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2021.0024 MU Const Plans Approved 10.22.2021TAHOMA TERRA PHASE -11 ow DIV. 3 mF 14301 TAHOMA BLVD SE, YELM, WA 98597 I , r I } =:M' - -:�•s• - w 1 BICYCLE 3: PARKING (NP) ELECTRIC VEHICLE STALL (TYP) NEW CARPORT (TYP) NEW SOLID WASTE ENCLOSURE -1 (SEE DETAILS SHEET 15) PROPOSED PARCEL LINE PROJECT PROPONENT TAHOMA TERRA HOLDINGS, LLC PO BOX 73790 PUYALLUP, WA 98373 ! — �. nArraN w, MT R 10 CLUSTER Y _ o -CLUSTER MAILBOXES TAHOMA TERRA (SEE DETAILS SHEET 15) VAN ACCESSIBLE SIGN J I f KAL; I 1 I I I f "`"' TAHOMA TERRA HOLDINGS LLC UTILITY EASEMENT CITY OF YELM i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1-09007995952. 40 20 0 49 80 SCALE: 1 " = 40' CITY OF YELM PHI gw PHII_PHII l PHI OIVI I DIV II QIV t dIV rI �43 ( ' L--� J - PH II - DIV. 3 MF & REGIONAL STORM POND VICINITY MAP SHEET INDEX I COVER SHEET 2 HORIZONTAL CONTROL PLAN 3 TEMPORARY EROSION & SEDIMENT CONTROL & DEMOLITION PLAN 4 TESC DETAILS 5 OVERALL GRADING PLAN 6 ENLARGED GRADING PLAN 7 OVERALL DRAINAGE PLAN 8 ROOF DRAINAGE PLAN 9 DRIVE'A' DRAINAGE PLAN & PROFILE 10 'H' ROAD DRAINAGE PLAN & PROFILE 1 1 'J' ROAD DRAINAGE PLAN & PROFILE 12 INTERSECTION DETAILS 13 GRADING & SITE DETAILS- 1 14 G RADI NG & SITE DETAILS - 2 15 GRADING & SITE DETAILS -3 16 DRAINAGE FACILITY 17 DRAINAGE FACILITY DETAILS- 1 18 DRAINAGE FACILITY DETAILS -2 19 DRAINAGE DETAILS 20 OVERALL WATER PLAN 21 DRIVE'A' WATER PLAN & PROFILE 22 'H' ROAD WATER PLAN 8e PROFILE 23 'J' ROAD WATER PLAN & PROFILE 24 WATER DETAILS - 1 25 WATER DETAILS -2 26 FIRE ACCESS PLAN 27 OVERALL SEWER PLAN 28 DRIVE'A' SEWER PLAN 29 'H' ROAD SEWER PLAN & PROFILE 30 'J' ROAD' SEWER PLAN & PROFILE 31 SEWER DETAILS- 1 32 SEWER DETAILS -2 33 LANDSCAPE PLAN 34 LANDSCAPE DETAILS & SPECIFICATIONS 35 IRRIGATION PLAN 36 IRRIGATION DETAILS & SPECIFICATIONS W CL M z W LEGEND Q z U In U tv n n< EX- STREET LIGHT LO r7 goo m dJN(0 E o uj EX. SIGN ¢ _ > Z 0 Z 3U uj Iii � EX. FENCE 0 � F- o Q cUn Lo D EX- WELL W < _j Orn t z 0 W ° ° r � EX. WATER METER CONSTRUCTION STAKING: W F- • EX. HYDRANT THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BYABBREVIATED LEGAL DESCRIPTION SURFACES GROSS FLOOR AREA EX. VALVE THE DESIGN ENGINEER OR A LICENSED LAND SURVEYOR. Section 24 Township 17 Range 1 E Quarter SW SW Plat TAHOMA 04 o r �= L0 EX- WATERMAIN RECORD DOCUMENTS: TERRA PH 1 DIV 1 TR 12 {FUTURE PHASE} Document 3830797 PROPOSED IMPERVIOUS ........1111----------------..--.-1111-................ 79,042 SF TOTAL G.F.A- ......................... 54,770 5F � - EX- S -T -E -P- SEWER THE CONTRACTOR SHALL FURNISH HATTON GODAT PANTIER CRITICAL AREA .................. ------------------- ......... 81,022 AC FLOOR AREA RATIO ................................................................. 0.535 0 EX. CATCHBASIN TYPE 1 WITH A DRAWINGS} SHOWING THE CHANGES MADE TQ THE SITE ❑ATA PROPOSED BUILDING A....-------.------................----....................................................... 5,544 5F BUILDING LEVEL AREA — EX- STORM DRAIN DESIGN DRAWING(S). SITE ADDRESS ................14301 TAHOMA BLVD SE, YELM, WA 98597 B, C. D ........ 5,090 SF 1111.---..........---------.....__.................................--- - A L1 5.269 SF 100 EX. MAJOR CONTOUR EX. MINOR CONTOUR PROPOSED ...................................................... 54,5 NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BLDG COV COV � 16% 149% A L2 5,013 SF �et� FINISH MAJOR CONTOUR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. ASSESSOR PARCEL NO --------------------------------------------------- 78640000015 -/DEV- ......................__....._.............................. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ZONING............................................................................................. MPC UTILITIES A L3 4,415 SF 0r: FINISH MINOR CONTOUR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE SECTION ........................ . .. .... ....... S24171E 14,897 SF NEW WATER LINE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY PERMITTING JURISDICTION CITY OF YELM WATER.........................................................................,.-- CITY OF YELM f NEW STORM LINE EXCAVATION. ...- .....1111-1111-11 ................. FEMA PANEL----��-----�� 1111..-.--1111 ..... ......................................... . ... 0335 SEINER ...................................................... ...•-•---------__---....CITY OF YELM B Li 4,756 SF )r NEW ROOF DRAIN LINE WATERSHED- ----------------------------------- ---- ------_---------. NISQUALLY RIVER STORM..........................................................................------..----..ON-SITE B L2 4,501 SF 0 NEWCATCHBASIN TYPE 1 THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED PROPOSED USE ................................ APARTMENTS (MULTI -FAMILY) POWER ........................... --..--... --......... ____ ........................................ PSE B L3 4,501 SF NEWCATCHBASIN TYPE 2 BY HATTON GODAT PANTIER. PROPOSED UNITS.... 48 PHONE/CABLE.... .................................... ........... .................... COMCAST .................... 13,758 SF NEW STORM CLEAN OUT ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE PARCEL AREA (GRASS} .............................. ---1111. 86 AC (124,790 5F) 2. PARKING SUMMARY C L1 4,756 SF NEW WATERMAIN REVIEWED AND APPROVED BY HATTON GODAT PANTIER. CRITICAL AREA PORTION... ...... _._ ... - .. (0) PARKING RATIO REQUIRED.... ----------------------------------- 1-5 PER DU (MIN) C L2 4,501 SF NEW WATER METER ROW DEDICATION- ............................................... 0.517 AC (22,524 SF) UNITS PROPOSED ... ........................................... 48 DU � NEW RPBA TOPOGRAPHIC NATE: NET DEVELOPABLE AREA ................................... 2.35 AC (102,247 SF) STALLS PROVIDED .................. 11 ...... 1...-. 88 NEW C L3 4,501 SF NEW FIRE HYDRANT THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS PROPOSED DENSITY... ......................................................... 20.4 DV/AC STANDARD..... .................................. -.................. 1111......................... 75 13,758 SF 11 NEW VALVE HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION SETBACKS COMPACT ................................ ........................................... --.... ........ 4 D L7 4,756 SF \v/ NEW FDC FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO FRONT ................................ ..................................................... ........... 10' ACCESSIBLE.................................................................................... 4 B NEW PIV BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT SIDE.- 5' ELECTRIC VEHICLE....... 5 D L2 4,501 5F RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FORNEW ................................... •............................................................ REAR........... ........... ........................................................................... 20' ........ -........... •._........................................... TOTAL ....... $$ D L3 3,300 SF � GRAVITY SEWER ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED FLANKING STREET10' ......................................................................................... RATIO PROVIDED... 1.$3/DU NEW S.T.E.P. SEWER INTO THESE DRAWINGS AS A RESULT. .........................................................----.._.--------- .......................................... ............................ COVERED ------------ ----................................... .......................................... 48 12,557 SF � • NEW SEWER CLEANOUT CITY OF YELM i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1-09007995952. 40 20 0 49 80 SCALE: 1 " = 40' CITY OF YELM PHI gw PHII_PHII l PHI OIVI I DIV II QIV t dIV rI �43 ( ' L--� J - PH II - DIV. 3 MF & REGIONAL STORM POND VICINITY MAP SHEET INDEX I COVER SHEET 2 HORIZONTAL CONTROL PLAN 3 TEMPORARY EROSION & SEDIMENT CONTROL & DEMOLITION PLAN 4 TESC DETAILS 5 OVERALL GRADING PLAN 6 ENLARGED GRADING PLAN 7 OVERALL DRAINAGE PLAN 8 ROOF DRAINAGE PLAN 9 DRIVE'A' DRAINAGE PLAN & PROFILE 10 'H' ROAD DRAINAGE PLAN & PROFILE 1 1 'J' ROAD DRAINAGE PLAN & PROFILE 12 INTERSECTION DETAILS 13 GRADING & SITE DETAILS- 1 14 G RADI NG & SITE DETAILS - 2 15 GRADING & SITE DETAILS -3 16 DRAINAGE FACILITY 17 DRAINAGE FACILITY DETAILS- 1 18 DRAINAGE FACILITY DETAILS -2 19 DRAINAGE DETAILS 20 OVERALL WATER PLAN 21 DRIVE'A' WATER PLAN & PROFILE 22 'H' ROAD WATER PLAN 8e PROFILE 23 'J' ROAD WATER PLAN & PROFILE 24 WATER DETAILS - 1 25 WATER DETAILS -2 26 FIRE ACCESS PLAN 27 OVERALL SEWER PLAN 28 DRIVE'A' SEWER PLAN 29 'H' ROAD SEWER PLAN & PROFILE 30 'J' ROAD' SEWER PLAN & PROFILE 31 SEWER DETAILS- 1 32 SEWER DETAILS -2 33 LANDSCAPE PLAN 34 LANDSCAPE DETAILS & SPECIFICATIONS 35 IRRIGATION PLAN 36 IRRIGATION DETAILS & SPECIFICATIONS 1% Of 10 N 9 i C, 20100247 /ANAL t � LL W CL M z W Q z U In U tv n n< LO r7 goo m dJN(0 E o uj m© ¢ _ > Z 0 Z 3U uj Iii � 0 0 � F- o Q cUn 1% Of 10 N 9 i C, 20100247 /ANAL t � LL W Z W > m W n< LO r7 goo dJN(0 E W0)'• U }QQ Q�IL � ❑ ❑ Z E z :!t0) OL C Lo 0 W < _j Orn t z 0 W ° ° r � Z m ul W F- 2 00,4 04 o r �= L0 0 r z w Z ❑ 0 a U) U 5 w _ � U M r .n r OD 0 z00) I Q T F_ z W G z J W W W 4 � W � Z o [Wli 0 � VJ 0 r- O N z J W z � m o r > U a U) rn ` a U � O ~ d LLI Lu r = O ~ 0 9 0 o z r 0 a i i wk AGENCY NO- SHEET, O- SHEET 1 OF 36 H ADGN121-004121-00MD INDEX: 21-005 cov.dwg Of N JOB: 21-006 Of 10 TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT - NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER- ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER- NMI I I I . ME I. III III I I I ... 11 III HATTON GODAT PANTIER Y t _ 1 t.V. . AHOMA TERRA DIV 5 & 6 10��_ - _ _• _ 0 ' r ^rr I to _ - •, way • - r_ a I �.� N 593438.70 <' a 1 . A1v ''p ••'4 a N�`;•- ---fry. . , �. a a. E 108476.05 HW _ _ I •� .yi n .� . - ° F. .0 I l 1. aa. ' aae ���n• �• ��. v e a • ° ' - p 18+70.81,0-0V {J} _{ fta W ly a - Rw - r w _ Plr 5O �._ e• - �1r . • e • i }�A �-.r 7f- - v - w - • a RW w wRw - - w w " aw — -- Rw aw v) Rw aw - - aw -------- w w IA ss rP •� eaa � Sss mss � �— � :. � � 1 +� .5 �' • ss �� N 593379-58 IRI •s.�° �' _ E 108133-98 81 0 P r 72' ❑,. r • °r a - + • �,2��Q'ti3.a�°y v� �� SD - FUTURE {AL DIV 7&8 r 1 S go ti �33.9 6"1 17, 17' 74 co A Lr 38.64' k90' x 1 93' B R = 9g' 2S• g' — �,— —CIL INT 22.24' / Ae 00 16+28-33 (A) _ f t' �f - `� y C1� X001 a2"E ry4j PT 16+71..75 - C�gd.- 3 7117— x 91 77" JX C7 IN 'T 4- 1, °Q 681'35.19" E I P► - ': 84 2+00 A- 1 CID L=19-55, R=36.00 7' 'A � i3+pp igtQ4 t1355 )"E 4=2rors� T A=31'06'38" 432 r� 54 c5= -}� _ -!� 6� 78.28 �-- Tq% --- N39°54'23"E ` r ' l JR[YjZ+=i8-29'39 SOT 19.38 r L AL=24.21, R-75,00 n I - r 72' 9.84 cq S, C!L INT � r 11+90-58 (A) _ - - 2.5, 16+28-48 (H) r TPN 78640000015 TRACT 12 TAHOMA TERRA HOLDINGS LLC I I I = ee 20100247 SSS .s W 0) rn Z o m A� 7 W Loti [I) p ❑ win Mp E 1' J Q o Q zQ� a [L 67 C < _j r U porn - W r ❑ 0 W OJ m� i (y)• I �Z W i-` w of N al as v U) - ol 1E c o w I`i■I - H N • Z L- Uj Lu _ Q00C7 � z- I IL 0 v z th Jw '' r W z ❑0 v 0 ti 7 N CL m " �'- �... O z 0 0 d Lu N w v 0 z �— 0 0 a a AGENCY NO SHEET: 2 OF 36 H:0GN121-00012 i-0061CD INDEX: 21-006 hcp-dwg � JOB: 21-006 I CITY OF YELM z Q ¢� U m a' U o N M Z n VERTICAL DATUM MERIDIAN HORIZONTAL DATUM j - NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/91, SOUTH ZONE 4602, PER m i Q TCHPN, SCALED TO GROUND SCALE 0 m ❑� _ > COORDINATES USING A COMBINED SCALE Z w FACTOR OF 1-000. .. a� ��. _ C7 U iu W� _— ¢¢ 30 15 0 30 60 0 p U) SCALE 1" = 30' oof t _ 1 t.V. . AHOMA TERRA DIV 5 & 6 10��_ - _ _• _ 0 ' r ^rr I to _ - •, way • - r_ a I �.� N 593438.70 <' a 1 . A1v ''p ••'4 a N�`;•- ---fry. . , �. a a. E 108476.05 HW _ _ I •� .yi n .� . - ° F. .0 I l 1. aa. ' aae ���n• �• ��. v e a • ° ' - p 18+70.81,0-0V {J} _{ fta W ly a - Rw - r w _ Plr 5O �._ e• - �1r . • e • i }�A �-.r 7f- - v - w - • a RW w wRw - - w w " aw — -- Rw aw v) Rw aw - - aw -------- w w IA ss rP •� eaa � Sss mss � �— � :. � � 1 +� .5 �' • ss �� N 593379-58 IRI •s.�° �' _ E 108133-98 81 0 P r 72' ❑,. r • °r a - + • �,2��Q'ti3.a�°y v� �� SD - FUTURE {AL DIV 7&8 r 1 S go ti �33.9 6"1 17, 17' 74 co A Lr 38.64' k90' x 1 93' B R = 9g' 2S• g' — �,— —CIL INT 22.24' / Ae 00 16+28-33 (A) _ f t' �f - `� y C1� X001 a2"E ry4j PT 16+71..75 - C�gd.- 3 7117— x 91 77" JX C7 IN 'T 4- 1, °Q 681'35.19" E I P► - ': 84 2+00 A- 1 CID L=19-55, R=36.00 7' 'A � i3+pp igtQ4 t1355 )"E 4=2rors� T A=31'06'38" 432 r� 54 c5= -}� _ -!� 6� 78.28 �-- Tq% --- N39°54'23"E ` r ' l JR[YjZ+=i8-29'39 SOT 19.38 r L AL=24.21, R-75,00 n I - r 72' 9.84 cq S, C!L INT � r 11+90-58 (A) _ - - 2.5, 16+28-48 (H) r TPN 78640000015 TRACT 12 TAHOMA TERRA HOLDINGS LLC I I I = ee 20100247 SSS .s W 0) rn Z o m A� 7 W Loti [I) p ❑ win Mp E 1' J Q o Q zQ� a [L 67 C < _j r U porn - W r ❑ 0 W OJ m� i (y)• I �Z W i-` w of N al as v U) - ol 1E c o w I`i■I - H N • Z L- Uj Lu _ Q00C7 � z- I IL 0 v z th Jw '' r W z ❑0 v 0 ti 7 N CL m " �'- �... O z 0 0 d Lu N w v 0 z �— 0 0 a a AGENCY NO SHEET: 2 OF 36 H:0GN121-00012 i-0061CD INDEX: 21-006 hcp-dwg � JOB: 21-006 I MSTING TREE NOTE: CONTRACTOR WILL REPORT ANY TREES FOUND CITY OF Y E L M 1 17 i) ON-SITE WITH DIAMETERS EXCEEDING 8 INCHES. VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/91, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.04007995952. VATiOR GODAT PAW -IS? 40 20 0 40 80 .� SCALE: 1" = 40' N 593489.76 E 108717.25 \ LEGEND CIL 15' WSDOT TYPE 1 DRIVEWAY 0 � PROJECT CLEARING LIMITS , [SEE DETAIL SHEET 14) . _ EXTEND DEMOLITION AND NEW \ - `�' _”` — FILTER FABRIC FENCING SIDEWALKIDRIVEWAY TO NEAREST JOINT \ 0*fT _ .4'- ..MONITORING WELL LOCATIONS . R+� - •4 ____ INLET SEDIMENT PROTECTION �*.. w PROTECT EXISTING STEP 4o ON S• r ` _ MAIN AND UTILITIES _ � . _' _ __ _�__' INDICATES AREA Rw �L _ � !' _- OF EXISTING w" w . w - SIDEWALK REMOVAL Avv .; -� - , PROTECT EXISTINAUTILITIES AND �(` - _ - : � I PROTECT EXISTING STORM � -0 , '� � 1* __ � + n• _• . .. e. AND UTILITIES .. .� _ _____ $ ss TAHaFIPA �;=�[Ir�! USE EXISTING ROADIGRAVEL ' _ - _ ¢ I DRIVE AS STABILIZED - r _ _ - `#-�J W _— _ - ,� .. . " ` DIV 5 & 5 __ ___ �. . CONSTRUCTION ENTRANCE I BMP C105, SEE SHEET 4 - L+ �+ — _ ",s.•. II PROTECT EXISTING - �- I - : _ - - ;�. ! I UTILITIES -- a• -- = PROTECT EXISTING STEP '� ;. ,�;�I '' V:;., p ' MAIN AND UTILITIES `� t ti _I � �_ r moi ; n _.� A. .. tOK f • .3• .. nj�J �17.� 11aw l– - � S�Lf -_ - *�, '�+ 15 WIDE POND ACCESS ROAD � `-_ `� z -� '� ! �,, ' .�11 .rs• ,� ,5b—.. A 10 �' - a' N (SEE POND ACCESS ROAD _ _-tom► .. + - --- •�-5•'�',. - •.:..ted .o- •-.° �-u"�_ tea_ w i ►®� �' SHEET 1 ] -W �� ■ -- -- �� f �. •' i. .-.t,+� .y - 5� i "L w SECTION SH 8 __ r .. Q .:- � LY. w �w - -- nw -- - — Rw - `Y `"" �w ' v' 3.3 BIORETENTiON 'U •� i FILTER FABRIC FENCING AT LIMITS OF - - - - w � � "•- LS " w w " '� r - ® CELL' ' "' / CLEARING 8 GRADING —� — , -w w � l l:� i ./ BMP C233 ' FILTER FABRIC FENCING AND CLEARING y -a,.11, - :. _► ►%s l '„-' LIMITS FENCING MAY BE COMBINED BY .y;�•Q� �s �� L77=::=L- _'' �� ' \ . 4 .. USING ORANGE FILTER FABRIC FENCING % °+ .��:. -� mss_ �:° ❑ 1 WHEN APPROVED BY JURISDICTION AND _ -tet- ` INSPECTOR _ - 35D `g � ' - . v=- _ 13,W CONCRETE WASHOUT AREA 6' '' - - - .' REMOVE EXISTING BARBED ' °iT �' BMP C154, 5EE SHEET 4 - J„6L WIRE FENCING THROUGH 3gr ° „ ; 1 -1-p I ,��.� i POND EXTENTS far `fir? "� r r . . d�1. I. 2.. 3Q ! �_ r �� A .- %/ 1, '' - _ �UiJRE 352' 3L57-,- S - _ � v a 0 � 1 - `5. - f d lZ + ( ............ f. m �°L _I: �' ❑ ❑ 1 i L TS 1 .............. .1 = ,- -F` �' 'S°` �' `�, i I % V• Asa • •..... _ _ :..� _.-..- . - .. f I. _ �' REGIONAL STORMWATER DETENTION POND MI_ :.......................... �v •- _ ::�., ,fig' _-........ .. ::'-- - ' . - I ``' '' t`' �� I �� �� TO BE USED AS TEMPORARY SEDIMENT . �' _ 1 :� ..�.. " / POND DURING CONSTRUCTION 9 r- 1. '°' ...353 .......'.:. - ._.._.. , _•--..-.... ... �� , """ w .� 354 ... ....... ...... '14 _' 3 p 1 355 = .---•-. 3T', __ ... - - -- - . d'•....-- •-• . 338 •- _ 358• r _ .. - . 357 '..._........ _ 3r3g..._ . - ,..... . . 358...... - ....... ''' ` i ..._35 '. .. _ ___ _ ' _�.- �. -� 1 l - _ - _ 360 �� -........361 .. - . yam, REGIONAL I. I ... TORMW R + �`� Lam`'. i#i S ATE ,_ �, A 1 - .. - _ 1 Y _ .,. _ DETENTION ` �. + �� I POND =o I - - - c+f �� - h j v� �r . - ,❑ �'�, - ��;�; `a� fir. � a _ W h a 342 '.�.� . "_.,....._ ,... - . r�- /. .'.. - N '; _ 344 ........ - : '' : "` - - �' _ _ DIRECT SURFACE - . � . 34g r •!'_ RUNOFF TOWARD ................ - x . - -_ ._ _ _ TEMPORARY DITCH . 3►#6 �: ' H TEMPO • - _ 1 1 - - _ ... TYP '. - . ,I • •+:U, t f . e -3� - .�� TEMPORY EROSION .1 �. - • - .- / l - _ TYP _.. - CONTROL DITCH �'_- t _ NEW GRAVEL ACCESS TO _ _ . .AB, SEE DETAIL SHEET 4 9 EXISTING GRAVEL DRIVE 34 INLET SEDIMENT PROTECTION jTYPj r�Q - - - . ►:. - - 3 �,.:.:.... ti,j �f. - - t BMP C220, SEE SHEET 4 EXISTING GRAVEL DRIVE ;N _ _ - 3 - A r •i l y V .. - l 4 CONTRACTOR T 11 '_ O CDR TD COORDINATE DEBRIS -I 11 I_ STOCKPILE REMOVALIRELOCATION �+� - IZ + °I + :f w 7 �._ - WITH DEVELOPER .% . 7' .,. =� r: ' _ % 1/ _ i_ .. f _ i.. I ......_ _•.. ! - ti t = s- - - 'r' - ;� = f' F y L _. ti I r = - ] - PROJECT .. .: /. - - f I ...... - - - ••1 ':�' = LIMITS - CLEARING P.. - T ]il 8 On001'� '� �4 r •I TRACT - t-- - �' y - .� l T R O RAH L_ L F Q G N S - _ M . �-�; . f' r i - . .. A - .. _ f•• _ _ ... _ _ ,w _ r ' _ J �- . ^ x I - - .— - _ :.,1 EXISTING DEBRIS STOCKPILE _ . . . • ` TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES - RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE INTO THESE DRAWINGS AS A RESULT, REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 8 I 1 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. N'o 1 U m cC U N N Vr Q +1 1 Z Q n D T � m ❑ m � Z) Q 2 w Z � z � w � � u.i � p U Q UU3 *A ( Z J 10 0 d ZQrn k ;a iZe j1� 00 k ♦ **.. Li O N `r' ❑ 65 a z z 2 O 2 O U) U Lu r LY U J 4 1 LL z3: mn W ch ch ■ Q lu cp 2 cht In w r 0 Cl rn ClI Z Vl wN I.L z z W 2- 0 pr- W Z wo4. co >_ J FE Q 00 z v W o..' � 0 rL U) ❑ (— w W z _j Z a. ❑ 0 - m �__W U Q W U- 0 0 2 9 r 4 F!1 �_ ce G7 W -r- � 2 a Z LL P 0 IL ❑ +- a u~ W 0 0 I a a Jo i AGENCY NO. SHEET _ 3 OF 36 !i OGW21-000121-006%CD INDEX: 21-006 ec-dwg of \ JOB: 21-006 J W U) tY 0 rn N Z Q W > m W Lo �Lo U7 F 0 (:) J0 W q) ME `.I � 0 Q Qac ( Z �5 + L 0 d ZQrn a ��u7 r 0 Z .JL 'i ff°' � o 0W Zv) 0) m Z W W P Q 2 ♦ **.. Li O N `r' ❑ 65 a z z 2 O 2 O U) U Lu r LY U J 4 1 LL z3: mn W ch ch ■ Q lu cp 2 cht In w r 0 Cl rn ClI Z Vl wN I.L z z W 2- 0 pr- W Z wo4. co >_ J FE Q 00 z v W o..' � 0 rL U) ❑ (— w W z _j Z a. ❑ 0 - m �__W U Q W U- 0 0 2 9 r 4 F!1 �_ ce G7 W -r- � 2 a Z LL P 0 IL ❑ +- a u~ W 0 0 I a a Jo i AGENCY NO. SHEET _ 3 OF 36 !i OGW21-000121-006%CD INDEX: 21-006 ec-dwg of \ JOB: 21-006 J 10 Insletl drry ev.my Culvert if lhere is a roadside ditch Pnp.Fant Nolr� 1. Driverroy shag neebi Itre iequlren*mts of the permitting agency. 2. It Is remrnrrwedacl that the access be cawwred so Thal runoff drain, [dl The pad. 12- minimum thkornesli NOT TO SCALE Provide NO width of irljjreifiiltyet+ss area View Looking Upstream A �8 I rn •n :4 (0 6m) Note. 7 Key slme into rhannd banks and extend e y beyond the abulments a minrnum of 18" I} (0.5m) to PMV0011 flow around diem. -A m (0 Section A -A j Q in ]0C � y x U)ujm E VI �. m v ti Q W r SPacin Between Check Dams •L• - Irk dlstareoe Duch Ihat Polyds 'A' and'B• are of equal elevation. L. POW NOT TO SCALF .trims in geolexhle fabric shall be spliced al posts Use staples, wile tags OF eiquivalenl to anarh falxlc to pD&1s 2"x2" by 14 Ga. wire m equivalent, d standard skeroh fabnr_ used - C = I ! •~'�: � .tip ' � :::: � F I I X II II Mrmneurn -� I� max /Fendi L II Post spacing may bo increased f` to S• if wire bacWng is used 2',4"'" rood posts, steal iernm posts, Or Ogaivalenl 2-x2' by 14 Ga wire w equivalent, - 4 slantiwd slum4h lahrx: used Geblexeik fAprir,- Ilk Be[:�g trench wRh � �- nalrVe SOLI ar 1.5" washed greed 12" inn Minimum -- 4'x4" bench ?-x 2" vdrdd {+osls, :Reel - fence posts, Of equlvalenl NOT TO SCALE � in 1111 Stabilized Construction Access Rock Check Dam Silt Fence Revised .lune 2016 Ret isrd Juna 2016 quNFOR Rev L -AA July 2017 i::EPARTMENT ❑FDE PARI MFNT ❑F PEPARTUFN' []� ECOLOGY ECOLOGY Pla�se> a hlrp aty ,,�- Pf ,ht hrag copyright nota a rrctudf lq pem ssi , ECOLOGY Please see habJMryvw icy. al2i o knPyTyht.Ahnf 1w copyrfgh[ r+ol k -e eackrding pemkasinnF, Pip-a5P seep hirpAvmw. ocy we gowk-opy"ghr.h,?g fol mwa;ht no, slcWdpermasrons. Stale of wasnrngtnn lantairnn vl liability. and disclaimer SME OT Wasn+nglpn knfation of habt4ly. and drsclain�er. qy and `rate :+vvasriii e)ii Mmdalion ofljat]iMdiscFainpef STABILIZED CONSTRUCTION ENTRANCE ROCK CHECK DAM SILT FENCE 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON VOLUME 11, CHAPTER 3, FIGURE 11.3.1 VOLUME 11, CHAPTER 3, FIGURE II -3.16 VOLUME II, CHAPTER 3, FIGURE 11-3.22 BMP C105 BMP 0207 BMP C233 NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION - THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. Straw bale -� 10 mil plastrc lining Staples Na We material (2 per bale) (ppbonal) Wood nr rnBlat slakes (2 per bale) Section B-8 � 3m Minimum Binding wire C?-- . - 1200 mm x 610 mm Wood post paklted wNle (as mm x aq mm Lag screws x 2.4 ml (125 mm) I I�ey�rel � Black Ynners ! r wRS+ro4rr , 150 mm height 915 mm } 1 9`T,�s mm Concrete Washout Sign Slake (typ) 17etail (or equivalent) f Varies Slydw dale - L ll! mil p435fiC )tiling ityp 1 Plan sa mm 200 mmf1 �r 3.05 mm dia. steel lYNe Staple Detail Nates: 1 Actual Fayout deto fined m the fi0d. The concrete washout SW slog he in Caged villein 10 m of Ino temporary concrete washout faraky. Type "Above Grade" with Straw Bales NOT TO SCALE Concrete Washout Area with Straw Bales ig Revised .funp- Zit t6 DEPARTMENT OF ECOLOGY Pbaarr see 1#QallWww icy wa.9orlcaPrnght.hlml for mpynght not, ncluding pernwssores. State of Washington W(ft1`6OF1 d kli"ity.aW*SUakner- CONCRETE WASHOUT AREA 2019 STORMWATER MANAGEMENT MANUAL FOR WESTE_ RN_ WASHINGTON____ VOLUME 11, CHAPTER 3, FIGURE 11-3.6 BMP 0154 SIDES OF V -DITCH TO BE SEEDE AND MULCHED AT A MINIMUA BLANKETS MAY BE REQUIRE TO CONTROL EROSIOI 4 2' 2' MIN. MIN. TEMPORARY EROSION CONTROL DITCH DETAIL N.T.S. CONSTRUCTION SEQUENCE: 1 CONSTRUCTION ON THIS SITE SHALL BE CONDUCTED SUBSTANTIALLY IN ACCORDANCE WITH THE APPROVED PLANS. DEVIATIONS FROM THESE PLANS SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND REVIEWING AGENCY- DEVIATIONS MUST BE APPROVED PRIOR TO ANY SITE DISTURBING ACTIVITY NOT CONTAINED WITHIN THE APPROVED PLANS - 2. FOR DEVELOPMENT OF THIS SITE, THE FOLLOWING GENERAL SEQUENCE SHALL BE OBSERVED: A. INSTALL STABILIZED CONSTRUCTION ENTRANCE TO PROVIDE SITE ACCESS AT INDICATED CONSTRUCTION ENTRANCE LOCATION. INSTALL VEGETATION PROTECTION FENCING AND TREE PROTECTION FENCING AS SHOWN IN THESE PLANS. B. CALL FOR INSPECTION BY THE REVIEWING AGENCY AND PROJECT ENGINEER. C. BEGIN TREE CLEARING AND GRUBBING OF AREAS WHICH ARE TO BE GRADED- D- BEGIN GRADING OF AREA TO SUBGRADE AS SPECIFIED. E. INSTALLATION OF STORM DRAINAGE FACILITIES (I. E., PIPING, CATCH BASINS, AND OTHER UTILITIES.) F. STRUCTURE CONSTRUCTION- G- PERMEABLE PAVEMENT SURFACE AND COMPACT TO 90%-92% COMPACTION. INSTALL POROUS PAVEMENT SECTION PER SHEET 5. H- PERMANENT EROSION CONTROL MEASURES (I.E., HYDROSEEDING, GRASSING, PLANTINGS, ETC-) 3- ONCE THE SITE HAS BEEN DISTURBED, CONTINUE OPERATIONS DILIGENTLY TOWARD COMPLETION AND STABILIZATION OF THE SITE. 4. MONITOR ALL EROSION CONTROL FACILITIEST REPAIR, MODIFY, AND ENHANCE AS DIRECTED OR AS REQUIRED. CONCRETE HANDLING NOTES: BMP C151 1- ANYTIME CONCRETE IS USED THESE MANAGEMENT PRACTICES SHALL BE UTILIZED. 2. CONCRETE PROJECTS INCLUDE BUT ARE NOT LIMITED TO CURBS, SIDEWALKS, ROADS, DRIVEWAYS, BRIDGES, FOUNDATIONS, FLOORS, STREET LIGHT BASES AND UTILITY BLOCKING. 3. CONCRETE EQUIPMENT SHALL BE WASHED OUT ONLY IN FORMED "WASH OUT' AREAS. 4, UNUSED CONCRETE SHALL BE RETURNED TO THE BATCH PLANT FOR RECYCLING. 5- CONCRETE WASHOUT AREAS SHALL BE CHECKED AND REPAIRED DAILY - SAW CUTTING AND SURFACING POLLUTION PREVENTION NOTES: BMP C152 1. SAW CUTTING AND SURFACING OPERATIONS GENERATE SLURRY AND PROCESS WATER THAT CONTAIN FINE PARTICULATES AND HIGH PH_ 2. ANYTIME SAW CUTTING AND SURFACING OPERATIONS TAKE PLACE, THESE BEST MANAGE PRACTICES SHALL BE UTILIZED - 3, SAW CUTTING AND SURFACING OPERATIONS INCLUDING BUT NOT LIMITED TO CONCRETE SAWING, CORING, GRINDING, ROUGHENING OR HYDRODEMOLITION- 4- SLURRY AND CUTTINGS SHALL BE VACUUMED DURING OPERATIONS. 5. SLURRY AND CUTTINGS SHALL NOT REMAIN EXPOSED TO THE ELEMENTS OVERNIGHT - 6. SLURRY AND CUTTINGS SHALL NOT BE ALLOWED TO DRAIN TO NATURAL OR CONSTRUCTED DRAINAGE CONVEYANCE PATHS - 7. COLLETED SLURRY AND CUTTINGS SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 8. WASTE MATERIAL AND DEMOLITION DEBRIS MUST BE HANDLED IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF WATER. IF THE AREA IS SWEPT WITH A MECHANICAL SWEEPER, THE MATERIAL MUST BE HAULED OUT OF THE AREA TO AN APPROVED DISPOSAL SITE. FILL AREA STABILIZATION: 1. ALL FILL AREA SLOPES SHALL BE ROUGHENED USING ONE OF THE METHODS FROM BMP 0130 AS FILL IS JBGRADE BEING PLACED- 2- ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER THE NOTES AND DETAILS IN THIS PLAN SET AND PER BMP'S C120 AND C121- 3. IN NO CASE SHALL DISTURBED SOILS REMAIN UNSTABILIZED AND UNWORKED FOR MORE THAN 7 DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) OR MORE THAN 2 DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) DEWATERING NOTES: 1. ALL DEWATERING FROM OPEN CUT EXCAVATION, TUNNELING, FOUNDATION WORK, TRENCHING OR UNDERGROUND VAULTS SHALL BE DISCHARGED INTO A CONTROLLED CONVEYANCE SYSTEM PRIOR TO DISCHARGE TO A SEDIMENT TRAP OR POND- 2- CHANNELS USED FOR THIS PURPOSE WILL BE STABILIZED WITH EROSION BLANKETS, CHECK DAMS, SEEDING, SODDING, MULCHING, OUTLET PROTECTION AND/OR ANY OTHER MEANS DEEMED NECESSARY BY THE PROJECT CESCL TO ENSURE EROSION AND SEDIMENT CONTROL STANDARDS ARE MET. 3- HIGHLY TURBID DEWATERING WATER FROM SOILS KNOWN OR SUSPECTED TO BE CONTAMINATED, OR FROM USE OF CONSTRUCTION EQUIPMENT, WILL REQUIRE ADDITIONAL MONITORING AND TREATMENT FOR THE SPECIFIC POLLUTANT(S) BASED ON THE CONTAMINATION. 4- WHEN DEWATERING WATER IS BEING DISCHARGED TO A WATER BODY WITH A POLLUTANT(S) OF CONCERN, THE DEWATERING WATER MUST BE MONITORED IN ACCORDANCE WITH CHAPTER 6 OF THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. 5- SUCH MONITORING IS THE RESPONSIBILITY OF THE CONTRACTOR - 6. THE DEWATERING OF SOILS KNOWN TO BE FREE OF CONTAMINATION WILL, AT A MINIMUM, TRIGGER BMP'S TO TRAP SEDIMENT AND REDUCE TURBIDITY. 7 AT A MINIMUM, GEOTEXTILE FABRIC SOCKSIBAGS/CELLS WILL BE USED TO FILTER THIS MATERIAL PRIOR TO ITS RELEASE TO A RELATIVELY LEVEL VEGETATED AREA. 8. WHERE NOT COST PROHIBITIVE, DEWATERING WATER, AFTER BEING FILTERED BY A GEOTEXTILE FABRIC SOCKIBAGIOR CELL, SHOULD BE DIRECTED TO ONE OF THE PONDS FOR INFILTRATION OR METERED RELEASE- 9- OTHER BMP'S TO BE USED FOR SEDIMENT TRAPPING AND TURBIDITY REDUCTION INCLUDE: ■ CONCRETE HANDLING BMP C151 ■ SEDIMENT TRAP BMP C240 ■ USE OF A SEDIMENT BAG WITH OUTFALL TO A VEGETATED SWALE FOR SMALL VOLUMES OF LOCALIZED DEWATERING ■ CONSTRUCTION STORMWATER FILTRATION BMP C251 THE PROJECT CESCL SHOULD DETERMINE WHICH BMP'S ARE MOST APPROPRIATE FOR SPECIFIC DEWATERING USES. CONSTRUCTION STORMWATER FILTRATION SHOULD ONLY BE USED AS A LAST RESORT WHEN ALL OTHER OPTIONS HAVE BEEN EXHAUSTED AND THE SITE CANNOT MEET TURBIDITY/POLLUTION MONITORING REQUIREMENTS OTHERWISE EROSION CONTROL SEEDING NOTES: BMP C124 1- SEED MIXTURE SHALL BE: 40% CHEWINGS OR ANNUAL BLUEGRASS, 50% PERENNIAL RYE, 5% RED TOP OR COLONIAL BENTGRASS AND 5% WHITE DUTCH CLOVER APPLIED AT THE RATE OF 120 POUNDS PER ACRE - 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY (E -G-, GEOTEXTILES,JUTE MAT, CLEAR PLASTIC COVERING)- 4- BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS- AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS - AS MANUFACTURED BY STREAMGUARD (#3001) BY FOSS ENVIRONMENTAL OR EQUIVALENT ADAPTER SKIRT GEOTEXTILE FABRIC UNDERFLOW DISCHARGE OIL SORBENT FILTER PACK 2019 SWMMWW STANDARD CONSTRUCTION NOTES: 1. APPROVAL OF THIS EROSIONISEDIMENTATION CONTROL (ESC) PIAN DOES NOT CONSTITUTE AN APPROVAL OF PER-MANENT ROAD OR DRAINAGE DESIGN (E.G- SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETEN-TION FACILITIES, UTILITIES). 2, THE IMPLEMENTATION OF THIS ESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRAD-ING OF THESE ESC BMPS IS THE RESPONSIBILITY OF THE APPLICANT UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 3- CLEARLY FLAG THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED- THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT FOR THE DURATION OF CONSTRUCTION. 4, CONSTRUCT THE ESC BMPS SHOWN ON THIS PLAN IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAIN -AGE SYSTEM. ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5, THE ESC BMPS SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, UPGRADE THESE ESC BMPS AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE, 6. THE APPLICANT SHALL INSPECT THE ESC BMPS DAILY AND MAINTAIN THEM AS NECESSARY TO ENSURE THEIR CON-TINUED FUNCTIONING - T INSPECT AND MAINTAIN THE ESC BMPS ON INACTIVE SITES A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT (I -E. A 24-HOUR STORM EVENT WITH A 10 -YR OR GREATER RECURRENCE INTERVAL). 8. AT NO TIME SHALL THE SEDIMENT EXCEED 60 -PERCENT OF THE SUMP DEPTH OR HAVE LESS THAN 6 -INCHES OF CLEARANCE FROM THE SEDIMENT SURFACE TO THE INVERT OF THE LOWEST PIPE- ALL CATCH BASINS AND CON-VEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9, INSTALL STABILIZED CONSTRUCTION ENTRANCES AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DUR-ATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. MAINTENANCE OF EROSION CONTROL FACIL MES: IN GENERAL, ALL BMP'S SHALL BE CHECKED WEEKLY AND AFTER A SIGNIFICANT RAINFALL (MORE THAN APPROXIMATELY 0.5 INCHES IN 24 HOURS). THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: 1. SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 1 -112 -FEET FROM THE TOP OF THE RISER PIPE, 2. GRAVEL AROUND THE RISER PIPE SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP WHICH WOULD RESTRICT DRAINAGE- IF THE GRAVEL BECOMES CLOGGED WITH SILT, IT SHALL BE REPLACED. 3. DIVERSION DIKES AND SWALES SHALL BE CHECKED FOR BLOCKAGE AND DAMAGE ON A REGULAR BASIS- WATER SHALL MOVE FREELY BEHIND DIKES AND IN SWALES AT ALL TIMES - 4. PIPE SLOPE DRAINS SHALL BE CHECKED FOR STABILITY. NO UNDERMINING OF THE PIPE SHALL BE ALLOWED. 5. FILTER FENCE SHALL BE CHECKED REGULARLY FOR UNDERMINING AND SEDIMENT BUILDUP. SEDIMENT SHALL BE REMOVED ONCE IT REACHES A DEPTH OF 1 -FOOT, 6- EROSION CONTROL BLANKETS SHALL BE CHECKED FOR STABILITY. BLANKETS SHALL BE HELD IN PLACE AND HAVE GOOD CONTACT WITH THE FILL SLOPE AT ALL TIMES. 7. ALL SEEDED AND SODDED AREAS, ESPECIALLY FILL SLOPES, SHALL BE CHECKED REGULARLY TO MAKE SURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE RESEEDED AND FERTILIZED AS NEEDED. 8- TRACKING OF MUD OFF-SITE WILL NOT BE ALLOWED. IF EXCESSIVE MUD IS TRACKED OFF SITE, IT SHALL BE CLEANED WITH A STREET SWEEPER- FURTHER TRACKING SHALL THEN BE PREVENTED BY WASHING TRUCK TIRES OR SWEEPING CONTINUOUSLY_ RETRIEVAL STRAP fl OVERFLEW (TO BYPASS PEAK STROM VOLUMES) 24„ SEDIMENT ACCUMULATION INLET SEDIMENT PROTECTION (BMP C22D) M.T.S. INLET SEDIMENT PROTECTION NOTES: BMP C220 1 INSTALL INSERT PER THE MANUFACTURER'S SPECIFICATIONS 2. MAINTAIN AND REPLACE INSERTS AS RECOMMENDED BY THE MANUFACTURER, AS REQUIRED BY THE INSPECTOR OR PROJECT ENGINEER, AND AS OTHERWISE NECESSARY. MULCH NOTES: HMP C121 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 - 3 TONS 1 ACRE OR OTHER WOOD FIBER CELLULOX MATERIAL TO BE APPLIED AT THE RATE OF APPROXIMATELY 100 TONS/ACRE- 2- MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SOILS - 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON- 4- ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1- 5. MULCH MUST BE MAINTAINED UNTIL SITE HAS ESTABLISHED 80% GRASS COVERAGE. g r Q 213100247 G4 IST CNAL E I rn •n W�n LU 7 VJ o V! N w Z W m (0 0 Z j Q in ]0C � y x U)ujm E VI �. m v ti Q W r o W U=7 Q in � 0 �-�LO T- ❑ m C ti = > 04 Z W X00) r ❑ 0W Z m Z Z LU Yli W 1 ILL t7 ? C] W _3 r LU �- U) ¢ * LU w W Q _ 0 0 0 ❑ ❑ U ❑ u3 O Z 0 0 0 U) W 00, I 213100247 G4 IST CNAL E MI.-: I rn •n W�n LU VJ o V! N w Z W m (0 0 Z Y Q in ]0C � y x U)ujm E VI �. W M v ti Q W r o W U=7 0 in � 0 �-�LO T- 0 +y 4-+ a C ti � _j r 04 Z ( W X00) r ❑ 0W Z m W Z W ILL 1r 2 r LU �- U) * LU 1 W Q N o [Zl LID 0 0 Z L 1- Z W O Z 0 0 0 U) W U MI.-: rn •n LU Ion, w DO 00 0 Z Y Q � y x W� VI � 0ZZ i r.�1 ti I� r o W U=7 0 in � 0 e OBD Q a C ti > 04 Z m V U) U W W ILL 1r r LU �- U) LU OLL r 0 Z r O f-- O a a / 1 AGENCY NO. SHEET: 4 OF _36 H:0 G N 121-000121-0061CD INDEX: 21-006 ec-dwg O JOB. 21-006 , TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. GomT wrrror _ r _ 40 20 0 40 80 _- ♦ �' CAW = 40' I I I - .- •i w f'ir• ' l I I I I I TAHOlvlA TERRA �r ��� •. ; �_ � �' � ---_ � .: :, � � of DIV 5&C Lo4m _21 .• .vy,y -`�a , � + {M � •r Vis.. i . -� � - Rw W _ - � -� - -- - - - .. •__ ~h .r.-�f ''S• -f � . 1 ` .RS% . • ��•• • ._ � � ��' t __ y ,'~ „ vti• rs�rJ - Rry -- I''' •1 - �`• '•r :fes-s'•�°,-�. I ' r2&' * •f 4t _ .r � -- ,� r -�i '4 •• ���'] • ,� • .v a j• ftW 111 HW - - qyy _ ` r- =i� f•Y :amus. - •�, �• ar ss •; . r Ir � ON -w � � � � 334 C 1 ~mow 4 - --- -- - _ �+� sw Rw nw M _ r j �' `�' BIIDRETENTION CELL Li cp bsr�i FFE 339.00 FFE 348.00-'� u3 '.3 - - 32g•� A M 1 �� A _ r Wc 353 -•- • ' .. r,�`3 1 r LO TS � ,:..FFE 33 - ._......;.............,.. _ FFE 34S.00--," 5 DI 342AU ' �L _ 3 = ' f L• - YS .s- 3 s `. VL'9 a i A - 5 s s v s s en s 339cy - C 3 g 80 g 340 _ 34 1 REGIONAL S s s �'~ r 5 341t►'''`' - STORMWATER `T # fir. 342 _ DETENTION �' s s�� s s_ _� POND , 3 3 S do Ns 5 s s '-I 11 344 2:1 MAX GRADE 345 TO EXISTING 346 i EXTRUDED CONCRETE CURE -IT = C - TYP ❑ 5 E N r - 1 I - +� _ r INT — EGRAL CURE 8 WALK I TYP ON � _ I !l r - r r 61- t _ . r - - r I —f { S 78640000015 FUTURE } r= _ I y I .J P1�4 T . + II TRA 1 _ DEUEL' p EN ` . I _ - - I I - - - - - I T H M TERRA - '•. A O A R A - I E 1 HOLDINGS LSC GEOTECHNICAL SPECIFICATIONS: FINISH CONTOUR 1. ALL EMBANKMENT MATERIAL SHALL CONFORM TO SECTION 9-03.14(1) (1 -INTERVALS TYPICAL) GRAVEL BORROW OF THE WSDOT STANDARD SPECIFICATIONS. 2. EMBANKMENT MATERIAL SHALL BE PLACED AND COMPACTED TO 95% OF EXISTING CONTOUR THE MAXIMUM DENSfTY PER WSDOTIAPWA STANDARDS 2-03.3(14)0. (I' INTERVALS TYPICAL) 3 EMBANKMENTS SHALL BE PLACEL] PER WSDOT STANDARD NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES - THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION - THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER- EARTHWORK CALCULATIONS CUT 13, 900 CY FILL 6,500 CY NET (EXPORT) 7,400 CY FOR PERMITTING PURPOSES ONLY NOT TO BE USED FOR BIDDING CUT / FILL NOTES: A, THE GROUND SURFACE FOR THE PLANNED FILL AREAS SHALL BE PREPARED TO RECEIVE FILL BY REMOVING ALL TREES, BRUSH, LANDSCAPING DEBRIS AND OTHER DELETERIOUS MATERIAL - B. EXISTING SOILS IN FILL AREA SHALL BE EXAMINED BY SOILS ENGINEERIGEOLOGIST RETAINED FOR PROJECT - C. TOP SOIL AND ANY OTHER SOILS THAT CAN NOT MEET COMPACTION REQUIREMENTS AS SHOWN IN THESE PLANS SHALL BE REMOVED PRIOR TO THE COMMENCEMENT OF FILL OPERATIONS. D, EXISTING SOILS IN FILL AREAS SHALL BE COMPACTED FOLLOWING THE RECOMMENDATIONS OF THE GEOLOGISTISOILS ENGINEER - E. THE GEOLOGIST RETAINED FOR THE PROJECT SHOULD BE INVOLVED IN PLANNING THE EXTENT OF EXISTING SOILS TO BE REMOVED, THE LOCATION AND THICKNESS OF FILL PLACEMENT, OBSERVING PLACEMENT AND COMPACTION OF FILL SOILS AND IN VERIFYING COMPACTION REQUIREMENTS HAVE BEEN MET. SPECIFICATIONS METHOD C- 4- AREAS TO BE FILLED SHALL BE CLEARED AND GRUBBED PRIOR TO PLACING ANY FILL MATERIAL. 5. A GEOTECHNICAL FIRM CAPABLE OF SUCH WORK SHALL SUPERVISE ALL FILL PLACEMENT AND SUBMIT INSPECTION AND COMPACTION REPORTS TO THE PROJECT ENGINEER. 6. NO FILL SHALL BE PLACED DURING PERIODS OF UNFAVORABLE WEATHER OR WHILE THE FILL IS FROZEN OR THAWING. 7. WHEN THE WORK IS STOPPED BY RAIN, PLACEMENT OF FILL SHALL NOT RESUME UNTIL THE GEOTECHNICAL FIRM DETERMINES THAT THE MOISTURE CONTENT IS SUITABLE FOR COMPACTIVE EFFORT- $- THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND REWORKING OF ANY FILL THAT HAS SOFTENED OR HAS LESS THAN THE REQUIRED COMPACTION_ 9. ALL DISTURBED SOILS SHALL BE SEEDED, MULCHED OR OTHERWISE PROTECTED FROM SHEET WASHING AS SOON AS POSSIBLE FOLLOWING GRADING. 10. ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED UPON COMPLETION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT COMPLETE COVERAGE OF THE DISTURBED AREAS IS PROVIDED AND THAT GROWTH OF THE VEGETATION IS ESTABLISHED- SEE ADDITIONAL REQUIREMENTS FOR EROSION CONTROL ON SHEETS 5 8.6. Q C) z U) M Q 0 rq N 'T `z IV E3 UJ r N I31 Z Wm N UJ 03 ❑ z O mQ z ¢� I'' U � z > ui 00 �o�rtr Of 1 W 0 N I31 Z Wm N UJ ❑ N> Lo M Do0 NL(D .0� 0 rn C < u- �¢ 4i C z Z Z_rn LL a U) O o Lo r o +, (/] � I� W V' � r o 0 Lu z G) � M LL r U z W J W * 1 2 I31 04 v ❑ 10 7 C) rn z U) O o (/] 0 L I1J LL r U J * 1 3 y • a r So uj z o� z Q w:f 0 z J W ti a a 0 D co ti ❑ > N z J 0 0 a H m J N O LL 0 ~� Wlu � o > � Z LL z r D H 0 a Q � 1 AGENCY NO. SHEET: 5_ OF 36 H:DGN121-000121-006= INDEX: 21-006 grd.dwg r JOB: 21-006 *4 1f % TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. i FFE 345.00 BUILDING BY//S IDEWALK -- FG 344.99 7" RISE PER STEP -/ SECTION A -A N.T.S. FFE 339.00 BUILDING D j SIDEWALK j @ 1.99% FG 343-24 EX. SIDEWALK FG 338.68 SECTION B$ N.T.S. � �rrrr r / r r / r r r BUILDING D r r r r r r �r FFE 338.0&///// ++ - FINISH GRADE i EL 338 - 337 j 2' - 3' FOOTING DESIGN BY - 1 STRUCTURAL ENGINEER SECTION C -C EXPOSED FOOTING DETAIL N.T-S. -s 1 X55 ss mss a� po• �'' ss 3 STEPS W17" 1 RISE PER STEP l ss} ~SS S '� . a� pia ■ o�PCc � ; '�-5g� - - � I � � C P„ 3 ❑ Q v `� ad a a d ��� ~55 f +7 SS~ D • r+ 4 P,.5D— ss 55 � (+J P 4 �Qa a °o'er CpdQ a _ mss° I+} f rss r_l ss _ss6. d y-� SD- SS c 'S 4U 7 9 WAR a i + SR t� SD SS - - - - _a4 4Pp° 4 • . •a SR - - --°04 " " v � � �' >Y; - - - - trp ■ ' ❑ . .j] •J � ■a4 ■ 1 _-'.. v4+vaavt'ct �d� d' ° - - _ a y° a 4a e°45°Dod a :9g�a a �Y + ..Ira a■ 4 a as A $ p 3 4r. .v + P a y� 4 ' C _ ................. C: ... . FFE 348.00 \ f 35 2 - ::':::... ' ►-- f j '' FFE 345.00 41353 :..._...._............................. ._............ .. { w........... ................._.......... . ........... I 3 353 , — cdj 6L 16 .............. 353. ......� i I ....._.......... 35 - .. n.... 353_,; `5� +� w AT 98+71.05 WHEEL STOP ... S• _ H - 346 (�) SS -............................................ ' + = ; _. _r` ` • �.� _... . 114,00 DRIVE S 5 5 , 343 S s 's S � T � S S 2:1 MAX GRADE — TO EXISTING NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. 1 I -IR-a S � f ►= CIL INT 11 +90.58 (A) = 16+28.48 (H) 139 w _ SEE SHEET 12 FOR INTERSECTION GRADES S GV C� j r 13+00 s S S S S S �.-- 'ATTON GODAT PANTIER Y SMA - 'r 5 S S 34' 15 5 S r J r _ .......344 •-- ....................... 34% CITY OF YELM e VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/91, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. 20 10 0 20 40 SCALE: 1" = 20' S d L. g z g— b Q d V7 a- p N Z U m U cv fn r a m ¢ _ > w w z L7 U iw -1 1: 0 0 ' EXPOSED W FOOTING _ SEE DETAIL v' .. - TH 15 SHEET ❑ 7 ' 7 1 U goo SEE SHEET 22 FOR U)� INTERSEMON L W 07 U GRADES r �y Q LL ❑Z�Q ?a0) c i RE Lo o Qui r rn �❑d) zW0 6 1 Z I'7 Z W 1 N Q � 1 `3►38 � a z Z o � O Lu_ �LL. " 00, 1 C� w OD az IL - w2 r WMEN � d a z a w Q U) Jz3 00 cq z m � o IIIA U) LL0 D W U3 W f- Z0 ❑ w z D H D CL a Of � 1 AGENCY NO• SHEET: 5 OF 36 H; IDG1V121-Q000 1-M\CD INDERI-006 grd-enlarge.dw JOB: 21-006 Of A# 10 CITY OF YELM mz a N b¢ U m C) � u ' VERTICAL DATUM MERIDIAN HORIZONTAL DATUM e NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE ��• �. - SYSTEM NAD 83191, SOUTH ZONE 4602, PER m m TCHPN, SCALED TO GROUND SCALE ❑ m ❑ ¢ _ °se- F `;y'°' COORDINATES USING A COMBINED SCALE Z z y Lu °. FACTOR OF 1.00097995952. [7 w ¢ a r 7a • HATTON❑ V ❑ b ;�•��• . ,_' ' � • raoAT 30 15 0 30 80 w PANTIER � adz -' • i •• 00, .-• . •s R' - - jr 1' ROOF DRAIN CLEANOUT n_ , • J -f _ w ,g„�....- TAHOMA TERRA (TYP) - 8}. .:a DIV 5& 6 1 E ••a:=.a4> 4= j I 1 ROOF DRAIN SYSTEM f (TYP) _� a �'' w1 , ` , tid 4 - • `-'. 3-7 a f I a yrs.• - D • • .d • EXISTING '� •e • �- ,,r., L 1 1 tING CB (TYPE d - ter` �_ a++ •'' ;L_7 ■ n ` $ �a. . ,+..:dam iD ,r, 1>y s .y illis , 7 . Y9■ �.• .Qq /Ja - ..L Pc.c. 'F C t yd • 6 _ - --- R1y ---- - � ••� • • • •.Sys• •' ;3•- r 0 a '+6 . S' o B�� a•.' _ , 5'+S'-�a -a�. ,�eo�'4 es, �1'+iO . • a+ - ° �txN � ' • ' s i ���ii _ RW - w - --- „N, - -- S _ ~mow w �w � - � ayy ---- - Y � .�a-�� � w � w RW 5 Fm RW RW RW 1_ CELL WITH 11 I � w w w w ” . so 1 1 1 UNDVRI? IN %SID 1 j _ =' `mss ;; �Jppo - � ' I L► Y y' 3,3,3 � - i _ 'a• .rr9` - e. •9-�'-,.a oPe +�_°o-°' 1 •~ - - -�.. �s� ii, { s r.�'� �„6� n � '; ... _ _ � _r� .% r . .; • r4K � � }ice � 50TO v °• r 9 } - 3318 n CB TYPE 1 � AL co A M N :%10d ,J o� 3� II r'� ► �, r 1 _ FU TURE ' OB =r� s LATS lopss DIV 7&8 t ol 317 ® • 1.1' S S N ST � ■ `� V `I S 339 �'I A C . S� ® � 5 S ` V C CV 340 �n S $ S S s 340 1. I t 1 c0 1 1 L I 342• I 5 {i ------------ - _ — go ftl - --_- -- ----- - FU TURF - - CONTROL STRUCTURE QE VEL OPMEN T PVC STORM MAIN P FOR METERED RELEASE � ) f — TYP Tfi�TPNPE 1 786 40000015 I f I TRACT TZ TAH OMA TERRA — CB TYPE 1 H OLD IN GS LLC G wl SOLID COVER DISCHARGE AT OUTLET (TYP) WITH STABILIZED ROCK PAD NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. 10 (�' Of 1 W �Wm W U) co N ]OD NNW E W0) a Z 7 a ?aa C 2JC6 L W r a m L0 Z Ly) r Z W W Q I ♦ r ¢ 'n ❑ a 0 U) z LuZ o � rn o 7 W Of C] Lo Z Lu QOD m b Q 4 W 0 0 z CL_ w z o N N z m a G f i 0 0 LL QLu W W 0 >P LL 0 z *- g G a AGENCY NO. SHEET: 7 OF 36 ROGNO-0000-00MCD INDEX: 21-006 dm.dwq ,SOB: 21-006 TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS C I T Y ❑ F Y E L M 7> z o Q HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION U m U o N Z FURNISHED BY OTHERS- WHILE THIS INFORMATION IS BELIEVED TO I VERTICAL DATUM MERIDIAN HORIZONTAL DATUM _ r BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT - ❑ RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE } SYSTEM NAD 83191, SOUTH ZONE 4602, PER m ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED TCHPN, SCALED TO GROUND SCALE ❑ m ¢ _ a INTO THESE DRAWINGS AS A RESULT. z m w COORDINATES USING A COMBINED SCALE ui FACTOR OF 1.00007995952. 2 U w NA7PON _ U) W GCOAp R 15+90.98,111.12- LT (A) 20 10 0 20 40 0❑ ❑ U D c Y INSTALL' -- '�'SCALE: �' 1" = 20' ' CO -136 RIM 336.89 ow FL 334.52 (6" W) FL 334.52 (6" S) 25 LF 6" PVC C ),g - @ 0.0051 FTIFT 15+24.48, 111.12' LT (A) 15+65.4.8, 111.12' LT (A) l INSTALL INSTALL CD -D1 ' CO -D5 1 � � 1 RIM CO -Dl is RIM 338.95 Ss 20100247 FL 335.94 (6" W) FL 334.65 (fi" E) l 1 �j �5� -isrERE� o 12+21.01,116.54- LT (A) 12+87.47, 126.20' LT (A) L # 10+68.83, 114.08' LT (A)--) INSTALL INSTALL 26 LF 6" PVC ti INSTALL f CO -132 CO_134 @ 0.0098 FTIFT ' ' _ 1% CO -Ai RIM 344.16 RIM 344.89 � '! RIM 348.08 �' FL 341.74 (6" E) FL 342.00 (6" E) 15+06.50, 111.51' LT (A) - s5 _"- f FL 345.00 (6" W) FL 341.74 (6" S) 25 LF 6" PVC INSTALL" 10+87.82, 114.08' LT (A) CO -132 ss e INSTALL ' LT (A) 2fi LF 6" PVC 26 LF 6" PVC @ 0.0102 FTIFT RIM 339.29 11+25.83, 114.08 38 LF 6" PVC - CO -A4 @ 0.4098 FTIFT FL 335.69 6" E _ RIM 347.95 INSTALL @ 0.0098 FTIFT 14+95.11, 101.10 LT (A) ti FL 335.69 (6" S) - ° . -0 mss mss @ 0.0100 FTIFT CO -A5 13+12.68,130.10- LT (A) INSTALL ( ) --ss -e a n � FL 345.00 (6" E) RIM 347.25 CO -C4 _ O s -12+46.26, 120.11 LT jAj INSTALL rte, a a $ �s_ FL 344.62 (6 W) RIM 341.43 ss - - tib,-$°J;� ° e >> op° n'�a o• mss F-38 LF 6" PVC „ INSTALL CO -65 " _ Y o ►464 d � FL 344.62 (6 S) FL 339.00 6 E ss } {Q e as cg°cv��q a; . sn� mss @ 8.0100 FTIFT CO -B1 RIM 344.31 ( ~ d + a ii a m �9� ss 1 RIM 344.92 FL 341.74 (6" W) oo c� °a 4. ` a4 a g W ti • 9 o a° a (+ e e �lrb� q ii"l�apd b❑ a 4 �0 e e S°�to se�`ss-=... FL 342.00 (fi" W) FL 341.74 (6" 5) �5' - -- a c o A sDG W ave a4s c 466. `- - -55�� - ss' 40 _ N ��p; a 40� 48 �.����� 1 �'�• .. :� {� p n 4❑ a• • +$ e 4 4 Y *r '� a• a v 4pp q 4 ° 9 rn n V ° . m • A o a e e alp v a 60 ` . Sp -SS ss _s5 4e o• d ❑ . . V°`ao n ❑ a i 1 _ v� 4+ Mt ~ --- _ • o Q �, A� + a •a d ' . v u e . x, .0 �00 � �r �v�,.-� v� C�o e P ° p too 66 LF 6" PVC a d e e sn�_. _ a qAg ya a '� qoQ 1 • q @ Q.OD50 FTIFT ' �, D] Q ~ �� G ' 4 .. a ► • �..- , , .M1 4 v t]R'?-�p nQ . •�`ii �o a 0 • A 41 a a a • • u R?'9 4 '4 ?� Q Q Q m 10+30.83,114.08- LT (A) -------f -� • a 4 �" �n ee LL INSTALL f --- Y "• p° J * 1 �� Z C CO -A2 f F ' ,'�; r / ❑ T 56 LF 6" PVC o - FL 333.88 (6" W) Z - f . ,�.. fes. .f Fr` :: 1 RIM 34825 t: ,:. ', .. _ T ° d N l -2 LF "PVC d� - C __ _ F Q x �. x r @ 0.0099 FTIFT 2 S FL 344.62 (6 E) e - 1� J 15+90.98, 45.27' LT (A) @ OA139 FTIFT r. FL 344.6216" 5) �7 �l 13+94.10,111.08- LT (A) I p 15+04.89, 55.45 LT (Aj INSTALL ll Q } 1 l INSTALL x �5 INSTALL CB -RD -D1 J C _ Orn CO -C1 CO -D3 FE ` RIM 336.90 _ - _ RIM 341.87 RIM 339.40 FL 334.19 (6" N) ' ' 1� p Q 66 LF 6" PVC --" ` Yom- %' " � ;i' `r•Y FL 339.00 (6" W x � ' W fib LF 6 PVC f ) x � FL 335.13 (6' N] FL 334.91 (6' W) � @ 0.0100 FTIFT FFE 348.00 + f. @ 0.0100 FTIFT 55 LF 6" PVC- - - •- , FL 335.13 (6" E) FL 334.19 (6" E) Z m L'7 f �j @ 0.0097 FTIFT 15+81.39, 89.80' LT (A)- 22 LF 6" PVC o J -- -66 LF 6" PVC 'i INSTALL @ 0.0100 FTIFT Z W 10+30.83, 48.17' LT (A) _ / / `k 1 W INSTALL11+25.83, 48.17' LT (A) + @ 0.0100 FTIFT CO -05 FFF 345.00 r RIM 341.31 CO -A3 95 LF 6" PVC INSTALL r 25 LF 6" PVC FL 338.74 (6" W) -72 LF 6" PVG RIM 348.62 ' @ 4.01Q0 FTIFT CB -RD -A1 -12+30.66, 51.24' LT jAy fr FL 343.96 (6" N) '•!'.'.. RIM 347.74 j J` o - @ FL 343.96 (6" E) FL 343.01 6" S Q CO- ALL ( ) @ 0.0102 FTIFT FL 338: 54(LF 6r' PVC - 6 ) 13+2D.79, 75.25 LTA 13+32.77,110.25- LT (A) 0.0707 FTIFT RIM 345.53 INSTALL INSTALL C@ 0.0900 FTIFT ^� FL 341.08 (6" N) CO -B6 - _ t5 � 1 -- - - --_- V J FL 341.08 (6" E) RIM 344.66 J CO -C2 14+92.28, 41.94' LT {A) 15+18.59, 45.27' LT (A) _ - _ + + FL 341.21 (6" N) RIM 342.70 12.00 INSTALL r INSTALL �1 r 0 _~I ,. FL 338.74 (6" r) CO -C6 rn CU -D4 FL 341.21 (6 SW)-- '� a pW I.;I Q FL 338.74 (6" S) RIM 341.81 k r� a i� //// /i!f' �.', :. r-. __j \ RIM 339.65 - u� i L / !f If I FL 338.20 (6 N) / r FL 334.91 (6 Wj _ O - - _ `• ��� �� 15 LF fi" PVC - 6fi LF 6" PVC FL 338.20 (6" SW) ° FL 334.19 (6" E) @ 0.0106 FTIFT @ 0.0100 FTIFT ` _ 1 rn -� `. `. ` !I 82 LF 6" PVC- + ' _ z @ 0.0100 FTIFT r �/ � 1 r 711 _ u� 13+11.93, 63.25' LT . A) 9 o 17 LF 6" PVC y- -- r♦ �_ INSTALL '_ 88 LF 6" PVC . @ 0.0541 FTIFT 5 CB -RD -131' � y' @ 0.0100 FTIFT RIM 4.02 4, 11+00 v � FL 340.26 (6" S) 14+78.75,40.29- LT (A) CIL IN FL 340.26 (6" W) , INSTALL ! 16+28.34 (A) 1 " -- -- Q + FL 7. NE 34 85 ($ ) CB -RD -C1 � 16 96-77 (J) ,� J RIM 341.13 - r 53 LF 6 PVC ; 121()0 - IL 63 LF 6" PVC �� `+ FL 337.28 (6" S) @ 0.0167 FTIFT @ 0.0131 FTIFT l FL 337.28 (6" W) - � � ¢ 1 � f 44 LF 6" PVC 5~ -------_-- FL 337.2$ (6" NE] -------- ---- V � - / @ 0.0145 FTIFT 13+p4 14 - v r- - • W - ul FL 342.13 (6" N) J� $ f - Q00 i z CIL I NT - 9- 11+90-59(A)_ - 11+90-59(A)_ ' -13+68.60, 45.23' LT (A) INSTALL __ Mw1 - 16+28.4$ (H) o � ' � ' CO -C3 O- 1 RIM 342.81 FL 338.09 (6" N) Ft 336.65 (6" N) L31 w ' FL 338.09 (6" E) ul W 0. FL 339.44 (6" N) ❑ ~ _ co z J z - a m � U 4 Q ul LL L1. 0- 0 - Lu F 0 LIU LL z z � G= O- a- = NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR d � = THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES - THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR - TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, AGENCY NO. UNLESS CERTIFIED BY HATTON GODAT PANTIER. SHEET: 8 OF 36 H :IDG W21-000121-0060 D ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE INDEX: 21-006 rd.dwg REVIEWED AND APPROVED BY HATTON GODAT PANTIER. - J i JOB.- 21-006 or TOPOGRAPHIC NOTE: THE FISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS- WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. 365 C 355 350 9 335 kxol 325 320 g+75 THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT. UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. 0 ►oa HLnr- .. . ' r-11+48.83, 0.00'T (A) INSTALL !�- CB -A1, TYPE 1 - -� Q RIM 345.48 FL 341.96 (8" E) FL 342.13 (6" N) CIL INT - 11+90 -58 (A) = 16+28.48 (H) n U) U-) rn 00 m co GRADE BREAK 7D+79.38 t.�EL. 348.77 GRADE BREAK 70f27.83 EL. 348.65 -2, h7io. t- oo 0o LL7 [GIIIII] SEE SHEET Y0 �! to k& q PT. L6-+71 35 � 1 site 5y�k-r -zD 84 LF 8" PVC - - @ 0.0179 FTIFT 77 LF 8" PVC @ 0.0154 FTIFT 12+32.34, 0.00' T (A) INSTALL CB -A2, TYPE 1 RIM 345.48 FL 340.46 j8" W) FL 340.46 (8" E) FL 340.46 (8" NW) c� i 0n a Lo o "' w a v ti to w L6 6 cb t,6 u'] � u, u] \-J . Ln Lo co SCALE: �►' 1"= 5' 11+00 +48.83, 0.00' T (A) INSTALL CB -Ai, TYPE 1 RIM 345.48 FL 341.96 (8" E) FL 342.13 (6" N) a co co Lo NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES - THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 84 Lr b" F'VL: @ 0.0179 FTIFT - 56 LF 8" PVC @ 0.0106 FTIFT 13+09.25, 0.00'T (A) INSTALL CB -A3, TYPE 1 RIM 343.58 FL 339.27 (8" W) FL 339.27 (8" E) FL 339.44 (6" N) 69 LF 8" PVC @ 0-0247 FTIFT -13+65.36, 0.00'T (A) INSTALL CB -A4, TYPE 1 RIM 342.19 FL 338.68 (8" W) FL 338.68 (8" E) � m C] CtY r Ic PROPOSED FINISH GRADW a PROPOSER CIL r Q CITY OF YELM i) f VERTICAL DATUM MERIDIAN HORIZONTAL DATUM Y NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE -- --- SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. HATTON GO AT FR PANTjF30 15 0 30 60 17+36.91, 16.00' LT (J)-,`32 LF 12" DI SCALE: I"= 30' INSTALL �., C�-�" @ 0.0097 FTIFT CBti13, TYPE 1 __ -- 17+36.90, 16.00' RT JJ)INSTAL CJ�y RIM 336.45 rjEE `�, _ �- CB�I2LTYPE 1 FL 333.88 (8 S) Z . _ RIM 336.45 FL 333.88 (12" E) 1 FL 333.57 (12" W) FL 333.88 (6" W)FL 333.57 (12" N) G�, FUTURE LOT.FL 333.57 (12" S) CIL I NT 16+28.33 (A) 1 16+96-77 (J) L 63 LF 8" PVC @ 0.0265 FTIFT 14+54.59, 0.00' T (A) INSTALL CB -A5, TYPE 'I RIM 339.99 FL 336.48 (8" W) FL 336.48 (8" NE) FL 336.65 (6" N) o v 0? 17 m co co co cl] sn N co C7 cri @ 0.0080 FTIFT 15+'18.59, 0.00' T JA) INSTALL CB -A6, TYPE 1 RIM 338.41 FL 334.81 (8" SW) FL 334.81 (8" E) see 5 vAffl 48 LF8"DI @ 0.0080 FTIFT 15+86.44, 0.00'T (A) INSTALL CB -A7, TYPE 1 RIM 336.74 FL 334.26 (8" W) FL 334.26 (8" N) 365 360 355 PROPOSED FINISH GRADE @ PROPOSED CR lK350 EXISTING GRADE 0 PROPOSED CIL - CIL INT - 76+233 jA}� -345 1 - 16+96.77 fJj Ik EL. 337.57 GRADE GRADE BREAK BREAK 15+86.44 _ --' --EL. 336.74 EL. 337:25 340 77 LF B" PVL: -I'` 2.QQ% to @ 0.0154 FTIFT 56 LF 8" PVC- @ 0.0106 FTIFT - - ' 12+32.34, 0.00'T (A) -' 1, N 89 LF 8" PVC- Zo 1 li M INSTALL13+09.25, 0.00'T (A) U @ 0.0247 FTIFT ii 63 LF $" PVC I I r CIB-A2, TYPE 1 INSTALL U) In (o E fib LF 8" DI -' 16" SWR v RIM 345.48 CB -A3, TYPE 1 13+65.36, 0.00' T (A)- I o Z 0265 FTIFT 0. @ � @ 0.0080 FTIFT 0 8110 (L FL 340.46 (8" W) RIM 343.58 INSTALL ¢ 14+54.59, 0.00'T (A)-- F- ❑ m QJf'7 0 7 WTR I > FL 340.46 (8" E) FL 339.27 (8" W) CB -A4, TYPE 1 z 0) M Iy) INSTALL w 15+86.44, 0.00' T (A)� ui 1 [7 3:0 FL 340.46 (8 NW) FL 339.27 (8" E) RIM 342.19 2 N ¢ CB -A5, TYPE 1 INSTALL W + 4"33 33 17+36.94, 16.LO' RT -0 (J) FL 339.44 (6" N) FL 338.68 (8" W) 0 p L} RIM 339.99 15+18.59, 0.00'T (A)- CB -A7, TYPE 1 FM LL INSTALL ~ • FL 338.68 (8" E) FL 336.48 (8" W) INSTALL RIM 336.74 00 0) CB-JRIM 2,, TYPE1 0 z i*i FL 336.48 (8" NE) CB -A6, TYPE 1 FL 334.26 (8" W) V 36.45 iii W � J 0 FL 336.65 (6" N) RIM 338.41 FL 334.26 (8" N) ti r FL 333.57 [12" W) z (D Vf V) FL 334.81 (8" 5W) - O IUD FL 333.57 (12" N) Aa EXISTING GRADES r• FL 334.81 (8" E) 48 LF 8" 01- CL FL 333.57 (12" S) 0 w W @ 0'0080 FffFT o > LL 0 @ PROPOSED CIL A � o 1 rn o 00 (o ,� co 0 32 LF 12" DI • cn ago, � ccoo co � c`nv @ 0.0097 FTIFT (6 r to a] �� �f7 [µ ms `: G o7 47 ❑) W O7 c(i 00ul) co c*} c+7 tM7 i':° m cn m m m M C7 c'7 c'7 ie3 SHEET: cn OF 36 R OGMn211-00=11-MCD INDEX:21-006 grd p&p.dwg JOB: 21-006 320 Ilj 1fi.00'LT(J) 12+00 13+00 14+00 15+00 16+00 INSTALL 16+75 INSTALL DRIVE TAI PROFILE 3, TYPE 1 RIM RIM 336.45 FL 333.88 j8" S) FL 333.88 (12" E) FL 333.88 (6" W) 2Z l N o Zo a- 0 d M 11 U oo U a ii W N E5 r r d7 0 U) In (o E Wrn� v au. L L7 o Z 7 iD 0 :D (L ¢ 0 +, F- ❑ m QJf'7 0 L 2 > w z 0) M Iy) z z w Z U1 ui 1 [7 3:0 w 2 N ¢ w ¢ W 0 p L} ❑ co m I W rr m Z Q Q > W N m goo ❑ d7 0 U) In (o E Wrn� v au. L ❑ o Z 7 E 0 O LD (L ��I[7 r 0 +, F- QJf'7 0 L 7 L co � W O r- (6 z 0) M Iy) t L�W r Z U1 W 1 2 Ill' ¢ N O Lo ❑ d7 0 F -- z z w li 2 O LD OU w F- t 1 m ~ • 1` w A 00 0) 0 z i*i V z iii W � J 0 J ti r z (D Vf V) O IUD Aa r• .3s CL d 0 w W o > LL 0 A � Yw ,� a Z O CL low a AGENCY NO. SHEET: 9 OF 36 R OGMn211-00=11-MCD INDEX:21-006 grd p&p.dwg JOB: 21-006 TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT - THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER- ♦ FU TURE DE VEL CPMEN T - - TRACT 12 _ T A H DM A TERf?i�s*� ` HOLDINGS LLC NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 365 CIL INT 17+34.14,16.00- LT JH) INSTALL CB -H1, TYPE 1 SEE SHEET 9 RIM 343.88 FL 341.19 (8" E) Q f F E- 140 00 1 n --- ; L '1 W) - CD Lo s 03*4* is PLAOtR - 32 LF 8" PVC 'n SIDEWALK @ 0.0050 FTIFT 'ROAD i 1 11 +90. 58 (A) = _ ( 4Po j 16+28-48 (H) + i J ®LDS `0■ .� SEE SHEET 9 12+32.34, 4.00' T (A) 16+67.68, 16.00' RT (H) '? `- S"v INSTALL INSTALL CB -A2, TYPE 1 CB -1-13, INSTALL 3, TYPE 117+34.14,16.00- RT (H) RIM 345.48 48 LF 8" PVC - NSTALL @ 0.0049 FTIFT RIM 345.27 CB -H2, TYPE 1 FL 340.46 (8" W) FL 340.69 (8" N) RIM 343.8$ FL 340.46 (8" E) FL 340.69 (8" SE) FL 341.03 (8" W) FL 340.46 (8" NW) FL 341.03 (8" S) -67 LF 6" PVC @ 0.0050 FTIFT 3E0 ORAV E BAW" 15+52.53 EL. 356.77 355 350 --- 345 335- 330- EXISTING 35 Go Go co co � 00 m co [r] c`7 r7 co `r PROPOSED FINISH GRADES - - G PROPOSED CIL CIL ►IVT PROPOSED 76+28.48fHj= FINISH GRADE TGRADE BREA►� 1'7+90.58 (A) @ PROPOSED CIL 34 75+69.78 ELS 37 EXISTING GRADI EL. 347.49. _ � ---- - - - ---- PROPOSED CIL -MA TC 77+43 % � EL. 34 r � 6" SAND \ F' 330 EXISTING GRADES @ PROPOSED CIL 00 n � Lo � fo co cq 325 SCALE: I H: I = su � 15+00 I CUSHION RE4'D 48" wrR 67 LF 8" PVC @ 0.0050 FTIFT 12+32.34, 0.00'T (A) ?--16+67.68, 16.00' RT (H) INSTALL INSTALL CB -A2, TYPE 1 CB -1-13, TYPE 1 RIM 345-48 RIM 345.27 FL 340.46 (8" W) FL 340.69 (8" N) FL 340.46 (8" E) FL 340.69 (8" SE) FL 340.46 (8" NW) 48 LF 8" PVC @ 0.0049 FTIFT C) cl) r co iu v v v m co m m � 16+00 17+00 IHI ROAD PROFILE 17+34,14,1 INSTALL CB -H2, TY1 RIM 343.88 FL 341.03 FL 341.03 CA 0 v v r7 C7 18+00 0 0 0 0 345 340 335 330 325 18+25 CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/91, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1-00007995952. 30 15 0 30 60 SCALE: 1" = 30' 1* U Zr � m d U a cq M ii - w e• U) N�a.cy r rn o N Z) Z Q Wm M M ❑ al Z U7 m z Q LLI U W Q 2 Q > e �C) b 0 CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/91, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1-00007995952. 30 15 0 30 60 SCALE: 1" = 30' 1* U Zr � m d U a cq M ii - w U) r r rn o N Z) Z Q Wm M M ❑ al Z U7 m z Q LLI U W Q 2 Q > 1 f iuof 1 m h .n lu r LLI OD O A o) Z x d Lid � A� w 3: d -i o J Z wo W ow LL. CIL- Lf) T11_ w � 4� En CL o icoo Cl z ❑ °� a - z w h t} 0 LL 0 0 0 � d r Z U) .• w *- m o LL o Z o w 0 CL low * 1 AGENCY NO - SHEET. _10 OF 36 ROGN121-0=21-00610D INDEX -21-006 grd P&P-dwg 00, * ,JOB 21-006 of c. w rn o N Z Q Wm W N N m ]0O � 0) ao 0 W4]X U �QQ < LL N Q �a C FaN 0 � -j Orn L z N 0� W D O r- LD Ill Z 0) co Z W W � 2 � r W � N O N a z w 66 z O g 2 ❑ U] 5; w � U >- U I � m h .n lu r LLI OD O A o) Z x d Lid � A� w 3: d -i o J Z wo W ow LL. CIL- Lf) T11_ w � 4� En CL o icoo Cl z ❑ °� a - z w h t} 0 LL 0 0 0 � d r Z U) .• w *- m o LL o Z o w 0 CL low * 1 AGENCY NO - SHEET. _10 OF 36 ROGN121-0=21-00610D INDEX -21-006 grd P&P-dwg 00, * ,JOB 21-006 of f TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS- WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. Ak FUTURE - _� 1 >> "� i. DEVELOPMENT �i, a �� TAHOMA TERRA , L - HOLDINGS LLC 355 350 345 340 335 RKII 325 320 315 15+00 1 +' a i to 5E� 5Nti el 17+36.91,16.00- LT (J) INSTALL CB,J3, TYPE 1 RIM 336.45 FL 333,88 (8" S) FL 333.88 (12" E) FL 333.88 (6" W) r 32 LF 12" DI 1 @ 0.0097 FT/FT-' Soo _� 593 r3! _ N cp NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. I IV: I -o I 16+00 'Jr �►- �- 11 . � ',. rte+ f ' I 4 l 1•F V•, •p ' t nn CC CC lro -18+12.06, 33.23' RT (J) 1�v CB PILTYPE 1 ►��� CIL INT 56 LF 12" DI 5 RIM 332.21 _ 16+28.33 (A) _ 26 LF 12" ❑I - 16+96.77 (J) @ 0.0050 FTIFT @ 0.0050 FTIFT FL 333.16 (12" E) 17+36.90,16.00- RT (J) 17+92.47,16.00- RT (J) FUTURE L d TS INSTALL INSTALL DIV % & 8 CB42, TYPE 1 C1341 TYPE 1 --912 LF 12" PVC @ 0,0050 FTIFT - 16+25.27, 16.00' RT (J) INSTALL CAP 8 MARK END FL 334.13 (12" N) RIM 336.45 RIM 335.34 FL 333.57 (12" W) FL 333.29 (12" S) FL 333.57 (12" N) FL 333.29112" N) FL 333.57 (12" S) r r r co 00 f_� CD (D cn c+7 c+i � c*] [r]r7coPROPOSED FINISH GRADE: @ PROPOSED 6 ;RADE CIL ►AIT WREAK f6+96.77 (J)= PROPOSED 16+30.23 76+28.33 (A) I FINISH GRADE EL. 338.90 EL. 337.57 @PROPOSED CIL EXISTING GRADE - - @ PROPOSED CIL -2.00% _-1' SAND 200% REQ'D----��- - - --- i- -- - - 1 6" WTR ,, f 112 LF 12" PVC L56 LF 12" DI 26 LF 12" Di @ 0-0050 FTIFT @ 0.0050 FTIFT @ 0.0050 FTIFT 6+25.27, 16.00' RT (J) 4STALL 17+36.90, 16.00' RT (J) ` AP & MARK END INSTALL L 334.13 (12" N) CB -J2, TYPE 1 -17+92.47, 16.00' RT (J) RIM 336.45 INSTALL FL 333.57 (12" W) CB -J1, TYPE 1 FL 333.57 (12" N) RIM 335.34 FL 333.57 (12" S) FL 333.29 (12" S) FL 333.29 (12" N) --mw / %Pow r.AIar11aWWs 78+03.84 EL. 335.43 EXISTING GRADES @ PROPOSED C/L 0) Lr) CD �� e) m m r7 cr, r) 0 co m Cry co M 17+04 1 & 'W ROAD PROFILE 355 350 345 ME 335 330 325 -320 315 19+00 i) CITY OF YELM (i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. 