77+2 1 . 1 G 25.75' RT DOUBLE Y I G-1 7 78+31 . 1 G 14.0' KT DOUBLE V G2-G3 72+78.29 2 I .0' LT DOUBLE W m G4-G5 73+98.39 2 I .0' LT DOUBLE Z_CV GG-G7 75+ 15.39 14.0' LT DOUBLE 385 VP 5TA: 74+25.00 J r` 385 G8-G9 7G+38.39 15.0' LT DOUBLE HIGH P DINT 5TA: 734 99.99 ()to 70-71 77+58.39 14.0' LT DOUBLE HIGH POINT ELV: 3 2.01 < 72 78+57.79 14.0' LT SINGLE VP1 STA: 71 +75. 0 100.00' VC 1` PI ELV: 370.9 5 0 L NOTE: 380 100.00' VC O O 380 1 . OFFSET TO CENTER OF SERVICE BOX UJ 00 O 00 + c j + CO VPI ELV 365.03 2. SERVICE STUBS EXTEND I' BEYOND RAV LINE TYPICAL Sri O W O vi - m > LOW POINT 5 A: 79+ 12.7C N Z p N w w LOW POINT ELV: 365.33 + m J 0 Nm 100.00' VC 375 _ + J `� > n > m 375 w N w U In > > > FINIS ED GRADE Ln [� L co It 4 CO > > ~ > m + EX15TI G GROUND `�' p CO p O u w 370 ------ --_ Q Q -m 370 70010 50 . 2��gp 1 2 5D O - C4'cn U)w 365 9A ----, 009/0 365 589 LF, " 55 12-51D 360 392 LF,2" 5 360 15 14 245 LF,2" 5 355 12 LF,2" 55 355 350 350 67 �t . _ It a? ul m O [� m O t\ m Ln 00 N O m ch n co L c 0 O - O _ O - - nj - _ - - O O O dj 6 0 6 r� `p <D to to in L71 5 �? m m m �? m m m m m m m m m m m m m m m m �,� m m m m m m m 4n' m m 345 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH +00 71 +50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 7G+00 7G+50 77+00 77+50 78+00 78+50 79+00 79+50 I VERTICAL DATUM ZONE PEP,TCHPN NGVD 29 t THURSTON COUNTY HIGH ROAD C PER THUR5TON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY �4fioIRL IS TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CALL 48 HOURS �� YELM WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N0. CHECKED BY APPROVED BY BEFORE YOU DIG 1-800-424-5555 CDP/TWT MRS Consulting Engineers DATE 1-800-424-5555 4200 6th Avenue, Suite 309 um APPROV D FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 �1 STEP SEWER SYSTEM IMPROVEMENTS BY: J-- DATE: , o S=5 S C A L E: (360) 292-7230 Fax (360) 292-7231 1ONr 6-2'O1 ELOPMENT REVIEW ENGINEER J 0 B No. : 406030.04 ROAD C APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 49 OF 59 N0. DATE BY CHD. APPR. REVISION AS NOTED �/�+'/09 STATIONS 72+00.00 TO 78+62.72 SEC . 24, T17N , R1E , W.M . ROAD D p ROAD G ROAD D - STA 10 I +41 .88 1 2 13 6 C ROAD B - STA 44+88. 14 ROAD F 99TH Ave. ROAD K - STA 2 I 0+00.00 R-23 ROAD K ROAD D - STA 106+53.90 �uruRE ' _ m <I1 99TH WAY R-23 R-22 SEE DWG S-10 pi DIVISIONS 54 6 p 1 p = jI 56 R/W 22 a 0 l a p al[:�2� '8 2 I - o a ~ W' OOTH AVE. o ROAD E p G O iG LoNGMIRE STREET - 8 12 13 ! TAHOMA BLVD. 7 X98;'' ! I I 2 3 5 6 7 9 10 I i i _ SCALE: 1"=50 FEET j � FUTURE TAHOMA TERRA DIVISIONS FUTURE I MULTI-FAMILY QO 1 7 4 8 0 25 50 MASTER PLANNED - - _ COMMUNITY o - - - - - - - - - - - t 1 / ♦ / ♦ .; I _ _.. _._z... - ._..._..--- -/ '.-''c♦ - ,.... .i:.. •.' .:. ... .'.. ,v• v °•, '-...� :o...v•:o.. a o'... ?: v,'t. . .vt .•..v.` v,t.i v'..i ?', .f \ �(, __ STATION EQUATION KEY MAP SEC 24, TI 7N, R I E, W.M. _ •_. _ _ --�" `.. ._ •_ - = -::_ -> � �- - -_� - _ \,. '• ROAD D - STA 109+30.66 = _ _ • ___: -- w-� ROAD C STA 78 62 _ STEP S STEP STEP STEP ;*P ly . > _ -_ � . .) ., � (. • . -_._-_._ _.._._... . ,-`-- ----il►-'ka'1®•.$. -.(� .-`:_ <'_ -..:-r."' ..:,d..rl',`-;V v:.._t "`� _ - Fes- _ :..o•:o. .v :. ...v•.o �., `\ 15 . ..,.. ..:. .... ...o...... .. °.::R.: ; .� �� STEP SEWER FITTI NG TABLE ° - °P°.�v,.R_ '^ '•��l . ' •ii °r�GV'+:.''v::'v: v.' ° tiov v ..o •:v. a' 'v'::. ' • • • • �,_. •. y. .rt'.:. :.:.. . °-- :'. 4.: \ ♦ iO I �� ••.. �. '' i - - - - - - - - - © TYPE STATION OFFSET MISC. - - - - - - -- - - - - - - - 09+30 44+83. 14 5.0 LT THRUST B LOCKING I - G EE O I t ° - 6" X 2" REDUCER N I I E I W I __ _ �JTATI� 7 2 II,I " AP 100+93.88 5.0' RT THRUST BLOCKING 1 9 2 1 9 1 I AV O N I ° �� I 10 1 6 C O2 20,-,1,,,, 200 199 198 197 1 96 195 1 94 I , EQ I `� I I I I - 6" TEE 10 I +36.88 5.0' RT THRUST BLOCKING I D NOT USED d 1 I 1 13 NOT USED 11 6: I .____ - I - - -- �218128, I - 45" BEND 108+92.03 4.8T LT THRUST BLOCKING E28'--L2(5 56 R/W 15 I - 45" BEND 109+02. 1 1 4.40 LT THRUST BLOCKING 56' R/W C 23 ROAD D ROAD 22 I END OF LINE CLEAN-OUT 21 1 + 19.40 5.0 LT R-24 ROAD B SEE DWG 5-5 SEE DWG 5-2 STEP SEWER SERVICE BOX 5CHEDULE LOT # STATION OFFSET TYPE 200 101 +59.61 16.0' RT SINGLE Q 199 101 +72.63 16.0' RT SINGLE I W 197-196 102+69.52 19.0' RT DOUBLE Z 195-196 103+69.52 25.75' RT DOUBLE Q I W Q 390 193-194 104+69.52 25.75' RT DOUBLE 390 J � 191 -192 105+69.52 15.5' RT DOUBLE Z 0 cc) 2 (D 1 102+00.00 1 6.0' LT SINGLE Q Z M 2-3 102+95.05 1 6.0' LT DOUBLE Z - I II Q (3) 4-5 104+ 15.05 14.0' LT DOUBLE U-JI 385 O w ~ 0 385 6-7 105+35.05 14.0' LT DOUBLE w - N I 9 106+68.92 16.0' LT SINGLE D 0 O -} 6� I O C) D �� - O N VPI STA: 108 90.60 I O-I I 107+75.07 16.0' LT DOUBLE 380 Q U _ m + O 380 1 2-1 3 108+80.95 37.5' LT DOUBLE 2 Q > O _N LO OW POINT OINTT : ;036 80 64 14- 15 109+04.24 4 1 .75' LT DOUBLE _ t` II �0 (1 11 1 00.00' C NOTE:OFFSET TO CENTER OF SERVICE BOX FINIS ED GRADE I w ,m 0 � 2. SERVICE STUBS EXTEND I ' BEYOND R/W LINE TYPICAL 375 _ o Ui 375 EXISTING GROUND app � m � m m ---- co I- o w m c�iIt o C) w _- t� + C) a tm +L6 IL _ _ i .00% 0I OQII � > Q ° Q �m > 370 fV 370 --- _ c ucnw > V � � � > I 125 - (z)"cn cn w I 12"5D - 1 .50% to -_'- 3G5 I 11 51 2 LF,G" S I Offwm 125D I 12"5D ' I 43 LF,6' 55 3G0 3GO R-4-1 15 245 LF,2" 5 392 LF,2" 55 I 12 LF,2" 55 355 355 _ o o m o� �0 �o t� t� �n 'n �rj cO nj ch N N - d O (n [` (\ L9 l9 Ln Ln to Ln 3 5 0 LI- U U U l0 C9 L9 L9 C9 � l9 <9 L9 � l9 L9 C9 l9 L9 C9 L9 C9 u 350 c� � m m m "? m m m m �•,.� m m cn ch m m m m m m m m m m m m ch m m m m m m m m � m HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH 99+50 100+00 100+50 101 +00 101 +50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 I OG+00 I OG+50 107+00 107+50 108+00 108+50 109+00 VERTICAL DATUM ZONE PEP,TCHPN NGVD 29 t THURSTON COUNTY HIGH ROAD D PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY �4�oR sr A TAHOMA TERRA DIVISIONS 3 & 4 � TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HO URS '� .'�' WORKING DAYS BEFORE YOU DIG DRAWING NO. CHECKED BY APPROVED BY � �` YE LM, WASHINGTON 1-800-424-5555 GDP/TWT MRS BEFORE YOU DIG Consul ting Engineers � l APP FOP,CONSTRUCTION 1-800-424-5 400 6th Avenue Suite 309 DATE STEP S EW E R SYST E M IMPROVEMENTS BY DATE: rll S-6 4/6/2007 Lacey, Washington 98503 -7231 10��1'� ELOPMENT REVIEW ENGINEER S C A L E: (360) 292-7230 Fax (360) 292 5 J 0 B No. : 406030.04 � 0�/�7,�tl4 ROAD D APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 50 OF 59 NO. DATE BY CHD. APPR. REVISION AS NOTED STATIONS 1 O 1 + 13.88 TO 109+30.66 SEC . 