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2402-Middle Road Plat Civil PlansSURVEYOR INFORMATION: CRABTREE SURVEYING LLC. 7328 104TH STREET EAST PUYALLUP, WA 98373 (253) 845-0048 ENGINEER INFORMATION: JKA CIVIL ENGINEERING 950 BROADWAY, SUITE 305 TACOMA, WA 98402 (253) 539-1400 VERTICAL DATUM: NAVD88(12B) PER NGS-CORS WASHINGTON STATE REFERENCE NETWORK "WSRN" AND APPLIED GEOID 12B CONTOUR INTERVAL = 1' SEWER - CITY OF YELM WATER - CITY OF YELM POWER - PUGET SOUND ENERGY GAS - PUGET SOUND ENERGY CABLE - XFINITY STORM - HOME OWNER'S ASSOCIATION FOUND 5/8" REBAR W/CAP DOWN 0.3' 8-20-2020 1:111I0111zImci2 1111:ld4i:{• FRONT. 15' STREET & 20' DRIVEWAY REAR: 25' SIDE: 5' FLANKING YARD: 15' YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM THURSTON COUNTY WASHINGTON PN 64300600408 WELLS JOHN, DESRAI S PN 64300600410 16325 SE RAILWAY RD, YELM, 98597 BLOCK 6 FOURNIER, ALFRED J & SANDRA PN 64300600402 16345 RAILWAY RD SE, YELM, 98591 SHAW, BRANDON & ROXANNE LOT 4 co N88°4130"W 500.00' 16411 SE RAILWAY RD, YELM, 98597 o LVIVIL Lnlvl �vACATED) N89°34'46"W(SP) S88°41'30"E(C) 1300.64' r----109.99' �+ - 57. b 51L25' - - - LOT 2 - - -� + �[ - -92-�T 500.0�0.00' 83.16' 60.85' PN 6430060040 I 0 - WESTMAN, J o 19 _ - - - - - - 16320 MIDDL SE, YELM, 9859 15 008 SQ FT I o o I I 18 I I \�� u 289.39' 5,064 SQ.FT.CD _ _ _ Ln 28' 28 I 1ID IF Ln - �77- I I 15 I 14 LOT 64 _ N 4,963 SQ.FT. I 5,380 SQ.FT. 13 6,369 SQ.FT. `� PPUTRA, ROY CO I 5' I 16 II b I 20 y� b 5,976 SQ.FT._ I / I 9831 GREENLEAF LOOP oIT-- �� / SE, YELM, 98597 20 J 5,024 SQ.FT. o o g I, `�\ / LOT 3 ar / r.. I / 00 1 �i PN 64300600405 N � ° �' ° � � + � o I .�� � - - _ \ // �� 5�� / 1 � �� / 1 SARTAIN, ELIZABETH A 6,084 SQ.FT. o I .'� / g3' E,28S6 / / 16322 MIDDLE RD SE, S4'41'30"E 100.65' v -----/ YELM, 98597 o r- ---- o I _/ / \ 11 12 o ����/ �� 1 i PLAT OF WILLOW 10' UTILITY EASEMEN I 11 / ? \ / 5,925 SQ.FT. 1 �, �\-----L-- o os '1 GLENN DIV 2 - - 1 E:, IIo j 2 I o 72.08' 26.95' 1 w II I 5,040 SQ.FT. a =5 48" �o l 129� I• o p6� N L 10' UTILITY EASEMENT - Co, CN / - NSS 4T 30 �rQO 9� - �J / \ I I o N88°41'30"W 211.03' z RW 5,171 SQ.FT. o o i 22 45,,�490 SQ.FT. � I I o - II o I I 10' UTILITY EASEMENT A=53°07'48" 5,056 SQ.FT. I o A=9 '00' 0.00' LOT 65 71 4- 2 7208' - - - 6.g5' ° -1 "� 8� PN 84070006500 S88'4T30 E-1�1,Z9`--� PRATT, MIKE & STEPHANIE - - - 9837 GREENLEAF LOOP SE, o 280 28' S \ �/ //�� 1 0 / YELM, 98597 9 + o / 5,392 SQ.FT. / LOT 4 j I v 5,630 SQ.FT. o I \ (, 65 / 5' 5, .12' �, FOUND 1 2" REBAR W 4300600406 0 I �, 23 V / --- FOUND 1 2" REBAR W CAP PLS 27134 HA JAMES J I 5,024 SQ.FT. I I \_ \ / / 6 LE RD I o I I t-I- __�- - � ���� j Co \ \ PLS 27134 HANSEN 8-20 LM, 597 ° J 25 N i ----- \ ,> LOT 66 v� DOWN 0.2' I "`�76� 6 \ , PN 84070006600 5,976 SQ.FT. \ \ 8-20-2020��T`- I w ALVAREZ, WILLIAM SANTIAGO SS-024, V.1 P.127 X\ N88°41'30"W \---44_00' _ 154.28' PN 64303500503 JOHNSON, LEE THOMAS ^� \ 16404 MIDDLE ST SE, YELM, 98597 \ SHORT PLAT AFN:4877943 sQs\ \ LOT 1 O SS. �S\ FOUND 1/2" REBAR W/CAP & �\ \ PLS 27134 HANSEN DOWN 0.1' ----- ��� 8-20-2020 OWNER/APPLICANT INFORMATION: ABN CONTRACTORS P.O. BOX 7528 TACOMA, WA 98417 LEGAL DESCRIPTION (PER DEED AFN 4794316) PARCEL A: THE NORTH 290 FEET OF THE EAST 500 FEET OF LOT 5 IN BLOCK 35 OF MCKENNA IRRIGATED TRACTS, AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43; TOGETHER WITH THE SOUTH HALF OF VACATED STREET ADJOINING SAID PROPERTY ON THE NORTH. IN THURSTON COUNTY, WASHINGTON PARCEL B: LOT 2 OF SHORT SUBDIVISION NO. SS-97-8187-YL, AS RECORDED SEPTEMBER 1, 1997 UNDER AUDITOR'S FILE NO.S 3109447 AND 3109448. IN THURSTON COUNTY, WASHINGTON. BASIS OF BEARING: WASHINGTON COORDINATE SYSTEM OF 1983, SOUTH ZONE NAD83(2011) EPOCH 2O10.00 PER NGS-CORS WASHINGTON STATE REFERENCE NETWORK "WSRN". ALL DIMENSIONS ARE SHOWN AT GROUND LEVEL, UNLESS OTHERWISE NOTED. "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" 30'X71' PRIVATE SHARED ACCESS & UTILITY EASEMENT TO BE RELINQUISHED UPON EXTENSION OF CITY STREET FOR FUTURE DEVELOPMENT. FOUND 2" BRASS W/PUNCH a-20-2020 x �� R,, / SLAT OF MCKENNA IRRIGATED TRAC 0 4,795 SQ.FT. \ 9 / \ \ I I 9843 GREENLEAF LOOP SE, A=42° 3" ° / BLOCK 35 1 I 6,972 SQ.FT. YELM, 98597 R=10.0' / Tract A I 1 z 3,387 SQ.FT / L=7 . 3' ha' I LU 15 I 5,164 SQ.FT. i 6,125 SQ.FT. I o I I i Ix CD 41 - OPEN-SRAC€-- -------------- --- 1 �� 0 - N�4° '43"W i�G O�}ND �A / / 10.00' M I LOT 67 / N88°41'30"W 73.15' 32.65' 50.00' 95' 84.37' PN 84070006700 88°41'30"W 50.16' 43.90' % �� / 64.66' FERIDO, MARK & SHEYRAL \s, Tra Ct C OPEN SPACE/ O �' / 1� FOUND 1 2" REBAR �sQ ,358 SQ.FT. PARK / ti° 4 / 9849 GREENLEAF LOOP SE, 5,644 SQ.FT. r� W/ PLASTIC CAP 00 rn v I � I YELM, 98597 N58°25'00"E 0.74' PLS I rn m � 27134, HANSEN UP 1.7', z w rn (n �' S GG _ \ N MEASURED BASE 2-1-2024 LZI g r W z w LOT 1 /�V �� 41 a o�vwi I w I oo I oor - Co c000w o r Co w rnUw LOT68 LOT 5 o �, ,� _ ,,; o C:) �' PN 84070006800 v PN 84070000500 0 o J¢ I �' °O o w rn o M w °� KAYE, AARON M J Q_ " o Y> I o o a I oCD J¢ SWEENEY, CHRISTOPHER ti z 16404 CASCADIAN AVE SE, z } m " "' ¢ J w z J ¢ Z 9855 GREENLEAF LOOP SE, 1116 A l �.� �� �. a ¢ ¢ it ; z °° Q °° T Q YELM. 98597 i cLX a / J► 34� a YELM, `Jt35y/ o co Z Y o o¢ a w o' aN OfLn \ 6,135 SQ.FT. \ Co n m �y 4 FOUND 1/2" REBAR W/PLASTIC CAP - o �� ��>SHORT PLAT AFN:4877943 PLs 27134, HANSEN co , � 2-1-2024 � co co 12.9' ��, LOT 2 l / PLAT OF WILLOW GLENN i LOT 4 ;�1` \ o ?o� . o , ¢ oo PN 84070000400 �. �, HASS, RICHARD K \ 2 ��- 16402 CASCADIAN AVE 8,834 SQ.FT. SE, YELM, 98597 LEGEND C '' R-20.00' l \ �� 48, LOT 3 \ L=31.42' \ \ °� PN 84070000300 (PROPOSED) (EX \�\ �� oo PEREZ, CAMERON C \ \ 16340 CASCADIAN AVE \ \ 6,6631SQ.FT. SE, YELM, 98597 FOU \66' 's Q\ \\ / \ \ ASPHALT CONCRETE PAVEMENT LOT 2 PN 84070 00200 O'CONNELL, ERICA & \ \ 16338 CASCADIAN AVE SE, ° LOT 1 \ \ rho \ YELM, 98597 � PN 84070000100 11 DRAGT FAMILY LLC CURB \ 16336 CASCADIAN AVE \ \ SE, YELM, 98597 \ \ I \\ � N "E CURB "°LASTIC CAP FACE CURB \ GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) SITE INFORMATION: PARCEL NUMBER .................. ZONING.................................. SCHOOL DISTRICT ................. FIRE DISTRICT ....................... TOTAL LOTS ....................... SMALLEST LOT SIZE .............. AVERAGE LOT SIZE ............... TOTAL SITE AREA ................ DENSITY .............................. ACCESS ................................. CUL-DE-SAC ........................ 64303500505, 64303500501 R6 (MOD DENSITY RESIDENTIAL) YELM S.E. THURSTON FIRE AUTHORITY 23 LOTS 5,013 SQ.FT. 6,000 SQ.FT. 189,652 SQ. FT. OR 4.3538 ACRES 5 DU/ACRE 56' WIDE PUBLIC ROAD 56' WIDE PUBLIC ROAD c \lam\ 61t\>, C- 3 w\ v ��>>, FOUND 3" BRASS W/PUNCH S9 PLS 27192 SKILLINGS CONNOLLY S `,S' SAS\ �^�� 8-20-2020 0 a 0 ------- xxx --- SD STEP O ■ • Y CEMENT CONCRETE PAVEMENT INFILTRATION TRENCH 1' CONTOUR ELEVATION 5' CONTOUR ELEVATION STORM DRAIN CULVERT MATER MAIN S.T.E.P. SEWER RIGHT-OF-WAY/PROPERTY LINE (R/W R) ROAD CENTERLINE (q) SAWCUT PAVEMENT S.T.E.P. TANK S.T.E.P. SERVICE BOX CATCH BASIN (CB) ROOF DRAIN (RD) FIRE HYDRANT (FH) GATE VALVE (GV) WATER METER (WM) THRUST BLOCKING (TB) WATER TEE (WT) O • (C) (M) (SP) ❑SSB 71D ❑UCAB ❑PB ❑P ❑P up Da -6- 0 --Ss D --W- X X X ISTING) ND MONUMENT AS NOTED 'D 5/8" REBAR W/ CAP 1/2" REBAR W/STEEL CAP ULA TED ;URED IT PLAT AFN 3109448 IC TANK LID R BOX FY POLE ET SIGN FY CABINET POLE BOX :R BOX :R METER :R RISER :R PANEL R VALVE R VALVE R METER HYDRANT FARM SEWER MANHOLE (SSMH) M DRAIN CATCH BASIN FARY SEWER LINE M DRAINAGE LINE CENTERLINE F-OF-WAY/PROPERTY LINE (R/W R) FENCE WOOD BOARD FENCE FENCE - GATE z 0 O o �Q SI TE RAILWAY RD. SE CD I Ol cwi> o sF� IOOTH WAY `�'i'p SE w qG� o ' SF oo� GROVE RD. SE 4, 1 am 1/4 MILE VICINITY MAP CIVIL SHEET INDEX NO. NAME C1.0 COVER SHEET C2.0 GENERAL NOTES C3.0 EXISTING CONDITIONS C4.0 T.E.S.C. PLAN C5.0 T.E.S.C. DETAILS C6.0 GRADING & DRAINAGE PLAN (SOUTH) C6.1 GRADING & DRAINAGE PLAN (NORTH) CTO ACCESS ROAD PLAN & PROFILE (DRAINAGE) C7.1 ACCESS ROAD PLAN & PROFILE (DRAINAGE) C7.2 CUL-DE-SAC PLAN & PROFILE (DRAINAGE) C7.3 MIDDLE RD SE PLAN & PROFILE C8.0 ACCESS ROAD PLAN & PROFILE (S.T.E.P.) C8.1 ACCESS ROAD PLAN & PROFILE (S.T.E.P.) C8.2 CUL-DE-SAC PLAN & PROFILE (S.T.E.P.) C9.0 ACCESS ROAD PLAN & PROFILE (WATER) C9.1 ACCESS ROAD PLAN & PROFILE (WATER) C9.2 CUL-DE-SAC PLAN & PROFILE (WATER) C10.0 INTERSECTION DETAILS C10.1 INTERSECTION DETAILS C11.0 DRAINAGE DETAILS C11.1 ROAD & DRAINAGE DETAILS C11.2 DRAINAGE DETAILS C11.3 DRAINAGE DETAILS C11.4 DRAINAGE DETAILS C12.0 SANITARY SEWER DETAILS C12.1 SANITARY SEWER DETAILS C12.2 SANITARY SEWER DETAILS C12.3 SANITARY SEWER DETAILS C13.0 WATER DETAILS W C= W O G Z Q or (10 -1 0 I\ •- ��� �cc) 00 Cq W C� 11.:4 �:E Z VOQ uj Q m o � � a CL Cl) Q Q�E- °u N� Ouj N 0 Z w z 0 N N o � � cr> czn z J Coan Co LL, C� i U J m 4 � 3 e 1`0 � a Ki o �71 Ln z C)E C� °a z �, E Lo W W i3 v2 z 0 w z J `n � o ell U _ iTi -N � � o � I1I ITI T \ III III Q III • O ' O III III m E O OU ITI III .� � o / � � JKA PROJECT NO. 2402 DRAWING NAME 2402-C1.O.DWG C1.0 0=\GIVI�30 PROJ\ZQOZ\OWG\P�OiShEEiS\CIVIC\ZGOZ CLO.OWG ™ ” “” ’ “ ” YELM PLAT - CIVIL PLANS = ® CENTER SECTION 19 A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., � FOUND 2" BRASS W/PUNCH FOUND 5/8" REBAR W/CAP / CITY OF YELM, TH U RSTON COUNTY, WASHINGTON PLS 22346 163ZJ JL KAILWAT Ku, fELM, 98597 I YIV LFRED"JIJUUU4N O `DOWN 0.3' IN CASE DOWN 0 0-2020 /� _ BLOCK L FOURNIER, ALFRED J & SANDRA G ® / 8-20-2020 i LOT 4 16345 RAILWAY RD SE, YELM, 98597 x 'RAILWAY RD SE FLUME LANE (VACATED) N89'34'46"W(SP) S88'41'30"E(C) 1300.64' _ _ _ _ S88'40'48"E 1355.78'(M) _ — 1 - � � l —EAST 1/4 CORNER— � �511.25' LOT 2 --O _ 500.00' _ 1 PER S.P. 3109448 N89°34'46"W 1355.67'(SP) \ PN 64300600404 0 \ 16320 MIDDLE EM RD SE, YELM, 9,8597 El El ❑ ❑ ❑ El❑ ❑ ❑ ❑ El❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El El �— tea' i 289.39'LA BASIS OF BEARINGS: -� I WASHINGTON COORDINATE SYSTEM OF 1983, SOUTH ZONE \ M LOT 64 PN 84070006400 I NAD83(2011) EPOCH 2O10.00 I PUTRA, ROY C PER NGS-CORS WASHINGTON STATE REFERENCE NETWORK "WSRN". ALL DIMENSIONS ARE SHOWN AT GROUND LEVEL, UNLESS OTHERWISE NOTED. / \ I \J 9831 GREENLEAF LOOP SE, YELM, REFERENCES/NOTES: / 98597 BOUNDARY LINE REVISION RECORDING NO. / 1. 3314745 \ LOT 3 I DEED RECORDING NO. PN 64300600405 1 / YI 1. 3922362ING SARTAIN, ELIZABETH A o I PLAT N0. 16322 MIDDLE RD SE, m 1. 3368416 WILLOW GLENN PLAT YELM, 98597 SHORT PLAT RECORDING NO. U \ 1 927108 \ I PLAT OF WILLOW 2. 927198 0 GLENN DIV 2 3. 3109448 / I 1. THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS THAT MAY N BENEFIT OR BURDEN THE SUBJECT PROPERTY. 2. ONLY IMPROVEMENTS/FEATURES PERTINENT TO THIS SURVEY HAVE BEEN o SHOWN. 