30 15 0 30 60 SCALE- 1" = 30' 1 za W r2 W m o m N o U m U ry II - � 0 4 r r U) z U) E �. U) Z Q W0}� L) 'Jr �►- �- 11 . � ',. rte+ f ' I 4 l 1•F V•, •p ' t nn CC CC lro -18+12.06, 33.23' RT (J) 1�v CB PILTYPE 1 ►��� CIL INT 56 LF 12" DI 5 RIM 332.21 _ 16+28.33 (A) _ 26 LF 12" ❑I - 16+96.77 (J) @ 0.0050 FTIFT @ 0.0050 FTIFT FL 333.16 (12" E) 17+36.90,16.00- RT (J) 17+92.47,16.00- RT (J) FUTURE L d TS INSTALL INSTALL DIV % & 8 CB42, TYPE 1 C1341 TYPE 1 --912 LF 12" PVC @ 0,0050 FTIFT - 16+25.27, 16.00' RT (J) INSTALL CAP 8 MARK END FL 334.13 (12" N) RIM 336.45 RIM 335.34 FL 333.57 (12" W) FL 333.29 (12" S) FL 333.57 (12" N) FL 333.29112" N) FL 333.57 (12" S) r r r co 00 f_� CD (D cn c+7 c+i � c*] [r]r7coPROPOSED FINISH GRADE: @ PROPOSED 6 ;RADE CIL ►AIT WREAK f6+96.77 (J)= PROPOSED 16+30.23 76+28.33 (A) I FINISH GRADE EL. 338.90 EL. 337.57 @PROPOSED CIL EXISTING GRADE - - @ PROPOSED CIL -2.00% _-1' SAND 200% REQ'D----��- - - --- i- -- - - 1 6" WTR ,, f 112 LF 12" PVC L56 LF 12" DI 26 LF 12" Di @ 0-0050 FTIFT @ 0.0050 FTIFT @ 0.0050 FTIFT 6+25.27, 16.00' RT (J) 4STALL 17+36.90, 16.00' RT (J) ` AP & MARK END INSTALL L 334.13 (12" N) CB -J2, TYPE 1 -17+92.47, 16.00' RT (J) RIM 336.45 INSTALL FL 333.57 (12" W) CB -J1, TYPE 1 FL 333.57 (12" N) RIM 335.34 FL 333.57 (12" S) FL 333.29 (12" S) FL 333.29 (12" N) --mw / %Pow r.AIar11aWWs 78+03.84 EL. 335.43 EXISTING GRADES @ PROPOSED C/L 0) Lr) CD �� e) m m r7 cr, r) 0 co m Cry co M 17+04 1 & 'W ROAD PROFILE 355 350 345 ME 335 330 325 -320 315 19+00 i) CITY OF YELM (i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. 30 15 0 30 60 SCALE- 1" = 30' 1 za W r2 W m o m N o U m U ry II - U 0 F- r r U) z U) E �. U) Z Q W0}� L) U7 7 Lu L 7, ❑ 0Q�L z c 0 Q z�rn a a 0 EDm Q 1 ❑ <J Orn L r > D 0 0 W z 0 cf wco Lu Z L W F- m 2 ■ � W AOD Io � W I Q W � = 0 0 � ❑ o 2 or 20100247 ISW��� C` �`SS ZONAL Eta' 2017A)z( *Ak J � W N o � N r N 0 N � ZWm 0 D Lo LWL r QC)❑ U) z �fn.00 0 E �. U) Z Q W0}� L) U7 7 Lu L 7, ❑ 0Q�L z c 0 Q z�rn a a 0 L' 1 LL <J Orn L 7 L � D 0 W z 0 cf L0 r Z L W F- m 2 ■ � � r w � Q r N 0 N � 0 U) z U) Z Q w g g O U7 7 Lu U _ U � 1 LL m ~ U) ■ � W AOD Io � W I Q W W = W C o 2 J LLI r.. r► 4 0 o W a ILO 3: H � z 7 -� Q N a CL F_ m z U LuF o4u V 4u O aLLI v chW *- Q _ ~ LL o_ H a CL Q 1% OF AGENCY NO. SHEET: 111_ OF 36 H ADGM21-00021-DWCD INDEX -21-006 grd p&p-dwg JOB: 21-006 i� r 4 TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. t— '580 SW GUTTER DATA A = 101'20'18" R = 25.00 , L = 44.22' I I Al I � I I I NW GUTTER DATA 0 = 95000156" R=25.00 L = 41.46' i w -T�+69.72(H)- a I Pi 16+71.05 °345-81 345~53 345.2121 n 00 °0 345.71 5' ,� 6.57v 0 a ° 1 ° 345.83 345.31 jrr 1 a i �ooQo vo v J a _ f 6 co co tri n DRIVE A GBIRIM 345-48 345.52 345.50 1 1 i 1 348.31 .5s' ° 1T �� 6'5'-� 1 P I I ° ° if I I Jf I b4 I I I I ° e 1 I A e I I D i � a I G I 1345.49 A, —. NE GUTTER DATA RIM 345.27 N ❑ = 86°50'4911 R = 25.00 o 345.60 345.27 no 345-59 ° 4 n 345-66 L = 37.89' Op H f 00o � a p a ? 6+64.31(H) ° 345.30 A e A a007 -29s 15p, n e j n 345-33 5' ° e e P( e D. 345.69 y e ° ° `345.76 cq v- 000 0 - °G°° o�vo N 12+00 2.00 , n7 y r 345.50 7GEURIM 345.48 n7 DRIVE IA! & "HI ROAD THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GDDAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANYEXCAVATION. TER DATA 70431181p 5.00 3.91' NW GUTTER DATA ❑ = 81 °14'59" R = 25.00 L = 35.45' 1�k 333 ?-92 --� 4337.81'' A6*10a- SW GUTTER DATA ❑ = 89°4548" R = 25.00 L = 39.17' 1 CITY OF YELM N VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. HAMN GOMP ER 10 5 0 10 20 SCALE: V= 10' DRIVE W & "JI ROAD a, U U) m a U C N It ¢ Z — r � Z >- Lu 7 ED W N CL D N m ❑m w co ❑ D � a Uiii Lu 0 ❑ ¢ H ❑ 2 ¢ (n 7 N 10 0! W — N tY � Z >- Lu 7 ED W N CL D N -(v � � N oQ�LL m C Z CL c ca� L Z W ° m 0 z cy Z w W F- 2 r N ll1 O � N C) U] H z LL I 2 0 (n ❑ W _ L U •n n OD A0) b J a g U) z J z m IL 4 0 I 0 Q U) J 'Q z 0 omw r� V w U) w w 1-4z .m Lu z 9 I— w 0 z I- V, a cc z 0 co M z U LLL U) LA- r LLI N W 2 I -- LL LL z 0 IL zi � 1 AGENCY NO. SHEET: 12 OF 36 H ADGN121-000121-00610D INDEX: 21-006 int.dwg .JOB: 21-006 44 { 2, VARIES #4 CONTINUOUS - 5x5 W1 AxW1-4 WWF AT CENTER SLAB � l PAVEMENT-,, COMPACTED SUBGRADE NOTES: 1. COMPACT SUBGRADE FOR CURB AND WALKS TO 95% OF THE MAXIMUM DENSITY. 8--," 2. EXPANSION JOINTS SHALL BE AT 10'-0" INTERVALS OR AS SHOWN ON ARCHITECTURAL PLANS. 3. CONCRETE SHALL CONFORM TO WSDOT SPEC. 8-14.2 EXCEPT USE CLASS 4000 CONCRETE. 4. PROVIDE EXPANSION JOINT BETWEEN SIDE WALT{ AND BUILDING STEM WALL. ON-SITE INTEGRAL CURB AND WALK N.T.S 12"x18" SIGN WITH INTERNATIONAL "VAN ACCESSIBLE" SIGN SYMBOL OF ACCESS BELOW INTERNATIONAL 5-0" ABOVE GRADE SYMBOL d -i 4 41 d a � 4 N PRE -CAST CONCRETE WHEEL SOPS AT LOCATIONS OF FLUSH WALKS PAVED SURFACE SHALL NOT SLOPE GREATER 4'_ 1ACCESSIBLE SPOT THAN 2% ANY DIRECTION '�. WHERE INDICATED INTERNATIONAL SYMBOL f OF ACCESS PAINTED ON PAVEMENT 9' 8' MIN. •' 9' ` VAN ACCESSIBLE ADA STALL D ETAI L N -T -S- .' 101, X2.5" 5, AC PAVING PER PAVING SECTION EXTRUDED CONCRETE CURB DETAIL N.T-S- 2'-0" r' SEAL ANNULAR OPENING WITH EPDXY MIXTURE Lo a4 Y2" MORTAR GROUT �- Y2" BAR 18" LONG 2 PER CAST UNIT -- - •.- - - _ 721_: _ - - - - • _ / 4 - -*t..*++- F s.- •.•-• _� lir' c _+�T-_. � + :,-�.�-•__ Iw • .. moi-•- _~ � - y l .f•• - �1. •• - ... J 64 WHEEL STOP DETAIL N.T S. VARIED NEW - 6x6 W1-4xW1-4 WWF CONCRETE AT CENTER SLAB PAVING 1 4-1 r 1 � 2,. } 2" CSTC NOTES: I. I. COMPACT SUBGRADE TO 95% OF THE COMPACTED MAXIMUM DENSITY. SUBGRADE 2• 2. CONCRETE SHALL CONFORM TO WSDOT SPEC - 8 -44.2 EXCEPT USE CLASS 4000 CONCRETE. SIDEWALK CONCRETE PAVING SECTION N.T.S_ VARIES z 0 0. U H U 9+ ti - VARIES - - - z 0 U i" U 10-0' UTILITY EASEMENT 10% MAX UTILITIES 7.0' SIDEWALK CATCH BASIN I) 28-0' 17-0' TRAFFIC LANE 10.0' r c �y �7 17.0' T NIL. `� 5 V' TRAFFIC LANE PLANTER STRIP SIDEWALK UTILITY EASEMENT 2% 2-% 10°Ia MAX J UTILITIES CATCH ', CEMENT CONCRETE SIDEWALK BASIN2' DWG. NO- 2-11 CEMENT CONCRETE ROLLED CURB & GUTTER (191 DWG. NO- 2-13 - 3" DEPTH HOT MIX ASPHALT (HMA) 112" PG 64-22 2" CRUSHED SURFACING TOP COURSE (CSTC) - 8" BALLAST NOTE: ALL DEPTH'S ARE COMPACTED THICKNESSES 2% 2% z Ur I 5-0' WATER MAIN 5.0 NATIVE - NORTH AND EAST OF CIL (4 COMPACTED (TYP ) STEP SEWER SUBGRADE SOUTH AND WEST OF CIL (TYP.) RIW JJ Y� _ - 10 5,; -..- VICIr I SIDEWALK PLANTER STRIP 2% 2`'/u EI 1 MODIFIED NEIGHBORHOOD COLLECTOR - SECTION A CITY OF YELM DWG NO 2.5 N.T.5. 1i 56.0' 12.5' TRAFFIC LANE 2% 17-0' TRAFFIC LANE IM I 5-0' l WATER MAIN 5.0 NORTH AND EAST OF CIL NATIVE --- (TYP-) STEP SEWER COMPACTED SOUTH AND WEST OF CIL SUBGRADE (Ty P.) MODIFIED LOCAL ACCESS RESIDENTIAL -SECTION B CITY OF YELM DWG NO 2-7 N.T.S. 12.0 - 12-0 PARKING STALL TRAFFIC LANE TRAFFIC LANE 28-0' PLANTER STRIP RIW 5.0' 1 SIDEWALK I I 10.01 UTILITY EASEMENT 2%n 2% 1()% MAX j UTILITIES - CEMENT CONCRETE SIDEWALK DWG. NO. 2-11 - 2' CEMENT CONCRETE ROLLED CURB & GUTTER DWG- NO- 2-13 - 3" DEPTH HOT MIX ASPHALT (HMA) 112" PG 64-22 - 2" CRUSHED SURFACING TOP COURSE (CSTC) 8" BALLAST NOTE: ALL DEPTH'S ARE COMPACTED THICKNESSES 18.0' PARKING STALL M"T01 l'OED CONCRETE CURB :TAIL THIS SHEET) INTEGRAL CURB & WALK - (SEE DETAIL THIS SHEET) SAWCUT EX. ASPHALT TO A CLEAN VERTICAL EDGE AND SEAL JOINT WITH EMULSIFIED ASPHALT EXISTING PAVING THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER- LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 4" CSBC - 12" COMPACTED NATIVE OUTWASH J PIMP% - 6" CSBC COMPACTED - 18" COMPACTED SUBGRADE NATIVE OUTWASH TYPICAL ON-SITE DRIVE AISLE N.T.S. 12" COMPACTED NATIVE OUTWASH NOTE: ALL DEPTH'S ARE COMPACTED THICKNESSES NOTES A -4 A 1. The Detectable Waming Surface (DWS) shall extend the Full width of the curb ramp, aT'j' 7 B - -� C }- landing, or otter roadway entrance as applicable. Exception If the Manufacturer of A- E I MIN. MAX. the DWS requires a concrete border around the DWS, a variance of up to 2 inches r�� lets' -----�� A 1.64' 2 40" on each side of the DWS is permitted.,, _F I3 0.65. 2- The Detectable Warning Surface {DWS} shall be plaoed at the back of curb, with the A B [� -� C 0.45• 0.90" two leading comers of the DWS panel placed adjacent to the back of the curb, and .1. 1.40"with no more than a 2 inch gap between the DWS and the back of the curb measured nsesa TRUNCATED DOME at the center of the DWS panel- Exception: if the Manufacturer of the selected DWS `"tr �F, of S Tvv� t E D'2 0.2" requires a concrete border around the DWS, a variance of up to 2 inches from the SECTION back of the curb is permitted (measured at the leading corners of the DWS panel)- QA A L TRUNCATED DAME SPACING %ellrr. smrt SEE NOTE 3 SEE STANDARD SPECIFICATIONS 3. The rows of truncated domes shall be aligned to be perpendicular to the grade Jul Ix?cott016 SPM FOR COLOR OF SURFACE break at the back of curb - TRUNCATED DOME DETAILS 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel DETECTABLE WARNING W Y 5. If curb and gutter are not present, such as a shared -use path connection, the SURFACE a° w X� Detectable Waming Surface shall be placed at the pavement edge. STANDARD PLAN F-45.7-02 fj 00OFFSET 6. See Standard Plans for sidewalk and curb ramp details. SHEET 1 OF 1 SHEET LANDING CURB RAMP SEE NOTE S' /% 7. If a curb ramp is required, the location of the Detectable Waming Surface must be at APPROVED FOR PUBLICATION f the bottom of the ramp and within the required distance from the rail. �i� pp I 1tl�^20ia .1h I'm WALKWAY WIDTH OF Cr 7�7 r r WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to S r A T E CtSiGN EWPNEER r 5 ft- from the back of Curb at all points, place the Detectable Waming Surface on theWk Shir(Jrpn Stere Departm t Tmnspor"ion J _ bottom of the curb ramp directly above the grade break. w� DETECTABLE WARNING SURFACE [DWS] - SEE NOTE 4 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING15 5 FT. FROM BACK OF CURB) (SEE NOTE 6) VARIES z 0 a_ 2 U a U VARIES z U 1- U RIW! 10.0' - - ns- U m U a 5.0' _ - 6.0' Z Q W > 47 y W D UTILITY EASEMENT SIDEWALK PLANTER STRIP D co NNS D 10% MAX 22% 2% � 1' Il z LLJ 0 co > UTILITIES a 10-0' UTILITY EASEMENT 10% MAX UTILITIES 7.0' SIDEWALK CATCH BASIN I) 28-0' 17-0' TRAFFIC LANE 10.0' r c �y �7 17.0' T NIL. `� 5 V' TRAFFIC LANE PLANTER STRIP SIDEWALK UTILITY EASEMENT 2% 2-% 10°Ia MAX J UTILITIES CATCH ', CEMENT CONCRETE SIDEWALK BASIN2' DWG. NO- 2-11 CEMENT CONCRETE ROLLED CURB & GUTTER (191 DWG. NO- 2-13 - 3" DEPTH HOT MIX ASPHALT (HMA) 112" PG 64-22 2" CRUSHED SURFACING TOP COURSE (CSTC) - 8" BALLAST NOTE: ALL DEPTH'S ARE COMPACTED THICKNESSES 2% 2% z Ur I 5-0' WATER MAIN 5.0 NATIVE - NORTH AND EAST OF CIL (4 COMPACTED (TYP ) STEP SEWER SUBGRADE SOUTH AND WEST OF CIL (TYP.) RIW JJ Y� _ - 10 5,; -..- VICIr I SIDEWALK PLANTER STRIP 2% 2`'/u EI 1 MODIFIED NEIGHBORHOOD COLLECTOR - SECTION A CITY OF YELM DWG NO 2.5 N.T.5. 1i 56.0' 12.5' TRAFFIC LANE 2% 17-0' TRAFFIC LANE IM I 5-0' l WATER MAIN 5.0 NORTH AND EAST OF CIL NATIVE --- (TYP-) STEP SEWER COMPACTED SOUTH AND WEST OF CIL SUBGRADE (Ty P.) MODIFIED LOCAL ACCESS RESIDENTIAL -SECTION B CITY OF YELM DWG NO 2-7 N.T.S. 12.0 - 12-0 PARKING STALL TRAFFIC LANE TRAFFIC LANE 28-0' PLANTER STRIP RIW 5.0' 1 SIDEWALK I I 10.01 UTILITY EASEMENT 2%n 2% 1()% MAX j UTILITIES - CEMENT CONCRETE SIDEWALK DWG. NO. 2-11 - 2' CEMENT CONCRETE ROLLED CURB & GUTTER DWG- NO- 2-13 - 3" DEPTH HOT MIX ASPHALT (HMA) 112" PG 64-22 - 2" CRUSHED SURFACING TOP COURSE (CSTC) 8" BALLAST NOTE: ALL DEPTH'S ARE COMPACTED THICKNESSES 18.0' PARKING STALL M"T01 l'OED CONCRETE CURB :TAIL THIS SHEET) INTEGRAL CURB & WALK - (SEE DETAIL THIS SHEET) SAWCUT EX. ASPHALT TO A CLEAN VERTICAL EDGE AND SEAL JOINT WITH EMULSIFIED ASPHALT EXISTING PAVING THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER- LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 4" CSBC - 12" COMPACTED NATIVE OUTWASH J PIMP% - 6" CSBC COMPACTED - 18" COMPACTED SUBGRADE NATIVE OUTWASH TYPICAL ON-SITE DRIVE AISLE N.T.S. 12" COMPACTED NATIVE OUTWASH NOTE: ALL DEPTH'S ARE COMPACTED THICKNESSES NOTES A -4 A 1. The Detectable Waming Surface (DWS) shall extend the Full width of the curb ramp, aT'j' 7 B - -� C }- landing, or otter roadway entrance as applicable. Exception If the Manufacturer of A- E I MIN. MAX. the DWS requires a concrete border around the DWS, a variance of up to 2 inches r�� lets' -----�� A 1.64' 2 40" on each side of the DWS is permitted.,, _F I3 0.65. 2- The Detectable Warning Surface {DWS} shall be plaoed at the back of curb, with the A B [� -� C 0.45• 0.90" two leading comers of the DWS panel placed adjacent to the back of the curb, and .1. 1.40"with no more than a 2 inch gap between the DWS and the back of the curb measured nsesa TRUNCATED DOME at the center of the DWS panel- Exception: if the Manufacturer of the selected DWS `"tr �F, of S Tvv� t E D'2 0.2" requires a concrete border around the DWS, a variance of up to 2 inches from the SECTION back of the curb is permitted (measured at the leading corners of the DWS panel)- QA A L TRUNCATED DAME SPACING %ellrr. smrt SEE NOTE 3 SEE STANDARD SPECIFICATIONS 3. The rows of truncated domes shall be aligned to be perpendicular to the grade Jul Ix?cott016 SPM FOR COLOR OF SURFACE break at the back of curb - TRUNCATED DOME DETAILS 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel DETECTABLE WARNING W Y 5. If curb and gutter are not present, such as a shared -use path connection, the SURFACE a° w X� Detectable Waming Surface shall be placed at the pavement edge. STANDARD PLAN F-45.7-02 fj 00OFFSET 6. See Standard Plans for sidewalk and curb ramp details. SHEET 1 OF 1 SHEET LANDING CURB RAMP SEE NOTE S' /% 7. If a curb ramp is required, the location of the Detectable Waming Surface must be at APPROVED FOR PUBLICATION f the bottom of the ramp and within the required distance from the rail. �i� pp I 1tl�^20ia .1h I'm WALKWAY WIDTH OF Cr 7�7 r r WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to S r A T E CtSiGN EWPNEER r 5 ft- from the back of Curb at all points, place the Detectable Waming Surface on theWk Shir(Jrpn Stere Departm t Tmnspor"ion J _ bottom of the curb ramp directly above the grade break. w� DETECTABLE WARNING SURFACE [DWS] - SEE NOTE 4 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING15 5 FT. FROM BACK OF CURB) (SEE NOTE 6) VARIES z 0 a_ 2 U a U VARIES z U 1- U OF C AG X2010024 a w� - SSS �OIVAL ECS OOF / 1 W U m U a Z Z Z Q W > m W W D ]o0 D co NNS D ❑0 U-1 IrlJ ❑ COz z ❑ U a < ❑ z LLJ 0 co > OF C AG X2010024 a w� - SSS �OIVAL ECS OOF / 1 C LU p {V a' 0 co z w o � co UU Lu _ � U W M IrAA V■ # [4,% t*•n r OD I I "NEW t- 0 z J W r r CL❑ v z I.. o ti C`4 z J ° 0 C IL m _ � U U w rd 4 JLL O z 0 0 dNowr LV U) W o 9 LL M L9 11 ❑ z O 0 a. a J A AGENCY NO. SHEET: 13 OF 36 H-10GN0-a0M21-0061CD INDEX- 21-006 det-dwg 001% JOB: 21-006 W lL 0 (Ny Z Q W > m W D ]o0 co NNS D �.. W M ' < }Q 0 z Q Q zap � a QJ� L � W W ❑087 r 0) z (') L r Z w W � 2 C LU p {V a' 0 co z w o � co UU Lu _ � U W M IrAA V■ # [4,% t*•n r OD I I "NEW t- 0 z J W r r CL❑ v z I.. o ti C`4 z J ° 0 C IL m _ � U U w rd 4 JLL O z 0 0 dNowr LV U) W o 9 LL M L9 11 ❑ z O 0 a. a J A AGENCY NO. SHEET: 13 OF 36 H-10GN0-a0M21-0061CD INDEX- 21-006 det-dwg 001% JOB: 21-006 Alf N *4 "It VARIES (SEE CONTRACT) GROOMED (SEE NOTE 1) r VARIES (SEE CONTRACT) FINISH (TYP.) GROOMED 318" [1N] EXPANSION JOINT {TYP-) - FINISH {TYP.) DRIVEWAY GEMENT GONC PEDESTRIAN CURB (TYP.) (SEE NOTE t} ENTRANCE (WHEN SPECIFIED IN CONTRACT) - SEE STANDARD PLAN F-30.10 y SEE STANDARD PLAN F-10.12 SIDEWALK (TYP 318" (IN) EXPANSION JOINT CEMENT CONC.CEMENT CONCRETE 3• (IN) R. (TYP.) - SEE STANDARD SIDEWALK SIDEWALK \ (TYP.) PLAN F-30.10 1 ♦ + I - z MATCH SIDEWALK WIDTH (SEE CONTRACT) 7 yommon, (SEE CONTRACT] I DRIVEWAY PLAN VIEW B CEMENT CONCRETE CEMENT CONCRETE CURB TAPER (TYP-) TYPE 1 CURB AND GUTTER AND GUTTER {SEE NOTE 3) = S _ D" _ �- C DRIVEWAY ENTRANCEP.) NOTES (TYP.) -(TYP. PLAN VIEW SIDE SLOPE {TYP.} (SEE NOTE 3] TYPE 2 t5' TYIAI(. (SEE NOTE sl VARIES 16 MAX- (SEE NOTE s] 1. Where the driveway width exceeds 15' (ft), construct a full depth — y expansion joint with 318" (in) joint filler along the driveway centerline. 1!2" [IN) LIP BETWEEN GRADE (TYP) (SEE CONTRACT)" (TYF�.] See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER BREAK GRADE GRADE BREAK with the Centelfine as required at 15' (ft) maximum spacing when SEE CONTRA AND CURB,OR SEE v l * * BREAK NOT STEEPER THAN ( CT) (SEE CONTRACT) f driveway widths exceed 30' (ft). CONTRACT PLANS �� ROAR GRADE _ 7 See Standard Pian F-30.10 for sidewalk details- 112" (I I) R. (TYP.) • * DEPRESSED CURB AND NR 3. Curb and Gutter shown; see the Contract Plans for the �� to i `\ GUTTER (SEE NOTE 3) PEDESTRIAN RAMP �- PEDESTRIAN RAMP curie design specified. See Standard Plan F-110.12 for 4 i � � Curb Details. };^--....._......-... � _. ,. . -• .. . - CEMENT CONCRETE - 1 !j SIDEWALK (TYP.) SECTION { ►� ] 318' (IN] EXPANSION JOINT (TYP) ] - DRIVEWAY t L f SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK 1 - DRIVEWAY RAMP or Other obstructions in front of driveway entrances. 318" (IN) EXPANSION JOINT (TYP ) - 112" (IN) LIP BETWEEN SEE STANDARD PLAN F-30.10 ROADWAY GUTTER 5• Where "GRADE BREAK" is Galled out, the entire length of the SECTION C (SEE CONTRACT) (SEE CONTRACT) AND CURB (OR SEE line between the two adjacent surface planes shall be flush. 112" (IN) R. _ I CONTRACT) fi. The Pedestrian Ramp length is not required to exceed15 feet LEGEND (TYP.) DEPRESSED CURB (unless otherwise shown in the Contract Plans)- When applying SLOPE IN EITHER DIRECTION (SEE CONTRACT) * � AND GUTTER the 15 -foot max- length (measured from back of sidewalk) the m1.5% OR FLATTER RECOMMENDED FOR - r (SEE NOTE 3) running slope of the pedestrian ramp is allowed to exceed 8.3%. DESIGNlFORMWC3Rti (296 MAX.] Use a single constant slope from bottom of ramp to tap of ori r 7.5% OR FLATTER RECOMMENDED FOR c� DRIVEWAY RAMP ramp to match into the sidewalk over a horizontal distance 1Ir it DESIGN/FORMWORK [8.3°/ MAX.] OF WASy2 DRIVEWAY 318" (IN) EXPANSION JOINT (TYP.) - of 15 Afeet- (SEE NOTE 6) �r�F� ;'• • �, (SEE NOME 7} SEE STANDARD PLAN F•30.10 7. Beyond limits shown. Pay item does not include driveway- SECTION (gl See Contract Plans - SECTION "CEMENT CONCRETE DRIVEWAY -' ENTRANCE TYPE 2" PAY LIMITS s "CEMENT CONCRETE DRIVEWAY CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 ENTRANCE TYPE 1" PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE � F � ! gmF.4, \' Y CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. � F,S 1 O A L �•.�' m z � DRIVEWAY 7cI kr. $Ci1[I ¢ � (SEE NOTE 7) DRIVEWAY - Jul 11'illtid21, PM (SEE NOTE 7] C MENT CONCRETE DRIVEWAY ENTRANCE CL 4DOD CONCRETE`�- CL 4000 CONCRETE TYPES 1, 2, 3, & 4 PER STANDARD SPEC. 8-08.3 f PER STANDARD SPEC. 8-06.3 - STANDARD PLAN F-80 10-04 W x W W W zi W r7 m f. m I 1 I n POST --� ry BASE ASSEMBLY r CHAIN FINISHED GRADE I r� A I• 2 � • D All l C ❑ F - • •# m 118 CONCRETE FOOTING - COMMERCIAL CONCRETE a PIPE DRAIN - 314^ I.D 7" LONG °O GRANULAR, FREE'v{ DRAINING MATERIAL SECTION (A ) ISOMETRIC VIEW TYPE 1 - PAY LIMITS 1 DIRECTION OF PEDESTRIANI BICYCLE TRAFFIC 1'- 2 112'• DIAM. T Ile x1 SQUARE Pt 1/8" PLATE r 4 314" DIAM. 118' PLATE r 3 13115' DIAM. IJ I nt lV 1] I 3 1 114` _ 11W yl COVER PLATE TOP PLATE ROUND FOOTING ISOMETRIC VIEW TYPE 2 - PAY LIMITS DIRECTION OF PEDESTRIANI BICYCLE TRAFFIC T A 4 - POST SLEEVE BASE PLATE its E t BASE ASSEMBLY PLAN VIEW CHAIN - GRADE 3, ONG SQUARE FOOTING 1� PAINT ASSEMBLY WITH A "HIGHLY VISIBLE" COLOR. (SAFETY YELLOW IS ACCEPTABLE) r8" PLATE 4 118 LU 1. 3 314 \SIDES SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION �s��� 1�[ C.Pe.k®' MATE DEWN!-N[3INEEi1 Woshinglon State Deparknenl of Tru nspaAation STEEL CAP PLATE �1 t/8 i l — � Z" z - 112" REFLECTIVE TAPE (TYP.) II „ 1 � 1 � i� STEEL PIPE - ASTM A 53, NPS 3 ` (3" NOM.), SCHEDULE 80 I I I 1 � I 1n- REFLECTIVE TAPE (TYP.) I 1 m I i 114" x 1 112" x 2^ STEEL PLATE WITH ROUNDED CORNERS AND 3!4" CENTERED BOLE I 1 � I I I I I + I + 1 r STEEL PIPE - ASTM A 53, NPS 4 i (4" NOM) , SCHEDULE 40 I - WELD TO TOP PLATE 314" DIAM. DRAIN HOLE 1 114 • 2", FULL SURFACE. HEAVY DUTY. WELD -ON HINGE I i 118" PLATE { I' I I , CHAMFER 1f8" x 4 112" DiAM- 112" STEEL PLATE tib r (TYP.) f S CAP AND HINGE BASE PLATE POST SLEEVE r I POST NOTE This bollard does not have an effective breakaway design feature and cannot be installed within the Design Clear Zone. ,a ���GHt I?1s� • � a R y�N 2055 1 STERE t� EXPIRES JUNE 14. 2010 BOLLARD TYPE 1 STANDARD PLAN H -60x10-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco 8akodch rrr 07-0"S STATE DES�GH EWLNF-ER GATE Washiagbn State Ctepart—f of Transportation THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER- THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES, THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE SAID AGENCY- THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY OR APPROPRIATENESS OF THOSE DETAILS- SOME AGENCY DETAILS ON THIS SHEET EXCAVATION. MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH. ti 15' EDGE AROUND EACH PANEL BROOM FINISH d, fa�� 1 EXPANSION JOINT SCORE MARK EXPANSION JOINT PLANTER STRIP (AS REQ.) 15' CURB a GUTTER SIDEWALK PLANTER STRIP 5' MIN (AS REQ.) r • n� n—a /n" rvn NOTES: 1, EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDEI JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. 3. SCORE MARKS SHALL BE t1/8" WIDE BY t1/4" DEEP_ F SIDEWALKS OVER 8' IN WIDTH, A LONGITUDINAL SCORE MARK SHALL BE MADE ALONG CENTER OF WALK. 4, EXPANSION JOINTS SHALL BE INSTALLED IN CURB AND GUTTER AND IN SIDEWALK AT PC AND PT AT ALL CURB RETURNS. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE D4RECTED BY ENGINEER. 5 1/2" 1"R � 1/2"R 0 [n C 4 4 I� ❑ 4 4 M � I � r - C) a 4 La_ A d a LL) ° U a 4 8 7 1/2" CEMENT CONCRETE BARRIER CURB 12- 1/ 2'R P ❑ e as ° � � P P b a CEMENT CONCRETE ROLLED CURB AND GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS NOTES: CEMENT CONCRETE 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED SIDEWALK JOINT FILLER FULL THICKNESS OF CONCRETE. 2 FORM AND SUBGRADE INSf ECTION REQUIRED BEFORE CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE CURBS APPROVED 6 1/2" POURING CONCRETE. APPROVED 1/2"R PUBLIC WORKS DIRECTOR Ir � 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. PUBLIC WORKS DIRECTOR DATE 2-13 DES. OWN. CKD. )ATE 1/2 R LS1 a d 4 I d II d ❑ 4 d. ❑ D d m 2 � of p } 0 U 2 U 4 dXft ❑ d I C Q Q d d �N CO EMULSIFIED ASPHALT GRADE A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE CEMENT CONCRETE BARRIER CURB AND GUTTER X M o= L. U r otQ w U C ty 12" � In f � 1/2'R 1/ 2'R P ❑ e as ° � � P P b a CEMENT CONCRETE ROLLED CURB AND GUTTER CITY OF YELM DEPT. OF PUBLIC WORKS NOTES: CEMENT CONCRETE 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED SIDEWALK JOINT FILLER FULL THICKNESS OF CONCRETE. 2 FORM AND SUBGRADE INSf ECTION REQUIRED BEFORE CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE CURBS APPROVED DWG- NO. POURING CONCRETE. APPROVED DWG. N0. PUBLIC WORKS DIRECTOR DATE 2-11 3. EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. PUBLIC WORKS DIRECTOR DATE 2-13 DES. OWN. CKD. )ATE DES. OWN. CKD. DATE JEG S -C I S -C ' S -C 10/3/94 I JEG S -C S -C I S -C 3/15/94 m 2 � of p } 0 U 2 U YELM GENERAL NOTES [STREET CONSTRUCTIOM 7 w U CO --SAW CUT EXISTING PAVEMENT. �N CO EMULSIFIED ASPHALT GRADE A. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY MINIMUM 0.25' CLASS 'B' A.C.P. CSS -1 TACK SHALL BE APPLIED OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND PLUS 0.08', WHICHEVER iS GREATER ALL JOINTS SHALL BE SEALED APPLIED IN MAXIMUM 0.17' LIFTS USING PAVING ASPHALT AR4000W. MUNICIPAL CONSTRUCTION - B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN 0.67' GRAVEL BASE A ACCORDANCE WITH MUTCD, PRIOR TO DISRUPTION OF ANY TRAFFIC, COMPACTED TO 95% EXISTING TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE OF MAXIMUM DENSITY 0.17' CRUSHED FLEXIBLE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED PER. 2-03.3(14)D SURFACING PAVEMENT TOP COURSE TRAFFIC CONTROL IS IN PLACE. C. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY TRENCH BACKFILL OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY 1' MIN- COMPACTED PER. AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH TYP, 2-03.3(14)C METHOD B WORK. D. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT. FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH OR MATCH EXISTING PLUS 0.48', SEE STANDARD PLAN A-1 GRADE AR400OW PAVING ASPHALT - WHICHEVER IS GREATER. SAW CUT EXISTING PAVEMENT- I—, AVEMENT.I_ _. E. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN n '. a. .-• p= - ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 0.67' GRAVEL BASE COMPACTED TO 95% L F. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED OF MAXIMUM DENSITY 0.17' CRUSHED EXISTING PER. 2-03.3(14)D SURFACING RIGID TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY TOP COURSE PAVEMENT AN ENGINEER BEFORE POURING CONCRETE. G. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY t� TRENCH BACKFILL PRIOR TO ACCEPTANCE OF WORK. 1' MIN COMPACTED PER. TYP, 2-03.3(14)C METHOD C H THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. NOTES: 1 • ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE iN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. CITY OF YELM DEPT. OF PUBLIC WORKS TRENCH -PAVEMENT RESTORATION DETAIL APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-10 DES. DWN, CKD. DATE JEG S -C S -C S -C 10/3/94 I U U IN a Q _Q Z VI 0 T N W > m � UJ r } IT} C) Z 9 U) ❑ m 2 � of p } 0 U 2 U O Q � Q ❑ 7 w U CO O f N I3J' o N Q � ❑ 0) O rn 1-- z 2 Z 0 5 o W L LI.L _ Of U I ~ •F N LLI F�W OD z I tQ J H OC O LLI CLJ a z in ° 1-0r- rn JN o U W LL z o 2� =* Q IFFFFFFFF� ❑ W o 01 z �-- O I` - Ix -Ix 0 a. a � r AGENCY NO - SHEET: 14OF 36 H-OGN121-440121-0061 CD INDEX. 21-005 det.dwg 0 JOB: 21-006 i VI 0 T N W > m � UJ r nQ X0 �N CO E W0)XU }QQ L L. ❑a �Q 0 z a Ll C � In 0 0 L fll w rn ° 0 W Z am ['7 co Z W W � 2 f N I3J' o N Q � ❑ 0) O rn 1-- z 2 Z 0 5 o W L LI.L _ Of U I ~ •F N LLI F�W OD z I tQ J H OC O LLI CLJ a z in ° 1-0r- rn JN o U W LL z o 2� =* Q IFFFFFFFF� ❑ W o 01 z �-- O I` - Ix -Ix 0 a. a � r AGENCY NO - SHEET: 14OF 36 H-OGN121-440121-0061 CD INDEX. 21-005 det.dwg 0 JOB: 21-006 i 10 � 10" WIDE x 2" THICK CONC. CAP TRASH ENCLOSURE SECTION N.T.S- STEEL FENCE POST PER GATE MANUFACTURER 4'-0" CONC. SLAB SEE TRASH ENCLOSURE PLANS FOR LOCATIONl CONCRETE SLAB I I d■ - - R - d - `�- • r I SET SLEEVE IN THICKEDED " EDGE OF 4" CONCRETE SLAB GATE POST SECTION N.T.S. —� —� — —Ll _0--L1—LL tl — -- --*4 P.T- 2X4 RAILS P.T- 2X4 PICKETS AT 4" O.0 4X4 RAILING POST - SEE DETAIL 161A9.2 FOR - CONNECTION a SIMPSON POST BASE EPB44 -- — — — — — — -- 1J —Ij 0 11 ti 11 1] 0 —1] FENCE ELEVATION FROM INSIDE N.T.S. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER- Q N Ilk CBU PRODUCT INFORMATION vitalT"" cluster box units - 1570 Series Florence vitallm cluster box units are an officially licenced product of the US Postal Service for centralized mail delivery. LfMiTFd 5TA7i5 { License #I CDSEQ-08-B-0012 wxusao■-a■.. e 1574-5 (TYPE 11 1570-12 (TYPE III 1570 -ib (TYPE 1!1) 1570-13 (TYPE M 1574-4T5 (TYPE V) 1570-ST6 (TYPE VI) 6 U CO m 2i U s Q z 8" CMU BLOCK WALL CONCRETE FOUNDATION PREPARATION I !► 62- (2) #4 REBAR @ TOP COURSE 62" 62" 62" 62" #4 BARS @ 32" O.C., FULL 18" 18" r 18` HEIGHT 18" WIDTH 36.1/2" 30-1/2" 30-1/2" 30-1/2" 30-1/2° 30-1/2" PEDESTAL HEIGHT 8x8x16 SPLIT FACE C.M-U- 28-1/2- 14 - 1/2" 14 - 1/2" 28 - 1/2' 14 - 112" U 107 LBS ; 147 LBS }37 LBS 11'2 LBS 148 LBS •�'} 125 LBS 8)CONCRETESABO 4" ABOVE L o_ 152 LBS 130 LBS 163 LBS QTY OF STANDARD COMPARTMENTS 0 12 16 13 4 8 STANDARD COMPARTMENT HEIGHT 3" 3" #4 REBAR 32" O.C. WI ALT- 4-3/4" 6-1/2' 3" QTY OF PARCEL COMPARTMENTS HOOKS ti 2 1 2 4 PARCEL COMPARTMENT HEIGHT 10", 13" 10" 10', 13" (2) #4 REBAR IN FIRST COURSE 101. 13" 10-,13- 0",13" a. existing ''/2" diameter expansion anchor bolts are firmly embedded in the concrete and not ABOVE SLAB o damaged or corroded; 10, v b. concrete foundation is not damaged; and c. bolt hole pattern of the new unit matches the installed anchor bolts. - 6" CONIC. SLAB - FREE-DRAINIG MATERIAL 31 Additional considerations include: (VERIFY wl GEOTECH FOR 1 f a. if concrete is only 4" thick, then option ' b' in Table 2 below cannot be used DEPTH PAVEMENT LEVEL 6, any unused, existing anchor bolts must be cut Flush to the level of the concrete surface U 0 c. if concrete is damaged, replacement of foundation pad is required N Z W m (0 TABLE 1: Pad Recommendations TABLE 2: 0 ti � L0 h (Thickness) w (width) min d (Depth) min Expansion Anc4or.Bolt Recommendations C a ` 47" 47" a. H'Iti It it � �� ���� 1r 0 N 0 5" 44" 44" - 112 inch diameter x 5 112 inches overall length OD cod g" 4g" 42" - Galvanized Uj m X D 7" 44" 40" - KB 11 12-512 Stainless steelQ � - = • _ _ : (2) #4 HORIZ- CONT- ❑ ]Q � LL -Z 2 7 08 � d Z Q 0 0. - 1/2 inch diameter x 7 inches overall length N C - Galvanized 24" W x 10" H CON C. SPREAD r +' . FOOTING PER STRUCTURAL C 4118 inches TRASH ENCLOSURE SECTION N.T.S- STEEL FENCE POST PER GATE MANUFACTURER 4'-0" CONC. SLAB SEE TRASH ENCLOSURE PLANS FOR LOCATIONl CONCRETE SLAB I I d■ - - R - d - `�- • r I SET SLEEVE IN THICKEDED " EDGE OF 4" CONCRETE SLAB GATE POST SECTION N.T.S. —� —� — —Ll _0--L1—LL tl — -- --*4 P.T- 2X4 RAILS P.T- 2X4 PICKETS AT 4" O.0 4X4 RAILING POST - SEE DETAIL 161A9.2 FOR - CONNECTION a SIMPSON POST BASE EPB44 -- — — — — — — -- 1J —Ij 0 11 ti 11 1] 0 —1] FENCE ELEVATION FROM INSIDE N.T.S. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER- Q N Ilk CBU PRODUCT INFORMATION vitalT"" cluster box units - 1570 Series Florence vitallm cluster box units are an officially licenced product of the US Postal Service for centralized mail delivery. LfMiTFd 5TA7i5 { License #I CDSEQ-08-B-0012 wxusao■-a■.. e 1574-5 (TYPE 11 1570-12 (TYPE III 1570 -ib (TYPE 1!1) 1570-13 (TYPE M 1574-4T5 (TYPE V) 1570-ST6 (TYPE VI) 6 U CO m 2i U s Q z Q CONCRETE FOUNDATION PREPARATION I INSTALLED HEIGHT 62- 62" 62" 62" 62" 62" DEPTH 18" 18" 18" 18` 18" 18" WIDTH 36.1/2" 30-1/2" 30-1/2" 30-1/2" 30-1/2° 30-1/2" PEDESTAL HEIGHT 28-1/2- 28-1/2- 14 - 1/2" 14 - 1/2" 28 - 1/2' 14 - 112" WEIGHT [WITHOUT PEDESTAL)* 107 LBS T 11 LBS 147 LBS }37 LBS 11'2 LBS 148 LBS WEIGHT (WITH PEDESTAL)" 125 LBS 129 LBS 162 Las 152 LBS 130 LBS 163 LBS QTY OF STANDARD COMPARTMENTS 8 12 16 13 4 8 STANDARD COMPARTMENT HEIGHT 3" 3" 3" 4-3/4" 6-1/2' 3" QTY OF PARCEL COMPARTMENTS 2 1 2 1 2 4 PARCEL COMPARTMENT HEIGHT 10", 13" 10" 10', 13" 10" 101. 13" 10-,13- 0",13" ■ Weights do Ni include packaging - product only. Note: For installation of Florence voguer' CBUI accessories, please refer to manual located within the vogue'"A product packaging. AF F1 RENCE www.fla rencenjailbave& cam 95194 Rev G Page 3 of 16 man aduring rampany t ►K 1 ip 2'-0" 3,-4a 2,-8n 4'41 .� OPENING SLAB I N 1% r N, - 1C9 N, �r N - 0 -j 19 ZLU T 9 � AA r N, Cp i� TRASH ENCLOSURE - f N.T.S- NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IMPERVIOUS UNCOVERED EXTERIOR SIDEWALK T-4" HEIGHT CMU WALL wl 8"x8"x16" BLOCKS CONCRETE FOUNDATION PREPARATION Vita[TM cluster box unit - 1570 "F" Series trr+r .tell .o. d L� Page 6 of 16 tiAlgCiT RIR5Ri6�A0�H t>IIV�AIti�S PmesW ��� 1�Av[lMitNGHurllAllS�t�lOti�7,llp®3 mjmffiD VOL (�7g1Q�E1 �1MT0AtIl710 11=0P110fLS'flII1LE 2 FMAMWWM 91194 Rev G xnvruflm-rncex�c d11Cl11TT01lION MIT MIMI aOw1CT9AK011lalammm VMWWittyS=1111=0=11116) Brno 1kruASESmmwcmjc 11ElIM i QN IW PJI11 A � u�r� soy af;wallrooTll�tilclmtltLL llbaxer ram AF T7T (i���L+' ma"u dunn� �ompnry IMPERVIOUS UNCOVERED EXTERIOR SIDEWALK ` PERVIOUS LANDSCAPING N, N, TRASH ENCLOSURE ` a 5'-41t 10'-0" 4'-8■ \ OPENING lie■ 55° I ■ T5' 11 ] (n a 1 1 C3 o SITE SCREENING STANDARD A _ + 6' CEDAR SLATTED METAL GATE 1 PERVIOUS LANDSCAPING THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES- THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE SAID AGENCY- THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET EXCAVATION- MAY HAVE: BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH. TRASH ENCLOSURE - 2 N.T.S. T-4" HEIGHT CMU WALL wl WxWx16" BLOCKS SITE SCREENING STANDARD A + 6' CEDAR SLATTED METAL GATE U CO m 2i U s Q z Q CONCRETE FOUNDATION PREPARATION I STD. WORDING PER ACCESSIBILITY CODE Vim+ REO. - "VAN ACCESSIBLE" SIGN vita cluster box unit - 1570 "F" Series m D WHEN REQUIRED. o; m o ¢ z > NEW CONCRETE BASE: z Yw Lu 1) Depending on climatic and soil conditions in the area of installation, optional foundation material L � z ¢ c¢il may be necessary as shown. Consult local building codes for recommendations. ° ° ° 2) Refer to Table i for thickness (h), width (w), and depth (d) of the concrete pad alternatives. ` J 3) Concrete shall have a compressive strength of 3000 psi @ 28 days, contain 4% min – 6% max air entrapment and be placed with a 3.50--4.50 slump in accordance to 301. 4) Use wire mesh as per (Standard) or Fiber reinforced concrete as per (Standard). ��4�� waI EXISTING CQNCRETE BASE: 1 Existing concrete ad must be at least 48" wide. ) 9 P y R2u5L7v24�� 2) Concrete base and anchor bolts may be reused if: �avAL a. existing ''/2" diameter expansion anchor bolts are firmly embedded in the concrete and not * damaged or corroded; 10, b. concrete foundation is not damaged; and c. bolt hole pattern of the new unit matches the installed anchor bolts. 31 Additional considerations include: a. if concrete is only 4" thick, then option ' b' in Table 2 below cannot be used W 6, any unused, existing anchor bolts must be cut Flush to the level of the concrete surface U 0 c. if concrete is damaged, replacement of foundation pad is required N Z W m (0 TABLE 1: Pad Recommendations TABLE 2: 0 ti � L0 h (Thickness) w (width) min d (Depth) min Expansion Anc4or.Bolt Recommendations 4" D a 47" 47" a. H'Iti It it � �� ���� 1r 0 N 0 5" 44" 44" - 112 inch diameter x 5 112 inches overall length OD cod g" 4g" 42" - Galvanized Uj m X D 7" 44" 40" - KB 11 12-512 Stainless steelQ � Q 810 39" 39" Minimum embedment in concrete must he at least D 3112 inches ❑ ❑ ]Q � LL -Z 2 7 b. ITW Rarnset-R_e_dhead Tgrbott (ww_ w.hitfti.com) � d Z Q 0 0. - 1/2 inch diameter x 7 inches overall length N C - Galvanized r +' Minimum embedment in concrete must be at least C 4118 inches N c. Rawl Stud (www rawl.com) 7 � 0 0 - 112 inch diameter x 5112 inches overall length L W Uj r (.0 - Galvanized Z M C7 Minimum embedment in concrete must be at least J 4 inches[Ll W I– , F�j L� C 1V �E wwwfloreriremailbo-yes.rom 91194 Rev G Page 7 of 16 A� tampany 2 SITE SCREENING STANDARD A + 6' CEDAR SLATTED METAL GATE CENTERED ON HANDCAP a STALL CONCRETE WALKWAY - REFER TO CIVIL DRAWINGS FOR 12" MI DETAILS ' k � C - - - I - I • - 4. co 5-0" ' 2'-0" CAR WALKWAY OVERHANG ACCESSIBLE SIGNAGE N.T.S- * i✓ N Lit v r =' Q "' b Z W Z 2 Z 2 U) o W F_ � U M . I■ �0 00d W W c c W U) C ro > n Z J Z m CL r 0 F- 1 4 0 AGENCY NO SHEET: 15 _ OF 36 H:1DGNV 1 47 0012 1-006 CD INDEX: 21-006 det-dwg X08: 21-goB K F - Q Liu 0 Z 0 Z P- Z O r LV Z 0 U Ll1 V) LL 0 rA LLI L— LL. 0 Z 0 0 Q. OF J ' 1 BLUE BACKGROUND WI WHITE SYMBOL & LETTERING 1" WHITE LETTERS Wl a ` arir I STD. WORDING PER ACCESSIBILITY CODE Vim+ REO. - "VAN ACCESSIBLE" SIGN BELOW INTERNATIONAL SYMBOL OF ACCESSIBILITY WHEN REQUIRED. 2" DIA- STEEL POST CENTERED ON HANDCAP a STALL CONCRETE WALKWAY - REFER TO CIVIL DRAWINGS FOR 12" MI DETAILS ' k � C - - - I - I • - 4. co 5-0" ' 2'-0" CAR WALKWAY OVERHANG ACCESSIBLE SIGNAGE N.T.S- * i✓ N Lit v r =' Q "' b Z W Z 2 Z 2 U) o W F_ � U M . I■ �0 00d W W c c W U) C ro > n Z J Z m CL r 0 F- 1 4 0 AGENCY NO SHEET: 15 _ OF 36 H:1DGNV 1 47 0012 1-006 CD INDEX: 21-006 det-dwg X08: 21-goB K F - Q Liu 0 Z 0 Z P- Z O r LV Z 0 U Ll1 V) LL 0 rA LLI L— LL. 0 Z 0 0 Q. OF J le **A# 1 TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS- WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT- N 593473.32 - E 108724.51 INSTALL 1 - WSDOT BOLLARD TYPE 1 (SEE DETAIL SHEET 14) 3 LST aV 0 '' •1 I �4V a 4 N 593489.76 # ❑ E 108717.25 -a° I'g , �) r ► INSTALL CIL 15' WSDOT TYPE I • q d J� ; DRIVEWAY •' , w (SEE DETAIL SHEET 141 15' WIDE POND ACCESS ROAD (SEE POND ACCESS ROAD SECTION SHEET 18) jo 3q q N 593471.69 a°, a N B a` E 108719.78 as .a INSTALL „ 1 - WSDOT BOLLARD - - - - - - - - - TYPE 1 (SEE DETAIL SHEET 14)wo c -1- sa _ _ _ BfoRETENrION 0 CELL WITH 1 t v N _ UNDERDRAIN N 593345.57 r I D m `` ! E 108705.88 ` zo!6"s ° ,_ - .•� , + INSTALL ROCK LINING OUTFALL II; + p . ,� �? U N 593402.73 4 a E 108651.32 - J K FL 329.50 (12" N) 1` c. �a' INSTALL i ROCK LINING OUTFALL ` FL 332.48 12" NW v f 34 LF 12" PVC @ 0.0000 FTIFT qy 4 �� • \ $p v . II 3_ - N 593378.20 r+_ :q a V a f E 108694.66 ' - + �I _ INSTALL 335 40 LF 12" DI CB -P3, TYPE 1 a ` p rI @ 0.0050 FTIFT wI BEEHIVE GRATE I v j �Y v + II ' r rJl "d8°�.ao f OdO� a;?� ❑a % a I(I _ "; t `+'' o 18+11.98,129.99- RT (J) INSTALL poG 9 • I a� a". + CB -P2, TYPE 1 RIM 331.72 FL 332.68 (12" W) FL 332.68 (12" SE) 4 L • 16 # v, 1 � � I iQgq�a .► I v S v;P{ a n¢q ° V ! 97 LF 12" DI @ 0.0050 FTIFT , r B 18+12.06, 33.23' RT (J) ' INSTALL P ❑ U, ° CB -P1, TYPE 1 F- ZRIM 332.21 +' FL 333.16 (12" S) °• FL 333.16 (12" E) 26 LF 12" DI _ k q ; IN @ 0.0050 FTIFT a I' Y r W c i i w P w !� � j - I Lu2 r co) _ Iyl Lu W , w{ •- 1, w �� 1 LU �.- I Yj- - f 19L Ilk NOTE THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER, ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. RIM 333.50 FI FL 329.50 (12" S) 333....... F 3:1 SIDE SLOPES (TYR) - BIORETENTION CELL LAYOUT SCHEDULE POINT ELEVATION NORTHING EASTING DESCRIPTION A 332-00 593402.73 108651-32 ANGLE POINT B 332.00 593425.64 108717.91 ANGLE POINT C 332,00 593386.37 108726-62 ANGLE POINT D 332.00 593364.62 108664.43 ANGLE POINT (i) CITY OF YELM _ VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1-00007995952. 20 10 0 20 40 SCALE: I"= 20' N 593127.92 E 108855.00 INSTALL MD -1, TYPE 2-54 CONTROL STRUCTURE (SEE DETAIL SHEET 16) RIM 334.36 FL 329.50 (12" SE) FL 329.50 (12" NW) - N 593040.57 5 LF 12" PVC --96 LF 12" DI E 108895.04 @ 0.0000 FTIFT @ 0.0104 FTIFT INSTALL 331 ROCK LINING OUTFALL o332O 114.5$ J 332 Sats FL 328.50 (12" NW) d ......... -334._ .. ............ X336....... I ........... . . " 337 ............ ......"...... - '�' l� .................... r, ...............-..-.... fr ................... ...•................ _.._.............-- ....:......................•'•«..., .... .. - DETENTION POND LAYOUT SCHEDULE POINT ELEVATION NORTHING EASTING DESCRIPTION 1A 329.00 593346-29 108712-57 ANGLE POINT IB 329.00 593310-46 108720.52 ANGLE POINT 1C 329.00 593305-32 108740-79 ANGLE POINT 1 D 329,00 593210.80 108796.23 ANGLE POINT 1E 329-00 593137.38 108845.79 POINT OF CURVE 1F 329-00 593132-18 108847-08 CURVE MIDPOINT 1G 329.00 593129-55 108842-58 END CURVE/ANGLE POINT 1H 329.00 593131-62 108730-47 POINT OF CURVE 11 329.00 593195.43 108726.20 CURVE MIDPOINT 1J 329.00 593257-50 108710.80 END CRUVEIANGLE POINT 1 K 329.00 593336.35 108683.68 ANGLE POINT a A# IN ruy Lo 1Za11� r W Q dZ U3 o � z U m U N Ii � � N Lo E 0 WGX r }aQ ❑ z ��� 0 CL 0) c o m 0 � J� � r � W oar r D Q 0 W z C2 m o z W z: > 2 Z z u, Lu M o � a 0 a A# IN ruy Lo 1Za11� N iu� o O T rn uj0 SIJ z z LD o LnOU LL 1-- [lf U co I Q w:th-1 OEM To J W V Ln0 b W L Lr a W co � W W I,- z J z d z 2 � d M i 1 J H a Lu w 0 ¢z OC OG D z ti a rn z v 1' C7 C4 z D F= U w 0) LL O zt w w T LL z O O 0. E olor AGENCY NO - SHEET: 16 OF 36 H2OGN121-000\21-006= INDEX: 21-006 pond.dwg J ` JOB: 21-005 or W U) 0) 0l Z Q O > m F.W - Doo N Lo E 0 WGX d }aQ ❑ z ��� 0 CL 0) c o r>Y r 0 � J� � r � W oar r D 0 W z M 0 F" z W W 2 N iu� o O T rn uj0 SIJ z z LD o LnOU LL 1-- [lf U co I Q w:th-1 OEM To J W V Ln0 b W L Lr a W co � W W I,- z J z d z 2 � d M i 1 J H a Lu w 0 ¢z OC OG D z ti a rn z v 1' C7 C4 z D F= U w 0) LL O zt w w T LL z O O 0. E olor AGENCY NO - SHEET: 16 OF 36 H2OGN121-000\21-006= INDEX: 21-006 pond.dwg J ` JOB: 21-005 or 3/4" DIAMETER SMOOTH --- BARS EQUALLY SPACED 45" (4" O.C. MAX) C.B.RISER SMOOTH--- VERTICAL BARS Ai HOOK CLAMP- ANCHORED e. TO C.B. RISER - _ n HOOK CLAMP DETAILI NTS j LOWER STEEL BAND 314" x 4" WIDE FORMED TO FIT IN GROOVE OF C.B. RISER TYPE 2 - - CB TOP - ROCK LINING EL 334.00 OUTFALL TOP FL 332.48 EL 334.00 r I ' BIORETENTION CELL - - - -DWL 333.50 'TOP OF POND EL 334.00 - SIDES & BOTTOM OF FACILITY TO BE SEEDED WITH GRASS MIXTURE (SEE LANDSCAPE PLAN) TOP OF POND 12' - EXISTING GRADE EL 334.00 DETENTION POND OWL 333.00 - - - - - - - - - - z - -= � � � _ AN ANCHOR PER DETAILS SHEET 18 - POND ACCESS ROAD (SEE DETAIL SHEET 18) P►L BTM 332.00 \/ ROCK LINING _ =1 f I wrr xin OUTFALL �! i 1 -I ( I I I iTi 11=I 11-1 I III I !_^ \\\\� \ 11_711- { __-, , ,� I I ii- .r.- FL 329.50 INLET t- �= _ _ = - - \ff ROCK LINING I^ I -! { 1�! I !I I -III_ I 1 I. 1I1- f OUTFALL - 6" SEDIMENT STORAGE �, I I.� I I --I 1 1_____1 I ��� ] 1= _ _-- _--- -- _v ------------------------------ -FL 329.50 - - \� 40 LF 12 DI + -1 I -------- - -- -- - - - - - - ------------- FL 328.50 @ 0.0050 FTIFT -- . -- . 1 11 I 1 �1 I Iii I 1 -� 1Urr'_Ll� =i IHE1I1-111Ili.1II l �-•-•.1=111-I 1 I I r�7_7_11 11--1 I i 1 I 1=11 1=1 I 1-=1 11=-I I i= -� I;I-�� I I= --I i F 1 I I =1 I I=1T=I 11=f I IA 1 1={I I El 11=III7-11 1=i I 18" BIORET SOIL MIX 40 MIL HDPE LINER - 1 - 34 LF 12 PVC 6" PERFORATED PIPE - 1 @ 0.0000 FT/FT UNDERDRAIN LAID FLAT 1 - CB -P3, TYPE 1 EL. 329.50 wl BEEHIVE GRATE 1-112" WASHED DRAIN ROCK - RIM 333.50 FL 329.50 4" COMPACTED SAND - NATIVE 15- (TVYP) SEE NOTE 1 PLAN VIEW NTS 24" UPPER STEEL - BAND 3/4" x 4" WIDE 4 HOOK CLAMPS EVENLY PLACED SEE DETAIL A -PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN HINGE UPPER ENDS WITH FLANGES/ BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END LOCATE STEPS DIRECTLY BELOW 3/4" DIA. SMOOTH ROUND BARS WELDED EQUALLY SPACED BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED] SEE NOTE 1 'N .I l' r STANDARD GALVANIZED ' STEPS OR LADDER r (SECTION A -A NTS NOTES-. 1. METAL PARTS MUST BE CORROSION RESISTANT; STEEL BARS MUST BE GALVANIZED. 2- THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS) GRATED CONE RISER DETAIL M.T.S. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 'F BT =�{ •��{an �I I =`.• 1 1�1 11 1 f - I l� .. I- ... w.f r �h,. � ..: . �I I !moIIIi ! 1=1 � ,f-! !. I ! I �71 1 I [ i=I I --I 1- 1 I I-1 I 1-I11 -1 /i 1!-! 11. I_- 11 1 =I I 1 El 11=1 11 111 11 l=11 I��� 1�=1 I I=! I I=! I I-! I!-! I I-! 111 I I -} I ISI !! I I 1 1 I i-1 ! ISI I} -1 I f=! 11=1 I ISI 11=1 I! 1 1 1 1 111 I ISI } 1- I I I=I' ' - 96 LF 12 of " I-111-- -1 @ 0.02060 FTIFT -- 12" TOPSOIL -- 40 MIL TEXTURED HDPE LINER 4" COMPACTED SAND LAYER BENEATH LINER - MD -1 CONTROL STRUCTURE (SEE DETAIL THIS SHEET) - NATIVE TOP OF POND EL 334.00 DRAINAGE FACILITY SECTION A -A N.T.S POND ACCESS ROAD (SEE DETAIL SHEET 18) PIL I SIDES & BOTTOM OF FACILITY TO BE SEEDED WITH GRASS MIXTURE (SEE LANDSCAPE PLAN) TOP OF POND ' EXISTING GRADE EL 334.00 12'-1-/ -- - -_ r DETENTION POND ANCHOR PER DETAILS j SHEET 1$ -OWL 333.04 MATCH EXISTING =1 I 6" SEDIMENT STORAGE IITI------------------------ ----- i--111 } �.�ir-_ • ,_ _ ��.�� . � 111---1 n___1 I III 11- 1 1-1 1 --12" TOPSOIL 40 MIL TEXTURED HDPE LINER - 4" COMPACTED SAND LAYER BENEATH LINER - NATIVE DRAINAGE FACILITY SECTION B -B N.T.S METERING DEVICE OVERFLOW GRATED CONE RISER EL 333.00 (SEE DETAIL THIS SHEET) 3" x 0.090" SUPPORT BRACKET ANCHORED TO CONCTETE WALL (MAX 3' VERTICAL SPACING) TOP OF CATCH - BASIN EL 333.00' DWL 333.00- ---- - - - f f HANDHOLDS, STEPS OR LADDER RUNGS ' f 5LF12"PVC (NO POLY) 1 FL 330.50.. _ ';1.50 LAID FLAT + 2' _ MIN, INLET OUTLET FL 329.50 __ FL 329.50 FL 327.50 + ti BTM 325.50 a A n P 6" ELBOW WITH 2" DIAMETER ORIFICE TYPE 2-54 CATCH BASIN WITH FLOW RESTRICTOR 1' SECTION OF PIPE ATTACHED BY - GASKETED BAND TO ALLOW REMOVAL RESTRICTOR PLATE WITH 0.5" ORIFICE 12" PVC SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN 12" STAINLESS STEEL OR ALUMINUM METERING DEVICE MD -1 CONTROL STRUCTURE N.T.S. - MAX. REMOVABLE WATERTIGHT COUPLING OR FLANGE TOP EL 334.00 EXISTING GRADE f1 - BIORETENTION CELL 1�,Iki=III-I ----- - DWL 333.50 IR ANCHOR PER DETAILSf i-� BTM 332.00 1 SHEET 18 I 1'�_I1 .1 I. II11- I-- . 0 _11 lz -_ . 1= 61, IIIF 6 • i, x ri��i''rrfirirrifirrririri/ir�rrrri/iilir/ r/ rrrr, yrrii.�i} �irri/irriiiiirrrr. -i f I 6" PERFORATED PIPE 6' UNDERDRAIN LAID FLAT 18" BIORET SOIL MIX - EL. 329.50 40 MIL HDPE LINER 1-112" WASHED DRAIN ROCK - 4" COMPACTED SAND NATIVE PIL POND ACCESS ROAD (SEE DETAIL SHEET 18) TOP EL 334.00 6" ELBOW f � [O z 1( FL 330.50 L PLATE WELDED TO ELBOW W/ 2" DIAMETER ORIFICE ELBOW RESTRICTOR DETAIL N.T.S. DRAINAGE FACILITY SECTION C -C N.T.S ALUMINUM STUB , WELDED TO METERING DEVICE RISER 2" STANDOFF 12" ALUMINUM METERING DEVICE RISER TYPE 2-54 CATCH BASIN WITH FLOW RESTRICTOR 12" PVC DISCHARGE PIPE SHEAR GATE & J' CONTROL ROD 5 LF 12" PVC (NO POLY) LAID FLAT NOTE: PLAN VIEW ALL ORIFICES TO BE MACHINED. N.T.S. 6" MAX. STANDOFF 6" ELBOW 2' MIN. CLEARANCE LADDER RUNGS z " zo1a0z4� N ZE pc DNALE' �P da�Za��l oof W 0) �o W m Q > w 0.it D- U) Dov U) E w 0) '' o ❑ 'z w 0QzQrn a 0.0) C gJc � aOrn z W r O 0zm co z W W � Q 2 Of ❑ a, a U) i - z Z 2 O 2 O U) w T_ U 3 �' co I co .0) U IAw 00 mj 0 0) .M 2 Wrr O IL a 2 T d � � O ~ o now N V CL a Z- L,^) W 0 0 2zt < iQ z v •• U- 0 Or O CL Q ♦ r AGENCY NO. SHEET: _ 17 OF 36_ H:OGN121-0 121-0061CD INDEX: 21-006 pord.dwg Z 2i Q Q N U Z U cQv U � U) Z) ] 7m y ¢ ❑ m a = 7 Z Z Y Lu 0 U iu _3 Lu U w X Q z " zo1a0z4� N ZE pc DNALE' �P da�Za��l oof W 0) �o W m Q > w 0.it D- U) Dov U) E w 0) '' o ❑ 'z w 0QzQrn a 0.0) C gJc � aOrn z W r O 0zm co z W W � Q 2 Of ❑ a, a U) i - z Z 2 O 2 O U) w T_ U 3 �' co I co .0) U IAw 00 mj 0 0) .M 2 Wrr O IL a 2 T d � � O ~ o now N V CL a Z- L,^) W 0 0 2zt < iQ z v •• U- 0 Or O CL Q ♦ r AGENCY NO. SHEET: _ 17 OF 36_ H:OGN121-0 121-0061CD INDEX: 21-006 pord.dwg Ela pa F— ] D L� D D D 0 D n 0 a Q Q 0 Q � r 20" x 24" 10"x12" Lof co r:..- I W x 27' NOTES MATERIAL. DUCTILE IRON, A-536 CL 80-55-06 APPROX WEIGHT 100LBS BEEHIVE GRATE FOR USE WITH SM60 20" x 24" REV FRAME N.T.S. NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER- r 3' NOMINAL OVERLAP L E)TRIIDATE LINi� MATERIAL OEvnm REQUIRI D NRH LINER TRIgLF1 M OF 60 w- OR OUTER NOTES: LNER SHEETS TACK MELDED TOGETHER AT OVERLAP M FORM TnFORARY BOER] PRIOR To VCJ) NG [RIHDNIG NOT TO EXCEED 1/4' PAST 'SUUEFIE-OUT' ON EITHER SIDE PROPER DIRE SHOULD BE TAKEN N NOT REMOVING TOO MUCH MATERIAL WEEN GRINDING VACUUM TESTING IS THE NONDESTRUCTIVE SEAM TEST METHOD FOR EXTRUSION NELDS E x T R U S 1 0 N W E L D NTS 4A L.*g. a G.or.li. Pro&.I., W -(KW r not. k«+w1o0~ s-.fb dpq rnl pr+'- ar¢1rAV wplwk7p wrdr-Mp a..npr- MNLdor nr earn an ry.lraa am R r LKi/4 r b AMb!*Ip, w �. w.ltl�h d � .f �. dr>W� Mr ■ w perp- VMR dd ft d" d 1eaaM1b0. MMR Iq rV. ro r.pr-rY/ota w wn-/mala drOui.y. an we-- k..WYdbd ' rk* • -00Prde=w.p -.0" who Irm Ipad.la.d Wa,.rdTp d ■ Prlbir poJact -►7 tln naada and d wrfi p m drrtnk- whr gyp , tl w boAmMOon d1 r ter ndrd 1w Ouch pmooct SHUT NO. DETAIL NORTHWEST LININGS & 'm NAME GEOTEXTILE PRODUCTS, Inc. im NO. www.norLbwesllinimp.com DATE plECNf17} 2100077TH AVE. SOUTH KENT, PIA. 98U32 BY: SCALE (253) 872.0244 (253) 872-M4$ FAX 6' MA%WLUM DVERLAP r i- 4' NOMINAL OVERLAP 318' 3/B' 3/8' MN, MRI. L/ER - �MATE RIAL "CR7AIR CHANNEL - NATES: AIR PRESSUNE TESTING 15 THE PRIMARY METHOD FOR NON DESTRUCTIVE TESTING DOUBLE FUSION NELDNNG D 0 U B L E F U S 1 0 N W E L D NTS r4�tl.wi Lw -go i C-sobwAs PmAa e, heofv&) Is I1d ■ icwwd C Irm and dow IIA ";Ow womwkV w Ppb wonowkV wrrlwlL ANI. dh. M not m0w wl rwwwtArM.a w .w1.Irlw, .�� tr krta•4 r k1 a w dra.41ya, w re mft&MR r of airy d On dl.-rf9 fw a prnculr uOu w prpo.a 11NY.oa1l Mmftq On 1rtla MNL alakar rOtw.a..IMrtlon wrwlrlq not th. d...klp ar.rp.PPtir r rw,>, p-+Imk Ywrirlea Or1ry a rp�trr.e prokr.Yrlr..gl.r-'Allo ear tperl.rtpd %1n.Mfb. da P' P*J red 1M nrnY lar vparft d.MpL m%twm l 1p - khdwikdvw r bad ■ w *,Ouch prgrl. SHEET NO- KTA1L NORTHWEST LININGS & JOB NAME: GEOTEXTILE PRODUCTS, Inc. ,IDB NO. . ,:.cAa1 DATE CHECI(ED 21000 MIMI AVF-SOUTH5 20 11 KENT, WA. 98632. BY, SCALE (233) 872-02A4 (253) 872-0245 FAX 4EA114"x2"x5" STRIPS UNIFORMLY SPACED AND WELDED TO 314" FRAME WELD ENDS TO FRAME f-- MAX- 3" SPACING FLOW 314" X114" FRAME ' 45° 0 314" DIA BARS NOTE: L 112" GALV BOLTS ALL PARTS SHALL BE CORRISION NOTE: RESISTANT. NO GALVANIZED PREFAB RACK INTO PIPE STEEL SHALL BE USED (NO BOLTS) TRASH RACK DETAIL N.T.S. WIDTH VARIES (SEE PLAN VIEW) t r N I7• 7 w it f -r �—Nll) iNER SEMS NTO ANCHOR TRENCH TO EN) OF PALET. -TOP OF Elm -GEOMEMBRANE LINER 3 1 (VARIES) T Y P I C A L A N C H O R T R E N C H DPOSED LINING SYSTEM N T S R.D.P.E - PCLYPROPYLE?E - URETHANE - ODUD ARD - XR 5 tONlhw f U np i orlp.tAp Pmdw* bF(Wk) tp mt. tforlwd •rqkwmtv t- wW don rut ta.raw al~p w pra4d. ralrwrlG..nka tlwL Aer..a .m" Ay rrpraorrdnl wwrrallr•., to4..w af°R�•d. w b w•l drwMp, w Ik..r���alwydMdlw1 0 Tap ■ partl-trre w prpl vmwAfto-q ffia .�i4y IML Irnr.,o tup..aatlrtlaw w mrmv y' 6,r On talaYada an ��� for my p'���R 0* a AW 00 "te 1-. •pwbAl k� d pMtalr pq.ot M r,. waft -d r.µka,wlL OF ad prj.ot An dr -,w- VOM .pftMc drfVt wgkmmirV w kadrt.lon d.ra r brt-gd for nth prtljut SHEET NO- DETAIL NORTHWEST LININGS & JOB NAME-- GEOTEXTILE ASGEOTEXTILE PRODUCT'S, Inc. JOB NO. wwrw.... ....... DATE. 313 12 CHECKED- SNX 210007M AVIL SOUTH ]CENT. WA- 9$032 BY. SCALL (253) 872.0244 (253) 872-0245 FAX SG NTS - EXTEND ROCK PAD A MINIMUM OF V ABOVE OUTFALL PIPE DISCHARGE PIPE wl TRASH RACK 8' MIN. t� POND BOTTOM •r 1' GEOTEXTILE FABRIC �CIl�III11111�\�C! 2" CRUSHED SURFACING TOP COURSE 9" MIN. CRUSHED SURFACING BASE COURSE COMPACTED NATIVE GRAVEL TO 90% GRAVEL POND ACCESS ROAD SECTION N.T.S. - COMPACTED SUBGRADE ROCK LINING OUTFALL DETAIL N.T.S- ROCK LINING NOTE: ROCK LINING SHALL CONFORM WITH TABLE 3-7 OF THE 2016 THURSTON COUNTY DRAINAGE AND EROSION CONTROL MANUAL ROCK PROTECTION SHALL BE REASONABLY QUARRY SPALLS WITH THE FOLLOWING GRADATION: 100% PASSING 8" SQUARE SIEVE 40% - 60% PASSING 3" SQUARE SIEVE 0% - 10% PASSING 314" STEVE ARMOR POND A MINIMUM OF TIN EACH SIDE OF OUTFALL GEOTEXTILE FABRIC NOTE: GEOTEXTILE FABRIC USED UNDER ROCK PROTECTION OF OUTFALLS AND OVERFLOW SPILLWAYS SHOWN IN THESE PLANS SHALL BE US FABRICS US160NW OR APPROVED EQUIVALENT- SHAFF TO APRON THERMAL EXTRUSION SEAM PER MANUFACTURER'S SPECIFICATIONS skfrr FXTTRUSION �� Yix2"NEOPROC GASKET UNER MIE]AIWE BOOT TUBE — ICER MEM(RAINE BOOT TUBE l J -------------------------------- N --- ----------------- N 0 T£ S: HOLE FOR PEIETRAnON OF MEMBRANE SHALL BE CUT UNDER.SIZIi SO THAT STRETCH® LINER FORMS A 1' FLANGE OYER THE WE 1• 1 z 2 ¢ Q U m C3 N z 11x' STAINLESS � t STEEL BANDING Z) LI] ❑ Lu m Q T- LLj Z 2 CAL0MG L7 3 U W I- Q ❑ ❑ C) D rUn WALL � J A 1 Trs.� >Iv ir3•'. ^i 1 STORM DRAIN PIPE APRON TO FELD LINER THERMAL EXTRUSION SEAM HDPE LINER 6104WW LINER SLOPE PENETRATION DETAIL (P(PE) HDPE, LLDPE N T 5 Maxla c"owmmm Pro&x* rc WAF4 r rpt a kwrc d w4rowin fm wd dopa no! P=ub •nokow'V u fes• 00 spnkaa. KrM dor rant —i. �V rwar. i�t.pwMtrcya w _wIrwd mod a. frrw� w+pwo►� � r ��� 00H• �ud Fir rarer Who hm Wai.bed Wim*lP oFm pr/.1w,dka am to read& and Ia4iw.wfl01 wdr pidMal wn dW[flYn 1M1r.pKft 9t wgFwrrpmLWlim d.dl r b6.ard tri, prNwi SHEET NO. DETAIL NORTHWEST LININGS & JOB NAME: GEOTEXTILE PRODUCTS, Inc. JOB No. www.aorlhwedlininp.com DATES 12 11 07 KL/SK 21000 77TH AVE SOUTH KENT, WA. 99D32 BY. S�CNf: NTS (253) Tn-O 4 (253) M-0'245 FAX EXTRUSION VELA --/ CONCRETE SUPPORT PAD MEATH LOER { Iy�j 18' HIDPE PIPE BOOT APRON EXTRUSION WELD HDPE RPE BOOT SLEEVE REFER TO DETAIL FOR REQUIRED BANDING PN'E LINER MATE%k GEOTEXTI.E CUSFNCIN BETWEEN LNIER AND CONCRETE PAD NOTES: ALL CONCRETE SURFACES TO BE STEEL Mill FINISHED WITH ROUND AHR 51100TH EDGES SUGGESTED MMMRIM CONCRETE STRENGTH 4000 P.S.L OR AS DETERMINED BY TLE DESIGN ENGINES H.D.P.E. IL.D.P.E. P I P E B O O T I S O M E T R I C NTS Mnaar.w Ur*W a'--�" Pmducb, krc.(WAt) r not a kxra..d av—im k. wid dn.a nd pracdn wQ*a.wkw f+v.Ida rok ..kq.-.2-.c VOL der nw e -rt any .rprntra/.a w . —sm .fir. r w o§ K r b wry w.Ml.p. w to wdb"ft d' ury of t11a dl.wkl0 Ter . p-eF..r w w plrp.... fatw.%& Nrwg 00 p -p- I IL MNL nrkr m rapr..-dNl.p w -.rrr * w1 Una twkw. an mW upi+ fpr my pmacuk kmfthl6m "a r%OW* M pruf.n6^M "rQk-.r.he hr W*n.lnd bvowk lye OF ■ p•dUdW W0160 rd 4aa rwd. rd r.quk-rerdf d ■ONi p dpt.nnkn Mr p.dc dmkpy &VvmsirV or k- dmlkm 6" b bow PAW fir..oh W*cL SHEET NO. DETAIL NORTHWEST LININGS & JOB NAME-- GEOTEXTILE AMEGEOTEXTILE PRODUCTS, Inc. d00 NO. www.northwestliniinnyc.cam DAT- 1 15 04 1 CHECKED. ?1600 7TSR AVE SOUTH KEXT, WA- 98032 BY: SCALE (253) 872.0244 (253) 872-0245 FAX IN 0 N Z W m W n �Oo () N (D 00m wrn� < }¢Q azW 0 Q ZOL Lo 0 <J� L 0 0cr) Z0�° p W r 0 W O) M Z M Z W W 2 � J r LLI a Q 0 U) I— z Lu Z 2 LD LD o � U J t 1 m N n �] w OEM z I- W 0 O A W L0 _ o W ~ 1 j o UD 1 ❑-- 1- > N Z -1 z CL m Q i■ U Lu N LLo 0 L11 >- W Zr = 0 .. LL~ F 0 o a *- 0 0 CL a J Ao AGENCY NO - SHEET:. -18 OF 36 L1:1DGNV 1 _00012 9-0061CD INDEX. 21-006 pond-dwg 0011% ` ,TOB: 21-006 J *4 14 1 e� � CAST IRON COVER AND RING PIPE MATERIAL AS SPECIFIED BY THE ENGINEER CLEAN-OUT FRAME AND COVER REQUIRED WHEN BROUGHT TO 2'-01$ THE SURFACE (SEE DETAIL) ,d N b j FIBER JOINT PACKING 'l APPROVED WATER TIGHT PLUG NOTE: \_ CLEAN-OUT LOCATION IN PAVED AREAS WYE LOCATED ON EASEMENTS PROVIDE 2'-0" COVER AND FURNISH AND PLACE STEEL PLATE118" X 2' 2' OVER PIPE END FOR DETENTION BY METAL DETECTORS IF VERTICAL PIPE is TO BE CUT FOR GRADE ADJUSTMENT CUT UPPER END AND PLUG WITH INSERT TYPE PLUG 45` BEND TCLEAR MIN TYP AROUND PLUG AND BLOCK NOTE: CLEAN-OUT SIZE SHALL BE 6" CL-EAN"OUT DETAIL N.T.S STANDARD STORMWATER NOTES: 1. A preconstruction meeting shall be held prior to the start of construction or staking of the site- The preconstruction meeting shall include staff from stormwater, water and sewer utilities if applicable- 2- All workmanship and materials shall be in accordance with the Stormwater Management Manual for Western Washington (SWMMWW), other County standards and the most current copy of the State of Washington Standard Specifications for Road, Bridge and Municipal Construction (WSDOT/APWA) in that ordef- 3. Construction SWPPP consistent with the requirements set forth in Vol II in the SWMMWW and includes all 13 elements or as required in the Construction Stormwater General Permit. BMPs selected for implementation are to be approved by Ecology and are to conform to the current Stormwater Management Manual for Western Washington. 4. A Construction Stormwater Pollution Prevention Plan (SWPPP) and a copy of the approved stormwater plans shall be onsite at all times when construction is in progress. Whenever inspection and/or monitoring reveals that the BMPs are inadequate, due to discharge, track out, or potential to discharge, BMPs or design changes shall be implemented as soon as possible -If deficiencies are identified the following actions shall be taken by the county- It shall be at the discretion of the Inspector which action will be taken based on the severity or history of the site. A- 1 st action taken is a verbal warning to the foreman or person overseeing the site. B. 2nd action taken is a written inspection with actions to be taker} signed by the foreman or person overseeing the site. C- 3rd action taken if corrective actions are not taken, completed or issues continue to be found will be a written notice and a Stop Work Order shall be posted. 5. Seasonal Work Limitations -- From October 1 through April 30, clearing, grading, and other soil disturbing activities will not be permitted unless it is shown to the satisfaction of the County that silt -laden runoff will be prevented from leaving the site through a combination of the following: * Site conditions including existing vegetative Coverage, slope, soil type, and proximity to receiving waters, and • Limitations on activities and the extent of disturbed areas; and ■ Proposed erosion and sediment control measures The County may expand or restrict the seasonal limitation on site disturbance based on site inspections, local weather conditions, or other information- ■ if, during the course of any construction activity or soil disturbance during the seasonal limitation period, silt -laden runoff leaving the construction site causes a violation of the surface water quality standard; or • If clearing and grading limits or erosion and sediment control measures shown in the approved plan are not maintained, the County may take enforcement action, including but not limited to a notice of violation, administrative order, fine/penalty, stop -work order, or correction notice. 6. Exposed soils shall not be left exposed and unworked for more than 2 days between (October 1 -April 30) or 7 days between (May1 - Sept. 30). 7. Assure that concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping and mixer washout is performed offsite or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas- Refer to the Stormwater Management Manual for Western Washington for BMP's. Concrete spillage or concrete discharge to Stormwater facilities Is an Illicit discharge. 8. Applicant shall comply with all other permits and other requirements of the governing authority or agency. 9- All storm mains and retention/detention areas shall be staked for grade and alignment by an engineering or survey firm licensed to perform such work. 10. Storm drain pipe materials shall be as specified in the SWMMWW. Pipe size, slope, cover, etc., shall be as specified in Volume III of the SWMMWW. 