24, T 1 '7N , R 1 E , W.M. o ROADD 1 6 ROAD F - 5TA 145+ 1 2.OG 1 7 4 � CL ROAD F - STA 147+68.08 CE ROAD B - STA 39+76.26 _ R-23 ROAD I - 5TA 194+70.57 ROAD G � R-23 � ROAD I - STA 204+70.57 R-2 I � ROAD F - STA 150+24. I I ROAD F �j 99TH AVE. Q Uj� FUTURE ' 24U i , 1 0 1 1 1 1 1 4 1 1 1 i 8 1 , DIVISIONS 54 1 O O O Q O� 99TH WAY v m nWn Z o 1 FUTURE 1.1.. �� I IOOTH AVE. Q� ROAD E p 0,15 DIVISIONS 5 G 0 OI o I 1, �, I 8 1 �'� I G Cn in 1 17 I SON Mid 57-E 20 - - - - - — - - - - - - - - - - - / ,`� Rov G r _�....._ w.�,...v A ' 1 ..vi.:� . • TAHOMA BLVD. _ 145+ _S I --- -- _ $ S _ - T I 4 DIV FUTU E FUTURE TAHOMA TERRA co E.-- �! _- —,_ � _ — -,— D:; -- - _: . ' 1: j MASTER PLANNED :. COMMUNITY / �:. :�i. '•.:p •..p .:v..p';:a.'.p ..• ,r :.! :.p •p. ':.: v. _ .:o v'.v v':! v .?-. v v . x .`T V. T • — — — — — —. 2 -�� ' � • � — --�� — — — -- � � - ` ,� � KEY MAP I N �T %li I 8J N.T.S. 5EC.24, T17N, RI E, W.M. I '' j 1 } — o ,,; SCALE: 1"-50 FEET 1'59 142 - I ' d j , 133 132 + i I 0 25 50 100 EB�� STEP SEWER FITTI NG TABLE G-J-2288 --1 E28'---228' 28'--:28 5G' R/W� E 50M � TPE STATION OFFST MISC. ROAD I ROAD J ROAD B ® 1 - G" X 2" X G" TEE 30+71 .2G 5.0' LT THRUST BLOCKING SEE DWG 5-10 SEE DWG 5- 1 1 SEE DWG 5-2 1 - G" GATE VALVE I - 2" GATE VALVE I G I - 450 BEND 145+ 1 1 .98 5.0' RT THRUST BLOCKING ROAD F 17 I - 2" X 2" X 2" TEE 147+63.01 5.0' RT THRUST BLOCKING 2 - 2" GATE VALVES 20 I - 450 BEND 194+60.57 5.0' LT THRUST BLOCKING STEP 5EWER SERVICE BOX SCHEDULE LOT # STATION OFFSET TYPE I GO 145+33.47 14.0' LT SINGLE I G I -I G2 14G+20.48 25.75' LT DOUBLE W G3- I G4 147+20.49 25.75' LT DOUBLE _Z I G5-1 GG 148+20.50 25.75' LT DOUBLE LL J I G7-I G8 149+00.00 25.75' LT DOUBLE 400 1 G9 149+79.77 25.75' LT SINGLE I O 400 Z NOTE: Z= OW I I . OFFSET TO CENTER OF SERVICE BOX Z 2. SERVICE STUBS EXTEND I' BEYOND R/V1/ LINE TYPICAL PI 5TA: 149 4 85. 1 1 390 W VPI ELV: 37 .GO 390 �p LOW POINT ELV: 373.95 O In 60.00' V (V 00 VPI5TA: 149+05. 1 I VPI EL :375.81 ON 385 I In ��' 100 00' VC �' 385 o _ _ - Q -(y) FINISHED BADE + Q +� `r V b - <D II 0 II II w d (` 4 - „ d- N Q oz <> p m p O� `� m Q L + Ir- 380 I cJ� clew EXISTING G OUND p II Q QO 11 11 w > � O0 CD CD m4 380 w _ F—J _ 80(lo > > Q Q - 0% �N C�'c)w 1 2"5D M 375 —_"_- 375 _2 76% 2010-2% 2 16 WM 16"FH 370 I 7 LF,2" S 257 LF,2" SS 12"5D 370 257 LF,2" 55 3G5 ( ® 365 3G0 3G0 O ° ° NO � C N 'T O p m Ln I m �� 355 ch c� c m 355 HORIZONTAL CONTROL: 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 t ROAD F THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK HORZ. - 1" COUNTY HIGH= 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY NLA TWT CALL 48 HOURS ,�eo� . �� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY APPROVED BY �� YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG BEFORE YOU DIG � DRAWING NO. CDP/TWT MRS Consulting Engineers 1-800-424-5555 DATE 1-800-424-5555 4200 6th Avenue, Sulte 309 APPRO ED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 �1'°� STEP SEWER SYSTEM IMPROVEMENTS BY: .,�;� DATE: , a S-7 S C A L E: (360) 292-7230 Fax (360) 292-7231 l�u' S` �� VELOPMENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED mw= 02/27/ of ROAL) F APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 5 1 OF 59 STATIONS 144+40.05 TO 150+24. 1 I SEC . 24, T1 '7N , R1E , W.M. o l ROADD e I _ F� I ROAD r, 1 I 99TH AVE. I ROAD F I ro Ii Z N FUTURE; Q;I 99TH WAY 18 19 ROADS Q Q Q o Q, DIVI;GNS 514 G p 1 p p U iI )� SEE DWG S -2 I ° ° � r I � Lu1 Od rO T H AVE.R 3 R4 : 5G' PW 06ROAD E -28'28 Ui ROgo M sTREeT NG 2 183 I84 I85 16 ,`187 188 189 190 / 2 1 2 1 8 1 z l t 1 TAHOMA BLVD. 0 FUTURE i v I L 1 - N - - - - i/ s I I DIV FUTURE FUTURE TAHOMA TERRA DIVISIONS 5 G 6 ISION5 7 4 8 MULTI-FAMILY ♦♦ �_! .�._ ..._ _ _'>� - - - - - - - - - - � - - - - - - - - - - - - - - - - - - � 1 -,.. � � i I MASTER PLANNED __- __ __ ♦ i COMMUNITY ♦ I8 . - .._. ♦. �.0.7.7 T•,r:ry .1.w,r..!�!JT. .. ��'F-. :'r... r ,:r. VT." j, o'.. R v.. R e . or /•. : : •. .' '. .i. •..'.., , • • '.I R �+ _, *_ . • • _ .' MAP "I °°•----�-. . �- � _ -.._� F #___ - � � I K� SEC.24, TI7N, RI E, W.M. - ■ �---{ f +-- - I - I- - + - S STEP �I'-1-� _ S _ ___ ==- _-- �= :_- __- _ - 77 I 1[ ■ 1 r k t t3Cr - 1 165+ S 7 ITT ■ �I I • • } _ - - - .. �'. . . : .. L7. - - - - - - - - - - - � -� 1"=50 FEET - - - - - - - - - '� STEP 5EWER IF1TTING TABLE SCALE: �,. F � � 00 z N o I ri 78 goo W I I 0 25 50 TYPE STATION OFFSET MISC. i - a I I . % I �5 I - G" X 2" X G"TEE 42+28.29 5.0' LT THRUST BLOCKING 73 17 2 1 7 1 1 70 , _ i i 180 179 176 177 176 175 174 I - G" GATE VALVE I f: I .I �. y ' C I - 2" GATE VALVE 18 END OF LINE CLEAN-OUT I G5+ 1 4.04 5.0' RT THRUST BLOCKING ROAD G 5 Ct ROAD B - 5TA 42+32.29 24 R-21 ROAD G - 5TA 170+24. 1 1 STEP SEWER SERVICE BOX 5CHEDULE R-24 LOT # STATION OFFSET TYPE 180 1 G5+ I G.G4 2 1 .0' RT SINGLE 179 1 G5+32.G4 14.0' RT SINGLE 177- 178 1 GG+ 19.G5 21 .0' RT DOUBLE 175-1 7G I G7+ 19.GG 2 1 .0' RT DOUBLE 173- 174 1 G8+ 19.G7 14.0' RT DOUBLE 1 71 -1 72 1 G8+99.70 14.0' RT DOUBLE 170 1 G9+80.05 14.0' RT SINGLE 181 1 G5+27.47 14.0' LT SINGLE VPI 5TA: I 9+00.00 182 1 G5+43.47 14.0' LT SINGLE 400 w VPI ELV: 372.40 400 183- 184 1 GG+40.48 14.0' LT DOUBLE J HIGH POINT LV: 372.86 185- 18G I G7+40.00 14.0' LT DOUBLE Z I I 0O.0 0' VC 187-188 1 G8+40.51 2 I .O' LT DOUBLE 0 00 00 N 189 1 G9+34.49 2 I .O' LT SINGLE 390 C� I Q r 390 190 1 G9+80.G5 I G.0' LT SINGLE z �- NOTE: U 0 I U O J (,D 1 . OFFSET TO CENTER OF SERVICE BOX C) � - U - w 2. SERVICE STUBS EXTEND I ' BEYOND R/W LINE TYPICAL ZOOID c> > `U 385 385 J m m U > C) U _ LL Q U II PI 5TA: I G9 85. 1 1 a0 1 O F-I 0'VPI ELV: 370.37 Q ] Ur (n O LOW POINT 5TA: I 9+87.74 H w Z w LOW POINT ELV: 70.70 G0.00' VC, N 380 Z m m FINIS ED GRADE _ 380 w. V' O� > > Q p> II moL + 51 p ROUND 000 p N CQII J 375 w w 375 L16 5 370 12" D� _2 _ 370 1 2"SD' I 505 F,2 SS 305 305 3G0 I 3G0 I O N O N O L9 �t _ O L9 Ln ch N f� N m N N N N - U) (n or) I� l9 L(1 to ch ch N N O (\ [\ (\ [\ [` t\ (\ [` (` [` 355 c� m `� m `� m m m m m m m m m m m m m m m m m �,� 3 5 5 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH G3+50 I G4+00 I G4+50 I G5+00 165+50 I GG+00 I GG+50 I G7+00 I G7+50 1 G8+00 1 G8+50 1 G9+00 I G9+50 1 70+00 VERTICAL DATUM ZONE PEP,TCHPN NGVD 29 4. THURSTON COUNTY HIGH ROAD G PER THURSTON PRECISION NETWORK COUNTY HIGH HORZ, - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY �4`oR, S TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET NLA TWT CALL 48 HOURS �,>o�� ' YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG CHECKED BY APPROVED BY 1-800-424-5555 DRAWING N 0. CDP/TWT MRS BEFORE YOU DIG Consul ting Engineers TION DATE 1-800-424-5555 4200 6th Avenue, Suite 309 � STEP SEWER SYSTEM IMPROVEMENTS APP:2��D FOR CONSTRUC S-8 4/6/2007 Lacey, Washington 98503 �1�'[s*'- BY: tv»tJb � DATE: �" / o`� S C A L E: (360) 292-7230 Fax (360) 292-7231 IOx�L 51 1,01 VELOPMENT REVIEW ENGINEER REVISION J 0 B No. : 406030.04 AS NOTED � 02/97/04 STATIONS I G4 80.05 TO 170+24. 