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08-26-21 Tahoma Terra Phase 2 Div.3 21-006TAHOMA TERRA PHASE 11- DIV. 3 MF PROJECT PROPONENT TAHOMA TERRA HOLDINGS, LLC PO BOX 73790 14301 TAHOMA BLVD SE. YELM. WA 98597 PUYALLUP, WA 98373 .. _. _ - - 4TAHOMA TERRA •l 1_ DIV 5 rScc fi All RW Rill A KIN Rw = w~ wr. �,► _w _ - - �'�• NEW $" WATERMAIN , Bit) JEN-IlO�1 , law —1 CEitL %, M * rs ��- r �� - f r (TYP)31 I iv I I i1 A f I I]ry E,00A7 PANTIFR I �� p�T °24' 13.4A• '3 ' 0 0 0 3 a1� � ,.. � _ _ 302 D 3.03 3.05 1 - ^^ 3.058 3O� V 3.03 A 3,02 3.02 3.05 3-02 3.02 07 ,^1} 'I 3 3.p2a 3.02B 1 NEV114" FQRCEMAIN 3.05 033,02 BICYCLE - A 3 '°5 r - B 3.02 3.a21� S _ TYP PARKING ~ � + p r 3-02 3.02 s.oz ( a� e 3.02 3.02 3.02B C s s t (NP) ! ^� I I ? 3.02A 3-02A 32 3028 , 3,02 ,NEW 6,000 GAL S ELECTRIC- �' s � ._ - i -3-025-3-025_ _ STEP TANK (TYP) , s VEHICLE A - - � � STALL (TYP)® s si s T(jRE REGIONAL _ s D A r� + A s 5 S " $ �v s S 0 LOTS l STORMWATER i s �L[ ► S s S s S y 1 O DIV % $ DETENTION , 1 s I s I -A POND cum S ago 61 S A Z) Wools S = l j J I NEW CARPORT s s s o s s c (TYP) Ago_ l , r NEW SOLID WASTE +' � � some ENCLOSUREanon PROPOSED ... �_ l I f - PARCEL LINE - I y l _ POWER PEDESTAL 1 J + BY OTHERS (TYP) 1 I I I L Ll NEW SOLID WASTE III i ti r u. ENCLOSUREI' � `1 SITE LIGHTING BY OTHERS I T l i fl FUTURE ADA ACCESSIBLE STALL TPN r I � DE VEL OPMEt, (TYP) 78640000015 TRAC T 12 I NEW STROM DRAIN LINE (TYP) TAH OMA TERRA UTILITY EASEMENT HOLDINGS LLC CONSTRUCTION STAKING: THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY THE DESIGN ENGINEER OR A LICENSED LAND SURVEYOR. RECORD DOCUMENTS: THE CONTRACTOR SHALL FURNISH HATTON GODAT PANTIER WITH A DRAWING(S) SHOWING THE CHANGES MADE TO THE DESIGN DRAWINGS). - 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. ABBREVIATED LEGAL DESCRIPTION Section 24 Township 17 Range 1 E Quarter SW SW Plat TAHOMA TERRA PH 1 DIV 1 TR 12 (FUTURE PHASE) Document 3830707 SITE DATA SITE ADDRESS ................ 14301 TAHOMA BLVD SE, YELM, WA 98597 ASSESSOR PARCEL NO ..... .............................................. 78640000015 ZONING.......... .... ......... ...................................................................... MPC SECTION ......... ..................................... . S24171 E PERMITTING JURISDICTION .......................................... CITY OF YELM FEMA PANEL................................................................. 0335 WATERSHED .... -.... --.......... -................ .......... _..... -.... NISQUALLY RIVER PROPOSED USE ................................. APARTMENTS (MULTI -FAMILY) PROPOSED UNITS ........................... .... ................................................. 48 PARCEL AREA (GROSS) ...................................... 2,86 AC (124,790 SF) CRITICAL AREA PORTION.................................................................. (0) ROW DEDICATION............ ..................................... 0-517 AC (22,524 SF) NET DEVELOPABLE AREA . ............ _.................... 2.35 AC (102,247 SF) PROPOSED DENSITY ............................ ....... ...... .20.4 DVIAC SETBACKS D FRONT............................. --.....................................................10' SIDE_ ................................................................................................ 5' REAR... ----- ......... •--•-- ....... ... 20' FLANKING STREET ...... ............................... ................................... 10' SURFACES PROPOSED IMPERVIOUS ....................................................... 70,042 SF CRITICAL AREA ------------ ...... ........................... 81,022 AC PROPOSED BUILDING A........................... ....................... ----............................... 5,544 SF B, C, D ......................................................... ....... .. - •­- --. 5,010 SF PROPOSED LANDSCAPE .......................... ........... _...... ......... 54,845 SF BLDG COV./DEV. COV . ........................... --...----••......---.........- 16% / 49% UTILITIES WATER.............................................................. .......... ..... CITY OF YELM SEWER---.............................................................. ............ CITY OF YELM STORM... ...............................•---•---._...---•--.._................................ON-SITE POWER.... .............................................................. ..... PSE PHONE/CABLE ................................-..__.....-------•----------•-----..... COMCAST PARKING SUMMARY PARKING RATIO REQUIRED.......................................1.5 PER DU (MIN) UNITS PROPOSED......................................................................... 48 DU STALLS PROVIDED...................................................... ..... 88 NEW STANDARD.---_.......................................................•----• •----• •---.......... 80 ACCESSIBLE... ........................... - ................................................... 3 ELECTRIC VEHICLE...............................................................---....... 5 TOTAL --- .------- ...... 88 RATIO PROVIDED. ........... ......................................... .................. 1.831150 COVERED.-----------.............................................•----------------------.-......... 48 GROSS FLOOR TOTAL G.F.A. FLOOR AREA AREA ......... ............................... RATIO ............................ BUILDING LEVEL A L1 A A L2 L3 COORDINATES USING A COMBINED SCALE B L1 8 L2 S L3 EX. WATERMAIN C L1 C L2 C L3 sao- D L1 D L2 D L3 FINISH MINOR CONTOUR ..................... -..... FA, 770 SF ................................. 0.535 AREA 5,269 SF 5,013 SF 4,415 SF 14,697 SF 4,756 SF 4,501 SF 4,501 SF 13,758 SF 4,756 SF 4,501 SF 4,501 SF 13,758 SF 4,756 SF 4,501 SF 3,300 SF 12,557 SF i) CITY OF YELM (i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN EX. SIGN SYSTEM NAD 83191, SOUTH ZONE 4602, PER EX. FENCE TCHPN, SCALED TO GROUND SCALE Ex. WELL COORDINATES USING A COMBINED SCALE EX. WATER METER FACTOR OF 1.00007995952. 40 20 0 40 80 SCALE: V = 40' F+ 23rd A.. ®E- I 1 I BW 3-y Vi C® PH II PH II 1 PH 1 DIV II DIV I PHI DIV I I DIV u I11 I I � I � I PH It - DIV. 3 MF & REGIONAL STORM PON VICINITY MAP _ _ SHEET I NDEX 1 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 GRADING & SITE DETAILS - 2 15 DRAINAGE FACILITY 16 DRAINAGE FACILITY DETAILS- 1 17 DRAINAGE FACILITY DETAILS- 2 18 DRAINAGE DETAILS 19 OVERALL WATER PLAN 20 DRIVE'A' WATER PLAN & PROFILE 21 'H' ROAD WATER PLAN & PROFILE 22 'J' ROAD WATER PLAN & PROFILE 23 WATER DETAILS - 1 24 WATER DETAILS -2 25 FIRE ACCESS PLAN 26 OVERALL SEWER PLAN 27 DRIVE 'A' SEWER PLAN 28 'H' ROAD SEWER PLAN Be PROFILE 29 'J' ROAD' SEWER PLAN & PROFILE 30 SEWER DETAILS- 1 31 SEWER DETAILS - 2 32 LANDSCAPE PLAN 33 LANDSCAPE DETAILS & SPECIFICATIONS 34 IRRIGATION PLAN 35 IRRIGATION DETAILS & SPECIFICATIONS M LEGEND M EX. STREET LIGHT W EX. SIGN - EX. FENCE o Ex. WELL � N EX. WATER METER U EX. HYDRANT N EX_ VALVE w EX. WATERMAIN cg - EX. S.T.E.P. SEWER ILI EX- CATCHBASIN TYPE 1 �- EX. STORM DRAIN sao- EX. MAJOR CONTOUR 103 EX. MINOR CONTOUR 489 FINISH MAJOR CONTOUR 191 FINISH MINOR CONTOUR 0 NEW WATER LINE zQa) LL W NEW STORM LINE NEW ROOF DRAIN LINE [_] NEWCATCHBASIN TYPE 1 NEWCATCHBASIN TYPE 2 m NEW STORM CLEAN OUT m NEW WATERMAIN a�07 r (4 NEW WATER METER eu NEW RPBA NEW FIRE HYDRANT H NEW VALVE Y NEW FDC a NEW PIV �— NEW GRAVITY SEWER - - - - NEW S.T-E-P. SEWER • NEW SEWER CLEANOUT 40 20 0 40 80 SCALE: V = 40' F+ 23rd A.. ®E- I 1 I BW 3-y Vi C® PH II PH II 1 PH 1 DIV II DIV I PHI DIV I I DIV u I11 I I � I � I PH It - DIV. 3 MF & REGIONAL STORM PON VICINITY MAP _ _ SHEET I NDEX 1 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 GRADING & SITE DETAILS - 2 15 DRAINAGE FACILITY 16 DRAINAGE FACILITY DETAILS- 1 17 DRAINAGE FACILITY DETAILS- 2 18 DRAINAGE DETAILS 19 OVERALL WATER PLAN 20 DRIVE'A' WATER PLAN & PROFILE 21 'H' ROAD WATER PLAN & PROFILE 22 'J' ROAD WATER PLAN & PROFILE 23 WATER DETAILS - 1 24 WATER DETAILS -2 25 FIRE ACCESS PLAN 26 OVERALL SEWER PLAN 27 DRIVE 'A' SEWER PLAN 28 'H' ROAD SEWER PLAN Be PROFILE 29 'J' ROAD' SEWER PLAN & PROFILE 30 SEWER DETAILS- 1 31 SEWER DETAILS - 2 32 LANDSCAPE PLAN 33 LANDSCAPE DETAILS & SPECIFICATIONS 34 IRRIGATION PLAN 35 IRRIGATION DETAILS & SPECIFICATIONS M M W Q z {'d � N Z U m U C`4 u LL U �u7M E r W � " < �L L) �z5 0 zQa) LL W (0 a E �2LO Q ��} 0 m m � W W0) a�07 r (4 z Q Z W J W I" W Z 2 UIli W = ❑ ❑ UI ❑ ui J 24193 �v plc I ST�RF , /OVAL E L.L W N o � N Z Q W > m W LL foo �u7M E r W � " < �L L) �z5 0 zQa) LL W (0 a E �2LO Q ��} 0 � W W0) a�07 r (4 z Z W J W I" 2 001 M -r W W Or m 4 0 sr 0 q ■., 1-' W W W �0 V AGENCY NO. SHEET: _ 1__ OF 35 H ADG 14121-000121-0061C D INDEX: 21-006 cov-dwg JOB: 21-006 a w I,u a z Q T 0 z ti r z D r•r N z 0 F_ U u.l N LL LU N w 2 LL 0 z I_ ix 0 am M 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 891 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.I HAYIDN C,OOAT PANTpFR Y CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN Z SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE 'n COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952- 30 15 0 30 60 SCALE: 1" = 30' 1 � l _1% r rr T AROMA TERRA �• I r r r100 .Q97` RIP y A,� •s".tia _y. l -r- N 593438.66 .evli a ��t� � " r $ �' �' 30 E 108476.10 � --- 3 ^5• ,Af n}�^.d - -6ae °�'gb�'' fir' s s'. •aye — Rfl w 18+71.10,0.00 (J) . W !Ay �` _• •A°' r••tiVe� F•C ..�4 'r•. .Q 'P. .b •r••t rift _ �� ' A • ° ° 0 7^ o 9 ° )' 3 ` W - J f .. .�° - - S6 s RW A 1 w pw 4-44 - % w -- - Ta aw " R"ww -. �- Rw w w r� SS - ❑ s r i ppq• sscc _l 5 N 593379.59 E 108133.98 z �. - Al 18+04.31,0.00 " 5 87'3$'° •9" � '1�8 r2't�g'P_,�r , st;su • - � 3� lir -- - - �g•� ;� ° - . � _ 5 CO F 4 n . �• • �.. 3.50` ---- ,''r'• D=27.24'13.44" N� 1 "i• 1 n�0 9�, ,� FUTURE cp 913 33.1, 16' 17 1 T A i ' g A 38-64' h 73 90' 931 B ^^ io v 2S• $ - m CIL INT o , a 22.24' o V _ 16+27.94 (A) 1 n _ + _ 16+9$.12 (J) I 01 _ tih '1 5' ' S. \ _ ` . PT 16+70.96 36' opo - w px8�. 10 ' 1 t jjlop�i ,t p �+ 168,84CO t3: 9' 54' ~ ' R -now mom r. 1 �� ❑-�0 �� 31 L 20.09, R=37.00 13+00 1 # 5541"E 259' A=31'0&'38" Aq N39"54'23"E DR[9!39 f r h-, D=18°2 19-38 J T V�+ ' ` 1.=23.89. R=74.00 ---------- Opp ► io r- 72' a? 8't' __ _ - 600p 1 9.8' ' CIL INT — -- _ 11 +90.75 (A) — r a i 1 16+29.39 (H) — — — f + mom dEmp sm one TPN 78640000015 TRACT ]2 TAHOMA TERRA HOLDINGS LLC W) ■ z a t - U W co a' U ry NN In u Z 'n T Z Q >- 7 W W N m p z CO � 0 vl p Q 2 7 O ❑ U FL- Q 01 Q ��L �1 ,P 24193 Q SSS 10NAL E ' 0� W 0 I) N Z Q >- 7 W W N %D� a /�r�yy//❑��// V! L `0 co E �• W0x 0 Q L ❑ ❑ z C -0.0 a r 1 11 � 0 J� L z wrn 0 ID LQz(7 r z W W Q I z Lu Q LA w ODz a. I It F 0 Q z W z z z U) 0 o n u 5 N m J o d � w z LL Q O LLI ~ N w � � 2 LL o Z r � O H O a a AGENCY NO. SHEET: 2 OF 35 H ADGNLY1-000V1-0061GI7 INDEX: 21-006 hep.dwg JOB: 21-D�fi PROTECT EXISTING STORM AND UTILITIES r � 1 I I r T.4HQ��4A + TERRA PROTECT EXISTING UTILITIES my — aw ' # • • .. ,• -e 'v^ -k8' .e8= `57� mowRw Rw { r t• SOr+� Rw - SW FlW RW wh _� w N HATTON GOOAT PANT7F.R Y CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. N 593489.76 1 E 108717.25 CIL 15' WSDOT TYPE I DRIVEWAY (SEE DETAIL SHEET 14) _ EXTEND DEMOLITION AND NEW SIDEWALKIDRIVEWAY TO NEAREST JOINT PROTECT EXISTING STEP MAIN AND UTILITIES qN �` s +. INDICATES AREA OF EXISTING SIDEWALK REMOVAL PROTECT EXISTING STORM' ' = '' AND UTILITIES USE EXISTING ROAD/GRAVEL DRIVE AS STABILIZED CONSTRUCTION ENTRANCE BMP C105, SEE SHEET 4ON �� ++ ,� —'�1 s• lk r`5 1 sdop _ _ � - _ is'••Q -s' 0' :, ss PROTECT EXISTING STEP at MAIN AND UTILITIES 40 20 0 40 80 SCALE: 1" = 40' LEGEND - 15' WIDE POND ACCESS ROAD y (SEE POND ACCESS ROAD -; SECTION SHEET 17) - FILTER FABRIC FENCING AT LIMITS OF ,I CLEARING & GRADING BMP C233 FILTER FABRIC FENCING AND CLEARING �``-336 LIMITS FENCING MAY BE COMBINED BY r "�''- • -~~ �� - �• ��:"' n USING ORANGE FILTER FABRIC FENCING WHEN APPROVED BY JURISDICTION AND + _ =' `� -• _ �' .a Y ° x, sx�— - - - - � -� - h.'�•�, 1 INSPECTOR - _,�• zoo 1 . • `34`- CONCRETE WASHOUT AREA 1 `i`'� t . �' � � � REMOVE EXISTING BARBED x Cl,r j- BMP C154, SEE SHEET 4 ;, 'r' WIRE FENCING THROUGH POND EXTENTS .,.� .............. Y .,........-.... ' Q oil 1 I 1 t . "� a, 353 = : REGIONAL STORMWATER DETENTION POND TO BE USED AS TEMPORARY SEDIMENT Q353--- -------------- �3 POND DURING CONSTRUCTION ' 354 ...................................... ...._........- ...._..... - - -• ..r. - -- - .... - 355 ...........33. .........................3 356................•�...... •....... 38-- 357............................ '•. I.D� - .... 3 Q �., .. ....._...... 39 .....- •..-•-• 1 584Q i 1 359...... 360,. 7. ' - 361 REGIONAL t* Ir� , STORMWATER r> s DETENTION ••,.` 4`` POND 1 _ 364 U-) D r� [4 rnd �, � - ce) Lf)to u,,n,� 41VL f , i r� ........... .... Ln co �_ 1 400 344 ...... _ ...fit ... - I - DIRECT SURFACE s 5 - S ... RUNOFF TOWARD - -- -- - - - r - 34C" '. ..... ... TEMPORARY DITCH f, TYP 347 1 ......-�.. TEMPORY EROSION 7-- .... - � CONTROL DITCH TYP J ) - J:' � NEW GRAVEL ACCESS TO 3�g ' _ '= _SEE DETAIL SHEET 4 + EXISTING GRAVEL DRIVE j INLET SEDIMENT PROTECTIONTYP y .... f BMP C220 SEE SHEET 4 S EXISTING GRAVEL DRIVE 3 ft t ' ............. ,..1 m I CONTRACTOR TO COORDINATE DEBRIS i-- _ STOCKPILE REMDVALIRELOCATIO21 WITH DEVELOPER z. - - f _ FU .. LATS r _ =� - I - PROJECT 7 S r - LIMIT �� IV �'8�4 Q17naf � .... CLEARING S tt - - TRACT 12 : i TA o r AHI* C H Rl� D L� 111 � '�� - '' ,..•vi _ .-: EXISTING DEBRIS STOCKPILE ` �■ PROJECT CLEARING LIMITS FILTER FABRIC FENCING MONITORING WELL LOCATIONS --- INLET SEDIMENT PROTECTION 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, 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. a U W m m � U C-4 +� Q - Z Q W > m W ❑ m u1 w 01 mm ❑ 1i Y U _ Q ¢ ❑ U N �N D ,� 24193 a� £� ISTE \ 4 /DIAL E z Wz N •n lu r k1 �� 111 z Q W Z 0 rO G Cld Now z J F"" t - z .. a 00 .J = z W rA �3.1 Y! M [V J z 0 — LOF. a N 0 JLL v 0. r 4 w H r _ Z LL LL 0 0 o Z �. o UI*� W 0 0 a Q AGENCY NO, SHEET. 3 OF 35 H:lo G N121-00 M21-0061CD INDEX: 21-006 e 21-006 W N Z Q W > m W Loh a ����'�/y/y/°������ U) ``finn LfJ m Wax 'nyE U Q }Qd Q�jLL a� +� ❑ ¢ C Qrn zaLo a 0 0 4w �ocr) zo W 0 {D Z{i G)� L�W r Z W W � 2 z Wz N •n lu r k1 �� 111 z Q W Z 0 rO G Cld Now z J F"" t - z .. a 00 .J = z W rA �3.1 Y! M [V J z 0 — LOF. a N 0 JLL v 0. r 4 w H r _ Z LL LL 0 0 o Z �. o UI*� W 0 0 a Q AGENCY NO, SHEET. 3 OF 35 H:lo G N121-00 M21-0061CD INDEX: 21-006 e 21-006 z 0 U) it z Wz N •n lu r k1 �� 111 z Q W Z 0 rO G Cld Now z J F"" t - z .. a 00 .J = z W rA �3.1 Y! M [V J z 0 — LOF. a N 0 JLL v 0. r 4 w H r _ Z LL LL 0 0 o Z �. o UI*� W 0 0 a Q AGENCY NO, SHEET. 3 OF 35 H:lo G N121-00 M21-0061CD INDEX: 21-006 e 21-006 PROTECT EXISTA�7 ! AN ! I I r N 593489.76 E 108717.25 CIL 15' WSDOT TYPE I DRIVEWAY (SEE DETAIL SHEET 14) EXTEND DEMOLITION AND NEW SIDEWALKIDRIVEWAY TO NEAREST JOINT PROTECT EXISTING STEP MAIN AND UTILITIES iW PROTECT EXISTING STORM •- '`` •'• j AND UTILITIES E TAHOMA I TERRA USE EXISTING ROAD/GRAVEL CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN SYSTEM NAD 83191, SOUTH ZONE 4692, PER uzi TCHPN, SCALED TO GROUND SCALE �" COORDINATES USING A COMBINED SCALE Z FACTOR OF 1.60067995952. INDICATES AREA OF EXISTING SIDEWALK REMOVAL DIY 5 & 6 DRIVE AS STABILIZED IIv I CONSTRUCTION ENTRANCE - I BMP C105, SEE SHEET 4 _ a+, ,s.,• i PROTECT EXISTING ! ' ' UTILITIES .. PROTECT EXISTING STEP � � .. y • '�MAIN AND UTILITIES 1 we.' - ti • !� xy. .r€ ".�.. # "°` - rs.`:'r `� 15' WIDE POND ACCESS ROAD Rkv �„ .s••so A '� r ' • �7,•°° �• (SEE POND ACCESS ROAD w �w 4� i{ ..s. _p°... �o '�•.L f ON' �" L _ ►•� _ — SECTION SHEET 17) r+ww ww r"` w � S ��' BIORETENTION l y - FILTER FABRIC FENCING AT LIMITS OF w w w w w —w �w __- 4� CELL . CLEARING & GRADING �Sr €f __ .� i ►1 BMP C233 - FILTER FABRIC FENCING AND CLEARING ' •y --- - 1 - Vis; N� ►3 a :: LIMITS FENCING MAY BE COMBINED BY `'`� '~ s}�- - ` .*: �` _ �►`''� .-` "°� USING ORANGE FILTER FABRIC FENCING 4 J ' ,;-`�.•��.. WHEN APPROVED BY JURISDICTION AND --- :,. INSPECTOR 13.0' CONCRETE WASHOUT AREA REMOVE EXISTING BARRED �` BMP C154 SEE SHEET 4 1 , � � � , ',e,L ,. WIRE FENCING THROUGH r POND EXTENTS IDS '"Q I ` L D TS FU TURE Lo 1 ' Dtv 7 & 1 0 1 WATER DETENTION POND ' 3 353-....�...:...... :.�.._..�_...-.. _ � REGIONAL STORM WATER TO BE USED AS TEMPORARY SEDIMENT - . • -- - '•- .. _.. _ POND DURING CONSTRUCTION y: Ale 354 ........_.. - w .. 355% 3..... . �...."• �'..-....._....... 337..- 1- :..357....� .r"` - ! y 339. .... ............_.,.... -.... r•-.�y ' ` „ -.............. 1 .... 340 ......._ ....3360 4. REGIONAL ... STORMWATER DETENTION s PONDCIS I 360 cos - . •... 0 co - 2 I } ' _...... ►� . co waft C5 c) to 1 ......_ 1• 344 ............ %* 1 DIRECT SURFACE -` .45 � 1 3 L.: RUNOFF TOWARD I IiTE .. MPORARY DITCH ��- _ 347 1 7 - (TYP) TEMPORY EROSION $" CONTROL DITCH TYP _ _ y - '3 I ii NEW GRAVEL ACCESS TD �. 3A9 I ':EXISTING GRAVEL DRIVE SEE DETAIL SHEET 4 INLET SEDIMENT PROTECTION (TYP) 3 I s EXISTING GRAVEL DRIVE E - }BMP C220, SEE SHEET 4 d I , _ m _ CONTRACTOR TO COORDINATE DEBRIS _ STOCKPILE REMOVAL/RELOCATION ,:! - = WITH DEVELOPER O ER .y. - - 1 1 r .. .- - PROJECT E CLEARING LIMITS - E 4 - - - P• r 11� 7 .. T 86 GD �•� ... 4 G .. - TRA T C 2 TA n R A NLD L R G LC N � D S :+ EXISTING DEBRIS STOCKPILE _ 40 20 0 40 80 SCALE: 1" = 40' LEGEND PROJECT CLEARING LIMITS — FILTER FABRIC FENCING rr MONITORING WELL LOCATIONS I INLET SEDIMENT PROTECTION 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, 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. -n' 1- ■ pal zti M w N • w In Lu 00 A a _z >< d W Z r� VlO l� ~ 0 w2 65 .=4 J � r z now 0. J = Oz Wno O in o w J 0 M W iii � U 4 W JLL0 a OC O aW Lu x Z I - a LL I- 0 *� u x ~ W 0 L' a. r a AGENCY NO. SHEET: 3 OF 35 H:1DG W21-0=21-00MCD INDEX: 21-006 eC. dwg 1OB: 21-006 v a uzi a �" 0) N Z U W > U civ n I..L D co Ij ] Q 0 U)N� - CO 0 WAX co Q Q Q�LL � 0 �Q C � rn LL (D r +' +1 <J� 00} c m tY W W G r O m � Z ❑ m a ¢ x � LLJ u Z Y .. Lu U W U) ¢ V pal zti M w N • w In Lu 00 A a _z >< d W Z r� VlO l� ~ 0 w2 65 .=4 J � r z now 0. J = Oz Wno O in o w J 0 M W iii � U 4 W JLL0 a OC O aW Lu x Z I - a LL I- 0 *� u x ~ W 0 L' a. r a AGENCY NO. SHEET: 3 OF 35 H:1DG W21-0=21-00MCD INDEX: 21-006 eC. dwg 1OB: 21-006 W r o 0) N L Q W > m W n I..L D co Ij ] Q 0 U)N� - CO 0 WAX Q Q Q�LL � 0 �Q C � rn LL a C r +' +1 <J� 00} c z tY W W G r O m � Z M z W J W pal zti M w N • w In Lu 00 A a _z >< d W Z r� VlO l� ~ 0 w2 65 .=4 J � r z now 0. J = Oz Wno O in o w J 0 M W iii � U 4 W JLL0 a OC O aW Lu x Z I - a LL I- 0 *� u x ~ W 0 L' a. r a AGENCY NO. SHEET: 3 OF 35 H:1DG W21-0=21-00MCD INDEX: 21-006 eC. dwg 1OB: 21-006 a roadSr� Holes- 1. Prkwmy tool meat the ragcdret,lerds ar Hla permining a�enCy 2. It K lemrnnw,aed ntal the aoo be o nyaled so that nalofidrainsun the pod. ,Z`rIw1K11ufif lhre:kirr�s•: NOT TO SCALE �ra nr■r. Provide full widnl of kWasams"M 0160 View Looking Upstream Section A -A _I 24' to 6rnl Spacing Between Check Dams NOT TO SCALE JoiTis n geotex lie fabnc Shall be sol d at fxrsts. Use slaples. w,re rings Of equivalent fp altach l'dtxrc tO {OSIS 2'x2' by 14 G.