3. THIS DRAWING IS NOT TO BE USED FOR DETERMINING THE EXACT z / LOCATION OF ANY UTILITY LINES. BEFORE STARTING ANY CONSTRUCTION, EACH INDIVIDUAL UTILITY COMPANY MUST BE CONTACTED FOR MOST CURRENT LOCATIONS OF LINES AND/OR CALL 811 FOR UTILITY LOCATE. � o 0 N LEGAL DESCRIPTION: (PER DEED AFN 4794316) II PARCEL A: THE NORTH 290 FEET OF THE EAST 500 FEET OF LOT 5 IN BLOCK EX SEPTIC DRAINFIELD TO BE ABANDONED I 35 OF MCKENNA IRRIGATED TRACTS, AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43; I I TOGETHER WITH THE SOUTH HALF OF VACATED STREET ADJOINING I SAID PROPERTY ON THE NORTH. IN 1HURSTON COUNTY, WASHINGTON LOT 4 PN 64 00 00406 EX WELL TO BE DECOMMISSIONED PARCEL B: LASTANT, JAMES J y LOT 2 OF SHORT SUBDIVISION NO. SS-97-8187-YL, AS RECORDED \ 16326 MIDDLE RD SEPTEMBER 1, 1997 UNDER AUDITOR'S FILE NO.S 3109447 AND / SE, YELM, 98597 i M 3109448 IN THURSTON COUNTY, WASHINGTON SS-024, V.1 IP..1I0 PLAT OF MCKENNA IRRIGATED TRACTS LOT 4 PN 64300600406 BLOCK 35 PLAT OF MCKENNA IRRIGATED TRACTS VERTICAL DATUM: LOT NAVD88 12B u BLOCK 35 � PER NGS-CORS WASHINGTON STATE REFERENCE FOUND 1/2" REBAR W/CAP FOUND 1 /2" REBAR W/CAP, — — — — — ^�- - � _ _ _ _ _ NETWORK "WSRN" AND APPLIED GEOID 126 ��s PLS 27134 HANSEN RAVEL DRIVEWAY PLS 27134 HANSEN I GRAVEL1� x-xx-xxxx / II 8-20-2020 CONTOUR INTERVAL = 1' \ N88'41'30°W 8-20-2020 �I x _ \ DOWN 0.2' CONTAINER � 'COVER SHED COVER:PN 64303500505 x \ _ 44.00' _ _ t134' \.SHED- \ \ `\ 3.7' PN 64303500503 IG 0.4' I 0.8' ��. x — — _— — — — ❑ ` G� I GRAVEL II FOUND I h" REBAR LEGEND (EXISTING) FOUND MONUMENT AS NOTED O FOUND 5/8" REBAR W/ CAP • SET 1/2" REBAR W/STEEL CAP (C) CALCULATED (M) MEASURED (Sp) SHORT PLAT AFN 3109448 0 SEPTIC TANK LID ❑SSB SEWER BOX UTILITY POLE -� STREET SIGN ❑UCAB UTILITY CABINET GUY POLE p u MAIL BOX ❑PB POWER BOX OF POWER METER ❑P POWER RISER OP POWER PANEL SEWER VALVE m WATER VALVE ® WATER METER -6- HYDRANT (FH) SANITARY SEWER MANHOLE (SSMH) STORM DRAIN CATCH BASIN — —SS - SANITARY SEWER LINE STORM DRAINAGE LINE — — W WATER LINE EDGE OF PAVEMENT — ROAD CENTERLINE RIGHT-OF-WAY/PROPERTY LINE (R/W R) x x x WIRE FENCE ❑—❑— WOOD BOARD FENCE o� FENCE - GATE \ \ JOHNSON, LEE THOMAS 1 _ — — — — 1 MOWEIfi40#NNIDDLE ST SE, YELM, 98597 GRAVEL /�� I W/ PLASTIC CAP N58°25'00"E 0.74' PLSRs ` \ ' I TIC �- CARPORT 27134, HANSEN UP 1.T, MEASURED BASEI "SEP— — M / I 2-1-2024 sus. ��� �j CONC. FOUNDATION GRAVEL a Li c L �/ GR CONC. SHORT AT AFN: 4877943 LOT 1 w RET9�N+NG BARN /�A� PN 84070000500 I ¢ L 6� Oti LOT 1 WALL �ocn U\ /� 6, 3gs, \ O LOT5 coo -COO, I o �' 1 ��¢� I rn�a� z'4• �� \ z'� RAILROAD TIE ( PN 84070000500 I. 0 m ¢ � C:) m o � ¢ � a, C> a Lo �p 00 FOUND 1 2 REBAR W CAP r ��/ SHED KAYE, AARON M I J N o Q z� I o a o rn o o am F\�F G PLS 27134 HANSEN — 6 M I 16404 CASCADIAN AVE S���EL`M, 98597 z Z �' o^ Q a' of o w N J I of a N DOWN 0.1' �pC / \ % BFF- .27' am �00cn Zoca>r ZW�r 8-20-2020 \ CONC. PAD �� a z �, a:: - ❑ J6Q\ \ `r L — CONC. m FOUND 1/2" REBAR W/PLASTIC CAP / / l "' I PLS 27134, HANSEN c 9s� /� I / � SEPTIC STEPS PN;@3 01 SHORT PLAT AFN:4877943 2-1-2024 0� \ \\ \ `r R2• ' ACeESS EASEME PER SHORT PLAT AFN 310' TO REMAIN LOT 2 / BFF=344.92' c�03 CONC. LOT 4\ BFF-349.26' co� �"� \ g�� PN 84070000400 \ HOUSE ,� I I HASS, RICHARD K \ TO REMAIN 16402 CASCADIAN AVESE 9859�L� 346' \\ ��RCONC. STEP \ 30'X71' PRIVATE SHARED � /1 \ �\ 1 1 \ PN 84070000400 � � � ACCESS & UTILITY EASEMENT O� �� \ I G TO BE RELINQUISHED UPON ; p�` 348' LOT 3 EXTENSION OF CITY STREET T\\ �� \\ co`, ,' 7 �°� PN 84070000300 0� \ PEREZ, CAMERON C \ FOR FUTURE DEVELOPMENT. 5� oo A P \ V CONC. �� 16340 CASCADIAN AVE FOUND 2" BRASS W/PUNCH \ ti R / \ SE, YELM, 98597 \ 8-20-2020 `\ � \ � � \ LOT 3 GRAVEL LOT 2 3 PIN 84070000200 \ PN 84070000300 \ \ g �y \ q \a \ \ O'CONNELL, ERICA & STEVEN so � \ � \� /l \ 16338 CASCADIAN AVE SE, 1/ � , 205972 4,\ LOT 1 \ \� PN 84070000100 \ e DRAGT FAMILY LLC PN 84070000200 v 16336 CASCADIAN �/ WATER MAN �� FACE CURB \ �' \ X AVE SE, YELM, / \ qs� \ 98597 / ti ®� \ EX. 6" SS \ \ q�� S °�c\\ \ LOT 1 FORCEMAIN FACE CURB \ PN 84070000100 FOUND 1/2" REBAR W/PLASTIC CAP FACE CURB \ \ / CAP ILLEGIBLE 12-21-2023 10' ADDITIONAL R/W DEDICATED \ PER SHORT PLAT AFN 3109448 / cl. m C) m m PLAT OF WILLOW GLENN N GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) i FOUND 3" BRASS W/PUNCH PLS 27192 SKILLINGS CONNOLLY 8-20-2020 O \ o\ LOT 65 PN 84070006500 PRATT, MIKE & STEPHANIE 9837 GREENLEAF LOOP SE, YELM, 98597 LOT 66 PN 84070006600 ALVAREZ, WILLIAM SANTIAGO 9843 GREENLEAF LOOP SE, YELM, 98597 LOT 67 PN 84070006700 FERIDO, MARK & SHEYRAL 9849 GREENLEAF LOOP SE, YELM, 98597 LOT 68 PN 84070006800 SWEENEY, CHRISTOPHER 9855 GREENLEAF LOOP SE, YELM, 98597 THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS PERFORMED BY CRABTREE SURVEYING, LLC. JKA WAS PROVIDED CAD FILES OF THE TOPOGRAPHIC SURVEY IN JULY,K 2024. JAMES CRABTREE'S CONTACT INFORMATION IS: 7328 104TH ST E PUYALLUP, WA 98373 253-845-0048 CRABTREESURVEYING.COM C� Z O ~ C~ WQ U G rz Z Q or CL0::0 �oo00 W CZ1 VOQ Q m � C{ V a � W O. Q Q Q a- ° O N uj C Z w z O N N O � � cr> czn z J � � m m m C� U J U (n (n U 4 3C ee � a Ki Lo o �71 Ln Z C)0 (D c� �a Z E L� U) W W i3 a 0 w Z W J o All 11 U ITi =L11 -N � a o `\ � � III T \ III III a Q III a ' ° a III III m E a III III \� L 0 / m � JKA PROJECT NO. 2402 DRAWING NAME 2402— C3.0. D WG C3.0 �=\CIVI�30 PROJ\ZQOZ\OWG\P�01"ShEE1"5\UVIL\ZQOZ-C3.O.OWG YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON i \ \ JON N88'41'30"W �• 44_00'_ \ \ �l ss, \ O \ sF 30'X71' PRIVATE SHARED ACCESS & UTILITY EASEMENT TO BE RELINQUISHED UPON EXTENSION OF CITY STREET FOR FUTURE DEVELOPMENT. "CALL UNDERGROUND LOCA TE AT 1-800-424-5555 BEFORE YOU DIG" \N's�z6� II 0 24 SQ.FT. n 21 n GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) FLUME LANE (VACATED) - o _ ❑o ° ° ° ° � 289.39' I � 1 12 S I; nor, SQ.FT. CONSTRUCTION LEGEND CE INSTALL TEMPORARY ROCK CONSTRUCTION 1 ENTRANCE 100' LONG X 15' WIDE. C5.0 X X FF INSTALL TEMPORARY FILTER FABRIC FENCE 2 AS SHOWN HEREON C5.0 CLEARING LIMITS (LIMIT DEPICTED IS • OAPPROX AREA TO BE CLEARED FOR HOME/DRIVEWAY/UTILITIES CONSTRUCTION AND YARD/LANDSCAPING) 4.4 ACRES) DESIGNATED CONCRETE TRUCK WASHOUT AREA INSTALL CATCH BASIN INLET PROTECTION \ Z Q J U V) W W z or CL �cc)00 W o O VQ l co¢ m :E Od-� a CO L>Lj a ca ¢ tr- N� O N uj 0 z w z O N N O � � cry `= z z 3 Q g > � J co> m J � \ U to (n U 4 Cli �+ 1 L0C o 00 o c> a z m E LU) W 3 v a Z_ U w z J Lo \ o > =' III \\ U ITI -N o \` III III 0000 T C� III III 3 III \ O ° O III III \� m E p / L a III III \\ In a � e �� JKA PROJECT NO. 2402 DRAWING NAME 2402- C4.0. D WG C4.0 0--\CIVI�50 PROJ\e4OZ\OWO\P�Of5tlar5\CIVIC\ZQO-C4.O.OWG y$ ItaG ROAD - r r YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON f 30' MIN. (TYP.) F l f 21 - f PERMEABLE BALLAST (TYP.) - SEE STANDARD SPECIFICATION f { •`` SECTION 9-83,9(2} AS REQUIRED - 1OCr (FT) MIN_, EXCEPT MAY HE REDUCED TO 50' (FT) MIN FOR SITES WITH LESS THAN ONE ACRE O�7 EXPOSED $OIL 1' (FT.) MIN. DEPT4 (TYP,) PLACE CONSTRUCTION CEOTEXTILE FOR SOIL STARILIZATON FROM THE EDGE DF THE EXISTING ROADWAY TO THE CONSTRUCTION ENTRANCE OR AS DIRECTED BY THE ENGINEER PROVIDE FULL WIDTH OF INGRESS ! EGRESS AREA 16 (FT) MINIMUM ISOMETRIC VIEW STABILIZED CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION FNTRANCF SHALI MFFT -HE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 8-01.3(7). STATE OF �ry G gEGGTERN �Ijt�;tvV 47Et31STEREa LAN USCAP€ ARCFUTECT t �?� 7'w l+ani nIl rug. ra JULI DEE HARTWIG LICENSE NO- 1k22 ':A;L. Cb-21•17 MISCELLANEOUS EROSION CONTROL DETAILS STANDARD PLAN 1-80.10-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION [ arpcnur, ]ail' 647 C'G. 4 Im115?01612RPM STATE DESHM EF+MNEER Washinglan Start4 Deparimanl of Transpartatian STABILIZED CONSTRUCTION ENTRANCE NTS NOTES: 1. FILTER SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. GOETEXTILE FABRIC 10L\[y:E:1_F.91ilk1 SEDIMENT ACCUMULATION RETRIEVAL STRAPS ADAPTER SKIRT OVERFLOW (TO BYPASS PEAK STORM VOLUMES) #3003 SEDIMENT ONLY PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASIN INSERT #3003 MAINTENANCE STANDARDS: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON —SITE OR HAULED OFF —SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT MUST BE REMOVED WITH THE SEDIMENT HAS FILLED ONE—THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF THE CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY. CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. INLET PROTECTION NTS "CALL UNDERGROUND LOCA TE AT 1-800-424-5555 BEFORE YOU DIG" POST - SEE STD. SPEC. &"3w GEOTEXT11-F 9ACKFILL.ED 8 COMPACTM — NATIVE SOIL h7q, .�%Dan.... . BURYGEOTEXn!_E % r IN TRENCH I FASTEN GEOTEXnLE TO POST EVERY 6" (IN.) O.0 1 { s 0 SELF-LOCKING TIE -NYLON 8M (MIN GRADE), 1200 MIN TENSILE STRENGTH, UV STAEMLIZED tr NOTE DURING DURING EXCAVATION, MINIMLZE WSTURUiNG THE GROUND AROUND TRENCH AS MACH AS iS FSAS I$LE. AND SMOOTH SURFACE FOLLOWING EXCAVATION 7O AVOID CONCENT. RATING FLOWS. COMPACTION MUST BE ADEOLIAT€ TO E PREVENT UND€RCUTTtNG FLOWS TYPICAL INSTALLATION DETAIL (STEEL POSTS SHOWN) SEE NOTE 1 -' SILT FENCE NTS Ar� �f r rr Err Xfrr r. r r !� i Err Fri rr r` rFrr- NOTES 1. Install the ends of the silt fence to polnl slightly upslope to Prevent sediment from flowing around the ends of the fence 3. Perform maintenance in accordance with Standard Specifications 8-01.3(9)A and 3 Splices shall never be ptaCed in IOW Spets or SL MP locations. If splices are located in law or sump areas, the fence may need to ire reinstalled unless the Project Engineer approves the Installal ofi- 4, Install srlt fencing parallel to wrapped contour lines SEE NOTE 1 Err . r GEOTE"LE FOR SILT FENCE -SEE ST SPECIFICATION SECTION 9-33.2 (1), TABLE 6 TYPICAL SILT FENCE WITHOUT BACKUP SUPPORT ISOMETRIC ISTEEL POSTS SHOWN POST 4 MOD OR STEEL (TYPIGALI FASTEN TG POST EVERY 9" O C FABRIC (GEOTEXTILE) (TYPICAL) SPLICED FFNCC SCCTIONS SHALL HE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP SPLICE DETAIL fVV000 POSTS SmoomI STATE OF yftsH NGTON RE Gi STER ED LANDSCAPE ARCHITECT 15ANDRA L. SALISHURY CERTIFICATE NO. DWM SILT FENCE STANDARD PLAN 1-30.15-02 SHEET 1 OF T SHEET ARPROVIFO FO PL! ICATIC#1 ` r" rt ^- Wa&hmg1or Ssuls 0"Or-.-t yr T*v pvHoha„ Ln Q LEI 0 U Cn Lei • L-LJ Z Q Or LAJ CL0::C) �0o00 v i W CZ1 Q m � O 1r1^- 00 /O^ ` N� o� to uj cc C z w z O N N O � � cr> Czn z 00 m lid C� U J 4 Arz o Oat � z o0 O c. a z m E Ln rn W W �3 N a z 0 w z W J Ln O r� lI ITI ITI z3 o \ ITI ITI 00 \ T CT) III ITI Q III • O ' ° 0 III III m ;_ CD O ITI .� Ln o JKA PROJECT NO. 2402 DRAWING NAME 2402- C5.0. D WG C5.0 0--\01/100 PROJ\e4Oe\OWG\r�Of5tlaf5\CIVIC\e4Oe-05.0.OW0 PRAIRIE LOOP I 0+170 CREEK SE. "FOUND 5/8" REBAR W/CAP DOWN 0.3' YELM PLAT - CIVIL PLANS 8-20-2020 20+00. o0 A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., 0 _ _ N\ GRAPHIC SCALE CITY OF YELM, THURSTON COUNTY, WASHINGTON I ` � 20 0 10 20 40 ( IN FEETLo ) N I_ . I �Q LLJ Q O 0 —+ 00 N CONSTRUCTION NOTES: I OCONSTRUCT BIORETENTION CELL WITH 784 SF BOTTOM AREA. SEE NOTES AND DETAILS ON SHEET C11.0. BOTTOM ELEV = 339.67 O INSTALL TYPE 1 CB WITH BEEHIVE GRATE AT ELEV = 340.20. INSTALL 13 LF 12" PERFORATED PVC PIPE WITH CAPPED END. I.E.=335.92, (12", W) 30 CONSTRUCT KEYSTONE TYPE BLOCK WALL. TOP ELEV=344.34; BOTTOM ELEV=340.34. NOTE. BOTTOM ELEV GIVEN IS BOTTOM OF BURIED BLOCK. TRANSITION WALL HEIGHT AT BOTH ENDS PER GRADES SHOWN. "CALL UNDERGROUND LOCATE AT 1-800-424-5555 BEFORE YOU DIG" ® CONSTRUCT KEYSTONE TYPE BLOCK WALL WITH MAXIMUM HEIGHT OF 3.0' PER ELEVATIONS SHOWN. INSTALL OLDCASTLE PERKFILTER CB WITH 2-24" TALL CARTRIDGES. SEE DETAIL ON SHEET C11.4. RIM=343.79 I.E.=340.69 © INSTALL 19LF 12" ADS N12 @ 0.63% O INSTALL CB #10. TYPE 1 WITH SOLID LID. STA 3+37.90, 40.64' RT RIM = 344.51 I.E.=340.57, (12" NW) I.E.=340.52, (12" E) ® CONSTRUCT KEYSTONE TYPE BLOCK WALL WITH MAXIMUM HEIGHT OF 3.0' PER ELEVATIONS SHOWN. TIE —INTO TOP OF EXISTING CONCRETE STEPS. O CONSTRUCT KEYSTONE TYPE BLOCK WALL WITH MAXIMUM HEIGHT OF 3.0'. 1 REMOVE EXISTING CONCRETE DRIVEWAY, REGRADE AREA AND INSTALL NEW CONCRETE DRIVEWAY. 11 HOME BUILDER SHALL INSTALL INDIVIDUAL ROOF DRAIN INFILTRATION TRENCHES SIZED FOR THE ROOF AREA PROPOSED FOR EACH. APPROXIMATE SIZE AND LOCATION OF TRENCHES ARE SHOWN ON EACH LOT AS A PLA CEH OLDER/REMINDER. 346.04 / / / / 34' .66/23 /'�/ 344.91 lzp TRENCH y "" ",—^­ (821 x 5.5'W) PROPOSED ROOF DRAIN 11 INFILTRATION TRENCH, TYP. (TO BE INSTALLED BY INDIVIDUAL HOME BUILDER) 0 INSTALL INFILTRATION TRENCH FOR ROADWAY RUNOFF DISPOSAL. TRENCH DIMENSIONS SHALL BE 82' L x 5.5' W x 4.0' D, WITH 12" PERFORATED PVC PIPE. SEE DETAIL ON SHEET C11.0. ALL DISTURBED AREAS THAT WILL REMAIN PERVIOUS SHALL 13 HAVE SOIL AMMENDED PER NOTES AND DETAIL ON SHEET C6.1 345.42 --� J7J. J / / / / / / CROSS STREET CROSS STREET 25' R OR 35' R (DEPENDING ON CEMENT ON} ROAD CLASSIFICATICNCRETE d CURB 8e G TER POINT OF " CURVATURE tt�f/ 1 fl' R, TYP. / 20' POINT OF ' INTERSECTION FACE OF d CURB ee GUTTER POINT OF�3 :. 1 Q' R, TYf'. 4 � d .