1 I N0. DATE BY CHD. APP R. APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 5 Z OF 5 SEC . 24, T17N, R1E , W.M. I Q ROAD 6 I ROAD G SF ; 14 ROAD F - STA 145+ 1 2.OG ROAD E - STA 125+ 12.OG I G R-23 ROAD I - STA 190+00.00 ROAD F I �� 99TH AVE. R-23 CE ROAD I - STA 194+70.57 a DIVISIONS 514 6 I Q Q 99TH WAY .0 . O ~it i � � �I FUTURE DIVISIONS 5 � 6 I OOTH AVE.; � Q ROAD E I O 23 O'� I ^ w 1 I I LoN � i � 2411 � G M i, S288 ? 50 � � � � � � �. � � 7 2 � C � � a � �� 4 2-11-3 242 RO,gO C EET K_ t o TAHOMA BLVD. I 9A r I � �I.9 N \`- r i .m �.A.,p...v :° ::�. «w:,. :�:�/..�, ;� . _. .. '�:' �a: DIVI I I FUTURE TAHOMA TERRA 28 -1 II I �• p. � � � � � � ■ FUTUf�E \` -�'N p / i NS 7 4 8(I MULTI-FAMILY ,-- - � .- -- � MASTER COMMUNITY mmmm /I� �I+ 5 GIs S S jOPEN _. ALLEY I I 90 . _ __. _ 91+00 00 -W- - -� -' _ _ �, 11.6 KEY MAP N.T.S. 5EC.2 17N, R I , .M. OPEN. SCALE: 1 =50 FEET I - E W no re 1 J3 1 \ 1 2 , .'.v: . a... :.':.. •:. '.:y y v: -a - - - _�, '' -a-'�-a ' -' - - 0 25 50 100 7 STEP SEWER FITTI NG TABLE I O Z I I I __�. � TYPE STATION OFFSET MISC. .,31 a , 1 5 1 1 5 ' 1 5 3 154 15 5 ►� ' 1..56 1 5 7 158 1 91 I a 4 I o IN I I I I I G 1 - 45 BEND 145+ 1 1 .98 5.0 RT THRUST BLOCKING +- �' I I o I e - A I I 1/� 1 I �< I 19 END OF LINE CLEAN-OUT 190+37.57 5.0 LT THRUST BLOCKING 28 28 19A I - 2" GATE VALVE 194+00.00 5.0' LT ROAD 1 8'G-'►�28' 5G R/W 19B R I - 2" AIR RELEASE ASSEMBLY 194+40.00 28.0' LT ROAD E 20 I - 450 BEND 194+60.57 5.0' LT THRUST BLOCKING 20 ROAD D F SEE DWG 5-8 R-24 STEP SEWER SERVICE BOX SCHEDULE LOT # STATION OFFSET TYPE 151 -152 190+80.68 2 1 .0' RT DOUBLE 1 53-1 54 191 +70.69 2 1 .0' RT DOUBLE 155 192+40.00 21 .0' RT SINGLE 15G 192+63.70 14.0' RT SINGLE 1 57-1 58 193+40.71 14.0' RT DOUBLE 159 194+30.32 14.0' RT SINGLE 250 190+45.00 14.0' LT SINGLE 400 400 _'45-249 191 +05.86 14.0' LT DOUBLE VPI5TA: 190 39.00 2/1 247 191 +77.87 14.0' LT DOUBLE VPI ELV: 372.22 24 192+46.87 14.0' LT SINGLE LOW POINT 5TA: 90+34.81 244 192+62.87 I G.O' LT SINGLE W POINT ELV 372.56 2-112-243 193+39.88 2 I .0' LT DOUBLE 390 GO. C u? 390 2,11 194+30.32 2I .0' LT SINGLE O03 m 6 N VPI 5 A: 191 + 19.00 + t\ LO NOTE: O+ �m VP ELV: 374.34 1 . OFFSET TO CENTER OF SERVICE BOX O � 11IGH POINT STA: 191 +C9.00 _ O N 2. SERVICE STUBS EXTEND 1 ' BEYOND R/W LINE TYPICAL 385 w HIGH P INT ELV: 375.04 Q + +OLn oo.00 vc ►- N _ � Lf.) 385 _ _ O LO U� > 6 O S m 6 L6 FINISHED GRADE V p II p II 11 O O § UIr U � CD m oCQ � Q> O N + m + w` II C3Jc (-4'c w LU O 380 + w EXIS ING GROUND 380 U kQ p IIO II II u -- 2010,-2% I % I C�cn C�-Icf� 375 _--- ---- 2"5D 375 6 -_ - 1 2"5D f 1 2°io 2% 2 65010 I A 198 20 370 370 L423 LP,2" 55 365 151-91 365 3G0 3GO O U LO Ln Ln m c0 O ctJ O in O N (` Ln Ln 00 355 1355 HORIZONTAL CONTROL: 190+00 190+50 19 1 +00 19 1 +50 192+00 192+50 193+00 193+50 194+00 194+50 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN NGVD 29 ROAD I PER THURSTON THURSTON COUNTY HIGH PRECISION NETWORK COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY �- NLA TWT CALL 48 HOURS ,�� oA• A� TAHOMA TERRA DIVISIONS 3 & 4 / TTPH3 -8, LLC CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY APPROVED BY � YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG BEFORE YOU DIG � DRAWING NO. Con CDP/TWT MRS sul Ling Engineers 1-800-424-5555 1-800-424-5555 4200 6th Avenue, Suite 309 APPRO ED FOR CONSTRUCTION 4/6;007 Lacey, Washington 98503 �i1n STEP SEWER SYSTEM IMPROVEMENTS BY: DATE: 1 S'9 E S" o SCALE: (360) 292-7230 Fax (360) 292-7231 101>f�L x-1'07 VELOPMENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED F sXP= 02/97/09 ROAD I APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 53 OF 59 STATIONS 190+00.00 TO 194+70.57 SEC . 24, T17N, ME , W. M. 0 ROAD D ROAD G 15 ROAD F - STA 147+G(5.08 ��s�4 R-23 ROAD J - TA 200+00.00 2 I 1 7 ROAD J - ST I I / AD If R-24 ROAD 1- R-23 A 204+70.57 I Ro F I RO v� 99TH AVE. 5G' RNV SEE DWG S-8 a; I FUTURE ! � , 28 28 5G' R/W DIVISIONS s4 6 o j o m 99TH WAY 28' 28' j o j j o I ° FI {{ FUTURE DIVISIONS 5 G 1 00TH AVE. ' I \i\ t RO i E t tI r Q6 150 14 148 147 146 z I � 5 14 I ' � t--- - --- - 4 I43 I42 , I y° a 41 w 1 G 3 _._. ; ._. _ 1 NAM, +T'=" i- ��\ s r� ._..._. -.____ -_.___. r 1 1 I - - - - / J I / i TAHOMA BLVD. 7 I � � � N- � ��- � - - - - -.� - - - - - - - - -' / � •I I F101 > ♦ � � ,` h N � _ _ � � , • FUTURE TAHOMA TERRA I v _. e u 9 4 < a r; m m m j FUTURE __:: -- ,dry _ _: -: - *_ - - - -- - a. 1 G4 % MULTI-FAMILY -_, � �,. • _: .. ,•.•, �� / >� I I � N�� DIVISIONS''7#8 II � u � - } _ D 1 1 CJ S $� SAP STEP COMMUNITY MASTER PLANNED ____ NJ _-.. ___ 2 o _ _ o , ,_.__ __ �,_ _ _ _ 1__ . --__. ___ _ _ 200 • - -- _ - =1 KEY MAP I a: . - ET I-goo 11-4 4: SEC 2 17 R I W.M.� I $Cle►�E' � 0 FE 4, T N, E, 1H' •� NTS 4 r pF .. - _ - ____ . __-_I__ _-$ _ - - - - - - - - - - - _ I I 25 50 100 2 �7 z Q•I �a ` + I ° STEP SEWER FITTING TABLE 1 1 4 1 140 139 138 8 1 3 / � 13 G 135 5 1 3 4 1 3� �, I ' I I I G G ! e I .- `n TYPE STATION OFFSET M ISC. - - _.__ . e ? / J I ' I / I I a ' ;I 1 I O I - G" CAP 100+93.88 5.0' RT THRUST BLOCKING } ` I2I `, Ira 4 I e I a. I I I I - G" TEE 101 +36.88 5.0' RT THRUST BLOCKING YYY111 17 1 - 2" X 2" X 2"TEE 147+63.01 5.0' RT THRUST BLOCKING ROAD J 28'28' 2 - 2" GATE VALVES Ct 5G' RAW ROAD K o ROAD D - STA 10 I +41 .88 1 2 ROAD D 2 1 END OF LINE CLEAN-OUT 200+77.50 5.0' LT CE ROAD K - STA 2 10+00.00 R-23 22 END OF LINE CLEAN-OUT 21 1 + 19.40 5.0' LT SEE DWG S-G STEP SEWER SERVICE BOX 5CHEDULE LOT # STATION OFFSET TYPE 140-141 200+80.68 14.0' RT DOUBLE 138-139 201 +70.69 14.0' RT DOUBLE 137 202+40.00 14.0' RT SINGLE 13G 202+63.70 14.0' RT SINGLE 134-135 203+40.71 14.0' RT DOUBLE 133 204+30.32 14.0' RT SINGLE 400 400 390 O 390 149-150 200+79.85 25.75' LT DOUBLE 147-148 201 +69.86 25.75' LT DOUBLE I ELV: 370.94 0+ VPI ELV: 3 1 .70 0 0 14G 202+46.87 25.75' LT SINGLE LO POINT STA: 00+38.36 LOW.POINT STA: I 0+28. 