-1 wre or equhralent, it riandard Sfrengfh faWiC used r,lr 5y 14 Ga. wire a agdv@ W. frallendald >rwoth fob& used 58ck811 herrch win, "all"am of 3;• - washed 1p'aval 12• ruin exr perw, rxr wand paw. .sat harm poets, OF equendont r C� ae oil I .1� NOT TO SCALE tom. WM Stabilized Construction Access Rock Check dam Silt Fence Roomed .hme 261$ ROYised JWw 2016 q%WMIli Rariaed July 2017 DEPARTMENT OF DEPARTMENT OF DEPAR-MEN, OF ECOLOGY Plane see +tfgit 4Mnerxel r as gOWtx+FFyTrghf fmrrf �. � ECOLOGY Please see Moi S AWN fa �r�d notfm *"xbv perry "br E C O L O G Y State of Washmgtori IbT" on of liability, anddV�inler. � � State or Washington knit iva of iabigy, and discmimar. Pl�at:he hRpYily, and dmulgiaw- vfgM.hfMfor copyright notice wcludwg parmissiorts. Slate of Washingtan Iknialion of liabilly, and disclacrler- - 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 113.1 BMP C105 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 VOLUME 11, CHAPTER 3, FIGURE 113.16 BMP C207 VOLUME 11, CHAPTER 3, FIGURE 113.22 BMP C233 Straw trate 10 fm Oak w,r•rQ 8xldrng +Artie Staples Mollie matarfal (2 o -w bale) [cPmnell wood or _ PWywoad metal stakes 1200 mm x 610 mm (2 per bale) pointed while Section B$ I-� 3m Mxxmum Stolle [type 1 Bt Varkm SIRM bare J [a�-1 Plan I.Msayss {12.5 mmi Il 9, 5 mm je Wand post (89 mm x 89 roan x2Am) Otedc fellers 150 min height # u A Concrete Washout Sig Detail (or equivalent) ,2" (05m) lwnwn) 0) N :.: r fir W > �• N.�111 o z Z Key stone No channel banks and exlend t m V beyond the abutments a mrnmum of 1 W �t](0 OD E f0.5my to prevent flow almond dam A W Section A -A _I 24' to 6rnl Spacing Between Check Dams NOT TO SCALE JoiTis n geotex lie fabnc Shall be sol d at fxrsts. Use slaples. w,re rings Of equivalent fp altach l'dtxrc tO {OSIS 2'x2' by 14 G.-1 wre or equhralent, it riandard Sfrengfh faWiC used r,lr 5y 14 Ga. wire a agdv@ W. frallendald >rwoth fob& used 58ck811 herrch win, "all"am of 3;• - washed 1p'aval 12• ruin exr perw, rxr wand paw. .sat harm poets, OF equendont r C� ae oil I .1� NOT TO SCALE tom. WM Stabilized Construction Access Rock Check dam Silt Fence Roomed .hme 261$ ROYised JWw 2016 q%WMIli Rariaed July 2017 DEPARTMENT OF DEPARTMENT OF DEPAR-MEN, OF ECOLOGY Plane see +tfgit 4Mnerxel r as gOWtx+FFyTrghf fmrrf �. � ECOLOGY Please see Moi S AWN fa �r�d notfm *"xbv perry "br E C O L O G Y State of Washmgtori IbT" on of liability, anddV�inler. � � State or Washington knit iva of iabigy, and discmimar. Pl�at:he hRpYily, and dmulgiaw- vfgM.hfMfor copyright notice wcludwg parmissiorts. Slate of Washingtan Iknialion of liabilly, and disclacrler- - 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 113.1 BMP C105 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 VOLUME 11, CHAPTER 3, FIGURE 113.16 BMP C207 VOLUME 11, CHAPTER 3, FIGURE 113.22 BMP C233 Straw trate 10 fm Oak w,r•rQ 8xldrng +Artie Staples Mollie matarfal (2 o -w bale) [cPmnell wood or _ PWywoad metal stakes 1200 mm x 610 mm (2 per bale) pointed while Section B$ I-� 3m Mxxmum Stolle [type 1 Bt Varkm SIRM bare J [a�-1 Plan I.Msayss {12.5 mmi Il 9, 5 mm je Wand post (89 mm x 89 roan x2Am) Otedc fellers 150 min height # u 11915mr Concrete Washout Sig Detail (or equivalent) L 10 nw piasllc lining �+ 50 mm 266 mem I�r a.05 mm ft. wee Staple Detail Noles 1. Actual layout determinod rn the held. 2. The c<r+aete washoul sign shall be mstallad within 10 m of the temporary concxele waghoLd favi ty "Above Grade" with Straw Bales NOT TO SCALE I Concrete Washout Area with Straw Bales Rcrosed June 2018 Pleaaa aoe NO-%i-.acy--go v:copyrrghlllarl far owr vM notice wleludav pemreaiorls, Wnf ficn of pa6Nfty, and discliamer. CONCRETE WASHOUT AREA 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON VOLUME ii, CHAPTER 3, FIGURE 113.8 BMP C154 SIDES OF V -DITCH TO BE SEEDS AND MULCHED AT A MINIMUM BLANKETS MAY BE REQUIRE TO CONTROL EROSIOI T 2' MIN. �� MIN. TEMPORARY EROSION '~.+111in1 I RVL. LJII I %.*rs VG 1 PUL. N.T.S. JBGRADE 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 FACILITIES, 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 C130 AS FILL IS 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 SOCKS/BAGSICELLS 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 SOCK/BAG/OR 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 C12 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. 2019 SWMMWW STANDARD CONSTRUCTION NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN 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 - 7. 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 FACILITIES: 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 OFFSITE 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. AS MANUFACTURED BY STREAMGUARD (#3001) BYRETRIEVAL STRAP FOSS ENVIRONMENTAL OR „ EQUIVALENT 36 . ADAPTER SKIRT - OVERFLEW UNDERFLOW (TO BYPASS GEQTEXTILE FABRIC DISCHARGE PEAK STROM VOLUMES) 24„ i i OIL SORBENT FILTER PACK ` SEDIMENT ACCUMULATION INLET SEDIMENT PROTECTION (amp C220) N.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: BMP 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 I. 5- MULCH MUST BE MAINTAINED UNTIL SITE HAS ESTABLISHED 80% GRASS COVERAGE. 2�Z 2 Q Q N 0) N a. W > CL o z Z U m V �t](0 OD E W U Q �0) Q�IL r L 0 Z ¢ ZQrn a Z. 0 co� C W 0 0) m Zco ❑ L0W r Z W W Q p m 2 � O Uj Z Y 111 0 3: U [ii U tial x Q ❑ p, � ❑ sn N ]� 241 93 �Fc iST���° • S� IaNAL v} Z 0 U) w 9 �a AGENCY NO. SHEET 4 OF 35 H:OGIV121-000VI- \CD INDEX: 21-0176 f�c.tlwg JOB. �1-DAG M ii a w 0 Z H 0 Z ti a x Z 0 M CV Z 0 F U UJI U) 0 T W r� W 2 LL Z 0 O a W tx o 0) N Z W > m W nQ SOC �t](0 OD E W U Q �0) Q�IL r L 0 Z ¢ ZQrn a Z. 0 J C W 0 0) Zco L0W r Z W W 2 v} Z 0 U) w 9 �a AGENCY NO. SHEET 4 OF 35 H:OGIV121-000VI- \CD INDEX: 21-0176 f�c.tlwg JOB. �1-DAG M ii a w 0 Z H 0 Z ti a x Z 0 M CV Z 0 F U UJI U) 0 T W r� W 2 LL Z 0 O a 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 -% H,TTIDN GODAT CITY OF YELM (i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE N 0 COORDINATES USING A COMBINED SCALE FACTOR OF 1-00007995952. m f V TAHOMA TE RA DIV 5 & 5 Rw h ;• , w aw - w Rw fft �•�� -- - RW 2:1 MAX GRADE TO EXISTING - -- I EXTRUDED CONCRETE CURB (TYP ON-SITE) . INTEGRAL CURB 8 WALK (TYP ON-SITE) i— r . - _ ...... .. 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- A NY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE EREVIEWED 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 EXISTING CONTOUR (z' INTERVALS TYPICAL) 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 ENGINEER/GEOLOGIST 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 - I ht MAAWUM Ut:NZN I T rtK VV�UU I IM'WA J I ANUANUJ &U.3.3R, I4]U. 3- EMBANKMENTS SHALL BE PLACED PER WSDOT STANDARD 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. 8, 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 & 6 - 40 20 0 40 80 SCALE: 1" = 40' a- u M m a- v u cv 11 z — N 0 Il N Z W m Lo Lo m p UJ z m 2 Q Lu YW = 7 D ❑ WI v� ❑ Q U rn ��is zI 24193 (t,� s IOIVAL LLI In Z W 01 C9 GS � IL z z a. 0 W z O r� N J 0 m ° JF- u C? Lu JcoLL V 0 0 Q uJ W 0 *- > i LL 0 0 D z H It 0 rZ AGENCY NO. SHEET: 5 OF 35 H 1DGN121-0W\21-00MD INDEX: 21-006grd� JOB 21-006 W — N 0 Il N Z W m Lo Lo I..L LW �v0 �Na9 •co 0 W 47 J u p Z Q �Q d Z aa) c L0 oL 20 Orn L W 0 O W 2 0) m L') Z W W 2 LLI In Z W 01 C9 GS � IL z z a. 0 W z O r� N J 0 m ° JF- u C? Lu JcoLL V 0 0 Q uJ W 0 *- > i LL 0 0 D z H It 0 rZ AGENCY NO. SHEET: 5 OF 35 H 1DGN121-0W\21-00MD INDEX: 21-006grd� JOB 21-006 .aL.t .Jr FL.i r AAA- r vn INTERSECTION GRADES 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, ;JNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. g a. U z (0) m g— IL U p N b N •11 Q Z N r � W m W N m ❑ LL Z Lu p m O LLI U Lu U O ❑ Q W m Q N 7 2f4193 F FFG /(DNAL E 0L W N Q �7 Z Q W m W N 700 WLocD m E IL c Zai C 2J� o0) c Z v 0 v r 0zco Z W W P 2 0 z 0 5 LL! It AGENCY NO. SHEET: OF 35 H ADG N121-00M214M CD INDER1-006 grd-enlarge JOB: 21-006 Lu 0 z r CL z 0 s� Z 0 L) w w LL r LLQ N LLL H LL z 0 -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. 10+68.91, 113.08' LT (A) - INSTALL CO -A1 RIM 348.0$ FL 345.00 (6" W) 10+87.90,11108' LT (A) INSTALL 38 LF 6" PVC CO -A4 -11+25.91, 113.08' LT (A) _ RIM 347.95 INSTALL �� mss @ O.Q1p0 FTIFT CO -A5 ss mss FL 345.00 (6" E) sn� mss RIM 347.26 FL 344.62 (6" W) ss 38 LF 6" PVC FL 344.62 (6" S) P a �, v qd a omtv ° 6 4 $°` se `ss @ 0.0100 FTIFT • a A Q� ° � ra a $[yam � a pflo so��5s . e ° ■ 3 pma d o P Q OdaO ° a Y SD - pa 13LT �� • r� �-0 vd a Lo A 10+30.91, 113.08' LT (A) - INSTALL ;fes s CO -A2 RIM 348.25 .J ad FL 344.62 (6" E) DO T FL 344.62 (6" S) 66 LF 6" PVC- " ~-- , �- .- fi6 LF 6" PVC f @ 0.0100 FTIFTFE.C* @ 0.0100 FTIFT 10+30.91, 47.17' LT (A)-, _ __4 INSTALL ' 11+25.91, 47.17' LT (A) --. CO -A3 ; -95 LF 6" PVC INSTALL RIM 348.60 @ 0.0100 FTIFT CR -RD -A1 FL 343.96 (6" N) `!:': RIM 347.74 I - FL 343.96 (6" E) FL 343.01 (6" S) + f . I 0 -1 16 7096 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_ VE ' A 52 LF 6" PVC @ 0.0170 FTIFT FL 342.13 (6" Nl - r CIL INT 11+90-75 (A) = 16+29.39 (H) 5, S4 D --,,- I HATroN -,,- HATroN CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN SYSTEM NAD 83191, SOUTH ZONE 4602, PER 0 TCHPN, SCALED TO GROUND SCALE 0 COORDINATES USING A COMBINED SCALE z FACTOR OF 1.00007995952. GODAT PAKMA 15+90.58, 110.12' LT (A) Y INSTALL CO -D6 RIM 337.21 FL 334.52 (6" W) FL 334.52 (6" S) 25 LF 6" PVC @ 0.0051 FTIFT 15+24.08,110.12- LT (A) 15+65.08, 110.12' LT (A) - INSTALL INSTALL CO -D1 CO -D5 RIM 339.00 I, RIM 338.95 FL 335.94 (6" W) FL 334.65 (6" E) 1 r-12+21.09, 115.54' LT (A) 12+87.55,125.20- LT (A) t INSTALL INSTALL 26 LF 6" PVC CO -132 CD -64 @ 0.0098 FTIFT r S-- RIM 344.16 RIM 344.$$ Is FL 15+06.03, 110.51' LT (A) 341.74 (6" E) FL 342.00 (6" E) ss - FL 341.74 (6" S) 25 LF 6" PVC INSTALL 26 LF 6" PVC @ 0.0102 FTIFT CU -D2 4 q a �e 26 LF 6" PVC @ 0.0098 FTIFT RIM 339.29 s� s 14+94.33, 100.10' LT (A) FL 335.69 (6" E) @ O.dQ98 FTIFT j INSTALL FL 335.69 (6" S) s s5 P * 4 - -13+1 Z.76, 129.10' LT (A) ti 12+46.34, 119.11' LT (A) INSTALL CO -C4 �» a ' I INSTALL CQ -B5 _ RIM 341.43 1 RIM 344.31 FL 339.00 (6" E) CO -B1 RIM 344.93 -- FL 341.74 (6" W) otrP°"b�. ° 4 i a pF 1 qd c FL 342.00 (6" W) FL 341.74 (6" S) a p v ° °d a 20 10 0 20 40 SCALE: 1 " = 20' S '} w --"z, e � • cn A 9'4 f ss ss s5 ss - - -- 5� .5640 ° a aA ba`,Sr. a ' !: y V 1� 1 f �, 6t, v d y ,, 1 66 LF 6" PVC-- Sb -t _ I C + su so str - - - - - - - °��� . a P a a ' 1 @ 0.0050 FTIFT UA a v d ° a a a A �� n o o ■ 0'`7 a o ❑A T R �' 0 [� ° a ■ 0 56 LF 6" PVC 1 @ 0.0099 FTIFT _- 15+90.58, 44.27' LT (A) f + i 13+93.86, 110.08' LT (A) �P -15+04.38, 54.45' LT (A) INSTALL -\x I INSTALLk �S INSTALL CB -RD -D1 CO -C1 CO -D3 FFE 339.99 RIM 336.90 t II RIM 341.87 _ RIM 339.40 FL 334.19 (6" N) FL 339.00 (6" W) '` x FL 335.13 (6" N) FL 334.91 (6" W) 55 LF 6" PVC- -- / //' , FL 335.13 (6" E) FL 334.19 (6" E) I @ 0.0097 FTIFT ' 15+00.78, $8.80 LT (A)- I 22 LF fi" PVC 66 LF 6" PVC % INSTALL I, @ 0.0100 FTIFT 4 @ 4.0100 FTIFT FFE CD -05 345.00 1 0 l - FL 333.88 (6" W) 22 LF 6" PVC @ 0.0139 FTIFT' • 1 f 25 LF 6" PVC FL 338.74 6" W '� 1. 12+30.74, Sil.Z4 LT (A) ( ) Ci INSTALL @ 0.0102 FTIFT FL 338.74 (fi" 5) _� @ 0.0101 PFT✓FT T CO -B3 13+20.87, 74.25 LT (A) 13+32.86, 109.25' LT (A) 54 LF 6" PVC RIM 345.53 INSTALL CO-B6 INSTALL @ 0.0100 FTIFT FL 341.08 (6" N) - RIM 344.59 CO -C2 _ 14+91.41, 40.94' LT (A) 15+18.19, 44.27' LT (A) �6 i c; FL 341.08 (6" E) FL 341.21 (6" N) RIM 342.69 FFE 342.90 INSTALL - INSTALL _ FL 341.21 (6" SW) FL 338.74 (6 E) CO -C6 a CO -134 _ FL 338.74 (6" S) RIM 341.73 RIM 339.34 _ FL 338.20 (6 N) v FL 334.91 (6" W) i-15 LF 6" PVC - 66 LF 6" PVC FL 338.20 (6" 5W) FL 334.19 (6" E) _ J @ 0.0106 FTIFT 1 @ 0.0100 FTIFT II I 82 LF 6" PVC - -- / r, 1 ,aclT @ 0.0100 FTIFT � a ��13+12.01, 62.25' LT (A) 17 LF 6" PVC INSTALL 80 LF 6" PVC �, A 0.0541 FTIFT CB -RD -B1 x6. @ RIM 345.00 p G @ 0.0100 FTIFT ' �4i FL 340.26 (6" 5)14+77.81, 39.29' LT (A)- r FL 340.26 (6" W) INSTALL a FL 341.05 (6" NE) CB -RD -C7 RIM 341.06 r ------ - 62 LF 6" PVC ----- T FL 337.28 (6" S) @ 0.0133 FTIFT J ¢ _ r FL 337.28 (6" W) y - 43 LF 6" PVC - - ---- ----- J r FL 337.28 (6" NE) @ 0.0148 FTIFT y���---- - iq '--13+68.36, 44.23' LT (A) INSTALL CO -C3 RIM 342.79 Jjr, FL 338.09 (6" N) FL 336.65 (6" N) k FL 338.09 (6" E) '- FL 339.44 (6" N) s r- 1 CIL IN 16+27.94 (A) = 0 16+98.12 (J) 1 \ o 1 ,Q 24193 Q e7 ,` E� 15 Tl~�� s /0NAL E ' 0L W a 0 a 0 N z U m 0 � u rn 1.f 0o �0 W0 � T D Zorn a } Lo a C13 L } W r ID 0 W z 113 Q z ❑ m 2 � 2 ❑ LuLLI zz Y Lu � ¢ 0 L�kl 2 al ol ol 01 VA ,Q 24193 Q e7 ,` E� 15 Tl~�� s /0NAL E ' 0L W t Z Q ) > m W NN rn 1.f 0o fD r/ (oE W0 0 Q Zorn a Lo o QJ� L W r ID 0 W z 0 M z W 2 H N Q W z z x M Q. 0 0 IL z W n a z iV z 0 F U W cn LL IL ❑ 0 N W LL 0 z F_ w 0 a AGENCY NO. SHEET: 8 OF 35 H IDGN\21-000121-0ffiCD INDEX: 21-006 rd.dwg JOB: 21-008 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 R UNLESS CERTIFIED BY HATTON GODAT PAN ANY ALTERATIONS TO THE DESIGN SHOWN REVIEWED AND APPROVED BY HATTON GO 11+48.91, 0.00' T (A) - @ 0.0106 FTIFT - - -, INSTALL A 335 CB -A1, TYPE 1 12+32.42, 0.00' T (A) 13+09.32, 0.00' T (A) ly' Il 89 @ 0.0247 'FTIFT J I ,. V RIM 345.46 INSTALL INSTALL 0. 26 8" PVC 68 LF 8 DI FL 341.96 (8" E) C13 -A2, TYPE 1 CB -A3, TYPE 1 13+65.11, 0.00'T (A) @ 0.0267 FTIFT @ 0.0080 FTIFT SW RIM 345.46 RIM 343.56 INSTALL 14+54.06, 0.00' T (A) WTR FL 342.13 (fi" N) 15+85.94, 0.00 T (A) FL 340.46 (8" W) FL 339.27 ($" W) CB -A4, TYPE 1 INSTALL ' 330 - FL 340.46 (8" E) FL 339.27 (8" E) RIM 342.18 CB -A5 TYPE 1 y INSTALL 4"I FL 340.46 (8" NW) FL 339.44 (6" N) FL 338.58 (8" W) RIM 339.98 15+18.19, 0.00'T (A) - I CB -A7, TYPE 1 FM 17+37.26, 16.00' RT (J) FL 338.68 (8" E) FL 336,48 (8" W) INSTALL RIM 336.71 INSTALL FL 336.48 (8" NE) CB -A6, TYPE 1 FL 334.26 (8" W) CB�J2, TYPE 1 RIM 336.45 FL 336.65 (6" N) RIM 338.39 FL 334.26 (8" N) FL 333.57 (12" W) FL 334.80 (8" SW) FL 333.57 (12" N) FL 334.80 (8" E) 47 LF 8" DI FL 333.57 (12" S) - EXISTING GRADES @ PROPOSED CIL @ 0.0080 FTIFT - 32 LF 12" DI cc m cco av to �� �N E Iq rn 1 co v CID co ul 04 u`') w M r- N � o @ 0.0097 FTIFT 00 Gi ai 6 07 00 (6 �- 0a r- u6 ri cni ci ci ai of of of a) co 00 r~ 6 <n Lo Lo w c0 � Ln to v "r v v v m m m m m m �, c*) m c+] cl) co K 1-75V m m m m m m m c�i c*� c� m c+) c+� m m m m co M m cl7 co 320 SCALE: v:1"=5, r-17+37.26,16-00- LT (J) 11+00 12+00 13+00 14+00 15+00 16+00 INSTALL 16+75 DRIVE "A' PROFILE CS -J3, 6 PE 1 FL 333.88 (8" S) FL 333.88 (12" E) FL 333.88 (6" W) RE SEE SHEET 10 co 13LDG • - o 0 V) -� r 0 - .. .. PT 16-70.06 00ID- F 4'm f 1 11+48.91, 0.00'T (A)- INSTALL A) INSTALL CB -A1, TYPE 1 j RIM 345.46 FL 341.96 (8" E) FL 342.13 (6" N) C/L I NTi + _r 11 94.75 (A) 16+29-39 (H) 10 84 LF8"PVC - @ 0.0179 FTIFT 365 360 355-- 360 345 3403 335 330 325 so 0 00 U) 320 co 9+75 10+00 t BLDG 'B' _6D 3� CID F - L -77 LF 8" PVC @ 0.0154 FTIFT 12+32.42, 0.00'T (A) INSTALL CB -A2, TYPE 1 RIM 345.46 FL 340.46 (8" W) FL 340.46 (8" E) FL 340.46 (8" NW) u') m a co m 0o co r r ch Ip Oy m cp o It d7M c[qrD C.4 p Nr Iq IT It m <13 M tLo Ln Ii 1�r 17 er? c°] co co m ccv) �GRADE BREAK- 10+19.38 EL. 348.59 CIL INT 11+90.75 (A)= 76+29.39 (M) EL. 346.29 _ GRADE BREAK GRADE ArAff4K I 11+48.97 �I . '12+32.42 -2.50% EL. 345.46 III -EL. 345,45 2.00% -2.OpgQ 6" SAND CUSHION I RER'D 4" FMI - YYTR - - - •C r 0 _ 4- L) -- I 1 L?� y f� L56 LF 8" PVC @ 0.0106 FTIFT 13+09.32, 0-00'T (A) INSTALL CB -A3, TYPE 1 RIM 343.56 FL 339.27 (8" W) FL 339.27 (8" E) FL 339.44 (6" N) � rn c•] CVr (r\, / t�7 rte) .PROPOSED FINISH FINISH GRADES @ PROPOSED CIL 89 LF 8" PVC @ 0.0247 FTIFT 13+65.11, 0.00'T (A) INSTALL CB -A4, TYPE 1 RIM 342.18 FL 338.68 (8" W) FL 338.68 (8" E) r p m r. Q M M PROPOSED FINISH GRADE @ PROPOSED CIL EXISTING GRADE @ PROPOSED CIL 0 co 0 6 m CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN in SYSTEM NAD 83191, SOUTH ZONE 4602, PER u] TCHPN, SCALED TO GROUND SCALE o COORDINATES USING A COMBINED SCALE co FACTOR OF 1-00007995952. "PAN1°°1tH AT 30 15 0 30 60 17+37.26, 16.00' LT (J)�f �,1 32 LF 12" DI SCALE: V = 30' INSTALL i cc c / @ 0.0097 FTIFT . - 17+37.26, 16.00' RT JJ) CB-J3,RIM 336.45 S7�L �, --------------------- - __ - INSTALL �G CB -J2, TYPE 1 FL 333.88 (8" Sy RIM 336.45 FL 333.88 (12" E) FL 333.57 (12" W) FL 333.88 j6" W) FL 333.57 (12" N) ° 1 i FUTURE LOT: FL 333.57 (12" S) Gp DIV7&8 CIL I NT - 16+27.94 (A) _ rs 16+98.12 (J) SSE S� 47 LF8"DI @ 0.0080 FTIFT '--68 LF 8" DI 15+85.94, 0.0-0'T (A) @ 0.0080 FTIFT INSTALL CB -A7, TYPE 1 15+18.19, 0.00'T (A) RIM 336.71 INSTALL FL 334.26 (8" W) 63 LF 8" PVC CB -A6, TYPE 1 FL 334.26 (8" N) @ 0.0267 FTIFT RIM 338.39 FL 334.80 (8" SW) 14+54.06, 0.00' T (A) FL 334.80 (8" E) INSTALL CB -A5, TYPE 1 RIM 339.98 FL 336.48 (8" W) FL 336.48 (8" NE) FL 336.65 (6" N) It AI IN (o m mco cn � m co m rl- Co cD r~ in a::>2 u] r, o co � co m m m co 4T% GRADE BREAK 84 LF 8" PVC 77 LF 8" PVC III I - ii @ 0 0179 FTIFT 0 0154 FTIFT 5fi LF 8" PVC 365 360 355 350 -CIL INT 76+117.914 (Aj" 345 f5+98 f2 (JI EL. 337.55 - GRADE BREAK 16+43.94 340 EL 337.23 DOCUMENT, NOTE THE CO TIER. THE LOCATION THE CONTRACT HEREON MUST BE TO CONSTRUCT DAT PANTIER. LINE AT 811 A M EXCAVATION. NTRACTOR SHALL BE FULLY RESPONSIBLE FOR AND PROTECTION OF ALL EXISTING UTILITIES. OR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR ION BY CALLING THE UNDERGROUND LOCATE INIMUM OF 48 HOURS PRIOR TO ANY D. 71 24193 `"y /()NAL Er>G r a r 0 in a::>2 u] r, o m rr U m U4 cv u N F- cn ]C)D r ❑ �if) (o C7 E Q w W� D ❑ / LL p C 0Z Z jL 0) a z In r o +, CL ACC QJ� 0 L Zae. 0 0) OD r o m LU G)Z m L0 r Z p 0 Q 7 2 w w LLJz 0 ❑ U ❑ co, D. 71 24193 `"y /()NAL Er>G AGENCY NO. .- SHEET. OF 35 H:1DG N 121-000121-0061C D INDEX:21-006 grd p&p.dwg JOB: 21-006 r a w W w L7 z iii w V 0 N J z Z Q W > m W �` 0 rn o. N F- cn ]C)D r ❑ �if) (o C7 E w w W� D ❑ / LL p C 0Z Z jL 0) a z In r o +, CL ACC QJ� 0 L Zae. w W 0) OD r o LU G)Z m L0 r Z W Q 2 w AGENCY NO. .- SHEET. OF 35 H:1DG N 121-000121-0061C D INDEX:21-006 grd p&p.dwg JOB: 21-006 r a w w L7 z iii w V r z LIJ0 J z U0 a_ r~ 0 rn z a r ❑ ■• 0 fl z cry w w > - U0 Q LLI N Lu 2 r z z 0 CL ACC a U) 5 w AGENCY NO. .- SHEET. OF 35 H:1DG N 121-000121-0061C D INDEX:21-006 grd p&p.dwg JOB: 21-006 r a w w L7 z iii w V r z LIJ0 J z U0 a_ r~ 0 rn z a r M N ■• 0 fl z cry w w > - U0 Q LLI N Lu 2 r LL 0 z 0 CL ACC AGENCY NO. .- SHEET. OF 35 H:1DG N 121-000121-0061C D 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. SW GUTTER DATA - ❑ = 109051'43° R = 25.00 L = 44.01' 5 64 1T 17'0 ° j 5F j I + ! JJr a e NW GUTTER DATA o = 95000'56" R = 25.00 a L=41.46' ai rn o° + a aP +69.63{H a 70 r� �8+ (� [6 P ° 4 .9 ` 345-10 345.61 345-49 345.53 00 345-21RIM a NE GUTTER DATA a 0 l r ° r`. 4 ❑ = 86°50 '49" 35.27 N 345.T1 �' 35.27 345-59 R = 25.00 °vo 34560 L - 37.