� ''dde 7 J �d { 4 7' PA KING 4 LA ES / ;I LOCAL ACCESS RESIDENTIAL OR LOCAL ACCESS COMMERCIAL STREET GENERAL NOTE: CITY OF YELM DEPT. OF PUBLIC WORKS T. REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL N — TR E E T INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ETC. PARKING DETAIL APPROVED DWG. NO. 2— 8E3 DES. DWN. CKD. DATE 9/21f2D0� JEG R/w 10' L 5I 8' R/W 10• �+ i' C N � C rn 6' 7.5' 11' 11' 7,5' 6' S' m a n x ➢ 0 � z T 7 rn � 0 n 0 ; a r z m m m v VARIES 4' 11 ti I -1 �;LMtN I 4VN4. 6 ROLLED CURS WATER HAND GUTTER 4 N. & E CATC BASIN RECLAIMED BASIN CATCH d WATER SANITARY SEWER GENERAL NOTES: S & w 1. "ON STREET" PARKING PERMITTED. CITY OF YELM APPROVED DWG, NO. DEPT. OF PUBLIC SERVICES LOCAL ACCESS RESIDENTIAL DE SERVICES DIF.. L—E 4.4 DES. ❑WN. CKD. DATE JEC s 26 2024 Q Z ^ Q � 0 Q cn � z W z J � o � Q or �.I J 0 I� CLOr-, •— �oo00 W o rn ��� Z a ry� Q W �{ C) rI^- '�' ^ W L Q. W c O cc c C Z w z O N N O cry `= z = 3 Q � J �- com J � \ U to (n U 4 3 to a �1 �+ 1 �C o �yy N Z C)0 O c� a Z m E L� W w LM '3 l Z U �w Z W J L0 \ 0 U III _ ITI \\ -N a o `\ 00 ITI III T CF) ITI ITI \\ a Q 3 \ o ITI m i a \� m III ITI 0 / CD \� In a T1 /, JKA PROJECT NO. 2402 DRAWING NAME 2402- C6. d wg C6.0 0--\01/100 PROJ\e4Oe\OWG\r�Of5tlaf5\CIVIC\e4Oe-C6.OWG · · · · GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) [1] ]Oki II:1 P SE fi i Wco I , I I M I c I v ® y ® I 0 FT=l O N I cf) I I 0+70 1+00 I� PRAIRIE CREEK " 69 LF 120 D.I. 0 0.50%� LOOP SE I M I I o —+ I N I alCn DI CB #1 - CONC INLET 0 STA: 27+25.58, 15.17' L III 8" 0 PVC C900 WATER - 00 WA TER P. 0. C. o FIRE o HYDRANT + i i TEE 350 �i J 5 - - - 009 340 18" MIN. CLEARANCE BETWEEN 8" WATER AND EXISTING SEWER FORCEMAIN 330 SSFM P.O. C. FINISH GRADE / 168 LF 12" 0 CPP @ 1.69% YELM PLAT — CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, TH�URSTON COUNTY, WASHINGTON EXISTING GROUND AT 2" SCH40 STEP MAIN (TYP) 35 LF 12"0 CPP ® 0.57% O 00 Ld po CONSTRUCTION NOTES: OINSTALL CB WITH ROLLED CURB GRATE PER WSDOT STANDARD PLAN B-30.05-00. SEE SHEETS C11.2 AND C11.3 FOR DETAILS OF CB AND GRATE. O SEE SHEET C7.3 FOR CONSTRUCTION INFORMATION FOR CB #'S 1 AND 2. O SEE PERKFILTER CB DETAIL ON SHEET C11.4. ® CONSTRUCT ROLLED CURB OCONSTRUCT CEMENT CONC. DRIVEWAY. REFER TO DRIVEWAY TABLE ON THIS SHEET FOR CA STATION O AND WIDTH. ©CONSTRUCT CEMENT CONC. DRIVEWAY TO CONNECT EXISTING CONC DRIVEWAY (APPROXIMATELY 27.5' LT) TO NEW BACK OF ROLLED CURB OF THE NEW ACCESS ROAD. CENTERLINE STA = 1+79; WIDTH = 20' O CONSTRUCT CEMENT CONC. SIDEWALK. CONCRETE DEPTH SHALL BE 4" THICK EXCEPT WHERE DRIVEWAYS CROSS SIDEWALK, IT SHALL BE 6" THICK. O o¢ �Z ~ r,r) z O Q U N O ui LL- z J DRIVEWAY TABLE N LOT # CIL STATION SIDE DRIVEWAY WIDTH (FT) LOW PT STA: 3+38.68 N 1 1+69.50 RT 16 LOW PT ELEV. 344.17 PVI STA:3+40.00 2 2+32.65 RT 22 PVI ELEV.-344.05 3 2+73.00 RT 16 K: 26.32 LVC: 50.00 4 3+20.64 RT 16 350 - 340 CB #4 - TYPE 1 STA 2+98.67, 18.50' L RIM = 343.99 IE 12" = 339.91 (NE) IE 12" = 339.91 (SW) IE 12" = 339.91 (NW) to toQ7 �h c0 N �} u') w d-- to nM �� �M �� 1+00 1+50 2+00 2+50 3+00 "CALL UNDERGROUND LOCA TE AT ACCESS ROAD (SOUTH) — PROFILE 1-800-424-5555 BEFORE YOU DIG" SCALE: 1 "=20' (H) - 1 "=5' (V) CB #9 - PERKFILTER STA 3+38.68, 18.50' R RIM = 343.74 IE 12" = 340.69 (SE) 330 CB #8 - TYPE 1 STA 3+38.68, 18.50' L RIM = 343.74 IE 12" = 340.10 (N) IE 12" = 340.10 (SW) 4 z � � Q � Z Q Q � W r; cn rz w O Qf U Z Q.- Q Q or 0 CL0:: 0) ��00 W c� VO00 ¢ m� a a Co ca o� uj c 0 Z w z O N N O cn czn z � J m m m 0 C� U J U (n (n U 4 Arz 3 ID a U z 0 U �a z m E L a W W N a z .� U 0-Li z W J `n o 17 lI ITI � a o \ III III 00 \ T CY) III III a Q 111 . a ° III III m E � ID O III III .� In a / � � JKA PROJECT NO. 2402 DRAWING NAME 2402—C7. d wg C7.0 0=\GIVI�30 PROJ\ZQOZ\OWG\P�OiShEEiS\CIVIC\ZGOZ C�.OWG CONSTRUCTION NOTES: O INSTALL CB WITH ROLLED CURB GRATE PER WSDOT STANDARD PLAN B-30.05-00. SEE SHEETS C11.2 AND C11.3 FOR DETAILS OF CB AND GRATE. 20 CONSTRUCT ROLLED CURB O CONSTRUCT CEMENT CONC. DRIVEWAY. REFER TO DRIVEWAY TABLE ON THIS SHEET FOR CA STATION AND WIDTH. ® CONSTRUCT CEMENT CONC. SIDEWALK. CONCRETE DEPTH SHALL BE 4" THICK EXCEPT WHERE DRIVEWAYS CROSS SIDEWALK, IT SHALL BE 6" THICK. YELM PLAT - CIVIL PLANS GRAPHIC SCALE 20 0 10 20 40 A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON ( IN FEET ) I I I I I I , I 346 o V � � —344 [ 2 00 n / z o_ o~ oa oz M p U Q U)o �� W O z J � = U U � N CB #7 - TYPE 1 w STA 3+85.35, 18.50' L N RIM = 344.07 PVI STA:4+55.50 EXISTING GROUND AT PVI STA:3+40.00 E 12" = 340.41 (N) PVI STA:4+85.50 LEV.345.21 ROA PVI ELEV.344.05 IE 12" = 340.41 (S) K:9.53 PVI ELEV.344.72 K: 9.53 K: 26.32 VC: 25.00 LVC:25.00 0 LVC: 50.00 0 0 00 0 0 0 0 �- FINISH GRADE AT ROAD 0 Ln d cv o C0 Mi d Lo co d (o � °' o �t 00 a0 + LAJ Lir- mot• W W m L+J mm AJ L — -- ------------- ---- -----IF --- -------1.00%L-- 1.00% .62 --- 340 330 \-37 LF 12"0 CPP ® 0. 103 LF 12"0 CPP @ 0.58gJ L STA 4+88.47, 18.50' L 2" S 1-140 STEP MAIN RIM = 344.36 (TYP) IE 12" = 341.30 (E) IE 12" = 341.00 (S) (TYP) u') d cp n^ o� oo 00� r"� ao 4+00 4+50 5+00 5+50 6+00 "CALL UNDERGROUND LOCA TE AT ACCESS ROAD (NORTH) - PROFILE 1-800-424-5555 BEFORE YOU DIG" SCALE: 1 "=20' (H) - 1 "=5' (V) 340 SSFM PIG LAUNCH 330 Z� DRIVEWAY TABLE LOT # cA STATION SIDE DRIVEWAY WIDTH (FT) 5 3+85.35 RT 21 17 5+33.00 RT 16 18 5+90.50 RT 16 19 5+92.00 LT 16 20 5+25.41 LT 16 21 4+ 74.00 LT 16 22 4+42.00 LT 16 23 3+69.12 LT 16 4 z cD � Q r z � Q Q Q LLJ W cn rz w O Qf U Z cl- Q Q or 0 CL �oo 0) W c� a c) ¢ m� Od-__j a Coo L a ca Q ¢ccE— co O N Lu c z w z O N N O � � cr> czn z � J m m m Lu C� U J U (n (n U 4 3 0 c~i> a Ki o Qai Ln U z (D U �a z m E a L a W W iM'3 N a z .� (7 w z W J `n o r7 ii iTi a o I1I III 00 T G) \ III III a Q ITI • a ° 0 III III m E � ID O III .� In a JKA PROJECT NO. 2402 DRAWING NAME 2402—C7. d wg C7.1 0=\CIVI�50 PR0,J\Z40Z\OWO\r�Of S W& V40G--C7OWG CAISTEP I II O 32 LF 12"0 D.I. @ 2.50% T N 10' UTILITY EASEMENT CB #6 - TYPE 1 STA: 4+88.47, 18.50' L 46 cn cn I - LLJ U 103 LF 12"0 CPP ® 0.58% N CV I I I N STEP CB #7 - TYPE 1 S P 1 STA: 3+85.35, 18.50' L � I N N a a 350 340 330 GRAPHIC SCALE 20 0 10 20 40 N ( IN FEET ) YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM. THURSTON COUNTY. WASHINGTON 3+00 I N N I) ^ �t r7 p� 00 "CALL UNDERGROUND LOCA TE AT 1-800-424-5555 BEFORE YOU DIG" 10+00 10+50 11+00 11+50 12+00 12+50 CUL-DE-SAC PROFILE SCALE: 1 "=20' (H) - 1 "=5' (V) 13+00 13+50 350 340 330 DRIVEWAY TABLE LOT # CA STATION OFFSET TO BACK OF CURB SIDE DRIVEWAY WIDTH (FT) 6 11+41.53 19.50' RT 21 7 11+93.73 42.32' RT 16 8 12+32.80 42.55' RT 14 9 12+45.25 34.84' RT 14 10 12+58.09 17.89' RT 12 11 12+62.49 0.62' LT 14 12 12+57.22 24.68' LT 13 13 12+47.96 37.37' LT 16 14 12+27.68 49.41' LT 18 15 12+01.40 49.98' LT 16 16 11+45.58 19.50' LT 16 113+ 4 CONSTRUCTION NOTES: 1 _ 10 CONSTRUCT ROLLED CURB lip O CONSTRUCT CEMENT CONC. SIDEWALK. CONCRETE DEPTH SHALL BE 4" THICK EXCEPT WHERE DRIVEWAYS CROSS SIDEWALK, IT SHALL BE 6" THICK. O CONSTRUCT CEMENT CONC. DRIVEWAY. REFER TO DRIVEWAY TABLE ON THIS SHEET FOR CIL STATION AND WIDTH. 4^ W Z CD J Q z � Q U Qf < cn � W ``; � O J Z ZD 0— Q U LL.I ci- 0) 00 00 00 CN W c� VOQ ¢ m� Od-� a ca o� ui 0 A w z O N N O � � cr> czn z � J m m m J U (n (n U 4 3 � a L LC) o QaI ���, U Z C U �a Z m E L a W W iM'3 N a z .� 0 w z w J `n o r7 it ITI a o `\ III III 00 T CY) III III III ` a O a III III m E � ID O III 01 .� In a �\ JKA PROJECT NO. 2402 DRAWING NAME 2402—C7. d wg C7.2 �=�civi�3o PRo��zQoz�aw��P�orshEErs�civi��zQoz c�.aw� �47' CONSTRUCTION NOTES: 1 INSTALL CB WITH VANED GRATE PER WSDOT STANDARD PLAN B-30.40-03. SEE SHEETS C11.2 AND C11.3 FOR DETAILS OF 1 ^ I CB AND GRATE. EXISTING SIDEWALK D \ 1 �, N STE —�� I _ - _ - - - 2 CONSTRUCT CONCRETE BARRIER CURB AND GUTTER (SEE DETAIL /1 3 0 6 7 CB #2 - CONC INLET 4 O 2-13 ON SHEET C11.1) \ �� o STA: 26+85.58, 15.17' L 40 LF 12"0 D.I. ® 0.55% _ D P o 347' I zz-- - f-- '11 - — --- - — — (Z Q, �:)b - - -ou- _- , ss — CD — — — — — — — —------- CD — —— — — — — — -----ACDLA1 26+00 o - --- MIDDLE RD SE � � r 69 LF 12"0 D.I. ® 0.5 % $ 27+00 g I I 25+00 _ - - - -I -� + - + 1 - I- I - ' BEGIN BARRIER CURB/GUTTER CB #1 - CONC INLET_ STA: 25+46.24, 12.15 L BEGIN PVMNT TAPER 34sMIDDLE RD SE I I STA: 26+83.99, 16.00' L STA: 27+25.58, 15.17' L — W W W �— — — W- — v, — rr G G —G G L G —G— r --- - 346' 0 o+ GJ�O LLJ IN TX. LLJ ACCESS RD STA = 1+00.00 MIDDLE RD STA = 26+36.99 L-Lj ry q n I 20 GRAoPHICo SCoALE 40 YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., ( IN FEET > CITY OF YELM, THURSTON COUNTY, WASHINGTON CB #3 - TYPE 1 STA: 1+30.26, 18.81' L END PVMNT TAPER STA: 25+89.99, 15.00 L� 360 Flo co + 40 LF 12"0 D.I. ® 0.557 PROPOSED CD— z �,, rn rn o 1 � 00 + `i N 350 n - "' J ``' 69 LF 12"0 D.I. ®0.50% cn N II W -+- - - - - - - - - - - --------�---_ 340 330 "CALL UNDERGROUND LOCA TE AT 1-800-424-5555 BEFORE YOU DIG" CB #3 - TYPE 1 STA 1+30.26, 18.81' L RIM = 345.53 IE 12" = 342.75 (NE) IE 12" = 342.97 (SE) 0.74% CB #2 - CONC INLET STA 26+85.58, 15.17' L RIM = 346.20 IE 12" = 343.32 (NW) IE 12" = '343.32 (SE) 00 Lo UUi N O + N n II c~n w — w LJ�O 01 O CONSTRUCT ROLLED CURB. (SEE DETAIL 2-13 ON SHEET C11.1) O 4 CONSTRUCT CEMENT CONC. SIDEWALK. CONNECT TO EXISTING - - - - - - - J END BARRIER CURB/GUTTER SIDEWALK. ASPHALT 5 0 28+ 0 STA: 27+90.19, 16.00' L REMOVE EXISTING SIDEWALK. SAWCUT LINE (TYP) w w W_ ©PROTECT EXISTING UTILITY POLE. PROPOSED EX. GROUND ® ROAD q 5% ( 6" PVC SAN AIN (DEPTH APF CB #1 - CONC INLET STA 27+25.58, 15.17' L RIM = 345.92 IE 12" = 343.54 (NW) N � � QO 25+50 26+00 26+50 27+00 MIDDLE RD SE PROFILE SCALE: 1 "=20' (H) - 1 "=5' (V) 27+50 28+00 360 350 340 330 O7 PROTECT EXISTING UTILITIES. ®POTHOLE EXISTING SANITARY SEWER FORCEMAIN PRIOR TO CONSTRUCTION. VERIFY THAT INSTALLATION OF CB #1 AND #2 WILL NOT NEGATIVELY IMPACT EXITING SANITARY SEWER FORCEMAIN. w w � C� r7 O 0 r -V 0 Z OQ Gj Z Q or 0 cW CL0:: 0) ��00 LLJ 00 W C�l VOQ ¢ m� O N LLj c 0 z w z O 1-- N 0 cr> czn z � J m m m C� U J U (n to U 4 e � c~i> a Ki U Z C U �a Z m E L a W W iM'3 N a z .� 0 w Z w J `n o 17 llI III \ N ITI ` III III 0000 \ T CY) III III a Q III a O a III III m ;_ � ID O III .� In a JKA PROJECT NO. 2402 DRAWING NAME 2402—C7. d wg C7.3 0--\C/000 FROJ\Z40Z\OWO\r�OrsOEErs\Cl&\z40z-C70WO GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) I SANITARY SEWER FORCE 2 MAIN POINT OF CONNECTION PRAIRIE CREEK LOOP SE 8"0 D. I. WA TER WA TER P. 0. C. 350 340 S. T. E. P. P. 0. C. + -TT. ' RT I.E. ELEV.340.07f (POTHOLE SHALL BE PERFORMED TO DETERMINE EXACT DEPTH OF EXISTING FORCE MAIN) 330 "CALL UNDERGROUND LOCA TE AT 1-800-424-5555 BEFORE YOU DIG" C Ln w I I YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON I \ \ n I I 346 \ ,� .0 3� to q� SDI -SD ,- gNANA � 4 W -W W 4 2+00 ACCESS R D. 3 3+00 3 ss ss ss ss I� z s 6 g I �� S �° 77 345 1 D it cn 3471 STEP ° o m m oT m > I i I-- - - - -- -- ----- � � � rj a i 5 I 347 I of I \\� \• ° o c I 4 4 M .4- i 1p yplr .I I o 'p sF --- Ji 0 349' oa Li) Z O Q U (/) Of O ww Z _� U U Q = N CB #3 - TYPE 1 EXISTING GROUND AT LOW PT STA: 3+38.68 N STA 1+30.26, 18.81' L ROAD LOW PT ELEV. 344.17 RIM - 345.53 PVI STA:3+40.00 IE 12" = 342.75 (NE) PVI ELEV:344.05 FINISH GRADE AT ROAD K:26.32 IE 12" = 342.97 (SE) LVC: 50.00 cl O N `r 350 168 LF 12"0 CPR @ 1.69% 35 LF 12"0 CPP @ 0.57%0 M' W 6i U -- ----- - --- 090%-, -- 1 � I \ - - - - - - - - - - -nnnnnn!!00 -------- Lf) - - - - - - - - - --- 340 22 LF 2"0 Ll '90 LF 2 0 SCH80 PVC STEP MAIN 00 SCH80 18" CLEARANCE 1" STEP SERVICE CONN BETWEEN 8"0 STA:1+43.74 CB #4 - TYPE 1 WATER MAIN AND ELEV.339.93 -STA 2+98.67, 18.50' L 2"0 STEP MAIN. 2" SCH80 STEP RIM = 343.99 45a BEND 48" DIA MH W/ 2" PIG CATCHER PORT 1" STEP SERVICE CONN MAIN TYP IE 12" = 339.91 (NE) STA: 3+21.57 STA:1+32.8 , 11.0' RT STA:1+90.44 IE 12" = 339.91 (SW) ELEV:338.25 I. E. ELEV. 3 0.04 ELEV.339.49 IE 12" = 339.91 (NW) 2" STEP SERVICE CONN 330 C-0 co STACq 0-:3+07.00CK� CB #8 - TYPE 1 cp L.n uj "' LO °p r, ELEV. 338.39 � � � STA 3+38.68, 18.50' L RIM = 343.74 IE 12" = 340.10 (N) 1+00 1+50 2+00 2+50 3+00 IE 12" = 340.10 (SW) ACCESS ROAD (SOUTH) - PROFILE SCALE: 1 "=20' (H) - 1 "=5' (V) CONSTRUCTION NOTES: OPRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL POTHOLE AT THE PROPOSED SANITARY SEWER POC TO VERFIFY THE EXACT HORIZONTAL LOCATION, DEPTH, AND SIZE OF THE EXISTING FORCEMAIN. NOTIFY PROJECT ENGINEER IF LOCATION OF EXISTING FORECEMAIN DIFFERS FROM THE ASSUMED LOCATION AND DEPTH. O MAKE CONNECTION TO EXISTING 6"0 PVC FORCEMAIN IN MIDDLE ROAD. CONNECT WITH LIVE TAP PER DETAIL ON THIS SHEET. O INSTALL 2"0 PVC SCHEDULE 80 S.T.E.P. FORCEMAIN PER DEPTHS SHOWN IN PROFILE VIEW. ® INSTALL 48"0 MANHOLE WITH 2" INLINE PIG CATCHER PORT. SEE DETAIL ON SHEET C12.0. O INSTALL 1,250 TO 1,500 GALLON S.T.E.P. TANK AS SHOWN. REFER TO CITY DETAILS ON SHT C12.1. © INSTALL S.T.E.P. SERVICE BOX PER CITY DETAILS ON SHT C12.0. O INSTALL 1" OR 2" SCHEDULE 40 PVC EFFLUENT PIPE FROM SERVICE BOX TO CONNECTION AT S.T.E.P. MAIN. SEE CITY DETAILS 5-1 AND 5-2 ON SHEET C12.0. ® STA 3+21.57, 11.00' RT INSTALL: 1 - 45a BEND O EXISTING STEP SERVICE TO BE USED BY EXISTING HOME WHEN SEPTIC SYSTEM DRAINFIELD IS ABANDONED. LIVE TAP S.T.E.P. SERVICE LOT No. PIPE LENGTH TAP STATION 1 10 1+44 2 10 1+90 3 10 3+07 4 10 3+07 CUT -ICI -TEE 4" MAIN OR LARGER 2' MIN. FROM FiTTING (TYP) �`1 ,,'�..