Loading...
HomeMy WebLinkAboutzS-4048Set00 O I 0 IN ICJ r I I I I i X 0 z Q 0 U cn Q rn N N O N rn N N E Q 0 0 3 N 0-) 00 / 0') 00 i CD CD CD 00 / U N 0 0 Q li! < Lq a) a L. N 0 25' 50' 100' SCALE: 1 "=50' FLOW SPREADER FOR UPSTREAM BASIN ASBUILT COMPOSITE UTILITY PLAN OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SEE SHEET 24 FOR OFFSITE STORM EXTENSION I ' I DALPAY JAMES W JR DYKEMAN ROBERT E EX POWER POLE TO \ 778800-0070 I l � I I 334510-0510 � BE TO BE RELOCATED . \ 1 DIAZ JOHN M & TRICIA E I DALPAY JAMES W JR UNDERGROUND ALONG 3345100450 PROJECT FRONTAGE. ; \ TRACT D 15' 334510-0460 PS El 3 L... _ I I DALPAY PROPERTIES l DALPAY PROPERTIES L L C_, ; �.� �..••.. 334510 0511 Lso. ..... ........�.-..-.-.-.-_..-..--- - _ # 6 ......... L L C 0423059234 .... ..344.. � .. 35fl ..... --_---------- --- \ — — — — — CB#2 ; B 2 .......... ...::....... �, i — --- ------ ---• 1. .. 50 _ -- BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 POWER NOTE: EXISTING OVERHEAD POWER ALONG THE FRONTAGE OF UNION AVE NE SHALL BE RELOCATED UNDERGROUND. 1 RECORD DRAWINGS AS BUILT 4 SURFACE DRAINS NO. REVISION UTILITY CROSSING NOTES: 1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. UTILITY SEPARATION NOTES: 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. TJS 1/12/22 BJT suRVEym: DESIGNED: TJS TJS 1 14 2 BJT DRAWN:TJS CHECKED: BY DATE APPR APPROVED: BJT SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. WALL DRAIN KEYNOTES: CONNECT FOOTING DRAINS. DAYLIGHT WALL DRAIN 6" DIAMETER ROCKERY SURFACE DRAIN SURROUNDED BY CLEAN WASHED -" DRAIN ROCK. SEE DETAIL ON SHEET 15. ®COMBINED WALL DRAIN AND ROCKERY SURFACE DRAIN DOWNSTREAM OF ALL ASSOCIATED ROCKERIES. VERnCAL• NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M AO % % CITY OF PRI RENTON Nksliv Planning/Building/Public Works Dept. 36' SPu WATER IIA --T --N.0 ill.... Mil.- l j Q cli _ l — ? EX POWER POLE TO co..: I l BE REMOVED. POWER O TO BE RELOCATED l O UNDERGROUND ALONG O - — — — — — —L - PROJECT FRONTAGE. •.1r.:p: X SSMH#10411 00 00 TAB . . Qx ph z 423 p �� L �� NACD • II 2/ 7/2022 88G20-0050 V 0 ur iu lw� J I GPpp�O i O OHO O n-+ p��'$� +� m Z3 t 0 e uF'.I Z '~ n I KANG THOMAS 880920-0030 C W N j -00 .I° X SSMH#10476 00 (N or)N 1.0 4 1,9 WONG WAI KAI r L0 4-7N 880920-0020 O N � Ln in 510Y� S-404801 W-404801 1 d R-404812, IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT COMPOSITE UTILITY PLAN FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 Q w LIJ U co Q 00 T oc w %p ` DATE: 2/7/2022 m O FIELDBOOK: PAGE: (� L. J DRAWING NO: W Q v, SHEET: 1L ^ OF: � u— m .z N N CD N N Iv E I - a 0 0 co ro 00 / rn r) 00 / CD CD CD 00 U .O 0 O FIRE FLOW LIMITATION AND RESIDENTIAL THE CONTRACTOR SHALL CONTACT SPU CREW CHIEF RICHARD COX AT (20684 (Richard.CoxC�ASeattle.gov) fx 00SBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL FIRE SPRINKLER REQUIREMENTS A MINIMUM 72 HRS PRIORRIOR TO TO ANY POTHOLING AND ANY "::I- EXCAVATION IN PROXIMITY OF SPU WATER MAINS. O N 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW OF 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO ALL WORK IN PROXIMITY OF AND ALL CROSSINGS OF SPU 1,240 GALLONS PER MINUTE (GPM). WATER MAINS MUST BE SUBMITTED TO SPU ENGINEERING N DEPARTMENT FOR APPROVAL. POREST TERRACE PLAT AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE CONTACT: PAJ HWANG, P.E., SENIOR CIVIL ENGINEER REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL SEATTLE PUBLIC UTILITIES ENGINEERING AND HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. TECHNICITH PO BOXA34108, SEESATDE, WA 98124-4018 A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. ON 2 APPROVED . LOTS IFIRE ASPRINKLER ND 13 ESYSTEMS DUUIRED O TO ONGBE PDEAD PED WEND TEL:(206)386-4198 EMAIL: Paj.Hwang@Seattle.gov ROAD. _ CITY OF RENTON, KINGCOUNTY, WASHINGTON BEARING PAD JL ELEVATION (TYP) j 15' ACCESS - - - - - - _ _ - _ _ - - - _ �/ / 3 aa� ROAD \\' 36Z4 _----- ---- . _ \ - - -----------------------�76_LF 8" DI SS.. 00 TRACT A . d 373.40 - ` rn - d 1 �-u 375.40 ' 0 10 20 40 ---- \ 3 $ t\ �I 4' (TYP) = \ �.... , 3�.. SSCO#1 f ��.-- . SCALE: 'I 20' 0+40 I 0+47 f ,�'' 12" 4.. 8„'. .:.��...;: � .STO'RM :..:::� RIM®C0=3�3-�2.377.53 I / ;.;::`,.\.... o.. LF i Ti 377.8 .. -............�1- LF DI :38 IMR ®CO 3 �- _6.46a68IE-3�i-4�366.14 �F S-16.05% i 36� S-22.40%45 A. °. ... °. ...,.. ° . a .a VI ' I .. tea.... •"• •. WI Q 7 s. _ - A._ - J ��I " �� 65 LF 8"..DI" •... / 56LF _�:. --.d :d 8 + `i �, SSMH�k4 6 I . °r 4 . � ` `\ WI r w....... � o _ _ --------------- '_ W 260 LF 8" PVC S IVE 7TH PL.. ` \ ° �e� ,,_-- ,; _- _____ 386_ ..... r�;� a U co Ih.. g" PVC SS . Q W `t I 24" STO S�H�J LF Qd� i _ = 392------------- ------ - Lu id L J w 4 SSCO 23 ........... �- ..-...... 3•�0 0+17#.. SSCO#2 ..... oC -.............. 0+29 O 22 L=37 ................ ... 23.'•-' RIMOCO=37#48r37.113�� L=37 w 372:00 374.00 Z4 '...............RIM®C0=37624379.95. IE=371-66-.3.69.11 _ 375.80 ... I E 3�z`'-8� 37060 M `3;k•. S=27.39% •.. f ' til W5 0 375 370 '© D 355 SEE SHEET 48 FOR CONTINUATION I;l..... .... li Jf III I -_ ' I 36 00 I CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. ---L - - _ i I �T Li --- I F I _ r I �rr�-H ­1 MIA E OW "i-r�aFj J WATER MAIN FITTING I NrS Illi; EX 36" MERCER ISLAND DATA TABLE ©STA. 12+38.99, 3.08' RT - - - _ _ _ f111' WATER MAIN 35+75.54 11.60' OSTA. ���;-T� LT INSTALL: 1- 8" 11-1 /4' BEND (MJ) INSTALL: CONCRETE BLOCKING 1- 8" 45' BEND (RJ) ` ---. I I ` �, CONCRETE BLOCKING O STA. 13+18.39, 7.00' RT •.......• ••• �•1•I••.•.••.�; EX 8" WATER 5. 10+29.91, 68, QSTA. RT INSTALL: 1- 8 11-1/4' BEND 130 LF OF I I I I EX 8" SEWER INSTALL: 1- 8" 45' BEND (RJ) CONCRETE BLOCKING 8" RJ DI CONCRETE BLOCKING � II .... I I I I I 10+ 7716,d 5�61 �, NE 27TH PL QSTA. INSTAL19 L: RT -t - 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 I I W I I 1-8"x6" TEE (MJxFL) EX 8" WATER 1-6" GATE VALVE (FLxMJ) 1..... F'�EX 12 STORM CONCRETE BLOCKING ,....••� II f . • . O STA. 11 +55.25 8.53' RT INSTALL: 1- 8" 11-1 /4' BEND (MJ) CONCRETE BLOCKING rr•. Z'.. "..... II'r EX CATCH BASIN QSTA. 12+00.00, 6.66' RT 7I EX 12" WATER 1NST8LLGATE VALVE (MJ) dC- I 5I ; I EXISTING FIRE $5 00 cD g r; HYDRANT. SPECIAL NOTE - I �I.......... �:�'0 .�. �.� LOTS WITH A FINISHED FLOOR ELEVATION SEE SHEET 48 INDIVIDUAL PRV ASSEMBLQY IRE TO BE THECE FOR CONTINUATION AT THLE LED TIMENOF BUIILD NGTI PERMISERT PER C.O.R. STD 340.5 KEYNOTE: QCONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS NOTE:HIGH PT STA = 10+51.74 ROADWAY FINAL SUBGRADE SHALL BE __ 381.41 ESTABLISHED AND COMPACTED BEFORE Z __ THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. „_ , - r) , �� zo - co 0 L:I i Lu ui _ 4 5 2 5 " 1 6 2 7 3 I ER 1 -- _- - - - - - - - 0 SEWER i 6 i WE I� M 0 gn 7 wSTORW-w f , 4T " IE _ _ f " " SSM _ " " _ - , _ , RIM _ .3716155 NE rl PL_ PROPOSED GRADE-1 -302.99 " IE _ --CENTERLINE N 00 N r7 00 n LS7 0- L0 rn rn r'� r7 CD I\ c0 N N m 00 M n 00 00 N CD r') 00 rn 00 � 0) o LO co ^ N 00 M 00 I„D N (p p 4 N 4 M 4 M � 4 (0 L� I� (6 a0 (6 a0 � 00 r 00 � 00 � 0) 4 CTi r- O � o N CV N CV c0 ^ c0 c0 ^ Lfl r., c0 cfl c0 I\ c0 r, CO r-, co c0 [-, c0 r, Q0 ^ r-- I\ r- 00 Il- DO 00 00 00 CO 00 O0 00 00 � r7 I'7 r7 I.7 r7 r'i r7 M �,,.� ro M r') r7 N-) r) I'7 PO I"�rl rl I.7 r7 I'7 r7 f�') M r7 r7 M 00 14+00 13+00 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 12+00 1 RECORD DRAWINGS AS BUILT Me REVISION 11+00 TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT scALE: PLAN: 1 "=20' ,E,T,CAL NAVD 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10+00 AO % • CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. 395 I /I L\ T/P 6" SS=365.52 I SPECIAL NOTE: 1. APPROXIMATE LOCATION OF 36" CONCRETE MERCER ISLAND WATER MAIN (SPU). CONTRACTOR SHALL 390 COORDINATE WITH SPU AND POTHOLE WATER MAIN EVERY 5' TO VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION. LOCATIONS SHALL BE MEASURED HORIZONTALLY FROM CENTER OF ROAD 3. TAB f 7 WITH DEPTH BELOW EXISTING PAVEMENT. RESULTS - SHALL BE PROVIDED TO ENGINEER TO VERIFY PROPER CLEARANCES BETWEEN EXISTING AND W5 PROPOSED UTILITIES. A PLAN CHANGE MAY BE z REQUIRED. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO THE CITY PRIOR TO THE yF� 423p POTHOLING ACTIVITIES. POTHOLING SHALL BE ,� STATION 31+00 ND 39+00. ONALTL���'\� CONTACTCOMPLETEPROJECT SURVEYOR TO MAR OWEEN 3W STATIONING. 