14 W POINT ELV 371 .25 Z 145 202+62.87 25.75' LT SINGLE it 390 60.00' C OW POINT 60 00 372. I3 p � 143-144 203+39.88 25.75' LT DOUBLE O o 390 c _C - BLE m _ 385 O O O "j� 385 142 204+30.32 25.75' LT SINGLE O O •• I` - L(.0I,-0 NOTE: om � � ON w ' [� 0 °� 0 J O N c j _ 2.OSERVICE 05 STUBS EXTEND ER BEYOND D M LINE TYPICAL 385 o ° o In 0 385 380 co N Q Q >°zQ � 380 4.1 U 6) tL > > - -I- -}- + � v Lt,- � O � -N �U L /� O O O p0p �r � N moot" > N Oil pllp i 380 O �N N FINISHED G DE u� m it p II jj Q Q> m � H � H� - 380 375 Q n ciw �' ° 3 375 � O w [�- o p O C) N� ,� EXISTING GROUND // EXISTIN GROUND II Q Ilm Q C O w FINISHE GRADE Oil 62/ ED m m - - -- 2% / 375 n c�nw w u .30 2% -2% 375 370 370 c� w '-�- '' 125D / 12"5) go-0110 I 22 370 12"SD I '8"WM 2% 2% 370 365 I I 134 LF, " ss 365 388 F,2" 55 365 21 365 360 3G 0 360 360 355 355 O L9 �t - L9 I11 N ° N N O m ° - N O � 355 c ci ci ci m r N N ni N� m m m m m m m m �`? m m m m 355 350 m 350 HORIZONTAL CONTROL: 200+00 200+50 201 +00 201 +50 202+00 202+50 203+00 203+50 204+00 204+50 2 10+00 2 10+50 21 1700 WASHINGTON STATE PLANE, SOUTH VERTICAL DATUM ZONE PER TCHPN ROAD J NGVD 29 ROAD K THURSTON COUNTY HIGH PER THURSTON PRECISION NETWORK HORZ. - 1" = 50' VERT. - 1" = 5' COUNTY HIGH HORZ. - 1" = 50' VERT. - 1" = 5' PRECISION NETWORK DRAWN BY DESIGNED BY NLA TWT CALL 48 HOURS ��4�og Af TAHOMA TERRA DIVISIONS 3 & 4 TTPH3- 8, LLC CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY APPROVED BY BEFORE YOU DIG • YELK WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N0. CDP/TWT MRS i Consulting Engineers 1-800-424-5555 DATE I-800-424-5555 4200 6th Avenue, Suite 309 APPROV D F STEP SEWER SYSTEM IMPROVEMENTS OR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 '�tai4��' Qir,�s� � DATE: S' i a`7 smi O �MIAL .a 7 BY: SCALE: 0360) 292-7230 FQX 0360) 292-7231 s 2 ELOPMEN NO. DATE BY CHID. APPR. REVISION J 0 B No. : 406030.04 AS NOTED sMM 02/97/oq ROAD J T REVIEW ENGINEER STATIONS 200+00.00 TO 200+70.57 APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 54 OF 59 SEC . 24, T17N, R1E , W.M. ai ROAD D 6 I ROAD G I j ROAD F � 99TH AVE. FUTURE! 99TH WAY DIVISIONS 516 G p p Q Q p QI >! ROAD E ROAD E j � � � ° I ° I ° t .0e � STA.= 125+ 1 2.06 ,�2� ROAD B � � I OOTH AVE. ��0 SEE DWG.R-I O SEE DWG.S-I �, o w.__t 1 ri ' - -F - -+- - FG 125+00 12G+00 127+00 8 128+0 129+00 I o+oo I I ROgp 5TR EET FP 3 /4 I I C _ TARO o. -� - - - - - - - - - - - - - - - - - - - \ I MA BLVD. l I A FUTURE PAVEME T GRADE SCALE. 1 =50 FEET i � FUTURE TIHFOMA TERRA R-1 9 3 F,o� I ' J I I HINGELI l I i DI0510N5 7 6 8 ' MASTER PLANNED l 2 1 13 1 1 4 1 15 1 1 6 1 17 1 16 1 19 120 1 2 1 122 1 2 3 124 1 0 25 50 ,oo COMMUNITY KEY MAP �>� I 312? �� I -LEY I I i � �' 5. SEC.24, T 17N, R I E, W.M. � � I I g'� �e Q � .o �� STA = 230+22.06 N LL_1 N ROAD B o 'er - - - - - - - - - - - - - - - - - - - - - - - -a o i 5TA.=35+76.20 _ I N 22 226+00 227+d0 _ 28+00 229+00 • - - - - - - -o - -� i ► STEP SEWER 5CHEDULE STEP SEWER FITTING TABLE FL WLINE °� / LOT # STATION OFFSET TYPE TYPE STATION OFFSET MISC. w F�' _ I 99 100 229+25.00 I I I 1 10 109 108 107 1 OG 105 104 103 102 101 100 99 / %' i 2.5 RT DOUBLE �� END OF LINE CLEAN-OUT 225+45.73 O.O' LT/RT ° ° 101 -102 229+57.00 12.5' RT DOUBLE C� I - G" X 2" X G"TEE 33+76.28 5.0' LT THRUST BLOCKING O // f.,. 103- 104 227+89.00 12.5' RT DOUBLE I - G" GATE VALVE I x 105-1 OG 227+21 .00 12.5' RT DOUBLE I - 2" GATE VALVE CONTRACTOR SHALL INSTALL 4G4LF, 2" PVC C900 107- 108 22G+53.00 12.5' RT DOUBLE STEP SEWER A MINIMUM OF 5.0' BELOW FINISH GRADE n)�� 109- 1 10 225+85.00 1 2.5' RT DOUBLE AND MAINTAIN I .5' SEPERATION FROM BOTTOM OF I 1 1 225+48.00 12.5' RT SINGLE STORM DRAIN SYSTEM TO TOP OF SEWER STEP PIPE. 1 12 225+G 1 .87 12.5' LT SINGLE 1 13-1 14 22G+03.87 12.5' LT DOUBLE 1 15-1 1 G 22G+71 -87 12.5' LT DOUBLE 1 17-1 18 227+39.87 12.5' LT DOUBLE 1 1 9-1 20 22(5+07.87 12.5' LT DOUBLE W 121 -122 228+75.87 1 2.5' LT DOUBLE 395 Z 1 23-1 24 229+48.87 1 2.5' LT DOUBLE O Z 395 NOTE: OFFSET TO CENTER OF METER BOX oO rn Z F- 390 Z N ry 11 390 mZ ~ O C/) 385 U PI ELV: 372.3 385 VALUE: 33.43 VPI STA: 27+55.74 50.00' VC VPI EL : 370.98 K VALUE: 41 .24 380 l O N 50. o' VC ON ON d O -- tn 380 + ch + ch - c`tv ? N Ln C;J PINI5HED BADE co r � N w N w + m + m m t` I � � � � Nw Nw m U 375 EX15 ING GROUND Q Q) Q N ON m Ln 375 II -2.0 U _ + > > cn O +<D -0.50% < . U N < cm m _- � II II II 370 - --- _--- _- m Q Q Q> __j 370 Uj w I �- % A 3G5 l4G4 LF,2" 55 18"SD 360 360 355 m m m m o m o - m o ° m 3 5 5 224+50 225 +00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50231 +00 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, SOUTH ALLEY 1 VERTICAL DATUM ZONE PER TCHPN NGVD 29 HORZ. - 1 50' VERT. - 1 PER THURSTON THURSTON COUNTY HIGH " = " = 5' COUNTY HIGH PRECISION NETWORK PRECISION NETWORK DRAWN BY DESIGNED BY NLA TWT CALL 48 HOURS TAHOMA TERRA DIVISIONS 3 & 4 TTPH3 -8 LLC CALL UNDERGROUND LOCATE TWO SHEET CHECKED T APPROVED BY BEFORE YOU DIG �, YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG CDP/TWT MRS Consulting Engineers DRAWING NO. 1-800-424-5555 1-800-424-5555 DATE 4200 6th Avenue, Suite 309 S 11 4/6/2007 Lacey, Washington 98503 APPROVE FOR CONSTRUCTION t>� � SCALE: (360) 292-7230 Fax (360) 292-7231 l �°` ��07 ALLEY 1 STEP SEWER DESIGN BY. DATE: S`�ir ) N0. DATE BY CHD. APPR. REVISION � 0 B No. : 406030.04 �" VELOPMENT REVIEW ENGINEER AS NOTED APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 55 OF SEC . 24, T17N, ME , W.M. LID - •MIDSTATES BCF-1416 W/ 1.5" GENERAL NOTES (WATER MAIN INSTALLATION) APPROVED METER BOX HOLE FOR TOUCH READ (_ 19 1/2" ti LID - •MIDSTATES BCFH RE W/ 1.5" BOX- •MIDSTATES BCF-14168 r = z-' o:_ ° 00 0 1 . ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM HOLE FOR TOUCH READ *OR PRE APPROVED EQUAL METER BOX � � J Q s ►-d � Z I �•� O BOX- •MIDSTATES BCF-14168 SERVICE SADDLE a a a.O o. .-N-.2 Cp o STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON ► ROMAC 202S OR 24 7 8" 14" a w °w O W� LLB OR PRE APPROVED EQUAL W V1 -� a z o �- w-�O (/) o LO ROCKWELL 313 0 = 0 o Vt c� Y 5 > STANDARD SPECIFICATIONS FOR. ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. Z II a CK W W °Z V1 .I SERVICE SADDLE < SINGLE METER _1 t� a � W z - _�> o° °a to �O Q W J cn o p N I J Q o 2. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM. ROMAC 202S OR a 1" x t" FORD PACK JOINT OR GRIP BOX PLACEMENT o: 1 a '-ix ;=0 �-0 METER BOX �' 12" MAX. PROPERTY p Q a <w m- w ° O ROCKWELL S F CORPORATION STOP O a to w W U w PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR 3 I O 2% SLOPE TO BOX LINE IW- W J N N a 0 a >w a J 0 ` ' A PRECON5TRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, 1" POLYETHYLENE LINE '�q 48 TO CENTER OF BOX �= a p� Z CX o: p ix W m LIJ a 1"x 1" FORD GRiP JOINT 1 m W J o 000 WOO O z (n 0 REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE ,W CORPORATION STOP TYPE >! n :•;::o..i•.:::•:•::'•:•:•'.•.•.v.•.•'.:'.•:.'.•:.:'•. O > O z V W w N 4 D: �- p.•.:. ,.::.:•;...;.:.;.:. Q >- Q v PUBLIC WORKS DEPARTMENT AT (3GO) 458-84 10 TO SCHEDULE THE MEETING, THE 3 F8 11oi o, :a 2- > ° ° _j o W 0 Q � o CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING. a °_ W o W BALL VALVE (CURB STOP) O 12" > W W U O WITH PACK JOINT ?.; ? 'a::':,;:• '? O 2 J W p 3 �_ J N O 14•. °.'•."•.,•>.