• 1 r+I ,I . •dry y1�. fl �i •,r,' ! f•• I Y.ylS .. � iji CONCRETE ;.y ' {'' THRUST "�;•' �, • . ,'w+ "i „ ,• , .- a. M., y,,".,� `�; •r,•,•w4 'y .•,• L• 131_0CK (T ~•'I: P r,,r.. w' 4'.i. ti .. ,«, :x.•wfa4 ',ti•#'�"�r ti•, a: y f ` .y • , V�'+1` •� � 4' '". y • 1 ry •pp• `'} :••t1 4 H 1 f �,i��. f• ,`N iY;•••4f •' `�' .; . 1{I�` ., 12 GAUGE GREEN TEE FL ti •�,, ;.*+�.,..." '`•4 i �_F' ,� Jy},' COATED COPPER :'`� •',..'r'� �,•r�'�,: +.� ; "�: U.S.E. TONING +. .• r . •�1,. M1"+ „r�,,. ��+. WIRE WRAPPED r 3•i,'•t�• ::y,•�r.,` AROUND THE PIPE p.,,�" r. ;�� [., 1�• .l u yti., r,f rr.tii y *pry+ :r • PLUG VALVE '{';;':.: ;�r,.,:` yw . •,;•'ry*al FL X lull • .� , EPDXY COATED Rw TAPPING GATE STAINLESS STEEL TAPPING XISTING VALVE FL x MJ SLEEVE ROMAC SST OR EQUAL EPDXY COATED FLANGED SEWER COUPLING (ADAPTER MAIN VALVE AND SLEEVE SHALL BE (BOTH ENDS) SUPPORTED AND BACKFILLED GROUND A5 SHOWN BELOW -RIGHT, CONTROLLED DENSITY BACKFILL POURED WIDTH OF TRENCH, TWO FEET PAST VALVE FLANGE EPDXY COATED PLUG VALVE - TEE UP TC 1/3 DIAMETER OF PIPE 1 f3 DIAMETER OF PIPE GENERAL MOTES: SOLID BRICK SUPPORT CONCRETE THRUST BLOCK 1. 11 MIL. PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK IS POURED AND BACKFILLED. 2. CONTROLLED DENSITY FILL SHALL CONSIST OF CITY OF L.A(NEY, WASHIN TON 1750E SAND, 1750# PEA GRAVEL, 230# DEPT. OF PUELIC WORKS WATER, 141# CEMENT, 6 OZ. WATER AGENT PER 103. R CONNECTION TO EXISTING THEUCING MINIMUM DSTANCE ANY TAP OR CUT -IN SHALL BE 2' FROM A BELL END OR PRESSURE � FITTING. 4. SUPPORT VALVE AND SLEEVE CONTINUOUSLY s� � LARGER THROUGH INSTALLATION. 5. CONNECT TO EXISTING TRACER WIRE PER APFIROVrmD LYWG NC~ DETAIL. 6. CUT -IN TEE SHALL BE EPDXY COATED 10 7 - 1 MILS THICK OR COATED WITH PROTECTO 401 C1TY t OR APPROVED EQUAL. D. Dvft CKD. DATE D07-15.4.DWG P/w WHO RAS 08/24 2017 48 < Ljj Q � O W pi cn O I= W O:f C-)� Z Q Q or 0 CL m �0c)00 W � VOQ ¢ m� O d- � ci 00 O N ui Z w z C) N N cr) czn z J LL >i m m m Lu U (n (n U 4 3C eeIna O U Z C U •a Z N I.L m E Ln U) w w i3 `n o N Z 0 O_ w Z w J Ln o T. TI V ITI =N � � o \ u - III III T CY) \ III ITI Q III O ' O 0 III III m B 0 III \� L 0 JKA PROJECT NO. 2402 DRAWING NAME 2402- C8. d wg C8.O 0--\01/I00 PROJ\e4Oe\OWG\PL01"5tlaf5\CIVIL\e4Oe-C6.OWG z O_ 0 o< 0z ro O U Q U)O �LL- W 0 z J � = U = Q �N w w PVI STA:3+40.00 PVI ELEV.344.05 K: 26.32 LVC: 50.00 Cl 350 ro U j W L_- W 12" 0 CPP @ 10.83% YELM PLAT - CIVIL PLANS GRAPHIC SCALE 20 0 10 20 40 A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON ( IN FEET ) CB #7 - TYPE 1 STA 3+85.35, 18.50' L RIM = 344.07 PW STA:4+55.50 EXISTING GROUND AT IE 12" = 340.41 (N) EV:345.21 PW STA:4+85.50 ROAD c IE 12" = 340.41 (S) K:9.53 PVI ELEV.344.72 I.VC:25.00 K: 9.53 LVC: 25.00 00 d- w 103 LF 12" 0 CPII @ 0.58% > > m 00 1.00% LO O 340 125 LF 2" 0 SCH80 PVC STEP MAIN 330 2" STEP SERVICE CONN. STA: 4+08.00 ELEV. 338.30 1" STEP SERVICE CONN. STA: 4+12.00 ELEV. 338.30 d- 2"TEE STA: 4+44.50 ELEV. 338.31 00 + r� `ch � `ch d-+� ) �+ >tnU > > W j m j W m ------------- W 32 ELF 12" 0 D.I. @ 2.50% CB #6 - TYPE 1 STA 4+88.47, 18.50' L RIM = 344.36 IE 12" = 341.50 (E) IE 12" = 341.00 (S) FINISH GRADE AT ROAD � ------1.00%-- 163 LF 2"0 SCH80 PVC CB #5 - CONC INLET STA 4+89.43, 13.90' R RIM = 344.45 1E 12" = 342.12 (W) 1" STEP SERVICE CONN. STA: 5+03.04 ELEV. 338.70 00 WA TER (TYP) rn MAIN L2" STEP SERVICE CONN. STA: 5+58.00 ELEV. 339.08 2" STEP SERVICE CONN. STA: 5+53.00 ELEV. 339.04 m o c� o LO '-i d- o + w 350 5 5 2" SCH80 STEP MAIN n 2 o� 00ro r"ro (TYP) co L6 (0 " `� � L6 4+00 4+50 5+00 5+50 6+00 "CALL UNDERGROUND LOCA TE AT ACCESS ROAD (NORTH) - PROFILE 1-800-424-5555 BEFORE YOU DIG" SCALE: 1 "=20' (H) - 1 "=5' (V) 340 330 PIG LAUNCH STA: 6+07.23 ELEV. 339.41 CONSTRUCTION NOTES: O STA 4+44.50, 11.0' LT INSTALL 2"x2" TEE. 2 - 2" GATE VALVES O INSTALL 2" 0 PVC SCHEDULE 80 S.T.E.P. FORCEMAIN PER DEPTHS SHOWN IN PROFILE VIEW. 30 INSTALL 2" GATE VALVE AND PIG LAUNCH PORT PER CITY DETAILS. SEE SHT C12.3. ® INSTALL 1,250 TO 1,500 GALLON S.T.E.P. TANK AS SHOWN. REFER TO CITY DETAILS ON SHT C12.1. 50 INSTALL S.T.E.P. SERVICE BOX PER CITY DETAILS ON SHT C12.0 © INSTALL 1" OR 2" SCHEDULE 40 PVC EFFLUENT PIPE FROM SERVICE BOX TO CONNECTION AT S.T.E.P. MAIN. SEE CITY DETAILS 5-1 AND 5-2 ON SHEET C12.0. Z� S.T.E.P. SERVICE LOT No. PIPE (LENGTH TAP STATION 5 17 18 19 20 21 22 23 < Ljj C/i Q O W Fj Cc O r W O:f Q- Z C-) Q Q or 0 LL.I Cam �0c)00 W � VOQ ¢ m� Od-� Zo a ca N� O N uiiW c z w z O N N O � � cr> czn z � J m m 0a C� U J U (n (n U 4 3 c~i> a Ki U z C U �a z m E L W W i, M '3 v� z_ U w z W J `n o lI iTi o I1I III 00 T CY) \ III III Q III ' 0 III III m E � ID O III .� In o JKA PROJECT NO. 2402 DRAWING NAME 2402- C8. d wg C8.1 0=\GIVI�30 PROJ\ZQOZ\OWG\P�OiShEEiS\CIVIC\ZGOZ Cb.OWG 32 LF 12" 0 D.I. @ 2.50% CB #6 - TYPE 1 STA 4+88.47, 18.50' Ll RIM = 344.36 IE 12" = 341.30 (E) IE 12". = 341.00 (S) 1 350 0 340 WATER SEWER CROSSING. 2" STEP MAIN T CROSS UNDER 8" WATER WITH 18" MI . CLEARANCE 2" TEE STA: 9+89.00 ELEV. 338.31 1 330 II U Q w � 0 0 CB #5 - CONC INLET o STA 4+89.43, 13.90' R 0 o RIM = 344.45 IE 12" = 342.12 (W) Q � X Q z '- _ cn rn LO �I FA:10+20.99 ELEV. 338.72 STA:10+38.99 ELEV. 338.90 10+00 "CALL UNDERGROUND LOCA TE AT 1-800-424-5555 BEFORE YOU DIG" N co N el- 10+50 GRAPHIC SCALE 20 0 10 20 40 N ( IN FEET ) EXISTING GROUND AT ROAD � YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON I I 1 1-1 � V I I I M I I \ 110 I \ / Q FINISH GRADE AT ROAD 6" D.I. WA TER nG1 os q. (go PVC -STEP SERVICE CONN STA: 11+30.33 ELEV. 339.91 CD co LO d '-4- n rn Lq n + N Q cn U N U i� 2" STEP SERVICE CONN_/ STA:11+89.56 ELEV. 340.57 2" STEP SERVICE ICONN STA:12+17.03 ELEV. 340.88 2" STEP ERVICE CONN STA:12+18.03 ELEV. 340.89 N N ) 11+00 11+50 12+00 CUL-DE-SAC PROFILE SCALE: 1 "=20' (H) - 1 "=5' (V) 2" STEP SERVICE CONN STA:12+39.03 ELEV.- 341.12 eF P3 M 12+50 PIG LAUNCH STA:12+50.23 2" STEP SER ICE CONN STA:12+40.5 ELEV. 341.14 IR 0) f0 13+00 a � M 13+50 350 340 330 13+J4 S.T.E.P. SERVICE LOT No. PIPE LENGTH TAP STATION 6 10 11+30 7 36 12+17 8 36 12+17 9 23 12+39 10 23 12+39 11 32 12+40.5 12 32 12+40.5 13 64 12+18 14 64 12+18 15 54 11+89.5 16 54 11+89.5 CONSTRUCTION NOTES: 0 2" STEP MAIN TEE W/ 2 - 2" BALL VALVES. O INSTALL 2"0 PVC SCHEDULE 80 S.T.E.P. FORCEMAIN PER DEPTHS SHOWN IN PROFILE VIEW. 30 INSTALL 2" GATE VALVE AND PIG LAUNCH PORT PER CITY DETAILS. ®INSTALL 1,250 TO 1,500 GALLON S.T.E.P. TANK AS SHOWN. REFER TO CITY DETAILS ON SHT C12.1. O INSTALL S.T.E.P. SERVICE BOX PER CITY DETAILS ON SHT C12.0. © INSTALL 1" OR 2" SCHEDULE 40 PVC EFFLUENT PIPE FROM SERVICE BOX TO CONNECTION AT S.T.E.P. MAIN. SEE CITY DETAILS 5-1 AND 5-2 ON SHEET C12.0. 48 Q � w � U � Q C/) J G; W L-L CD J � Z Q U 0 CL0::0 �0000 00 W c� VO00 ¢ m� a CEO ca ¢ Q0-E2 O� N W C C Z w z 0 N N o cr> czn z � J m m m J U (n (n U 4 o �71 Ln U z C U �a z m E L W W M '3 LO N a z .� U �w z W J `n o III ` N U _ ITI -N � a o `\ � � III III T CY) III III `\ a Q 111 . O ' ° 0 III III m ;_ o O III III 01 .� In a / m � �\ JKA PROJECT NO. 2402 DRAWING NAME 2402- C8. d wg C8.2 0=\CIVI�50 PR0,J\Z40Z\OWO\r�Of S\Cl& V40O-Cb.OWG GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) n U) m YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON \ CONSTRUCTION NOTES: O PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AT THE PROPOSED WATER P 0 C TO DETERMINE PROXIMITY TO THE GAS MAIN I I If 346 I M G \ \ o \ I \ 1 2SD 34c'15D — 3 W 7 AL w w tw w w w w 0+70 1+00 l, l 2+00 3+00 ACCESS RD- ., +— - \ —SS IS n PRAIRIE CREEK _ LOOP SE S SS PoD D D345' o� , 10 346 r1i Dcn 3471 STEP m m-------D lJ s 347 Nco y ` i I fib' M M i TO •7G I / C'G = I — I T� 'PF� s`----------- �I i 0 349' I I o WA 350 340 STA: 0+88.48f ELEV. 341.91 f 18" MIN. CLEARANCE BETWEEN 8" WATER AND EXISTING SEWER FORCEMAIN 330 8"0 WATER MAIN SHALL CROSS UNDER 12"0 STORM DRAIN PIPE WITH 6" MIN CLEARANCE 8"0 DI WA TER P.O.C. o o + II II J Q_ CL .00% 00 SSFM I P.O. C. DEFLECT WATER MAIN AT JOINTS PER PIPE MANUFACTURER RECOMMENDATIONS (TYP) 0 F- oa ~ r+ z 0 Q U (/) Of 0 w � Z U U Q= �N 6" HYDRANT LEAD w SHALL CROSS UNDER EXISTING GROUND LOW PT STA: 3+38.68 N �-2"0 STORM DRAIN LOW PT ELEV. 344.17 — PVI STA:3+40.00 PIPE WITH 6" MINIMUM PVI ELEV:344.05 CLEARANCE FINISH RADE K:26.32 AT ROD q LVC:50.00 0 Z 350 168 LF 12"0 CPR @ 1.69% 35 LF 12"0 CPR @ 0.57% r' Lu Gi _ --- — —k9o7./-- -- 340 HYD. IEE WATER MAIN FLOWLINE STA:1+34.16f STA:2+00.00 WATER MAIN FLOWLINE ELEV. 341.28f ELEV. 340.75 STA: 2+50.00 ELEV.340.35 CB #4 - TYPE 1 WATER MAIN FLOWLINE STA 2+98.67, 18.50' L STA: 3+00.00 RIM = 343.99 ELEV:339.97 IE 12" = 339.91 (NE) 2" STEP MAIN (TYP) IE 12" = 339.91 (SW) IE 12" = 339.91 (NW) co co 7 C4 In Ln � Lo st 1+00 1+50 2+00 2+50 3+00 "CALL UNDERGROUND LOCA TE AT ACCESS ROAD (SOUTH) - PROFILE 1-800-424-5555 BEFORE YOU DIG" SCALE: 1 "=20' (H) - 1 "=5' (V) 330 CB #8 - TYPE 1 STA 3+38.68, 18.50' L RIM - 343.74 IE 12" = 340.10 (N) IE 12" = 340.10 (SW) AND THE EXACT HORIZONTAL AND VERTICAL LOCATION, PIPE SIZE AND TYPE OF THE EXISTING WATER MAIN. OINSTALL TAPPING TEE PER CITY OF YELM STANDARD DETAIL 4-10. SEE SHEET C13.0. OPATCH ROAD PAVEMENT PER CITY OF YELM STANDARDS. SEE DETAIL 2-10 ON SHEET C11.1. ® PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AT THE WATER/SEWER CROSSING TO DETERMINE THE EXACT DEPTH, SIZE AND TYPE OF THE EXISTING SEWER FORCEMAIN. RECORDS SHOW THE FORCEMAIN IS 6"0 PVC. 8" WATER MAIN SHALL CROSS OVER THE SEWER MAIN WITH 18" MINIMUM CLEARANCE. NOTIFY PROJECT ENGINEER IF SEWER IS SHALLOWER THAN ASSUMED AND SHOWN ON THESE PLANS. Q5 INSTALL: 45 LF 8"0 D.I. WATER MAIN. © INSTALL: 1 - 8"x6" TEE (MJxFL) (STA 1+34.16, 11.00' LT) 1 - 6" GV (FLxMJ) 12LF6"0D.1. 2 - 6" MEGA LUGS 1 - FIRE HYDRANT (STA 1+34.16, 23.00' LT) SEE CITY OF YELM STANDARD DETAIL 4-7 ON SHT C13.0 Q7 INSTALL: 244 LF 8"0 D.I. WATER MAIN. ® TAP WATER MAIN AND INSTALL WATER SERVICE FOR SINGLE WATER METER BOX. (MAINTAIN MINIMUM 10' HORIZONTAL DISTANCE TO STEP SERVICE LINE ON ADJACENT LOT). O TAP WATER MAIN AND INSTALL WATER SERVICE FOR DUAL WATER METER BOX TO SERVE EXISTING HOME AND LOT 3. 48 Z Q wEL Q Q � W � J � L.L � c 1= W Qf U � Z Q Q or 0 C0) �oo00 W c� VOQ Q m� Od-� a Co a m� ¢ QQ_IQ— 0 0 0 Z w z O N N O � � cr> czn z � J m m Lu m J 4 04 ' � I Ln O o0 O c� a Z m E a W W N a z .