11. The storm drainage system shall be constructed according to approved plans on file with the jurisdiction- Any material deviation from the approved plans will require written approval from the jurisdiction- 12- Special structures, oil/water separators, and outlet controls shall be installed per plans and manufacturer's recommendations- 13- Washington law requires that the rules adopted by Washington Utilities and Transportation Commission be followed. Those rules are set forth in RCW 19.122 and requires anyone performing any type of digging to call at least two business days before digging. Dial 811 or 1-800-424-5555 or visit www. Cal lbeforeyoudig.org. 14. All surveying and staking shall be performed by an engineering or surveying firm capable of performing such work - The engineer or surveyor directing such work shall be licensed by the State of Washington - 15. The minimum staking of storm sewer systems shall be as follows: A. Stake location of all catch basins/manholes and other fixtures for grade and alignment. B. Stake location, size, and depth of retention/detention facility. C. Stake finished grade of all stormwater features, including but not limited to catch basin/manhole rim elevations, overflow structures, weirs, and invert elevations of all pipes in catch basins, manholes, and those pipes that daylight - 16, Final elevations, locations, slopes, grades, roadway alignments, etc. shall be based on a field surrey conducted by a licensed professional surveyor and shall be stamped by the surveyor as a record of the final constructed location and elevation of facilities shown - 17. A continuous toning wire shall be buried the entire length of all stormwater pipe and be located and attached to the top of the pipe. The toning wire shall be 12 gauge insulated green toning wire. The toning wire shall end in catchbasins, manholes, other structures, and be placed in a organized manner on a stainless steel concrete wedge anchor and/or hook within six (6) inches of lid or grate or end of pipe if no structures present i -e., cross culvert with a minimum of five (5) foot coil of wire so it will not fall off and can be accessed without entering the structure. The toning wire shall be tested for continuity prior to acceptance- All splices will be made with Copperhead Snakebite connectors or 3M DBR moisture displacement connectors splice kits designed for in -ground use. 18. Underground warning tape shall be placed approximately twelve (12") above the top of pipe indicating stormwater pipe. 19. Ail culverts shall be a minimum of twelve (12") diameter and of sufficient length to provide a minimum 3:1 slope from the edge of the driveway or roadway to the bottom of the ditch. The culvert shall extend one foot outside the driveway or roadway radius before the bevel to allow for riprap armoring to prevent sloughing of the base/crushed rock into the ditch- Culverts shall have beveled ends to match the side slope. Ductile iron pipe shall be cut short to allow for transition to PVC or PE beveled pipe ends that are exposed in open conveyance system. 20. The storm drainage system shall be constructed according to accepted plans on file with the County. Any material deviation from the plans will require written acceptance from the Drainage Manual Administrator or designee. 21- Catchbasin grates shall be directional grates where grade or slope is greater than or equal to 1 %, 22- A copy of the accepted storm water plans most be on the job site whenever construction is in progress. 23. All building downspouts on commercial sites shall be connected to the storm drainage system, unless otherwise acceptable to the County. 24. The contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work. Any work within the traveled right-of-way that may interrupt normal traffic flow shall require at least one flagger for each lane of traffic affected. All sections of the current WSDOT Standard Specifications for Traffic Control or MUTCD shall apply, 25- It shall be the sole responsibility of the contractor to obtain street use and other related or required permits prior to any construction activity in the County right-of-way. It shall also be the responsibility of the contractor to obtain all required permits prior to any construction- 26- All new storm drain pipelines shall be Closed-circuit television (CCTV) inspected and Air Pressure Tested (APT) by the developer, contractor or applicant prior to paving when practical. Required Pre -Notification: The Contractor shall notify the County Storm and Surface Water Utility at 360•-867-2099 at least 3 Working Days in advance of the first television inspection. 27. Thermo -plastic drainage markings are required for all structures in the roadway. Please contact the Storm and Surface Water utility at 360-867-2099 for marking standards. 28. The Project Engineer shall inspect drainage and erosion control facilities periodically during construction. The Project Engineer shall provide, at a minimum, inspection certification for the drainage and erosion control facilities following any storm event with precipitation equal to or exceeding 2 inches in a 24-hour period- Failure to submit certification to the County within 24 hours following such an event may result in a stop work order being placed on the project. 29. All castings or structures not in pavement areas, and not in the roadway right-of-way of a paved road, shall be set six inches (T) above finished grade. They shall have a cast iron frame and cover grouted to just under the top of the frame and a concrete pad extending out 2 feet in all directions - 30. All disturbed areas shall be seeded and mulched or similarly stabilized to the satisfaction of THE City of Yelm. For sites where grass has been planted through hydroseeding, final will not occur until the grass has been thoroughly established (90% establishment), unless otherwise approved by the County. 31. No trees or shrubs may be planted within 25 feet of inlet or outlet pipes or manmade drainage structures such as spillways or flow spreaders. Species with roots that seek water, such as willow or poplar, shall be avoided within 50 feet of pipes or manmade structures. 32. TCC 18. 16.020 Bonding of drainage improvements shall not be allowed and facilities will be constructed and complete prior to final. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE DETAILS ON THIS SHEET WiTH AN AGENCY TiTLE BLOCK WERE PREPARED BY THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE SAID AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET EXCAVATION. MAY HAVE BEEN MODIFIED TO SUiT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH - N J UJ Z Ir W r U] a J Z Ix LU 0 m Z 12-1 93 BAR EACH CORNER #3 aAR HOOP 03 BAR EACH WAY FRAME AND VANED GRATE �- 2", 4", fi . 12", OR 24" IT' (IN) HEIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION 113 BAR (TYP.) PIPE ALLOWANCES MAXIMUM PiPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 12•' PLAIN CONCRETE ALL METAL PIPE 15- cPSSP * 12" (STD. SPEC. SECT. 9-e5.2U) SOLID WALL PVC 15., {STD. SPEC. SECT. 9-05.7200 PROFILE WALL PVC 151, (STD. SPEC. SECT. 9-05.12(2)] * CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNEF 18" (IN) MIN #3 BAR HOOP CATCH BASIN FRAME AND VANED GRATE / OR MANHOLE RING AND COVER YE PECTANGULAR ADJUSTMENT SECTION �= OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP • • SEE TABLE r • MORTAR (TYP-) • ~ • •y• STEPS OR LADDER i a � z� •. REINFORCING STEEL (TYP.) GRAVEL BACKFILL FOR Y -- I PIPE ZONE BEDDING _-arTrP• •�. .• . 'p" RING = }}} 4••- SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER (48" (IN) - 72" (IN) ONLY (SEE NOTE 1) ALTERNATIVE PRECAST BASE SECTION NOTES 1. As acceptable altematives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0-12 square inches per foot shalt be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts - 2. The knockout diameter shalt not be greater than 20" (in)- Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3- 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grate may be installed with the flange down, or integrally cast into the adjustment section with flange up. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 : 24 or steeper. 6- The opening shall be measured at the top of the Precast Base Section. 7. All pickup holes shall be grouted full after the basin has been placed. H F1/ pF WAS#, Aon p� -11 F3 ] 9 .p Cl5T&R GZ: SS70NAL �r7 Julie Heilman 2020-09.07 07:52:50 -07'00' CATCH BASIN TYPE 1 STANDARD PLAN B-5.20-03 SHEET 1 OF 7 SHEET APPROVED FOR PUBLICATION o.1'y .5re Roark, te've .,1�,2yo� � b9� a$:z3 .�� STATE DESrGN EN&NEER Adhk �!/ wn:hingdon S,as u.penFn t W NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" (in) minmum to 2.5" (in) maximum Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipes installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. CATCH BASIN DIMENSIONS CATCH MIN, MIN. MAXIMUM MINIMUM BASIN WALL BASE KNOCKOUT DISTANCE DIAMETER THICKNESS THICKNESS SIZE BETWEEN 1.2 PVC, 48'• 24" 30" 24" KNOCKOUTS A8" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 6W 5" 8" 48" 8" 72" 6" 8" 60" 12" $4" 8" 12' 72" 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES tlEi 13Y WAS#7 .1., T aQ1FSF4 O ;�� • isT�R� \. s�7Olt;AL F u Heilman, Julie Feb zo 2019 12:49 PM CATCH BASIN TYPE 2 STANDARD PLAN B-10.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Mw 2 ,n i Am !i TAF} ❑E SCN ENI;LNE ER AML Washington Sfo1e Dfi"OMOM of Tmmponarion 2 PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER 2 CATCH ¢ ¢ BASIN CONCRETE ALL CPSSP 1; SOLID PROFILE DIAMETER METAL PP a WALL- - WALL o - 1.2 PVC, 48'• 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" fill" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" D 84" 54" 60" 54" 48" 48' 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" d Corrugated Polyethylene Storm Sewer Pipe 0 (See Standard Specification Section 9-05.20) QQ (See Standard Specification Section 9-05.12(1)) ui Q (See Standard Specification Section 9-05.12(2)) ® Polypropylene Pipe (See Standard Specification Section 9-05.24) tlEi 13Y WAS#7 .1., T aQ1FSF4 O ;�� • isT�R� \. s�7Olt;AL F u Heilman, Julie Feb zo 2019 12:49 PM CATCH BASIN TYPE 2 STANDARD PLAN B-10.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Mw 2 ,n i Am !i TAF} ❑E SCN ENI;LNE ER AML Washington Sfo1e Dfi"OMOM of Tmmponarion 2 Z 2 ¢ ¢ U m a - o U rn D m `� ❑ 0 2 ui Z Z Y UJ Q U L�LI 2 W 7� a N L W m Q > W �D� W Doo Lr) (D •00C0 C WrnX 0 }QQ ❑ z ��� C �1 d ZQrn a V �aRl- Q C o 0) Zir0o W r- L0W 0) co Z(y) r Z W �^ LJ F 2 1 N tip a H [V ¢ LO ❑ r CD 0 U) Z LuZ O E-0 o Lu Lu _ U ♦ OF M Q) 0 IN LU �{] w a OD�a I Q Vl T Mal W Z W � a W = r N W ❑ Z W 0 ❑ r N r Z _o �F Z U `CL w 0 � r ❑ w w o LL o Z r p H 0 a Q / 1 AGENCY NO. SHEET: 19 - OF 36 H:1DGN121-00012 I -OMCD INDEX: 21-006 det.dwg OOF ` JOB: 21-006 J G TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS- WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. EXISTING 10" WATER REUSE EXISTING 10" WATERMAIN 'FF nTl-T LJILLIJ- EXISTING 8" y �/ WATERMAIN T-1 -7 y O�Bti�D� EXISTING 8" WATER STUB EXISTING 8" WATER STUB CONNECT TO EXISTING ` - CONNECT TO EXISTING - - 8" WATERMAIN STUB 8" WATERMAIN STUBR I Q WA Sy Q A C NEW 8" PVC WATERMAIN 1•20100247 µ IST } ro��' • � Irv, WATERY SSTEM MAP -� J .Q ! ! 1 " = 300' TAH DMA TERRA ! 1" WATER IRRIGATION METER ! i ! wl DCVA EXISTING 10" WATER REUSE I (SEE SHEET 22) EXISTING 8" WATER STUB EXISTING 10" WATERMAIN r ; •ado - .9 :. 9 :�• -- ! ' 1 •p•. �<' �� •� P� •�• c "',y ?yeti 1 .Qq�k'6�oo.• � -e •.Q EXISTING FIRE HYDRANT �` CONNECT TO EXISTING �� 8.. WATERMAIN STUB � � ;��'� ..� • � `"+ w _� r• o .d4j s . s � ~qw %va•s 1 • o °'� °� ! % — ° 5 , $Sa• ��3 g'a e+ Ar.-M, J- w� aw �• •a .a•�v-;oa.'" �-a J• '�. .6 r ..❑ `� a'��• r � �} 5= _ �9a�7 a• tea; •au6a v�• ��^�"•' ►. �+ w _ � . SO r+w N w r ww R Rw aw RW — Rn w - � 1I'I �w ~� w w w N w �-�+� �w •yJ EXISTING 8" WATER STUB ' 1 ~ �,$ —` • �`' ! CONNECT TO EXISTING .s e• • h mss mss} - - — — ;� - ., __- =� _- 8" WATERMAIN STUB 1 1 b _ 11 � : • i `, � °ice • e ` SS — c � :� $ o ' err •�'+r.V e° v��S� 4 ___� � � - a •• ' . ,� ■ ga-- .-. 1 ss 17 00 00 r _f.AL QD o 00� s a A - •' FUTURE UB t LOTS o_ �. ID o' c . _ DIV 7 & FDC (NP) NEW HYDRANT - (TYP) til - ' (TYP) DRIVEA' r a o _ NEW WATERMAIN STUB ~ RPBA (TYP. ALL METERS) t — C•.� 2" WATER METER ` 1 (TYP) ^� ell II NEW B'PVC- WATERMAIN — f - (TYP) NEW WATERMAIN STUB- 1� II J -- I I 11 j • • L- t FUTURE ! TPN I I , 1 ._ CA A C NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ��+Vr L THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. I j 78640000015 THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR D I TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE TQC A T 1 I 1 j a I I LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. TAHOMA TERRA THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, HOLDINGS L L C UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. W 0 N Z5. w caW goo ato m E w0) }Q0 ❑ z <31� ' �1 Q ZQrn a rrL�nJ U) 0 l.� >-r J �jIr z W r O L0zm r Z W Lu I- NI ui o F- N 1 Q 0 m F - z w Z 0 wi 3 N •n on) w A0) z A � _ a 0 LLI CLJ r Ll = G LLi No z 'Q a opo� � r�•s A >N U J z CL m J Luo N LL O 0 0 Q w w H > Lu Lu F � 0 LL d z �- o Ix O CL a ♦ of � 1 AGENCY NO. SHEET: 20 OF 36 H-OGNUi-004123-00MCD INDEX: 21-006 wtr. dwg of JOB: 21-006 or 1� 1 CITY OF YELM zI 2 o Qi U V)1 B7 0. U � rst c� z n I VERTICAL DATUM MERIDIAN HORIZONTAL DATUM E3 w T- NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER m ❑ ¢ TCHPN, SCALED TO GROUND SCALEw m ❑ _ 7 COORDINATES USING A COMBINED SCALE z oU Y rutroN `f FACTOR OF 1.00007995952. r%] lil Lu H o a rn 30 15 0 30 60 p ❑ C=] SCALE: 1 " = 30' oof 8" WATERMAIN STUBR I Q WA Sy Q A C NEW 8" PVC WATERMAIN 1•20100247 µ IST } ro��' • � Irv, WATERY SSTEM MAP -� J .Q ! ! 1 " = 300' TAH DMA TERRA ! 1" WATER IRRIGATION METER ! i ! wl DCVA EXISTING 10" WATER REUSE I (SEE SHEET 22) EXISTING 8" WATER STUB EXISTING 10" WATERMAIN r ; •ado - .9 :. 9 :�• -- ! ' 1 •p•. �<' �� •� P� •�• c "',y ?yeti 1 .Qq�k'6�oo.• � -e •.Q EXISTING FIRE HYDRANT �` CONNECT TO EXISTING �� 8.. WATERMAIN STUB � � ;��'� ..� • � `"+ w _� r• o .d4j s . s � ~qw %va•s 1 • o °'� °� ! % — ° 5 , $Sa• ��3 g'a e+ Ar.-M, J- w� aw �• •a .a•�v-;oa.'" �-a J• '�. .6 r ..❑ `� a'��• r � �} 5= _ �9a�7 a• tea; •au6a v�• ��^�"•' ►. �+ w _ � . SO r+w N w r ww R Rw aw RW — Rn w - � 1I'I �w ~� w w w N w �-�+� �w •yJ EXISTING 8" WATER STUB ' 1 ~ �,$ —` • �`' ! CONNECT TO EXISTING .s e• • h mss mss} - - — — ;� - ., __- =� _- 8" WATERMAIN STUB 1 1 b _ 11 � : • i `, � °ice • e ` SS — c � :� $ o ' err •�'+r.V e° v��S� 4 ___� � � - a •• ' . ,� ■ ga-- .-. 1 ss 17 00 00 r _f.AL QD o 00� s a A - •' FUTURE UB t LOTS o_ �. ID o' c . _ DIV 7 & FDC (NP) NEW HYDRANT - (TYP) til - ' (TYP) DRIVEA' r a o _ NEW WATERMAIN STUB ~ RPBA (TYP. ALL METERS) t — C•.� 2" WATER METER ` 1 (TYP) ^� ell II NEW B'PVC- WATERMAIN — f - (TYP) NEW WATERMAIN STUB- 1� II J -- I I 11 j • • L- t FUTURE ! TPN I I , 1 ._ CA A C NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ��+Vr L THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. I j 78640000015 THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR D I TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE TQC A T 1 I 1 j a I I LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. TAHOMA TERRA THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, HOLDINGS L L C UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. W 0 N Z5. w caW goo ato m E w0) }Q0 ❑ z <31� ' �1 Q ZQrn a rrL�nJ U) 0 l.� >-r J �jIr z W r O L0zm r Z W Lu I- NI ui o F- N 1 Q 0 m F - z w Z 0 wi 3 N •n on) w A0) z A � _ a 0 LLI CLJ r Ll = G LLi No z 'Q a opo� � r�•s A >N U J z CL m J Luo N LL O 0 0 Q w w H > Lu Lu F � 0 LL d z �- o Ix O CL a ♦ of � 1 AGENCY NO. SHEET: 20 OF 36 H-OGNUi-004123-00MCD INDEX: 21-006 wtr. dwg of JOB: 21-006 or n TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. 365 360 355 350 — 345 340 — 335 - - - --- - 330 — 325 320 9+75 10+00 F t BLDG •A' IFI I I jjmqw s� - 1,+0() GRADE BREAK I '-1&19.38 AL J48.77 �GRADE BREAK 70+27.83 EL. 348.65 SCALE: 1'1: r = "1 1 V: 1"=5' 1 --�� II 25 LF 4" D.I. B . FIRE LINE _ O cp 1 _ -U I L_ — — A�_ uu CIL INT ---- 11 +90- 58 NT 11+90-58 (A) _ 16+28.48 (H) E 11+96.08,7.14'1_ T (A)= - �`5'y�� 133 LF 8" PVC = 16+35.93, 5.00' RT (Hj �2 WATER / 13+28.96, 5.00' LT (Aj 90 LF 8" PVC INSTALL 13+289fiINSTALL . 13+53 25, 4.08• LT (A) WATER 1 - 8" TEE (FL) ., 17.3 1 - 8"x6" TEE (FLxMJ) INSTALL INSTALL 1 - 8" ADAPTER [FLxMJ] 1 - 6" GV (FLxMJ) 14+43.64,5.00'!_T(A) 1 - 6" ADAPTER (FLxMJ) BLOCKING 2 - 8" GV (FLXMJj 1 - 6"x6" TEE (FL) 12 LF 6" PVC 1 - 8" 11-114 BEND [MJ)INSTALL BLOCKING BLOCKING 1 - 8" 22-1120 BEND (MJ) 1 - 6 GV (FLxMJ)(STD DWG 4-11) 13+3fi_fi4, 3$_33' LT [A) (STD DWG 4-13) BLOCKING 1 -HYDT ASSEMBLY (STD DWG 4-7) INSTALL (STD DWG 4-13) (13+21.55,17.32 LT) 24 LF 8" PVC 1 - 4"x6" REDUCER (FLxMJ) 'I - 2" WATER METER WATER 53 LF 8" PVC - BLOCKING (BLDG #B) (STD DWG 4-3) WATER 1 - 2" RPBA (STD DWG 4-17) MAINTAIN 42" MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE CIL Illy 11+90-58 (A, 76+28.48 (i EL. 346.: uoe jm r f 1+48.83 EL. 345.48 6"I SAND CUSHION REQ'D I 11+96.08, 7.14' LT (Aj= -' 16+35.93, 5.00' RT (H) INSTALL 1 - 8" TEE (FL) 1 - r ADAPTER (FLxMJ) 2 - 8" GV (FLXMJ) BLOCKING 133 LF 8" PVC WATER PROPO FINISH 0 PRDE EXI 1 @p 6" SAND CUSHION REQ'D FIRE SPRINKLER LINE DCDA INSIDE BUILDING I (SEE MECHANICAL PLANS, TYP) 'i - 15+04.00, 27.00' LT (A) - INSTALL -'------ 1 -FDC 1 C (CONTRACTOR TO fir.•: CLEARLY LABEL "BLDG D") HAl ii]N cQnnr - 15+05.00, 25.88' LT (A) PAN]]1R INSTALL i23 1 - 2" WATER METER C (BLDG D) see S� Ian 1 - 2" RPBA �$ CITY OF YELM i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.30047995952. 30 15 0 30 60 SCALE: 1" = 30' �FUE 10 TS �,pb sem' DIV 7&B 8 15+33.39, 5.00' LT (A) 17+01.39, 5.00' RT (J) y .1 C/L INT INSTALL 16+28-33 (A) = 1 - 8" TEE (FL) 16+96.77 (J) 2 - 8" GV (FLxMJ) '1 X _ t 1 1 - 8" ADAPTER (FLxMJ) ' BLOCKING f � � A _ r 3 f T2 S ee �m 125 LF 8" PVC -A WATER 15+08.39, 5.00' LT (A) INSTALL 1 - 8" 22-1120 BEND (MJ) BLOCKING 10 LF 8" PVC WATER 14+99.96, 3.16' LT (A) INSTALL 1 - 8"x6" TEE (FLxMJ) 1 - 6" GV (FLxMJ) 19 LIF 6"PVC BLOCKING - 14+99.12, 22.42' LT (A) INSTALL 1 - 6"x6" TEE (FL) 1 - 6" ADAPTER (FLxMJ) 1 - 6" GV (FLxMJj (STD DWG 4-11) 1 - HYDT ASSEMBLY (STD DWG 4-7) (15+03.61, 23.21' LT) 1 - 4"x6" REDUCER (FLxMJ) BLOCKING CUSHION +I REQ'D \1 fi STAl 13+28.96, 5.00' LT (A) 13+53.25,4.08- LT (A) INSTALL I STALL 94 LF 8" PVC 1 - 8"x6" TEE (FLxMJ) 1 - 8" 11-114° BEND (MJ) WATER 53 LF 8" PVC 1 - 6" GV (FLxMJ) BLOCKING WATER 1. 365 —360 —355 —350 z m FIRE SPRINKLER LINE DCDA INSIDE BUILDING - -- CIL lArr o n = J (SEE MECHANICAL PLANS, TYP) 76+28.33 (A)= — 345 13+30.96, 39.50' LT (A) 76+96.77 (J) ❑ INSTALL } cc om Lu z W EL. 337.57 o U r 1 - FDC T_> Q U GRADE (CONTRACTOR TO D BREAK CLEARLY LABEL "BLDG C") D 76+44:34 13+28.92, 42.35' LT (A) -, C w 0 EL. 337.25 i INSTALL 14+99.35, 28.00' LT (A) - .00% 200o _ N � 1 - 4" GV INSTALL 18" Nil -- wl POST INDICATOR 1 - 4" GV WPI. RATION B LOCKING wl POST INDICATOR REC) .�7TM 13+26.85, 39.50' LT (A) BLOCKING L0z�7 r z W INSTALL � Q 1 - FDC r 4 (CONTRACTOR TO i CLEARLY LABEL "BLDG B") SEE SHEET 22l I ` I � 13+40.05, 38.33' LT (A) r` INSTALL m 1 - 2" WATER METER [� 0 0 N •n (BLDG C) w 1 - 2" RPBA I D Lon, 00? L�. BLDG 'B' t 8 LF 4" D_I. w FIRE LINE �pG C ,� --�� II 25 LF 4" D.I. B . FIRE LINE _ O cp 1 _ -U I L_ — — A�_ uu CIL INT ---- 11 +90- 58 NT 11+90-58 (A) _ 16+28.48 (H) E 11+96.08,7.14'1_ T (A)= - �`5'y�� 133 LF 8" PVC = 16+35.93, 5.00' RT (Hj �2 WATER / 13+28.96, 5.00' LT (Aj 90 LF 8" PVC INSTALL 13+289fiINSTALL . 13+53 25, 4.08• LT (A) WATER 1 - 8" TEE (FL) ., 17.3 1 - 8"x6" TEE (FLxMJ) INSTALL INSTALL 1 - 8" ADAPTER [FLxMJ] 1 - 6" GV (FLxMJ) 14+43.64,5.00'!_T(A) 1 - 6" ADAPTER (FLxMJ) BLOCKING 2 - 8" GV (FLXMJj 1 - 6"x6" TEE (FL) 12 LF 6" PVC 1 - 8" 11-114 BEND [MJ)INSTALL BLOCKING BLOCKING 1 - 8" 22-1120 BEND (MJ) 1 - 6 GV (FLxMJ)(STD DWG 4-11) 13+3fi_fi4, 3$_33' LT [A) (STD DWG 4-13) BLOCKING 1 -HYDT ASSEMBLY (STD DWG 4-7) INSTALL (STD DWG 4-13) (13+21.55,17.32 LT) 24 LF 8" PVC 1 - 4"x6" REDUCER (FLxMJ) 'I - 2" WATER METER WATER 53 LF 8" PVC - BLOCKING (BLDG #B) (STD DWG 4-3) WATER 1 - 2" RPBA (STD DWG 4-17) MAINTAIN 42" MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE CIL Illy 11+90-58 (A, 76+28.48 (i EL. 346.: uoe jm r f 1+48.83 EL. 345.48 6"I SAND CUSHION REQ'D I 11+96.08, 7.14' LT (Aj= -' 16+35.93, 5.00' RT (H) INSTALL 1 - 8" TEE (FL) 1 - r ADAPTER (FLxMJ) 2 - 8" GV (FLXMJ) BLOCKING 133 LF 8" PVC WATER PROPO FINISH 0 PRDE EXI 1 @p 6" SAND CUSHION REQ'D FIRE SPRINKLER LINE DCDA INSIDE BUILDING I (SEE MECHANICAL PLANS, TYP) 'i - 15+04.00, 27.00' LT (A) - INSTALL -'------ 1 -FDC 1 C (CONTRACTOR TO fir.•: CLEARLY LABEL "BLDG D") HAl ii]N cQnnr - 15+05.00, 25.88' LT (A) PAN]]1R INSTALL i23 1 - 2" WATER METER C (BLDG D) see S� Ian 1 - 2" RPBA �$ CITY OF YELM i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.30047995952. 30 15 0 30 60 SCALE: 1" = 30' �FUE 10 TS �,pb sem' DIV 7&B 8 15+33.39, 5.00' LT (A) 17+01.39, 5.00' RT (J) y .1 C/L INT INSTALL 16+28-33 (A) = 1 - 8" TEE (FL) 16+96.77 (J) 2 - 8" GV (FLxMJ) '1 X _ t 1 1 - 8" ADAPTER (FLxMJ) ' BLOCKING f � � A _ r 3 f T2 S ee �m 125 LF 8" PVC -A WATER 15+08.39, 5.00' LT (A) INSTALL 1 - 8" 22-1120 BEND (MJ) BLOCKING 10 LF 8" PVC WATER 14+99.96, 3.16' LT (A) INSTALL 1 - 8"x6" TEE (FLxMJ) 1 - 6" GV (FLxMJ) 19 LIF 6"PVC BLOCKING - 14+99.12, 22.42' LT (A) INSTALL 1 - 6"x6" TEE (FL) 1 - 6" ADAPTER (FLxMJ) 1 - 6" GV (FLxMJj (STD DWG 4-11) 1 - HYDT ASSEMBLY (STD DWG 4-7) (15+03.61, 23.21' LT) 1 - 4"x6" REDUCER (FLxMJ) BLOCKING CUSHION +I REQ'D \1 fi STAl 13+28.96, 5.00' LT (A) 13+53.25,4.08- LT (A) INSTALL I STALL 94 LF 8" PVC 1 - 8"x6" TEE (FLxMJ) 1 - 8" 11-114° BEND (MJ) WATER 53 LF 8" PVC 1 - 6" GV (FLxMJ) BLOCKING WATER 1. 365 —360 —355 —350 12 LF 6 PVC (TD DWG 4131 - 123 LF S" PVC (BLOCKING 24 - -- 114+43.64, 5.00' LT (A) - -- - 24 L8 PVC 14+99.98, 3.16' LT [Aj - WATER WAl�ER INSTALL INSTALL 15+08.39, 5.00' LT (A) 1 - 8" 22-1120 BEND (MJ) 1 - 8"x6" TEE (FLxMJ) INSTALL BLOCKING 1 - 6" GV (FLxMJ) 1 - 8" 22-1120 BEND (MJ) (STD DWG 4-13) 119 LF 6" PVC BLOCKING - -- - f BLOCKING id LF 8" PVC- (` WATER 4" FMi 16+33.39, 5.00' LT [A) 17+01.39, 5.00' RT (J) INSTALL 1 - 8" TEE (FL) 2 - 8" GV (FLxMJ) 1 - 8" ADAPTER (FLxMJ) BLOCKING 1'1+00 12+00 13+00 14+00 15+00 16+00 DRIVE 'AI PROFILE THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. —330 325 320 16+75 1,o It t 2 U z m 2 U -- CIL lArr o n = J 76+28.33 (A)= — 345 rn rn 76+96.77 (J) ❑ ti W } cc om Lu z W EL. 337.57 o U r a Q � Q T_> Q U GRADE GRADE BREAK D BREAK 15+86.44 D 76+44:34 -- EL 336.74 C w 0 EL. 337.25 i 340 C .00% 200o _ N � 6" SAND +r 18" Nil -- QJ� �4rn CUSHION _ WPI. RATION ` , - — 335 REC) .�7TM v L0z�7 r 12 LF 6 PVC (TD DWG 4131 - 123 LF S" PVC (BLOCKING 24 - -- 114+43.64, 5.00' LT (A) - -- - 24 L8 PVC 14+99.98, 3.16' LT [Aj - WATER WAl�ER INSTALL INSTALL 15+08.39, 5.00' LT (A) 1 - 8" 22-1120 BEND (MJ) 1 - 8"x6" TEE (FLxMJ) INSTALL BLOCKING 1 - 6" GV (FLxMJ) 1 - 8" 22-1120 BEND (MJ) (STD DWG 4-13) 119 LF 6" PVC BLOCKING - -- - f BLOCKING id LF 8" PVC- (` WATER 4" FMi 16+33.39, 5.00' LT [A) 17+01.39, 5.00' RT (J) INSTALL 1 - 8" TEE (FL) 2 - 8" GV (FLxMJ) 1 - 8" ADAPTER (FLxMJ) BLOCKING 1'1+00 12+00 13+00 14+00 15+00 16+00 DRIVE 'AI PROFILE THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. —330 325 320 16+75 1,o It t 2 U z m 2 U r N o n = J U) r r rn rn Z ❑ ti W } cc om Lu z W z o U r a Q � Q T_> Q U 20100247 �FGIST���°' CONAL Eno V, L61,o Of � W J � rn rn Z >- ti W N J v C 0 D L f WCC 0)x D Z Qa< �� C w 0 Q z(LC) C 0 o +r QJ� �4rn c z w ° a w� � v L0z�7 r z W W � Q r 4 � J iu _¢ In 0 U) z U) w 0 0 o w w� � v � r 4 i m 0 N •n w A Lon, 00? w g w z WL low OEM P_T a o U) oW � � 0~ ❑ d o 0 t J z z a. � m W 0 Q > wo U w n cLL a O 0 Lu F,I Lu m D w F 0 V LL O Z F 0 IL a � J A 1 AGENCY NO. SHEET: _ 21 OF 36 H.VGN121-000121-0WCD INDEX -21-006 wtr p&p.dwg JOB: 21-055 r1% OF TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. C FIRE SPRINKLER LINE DCDA INSIDE BUILDING (SEE MECHANICAL PLANS, TYP) - 17+13.24, 31.82' LT j H) INSTALL 1 - 4" GV w! POST INDICATOR BLOCKING (CONTRACTOR TO CLEARLY LABEL "BLDG A") 17+11.23, 30.13' LT (H) 17+16.92, 28.35' LT (H) INSTALL INSTALL 1 -FDC 1 - 2" WATER METER (BLDG A) (CONTRACTOR TO 1 - 2" RPSA CLEARLY LABEL "BLDG A") 17+19.92, 28.35' LT (H) 62 LF 8" PVC INSTALL WATER 1 - 1" WATER IRRIGATION METER SFE SHEET 21 wl DCVAIBACKFLOW PREVENTER BLDG -A- (DCVAIBACKFLOW PREVENTER TO BE FUTURE TURA __ �� +� - f INSTALLED BY LANDSCAPE CONTRACTOR. SEE DEVEL OPMEN T �; LANDSCAPE PLAN FOR IRRIGATION SYSTEM) TRACT 12 - - T A HOMA TER RA`S ? - �y EXISTING 10" WATER REUSE HOLDINGSLt C _ o�� - I n n 0 I EXISTING 10" WATERMAIN - h 4Q - �� EXISTING FIRE HYDRANT Ln J� I /I -j 1177 p, • V _ --j k 15+64.$7 5AH ( ) 0' RT C!L INT * ROAD • a P ^ �1 D 90.58 {A) _ INSTALL 11+90-58(A)= � 1 - $" CAR (MJ) j 16+28.48 (H) � _- BLOCKING BLDG'W SI) _ SEE SHEET 21i` 10 LF8"PVC - 78 LF$"PVC F. -1 Ih � WATER WATER 11+98,08, 7.14' LT (A)= - 18 LF 8" PVC EXISTING 8" WATER STUB 15+74.84,5.00' RT (H) 16+35.93, 5.00' RT (H) WATER 17+31.06, 5.00' RT (H) INSTALL INSTALL CONNECT TO EXISTING 1 - 8"x6" TEE (MJxFL) 1 - 8" TEE (FL) 8" WATERMAIN STUB 1 - 6" GV (FLxMJ) (STD DWG 4-11) 1 - 8" ADAPTER (FLxMJ) INSTALL 1 - HYDT ASSEMBLY (STD DWG 4-7) 2 - 8" GV (FLXMJ) 17+13.12, 5.00' RT (H) 1 - 8"x6" TEE (MJxFL) (15+74.85, 20.00' RT) BLOCKING 1 - 6" GV (FLxMJ) (STD DWG 4-11) BLOCKING INSTALL 1 - 8"x4" TEE (1114.10L)1 - HYDT ASSEMBLY (STD DWG 4-7) 1 - 4" GV (FLxMJ) (17+31.15, 20.00- LT) 37 LF 4" D.I. BLOCKING BLOCKING CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH, SIZE & FITTINGS REQUIRED PRIOR TO CONSTRUCTION. NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. MAINTAIN 42" MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE 365 360 -- GRADE HREAJC - 75+52.53 EL. 356 77 355 --- CIL INT \ 76+28.48(H)= � 77+9D 58 ry GRADE @R (AJ EL. 346- 37 75+69.78 350— _.. EL. -347.49-- 345- 177 340 L347.49--345------ 340 15+64.87, 5.00' RT (H) - INSTALL 1 - 8" CAP (MJ) BLOCKING 335— 10 LF 8" PVC 35-- 10LF8"PVC WATER 15+74.84, 5.00' RT (H) -' 330 INSTALL _ 1 - 8"x6" TEE (MJxFL) 1 - 6" GV (FLxMJ) (STD DWG 4-11) 1 - HYDT ASSEMBLY (STD DWG 4-7) (15+74.85, 20.00' RT) BLOCKING 6" SAND 42" MIN. CUSHION COVER 6" SANE REQ'D 'x,08" STM CUSHION t REVC 62 LF 8" PVC - WATER 325H: I— = 30. I SCALE: V: 1'=5' 15+00 16+00 78 LF 8" PVC WATER 17+13.12, 5.00' RT (H) -+ INSTALL 1 - 8"x4" TEE (MJxFL) 1 - 4" GV (FLxMJ) 37 LF 4" D.I. BLOCKING 11+96.08, 7.14' LT (A)= 16+35.93, 5.00'.RT-�._ . INSTALL 18' LF 8" F 1 - 8" TEE (FL) WATER 1 - 6" ADAPTER (FLxMJ) 2 - 8" GV (FLXMJ) BLOCKING 365 -- —360 17+00 "W ROAD PROFILE BLOCKING CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH, SIZE & FITTINGS REQUIRED PRIOR TO CONSTRUCTION. 18+00 355 345 044 330 325 18+25 20100247 IST S° 4' SSS ICNAL ��' � 1 1♦ W 1 CITY OF YELM 4] z 2o N X�_ N a U U) m a- U N M ii E VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WAX 0 < r Q E 0 z NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE �aL0 0 JL ZWr- SYSTEM NAD 83191, SOUTH ZONE 4502, PER m m < ¢ 0 L0W r TCHPN, SCALED TO GROUND SCALE W m ❑ _ 2 COORDINATES USING A COMBINED SCALE z z Y Ld FACTOR OF 1.04007995952. 0 3: U 30 15 0 30 50 0 p U❑ m SCALE: 1" = 30' ♦ 1 20100247 IST S° 4' SSS ICNAL ��' � 1 w a C%4 t7 Li] C7 U) z w z � o � O U) U 5; >- L 0� U �_ 1 Ao m 1* .con orl) AM z 4 A� W 0 v L 00C ❑ m J z z m a 0 'Q r 0 w w W -J 0 ca 0z w CL or 1 rn a ILI W O z 0 z ti a_ 2 z D r� N z 0 U Lu N LL 0 LLIN ua 2 H LL 0 z 0 H cK 0 a ZA ♦ 1 AGENCY NO - SHEET: _ 22. OF 36 H-lDGN121-MQ l-0061CD INDEX:21-006 wtr p&p.dwg .InB. 21-005 r� W s N 4] Z 5. X�_ N co ]0Q IC} co ((i E F: WAX 0 < < Q !L, Q E 0 z �aL0 0 JL ZWr- 0 zm 0 L0W r z W W 2 w a C%4 t7 Li] C7 U) z w z � o � O U) U 5; >- L 0� U �_ 1 Ao m 1* .con orl) AM z 4 A� W 0 v L 00C ❑ m J z z m a 0 'Q r 0 w w W -J 0 ca 0z w CL or 1 rn a ILI W O z 0 z ti a_ 2 z D r� N z 0 U Lu N LL 0 LLIN ua 2 H LL 0 z 0 H cK 0 a ZA ♦ 1 AGENCY NO - SHEET: _ 22. OF 36 H-lDGN121-MQ l-0061CD INDEX:21-006 wtr p&p.dwg .InB. 21-005 r� r TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. 16+35.22, 5.00' RT (J) - INSTALL 1 - 8"x6" TEE (MJxFL) 1 - 6" GV (FLxMJ) (STD DWG 4-11) 1 - HYDT ASSEMBLY (STD DWG 4-7) (16+35.21, 20.00' RT) BLOCKING CIL In FUTURE 16+28.33 (A) DE VEL DPMEN T ' �' ! ►,1 - 16; 96.0 TRACT 12 TAHQMA TERRA HOLD1NCS LLC- N i r % .f= 16+25.24, 5.00' LT (J) - INSTALL 1 - 8" CAP (MJ) BLOCKING 10 LF8"PVC WATER �ev t ' pyx M EXISTING FIRE HYDRANT S EXISTING 10" WATERMAIN w cp_ EXISTING 10" WATER REUSE OR EXISTING 8" WATER STUB }I l -16+33.39, 5.00' LT (A) �1 V17+01.39,,* 5.00' RT (J) 1 94 LF 8 PVC INSTALL WATER 1 - 8" TEE (FL) 2 - 8" GV (FLxMJ) U TURF LOS 1- 8" ADAPTER (FLxMJ) DI U % & 8 L 15+33.39, 5.00' LT (A) BLOCKING 17+01.39, 5.00' RT (J) INSTALL 1 - 8" TEE (FL) LF 8" PVC 2 - 8" GV (FLxMJ) WATER 1 - 8" ADAPTER (FLxMJ) BLOCKING THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. "J" ROAD PROFILE 17 + CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952- 34 15 0 30 60 ...mm� SCALE: V = 30' 1t MAINTAIN 42" MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE 355 � U z m 355 350 - - N 7 L Q - — m (p W N m03 ❑ 350 o 345- T > -ORAVE - - � - INT -, -PROPOSED w Ne U HV) 345 o � BREAK 76+96.77(J)= FINISH GRADE Q rvn � Z 76+30.23 76+28.33 fA) 0 PROPOSED CIL o t<) ~ - GRADE BREAK EL. 338.90 EL. 337.57 r Z0�° U�o1� W r- \ t, 16+26.90 LU C) M (y) EXISTING GRADE LZ r Z W W EL. 337.24 @ PROPOSED C1L 2 --MATCH EXISTING 340 - � � 78tL13.84 —340 * -2.00% EL. 335.43 -2.00% 42" MIN_ � 335 — COVER _ - Y - -- - - - - - - - -- - .