•.,•.,. m 3 m a iv Q W 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CHLORIDE III I I IL W 00 \ w (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1 120, PVC 1220, OR 1" PLASTIC LINE (USE 200 PSi 1" 2oopsi w `� > N a 0 � � w cn PVC 2 120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN SDR) OF METER 12" P.E. PIPE 12" a a o a 3 N a a ° w 2 1 , AND MEET THE REQUIREMENTS OF THE STANDARD DIMENSION RATIO W5DOT PHILLIPS ORISCO PIPE 5100 I > STANDARD SPECIFICATIONS SECTION 9-30. 1 (5)B. POLYVINYL CHLORIDE P IIj POLYETHYLENE PIPE) METER W ( VC) PIPE {4 cHECK vALVE U ' a ° o c o. THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLA55 150 191/2" z ° w W 2 WALL THICKNESS EQUAL TO OR GREATER THAN THE 5DR OF 18, AND MEET THE 2X SLOPE TO BOX 2� SLOPE TO Box CHECK VALVE V Z ``' c� go c W REQUIREMENTS OF W5DOT STANDARD SPECIFICATION5 SECTION 0-30. 1 (5)A. 48" TO CENTER OF BOX ( 24 7/8" ( ao� zd m v� a °za = POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE METER BOX 1 N y W z vi O a.<W�' o REQUIREMENTS OF AWWA C905 WALL THICKNESS EQUAL TO OR LESS THAN THE SDR ° o. . . 'NIN "9£ N a w aW.aa-a z x W w�3 CURB CURB a Z o. W v 1 ;P UL o OF 1 8. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C 1 5 1 CLA55 50 OR a METER t PROPERTY - -�In W z z 0 V • a0 LINE °0 W a w�,,� W �, mZ Q GREATER, AND SHALL BE I/I G-INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH 12" v a b 12" °---- METER BOX CENTERED > F- >W= > ° ON EXTENDED LOT LINE N�' a W g NS2 00 3 OX ANSI/AWWA C 104/A21 ,4-90, AND MEET THE REQUIREMENTS OF W5DOT STANDARD DUAL METER zz a 0 o N °V) W OZ o a 5PECIFICATION5 SECTION 9-30.2.(1). SIX-INCH FIRE HYDRANT SPOOLS SHALL BE n . . . . . p. . . . >;a ozW ya Lj 3 m a�W CLA55 52. 14 O GAUGE INSULATED COPPER BOX PLACEMENT a = a 2 N�o a �, W W SW m W TONING WIRE WRAPPED CD AROUND THE PIPE (SEE 2X SLOPE TO BOX °Uj� Q N`� I K� z Y % c Vp Q a 4. GATE VALVES SHALL BE RESILIENT WEDGE, NR5 (NON RISING STEM) WITH O-RINGS GENERAL NOTES N0. 7) 12" 4 TO CENTER OF BOX V► 3 .- N tnt- o 0 mW 0= SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES. VALVES SHALL 14 GAUGE INSULATED COPPER 12" a 0 W z TONING WIRE WRAPPED AROUND THE 1" x 1" FORD PACK JOINT :,..,�..,;• •..•...•r, :, ' :• Z t z m w w m rn PiPE (SEE GENERAL NOTES NO. 7) I CORPORATION STOP TYPE FB 11 p•'. v...•..:.'••;.'.:..:.. :••.,••. G z o O �r z a CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M t H, KENNEDY, CLOW .a,..•,. W W W Q 12" m o go xa 7 to R/W OR WATEROU5 SERIES 500. EXISTING VALVES TO BE OPERATED BY CITY M o W 1" PLASTIC LINE (USE 200 / / " v ° W y 0 to 'o W z EMPLOYEES ONLY. FORD BH 72-15W 5 8"x 3 4 v... '.'. .. .' '. z O 0 w W FORD 861-444-G, GRIP FORD VS 72-15W 5/8"x 3/4" t PSI PHILLIPS DRISCO PIPE COPPER METER SETTER WITH °'' '' ''�'' '•' a �.t O 0 OO > a �-3 W Oz Q Q>Q 221/2 JOINT BY LP THREADS. COPPER METER SETTER WITH 22/z 5100 POLYETHYLENE PIPE) CHECK VALVE, UNION NUT a a H _ t--3= 5. HYDRANTS SHALL BEM H RELIANT STYLE 929 OR 1 29 MUELLER CENTURION, OR CHECK VALVE AND UNION AND SWIVEL FOR CONNECTING a° --- >- o "� 1" MALE ADAPTER NUT AND SWIVEL FOR 1" IRON PIPE 1" 200ps1 v0X �0 W Vf FORD 861-555 BALL VALVE 12" p,E. PIPE a 12" m 0 a W a zo O�. CLOW MEDALLION. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM 15 APPROVED. 314" X I- X 12" BELL CONNECTING 1" IRON PIPE OR I WITH PACK JOINT & FEMALE FORD U88-43 BRANCH PIECE, OR EQUAL a �' W tN- W x = Y Z a r REDUCER. EQUAL I.P. THREADS 7 11r WITH MALE I.P. INLET AND COUPLING a 0 W to 0 W W v a-N z SERVICE SADDLE FOR CONNECTIONS TO METER SETTER o H J a 0 O �q W Z W z G. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE CITY OF YELM WASHINGTON CITY OF YELM, WASHINGTON CITY OF YELM, WASHINGTON N W W W O W m o w o z x >� 3 `�`0 W o REFERENCED SPECIFICATION (NOTE 1). 1"x I" FORD GRiP DEPT.OF PUBLIC WORKS DEPT.OF PUBLIC WORKS DEPT. OF PUBLIC WORKS w > Y °m o~ ►W-''a JOINT CORPORATION NOTES: > �Z ao a �� W�F� 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE STOP TYPE FB 1101 5/8" SINGLE 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL 5�8 DUAL 0 D 'L W W� N j-,,a R o INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PACK JOINTS AND GRIP. TYPICAL METER o << Q a Qa W o W Z Q PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER SERVICE SADDLE METER SERVICE METER SERVICE 0 w 0 0 0 > W '� a cam-� 2-INCH-WIDE MINIMUM, WHICH CAN BE DETECTED BYASTANDARD M NOTES: 2. ALL SERVICE SADDLES SHALL HAVE RUBBER PLACEMENT METAL DETECTOR. 1. STAINLESS STEEL INSERTS GASKET AND I.P. THREADS. 0 APPROVED Dares NO. APPROVED F a „bZ a p 30 NO vi o W W a 3 3-j� TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL, IN ADDITION TO TRACER TAPE, REQUIRED FOR ALL PACK JOINTS DWCiNO, APPROVED Dyydpp 3 > a M!` m z W Q xW = e=go INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" AND GRIP. 6 C Q `t p -' a `� 3a F- ern m 3 SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED 2. ALL SERVICE SADDLES SHALL AND PUBLIC WORKS DIRECTOR DATE 6- 1 PUBLIC WORKS DIRECTOR DATE 6-2 PUBLIC WORKS DIRECTOR DATE 6-6 O W ° �r Z W N M Y ,o FITTINGS SHALL HAVE I.P. THREADS. DES. DYIM. CKD: DATE DES. DWW. CKD. DATE ° x a W W m-j o, OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR _j cr Es JEG JEG 5/2005 Es JEG JEG 5/2005 orb cKD DATE W < a o i CL M I >_ SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR ES JEG JEG 5/2005 Q >2 0 W " SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 12" 9. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN #4 REBAR TO MEET BROOK SERIES 36 CONCRETE-RECESSED HANDLE TYPE p operating ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. To view o eratin nut I I v Y ..,,;.• .r::,.:,.. ...:"': ',:?:-'• •�.'• ••'• I COVER 4,. ASTM A615 GRADE ! [-Limits of payment 4-- P Y 10. ALL SERVICE LINE LOCATION 60 FY=6000PSI ,�:.;�,. ..T :r• :,+•..-'S';`:;; " r 4 MIN. o S SHALL ALL BE MARKED ON THE FACE OF `'` THE CURB WITH INLAND FOUNDRY 248 Paint Hydrant Weather shield AN EMBO55ED "W" 1/4 INCH INTO CONCRETE. "" 6 3 4 VALVE BOX WITH YELM CLASS 3000 10' Sun Yellow High 8 3/4' WATER" CAST IN LID "f '+" CONCRETE PAD Grade Enamelg Bonnet COMMERCIAL CONCRETE :.t`; �::`°i'i`. ' ' '�''' '- ° ' 3' 4" SCHEDULE 40 STEEL OR W # 13312 1 1 . CALL UNDERGROUND LOCATE AT 1 -600-424-5555 A MINIMUM OF 48 HOURS "'`''' REINFORCED CONCRETE MARKER 2 1/2"Hose connection PRIOR TO ANY EXCAVATIONS. PAD - 8' x 3' x 4" 1'`: ? '•.'.;::{::;;z ' POST STAMPED WITH "1N" AND with threads YDRANT OFFSET (IF OUTSIDE PAVED `� : • '.:'r` � + SECTION ads ROADWAY) ": .5'�.';. :::.•�;. ..•..,;?:•;; . '•° ��'tr DISTANCE TO VALVE 3' 1 t.y..' •'.',.' r 4 /2" Steamer connection 12. THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. with, NST threads See valve box and WHERE CONNECTIONS REQUIRE "FIELD VERIFI " FINISHED GRADE CATION CONNECTION.`�.•.