� U �w z W J `n O r7 it � U - iTi -N a o `� iTi III 00 T III III `\ a Q III . O ' ° 0 III III m ;_ ID O III Ln JKA PROJECT NO. 2402 DRAWING NAME 2402— C9. d wg C9.0 0=\GIVIL30 PROJ\ZQOZ\OWG\PLOiShEEiS\CIVIC\ZGOZ C�.OWG 4+00 v z o_ o~ oa oz LoF- ISO O Q F-o �w wo z J r-� = U < CB #7 TYPE 1 w STA 3+85.35, 18.50' L U) RIM = 344.07 PVI STA:3+40.00 IE 12" = 340.41 (N) PVI ELEV.344.05 IE 12" = 340.41 (S) K: 26.32 r!00 � 350 U j W w PW STA:4+55.50 �fLEV. 345.2i- K: 9.53 LVC: 25.00 O o �ca��b) d- �+ (ri 00 V.. w W m PVI STA:4+85.50 PVI ELEV.344.72 K: 9.53 LVC: 25.00 0 o 00 1q: r rn d- J N ] j w -------------- 1.00% 62 32 F 12"� D.I. @ 2.50% 37 LF 12"0 CPP 0.83%� 103 LF� 12"0 CPP @ 0.58%� 340 45° BEND STA: 3+75.98 ELEV. 339.97 330 YELM PLAT - CIVIL PLANS GRAPHIC SCALE 20 0 10 20 40 A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON ( IN FEET ) EXISTING GROUND AT FINISH GRADE AT ROAD � 1.00%---- WATER MAIN TO CROSS UNDER STORM W/ 6" MIN CLEARANCE UD J - Ll STA 4+89.43, 13.90' R STA:4+50.00 STA:5+00.00 RIM - 344.45 ELEV:340.35 ELE :340.27 IE 12" = 342.12 (W) 8"x6" TEE CB #6 - TYPE 1 STA:4+66.50 STA 4+88.47, 18.50' L STA: 4+00.00 2" STEP ELEV.340.43 RIM - 344.36 8"0 DI ELEV.340.09 MAIN (TYP) IE 12" - 341.30 (E) WATER (TYP) IE 12" = 341.00 (S) 8" GATE - VALVE (MJ) END 8" MAIN STA: 5+99.50 ELEV. 341.44 STA: 5+50.00 ELEV.- 340.92 `') to `° to d ca n ^ o Oo ao ^ O0 po po 4+00 4+50 5+00 5+50 6+00 "CALL UNDERGROUND LOCA TE AT ACCESS ROAD (NORTH) - PROFILE 1-800-424-5555 BEFORE YOU DIG" SCALE: 1 "=20' (H) - 1 "=5' (V) 350 2" BLOW OFF STA: 6+06.50 340 -- MJ END CAP SSFM PIG LAUNCH 330 CONSTRUCTION NOTES: TAP WATER MAIN AND INSTALL WATER SERVICE FOR SINGLE WATER METER BOX. O STA 3+75.98, 11.50' RT INSTALL: 1 - 8" (MJ) 45° BEND 1 - THRUST BLOCKING Q INSTALL: 92 LF 8"0 D.I. WATER MAIN. ® TAP WATER MAIN AND INSTALL WATER SERVICE FOR DUAL WATER METER BOX. O5 STA 4+66.50, 11.0' RT INSTALL: 1 - 8"x6" TEE (FLxMJ) 1 - 8" FLxMJ ADAPTER 1 - THRUST BLOCKING 1 - 8" GATE VALVE (FLxMJ) 1 - 6" GATE VAVLE (FLxMJ) © TAP WATER MAIN AND INSTALL WATER SERVICE FOR SINGLE WATER METER BOX. (MAINTAIN MINIMUM 10' HORIZONTAL DISTANCE TO STEP SERVICE LINE ON ADJACENT LOT). O7 TAP WATER MAIN AND INSTALL WATER SERVICE FOR SINGLE WATER METER BOX. ® TAP WATER MAIN AND INSTALL WATER SERVICE FOR SINGLE WATER METER BOX. Og INSTALL: 133 LF 8"0 D.I. WATER MAIN. 1 p STA 5+99.50, 11.00' RT (END 8" MAIN) INSTALL: 1 - 8" GATE VALVE (MJ) 1 - 8" (MJ) END CAP 1 - 8" MEGA LUG 11 INSTALL: 1 - 2" BLOW OFF ASSEMBLY PER CITY OF YELM STD DETAIL 4-9 ON SHEET C13.0 (MODIFIED FOR 8" GV) 1© 8"0 WATER SHALL CROSS OVER 2"0 S.T.E.P. MAIN WITH 18" CLEARANCE. 8 " 0 WATER SHALL CROSS UNDER 12"0 STORM DRAINAGE MAIN WITH 6" 13 MINIMUM CLEARANCE. Z� 48 Z Q w Q 0 � Q � c) W Qf J Cn I I C:) � 0") rz W Qf U 0 Z Q Q or •- CL m �oo00 W c� VOQ ¢ m� Od-� a Co ¢ :K O� N uj c z w z O N N O � � cr> czn z � J m m 0o C� U J U (n (n U 4 N 3 a Ki U z C U �a z �, E �) W W N a z .� U w z W J `n o U ILI No u - T �\ III . a ' ° 0 III III m E � CD O III .� In a JKA PROJECT NO. 2402 DRAWING NAME 2402- C9. d wg C9.1 0=\GIVIL30 PROJ\ZQOZ\OWG\PEOiShEEiS\CIVIE\ZGOZ C�.OWG 1 350 1 340 1 330 10+00 10+50 "CALL UNDERGROUND LOCA TE AT 1-800-424-5555 BEFORE YOU DIG" GRAPHIC SCALE 20 0 10 20 40 N ( IN FEET ) YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON 11+00 11+50 12+00 12+50 CUL-DE-SAC PROFILE SCALE: 1 "=20' (H) — 1 "=5' (V) 13+00 13 I I CONSTRUCTION NOTES: b STA INSTALL: 1 — 8"x6" TEE (FLxMJ) 1 — 8" FLxMJ ADAPTER 1 — THRUST BLOCKING 1 — 8" GATE VALVE (FLxMJ) 1 — 6" GATE VAVLE (FLxMJ) II O TAP WATER MAIN AND INSTALL WATER SERVICE FOR SINGLE WATER METER BOX. 30 INSTALL: 237 LF 6"0 D.I. WATER MAIN. II ® TAP WATER MAIN AND INSTALL WATER SERVICE FOR DUAL WATER METER BOX. O TAP WATER MAIN AND INSTALL WATER SERVICE FOR DUAL WATER METER BOX. ° © TAP WATER MAIN AND INSTALL WATER SERVICE FOR DUAL WATER METER BOX. 11 II 13+00 13 111 4 7D TAP WATER MAIN AND INSTALL WATER SERVICE FOR DUAL WATER METER BOX. I- I O8 TAP WATER MAIN AND INSTALL WATER SERVICE FOR DUAL WATER METER BOX. Q9 TAP WATER MAIN AND INSTALL WATER SERVICE FOR DUAL WATER METER BOX. \ � I \ \ I 1 p STA 12+47.59, 11.00' RT INSTALL: 1 — 6" MJ END CAP 1 — 6" MEGA LUG Y 1 O I INSTALL: 1 — 2" BLOW OFF ASSEMBLY PER CITY OF YELM STD DETAIL 4-9 ON I I I SHEET C13.0 I M I I IP I I � I I \ I I 13+50 350 340 330 48 Z oo"�% Q W —J �-- � Q U Q c/')J i W 0 O � J � ZD U ¢ 0 0) �00 wo° 0) �CN� VOQ I co ¢ m� o a ca o� ui 0 0 Z w z N N O � � cr> czn z � J m >- m m C� U J 4 3 ) a U Z C U �a Z m E L a W W iM'3 N a z .� 0 w z w J `n o r7 it ITI o `\ III III 00 T CY) III III `\ a Q III ` a a III III m ;_ � � O III .� In a JKA PROJECT NO. 2402 DRAWING NAME 2402— C9. d wg C9.2 a�clvl�3� PRo��ZQOZ�aw��P�orshEErsW&\zQoz-C9,OWO e STA: 25+89.99, 15.00' L 4FO C �\ STA: 25+89.99, 16.00' L 345.77 \-'6x'°o YELM PLAT — CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON 345.62 345.60 \ \ •249 345.53 /off° o•/ 345.45 STA: 1+51.00, 12.00' L STA: 1+51.00. 12.00' R R35' 345.76 �ts �soo ^��°ol C* �O`� o\� o 346.04 Oy 346.06 ' J 346.04 5.00' O0Ooo o 00 00 0 0 2 1.50% 0 346.18 & O� oo 346.17 ?J �o STA: 26+74.56, 23.00' L Q � 346.28 346.1 STA: 26+83.99, 16.00' L a /� s �°o- n \ a / ss STA: 26+67.49, 36.49' L 346.12 ZA so9 �O sS5,\ CONSTRUCTION NOTES: O CONSTRUCT ADA COMPLIANT RAMP PER GRADES SHOWN. Q2 INSTALL RAMP WARNING TEXTURE PER NOTES ON CITY DETAIL 2-12 ON SHEET C11.1. O INSTALL STREET NAME SIGN AND STOP SIGN (ON THE SAME POST) PER MUTCD AND CITY OF YELM STANDARDS. ® PAINT STOP BAR PER MUTCD STANDARDS. Q a N GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 0 z 0 U CI 'I � W z ~ Z 0 m� O mC5Q d- -i CL a co � Q � F— O N 5 c 0 z w z 0 N cf) v, N z � � J on J W cc. 2 U to U 4 r a ry N � ? o 0 O v V .p Z a) 0 \GIVI�30 PROJ\Z�IOZ\Owl\P�01511EE15\CIVIL\Z�IOZ CIO.OWG · · · · – • • • • • • • • • • • • • · · · · · +i- .a a R IN I RAW 10' 58' * 10' rri > n ri > 5' 7' 5' 11" 11' 5' 7' 5' _n m > mp z �+ i z VARIES y r n r3 r D z * * V)rn > > rrc N m m VARIES _ S Q 2.5' 2.5' � � o 1Qi 2% 2%� 2 10% x. CEMENT CONC. is BARRIER CURB WATER AND GUTTER O N. & E. CATCH RECLAIMED CATCH BASIN a WATER BASIN SANITARY N. & E. CEP:_Fi 4_ NOTES: SEWER S & w * WILL BE DETERMINED BY 1. NO "ON STREET" PARKING PERMITTED. THE CITY ENGINEER 2. REFER TO RELEVANT SECTIONS OF THE DFVELOPMENT GUIDELINES FOR ADDITIONAL INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ECT. ^` CITY OF YELM APPROVED DWG_ NO, DEPT. OF PUBLIC SERVICES �_ PUBLIC SERVICES DIR. 40- NEIGHBORHOOD/COMMERCIAL COLLECTOR DES. I DDWN'I CKD. DATE JEGII YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON SAW CUT EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE MINIMUM 0.25' CLASS 'B' A.C.P. CSS-1 TACK SHALL BE APPLIED (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. [USING PLUS 0,08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED APPLIED IN MAXIMUM 0.17' LIFTS PAVING ASPHALT AR4000W. 0.67' GRAVEL BASE o;;;. �;:::;;:v._ ;:�: ::`:a:;:.::v:.::::;'•:4:; COMPACTED TO 95% EXISTING OF MAXIMUM DENSITY L0.17' CRUSHED FLEXIBLE PER, 2-03,3(14)D SURFACING PAVEMENT TOP COURSE MINIMUM 0.75' CEMENT CONC. PVMT, OR MATCH EXISTING PLUS 0.08'. WHICHEVER IS GREATER. 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY 0.17' CRUSHED PER, 2-03.3(14)D SURFACING TOP COURSE 1' MIN T YP. NOTES: 1• ALL MATERIALS, WORKMANSHIP, AND INSTALL- ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. ti r�1`' r g moic LAI TRENCH BACKFILL COMPACTED PER. 2-03.3(14)C METHOD B TRANSVERSE CONSTRUCTION JOINT. SEE STANDARD PLAN A-1 SAW CUT EXISTING PAVEMENT. EXISTING RIGID PAVEMENT TRENCH BACKFILL COMPACTED PER. 2-03.3(14)C METHOD C CITY OF YELM DEPT. OF PUBLIC WORKS TRENCH -PAVEMENT RESTORATION DETAIL APPROVED DWG. NO. L PUBLIC WORKS DIRECTOR DATE — 10 DES. OWN. CKD. DATE JEG S-C s-c S_C 10/3/94 3' 1 3' 1 6' 1 3' 1 MIN. MIN. TYP. TYP. TYPE 11 3' 6' 1 3' 1 3' 1 6' 1 3` ! MIN. REC}❑. TY TYP, '-MIN.' VIN. 'GYP TTYYP,� TYPE 1,1 TYPE IV T Y P I C A L C U R B R A M P S BOTTOM OF RAMP MAY NOTE: SEE SIDEWALK SPACING, HAVE MAX. 1/2" LIP EXPANSION JOINTS & SCORE AT 45'. MARK DETAIL FOR ADDITIONAL O LIP DETAIL NOTES. FLOW LINE 5' AS SEE OF GUTTER MIN READ IP 4" 2&_ DETAIL T i+l "'7_0_0�mq 12 RAMP SECTION NOTES. 1. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CON. TO LEAVE A DIAMOND PATTERN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8- DEEP AND 1 /4" WIDE. 2. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWALK AND FROM THE CURB AND GUTTER, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO ROADWAY. 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. NO INLETS ARE TO BE SET SO THAT PEDESTRIANS WALK OVER OR AROUND THEM. CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL CURB RAMPS APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-1 2 OES. DWN. CKD, DATE S-C S-C S-C 10/3r94 PLANTER STRIP (AS RFQ-) CURB & GUTTER 15' SIDEWALK PLANTER STRIP 5' MIN (AS REQ.) 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 11/8" 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 APPROVED GUTTER WHEN SIDEWALK IS ADJACENT TO CURB AND GUTTER, UNLESS OTHERWISE DIRECTED BY ENGINEER. PUBLIC WORKS DIRECTOR DES, DWN. JEG S-C S-C Cp # ° a 4 c 4 d � I � a � O 4u Q 7 1 /2" CEMENT CONCRETE BARRIER CURB 1/2"R 1"R 1/2' R d � G 'co a ❑ °d a d � G r 1'-6" CITY OF YELM DEPT. OF PUBLIC WORKS CEMENT CONCRETE SIDEWALK DWG. NO. DATE 2 — 11 KD. DATE S-C 10/3/94 6 1 /2" 5 1 2" 1 /2"R d . d VA -d 4 d d CEMENT CONCRETE BARRIER CURB AND GUTTER A 1 d CEMENT CONCRETE ROLLED CURB AND GUTTER NOTES: I. 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, EXPANSION JOINTS TO BE PLACED ON 15' CENTERS. JEG 1f2NR Sao CITY OF YELM IDFPT. OF PUBLIC WORKS CEMENT CONCRETE CURLS APPROVED PUBLIC WORKS DIRECTOR DES. I DWN. S-C S-C DWG, N0. DATE 2 13 CKD. I DATE S-C 3/15/94 4,> 4" GENERAL NOTES: 1. THIS MONUMENT TO BE USED IN BITUMINOUS OR ASPHALT CONCRETE PAVEMENT WHERE CASED MONUMENT IS NOT REQUIRED 2. CONCRETE BASE DIMENSIONS SHOWN ARE MINIMUM. CONCRETE BASE NEED NOT BE FORMED. 3. CAP SHALL BE 2" MIN. DiAM. BRASS PLUG MARKER. 4. CONCRETE TO BE PLACED ON A FIRM AND UNYIELDING FOUNDATION. CONCRETE CL. 3000 12" 1 /2 LB. (MIN.) STEEL OR IRON CITY OF YELM DEPT. OF PUBLIC WORKS CAST IN PACE MONUMENT APPROVED DWG. NO. PUBLIC WORKS DIRECTOR DATE 2-1 6 DES, DWN. CKD. DATE S-C S--C S-C 10/3/94 w CD Q z Q 48 Q Lil rz O O Z Q or CL0::0 �oo00 W Cl VOQ Q m � O d' __j CL CL CO co Q E- N� O N LW C C Z w z O N N O cl-_ cr1 `= z Zcn 3 Q g � J m >_ m J O O U to (n U 04 3 to a �1 �+ 1 2� o ? 00 O U �a Z m E L� W W v 0 w Z W J )14 L0 o III �\ N III � C)ITI �\ V) � III T CY) III III �\ U Q 3 III O ° 0 III III m E p O U Ln 0 JKA PROJECT NO. 2402 DRAWING NAME 2402—C11.dwg C11.1 0--\01/100 PROJ\e4O2\OWG\r�Of5tlaf5\CIVIC\e4Oe-CII.OWG LU a 13 J z W w r m z k W a 0 z W uJ r In IF TOP 24" 4 EQUAL SPACES 4 EQUAL SPACES SECTION (A J cc 7- T_ FF�_� TOP 7 OR 8 EQUAL SPACES DIRECTION OF FLOW _� T- SECTIEON J SLOT - SEE DETAIL AND NOTE 1 SLOT -SEE DETAIL AND NOTE 1 _ --------- r ---- -_- I ,! _._.r _._._._ SECTION •I.1 J._,! . SECTION (B } GRATE ISOMETRIC YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON NOTES 1. Bolt -down capability is required on all frames, grates, and covers, unless spedfed otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5I8" (in) - 11 NC k 2" (in) alien head cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer. 2. Refer to Standard Specification 5ection 9-05.15, and 9-05.15(2) for additional requirements- 3- For frame details, see Standard Plan B-30.10. RECESSED ALLEN I HEAP CAP SCREW 3D4 S.S. 518" (IN) - 11 NC x 2"(IN) I i I t GRATE 314" r. 1 114" i I I I FRANIE in i SLOT HOLE BOLT -DOWN DETAILS SEE NOTE 1 >� 131 WA S# 4r 5z OI S r�ONAL r, a Heiman, Julie RECTANGULAR BI-DIRECTIONAL VANED GRATE STANDARD PLAN B-30.40-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION I` - r:a xaxmosx nor I ETATEDESM ENGINEER Waahingmn Swn apartmmmaFTranaporlmion ATOP (VOTES 1. Bolt -down capability is required on all frames, grates, and covers, unless o specified otherwise in the Contract. Provide 2 holes in the frame that are n J vertically aligned with the grate or oover slots. The frame shall accept the z 304 Stainless Steed (S.S.) 518" (in) - 11 NC x 2" (in) alien head cap screw LU by being tapped, or other approved mechanism. Location of bolt -down LL holes varies by manufacturer- m 2. Refer to Standard Specification Section 9-05.15 and 9-05.15(2) for additional requirements 3. For frame details, see Standard Plan B-30.10. GRATE ISOMETRIC !' RECESSED ALLEN \i HEAD CAP SCREW 304 S.S. 50 (IN) - 11 NC x i' (IN) NGRATE r 1 114" i "1 I i FRAME r G SLOT HOLE BOLT -DOWN DETAILS SEE NOTE 1 S� 01 WASy� 7 Cgr ems, �f5T�� t1� sIONAL F� Ilcilman. Julie ��v.v„ v Frh 3la ifllH I?