$9'6$r °o 345.66 J'o ° a (� 345.31 ° o 345-63 ° o 345.30 0 o e 6+64 2, v°7.29' ° P b b J x.33 sp° P P p' a 0 0 + 345.69 , 0 345.76 6❑0 0 _ 0 j 4"1 4 o00o DM3 2645 68 �345.50 1 I 2.00%, 346-29 12+00 2.00% cV 345.48 CIL INT J f 11+90.66 [A] = 1 16+29.38 [H] GBIRIM 345.46 w X � 1 0o6°°OO f0 ° � A ° r 346.25 - 4 346.33 ' P346.89 e 346.33 346.40 5,9 a ' d a 1 347.21 1 � 4 l^ + SE GUTTER DATA r- A = 7901521" A ° R = 25.00 L = 34.58' 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. DRIVE "A" & IHI ROAD 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. SW GUTTER DATA = 89049'46° R = 25.00 L = 39.29 w�rrok roa,�r PMMER x CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM NGVD 29 PER TCHPN WASHINGTON STATE PLANE COORDINATE Z SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE � COORDINATES USING A COMBINED SCALE FACTOR OF 1.00007995952. DRIVE 'AI & 'Ji ROAD 0 10 5 0 SCALE: 1" = 10' 10 20 a U (0 as m U n civ _� 1 Z U .... � r L W m Q. N a ww z 0 w ❑ m ❑ o Y U T U ¢ w _ .. UU] > D 24193 a £�rsTE�E A Ili W .... U) W L W m Q. N X00 NNm E d W 0) }a� (] �Q�Q a�LL w aC� � C0CL cr a QJ� t Z It wo 0L r Z W W Lu Ili Q fry z O Lu 9- n a OD i. J W N i J m a 0 x. a 0 0 z O P u w Y, w 1-0z Now AGENCY NO. SHEET: 12 OF 35 HADGN121-000121-0061CD INDEX: 21-006 int.dwg JOB: 21-006 H uQl W z 9 3 O z r CL 2 N z 0 Ir M N z p U W N LL 0 r Lu 0 1u LL 0 z a a am VARIES R�isr� #4 CONTINUOUS 6x6 W1.4xW1.4 WWF AT CENTER SLAB 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 WALK AND BUILDING STEM WALL. ON-SrM 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 a c 4 o A s d Q 4 ❑ dA c� PRE -CAST CONCRETE WHEEL SOPS AT LOCATIONS OF FLUSH WALKS PAVED SURFACE SHALL 1 ACCESSIBLE SPOT NOT SLOPE GREATER THAN 2°/°ANY DIRECTION ba WHERE INDICATED IV - INTERNATIONAL SYMBOL - OF ACCESS PAINTED ON PAVEMENT J� 9'- VAN ACCESSIBLE ADA STALL DETAIL AC PAVING PER PAVING SECTION EXTRUDED CONCRETE CURB DETAIL N.T.S. 9.5"- w f-: U > Ld 0- o 4 SEAL ANNULAR OPENING WITH EPDXY MIXTURE I Y2" MORTAR GROUT Y2" BAR 18" LONG 2 PER CAST UNIT ,7211 WHEEL STOP DETAIL N-T.S. VARIES NEW 5x6 W1.4xW1.4 WWF CONCRETE AT CENTER SLAB PAVING 411 -- - -- - -'- _ 2" CSTC NOTES.- 1, OTES_1. 1, COMPACT SUBGRADE TO 95% OF THE COMPACTED MAXIMUM DENSITY. SUBGRADE 2- 2. CONCRETE SHALL CONFORM TO WSDOT SPEC. 8-14.2 EXCEPT USE CLASS 4000 CONCRETE. SIDEWALK CONCRETE PAYING SECTION N-T.S. VARIES F_ z 0 4 U 1- U ?1 9F VARIES z 0 U Q U Y' 10.0' UTILITY EASEMENT 10% MAX UTILITIES 10-0' UTILITY EASEMENT 10% MAX UTILITIES - 7,0' - SIDEWALK INTEGRAL CURB & WALK (SEE DETAIL THIS SHEET) SAWCUT EX, ASPHALT TO A CLEAN VERTICAL EDGE AND SEAL .POINT WITH EMULSIFIED ASPHALT EXISTING P -A., ING 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. RIW 5.0' SIDEW/ 2% = 5.0' I I SIDEWP I 2% 6.0' ,LATER STRIP 1' 2% fl 0p PARKING STALL 2% 2" HMA - 4" CSBC - 12" COMPACTED NATIVE OUTWASH 10.5' TER 28.0' ;ATC H BASIN NATIVE COMPACTED SUBGRADE 28.0' 56f -0' 17.0' 1 17.0' TRAFFIC LANE I TRAFFIC LANE I �/1//� iY69�AW/.sY�MYAOQ.'/Y.6VA7A'�'1.6�JNA:SAY/AOgrrypypyM'/4'//A'/�iA'A6'//NN.V: /!/A'A9�A'A6'hYAb/p' ice.: r_y,.vr�=..... ��,aye�r^�?-�o••s+cwt+cx�.esr�xcee.-...a.3a����'�y���s.-,��cc�aae vae �y�.1r ' �• tt ■ a ■ + ! i MODIFIED NEIGHBORHOOD COLLECTOR - SECTION A CITY OF YELM DWG NO 25 N.T.S. 12.5' --FIC LANE 56.0' I l I 17.0' TRAFFIC LANE MODIFIED LOCAL ACCESS RESIDENTIAL - SECTION B CITY OF YELM DWG NO 2.7 N.T.S. 12.0' TRAFFIC LANE 2% 12.0' TRAFFIC LANE 2% BASIN L 3" HMA (191 6 CSBC COMPACTED 18" COMPACTED SUBGRADE NATIVE OUTWASH TYPICAL ON-SITE DRIVE AISLE N.T.S. 28-0' 6.0' �-- 5_0' RIW 10.0' PLANTER STRIP SIDEWALK UTILITY EASEMENT 1' 2% 10% MAX 2°1° r. '. UTILITIES 7 CATCH CEMENT CONCRETE SIDEWALK BASIN2' DWG. NO- 2-11 '-- 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 28.0' PLANTER STRIP 5.0'-1 I SIDEWALK I I 10.0' UTILITY EASEMENT 1 2% 2% 10°x° MAX 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 2% 2" HMA - 4" CSBC 12" COMPACTED NATIVE OUTWASH NOTE- ALL DEPTH'S ARE COMPACTED THICKNESSES NOTES A A 1. The Detectable Warning Surface {DWS} shall extend the full width of the curb ramp. E - C - landing, or other roadway entrance as applicable- Exception: If the Manufacturer of MIN. MAX. the DWS requires a concrete border around the DWS, a variance of up to 2 }aches �� A 1.so 2.00' on each side of the DWS is permitted. ,M - °r f Q B o.e5- 2. The Detectabie Warning Surface (DWS) shall be placed at the back of curb, with the A a - n - c 0-45" 0.90" two leading comers of the DWS panel placed adjacent to the back of the curb, and cL { D 0.9" 1.40 with no more than a 2 inch gap between the DWS and the back of the curb measured p ,y ze6a❑ o c TRUNCATED DOME at the center of the DWS panel. Exception: if the Manufacturer of the selected DWS L°G•p STS"v `. ------------- �r I E 0.2" 1 0.2" requires a concrete border around the DWS, a variance of up to 2 inches from the sf /F`�' SECTION back of the curb is permitted (measured at the leading corners of the DWS panel). 0 l A I. TRUNCATED DOME SPACING SEE NOTE 3 3. The rows of truncated domes shall be aligned to be perpendicular to the rade /f1 Zeller, s`°r` SEE STANDARD SPECIFICATIONS 9 p � g ��^-,. Jul 122U164:25PM 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 x 5. If curb and gutter are not present, such as a shared -use path connection, the SURFACE WDetectable Waming Surface shall be placed at the pavement edge. STANDARD PLAN F-45.10-02 LANDING mOFFSET 6. See Standard Plans for sidewalk and curb ramp details. SHEET 1 OF I SHEET - . _ CURB RAMP SEE NOTE $ 7. if a curb ramp Is required, the location of the Detectable Warning Surface must be at APPROVED FOR PUBL3CATION the bottom of the ramp and within the required distance from the rail. r -•k''' WIDTH OF �ai.rAee, �.r unisa vrr WALKWAY `r WALKWAY 8, When the grade break between the curb ramp and the landing is less than or equal to STATEoesKw ER f 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the Adilk � Wa&hirg1on sm,, Dwpart , rof Tma�Nahon bottom of the curb ramp directly above the grade break. ••/ DETECTABLE WARNING SURFACE (DWS) - _ SEE NOTE 4 r BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING S 5 FT. FROM BACK OF CURB) VARIES z O 2 U Q U VARIES z 0 a - z U I- EXTRUDED CONCRETE CURB (SEE DETAIL THIS SHEET) D 24193 �R� IST r� s AL ENS' W a- U) O_ C 0) IN Z >- > ca I W N C:) z z U m U �to (0 CO E 0 U W }Q F- ❑ � E �4ZQ0) rn 7�W a 0 F-�N r M z110 +L 0 W W r 0 M M z M =1 Z W W ❑ m w w z z Lu 2 Q ❑ 01 01 01 D 24193 �R� IST r� s AL ENS' Inn 00 IM W ILIh U) O D Q AGENCY NO. - SHEET: 13 OF 35 H:1DGW21-000121-U051GD INDEX: 21-006 deLdwwg JOe� 21-�}Ofi R r w a W W 0 z 2 H O z a x y z 0 C17 N z O H U W V7 LL O v W rn W 2 1 -- LL LL O z O O IL �1 W t - 0 0) IN Z >- > ca I W N 1.� N v) BOO �to (0 CO E 0 W }Q ❑ E �4ZQ0) z 7�W a 0 F-�N r 0 z110 +L 0 W W r 0 M M z (1) Z W W I Inn 00 IM W ILIh U) O D Q AGENCY NO. - SHEET: 13 OF 35 H:1DGW21-000121-U051GD INDEX: 21-006 deLdwwg JOe� 21-�}Ofi R r w a W W 0 z 2 H O z a x y z 0 C17 N z O H U W V7 LL O v W rn W 2 1 -- LL LL O z O O IL �1 t - Q ui z 0 LD Inn 00 IM W ILIh U) O D Q AGENCY NO. - SHEET: 13 OF 35 H:1DGW21-000121-U051GD INDEX: 21-006 deLdwwg JOe� 21-�}Ofi R r w a W W 0 z 2 H O z a x y z 0 C17 N z O H U W V7 LL O v W rn W 2 1 -- LL LL O z O O IL �1 LA 0 Z W LW Y m 0 r� a VARIES (SEE CONTRACT) BROOMED rlSEE NOTE 1] VARIES (SEE CONTRACT) FINISH (TYP.) GROOMED CEMENT CONIC. PEDESTRIAN CURB (EYP.) 318" (IN) EXPANSION JOINT (TYP ) - SEE NOTE 1 FINISH MP.] DRIVEWAY 1 (WHEN SPECIFIED IN CONTRACT) - SEE STANDARD PLAN F-0.10 (} ENTRANCE SEE STANDARD PLAN F-10.12 SIDEWALK 318" (IN) EXPANSION JOINT �\ {TYP.j 3" (IN} R. (TYP.) - SEE STANDARD CEMENT CONC. SIDEWALK CEMENT CONCRETE PLAN F -X10 SIDEWALK I [TYP.} - -- f � I -- - MATCH SIDEWALK WIDTH i (SEE CONTRACT) A (SEE CONTRACT] - 6d, �1 - - PLAN VIEW CEMENT CONCRETE CURB DRIVEWAY CEMENT CONCRETE TAPER [TYP (SEE NOTE 3} AND GUTTER [SEE NOTE 3] 5' - 0" r _ g" .} C _DRIVEWAY ENTRANCE TYPE 1 CURB AND GUTTER(i> NOTES (TYP.) (TYP.} PLAN VIEW SIDE SLOPE (TYP.) 1. When the driveway width exceeds 15' {ft), construct a full depth TYPE 2 i5' MAX (SEE NATE gj VARIES 15' MAX. (SEE NOTE 8} expansion joint with 318" (in) joint filler along the driveway centerline. ire" (IN) LIP BETWEEN GRADE (nP-] (SEE CONTRACT) (Tm) See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER BREAK GRADE GRADE BREAK with the centerline as required at 15' (ft) maximum spacing when AND CURB,OR SEE Sir 1 * * BREAK NOT STEEPER THAN * * driveway widths exceed 30' (ft). [SEE CONTRACT] (SEE CONTRACT] CONTRACT PLANS �-- ROAD GRADE (IN] R. [TYP.Y2. See Standard Plan F-30,10 for sidewalk details. 112 - J * 1 DEPRESSED CURB AN I 3. Curb and Gutter shown; see the Contract Plans for the �- GUTTER (SEE NOTE 3) PEDESTRIAN RAMP PEDESTRIAN RAMP .... i;0. {1� curb design specified. See Standard Plan F-10.12 for •:................ . - • CEMENT CONCRETECurb Details. • SIDEWALK (TYP-) 4 SECTION 318" (IN) EXPANSION JOINT (lYP-) - DRIVEWAY SEE STANDARD PLAN F-34.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK - DRIVEWAY RAMP or other obstructions in front of driveway erTtrances- 318" (IN) EXPANSION JOINT (TYP.) - 1/2" (IN) LIP BETWEEN SEE STANDARD PLAN F•30.10 ROADWAY GUTTER 5. Where "GRADE BREAK' is called 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, CONTRACT) 6. The Pedestrian Ram len th is not r uired to exceed 15 feet LEGEND irz- (IN) R. p 9 eq [TYP.}T DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying SLOPE 1N EITHER DIRECTION (SEE CONTRACT)AND GUTTER the 15 -foot max. length (measured from back of sidewalk) the *� m [SEE NOTE 3] 1 595 OR FLATTER RECOMMENDED FOR • j running slope of the pedestrian ramp is allowed to exceed 8.310. * DESIGNIFORMWDRK (2% MAX.) .I Use a single constant slope from bottom of ramp to top of OTT DRIVEWAY RAMP ramp to match into the sidewalk over a horizontal distance * 7.5°/o OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (8.3% MAX.) 4g DRIVEWAY 318" (IN) EXPANSION JOINT (TYP-) - of 15 feet- (SEE NOTE fi) (SEE NOTE 7] SEE STANDARD PLAN F-30.1 0 7. Beyond limits shown. Pay item does not include driveway. SECTION See Contract Plans. "CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 2" PAY LIMITS4111 "CEMENT CONCRETE DRIVEWAY 1� CONTRACTION JOINT (iYP-) - SEE STANDARD PLAN F•30.10 ` ?d .P , 2a�8oo _ `v ENTRANCE TYPE 1" PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE ET 1 ST�� \ CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN OC. r} DRIVEWAY Ont Ic,, ) t, (SEE NOTE 7) DRIVEWAY - + [ I' vlha.2l ru (SEE NOTE 7) CEMENT CONCRETE DRIVEWAY ENTRANCE CL 4000 CONCRETECL. 4000 CONCRETE -` ` TYPES 1, 2, 3, & 4 PER STANDARD SPEC. 8-06 -3 PER STANDARD SPEC. 8-46.3 STANDARD PLAN F-80 10-04 BASE ASSEMBLY FINISHED GRADE CONCRETE FOOTING - COMMERCIAL CONCRETE PIPE DRAIN - 3r4" I. D. 7" LONG GRANULAR, FREE DRAINING MATERIAL ISOMETRIC VIEW TYPE 'I - PAY LIMITS m Ly SECTION 118" PLATE 4 314" DIVA. 118" PLATE P1•i 314.1 1 114" 8112 --J I COVER PLATE �� DIRECTION OF PEDESTRIAN! BICYCLE TRAFFIC T' - 2 1f2" DIAM. —� c� 118" x 1 SQUARE Pt 3 13178" DIAK TOP PLATE POST S SASE P ISOMETRIC VIEW TYPE 2 -- PAY LIMITS DIRECTION OF PEDESTRIANI BICYCLE TRAFFIC SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION !w3 I S 2016 227 PAA SiAiE PESKil RK.iNEER W"hMom 5Aele WpaTm�x of TraispeAeNnn -<l> STEEL CAP PLATE � 2 112" REFLECTIVE TAPE (TYP.) A AY I 1 I I I I V STEEL PIPE - ASTM A 53, NPS 3 (3" NOM.), SCHEDULE 80 I 1r2'• REFLECTIVE TAPE (TYP.) I ROUND FOOTING SQUARE FOOTING11" 8 V ' 114'0; t 112" . 2" STEEL PLATE PLAN VIEW " WITH ROUNDED CORNERS AND 314" CENTERED HOLE VL I 10 N PAINT ASSEMBLY WITH A "HIGHLY VISIBLE" COLOR. 1 1 (SAFETY YELLOW IS ACCEPTABLE) i I I I 1 1 1 1 1 1 I AIN - GRADE 3, iv 1 1 I 1 I CAP 1 COVER PLATE 1 I I 718" ■ 1 718" I ' - SQUARE PLATE POST NOTE This bollard does not have an effective breakaway design feature and Cannot be installed within the Design Clear Zone. TOP PLATE ALL 4 ,exl,H, 118 i - 3 314 SIDES4!+��� pf WASq/ r0 r ',�1> BASE ASSEMBLY u a �d 'Pe 24557 �O 3 fi rrsT��' ti• ���� STEEL PIPE ASTM A 53. NPS a Sr7OA A L [a" NOM.]. SCHEDULE 40 31a" DIAM - WELD TO TOP PLATE DRAIN HOLE 1 Ifo" 2", FULL SURFACE, EXPIRES JUNE 19, 2010 HEAVY DUTY, WELD -ON HINGE Ira' PLATE BOLLARD TYPE 1 I STANDARD PLAN H-60.18-01 118" k 4 112" DIAM. } 1r2" CHAMFER STEEL PLATE SHEET 1 OF 1 SHEET 118 (TYp ) 5" APPROVED FOR PUBLICATION CAP AND HINII3E Pasco BakatJCh 111 07-03-08 BASE PLATE STATE DESKM IENCONFER DATE POST SLEEVE •!/ Washington Slave Deportment of TmnsQwhmoe 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. PLANTER STRIP (AS REQ-) 15' CURB & GUTTER SIDEWALK PLANTER STRIP 5' MIN (AS REQ.) nm O-1 I.J" TVrf EDGE AROUND EACH PANEL - BROOM FINISH EXPANSION JOINT NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED 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. FOR 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 DIRECTED BY ENGINEER. 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER. 2-03.3(14)D 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER. 2-03.3(14)0 — MINIMUM 0.25' CLASS 'B' A.C.P. (COMPACTED DEPTH) OR EXISTING PLUS 0.08'. WHICHEVER IS GREATER APPLIED IN MAXIMUM 0.17' LIFTS -- 1' MIN TYP - CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK APPROVED DWG. NO. PUBLIC WORKS DIRECTOR [SATE 2-11 DES. DWN, CKD. DATE S -C S -C S -C 10/3/94 0.17' CRUSHED SURFACING TOP COURSE SAW CUT EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE CSS -1 TACK SHALL BE APPLIED TO EDGES OF EXISTING PAVEMENT. ALL JOINTS SHALL BE SEALED USING PAVING ASPHALT AR4000W. EXISTING FLEXIBLE PAVEMENT TRENCH BACKFILL COMPACTED PER. 2-03,3(14)C METHOD B MINIMUM 0.75' CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION JOINT.. OR MATCH EXISTING PLUS 0.08', SEE STANDARD PLAN A-1 WHICHEVER IS GREATER. SAW CUT EXISTING PAVEMENT. 0.17' CRUSHED EXISTING SURFACING R10D TOP COURSE PAVEMENT 1' MIN TYP, NOTES- 1 • ALL MATERIALS, WORKMANSHIP, AND INSTALL- AT10N SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. TRENCH BACKFILL COMPACTED PER. 2-03.3(14)C METHOD C CITY OF YELM DEPT. OF PUBLIC WORKS TRENCH -PAVEMENT RESTDRA7 DN DETAIL APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-10 DES. DWW CKD, DATE JEG S -C S -C S -C 10/3/94 5 1/2" 1"R � 1/2"R a m A d a a d M ¢ � I 0 w ° U 4 li ❑ 4 4 7 1/2" CEMENT CONCRETE BARRIER CURB 5 1 /2" jI/- d 1"R a A � � n a d I ❑ d ° d ifl ❑ a 4 a a °4 d ° 4a 4 V-6" CEMENT CONCRETE BARRIER CURS AND GLITTER Li N D � 12" IL 12" 1/2'R 1/2-19 6 n ❑ a ❑ 16G c ° a Q a ° Q CEMENT CONCRETE ROLLED CURB_AND GUTTER NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" THICK PREMOLDED JOINT FILLER FULL THICKNESS OF CONCRETE. 2. FORM AND SUBGRADE INSPECTION REQUIRED BEFORE POURING CONCRETE - 1 EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE CURBS YELM GENERAL NOTES [STREET CONSTRUCT1OM 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. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD- PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALT,_ COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE- C- ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH 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 FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR-400OW PAVING ASPHALT. E, COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. F. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. G. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK - H, THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. 2Z APPROVED DWG. NO. � W 2---13 PUBLIC WORKS DIRECTOR DATE m DES. DWN. CKD. DATE JEG s -c S -C S -C 3/15/94 YELM GENERAL NOTES [STREET CONSTRUCT1OM 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. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD- PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALT,_ COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE- C- ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH 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 FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR-400OW PAVING ASPHALT. E, COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. F. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. G. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK - H, THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING. 2Z � W m aI o z z C.) D 01 IL D w I` CO Doo " N! LU CD 7 ❑Z Q�� +� 0 ZaL0 } r � ca r Z 0� W o 6 r (D 0 W Z 0) Cr) M Q W ❑ m 2 2 ❑ LLI LU 2 < U? _ ¢ QLd 24193, AL 66 Z O uLI Cm I U) I� r� uI W tin V Z r■� AGENCY NO - SHEET: 14 OF 35 H :IDG N121-000121-006ZD INDEX: 21-006 det.dwg JOB: 21-0�6 rn Q LU LU 0 Z d D.' 3 0 Z CL_ Z 0 S-7 Z U W U. O LLI N W F LL 0 Z 0 0 a ZI W V,mm D m IL D w I` CO Doo " N! LU CD ❑Z Q�� +� 0 ZaL0 r 0 4-0 >- C6 0(3) r Z 0� W o 6 r (D 0 W Z 0) Cr) M W W 2 66 Z O uLI Cm I U) I� r� uI W tin V Z r■� AGENCY NO - SHEET: 14 OF 35 H :IDG N121-000121-006ZD INDEX: 21-006 det.dwg JOB: 21-0�6 rn Q LU LU 0 Z d D.' 3 0 Z CL_ Z 0 S-7 Z U W U. O LLI N W F LL 0 Z 0 0 a ZI 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. 15' WIDE POND ACCESS ROAD (SEE POND ACCESS ROAD SECTION SHEET 17) 1 ° 4 ' o •El t3C, 9 S �2D31'16'E „ N 593489.78 y'+"'� r ..t + . t: �.J _ _ 149.45' # p E 108717.25 INSTALL CIL 15' WSDOT TYPE DRIVEWAY (SEE DETAIL SHEET 14) ry■. 1 -- ��� 7 0 ❑ p iplJCq� a e ftl N 593471.69 -a°. "V II 1� i E 108719.78 �;q'� • „ , �` INSTALL �• ` - - - - -'- - C 1 - WSDOT BOLLARD - - - - � o TYPE 1 4 �� ' -----, r° to EE DETAIL SHEET 4 - - (5 L '!) � �,a 3:1 SIDE SLOPES (TYP) 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) 5 LF 12" PVC @ 0.0000 FTIFT r 114 5$ N 593333.11 33A L -) 'J - E 108765.07 3• ~ ` a - J in N 3017 57 W 1320 5-1 IV CITY OF YELM i� 17 N 593473.32 MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN E 108724.51 SYSTEM NAD 83191, SOUTH ZONE 4602, PER 332.00 TCHPN, SCALED TO GROUND SCALE INSTALL ' own B a ;, �• "�' 1 - WSDOT BOLLARD 108717-91 ANGLE POINT - Q � TYPE 1 593386.37 108726.62 ANGLE POINT (SEE DETAIL SHEET 14)29 332.00 593364.62 108664.43 ANGLE POINT 1E 329.00 593137.38 108846.79 POINT OF CURVE 1F 329-00 593132-18 108847-08 CURVE MIDPOINT IG 329.00 593129.55 108842.58 END CURVE/ANGLE POINT 1H 329-00 593131.62 15' WIDE POND ACCESS ROAD (SEE POND ACCESS ROAD SECTION SHEET 17) 1 ° 4 ' o •El t3C, 9 S �2D31'16'E „ N 593489.78 y'+"'� r ..t + . t: �.J _ _ 149.45' # p E 108717.25 INSTALL CIL 15' WSDOT TYPE DRIVEWAY (SEE DETAIL SHEET 14) ry■. 1 -- ��� 7 0 ❑ p iplJCq� a e ftl N 593471.69 -a°. "V II 1� i E 108719.78 �;q'� • „ , �` INSTALL �• ` - - - - -'- - C 1 - WSDOT BOLLARD - - - - � o TYPE 1 4 �� ' -----, r° to EE DETAIL SHEET 4 - - (5 L '!) � �,a 3:1 SIDE SLOPES (TYP) 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) 5 LF 12" PVC @ 0.0000 FTIFT r 114 5$ N 593333.11 33A L -) 'J - E 108765.07 3• ~ ` a - J in N 3017 57 W 1320 5-1 IV CITY OF YELM i� 17 VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN DESCRIPTION SYSTEM NAD 83191, SOUTH ZONE 4602, PER 332.00 TCHPN, SCALED TO GROUND SCALE 108651-32 COORDINATES USING A COMBINED SCALE B FACTOR OF 1.00007995952- .. �� 33 334 �� .- k. - r- `�`` 1F , FIQ J. -TOP Y }'? A .JO 33Q f J R 333- ,1�� J f OWL � -- ----- 330 � 1© � � � . • 1 �a �5py IjIII 16 -J 6p a 6 ! u e4 . D BIORETENTION �.►• 1 REGIONAL CELL WITH - -- -- -- -- - - - - STORMWATER 1 UNDERDRAIN + l � DETENTION 334, ` � Y C,•?+ � -t- - - -1 + POND � -96 LF 12" Di @ 0.0104 FTIFT ° CLg - - - y I N 593345.57 .......333 I 33�a _ 0 F - - - - 4 E 108745.88 I- -�` INSTALL "a '� �' 1 r ROCK LINING OUTFALL ��? N 593402.73 -� } E 108651.32 - ,. - - I- - - - + " 11 FL 329.50 (12" N) '..............