•"'' • •''•""-' "'•''•"'''"' '` ` • '"�`' `"•!" '" POST TO RECEIVE ONE PRIME TION POINTS WILL si11;3: I:.:::;>;:= .. . & 5 t r a L BE COAT AND TWO COATS OUTDOOR i P valve stem detail- EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 4 '� <......:::::. .,:,:.:s.,,.•: , ,:..::.„.,•.,,: '<•;•::>:�'•;T::��~`<<'' i�� .c. S o z adapter 1.5' S'-0" 1.5' 6" '"' ' ' • ' F�� W-24!' Style S-37 w/SC cap 6-11 8 HOURS PRIOR TO PAVEMENT 6" MIN. METER OUTSIDE PAVED AREA i i OIL BASE ENAMEL TO MATCH 4» e` 1DISTRIBUTING SHUT-DOWN NOTICES. HYDRAULIC COLOR , , , , , _ Ground BOX TRACER WIRE E v� :.p. . .'.Q..., 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE 15 NOT INSTALLED, a''' ' :..: THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO -'��-'�-�-- .; .'••.:: ,, •'�: :...:, ... • .'. -F-6" SDR 21 PVC PIPE .•'.'.':.•�/ 2' . • SEAL WITH AR4000W � TRNC FLOW 250 N N M CONFORMING TO ASTM CEMENT CONCRETE CLASS 300 s T Stand i e CONNECTION. IF AN EXISTING VALVE FAIL5 TO PA55 THE TEST, THE CONTRACTOR RURANT TF250 4I ;.:.:• •::•...:D.:: j suit P P SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO WATER CONNECTION ACp o 3034. RISER PIPE TO BE _L `y. .':'.D. trench 6" Flanged fire CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. SHOWN ON THESE HYDRANT OR I� 1.0'►I CSTC � � 0 PLUMB AND CENTERED depth 3' Minimum hydrant tee APPROVED EQUAL I I OVER VALVE STEM. PLANS AND BEFORE ACCEPTANCE OF ALL ITEMS VALVE BOX F 1 4" 1' Each Pipa Joint 6" " WITH COVER :?;:•`:: ::.:e.';::•::''::':• ;z`;:::•:*:?;:?;:b.`;'•` a _ 42 N. COVER :.•:;;..•::•: >::'.: z I SEE NOTE 1. ;.;; ::•::'•:;:'":.,. :':'•::' :'•::;:. ::.:;' W #1106 EBAA Iron, a.'.', ° e g" Inc. Megalug 14. AFTER COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH 2" DIA. BRASS 5 -0.. v 3 SIDE FRONT LIST" PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO DUCTILE - 36" MIN. BALLAST- w M VALVE STEM RISER - BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALL BE COMPLETED COMMERCIAL CONCRETE IRON PIPE REQUIRED WHEN MAX. VALVE MARKER POST *.:.:•:.: TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM THRUST BLOCK " 0.5 CONCRETE CL 3000- 36" IS EXCEEDED ;•'. ::•':; -6" Class 52 ductile iron AND PROVISION OF SANITARY SEWER SERVICE. 2 THREADED (LENGTH VARIES) pipe cut to length CAP WITH 2" I.P. FLANGE (TYP) INSIDE PAVED ROADWAY 4" DIA. 6" DIA. FOR HYDRANTS LOCATED IN 6" gate valve, FL X MJ 15, A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER THREADED TAP COMMERCIAL LOADING ZONES) See note below SPECIFICATIONS AND DETAILS SHALL BE ON51TE DURING CONSTRUCTION. SWING JOINT AT I :•, ::. ,...: BASE OF HYDRANT Varies 4" DIAMETER SCHEDULE 4'x8"x16" concrete block I G. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S .............:b. 2 DIA. BRASS TRENCH BOTTOM ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE :........:......:. NOTE: ...;;;...;.,:::::..:::::. 20 STEEL POST FILLED y rant shoe WITH CONCRETE NOTE: CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE j ...................., .: .,: ...,.� ALL VALVES MUST HAVE 14 GUAGE INSULATED BacHyd to top of drain ring housing COPPER TRACER WIRE TIED OFF AT VALVE BODY, 1. LOCATE POSTS 3' FROM HYDRANT Plastic barrier between PLANS. " .• GATE VALVE SHOWN-SIMILAR 3 bolts with 2' washed rock as shown DO NOT BLOCK HYDRANT PORTS thrust block and tee �• •••• • • •• •• •••••� ••••• " ' "' """" """""""""""' EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATION REQUIRED FOR 6' x 6' sheet of 11 mil, plastic or con-- •: f 2. PIPE TO RECEIVE ONE PRIME COAT struction fabric, covering 2" washed rock EXTENDED ONE FOOT TOP OF VALVE BOX. BUTTERFLY VALVES. 2" GATE VALVE SHALL BE EQU PIPE BEDDING TO AND TWO COATS OUTDOOR OIL BASE Concrete thrust block 2" ABOVE PIPE VALVE STEM EXTENSION LEGEND ENAMEL (SAME COLOR AS HYDRANT- Notes cast-in-place against WITH 2" SQUARE M & H STYLE THRUST SEE DETAIL 6-8) fitting only 4067 OR OPERATING NUT UNDISTURBED BLOCK � VALVE OPERATING NUT OR 1 7/8" ' ' ' 1. Hydrants shall be located in COUNTER CLOCKWISE OPENING EARTH accordance with Section 6.060. in ( ) X 1 7/8" X 2" HIGH GRADE STEEL \ a...;'•.. SEE NOTE 2. CRY WELDED TO RISER SHAFT. WASHINGTON CRY OF YELM, WASHINGTON :' �1 2' in addition, a minimum three foot 1. VALVE BOX AND COVER SHALL BE PER DEPT.OF PUBLIC WORKS © 3/16" Thk X 5 1/5' DIA STEEL DEPT. OF PUBLIC WORKS :e:. o•': CITY OF YELM, WASHINGTON radius unobstructed working area shall CITY OF YELM, WASHINGTON CEMENT CONCRETE DEFT. OF PUBLIC WORKS be provided around all hydrants. DEPT. OF PUBLIC WORKS YELM VALVE BOX DETAIL 6-11. GUIDE PLATE WELDED TO RISER .:' •��•�•: ..:'•:p'. P y STANDARD CLASS 3000 SHAFT. VALVE MARKER POST & 2. Hydrant shall be Dresser M & H 2. WATERMAINS WHICH WILL BE EXTENDED 2" B LO WO F F ASSEMBLY Q 2"X2"X 3/16" SQUARE STRUCTURAL Reliant style 929 or Clow Medallion. IN THE FUTURE, THE VALVE WHICH STEEL TUBING TO FIT OPERATING VALVE BOX 1' FIRE HYDRANT OPERATES THE BLOWOFF ASSEMBLY SHALL HYDRANT BOLLARD DETAIL NO NUT. LENGTH AS REQUIRED. 3. Gate valves shall be resilient wedge BE THE SAME SIZE AND INSTALLED ON APPROVED DWQ NO. APPROVED DWQ NO NRS with O-ring seals. Valve ends shall APPROVED THE MAINLINE AND PROVIDED WITH A DWQ NO CONCRETE THRUST BLOCK. PUBLIC WORKS DIRECTOR DATE 6-9 - HYDRANT BOLLARD be Mechanical joint by ANSI flanges. ALL WELDS TO SHAFT SHALL BE 1/4" PUBLIC WORKS DIRECTOR DATE 6- 1 1 PUBLIC WORKS DIRECTOR DATE 6- 12 Valves shall conform to AWWA 509-80. PUBLIC WORKS DIRECTOR DATE 6-7 DES DWN C1(D. DATE FILLET WELD ALL AROUND, DEB, DWK qKp DATE Valves shall be Mueller M&H, Kennedy, DES DWN CKD. DATE Clow R/W or Waterous Series 500. DEB DWN. CKD. PATE ES JEG JEG 5/2005 ES JEG JEG 5/2005 ES JEG JEG 6/2005 ES JEG JEG t$/QQ�j DRAWN BY DESIGNED BY NLA TWT CALL 48 HOURS �4�tg' �8� TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8 LLC CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY APPROVED BY BEFORE YOU DIG • `~ YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N0. CDP/TWT MRS Consul ting Engineers ---' 1-800-424-5555 1-800-424-5555 DATE 4200 6th Avenue, Suite 309 � APPROVED FOR CONSTRUCTION 4/6/2007 Lacey, Washington 98503 ;1° ' _ ( �t - (360) 292-7230 Fax (360) 292-7231 l�� k-`� UTILITY DETAILS BY' DATE: �G U I SCALE: tSEVELOP ENT REVIEW ENGINEER N0. DATE BY CHD. APPR. REVISION J O B No. : 406030.04 AS NOTED ol�/xr/aq APPROVA PIPES ONE YEAR AFTER APPROVAL DATE: 56 OF 59 SEC . 249 T17N, RlE , W.M. GENERAL NOTES (STEP SEWER MAIN INSTALLATION) RESTORATION SURFACE 1 . ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO I x D 6" 8° UNDER THE PROPOSED FINISHED 5UBGRADE. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE FINISH GRADE �x � � .ti} ,, ,, ,.. )�( OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE DIRECT-BURY RATED COPPER WIRE WRAPPED (, Z AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED Off AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR F-77' w 77 .