2/7/21 2. SEATTLE PUBLIC UTILITY (SPU) PERSONNEL SHALL BE PRESENT AT ALL TIMES DURING POTHOLING. V E WATER NOTE: V 375 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER CITY OF i d RENTON STANDARDS 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO 7 ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER Z3 t SUPPLY. SEE C.O.R. STD 320.1 •- a) 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM vi (0 AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER i 370 UTILITIES. � uJ c: 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN M SEWER, WATER AND STORM LINES WHERE MINIMUM Q SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE �_ pip N SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR � +� � Q EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL (\I � 3�r SEPARATION. � M � j 5. ALL MECHANICAL FITTINGS SHALL HAVE i i � +-� N RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES m Q N 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING m V co Y r SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS 360 NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 355 S 404802 W 404802 rl- co O O O I c> IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 350 J w (0 U co 00 9+50 = 0 ASBUILT SEWER + WATER PLAN + PROFILE DA2/7/2022 � m FOREST TERRACE PLAT F�BOOK: c! OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: A� oF: A Q v �K7 LL_ m CD N N O N N N E 0 0 N 3 I 00 C c a) rn 00 / CD CD CD 00 U) U .O 0 In O Q < Lq a L. FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS: OF 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW F RE T �''ERRA E PLA �'' 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO O 1,240 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE A PORTION OF SECTION 04 TOWNSHIP 23 N. RANGE 05 E. W.M. REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL > > > HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. CITY OF RENTON, KING COUNTY, WASHINGTON 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH SEE SHEET 47 ROADOVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD END BEARING PAD ELEVATION (TYP) FOR CONTINUATION la I 737260III ....... ..... - ...... ............SSCO#7 SSCO#6* SSCO#5* I SSCO 4 12» STORM" 373.302+23 1+95 370.90 369.70 .........55+10 0+58 "6d _..........44'L=44' ..L1-' 2.00% i 44cL41-'...? 2.00% ........356...... �Q l�L=44' ....... "' - I 376.1Rliv@C0373.83 M©C0=3$374.86 L=4RIM®CO��. ' �'//��■.17 t=370IE 6036747 .2 \� ........ c66S.5A�67Z ... .....358... ----- --------1-0- IE=3�S=.1ow .3788 S=10.92%O 1 An i 4 A r. - W 1 W 1 .-3 t7� / .......... 36 p........ 2 = : $ W .......................... �• U9 ccoI \�..,... 332 LF 8" DI F 181 LF .8. Df � 3 ■ W 1 ��4'g' 366 .... o \� 6" DI SS 0 290 NE 27TH PL 3....... Q.........................362'........� ;� -3�� 0 12" STORM "3' W I.LI r' .. .289-•LF..B�..PVC SS / co Ln 260� LF 8" PVC SS r Qco1 HV.1 co / 6" DI SJ ........... W SSM #6 2 STORM '� 4jw 1 24.".. STORM /...... 24" STORM '........ �... . Z■ 1 ............. \ a . °. /A A - - a i•. e LOY U - �- - - - - - - - - - - - - - - - - - - • - -.- - - - - ■-b`: .- - .e ' = = e -\ . '•^s. ..... a'-r a °.. '•e aa e ^� e ! V . • a• 7 a QI ----------------------- ► SSCO .20.. 68 � "SSCO#16 o w �- .. -... SSCO#17 SSCO#18 ............. 1... 7 1.+77 LL=37' TT ... .. . .... -37 375.45 L=37' 375.79 L=37' 374.15 I 371.98 I""^w= a372.63� • . ��o 3 .. RIMS. ^ _ r................ .. 37;50 15 16 RIM®C0=3(r1- 17 RIM®C0=31 18 I 19 ��o..... "20 IE_3fr60365.49 37385 367.55 IE-378:$�368.07.....37.3.80 IE=359-+8367.65 E 366.55370.50 I 365.73 3�9•s0 370.00 S=7.42% 22. S=13.34%367.76 S=9.75% S=6.41 3iT8....................... I MC MC ! 385 375 370 355 0 10' 20' 40' SCALE: 1 "=20' CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL NOTE: ROADWAY FINAL SUBGRADE SHALL BE 0 10,40' ESTABLISHED AND COMPACTED BEFORE THE INSTALLATION OF WATER MAINS IN ALL CUT OR FILL AREAS. 2112 1 "- ' - NINE IN z O O ACV nr ACV O pri O 00 Z 04 o oKa In cn, 0 o O cn r- r- O pe) n LT) n Lw Lo n �w �w �w 00 r NU (nU mU mU LLI U U U U U) z ia ULu M7:: IBM- PROPOSED GRADE 1 to T a 2 GRADE of-EXISTINC Ilk I� M "' C4Z"' LO 6 - - + _ - -� 0000 3 4 -- ----__ -- -- - _ n M - - ,1 �r- O� I-N - 24 STORM H --- -- - STORM It- IT PVC 0 SSMH#6 SHALLOW STA.- 1- DENT - 564.56" , PROPOSED GRADE-1 95 MPH DES0-SPFFn IE n 364.4 00 GENTERLINE 00 ■ co 1 �^ ,� p in (0r` M i) 00 M � Pr)' �p M c r7 in �^ M co OO O N co �� M r7 c0 M r"') N n CO^ M r7 co 0p r- d �^ M r7 co M M ^ O r- d C;r7 CID^ c^ r7 M r7 r) p r7 (0 M r7 DO O c.0 p N CID M r7 r) OO N 0; N co cDco M N-) r to N 0j N CIDto M r7 <p Oi N CID M r7 r) Oi N co (.0 M co (.0 0) I) co CID M r7 L0 p) � Oi r7 co �I., M r7 � d- C; to � M co M CD C;r7 ^ co^ M In N co N p r7 (0^ M r7 � 0) � p r7 �^ M � M �^ M ' 00 Pr) 18+00 17+00 16+00 15+00 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT Me REVISION TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: JT BY DATE APPR APPROVED: BJT scALE: PLAN: 1 "=20' ,E,T,CAL NAVD 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I - J I 1-1 LL- _ r SITE PLAN KEY MAP a 14+99.77, 8.14' RT & 17.79 RT O STA. TT7 7 C I' 7 AA- RT 0. 1 �T INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING 2 STA. 15+35.31, 7.00' LT INSTALL: 1-8" TEE (FL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING UTILITY CROSSINGS: IE 8"W=366.35 IE 6"SS=364.90 ® T/P 12" SD=362.41 T/P 24" SD=362.35 AIE 8" SS=363.86 A IE 6" SS=365.18 T/P 12" SD=362.19 T/P 24" SD=362.70 AIE 8" W=365.32 © IE 6" SS=366.00 T/P 12" SD=363.01 T/P 8" W=364.50 AIE 8" SS=364.66 A IE 6" SS=365.68 T/P 12" SD=362.93 T/P 24" SD=363.00 A IE 12" SD=366.10 A IE 6" SS=367.23 T/P 8" W=363.76 T/P 8" W=365.73 ©SS=365.38 ©IE 6" SS=366.34 T/P 12" SD=363.69 T/P 24" SD=363.40 A IE 6" SS=364.73 ® IE 8" W=368.60 T/P 24" SD=361.30 T/P 6" SS=367.10 A IE 8" W=367.00 A IE 6" SS=367.00 T/P 6" SS=365.34 T/P 24" SD=363.70 A IE 6" SS=364.72 ® IE 8" W=369.10 T/P 24" SD=361.54 T/P 6" SS=367.40 * SIDE SEWER LENGTHS ARE MEASURED 385 FROM STUB LOCATION AT LOT. SEE SHEET 53 AND 54 FOR DETAIL. SPECIAL NOTE: LOTS WITH A FINISHED FLOOR ELEVATION BELOW 380.0 SHALL REQUIRE AN 380 INDIVIDUAL PRV ASSEMBLY TO BE INSTALLED ON THE DOMESTIC SERVICE AT THE TIME OF BUILDING PERMIT PER C.O.R. STD 340.5 WATER NOTE: 375 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER 370 UTILITIES. 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL 365 SEPARATION. 5. ALL MECHANICAL FITTINGS SHALL HAVE RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING SEWER NOTES: 360 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 3 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 0 3.TALf� oZ z y 4 423 p �� S T NA L 2/ 7/21 V G C V .� Z3 (0 C Z C Lu c 0 N M a00N Q 0 L\ � i C O L0 4-7 (N Lri /c�a W U r a) ("4 Y �'t S-404803 W-404803� ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne Itzi- N O O 00 w rl- co CD O O 00 J W 14+00 v cO 00 �Q AOM%k CITY OF ASBUILT SEWER + WATER PLAN + PROFILE DA2/7/2022 m � RENTON FOREST TERRACE PLAT F�BODK: c! OO PULTENksgv GROUP, INC DRAWING NO: w Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 (w, BELLEVUE, WA 98006 SHEET: OF' CDv 44 I I m 00 0 CV 00 O I t\ CV E 0 0 3 I ro co QO co i 0 CD CD ca / U .O 0 > O O Q < Lq a) L, 0 10' 20' 40' SCALE: 1 "=20' CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. IIIWARNINGlI OLYMPIC PIPELINE PRESSURIZED PETROLEUM. CONTRACTOR SHALL CONTACT OLYMPIC PIPELINE A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. OLYMPIC PIPELINE PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. LOTS WITH A FINISHED FLOOR ELEVATION BELOW 380.0 SHALL REQUIRE AN INDIVIDUAL PRV ASSEMBLY TO BE INSTALLED ON THE DOMESTIC SERVICE AT THE TIME OF BUILDING PERMIT PER C.O.R. STD 340.5 OLYMPIC EASEMENT WATER NOTE: THERE SHALL BE NO CONCRETE BLOCKING NEAR THE OLYMPIC PIPELINE. FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS: 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO 1,240 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD END ROAD. DATUM HORIZONTAL DATUM: NAD '83/'11 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 � 6 ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL EX TRANSMISSION LINES (TYP) OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I 21+00 20+00 19+00 FOUND PUNCHMARK IN �" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE. PLAN:L�1 "=20' VERTICAL.NAVD 1988 PROF: H 1 "=20' HORIZONTAL NAD 1983/1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ANOTE: CONTRACTOR TO POTHOLE AND LOCATE EXISTING GAS MAIN. NOTIFY ENGINEER IF CONFLICT EXISTS. BEARING PAD ELEVATION (TYP) - M �■ ru .d • I! 1 Lc) ■ �J4 1 W 00 :Ye S■W r r. 88MH#7 1 W H J CA i ■_ IU �4-._.1 RI M000=3 8-376.84 I E=3�$ 60-369.44 5=10.67% ►. _ : . IIiIzC0•07_,1111r_1%r_1=14- OSTA. 18+67.90, 7.21 ' RT INSTALL: 1-8" 11-1/4' BEND (MJ) CONCRETE BLOCKING OSTA. 19+39.29, 9.52' RT INSTALL: 1-8" 11-1 /4' BEND (MJ) CONCRETE BLOCKING 19+71.06, 8.95' RT, OSTA. , INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (FLxMJ) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING ®STA. 20+44.71, 3.89 RT INSTALL: 1-8" 22.5 BEND (MJ) CONCRETE BLOCKING OSTA. 20+74.19, 0.94' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) 5 LF 8" DI SPOOL ©STA. 20+79.24, 0.97' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) OSTA. 21 +50.30 5.26' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) 11 LF 8" DI SPOOL ®STA. 20+41.71 3.80' RT INSTALL: 1-8" GATE VALVE (MJ) HORIZONTAL 3w 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10, W5 SCALE: 1 "=5' \N \1 3W W w w 375 W Z 370 V a WATER NOTE: 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER UTILITIES. 