-- - ----6 ° ; y INSTALL ROCK LINING OUTFALL A - - ❑ FL 332.48" 12NW l ( ) 34 LF 12" PVC @ 0.0000 FTIFT q ~� V° N 593378.20 335 �►E 108694.66 �- h 335 INSTALL 40 LF 12" DIr•,c'�y CB -P3, TYPE 1 j . \��• @ 0.0050 FTIFT wl BEEHIVE GRATE r + RIM 333.50 FU TURF j FL 329.50 (12" S) L O T.S tea ° e 18+72.35, 129.96' RT (J) DIV 7 & 8 AA:+ i INSTALL + j, zs6 CB -P2, TYPE 1 RIM 331.72 I!1 + FL 332.68 (12" W) FL 332.68 (12" SE) t fi �I k 97 LF 12" D1 @ 0.0050 FTIFT V Y ~ f r 18+12.42, 33.21' RT (J) # INSTALL a� CB -P1, TYPE 7 I RIM 332.21 R FL 333.16 (12" S) I { 3c FL 333.16 (12" E) I l - 26 LF 12" D1 f @ 0.0050 FTIFT W -- _ c H ` w JI 1 P w w F ry iI(` v n n N Y v i s v � _ 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. ....... W Lu x 1 U? Lu _ to ROAD 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 ❑ 332.00 593364.62 108664.43 ANGLE POINT • 337' r _ ��� 33s r No 337 ,_ . ........ _....... .............. 3 DETENTION POND LAYOUT SCHEDULE POINT ELEVATION NORTHING EASTING DESCRIPTION 1A 329-00 593346-29 178712-57 ANGLE POINT 1 B 329-00 593317-46 108720-52 ANGLE POINT 1C 329.00 593305.32 108740.79 ANGLE POINT 1D 329.00 593210.80 108796-23 ANGLE POINT 1E 329.00 593137.38 108846.79 POINT OF CURVE 1F 329-00 593132-18 108847-08 CURVE MIDPOINT IG 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 11 329.00 593257.50 108710.80 END CRUVEIANGLE POINT 1K 329-00 593336.35 108683.68 ANGLE POINT 20 10 0 20 40 SCALE! 1" = 20' N 593040.57 E 108895.04 INSTALL ROCK LINING OUTFALL FL 328.50 (12" NW) A -i6 330 x�x_ 331 -. 332 .. -. *- Lel 24193 /0NAL E ' LCL W 0- p M z U m U N i1 foo U)N(o E � W m ' ' }Q� � r �� C z Q darn C ca r m L z W 0 D 0 W z m Q z W Q 2 w Lu z z w z o ❑ L)U Lel 24193 /0NAL E ' LCL W 611 foo U)N(o E �. W m ' ' }Q� u Q �� C z Q darn C r �J� L z W 0 D 0 W z 0) M cf) z W Q 2 u.i z o N� LL ld 57 Lu Lu ca z 9 3 Ir 0 z CL z O H N z 0 u w U) LL 0 W W LL 0 z a AGENCY NO. SHEET'. 15_ OF 35 H ADGNL21-000121-0M\GD INDEX. 21-006 pond.dwg JOB 21-006 3/4" DIAMETER SMOOTH--, BARS EQUALLY SPACED (4° O.C- MAX) C -B -RISER WUU I HJ VERTICAL BARS ° ' A HOOK CLAMP L ANCHORED e TO C.B. RISER LOOK CLAMP_DETAIL NTS 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 12' BIORETENTION CELL - - DWL 333.50- ^ _ "? I E BTM 332.00 I� HI fifiEl� 40 LF 12 DI @ 0.0050 FT/FT } 1 -lli�i� ��I � ISI IIlIIIII - 18" BIORET SOIL MIX 40 MIL HDPE LINER 6" PERFORATED PIPE UNDERDRAIN LAID FLAT EL. 329.50 1-112" WASHED DRAIN ROCK 4" COMPACTED SAND NATIVE 115` (TYP) SEE NOTE 1 PLAN VIEW NTS UPPER STEEL - BAND 314" 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„ (24 BANDS EVENLY SPACED) -SEE NOTE 1 J C14 SECTION A -A NTS STANDARD GALVANIZED !` STEPS OR LADDER 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 N.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. TOP OF POND EL 334.00 SIDES & BOTTOM OF FACILITY TO BE SEEDED WITH GRASS MIXTURE (SEE LANDSCAPE PLAN) ANCHOR PER DETAILS PIL TOP OF POND - SHEET 17 I ' EXISTING GRADE EL 334.00 �- POND ACCESS ROAD (SEE DETAIL SHEET 17) DETENTION POND - - - - - - - - - � ------------ - �- - z - - - - - .- `- � ROCK LINING .� OUTFALL FL 329.50 INLET 5 SEDIMENT STORAGE ----------------------------------------------------------- -----------1----------------------------------------------FL 329.50 \� ROCK LINING OUTFALL FL 328.50 1 - '"1tl=II��I�i�III` 96 LF 12 DI '1 I- @ 0.02060 FTIFT - - - - - -CTURE wl BEEHIVE GRATE 4" COMPACTED SAND LAYER BENEATH LINER (SEE DETAIL THIS SHEET) RIM 333.50 FL 329.50 NATIVE TOP OF POND EL 334.00 _I ANCHOR PER DETAILS SHEET 17 GRATED CONE RISER (SEE DETAIL THIS SHEET) TOP OF CATCH BASIN EL 333.00 DWL 333,00--- - - - - HANDHOLDS, STEPS OR LADDER RUNGS IN 5 LF 12" PVC FL 330.50 (NO POLY) LAID FLAT MAIN INLET FL 329.50 Y N Z a 2 � FL 32�7.50 STM 325.50 n a a o 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 DRAINAGE FACILITY SECTION A -A POND ACCESS ROAD (SEE DETAIL SHEET 17) PIL SIDES & BOTTOM OF FACILITY TO BE SEEDED WITH GRASS MIXTURE (SEE LANDSCAPE PLAN) TOP OF POND - EXISTING GRADE EL 334.00 ` DETENTION POND - - - - - - -DWL 333.00-- 12" 33.00- 10 � 1 .I $0 farr - V00,0 W,Wh.'00=//1/f &10/. %/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 EL 333.00 3" x 0.090" SUPPORT BRACKET ANCHORED TO CONCTETE WALL (MAX 3' VERTICAL SPACING) 0. 1.50 OUTLET FL 329.50 6" ELBOW WITH 2" DIAMETER ORIFICE SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN 12" STAINLESS STEEL OR ALUMINUM METERING DEVICE MD -'I CONTROL STRUCTURE N.T.S. [alTdi�c�ck�+:�7 r- MATCH EXISTING REMOVABLE WATERTIGHT COUPLING OR FLANGE TOP EL 334.00 POND ACCESS ROAD (SEE DETAIL SHEET 17)1 TOP i EXISTING GRADE EL 334.00 BIORETENTION CELL -III���-III------==DWL333.50_-T�1 ANCHOR PER DETAILS BTM 332.00 SHEET 17 1V 6.t PIL 15' G I I 4 0 I 4 a I Q III 61t l Q U) Qi dl U -.y U " 2 z ("7 goo J 0 IIS {0 co� Q �. WrnX U Q]�W ,: ri //� 0 U) ZQrn a ❑ 0 t 0 W ❑Ott r ❑ 0) m z M Z) L�W r z W WWL r w Q ❑ T w i ilii z z a• a Ill C7 }� . ROCK LINING OUTFALL FL 328.50 1 - '"1tl=II��I�i�III` 96 LF 12 DI '1 I- @ 0.02060 FTIFT - - - - - -CTURE wl BEEHIVE GRATE 4" COMPACTED SAND LAYER BENEATH LINER (SEE DETAIL THIS SHEET) RIM 333.50 FL 329.50 NATIVE TOP OF POND EL 334.00 _I ANCHOR PER DETAILS SHEET 17 GRATED CONE RISER (SEE DETAIL THIS SHEET) TOP OF CATCH BASIN EL 333.00 DWL 333,00--- - - - - HANDHOLDS, STEPS OR LADDER RUNGS IN 5 LF 12" PVC FL 330.50 (NO POLY) LAID FLAT MAIN INLET FL 329.50 Y N Z a 2 � FL 32�7.50 STM 325.50 n a a o 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 DRAINAGE FACILITY SECTION A -A POND ACCESS ROAD (SEE DETAIL SHEET 17) PIL SIDES & BOTTOM OF FACILITY TO BE SEEDED WITH GRASS MIXTURE (SEE LANDSCAPE PLAN) TOP OF POND - EXISTING GRADE EL 334.00 ` DETENTION POND - - - - - - -DWL 333.00-- 12" 33.00- 10 � 1 .I $0 farr - V00,0 W,Wh.'00=//1/f &10/. %/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 EL 333.00 3" x 0.090" SUPPORT BRACKET ANCHORED TO CONCTETE WALL (MAX 3' VERTICAL SPACING) 0. 1.50 OUTLET FL 329.50 6" ELBOW WITH 2" DIAMETER ORIFICE SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/DRAIN 12" STAINLESS STEEL OR ALUMINUM METERING DEVICE MD -'I CONTROL STRUCTURE N.T.S. [alTdi�c�ck�+:�7 r- MATCH EXISTING REMOVABLE WATERTIGHT COUPLING OR FLANGE TOP EL 334.00 POND ACCESS ROAD (SEE DETAIL SHEET 17)1 TOP i EXISTING GRADE EL 334.00 BIORETENTION CELL -III���-III------==DWL333.50_-T�1 ANCHOR PER DETAILS BTM 332.00 SHEET 17 1V 6.t PIL 15' G I I 4 0 I 4 a I Q III 61t l Q MAX. f�l f_� 6" ELBOW ED 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 - DRAINAGE FACILITY SECTION C'C ALUMINUM STUB WELDED TO METERING DEVICE RISER 2" STANDOFF - 12" ALUMINUM METERING DEVICE RISER TYPE 2-54 CATCH BASIN WITH FLOW RESTRICTOR N.T.S 12" PVC DISCHARGE PIPE 6" MAX- STANDOFF 6" ELBOW 2' MIN. CLEARANCE 8 d 6 . a SHEAR GATE & J CONTROL ROD 5 LF 12" PVC J _ FL 330.50 (NO POLY) LAID FLAT L PLATE WELDED TO ELBOW W/ 2" DIAMETER ORIFICE NOTE: PLAN VIEW ALL ORIFICES TO BE MACHINED N.T.S. I ELBOW RESTRICTOR DETAIL N.T.S. ~� LADDER RUNGS d' 24193 QFC ISTERIC ,S /OVAL E' �- Q U) Qi dl U m U " 2 z ("7 goo 0 IIS {0 co� Q �. WrnX U Q]�W >]aQ 0) E 0 U) ZQrn a ❑ 0 t 0 W ❑Ott r ❑ 0) m z M Z) L�W r z W WWL r w Q ❑ T w z z Y Ill C7 W T Q ❑ ❑ L] 24193 QFC ISTERIC ,S /OVAL E' ui W U) Qi dl Z O m ("7 goo 0 IIS {0 co� Q �. WrnX U Q]�W >]aQ 0) E 0 Z Q ZQrn a o�J 0 t 0 W ❑Ott r ❑ 0) z M L�W r z W WWL r w I ui r� z 0 U) w I- U) w Lu 0 z g 3 >- x 0 z d Z N z IS 1` c� cq z 0 L) w to LL 0 r w N w x U- 0 0 z 0 r a AGENCY NO. SHEET. 1-6 OF 35 H 1DGN121-00+7121-0061CD INDEX: 21-006 pond.dwg �oB: 21-OOfi in N �0Q�0�00�0�° l IIII olll J EXTRUSION VOL HDPE PPE BBOT SLEEVE u rr�\ff 'D" x 24" o"x12„ 1.25" i rr 18" x 22" NOTES MATERIAL: DUCTILE IRON, A-536 CL 80-55-06 APPROX WEIGHT 1OOLBS BEEHIVE GRATE FOR USE WITH SkW 20'x 24" REIT 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- BEVELING REQUIRED VFH LINER THIGONESS OF 60 MIL OR GREATER MOTES: tM SHEETS TACK WEIM TO(ET}iER AT OVERLAP TO FOR11 iUFORARY BONG PRIOR TO IE]DI4G rftlING NOT TO EXCEED 1/4- PAST 'SO= -Mr ON UllFI R SOL PROPER CARE 900 BE TALKER IN NOT RE] ovw Too MULL MATERIAL IM -0 GRINDING VACUUM TESTING IS THE NONDESTRUCTIVE SEAM TEST MPHOD FOR D[TRUSION WELM E X T R U S I O N W E L D NTS N wwft wLY*ya a onow4y pmomea, a,cv^*A afaaend deoarar Pdn-%o—Yp w lru*w RVwry w.re.� Ifrn.der e,aa n,flw aq raroafwaHhw w w ■pmoL r is Try 6wYgo• w an aefmaw" of mw of a tir~ for t+ w a Iwlpw wleYaw fad owTYNE ✓Yoe no rrpaaaew/oa t d Yf. trd►wo ar ryywa*r1r for aa4r'wlkrrr eaafa obm C* a npyrwrd woMiwMr alp--Yv= d ■ fwd' IX dont dw naada and,aq*w rf+d -ch pysY do CelnrYw wlra!i.cwc daaa4 w�'yrinvaaim daYi Yhap fri+fd Tu wd+pv}rt SHEET NO. DETAIL NORTHWEST LININGS & JOB MANE GEOTEXTILE PRODUCTS, Inc. JOB NO, (D www-northwestlmM&.com OATS CiECOk 2 L900 77TH AVE- SOM KENT, VMA. "032 BY: SCAfI E [253-872 m" M3] 8720245 F" 6' MAXIM M OVERUIP 4' NOIMIIAL OVERLAP MIN. MIN. �1 1 - AIR CHANNEL MATERIAL NOTES: AIR PRESSE TESTING IS ITE PRIMARY METHOD FOR NON OESTRUCTIVIE TE S nNG DOUBLE ELISION WEIDWG D0UBLE FUSION WELD HTS r1rr4.d LYi'va a 6wAeesa Peoduels, kie.KrMILI k not ■ A�wrW w�.wFv Mon � dew nates �►V w ve.ge �►v wrfoa Ifwi dea nee nwr erry raV,wrMa/on a+.+iria. sKprwr w rMr4 rsb awry twM�ys, wO,a fWbaig daegdp. A+.Ip Ter. pwlf�-y;rw QpvprR 1Altlet �w R. �w.pul�q. MNA Odra w Ian a.wr."GA ti iiw.i� w apgrwf Mr Try A+r��hmooffinliR Only a rsparrad Pdarqkro riw hra +vecYdb..d Ia­Mdps d a pews ' fdead M ert SLAW 1rr oath PojRt SHEET ND. BETAS NORTHWEST LININGS & JIB NAME GEOTEXTILE PRODUCTS, Inc. JOB NO. www.nordrweoinings.com DATE CHECKED: 21000 77TH AVB. SOUTH 5 24 11 KENT, WA. M8 2 BY: SCALE [253] 872-1244 W3) 872-0245 FAX 4EA1/4"x7x5" STRIPS UNIFORMLY SPACED AND WELDED TO 314x' FRAME FLOW 450 NOTE: ALL PARTS SHALL BE CORRISION RESISTANT- NO GALVANIZED STEEL SHALL BE USED WELD ENDS TO FRAME r MAX. 3" SPACING 314" X1/4" FRAME 314" DIA BARS 112" GALV BOLTS NOTE: PREFAB RACK INTO PIPE (NO BOLTS) TRASH RACK DETAIL N.T.S. WIDTH VARIES 1 -0' BACKFILL (LOADER - V HEEL CWACU) TUD LINER ,SARIS IKTD ANCHOR TRENCH TO ETD OF PANL OF BERM 0 3 I (VARIES) T Y P I C A L A N C H 0 R T R E N C H EXPOSED LUNG SYSU N T S HARE - PaYPROPYLI:IE - URETHANE - ODOLK UMM -- X R 5 r+Qr„+ye u+w a D Pradncar. M,c{rmtil b nol a k'al.od >rn IY. aiw eor noe prm ary*wfrFv w pr.Ma v afneoaw afr�l nail rR rvaa�raYwYe ar.rrrwrelrf,.aro. a 4 a. w Try tra.Ygr a an w mbf•ry dory d ew warfare 1w ■ prreuYr w.wpwpp wNwol A+e ti•+/r•frr WAIL M;bax.ru.6a.fa,nawawf�lw aaw Ory aryaarae prdefrio,W ar�wr rb lrak,.,ladpfda P.>k+Aw Palms wd h nrad..ef rprenar,e. d wd� poled: �, dww,nY. rift fprttc dlryi4 r4i�'9 er W Wlwrl dYY is erl wird 1br �rdr p1o�.d BEET ND• DETAIL NORTHWEST LWINGS & JOB HAMIf: GBOTFJC ME PRODUCTS, Inc. �• (D wwwmrthwcal]iningA.cam DATE 313 12 CHEM: SNS 21000 77TH AVRr SOLtM KINNF, WA_ 95032 SCALE CM) M4244 (20) 872-4245 FAX BY: SIG NTS EXTEND ROCK PAD A MINIMUM OF V ABOVE OUTFALL PIPE DISCHARGE PIPE w1 TRASH RACK ` 8' MIN. FL POND BOTTOM GEOTEXTILE FABRIC "." CRUSHED SURFACING TOP COURSE I" MIN. CRUSHED SURFACING SASE COURSE GUMF'AG I LU NAI IVR 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" SIEVE ARMOR POND A MINIMUM OF SIN 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. GRASS NOTE: THE TREATMENT INFILTRATION BASIN SHALL BE SEEDED OR SODDED WITH A SEED MIXTURE SUITABLE FOR WET CONDITIONS. THE FOLLOWING OR EQUIVALENT MIXTURE MAY BE USED: TALL FESCUE - ----40% KENTUCKY BLUEGRASS 15% PERENNIAL RYE -30% CHEWINGS FESCUE 15% APPLICATION SHALL BE 120 lbs/ACRE- IN ADDITION, 500 Ibs1ACRE OF 10-20-20 FERTILIZER, 200 lbs/ACRE MULCH, AND 40 lbs/ACRE SOIL STABILIZER SHALL BE APPLIED WITH THE SEED MIXTURE. SkWT TO APRON THERMAL EXTRUSION SEAM PER MANUFACTURER'S SMC FICATIONS SKIRT DLIRUSIOK� )Cxn EOPRDE GASKET LINER MEMBRANE BOOT TUBE -- LINER MEMBRANE BOOT TUBE ---- N HOLE FOR PEELRATION OF MDWANE SHALL BE CIC UNDERSIZED SO THAT STRETCHED LINER FORTIS A 1' FLANGE OVER THE PPE WALL •� f LINER SLOPE PENETRATION DETAIL PIPE HDPE, LLDPE N F 5 IYWh*M Uo w a C-.M.M Ttinea V-WMU as mi a k --W -*V—ft r,,, .,e 000 -01 ywyfr+w,pr a.I - w prerkfa ovynaarlrp awak+a w. a+w Tee w." ory npfr�wrr. a �frrai•S oyfafre w bopM.,* r r arty i.*r+Yy w f. dYuM�jr b OW a4ria drm~ fora pa p rp w.11e1y11 dlrlpmY Ur frropYYy IIYfL dor ar rgToaweadow w winw4 flare far !+o/ys w a'proplaw Ter f+wfk+f. Yri�allari Ary+ r�rared yiolrYuri w�wo aero ew oy.oYiad d ■ a++In+ar paf.df.w fw nadaaeb ti7/prae dred, f++>�ew, dalwe:,a+rt+r da. waM+Ydr9 rr r+aerlpn Orr r easewrad for..dT 94EET NO. DETAIL NORTHWEST LININGS & 'LOB NAME: GEOTEXTILE PRODUCTS, Inc. JOB No. 0 www nnTthwestlmmgft.ca® DATE: 12 11 o7 CHEC El KL/9C 21000 77TH AVE. SCUM IUM. WA- 960 x W. SG SCALE HTS (253) gn M" (233) MOMS FAX le IT HOPE PIPE BOOT APRON ¢< Z W 63 EXTRUSION VOL HDPE PPE BBOT SLEEVE REFER TO OFTAE FOR RBOIAIRED BANNING PIPE EWER MAIERIAL ExTRUSION V&D • CONCRETE SUPPORT PAD e BENEATH LINER (OPTION GEOTE)MLE CUSHION BUYUji EWER AID CONCRETE PAD i NOTES: ALL CONCRETE SURFACES TO BE STEEL TROAEL FNISHEA VAIN ROUNID AND SMOOTH EDGES SUGGESTED MTNIiIUM 000CREIE STRM-M 4000 P.S.I. OR AS DETEf111110 BY THE DESIGN ENGINEER H. D. P. E_ L. D. P. E. P I P E B 0 0 T I S O M E T R I C NT5 llwr.iwt eyara i GYnrio A,vlydr, McDfYM.} y rr/ . arrr.e anprrrr Irw and dr.f ,ef irdw a�+Mfv4 a pzf.Na arwawv arrrkrc fecal dnma wt n� .g ro'rr.wMMyw arrwraa�aq w#ow w �� fy fw.d dYaaiYrS wtar aaNae� of afddlha �+rM,P Urr+yerTlw,eer rrrapwpwa wweod �Yfarfer.yerq, f� nrl.. norafwwaerfrwrrTrrag ef.rerwr.rrr. w. for AV wombpoan- o,ya-000—pd..Wnrl.ry*w.r rho Irr w+d Iva.ledw ofa paAaM pcjrl .ti ti nor]Y ave wgirrnY d Ord, ~ ar dahfe,0 frifnlr>n ddd M are ■rw7 far roA pro)acL �a� Q LL l>ETFLtNORTHWEST LININGS & HAMS z im co OL V GEOTEX'TILE PRODUCTS, Inc- J% NO. 0 W wwwmQrthw-d-i°gs.com DATE: OEff� L7 W di m 2100 7fM AVB. S0UTR 1 15 04 M xENr, WA. "032 BY: SCALL W3) 872-024: (753) 87244 FAX a U vzi m 2! N U, ¢< Z W 63 0 N Z Q> w m W m m a LLJ z C7 W ❑ m ¢¢ [1= O o ¢ Lu U W 2 Q 0 ❑ _ Lli U N ,p 24193 Q iO/ST� �QIVAL E LL W 0 N Z Q> w m W ry li :)r LW X00 E pada ❑ �a� Q LL L I` 0 z im co OL V F-CC'i} � L r 0 W <J� Orn r 0 W di m z M Z W W � Z LTi Z. D LUI n LI] 0) ■rI Vl J I�wl W cl J MEN u < LL w z Rn a Ll] Lu a z AGENCY NO SHEET: 17 OF 35 Fi:\DG N121-=M-OD61CD INDEX: 21-0Gfi ponll.dwg JOB: 21 -DOB O CAST IRON /�I,COVER AND RING i -n PIPE MATERIAL E BY THE ENGINEE NOTE_ CLEAN-OUT LOCATION IN PAVED AREAS LOCATED ON EASEMENTS PROVIDE 2'-0" COVER AND FURNISH AND PLACE STEEL PLATE 118" X 2' 2' OVER PIPE END FOR DETENTION BY METAL DETECTORS CLEAN-OUT FRAME AND COVER REQUIRED WHEN BROUGHT TO THE SURFACE (SEE DETAIL) - r -FIBER JOINT PACKING ------APPROVED WATER TIGHT PLUG /ERTICAL PIPE IS TO BE CUT FOR ADE ADJUSTMENT CUT UPPER D AND PLUG WITH INSERT TYPE JG 45'BEND i"CLEAR MIN TYP AROUND kND BLOCK NOTE- CLEAN-OUT SIZE SHALL BE 6" CLEAN-OLIT DETAIL N.T.S STANDARD ST'DRIVIWATER NATES' 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 starmwater, 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 order. 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, of 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. 1st 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 taken 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 sitt-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. $. 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 Ill 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 survey 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 tossing 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- All 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- Ducti{e 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- Catch basin grates shall be directional grates where grade or slope is greater than or equal to I%. 22. A copy of the accepted storm water plans must 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 (6") 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 ENG #NEER 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. Lu W L7 Z M LU LLr m EC ❑ #3 BAR EACH CORNER ri917- ZT.-k � FRAME AND VANED GRATE r.� 2. 4', 8", 12". OR 24" 6- (IN) HEIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION SEE TABLE i 1. Zn STEPS OR LADDER Nr RING SEPARATE BASE PRECAST tis E:L!:il�[a1 PIPE ALLOWANCES CATCH BASIN DIAMETER MAXIMUM PIPE MATERIAL INSIDE MINIMUM DISTANCE BETWEEN KNOCKOUTS DIAlNETER 4" (RICHES) REINFORCED OR 12., PLAIN CONCRETE 4.5" ALL METAL PIPE 15" CPSSP 12" (STD. SPEC, SECT. $4(K2e) 8" SOLID WALL PVC 15" (STD. SPEC. SECT. 9-05.1$(1)) 6" PROFILE WALL PVC 15" (STD. SPEC. SECT, 9-05.12(2)} 84" * CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNEF 18" (IN) MIN _ CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION .err.. 1 t INTEGRAL BASE PRECAST WITH RISER {48" (IN) - 72" (IN) ONLY) FLAT SLAB TOP MORTAR (TYP-) REINFORCING STEEL (TYP.) GRAVEL BACKFILL FOR z` PIPE ZONE BEDDING 6 (SEE NOTE 1) ALTERNATIVE PRECAST BASE SECTION C U) c •� NOTES i] m 0 Z 2 1. As acceptable altematives to the rebar shown in the PRECAST BASE Da U) SECTION, fibers (placed according to the Standard Specifications), or ❑ wire mesh having a minimum area of 0-12 square inches per foot shall 7 be used with the minimum required rebar shown in the ALTERNATIVE 0 ;�: co Q > PRECAST BASE SECTION. Wire mesh shall not be placed in the W in 0 LU knockouts. Z Z 0 L J LU ¢ ¢ 2. The knockout diameter shall not be greater than 20" (in). Knockouts shall w 2 ❑ have a wall thickness of 2" (in) minimum to 2.5" (in) maximum- Provide 01 ❑ U 1 W a 15" (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. 4, C' 5. The Precast Base Section may have a rounded floor, and the walls may x G be sloped at a rate of 1 24 or steeper- �A 5. The opening shall be measured at the top of the Precast Base Section. 24133 7. Alf pickup holes shall be grouted full after the basin has been placed. rST�G�` CxVAL IS ��� pry ►rtisy� -411. AO ,p 41619 O V *Cf ST6R�' Cs Fs,ONA� B� Julie Heilman 6/ 2420-09-01 07:52:50 -07'00' CATCH BASIN TYPE 7 STANDARD PLAN B-5.20-03 SHEET i OF 1 SHEET APPROVED FOR PUBLICATION ialisignd y . s'0Y" Roark, Steve o�gii. ��y �e�n994SZ3.07W STATE DESKM ENGNE£R AM Weshiegpn �/d+ DrpvleNnt of Tmnspanofivn 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 of down - The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" (in) minimum to 25" (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. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" fi" 36" 8" 54" 4.5" 8" 42" 8" 60" S" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8.84h 48" 84" 12" 120" 10" 12" 96" 12" 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH PIPE MATERIAL VATH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP 1 , PP .a: SOLID WALL_ PVC,4, PROFILE WALL PVC(*} 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" W. 60" 72" 60" 48" 48" 120" 663 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" 1Q CoFrugated Polyethylene Storm Sewer Pipe (See Standard Specification Section 9-05.20) (See Standard Specification Section 9-45.12(1)) (See Standard Specification Section 9-05.12(2)) Polypropylene Pipe (See Standard Specification Section 9-05.24) HE]'s i3V VAI di Fe -;y 4C. , o,819 Vi P ,p�� f S T' *, . \- , �70NAL F )4 �( 18 1 Heilman, 'L._ . Feb 20 zo I x 2:49 PM CATCH BASIN TYPE 2 STANDARD PLAN B-10.