�77 T 0 W :3 F TOP VIEW w LAJ LU APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. 2 z BACKFILL SEE =) z) V) 0 TOP �IEW TOP VIEW 2 (n RESTORATION TABLE z w Uj w 5; 2. ALL BURIED POWER FOR STEP 5Y5TEM5 SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED :2 Fr @ (x MAINTAIN SIDE WYE 12 0 SLOPE AS STEEP ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE BACKING 00 0: AS POSSIBLE to 5 - =) MARKED "POWER". TAPE SHALL BE f URN15HED BY CONTRACTOR. 1" AIR RELEASE VALVE OR I kl� W SEWER LINE 2" COMBINATION AIR RELEASE VALVE & VACUUM VALVE CL PIPE BEDDING FOR FLEXIBLE PIPE 21"0 RIBBED PVC RISER 3. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE-REFERENCED 10 W/ BOLT ON FIBERGLASS SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1 .) IN ADDITION, ALL STEP MAINS SHALL BE LID By ORENCO OR EQUAL 2"' RIGID FINISH GRADE SHALL SIDE VIEW 1/4- IN-;I 11 ATInN BE WITHIN 1 PIGGED/CLEANED IN THE PRESENCE Of THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. PIPE O.D. CARBON FILTER SIDE VIEW OF TOP OF LIP. EXISTING GROUND SIDE VIEW E: 1—MAX. TEE 4. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, UNLESS OTHERWISE Y: CROSS GATE VALVE HORIZ. BEND AUTHORIZED BY THE CITY Of YELM. /X 5. IN THE EVENT THAT THE DEPARTMENT Of LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A -12" PRESSURE PIPE W o V.U. 24" GRAVITY m 14 GAUGE TONING WIRE- —PEAT BACKFILL N�l j SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH MUST BE W -1 1/2" PVC TRUE UNION BALL VALVE TYP. BOTH SIDES. 9 LOCKABLE OR HAVE A LOCKING COVER TO HOLD AN OLYMPUS TYPE BP 125, 30MM PADLOCK. 1" PVC TRUE UNION BALL VALVE M� RESTORATION TABLE 1 1" PVC UNION G. IN5PECTION5 FOR ON51TE 5TEP INSTALLATIONS ARE REQUIRED. A 24 HOUR NOTICE TO THE 5EWER SLOPE UF DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION. THICKNESS SURFACE BACKFILL/ COMMENTS/ 777, TYPE OTHER REQUIREMENTS COMPACTION REQMNTS. POLYPROPYLENE ITEMS NEEDING INSPECTION ARE: CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE 1" SCHEDULE 40 PVC STRAINER x- SURFACE TOP COURSE COMPACT TO 95X SMOOTH & CONSISTANT 1" PVC ELL. SLXTH A) TANK INSTALLATION, IE; BEDDING AND LOCATION WITH EXISTING 1" SCHEDULE 80 PVC IPT NIPPLE TEE WITH CROSS WITH CROSS WITH PLUG OR CAP B) TANK INFILTRATION, EXfILTRATION TEST A.C. PAVEMENT 3" MIN. GRADE 8 A.C. FINISH ROADWAY TO PAVING OVER 4" CRUSHED SELECT BACKFILL CONFORM TO ALL EXISTING SELF TAPPING PVC SADDLE PLUG PLUG PLUGS C) 5.5. PRESSURE TEST OVER GRAVEL BASE COMPACT TO 95X GRADES AND CURBS SLOPES SHALL MATCH D) SERVICE LINE PRESSURE TEST SURFACE TOP COURSE ROMAC MODEL 304 OR EQUAL MINIMUM OF 8" CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH PRESSURE SEWER MAIN OF PEA GRAVEL BACKFILL FOR E) FINAL INSPECTION (DRIVEWAY/SIDEWALK) CONCRETE THICKNESS COMPACT TO 95X TEXTURE, AND GRADE. DRAIN 7. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL PANEL OR POWER METER MUST BE HYDROSEED/ PLANTINGS FINISH GRADE SHALL BE LAWN/LANDSCAPE OVER 4" MIN. TYPE A NATIVE BACKFILL SMOOTH & CONSISTANT PRESSURE TREATED. TOP SOIL COMPACT TO 85% WITH EXISTING GRADE NATIVE BACKFILL MOUND BACKFILL UNIMPROVED SUFACE N/A 2* ABOVE EXISTING 8. AT THE END Of ALL STEP LINE STUB-OUTS, SHALL HAVE A 4" X 4" P05T AND A REBAR SHOWING THE END Of COMPACT TO 85X I GRADE & SMOOTH 45 90* THE LINE. CSBC CRUSHED SURFACE BASE COURSE NOTE: VERTICAL BEND CSTC CRUSHED SURFACE TOP COURSE PLACE IN A NON—TRAFFIC AREA, I CITY OF YELM UNION JOINTS SHALL BE SOLVENT CITY OF YELM CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS WELDED. CITY TO FIELD LOCATE. DEPT. OF PUBLIC WORKS DEPT, OF PUBLIC WORKS TYPICAL TYPICAL SEWER AUTOMATIC NOTES: STANDARD 1. CONCRETE THRUST BLOCKING TO BE PIPE TRENCH AIR RELEASE VALVE POURED AGAINST UNDISTURBED EARTH. BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PLACED BE- APPROVED DWG. NO. APPROVED DWG. NO. TWEEN ALL THRUST BLOCKS & FITTINGS. APPROVED IDWQ NO. CITY ENGINEER DATE 7-3 PUBLIC WORKS DIRECTOR DATE 7-12 3. ANCHOR REBAR SHALL BE 5/6' MINIMUM DWN. CKD. A DES. DWN. CKU.—T b_A7 DIAMETER. PUBLIC WORKS DIRECTOR DATE 6— 13 PMX PMx MTO 4/11/00 Pmx PMx TO 4/11/00 DER DWK CKID, DATE JEG. JEG Es JEG JEG 1 6/2005 LLj z w _j z LJ EXTEND SERVICE LINE 0 x 0. 0 m 2* BEYOND BACK OF X 6 ,—EXTEND SERVICE LINE rri CL 2' BEYOND BACK OF Ca SIDEWALK TYPICAL 0 P, Q� SIDEWALK TYPICAL -09 0- r- C: SIDEWALK SIDEWALK • I Z. TONING PRE TONING WIRE SERVICE VAVLE BOX(2) in In SERVICE VAVI-E BOX(2) 1" KBI SWING >gp�0 zz x 1"I<BI SWNG CHECK VALVE m Ul r�.,, CHECK VALVE N 1"KBI EII BALL VALVE I' KEII rTl 71 r- worn BALL VALVE CONNECTION MADE WITH HEAT SHRINK BUTT CONNECTORS 0 z i to CONNECTION MADE WITH 2" x 1" x I" TEE OR DBY UNDERGROUND SPLICE KITS m 0 6 2 HEAT SHRINK BUTT CONNECTORS rn ' x 1" x 11" TEE TEE z > 0 m OR DBY UNDERGROUND SPLICE KITS r- BUSHINGS z m TEE BUSHINGS VI .0,4, 7. CURB p f CURB 2" SERVICE LINE 2'SERVICE LINE INSTALL TEE OR TAPPING SADDLE OMAC)OR EQUAL INSTALL TEE OR TAPPING 2' KBI SWING SADDLE (ROMAC)OR EQUAL 2"KBI SWING (R CHECK VALVE AS APPROVED BY THE CITY CHECK VALVE AS APPROVED BY THE CITY 2' KBI OF YELM OF YELM BALL VALVE 2" K811 :,b.. BALL VALVE U)CD O M r, S.T.E.P. MAIN SEE P -d A�—TONING WIRE TONING WIRE 0 r— ___I 0 FOR SIZE 7, ID -10 ;D --A -4 rl > S.T.E.P. MAIN SEE PL FOR SIZE m C_ >CO rn A rn m z Lnwa 0 > 2 L2 z n ou :1 ;U 0 CITY OF YE rq 20 LM m m CITY OF YELM• 0 n > z oxm x > T DEPT, OF PUBLIC WORKS i "Ul c-_V 04 m - 89 DEPT. OF PUBLIC WORKS — 0 c > z 0 1 0 -% r- :0-4 rn °°; F m m rn X< 0 > > 0 0 GOP ziz ;a X TYPICAL DOUBLE > 0-< w 3gA TYPICAL DOUBLE z m 5�m CU Cn SERVICE CONNECTION z r,10 rn rn> 0 ::�r- r- 0 K --A =1-2 Ln 0 0 SERVICE CONNECTION 0 Z Fri > -1 APPRLO� DWG. 0 x NO. (__ 0 V) m APP DWG. NO. 0 Cf) 7 PUBLIC WORKS DIRECTOR DATE —2 > PUBLIC WORKS DIRECTOR — 0 DATE 7-25 DES. JCKD.7� m P� 0 rQ Z _�-Tp JDATE �j p OWN. jy JEG 4/200LJ p JEG 4/2007 DRAYM BY DESIGNED BY s NLA TWT CALL 48 HOURS TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8 , LLC CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY APPROVED BY YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG CDP/TWT MRS BEFORE YOU DIG nsul ting Engineers DRAWING NO. 1-800-424-5555 DATE 1-800-424-555L) 4200 6th Avenue, Suite 309 APPROV POP,CONSTRUCTION 4/6/2007 Lacey, Washington 98503 Z. DY• I DATE: U-2 (360) 292-7230 Fax (360) 292-7231 UTILITY DETAILS .97EaLloft E 'J' S C A L E: OPMENT REVIEW ENGINEER NO. DATE BY CHD. APPR. REVISION J 0 B No. : 406030.04 AS NOTED nMM 08/27/&f APPROVAL EXPIRES ONE YEAR AFTER APPROVAL DATE: 57 OF 59 SEC . 