•S.i PL1 RECTANGULAR VANED GRATE STANDARD PLAN B-30.30-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION _ 1•eh 2T lolx ]Sa .iM STATE DESIGN ENGINEER . h, Washfnglon State Deprrtmont at Transparknion FRAME AND VANED GRATE ONE #3 BAR HOOP FOR T W O #3 BAR HOOPS FOR 12" (IN) HEJGH r RECTANGULAR ADJUSTMENT SECTION 93 BAR EACH CORNER #3 BAR HOOP TOP AND BOTTOM A3 BAR EACH CORNER #3 BAR HOOP #3 BAR EACH WAY y 4R ACROSS BOTTOM PRECAST RASE SECTION FRAME AND VANED GRATE: PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 12" PLAIN GONCRETE ALL METAL PIPE 15" CPSSp * 12" (STD. SPEC. SECT, 4-05.20) POLYPROPYLENE 12" (STD- SPEC. SECT. 9-05.24) SOLID WALL PVC 15n (STD. SPEC. SECT. 9-05.12M) PROFILE WALL PVC 15" (STD. SPEC_ SECT. 9-0512(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE 6" (INj HEIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION y 03 BAR (TYP ) #3 BAR EACH CORNEI le' pN] MIrt #3 BAR HOOP NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 18" (in) . Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the. outside of the pipe. After the pipe is installed, Fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be TOO. 4. The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1: 24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup hales shall be grouted full after the inlet has been placed. S. Pipe allowances will vary depending on pipe material used. Contact the Region Hydraulic Engineer for assistance. ALTERNATIVE PRECAST BASE SECTION (SEE NOTE 1) PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPsSP * (STD. SPEC. SECT, 8415.20) 12" SOLID WALL PVC 75, (STD. SPEC. SECT. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. SECT. 8-08.12(2)) 11r CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNER 18" (IN) MIN- #3 BAR HOOP (SEE NOTE 1) ALTERNATIVE PRECAST BASE SECTION O� WASyl-4 41819 Aug 23, 2023 CONCRETE INLET STANDARD PLAN B-25.60-03 SHEET I OF I SHEET APPROVED FOR PUBLICATION All/ Aug 23, 2023 STATE DESIGN ENGMF P Wsshingtnn Smla D.parnt.wrt of T-mportWan NOTES 1. As soceptable altemabves to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications). or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts- 2. The knockout diameter shall not be greater than 29' (in). Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1-5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar In accordance with Standard Specification Section 8-04.3- 3- The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grate may be Installed with the flange down, or Integrally cast into the adjustment section with flange up. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 :24 or steeper. 6. The opening shall be measured at the top of the Precast Some Section. 7. All pickup holes shall be grouted full after the basin has been placed. ��� 01 WAS#" 14 ss"ONAL Julie Heilman 2620.08.010712:56-07'00' CATCH BASIN TYPE 1 STANDARD PLAN B-5.20-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION } DigitaNy signed by Roark, Slave Oa lr r Steve orate.2M.09.N9 09'.45:Z OTOO' STATE OU" U40NEER T Woahinglon Stara Deporlment of TransporkOhm cry w w Q w Q Z Gj Of C� Q Z Q O' LAJ (10 CLOr-,Cn ��00 W C) VOQ Q m C) Q-Q0 QI- a i- Q N O N L5L1 C Z Lid z O N N O (f) (= z >_ Co CO J O O U (n (n U 4 3 0 a Z C)0 o cJ �a Z m E L W W 1M '3 v Z_ U �w Z W J Ln \ o I1 ITI � � o \� ITt ITI 00 T ITI ITI \\ •Q III \ O ITI III \� m E � c�' O III \� In o JKA PROJECT NO. 2402 DRAWING NAME 2402-C11.dwg C11.2 0--\01/100 PROJ\e4Oe\OWG\r�Of5llaf5\CIVIC\e4Oe-CII.OWG B TRANSITION. LU C Z QD���aQ M m J BACK EDGE OF FRAME EVEN WITH RAGK FACE OF CURB PLAN ROLLED INLET 20 aw CENTERLINE OF DRAINAGE STRUCTURE MAY DIFFER FROM THE GENTERLINE - 1g- OFTHE FRAME AND GRATE TRANSITION FRONT EDGE OF FRAME 4„ FLUSW WITW STREETI r M GUTTER SURFACE MATCH ROADWAY SLOPE f 1 3W a ti 17' 31" SECTION 29 114" BOLT -DOWN HOLE (TYP.) -- 518- (IN) - 11 NC [SEE DETAIL B NOTE 2] :0 TOP 241141 w i SECTION TRANSITION T - 6" MIN. 27 3116" 25 3X' SECTION v C r / / l 2 112" r DETAIL [ B J FRAME CAST INTO PRECAST ADJUSTMENT SECTION - SEE STANDARD PLAN 5.30.90 FOR ADJUSTMENT SECTION DETAILS u'3 YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON NOTES 1. Bolt down capability is required on all frames, grates, and covers, unless specified otherwise in the contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 518" (in) - 11 NC x 2" alien head cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer. 2. Refer to Standard Specification, Section 9-05.15 and 9-05.15(2) for additional requirements. 3. For Adjustment Section Details - See Standard Plan B-30.90. 4- Size and dimensions of drains vary by Manufacturer, but open area shall be 1.5 square feet minimum. ISOMETRIC VIEW pF WASy� s�ONAI, Julle Heitman 2132D.09.01 07:51:27-07'OD' ROLLED CURB DRAIN STANDARD PLAN B-30.05-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Olgilaily sagned by Roark. Steve oar , Steve D to 202009.%09749•15-07W STATC CC W N CNUNECR i frowashinpbn Skft Deportment of TransporWim NOTES 1. This frame is designed to accommodate 20" (in) x 24" (in) grates or covers as shown on Standard Plans B-30.20, 113-30.30, B-30.40, and B-30.50. 2. Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The Frame shall accept the 304 Stainless Steel (S.S.) 518" (in) - 11 NC x 2" (in) alien (lead cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer. 3. Refer to Standard Specification Section 9-05.15 and 9-05.15(2) for additional requirements. RECEJ _ SED ALLEN HEAD SCAP SCREW r 304 S.S- 519- (IN) - 11 NC x 2" (IN) r i GRATE L314GRAB � r I I r FRAME i i SLOTL\t§ HOLE BOLT -DOWN DETAILS SEE NOTE 2 r FLANGE UPWARD ;OMETRIC VIEW SHG4'VING THE VARIATIONS pp VAS,yI, v 0 tn� 9�f S�UNAL � HeiErnan, Jutie F'eh2fl2G1812:5' I'�1 RECTANGULAR FRAME (REVERSIBLE) STANDARD PLAN 13-30AG-03 SHEET 1 OF 7 SHEET APPROVED FOR PUBLICATION .. i:eniotatssisle STATE DESIGN ENMNEER Woshinglon 5lala DepoHmem of 7rangwnaeim WAOF cQi Sd' -------------- ------ -- ---_: BOLT -DOWN SLOT - DETAIL AND NOTE I G I 2 In- EXAM. HOLE _ I I' - - - - - - - ----- a -------------- - Q44444 4�44�4� 4�4�4�4�4 8 TOP yt 4 374- I l 71L" � I i uTi I I I A9-Q -C SECTION TRENCH WIDTH ` (SEE NOTE 31 PIPE ZONE BACKFILL " (SEE NOTE 1) p �o WW GRAVEL BACKFILL FOR O.D. npi PIPE TONE BEDDING v (SEE NOTE 4) (SEE NOTE 2) 16% O.D. FOUNDATION LEVEL CONCRETE AND DUCTILE IRON PIPE y TRENCH WIDTH [SEE NOTE 3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2). FOUNDATION LEVEL THERMOPLASTIC PIPE TRENCH Wlf]Thf (SEE NOTE 3) PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL METAL AND STEEL RIB REINFORCED POLYETHYLENE PIPE SECTION NOTES 1. Bolt -down capability is required on all frames, grates, and covens, unless specified otherwise in the Contract- Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.&) 51$" (in) - 11 NG x 2" (in) alien head cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer. 2. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification Section 9-05.15 and 9-06.1512) for additional requirements. 26-(IN) R. - 4. For frame details, see Standard Plan B-30.10, SEE NOTE 2 RECESSED ALLEN HEAD CAP SCREW L - XA S.S. 5f6" (IN) - 11 NCx2"(IN) r • - T• GRATE GRATE 71 i I i I I FRAME 14- i I i sl,0t HOLE BOLT -DOWN DETAILS SEE NOTE 7 5" 3 I I �314" I r�-7314 " (IN) DIA " (IN) DIA r EE NOTE: 2 ' SECTION _ 12" (TYP.) re�TTT TT---- I/ IrT SEPARATE BASE (TYP.) INTEGRAL BASE PRECAST PRECAST WITH RISER (4E- (IN) - 72" (IN) ONLY) TYPICAL CONDITION FOR DRAINAGE STRUCTURE THIS DETAIL APPLIES TO STANDARD PLANS f -s.2o, 9-b.40, B-S.60,a-10.20,B-1V-40, 6-15.20,6.15.40, B-15,60, B-26.20, B-23.60, B-35.20 AND B-36 0. ISOMETRIC GRAVEL BACKFILL FOR PIPE ZONE BEDDING PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETWEEN BARRELS CIRCULAR PIPE UP TO 48" 24" (DIAMETER) METAL DIA METERr2 48" AND OR 36" PIPE ARCH LARGER WHICHEVER (SPAN) IS LESS Op VAS#,,, � �L 0.Gj �A =J8:� �O ;u J �r5TVW tti srONAL �r le ute u}I eh 2111011412:53 1'hi RECTANGULAR SOLID METAL COVER STANDARD PLAN B-30.20-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION C.F....L .. .r 1'eh�YIFI %IAM STATE DEWN ENGINEER Washinghm 5fo Depo "ant of 7ranWork"Iw NOTES 1. See Standard Specifications Section 7-08,3(3) for Pipe Zone Backfill. 2- See Standard Specifications Section 5-03.12(3) for Gravel Backfill for Pipe Zone Bedding. 3. See Standard Specifications Section 2-09.4 for Measurement of Trench Width. 4. For sanitary sewer installation, concrete pipe shall be imbedded to spring line. TRENCH WIDTH (SEE NOTE 3) PIPE ARCHES 11Fit E of WASy,`� `. 6 J 5 T 80 `ti SyONAI, Aug17,2021 PIPE ZONE BEDDING AND BACKFILL STANDARD PLAN B-55.20-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Aug 17, 2021 STATE DESM ENUNEER WuehingWrr Sfatr Depvtrnertof 7ron4 urfa,m. Amok cry w Q w 0 w c� Q Z � Q Z Q or J O I\ � •- CL cc) 00 W CZI Q: r,' J:E ��� Z VO Q ¢ m� Od-� a mCQ a- Q �E- a c O V5 LLI cc C C Z w z O N N O z v, cznLLI J %- m � m CO UJI Q) U J W 2 U U (n (n U 4 3C ee m a VN U Z C) U 'a Z a, E (7 L W W �3 N a Z_ Ur 0-w Z W J Ln o / I I m a) ITI Z3 o \ , in ITi ITI 00 T 0') III III `\ Q -0 III nl O i o he In m E o o0 In ul Ln 0 �\ JKA PROJECT NO. 2402 DRAWING NAME 2402-C11.dwg C11.3 0=\GIVI�30 PROJ\ZQOZ\DWG\P�OiShEEiS\CIVIC\ZGOZ C11.OWG YELM PLAT — CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 CITY OF YELM, THURSTON COUNTY, WASHINGTON tkemaUve Rralmet3t slow cspecltles, OPTIONAL INLET PIPE LOCATION, OR ALTERNATE OUTLET PIPE, TYP (6 PLACES i 4" F2.41 4„ TY.P Ty rL I I I I 2'-F ff4I 4. I — I f. I I � OUTLET LOCATION PLAN VIEW 1211-RCP MAX- COVER N07 SHOWN FOR CLARIT- LEFT END VIEW (OPTIONALyyi-fH 6" OR 12" RISES NORTH, RANGE 02 E, W.M., OUTLET LOCATION 4" 4'-4° 411 12" RGP MAX OPTICNAl- INI�Efi PIPF- LOCATION, OR ALTERNATE OUTLET PIPE. TYP (6 PLACES) rL 4„ 4" 1 24" X 24" TWFfr, RATED ACCESS GRATE OR COVER (TYP 2) PAIN 3.Off "2" RCP MAX � OUTLET PIPE II VENTED HOOD PLAN VIEW OUTLET DECK -� ASSEMBLY ELEVATION VIEW m 9- (OPTIONAL WITH 6" OR 12" RISER) 4' s LAi3 STANDARD DECK T ASSEMBLY B" & 12" OPTIONAL RISER (18" MAXIMUM STACK HEIGHT) 24" ParkFilterO� CARTRIDGE "JOTES; 1 DESIGN LOADINGS: A. AASHI<0 HS-204A W! IMPACT B. 5tANnAko DESJC3N FILL- MAX TOO 01� STRUCTURE, G. ABSU UFO WATERTAI3I,E; BELOW STRUCTURE. D- DRY LATERAL EARTH PRESSURE (EFP) - 4� PCF E- LATERAL LIVE LOAD $LIRCHARGi - = 00 PSF (APPUIED TO I3' 15 LOW GRAD: E). F. NO LAIT;RA4 SURCHARGE FROM ADJACENT 8U1L0tN , WALLS. PIERS, OR FOUNDAT4U45. 2. CONCRETE 28 DAY COMPRESSWE STFbc-NGTH SMALL 8E -5,0U0 PSI MtmMuM- 3. STEEL RnNfT�RCEMEhtr- REBAR, ASTM A-f 15 OR A-70115, ISTRADE sa. 4, CIrME:NT- ASTM C-> 54 WE;CIFICKPCO I. E�. REQUIRED ALLOWABLE SOIL BEARING PRESSURE = 2.504 PSF- CONTRACTOR REESPON51BLE TO ENSURr= ADEQUATE BEARINGSURPACF 1S PROVIDED (I.E. CDMPACTER AND 4EVEC PER PROJECT SPECIFICATIONS). 6. REFERENCE STANDARD: A. ASTM C 8S4 S. ASTM C M3 C. ACI3S&14 7 DUT1rET HG4ES WILL BE FACTORY CORED} CAST FFzR KANSICUSTOMF;R RFQUIREMENT$- il�LFTLE�T LOCATIONS CAN BE CHANGED. d MAXIMUM PIGX WEIGHT (-COMBINED WEIGHT CF EASE, CARTRIDGE & ACGESS COVER) = T815. 