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL SEPARATION. 5. ALL MECHANICAL FITTINGS SHALL HAVE RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING 6. ALL DUCTILE PIPE WITHIN PVC CASING SHALL BE RESTRAINED JOINT. SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 CITY OF OR) RENTON Planning/Building/Public Works Dept. k_; I �r --- rLI j LL SITE PLAN KEY MAP a UTILITY CROSSINGS: AIE 8" SS=367.00 T/P 18" SD=364.49 AIE 12" SD=368.14 T/P 8" W=366.64 AIE 12" SD=370.00 T/P 8" SS=367.88 AIE 20" GAS=364.17 T/P 18" PVC CASE=361.97 AIE 16" GAS=367.10 T/P 18" PVC CASE=361.97 AIE 18" SD=366.67 T/P 8" W=372.00 AIE 20" GAS=370.50 T/P 8" SS=368.24 AIE 16" GAS=373.10 T/P 8" SS=368.45 AIE 18" SD=371.71 T/P 8" SS=368.52 AIE 6" SS=367.27 T/P 24" SD=364.10 IE 8" W=369.50 ® T/P 6" SS=368.00 IE 6" SS=367.10 © T/P 24" SD=364.20 IE 6" SS=367.60 © T/P 8" W=366.10 IE 6" SS=367.05 ® T/P 8" W=364.55 z 14�1423 STE)'- S�ONA L 2/ 7/2 V E C V to _ d% _ 7 .9 O (0 m i .0 Lu c 0 N M C < 05 N -0 1Q� d1 N i 0) I. LO a-+' N W V r Y S-404804 W-404804 � IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne CV CD O Co O O 0 O C� Q w Cfl Uco 00 DAM ASBUILT SEWER + WATER PLAN + PROFILE 2/7/2022 m FOREST TERRACE PLAT FBOOK: c~OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: OF Q v 45 w m 00 0 t\ N a U V) Q N O N N O N N Q) E co 0 co 00 i I) c s= CD Cn r7 00 V) O O O Ib ul Lq Q) I. 0 10' 20' 40' SCALE: 1 "=20' ..1_ /_ 21 LF 8" DI / 5 BEARING PAD J ELEVATION (TYP) 4-TIER KEYSTONE RETAINING WALL MAX HEIGHT 6' BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 ASBUILT SEWER + WATER PLAN + PROFILE - NE 27TH PL OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON o t vL SS .. 1" IRRIGATION SERICE W/ PER COR STD DCVA 340.81 W U9 +- kc / i ... ......� .... i....1 W ..• / •W< ca ..�... I 1 W � I I■Z ■ / y i / // W cq3/ ROCKERY (TYP) 1 1 RECORD DRAWINGS AS BUILT Me REVISION HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. FIRE FLOW LIMITATION AND RESIDENTIAL 9W=&];&IZ1:14:4:i.1*0111]1:1:4IV, 1:4zk 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO 1,240 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD END ROAD. `.• •• • ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE THE INSTALLATIONOF ALL CUT OR FILL AREAS. m �■ fElEMEI■ fEIEMEI■ IIIIIIIIIIIIIIIII■�-- Ell Ell MEIIllIlllllllIM ME• �.,.. �d•leEIIE Q 01111111111111111 Mll ©i��l�■����� �J� IN �1�■��� 0 IN Ell � �-�� 10111111111111111 Ell am om■i �- Eel Ell �� ��� ems• ���::l� - wm ii� -�� ���I�� �I C!l ■■� ���ia� �I■�I� _ Lim ■m•� Ell�� `� �I■�1�` -� Y ■m•� �_���si■s_ si����_ ■m•� - �_ i 040" ■ M. ■m•� _ • 01111111110 1011 Ell ta-No.". Ml 01111 ft-m-l"0900m ■i•� f��:r!:i■■■lam■� ��Y MEE _ PD 11 Fl LE �� w; ram■ MEE ER1 41 %/% �:1R►1111aC111:1�:Ni�1�'i�� • y MEE �■ Ell Ml �1 ME m _ `LN11•A�alie7:�L111�� �� 01111111111111111■■ •011111111111111 • �� •• I I \� I II I _\ I I I I k- J --- ILL I r _ I L-�- I SITE PLAN KEY MAP a OSTA. 21 +50.30 5.26' RT INSTALL: 1-8" 45° VERTICAL BEND (RJ) 11 LF 8" DI SPOOL OSTA. 21 +60.98, 6.51' RT INSTALL: 1-8" 45° VERTICAL BEND (RJ OSTA. 2' ' 66 62, 7.99' oT 21 +68.32, 6.08' RT INSTALL: 1-8" 22.5' BEND (RJ) 1-8" GATE VALVE (RJ) 6.78' RT, 16.96' RT ® STA. 22+87.48, ' RT- INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFLxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING 395 O STA. 23+ 15.80, 7.00' RT INSTALL: 1-8" CAP (MJ) 1-2" BLOW -OFF ASSEMBLY 1-8" GATE VALVE (MJXMJ) SHACKLED TO CONCRETE 390 DEAD -MAN BLOCK 1-8" VERTICAL CROSS 1-SHACKLE 8" POLY -PIG CROSS TO VALVE 7 LF 8" DI SPOOL CONCRETE DEAD -MAN BLOCK 385 OLYMPIC EASEMENT WATER NOTE: THERE SHALL BE NO CONCRETE BLOCKING NEAR THE OLYMPIC PIPELINE. 380 SPECIAL NOTE: LOTS WITH A FINISHED FLOOR ELEVATION BELOW 380.0 SHALL REQUIRE AN INDIVIDUAL PRV ASSEMBLY TO BE INSTALLED ON THE DOMESTIC SERVICE 375 AT THE TIME OF BUILDING PERMIT PER C.O.R. STD 340.5 KEYNOTE: LOTS 10 AND 11 WILL REQUIRE AN INTERNAL EJECTOR PUMP INTERNAL TO THE HOUSE IF SEWER SERVICE TO THE BASEMENT AREA IS DESIRED. PUMP WILL BE PERMITTED ALONG WITH BUILDING PERMIT. UTILITY CROSSINGS QIE 8" W=371.60 T/P 12" SD=366.30 QIE 18" SD=374.90 2 T/P 8" SS=368.95 Q3 IE 12" SD=381.50 T/P 8" W=380.00 QIE 12" SD=381.40 4 T/P 8" SS=369.50 QIE 8" W=374.60 T/P 6" SS=371.10 ©IE 8" W=376.28 T/P 6" SS=371.70 QIE 12" SD=376.00 T/P 6" SS=369.90 QIE 12" SD=378.00 $ T/P 6" SS=371.20 I ,• - /..'rig%II��� Z 4�1423 ���I STF.��`���``� S/4NA L 2/ 7/2 365 WATER NOTE: V E 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS V 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO •� C ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER i d SUPPLY. SEE C.O.R. STD 320.1 360 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM _c AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER :3 m UTILITIES. •- (0 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM Z SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE I= c N err SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR 0 MO EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL Q 00 N SEPARATION. -0 0') N 5. ALL MECHANICAL FITTINGS SHALL HAVE m c: Q N RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES t N 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING LO 6. ALL DUCTILE PIPE WITHIN PVC CASING SHALL BE iL0 4-7 N 350 RESTRAINED JOINT. m O N N N m U °0 SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 ® 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 S 404805 W 404805 Itzi- N O O O 0� I w rl- co Co O O I 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q L.I_I (0 U co 00 ry- c= 0 TJS 1/12/22 BJT SUS' S PLAN: 1 "=20' »_ � PROF:1 15 20 HORIZONTAL, NAD 1983/1991 ' CITY 0 F • RENTON ASBUILT SEWER + WATER PLAN + PROFILE FOREST TERRACE PLAT PULTE GROUP, INC 2/7/2022 V) m 0 DESIGNED: FIELDBOOK: DRAWN. TJS DRAWING N0: ONE INCH AT FULL SCALE DATUM Planning/Building/Public Works Dept. 3535 FACTORIA BLVD S.E., #600 w DC w CHECKED: BY DATE APPR IF NOT ONE INCH SCALE ACCORDINGLY BELLEVUE, WA 98006 CD APPROVED: SHEET: OF: 46 im BJT I m 00 0 I N w w Ln w 0 w a U V) a_ u-> N N O (V \ \ E 1— a� 0 3 Q0 3 I co 00 rn 00 i O O O 00 U .O 0 > O 0 Q W� N 0 10' 20' 40' SCALE: 1 "=20' ASBUILT SEWER + WATER PLAN + PROFILE - SHELTON AVE NE OF TERRACE F RE T PLAT O S A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. SEE SHEET 44 CITY OF RENTON, KING COUNTY, WASHINGTON 19 FOR CONTINUATION 4 w \�4�4 INTERSECTION �. ° -- L■ NE 27TH. PL STA: 15+3131 SHELTON AVE .NE STA:: 50+00.00 I i N: I I I I 12 � I W Z N "'. �'. 