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION kl, M.: "'I� I U 0 1 AM y NTA1l: OFyIf;N ENGNEER s Washington Slnt" R"pnrfm"+" vF Tro,xponclion I� AGENCY NO SHEET: 18 OF 35 H \DGN>21-00W21 -0MCD INDEX: 21-006 det.dwg JOB: ��-ass h N LLJ Z a Ir 3 t- 0 Z ti CL_ x Z 0 f - n1 Z 0 U LLI rn LL 0 LLI 1- LIL0 Z 0 >z 0 CL W N 0 4] ` Q q > II W N N COQ W E 0) U Q Z Q L � C �� 4 Zdrn CL C ..Z L0 0 +0 ++ co �J 00) C W W r- M (1) Z co Z W W 7 2 LLI I� AGENCY NO SHEET: 18 OF 35 H \DGN>21-00W21 -0MCD INDEX: 21-006 det.dwg JOB: ��-ass h N LLJ Z a Ir 3 t- 0 Z ti CL_ x Z 0 f - n1 Z 0 U LLI rn LL 0 LLI 1- LIL0 Z 0 >z 0 CL Q Z 0 rn 7 LLI IY I� AGENCY NO SHEET: 18 OF 35 H \DGN>21-00W21 -0MCD INDEX: 21-006 det.dwg JOB: ��-ass h N LLJ Z a Ir 3 t- 0 Z ti CL_ x Z 0 f - n1 Z 0 U LLI rn LL 0 LLI 1- LIL0 Z 0 >z 0 CL 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. ~ �s ss 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" WATER IRRIGATION METER wl DCVA w W W _Mft--.ft soft -omw NEW WATERMAIN STUB -------------------- _ - EXISTING 12" WATER REUSE EXISTING 12" WATERMAIN I7 F1T17 LJ ILL LJ ,L y EXISTING 8" y WATERMAIN EXISTING 8" WATER STUB CONNECT TO EXISTING - 8" WATERMAIN STUB -- EXISTING 8" WATER STUB CONNECT TO EXISTING 8" WATERMAIN STUB NEW 8" PVC WATERMAIN (TYP) WATER SYSTEM MAP IIt=300' TA N OMA TERRA DIV 5 & 6 ' I I TPN I + 78640000015 ' TRACT 12 I +� TA H OM A TERRA HOLDINGS LLC I � � r Eu TMJ) t DEVELOP HATTON GODAT PANnER r (i) CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN SYSTEM NAD 83191, SOUTH ZONE 4602, PER W TCHPN, SCALED TO GROUND SCALE "z a COORDINATES USING A COMBINED SCALE Z FACTOR OF 1-00007995952. 30 15 0 30 60 SCALE: V= 30' DIV 7 NEW HYDRANT [NP) s 0 0 0 0 v m av ti z CL H Lo�j� W 0- W a "z a IN Z L7 m V u 0 N - ]0o r Q ., W U) Z � LL 1: Q darn a � m L } IYO Wr- O [0 0 W IA m Q Z w 0 m© 2 7 Z w w z Q U w Z 0 ❑ 01 p Lo�j� W f- IN Z QW °m > I` 0 N - ]0o �� Q ., W Z � LL 1: Q darn a Q nJn L Z IYO Wr- O [0 0 W IA m Z w W Z w Lo�j� f- z 0 w m s � uai LLI OD Z r 0 z X Oct 2 W 0. � z J lz CL W ur z z U)"Q 0 M r� z m ..� J w w V) a 0 a W LU LU �N �. �'LLI o 0 U.U. 0 z v It 0 a AGENCY NO SHEET: - 19 - OF 35 H iQGNQ1-000121-0WCd INDEX: 21-006 wtr.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 - 365 360 355 350 345 340 335 330 325 320 y+l0 0 1 00 11+00 DRIB A' C/L INT -- 11 +90.7 5 NT--11+90.75 (A) = 16+29-39 (H) 11+96.29,8.59- LT (A)= 15+38.24, 5.00' RT (H) INSTALL 1 - 8" TEE (FL) 1 - 8" ADAPTER (FLxMJ) 2 - 8" GV (FLXMJ) BLOCKING FIRE SPRINKLER LINE DCDA INSIDE BUILDING (SEE MECHANICAL PLANS, TYP) 13+31.04, 38.50' LT (A) INSTALL 1 - FDC (CONTRACTOR TO CLEARLY LABEL "BLDG C") 13+29.00, 41.35' LT (A) INSTALL 1 - 4" GV wl POST INDICATOR BLOCKING 13+27.04, 38.50' LT (A) - INSTALL 1 - FDC (CONTRACTOR TO CLEARLY LABEL "BLDG B") SEE SHEET 21 ' BLDG '6' 14+98.79, 26.11' LT (A) - INSTALL 1 - 4" GV wl POST INDICATOR BLOCKING 13+40.13, 37.33' LT (A) INSTALL 1 - 1-112" WATER METER (BLDG C) 1 - 1-112" RPBA 9 LF 4" D.I. -- FIRE LINE }- - B`pG •G ZVI. u 25 LF 4" D.I. FIRE LINE Eo -— +00 — a /see IrjllC�-r.�x 133 LF ATER 13+29.04, 6.00' LT (A) 87 LF 8" PVC ' 13+29.04, 16.32' LT (A) J .. 1 _ g"x6" INSTALL TEE (FLxMJ) 13+53.04, 5.12' LT (A) WATER � INSTALL GV (FLxMJ) INSTALL 14+41.94 6.00' LT (A) 1 - 6"x6" 1 - 6" TEE (FL) 1 - 8BEND 1 - 8" 11-114° BEND (MJ) INSTALL 16 LF 6" PVC " 22-1120 1 - 6' ADAPTER (FLxMJ) BLOCKING BLOCKING (MJ) 1 - 6" GV (FLxMJ) (STD DWG 4-11) (STD DWG 4-13) BLOCKING 4 1 - HYDT ASSEMBLY (STD DWG 4-7) 13+36.72, 37.33' LT (A) (STD DWG 4-13) (13+21.63,16.32' LT) INSTALL 23 LF 8" PVC 1 - 4"x6" REDUCER (FLxMJ) 1 - 1-112" WATER METER WATER 53 LF 8" PVC --' BLOCKING (BLDG #B) (STD DWG 4-3) WATER 1 - 1-112" RPBA (STD DWG 4-17) MAINTAIN 42" MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE FIRE SPRINKLER LINE DCDA INSIDE BUILDING (SEE MECHANICAL PLANS, TYP) 15+00.74, 22.90' LT (A) INSTALL ------- 1 - FDC (CONTRACTOR TO CLEARLY LABEL "BLDG D") HAM M CODAT 15+05.51, 22.66' LT (A) PANnER INSTALL Y I - 1-712" WATER METER (BLDG D)�� 1 - 1-112" RPBA 15+07.87, 6.00' RT (A) INSTALL 1 - 8" 22-1120 BEND (MJ) BLOCKING 10 LF 8" PVC WATER 14+99.21, 4.24' LT (A) INSTALL 1 - 8"x6" TEE (FLxMJ) 1 - 6" GV (FLxMJ) 13 LF 6" PVC BLOCKING �- 14+98.64, 16.90' LT (A) INSTALL 1 - 6"x6" TEE (FL) 1 - 6" ADAPTER (FLxMJ) 1 - 6" GV (FLxMJ) (STD DWG 411) 1 - HYDT ASSEMBLY (STD DWG 4-7) (15+03.58,17.70' LT) 1 - 4"x6" REDUCER (FLxMJ) BLOCKING CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN II SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE F- COORDINATES USING A COMBINED SCALE r FACTOR OF 1.00007995952, 30 15 0 30 60 SCALE: I"= 30' FUTURE LOTS p DIV 7 & s 16+33-00,6.00* LT (A) 17+04.43, 5.00' RT (J) CIL INT INSTALL 16+27.94 (A) = 1 - 8" TEE (FL) 16+98.12 (J) 2 - 8" GV (FLxMJ) 7 - 8" ADAPTER (FLxMJ) BLOCKING r — - 1 S 125 LF 8" PVC WATER 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. I u+uu 1 'I +vu 3TE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES - IE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOI CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE 4E AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY (CAVATION. 1 "Y -+W I J+uu 14+00 DRIVE "A" PROFILE I[.7 EIi 365 360 355 350 345 340 335 330 325 320 in+r5 2 Q U z m m :E U 0 II II F- r z W > Q. W W D m �m w Z L7 Lu ❑ ❑ m ❑ w U 2 ¢ U Q Lu ❑ U (6 0 - L�r Is(71 \, -11p�24193 Lv� /D►VAL E�` 1� W 0 z W > Q. W W D goo D U) Q) 0 ��47 gyri L ❑ Z E 0 Q z 0) a0) a C O o �J� L � W a�rn r 0 0W Z 0 � (y) L r z W W F Lu 2 ui D gyri z O Lo Lu I ml • T� Aco (y) 0.W g w J Now 0 In 0 Co w pC to IL w ti ca z m w a W Z Now 0 m 5 �0. c AGENCY NO. SHEET: 20 OF 35 H OGM121-GOWl-OMCD INDEX.21-006 wtr .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. FIRE SPRINKLER LINE DCDA INSIDE BUILDING i (SEE MECHANICAL PLANS, TYP) 17+11.14, 30.13' LT (H) INSTALL 1 - FDC (CONTRACTOR TO CLEARLY LABEL "BLDG A") 65 LF 8" PVC WATER _ t SEE SHEE7 20 FUTURE DE VEL OPMEN T TRACT 32 = _ r TAHOMA TERRA HOLDINGS SLG 00 o I �L _ _ I N r r i Ik I kk 1 'I ! L _ _I 1 �1 IF k k1 I II 15+64.78, 5.00' RT (H) INSTALL 1 - 8" CAP (MJ) BLOCKING 10 LF 8" PVC WATER 15+74.75, 5.00' RT (H) INSTALL 1 - 8"x6" TEE (MJxFL) 1 - 6" GV (FLxMJ) (STD DWG 4-11) 1 - HYDT ASSEMBLY (STD DWG 4-7) (15+74.76, 20.00' RT) BLOCKING 365 CIL INT - 11+90.75 (A) _ 16+29.39 (H) 360NATCH EXISTING ,I 75+52 44 EL. 356 77 355 350 345 340 335 330 a Lo [p cm ti SEE I � SHEET2p 11+96.29,8.59- LT (A)= 16+38.24, 5.00' RT (H) INSTALL 1 - 8" TEE (FL) 1 - 8" ADAPTER (FLxMJ) 2 - 8" GV (FLxMJ) BLOCKING 75 LF 8" PVC WATER - 17+13.143 31.82' LT (H) INSTALL 1 - 4" GV wl POST INDICATOR = BLOCKING (CONTRACTOR TO CLEARLY �$ LABEL "BLDG A") 17+16-83,28-35' LT (H) INSTALL 1 - 1-112" WATER METER (BLDG A) 1 - 1-112" RPBA 17+19.78, 28.35' LT (H) INSTALL 1 - 1" WATER IRRIGATION METER wl DCVAIBACKFLOW PREVENTER •A. (DCVAIBACKFLOW PREVENTER TO BE INSTALLED BY LANDSCAPE CONTRACTOR. SEE LANDSCAPE PLAN FOR IRRIGATION SYSTEM] EXISTING 12" WATER REUSE EXISTING 12" WATERMAIN in ° ■ I f t . • P Z. -P — EXISTING FIRE HYDRANT LIZ 1� I� 0 ry slJ l —18 LF 8" PVC WATER 17+13.03, 5.00' RT (H) INSTALL 1 - 8"x4" TEE (MJxFL) 1 - 4" GV (FLxMJ) 37 LF4"D.I. BLOCKING MAINTAIN 42" MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE 2: 7 15+64.78, 5.00' RT (H) INSTALL 1 - 8" CAP (MJ) BLOCKING GRADE BREAK 75+69." EL. 347 10 LF 8" PVC ` WATER l 15+74.75, 5.00' RT (H) INSTALL 1 - 8"x6" TEE (MJxFL) 1 - 6" GV (FLxMJ) (STD DWG 4-11) 1 - HYDT ASSEMBLY (STD DWG 4-7) (15+74.76, 20.00' RT) BLOCKING 325 SCALE: �: } I =21M. 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 - r CIL INT f6+29.39 (HJ= 77+90,75 (A) EL. 346.29 EXISTING 8" WATER STUB 17+32.97, 5.00' RT (H) CONNECT TO EXISTING 8" WATERMAIN STUB INSTALL I - 8"xfi" TEE (MJxFL) 1 - 6" GV (FLxMJ) (STD DWG 4-11) 1 - HYDT ASSEMBLY (STD DWG 4-7) (17+31.05, 20.00' LT) BLOCKING CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH, SIZE & FITTINGS REQUIRED PRIOR TO CONSTRUCTION. PROPOSED FINISH GRADE @ PROPOSED CIL I EXISTING GRADE C PROPOSED CIL MATCH EXISTING 77+43.37 EL. 344:02 6" SAND ` 42" MIN - CUSHION 1 COVER 6" SAND REQ'D�Q8" STMCUSHIONS" STM y EX. 12" STM 65 LF 8" PVC WATER i 16+00 17+00 IHI ROAD PROFILE 18+00 365 360 355 350 345 340 330 325 18+25 CITY OF YELM REQ ❑ MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN SYSTEM NAD 83191, SOUTH ZONE 4602, PER h - �- 75 LF 8" PVC � COORDINATES USING A COMBINED SCALE T WATER ++ EXISTING 8" 17+13.03, 5.00' RT (H) J' WATER STUB m INSTALL D Q o 17+32.97, 5.00' RT (H) 7 1 - 8"x4" TEE (MJxFL) CONNECT TO EXISTING 1 - 4" GV (FLxMJ) I. 8" WATERMAIN STUB 37 LF 4" D.I. INSTALL BLOCKING 1 - 8"x6" TEE (MJxFL) z 11+96.29, 8.59' LT (A)= 1 - 6" GV (FLxMJ) (STD DWG 4-11) 16+38.24, 5.ap' R'L(H)--, 1 - HYDT ASSEMBLY {STD. DWG --477J INSTALL 18 LF 8" PVC (17+31.05, 20.00' LT) 4 1 - 8" TEE (FL) WATER BLOCKING 1 - 8" ADAPTER (FLxMJ) CONTRACTOR TO FIELD VERIFY 2 - 8" GV (FLxMJ) LOCATION, DEPTH, SIZE & FITTINGS BLOCKING REQUIRED PRIOR TO CONSTRUCTION. 1 i 16+00 17+00 IHI ROAD PROFILE 18+00 365 360 355 350 345 340 330 325 18+25 CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN SYSTEM NAD 83191, SOUTH ZONE 4602, PER h - TCHPN, SCALED TO GROUND SCALE � COORDINATES USING A COMBINED SCALE T FACTOR OF 1.04007995952, 30 15 0 30 60 SCALE: 1" = 30' az U rn n7 2 d U � o a m it � h - � T Q cn m u1 z (?U a m LuLu D Q o T Q 7 W 0 N Z W m 7 It) W N a0 -cm 0 rQ Q�LL ❑' Z C er ca 0<Za(D OLa o4-1Q� c 7 U) 0 0) L W r O 0 W o) co z m z W W F` 2 rxi h - Q rr� z O ul or a Lu t7 z rr D z CL X N z 0 ry N z 0 U w 0) u- 0 w N uj 2 H LL O z 0 0 AGENCY NO SHEET: 21 OF 35 H:oGN12i-"\21-0%'\CD I N DEX:21-006 wtr D&D. dWa SOB: 2�-OOfi 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 (360) 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 AWWA C905 WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18- 4. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 CLASS 50 OR GREATER, AND SHALL BE 1/16 -INCH CEMENT LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA 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 R/W 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 AVK. 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 SHUT DOWN 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 SHALL 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 SIZE A B 1 112" 13 1/4" 15" 2" 17 1/4' 15" APPROVED METER BOX LID - *1730 DI READER LID BOX - *BCF 1730 X 12 BASE *OR APPROVED EQUAL �I a METER BOX r2' 2" POLYETHYLENE IJNE BALL VALVE L� 17" A 1 1/2"-2" MALE j ADAPTER }1 LENT BALL VALVE GATE(CURB STOP} CHECK VALVE DDLE 30" ROM AC 202S OR 2% SLOPE TO Bax 48 TO CENTER OF BOX 910 GATE VALVE HOUSING AND UD �. CURB a. CHECK VALVE 14 GAUGE' BALL VALVE INSULATED = -- - -'a A ° A COPPER TONING WIRE WRAPPED 1 1/2" 811-666 ° RE�{� TF - AROUND THE 2" - Bii-77 PIPE (SEE 1 1/2" - C86 - 66 B GENERAL NOTES 2" - C86 - 77 12" NO. 7) FORD PACK JOINT CORPORATION STOP TYPE FB 1101 PLASTIC LINE (USE 200 PSI 8Y -PASS VALVE 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, 1. STAINLESS STEEL INSERTS REQUIRED FOR ALL PACT{ JOINTS. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER 2. GASKET AND I.P. THREADS. 3. CITY STANDARD FOR COPPER SETTERS ARE: 1 1/2" - FORD VBH 76-15B13 OR EQUAL 2" - FORD VSH 77-15B17 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 DWG- NO. 4-3 1 1/2" TO 2" METER SERVICE PUBLIC WORKS DIRECTOR DATE DATE DES. MKD DMMKD KD. EG 12/2016 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. MEGA LUG RING SEAL WITH MASTIC AND MORTAR FLOW FROM MAIN - 12 I R/W LINE FOR DUAL SERVICE 12° R/W LINE SEAL WITH MASTIC MEGAAND MORTAR LUG R€NG� Ld SEAL WITH I vii PLAN VIEW MASTIC DOUBLE BUILDING FLOW FROM FIRE DEPARTMENT CONNECTION MORTER SERVICE PRECAST CONCRETE VAULT & LID SEE DETAIL i 4-C2 REMOVEABLE DOORS, SEE DETAIL 4-4.2 FINISHED GRADE - TI—TrI I BILCO LADDER UP3" FLANGE COUPLING } FLANGE COUPLING PTOR 12" MIN. ADAPTOR a N rr raI NO x oar WE om WE 1 I3. ` RAIN- �I M EL NO. 2 6" SE z 3/4" (DCVA) � MIN. 5/8' WATER U m METER, SEE �sur�w. SEE NOTE CITY S NOTE 4-2" MIN. 12" MIN. �7, PRECAST CONCRETE . NO. 3012 VAULT SEE DETAIL # FLG. COUPLING-- 4-4.2 U) Ld SEAL WITH I vii PLAN VIEW MASTIC DOUBLE BUILDING FLOW FROM FIRE DEPARTMENT CONNECTION MORTER SERVICE PRECAST CONCRETE VAULT & LID SEE DETAIL i 4-C2 REMOVEABLE DOORS, SEE DETAIL 4-4.2 FINISHED GRADE - TI—TrI I DOUBLE DETECTOR CHECK VALVE APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-4 DATE SES MKD D `IKD WN KDJEG 12/2016 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE WITH 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 2035 OR CURRENT ADDITION. 2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST 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 SHAM PROMPTLY FORWARD THE TEST RESULTS TO:THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO 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. & 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. DOUBLE DETECTOR CHECK VALVE NOTES PAINT HYDRANT SUN YELLOW HIGH GRADE ENAMEL # 13312 r4p c{FG\ I TO SUIT TRENCH DEPTH TOP VIEW HYDRANT LOCI( APPROVED BY DWG, NO - PUBLIC WORKS DIRECTOR DATE 4-4.3 DATE Es.KD. DWNlivn KD'Icr_ 121201f I- LIMITS OF PAYMENT WEATHER SHIELD AND HYDRANT LOCK BONNET 2 1/2' HOSE CONNECTION WITH THREADS 4 112- STEAMER CONFECTION 2 WITH NST THREADS & 5" STOR2 } ADAPTER STYLE S-37 W/SC CAP 18"-24' STANDPIPE 3' MINIMUM - EACH PIPE JOINT 6" ,#1106 E8AA IRON, INC. m 1.2 5r MIN. d HYDRANT OFFSET SEE VALVE BOX AND VALVE STEM DETAIL - 4 -11 � GROUND 6" FLANGED FIRE HYDRANT TEE V. t 7BACKFILL ., L6" CLASS 52 DUCTILE IRON PIPECUT TO LENGTH 6" GATE VALVE, FL X MJ SEE NOTE BELOW VARIES4"X8"X16" CONCRETE BLOCK ANT SHOE O TOP OF DRAIN RING HOUSING BOLTS ASHED 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 SHALL 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 OWN KD. DATE -- MKD �ifCD JEG 12/2016 BILCO LADDER UP3" MIN- SAFITY POST a N �DDER 1 M EL NO. 2 SE z z U m UI CITY S NO. 3012 FLG. COUPLING-- U) MEGA LUG ADAPTOR, TYP. FLANGE RING m COUPLING SEAL WITH MAS11C ADAPTER AND MORTAR LFLOW— 2 7 Lu Lu� MEGA 2" LV ADJUSTABLE STEE 12 MIN. 1 LUG RING PIP SUPPOR SEE NOTE 30" MAX. SEAL WITH , Q MASTIC AND -..—•, = 12 MIN, 1 MORTAR = r•' a'- .w ' r �� ' *� 112 "GATE VALVE FLOUR TO WASHED AT FAIN SLOPE TO SUMP SEE NOTE ROCK DRAIN 1 CITY STD. X303.2 SECTION DOUBLE DETECTOR CHECK VALVE APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-4 DATE SES MKD D `IKD WN KDJEG 12/2016 NOTES FOR: DOUBLE DETECTOR CHECK VALVE ASSEMBLY (DDCVA) INSTALLATION 1. INSTALLATION OF THE APPROVED BACKFLOW ASSEMBLY SHALL BE IN ACCORDANCE WITH 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 2035 OR CURRENT ADDITION. 2. BACKFLOW ASSEMBLY MUST BE SELECTED FROM WASHINGTON STATE DEPARTMENT OF HEALTH LIST 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 SHAM PROMPTLY FORWARD THE TEST RESULTS TO:THE CITY OF YELM, WATER DEPARTMENT, PRIOR TO 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. & 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. DOUBLE DETECTOR CHECK VALVE NOTES PAINT HYDRANT SUN YELLOW HIGH GRADE ENAMEL # 13312 r4p c{FG\ I TO SUIT TRENCH DEPTH TOP VIEW HYDRANT LOCI( APPROVED BY DWG, NO - PUBLIC WORKS DIRECTOR DATE 4-4.3 DATE Es.KD. DWNlivn KD'Icr_ 121201f I- LIMITS OF PAYMENT WEATHER SHIELD AND HYDRANT LOCK BONNET 2 1/2' HOSE CONNECTION WITH THREADS 4 112- STEAMER CONFECTION 2 WITH NST THREADS & 5" STOR2 } ADAPTER STYLE S-37 W/SC CAP 18"-24' STANDPIPE 3' MINIMUM - EACH PIPE JOINT 6" ,#1106 E8AA IRON, INC. m 1.2 5r MIN. d HYDRANT OFFSET SEE VALVE BOX AND VALVE STEM DETAIL - 4 -11 � GROUND 6" FLANGED FIRE HYDRANT TEE V. t 7BACKFILL ., L6" CLASS 52 DUCTILE IRON PIPECUT TO LENGTH 6" GATE VALVE, FL X MJ SEE NOTE BELOW VARIES4"X8"X16" CONCRETE BLOCK ANT SHOE O TOP OF DRAIN RING HOUSING BOLTS ASHED 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 SHALL 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 OWN KD. DATE -- MKD �ifCD JEG 12/2016 °F Wq 24193 0 ISTERFti , �S /SIAL F t' W N 4i Z om Q > W LoLo Doo WN(o mll 0 LU rnj� U }QQ QLL p0 ��Q Ir a I"- N LD p CD 0�4- 2J(D I L U) 0m z w ° a 0 w a) Z Ly) z W W � 2 AGENCY NO SHEET: 23 OF 35 H :OG M 12 1-00012 1-0061C D I N DEX. 21-006 det.dwq JOB: 21-006 a N of z z U m UI ry U) m � ❑ Q ❑m 2 7 Lu Lu� z Q = C¢] ❑ ❑ U iI} °F Wq 24193 0 ISTERFti , �S /SIAL F t' W N 4i Z om Q > W LoLo Doo WN(o mll 0 LU rnj� U }QQ QLL p0 ��Q Ir a I"- N LD p CD 0�4- 2J(D I L U) 0m z w ° a 0 w a) Z Ly) z W W � 2 AGENCY NO SHEET: 23 OF 35 H :OG M 12 1-00012 1-0061C D I N DEX. 21-006 det.dwq JOB: 21-006 OUTSIDE PAVED AREA 2" 1 i RECESSED HANDLE TYPE COVER INLAND FOUNDRY #248 VALVE 6 3/4" BOX WITH "WATER" CAST IN 1D" 8 3/4' UD OR OFCO 910 SECTION FINISHED GRADE r 6" ................ ._..-. TRACER WIRE lO" OR 18" SEAL WITH AR4ODDW N 6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034. RISER PIPE TO ACP BE PLUMB AND CENTERED OVER 1�- CSTC w VALVE STEM. 1 1/4* low z w a BALLAST--ZVALVE STEM RISER 0.5' CONCRETE CL 3000 REQUIRED WHEN MAX. 36" IS EXCEEDED (LENGTH VARIES) INSIDE PAVED ROADWAY TRENCH BOTTOM NOTE: ALL VALVES MUST HAVE 14 GUAGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER GATE VALVE SHOWN -SIMILAR PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. INSTALLATION REQUIRED FOR BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND (D VALVE OPERATING NUT OR 1 7/8" X 1 7/8' X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. NOTE: (2) 3/16" Thk X 5 1/5' DIA STEEL GUIDE ALL WELDS TO SHAFT SHALL BE 1/4n FILLET PLATE WELDED TO RISER SHAFT. WELD ALL AROUND. Q 2"X2'X 3/16" SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. �-�• CITY OF YELM APPROVED BY DW ■r■ J, �t OW M ma ro Nwirm MR rel 11A SIDE MEW SIDE VIEW SIDE MEW TEE CROSS GATE VALVE i ,. i . 1prf TEE WITH CROSS WITH CROSS WITH PLUG PLUG PLUGS 7ili.y 45' - 90' RTICAL BEN D NOTES: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. PLASTIC BARRIER SHALL. BE PLACED BE- TWEEN ALL THRUST BLOCKS & FITTINGS. 3. ANCHOR REBAR SHALL BE 5/8" MINIMUM DIAMETER. - CITY OF YELM APPROVED BY DWG. NO. tom`' TE STANDARD BLOCKING DETAIL PUBLIC WORKS DIRECTOR DATE DES. MKD DWNMKD KDJEG DA 4-13 12/2016 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. e THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE DIAMETER 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND DEAD END OR TEE 4" 3,600 2,000 1,000 500 2,600 6" 8,000 4,400 2,3x0 1,200 5,700 8" 14,300 7.700 4,000 2,000 10,100 14" 22,300 12,100 6,200 3,100 15,800 12" 32,000 17,400 8,900 4,500 22,700 14" 43,600 23,600 12,100 6,100 30,800 16" 57,000 30,800 15,700 7,900 44,300 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 -. 3004 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 TO 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 DEPTF OF COVER OVER THE PIPE EXCEEDS 2 FEET SOIL POUNDS PER SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 1,000 SAND 2,600 SAND & GRAVEL 3,000 SAND & GRAVEL 4,000 CEMENTED WITH GROUND TEST COCKS 6" MIN. SHUTOFF VALVES REQ'D.) 3" CLAY HARD SHALE 10,000 CITY OF YELM APPROVED BY DWG. NO. THRUST LOADS PUBLIC WORKS DIRECTOR DATE 4-14 DATE DES.MKD D IMKD WN KDJEG 2/2016 J • i] ❑ J 3" 3" C3 0 .a 6" TOP VIEW a 4 - • ♦ �-. n 11-ci00 o, °cir,� �l►aPo 1�� ° °per°•}V'/ •Q�d "U• � (BELOW GROUND INSTALLATION) GRAVEL 12" MIN, NOTE: ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL HATH 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. VALUE 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 ❑tRECTOR DATE 4-16 ASSEMBLY 2" AND SMALLER DES, OWN fl'"'''MKD K JEG DA2/2016 RESTORATION DEPTH VARIES. TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MATERIAL SEE NOTE 4 TRACE TAPE 12" TO 18" UNDER THE FINAL GRADE. TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) SAND, 6" SURROUNDING PIPE MIN. r�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f f7-6 2 2 --� 2" CONCRETE TO BUILDING OR MATERIAL LIST: PAD IRRIGATION SYSTEM 1. SERVICE LINE GRAVEL BASE 2. 