9. r-OR SITE SPECIFIC DRAWINGS WITH C?1=TlAILf=D STRUCTURE OrMENSIONS ANO WrIGWTS- PLE E CONTACTOLDCASTLE INFRASTRUCTURE. - PRELIMINARY - IOT FOR CONSTRUCTION Specifier Drawing PFCB-25-1 x24 c/) w w p w c� Q Z Gj � p z ¢ 0 LLI CLOr-,0) �00 00 0) CN W C� VOCo ¢ m� d' a Ca a ¢ N O N uj 0 C Z w z O N N O � � cr> czn z � J m m Co C� U J 4 3 � - Q U z C U �a z �, E Ln w w io '3 v� z_ U w z w J `n \ o TI \� ITIZ3 o `\ ITI III 00 T CY) ITI ITI `\ Q III ` U III III \� m E � C�, O III \� In o JKA PROJECT NO. 2402 DRAWING NAME 2402—C11.dwg C11.3 0--\0000 PROJ\e4Oe\OWG\r�Of5llaf5\CIVIC\e4Oe-CII.OWG SPLICE TO EXISTING FINISH 14 GAUGE TONING GRADE WIRE TO STEP TANK °4 II CONNECT TO EXISTING PVC 1 ° OR 2" CHECK VALVE SERVICE LINE 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 HIS/HER 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 TONING WIRE SPLICES SHALL BE CONNECTED BY USING D.B.Y. KITS MANUFACTURED BY 3M STEP MAIN 1"OR 2" SCHEDULE] 40 PVC SWP PVC SWING CHECK :7 VALVE SL x SL 1" OR 2" KBI BALL VALVE, SL x SL- 1" OR 2" PVC NIPPLE, SI- x SL TYPICAL 1" AND 2" SERVICE CONNECTIONS 1" OR 2" x MAIN DIA. PVC REDUCING TEE SL x SL x SL OR PIPE SADDLE APPROVED BY DWG. NO, PUBLIC WORKS DIRECTOR DATE 5-1 )ES.MKD DWl1KD KDDMM DATE1/2019 STANDARD S.T.E.P. PANEL 0 5-,.p IrT• ASSEMBLE STRUT USING 3f8' 0 F]Q ON P+ STAINLESS STEEL BOLTS AND TD SUNCE ALARM 1-1/4 FENDER WASHER (TYP) 0 PI15H LIGHT ° FIR S FOR SERNOE CALL 360-155-84" USE SQUARE STRUT WASHER BETWEEN Tr ENCLOSURES AND STRUT WEN MOUNTING ENCLOSURES TO UNI-STRUT (TYP) 11 PADLOCK IHTH COMMON KEY TT FURNISHED BY THE CITY OF YELM DECAL - SEE SPEORCATIONS tn 0ALARM UGHI AND SILENCE BIITTCII3/4" RIGID CONpuIT OR APPROMATELY SHED4' ELECTRICAL CODE(TYP) LAINPERL&I 5' MAx N ° ° ° 0 0 0 0 0 • i 0 o ° -M STEP TAMS ° " ° 1-5/8°GALVANIZEDT•r' UNISTRU +p a ;, 4 i SHALL BE' a •� ' -SET 3' INTO " # r CONCRETE CITY OF YELM REMOTE CONTROL PANEL *LAO INSTALLATION 3/4" VERTICAL SEAL -OFF FOR INTRfNSICALLY SAFE APPLICATION 3/4" PVC ELECTRICAL CONDUIT OR APPRPRIATELY WO PER L&I ELECTRICAL CODE(TYP) RNISHIM GRWNO o Ica � ix od a II► TO NEW ELECTRICAL PANEL TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE 012 AWG COPPER 150 FEET #10 AWG COPPER 250 FEET #8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION). APPROVED BY DWG. NO. 54 PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. DATE 07/2024 YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON SIDEWALK 1" KBI SWING -- CHECK VALVE 1" KBI BALL---' VALVE 2" x 1" x 1" TEE TEE BUSHINGS EXTEND SERVICE LINE 2' BEYOND BACK OF SIDEWALK TYPICAL TONING WIRE SERVICE VALLE BOX (2) CONNECTION MADE WITH HEAT SHRENK BUTT CONNECTORS OR DBY UNDERGROUND SPLICE KITS CURB 2" SERVICE LINE 2" KBI SWING INSTALL TEE OR TAPPING CHECK VALVE SADDLE (ROMAC) OR EQUAL AS APPROVED BY THE CITY 2" KBI OF YELM BALL VALVE TONING WIRE S.T.E.P. MAIN SEE FOR SIZE TYPICAL DOUBLE SERVICE CONNECTION APPROVED BY DWG, NO, PUBLIC WO1?KS DIRECTOR DATE 2 D )ES.MKDWNMKD KDDMM DATE 10/2019 CONTRACTOR TO SHIM, ETC. TO ACCOUNT FOR DIFFERENT TYPES OF SIDING *PUMP • GARAGE CONTROL WALL {CONTRACTOR TO FORM PANEL BOTH CONDUITS AS El SHOWN FOR BOTH 3/4" PVC CONDUITS } m CONDUIT STAINLESS STEEL TWO Cf a DISCONNECT BOX HOLE STRAPS AS ' REQUIRED TO SECURE 3/4" LB CONDUIT TO WALK ELECTRICAL TO ELECTRIC UNIF FROM DEL UNDER HOUSE CONDUIT ro — �t — � STEP TANK _ _ J` FOOTING/STEM TO STEP WALL TANK NOTES: 1- PUMP CONTROL PANEL DOOR SHALL OPEN COMPLETELY FOR FULL ACCESS TO INSIDE OF PANEL. 2. LOCATION OTHER THAN GARAGE WALL OR REMOTE POST WILL BE CONSIDERED ON A CASE BY CASE BASIS. 3. DISCONNECT COVER SHALL BE 5031-0 RAYNTITE SINGLE GANG WEATHER PROOF COVER 1,4UC DIAMETER. GARAGE WALL PUMP CONTROL PANEL EXISTING GROUND �= = TO STEP TANK I2„ UI I Y CJF YtLM APPROVED BY DWG. NO. TYPICAL PUMP CONTROL PANEL PUBLIC WORKS DIRECTOR DATE 5"5 INSTALLATION ON EXISTING HOUSE DES'MKID DWNMKD CKID. MM DA 0/2019 RESTORATION SURFACE SEE RESTORATION TABLE ABOVE SEE RESTORATION TABLE FINISH GRADE — LA BACKFILL SEE J � RESTORATION TABLE MAINTAIN SIDE LLJI I f SLOPE AS STEEP AS OSSIBLE SEWER LINE o w a PIPE BEDDING FOR `Q FLEXIBLE PIPE SHALL BE SAND 60" OR AS PIPE O.D. APPROVED BY DIRECTOR OR HIS/HER DESIGNER AS SITUATIONS PIPE MAY REQUIRE O.D. w RESTORATION TABLE 1 SURFACE THICKNESS BACKFILL/ COMPACTION COMMENTS/ OTHER TYPE REQMNTS, REQUIREMENTS CRUSHED #" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT WITH EXISTING 3' MIN, GRADE B A.C. INISH ROADWAY TO CONFORM A.C. PAVEMENT OVER PAYING OVER 4" CRUSHED SELECT BACKFILL O ALL EXISTING GRADES AND GRAVEL BASE SURFACE TOP COURSE COMPACT TO 95% CURBS SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXfaNG SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY/SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% 7FXTURE, AND GRADE. HYDROSEED/ PLANTINGS NATIVE BACKFILL FINISH GRADE SHALL BE LAWN/LANDSCAPE OVER 4' MIN, TYPE A TOP COMPACT TO 85% SMOOTH & CCNSISTANT OL WITH EXISTING GRADE NATIVE 6ACKFILL MOUND BACKFILL 2" UNIMPROVED SUFACE A H I COMPACT TO 859 ABOVE EXISTING GRADE TH CSBC = CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE r:l r CI O� YELM APPROVED BY DING. NO. TYPICAL PIPE TRENCH PUBLIC WORKS DIRECTOR DATr DATF 3 DES.MKD DWNMKD KDDMM '0/2010 TABLE FOR FEEDER WIRE RUN WIRE SIZE MAXIMUM DISTANCE #12 AWC COPPER 150 FEET #10 AWG COPPER 250 FEET #8 AWG COPPER 350 FEET (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION), DECAL - SEE SPECIFICATIONS TO SILENCE ALAR BOLD PUSH LIGHT. FOR 18PT. SERVICE CALL LETTERING 360--458-8411 CITY OF YELM j PADLOCK WITH COMMON 5u I KEY FURNISHED BY THE CENTERED ON PANEL CITY OF YELM ALARM LIGHT AND SILENCE BUTTON FROM POWER SOURCE 3/4" CONDUIT OR APPROPRIATELY SIZED PER L&I ELECTRICAL CODE NOTE: PANEL SIZE MAY VARY DEPENDING ON APPLICATION. Ul I Y CIF YELM APPROVED BY DWG. NO, TYPICAL PUMP CONTROL PANEL PUBLIC WORKS DIRECTOR DATE DATE- DES.MKID D MKD DDMM 10/2019 VALVE HANDLES SHALL BE ACCESSIBLE FROM THE MANHOLE MANHOLE FRAME AND COVER OPENING AS SHOWN TOP SLAB OF THE 48" MANHOLE --------- ---------------- GRADE RINGS 4" MIN ---------- -------------- 3' MAX 16" MAX d. 6 ai 7' 4 ' SCH 80 PVC VALVES x4 ' PVC TEE 6' 12 GA GREEN .. U.S.E. TRACER i WIRE a SCHEDULE 80 PIPE AND UNION POLYPROPYLENE. STEPS 12" TYP. . {i7\ CORE ]DRILL 12 GA. It AND INSTALL TRACER +HIRE UNK SEAL A❑JUSTABLE LS 300 PIPE SADDLE ¢ SUPPORTS TYP. • i a Ir 4 • r a GENERAL NOTES: 1. THE MANHOLE FRAME AND COVER SHALL BE THE CITY OF LACEY "LOGO" LID SEE DETAIL. 2. A SEWER GUARD SHALL BE INSTALLED IN ANY MANHOLE SUBJECT TO FLOODING. 3. THE PLACEMENT CIF THE VALVE ASSEMBLY SHALL BE DIRECTLY BELOW THE MANHOLE FRAME AND LID. 4. PIPE, FITTINGS AND VALVES SHALL BE SCHEDULE so Pvc. DG7-2C.1.DWG CORE DRILL AND INSTALL LINK SEAL LS 300 6" 5/8" CRUSHED ROCK COMPACTED MY OF LA EY, WASHINGTON DEPT. OF PUBLIC WORKS r"+ INLINE PIG CA1C HER ASSEMBLY APPROVED DWGL NO. . S 7-20.1 DESL DWPL CKID. GATE P W WHO RAS 08/24/2017 W w C� � Q W Gj Z Q � Z Q or LAJ •- CLOr-,m �0) W c:1 v) VOco Q Q m � a CO CL a o c Q cc N� O N Luj c 0 Z � � � � � I � L w z N N Lo `= Z J m co J � � U to (n U 4 cm 3 m\ a �1 0 It LoC o -Avoo S ?j� N Z O o O U (7 14- _ a Z �, E Lo� W W i •3 v rZ y d W Z W J_ Lo � o % lI III �\ N U _ ITI -N CD \\ (5 � III ITI T m �� � Q 3 III 0 ° III III m E i CD 0 In 0 JKA PROJECT NO. 2402 DRAWING NAME 2402—Cl l.dwg C12.0 0=\CIVI�30 PRO]\Z�f02\DWG\P�01"5hEE1"5\CIVIC\Z�f02-CILOWG EDGE OF 2.5' MIN. HOUSE + -0" TAIL ABOVE GROUND STANDPIPE PVC C.O. DOUBLE — SWEEPING TEE FROM HOUSE FERNCO COUPLING OR APPROVED EQUAL WATER TIGHT CAP TYPICAL IN PROTECTED AREAS NON -PROTECTED AREAS (LAWNS, ETC.) REQUIRE SERVICE BOXES {CARBON OR RICH} EXISTING GROUND 14 GA. CLIPPER TONING WIRE WRAP ONCE AROUND CLEANOUT NEW 4" PVC SEWER LINE (TYP) (3034) SDR 35 2% MINIMUM TO 6% MAX SLOPE TO TANK- PER UPC FERNCO COUPLING OR * TONING WIRE ON SIDE SEWERS CASE APPROVED EQUAL BY CASE AS REQUIRED BY THE LJ DIRECTOR OR HIS/HER DESIGNER. N OTES: I. MINIMUM SLOPE VARIES WITH PIPE SIZE HOUSE DRAIN DEFINITION: "HOUSE DRAIN" PR "BUILDING DRAIN" MEANS THE PIPE USED FOR CONVEYING SEWAGE FROM THE BUILDING TO THE CLEAN -OUT OR TO A POINT 2.5' BEYOND THE OUTER LINE OF ANY FOOTING, PILING, BUILDING SUPPORT OR PORCH UNDER WHICH IT MAY RUN; &ETHER SUCH DRAIN CONSISTS OF ONE LINE EXTENDING FROM THE BUILDING OR OF TWO OR MORE SUCH LINES. YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, CITY OF YELM, THURSTON COUNTY, WASHINGTON STEP TANK INLET BAFFLE Ap Ma�1 SINGLE SWEEPING TEL RANGE 02 E, W.M., USE 1" UNION TO CONNECT TESTING APARATUS FOR PRESSURE TESTING SERVICE ANTI SIPHON VALVE FIBERGLASS LID WITH PROPERTY LINE 18" MIN RISER HEIGHT TYPICAL WITH ALL STAINLESS STEEL NON -TRAFFIC BEARING TANKS, 24" MAX SCREWS AND UNLESS DETERMINED BY CITY, NEOPRENE GASKET 1" DIA.PVC HOSE AND LEAVE ALL WIRE TO ALLOW FOR PUMP VALVE ASSEMBLY ORIENT REMOVAL BALL VALVE AS SHOWN. ELECTRICAL SPLICE BOX WITH CORD GRIPS ALL BALL VALVE SHALL BE CONNECTIONS SHALL BE MADE WITH HEAT WITHIN 12` BELOW UD SHRINK BUTT CONNECTORS 24" PVC RISER SLOPE GROUND AWAY FROM RISE 30" DIA. RIBBED PVC W/LID 1 D" FROM TOP OF RISER TO RISER WITH NEOPRENE GROMMETS 14 GAUGE OF OF ELECTRICAL CONDUIT HOUSE I INSULATED DIRECT 3/4" EY CONDUIT SEAL ' TONING WIRE - INSTALL BURY TONING WIRE ELECTRICAL CONDUIT INSTALL IN RISER ri RISER CASE BY CAS TO POWER SOURCE EFFLUENT DISCHARGE 2' MINIMUM SETBACK �, 2-PART EPDXY OR APPROVED 1 GAP EQUAL, USE ORENCO RISER 0}lERE I BETWEEN SIDEWALKS.SETBACK LIQUID TANK ADAPTOR FOR CONCRETE PORCH DRIVEWAYS, AND STEP ONE WAY LEVEL.ALARMON TANKS TANK SWEEPING - 3 5 OFF 1" PVC FLOAT ASSEMBLY CLEANOUT WALK d. INLET T" AS SET BY CITY OF YELM y.. 2' UTILITY o M SAFETY 5' MIN. 'CONCRETE', ¢°� 1-1/4" DIA, INLET HOLES Q y EASEMENT DRIVEWAY _� ;; y ORIFICE AROUND PERIMETER OF VAULT 4 4" DIA. PVC FLOW INDUCER 4 * P n PVC BIQTUBE 10' UTILITY EASEMENT BAFFLE d � • aA d _ .. SUBMERSIBLE EFFLUENT 5' SIDEWALK ORENCO TURBINE 10 GPM THE MATERIAL FOR DUPLEX AND CLASS 1 DIVISION 1 P.10 0511 OSI PUMP WITH INSTALLATIONS WILL VARY. THE CONTRACTOR SHALL MEET S.O. POWER CABLE AND CONCRETE ° A fi"..IM1CK e 8 THE INTENT OF THE INSTALLATION REQUIREMENTS SHOWN IN 1/8' BY-PASS ORIFICE DRIVEWAY ' . -a `CQWRETE ad Y, . 6' PLANTER STRIP THE TYPICAL STEP INSTALLATION, IN THE DISCHARGE HEAD .. • APPR*A 1' CllRB 5' MINIMUM SETBACKS FROM PROPERTY UNE, HOUSE FOUNDATION, AND PORCH FOUNDATION TO TANK CITY OF YELM APPROVED BY DWG. NO. CITY OF YELM APPROVED BY DWG. NO. SETBACK DETAIL TYPICAL 1,250-1,500 GAL. RESIDENTIAL PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DATE DATE DATES-9 DES,M#�o ° KDDMM DES. °WN�1KD KODMM }�KD 10/2019 I CONCRETE TANK INSTALLATION 10/2019 21 °D RIBBED PVC RISER W/ BOLT ON FIBERGLASS LID BY ORENCO OR EQUAL CARBON FILTER - EXISTING GROUND ---, 1" AIR RELEASE VALVE OR 2" COMBINATION AIR RELEASE ALVE & VACUUM VALVE 2" RIGID FINISH GRADE SHALL INSULATIGN f BE WITHIN 1°± 1/4' OF TOP OF LIP. 14 GAUGE TONING WIRE 1/2" PVC TRUE UNION BALL VALVE 1" PVC TRUE UNION BALL VALVE {� SLOPE UP 1" SCHEDULE 40 PVC 1" PVC ELL. SLxTH 1" SCHEDULE 80 PVC 1PT NIPPLE SELF TAPPING PVC SADDLE ROMAC MODEL 304 OR EQUAL PRESSURE SEWER MAIN NOTE: PLACE IN A NON -TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT WELDED. CITY TO FIELD LOCATE. TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE 3 1-MAX. POLYPROPYLENE STRAINER MINIMUM OF 8'I OF PEA GRAVEL BACKFILL FOR DRAIN APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE 12 DES.MKO DWNMKD KDDMM DATE 1012019 FINISHED GRADE 30"0 RISER ALARM HIGH LEVEL 3 5" ON 3.511 OFF REDUNDANT OFF 3'S" coo PVC BIOTUBE STEP TANK / 1 '; - 6" MIN. BEDDING NOTES: 1. 1,000 - 1,500 GAL. TANKS APPROVED BY h ' CD Lo FLOAT SETTING VAULT DIMENSIONS PUBLIC WORKS DIRECTOR DATE 4LAO FOR SIMPLE? PUMP VAULT DES, BWN KD. MKD 1�K0 DMM DWG. NO. 5-13 DATE 10/2019 w w C� � Q W Gj z Q � Z m ��00 CN W cz, VMOQ Q -V NO r1W ^- �__jI ^ a m LLQ Q. Q Q_ 1� l N o� 0 0 z w z O N N O � � cry `= Z � J m m J U to to U 4 3 m a �1 �+ 1 L0C o �yy N U Z C U 'a Z �, E o, L� W W iM'3 N a Z U w Z W J L0 o III �\ N U - III -N O 7) �\ 00 III III T CY) III III Q �\ a 3 III O O a III III m E p O U III \� Ln a JKA PROJECT NO. 2402 DRAWING NAME 2402—C11.dwg C12.1 0--\01/100 PROJ\e4O2\OWG\P�01"5llaf5\CIVIC\e4Oe-CII.OWG WIT I MIN. NATIVE OR SELECT -.. BACKFILL AS DIRECTED BY = = ENGINEER. � fi, - a W cn BEDDING MATERIAL FOR CONCRETE TANK SHALL BE PER MANUFACTURE SPECIFICATION CITY OF YELM APPROVED BY DWG. NO. CONCRETE TANS BEDDING PUBLIC WORKS DIRECTOR DATE DATE 10/2019 DES,MKD DWN MKD f(DDMM VALVE NUT EXTENSIONS REQUIRED TO BRING NUT TO WITHIN 24" OF THE SURFACE VALVE BOX, RICH NO. 910 OR EQUAL W/ COVER MARKING TO READ "SEWER" 1 1j2" CLR. 2" ASPHALT OVER 4" ' .", ` y" 1� CONCRETE SLAB 21 x 2' TONING WIRE, BRING TO SURFACE CENTERED ON VALVE w/ IN VALVE BOX 4-#4'5 EACH WAY TOP DRILL 1/2' HOLE OR SLOT FOR ARE 6" PVC PIPE ASTM D-3034 (WHITE) GATE VALVE, MJ x MJ PVC SEWER MAIN 2 - #4 BARS DO NOT COVER BOLTS W/ CONCRETE: e� UNDISTURBED SOIL �u CONCRETE SUPPORT BLOCK FOR VALVES 2" AND LARGER r�j.,I CITY OF YELM APPROVED BY DWG, NO. 5-21 TYPICAL SEWER MAIN LINE GATE VALVE PUBLIC WORKS DIRECTOR DATE DA 10 DES, Mf�D12019 D"}�KD KD. DMM 0 n Z r YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON 8" '-p" MARKING TO READ "SEWER" WITH COVER RICH NO. 91 D VALVE BOX, $" (TYP.) #4 i* ?