1 0 I I 1 ► I ` SHE 'I TOV I AVE';NE 'I _ 9 LF 8" DI , 1 I: �, ©, • 1133 LF 8 DI I 1 II 20 \ 1 wl 'n I I cc`qat►: c�`4 00 p I t Kv: �► pl �I �t 3 Lr�l r'njl MI I L 370.00 '� F in \ 1 04 w Do ; _1 , °' 10 5 00 cy FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REOUIREMENTS: 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO 1,240 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD END ROAD. 0 375 370 0 3W 0 345 0 335 La =Ili ■ — ■ — ■ ■ - — ■ ■ ■ ■ ■ — ■ SEE SHEET 44 FOR CONTINUATION HIGH PT ELEV = 369.51 a- LOCK AND LOAD RETAINING WALL (TYP) WATER SERVICE BOUNDARY BETWEEN RENTON AND COAL CREEK UTILITY DISTRICT - = 3.85, 1 .._ z o c0 O N d) r� in S C0 �p 0 0i al �' N ►�In I II Li w U U 1 PROPOSED GRADE EXISTING GRADE 0 INN 0 z 3 � a —KEYSTONE RETAINING WAI I FUTURE ROAD EXTENSION AIM! KIM PROPOSED GRADE SING GRADE �Lo co �� Op �M Oq� Lq ^ rn^ �l �^ O^ (.00 r7 O 00 C>7 iri ^ (V O 00 00 00 Lo ni iri 0)(.0 I� ^ (n Co Ln Co in Co in (o LO Co ,I-LO LO LO ,� 17 M ro r7 M BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 I RECORD DRAWINGS AS BUILT REVISION 51+00 52+00 TJS 1 /12/22 BJT suRVEYED: scALE PLAN: 1 " .20' HORIZONTAL rVD 1988sai DESIGNED: PROF: H 1 =20 TJs V 1 "=5' DRAWN: TJS ONE INCH DATU M CHECKED:ONE AT FULL SCALE IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT 0 375 370 355 �i 345 335 52+50 UTILITY CROSSINGS QIE 12" SD=366.38 T/P 8" W=365.10 WATER MAIN FITTING DATA TABLE OSTA. 50+07.00, 4.00' LT INSTALL: 1-8" TEE (MJxFL) 3-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING 51 +41.49, 6.90 STA. ' LT, 8.68 ELF O , INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) CONCRETE BLOCKING OSTA. 51 +49.00, 4.00' LT INSTALL: 1-8" CAP (MJ) 1-8" VERTICAL CROSS PER STD. PLAN 300.6 CONCRETE BLOCKING WATER NOTE: 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER CITY OF RENTON STANDARDS 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER UTILITIES. 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL SEPARATION. 5. ALL MECHANICAL FITTINGS SHALL HAVE RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. I I -� J l L-1 I I I I I --- I I -- - ---L _ - i �==' I I �I r I L-'� �_ LL SITE PLAN KEY MAP a 01 [GMT MTA Us we'sure, bwA till HMI 11 3. AL � o � Z y 4 423 p �� S10, AL L 2/ 7/2 V E V Vf = L � m .� O (0 m C � C uj c � N M < 05 N a-+ 3 *ate d1 N t 0) i O Ln a-+' N N /c�v W U � r Y co O CD 0 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LIJ U � 00 ASBUILT SEWER + WATER PLAN + PROFILE 2/7/2022 m FOREST TERRACE PLAT FIELDS OOK c~OO PULTE GROUP, INC DRAWING No: LLJ 3535 FACTORIA BLVD S.E., #600 oc W BELLEVUE, WA 98006 SHEET: 47 GF:89 CD m a) E a� 0 0 3 Ln 3 I r7 00 / Q� / rn r) 00 i O O O 00 / U 0 O O Q li! < Lq a L. 10' 20' 40' ASBUILT SEWER + WATER PLAN + PROFILE - UNION AVE NE y CONSTRUCTION RECORD DRAWING FOUND y" REBAR & CAP CALE: 1 "=20' STAMPED "T.C.A. INC. THIS CONSTRUCTION RECORD DRAWING IS A FACILITIES & OPERATIONS CTR 9634/10356" AT GRADE COPY OF THE APPROVED CONSTRUCTION 042305-9069 1 DRAWINGS PREPARED BY BARGHAUSEN CUT AND CAP EX WATER SERVICE AND ABANDON IN PLACE REMOVE EX 3/4" WATER METER (BY CITY 00 ' FORCES) CD CB #10475 T RIM 417.01 24" CMP IE 413.51 (N&S) t\ CV EX tZ OVERHEAD --POWER TYP) - r _ 422 SOLAR POWERED .._EX R W_4!S- FLASHING LIGHT & N POWER BOX "20 MPH SCHOOL ZONE" .....- Q 36' SPU WATER MAIN S o 7/21/2017 CONSULTING ENGINEERS, INC AND HAS BEEN ��o I EDITED TO REFLECT ASBUILT CONDITIONS. THE .....[25 INSTALL NEW 1" WATER ��6' INFORMATION PROVIDED ON THESE RECORD SERVICE AND METER DRAWINGS IS A COMBINATION OF FIELD SSC0#25* SURVEYED INFORMATION AND DOCUMENTED OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 's IT RIM .0 0.99 i .16 ••' IE • • TO BE REMOVED 31 - rmAgAp� gwimmm _ • 8" SEWIFR '1: i (: oy 'I . I I V. V, _EX N , I: I• UNIONAVENE AV � w c U Q SAWCUT LINE ; 'v `O �j zi EWATER� DC VYP c G i LLI G TYP W �C W W W . W w _ -------------- -�- --- ------------------------ -_- ---- ----- --- __ _ _ ------------- _-_- - --- �- EX DRI`�EWAY `1-- IRIV*E'WAYEX _ / j m ~ SSMH 10476 •'. I I EX' -.SIDEWALK ` // ■ RIM 419.11 ' w 8"PVC IE410.46(S&E) _ T- -- -- pC 8" PVC IE 410.36 (N) I� CB #10376 I I RIM 408.95 CDI W/ SIGN CONTRACTOR SHALL CUT IN 8 CPP IE 406.10 (E) " TO 8" PVC SEWER AND CB 410380 END SCHOOL ZONE INSTALL NEWER 6" SEWER RIM 412.91 EX FIRE "NO PARKING ANYTIME" STUB FOR LOT 25. 8" CPP IE 409.96 (E) HYDRANT (TYP) wnA-- B 425 420 415 F75k ' �l I.y 32+00 331 SSMH #10410 OF NE 27TH PL RIM 382.13. �■�■�■�■�■�■�■�■�■�■�■� 8" PVC IE 376.58 S 8" PVC IE 376.48 �E� r ' i 4 MEL 1 wm�wmam -0. . m EX GUARD RAIL (TYP) TO BE - CLOT TO BE RELOCATED 78 LF OF 1 FIRE FLOW LIMITATION AND RESIDENTIAL FIRE SPRINKLER REQUIREMENTS: 1. THE MAXIMUM AVAILABLE FIRE FLOW CAPACITY FROM THE NEW 8-INCH DEAD-END WATER LINE IN NE 27TH PLACE IS LIMITED TO 1,240 GALLONS PER MINUTE (GPM). AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA. 2. LOTS 10,11,12 AND 13 ARE REQUIRED TO BE EQUIPPED WITH APPROVED FIRE SPRINKLER SYSTEMS DUE TO LONG DEAD END I I � J I --- I I I ---L � -- - �F i i Trl Li r LI LL I FTIr, SITE PLAN KEY MAP NTS ROAD. WATER MAIN FITTING 20' WIDE LOCKING SWING GATE AND DATA TABLE FIRE DEPT. APPROVED LOCK BOX O STA. 36+63.71, 7.07' RT CONTRACTOR SHALL FIELD LOCATE GUARD RAIL (TYP) EXISTING 8" WATER MAIN.CONNECT SEE DETAIL ON SHT 39. TO WATER MAIN AND INSTALL: TO BE REPLACED. CUT IN:(BY CITY FORCES) 1-8"x8" TEE (MJxFL) i i i I �. y 1-8" GATE VALVE KK NN(FL) POWER POLE (TYP) .. � . EX OVERHEAD DEAD JY+63g88,C0191,' I � POWER (TYP) O STA. 3fr+G3 :7y 15 4 ' LT INSTALL: 1 1 •. ! b I\ ! �.• I., I �. 1- 8" 45° BEND (RJ) 35� 356.......8° 'fiALt .. CONCRETE BLOCKING 36+54.,34 11.27' .•..... .. V. 36� SATELLITE DISH STA 36 4:� 1 A AA' LT UNION AVE NE 4 � CD ;� 1 W■ I x �� y O EX OVERHEA I O 24" STEEL �� S 10 LF z ■ G (AW,UT LIE ! © I S OF 8" DI EX 8" WATER w n OSTA. '^ "� �� ".'"' RT 5U=.9/b.V4 J ' POWER TYP TYP I CASING W W W I W , INSTALL: Q .-W X 112" W TER EX ADA I 1 , , �, .,, . - -------------------- POWER VAULT 1- 8" 45° BEND (RJ) TYP J RAMP (TYP) ; 36 SPU WATER MAIN' CONCRETE BLOCKING ---_--- = --_ _ -- -- ----�- --= ------------=------------------- - ---------- - - W - " ________________ - -- ------------- , -­E DRIVEWAY - _ I EX 8 -___ ______-= _______===--i -2 ----------- - tip m CB #1032 SEWER 1 * SIDE SEWER LENGTHS ARE MEASURED ' RIM 386.78 (Tl' % EX SIDEWALK ': , .r �•: '•:..; I I : FX. DITCH-LINE:FROM STUB LOCATION AT LOT 12" CPP IE 383.28 S N - - T' _ _ �. KEYNOTE: K 12" CPP IE 383.18 (N " EX FORCE MAIN E( EX FIRE HYDRANT EX ADA W i 1 WATER TO BE REPLACE SIDEWALK (TYP) UTILITIES CROSSING UNDER THE 36" MERCER ISLAND WATERMAIN SPU SHALL EX FIRE RAMP TYP z CONNECTION RELOCATED AS BE INSTALLED PER DETAIL ON SHEET 51 AND PROFILE ON SHEET 49. HYDRANT ( ) SSMH 0409 SEE DETAILS ON NEEDED (TYP) CB #10223 \�EX WATER METER CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND RIM 382.83 SHT 49. " RIM 368.99 CB #10222 (TYP) VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. N O a a w w z z a a w w BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN %" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 . �H .... " P(©l�......... 3 INSTALL: -- --- []... --- -- 1- 8" 45- BEND (RJ) ---- �� I . CONCRETE BLOCKING 12 LF EX GUARD RAIL 35+75.54, 11.60' OF 8" DI� MONUMENT FND TO BE REPLACED ®STA. 3�+88- ' LT FOR MORE INFO.. -(TYP) INSTALL: �2 SEE SHEET 3 1- 8" 45° BEND (RJ) EX 8" WATER CONCRETE BLOCKING ro (TYP) 10+29.91 5.68' C• • 1 • 1 -•- 1 1 • • I • •' -• • -' •' • • • I A • • • • • - - - • • 4 1 •• • • ■ CN '-MOM MEN -t"T.1��tt�:7�1�1■•F3:� zL751 MEN MEN�u�■v�uv --MIMI � MEN Q�Ni+' • • • • re�� MEN m firZai�l1� MlllE MEN :_=-■ ���_�■ MEN MEN MEN IIIIIIIIIIII!1=2 M MEN MEN lmMOOIONE MEN .:���I\��:rl�V`■i�'�7L•L1f�■����,,►_�Ic�Ulir�ONE ONE NONE MEMEN ���►��,■NE& MEN gMl .i � \mow M\I���IC2" WA 1!1\\ MEN MEN M MEN MEN �m IEEE MEN M M MOO MEN -M■ ►�lAm � �1b� I -M■ 0111111�AMW�2 b_1 ONE ONE• -M■ t SA�IAN�5ii■•! I W� MEN MEN MEN ������` ,�► ���r�MEN �'rt�. 10 �i E __\ Ml ONE 310 -■ F. ARM -•_w 'OIL MlOOOOOOO 7•]L I:1C:)•yam .. -�`_■\ �_- `�_-_1W=11101111111 M rr;-�2f1":wffZ■ 0�■0 NONE =eF� IMlllII!I!!I ■,1Ld� ����� "t�>tr�y�IfGw�lell���Ilr ��.��-��■_1_ �� ' ��r �_.I���������L\I MINE smosuzinlim=- M _ 11 1 • • NOTED OTHERWISE. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC 1 C 2.0% OR • - 3. SIDE SEWERS SHALL BE CONSTRUCTED OF SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2ONE • ■ NONE! s.mw�' MINEMl ME -- ,-- �_�rAw I..I$6leVXTR6M4lXW ME M _�■ff■m -_s.- ��awmm I m m 0- -0-0-01 Zm _m� M ONE ONEONE I. NENENE� 1 j = - = IN COMPLIANCE WITH CITY OF RENTON STANDARDS ■EXVMG GRADE- 0 CCENTERLINE CO cV 7 07 O Ln n 7 0� c0 c0 r- Ln r7 00 c0 "t N CD00 Ln r7 00 00 00 � � r- r- r- r- co co Q 35+00 1 RECORD DRAWINGS AS BUILT REVISION 36+00 TJS 1/12/22 BJT suRmm: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT scALF- PLAN: 1 "-20' VERTICAL NAVD 1988 PROF: H 1 "=20' HORIZONTAL, NAD 1983/1991 V 1 "=5 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 37+00 AO % • CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. Q W U � 00 ASBUILT SEWER + WATER PLAN + PROFILE DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c! OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: Q OF: pck CDv 'fO A 1.L_ m I i X z Q 45 0 U cn Q 00 N N CD N \ CD a> E 0 00 V) co c c a� QO m co i CD CD CD 00 / U .O 0 n > O 0 Q li! < Lq a) 425 420 415 us 00I.:iJ 375 370 UNION AVE STA 32+34 — LOT 25 WATER SERVICE HORIZ. 