90' BEND 120 THICK 3. UNION 4, NIPPLE 5. SHUT-OFF VALVE GENERAL NOTES: 6. CHECK VALVE (O.S.H.S. APPROVED) A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. 7, RELIEF VALVE DIAMETER OF PIPE AND FITTINGS = & TESTS COCKS C. REFER T4 DEVELOPMENT GUIDELINES SECTION 6.110 FOR 9. DRAIN TO DAYLIGHT FURTHER INFORMATION. IO.PLUGS IN TEST COCKS D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. CITY OF YELM APPROVED BY DWG, NO. REDUCED PRESSURE BACKFLOW PUBLIC WORKS DIRECTOR DATE DATE 4-17 ASSEMBLY FOR 2" OR SMALLER DES. MKD D' N`MKD K°JEG 12/2016 • da ¢< V rz m 7 -RESILIENT SEATED - o z z --EXISTING GROUND TEST COCKS 6" MIN. SHUTOFF VALVES REQ'D.) 3" m W N (4 8" MAX. (2 REQ'O.} �N(4 ��� 0 Wmx m ❑ zW 2 ❑ m ❑ U U Q w UNIONS �QQ � (D ❑ (2 REQ'D.) E r1 4 NO GALVANIZED PIPE 6" MIN, a L0 ON INLET SIDE OF PLASTIC OR CEMENT � J� darn d ASSEMBLY. SIDE VIEW METER BOX w ° 0 M n 11-ci00 o, °cir,� �l►aPo 1�� ° °per°•}V'/ •Q�d "U• � (BELOW GROUND INSTALLATION) GRAVEL 12" MIN, NOTE: ALL ITEMS SHALL COMPLY WITH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY SHALL LAY HORIZONTAL HATH 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. VALUE 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 ❑tRECTOR DATE 4-16 ASSEMBLY 2" AND SMALLER DES, OWN fl'"'''MKD K JEG DA2/2016 RESTORATION DEPTH VARIES. TRENCH BACKFILL SEE NOTE 1, 2, 3 & 5 BEDDING MATERIAL SEE NOTE 4 TRACE TAPE 12" TO 18" UNDER THE FINAL GRADE. TRACER WIRE (SEE GENERAL WATER NOTES NO. 7) SAND, 6" SURROUNDING PIPE MIN. r�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f f7-6 2 2 --� 2" CONCRETE TO BUILDING OR MATERIAL LIST: PAD IRRIGATION SYSTEM 1. SERVICE LINE GRAVEL BASE 2. 90' BEND 120 THICK 3. UNION 4, NIPPLE 5. SHUT-OFF VALVE GENERAL NOTES: 6. CHECK VALVE (O.S.H.S. APPROVED) A. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION. B. 7, RELIEF VALVE DIAMETER OF PIPE AND FITTINGS = & TESTS COCKS C. REFER T4 DEVELOPMENT GUIDELINES SECTION 6.110 FOR 9. DRAIN TO DAYLIGHT FURTHER INFORMATION. IO.PLUGS IN TEST COCKS D. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. CITY OF YELM APPROVED BY DWG, NO. REDUCED PRESSURE BACKFLOW PUBLIC WORKS DIRECTOR DATE DATE 4-17 ASSEMBLY FOR 2" OR SMALLER DES. MKD D' N`MKD K°JEG 12/2016 0r Ma. ¢< a U rz m U - o z z Z Q D > m W N o0 �N(4 ��� 0 Wmx m ❑ zW 2 ❑ m ❑ U U Q w _ "- Q 0r LTJ N � t� Z Q D > m W N o0 �N(4 ��� 0 Wmx uj U �QQ � (D ❑ Z E r1 4 ZQrn a L0 � J� darn c z w ° 0 M LV r Z Z n W W 2 AGENCY NO, SHEET: 24 OF 35. H:DGM21-000121-0061C ❑ INDEX: 21-006 det.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- TAHOMA TLc--Rf?A a/vJ&s w w MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN 5.67 SYSTEM NAD 83191, SOUTH ZONE 4602, PER 6.0 TCHPN, SCALED TO GROUND SCALE � w COORDINATES USING A COMBINED SCALE SWEEP ANGLE: 33.1 deg. FACTOR OF 1.00007995952. W > m W �` ❑ U) m ❑ w z W ❑ m ❑ ❑ U U Q w ¢ ❑ = Q U N 7 � W as Q a 4 W C 0 w zarn c Lo r 0 +, Maw 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 RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. j 0z HATYON CITY OF Y E L M VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN 5.67 SYSTEM NAD 83191, SOUTH ZONE 4602, PER 6.0 TCHPN, SCALED TO GROUND SCALE 33.3 COORDINATES USING A COMBINED SCALE SWEEP ANGLE: 33.1 deg. FACTOR OF 1.00007995952. GODAT PANTIER r 9.14 t_ � STEERING LOCK ANGLE = 33.3 deg ACHIEVED STEERING ANGLE: 30 15 0 - 30 60 SCALE: 1" = 30' 7.27 20-43 FIRE TRUCK j feet l Width 8.00 1 Track 5.67 Lock to Lock Time 6.0 Steering Angle 33.3 30 deg- SWEEP ANGLE: 19.4 deg. 60 deg- SWEEP ANGLE: 27.3 deg. 90 deg_ SWEEP ANGLE: 30.7 deg. 120 deg. SWEEP ANGLE: 32.2 deg. 150 deg- SWEEP ANGLE: 32.8 deg. 180 deg. SWEEP ANGLE: 33.1 deg. NEW HYDRANT TMURSTTY ON COUNMUNICIPAL CODE 14.32.0130 (TYP) • SECTION 503.1.1 APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED FOR EVERY FACILITY, BUILDING OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED, SUBSTANTIALLY IMPROVED OR MOVED INTO OR WITHIN THE JURISDICTION. THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE 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 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 203-6, AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN THIRTEEN FEET SIX INCHES UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. OUTSIDE SWEPT PATH 9 d° INSIDE SWEPT PATH IL m U t4 � M MU II Q Z H F N Z Q W > m W �` ❑ U) m ❑ w z W ❑ m ❑ ❑ U U Q w ¢ ❑ = Q U N 7 NID ,Q 24193 a, F6� ISTE� /0NAL Eta' LL W H 0 N Z Q W > m W �` U) Doo �Lo0 E 0 W as Q a 4 W C 0 Z Q zarn c Lo r 0 +, < _j 0 L W 0) D (0 QW Z 0)� M Z W W F- i W W H Q z 0 U) W M ~ LLI I j] w z z x W z W z J IL CL lA x V� u] W {�} z W 0 IN ry J INz m u0 U W C � LL 0 0 O i� w ul +� x o 1- IL 0 z p It 0 CL a AGENCY NO SHEET: 25 OF 35 H ADGM21-000121-00MCI INDEX: 21.006006 fire 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. !V a' HATTEW GODAT PNMER CITY OF YELM i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN Q SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE C14 COORDINATES USING A COMBINED SCALE z FACTOR OF 1-00007995952. yy w •�a6 7� 1 3 .3 s r rr r r lr 1 TA R O M A TER R ,g ON DIV 5& 6 /' Q PM • d' � ` 1 j EXISTING 4" STEP l EXISTING 12" STEP FORCE MAIN 4•°L tiJ. .P �,•� ` FORCE MAIN /-_ �� _ •� ,;: -°•� •a,. is "1, • °�°° ,af •vy°v ;�o. r � � 1 � .w�S=b�. "r, �p S e. 3 r Sv•� • °, ' a •A - •:•.Pay �: f j CONNECT TO EXISTING 12" '.�9; - ���� ` •r° ..,. STEP FORCE MAIN . `r" " ' • s •, F - • . 9c�d�1 P; :.a r t �-q f• t -T -f ..P • ir . a . Ste' •fir °� e 9 y.� ` , f , 6. • . ' • 03 w ° • J� os Rw RM' •s ••�' .�l' �;; .P9 ° e. e , ¢n•-�'����• ri9r h •6 vo �w �• •r yes ^.v. .V� •c •,•Croom �:'Yo. .ea. o'�° =a °� .dow �c�jV "� ' •4t° _ S a• •• •a S �w r+w �` -$• •!tyw a�=•b..,.4ro •s.•.4"ry� ''• .50 .lea � u° y - a a qv� ah i� `y Y 1 M4' _ ss w - w my V, Rw Rh w * w w w �w - - s EXISTING 4" STEP ' FORCE MAIN ' ��ss mss mss �Ss � � � • , sN � � 30 15 0 30 60 SCALE: 1" = 30' NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR. TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION - THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. D �$ "I R CONNECT TO EXISTING 4" D aF STEP FORCE MAIN A 1 - -- CONNECT TO EXISTING 4" STEP FORCE MAIN J., I SEWER CLEANOUT (TYP)eop GOP 6" GRAVITY SEWER k LATERAL TYP) f j NEW 4" STEP FORCEMAIN (TYP)GOP STEP SERVICE BOXwoo _ - r EU TU R E r TPN DEVELOPMENT r 78640000015 ly ? TRACT 12 TA H OM A TERRA HOLDINGS LLC 1 1 `r =-W 6,040 GAL STEPTANK I JMP CHAMBER (TYP) U TU RL LOTS W ? & _8 W Q d C14 z U m U n'i n �C)o 0 �to(oE 0) - o •rr eD• .d4. • ':J Q Q QIL E n� V Z Zorn a d •• • '4 as io � • • c ���P d• . • •gp • -z - ` —$'% � W tD _ m � •.,1 _ � 7 •° s.9 °a 1� c��q�Sc � � • 1_ � _. UJ _ a e i������ n r -- Z . •f -r aA •�• •�0 � o - ~ ccrr .y_ ssN —� � - ap i t • ;I I I Ii;' I Lu • v •, L �1���0• - • Sit SS CS �P• r4 �� - .p^•� p • w N •P �ro i t • Fe I 1 ❑ U :� • • • • - — P -0 I ❑t, — D NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR. TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION - THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT PANTIER. ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE REVIEWED AND APPROVED BY HATTON GODAT PANTIER. D �$ "I R CONNECT TO EXISTING 4" D aF STEP FORCE MAIN A 1 - -- CONNECT TO EXISTING 4" STEP FORCE MAIN J., I SEWER CLEANOUT (TYP)eop GOP 6" GRAVITY SEWER k LATERAL TYP) f j NEW 4" STEP FORCEMAIN (TYP)GOP STEP SERVICE BOXwoo _ - r EU TU R E r TPN DEVELOPMENT r 78640000015 ly ? TRACT 12 TA H OM A TERRA HOLDINGS LLC 1 1 `r =-W 6,040 GAL STEPTANK I JMP CHAMBER (TYP) U TU RL LOTS W ? & _8 �IZ G,�S I. Eta' W Q d C14 z U m U n'i n �C)o 0 �to(oE 0) W d ❑ Q Q QIL E n� V Z Zorn a io 0 m L W tD ❑ m co Q = 7 J W ❑ UJ uj w Z z � � Lu "' °� = a ❑ ❑ U �IZ G,�S I. Eta' ui W 5- Z Q W 7 m [D W I� �C)o 0 �to(oE 0) W d ❑ Q Q QIL E n� V Z Zorn a io 0 Q J co L W tD W Z co z W J W 2 w ui 0 0 w r - u) w w U z 9 3 W 0 0 z ^n Wi * i = z D w 0 M 04z 0 J w N LL O a Lu 0 D z O 0 a Q AGENCY NO - SHEET: .26_ OF 35 H:1DGNV 1-000121-006= INDEX: 21-006 swr.dwg JOB. 21-006 TOPOGRAPHICN OTE: THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION 1S 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- 2" SCH 40 PVC 1+47.44, 56.28' LT (A) INSTALL 1 - 6,000 GAL STEP TANK IPUMP CHAMBER RIM 346.00 FL 343.50 (6" S) STEP CONDUIT TO - CONTROLPANEL 1+47.44, 56.00' LT (A) INSTALL 1 - PUMP CONTROL PANEL 2' LF 6" PVC - SEWER LATERAL @ 0 0252 FTIFT SEE SHEET 28 'i I - BLpG r` Q �+ awl 0+94.51, 43.82' LT (A) 'r INSTALL 1 - SEWER CLEANOUT RIM 348.00 l FL 345.00 (6" N,E) 57 LF 6" PVC -J ' SEWER LATERAL @ 0.0252 FT/FT i 1+48.51, 43.33' LT (A) - I CIL INT INSTALL 11+90-75 (A) = 1 - SEWER CLEANOUT 16+29-39 (H) RIM 345.96 FL 343.56 (6" W,N) 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 (D 0 L J Pt 16+70.96 - — - - - 0 )TE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. -IE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRiO1 ) CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE NE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY CCAVATION. MAINTAIN B@" MINIMUM COVER OVER FORCEMAIN FROM FINISH GRADE 4+93.80, 139.55' LT (A) CONNECT TO EXISTING 12" FM (SEE DETAIL SHEET 30) 3+97.65,140.62- LT (A) INSTALL 1 - STEP SERVICE BOX (SEE DETAIL SHEET 30) 15 LF 2" 3+27.38,140.89- LT (A) ` _ SCH 40 PVC INSTALL 2" SCH 40 PVC t , 1 - PUMP CONTROL PANEL -` —sa - STEP CONDUIT TO a at .A CONTROL PANEL ¢' iD a M 4'9 4 d a °� X040 � v e 4�`� • A 40 LF 6" PVC Al . SEWER LATERAL ❑I - T @ 0.0375 FTIFT . s � j �:.. 2+79.69, 126.65' LT (A) INSTALL 1 - SEWER CLEANOUT RIM 344.61 FL 342.00 (6" S,E) f 3+29-18,134.29 LT (A) INSTALL 1 - 6,000 GAL STEP TANK 1 PUMP CHAMBER RIM 343-00 FL 340.50 (6" W); NO /. BLDG'S' NIP Q If ----- �� 13'''U4 DI?IVL ,� 0 r� t 0 ($1 CITY OF YELM i) VERTICAL DATUM MERIDIAN HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE NGVD 29 PER TCHPN SYSTEM NAD 83191, SOUTH ZONE 4602, PER TCHPN, SCALED TO GROUND SCALE in Y❑ COORDINATES USING A COMBINED SCALE FACTOR OF 1.04007995952. 4+94.78, 136.75' LT (A) CONNECT TO EXISTING 12" FM (SEE DETAIL SHEET 30) ` � $tib' 14 LF2"SCH 40PVC 4+97.25, 128.42' LT (A) INSTALL _ - - 1 - STEP SERVICE BOX (SEE DETAIL SHEET 5'� a ° • q �Q 5+01.07, 122.01 LT (A) 2" SCH VC d • '� fi � INSTALL 1 - PUMP CONTROL PANEL - �V eqD o a = STEP CONDUIT TO a a ---------CONTROL PANEL ----------- - 1 - 8 LF 6" PVC SEWER LATERAL @ 0.0370 FT/FT '-------- 5+03.62, 900.9'1' LT (A) oP f INSTALL S 1 - SEWER CLEANOUT RIM 340.00 FL 337.30 (6" S,NW) x 1/. -------------- 46 LF 6" PVC ByD� 1 EXISTING 12" STEP - FORCE MAIN 5+00.57, 115.59' LT (A) INSTALL 1 - 6,000 GAL STEP TANK I PUMP CHAMBER RIM 340.00 FL 337.00 (6" E) BLDG G, /' U a i'. _ SEWER LATERAL @ 0.0370 FT/FT " n FA 4+97.53, 59.14' LT (A) INSTALL 1 - SEWER CLEANOUT RIM 341.50 FL 339.00 (6" W,N) 0 Y� i 20 10 0 20 40 SCALE: 1" = 20' - - - � 29 E SEESN� E LOTS 7 & 8 �'II __- - a CIL INT ' 0 16+27.94 (A) = 1 16+98.12 (J) 00 � U Z W m a- U r O N �i in Y❑ T Z Q Wm > W D U) cl) cr) mO Y ULu< U ¢ ❑ 2 ilJ (D 7 Q. WG)x /' U a i'. _ SEWER LATERAL @ 0.0370 FT/FT " n FA 4+97.53, 59.14' LT (A) INSTALL 1 - SEWER CLEANOUT RIM 341.50 FL 339.00 (6" W,N) 0 Y� i 20 10 0 20 40 SCALE: 1" = 20' - - - � 29 E SEESN� E LOTS 7 & 8 �'II __- - a CIL INT ' 0 16+27.94 (A) = 1 16+98.12 (J) 00 � U Z W m a- U r O N �i in Y❑ T Z Q Wm > W D U) m m ❑m u.r z U, Lu p O mO Y ULu< U ¢ ❑ 2 ilJ (D 7 * n w LLJ OD z w� w ❑ J a a w � 0 U ❑ c J m wa o 40 Is.LL 0 a W 0 Q LL! F- rn Lu aLL ~ 0 ❑ z ❑ i= a a AGENCY NO. SHEET: 27 OF 35 H 1DGN121-000121-OO61CD INDEX -21-006 swr p&p.dwg W N 0 0) N Z Q Wm > W D U) F M QC)❑ U) (D -00 c7 4 WG)x Q YQQ < LL 0 Z �Q C 0 Q z� a QJ� L 0� W o0rn r O W0l z (y)0 2 W J W � 2 * n w LLJ OD z w� w ❑ J a a w � 0 U ❑ c J m wa o 40 Is.LL 0 a W 0 Q LL! F- rn Lu aLL ~ 0 ❑ z ❑ i= a a AGENCY NO. SHEET: 27 OF 35 H 1DGN121-000121-OO61CD INDEX -21-006 swr p&p.dwg LOW z * n w LLJ OD z w� w ❑ J a a w � 0 U ❑ c J m wa o 40 Is.LL 0 a W 0 Q LL! F- rn Lu aLL ~ 0 ❑ z ❑ i= a a AGENCY NO. SHEET: 27 OF 35 H 1DGN121-000121-OO61CD INDEX -21-006 swr p&p.dwg RIGHT-OF-WAY PUBLIC SEWER LINE PRIVATE SEWER VALVE BOXES SHALL BE EAST 1g' I JORDAN IRON WORKS (10" OR 7-3/4 o G7 ® 18") aR aLrMP1c 14- -3 4" ® ® FOUNDRY 1D" 3/4 -VB -95O 1O' OR SEE DETAIL 7-9 1B.3PRIVATE SEWER RECESSED HANDLE PUBLIC SEWER RECESSED TYPE IID WITH SEAL WITH CLEANOUT dt SEWER PAVING HANDLE TYPE IID WITH CITY OF STAMPED IN LID ASPHALT LC77_7$EWER STAMPED IN LID 2" MIN. HMA FOR PATCHES 2-1/2' MIN. HMA 1' MIN. 2" CSTC FINISHED GRADE OR PAVEMENT B" MIN. CONCRETE INSTALL MECHANICAL 13" COMMERCIAL PLUG IN RISER AND ' BALLAST CONCRETE SEAL WITH SILICONE INSIDE PAVED ROADWAY BETWEEN RISER PIPE AND VALVE BOX FINISH GRADE 3, x 3, x a' COMMERCIAL CONCRETE PAD 7 OUTSIDE PAVED AREA B" PIPE 6.-45' 6" -WYE 6` PIPE TRENCH BOTTOM BEDDING AS REQUIRED -- PRIVATE CLEANOUT DETAIL N_T_S SIDE SEWER SERVICE LATERAL 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 - 7' MIN, SPLICE TO EXISTING FINISH 14 GAUGE TONING GRADE WIRE TO STEP TANK CONNECT TO EXISTING PVC 1" OR 2" CHECK VALVE SERVICE UNE 1" OR 2" KBI BALL VALVE, SL x SL INSTALLATION NOTES: 1- ALL SERVICE LINE CARSON BOXES 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 H1SIHER DESIGNER. SERVICE BOX - CARSON INDUSTRIES MODEL NO. 1419B 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 ON WIRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. }LITS MANUFACTURED BY 3M STEP M AIN b 1"OR 2' SCHEDULE/ 40 PVC SWP PVC SWING CHECK 7 VALVE SL x SL 1" OR 2" KBI BALL VALVE, SL x SL- I" OR 2" PVC NIPPLE, SL x SL r CITY OF YELM TYPICAL 1" AND 2" SERVICE CONNECTIONS f OR 2" x MAIN DIA. PVC REDUCING TEE SL x SL x SL OR PIPE SADDLE APPROVED BY PWG. NO. PUBLIC WORKS DIRECTOR DATE 5-1 )ES MKD D WN WD KD DMM DATE 012019 AE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY HE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY 41D AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABIL11 R APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEEN AY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCt RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE FINISH GRADE — f�if\lr�fr\�\ire/r\if�rf\ir\if \fit!/ \!f 'f\r/`rl1�i�: �i`\fry /iti\fl��l��. BACKFILL SEE RESTORATION TABLE MAINTAIN SIDE SLOPE AS STEEP AS POSSIBLE SEWER UNE PIPE BEDDING FOR FLEXIBLE PIPE SHALL BE SAND - PIPE Q.D. RESTORATION TABLE 1 SURFACE THICKNESS BACKFILL/ COMPACTION COMMENTS/ OTHER TYPE REOMNTS. REQUIREMENTS CRUSHED 4' CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT tO L'7 X00 WITH EXISTING 3' MIN. GRADE B A.C. E NISH ROADWAY TO CONFORM A.C. PAVEMENT OVER PAVING OVER 4" CRUSHED SELECT BACKRLL O ALL EXISTING GRADES AN GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% CURBS SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY/SIDEwALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE, AND GRADE. > HYDROSEED/ PLANTINGS NATIVE BACKFILL FINISH GRADE SHALL BE L1AWNAAHDSCAPE OVER 4' MIN. TYPE A TOP COMPACT TO 85X SMOOTH & CONSISTANT LU W 00 r D WITH EXISTING GRADE W z 2 NATIVE BACKFILL_ MOUND BACKFILL 2' UNIMPROVED SUFACE NIA COMPACT TO 85% ABOVE EXISTING GRADE U SMOOTH CSBC = CRUSHED SURFACE BASF COURSE CSTC = CRUSHED SURFACE TOP COURSE Ul I Y UE YUM APPROVED BY DWG, NO. TYPICAL PIPE TRENCH PUBLIC WORKS DIRECTOR DATE 5-3 TE DES. MKD DWNMKD KDDMM DA 012019 NOTES: 1. 12" MIN- PEA GRAVEL AROUND FIBERGLASS TANKS, PER MANUFACTURER. 2. 6" MIN. SAND AROUND ALL APPURTENANCES. -- CITY OF YELM 44FIBERGLASS TANK BEDDING r- APPROVED BY DWG. NO.. PUBLIC WORKS DIRECTOR DATE 5-16 {]ATE )ES. MKD DWNMKD KDJDMM 1012019 FORM CONDUITS TO GALVANIZED POST OR CHANNEL, SEE TYPICAL PUMP CONTROL PANEL DETAIL DRAWING #6. MILLI+i►111#nl DISCONNECT BOX ATTACH CONDUIT TO - GALVANIZED UNISTRUT OR POST WITH STAINLESS STEEL TWO HOLE STRAPS ELECTRICAL PANEL 12" DI A. -PUMP CONTROL PANEL 3/16" HOT DIPPED GALVANIZED UNtSTRUT OR EQUAL AS APPROVED BY THE DIRECTOR OR HIS/HER DESIGNER. CONCRETE -EXISTING GROUND x Z y' N TO STEP TANK NOTE: 1. DISCONNECT COVER SHALL BE 5031-0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406" DIAMETER. CITY OF YELM APPROVED BY DWG. NO, REMOTE POST - RESIDENTIAL PUMP PUBLIC WORKS DIRECTOR DATE 5-4 CONTROL PANEL INSTALLATION DES. DA MKD "bMM DA 0 DW12019 FIBERGLASS UD WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYPE — FINISH GRADE NATIVE 14 GAUGE COPPER DIRECT GRADE BURY TONING WIRE, 2'-0" TAIL INTO RISER -\ STEP TANK 1't114" ALL UDS 2' MIN (TYP;) SLOPE TO NA n {rte.) PVC RISER, ll_�ORENCO SYSTEMS, INC., OR EQUAL NOTE: RISER AND LID SHALL BE 30' ON ALL PUMP VAULT INSTALLATIONS. ORENCO TANK TO RISER ADAPTOR UI I Y OF YELM APPROVED BY DWG- NO. RISER (NON -TRAFFIC RATED) PUBLIC WORKS DIRECTOR DATE 4-0 DES. MKD OWN NMKD DMM DA TE 5-18 KD012019 r Ul m U a1 1 2 � E- W U7 47 5. W > m Is- Ld tO L'7 X00 U)Nco cD E tz] Wrnx U d }QQ Q�IL cl ¢ �� C ❑ a a z > � � Lo r- CID � _j L i1J LU W 00 r D W z 2 w Z W w C7 U 2 u) LLI 0 o 0 n In W J �I W U) J m +'Q L 00 4 0 qI Vl IJ Now w a w W VJ AGENCY NO. SHEET: 30 OF 35 H-0GN121-000121-00610E INDEX: 21-008 del-dwg JOB: 21-006 H v7 a 11.1 W z Ix ❑ z r CL_ 2 z 0 r N z I- U U] rA LL Lu w L - IL 0 z Ix CL a W U) tY 47 5. W > m Is- Ld tO L'7 X00 U)Nco cD E Wrnx U d }QQ Q�IL cl z �� C 0 0) a V � � Lo r- 4 � _j L 7� L LU W 00 r D W z a)(o ('O w Z W W �- Q 2 n In W J �I W U) J m +'Q L 00 4 0 qI Vl IJ Now w a w W VJ AGENCY NO. SHEET: 30 OF 35 H-0GN121-000121-00610E INDEX: 21-008 del-dwg JOB: 21-006 H v7 a 11.1 W z Ix ❑ z r CL_ 2 z 0 r N z I- U U] rA LL Lu w L - IL 0 z Ix CL a z Q u] w n In W J �I W U) J m +'Q L 00 4 0 qI Vl IJ Now w a w W VJ AGENCY NO. SHEET: 30 OF 35 H-0GN121-000121-00610E INDEX: 21-008 del-dwg JOB: 21-006 H v7 a 11.1 W z Ix ❑ z r CL_ 2 z 0 r N z I- U U] rA LL Lu w L - IL 0 z Ix CL a SEE DETAIL T MOTE: INSTALL XERXES ITEMS PER XERXES INSTALLATION SPECIFICATIONS. INSTALL ORENCO ITEMS PER ORENCO INSTALLATION SPECIFICATIONS. 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_ 3 24" FRP OPENING 4 30" FRP OPENING W/ INTERNAL FLANGE 5 6' SCH. 40 PVC INLET PIPING W/ SANITARY TEE 6 FULL HEIGHT FRP BAFFLE WALL 7 ORENCO "BIOTUBE" EFFLUENT FILTER (BAFFLE WALL CROSSOVER), ORENCO FT0848-36 8 24" RIBBED PVC RISER W/ FRP LID 9 30" RIBBED PVC RISER W/ FRP LID 10 PVC SPLICE BOX W/ CORD GRIPS 11 ORENCO "SCREENED PUMP VAULT" W/FLOW INDUCER & FLOAT SWITCH ASSEMBLY 12 EFFLUENT DISCHARGE This drawing is for illustrative purposes only. Consult with an engineer for specific applications. xn ED) �® CORPORATION ILLUSTRATIVE APPLICATION DRAWINGS Small Commercial Septic or STEP Tank OSI Pump out Wl(Filter Dual Compartment DATE 5-00 I DR, No. S20-204 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 CfTY 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 I 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, UIILNET 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. %AANHOLEZTANK COMPACTION & BEDDING NOTE: I. 