24, T17N, R1E , W.M. GENERAL NOTES (LANDSCAPING): MATERIAL INSTALLATION NOTES: I 93rd Ave SE — — — -T- - — — — — — — — I 1 . NO IRRIGATION REQUIRED FOR TREES WITHIN 75 FEET OF HOUSES. TREES AT 1 . THIS IRRIGATION SYSTEM SHALL USE RECLAIMED WATER. ALL INSTALLATION SHALL I ( IN I i I �� PARKS WILL UTILIZE DRIP IRRIGATION. CONFORM TO YELM MUNICIPAL CODE 1 3.24.030 LATEST EDITION. I � I I Y S I { N.T.S. 2. STREET TREES WILL BE INSTALLED BY THE BUILDER. 2. ALL IRRIGATION PIPELINES, VALVE t CONTROL BOXES SHALL BE COLOR-CODED f - - - - + - - - + - - - - + PURPLE. THE PIPING SHALL BE STAMPED OR MARKED "CAUTION: RECLAIMED WATER - I I I s�s� I CITY OF YELM 3. SPACING BETWEEN TREES VARIES FROM 34' TO GO' AND IS DEPENDENT ON LOT DO NOT DRINK". ALL PIPELINE SHALL BE INSTALLED W1 PURPLE INDENTIFICATION I I I o WIDTH, TRACER TAPE. ALL POINTS OF CONNECTION SHALL BE SIGNED "RECLAIMED WATER - DO I I P O I OSED I I I NOT DRINK' OR OTHER APPROVED 51GNAGE. I I S E 3. THERE SHALL BE NO CRO55-CONECTION5 BETWEEN RECLAIMED WATER t POTABLE WATER SYSTEMS. 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AND GUTTER 30-+ 122 ° TABLETS QTYPER BIOFE LI 5PECIFICATION5 CENTER TREE IN 1 G8 1 92 1 23 I I 1 71 189 PLANTER STRIP (TY P'/ E.I I♦.._l)a f r TOP OF 1 2 5 1 2 G 1 27 1 28 OPEN 1 29 1 30 1 3 1 13 2 ------- SIDEWALK 4 1 2 190 19 I\ I G9 170 •PROP ER N N - 9 e ti-_ --- -_ —_ -__ -.. �•i..o_ pLINE -6 ' 44,!,)0 . .O M 97 SOA BACKFLL OAD (3 _ L QOM I t P� A Cf I I. T'. /.. --/ .5I I'♦.._e''0/.. /-- i t I �1 L /�..i-- -,/ . 44 7G 75 74 73 OPE N:E 95 94 8 I 80 79 78 77 ROOTBALLTO. 93 92 91 90 89 88 87 8G 85 84 P 82 I 0 83 REVENT. 5 ETTLING./ / i i i i 43 3, X--p- EXCAVATED t, MODIF SOILS TYO - 5 2 70 71 TAHOMA TERRA MASTER PLAN COMMUNITY 42 .DV( G8 YELM, WASHINGTON 53 G7 12 G4 G5 62 63 TREE PLANTING 55 5G 57 GO 41 40 e 00% _, C (X_ 3 a e3 _V —A e. 70+00 G ALE: 1"=80 FEET 1 7 18 1 1 5 0 40 80 3 G 19 16 0 20 0 2 1 R 35 22 O➢ 34 24 23 31 30 29 25 a 2G 27 28 HORIZONTAL CONTROL:OPEN SPACE WASHINGTON STATE PLANE, S 1 I O./. UT H OPEN SPACE ZONE PER TCHPN VERTICAL DATUM NGVD 29 woo PEP,THURSTON THURSTON COUNTY HIGH COUNTY HIGH PRECISION NETWORK PRECISION NETWORK DRAWN BY DESIGNED BY NLA TWT CALL 48 HOURS TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET CHECKED BY APPROVED BY BEFORE YO DIG YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N O.CDP/TWT MRS ng ngneers 1-800-424-5555 DAE 1-800-424-5555 4200 6th Avenue, Suite 309 i P OVED FOR CONSTRUCTION ♦ 4/6/2007 Lacey, Washington 98503 LANDSCAPING PLAN BY: DATE: �L� LS-1 S C A L E: (360) 292-7230 Fax (360) 292-7231 ji DEVELOP ENT REVIEW ENGINEER Q N0. DATE BY CHD. APPR. REVISION o B No. : 406030.04 AS NOTED l APPROV EXPIRES ONE YEAR AFTER APPROVAL DATE: 5V OF 59 SEC . 249 T17N , R1E , W.M. - - - 93rd Ave SE - - — � - - - - - - - - I TEMPORARY CUL-DE-SAC TEMPORARY CUL-DE-SAC 13 1 1 I 12 + I I IN - ---- - --- ,1iI ...., i_1 i I _ _ -- —8— - -- - --.^-__-__�`�t�-I►-I I``G<a _8 0 1 I ----------------------------- -------- �.I t II i` i I I - —_ -- - oI I d.0 — yti I g�7°�oeto Nta.g T�.S S. 293 - __? I 202 39 7 CITY OF YEL 5M 2 1 7 0 - 4 245 2�4 24 ?42 � l 239 220 , PHASE LINE 1250 249 248 P O O SED 288 292 z 29 1 ?O i 2 1 S E 2,40 2 1 9 mm M-�➢ FUTURE 289 m- m_ SW Berry Valley I DIV. 5 * G 290 1 - -';-,a-gI I I I i I�I 1 i I 8 I+i-rn's'1 do`f g➢w_-7➢I�y S w I s l a g oI 1 o�I}1 I I,I I�1 1 I I I 1 I I I \,.;�,-I./..,/,\,,/�I_I,,I I;°I;`�•\�'J.k-a_—.I 8:„I_—I�i\:// x I\/a 3,I I`/I I l�I I{,./�0://,&•`:x��'.�/f/:,°// /``.LJ`(�J�\`l�U>/g�\/'8 I'/I I�3\/,2,/',:x,`��/,*'I®\\,/':-I\�i_I s�\/1 I I I I Ij I I(I 1�Y1 E?,;.:w.�ya:I:I i,�'*\3\3\�\\•I O �I I I I 1I 1 I N 8_{�N I I{I I I 1_`-1 I 1 I I I 1 I i I I 1-11 121 9 4_—O—I 1 I I I I I—_I 1 I II II::I I%`.^�`8-;8--l(I l fi—fi I—�I : —`'—'-(1 I 1(I.I,.(1 I I:J l 1.I 1 I I.I-•1 I(° ,r"—,-;..-.—.—.-.—,.a--,,,,'w,.a...-—1 i...c,--...—————•-"—-.-_.. ---_--—^.: ,. -.-�i---t..-- —..-.:_•_�.<+'0 0,_---.,-,,.——..ti-—<-I.—— -— I I I►I I 1 I I I �� g sa Q 8 8 �I 1 1 I I I I I 1 I'_I l I 1 I I 1 I 1I 1 I I 1 i I o I I I I/ D —I 9 ---- — , t7 i o +? Dv I- - V 192+00 OPEN\+00 I 18I 290 I IO0 211+00 0 O PROPOSED — 1 2 O DIV. 3 4 N\ C 1 12 — — — — — — — I I 1 60 17 9 —KO < + R 182 199 1 0 t 1 o ++ D 70 1 13 1 5 1 1 52 1 53 1 54 1 55 1 5G 1 57 1 58 1 59 7 DI 1 14 8 I I G I g 1 78 FUTURE 109 1 83 1 98 DIV. 7 8 t 2 108 z I G2 7 PARK 11 1 1 5 184 197 107 I +T 149 14 147 14G 145 144 143 142 I 1 3 I ► G 150 I G3 17G g PROPERTY LINE I 8 VICINITY MAP I oG } 185 I 9 -7 I i I I G4 175 4 118 18G 10 195 I +I o4 2001 01+00 202+00 203+00 +00 ^J c I G5 174 103 5 R D J 187 194 0 102 173 137 13G 135 134 133 1 I GG OPEN 14 1 1 40 1 39 1 38 121 188 193 + G 101 1 G7 172 30+00 + 5' SIDEWALK OR I O' UTILITY 122 1 EASEMENT 100 8 I 8 189 192 I G8 171 1 123 7 5 TYP. ROD 13) 99 125 12G 127 128 OPEN 129 130 131 132 I 47 I G9 170 190 191 p PROPERTY 4G 8 8 LLL LINE 98 34+00 35+00 36+00 37+00 39+00 40+00 41+00 42+00 43+00 44+ROAD . TYPICAL POLLED C INSTALL-,— ° C y-O- on N -C�i I RI ET OE�sSLAB IN PLANTER STRIP FOR i 45 97 AND GUTTE ROAD B 8 MAILBOX MOUNTING 9G 77 7G 75 74 73 OPEN 44 95 81 80 79 78 1 d% 10 94 4 83 82 48 93 92 91 90 89 88 87 8G 85 8 NOTES: 43 1 . OFFSET 22.5 I RIGHT FROM CL5TATIONS TO 49 MAILBOX MOUNTING POLE TYPICAL ON ALL LOCATIONS.51 rn 72 ( 7 42 70 j 52 G8 66 G7 2. FOR DOUBLE MAILBOX LOCATIONS, SPACE 53 G3 G4 G5 12 8 MOUNTING POLES I 0 APART CENTER TO CENTER. 54 GI G2 55 5G 57 5 59 GO 3, SEE PLANS FOR CLARIFICATION OF EITHER 5' 41 SIDEWALK OR I O' UTILITY EASEMENT BEHIND CONCRETE SLAB. 76+00 40 _ 1 —_ — O R at V 72 70+00 71+00 5 3 7 TAHOMA TERRA MASTER PLAN COMMUNITY 1 7 1 5 19 14 20 3G RO t70 22 TYPE 3 16 UNIT CBU MAILBOX DETAIL.0 35 23 34 24 2G 27 33 0 r 0 32 31 29 28 OPEN SPACE OPEN SPACE 2 SCALE: 1 -8o FEET MAILBOX LOCATIONS MAILBOX LOCATIONS MAILBOX LOCATIONS 40 eo 1 60 ROAD NAME STATION ROAD NAME STATION ROAD NAME STATION ROAD B 33+ 19.00 © ROAD C 70+00.00 ROAD F 147+00.00 ROAD B 3G+50.00 F-7] ROAD C 74+00.00 1 2 ROAD G I GG+50.00 HORIZONTAL CONTROL: WASHINGTON STATE PLANE, S\ O° o e a U TH J ROAD B 39+00.00 ROAD D 103+00.00 ROAD 1 192+00.00 VERTICAL DATUM ZONE PER TCHPN NGVD 29 t THURSTON COUNTY HIGH PERT N PRECISION NETWORK ROAD B 43+00.00 ROAD D 108+93.00 COUNTY HIG H PRECI5ION NETWORK ROAD C G4+G5.00 ROAD E 1 28+50.00 DRAWN BY DESIGNED BY S TAHOMA TERRA DIVISIONS 3 & 4 TTPH3-8, LLC CALL UNDERGROUND LOCATE TWO SHEET A CALL 48 HOURS YELM, WASHINGTON WORKING DAYS BEFORE YOU DIG DRAWING N O.CHECKED BY APPROVED BY -800-424-5555 CDP/TWT MRS BEFORE YO DIG nsul tin 9 Engineers ROVED FOR CONSTRUCTION 1-800-424-5555 4200 6th Avenue, Suite 309 DATE �= Lacey, Washington 98503 BY: DATE:<i LM B-1 4/6/2007 MAILBOX PLAN EVIEW ENGINEER (360) 292-7230 Fax (360) 292-7231 S C ALE: Q NO. BY CHD• APPR. REVISION J 0 B N0. : 406030.04 AS NOTED � 02/V/ APPROVA XPIRES ONE YEAR AFTER APPROVAL DATE: 59 OF 59 Mina DATE _