1 "=20' - VERT. 1 "=5' ,0 , 10' ..— , > 0 w wf EX 2" GAS MAIN ry 1 „ PMAIN U W TERILI 2 „ I� CID c0 N �� CD L L� � Q0 UNION AVE STA 36+17 — WATER CONNECTION HORIZ. 1 "=20' - VERT. 1 "=5' BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 ASBUILT SEWER + WATER PROFILE OF TERRACE F RE T PLAT O S A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. 425 CITY OF RENTON, KING COUNTY, WASHINGTON SPU CROSSING INFORMATION • WHEN CROSSING SPU'S PIPELINES, THE INSTALLED UTILITY SHOULD BE AT A RIGHT ANGLE TO SPU'S PIPELINE OR PARALLEL WITH THE CENTERLINE OF A CONTROLLING ROAD. 4W 9 WHEN CROSSING SPU'S PIPELINES, THE VERTICAL SEPARATION BETWEEN THE UTILITY CROSSINGS: INSTALLED UTILITY AND SPU'S PIPELINES SHOULD BE 24 INCHES FOR A SEWER LINE AND 18 INCHES FOR ALL OTHER FACILITIES OVER THE PIPELINES. THE IE 1" W=412.94 SEPARATION SHOULD BE A MINIMUM OF 24 INCHES FOR ALL FACILITIES INSTALLED ZL T/P 8" SS=410.86 UNDER THE PIPELINES. • WHEN CROSSING SPU'S PIPELINES WITH WATER OR SEWER MAINS OF DUCTILE IRON Q IE 1" " SPU=409.18 415 PIPE (D.I.P.), ONE (18 OR 20 FOOT) SECTION MUST BE CENTERED ON SPU'S T/P 36 PIPELINE SO THAT THE SECTION JOINTS ARE NOT OVER OR UNDER ANY PORTION IE 6" SS=409.56 Q OF SPU'S PIPELINE. THE JOINTS MUST BE PRESSURIZED AND TESTED FOR LEAKS. 3 T/P 24" SD=408.90 • WHEN CROSSING SPU'S PIPELINES, IF THE INSTALLED UTILITY IS NOT MADE OF Q IE 6" SS=409.32 DUCTILE IRON PIPE OR ANOTHER MATERIAL APPROVED BY SPU ENGINEERING, THE 4 T/P 36" SPU=407.27 UTILITY MUST GENERALLY BE INSTALLED IN A STEEL CASING WITH WALLS AT LEAST 410 1 /4 INCH THICK, WHICH MAY NEED TO BE EPDXY COATED. • IF THE UTILITY IS INSTALLED WITHIN A STREET RIGHT OF WAY, THE STEEL CASING MUST GENERALLY EXTEND AT LEAST 10 FEET ON EACH SIDE OF THE PIPELINE. • CONSTRUCTION METHODS MUST BE EMPLOYED TO SUPPORT THE PIPELINE DURING EXCAVATION IF DISTURBING/REMOVING SOILS IN THE PIPELINE'S ZONE OF INFLUENCE (EXCLUDING TRENCHLESS METHODS). NOTE THAT THIS MAY APPLY TO TRENCHES 405 PARALLEL TO THE PIPELINE, AND SPU MAY ASK THAT THE LENGTH OF PARALLEL OPEN TRENCH BE LIMITED IN LENGTH, AS WELL AS THE TRENCH WALLS SUPPORTED TO PREVENT PIPELINE MOVEMENT. THIS WILL REQUIRE FURTHER DISCUSSION ONCE WE DETERMINE HOW CLOSE THE NEW SD LINE WILL BE TO THE SPU PIPE • "TRENCHLESS" CONSTRUCTION METHODS MUST BE APPROVED ON A SITE BY SITE BASIS DUE TO THE HIGH PROBABILITY OF SUBSTANTIAL COLLATERAL DAMAGE IF ONE 330 400 OF SPU'S PIPELINES IS DAMAGED. EXPOSING BORE -HEAD PRIOR TO CROSSING WILL BE REQUIRED. • FOR INSTALLATIONS PARALLEL TO SPU PIPELINES, 10 FEET SEPARATION IS DESIRED FROM THE PIPELINE'S SIDEWALL. • HEAVY LOADS COULD DAMAGE SOME OF SPU'S PIPELINES. THEREFORE, PIPE PROTECTION, INCLUDING BRIDGING, MAY BE NECESSARY IF HEAVY EQUIPMENT 325 395 CROSSES THE PIPE. TYPICAL PROTECTION WOULD INCLUDE TEMPORARY BRIDGING OR STEEL PLATES. • ANY WORK IN CLOSE PROXIMITY TO SPU'S PIPELINE (INCLUDING LOCATING BY POTHOLING) MUST BE SUPERVISED BY SPU. CALL SPU'S LAKE YOUNGS HEADQUARTERS AT 206-684-3933 OR SPU WATER OPERATIONS CENTER AT 206-733-9300. 320 SPU OPERATIONS REQUIREMENTS • SPU OPERATIONS IS TO BE GIVEN AT LEAST 2 WEEKS' NOTICE TO PARTICIPATE IN A PRE -CONSTRUCTION MEETING. • AFTER THE PROJECT IS APPROVED BY SPU, THE APPLICANT'S PROJECT MANAGER M5 NEEDS TO FIND OUT HOW MUCH NOTICE SPU WILL REQUIRE PRIOR TO CONSTRUCTION. • SPU OPERATIONS OR ENGINEERING WILL NEED TO MONITOR AND INSPECT THE PROJECT; DEPENDING ON THE WORK TO BE DONE, A FULL-TIME INSPECTOR MAY BE REQUIRED. 385 • ANY WORK IN CLOSE PROXIMITY TO SPU'S PIPELINE (INCLUDING LOCATING BY POTHOLING) MUST BE SUPERVISED BY SPU. • CALL SPU'S LAKE YOUNGS HEADQUARTERS AT 206-684-3933 OR SPU WATER OPERATIONS CENTER AT 206-733-9300. WATER MAIN FITTING 375 DATA TABLE 330 O STA. 36+63.71, 7.07' RT CONTRACTOR SHALL FIELD LOCATE EXISTING 8" WATER MAIN.CONNECT TO WATER MAIN AND INSTALL: CUT IN:(BY CITY FORCES) 370 1-8"x8" TEE (MJxFL) 325 1-8" GATE VALVE (FL) DEAD MAN BLOCKING OSTA. 36+63.72 2.81' LT INSTALL: 1- 8" 45' BEND (RJ) 365 320 360 315 1 RECORD DRAWINGS AS BUILT M REVISION IIIIIIIINKM 415 410 UNION AVE STA 32+58 — LOT 25 SEWER SERVICE HORIZ. 1 "=20' - VERT. 1 "=5' , z Lwd loo „ Spu WATER LINE IN BOT OF RIP -RAP - 0 SECTION 00 ro 0-) co 0 00 N UNION AVE STA 41+39 — SPU BEND HORIZ. 1 "=20' - VERT. 1 "=5' N z „ OF DITCH - VEU rAlBOT M w 7 — — — — — - A22„ CONCRETE CASE cq rn co CD m o 00 UNION AVE STA 42+74 — SPU BEND HORIZ. 1 "=20' - VERT. 1 "=5' TJS 1/12/22 BJT SuRvErED: SCALE. VEffn_ DESIGNED: H 1 "=20' HOR ONTAU NAD 1983/1991 CITY OF V 1 "=5' TJ[;Rl S DRAWN: RENTON N4mTJS ONE INCH • CHECKED: DATU M IFAT FULL NOT ONE INCH Planning/Building/Public Works Dept. BY DATE APPR APPROVED: SCALE ACCORDINGLY BJT 325 320 315 325 320 315 420 415 410 J. TAB 7 o Z Z y 423 p �� F0; S T 0, NA L 2/ 7/21 � E c O � � � . O V) C uj c � N M a 00 N m O1 N 0) LO 1..i LO 4-7 N W V 00 r Y CV r— O O 0D Q J co O O O O S—404808 W—404808 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J LIJ CU � O DATE, LLJ ASBUILT SEWER + WATER PROFILE 2/7/2022 m FOREST TERRACE PLAT FBOOK: cOO PULTE GROUP, INC DRAWING No: w 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: OF CDv �1m 00 0 1 N 385 • 375 370 0 355 ASBUILT SEWER + WATER PROFILE - OLYMPIC EASEMENT OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON W Lu .. r J J SIC -Al E- n_ r ,01--PROPOSED GRADE 0 SEWER GAS — — 5 4 3 2 242 01 IF 8 PVC 1 aim. - 0.4 ' RI M W = = ' _ _ " LF " H = T 1 =SEE " V23- 0 SEWER 0 SEWER, O) � co 00 0 1p O� O� N O ^ . ^ N N 0O N 4 00 co O6 � 00 00 r r co Un LO u7 r7 ni r7 04 N N cV r— r7 r M r r7 M r- r7 r � M r7 � r7 ,'`� n r7 � r7 r fr) r7 ^ M r- r7 r M � r7 r M r'� j r P 385 I I I I 3WVOVa� X E 375 U Q 00 N 1 370 N O N CD N a> E 365 a 0 3 a 3 360 r7 co / 355 a� O m r7 co / O O O ca / U .0 0 BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE C0.4 BELOW GRADE (7/20/2017) 1.4 BELOW GRADE (7/20/2017) W i HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 , rr_ r VERTICAL 10 w — w _ z J Z W a N i—PROPID-SED GRAD ER M 5 \ 6 0RNC _ — — — 8MIN7 2 1 7 64 IF OF 1 — 6 VC CASING 71 LF 8 RJ W 3 4 GRADE.PROPOSED 9b WATER CASING SHA'"RAWINEDtO�INT. O P, N N U) �� O M O f+j 0) N O) Na)_ r r r^ � r r r co^ CO r (0 roM r roM ro M r7M r7M r7M 7M r7 M r7M 385 0 375 370 0 355 OLYMPIC PIPELINE EASEMENT — WATER HORIZ. 1 "=20' — VERT. 1 "=5' SEE SHEET 45 1 RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT suRmm: SCALE: PLAN: 1 "=20' L� VERTICAL w,w cw 1988 DESIGNED:DESIGN• PROF: H 1 "=20' HORIZONTAL NAD 1983/1991 TJs V 1 "=5' DRAWN: TJS ONE INCH DATU M CHECKED: AT FULL SCALE BJT IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: BJT SCALE ACCORDINGLY X 385 375 370 0 355 UTILITY CROSSING QIE 8" SS=367.00 T/P 18" SD=364.49 QIE 12" SD=370.00 T/P 8" SS=367.88 QIE 20" GAS=370.50 T/P 8" SS=368.24 QIE 16" GAS=373.10 T/P 8" SS=368.45 QIE 18" SD=371.71 T/P 8" SS=368.52 QIE 20" GAS=364.17 T/P 18" CASE=361.97 QIE 16" GAS=367.10 T/P 18" CASE=361.97 QIE 18" SD=366.67 T/P 8" W=362.00 WATER MAIN FITTING DATA TABLE OSTA. 20+44.71, 3.89 RT INSTALL: 1-8" 22.5 BEND (MJ) CONCRETE BLOCKING OSTA. 20+74.19, 0.94' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) 5 LF 8" DI SPOOL OSTA. 20+79.24, 0.97' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) ®STA. 21 +50.30 5.26' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) OSTA. 21 +60.98, 6.51' RT INSTALL: 1-8" 45' VERTICAL BEND (RJ) 11 LF 8" DI SPOOL ©STA. 21 +66.52, 7.00' RT INSTALL: 1-8" 22.5' BEND (RJ) 1-8" GATE VALVE (RJ) OSTA. 20+41.71 3.80' RT INSTALL: 1-8" GATE VALVE (MJ) CITY OF PRI RENTON Nksgv Planning/Building/Public Works Dept. C �1111 I�SI:1•, J. TAB o Z z STF��` NA L 2/ 7/21 V G C V 4) � .� O (0 i m C � C Lu c O N M < 00 N 1a1.0 0) i i O Ln 4-7 N /c�v W U r a) N Y �'t llq N O O O Q w r— co O O O 0 CO IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q w (0 U � �00 ASBUILT SEWER + WATER PROFILE — OLYMPIC DA2/7/2022 m FOREST TERRACE PLAT F�BOOK: c! OO PULTE GROUP, INC DRAWING NO: LLJ 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: 50 OF: — CDv JV 9 11 m 00 O N 0 3 0 3 I ro co QO co i O O O ED / U N > 00 Q < Lq N E: L, 2"-WIDE NYLON TRUCK OR RATCHET STRAP (TYP) OSHA COMPLIANT SHORING OF TRENCH EXCAVATION BY CONTRACTOR �. 