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. PANEL NOTE: 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. LISTED 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 INSTALLATION 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 1 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 e 2 PUMP RUN HIGH WET WELL e 1 PUMP RUN I PUMP FAIL • 2 PUMP FAIL NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY UNLESS CERTIFIED BY HATTON GODAT PANTIER. 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 ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE 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. -REWEVVED APPROVED BY HATTON G-ODATPANTtE . 24" ACCESS OPENING DIA. FULL HEIGHT FRP BAFFLE WALL BAFFLE WALL CROSS OVER ORENCO FILTER INSTALL PER MANUFACTURER'S INSTRUCTIONS FLEXIBLE CONNECTOR SUPPORT PIPE, NOT ATTACHED TO TANK BOTTOM BAFFLE WALL & EFFLUENT FILTER DETAIL YELM GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION/ 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 (WSDOT/APWA). 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 RAY NTITE 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, 1.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. NOTE: SITE SPECIFIC DATA ( 0 ) MUST BE FILLED IN tc BY SPECIFIER, OWNER OR INSTALLING CONTRACTOR. Z ACCESS OPENING DIA. 24" Z U 2" STAND—OFF SUPPORT BLOCK 7" E INLET PIPE DIA. 6" 12 „ 0 0 7 }d U. m C z SCHEDULE 40 PVC C } r- A SANITARY TEE INLET ELEV. L 0W w° t3] m 36" Zi 0 r Z W W Q Hi WATER ALARM ❑ m w 3" 7 PUMP 'ON' W 4" 2 PUMP 'OFF' 0 0co 4" LU H REDUNDANT 'OFF' INLET PIPE FROM d 6" 59' BOTTOM OF TANK (INVERT ELEVATION) U LOW WATER ALARM 27 118" CORPORATION ME INLET SANITARY TEE THROUGH ACCESS OPENING o�TE 5-00 Im"0' S 0-824 PANEL NOTE: 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. LISTED 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 INSTALLATION 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 1 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 e 2 PUMP RUN HIGH WET WELL e 1 PUMP RUN I PUMP FAIL • 2 PUMP FAIL NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT, THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY UNLESS CERTIFIED BY HATTON GODAT PANTIER. 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 ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE 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. -REWEVVED APPROVED BY HATTON G-ODATPANTtE . 24" ACCESS OPENING DIA. FULL HEIGHT FRP BAFFLE WALL BAFFLE WALL CROSS OVER ORENCO FILTER INSTALL PER MANUFACTURER'S INSTRUCTIONS FLEXIBLE CONNECTOR SUPPORT PIPE, NOT ATTACHED TO TANK BOTTOM BAFFLE WALL & EFFLUENT FILTER DETAIL YELM GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION/ 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 (WSDOT/APWA). 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 RAY NTITE 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, 1.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. A ti 0 ,F 24193 /ONAL E LCL W tc Cq g} Z >- > W Z U a7 U N U) N (0 00 E LL f Wm 0 0 v� }d U. m C z a zca� C } r- A QJ� �0 L 0W w° t3] m [t] Zi 0 r Z W W Q ❑ m w 2 7 W 2 0 0co LU H Q d N p U A ti 0 ,F 24193 /ONAL E LCL W tc g} Z >- > W - C� Dov U) N (0 00 E LL f Wm 0 0 v� }d U. m C z a zca� C } r- A QJ� �0 L 0W w° t3] m Zi r Z W W 2 w P_? I V) j r� W rW VJ AGENCY NO. SHEET. 31 OF 35 H :IDG N121-040121-0081CD INDEX 21-006 det.dn JOB: 21-00 LU w a z s- a z T Q N z 0 I - C1 N z O U LLI 0) LL ❑ v LU 03 LU x H LL ❑ z D H sY a tc v� z 0 w P_? I V) j r� W rW VJ AGENCY NO. SHEET. 31 OF 35 H :IDG N121-040121-0081CD INDEX 21-006 det.dn JOB: 21-00 LU w a z s- a z T Q N z 0 I - C1 N z O U LLI 0) LL ❑ v LU 03 LU x H LL ❑ z D H sY a TAHOMA TERRA PHASE 14301 TAHOMA BLVD SE, YELM, WA 98597 lI - DIV. 3 MF PROJECT PROPONENT TAHOMA TERRA HOLDINGS, LLC P.O. BOX 73790 PUYALLUP, WA. 98373 N HAT IDN GOMT PANTICR Y CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM I `"� WASHINGTON STATE PLANE COORDINATE ❑ SYSTEM NAD 83/91, SOUTH ZONE 4602, PER + TCHPN, SCALED TO GROUND SCALE Cq COORDINATES USING A COMBINED SCALE Penrrisetum slope. 'Hameln' FACTOR OF 1.04007995952. 1 Pacific Sunset Maple 2" GAL. BOH I I 15 Sorbus america- Drvarfcrown' CV II 3,f B 3 GAL_ 14 Maius 'Adirondack' Adirondack crabapple 2" GAL. HOB 'mss' 6 7suga heterophylla Aostern Hemlock 7'-8' HT. 040 5hnAM 0 e Gornvs x 'Rutgan' Ste i lar Park Dogwood 2" GAL. 0$0 .y3 18 Acer rubrum 'Horvhal l' Howho I l Nfap le 2" GAL. 13-93 an 5 Nysso sylvotico Black Tupelo 2" GAL. 04 I GAL 2 Acer circinatum Q 2" GAL. H+€B °m o LU _ 200 € 18 Escallonla x.e.'Pink Princess' N HAT IDN GOMT PANTICR Y CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM C.OMMOIH MAME `"� WASHINGTON STATE PLANE COORDINATE ❑ SYSTEM NAD 83/91, SOUTH ZONE 4602, PER NGVD 29 PER TCHPN TCHPN, SCALED TO GROUND SCALE Cq COORDINATES USING A COMBINED SCALE Penrrisetum slope. 'Hameln' FACTOR OF 1.04007995952. 20 10 0 20 40 MEOW SCALE: 1" = 20' --- --, - PROPOSED SITE VICINITY MAP A r 3 = s r, _J EX_ STREET TREE, TYP.-� -~ INCI=N5TA � (f)F CEDAR - _-- - T BLVP S p BLUE FE5GUF _. I:~ a°� + VARIHGA THD vc� • y . ° ° ro �• ..�P4Fo s' n S-. DAYLr'LY _ , �; AINTER DAPHNE ! . • _ a ��'__ v � Aeo' I 1 e er� %'►a�o d ~ v-`� ss r 4 1 B 4 Sited * °ra77, GOLOFLAMF 5PIRFA ss w on `a�=}y 4�a r e ly+" �1 .`�. +r .+� �,n , ADiRONI7AC K CRABAPPLE 5 —SSS �'SS ; N r e :Ott A•� • ,j. !� . + + .cam s ss ss s � RHODODENDRON + -�. �, - -� -- i. . AA "`ems �.J 1 n p' AUTUMN ,10Y 5TQNFGROP + DAARF FOUNTAIN GRASS y b ,. a ° ' - �s e. � 3 SONiC BOOM AEiGELA 1 s 3 ID 3.0s + PINK PRINCESS ESGAL DN1A 3.0 r - 5 LAM + ,WESTERNORANGE ROCKET BARBERRY 3.05 r ! s + HEMLOCK 3.058r, ❑ S01`7 SHIELt7 FERN ++ 1/INF i .�-vim 3.02 + MAPLE 3,03 :t a o 3.02 3.02 1 :.. }r 3 0 ❑ 3.05 3 n a 3.02B UNIQUE RHODODENDRON _ , ° • p 3• Q5q Q3 RAINBOA LEUCOTHOF + + STELLAR PINK DOGADOD- - ❑ -' 3'D5 HYrROSEEOn AEFPiNG ALASKAN CEDAR- VARIEGATED .JAP. PIER15 3 p2g ❑ 3051 LAM � + + , I 0 3.02 3.02 r:. 3.0'L + + 3.02 3 02 3.02$ CRIMSON PYGMY HARHI=RRY 5 S + + ENOL 15H LAVENDER A BOXAODD HEBF 3.02- +•�! = SKY PENCIL JAP. HOLLY + _ Chi BOAHALL MAPLE Av t ❑o . _ c i 3.02 3.028 =r� �� ;rip 3.0 + + 777111```va ❑L Ph� x' %3 02p f - r M1 , `yam ❑ ❑ D 1> + D J 5 p�P f '/ - • - .. .� •, MAiL _ �.• -- s 'y •� - - s * <• �_ f p L S II + - o H S BIKE PARKING, TYP. - _ z• `i� _ ❑ S ..� � L A a + ° ❑_._ _ Lw �+ ❑ n o ❑ L s ❑ TRASH ENCLOSURE + --°° ❑p°° •4 a - - T ' °°ET�ERALD GREEN t + RFD CASCADE MOUNTAIN ASH ' o- ° a ' ❑ ° Y - y • - _ ' . - ' a ❑ o ° P �' ARBORVITAE y�y + + �+ + l f as °'�`❑ / �pQ p CJ + + + i + + .i 1� S � 1 + t+++++ ❑°s ❑ ° S +r� - - �� f �r \� as❑6°�o❑6 t A �T'!� sot.ya �� P ❑ ❑ ❑ +. + +, t v + + + LOAFAS7 GOTONFA57ER + + t] n oro ❑ _ ❑ ❑ ❑ 'LG k� CO ❑ ❑ r.� r L JJJ _ ❑ ❑ + + j T_ G (� °❑° BARK ONLY, MAINTAIN 3' r. + • r _ + + + + �7+ + j t + t '° ❑ ° a o _F CLEARANCE AROUND F.H. f - ° + + + + + + + ' L�4Y+W��• + + + + + + + + + +' + + + 1 a ❑ ❑ PACIFIC 3UN.5ET MAPLE - _ _ - ❑ ❑ + + n + ; + + + + + + •+ o-0°❑° Pa°° 1_ l 1 + •+ + + +. + �+_/L-, *�+ + �> r o°oma❑ ' ~e❑°a ❑ o- - LIGHT POLE, TYP. -7. ❑ ❑ + +++ :1r t }a rte+ + r + + � S' +� t t ++ + + •+ + + a❑ ❑ S ° S ao❑avv❑ + t �� i y-�; t T • + f + + - ❑ n°OP ° - s ❑ D ° ti°❑r •t + _ ''.�• - i ++ - + + + + + + + + S 1> S ,.. . 10, _ t r t • t _ + + t + t O + ++l r /`rLr ����}} - = - • + + + t + + +� .TSt + + • t n t L �• +•R� t Y+ �• ■Y ■++•fit+ r + y y- .� ' w t + t t ■T,.../1T t - f •+ + t + + '''f, t t +� ? i + + •�+ A + + + t -- .� r _ _+ + + + + + + + �F*3 + + + }r + + • + � + + l T 4 + ++ ++�J no+(+ + if + 4-- •� + 3 + + — + + + r PURPLE ROCK ROSE A. •i - LAM �+ ti ti •� + + + • s LI'V N■ , s f + Y - + + t + t t + + t - - + BLACK TUPELO _ _-- �•.. �' .. y •. ` .: __. �- NATIVE Mix - - - - ! (D 40 Sedum spect. 'Autumn Joy' Autumn Joy Storrecrop I GAL - INCENSE CEDAR PLAID r 5CHEDULE SYMBOL QiY" BDTr4N[iC1Q_ MAMA C.OMMOIH MAME `"� hvm ❑ ❑ ❑ 4 Cq 123 Penrrisetum slope. 'Hameln' 3 Acer t. x. A.p. 'Aarrenrod' Pacific Sunset Maple 2" GAL. BOH 0 15 Sorbus america- Drvarfcrown' CV II 3,f B 3 GAL_ 14 Maius 'Adirondack' Adirondack crabapple 2" GAL. HOB 'mss' 6 7suga heterophylla Aostern Hemlock 7'-8' HT. 040 5hnAM 0 e Gornvs x 'Rutgan' Ste i lar Park Dogwood 2" GAL. 0$0 .y3 18 Acer rubrum 'Horvhal l' Howho I l Nfap le 2" GAL. 13-93 an 5 Nysso sylvotico Black Tupelo 2" GAL. 04 I GAL 2 Acer circinatum Q 2" GAL. H+€B °m o LU _ 200 € 18 Escallonla x.e.'Pink Princess' Pink Princess Fscollonia 3 GAL. +*++++ w uvo-ursi Kinniklnnick I GAL 4' D.G. z 204 Mahonia repays Grasping Oregon Grape I GAL 4' O.G. tul F ¢ g D ❑ ❑ U5 + + ENOL 15H LAVENDER A BOXAODD HEBF 3.02- +•�! = SKY PENCIL JAP. HOLLY + _ Chi BOAHALL MAPLE Av t ❑o . _ c i 3.02 3.028 =r� �� ;rip 3.0 + + 777111```va ❑L Ph� x' %3 02p f - r M1 , `yam ❑ ❑ D 1> + D J 5 p�P f '/ - • - .. .� •, MAiL _ �.• -- s 'y •� - - s * <• �_ f p L S II + - o H S BIKE PARKING, TYP. - _ z• `i� _ ❑ S ..� � L A a + ° ❑_._ _ Lw �+ ❑ n o ❑ L s ❑ TRASH ENCLOSURE + --°° ❑p°° •4 a - - T ' °°ET�ERALD GREEN t + RFD CASCADE MOUNTAIN ASH ' o- ° a ' ❑ ° Y - y • - _ ' . - ' a ❑ o ° P �' ARBORVITAE y�y + + �+ + l f as °'�`❑ / �pQ p CJ + + + i + + .i 1� S � 1 + t+++++ ❑°s ❑ ° S +r� - - �� f �r \� as❑6°�o❑6 t A �T'!� sot.ya �� P ❑ ❑ ❑ +. + +, t v + + + LOAFAS7 GOTONFA57ER + + t] n oro ❑ _ ❑ ❑ ❑ 'LG k� CO ❑ ❑ r.� r L JJJ _ ❑ ❑ + + j T_ G (� °❑° BARK ONLY, MAINTAIN 3' r. + • r _ + + + + �7+ + j t + t '° ❑ ° a o _F CLEARANCE AROUND F.H. f - ° + + + + + + + ' L�4Y+W��• + + + + + + + + + +' + + + 1 a ❑ ❑ PACIFIC 3UN.5ET MAPLE - _ _ - ❑ ❑ + + n + ; + + + + + + •+ o-0°❑° Pa°° 1_ l 1 + •+ + + +. + �+_/L-, *�+ + �> r o°oma❑ ' ~e❑°a ❑ o- - LIGHT POLE, TYP. -7. ❑ ❑ + +++ :1r t }a rte+ + r + + � S' +� t t ++ + + •+ + + a❑ ❑ S ° S ao❑avv❑ + t �� i y-�; t T • + f + + - ❑ n°OP ° - s ❑ D ° ti°❑r •t + _ ''.�• - i ++ - + + + + + + + + S 1> S ,.. . 10, _ t r t • t _ + + t + t O + ++l r /`rLr ����}} - = - • + + + t + + +� .TSt + + • t n t L �• +•R� t Y+ �• ■Y ■++•fit+ r + y y- .� ' w t + t t ■T,.../1T t - f •+ + t + + '''f, t t +� ? i + + •�+ A + + + t -- .� r _ _+ + + + + + + + �F*3 + + + }r + + • + � + + l T 4 + ++ ++�J no+(+ + if + 4-- •� + 3 + + — + + + r PURPLE ROCK ROSE A. •i - LAM �+ ti ti •� + + + • s LI'V N■ , s f + Y - + + t + t t + + t - - + BLACK TUPELO _ _-- �•.. �' .. y •. ` .: __. �- NATIVE Mix - - - - ! (D 40 Sedum spect. 'Autumn Joy' Autumn Joy Storrecrop I GAL - INCENSE CEDAR PLAID r 5CHEDULE SYMBOL QiY" BDTr4N[iC1Q_ MAMA C.OMMOIH MAME `"� hvm I7ecJd. TYees Festuca x 'Cool as Ice' Cool as Ice Blue Fescue I GAL- Ilex crenata 'SoFt Touch' 123 Penrrisetum slope. 'Hameln' 3 Acer t. x. A.p. 'Aarrenrod' Pacific Sunset Maple 2" GAL. BOH 0 15 Sorbus america- Drvarfcrown' Red Cascade Mtn. Ash 2 " GAL. 3,f B 3 GAL_ 14 Maius 'Adirondack' Adirondack crabapple 2" GAL. HOB 'mss' 6 7suga heterophylla Aostern Hemlock 7'-8' HT. 040 5hnAM 0 e Gornvs x 'Rutgan' Ste i lar Park Dogwood 2" GAL. 0$0 .y3 18 Acer rubrum 'Horvhal l' Howho I l Nfap le 2" GAL. 13-93 0W 5 Nysso sylvotico Black Tupelo 2" GAL. 04 I GAL 2 Acer circinatum Vfne Maple 2" GAL. H+€B Conlfer 1-7'-T Hemerocallis Daylily i GAL_ 2 GAL. 7 tees Festuca x 'Cool as Ice' Cool as Ice Blue Fescue I GAL- Ilex crenata 'SoFt Touch' 123 Penrrisetum slope. 'Hameln' 12 Ghamaecyporis n. Pendula' Aeeping Alaskan cedar 7'-8' HT. Bd H Sonic Boom Ae rge 1 o 2 GAL_ 0 3& Rhododendron Unique' Unique Rhododendron 3 GAL_ 41 Colocedrus decurr®ns Incense Cedar 7'-8' NT. 340 L03 6 7suga heterophylla Aostern Hemlock 7'-8' HT. 040 5hnAM 0 R Thuja occidentalis "Smoragd' Emerald Green Arb. 5'-6' HT 3.5' O•C. .y3 54 Spfraoo bumalda 'Goldflame' Goldflome Spires 2 GAL. 0W 8 Pferfs japonica 'Variegate' Variegated Jap. Pieris 3 GAL. LOW fast cotoneas ter I GAL 5 Leucothoe Pont. 'Rainbow' Rainbow Leucothoe 3 GAL. 2 LU N�h+� MIGt 200 € 18 Escallonla x.e.'Pink Princess' Pink Princess Fscollonia 3 GAL. +*++++ 0 I 63 I Nondina door. Gulf Stream' I6,W Stream Nondino 1 3 GAL. "CONTRACTOR TO VERIFY QUAN7171E5 ON PLAN HYDR05FFD LAAN 1-7'-T Hemerocallis Daylily i GAL_ 2 GAL. 257 Festuca x 'Cool as Ice' Cool as Ice Blue Fescue I GAL- Ilex crenata 'SoFt Touch' 123 Penrrisetum slope. 'Hameln' Dwarf Fountain Gross 1 GAL. Q 51 Aeigo to f lorida 'Sonic Boom' Sonic Boom Ae rge 1 o 2 GAL_ 0 3& Rhododendron Unique' Unique Rhododendron 3 GAL_ 0 22 Lovondulo ongusbPolia Englfsh Lavender 2 GAL. L03 Polystichum setilferum Berberis t. 'Orange Rocket' Orange Rocket Barberry 2 GAL. 0 14 Daphne odora 'Marginota' Varigoted Alnter Daphn 2 GAL. "CONTRACTOR TO VERIFY QUAN7171E5 ON PLAN HYDR05FFD LAAN U 12 Hebe buxlfollo 'Nana' Boxwood Hobe 2 GAL. - 24 Ilex crenata 'SoFt Touch' Soft Touch Japan. Holly 2 GAL. > W �` 0 26 Berberis t. ''Crimson Pygmy' Crimson Pygmy Barberry 2 GAL. 0 IO2 Cistus purpurovs Purple Rock Dose 3 GAL. a ❑ °z 24 Polystichum setilferum Soft Shield Fern I GAL. ZQ� am a C 0 16 Ilex crenta 'sky Pencil' Sky Pencil Jap. Holly I GAL. J Orn C z O0 (D 0W zcf) ❑ o ❑ a a o ❑ 325 Gotoneoster dam. 'Lowfost' LOW fast cotoneas ter I GAL 31 O -G. Q v P v v 2 LU N�h+� MIGt 200 Gaulthorla shallop Evergreen Salol I GAL 4' O.G. LL' +*++++ 200Arcto5taphylos uvo-ursi Kinniklnnick I GAL 4' D.G. + + + 204 Mahonia repays Grasping Oregon Grape I GAL 4' O.G. "CONTRACTOR TO VERIFY QUAN7171E5 ON PLAN HYDR05FFD LAAN LL � l � • W Vr �J LU AOD z 0) Z_ iii O W G r � a. r W d] 3: ❑ e"7 CV J U z 0 m U H dLU LU N z LL .J 0U) LU vLL '- 0 v O Z0 O a. a AGENCY NO. SHEET 32 OF 35 E: landscapel21-OOQQ 1-4061 INDEX: 21-006 LA.dwg ■ JOB: 21-006 W - 0) 67 INm Z° > W �` rn foo N to Wrn a ❑ °z 5�� ID L C) V 4 ZQ� am a C 0 LI) r p � J Orn C z O0 (D 0W zcf) 0) r Z w W Q 2 LU LL � l � • W Vr �J LU AOD z 0) Z_ iii O W G r � a. r W d] 3: ❑ e"7 CV J U z 0 m U H dLU LU N z LL .J 0U) LU vLL '- 0 v O Z0 O a. a AGENCY NO. SHEET 32 OF 35 E: landscapel21-OOQQ 1-4061 INDEX: 21-006 LA.dwg ■ JOB: 21-006 O z LU LL' LL � l � • W Vr �J LU AOD z 0) Z_ iii O W G r � a. r W d] 3: ❑ e"7 CV J U z 0 m U H dLU LU N z LL .J 0U) LU vLL '- 0 v O Z0 O a. a AGENCY NO. SHEET 32 OF 35 E: landscapel21-OOQQ 1-4061 INDEX: 21-006 LA.dwg ■ JOB: 21-006 L ANZ75CAFPE ►NS TALL A T►DN VE7AILS BIODEGRADABLE TREE TIF - PASSED AROUND TRUNK FASTENED TO STAKE PRUNE DAMAGED TAILS AFTER PLANTING PLACE IN VERTICAL POSITION (2) 2 "X2 "X6' WOOD TREE STAKES TREE WRAP: WRAP TO BOTTOM OF BRANCHES; TO REMAIN ONE YEAR PREPARED BACKFILL MIX 213 FX. 5O1L AND 113.501L MIX NO TES: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. KEEP ROOTBALL MOIST AND PROTECTED PRIOR TO PLANTING 2"-3" MULCH TO AITHIN 3" OF TRUNK 3" SAUCER FOR WATERING yULCH OR LAAN PER PLAN =IN/5H GRADE FEL BACK TDP 213 OF BURLAP REMOVE ALL STRING AND AIRE SCORE R0073ALL 4) 21 GRAM A&R/FORM =ERTILIZER TABLETS 7RIVE STAKES A MIN. OF 12" NTD UNDISTURBED NA T! VE SOIL. SET R007BALL ON UNDISTURBED HOLD GROAN OF ROOTBALL AT MIN, 2X BALL 01A. 55U56RADE OR JUST ABOVE FINISHED GRADE OR 5' WHICHEVER Is GREATER N07 TO SCALE BIODEGRADABLE TREE PA55ED AROUND TRUNK FA3TENE27 TD STAKE (2) 2 "X2 "X6 ' AOOD TREE STA KE -S AT APPROX. 112 TO 1/3 HEIGHT OF TREE 2"-3" MUL GH TO AI THIN 3" OF TRUNK 3" SAUCER FOR AA TERING SEE PLANT L157 FOR PROPER SPACING Au OBARK MULCH Lw I �.z I I LLw EXISTING GRADE SGARIFr 510E OF I r - r��1 HOLE 41 ROOTBALL - IlIII '� - fI_I AMENDED - - S01L \—NAT/Vr-'-Ili l 5O1L (I) AGRIFORM TABLET PER I GAL. PLANT LE55 THAN I GAL, I GAL. CONTAINER $ LARGER (PLANTED .AFTER MULCH) (PLANTED BEFORE MULCH) GROUN ►NSTAL..LA770 V NOT TO SCALE INSTALLATION TION SPECIFICA TIONS I. SCARIFY OR OTHERWISE REMOVE ALL EXISTfNG VEGETATION FROM ALL PLANTING AREAS. FINE &RADE ALL LANDSCAPE BEDS PRIOR TO BARK OR GROUNDGOVER PLACEMENT, 2. NO PLANT 5U135TI7UTION5 WILL BE ACCEPTED WfTHOUT PRIOR APPROVAL FROM THE LANDSCAPE ARCHITECT AND THE OWNER. J. ALL PLANT MATO-RIAL AND PLANT LOCATIONS SHALL BE APPROVED, AT THE REOUFST OF THE LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. 4. SOIL MIX FOR BED PREPARATION AND PLANTING BACKFILL SHALL BE A SANDY LOAM TOPSOIL AMENDED AITH 30 PERCENT COMPO57 CONSISTING OF COMPOSTED STEER MANURE, BIOSOLIDS, OR MUSHROOM COMPOST. OTHER 50IL MIX PRODUCTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO USE. . 5. SOIL PREPARATION FOR 5HRU5 BEDS AND LAAN AREAS: SPREAD TO A MIN1MIJM DEPTH OF 3 INCHES (4 C)310 YARDS PER 1000 S.F.} OF 501L MIX PER NOTE 4, IN ALL GROl1NDCOVI=R AND PLANTfNG BEDS. ROTOTILL OR OTHI~RA15F THOROUGHLY INCORPORATE 501L MIX TO A 4-5 INCH DEPTH, GRADE SMOOTH, AND REMOVE ALL ROCKS AND CLOVE OVER f INCH DIAMETER. FOLLOWING ACCEPTANCE OF THF SUBGRADE, THE LANDSCAPE CONTRACTOR SHALL PLACE AN ADDITIONAL 3 INCH PEPTH OF COMPOST AMENDED 501L PER NOTE 4. 6. BACKFILL MIX FOR ALL TREES AND SHRUBS TO BE 113 EX1571N6 SITE TOF50tL AND 2/3 SOIL MIX PER NOTE 4. REFER TO PLANS AND DETAILS REGARL)ING INSTALLATION OF PLANT MATERIALS. 7. FERTILIZER FOR ALL PLANTS SHALL BE AGRIFORM 24-10-5, 21 CRAM OR 10 GRAM TABLETS DISTRIBUTED AS FOLLOAS: TREES 4--21 GRAM TABLETS, SHRUBS 2 GAL 51ZE AND LARGER 3-21 GRAM TABLETS, I GAL SIZE SHRUBS 1-21 GRAM TABLET, ALL 4" POTS I - 5 GRM TABLET OR EQUIVALENT EACH. SET TABLETS DIRECTLY NEXT TD ROOT BALL. GRANULAR EQUIVALENT FERTILIZER 15 ACCEPTABLE WITH PRIOR AUTHORIZATfON FROM THE LANDSCAPE ARCHITECT. 0. ALL SHRUB AND GROUNDCOVER BEDS SHALL RECEIVE A 2 INCH MINIMUM DEPTH (6 CUBIC 'WARDS PER 1000 S.F) OF HEM -FIR MEDIUM BARK MULCH. PLANT 4" POT GROUNDGOVERS INTO 501L MIX PER NOTE 5 ABOVE, PLANTS PLANTED IN BARK MULCH ONLY ARE NOT ACCEPTABLE. a. APPLY A GRANULAR OR 5OLUBLE PRE -EMERGENT HERBICIDE AS APPROVED BY THE LANDSCAPE ARCHITE07 TO ALL SHRUB AND GROUNDGOVER BFDS PRIOR TO 0157RIBUTION OF BARIC MULCH. IO. LAWN AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED IN A HYDRAULIC APPLICATION BY CONVENTIONAL SEEDING EQUIPMENT. SEED SHALL BE A MINIMUM THREF-YVAY MIXTURE OF PERENNIAL RYF6YRA55 VARIETIE5 AT A RATE NOT LE55 THAN 5 LBS PER 1000 S.F.. THE LANDSCAPE ARCHITECT SHALL APPROVE MULCH/FERTILIZER TYPE AND RATES PRIOR TO APPLICATION. WATER TURF AREAS AITHIN I HOUR OF APPLICATION. If. ALL WORK SHALL BE PERFORMED TO THF 5ATI5FAGTION OF THE LANDSCAPE ARCHITECT AND OWNER. ALL PLANTS SHALL BE GUARANTEED FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE. ALL REPLACEMENTS SHALL BE RE -GUARANTEED FOR ANOTHER FULL YEAR FROM DATE OF INSTALLATION. THE OANER IS RESPONSIBLE FOR MAINTAINING ALL PLANTS IN A HEALTHY GROINING CONDION FOR THE L I FF OF THE PROJECT. @ CONTINUOUS OUTER ROA X FEET ON CENTER, 213 X FEET SETBACK FROM EDGE OF PLANTING BED (D (D TRIANGULAR SPACING INSIDE BED ® EDGE OF PLANTING BED ® AREA FOR ED (D ® e X 2/3 X EDGE OF PLANTING BED X = RECOMMEDEO PLANT SPACING = REPRESENTS A PLANT PL MT SPACING DETAIL NOT TO SCALE CITY OF YELM PEEL BACK TOP 213 OF BURLAP PREPARED BACKFILL MIX REMOVE ALL STRING AND AIRE 2/3 EX. 301L AND 1/3 SOIL MIX MAZ SCORE ROOTBALL AND PIT MALL NOTES: (4) 21 GRAM AGRIFORM NGVD 29 PER TCHPN FERTILIZER TABLETS REMOVE TREATED OR SYNTHETIC, COORDINATES USING A COMBINED SCALE BURLAP COMPLETELY. DRI VF STAKES A MIN. 12" Acer t. x. A.p. Aorrenred' INTO UND157VRBED NA71VE -SOIL KEEP ROOTBALL MOIST AND 0$0 PROTECTED PRIOR TO PLANTING IN. 2X BALL /A_ SET ROOTBALL ON UNDISTURBED R 5' WHICHEVER OR O HOLO GROWN OF ROOTBALL AT 15 SUBGRADF OR JUST ABOVE FINISHED GRADE (D WN►FEROUS 77ZM f'L 77N(5 DErM. NOT TO SCALE 2" GAL. a • 0 Cornus x 'Rutgon' r ^� 2" GAL. `y w 16 Acer rubrum `0owho0' Bowhall Maple 2" BARK MULCH WATERING BASIN BERM a,• ?0 • (� FERTILIZER TABLETS, 2-6" DEPTH PR>=PARE7 BACKFILL (3) 2 GAL OR LARGER, (1) l GAL M)X. AA TER $ TAMP TO 0 REMOVE AIR POCKETS PEEL BURLAP BACK FROM TOP 2/3 Vine Maple OF ROOT BALL AFTER PLACING NATIVE SOIL SHRUB IN PLANTING HOLE. REMOVE w FIBER6LA55 OR TREATED BURLAP COMPLETELY. NOTES: -- T'reeb PLANTING PIT SHALL BE A MINIMUM OF TRICE THE ROOT BALL MOTH AND TWICE THE RDDT BALL DEPTH ��� !0 FOL M77N& Db7A11. NOT TO SCALE YVeeping Alaskan Cedar SEE PLANT L157 FOR PROPER SPACING Au OBARK MULCH Lw I �.z I I LLw EXISTING GRADE SGARIFr 510E OF I r - r��1 HOLE 41 ROOTBALL - IlIII '� - fI_I AMENDED - - S01L \—NAT/Vr-'-Ili l 5O1L (I) AGRIFORM TABLET PER I GAL. PLANT LE55 THAN I GAL, I GAL. CONTAINER $ LARGER (PLANTED .AFTER MULCH) (PLANTED BEFORE MULCH) GROUN ►NSTAL..LA770 V NOT TO SCALE INSTALLATION TION SPECIFICA TIONS I. SCARIFY OR OTHERWISE REMOVE ALL EXISTfNG VEGETATION FROM ALL PLANTING AREAS. FINE &RADE ALL LANDSCAPE BEDS PRIOR TO BARK OR GROUNDGOVER PLACEMENT, 2. NO PLANT 5U135TI7UTION5 WILL BE ACCEPTED WfTHOUT PRIOR APPROVAL FROM THE LANDSCAPE ARCHITECT AND THE OWNER. J. ALL PLANT MATO-RIAL AND PLANT LOCATIONS SHALL BE APPROVED, AT THE REOUFST OF THE LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. 