� � -- - - —335 �12" STM 12" STM 1�,,,EX. i 330 330 66 LF 8" PVC - �� 16+25.24,5.00- LT (J) - WATER - 94 LF 8" PVC INSTALL WATER 1 - 8" CAP (MJ) BLOCKING 16+33.39, 5.00' LT (A) 325- - -16+33.39, S.W LT JA) 17+01.39, 5.00' RT (J) — 325 10 LF 8" PVC - 17+01.39, 5.00' RT (J) INSTALL WATER INSTALL 1 - 8" TEE (FL) 1 - 8" TEE {FLj 2 - 8" GV (FLxMJ) 16+35.22, 5.00' RT (J) 2 - 8" GV (FLxMJ) 1 - 8" ADAPTER (FLxMJ) 320 INSTALL _ .1 - 8" ADAPTER LxMJ�___--- _ _ ___-- - BLOCKING —320 1 - 8"x6" TEE (MJxFL) BLOCKING 1 - 6" GV (FLxMJ) (STD DWG 4-11) 1 - HYDT ASSEMBLY (STD DWG 4-7) (16+35.21, 20.00' RT) BLOCKING 315 j SCALE �' �� 315 15+00 16+0Q 17+00 18+00 19+00 THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. "J" ROAD PROFILE 17 + CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952- 34 15 0 30 60 ...mm� SCALE: V = 30' 1t � U z m o in N 7 L Q W > m (p W N m03 ❑ o D ¢ T > LLJ z w Ne U HV) 6i o � LLJ v o Q rvn `Jz(�0y Z C o t<) p ,q Q 2fl1002A7 �e T5E1SG SS/OVAL ♦ o� I0 Of � 1 r N !JJ o H N a � Q f - z u Z 0 0 U � U U) ■ 0 Lu u] LLI Q 00z F w a: Wg w 0 NEW r - W j"' IL a 0 C3 w z (L ❑ (- C*) � �� z °0o Q W N LL. 0 �4 0. iu U) iu v 1LL0 z z 0r 0 F - Ix 0 a a t S AGENCY NO. SHEET: 23 OF 36 H \DGN\21-000121-006XCD INDEX:21-906 wtr p&p-dwg JOB: 21-006 of W o N 7 L Q W > m (p W N cn foo � U) .c m 0 Wm U. ❑ `Jz(�0y Z C o t<) p d� r Z0�° U�o1� W r- 0W0 LU C) M (y) LZ r Z W W 2 � 1 r N !JJ o H N a � Q f - z u Z 0 0 U � U U) ■ 0 Lu u] LLI Q 00z F w a: Wg w 0 NEW r - W j"' IL a 0 C3 w z (L ❑ (- C*) � �� z °0o Q W N LL. 0 �4 0. iu U) iu v 1LL0 z z 0r 0 F - Ix 0 a a t S AGENCY NO. SHEET: 23 OF 36 H \DGN\21-000121-006XCD INDEX:21-906 wtr p&p-dwg JOB: 21-006 of THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATFON GODAT PANTIER. N YELM GENERAL NOTES (WATER MAIN INSTALLATION) A. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. B- ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF YELM- PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT (350) 458-8410 TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE MEETING - C. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS. 1. POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30-1(5)B. 2- POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES): SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1(5)A- 3. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES): SHALL MEET THE REQUIREMENTS OF AVWVA 0905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18. 4 -DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA 0151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSIIAWWA C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30-2-(1)- SIX-INCH FIRE HYDRANT SPOOLS SHALL BE CLASS 52. D- GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING STEM) WITH O RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT OR ANSI FLANGES- VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW RNV OR WATEROUS SERIES 500- EXISTING VALVES TO BE OPERATED BY CITY EMPLOYEES ONLY. E. HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW MEDALLION OR AVT{- HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. F- ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE 1)- G. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND SURFACE. THE MARKER SHALL BE PLASTIC NON_ BIODEGRADABLE, METAL CORE OR BACKING MARKED WATER 2 -INCH -WIDE MINIMUM, WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR- TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE "UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFACTURED BY 3-M OR APPROVED EQUAL. ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WIRE ON THE WATER MAIN - H PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD- I. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK - J. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN EMBOSSED "W' 114 INCH INTO CONCRETE - K. CALL UNDERGROUND LOCATE AT 1_800_424_5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS- L- THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTING SHUTDOWN NOTICES. M. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR INSTALL A NEW VALVE. N- AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST" PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS SHALT- BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF WATER SERVICE - O. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION.. P. ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE PLANS NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SIZE A B 11/2" 13 1/4" 15" 2" 17 1/4' 15" z1 Q METER BOX -� 1 1/2"-2" POLYETHYLENE LINE 1 1/2--2" MALE ADAPTER 2" RESILIENT BALL VALVE WEDGE GATE (CURB STOP) VALVE SERVICE SADDLE ROMAC 202S Cl r 2% SLOPE TO BOX 48" TO CENTER OF BOX APPRO METEBOX LID - 730 01 READER LID BOX - *BCF 1730 X 12 BASE *OR APPROVED EQUAL CHECK VALVE-] 30" 910 GATE VALVE HOUSING AND LID ¢: CURB CHECK VALVE r • ? BALL VALVE 14 GAUGE �. ': :' =. INSULATED , '�_.:'-: a .:.p' 1 A COPPER TONING WIRE WRAPPED 1 1/2" - 811-666 - - AROUND THE 2" - Bll-77 PIPE (SEE 1 1/2- - C86 - 66 B GENERAL NOTES 2 - C86 - 77 12" NO 7) -FORD PACK JOINT CORPORATION STOP TYPE FB 101 PLASTIC LINE (USE 200 PSI BY-PASS VALVE I PHILLIPS DRISCO PIPE 5100 W/LOCKABLE CAP POLYETHYLENE PIPE) FORD BALL VALVE WITH - SERVICE SADDLE PACK JOINT & FEMALE I.P. 1 1/2"-2" MALE THREADS NIPPLE NOTES: I. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 2. CASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VBH 76-151313 OR EQUAL 2" - FORD VBH 77-15817 OR EQUAL 4, ALL 1 1/2" AND 2" SADDLES WILL BE 2" TAPS WITH BRASS 2" NIPPLE AND 2" RESILENT WEDGE GATE VALVE AND 910 HOUSING AND SDR -21 PVC PIPE HOUSING CITY OF YELM APPROVED BY I DWG, NO. 1 1/2" TO 2" METER SERVICE PUBLIC WORKS DIRECTOR DATE DATE 4-3 40 . MKD IDWN MKD KD JEG 1 12/2016 SERVICE LINE FROM WATER MAIN TO BUILDING METER SHOULD BE 2.5" DIAMETER PER SIZING CALCULATIONS. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE SAID AGENCY- THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET EXCAVATION. MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH. SEAL WITH MASTIC -- MEGA MEGA AND MORTAR LUG RING LUG RING SEAL WITH MASTIC AND MORTAR kMIN, G FLANGE COUPUNG PT 12" +MIN. ADAPTOR FLOW FROM MAIN- �} I xx..I _I T0� L` CHM M BLDG MIN. 3 5/8" WATER /4 ( A) rt T2" METER, SEE �SUMP, SEE NOTE 2" MIN. - 12" MIN. -- PRECAST CONCRETE 12' VAULT SEE DETAIL # 1 R/W LINE } 4-4.2 FOR PLAN VIEW L��SEAL WITH DOUBLE MASTIC BUILDING FLOW FROM FIRE DEPARTMENT CONNECTION AND MORTER SERVICE FOR DUAL SERVICE PRECAST CONCRETE VAULT & LID SEE DETAIL # 4-4.2 REMOVEABLE DOORS, SEE DETAIL # 4-4.2 FINISHED R/W LINE 12 _ GRADE =1 I I I Tr rl - _TTI -1 I r BILCO LADDER UPI I II 3" MIN - SAF TY P05T t MO EL N0. 2 ADDER 5E u CITY S NO- 303, FLG. COUPLING----LEGA LUG ADAPTOR, TYP. FLANGE RING D.I.P.COUPLING SEAL WITH MASTIC ADAPTER AND MORTAR CgFL aW- MEGA----` - ---2" LV. ADJUSTABLE STEE 12 MIN. � LUGRING PIPE115UPPQR , SEE NOTF 30" MAX.il SEAL MASTIC AN^ , • = r s' ... , 12" MIN. 1 MORTAR _ - r ._...._. 'b:- a_ :_.. - r�1/2" -GATE VALVE FLOOR TO WASHED AT MAIN SLOPE TO SUMP SEE NOTE- ROCK DRAIN 1 CITY STD. #303.2 SECTION CITY OF YELM two VALVE DETECTOR CHECK VALVE 2-1/2" FIRE DEPARTMENT INLET CONNECTION 24" - 60" , APPROVES] BY DWG, NO, PUBLIC WORKS DIRECTOR DATE 4"4 DATE DES. MKO ID �KD rKOJEG 12/2016 RAISED LETTERS 'AUTO SPRINKLER" SCHEDULE 40 GALVANIZED STEEL 18" X 18" X 8" CONC. BLOCK SCHEDULE 40 GALVANIZED STEEL WRAPPED WITH 6 MIL PLASTIC f CITY OF YELM APPROVED BY DWG. NO. itiFIRE DEPARTMENT CONNECTION PUBLIC WORKS DIRECTOR DATE DATE 4-4.4 DE&MKD IDWNMKD rKDJEG 12/2016 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE NTH THE 'BACKFLOW PREVENTION AND CROSS -CONNECTION CONTROL: RECOMMENDED PRACTICES" MANUAL, OF THE CROSS -CONNECTION CONTROL COMMITTEE, PACIFIC N.W. SECTION OF THE A.W.W.A., FEBRUARY 2015 OR CURRENT ADDITION. 2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH UST OF BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE, LATEST EDITION. 3, UPON INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY, (AND YEARLY THEREAFTER), THE ASSEMBLY SHALL BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, WHO SHALL PROMPTLY FORWARD THE TEST RESULTS TO:THE CITY OF YELM, WATER DEPARTMENT, PRIOR T4 OCCUPANCY. 4, DOUBLE DETECTOR CHECK VALVE ASSEMBLY OS & Y GATE VALVES SHALL HAVE SUPERVISED TAMPER SWITCHES. 5. ALL ELECTRICAL SHALL BE INSPECTED BY BY A WASHINGTON STATE" ELECTRICAL INSPECTOR. 6. DDCVA MUST BE PURCHASED AS A UNIT. NO MODIFICATIONS TO ASSEMBLY ARE ALLOWED, 7, WATER METER SHALL BE CITY OF YELM APPROVED, READING IN CUBIC FEET. 8- PIPE SUPPORTS SHALL BE RUST -PROTECTED WITH ALUMINUM PAINT. 9. THE FIRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 15 FEET OF A FIRE HYDRANT BUT NOT LESS THAN 10 FEET. 10. WHEN DDCVA IS LOCATED WITHIN A BUILDING, THE BALL DRIP SHALL DRAIN TO THE NEAREST APPROVED CATCH BASIN. CITY OF YELM APPROVED BY DWG, NO, DOUBLE DETECTOR CHECK PUBLIC WORKS DIRECTOR DATE 4-4.3 VALVE NOTES DES. MKD DWNMKD�KDJEG IDA 12/2016 TOP VIEW HYDRANT LOCK LIMITS OF PAYMENT P� WEATHER SHIELD AND AINT HYDRANT SUN YELLOW HIGH GRADE HYDRANT LOCK BONNET ENAMEL 113312 �4" TO SUIT TRENCH DEPTH T 8" 2 1/2" HOSE CONNECTION WITH THREADS J _ 4 1/2" STEAMER CONNECTION 2 WITH NST THREADS & 5" STORZ ADAPTER STYLE S-37 W/SC CAP 18"-24" STANDPIPE 3' MINIMUM EACH PIPE JOINT 6" #1106 EBAA IRON, INC. I- ME AI UG m 2.5 �� 'MIN. o HYDRANT OFFSET SEE VALVE BOX AND VALVE STEM DETAIL - 4 -11 r GROUND 6a FLANGED FIRE HYDRANT TEE �6' CLASS 52 DUCTILE IRON PIPE CUT TO LENGTH r 6" GATE VALVE, FL X MJ SEE NOTE BELOW - = VARIES - 4"X8"1516'° CONCRETE BLOCK HYDRANT SHOE BACKFILL TO TOP OF DRAIN RING HOUSING BOLTS WITH 2' WASHED ROCK AS SHOWN PLASTIC BARRIER BETWEEN 6' X 6' SHEET OF 11 MIL PLASTIC OR CON- STRUCTION THRUST BLOCK AND TEE FABRIC, COVERING 2" WASHED ROCK CONCRETE THRUST BLOCK NOTES CAST -IN-PLACE AGAINST FITTING ONLY 1, HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH SECTION 6.060- IN ADDITION, A MINIMUM THREE FOOT RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND ALL HYDRANTS - 2. HYDRANTS SHAD_ BE DRESSER M & H RELIANT STYLE 129, CLOW MEDALLION OR AMERICAN AVK SERIES 2780 OR MUELLER CENTURION 3. GATE VALVES SHALL BE RESILIENT WEDGE NRS WITH O-RING SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT BY ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER M&H, KENNEDY, CLOW R/W OR WATEROUS SERIES 500- 4, FIRE HYDRANT LOCK PAYMENT IS REQUIRED CITY WILL ORDER AND INSTALL. CITY OF YELM APPROVED BY DWG. NO. ' PUBLIC WORKS DIRECTOR DATE 4-7 FIRE HYDRANT DES iD+r� KD. DATE MKD l IMKD JEC 12/2016 1t � Um W U civ ¢ ¢ U) 5� m ` >- m ❑ w m Q ]�D _ > z z Q Jti U)0{p OD Q U] W fl W U Imo-- O CUT] 2010024710 ION& � lo �20 Of � J f � AGENCY NO, SHEET: 24 OF 36 H 0G NQ 1-000121-00(51CD INDEX: 21-006 det-dwg Of * JOB: 21-006 J • 1~ lLLI W U) 5� ` >- m IL U) ]�D a Jti U)0{p OD 0 �. Lu m x u U) Q O Go A N 0. m d ZQ4] 0. dLLI F ��N r LL Q J oar L LL 0 4 � Wr W M M Lu 4 z (f) Z W W �• 0 LU _ 0 LL O 2 r J t i al N O N Q o � z Lw c Z OO g U) 5 w U W • _ U J ♦ i � J f � AGENCY NO, SHEET: 24 OF 36 H 0G NQ 1-000121-00(51CD INDEX: 21-006 det-dwg Of * JOB: 21-006 J • 1~ lLLI Lu 0 a Jti o a W U) O Go A N 0. m W O dLLI F LL LL 0 _ Lu 4 Lu �• 0 LU _ 0 LL O � J f � AGENCY NO, SHEET: 24 OF 36 H 0G NQ 1-000121-00(51CD INDEX: 21-006 det-dwg Of * JOB: 21-006 J 12° `i 4 RECESSED HANDLE TYPE COVER } ' INLAND FOUNDRY #248 VALVE 3' x 3' x 4" CLASS4 6.3/4„_ BOX WITH "WATER' CAST IN 3000 CONCRETE 1O" 8 3/4" - - LID OR OFCO 910 PAD OUTSIDE PAVED AREA SEAL WITH AR400OW //V//////�.ti f SECTION 1--r FINISHED GRADE 6•- TRACER WIRE x x--10' OR 18' N 0 6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO ACP BE PLUMB AND CENTERED OVER VALVE STEM. CSTC d _ un BALLAST W 0.5 CONCRETE CL 3000 I INSIDE PAVED ROADWAY NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND D VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER -VALVE STEL RISER REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) TRENCH BOTTOM GATE VALVE SHOWN -SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. SHAFT. NOTE: 3/16" This X 5 1/5* DIA STEEL GUIDE ALL WELDS TO SHAFT SHALL BE 1/4" FILLET PLATE WELDED TO RISER SHAFT. WELD ALL AROUND. 2'X2'X 3/16' SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. *� CITY OF YELM STANDARD VALVE BOX APPROVED BYI DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-11 DATE DE5.MKD l'W MKD rKDJEG 12/2016 r a. s � e:• b. . I TOP VIEW TOP VIEW L ' w ..Y SIDE VIEW SIDE NEW W.(4:w TEE CROSS TEE WITH CROSS WITH PLUG PLUG A\ 45' - 90' VERTICAL 6END � w s �`tJ TOP NEW SIDE VIEW GATE VALVE '4 . CROSS WITH PLUGS wmeIeLte0 NOTES. 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.. 2. PLASTIC BARRIER SHALT. BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM DIAMETER. CITY OF YELM APPROVED BY DWG, NO. STANDARD BLOCKING DETAIL PUBLIC WORKS DIRECTOR DATE 4-13 DES. MKD IOWN 'MKD l' KDJEG DATE12/2016 THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE SAID AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET EXCAVATION. MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH. ♦ NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.). EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS 3000 LB/S.F. _ 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4, BLOCKING SHALL BE ADEQUATE T4 WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH THRUST LOADS EXCEEDS 2 FEET W POUNDS PER THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE MUCK, PEAT PIPE 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND DEAD END DIAMETER SAND & GRAVEL 4,000 CEMENTED WITH OR TEE 4" 3,600 2,000 1,000 500 2,600 6' 8,000 4,400 2,300 1,200 5,700 8" 14,300 7,700 4,000 2,000 10,100 10" 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,400 8,900 4,500 22,704 14" 43,600 23,600 12,100 6,100 30,800 16' 57,000 30,800 15,700 7,9DO 40,360 NOTES: 1. BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. 2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE FEET (S.F.). EXAMPLE : 12" - 90' BEND IN SAND AND GRAVEL 32,000 LBS 3000 LB/S.F. _ 10.7 S.F. OF AREA 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND SOIL CONDITIONS. 4, BLOCKING SHALL BE ADEQUATE T4 WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. SAFE SOIL BEARING LOADS FOR HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET W POUNDS PER SOIL SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH CLAY ❑ HARD SHALE 10,400 RESTORATION DEPTH TRACE TAPE 12" TO 18' UNDER THE VARIES. FINAL GRADE. TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MATERIAL SEE NOTE 4 TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) SAND, 6" SURROUNDING PIPE UNDISTURBED SOIL NOTES: 1- A MINIMUM COVER OF 3-5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2. NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT HILL COMPACTREADILY COMPACT. 3• NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 4 -INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM APPROVED BY DWG. NO. , CITY OF YELM APPROVED BY DWG. NO. 4=w` - --- - - - - 4-14 TYPICAL WATER MAIN TRENCH & PUBLIC WORKS DIRECTOR DATE 4-15 THRUST LOADS PUBLIC WORKS DIRECTOR DATE DATE DATE DES.MKID I° 'MKD �KID. 12/2016 BEDDING IDES MKID 1D KD MKD �JEG I 12/2016 • 3' 4 d 0 4d. • ` e s � ' 6n TOP VIEW f I- • j 4 ` EXISTING 1 RESILIENT SEATED GROUND TEST COCKS 6" MIN, SHUTOFF VALVES •. �3"�f (4 REQ'D.) 8" MAX. (2 REQ'D.) 3 UNIONS (2 REQ'D.) C, GALVANIZED PIPE 6" MIN. ON INLET SIDE OF PLASTIC OR CEMENT 4 ASSEMBLY. SIDE VIEW METER BOX cf V (BELOW GROUND INSTALLATION) GRAVEL 12" MIN. NOTE: ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL WITH GROUND. - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THORCHJGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES ARE MET. - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. - VALVE SHALL BE PROTECTED FROM FREEZING CONDITIONS. - THE BACK FLOW ASSEMBLY SHALL BE A CURRENT WASHINGTON STATE DEPT. HEALTH APPROVED MODEL. - A PLUMBING PERMIT IS REQUIRED. CITY OF YELM APPROVED BY DWG, NO. DOUBLE CHECK VALVE PUBLIC WORKS DIRECTOR DATE 4-16 ASSEMBLY 2" AND SMALLER DES, MKD IOWN 'MKD rK°JEG DATE2/2016 INSULATED / PLASTIC OR� CONCRETE BOX ki 1 FLOW � 2 MATERIAL UST: 1, SERVICE LINE 2, 90' BEND 3, UNION 4. NIPPLE 5, SHUT-OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) 7. RELIEF VALVE 8, TESTS COCKS 9, DRAIN TO DAYLIGHT t O.PLUGS IN TEST COCKS 2" CONCRETE GRAVEL BASE PAU 12" THICK PROFILE '`---3" MIN. on Ill TO BUILDING OR IRRIGATION SYSTEM GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. 8. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. CITY OF YELM APPROVED BY DWG. NO. REDUCED PRESSURE BACKFLOW PUBLIC WORKS DIRECTOR DATE 4-17 ASSEMBLY FOR 2" OR SMALLER IDES'MKD IDWNMKD rK°JEG DA 2/2016 1 *4 N 10 4 8 4 W aU) 2 'c N o 6" MIN. z U � i' m W � rh a- PLAN - (�, foo ❑ U)L0(D ['7 0 } m ZZ ❑ Lu 0 mLU �: � ❑ Y U = U � Q ¢ O _ W u v] � 6" MIN. O Q ZQrn a o 2 � 6 3 2 J.1 L � W o0a) r 0 INSULATED / PLASTIC OR� CONCRETE BOX ki 1 FLOW � 2 MATERIAL UST: 1, SERVICE LINE 2, 90' BEND 3, UNION 4. NIPPLE 5, SHUT-OFF VALVE 6. CHECK VALVE (D.S.H.S. APPROVED) 7. RELIEF VALVE 8, TESTS COCKS 9, DRAIN TO DAYLIGHT t O.PLUGS IN TEST COCKS 2" CONCRETE GRAVEL BASE PAU 12" THICK PROFILE '`---3" MIN. on Ill TO BUILDING OR IRRIGATION SYSTEM GENERAL NOTES: A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. 8. DIAMETER OF PIPE AND FITTINGS = C. REFER TO DEVELOPMENT GUIDELINES SECTION 6.110 FOR FURTHER INFORMATION. D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. CITY OF YELM APPROVED BY DWG. NO. REDUCED PRESSURE BACKFLOW PUBLIC WORKS DIRECTOR DATE 4-17 ASSEMBLY FOR 2" OR SMALLER IDES'MKD IDWNMKD rK°JEG DA 2/2016 1 *4 N 10 or �C�� rAr WA 20100247 �a " RFG,ST?°,'oor 1 6L W aU) 0- m U U N o Z z U � W > m W � rh a- 3 0 - (�, foo ❑ U)L0(D ['7 0 } m ZZ ❑ Lu 0 mLU �: � ❑ Y U = U � Q ¢ O _ W u v] � or �C�� rAr WA 20100247 �a " RFG,ST?°,'oor 1 6L W 0 N Z Q W > m W a- 3 0 - (�, foo U)L0(D ['7 0 W0 >.Q O Q ZQrn a o e- Lo r d 4-1 2 J.1 L � W o0a) r 0 0W zr7 0 z W W 2 ♦ J N O F 04 Q 0 O H Z uj Z LD 0 (n O 7 >- Lu ~ G 00, 1 rn ■ n Lu T11 LIR LLI 00 z 0 cl d N a ti CL w z N 0 ] �] N z J 0 CL m ° FLL d LIJ u.i LL o .N N ILI r = o t� LL ° z 0 Ir 0 CL Q of AGENCY NO. SHEET: 25 OF 3G H:\DGN1214004121-006 C1D INDEX: 21-005 det.dwg i \ JOB- 21-006 TOPOGRAPHIC NOTE: CITY ❑ F Y E L M THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO VERTICAL DATUM MERIDIAN HORIZONTAL DATUM BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR - __ SYSTEM NAD 83/91, SOUTH ZONE 4662, PER ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED TCHPN, SCALED TO GROUND SCALE INTO THESE DRAWINGS AS A RESULT. COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. 30 15 0 - 30 60 �� W '' SCALE: 1" - 30' •l+ ,yam i 7.4 •g .e 1. I� � _,,-•rte- ,,,,,,.,- "- 1 DIV 5 & 5 _ a - -'— ^ :, $•air$ 17 EXISTING FIRE woo Awl ' • !' •a' •, ° :s ' c ' r2' Sa' • : Da00 i ��= = J _ , f +• • 4 ■', _ _ �� _ :➢:` : r -?S` `a.�•�Rveai PAPJ.`' •..V� 5;, r� RW Al w 4th FM pw Rw _ - -1 .. � 1 1► �1�Ii + w w w w w w * �w �� � � J -��' �+ , • II 2 VSs ss lo II pa• V4 a. �- oma. `_ ++ I .' � ... ........ - -- - -- �q 4a. + - -• - - Y. �g°p: n .b':.- o■ � 1 W A _ f r � � 7 p 1 � 1 n j r B 40.75 7.27 20-43 Z FIRE TRUCK b feet Width 8.00 11 l Track 5.67 Lack to Lock Time 6-0 Steering Angle 33.3 jj r 4 fir- 7.3 ft I s �./ _ f ./ 1 j. 37.2 ft ® LL 1 ' STEERING LOCK ANGLE 33.3 deg - ACHIEVED e ] AC3DSEERING ANGLE: 20.4 Ft WEEP ANGLE- 19.4 d0 d i --------- 60 deg- SV.EE:P ANGLE. 27.3 degr PIV 90 deg_ SWEEP ANGLE 30.7 deg . f - (TyP) 120 deg. SYYEFP ANGLE 322 t6ag. v_ _ [[ A—C� ' 150 deg_ SWEEP ANGLE: 328 deg. _ t FOC ___\ • (TYP) 180 deg- SWEEP ANGLE: 33.1 deg. 13.1 fl —lJfiJI' ►A rr r ;y, >r f".�j" ' I s.o ft - rS, THURSTON COUNTY MUNICIPAL CODE 14.32.080 NEW HYDRANT _ ` --1-��_�_--- - -�- _ _.-�-' - �:r f Ir}- c_ (TYP) ■ SECTION 503. 1.1 APPROVED FIRE APPARATUS ACCESS ,[ `.� ---��,�.._,�-�__�- �----- �-S� / ROAD SHALL BE PROVIDED FOR EVERY FACILITY, -- -- _ _ _ -.__ _Y � l BUILDING OR PORTION OF A BUILDING HEREAFTER _ -.- .-- ^ �r _ CONSTRUCTED, SUBSTANTIALLY IMPROVED OR MOVED --J `---.='-`„"=_ -'-- —r---=- f �_ P INTO OR WITHIN THE JURISDICTION. THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE r' I REQUIREMENTS OF THIS SECTION AND SHALL EXTEND - _ - TO WITHIN 150 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY ~— CLEAR AND UNOBSTRUCTED ROUTE AS DETERMINED BY THE FIRE CODE OFFICIAL AROUND THE EXTERIOR OF r THE BUILDING OR FACILITY • SECTION 503-2-1 FIRE APPARATUS ACCESS ROADS — — MEET THURSTON COUNTY ROAD STANDARDS AS AMENDED EXCEPT FOR APPROVED SECURITY GATES IN ACCORDANCE WITH SECTION 263-6, AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN THIRTEEN FEET SIX INCHES UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. 0 1 11 1 1 1 1 1 1 .. _ [vf7cln CNr`PT PATH 1.1 INSIDE SWEPT PATH 0_ Z 2 b a a `z U m U N II �L�L/ N M QAC N � � .�Cf) 0 Wrnx [i }QQ m 0 Z a zrn d m r IJ. e- r- Q �J� 60 Q Z ❑ m r � d] A i'7 V W W z z w Limit Q U 0_ W 0 N Z W m (D N W �L�L/ N M QAC N � � .�Cf) 0 Wrnx [i }QQ m 0 Z a zrn d a r IJ. e- r- Q �J� 60 r Z W r 6 W Z d] A i'7 V W W Q [V Q ,C C Uy Lu Z D � � o w _ � U ■ � w A 00 z 4 _ z z J r - W rL an = o z ILI U) QI a W z z a m D d 1Q Lu W W LL o � 0 Q w V. W F- N W T. 0 F- IL d, z z *- ❑ H 0 a 1001 AGENCY NO SHEET: 26. OF 36 H OGV121-000121-0061CD INDEX: 21-006 fire-dwg 00, JOB: .— 21-006 --- rA TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. HATTON GpDAT PANTIER SCALE- 1" = 30' 4� tq �� ' I • �� l V Y ,� TA H � N� A TERRA �� ��, -- f . + • = � � � � — DIV 5 & 6 �� Qi • . ,� ! r ! r - . j EXISTING 4" STEP EXISTING 12" STEP FORCE MAIN --------- aft vIl • -'o;�� ` � � FORCE MAIN / : - � y •;., Q9 � Qro 1 • ,, s 3 •.;bqd �° !+ r CONNECT TO EXISTING 12"��f ~� • ��°wv ' STEP FORCE MAIN �� ,�:t; • y;� - �" w irRw • v s5 Rw os •➢iry • b:i .Qqe� Obe- 4 i'L'F� 4 a ,J } 4 RW •'� : A e t • .4 �.A a. ,y �e. y.:. .^a�•Fa4.•. SD •' 8i° - 55e • aS` WRW �� + Sp��l • is �s• f+ •}� - III frw w III Rid w � w � ery aw - aw - to aver aw aw w +� �w N -� • 9 EXISTING 4" STEP t w w w w mow' FORCE MAIN ' Le -1 >E .��•��; mss i, +, �`' � ` — - — — � � — ' `` 4 . °4q g � • � �;�a�9$bbr@@�� � - pp 55 �5= 1� lI I � i � 1{, szs r , 9� u ►' 'p4p'wd , •e'Lhp$•$y• � �Sj I� fl i - _ i�i��:•. • - � �- 1 �_-1 �Qr L7 CONNECT TO EXISTING 4" _ �ti -i "°� •v 5°— I? 5� ss a �'a 4 N STEP FORCE MAIN SD � � . . 3 � s e e+' a •�_ , `� •---- - - � _ - Sn � '• .• �� o- y a�pa�a u� • -s • a ' A . ' r - r - ' r 'i •e � l od• •� •4.Q V�y • sr a: 9 1 .0 v�� -. ~ ~ E]pF ..e e 0 Sl I Q r A`�0 -- -- - 1 _ ,f ❑ x y r 1 C. 3 000 IDS CONNECT TO EXISTING 4"`�` _ �� rr' -- - _-- STEP FORCE MAIN + I - x x r NEW 6,000 GAL STEPTANK ! PUMP CHAMBER (TYP) r - N ---- I o a ._- - - FU TU RE co L D TS a _ =� � � -. �--• _ -- - - � - - - . _ DIV 7 & =— 7. i•l` f VE i SEWER CLEANOUT [TYP] 14 6" GRAVITY SEWER LATERAL (TYP)NEW 4" STEP FORCEMAIN RTYPj STEP SERVICE BOX (TYP)— r ' l ' L ' r I F FUTURE !t� I DE VEL OPMEN T TPN I �I 18640000015 TRACT 12 TA N CII1A TERRA NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR �� U , V n� n ! LLC L ! THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. ♦ W z Lu N/ ❑ 0- U) IR0V co 0 m L LL DZc �¢Z(Lcy) a �-IcIt} d r QJ(6r x ❑ern 0 rz w r- (D V ` `., Z W W P d 2 [V uj O Qr a z Z� D � v] UU L W • � uai lMiy w'^ c w z 0 0)z I d } x 7 � CL 0 v z J a' ^ r w v � � z to 0 o z a. z m J d J w N LL 0 0 .y w r w Lu Lu m 0 LL 0 V41 z0 Ir 0 a AGENCY NO - SHEET: 27 OF 36 _ H ADCNQ1-00021-006\CD INDEX: 21-006 swr.dwg Of *4 JOB- 21-006 oor CITY OF YELM a U cc U ii Z VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER m } Q TCHPN, SCALED TO GROUND SCALE O m ❑ x COORDINATES USING A COMBINED SCALE z Li FACTOR OF 1.00007995952. C7 U id 30 15 0 30 60 p 0 0 o SCALE- 1" = 30' 4� tq �� ' I • �� l V Y ,� TA H � N� A TERRA �� ��, -- f . + • = � � � � — DIV 5 & 6 �� Qi • . ,� ! r ! r - . j EXISTING 4" STEP EXISTING 12" STEP FORCE MAIN --------- aft vIl • -'o;�� ` � � FORCE MAIN / : - � y •;., Q9 � Qro 1 • ,, s 3 •.;bqd �° !+ r CONNECT TO EXISTING 12"��f ~� • ��°wv ' STEP FORCE MAIN �� ,�:t; • y;� - �" w irRw • v s5 Rw os •➢iry • b:i .Qqe� Obe- 4 i'L'F� 4 a ,J } 4 RW •'� : A e t • .4 �.A a. ,y �e. y.:. .^a�•Fa4.•. SD •' 8i° - 55e • aS` WRW �� + Sp��l • is �s• f+ •}� - III frw w III Rid w � w � ery aw - aw - to aver aw aw w +� �w N -� • 9 EXISTING 4" STEP t w w w w mow' FORCE MAIN ' Le -1 >E .��•��; mss i, +, �`' � ` — - — — � � — ' `` 4 . °4q g � • � �;�a�9$bbr@@�� � - pp 55 �5= 1� lI I � i � 1{, szs r , 9� u ►' 'p4p'wd , •e'Lhp$•$y• � �Sj I� fl i - _ i�i��:•. • - � �- 1 �_-1 �Qr L7 CONNECT TO EXISTING 4" _ �ti -i "°� •v 5°— I? 5� ss a �'a 4 N STEP FORCE MAIN SD � � . . 3 � s e e+' a •�_ , `� •---- - - � _ - Sn � '• .• �� o- y a�pa�a u� • -s • a ' A . ' r - r - ' r 'i •e � l od• •� •4.Q V�y • sr a: 9 1 .0 v�� -. ~ ~ E]pF ..e e 0 Sl I Q r A`�0 -- -- - 1 _ ,f ❑ x y r 1 C. 3 000 IDS CONNECT TO EXISTING 4"`�` _ �� rr' -- - _-- STEP FORCE MAIN + I - x x r NEW 6,000 GAL STEPTANK ! PUMP CHAMBER (TYP) r - N ---- I o a ._- - - FU TU RE co L D TS a _ =� � � -. �--• _ -- - - � - - - . _ DIV 7 & =— 7. i•l` f VE i SEWER CLEANOUT [TYP] 14 6" GRAVITY SEWER LATERAL (TYP)NEW 4" STEP FORCEMAIN RTYPj STEP SERVICE BOX (TYP)— r ' l ' L ' r I F FUTURE !t� I DE VEL OPMEN T TPN I �I 18640000015 TRACT 12 TA N CII1A TERRA NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR �� U , V n� n ! LLC L ! THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. ♦ W z Lu N/ ❑ 0- U) IR0V co 0 m L LL DZc �¢Z(Lcy) a �-IcIt} d r QJ(6r x ❑ern 0 rz w r- (D V ` `., Z W W P d 2 [V uj O Qr a z Z� D � v] UU L W • � uai lMiy w'^ c w z 0 0)z I d } x 7 � CL 0 v z J a' ^ r w v � � z to 0 o z a. z m J d J w N LL 0 0 .y w r w Lu Lu m 0 LL 0 V41 z0 Ir 0 a AGENCY NO - SHEET: 27 OF 36 _ H ADCNQ1-00021-006\CD INDEX: 21-006 swr.dwg Of *4 JOB- 21-006 oor TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. MAINTAIN 60" MINIMUM COVER OVER FORCEMAIN FROM FINISH GRADE 7 A47 I _Z� HATTON GODAT AANTiER Y 14+95,55, 137.75' LT (A) CONNECT TO EXISTING 12" FM (SEE DETAIL SHEET 31) 14+94.60,140.55- LT (A) CONNECT TO EXISTING 12" FM T�o (SEE DETAIL SHEET 31) _ �1 -14 LF 2" SCH 40 PVC 13+97.89, 141.62' LT (A)`� 14+97.95,129.42- LT (A) INSTALL �~ I INSTALL 1 -STEP SERVICE BOX 1 - STEP SERVICE BOX - (SEE DETAIL SHEET 31)` (SEE DETAIL SHEET 31 ) 15 LF 2"�- 4 o SCH 40 PVC 2 a • • : o �. 2"15+01.68,123.01- LT (A) 13+27.30, 141.89' LT (A) " SCH 40 PVC °� INSTALL INSTALL 2" SCH 40 PVC , °_� 4 a ��o a a sp : „fly ° - 1 -PUMP CONTROL PANEL 1 -PUMP CONTROL PANEL - °�� a� -0 a v ��.�$ MF' • -0 c p4 - p,, eSTEP4 v 4 — STEP CONDUIT TO 4 A" ° ' •� a • - CONTROL PANEL —s� STEP CONDUIT TO — • 6 A e d po adoda 4 ,, tl��y , 0 f CONTROL PANEL 2" SCH 40 PVC e•: �' ° 34 a a e a v - ` a° ea 40 LF6"PVC ��� a �' s,° — - 11+47.34, 57.55' LT (A) _ SEWER LATERAL 8 LF 6" PVC INSTALL %a pLT @ 0.0375 FTIFT090 SEWER LATERAL 1 - 6,000 GAL STEP -- f l @ 0-0370 FTIFT TANK I PUMP CHAMBER 1 15+04.16, 101.91' LT (A) RIM 346.00 r i 0 %l 1 nP t� r INSTALL FL 343.50 (6" S) % r, . 1 - SEWER CLEANOUT RIM 340.00 STEP CONDUIT TO �/� / 1 L - - - 1� FL 337.30 (6" S,NW) CONTROL PANEL SEESHEET29 / i 12+79.61,127.65 LT (A) INSTALL 11+40.61 57.00' LT A r 1 -SEWER CLEANOUT f i I ___--- 46 LFR PVC r � ( ) SEWER LATERAL ' ' INSTALL I _ / REM 344.61 @ 0.4370 FTIFT 1 - PUMP CONTROL PANEL � 7 ---- / FL 342.00 (6" S,E) i fj 2' LF 6" PVC 13+29.10, 135.29' LT (A) EXISTING 12" STEP SEWER LATERAL r~ FORCE MAIN I ■ Q INSTALL 0.0252 FTIFT 6,000 GAL STEP TANK 1 r . BLDG At @ r 1 - g PUMP CHAMBER r 15+01.19,116.59t LT (A) INSTALL 50 14' LT (A) RIM 343.00 INSTALL 1 - SEWER CLEANOUT FL 340.50 (6 W) 1 - 6,000 GAL STEP TANK I / RIM 341.50 PUMP CHAMBER FL 339.00 (6" W,N) Q icv +,ti BLDG 'B' '``` RIM 340.00 FL 337.00 (6" E), f R 16+71.05 ' r i► f AL 1+00 �1 a te- -- o �� 8 10+91.43, 44.82' LT (A) I 17�C °D -� f INSTALLa ` a � - "� �_.• --� ,- 1 -SEWER CLEANOUT j M RIM 348.00 1 ' 12+00 ' � + ^� FL 345.00 (6" N,E) , _ f 57 LF 6" PVC - 13+o0 14+00 SEWER LATERAL @ 0.0252 FTIFT 1 Dj?1 V ►A 11+48.43, 44.33' LT (A) CIL INT INSTALL 11+90-58 (A) 1 - SEWER CLEANOUT 16+28.48 (H) RIM 345.96 FL 343.56 (6" W,N) see 1 sy -?9 THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER- LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. r CITY OF YELM V ter► E ,,.AL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1-00007995952. 20 10 0 20 40 SCALE: 1" = 20' _ 1 J Qc2n U r� a1 U o ry 0 CIL INT �N 16+28-33 (A) = \ 16+96-77 (J) r CIO �� \ SSE 30 Soso 7 J Qc2n U m a1 U o ry cpv u �N 04 r CIO m Z) Q ❑m Lu Lu m > zz O U iii w ¢: z o U z ❑ d U 0 i cn w; ■, J 1 J A �N 04 0 �I z g 0 cn w; C) Of r- a� O]w ODz A d � W: W z z W r a. Ln W U} Z z � O 0 eq N z m0. 0 W U) O ... ,L 0 ° d Lu o W 1 z 0 rT 0 a i J AGENCY NO SHEET: 28 OF _ 36 - H 1DGN121-000121-0WCa INDEX:21-006 swr p&p.dwg 00, i JOB: 21-006 - , TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. FU TURF - _ I 4?DE VEL OPMEN ?