0" MAX II I II MAX (TYP) II I II 2'-O" 20'-LONG W14009 PIPE SUPPORT BEAM (E) 36" 1-0- x 1"-THICK STEEL PIPE WITH 2"-THICK CONCRETE ENCASEMENT r� zTMTM II II 2' x 2' x 3"-THICK II I II TIMBER BEARING PAD (TYP) II I I II I I I I I I II II I 11 s-0° MIN (TYP) II ! II �- I 1 I MAX (TYP) (TYP) II I I II II I 11 EQ EQ (om) T (T'P) 2'-C" � (TYP) PLAN VIEW - TYPICAL PIPE SUPPORT SCALE., 114`1 0" DATUM HORIZONTAL DATUM: NAD '83/'11 15'-0" MAX 2' x 2' x 3"-THICK TIMBER BEARING PAD (TYP) 20'-LONG W14009 PIPE SUPPORT BEAM MAX 2'-6" MAX (TYP) r 2"-WIDE NYLON TRUCK OR RATCHET STRAP {TYP) y! r ! l (E) 35 I.D. x I' -THICK STEEL PIPE WITH 2"-THICK CONCRETE ENCASEMENT MAX ASBUILT SEWER PLAN + PROFILE — SPU CROSSINGS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MAX (TYP) 3'-0" MIN (TYP) i !1 LJ --_=v OSHA COMPLIANT SHORING OF TRENCH EXCAVATION BY CONTRACTOR SECTION John 2 SCALE., 114`1 ' 0" Mei55 MERCER ISLAND WATER MAIN (SPU) CROSSING DETAIL N/A BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) VERTICAL DATUM: OBSERVED (NAD 83/11) NAVD '88 N:191092.94, E:1311476.14 FOUND PUNCHMARK IN BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 RECORD DRAWINGS AS BUILT REVISION REVISIONS NO. I DATE F1x17 SHEET IF 11G FASR IS NOT 1' TnK11ING C NOT To Sou ti z z z a Z D o z QU AWN �~ a Z 0= tfiFAdm La 0 Ld 42T A cn 3; 0DAM MOdu a TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT 0 370 .1. mIIIIIIIIIIIIIIIIII �� � , - ► _�/lam ■�� _�■�_�_ -� `��•�1►�11�'f/L\1�►i�1\ICI\- _�-- .■ I.ee���` .�__ .. _I. • i 'Z. F/�t�7�4:A ill-- •j ��I�It•INI�[�It•DJ in 0+00 1+00 SEWER CONNECTION PROFILE HORIZ. 1 "=20' - VERT. 1 "=5' SCALE. PLAN:L�1 "=20' „E,n,�, NAVD 1988 PROF: H 1 "=20' HORIZONTAL NAD 1983/1991 V 1 "=5 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF [;Rl RENTON Planning/Building/Public Works Dept. 370 .l. 1+50 J I 1 ■ i L��`ti ► a-� QIE 36" W=362.66 1 T/P 8" SS=360.57 QIE 36" W=362.66 2 T/P 24" CASING=361.00 4423 z V E O • vi = O 1, A ii Lu c O N M C < 05 N -0 or) N ^� i L0 O L0 4-7 N N /c�a W U r a) Y S-404810 IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne ASBUILT SEWER PLAN + PROFILE FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 N O O 00 J 0 O O Q w (0 U� Q 00 T �O I..LJ Z DATE: 2/7/2022 m O FIELDBOOK: PAGE: (� LL J DRAWING NO: Lj o U SHEET: 51 OP 89 II m a) E Q 0 0 V) I co 00 i c: co i 0 CD CD O co U N n 0 O Q W< Lq N a L. 7' 1 NOT TO SCALE MANHOLE FRAME AND COVER SFE STD- PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE MOTE 6 MORTAR JQINT(S) (3/B" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.. CR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF - ,A, `B' ,C' ,D' 'E, 48" MW 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" M#t 54" 8" MIN. 5-5" MEN, 24" MEN. 24' I.D. 64' MH 60" a" MIN. I$" MIN. 42" - 30" 1.0. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5- ALL JOINTS BETWEEN THE CONE, R15ER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISIED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR 2 LL BRICKS SHALL BE 5TAGGE#REU TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHILLS 1S PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AR45HIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE 'MTH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 14. CONNECTIONS TO MANHOLE SHALL 13E MADE RISING GPK ADAPTOR, KOR-N--SEAL BOOTS DR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12_ ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE - IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SM. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS DATUM DISK IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 FOUND PUNCHMARK IN %" BRASS PIN IN CONCRETE MONUMENT IN CASE 1.4' BELOW GRADE (7/20/2017) OBSERVED (NAD 83/11) N0. N:191241.77, E:1311481.30 ASBUILT SEWER NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MANHOLE FRAME AND COVER PER DRAWING 401, ADJUSTMENT RINGS (2" MIN,) --,, SEE NOTE MORTAR JC SEE NOTE NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE, 6. ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT DF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY. BRICxS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE USE OF SHIMS IS PROHIBITED. • SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIEL❑ OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 1G. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KKR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.2 4 PUBLIC WORKS SANITARY MANHOLE DEPARTMENT SHALLOW � -- SEPTEMRER 2011 A SEAL WITH AR 4-000 DR APPROVED EQUAL AND DRY SAND AFTER PATCHING MD ., „", u R,ti'j ti..j NOTE 3� AND SPECIAL PRWINLSD 7-05.3(1). PATCHED AREA PLAN NTS U-1 DEPTH OF CLASS "13" ASPHALT TO BE 2' BELOW BOT70M OF T+iE UPPER ir AOJUSTMI=NT RING OR A VINIVILI l OF 8" WHICHEVER 15 GREATER. ____...._... .-..-_ ,. I.) OR BRICKS. SEE NOTE 4. SECTION A -A N.0If=5 1 REMOVE PAVEMENT AND BASF MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR FAT. ADJUST CASTING FRAMETO PAVEMENT SURFACE USING RISER RINGS OR 00KCRE I BLOCKS PER STO. PLAN 400.1. 2 REPLACE EXCAVATED MATERIAL WITH A MINIMUM OP S' OP CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2' BLOW THE BOTTOM Of THE UPPER ADJUSTMENT RING WHICHEVER IS GREATER OR AS APPROWD BY THE ENGINEER. 3. ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, BRICKS AND FRAME SHALL BE GROUTED. 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF AD, USTMEMT RINGS. BRICKS AND MORTAR ONLY. BRICKS SHAil 13E STAGGERED TO CREATE A RUNNING BOND OR V2 BOND. THE USE OF SHIMS IS PROHIBITE.O. TYPICAL UTILITY COVER APPROVED.� LAN - ���� * ; PUBLIC WORKS ADJUSTMENT FOR dK DEPARTMENT' PAVEMENT OR OVERLAY%9"4111 o{. v�.ei, �a.1-L.O., DATE: 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE CONSTRUCTION IS IN PROGRESS. WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A ABOVE AND BELOW THE PIPE. LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE WASTEWATER UTILITY. SAME AS DESCRIBED. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH OTHERWISE APPROVED BY PAVING. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. RECORD DRAWINGS AS BUILT TJS 1/12/22 BJT suRvEym: SCALE N/A VER_ HOR OWAL: WD 1983/1991 CITY OF DESIGNED: TJS �• ,� RENTON DRAWN: TJS ONE INCH DATUM CHECKED: BJT AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. REVISION BY DATE AP P R SCALE ACCORDINGLY APPRovED: BJT z 4�1423 �/4:A 2/ 7/2 V G V • 4) � .� O (0 m C � C L u c: O N M < 00 N 1aQq tC14 0) L0 L..i O Ln 4; N Lo /c�v W U r a) Y �'t S-404811 � ini rnnnIDi innirF XnnTu riTv nG RGnirnni eTnninnrzne ASBUILT SEWER NOTES + DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 N 0 C) O I 00 Q r- O C) 0 0 I Q LJ_I (o U � Q 00 T L1J %O ` DATE: 2/7/2022 m O MMDBWK: PAGE: L. J W DRAWING NO: Q v, m SHEET: 5^ OF. L EXISTING WATER LIME E a� 0 0 N I lip 0i co a� a� / 00 i CD CD CD 00 i U 0 > 0 0 Q lit < Lq E: L, BOLTHOLES — 3 PLCS EQUALLY SPACED 12V APART ON 23 1/16' (586mm) DIA B.C. (SCE DETAIL) RENT0N SEWER 3I XAIE ry use COVER & FRAME PLAN VIEW 25' DIA, C635mm] 1' 3/4' [25nrl] I �i'h1`I 8 3/4' L 2 1/2' [222mm] 164mm] TYP COVER SECTION VIEW COVER BOTTOM VIEW 3) BLT SIX, FALLEN HEAD) 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 112' DIA C673mm] 5 1/4' DIA C641mn] 1 i/W 1/4' 1 1/16' FF 1 i 1/4' C6rin) IIlA C27mm] [6mrtl] r [27rim] NEOPRENE GASKET } r 1/9' t 1152lnr12 [inn] 5/9' 23 3/8' DJA CL OPEN I ER3nn] 116mm] Es94mm] I GASKET GROOVE DETAIL 27 5/16' DIA C694mrn) 34 1/8" DIA CBb7rlrr] NOTES. FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOOKING LIT} PER EAST JORIDAN IRON WORKS INC. No, 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), DR WATER (SPECIFY "WATER"). SM. PLAN — 401 PUBLIC WORKS MANHOLE FRAME AND COVER 'fin p DEPARTMENT DECEMBER 2008 f- LAIN TO CITY METER STACKED METER SECTION S" MIN. FREE BODES DRAINING GRAVEL NOTES: 1, ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED 13Y STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2- THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING, THE OWNER SHALL FURNISH. INSTALL AND MAINTAIN THE DCVA AND ALL PIPING ANO APPURTENANCES SHOWN ON THIS PLAN. 1 THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SMALL BE SENT OR FAMED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT.. ATTN: WATER UTILITY CROSS —CONNECTION CONTROL SPECIALIST. FAX NO. 425-430-7241. 