° O.C. EACH WAY TOP 2 ASPHALT OVER i,...F.•'.' •F _ .'.p•'.. :': Y.".'a.•':0 '.:�:��7.•':�'':7 '.:4:�.r ".'a 4" CONCRETE WITH #4 REBAR VALVE NUT EXTENSIONS REQUIRED TO BRING NUT TO PVC PIPE WITH PVC PIPE ASTM WITHIN 12" OF THE SURFACE. THREADED PLUG p-3034�(W4HITE) DRIP 1 /21' HOLE OR SLOT FOR fi WIRE 2"0-90' BEND SIZE AS MAIN (MJxMJ) GATE VALVE SHALL BE SAME TONING WIRE BLOCK AS R EJUIRED CONNECT CONCRETE TO MAINLINE USE a P EXPANSION FITTINGS s. 4 . A• nb , f 4. J L . 4 6' ,a SAME SIZE SEWER MAIN-J a - JOINTS, PIPE TO BE SCH 40 PVC PIPE FROM VALVE W/SOLVENT WELD FIBERGLASS LID WITH STAINLESS STEEL BOLTS AND NEOPRENE GASKET 5' MIN (TYP,) 1't1/4" ALL LIDS 2' MIN FINISH GRADE SLOPE rO NArI �GRApE NATIVE 14 GAUGE COPPER DIRECT PVC RISER, GRADE BURY TONING WIRE, 2'-O" ORENCO SYSTEMS, TAIL INTO RISER INC., OR EQUAL STEP TANK ORENCO TANK TO RISER ADAPTOR NOTE: RISER AND LID SHALL BE 30" ON ALL PUMP VAULT INSTALLATIONS. CITY OF YELM RISER (NON -TRAFFIC RATED) APPROVED BY DWG. N0. PUBLIC WORKS DIRECTOR DATE 1$ E$ MKD DWN MKD KO. DDMM DATE1/2019 w w C� � Q �w o Lij z Q � z ¢ or 0 �0000 00 CN W cz, VOcj uj co ¢ m� Od-� a CO m�¢ ¢ E- O N LW c 0 z w z O N N O � � cn � J m m U to to U cli 3 to a �1 �+ 1 L0C o �yy N U Z C U �a Z m E L� w W IIM'3 N a z r y d W Z W J Lo o In II III �\ N U _ -N o `\ III III 00 T ol III III 3 III O O U III III m E p o U III \� Ln 0 JKA PROJECT NO. 2402 DRAWING NAME 2402—C11.dwg C12.2 0--\01/100 PROJ\e4Oe\OWG\r�Of5llaf5\CIVIC\e4Oe-CII.OWG MAINLINE CLEAN 30'0 RIBBED PVC RISLR WITH FIBERGLASS BOLT ON INSULATED LID REDUCER (GASKET x GASKET) C.I. GATE VALVE (MJxMJ) DIAMETER SHALL MATCH UPSTREAM PIPE SIZE A 5EE7-23 MAINLINE PIPE IPS PVC W/ GASKET TYPE JOINTS CITY OF YELM FAIN LINE CLEANOUT PLAN YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON GATE VALVE (FLxFL) DIAMETER SHALL MATCH PIPE SIZE PVC TEE (GASKETxGASKETxSQ APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE )ES. DWN KD. DATE MKD MKO DMM 10 j2"_d 9 FIBERGLASS BOLT -ON LID FINISH GRADE BLIND FLANGE ATTACH PIG LAUNCHER C.I. VALVE BOXz — SCH 80 CAP HERE (TYP. EACH VALVE) m 9 p \f r ' PROVIDE 3' � Ti OF SLACK O m '-On I TONING WIRE R 1 I TYP. PVC RISER y =�.F11 C.I. GATE VALVE FLxFL CONC. THRUST ° " m 8 PEA BLOCK `� GRAVEL MATCH DOWNSTREAM PIPE CONC. THRUST m 90' BEND DIAMETER BLOCK o 5CH 40 PVC SCH 40 PVC SCH 44 PVC PVC SL x FL FITTING { Wf SOLVENT W% SOLVENT W1 SOLVENT o WELD JOINTS WELD JOINTS WELD JOINTS m ELEVATION A N CD w _ CAP W/ 2"0 THREADED NIPPLE IN TOP FLANGED END (FLxSL) POOL (SLxSL) 2-0 OVER OWNSTREAM PIPE DIAMETER CONCENTRIC REDUCER (SEE NOTE BELOW) (SLxSL) DOWNSTREAM PIPE PLUS 2„0 FLANGED END (FLxSLQ NOTE: CONTRACTOR SHALL PROVIDE 1 LAUNCHER FOR EACH PIG PORT INSTALLED. USE SCSI 80 PVC UNO SOLVENT WELD ALL F171NGS. CITY OF YELM PIG LAUNCHER APPROVED BY DWG- NO. PUBLIC WORKS DIRECTOR DATA )ES. OWN DWNMKO KDDMM DA 0/2019 w w C� � Q �w o Gj z Q � Z ¢ or 0 LL.I C0) 0) W c� VOco ¢ m� o a co a ca CL ¢ c E o� V5 ui z w z 0 N N O � � z cry `=Ll cn J � > m m 0 U to to U 4 3 to a �1 �+ 1 L0 o U Z C U �a Z m E L a W W iM'3 N a z .� 0 w z Ill J Lo o In II III �\ N III O `\ 00 ITI III T ol III III 3 III O O a III III m E p O U III \� Ln a JKA PROJECT NO. 2402 DRAWING NAME 2402-C11.dwg C12.3 0--\01/100 PROJ\e4O2\OWG\r�Of5llaf5\CIVIC\e4Oe-CII.OWG APPROVED METER BOX LID - *FLUSH COVER WITH PLASTIC OR CAST IRON READ DOOR BOX- *OLD CASTLE BOX 1118BCF *OR PRE APPROVED EQUAL SERVICE SADDLE ROMAC 202S OR ROCKWELL 313 METER BOX 1% 1" FORD GRIP JOINT CORPORATION! STOP TYPE FB ' 1101 11" 1" PLASTIC LINE (USE 200 PSI DR7 PHIIlIPS DRISCO PIPE 51DO POLYETHYLENE PIPE) METER CHECK VALVE i$ 2% SLOPE TO BOX 24- 0 LIDGIL OF BOX CURB ❑ 4 a 12in a V d h 4 14 GAUGE INSULATED COPPER TONING 1Z WIRE WRAPPED AROUND THE PIPE (SEE GENE L NOTES IN 7� \—A,Y. FORD B61-444-G, GRIP JOINT MCDONALD MFG. CO 720 221/2 BY LP THREADS. SERIES METER SETER 5/8"X3/4" + BRASS BUSHING 1"X 15° TALL UFR METER SETTER WITH %"X12" BRASS NIPPLE CHECK VALVE AND UNION NUT AND SWIVEL FOR CONNECTING 1" IRON PIPE OR EQUAL 1"x 1" FORD GRIP JOINT CORPORATION STOP TYPE NOTES: FB 1101 1. STAINLESS STEEL INSERTS REQUIRED SERVICE SADDLE FOR ALL PACK JOINTS AND GRIP. 2. ALL SERVICE SADDLES SHALL AND FITTINGS SHALL HAVE I.P. THREADS, CITY OF YELM APPROVED BY DWG_ NO, 5/8" SINGLE METER SERVICE PUBLIC WORKS DIRECTOR DATE DATE DES,MKD DNMKD KID 44 - 12/2016 TOP VIEW HYDRANT LOCK I� LIMITS OF PAYMENT ClMIN, PAINT HYDRANT SUN WEATHER SHIELD AND 'Li GRADE HYDRANT LOCK YELLOW HIGH BONNET ENAMEL # 13312 2 1 /2" HOSE CONNECTION WITH THREADS HYDRANT OFFSET 4 1/2" STEAMER COIECTON 2 — WITH NST THREADS & M" STOR2 SEE VALVE BOX AND ADAPTER STYLE S-37 W/SC CAP VALVE STEM DETAIL- 4-11 „ 6, �4 GROUND STANDPIPE TO SUIT E TRENCH 3' MINIMUM 6" FLANGED FIRE DEPTH HYDRANT TEE EACH PIPE JOINT 6" #1106 EBAA IRON, INC. g" MEGALU . P 6" CLASS 52 DUCTILE IRON PIPE r. CUT TO LENGTH 6" GATE VALVE, FL X MJ SEE NOTE BELOW = VARIES 4"X8"Xl6" CONCRETE BLOCK HYDRANT SHOE BACKFILL TO TOP OF DRAIN RING HOUSING BOLTS WITH 2" WASHED ROCK AS SHOWN PLASTIC BARRIER BETWEEN 6' X 6' SHEET OF 11 MIL. PLASTIC OR CON- STRUCTION THRUST BLOCK AND TEE FABRIC, COVERING 2" WASHED ROCK CONCRETE THRUST BLOCK CAST -IN -PLACE AGAINST NOTES 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, CLAW MEDALLION OR AMERICAN AVK SERIES 2780 OR MUELLER CENTURION 3. GATE VALVES SHALL BE RESILIENT WEDGE NRS NTH 0-RING SEALS. VALVE ENDS SHALL BE MECHANICAL JOINT BY ANSI FLANGES. VALVES SHALL CONFORM TO AWWA 509-8C. VALVES SHALL BE MUELLER M&H, KENNEDY, CtOW 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. 4-7 PUBLIC WORKS DIRECTOR DATE FIRE HYDRANT DATE DES. MKD DWI KD. MKD JEG 12/2016 YELM PLAT - CIVIL PLANS A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 02 E, W.M., CITY OF YELM, THURSTON COUNTY, WASHINGTON SERVICE SADDLE ROMAC 2025 OR ROCKWELL 313 m 1" x 1" FORD PACK JOINT OR GRIP CORPORATION STOP 4 I" POLYETHYLENE LINE BALL VALVE (CURB STOP) WITH PACK JOINT 2% SLOPE TO BOX 24 TO EDGE OF BOX CURB ° . . ...... . 14 GAUGE INSULATED COPPER TONING WIRE WRAPPED AROUND THE PIPE (SEE GENERAL NOTES NO. 7) r 1" x 1" FORD PACK JOINT I CORPORATION STOP TYPE FED 1101 1" PLASTIC LINE (USE 200 221PSI PHILLIPS DRISCO PIPE 5100 POLYETHYLENE PIPE) FORD B61-444 BALL VALVE WITH PACK JOINT & SERVICE SADDLE FEMALE I.P. THREADS NOTES: 1, STAINLESS STEEL INSERTS REQUIRED FOR ALL PACK JOINTS AND GRIP. 2. ALL SERVICE SADDLES SHALL HAVE RUBBER GASKET AND I.P. THREADS. 518"DUAL METER SERVICE #4 REBAR TO MEET ASTM A615 GRADE 60 FY=600OPSI COMMERCIAL CONCRETE PAD -8'x3'x4"(IF OUTSIDE PAVED ROADWAY) PAVEMENT TRNC FLOW 250 WATER CONNECTION APPROVED METER BOX LID - *FLUSH COVER WITH PLASTIC ON CAST IRON DOOR BOX - *OLD CASTLE BOX 1324BCF *OR PRE APPROVED EQUAL 24" METER -J CHECK VALVE ZA- MCDONALD MFG. CO. 720 SERIES METER SETTER 5/8"X3/4" METER 15" TALL UFR METER SETTER WITH CHECK VALVE, UNION NUT AND SWIVEL FOR CONNECTING 1" IRON PIPE z,".-43 BRANCH PIECE, OR EQUAL 7 1/2" WITH MALE i.P, INLET AND COUPLING FOR CONNECTIONS TO METER SETTER APPROVED BY DWG, NO. PUBLIC WORKS DIRECTOR DATE 4-2 }ES MKD QWNMKD KDJEG DATE1/2016 } BROOK SERIES 36 CONCRETE } :i: ,w :.� 1. •'i ;�. _ _ - _ �r +' 3' • i _ r r 5-0" 1.5' I 5" MIN. METER BOX- KUPFERLE #77 HYDRANT OR APPROVED EQUAL 910 VB VALVE BOX WITH 42" MIN. COVER LOCATE COVER SEE WIRE NOTE 1. 2" DIA. BRASS 5 O' DUCTILE IRON COMMERCIAL CONCRETE PIPE THRUST BLOCK 2" THREADED CAP WITH 2" I.P. FLANGE (TYP) THREADED TAP - SWING JOINT AT BASE :-:;'-1-` 4F HYDRANT : r 2 DIA. BRASS 2" GATE VALVE SHALL BE EQUAL WITH 2" SQUARE M & H STYLE 4067 OR OPERATING NUT (COUNTER CLOCKWISE OPENING) SEE NOTE 2. "PIPE BEDDING TO 2" ABOVE PIPE UNDISTURBED EARTH NOTES: 1, VALVE BOX AND COVER SHALL BE PER YELM VALVE BOX DETAIL 6-11. 2, WATERMAINS WHICH WILL BE EXTENDED IN THE FUTURE, THE VALVE WHICH OPERATES THE BLOWOFF ASSEMBLY SHALL BE THE SAME SIZE AND INSTALLED ON THE MAINLINE AND PROVIDED WITH A CONCRETE THRUST BLOCK. 36' MIN, DRAIN ROCK FOR DRAINAGE THRUST BLOCK CAI I Y OF YtLM APPROVED BY DWG, NO. PUBLIC WORKS WN DIRECTKID DATE 2" BLOW -OFF ASSEMBLY DESDAR MKD MKD JEG 12/2016 CONCRETE THRUST BLOCK (TYP) TAPPING VALVE FL x MJ ' LSTAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS SHOWN BELOW -RIGHT. GROUND GATE VALVE FL x MJ TEE—, 1/3 DIAMETER OF PIPE CONTROLLED DENSITY BACKFILL 2' POURED WIDTH OF TRENCH SOLID BRICK SUPPORT CONCRETE THRUST BLOCK NOTES: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. MJ CUT IN TEES SHALL NOT BE PERMITTED. 3. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. ko CONNECTION TO EXISTING MAIN APPROVED BY DWG. NO. PUBLIC WORKS DIRECTOR DATE 4-10 )ES. MKD BWNMKD KIDDATEDA 12/2016 11 RECESSED HANDLE TYPE COVER INLAND FOUNDRY #248 VALVE 3' x 3' x 4" CLASS 6 3/4 BOX WITH "WATER„ CAST IN 3000 CONCRETE 10 8 3/4" LID 0R OFCO 910 PAD SECTION OUTSIDE PAVED AREA TRACER WIRE SEAL WITH AR4040W 11--� ACP CSTC Ir a I I � $R7777 M {' BALLAST 0.5' CONCRETE CL 3000 Ir INSIDE PAVED ROADWAY NOTE: ALL VALVES MUST HAVE 14 GUUGE INSULATED COPPER TRACER WIRE TIED OFF AT VALVE BODY, EXTENDED OUTSIDE PVC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BOX. VALVE STEM EXTENSION LEGEND C VALVE OPERATING NUT OR 1 7/8" X 1 7/8" X 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. C 3/16" Thk X 5 1/5" DIA STEEL GUIDE PLATE WELDED TO RISER SHAFT. ® 2"X2"X 3/16° SQUARE STRUCTURAL STEEL TUBING TO FIT OPERATING NUT. LENGTH AS REQUIRED. �--' FINISHED GRADE +, r 10" OR 18" 6" SDR 21 PVC PIPE CONFORMING TO ASTM 3034, RISER PIPE TO BE PLUMB AND CENTERED OVER VALVE STEM. .-� 1 4" I VALVE STEM RISER REQUIRED WHENMAX. 36" IS EXCEEDED (LENGTH VARIES) TRENCH BOTTOM GATE VALVE SHOWN -SIMILAR INSTALLATION REQUIRED FOR BUTTERFLY VALVES. NOTE: ALL WELDS TO SHAFT SHALL BE 1/4- FILLET WELD ALL AROUND. CITY OF YELM APPROVED BY DWG. NO. STANDARD VALVE BOX PUBLIC WORKS DIRECTOR DATE DATE 4-11 40. DES. MKD DWNMKD rKI-JEG 12/2016 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 UNDISTURBED SOIL NOTES: I. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 2, NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR OBJECTIONABLE MATERIALS, IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL COMPACT READILY COMPACT. 3, NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS 4-INCHES. 4. PIPE BEDDING MATERIAL SHALL BE SAND OR OTHER CITY APPROVED EQUAL. NO SUBSTUTIONS WILL BE ALLOWED WITHOUT WRITTEN AUTHORIZA11ON FROM THE CITY OF YELM. 5. WHERE NATIVE MATERIALS HAVE BEEN DEEMED UNACCEPTABLE BY THE CITY, TRENCH BACKFILL SHALL MEET THE WSDOT STANDARD SPECIFICATIONS FOR THE PIPE TYPE BEING SPECIFIED. CITY OF YELM APPROVED BY DWG. NO. TYPICAL WATER MAII+N TRENCH & PUBLIC WORKS DIRECTOR DATE �4-15 BEDDING DES,MKD DIMKD JEG DA12/2016 C� Q W 0 Of L.LJ Q i= C� Q Q CLOr-0 �oo00 W c � �i:E Z VOQ U DO V OD O O an 14-CL CO COIL Q cl: ig N� O N LLJ c z w z N cr) z v, Ncn � � J � � m � m m 0 J W cc 2 U m m U N (n U r a ry � U Z O U .o Z_ �' g I t W _ L0 3 Z_ 0 w W J_ o III �\ U III CV (D \ (/7 III III 00 T 0) III III a v III ITT ' 0 0 mE III Ti III O u) U �� m o / m � JKA PROJECT NO. 2402 DRAWING NAME 2402— C11. d wg C12.3 0=\CIVI�30 PROJ\Z�f02\DWG\P�01"5hEE1"5\CIVIC\Z�f02-CILOWG