� - ��_ _ TRACT 12 _ G TAHOMA TERRA,� - HOLD)N05 LLC _ h ,cv. . o I til kk k I It kk � I 41 365 360 GRADE BREAK 15+52.53 _ EL. 356.77 355 — 350- 345- 340- 335 50-345--340 335 325 15+00 THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 15+65.03, 5.00' LT (H) INSTALL 1 - END OF LINE CLEANOUT BLOCKING 17+07,68, 28.00' LT (H) INSTALL SEE SHEET 28 1 - STEP SERVICE BOX (SEE DETAIL SHEET 31) _ ..._ BLDG •A. 23 LF 2" SCH 40 PVC -- _ r — ti EXISTING 4" STEP ' FORCE MAIN % -1 vlo� dew �—'i— — J { mw .LOW {: I - - D r I x F 91, EXISTING 12 STEP FORCE MAIN PiP ROAD f BLDG 'B' O tt SNE E 4 X28 135 LF 4" SCH 40 PVC - 17+01.61, 5.00' LT (H) - CONNECT TO 4" FM (SEE DETAIL SHEET 31) 17+33.06, 5.00' LT (H) CONNECT TO EXISTING 4" FM CONTRACTOR TO FIELD VERIFY DEPTH, SIZE AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION 31 LF 4" SCH 40 PVC MAINTAIN 60" MINIMUM COVER OVER FORCEMAIN FROM FINISH GRADE y 1 CIL IN PROPOSED 76+28 48(HJ= FINISH GRADE 11+90.58 (A) @ PROPOSED CIL EL. 346.37 EXISTING GRADE @ PROPOSED c'L -MATCH EXIS"NG 17+43.40 EL. 344.02 I � 42" MIN. 6" SAND COVER CUSHION 60" MIN, REQ'D 108" STM COVER$ STM i,IEX.12" STM 6" WrR� 4 " L -- - 18" MIN. SEPARATION IF 135 LF 4" SCH 40 PVC 5+65.03, 5.00'11-T (H) INSTALL 1 - END OF LINE CLEANOUT 17+01.61, 5.00' LT (H) BLOCKING CONNECT TO 4" FM (SEE DETAIL SHEET 31) 1 SCALE: 3u, 1 V: 1"=5' 16+00 17+00 "Hr ROAD PROFILE - EXISTING 4" STEP FORCE MAIN 9�7 360 345 335 17+33.06, 5.00' LT (H) CONNECT TO EXISTING 4" FM CONTRACTOR TO FIELD VERIFY DEPTH, SIZE AND FITTINGS REQUIRED PRIOR _ 330 TO CONSTRUCTION - 31 LF 4" SCH 40 PVC 325 18+00 18+25 CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. 30 15 0 30 60 SCALE: 1" = 30' N 44 1 1 2 N a � d U7 o cn u U 7 U o cv 11 - to Dno :- QLL U~7 N Z) Z < m a �0.L} r 0 +' r c z 7) 0) ° o (0 0Ill C) co r Z ❑ m a ¢ > w w z z U w w O a] ❑ U N 44 1 1 • I` A00 >E w W v W a U) m c co l ti J z m a H 'Q ei w W W -� IL w0 0 CL ca Oz 5 CL or 1 Q w w ca z x O z ti a_ x z 0 M N z 0 H U w u- 0 ❑ w rn Lu x r u- 0 z 0H ❑ CL � J AGENCY NO. SHEET: _ 29 OF 36 R OG w21 -000U I -006= INDEX -21-006 swr p&p.dwg W o N zWm 7 W nQ LL D w to Dno QLL N < Z < m a �0.L} r 0 +' 2 0 c z U) w 0) ° o (0 0Ill C) co r Z W Q • I` A00 >E w W v W a U) m c co l ti J z m a H 'Q ei w W W -� IL w0 0 CL ca Oz 5 CL or 1 Q w w ca z x O z ti a_ x z 0 M N z 0 H U w u- 0 ❑ w rn Lu x r u- 0 z 0H ❑ CL � J AGENCY NO. SHEET: _ 29 OF 36 R OG w21 -000U I -006= INDEX -21-006 swr p&p.dwg 10 N*4 N TOPOGRAPHIC NOTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. 16+50.24, 47.92' LT (J) INSTALL 1 - PUMP CONTROL PANEL STEP CONDUIT TO CONTROL PANEL 16+50.24, 41.17' LT (J) - INSTALL 1 - 6,000 GAL STEP TANK 1 PUMP CHAMBER RIM 339.00 FL 331.37 (6" NE) 2" SCH 40 PVC 1 5: 16+37.57, 28.00' LT (J) INSTALL 1 - STEP SERVICE BOX (SEE DETAIL SHEET 31) 23 LF 2" SCH 40 PVCT .. - --r 1+ FUTURE ---- DF VEL OPMEN T TAHOMA TERRA -_ HOLDINGS LLC 350 345 RT151 335 — 330 325 320 — 315 15+00 THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR UNLESS CERTIFIED BY HATTON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. S 16+25.21, 5.00' LT (J) - INSTALL 1 - END OF LINE CLEANOUT BLOCKING 11 LF 6" PVC SEWER LATERAL @ 0.0200 FT/FT 16+68.10, 33.15' LT (J) INSTALL 1 - SEWER CLEANOUT rai on -i nn 106 LF 6" PVC SEWER LATERAL @ 0.0200 FT/FT 17+73.85, 33.34' LT (J) INSTALL 1 - SEWER CLEANOUT RIM 336.21 FL 333.71 (6" SW,SE) PLUG VALVE (FLxMJ) BLOCKING 65 LF 4" SCH 40 PVC 16+37.56, 5.00' LT (J) CONNECT TO 4" FM (SEE DETAIL SHEET 31) 12 LF 4" SCH 40 PVC MAINTAIN 60" MINIMUM COVER OVER FORCEMAIN FROM FINISH GRADE -GRADE BREAK 76+30.23 ClL 16+96.77(J) ­ 16+28.33 6+9677(J)76+25.33 (A) - 1-1%%JPOSED FINISH GRADE 0 PROPOSED CIL ISTING 4" STEP RCE MAIN 7Q MM 44 � • 1 l�7 1 EXISTING 12" STEP FORCE MAIN ' �- 17+97.75, 5.00' LT (J) CONNECT TO EXISTING 4" FM CONTRACTOR TO FIELD VERIFY DEPTH, SIZE AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION 95 LF 4" SCH 40 PVC GRADE BREAK EL. 338.90 EL. 337.57 76+26.90 - EXISTING GRADE EL. 337.24 @ PROPOSED CIL ---MATCH EXISTING _ 2 00% EL. 335.43 __ 20p% 60" MIN. I COVER - ��- - ------ - - - �12" STM 18" MIN. .. SEPARATION 8,. W T R 16+25.21,5.00'1_T(J) INSTALL 1 - END OF LINE CLEANOUT BLOCKING 12 LF4"SCH 40PVC - I 16+37.56, 5.00' LT (J) CONNECT TO 4" FM (SEE DETAIL SHEET 31) SCAWI _ �+►! LE' ` V: 1"=5 i. -55 LF4"5 -17+02.51, 5.00' LT (J) INSTALL 1 - 4" EPDXY COATED PLUG VALVE (FLxMJ) BLOCKING CH 40 PVC 16+00 17+00 IJI ROAD PROFILE 'SEX. 12" STM 42" MIN. COVER 18" MIN. r WTRIISEPARATION EXISTING 4" STEP FORCE MAIN L 17+97.75, 5.00' LT (J) CONNECT TO EXISTING 4" FM CONTRACTOR TO FIELD VERIFY DEPTH, SIZE AND FITTINGS REQUIRED PRIOR TO CONSTRUCTION 95 LF 4" SCH 40 PVC 18+00 355 350 345 340 335 330 325 320 315 19+00 CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952- 30 15 0 30 60 SCALE V= 30' Q z 2 N b E �o N Q w > m I• W Q] ❑ Li Z tD Fn W ❑ >- z � d ac ❑ m ❑ w V w = U C7 Q Iii Q ❑ T � Q U U] > 44 J r I 10 r w 04 � N ¢ B CD C) z w Lo O o O U) U 5; >- w � U W w'j om IL w 0 w it OR a ACIS 0 z a J Lu u.! O z 2 0 z n a_ x N Z O N z 0 W U w U- 0 O w cn w x LL z O 0 a r,+ AGENCY NO. SHEET: 30 OF 36 H ADG N121-000121-0061CD INDEX -21-006 swr p&p.dwg JOB - 21-006 W �o N Q w > m I• W Lo Doa NNS . 00 0 �. W C) o Q QQ � N a0 z� �c z(10) C �- 0 r4-0 0 2 -1 00) L z0�0 N W r Q(L1 W 2 (3)f1) M z w W Q r w 04 � N ¢ B CD C) z w Lo O o O U) U 5; >- w � U W w'j om IL w 0 w it OR a ACIS 0 z a J Lu u.! O z 2 0 z n a_ x N Z O N z 0 W U w U- 0 O w cn w x LL z O 0 a r,+ AGENCY NO. SHEET: 30 OF 36 H ADG N121-000121-0061CD INDEX -21-006 swr p&p.dwg JOB - 21-006 10 RIGHT-OF-WAY 7 /2. PUBLIC SEWER LIE PRIVATE SEWER 1 VALVE BOXES ' SHALL BE EAST 12' JORDAN IRON WORKS (10" OR 1 7-3/4' O cm) ® 18"} OR OLYMPIC 1 FOUNDRY 1D" 5" -3/4'; 3/4' I ® (VB -950 10' OR SEE DETAIL 7-9 I 1$') PRIVATE SR 1-1 4' I RECESSED HANDLE PUBLIC SMR RECESSED TYPE LID WITH SEAL WITH CLEANOUT & SEWER PAVING HANDLE TYPE LID WITH CITY OF STAMPED IN LID ASPHALT L . EWER STAMPED IN LID 2' MHN. HMA FOR PATCHES I 2-1/2" MON. HYA V MIIN.2' CSTC FINIS14ED GME OR HIEN _;` •� 8" MIN. : :=: _ CONCRETE ' 8' BALLAST 8' COMMERCIAL CONCRETE INSIDE PAVED ROADWAY FINISH GRADE 3' x 3' x 8' COMMERCIAL �CONCRETE PAD 7 OUTSIDE PAVED AREA �a INSTALL MECHANICAL PLUG IN RISER AND SEAL WITH SILICONE BETWEEN RISER PIPE AND VALVE BOX 6" PIPE 7' MIN, 8'-45' ELBOW-, TRENCH 94TTDIA BEDDING AS REQUIRED PRIVATE CLEANOUT DETAIL N.T.S �m 4 a m a o LO :> 4 [WLR LL w ¢U w I - G7 _ 7-"Z V7 U Q U W U' Lo U7 ink U [xZ = U �� .2Z U Quwi� QW 6 a � � ULn Z� CSS Ln �JU Yom^ r. CL�L, z Llj Lam¢ O' N J Z CL 7 a Q O Lx�1 w•. co �: t C-7 \En( m Li CL � ;LL, .--.= 7 a z U d �._ •_•:_:i U r•7 2rlL LJ H NA 04 it C"� llyl•'. ••1 LJ Ui W ".i 2' 4 ¢ J u Q j i. A `aLIJ it tY CITY OF YELM END OF LINE CLEANOUT mz a U APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE DATES -z0 DES. MKD IDWNWID IcKDDMM 10/2019 THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR SPLICE TO EXISTING FINISH 14 GAUGE TO GRADE WIRE TO STEP TANK °° N CONNECT TQ EXISTING PVC 1" OR 2" CHECK VALVE — SERVICE LINE 1" OR 2" KBI BALL VALVE, SL x SL— INSTALLATION NOTES: 1, ALL SERVICE UNE CARSON BODES SHALL BE LOCATED 4' FROM EDGE OF CURB TO CENTER OF CARSON BOX IN PLANTER STRIP ON BOTH SIDES OF ROADWAY. 2, GANG CARSON BOXES SHALL BE LOCATED 3' APART TO CENTER OF BOXES 3- BALL AND CHECK VALVES TO BE INSTALLED IN CARSON BOXES ACCORDING TO DRAWING. 4, NO THREADED CONNECTIONS IN SERVICE LINES UNLESS PRE -APPROVED BY THE DIRECTOR OF HIS/HER DESIGNER. SERVICE BOX - CARSON INDUSTRIES MODEL NO. 14198 WITH BOLTED HINGED COVER OR EQUAL COVER MARKING TO READ "SEWER" (USE IN NON -TRAFFIC AREAS) 14 GA. OF HEAVY INSULATED DIRECT BURY COPPER TONING WIRE ALL TONING WIRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M z STEP MAIN--\ o 1"OR 2" SCHEDULE 1 46 PVC SWP PVC SWING CHECK 7 VALVE SL x SL 1OR 2" KBI BALL VALVE, SL x SL - 1' OR 2" PVC NIPPLE, SL x SL 1" OR 2" x MAIN DIA. PVC REDUCING TEE SL x SL x SL OR PIPE SADDLE CITY OF YELM APPROVED BY DWG. NO. TYPICAL 1" AND 2" SERVICE PUBLIC WORKS DIRECTOR DATE DATE - 1 CONNECTIONS DES. �o WKD rKDDMM 10/2019 t FINISHED GRADE 30"0 RISER a� ALARM HIGH LEVEL -- j 6" LAC ON/OFF (4.5' DRAWDOWN ON TO OFF) LEAD ON/OFF P 6" (4.5" DRAWDOWN ON TO OFF) fi" i� LOW LEVEL ALARM REDUNDANT OFF 000 ¢T✓ 25" J r STEP TANK (/ / /r / 6" MIN- BEDDING CITY OF YELM APPROVED 8Y DWG, NO. FLOAT SETTING VAULT DIMENSIONS PUBLIC WORKS DIRECTOR DATE 5-14 44 FOR DUPLEX PUMP VAULT IDES.MKD l'WN)AKD ICKDTE DMM IDA /z019 UNLESS CERTIFIED BY HAT -TON GODAT PANTIER. THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE SAID AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY REVIEWED AND APPROVED BY HATTON GODAT PANTIER. LINE. AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET EXCAVATION. MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH. 60" OR AS APPROVED BY DIRECTOR OR HIS/HER DESIGNER AS SITUATIONS MAY REQUIRE RESTORATION SURFACE SEE RESTORATION TABLE ABOVE I TYP. �\ f r Ln V) T a� an � � -w 5 �� o ¢ cn U ICU') aLJ LJ I CL , n RESTORATION TABLE 1 SURFACE THICKNESS BACKALL/ COMPACTION tt♦ ♦• t•tttttt•t••t••••t� TYPE REQMNTS- REQUIREMENTS CRUSHED 4' CRUSHED SURFACE SELECT BACKFILL KNISH GRADE SHALL BE SURFACETDP COURSE COMPACT TO 95% SMOOTH & CONSISTANT DISCONNECT BOX D GALVANIZED UNISTRUT NTH EXISTING OR EQUAL AS 3 WIN. GRADE B A.C- APPROVED BY THE •�i�/�i`��l�r�J�/tri\� �i�r�r�r �i�i�i� ��i�i � . . 'rrrrrrrri'rr'. ✓'��rr��rr�f ✓ 1 ��rr��rr��rr�`rr COMPACT TO 95% CURBS SLOPES SHALL WATCH C CONCRETE SURFACE RESTORATION TABLE 1 SURFACE THICKNESS BACKALL/ COMPACTION COMMENTS/ OTHER TYPE REQMNTS- REQUIREMENTS CRUSHED 4' CRUSHED SURFACE SELECT BACKFILL KNISH GRADE SHALL BE SURFACETDP COURSE COMPACT TO 95% SMOOTH & CONSISTANT DISCONNECT BOX D GALVANIZED UNISTRUT NTH EXISTING OR EQUAL AS 3 WIN. GRADE B A.C- APPROVED BY THE -1NISH ROADWAY TO CONFOR A C. PAVEMENT OVER PAVING DYER C CRUSHED SELECT BACKFILL ALL EXISTING GRADES AN EII GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% CURBS SLOPES SHALL WATCH C CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DF4mmY/5IDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE. AND GRADE_ HYDROSEED/ PLANTINGS NATIVE BACKFILL FINISH GRADE SHALL BE LAWNASCMAPE OVER 4' MIN. TYPE A TOP COMPACT TQ 85% SMOOTH & CONSISTANT CD a) � M WITH EXISTING GRADE TO STEP TANK ELECTRICAL PANEL NATIVE BACKFILL MOUND BACKFILL 2' UNIMPROVED SUFACE A N/A COMPACT TO 85% ABOVE EXISTING GRADE 12" 1 ' DIA. & SMOOTH CSBC = CRUSHED SURFACE BASE COURSE = CSTC = CRUSHED SURFACE TOP COURSE FORM CONDUITS TO 6" GALVANIZED POST OR Q Z Z CHANNEL. SEE TYPICAL PUMP CONTROL PANEL FC� '--PUMP CONTROL DETAIL DRAWING #6. PANEL N 3/16" V PVC CONDUIT Q W Q ❑ � HOT DIPPED DISCONNECT BOX D GALVANIZED UNISTRUT OR EQUAL AS APPROVED BY THE ATTACH CONDUIT TO DIRECTOR OR HIS/HER GALVANIZED DESIGNER. UNISTRUT OR POST i� WITH STAINLESS CONCRETE STEEL TWO HOLE ®I EXISTING GROUND STRAPS a o 0 •• L U Q r i'✓ 4'. L TO NEW CD a) � M TO STEP TANK ELECTRICAL PANEL W � 'a W¢ U 12" 1 ' DIA. NOTE: 1. DISCONNECT COVER SHALL BE 5031--0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. CITY OF YELM APPROVED BY DWG, NO. CITY OF YELM R APPROVED BY I DWG. NO. • PUBLIC WORKS DIRECTOR DATE 5-3 REMOTE PAST - RESIDENTIAL PUMP pUgLIC WORK5 DIRECTOR DATE 5-4 TYPICAL PIPE TRENCH DES.MKD ID`""MKD FK°OMM DATE1/2019 CONTROL PANEL INSTALLATION °E� MKID OWN KID, rK°DMM DATE0/2019 NOTES. 1. 12" MIN. PEA GRAVEL AROUND FIBERGLASS TANKS, PER MANUFACTURER. 2. 6" MIN. SAND AROUND ALL APPURTENANCES. CITY OF YELM FIBERGLASS TANK BEDDING APPROVED BY I DWG, NO, PUBLIC WORKS DIRECTOR DATE 5-16 DES•MKD ID�IuVKD ICKDQMM DATE0/2019 FIBERGLASS UD WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP.) i FINISH GRADE NATIVE J 14 GAUGE COPPER DIRECT r GRADE BURY TONING WIRE, 2'-O° TAIL INTO RISER - r ` J r STEP TANK 1"±1/4" ALL LDS 2' MIN I [ F YF', } SLOPE TO NA TME GRADE [TYp} i i i, PVC RISER, ORENCO SYSTEMS, INC., OR EQUAL i ORENCO TANK TO RISER ADAPTOR NOTE: RISER AND LID SHALL BE 30" ON ALL PUMP VAULT INSTALLATIONS. CIN OF YELM RISER (NON -TRAFFIC RATED) V APPROVED BY DWG, NO. PUBLIC WORKS DIRECTOR DATE 5-1 DATE DES.MKD ID WN KD KID. 10/2019 2 z U m 6" 6" Q Z Z W 1 MIN. U) C N m ❑ m Z Z w ❑ ❑ o L] = U Q W Q ❑ T_� J U V) D co Doo NATIVE OR SELECT co4)m E BACKFILL AS W0 ,., i� DIRECTED BY y12' E 0<Z< ENGINEER. a o 0 •• L U Q UJI y. CD a) � M LOW r Z W W � 'a W¢ U 2 - J m Lj = W Lr7 t NOTES. 1. 12" MIN. PEA GRAVEL AROUND FIBERGLASS TANKS, PER MANUFACTURER. 2. 6" MIN. SAND AROUND ALL APPURTENANCES. CITY OF YELM FIBERGLASS TANK BEDDING APPROVED BY I DWG, NO, PUBLIC WORKS DIRECTOR DATE 5-16 DES•MKD ID�IuVKD ICKDQMM DATE0/2019 FIBERGLASS UD WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP.) i FINISH GRADE NATIVE J 14 GAUGE COPPER DIRECT r GRADE BURY TONING WIRE, 2'-O° TAIL INTO RISER - r ` J r STEP TANK 1"±1/4" ALL LDS 2' MIN I [ F YF', } SLOPE TO NA TME GRADE [TYp} i i i, PVC RISER, ORENCO SYSTEMS, INC., OR EQUAL i ORENCO TANK TO RISER ADAPTOR NOTE: RISER AND LID SHALL BE 30" ON ALL PUMP VAULT INSTALLATIONS. CIN OF YELM RISER (NON -TRAFFIC RATED) V APPROVED BY DWG, NO. PUBLIC WORKS DIRECTOR DATE 5-1 DATE DES.MKD ID WN KD KID. 10/2019 2 z U m 2 U N Q Z Z W U) C N m ❑ m Z Z w ❑ ❑ o L] = U Q W Q ❑ T_� J U V) 1 of k CSL W U) C N 7� Q 7 W � D co Doo co4)m E W0 d ❑ � E 0<Z< Z a o 0 QJ� L L UJI r 0 Z a) � M LOW r Z W W � 2 N CDN r ,d VJ z Z 2 o 0 Fn o L LiU 44 •�n IU) ❑W 0) =a R J W Q b W a U) co z z Jm a d v 0� 44 AGENCY NO. SHEET; 31 OF 36_ H ' IDGN121-000121-U46�CD INDEX: 21-00'8 det.dwg � SOB: 21 -flay K N a IW V z Q IY L� r 0 z n r _L x U) Z 0 N z 0 U U- 0 w rn w I- LL 0 z 0 F_ w 0 a _I 1 SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET 3 1 Ll 2 2 NOTE: INSTALL XERXES ITEMS PER XERXES INSTALLATION SPECIFICATIONS. This drawing is for illustrative purposes only. INSTALL ORENCO ITEMS PER ORENCO INSTALLATION SPECIFICATIONS. Consult with an engineer for specific applications. 0 NO. DESCRIPTION 1 XERXES SINGLE WALL FRP TANK, 6' DIA, 6,000 GAL. 2 XERXES PRECAST DEADMAN SYSTEM W/ HOLD DOWN STRAP AND TURNBUCKLE ASSY. CORPORATION 3 24" FRP OPENING ILLUSTRATIVE APPLICATION DRAWINGS 4 30" FRP OPENING W/ INTERNAL FLANGE 5 6" SCH. 40 PVC INLET PIPING w/ SANITARY TEE S m a I I Commercial 6 FULL HEIGHT FRP BAFFLE WALL Septic o r STEP Tank 7 ORENCO "BIOTUBE" EFFLUENT FILTER (BAFFLE WALL CROSSOVER), ORENCO FT0848-36 nn 8 24" RIBBED PVC RISER W/ FRP LID OSI I Pump out W,E 1 I t e r 9 30" RIBBED PVC RISER W/ FRP LID Dual C o m p a r t m e n t 10 PVC SPLICE Bol( W/ CORD GRIPS 11 ORENCO "SCREENED PUMP VAULT" W/FLOW INDUCER & FLOAT SWITCH ASSEMBLY DATE 5-00 DR, NO. 12 EFFLUENT DISCHARGE — " " S20-204 THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE rtCV�CvvtLJ HI�u AF'rrtUVtU tSY MAI I LIN L,ULIAI HAN I ILk- PUMP NOTES: 1, PUMPS ARE DESIGNED TO OPERATE IN A DUPLEX CONFIGURATION SUCH THAT BOTH PAIRS OF PUMPS CAN OPERATE IN A LEAD/LAG CONFIGURATION WITH THE POTENTIAL FOR BOTH PAIRS TO BE RUNNING AT THE SAME TIME DURING HIGH FLOW CONDITIONS. 2. AN ALTERNATING DEVICE SHALL BE PROVIDED WITH THREE POSITIONS: PUMP 1, PUMP 2, ALTERNATING PUMPS 1 & 2. THE STANDARD OPERATION WILL BE IN THE ALTERNATE POSITION, WITH THE OTHER TWO POSITIONS RESERVED FOR ONE PUMP TO BE TAKEN OFF LINE DURING MAINTENANCE. 3. THE PUMP CONTROLLER SHALL BE EQUIPPED WITH A CITY OF YELM APPROPRIATE SIGNAL SENDING TELEMETRY UNIT. THE TELEMETRY UNIT SHALL SEND STEP STATION STATUS AND ALARM INFORMATION TO THE CITY'S RECEIVING UNIT. ALL TELEMENTRY EQUIPMENT SHALL BE COMPATIBLE WITH CITY OF YELM'S EQUIPMENT. CONTRACTOR SHALL CONTACT THE CITY STAFF FOR EQUIPMENT SELECTION" 4. EACH PUMP SHALL BE SUPPLIED WITH A SEPARATE SHUTOFF VALVE AND UNION TO FACILITATE REMOVAL OF INDIVIDUAL PUMPS. 5. PUMPS SHALL BE ORENCO P20 05 11 OR APPROVED EQUAL. 6. EACH PAIR SHALL INCLUDE PROVISIONS FOR A 30 SECOND DELAY BETWEEN PUMP STARTS. 7. ALL ELECTRICAL CONDUITS SHALL BE PVC COATED RMC RIDGED WITH POLYETHYLENE INNER COAT AND SEALED AND SIZED FOR 10. TELEMETRY NOTES: LIFT STATION TELEMETRY WILL CONSIST OF A RUGID RUG5 PLC, 12 -VOLT ISOLATED POWER SUPPLY, CELLNET, UTILNET IWR SERIES 3000, 900 MHz RADIO, ANTENNA CABLE WITH LIGHTNING ARRESTOR, AND 6DB GAIN STICK ANTENNA THAT WILL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. ALARM AND STATION STATUS POINTS AND ASSOCIATED WIRING COLORS SHALL CONFORM WITH THE LIST PROVIDED TO THE DEVELOPER. THE TELEMETRY WILL BE ENCLOSED IN A NEMA 1 ENCLOSURE WITHIN THE ELECTRICAL CABINET. PRIOR TO ORDERING THE ABOVE EQUIPMENT, THE CONTRACTOR WILL CONTACT THE REMOTE SYSTEM TECHNICIAN, CITY OF YELM DEPARTMENT OF PUBLIC WORKS, FOR COMPLETE ORDERING SPECIFICATIONS FOR THE ABOVE TEKEMETRY. NORMAL LEAD TIME IS 12 WEEKS.THE UNIT SHALL BE CAPABLE OF SENDING THE FOLLOWING SIGNALS TO THE CITY OF YELM: HIGHLEVEL ALARM, PUMP #1 RUN/FAIL, PUMP #2 RUN/FAIL, POWER FAILURE, INTRUSION ALARM, COMMUNICATION FAILURE, HIGH LEVEL ALARM IN "XERXES" 25,000 GAL TANK. MANHOLE/TANK COMPACTION & BEDDING NOTE. 1, MH & TANKS SHALL BE BEDDED ON 6" SAND OR PEA GRAVEL 2. BACKFILL AGAINST SIDE SHALL BE COMPACTED IN 6" LIFTS TO THE SAME OR GREATER COMPACTION THEN SURROUNDING AREA TANK NOTES: THE TANKS SPECIFIED ARE MEANT TO DENOTE REQUIRED TANK VOLUME/CONFIGURATION THE CITY OF YELM HAS SPECIFIC TESTING REQUIREMENTS FOR S.T.E.P. HOLDING TANKS. SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY CITY OF YELM PRIOR TO USE. SHOP DRAWINGS SHALL BE SUBMITTED FOR EACH COMMERCIAL S.T.E.P. TANK. TANK DIMENSIONS, INCLUDING BAFFLE WALL CONFIGURATION, BAFFLE WALL PENETRATIONS AND RISER LOCTIONS AND HEIGHTS, SHALL BE DEPICTED. CONTRACTOR SHALL SUBMIT STRUCTURAL CALCULATIONS ON TANK PROPOSED FOR USE AND SHALL CONDUCT AND PASS A LEAK TEST, PRESSURE TEST AND FINAL INSPECTION PER CITY OF YELM REQUIREMENTS. NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR INLET PIPE DIA. I 59" V PANEL NOTE: NOTE: SITE SPECIFIC DATA ( 0) MUST BE FILLED IN BY SPECIFIER, OWNER OR INSTALLING CONTRACTOR. ACCESS OPENING DSA 2" STI 6„ INLET ELEV. ,I 36" INLET PIPE FROM BOTTOM OF TANK (INVERT ELEVATION) 24" PANEL TO BE CONSTRUCTED ACCORDING TO ORENCO SPECIFICATIONS, AND SHOULD BE CONSTRUCTED BY ORENCO. THE ELECTRICAL PANEL SHALL BE PURCHASED AS A PACKAGE STATION, ASSEMBLED IN THE SHOP BY A U.L. USTED 508 INDUSTRIAL MANUFACTURER. A FIELD BUILT STATION WILL NOT BE PERMITTED. THE CONTRACTOR SHALL SUBMIT ELECTRICAL MATERIAL SPECIFICATIONS TO THE CITY OF YELM FOR APPROVAL PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALI_A-PON OF ALL CONDUIT, CONTROL PANEL, AND CONTROL PANEL CONC PAD PROPERTY OWNERS ARE RESPONSIBLE FOR SUPPLYING POWER (INCLUDING BACKUP POWER IN THE EVENT OF AN OUTAGE). THE POWER TRANSFER SWITCH FOR AUXILIARY POWER SHALL BE LOCATED OUTSIDE OF THE CONTROL PANEL AND ACCESSIBLE TO THE PROPERTY OWNER. OPERATION & MAINTENANCE NOTES: THE CONTRACTOR SHALL SUPPLY THE CITY WITH 3 SETS AND THE PROJECT ENGINEER WITH I SET OF THE MANUFACTURERS OPERATION & MAINTENANCE MANUAL FOR THE PUMP STATION ALONG WITH A COMPLETE SET OF ELECTRICAL DRAWINGS FOR THE STATION. TELEMETRY FUNCTIONS - HIGH -HIGH LEVEL - 2 PUMP RUN - HIGH WET WELL - 1 PUMP FAIL - 1 PUMP RUN - 2 PUMP FAIL THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE SAID AGENCY" THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY OR APPROPRIATENESS OF THOSE DETAILS" SOME AGENCY DETAILS ON THIS SHEET EXCAVATION" MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH" m i 7n SCHEDULE 40 PVC T SANITARY TEE 118" -v - - r CORPORATION INLET SANITARY TEE THROUGH ACCESS OPENING DATE 5--00 Imo. "O- S10-824 24" ACCESS OPENING DEA. -------------------------------------------------- ORENCO FILTER INSTALL PER MANUFACTURER'S INSTRUCTIONS FLEXIBLE CONNECTOR SUPPORT PIPE, NOT f� ATTACHED TO TANK BOTTOM I I BAFFLE WALL & EFFLUENT FILTER DETAIL FULL HEIGHT FRP BAFFLE WALL BAFFLE WALL CROSS OVER YELM GENERAL NOTES (SANITARY SEWER MAIN INSTALLATIDN) A. 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 ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WS DOTIAPWA). B. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION" C. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS" D" A PRECONSTRUCTiON MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. E. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES" THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. G. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS" H. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY" TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. I" ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12 ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED "POWER'. TAPE SHALL BE FURNISHED BY CONTRACTOR" J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE GENERAL NOTE 5.60-A). K" TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER" TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX" CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. L" EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. M. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED" N. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES" O" ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. P. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS" (SEE NOTE 1 ") IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. Q" PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS" R. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5 -FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. S. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031-0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1 "406" DIAMETER" T. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: 1. TANK INSTALLATION. I.E.; BEDDING AND LOCATION 2" TANK INFILTRATION, EXFILTRATiON TEST 3" S"S" PRESSURE TEST 4" SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION U. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL. U m o z z H1 WATER ALARM 3" J `�. PUMP 'ON' LLl � PUMP 'OFF' 4" iREDUNDANT 'OFF' 6" '. LOW WATER ALARM 118" -v - - r CORPORATION INLET SANITARY TEE THROUGH ACCESS OPENING DATE 5--00 Imo. "O- S10-824 24" ACCESS OPENING DEA. -------------------------------------------------- ORENCO FILTER INSTALL PER MANUFACTURER'S INSTRUCTIONS FLEXIBLE CONNECTOR SUPPORT PIPE, NOT f� ATTACHED TO TANK BOTTOM I I BAFFLE WALL & EFFLUENT FILTER DETAIL FULL HEIGHT FRP BAFFLE WALL BAFFLE WALL CROSS OVER YELM GENERAL NOTES (SANITARY SEWER MAIN INSTALLATIDN) A. 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 ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WS DOTIAPWA). B. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION" C. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS" D" A PRECONSTRUCTiON MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION. E. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. F. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES" THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. G. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD JOINTS" H. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE INSTALLED WITH 14 GAUGE, HEAVY COATED OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY" TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND WIRE SHALL BE FURNISHED BY THE CONTRACTOR. I" ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12 ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON -BIODEGRADABLE, METAL CORE BACKING MARKED "POWER'. TAPE SHALL BE FURNISHED BY CONTRACTOR" J. BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE GENERAL NOTE 5.60-A). K" TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER" TEMPORARY STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD MIX" CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. L" EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. M. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED" N. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES" O" ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM. P. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE -REFERENCED SPECIFICATION FOR TESTING WATER MAINS" (SEE NOTE 1 ") IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE. Q" PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS" R. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POST, 5 -FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. S. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL # 5031-0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1 "406" DIAMETER" T. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ITEMS NEEDING INSPECTION ARE: 1. TANK INSTALLATION. I.E.; BEDDING AND LOCATION 2" TANK INFILTRATION, EXFILTRATiON TEST 3" S"S" PRESSURE TEST 4" SERVICE LINE PRESSURE TEST 5. FINAL INSPECTION U. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED UNISTRUT OR APPROVED EQUAL. U m o z z ♦ J *4 1 A Q�Ri Iq D .4 Z � � - 01STE. ONAL Of J W LLl � U) 6� Z Q - 5 > In W h U) Dov Lo co E 0 m z W W 0) Q U) Z z Q LL T 0 Q QC Z_0) a ❑ U a Q m _ > LU m W r 0 Z 2 W J LLJ Z C7 � U Iii 2 U W = Q � h LU ♦ J *4 1 A Q�Ri Iq D .4 Z � � - 01STE. ONAL Of ♦ J W LLl � U) 6� Z Q - 5 > In W h U) Dov Lo co E 0 �. z W W 0) Q U) Z z Q LL T 0 ¢ QC Z_0) a Ul U �a.N < } Q m Lu F— Q J 00) t W r 0 0W zm G) J Z W 2 ♦ J f LLl � N O N Q "' a z W U) Z o ❑ Ul U Lu F— U ♦ J f-1 � h LU LU M Mz 0 x I r w: (n z J _j W .w a .n = o v W Vf 00 I,- , ❑ � a m �; F_ 'Q i■i W U W LL LL0 0 *- U) V! w V3 w o F LL 0 z CL 4 ♦ J AGENCY NO. SHEET: 32_ OF HADGN121-000121-01fi1CD INDEX 21-006 del."dwg 001% JOB: 21-006 J OMAT R HAS 11DIV. MF PROJECT PROPONENT — CITY CF Y E L M aa o o a■ r TAHOMA TERRA HOLDINGS, LLC In I VERTICAL DATUM MERIDIAN HORIZONTAL DATUM = r 14301 TA H O M A BLVD SE, T Y E L M WA 98597 PUYP O BOX 73790 �-I� � CITY OF YELM ALLUP, WA98373 � �`�' - ~ -- -�- -�' - . �I WASHINGTON STATE PLANE COORDINATE mw SYSTEM NAD 83191, SOUTH ZONE 4602, PER LU ` NGVD 29 PER TCHPN TCHPN, SCALED TO GROUND SCALE ZJ JA A �, COORDINATES USING A COMBINED SCALE 0HATI001 65 Z v Q w 1ui - Q I3w � v,Lcy �i+� PHI GOO'+T FACTOR OF 1.00Ofl7995952. u3 � z n � `` F ❑ ❑ U PH II _ PH II 4 PHI DIV l ,�' f c`' ! ¢�` flIV it I ON I � ialV li TREE SUMMARY OPEN SPACE/RECREATION - —` PHII 20 10 0 20 40 EXISTING TREES TO BE SAVED - 0 DIV uI �. , .�. OPEN SPACE -GREENBELT 18 AC � 1 I *4% EX. TREES REMOVED OVER 8" DIAMETER - SCALE: 1" = 20' RECREATION -PARK .16 AC , - •--j- --- 1- J u► �" � ()F WAS PROPOSED OPEN SPACE/BUFFER TREES -133 o PROPOSED SITE •• ll TOTAL 1019 REQ OR .29 AC 34 AC R� PROPOSED STREET TREES - 18 t � VICINITY MAP, a/J _-_ _ r C, c'v - - _ ~toy Ilk ---------- 1 EXP • �. A SSC Ap -------------- _ - - PURPLE ROCK ROSE - - LCOF S E - f IDC. STREET TREE, TYP. ` ,, �- INCENSE GFDAR T 4O60 N D _- __ GULF57RFAM N.4NDINA • ¢ �• e �� --- y BLUE FESCUE 3 C'1 .> FF 4 ,T V T. r rO .i/IL '1• d a L5 d ♦ _ 1 r+� `� a a - �a.,� -- VARIIEGA7ED �n "%' • -0 _ a . v aa� • tea'• d �s . DA YLILY 9 1 WINTER DAPHNB - ' �'` • : '' 4 `' -;♦, D K o r ° ■ • —�� L o� edc♦ I M s' DTGa i. •-''SF--` _-- `'SSS I J - �ppa. a d a r dprz .. •� (G:7' w O GOLDFLAME 5PIREA + + t ,, b i; a# 4 ADIRONDACK CRABAPPLE / .� ,,� ss -- ss ;s ss -► 1RH0DO0ENDRON°4 a A r� `O N + 1p° VAARF FOUNTAIN GRA55 Y STONEGf20P _ w All7VMN JOti D W + - ,v 50NIC BOOM WEIGELA '' (�+y5N Q co 0 ID ti 3 3 l ■ VROSEM3 �� p2 Z Q Q + PINK FRINCE53 ESCALLONIA 3.03 j - - - 3 = ❑ Z C + EXCELSA ORANGE ROCKET BARBERRY - : _ R.. ~' - Z Q + + CEDAR 3.0513 _ . ,� d rn 0 _ - �� >� a 3 + ..:. B .: � .. • ... �� .. SOFT SHIELD FERN LAWN ` ' ��-- � � 3 • � :�4 :` - _ � � ' ++ VINE 2 a.►-�c 3.02 Q ro o - - 3 D C + . It . 3.03 0 3.02 3.02 - o =_ : r 3.05 ,� I •� nn a 3.02 B y' VNIOUE RHODODENDRON t _ P� o ° 1 _ , 0 �0rn + 3.05A 3.03 1 •-� s RAINHOW LEuGOTHOF i 3 0L ❑° ❑ W ca 0 + + 57ELLAR PINK DOGWOOD 3• WEFPIN6 ALASKAN CEDAR - - P -� _ _- Z 05 0 B VARIEGA TED JAP. PIER15 3. 2B ; • :, ++ 3.058 �A�►w q I 3.02 r_'. 3.0L y : _ - ' -++ 3.02 �� I• - - GRrrH50N PYGMY BARBERRY S ° Z W r ° 3.02 3.02 }.. 3.028 . } ENGL I5H LA VENDER 8oxwoOD HFBF 3.02 +•': " • �—IV N 5KY PENCIL JA P. HOLLY 3-QZ S - '► �- T loo- ♦ i +. - y C 02 S BOWHALL MAPLE I + 3 - $ r �- " y' ' = �+ _ 3.02 3 02 N BARK ONLY - — + + 6 ° ; \ - ° ` _•s r� AROUND UT1L 1 TlFS _ A. AF y: - MAIL r ` - �* P°° _ o ,❑ 1. + + - a H S BIKE PARKING, TYP. r ; +:9 i- . ❑ o _D_ ° a ° 6 + � P°❑° T V' L�P GAP ❑ • y - TRASH ENCLOSURE - f EMERAIs LD GREEN RFD CASCADE MOUNTAIN ASH ° b ❑° �¢ ❑ _ - .. .. _ _ �- °�°+•+ _ - t ++ 1 �+ �~ — "�� boo°a v° ° -� •' :. ' .r Po°o9P ' PL'�vo ++++ + + C!1 LU '*+ ++++ + 7� 1 /j6L-i- °v° `i-�!f °❑P6 ~'� _ v[.P❑ — S ° P❑PP❑p❑4❑ �. + + + V - 0 + , L01rYFA57 GOTONEASTER 1 �� l °a°° a°a°❑ �_ ❑°❑°P +•,t, . ? V S ❑°.° , r°b° S S P 7 f + + + t + + + S rte. °may ❑flb❑v til �� ❑°^ + t + + + + '_ -. I•' , rJ p[ + + ++ + +C+�— S ❑ ❑ b a v� ' l L r+ G� �r�,-•ti+ + i + + t ,t t t S }. + + + + + , + _a°ov y BARK ONLY, MAINTAIN 3' ��� C2 + +t T -i :-.r•• +++++ + t t t -} + + _ ❑ P ° +`i..l, .+ t • •ti y •ti ••1• y + �� + ++' S a ❑°❑° ° ti• PACIFIC SUNSET MAPLE _ CLEARANCE AROUND F.Fl. + % t -�t t t+�` + tt+ + t t+ • t+ + + + + + + + + - + .=`_ ,' a ° °_ PG PD ' ❑❑ ° ❑— °-- ❑ ° P \. - �-- r ❑ °° ❑ ° P ° C�t + +_ OPER 5PA- GE/'A + + LIGHT POLE, TYP• +t• + + + + + (3,725 5F, -OQ ACRES) 1 ++ + + 4. t t + t + • _ 1 1. D a P ❑ J w ••• r y .• s - ------- ' +} + + + �i-1 +' + �t y t+t+ - ' °tP°P P_` I --• N`�'P 6 ❑ — V -C, J+`l• t - ., �. - s 111 + + 5k + + -y�+ t + + rt-- r PICNIC TABLE _ S �+ Po Po°p S -' .:* ... �] ul I + t + + -- BY CANER ❑ ❑ +j +f 1 + + + + +/ + ❑ fes+ fly S+ `-'+ '+ + y D. ❑° S S °P°P _r=r + .rt^A + + r + BLrrCil••IAASTF A • + + f + + + + + + + + +�❑° ❑ o ❑ Pr S `+ } ❑ P P ° -,• �•} + '}�--.•�+ + + �- _ - y RECEPTACLE + _J n ❑ ! ❑ ❑ I� ' �- r 1 A €� ti+ t BY CANER y = + 0 __—_ ------ + + +-�+ + + + + + + + + + + -•+ --r + +- + • + + P1GN1G TABLE + + + + +�`� _ T �.�+•+ r + . + �y BY OWNER J t • + `/ + t iI Y - f}� + " t i-- + {. •-; ■ +�.