4, DCVA ANC METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. L I + PUBLIC WORKS TO 2" DOUBLE CHECK VALVE STD. PLAN— 340.8 `+ DEPARTMENT ASSEMBLY FOR IRRIGATION OR ' RESIDENTIAL FIRE SPRINKLER „ - �IriARCI I010 ASBUILT SEWER + WATER NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON r x 3t [-- EX- SEWER MAIN PROPERTY LINE - ___—SPOOL (LFN:GTH AS NEEDEa) 2 I a C6" SEWER STU9E FUTURE 4' SIDE SEWER 2" Il 4'" STUD MARKING POST PAINTED SEWER MAIN TEE X 5" TEE i 6- CAP/ VHTE WITH THE WORC 'SEWER' STENOILED IN 3" HIGH BLACK LETTERS AND #6 WIRE 1 WRAPPED AROUND THE STUD ANO EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP_) I �i ! I ------------------------r— + -- ----r L___U REND AS - REQVIRED E)Q571NG SANITARY SEWER MAIN �.2 q% IN. OI 6" SEWER STUB SEWER MAIM SIZE 6" TEE a xc'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) JM EACi_E THREADED CLEAN -OUT ADAPTER HUEI & PLUG (OR APPROVED EQUAL) Y-� FUTURE 4" SIDE SEKR 6'Xl,'jt0' WYE FUTURE G"x 4" REDUCER TID EXIISTI A. VATRI#7E1) CLAr MAIN - CUT IN A NEW PVC 'TEE" USING 'STRONG -BACK` FIXXIQI.E CGUPLINGS (FERNCO OR APPROVED EQUAL). B- CUNCRETE MAIN - CUT IN A NEW PVC 'TEE' USING "STROhiG-BACK' FLEX ULZ COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC dt C900 PVC MAIN •- CUT IN NEW T> E USING RIGID COUPLINGS OR CORE-URILLIEC WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE LRON MAIN - CORE --DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK-OLITS OR THE STRUCTURE SHALL BE CORE -DRILLED. 30010 CONCRETE • / A h BL4CI(ING ,� 2 Av � � 7Q�}C� Zx MIN SL9PE HORIZONTAL 8" TEE 6" MIN. SEWER SEWER MAIM MAIN CONCRETE BLOCKING 6%,� OF TEE AT MAI(�ETWFEN 25L AND -ILL TYPICAL SIDE SEWER 1Q UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINLMIJM 2_$' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, W1H:CHEVER IS LOWER. STANDARO SIDE SEWER 5TD. PLAN - 406.1 PUBLIC WORKS APPROVED: DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINES � � .ev rw'�nnwr DATi +rN[ 11tib Ain-Nn MARKER 10' PAD EL PER PLAN co (TYP) 3' MIN IE=PER PLAN LENGTH & SLOPE PER PLAN. 2% SLOPE MIN. & 100% MAX ALL 9O- TURNS SHALL OE At;CElttpLl$HEO BY MEANS 6F q WYE WITH CLEANOUT AND 45' BENd_ TWO 45' RENDS SHALL NOT BE 4" BEND AS REQUIRED (NO MORE ACCEPTABLE. (SEE NOTE 11) THAN 45' BE%D), EVERY 2N.D 4" CLEANOUT WYE VATH CHANGE IN DIRECTION OR CRADE 45' BEND AND PLUG. %I.L REWIRE A SU".401: (SEE NOTE T1) CLEANOUT WYE. (SEE NOTE 11) LLL LJ LJ HOU5E HOU5E � HCIL]SE � HOUSE o IL a a }t 3 -D MIN Vona �: 4" SEINER PIPE u i=;i4 E CLEAN0U7 4,. 5UIRF.ACE (TYPICAL) M5••x 6•'x6" WYE i, CLEANOUT SEE STD PLANT - 4D7j WYE 4" TEST TEE WITH } TH I`LVQ FAGS UP u4" AYE WI(TYPICAL) PROPERTY LINE CLEAyOUT 3' WIN U 6 x 4" REDUCER ra __ z (TYPICAL) F F F MAIN SEWER LINE " w x 4' SEWER 1`11RE, SEE NOTES 2 AND 3, MINIMUM LIME SIZE F0- QTHER THAN SINGLE FAMILY IS �.. PROPERTY LINE NOTES: z IF THE ♦3UIL01NG SEWER SERVES ANY F1XTIURE HAYING T. prig to Installation of a sanitary sewer connection, a aide -sewer �e a FLOOD LEVEL RYAS LOCATED 6ELOW THE ELEVAT10N permit must be purchased from the City of Renton Putrllc Works p OF THE NEVI UP57REAM MANHOLE GAYER OF THE f}e art r Qf t_ PLII3LIC SEWER SYSTEM, A BACKF'LOW PREVENTION p DEVICE SUCH AS CLEAN CHECK EXTENDABLE n BACIKWATER VALVE OR APPROVED EQUAL SHALL BE 21 Types of pipe and fittings that can be used for sanitary sewers `n 3 INSTALLED. Eh411 be ripprbVL-d by the Departlnant aI Pubilt Works. RuhBer of m neoprene gQskets 4s SpeciFed 4y the mgmifacturer, stiall be 4" FLEMBLE COUPLING [FERNCQ DR EQUAL) used on polnts. x a 9 3_ A minlmum grad& of 2A (1/4" per foot) must be.mclntoined w 5LrRFA� GLEANOUT r m 4"x 4"x4" WYE 4" pipe. In the event a Z% grade cannot be Iricintained, the 4" PIPING owner must sign a'City of Renton grade reltage farm and thrn Con lnstaP 0" pipe ❑t a grade of 1%. BUILQI PLa A,N FOR 4. For inspeclion aI side sewer, -call 24 hours in advance. The LOW ELEVATION HOUSE inspection phone numbiev Is on the side sewer permit 51te must be ready For inspection and representotival on site when Inspector Arrives at appointed time. Side sewer and stub shall be tested per Clty sppeFiratlons. Make the connection at the MAIN TO PR{)Pt RTY DIN£ 5'-0" house. Da oat baekfill the ditch until approval ;s given by the PROPERTY LINE FROM. 714E HOUSE 13UILDING DRAIN nape et or. Fin ❑I appr rival will be Ur on lad ❑fter khe a isf in(U sup:. SIRE SEWER BUILDING SEWER 21_6„ tank has been pumped out and Filled wiFh sand. — TO 3'-G' 3'-0"k11N_ 5. Install side sewer with 2' minimum cover, 15" cover is allowed of the ilQuse If outlet Is shallow. ` 1 6_ If side sewer stub rs not avnbable The owner stroll be cam oe m � respanslblr For its Installation per stondard drawing 4Q6,1. All L=Jm m N m N 2 m x� - A x x JT+ Work within street right—tlf—w❑y shall be done by ❑ licensed ❑nd om E_ v m 0 } m¢ i o bonded contractor. m m o N 'rT y vi Ct O ptl 7• All *ark shall be ncGompll9hali m ocGordanu with lha Washingko- r- 0 p in 2 o z r F, as ndust6al Saftty and Health Act. (WSHA) R, ,,,I G i*1 # n o Amy m fS 9 2 D Ln ;A r-..I �� 0 D c S. All trench restoration for side sewers in the Public (light -of -way 16 a : z z '- i shall corlfcm to the most current trench restoration .1y p ran com m 0 t4iovin rrtenih aE in the Rel510n Skmdord RroWings_ r1I= nx x a xIn a 9. All building sewer and side sewers shall have bedding In x' rno 9 O occordonc� with standard dm Wmg 405_ . �-U,_U � r z-o z -M 1D, There shall be o minimum 10 feat horizontal separation bctwee?, M 0 5 5nnitbry @ioff sewers rind water servlcat and p minimum 5 foot F harrrootai separation between sanitary side savers and oL1 ofher m cn utilities. a Q 11, The Cleoil uL kt khe Rlghi-4l-th1❑y philll ne Ingtrilled per CALL FOR LOCATIONS BEFORE YOU DIG Standard Plon 4D7_ The cleanaut at the buldinq shall be 48HR LOCATORS I— Q-424—r�5n,$ in9tailed to sl,rfoce grado. All other cleoricwts shall be installed 'n wiFhi•i 1=" of ;n- g:,rfoce 4 r TYPICAL BUILDING SEINER STD, PLAN — 408.2 + 'PUBLIC WORK' FROM PROPERTY LINE TO DEPARTMENT BUILDING CONNECTION AUGUST 2013 53'RW Z 2� W z VARIES VARIES J SEE SEE PLAN PLAN 10' MIN SEPARATION TEE CONNECTION 1.5' MIN WATERMAIN / 4 VERTICAL BEND AT I JUIIVI Ul- 1' TYP 3: W z PAD EL PER PLAN 4' �3' MIN 6" SIDE SEWER SERVICE STUB ® 2% MIN IE 8" @ MAIN TYP GRADE BREAK PER PLAN SEWERMAIN 6" SIDE SEWER O SERVICE STUB @ SLOPE PER PLAN SD PER PLAN SHALLOW DEPTH SEWER MAIN SANITARY SEWER STUB CROSSING DETAIL NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 1 Y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT SURVEYED: DESIGNED: TJS DRAWN: TJS CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19W HORIZONTAL: NAD 19a3/1g91 DATUM IE=PER PLAN PLAN VIEW TESTING DETAIL. Ti LINE VERTICAL CROS5(9JxFL) FOR POLYPIGIS NG ONE BLIND FLANGE CAN TOP WITH 2"TAP & 2"PLU0 ONE BLIND FLANGE ON BOTTOM ONE (14J) PLUG WITH 2" TAP Ec 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK L CUT -IN (BY CITY FORCES) TEE (FLxFL) W1 C€7NC, BLOCK 1- QATF VALVES (FTxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2"TAP k TEMP. SLOW -OFF TEMP, BLOCK EXISTING WATER LINE Ex1Sl1NG WATER LINE FINIAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING OY POLYPIG, AND DISINFECTION, REMOVE TEUP. BLOCK & BLOW -OFF dt CONNECT WITH SLEEVE (W) do C.l. 5POOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE =- — '- STD. PIM — 900.5 *fi 1r PUBLIC WORKS CONNECTION TO WATER MAIN CUT DEPARTMENT IN -LINE TEE & ONE VALVE MARCH 2010 %R CITY OF RENTON Planning/Building/Public Works Dept. J. TAB � O v z y 423 p �� STE NA L 2/ 7/21 V i o .