4. SOIL MIX FOR BED PREPARATION AND PLANTING BACKFILL SHALL BE A SANDY LOAM TOPSOIL AMENDED AITH 30 PERCENT COMPO57 CONSISTING OF COMPOSTED STEER MANURE, BIOSOLIDS, OR MUSHROOM COMPOST. OTHER 50IL MIX PRODUCTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO USE. . 5. SOIL PREPARATION FOR 5HRU5 BEDS AND LAAN AREAS: SPREAD TO A MIN1MIJM DEPTH OF 3 INCHES (4 C)310 YARDS PER 1000 S.F.} OF 501L MIX PER NOTE 4, IN ALL GROl1NDCOVI=R AND PLANTfNG BEDS. ROTOTILL OR OTHI~RA15F THOROUGHLY INCORPORATE 501L MIX TO A 4-5 INCH DEPTH, GRADE SMOOTH, AND REMOVE ALL ROCKS AND CLOVE OVER f INCH DIAMETER. FOLLOWING ACCEPTANCE OF THF SUBGRADE, THE LANDSCAPE CONTRACTOR SHALL PLACE AN ADDITIONAL 3 INCH PEPTH OF COMPOST AMENDED 501L PER NOTE 4. 6. BACKFILL MIX FOR ALL TREES AND SHRUBS TO BE 113 EX1571N6 SITE TOF50tL AND 2/3 SOIL MIX PER NOTE 4. REFER TO PLANS AND DETAILS REGARL)ING INSTALLATION OF PLANT MATERIALS. 7. FERTILIZER FOR ALL PLANTS SHALL BE AGRIFORM 24-10-5, 21 CRAM OR 10 GRAM TABLETS DISTRIBUTED AS FOLLOAS: TREES 4--21 GRAM TABLETS, SHRUBS 2 GAL 51ZE AND LARGER 3-21 GRAM TABLETS, I GAL SIZE SHRUBS 1-21 GRAM TABLET, ALL 4" POTS I - 5 GRM TABLET OR EQUIVALENT EACH. SET TABLETS DIRECTLY NEXT TD ROOT BALL. GRANULAR EQUIVALENT FERTILIZER 15 ACCEPTABLE WITH PRIOR AUTHORIZATfON FROM THE LANDSCAPE ARCHITECT. 0. ALL SHRUB AND GROUNDCOVER BEDS SHALL RECEIVE A 2 INCH MINIMUM DEPTH (6 CUBIC 'WARDS PER 1000 S.F) OF HEM -FIR MEDIUM BARK MULCH. PLANT 4" POT GROUNDGOVERS INTO 501L MIX PER NOTE 5 ABOVE, PLANTS PLANTED IN BARK MULCH ONLY ARE NOT ACCEPTABLE. a. APPLY A GRANULAR OR 5OLUBLE PRE -EMERGENT HERBICIDE AS APPROVED BY THE LANDSCAPE ARCHITE07 TO ALL SHRUB AND GROUNDGOVER BFDS PRIOR TO 0157RIBUTION OF BARIC MULCH. IO. LAWN AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED IN A HYDRAULIC APPLICATION BY CONVENTIONAL SEEDING EQUIPMENT. SEED SHALL BE A MINIMUM THREF-YVAY MIXTURE OF PERENNIAL RYF6YRA55 VARIETIE5 AT A RATE NOT LE55 THAN 5 LBS PER 1000 S.F.. THE LANDSCAPE ARCHITECT SHALL APPROVE MULCH/FERTILIZER TYPE AND RATES PRIOR TO APPLICATION. WATER TURF AREAS AITHIN I HOUR OF APPLICATION. If. ALL WORK SHALL BE PERFORMED TO THF 5ATI5FAGTION OF THE LANDSCAPE ARCHITECT AND OWNER. ALL PLANTS SHALL BE GUARANTEED FOR ONE FULL YEAR FROM DATE OF ACCEPTANCE. ALL REPLACEMENTS SHALL BE RE -GUARANTEED FOR ANOTHER FULL YEAR FROM DATE OF INSTALLATION. THE OANER IS RESPONSIBLE FOR MAINTAINING ALL PLANTS IN A HEALTHY GROINING CONDION FOR THE L I FF OF THE PROJECT. @ CONTINUOUS OUTER ROA X FEET ON CENTER, 213 X FEET SETBACK FROM EDGE OF PLANTING BED (D (D TRIANGULAR SPACING INSIDE BED ® EDGE OF PLANTING BED ® AREA FOR ED (D ® e X 2/3 X EDGE OF PLANTING BED X = RECOMMEDEO PLANT SPACING = REPRESENTS A PLANT PL MT SPACING DETAIL NOT TO SCALE CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM GOWCN MA110 W WASHINGTON STATE PLANE COORDINATE Decide. Theee SYSTEM NAD 83/91, SOUTH ZONE 4502, PER NGVD 29 PER TCHPN TCHPN, SCALED TO GROUND SCALE N COORDINATES USING A COMBINED SCALE Z FACTOR OF 1.00007995952. PLANT SCHEDULE 57'1►rIf3OL Q71^' WTMACAL NAW GOWCN MA110 W 5PrtiG. Nil nm Decide. Theee ❑ fV Q N Z 3 Acer t. x. A.p. Aorrenred' Pacific 5un5et Maple 2" GAL. 0$0 0 15 Sorbus omorica. Dwarfcrown' Red Cascade Mtn. Ash 2" GAL_ B-fB (D 14 Malu5 'Adirondack' Adirondack Grobapplo 2" GAL. B-fB • 6 Cornus x 'Rutgon' Stellar Pink Dogwood 2" GAL. 0$0 16 Acer rubrum `0owho0' Bowhall Maple 2" CAL. 040 ?0 5 Nyssa sylvotica Black Tupelo 2" GAL. 0$5 0 2 Acer circinotum Vine Maple 2" GAL. 3$5 Conifer w T'reeb w 12 Ghamaecypcarls n. 'Pendula' YVeeping Alaskan Cedar 7,_6, FIT. BSB 0 41 Galocedru5 decurrens Incense Cedar 7'-a' HT. 3$0 ¢a 6 Tsugo heterophylla Aestern Hemlock 7-8' HT. B,fB 5hr*Uft 0 T Thuja occidentalis "Smorogd' Emerald Green Arb. 5'-6' HT_ 3.5' O.C. 54 Spiraea bumolda 'Goldflome' Goldflame 5pirea 2 GAL. Ak 6 Piens japonica 'Variegota' Variegated Jap. Pferis 3 GAL. 5 Leucothoo Pont. 'Rainbow' Rainbow Leucothoo 3 GAL. i8 Escollonio x,e.'Pink Prfncess' Pink Princess F5callonio 3 GAL. 63 Nandlno dom. Gulf Stream' Guff Stream Nandlno 5 GAL. ' 174 Hemerocallis Doy11Iy I GAL. - 257 Fo5tuca x 'Cool os ice' Cool as ice Blue Fescue I GAL. 123 Penni5otum alope. 'Hameln' Dwarf Fountain 6ro55 I GAL. 81 Aefgelo florido 'sonic Boom' Sonic Boom Aeig®la 2 GAL. 0 35 Rhododendron 'Unique' Unique Rhododendron 3 GAL. 22 Lavandulo angustifollo English Lavender 2 GAL. 1 I8 Berberis t. 'Orange Rocket' Orange Rocket Barberry 2 GAL. 0 14 Daphne adore 'Marginate' Varigated Minter 0ophna 2 GAL_ 4D 5eclum spect. 'Autumn Joy' Autumn Joy 5tonecrop I GAL, 0 12 Hobe buxlfolla 'Nano' Boxwood Hebe 2 GAL. 24 1 iex crenate 'SoFt Touch' Soft Touch Japan_ Holly 2 GAL. 0 26 Berberls t. 'Crimson Pygmy' Crimson Pygmy Barberry 2 GAL. 0 102 Glstvs purpureus Purple Rock Rose 3 GAL. 24 Polystichum setiferum Soft Shield Fern ! GAL. IS /lox crento 'Sky Pencil' Sky Pencil Jap. Holly I GAL. n o v v a6a9osv 0 o a 6 325 Gotoneaster dam. 'LawfaSt' Lowfast Gotonea5ter !GAL B' D.G. vaonoaa 204 Gaultherla shollon Evergreen Salol I GAL 4' O.G. ++++++ 200 Arctostophylos uvo-ursf Kinnikinnick I GAL 4' D.G. + + 200 Mahanla re ens p Creeping Oregon Gra e p g g p I GAL 4' O.G. *CONTRACTOR TO VERIFY QUANTITIES ON PLAN HYDROSE!<D LAWN y�o L , o Q 64 J IAND C �I W ❑ ❑ ❑ fV Q N Z W > m W ti N U) in ')E C7 0 Wrn U (�z � E �'1 4.J ❑ L7) Z Q o N I� . �- 0 m J Z W r O Q W z ❑ m 0 Z W _ w z w UW Q of, ¢a 0 v y�o L , o Q 64 J IAND C �I ieil W i Q N Z W > m W ti Dov U) in ')E C7 0 Wrn U (�z � E �'1 4.J Q L7) Z Q o N I� . �- 0 J Z W r O 0 W z 0) (y) M Z W W i- 2 w ieil 0 z 0 w of, Y.w z 0 w LLI LLJ .� _U ❑ o° L. z V 3f ri.rr � w� W lit a WC?j z 0. o c o J M N �M z 0r Lu Lu W LL Q 0 I r W N LU V_ = 0 �+ F M0 �iLL Oil U z c ❑ 0 a a J AGENCY NO SHEET. 33 OF 35 E:11a ndscapeQ 1-000Q1-0061 INDEX 21-006 LAS 0 JOB: 21-006 0 0 ❑ o W ni n Z Q W > m W � r D M 70Q Ui r A ❑ NNM - co p m w zz W ❑ ❑ LU� 2 U ¢ ❑co a z I W 0 N Z Q W > m W 0. D M 70Q Ui r A op o00 NNM - co p Z L ❑ z ❑ 0 ¢ ZQrn a 0 ��N r 4 +, QJ 200) c z N 0� W 0 r o ~ 0W z(1) M N Z o Z W W Q LU LL a .n Ui r A op o00 LU z Z ❑ JT z a. a 0 M C 0 o ~ U) p N Z o ,Q V 5 LU �,- U) LU �. v it 7- F - LL ❑ LL .n Ui r A op o00 LU z Z ❑ JT a. a M C 0 o ~ m p N Z o ,Q V W �,- U) LU �. v 7- F - LL ❑ 0 a a AGENCY NO. SHEET: 34 OF 35 E VandsrapM21-000129-0061 INDEX 21-006 LA- N ,los: 21-006 IFMISA 770N INSTA W.LATWN PErAILS 2 IN. FINISH GRADE CCRBK OR POP-UP (2" - 6') 5PRINKL1=R5 AND POP-UP IMPACT SPRINKLERS (2) MARLEX BARBED ELS AT HEAD USE TEFLON TAPE ON ALL THREADED CONNEC71ON5 1/2" POLY' TUBE, MINIMIZE BENDS MARLEX a0 STREET ELL LATERAL LINE FITTING PDP UP SPRINKLER A4550ii NOT TO 50AL.E FINISH GRADE 10" RCUND VALVE BO SEF SPEG5. Kr SPLICE CONNECTORS FOR BRANCHING DECODER PAIR PRFSSU MA INL INE TWISTED PAIR CONr1NUE5 AT MAINLINE PIPE TWISTED PAIR DECODER Wlll INSTALL 4" DEPTH DRAIN GRA V] SECURE LOOM WITH ZIP TIF DECii SRANCH LINE 24VPIW BRMOH LINE G0NN$G770N NOT TO SCALL FILL WITH GAP SEALANT CRIMP SLEEVE USE RECOMMENDED 700L 0OV)r TYPr.i r4RE WNNeCWN NOT TO SCALL 1/2" -J-$o; AND 112" 60 CONDL FOR 120V L MOUNT GON7ROLLER DE REG. BLDG. MECH. ROOM PFR IUFAC7VRFR'S 171RE-G71ON5 TNTING HEIGHT- 54"-72" 7RDINA TF LOCA TION WITH STRIGAL SUBCONTRACTOR SGH 60 PVC F. T.A. SCH 40 PVC CONDUIT FOR LOW VOLT AIRE5 PIPE CLAMP' PER N.F.G. OR LOCAL CODE 120V Si r 81r, 07HER5 WNTROLLM - Ai MOMT DETA+w . NOT TO SCALE FINISH GRADE PVC MALE ADAPTER PRESSURE MAINLINE Fl TT1NG GLUED NIPPLE LOW VOL TAGF WIRES 1 CU_ FT. DRAIN GRA VEL - VALVE BOX, SEE SPECS. f1r:C7 JC CONTROL VALVE NOT TO 50ALE THREADED NIPPLE PVC, UNIONS LATERAL LINE COMMON GROUND CONTINUES AT MAINLINE PIPE 1RRI&A TION PAR T-55PECIFICA TIONS IRRI&A TION INSTALLATION NOTES Now HUNTER PGV-151-DG MA I NL I NE -5 LATERALS SLEEVES CHAMPION 20OR5-150 CHAMPION C.GV-IoOVL HEADS / NOZZLES HUNTER PROS -O6 -GV MFR/PART NO. 0 FEBGO SOU C HUNTER PHG-24 Now HUNTER PGV-151-DG MA I NL I NE -5 LATERALS SLEEVES CHAMPION 20OR5-150 CHAMPION C.GV-IoOVL HEADS / NOZZLES HUNTER PROS -O6 -GV HUNTER PRO -SPRAY 6" POP UP SPRAY HEADS WITH CHECK VALVES AND PLASTIC NOZZLE -5. INSTALL ALL SPRAY HEADS ON (2) MARLEX BARBED ELBOWS AND 12" TO 18" FLEXIBLE POLYETHYLENE PIPE SWING JOINT. RAD GPM MPIOOO MP ROTATOR 0'- 15'- ADJUST ARG TO FIT MP 2000 MP ROTATOR 13'- 21'- ADJUST ARG TO FIT PSI 14 .42 40 19 .77 40 MPS553O SERIES MPR 510E STRIP NOZZELS, ADJUST DIFFUSER TO FIT 5x30 MPLG5515 MP LEFT STRIP 5x15 MPRG5515 MP RIGHT -STRIP 5xI5 HUNTER PGP-ADJ-2.0 PGP SERIFS ROTOR WITH BLUE LOW GAL NOZZLE. INSTALL 34 ON (2) MARLEX BARBED ELBOWS AND 12" TO Ie" FLEXIBLE POLYETHYLENE PIPE SWING JOINT. HUNTER I GZ-101-40 HUNTER DRIP LINE PLD -8L NK NOT 5HOWN HUNTER PLD -ARV .44 f. THIS PLAN IS DIAGRAMMATIC. ALL PIPING, VALVES, HEAD5, FTG. SHALL BF INSTALLED IN COMMON TRENCHES OESGRIPTIONIIN5TALLATION 40 WHERE P05513LE. THE IRRIGATION CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN 40 COMPLETE COVERAGE AND PROPER OPERATION WITHIN THE5YSTEM PARAMETERS. ADJUST LOCATION OF DOUBLE CHECK VALVE BACKFLOW ASSEMBLY, 1 1/4" SIZE HEADS, ARDS, AND RADIUS AS N1=G1=55ARY. INSTALL WITH (1) GALVANIZED UNION AND JUM50 VALVE 80X 12.0 LAWN ROTORS, BUILDING A 2. TH15 SYSTEM 15 DESIGNED 70 BF SERVED FROM A NEW I" IRRIGATION METER. GROSS CONTAMINATION SOLID STATE ELECTRONIC CONTROLLER. 24 STATION CAPACITY PREVENTION DEVIGE(S) 5HALL BE INSTALLED. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE OPERATING A17H AI -FI CONNEC TION AND EXTERNAL TRANSFORMER. WALL PRESSURE AT THE POINT OF CONNECTION. ALL LA TERAL5 AND MA I NL I NES SHALL SLOPE TO DRAIN LOCA TION(5) MOUNT ON BUILDING WALL AS SHOWN. ROUTE ALL LOW VOLT WIRES IN WHERE iNDICATED. CONDUIT PER N.F.G. REQUIREMENTS. 5 iii P1 3. REFER To DETAIL DRAWINGS FOR INSTALLATION AND FURTHER SPECfFfCA71ONS. IF DETAIL NOT PROVIDED, PGV 5ER1E5 ELECTRIC REMOTE CONTROL CLOSE VALVES, CONTRACTOR SHALL USE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. INSTALLED WITH (1) PVC UNION (LATERAL SIDE), DG LATCHING 11.4 SOLENOID, AND VALVE BOX (USE COMMON S0XE5 WHERE P05510LE). 4. ALL MAINLINE PIPE5 SHALL BE PRESSURE TESTED PRIOR TO HACKFfLL. PRESSURE TEST SHALL HE AT 1.O" MAXIMUM LINE PRESSURE HELD FOR ! HOUR WfTH LESS THAN 5 PERCENT PRESSURE LOSS, OR 100 P51 FOR 15 SEE INSTALLATION DETAIL MINUTES WITH LESS THAN 5% STATIC PRE55URE L055. DRIP ZONE K17 - I" GLOBI; VALVE WITH I" HYIO0 FILTER SYSTEM AND 8.1 LAWN SPRAYS, BUILDING G lf D 5. BACKFILL AROUND MAINLINES AND LATERALS SHALL BE FREE OR ROCKS AND DEBRIS. PIPE BEDDING 1.0" MATERIAL SHALL BE SAND OR FINE 501LS WITH No ROCKS LARGER THAN I INCH. PRESSURE MAINLINE AND LATERALS SHALL BE CLA55 200 PVC, 6. No IN-LINE WIRE 5PLICE5 WILL BE ALLOWED. SUPPLY VALVE BOXES (AMETEK, CARSON, OR EaUAL 12" SOLVENT WELDED. TEFLON TAPE ALL THREADED JOINTS. BURY STANDARD) AT COMMON VALVE LOCA71ON5. CONTROL WIRES SHALL BF BUNDLED AND TAPED TO MAIN EVERY DEPTH: MAIN5-1b INCHES, LATERALS- 12 INCHES MIN. SEF NOTES 20 FEET_ RUN WIRES IN COMMON TRENCH. USE ONLY WATERPROOF CONNECTORS AS SPECIFIED AT VALVE BELOW FOR PIPE BEDDING. CONNECTIONS. SLEEVES 5HALL HE 5CH. 80 PVC WITH A MINIMUM COVER 12 OF 24 INCHES. SIZE PER PLAN () 1N. 4') SEE NOTES FOR 7. CONTRACTOR SHALL PROVIDE SLEEVES IN LOCATIONS SHOWN. SLEEVE DEPTH SHALL BE 24 INCHES BELOW SLEEVE INSTALLATION. FINISH GRADE, AND EXTEND BEYOND CURB OR EDGE OF PAVEMENT A MINIMUM OF 12 INCHES. SFE SPECS FOR Loll SLEEVE TYPE, TAPE ENDS OF SLEEVES TO BF USED FOR FUTURE PIPES, AND PROVIDE MARKER POST_ LOW VOLT WIRING SHALL SF 14 GA. SINGLE STRAND UF/UL LISTED. 14 WHITE=COMMON, RFD=516NAL. NO IN-LINE SPLIGE5, SPLICE AT 5. CONTRACTOR SHALL PROVIDE OWNER WITH A SET OF "AS -BUILT" RECORD DRAWINGS SHOWING ACTUAL VALVES WITH 3M WEATHER PROOF CONNECTOR -15 OR APPROVED LOCATIONS OF ALL SPRINKLER SYSTEM EQUIPMENT, INCLUDING THE VALVE NUMBERS CORRESPONDING TO EQUAL. INSTALL (1) EXTRA COMMON AND '!) SPARE SIGNAL W1RIr CONTROLLER ZONES. LOCATION OF DRIP LINES 00 NOT HAVE TO BF LOCATED ON A5 -BUILT PLAN. TO MAINLINE TERMINUS. BRASS MANUAL DRAIN VALVE Yidi 6" ROUND BOX ACCESS. CONTRACTOR SHALL ORIENT OWNER WITH COMPLETE SYSTEM OPERATION AND MAINTENANCE PROCEDURES_ INSTALL AT ALL MAINLINE LOW POINTS 4.6 LAWN SPRAYS, PLANTER STRIP R. CONTRACTOR SHALL GUARANTEE IN WRITING ALL MATERIAL5 AND WORKMAN5HIP FOR ONE FULL YEAR 8RA55 QUICK COUPLER VALVE, 51 NOLE LUG WITH LOCK f NG FOLLOWING FINAL ACCEPTANCE OF 5Y5TEM INSTALLATION. COVER. PROVIDE (1) KEY WITH HOSE SWIVEL. INSTALL WTIH 314" 18 RFBAR POST AND SCREW CLAMPS ON ICING TRIPLE SWING JT, I A7FI?A1 11Nr- Pii rnI71- 4;ra1-C.IFItA7InN4;. HUNTER PRO -SPRAY 6" POP UP SPRAY HEADS WITH CHECK VALVES AND PLASTIC NOZZLE -5. INSTALL ALL SPRAY HEADS ON (2) MARLEX BARBED ELBOWS AND 12" TO 18" FLEXIBLE POLYETHYLENE PIPE SWING JOINT. RAD GPM MPIOOO MP ROTATOR 0'- 15'- ADJUST ARG TO FIT MP 2000 MP ROTATOR 13'- 21'- ADJUST ARG TO FIT PSI 14 .42 40 19 .77 40 MPS553O SERIES MPR 510E STRIP NOZZELS, ADJUST DIFFUSER TO FIT 5x30 MPLG5515 MP LEFT STRIP 5x15 MPRG5515 MP RIGHT -STRIP 5xI5 HUNTER PGP-ADJ-2.0 PGP SERIFS ROTOR WITH BLUE LOW GAL NOZZLE. INSTALL 34 ON (2) MARLEX BARBED ELBOWS AND 12" TO Ie" FLEXIBLE POLYETHYLENE PIPE SWING JOINT. HUNTER I GZ-101-40 HUNTER DRIP LINE PLD -8L NK NOT 5HOWN HUNTER PLD -ARV .44 40 -22 40 .22 40 2.0 45 DRIP ZONE KIT- I" GLOBE VALVE WITH I" HYIOO FILTER SYSTEM AND 40 P51 REGULATOR IN LINE DRIP TUBING WITH NO EMITTERS. MAX LINE LENGTH = 450' AT 40 P51. ADD EMITTERS PER DRIP ZONE NOTE. INSTALL PER fi7AG TURER'S RECOMMENDATIONS. DRIP NPT/AIR VACUUM RELIEF VALVE ON MANIFOLD. INSTALL PER MFR. REG, PVC LATERAL SEGMENTS SHALL HF SIZED BY CONTRACTOR DURING INSTALLATION SUCH THAT THE FLOW SHALL NOT EXCEED 4 FEET PER SECOND, OR THE FOLLOWING GALLON5 PER MINUTE: CL -200 51ZE MAX &.Ii 3140, 6 I" 14 FLOW (GPM) 5_4 - I !/4 " 22 ZONE No. X SPARE ZONE 11121, 22 21, 45 VALVE SIZE I " FOR EX L5 ! " DRIP ZONE5 DRIP ZONES SHALL UTILIZE HUNTER PLD-BLNK 67MM NON -PERFORATED) POLY DISTRIBUTION TU31 NG (OR APPROVED EQUAL) FEEDING ALL PLANTS IN THE SHRUB AREA WfTH INDIVIDUAL EMI rTFR5; EACH I GALLON SIZE SHRUB SHALL HAVE ONE (1) 0.5 GPH EMITTER, EACH 2 GALLON OR LARGER SHRUB SHALL HAVE ONE (1) LO GPH EMITTER, AND ALL TREES SHALL HAVE TWO (2) 2.0 GPH EMITTERS. CONTRACTOR SHALL SUBMIT EQUIPMENT LIST AND FOR APPROVAL PRIOR TO CONSTRUCTION. VALVE CHART ZONE SIZE FLOW DESCRIPTION I I.o" - DRIP, BUILDING A 2 1,0" 12.0 LAWN ROTORS, BUILDING A 3 I.O" 6.5 5HRU13 SPRAYS, PLANTER 57RIP .4 1.0" - DRIP, HUILOIN6 B 5 iii P1 1.3 LAWN SPRAYS, BUILDING B 6 !.O" 11.4 LAWN SPRAYS, BUILDINGS B s G 7 1.O" - DRIP BUILDING G 8 1.01, 8.1 LAWN SPRAYS, BUILDING G lf D 4 1.0" 16.0 LAWN ROTORS, BUILDING G 4 D 10 LO" - DRIP BUILDING D 11 1.0" 12.4 SHRJ13 SPRAYS, PLANTER STRIP 12 1.0" 6.2 LAWN SPRAYS, PLANTER STRIP 13 Loll 14.7 SHRUBS SPRA'T'S 14 1.5" 20.o LAWN ROTORS 15 1.5" 20.0 SHRUB SPRAYS 16 1.0" 4.6 LAWN SPRAYS, PLANTER STRIP 17 1.O" 4.3 SHRUB SPRAYS 18 1.0" 4.2 SHRUB 5PRAY5 19 1.01, Ph LAWN SPRAYS, BUILDING I CITY OF YELM VERTICAL DATUM MERIDIAN HORIZONTAL DATUM ExLSTING RESILIENT SEATED I WASHINGTON STATE PLANE COORDINATE GROUND TEST COCKS 6' MIN. SHUTOFF VALVES REO'D.] 3� �(2 SYSTEM NAD 83191, SOUTH ZONE 4602, PER NGVD 29 PER TCHPN TCHPN, SCALED TO GROUND SCALE COORDINATES USING A COMBINED SCALE 13' FACTOR OF 1.00007995952 • 4 a Ln z ExLSTING RESILIENT SEATED I 3" GROUND TEST COCKS 6' MIN. SHUTOFF VALVES REO'D.] 3� �(2 4 a O O O d 6. 13' , iL TOP VIEW UNIONS d• d • d t*)cc ❑ � 0� °�°ti�@� ❑ j� a't7d° may' (BELOW GROUND INSTALLATION) GAVEL 12' MIN- NOTE: ALL ITEMS SHALE COMPLY PATH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY 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 SHALL BE A CURRENT WASHINGTON STATE DEPT. HEALTH APPROVED MODEL- - A PLUMBING PERMIT IS REQUIRED. CITY OF YELM APPROVED BY DWG. NO. - DOUBLE CHECK VALVE4-16 PUBLIC WORKS DIRECTOR DATE ASSEMBLY 2" AND SMALLER DES.MKD D"TI>wK0 RD JIG °A 12/2016 Ln z ExLSTING RESILIENT SEATED I 24' _I GROUND TEST COCKS 6' MIN. SHUTOFF VALVES REO'D.] 3� �(2 a • 3` (4 8" MAx. REO'D.) N 13' , iL UNIONS SINGLE METER BOX - In c (2 REQ'O.) w z PLACEMENT 12" MAX. NO GALVANIZED PIPE fi' MIN. ON INLET SIDE OF PLASTIC ENT LINE V ASSEMBLY. SIDE VIEW ITER� BDx 4 TO EDGE OF BOX ti n° m a t*)cc ❑ � 0� °�°ti�@� ❑ j� a't7d° may' (BELOW GROUND INSTALLATION) GAVEL 12' MIN- NOTE: ALL ITEMS SHALE COMPLY PATH THE FOLLOWING. - APPROVED DOUBLE CHECK VALVE ASSEMBLY 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 SHALL BE A CURRENT WASHINGTON STATE DEPT. HEALTH APPROVED MODEL- - A PLUMBING PERMIT IS REQUIRED. CITY OF YELM APPROVED BY DWG. NO. - DOUBLE CHECK VALVE4-16 PUBLIC WORKS DIRECTOR DATE ASSEMBLY 2" AND SMALLER DES.MKD D"TI>wK0 RD JIG °A 12/2016 4 a�D L 0 u Q q any DJJ �� ,L4 �14 scA W 7�� m o N L >- m Q 7 W IL D f0 0 N CC � C Wrn -<< Q�W m C 0 d z< a z 0 <J't W r W o] z m z W W I- 2 Ln z I 24' _I a a METER Bax N 13' , iL SINGLE METER BOX - In c H w z PLACEMENT 12" MAX. PROPERTY 2% SLOPE TO BOX LINE V 4 TO EDGE OF BOX ti m ❑ Lu z 0 a m a P a 12' D ¢ ❑ _ CUT] Ljjr r 12" 1 200ps1 12• ob z P.E. PIPE U)0 ) 24" J J .r METER BOX � METER BOX CENTERED PROPERTY o EXTENDED LOT LINE LINE U w U- W DUAL METER BOX 0 PLACEMENT Q 2% SLOPE TO BDX w In w 4 TO EDGE OF BOX 9 12' L� r Z n 0 1' 200 PSI a a 12' P.£. PIPE i 12• CITY OF YELM APPROVED BY DWG. NO. "- 4-6 TYPICAL METER PLACEMENT WI PUBLIC WORKS DIRECTOR DATE DAT TE SIDEWALK SIDEWALK DE&MKD 0V'�1KD KpJEG 4 a�D L 0 u Q q any DJJ �� ,L4 �14 scA W 7�� m o N L >- m Q 7 W IL D f0 0 N CC � C Wrn -<< Q�W m C 0 d z< a z 0 <J't W r W o] z m z W W I- 2 Ln z I o a a Z� 0 N +v In c H w z "n V ❑ m ❑ Lu z 0 a m a o uj O 0 D ¢ ❑ _ CUT] 4 a�D L 0 u Q q any DJJ �� ,L4 �14 scA W 7�� m o N L >- m Q 7 W IL D f0 0 N CC � C Wrn -<< Q�W m C 0 d z< a z 0 <J't W r W o] z m z W W I- 2 AGENcY No. SHEET' 35 OF 35 E:llandscapel21-0OOL2I-OO&1 1NDEx: zi-aas LAS ■ ODS: 21-006 _ Ln z 0 N In c w z "n V V1 w z Z Ljjr r Lj ob z U)0 ) J J .r N "' z � � o I U w U- W 0 Q Z w In w 0 L� r Z n 0 a AGENcY No. SHEET' 35 OF 35 E:llandscapel21-0OOL2I-OO&1 1NDEx: zi-aas LAS ■ ODS: 21-006 _