+ + + - PURPLE ROCK ROSE W Y. a_ 4 = • . >*fYf7RjEED LAWN .I',K�-� t + t t + t + + _-- - 12 Hobe buxlPolio 'Nana' Boxwood Hobe 2 GAL. (AL�.. 3 OPEN 5PACEIPARK 15,120 Sr,.O7 ACRES) r _ �- - �f NA 71 VE MIX ❑ 01 - - - f 24 Ilex crenate Soft Touch Soft Touch Japan. Holly 2 GAL- _ _ � � OPEN SPACE/6REE ELT o HENGH/WASTE INCENSE GFDAR (7,74D SF, .18 AGRFS) 267 Berberis t. 'crimson Pygmy' Crimson Pygmy Barberry 2 GAL- m (n 4 [] 11a P�N rr SCH 01-JLE RECEPTACLE � 673 Nandina dom. Gulf Stream' Gulf Stream Nandfna 3 GAL. 0 123 Gistus purpureus Purple Rock Rose 3 GAL. � � a 0'r OWNER z v Conffer 24 Palystichum setlferum Soft Shield Fern I GAL. = r .�•e� 185 Hemerocallis Daylily I GAL. w 57' IBOL QTY" BC ANICAL NA&W C40WON Nr+UHF � NOTM U) 12 Ghamoocyporis n. 'Pondula' Weeping Alaskan Cedar 7'-S' H7- BtB 15 Ilex crento Sky Pencil' Sky Pencil Jap. Holly I GAL. ~ _ DMId. Trees 2674 Festuca x 'Cool as Ice' Goof as Ice Blue Fescue I GAL, a LL 3 Acer t. x. A. 'Warrenred' Pacific Sunset Maple 2" GAL. Bd B 40 Calocedrus decurrens Incense Cedar 7'-0' HT. 04 B m p P 133 Ponnlsetum alope. `Hameln' Dwarf Fountoln Grass 1 GAL. p °o °v 325 Cotoneoster dam. 'Lowfast' Low Past cotonea5ter I GAL 3' O.G. z -I>- -� 0 0 ir� l5 Sorbus america. DwarFcrown' Red Cascade Mtn. Ash 2" GAL. B,fB 11 rnu�a plicate 'Excelsa' Fxcelsa W. Red Cedar 7'-8' HT. SSB Mix 20C Gaultheria shallon Evergreen Salol I GAL 4' O.G. � 1, (D 8! kli, &I la Florida Sonic Boom' Sonic Boom Nfelgelo 2 GAL. t I GAL 4' O.G. a + + 2OO Arctostaphylos uva-ursi ICinnikinnlck 14 Malus 'Adirondack' Adirondack Crabapple 2" GAL. HHB 5h►■1JEf7b 23 ]hula occidentalis "5mc�ragd' Emerald Green Arb. 5'-E�' HT. B' O.C. 0 41 Rhododendron 'Unique' Unique Rhododendron 3 GAL. + + + 20C r,,•lahonia repens creeping Oregon Grape I GAL 4' O.G- 14 Cornus x 'Rutgan' 5to11ar Pink Dogwood 2" GAL. H$B 58iraea bumalda 'flame' GoldPlame iron 2 GAL. 9�im MIx 200 Juncus effusus SoFt Rush i GAL ZONE I � � � 22 Lavandula angustiFolia English Lavender 2 GAL. W W loo Iris missouriensls Racy Mountain Iris I GAL ZONE 1/2 ♦ i 18 Acer rubrum 'Bowholl' Bowholf Maple 2 GAL. BSB 8 Pferis Japonica 'Variegate' Variegated Jap, Pioris 3 GAL. ] 18 Berberis t. 'Orange Rocket' Orange Rocket Barberry 2 GAL. W / 1 g g y 100 Carex elata 'Bowles Golden' Bowles Golden Sedge I GAL ZONE 213 TAH RAP AGENCY NO. 5O Cornus sang. 'Midwinter Fire' Midwinter Fire Dogwood 3 GAL ZONE 2-4 SB 5 Nys5o 5ylvotica Black Tupelo 2" GAL. B 5 Leucothoe Font. 'Rainbow' Rafnbow Loucothoe 3 GAL. 14 Dophne odors Marginate' Varlgated Winter Daphno 2 GAL. I GAL ZONE 4/5 SHEET: 33 OF 36 - 150 Mahonio repens creeping Oregon Grape E:llandscape121-D�D121-0D61 f! Acer cfrclnatum Vine Maple 2" GAL. Br€B 15 Fscallonia x.e.'Pink Princess' Pink Princess 1Escallonia 3 GAL. 40 Sedum spect. 'Autumn Joy' Autumn Joy 5tonecrop I GAL- INDEX. 21-006 LA.dwg *CONTRACTOR 70 VERIFY OUANTITIES ON PLAN HYDRO5ElED LAWN IN JOB 21-006 o ■II ' �-�� l' * ��� 9. T • /N.57N.LA I IO SPECIFIVA 710N ! T Y OF Y E L M O o o N O �� ' �-VERTICAL DATUM MERIDIAN HORIZONTAL DATUM �- • - a u. ''r a tE = 1. SCARIFY OR OTHERAISE REMOVE ALL EXISTING VEGETATION FROM ALL PLANTING AREAS. FINE �" • i °�;s� . �° • �� �_- GRADE ALL LANDSCAPE BE05 PRIOR TO BARK OR GROUNOCOVER PLACEMENT. } � r + -0 ,•,. WASHINGTON STATE PLANE COORDINATE 0° y m ¢ " i _ _� • 2. NO PLANT SUBSTITUTIONS YHILL BE ACCEPTED NITHOUT PRIOR APPROVAL FROM THE LANDSCAPE SYSTEM NAD 83191, SOUTH ZONE 4602, PER LU __ n - •-JT = - •$ ;t .-:�. _ - ARCHITECT, THE Ok'gNFR, AND THE CITY OF YELM. P R T HPN TCHPN SCALED Ta GROiJND SCALE z z Y ui _ NGVD 29 E C a +`� - X49, c> i �P COORDINATES USING A COMBINED SCALE LU Fw- Q FVRPLE� ROCK ROSE • LU a $ a'd 7, 3. ALL PLANT MATERIAL AND PLANT LOCATIONS SHALL BE APPROVED, AT THE REQUEST OF THE FACTOR OF 1.00007995952. w v o —�K, •' 9~ _ .S LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY YYATERED sV -�'• 4 :�� > r ryC IMMEDIATELY AFTER PLANTING. �w INCENSE CEDAR - SONIC BOOM YiEIGELA y �� • A � :.: 4. 501L MIX FOR BED PREPARATION AND PLANTING BACKFILL SHALL BEA 5ANDY LOAM TOP50IL AMENDED PLANT MATH 30 PERCENT COMPOST CONSISTING OF COMPOSTED STEER MANURE,B105DL1D5, DR MUSHROOM COMPOST. 1 - •: `_ OTHER SOIL MIX PRODUCTS K67 BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO USE. gp,�G. W 57'p Q7'?^' WrANAGIorL NAME COMMON NAME Sim� H NOTM tip- p � 0 � T y�Nc G r a r�Fp 5. SOIL PREPARATION rOR 5HRlJ8 BE05 AND LAWN AREAS: SPREAD TO A MfNIMUM DEPTH OF 3 INCHES N �.P P�� yqi o ,�." CUBIC YARDS PER 1000 5.F j OF SOIL MIX PER NOTE 4, IN ALL GROUNDCOVER AND PLANTING BEDS. ROTOTILL DIeGJd. Trees OpD - {� OR OTHE"15E THOR L6HLY INCORPORATE 50IL MIX TO A 4-5 INCH DEPTH, GRADE SMOOTH, ANO REMOVE ALL -�-- l� - ROCKS AND GLOD5 OVER I INCH DIAMETER. FOLLOWING ACCEPTANCE OF THE 5i1HGRADF, THE LANDSGAPF 3 Acer i. x. A.p. 'Aarrerrred' PaclFic Sunset MQple 2' GAL. B$B a � �'C� 6 ■ CONTRACTOR SHALL PLACE AN ADDITIONAL 3 INCH DEPTH OF COMPOST AMENDED 501. PER NOTE 4. " tp •. _ 15 Sorbus amerrca. Drvarfcrown' Red Cascade Mtn. Ash 2" GAL. E3 F-3 Cly r •: w w w' •1� # r . j `�Q s4 £XP • �� VINE w w w Iw ,w w 6. BACKFILL MIX FOR ALL TREES AND SHRUBS TO BE i/3 EXISTING SITE TOPSOIL AND 213 SOIL MIX �� F 1 - PER NOTE 4. REFER TO PLANS AND DETAILS REGARDfNG INSTALLATION OF PLANT MATERIALS. NSC F •: _ MAPLE 1r Iw 1 w 1 w 1 w 1 wl Cr► + 14 Malas 'Adirondack' Adirondack Crabapple 2" GAL. BSB rn ►it w �w w l +l. w l w V 1 j ` 1 1 "1 ` 7. FERTILIZER FOR ALL PLANTS SHALL BE AGRIFORM 20-10-5, 21 GRAM OR 10 GRAM TABLETS Iv -�_ zi w •+R` ' w w 1 wl w' Iw w Iw +r 14 Cornus x Rutgon' Stellar Pink Dogwood 2 GAL. B B ''�-._., DISTRIBUTED AS FOLLOWS: TREES 4-21 GRAM TABLETS, SHRUBS 2 GAL 51ZE AND LARGER 3-21 "1 BIDRETENTIDN rrrfx " ' * 1 w * GRAM TABLETS, I GAL 51ZE 5HRUE35 1-21 GRAM TABLET, ALL 4" PATS I - 5 GRM TABLET OR RHODODENDRON 1 wl `�`- EQUIVALENT EACH. SET TABLETS DIRECTLY NEXT TO ROOT BALL. GRANULAR E0UIVALENT 16 Acer rubrum 'Borvhall' Bowhall Maple, 2" GAL. B$B !� � ' -SEE PLANT '� � ,a �r p 4 GOLDFLAME 5FiREr4 * '�' I * , w SCHEDULE 1; �''' �* FERTILIZER 15 ACCEPTABLE AITH PRIOR AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. ��yy L.L LOT` I FXGEL5A B. ALL 5HRUf3 AND GROUNDGOVER BEDS SHALL RECEIVE A 2 INCH MINIMUM DEPTH (6 GUBIG YARDS 5 Nyssa 5yivatica Black. Tupelo 2" GAL. BSS '' I 1 TO BE PLANTED ,�, ,� w w ,� ,� 4- ,�, ,� CEDAR PER 1000 S.F. OF HEM-FIR IUM BARK Fl PLANT " POT INTO I MIX PER W DWARF F01JNT.41N GRA55 FDLLOAING 1 � 1 � 1 - � EI"t MED MULG LAN 4 O GROUNDGOVERS I O 5O L E DAYLlLY GRADING OF 1 w +� w - -� r NOTE 5 ABOVE, PLANTS PLANTED IN BARIC MULCH ONLY ARE NOT ACCEPTABLE. 11 Acer circinotum Vine Maple 2" GAL- B$B — Uy 0) BLUE FESCUE DIVISIONS 7/B '� �L'" * - * _ - - � � N w w >,,�• w w- Y �i. APPLY A GRANULAR OR SOLUBLE PRE-EMERGENT HERBICIDE AS APPROVED BY THE LANDSCAPE Conifer ❑ N •' ARCHITECT TO ALL SHRUB AND ROUN12COVER BEDS PRIOR TO DISTRIBUTION OF BARIC MULCH. Thm z 0 W m w w C-• _ �_ 12 Ghamaecyparis n. 'Pendula' YVseping Alaskan Cedar 7'-B' FIT. BSB � ] W � w IO. LAWN AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED 1N A HYDRAULIC APPLICATION BY n > t �n ❑ LOT - _ :. w.,• '- CONVENTIONAL SEEDING EQUIPMENT. SEED SHALL BE A MINIMUM THREE-Y�L4Y MIXTURE OF PERENNIAL - Q RYEGRASS VARIETIES AT A RATE NOT LESS THAN 5 LH5 PER 1000 S.F.. THE LANDSCAPE 4g Galocedrus decurrerrs Incense Cedar 7'-B' HT. BSB O ❑ ARCHITECT SHALL APPROVE MNLGH/FFRTILIZER 7YPE AND RATES PRIOR TO APPLICATION. WATER N TURF AREAS A17HIN I HOUR OF APPLICATION. II Thuja plicates 'Excelsa' Excelso W. Rod Cedar 7'-6' FIT. B-$B uj C II. ALL kNORK SHALL BE PERFORMED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND r Q] 3 i'•'. _ '-" 5hrUbB 0 23 Thuja occidentolls. "5maragd' Emerald Green Arb. 5'-6' HT. 3' O.G. Q U. OANER. ALL PLANTS SHALL BE GUARANTEED FOR DNF FULL YEAR FROM DATE OF ACCEPTANCE. LOT '`' r o _ . • r . ��- ALL REPLACEMENTS SHALL BE RE-GUARANTEED FOR ANOTHER FULL YEAR FROM DATE OF Z C .-:� • s _ INSTALLATION. THE OANER IS RESPONSIBLE FOR MAINTAINING ALL PLANTS IN A HEALTHY GROWING 1. Idflame Irea 2 GAL. Q Q 0) a ,n i• Q :� 55 Sp+raea bumolda Goldflame Go Sp 0 a C) E CONDITION FOR THE LIFE OF THE PROJECT, 00 N 4 6 Pieris japonica 'Varlegata' Variegated Jap. Plerls 3 GAL- >�J r Leucothoe Pont. 'Rainbow' Rainbow Leucothoe 3 GAL. U) Q 2 •'L " _ _ ' • . .s iJ- •• Y ' Ser ,.•,• �l I� 0 2' BARK Mt4-CH �'I"" ` IJJ r ❑ PlATERIN & BASIN BERM LOT 4 18 Escollonia x.e.'Pirrk Princess' Pink Princess Escallonla 3 GAL. j/�{ W 47 r '1 1 _ _ - • : •- ; _ 3 ��+�: FEerrL.rnM rABLET� 2-6• DVF'TH '� Z M PREPAREO BACKFILL ) 2 GAL OR LAM&M (I) I &A4- +n J • . +. Y .. • z .. _ _ MIX. WATER i TAMP TO V O errrevs AIR PGCJCETS �A1t I• a rl ?J3 63 Nandino dom. Gulf Stream' GuI F Stream Nondina 3 GAL. W f z ', - • • . • _ � rc j NATIVE SOIL �b IN PLANT7N5 HOLE_ I�•fOVE F15l.A455 DR TfFEATEL7 BURLAP W fir. IBB Hemerocollls Da lf1 I GAL. yy ti � _ - .. , . A _ -. •� PL.4N17Nb PIT SHALL BE A MIMIMfA-! OF TWICE THE ROOT BIALJ_ WIDTH AND ry TWCE THE ROOT BALD_ DEPTH PLANi1�16 MrAL 264 Festuca x 'Gaol os ice' Cool as Ice Blue Fescue I GAL. LOT 5 _ H r5DR05EED DETENTION - raO 710GAi s 1 POND - SEE GRASS NOTE .�� , �¢, 133 Pennisatum Slope. 'Hameln' DrvorF Fountain Grass I GAL. SEE PLANT LIST FOR � y r � PF>fJFL-T7 SPACING YYelgela Florida 'Sank Boom' Sonic Boom Aelgela 2 GAL. BARK "A r-H LSi CV l - •C'•' • _ ti 1 ti = ' 1 -- • Y a _-�Ex15rrNs 0 41 Rhododendron Unique Unique Rhododendron 3 GAL. ¢ In ° FGARrFr SIM OF y L ;[� i 7 HOLE 4 ROOTBAL.L \0)22 Lavandula angustffalia English Lavender 2 GAL- L OT 6AMED G SOIL \—NA77VE—I F- SOIL () } 1B ❑'- 9 ❑ •• - - - _ - :Y - -fir"''r BerEaeriS t. Orange Racket' Grange Rocket Barberry 2 GAL. w AL. PLANT ❑ ❑ ,-` o-. - - - - . • _ - PER ' •• 4 LLS THAN I GAL. 1 GAL_ GGNTAIN6Q a LAR682 � Q + + - t 4 . _ : ` ' (M-ANTED Arise NLIL w (PLAArm SORE ,�.U." + 14 Daphne odora 'Marginato` Vorfgated Winter Daphne 2 GAL. � v + - - � U + + 1 _ _ - - - TO BE PLANTED _ ', ..: i �' INSTALLATION FOLLOWING mA� 40 Sedum spec t. 'Autumn Joy' Autumn Joy Storrecrop l GAL. c� ++ OF +GRADING OF * _ LOI DI V151ONS 7/B, 12 Flsbe buxlFal is 'Nana' Boxwood Hobo 2 GAL. _ :1' ® GON77NXXr-3 OUTER ROW x FST ON CENTS VJ 215 x P»T SETSAGIC F Z*4 E06E 0PLA, TMNS BEr, V J TIRIANSULAR SPACINS, INSIM BEV 24 Ilex crenoto 'Soft Touch' Soft Touch -Japan. Holl 2 GAL. } �� +, : • 1w kv LL ® 0 26 Berberis t. 'Crimson Pygmy' Crimson Pygmy Barberry 2 GAL. ® W&E OF PLAN77NS BED ~~ e•• ti ® LANEVCAM ...-,,._ _. . _ _ �v '� Lo NT�LL4TOY DETAILS 123 Cfstus urpureus Purple Rock Rose 3 GAL. < Le W _ ® % �������/ �� 24 Po! gtfchum setfferum U c7 Os y Soft Shield Fern I GAL. W ®i® ''rr z Q A•�••I r _. • ' : ` - j I& I lex crenta 'sky Pencil' Sky Pencil Jap. Holly I GAL. � a� r ` x 213 X `- E06E OF PL.ANrN6 OED I ,� c5`� X • ..j— PLANT SPACING x FPRL E DAMA6ID TWI&S z _ `• RSI 15 A PLANT P u c e❑ D. p N AFTER PTI LANNG s.- » y' Y 1_ P P P pr DBSRA0 r T�e y s �_ o'PPPI'P 325 GotoReaSter dam_ 'Lowfast' Lo1�rFast cotonea5ter I GAL 3' O-G- j i j W ❑ PLANT 5Pr+►G1NcS DET,�IL W z - NOT TO SCALE NaflYre MIX J a r ,-A5rs1� ry srA,cE PLS 1N vElerrr.AL Pas+nv�+ �� I • _ -'� 1 s,'' _: - - • - •• - _. '� 20O Gauftherfa shallop Evergreen Salal I GAL �F' O.G. W r^ a t _ 1 GAL �F' O.C. }. V! 2 (2J 2"x2'JCb'WOOD TRS STAKL�5 ?'$" 1�H TQ 1YITNIN'J` OF TR[J!•HC yz t + + TRS WRAJ': rtlRAP TO BarTori i- s• 5AWjER FOR WATERINEr ti - : y -- _ • - - z - ++++++ 20D Arctostaphylos uva-urs! 1Clnniklnnrck OF BRAIJGi#'-..a,• TO R&4A1N SHE ML+LGI•+ a,:z LAM � pi.ah r ..�." . � - ti - . _, - - •• - ' - _. .. .. .: � = ". � • ' 200 Mahonla repens Creeping Oregon Grape I GAL 4' O.G. UJ w z . 'FINI5H GRADE ti ; , _ .n PRE-PARER BACKFILLAHI ! . F� BLACK TOP ars OF BILRL P _ •; � `.. z . - - - _ ,�� �tV BiDI'C�r�IO� M17r 2p4 JunGUS eFfu5u5 Soft Rush 1 GAL ZONE I � V ,` O 2r3 Ex. Sart AND !/501 MIX REMOVE ALL 57RrNG AND WIRE s .I - _ . I �i- ., j N 5COIRE ROOTBAL� +� Nor> �� 2r Ara a&»r1or�-► }- 100 Iris mfssourisn5is Rocky -fountain Iris J z I' : ; I GAL ZONE 1/2 FERrLIZER TAgk-ET5 1 , I GAL m ❑ j _- - ^� IOO Carex elates 'Bowles Golden Bowles Golden Sedge ZONE 2/3 RZi•?Cl✓E TREA TED OR SYNTFIE77G _ r_ r F KIEEEIMAp GOI•�PLL MOI INTO 21ST A MIN OF 12• Cornus sari Midwinter Fire' Midwinter F1re Dogwood 3 GAL ZONE 2-4 S~yLLI rCP RGi�7EiALi MOIST ANp INTO I1D15Ti/RSED NATIVE SdIL- s y - PROM- 5-T=7 PRIOR TO PLANTIN5 y is 50 g r l GAL ZONE 4/5 iY SET RCVOTSALL ON �rvI57L7¢BE37 ► ' ', -� 15O Mahonia repens Creeping Oregon Grape p I•tLv cry OF RGI7TBAL.L AT MIN. 2x BALL DIA. .. , • ... t OR .b5T ABOVE FINr5HEV &RAVE OR S WH►cr�vER 4°e �!-i b ,. .. -.. � . 1 •_. _ _ ❑ g Is 64CEATE 7"P= PLANTING DETAIL- - I _ _ I lI HYDROSFED LAWN W�GONTaAGTDR To VERFY GANrrriEs oN PLAN r r 0. = _ o y z BI00EtyRA1DABLE TREE TTE PAssm ARCK#V TRLN r2'-9' + w s.cf+ rd WITHIN 9' of rlQaawE GRASS NOTE: r-A�sr ro STAKE 2' BE PLANTED I �. 0 «J 2x7"x6' MOOD s• r CER FOR MATERIN6 FOLLOWING GRADING �� � � �. THE TREATMENT INFILTRATION BASIN SHALL BE SEEDED OR SODDED STAKES AT A *P9WX.. 112 OF L21VI51ONS 7/B WITH A SEED MIXTURE SUITABLE FOR WET CONDITIONS- THE FOLLOWING Q TO 1/5 I EISNT OF TREE �, }r•OR EQUIVALENT MIXTURE MAY BE USED: PEEL SACK TOP 215 OF B6IRLAP � � TALL FESCUF 40% � EJ(�I � 1/5 SOIL MIX 4 SCOREROO S L ANOPP+T?tALLr l } KENTUCKY BLUEGRASS 15°I° J (4% 2I GRAM A6RrFORM MATMIv f ~ r r N PERENNIAL RYF 30°/° ♦ or NOTESRE24 VE TREA= OR SYNTHETICT Fa4rL12Li¢ TABLETS `�" 1 PT C H E W I N GS FESCUE 15°/° BL>feLaP COMP -11. INTO STAKES A MIN. r2•p�f-�? ,: ., APPLICATION SHALL BE 120 Ibs1ACRE. IN ADDITION, 500 Ibs/ACRE OF KEEP R�TBALL Marsr AND INTO LA�irsTu�v NATIVE salt i AGENCY N O. P'ROTEr-TEP PRIOR To PLANTING t- IN. 2x BALL VIA. SET RGYJTEiALL ON f5 10-20-20 FERTILIZER, 200 Ibs1ACRE MULCH, AND 40 lbs/ACRE SOIL HOLO cr�av�I OF RaOraA! L AT -- OR 5' WHIcrr�R SHEET 34 O F 36 OIL O C4 OM O FIN15ITED 6 AT I5'�'4� � 20 10 Q 2 STABILIZER SHALL BE APPLIED WITH THE SEED MIXTURE. E' SCALE: Z - uandscape121-000121-0061 -- ��- 2Q� INDEX: 21-00wg WNIFOROM TEFF PLANTfi1S DEIL TA■ JOB- 21-006 ♦ N -7- •77 til, A I 1✓ 1NI I IN ■.1 20 10 0 20 40 1 SCALE: 1"= 20' f m �� W p SyI L1(DJ�L4[[I�jry 1 _ nw pyy U' S5 czk FIN e S. o_ V+ _� • a 1 LC S, ' — ss BLVP ss • bpOQAG a .��� ~`�3 _ .. _ - :' - ° ° t• P 6Q • A 1c/ 1 03 0 , -s - - n -o ❑ : V ' 464 d O 1 , n�aa�; •-� mss _ aa. m �1� a Ad�' ~Sp��ss ~-'s_l`$ _ _ - a hod 0 64 �c - W 10 N a Awa : vn a s • d ~ 's��ss ` � INSTALL DaftE GSC _mssaQ n* °ra o� • d . a •�A� A �� , 1 - C) I ] 6 •a S . e + Qy r o v•64 r a a LL 50^4 ~ c$ s - VALVE �OM P _ SS Ss S5 - - ❑ 6d i d ° Q • r ad � ° + n ALJ ' ' ' f C7tr gip' °a�°q ° . a ' ; . so _ _ SEE DETAIL SI$7 96 $' "'� p c`; b " . d a Q N c u • e + 4 1NlAJAPE afiCIC CAOLF .ER FOR - - a o Gp o ° o ' +� �4 4 .] OA W coT - 9 •d + r • ° • d ti y4Q` • •e a 4 baa� * 4 r 6 L.n ' �_ . - _ �4f �+�I"r r �. + , a • a e.7va:y T ` tl J gcY • $� _ 4 o I " r rIn IRRr6A7ON MATER SERVICE • .fl a 0 4 c l O,�Fj �y ' 1■ j a - / fir.. a4• • e " V o �g - ' �� �V, ❑ ' •r _ � DETAIL �G 1 m. ID 0 3'03 d � -' Q ...j: �. 3OZ 3�2 Q Q 3 _ IL 3.0513 3.03 �, c c __ _ �� i � - _ ❑s �� = DR1P3 O2l) 12.4 : y • .. Ir Q 3.o5 raRIP z a �.. 1 3-p5B I x�x '1 rl LO o 3.02 3.02 3Q 1 Q�� q 3.03 3.02 3.02 r i$ 3.o5 �� .f +� 3.02B 3-02B 3.02 y 0 0 3- p5A 3.03 + J 3.02 1 w r� q ► 3.05 = i-.... r t B 3 •p2 3.028 8.I O :�. : , - �� 1 - z i,,y 3.058 :�' •' � a I ,�..• "-. 1 3.02 ,. 3.02 F— [� _ 3.02 ► • • s z W 2 �+ _ — w �- 3.02 3.02 : ' 3-Q $ V 7-9 nrP rr — �, _ 1 ." clQ\ '.. DRIP s 11.4 02°' 3.02 i ` I � t 4 r 6 ,♦ S T b• 3.0 028— r t'► INSTALL IRRI49ATION 24 STATION - �- ..s - - - -�r`` - _ .. 4 CONTROLLER AS OIRECTEU. IIDV EV s` 5 ^� - r r �. ' ; POPVER SUPPLY BY ELECTRICAL 7 • ° — — i � S r ► _ -{ SUHGONTRACTOR — i cli i aS SLEEVE 11/2' MAINILIW, TIP. ; • '" : ' .• • ee Opp j 5 _ 1 S lir ,,. 4' SLEEVE w S y }Of s 46 SLEEVE - r — _ ♦co 14 6, SLEEVE 00, -- s Lu OD dl '� t •-����' 1 .• .. •��'r ._ rrrr` _ ,_ _- � •—— r r - — W � Z 1Ld z T+ 1•'.' U) 0 OEM L• + ' L i _ M �_ '-t I V2' MAINLINE, rrP. �.., z - - —---—- - m ,Q o - d [} w U) 0 0 a I � W - W o 0 0 0 0- D a i i � 1 AGENCY NO. SHEET: 35 OF 36 E: Va ndsca pe121-000121-0061 INDEX: 21-008 LA.dwg - ■ JOB: 21-006 J 1* � CITY OF YELM a ,_, N H VERTICAL DATUM MERIDIAN HORIZONTAL DATUM N r WASHINGTON STATE PLANE COORDINATE } 00 �w m � j ¢ _ > SYSTEM NAD 83191, SOUTH ZONE 4602, PER NGVD 29 PER TCHPN TCHPN, SCALED TO GROUND SCALE z z Y iii COORDINATES USING A COMBINED SCALE 0 W Q H� FACTOR OF 1.40007995952. W U ¢o N P� Y r 20 10 0 20 40 1 SCALE: 1"= 20' f m �� W p SyI L1(DJ�L4[[I�jry 1 _ nw pyy U' S5 czk FIN e S. o_ V+ _� • a 1 LC S, ' — ss BLVP ss • bpOQAG a .��� ~`�3 _ .. _ - :' - ° ° t• P 6Q • A 1c/ 1 03 0 , -s - - n -o ❑ : V ' 464 d O 1 , n�aa�; •-� mss _ aa. m �1� a Ad�' ~Sp��ss ~-'s_l`$ _ _ - a hod 0 64 �c - W 10 N a Awa : vn a s • d ~ 's��ss ` � INSTALL DaftE GSC _mssaQ n* °ra o� • d . a •�A� A �� , 1 - C) I ] 6 •a S . e + Qy r o v•64 r a a LL 50^4 ~ c$ s - VALVE �OM P _ SS Ss S5 - - ❑ 6d i d ° Q • r ad � ° + n ALJ ' ' ' f C7tr gip' °a�°q ° . a ' ; . so _ _ SEE DETAIL SI$7 96 $' "'� p c`; b " . d a Q N c u • e + 4 1NlAJAPE afiCIC CAOLF .ER FOR - - a o Gp o ° o ' +� �4 4 .] OA W coT - 9 •d + r • ° • d ti y4Q` • •e a 4 baa� * 4 r 6 L.n ' �_ . - _ �4f �+�I"r r �. + , a • a e.7va:y T ` tl J gcY • $� _ 4 o I " r rIn IRRr6A7ON MATER SERVICE • .fl a 0 4 c l O,�Fj �y ' 1■ j a - / fir.. a4• • e " V o �g - ' �� �V, ❑ ' •r _ � DETAIL �G 1 m. ID 0 3'03 d � -' Q ...j: �. 3OZ 3�2 Q Q 3 _ IL 3.0513 3.03 �, c c __ _ �� i � - _ ❑s �� = DR1P3 O2l) 12.4 : y • .. Ir Q 3.o5 raRIP z a �.. 1 3-p5B I x�x '1 rl LO o 3.02 3.02 3Q 1 Q�� q 3.03 3.02 3.02 r i$ 3.o5 �� .f +� 3.02B 3-02B 3.02 y 0 0 3- p5A 3.03 + J 3.02 1 w r� q ► 3.05 = i-.... r t B 3 •p2 3.028 8.I O :�. : , - �� 1 - z i,,y 3.058 :�' •' � a I ,�..• "-. 1 3.02 ,. 3.02 F— [� _ 3.02 ► • • s z W 2 �+ _ — w �- 3.02 3.02 : ' 3-Q $ V 7-9 nrP rr — �, _ 1 ." clQ\ '.. DRIP s 11.4 02°' 3.02 i ` I � t 4 r 6 ,♦ S T b• 3.0 028— r t'► INSTALL IRRI49ATION 24 STATION - �- ..s - - - -�r`` - _ .. 4 CONTROLLER AS OIRECTEU. IIDV EV s` 5 ^� - r r �. ' ; POPVER SUPPLY BY ELECTRICAL 7 • ° — — i � S r ► _ -{ SUHGONTRACTOR — i cli i aS SLEEVE 11/2' MAINILIW, TIP. ; • '" : ' .• • ee Opp j 5 _ 1 S lir ,,. 4' SLEEVE w S y }Of s 46 SLEEVE - r — _ ♦co 14 6, SLEEVE 00, -- s Lu OD dl '� t •-����' 1 .• .. •��'r ._ rrrr` _ ,_ _- � •—— r r - — W � Z 1Ld z T+ 1•'.' U) 0 OEM L• + ' L i _ M �_ '-t I V2' MAINLINE, rrP. �.., z - - —---—- - m ,Q o - d [} w U) 0 0 a I � W - W o 0 0 0 0- D a i i � 1 AGENCY NO. SHEET: 35 OF 36 E: Va ndsca pe121-000121-0061 INDEX: 21-008 LA.dwg - ■ JOB: 21-006 J 4# 00 a rn � m 0 rn.- rn c]� ' LV 1 Z 1 � - -77 ' LOT IRRI&AWN INS7AdJ. WN DETAILS 2 IN. FINISH GRADE I WALK DR CURB PDP --UP (2" - 6') SPRINKLERS AND POP-UP IMPACT 5PRINKLER5 (2) MARLEX BARBED ELS AT HEAD USE TEFLON TAPE ON ALL THREADED CONNECTIONS 1/2" POLY TUBE MINIMIZE BENDS MARLEX 910 STREET ELL LATERA` LINE F1771N6 POP UP SPRINKLER ok96ElHslr NOT TO SCALE FINISH GRADE �y 10" ROUND VALVE BO SEF SPECS. YV/P SPL I GF CONNECTOR_ -i, SECURE LOOM WITH ZIP TIE FOR BRANCH/N& DECODER PAIR PRI=s MA1NL INF DECODER BRANCH LINE TAISTEV PAIR CONTINUES AT MAINLINE PrPE TWISTED PAIR DECODER AI INSTALL 4" DEPTH DRAIN Gjvr-iz- ,74VRE SRMC.N LINE C.d;NNEG77DN NOT TO SCALE GAP FILL PYTI-I SEALANT CRIMP SLEEVE USE RECOMMENDED TOOL BODY 0•_� TYPICAL. P41RE CoONNECT ON NOT TO SCALE FINISH GRADE VALVE BOX, SEE SPECS. pl/� J 11 THREADED PVC MALE NIPPLE ADAPTER r PVC, UNIONS PRESSURE LATERAL MAINLINE LINE FITTING GLUED NIPPLE LOA VOLTAGE AIRES I CU. FT. DRAIN GRAVEL COMMON GROUND CONTINUES AT MAINLINE PIPE ELECPVC WNiRaL VALVE NOT TO SCALE 112" J -BOX ANZ7 1/2" 5GH. 80 CONDUIT FOR 120V YYALL MOUNT CONTROLLER IN5112E REG. BLDG. MECH. ROOM PER MANUFACTURERS OIREGTION5 MOUNTING HEIGHT= 54"-72" COORDINATE LOCATION AITH ELECTRICAL SUBCONTRACTOR [� SGH 60 PVC F. 7' A. 56H 40 PVG CONDUIT FOR LOA VOLT AIRES + P1 PF CLAMPS PER N.E.G. OR LOCAL CODE I20V SUPPLY Br OTHERS GONTRQLLER - i'1 Q.L MOUNT DETNL NOT To SCALE 20 10 0 CAL 1" = 20' LATERAL LINE PIPE SIZE SPEC /FICA TIONS: PVC LATERAL SE&MEN75 SHALL BF SIZED BY CONTRACTOR DURING INSTALLATION SUCH THAT THE FLOW SHALL NOT EXCEED 4 FEET PER 7 i64 SECOND, OR THE FOLLOWING &ALLON5 PFR M1 NUTS: N tl CL.2CO 31ZE MAX G.P.M U]AO 3/4" 6 m N In co 1 14 FLOW (GPM) 6.4 1114- 22 I 1/2" 28 azc ZONE NO. X SPARE ZONE - ° FOR EX. L5 1 " 2" 45 VALVE VE 51ZE f VALVE CHART Q p ZONE 512E FLOW DESCRIPTION I I.O" - DRIP, BUILDING A 2 1.0" 12.0 LAWN ROTORS, BUILDING A 3 1.0" 6.6 SHRUB SPRAYS, PLANTER STRIP 4 1.0" - DRIP, BUILDING B 51.0" 7.3 LAWN SPRAYS, BUILDING B 6 I.0" 11.4 LAAN SPRAYS, ,BUILDINGS B d G 7 1.0" - DRIP BUILDING G 8 1.0" 8.1 LAWN SPRAYS, BUILDING G $ D q r.0" 16.0 LAWN ROTORS, BUILDING G .0 D 10 1.0" - DRIP BUILDING D II 1.0" 12.4 SHRUB SPRAYS, PLANTER STRIP 12 I.O" 6.2 LAWN SPRAYS, PLANTER STRIP 0 1.0" 14.7 SHRUBS SPRAYS 14 1.5" 20.0 LAWN ROTORS 15 1.5" 20.0 SHRUB SPRA r5 16 1.001 4.6 LAWN 3PRAY5, PLANTER STRIP 17 1.0" q.3 SHRUB SPRArS 18 1.0" q.2 SHRUB SPRAYS Iq 1.0" 11.6 LAAN SPRAYS, BUILDING I 20 f.0" 5.4 SHRUB SPRAYS, FRONTAGE 21 1.0" 12.0 SHRUB ROTORS, 31ORETENTION OR IIP ZONE -15 DRIP ZONF5 SHALL UTILIZE HUNTER PLD-SLNK (17MM NON -PERFORATED) POLY 015TRIBUTION TUBING (OR APPROVED EQUAL) FEEDING ALL PLANTS IN THE SHRUB AREA WITH INDIVIDUAL EMITTERS; EACH I GALLON SIZE SHRUB SHALL HAVE ONE (1) 0.5 GPH EMITTER, EACH 2 GALLON OR LARGER SHRUB SHALL HAVE ONE 0) 1.o GPH EMITTER, AND ALL TREES SHALL HAVE TYgO (2) 2.0 GPH EMITTERS. CONTRACTOR SHALL SUBMIT EQUIPMENT LIST AND FOR APPROVAL PRIOR TO CONSTRUCTION. 20 40 IRR1 AT ON INSTALLATION NOMS 1, THIS PLAN IS DIAGRAMMATIC. ALL PIPING, VALVES, HEADS, ETC. SHALL BE INSTALLED IN COMMON TRENCHES WHERE POSSIBLE. THE IRRIGATION CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN COMPLETE COVERAGE AND PROPER OPERATION WITHIN THE SYSTEM PARAMETERS. AOJU5T LOCATION OF HEADS, ARCS, AND RADIUS AS NECESSARY. 2. TH15 SYSTEM 15 DESIGNED TO BE SERVED FROM A NEA I" IRRIGATION METER, GROSS CONTAMINATION PREVENTION DEVICE(5)SHALL BE INSTALLED. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE OPERATING PRESSURE AT THE POINT OF CONNECTION. ALL LATERALS AND MAINLINES SHALL SLOPE TO DRAIN LOCATION(S) AHERE INDICATED. 3, REFER TO DETAIL DRAWINGS FOR INSTALLATION AND FURTHER SPECIFICATIONS. IF DETAIL NOT PROVIDED, CONTRACTOR SHALL USE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. 4. ALL MAINLINE PIPES SHALL BE PRESSURE TESTED PRIOR TO BACKFILL. PRESSURE 7E5T SHALL BF AT MAXIMUM LINE PRESSURE HELD FOR I HOUR WITH LESS THAN 5 PERCENT PRESSURE LOSS, OR 100 P51 FOR 15 MINUTES WITH LESS THAN 5% STATIC PRE55URE LOSS. 5. BACKFILL AROUND MAINLINES AND LATERALS SHALL OE FREE OR ROCKS AND DEBRIS. PIPE BEDDING MATERIAL SHALL Bl~ SAND OR FINE SOILS AITH NO ROCKS LARGER THAN I INCH. 6. NO IN-LINE AIRF SPLICES RILL BE ALLOAED. SUPPLY VALVE BOXES (AMETEK, CARSON, OR EQUAL 12" STANDARD) AT COMMON VALVE LOCATIONS. CONTROL WIRE5 5HALL BE BUNDLED AND TAPED TO MAIN EVERY 20 FEET. RUN W1RE5 IN COMMON TRENCH. USE ONLY AATERPROOF CONNECTORS AS SPECIFIED AT VALVE CONNECTIONS. 7. CONTRACTOR SHALL PROVIDE SLEEVES IN LOCA7ION5 SHOWN. SLEEVE DEPTH SHALL BF 24 INCHES 13 LOA FINISH GRADE, AND EXTEND BEYOND CURB OR EDGE OF PAVEMENT A MINIMUM OF 12 INCHES. SEF SPECS FOR SLEEVE TYPE. TAPE ENDS OF SLEEVES TO BE USED FOR FUTURE PIPES, AND PROVIDE MARKER POST. 6. CONTRACTOR SHALL PROVIDE OANER WITH A SET OF "A5 -BUILT" RECORD DRAWINGS SHOWING ACTUAL LOCATIONS OF ALL SPRINKLER SYSTEM EQUIPMENT, INCLUDING THE VALVE NUMBERS CORRESPONDING TO CONTROLLER ZONES. LOCATION OF DRIP LINE5 DO NOT HAVE TO BE LOCATED ON A5 -BUILT PLAN. CONTRACTOR SHALL ORIENT CANER A17H COMPLETE SYSTEM OPERATION AND MAINTENANCE PROCEDURES. 4. CONTRACTOR SHALL GUARANTEE IN WRITING ALL MATERIALS AND AORKMANSHIP FOR ONE FULL YEAR FOLLOWING FINAL ACCEPTANCE OF SYSTEM INSTALLATION. IRR/6A TION PARTS SPECjFICA77ONS MFR/PART NO. DE5GRIP7ION1INS7ALLATION FEBCO B5OU DOUBLE CHECK VALVE BACKFLOW ASSEMBLY, 1 114" SIZE INSTALL AITH (1) GALVANIZED UNION AND JUMBO VALVE BOX HUNTER PHG-24 SOLID STATE ELECTRONIC CONTROLLER. 24 STATION CAPACITY AITH AI -FI CONNECTION AND EXTERNAL TRANSFORMER. HALL MOUNT ON BUILDING HALL AS SHORN. ROUTE ALL LOW VOLT AIRES IN CONDUIT PER N.E.C. REQUIREMENT5- HUNTER PGV SERIES ELECTRIC REMOTE CONTROL GLOBE VALVES, PGV-151-DG INSTALLED A1TH (1) PVC UNION (LATERAL S1D>=), DG LATCHING SOLENOID, AND VALVE SOX (USF COMMON BOXES AHERE 905513LE). SFE INSTALLATION DETAIL DRIP ZONE KIT- I" GLOBE VALVE AITH I" HYIOO FILTER SYSTEM AND MAINLINES LA TFRAL S - _ - -- SLEEVES Ir• ANI qlop CHAMPION 20085-150 CHAMPION aCV-IOOVL HEADS / NOZZLES HUNTER PROS -06 -GV MPIOOO MP 2000 PRESSURE MAINLINE AND LATERALS SHALL SF GLASS 200 PVC, SOLVENT AFLDED. TEFLON TAPE ALL THREADED JOINTS. BURY DEPTH: MAINS=18 INCHES, LATERALS= 12 INCHES MIN. SEE NOTES Bl=LOW FOR PIPE BEDDING. SLEEVES SHALL SE 5CH, 60 PVC WITH A MINIMUM COVER OF 24 INCHES. SIZE PFR PLAN (MIN. 4') SEE NOTES FOR SLEEVE INSTALLATION, LOW VOLT WIRING SHALL BE 14 GA. 51NOLE 5TRAN51 UF/UL LISTED. AH1TE=COMMON, RED=5I6NAL. NO IN-LINE SPLIGE5, SPLICE AT VALVES AITH 3M WEATHER PROOF CONNECTORS OR APPROVED EQUAL. INSTALL (1) EXTRA COMMON AND (1) SPARE 516NAL AIRE To MAINLINE TERMINUS. BRA55 MANUAL DRAIN VALVE WITH 6" ROUND BOX ACCESS, INSTALL AT ALL MAINLINE LOW POINTS BRASS QUICK COUPLER VALVE, SINGLE LUG WITH LOOKING COVER. PROVIDE (1) KEY AITH HOSE 5AIVEL. INSTALL WTIH 3/4" RESAR POST AND SGREA CLAMPS ON KING TRIPLE SA1NG JT. HUNTER PRO -SPRAY 6" POP UP SPRAY HEADS W17H CHECK VALVES AND PLASTIC NOZZLES. INSTALL ALL SPRAY HEADS ON (2) MARLEX BARBED ELBOWS AND 12" TO 18" FLEXIBLE POLYETHYLENE PIPE SWING JOINT. RAD MP ROTATOR 6' - 15' - ADJUST ARG To FIT 14 MP ROTATOR 13'- 21'- ADJUST ARG TO FIT !4 MPS3530 SERIFS MPR SIDE STRIP NOZZELS, ADJUST DIFFUSER TD FIT 5x3O MPLC5515 MP LEFT STRIP 5xI5 MPRCS515 MP RIGHT STRIP 5xI5 HUNTER PGP-ADJ-.2.0 PGP SERIES ROTOR WITH BLUE LOA GAL NOZZLE. INSTALL 3-4 ON (2) MARLEX BARBED ELBOWS AND 12" To 16" FLEXIBLE POLYETHYLENE PIPE 5AIN65 JOINT. HUNTER ICZ-101-40 HUNTER DRIP LINE PLD-BLNK NCT SHOWN HUNTER PLD -ARV GPM .42 .77 .44 .22 .22 2.0 Nom, 40 40 40 45 DRIP ZONE KIT - I" GLOBE VALVE WITH 1 " HY100 FILTER SYSTEM AND 40 PSI REGULATOR. IN LINE DRIP TUBING WITH No EMr7TER5. MAX LINE LENGTH = 450' AT 40 PSI. ADD EMITTERS PER DRIP ZONE NOTE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. DRIP NPT/AIR VACUUM RELIEF VALVE ON MANIFOLD. INSTALL PER MFR. REG. CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83191, SOUTH ZONE 4602, PER NGVD 29 PER TCHPN TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1,00007995952- 3 � 3' ° • 0 0 ;a • •d s' TOP VIEW EXISTING RESILJENT SEATED GROUND TEST COCKS 6' MIN- SHUTOFF VALVES I _� 3' (4 RE46.) 8' MAX. �(2 Rf4'D_) i "UNIONS (2 REO'p_ I NO GALVANIZED PIPE 6' MIN. ON INLET SIDE OF PLASTIC OR CEMENT s a ASSEMBLY. SIDE VIEW 4�7 (METER BOX V� 1��/O°[�/ o� e°` �' 070�ac�v�W�'�'V.''�u q90►°+a�p [p, ❑$N° 8°❑ ,�� oo (BELOW ROUND INSTALLATION} GRAVE 12' MIN. NOTE: ALL ITEMS SHALL COMPLY WITH THE FOLLOW NG. - APPROVED DOUBLE CHECK VALVE ASSE49LY SHALL LAY HORIZONTAL WITH GROUND - DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. - THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACK FLOW PREVENTER - NO GALVANIZED PIPE BEFORE ASSEMBLY - THE DCVA MAY BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES ARE MET. - DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. - VALVE SHALL BE PROTECTED FROM FREEZING CONDITIONS. - THE BACK FLOW ASSEMBLY SHALE BE A CURRENT WASHINGTON STATE DEPT. HEALTH APPROVED MODEL - A PLUMBING PERMIT IS REQUIRED, CITY OF YELM APPROVED SY DWG, N0. DOUBLE CHECK VALVE jfJ PUSUC WORKS DIRECTOR DATE 4-16 ASSEMBLY T AND SMALLER ID" MKD l'W%KD r",EG DA' 2/2016 24" I METER BOX I ,_ l� It3' I SINGLE METER Bax PLACEMENT 12• MAX. PROPERTY 2% SLOPE TO BOX UNE 124' TO EDGE OF BOX J ti ■ a 12' 12" 1" 2 PIPE 1� P -E- PIPE 24" METER BOX -- -- METER BOX CENTERED PROPERTY ON EXTENDED LOT LINE UNE DUAL METER BOX �¶ PLACEMENT 11 2% SLOPE TO BOX 424- TO EDGE OF BOX 12' low � Y P J 1" 200 PSI $ 12" P.E. PIPEa 12' 4 CITY OF YELM APPROVED BY DWG- NO. TYPICAL METER PLACEMENT VIII PUBLIC WORKS DIRECTOR DATE DATE SIDEWALK I�IdKD f NN14KD KD ]EG 12/2016 1% AO W ❑ ❑ ❑ Q 7 i64 � IN Z N tl U]AO T m N In co Q ❑ w m o azc = z C7 z U LL Zorn r!1 � Q p U Q ❑ U � <JI L z w J �°,a L0 ry O �V 0 1�j f ti� �`r�p 54 fXP 1ANDsc : Q f ♦ lard ^ 2,1 J � 1 ♦ 04 LLI � Lorn 0 z LLI 2 2 2 O 0 v] U UJ x U ti l nIs CID 0) r Q W� W LI.I al o J m Q 0 2 I� Q 0� J J 1 H Lu w 0 z 0 z r` fA z 0 I -- r) M r4 z 0 r 0 w LL c r w cn U, m LL z ❑ 0 a � r AGENCY NO - SHEET: 36 OF 36 E 1[a ndscapeA21-OOW i -0061 INDEX: 21-006 LA.CIwg � JOB: 21-00fi _ J♦ � W UJ 0 � IN Z W > W W � U]AO N In co o azc `Wrn r Q} c Q Zorn LJ N r o t, <JI L z W r 0 0 w z rn m m Z W J W � 2 ♦ 04 LLI � Lorn 0 z LLI 2 2 2 O 0 v] U UJ x U ti l nIs CID 0) r Q W� W LI.I al o J m Q 0 2 I� Q 0� J J 1 H Lu w 0 z 0 z r` fA z 0 I -- r) M r4 z 0 r 0 w LL c r w cn U, m LL z ❑ 0 a � r AGENCY NO - SHEET: 36 OF 36 E 1[a ndscapeA21-OOW i -0061 INDEX: 21-006 LA.CIwg � JOB: 21-00fi _ J♦ �