� O (0 M C � C U.I c N M a 00 N d1 N i 4 LO i C L0 4-7 N N /M W r0, V r Y 0 C) 0 I 00 J S-404812 W-404810� IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J W U Q 00 T O ASBUILT SEWER + WATER NOTES + DETAILS DA2/7/2022 m FOREST TERRACE PLAT �8001' c~OO PULTE GROUP, INC DRAWING No: W 3535 FACTORIA BLVD S.E., #600 oc (w, BELLEVUE, WA 98006 SHEET: OP Q v L.L. m O E Q a) 0 0 1 rn ro co i / n co i CD CD CD co / U N > 0 0 Q ca < Lq WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WFTH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANUARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT / APWA STAN130D SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE H ELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2, ALL EXISTING LTTILITIE5 5HALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-900-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IM PROVEMENT'S SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-51TE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PERAWWAC 152AND C 104. PIPE J01NTS 5HALL BE PU5H-ON OR M ECHANICAL JOINT. CAST IRON OR [DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA 1211.0/A21.10-82. AL DUIUILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MiL. BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5, MINIMUM COVER FROM TOP OF WATER MAINS TO F1i1115HED GRADE SHALL BE 35 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 1NCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS M UST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE Of THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAIR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 9S PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MI)D_ 6, CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED} INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECI FI CATI ON 5 AND SHALL BE INSTALLED AT ALL VE RTICA L AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDFIION TO CONCRETE BLOCKING. 7, ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AJVD REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSES} BOTH PRESSUREAND PURITYTESTING. $. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SAT15FACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PR10R TO MALTING CON NECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXIST] NG WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION, THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC DEPARTMENTMINT WATER PLAN GENERAL NOTES STI}. PLAN — 300.0 MARCH 2O10 FINISHED GRADE ELEVATION 3 FT MIN. COVLR (1p-iNG1H DIAMETER AND UNDER) 4 FT MIN, COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG > VERTICAL CROSS FOR POLYPIOGING STATION: TEMPORARY 2" GALVANIZED PIPE. AN D 2" GATE VALVE INSTALL 2" PLUG ON TOP SUND FLANGE AFTER REMOVAL OF POLYPIG SIZE OF VERT[rAL CROSS SHALL BE THE SAME AS SIDE OF MF]N LINE VERTICAL CROSS (W K FL) ONE BLIND FIANCE ON TOP OF CROSS WFFH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE $LOW -OFF ASSEMBLY AND INSTAL_ 2" PLUG AFTER REMOVAL, OF CLEANING -POLY-PIG") ONE BLIND FLMGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND PQLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL 183i05S BEFORE DISINFECTION OF NEW WATER MAIN t /� ; PU131.,IC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN -, 300.6 1 DEPARTMENT' WATER MAINS a: �110 MARCI-I 2010 ASBUILT WATER NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Inn HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MECALiAON, M & H S29, MUELLER SUPER CENTURION 200. AND 'WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIM VALVE OPENING, TWq 2-1/2" HOSE CONNECTIONS NATSONAL STANDARD THREADS- 4" PQMPE:R CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 1.875" 5EA7TLE THREAD X 5" STORZ, ATTACHED W17H 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGQN OPERATING NUT FIRE HYDRANT T4 BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No- 5780-5153 07M ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL, PUMPER CONNECTION TO FACE ROADWAY OR AS 01RECTED BY RENTON FIRE DEPARTMENT, FIRE HYDRANT EXTENSION TO BE USED IF REOdJIRED. —MIN. 18" TO 20" BEHIND BACK Of CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB `� 4.875" x 5" STORZ 5'x5'xV' THICK CONCRETE PAD AROUND HYDRANT. FINISH 70 MATCH SIDEWALK, EXPANS10N JOINT AT 2" BACK OF SIDEWALK CONCRETE SIDEWALK OR PLANTING STRIP -, 1 36" MIN I COVER CONCRETE -� THRUST BLOCK G" x 0" x 4" MiNINUM CONCRETE BEARING��:LOO< �LOQK UNDER HYDRANT TWO-PfECE CAST IRON VALVE BOX WITH LUG TYPE COMER. EQUAL TO OLYMPIC FOUNDRY CO - STANDARD 8" TOP SEC7ION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTiVu CONCRETE BLOCKING �f 1 MAIN LINE TEE. ATH 5- FLANGE SIDE OUTLET. 6.. GATE VALVE (FL X k1J) A1N4YA C-549, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CDR -TEN STEEL TIE RODS. 1/2 YARD 4F 1-1/4" WASHED DRAIN SOCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 4+, 5" CONCRETE PAD ONE MAN fMCK - 1 LEVEL ALL GROUND MIN 3' RADIUS ,r lb" CONCRETI! Pali O U T FI LL HYDRANT LOCATION IN CUT OR FILL 1 I, STD. PLAN — 310.1 PUBLIC WORDS FIRE HYDRANT ASSEMBLY DEPAI?TMENT .,. MARCH 2O10 13%24" PLASTIC METED BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75_ THICK DUCTILE IRON OIAMONID PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324--R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 1Z" MAX FlN1511 GRADE - x W 35- MIN COVER M 5 u hf PRIVATE PIpg1G p�INC z IN UNNFROVED RIGHT OF WAY INSTALL METER BOX AT La J PROPERTY L:NE WITH 12" LONG COPPER TAILPIECE. a w j SIoEwALI{ a TOUCHREAD WATER METER TO HE �- 12" SUPPLIED BY THE a a` CITY 7YPE "K" SOFT o & COPPER TUBING NF.W DUCTILE IRON WATRLMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO 6E INSTALLED IN THE FUTURE GALVANIZED IN51-ALL F01R0 CT4-33 OR 44 FlPr PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIUE SLACk IN COPPER R 9"x3 4" METER: FORL 5ERVICE LINE TO METER. VBH72-15W-44- 1-215WCCIQ33, OR MUELLM, . 4- - I H AENGL E ON INLET AND VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORA COPPEIRSETTER FOR 1" METER: F(YRp VBH72-1$W-44-44G, OR TAPERED THREAD (CC). QUICK JDINT McDONAL11 BRASS: 2T-4T5WCOQ44. OR MUELLER: 1-B-2470-2 BOTH INLET AND OUTLET W1111 QUICK JOINT. PADLOCK DOINGS ON (1" TRICQO-4--Q) OR AY MCDON4L0 47019 INLET ANGLE BALL VALUE AND SINGLE CHECK VALVE ON OUTLET, ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL IAETER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FULINDARY. EXPANSION JOINTS MUSH BE INSTALLED ON B13TH SIDES Cr M177-R ROB{. DRILL 2" DIA, HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN, FROM NEAREST AND MONT EDGE OF PIT LiD TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNLIERNEATH RI85 U14LESS THE WE SPACING ALLC S THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORF THAN ONE RIB. 1 ly PUBLIC WORDS 1" WATER SERVICE STD. PLAN + DEPARTMENT NOVEMBEIR 2009 MARKER 10' JOINT UE 53' R W w VARIES VARIES PAD EL of J SEE SEE PER PLAN PLAN PLAN CO (TYP) 3' MIN 10' MIN SEPARATION IE=PER PLAN --j LENGTH & SLOPE PER PLAN. 2% SLOPE MIN. & 100% MAX WATERMAIN SEWERMAIN T 1.5' MIN 1.5' MIN 6" SIDE SEWER SERVICE STUB SD PER J `� TEE CONNECTION PLAN IE 8" @ MAIN PER PLAN STANDARD DEPTH SEWER MAIN SANITARY SEWER STUB CROSSING DETAIL NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 1 y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT SURVEYED: DESIGNED: TJs DRAWN: TJs CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: 10' JOINT UE 1' TYP PAD EL PER PLAN 4' 13' MIN N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY IE=PER PLAN VERnCAL: NAVD lase HORIZONTAL: NAD 19a3/1991 DATU M WATER MAIN IP ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC ME -MR BOA{ IN 2'" CLOSE NIPPLE PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS: 2" CLOSE NIPPLE 2" 90' ELBOW 2" 90' ELE30W ;., 2" GALVANIZED PIPE AS REOUI1REO ::ONCRETE BLOCKING PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG 81245 f PAGE 609{}) EQUAL TO DLYMPIC FOUNDRY CO. GR.411111 LINE CONCRETE 51DEWAL11 STANDARD 8" TOP SECTION, 6" MAX. WITH REGULAR EASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED GATE VALVE. SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90' EL13W �. ._, CIO INSTAL 4 MIL POLYETHYLENE �D�ba'a lg" MAC{ 4_ 0"0 •n° ° o .a PLASTIC COVER OVER WASHED oQpor10O D,) 0 �$a°- GRAVEL. CUT HOLE MR PIPE ° °o 4 pDa�4� 10 CU. FT, WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MF-SH FOR DRAIN ELEVATION 2 1/2" NST (THOSE) AND 2 1/2" FN5T CAP WITH GASKET 2"x2%2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWWEEN TEE AND 90' ELBOW, 2" 90' ELBOW tip} O 34a.1 PUE3I,iC WORDS 2" BLGW-OFF STD. PLAN + �t DEPART14ENT" PERMANENT ASSEMBLY MARC! [ �010 CITY OF RENTON Planning/Building/Public Works Dept. J. TAB / I � l4t�� oZ Z y 423 p �� F0, STE�`� NA L 2/ 7/21 V G V .� O (0 Lu QM N C a000N �dlN Q 110 i tn � Lo 3L C Lo a-+' N N /c�a W rO, V � r a� Y S-404813 W-404811 IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne ASBUILT WATER NOTES + DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 r 00 C) O I II Q LLI � U C'7 Q00 T O LLI Z DATE: 2/7/2022 F-- m O FlELDBOOK: PAGE: (� LLJ W DRAWING NO: Q (,• v, m SHEET: OF: L.L_