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HomeMy WebLinkAboutzW-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 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_ SHAOIKLE RODS Q W Q LIJ H- H- cn W C) LL_ 6 0 U (n Q 00 N N CD N 0 a> E a 3 a 3 I 0-) ro co i 0 cy 0') co i CD CD CD co i U N > 0 0 Q ed < Lq E L, A A �PAN VIEW� VALVE BOX LID WITH EARS 1N DIRECTION OF 2" SQUARE WATER MAIN AND WORD t � OPERATING NUT I- "WATER" CAST INTO IT IF' MIN. , .. . . 18' MAX 4" GONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-1/4" ❑!A. 12" 1/8' MIN_ 71AICKNESS SEE DETAIL 2 PIECE CAST IKON VALVE 80X, RICH-SEATTLE TYPE OR QLYMPiC FQUNORY 1° STEEL LENGTH AS REQUIRED im1/8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT r)EPTH SECTION A --A VALVE OPERATING NUT. EXTENSION f�1:1 Vli+lEl��:�'U[�l►■I��l■�U�►'gyNl�■►I�11� EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED C +RADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE. ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED A5 NOTED. AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAID! LINE VALVES OUTSIDE PAVED AREAS 3" MIN. WIDTH VALVE MARKER POST WHITE POSTI + t PUBLIC WORI1 VALVE BOX. MARKER & OPERATING STD. PLAN - 330.1 DEPARTMENTIN UT EXTENSION M4RCI.1 2010 MARKER MARKER I .4 14 TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT 15 ON {4" FROM DOTS OR PAINTED LINE) MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT 1S ON (4" FROM DOTS OR PAiNTED LANE DIVIDER) HYDRANTHYDRANT MARKERS !'WISED PAYMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO SE IN13TALLE❑ ON THAT MAIN STREET MARKER FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) ' STD. PLAN - 310.3 + Alm " PUBLIC WORXS HYDRANT MARKER LAYOUT � DEPAI2'PME:SIT MARCI'1 2010 I: 0 a 0. 11- I 11-1/4- BEND i CAP 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 22-1/2' BEND TEE 45' BEND a ~� 90' BEND THRUST BLACK BEARING AREA IN SWARE FEET (SEE NOTES) FOR HORIZONTAL AND D9WNWARO VERTICAL BENDS Solt FIRM SILT OR FIRhI SILTY SAt•10 rQAIPACJ SAND CQUPA,CT $.AND !k GRAVk3 90' 45- BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' PITTING MNF} TOE CAP 4R PLUG & 2.2 1/2' BEND TEE CAP OR PLUG & 72 1/2' BEND TEE CAP OR PLUG do 22 1/2' i v+u EIEND 5EN7 4 7.O #.2 #.2 1.7 2.9 2.1 2.1 .0 2.2 1.6 1.8 1.0 6 13.3 9.4 9.4 3.5 63 4.7 4.7 1.9 5.11 3.5 3.5 1.4 23.3 16.7 16 7 6.7 1.7 .4 # 3.4 9.9 6.3 6.3 2.5 12- 53.0 37.5 37.5 Is.n 26.5 18.8 11$a 7.5 20.0 14.0 1a.0 5.6 AREAS CALCULATED ON 30Q PSI TEST PREMURE. 3'-O" WN. COVER FOR WATERMAIN LESS THAN T2". 4'--V MIN, CQVF-R FLON WATERMAIN 12` OR GREATiR. MAY HEIGHT 9F THRUST BLOCK (FT) = 0.5 x DEPTH CF TRENCH MIN. I4EIC;IT OF THRlJ5T BLOCK (FT) - GO. PIPE + 1.0' TIiRUST BLDDS REARNG AREA REFERS TO �"E FACE Vf BLOCK MEASUF !N SQUARC FEET N OTE5_: 1. LOCATION AND SIZE 'OF 9LOCEUNC FOR PIPE LARGER THAt't 12"OIAMETER AND FOR FML TYPES DIFFERENT TRAN SHOWN MALL BE DETERMINED BY THE ENONEEk 2, ALL BLACKING SHALL 6E POURED IN PLACE AGAINST UNDISTLIRBIED NATIVE GROUND. 3, ALL PWRED 74Rt1S7 OLOCxS SHALL BE DACKFILLFD AF7R i'AIN- 1 DAY- PRFS5URE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL CO1APREVS VE STRENGTH, 4_ ALL BLOCKING SHALL HE CONCRETE CL 5 5, BLOCKING AGAINST FITTINGS SHALL HEAR AGAINST THE GREATEST FITTING SURFACE AREA POS519Lf, RUT SoijA t- NOT COVER OR ENCLOSE BFLL ENOS..101NT BOLTS OR 6LAp1D5 REASMAiH.E ACCESS TO BOLTS AND GLANDS SHALL HE PROVIDED, CONCRETE BLOCKING FOR STD. PLAN - 330.E + PLTBLiC WARES DEPART'MEN'1' HORI�fl 1TAL AND DOVVNVVARD VERTICAL BENDS MARCII 2010 INSIDE HOUSE PREFERRED CONFIGURATION 10) 8 lo 2 I FLOW ADJACENT TO WATER N+ETEk PROPEATY LINE - - -- - SAWDUS= fl i6i (9)!51 FILL mow, mpq kL 2cMIAC7J FROM "P WATER METER 1-.. 101:. 3 '(10)': S i':ID' 4 t 2 E FLOW 4uTS0E FOUNDATION f 5 1 l 6 1 (9 l 15 J SAWDUST FILL FLOW FOR 3/4" AND 1" SERVICE (3/4" SHOWN) # ITEM AM7 1 4C' GAL.VANIZEC StEEL ElJ3OW 4 EA. 2 3/4" PACKING JOINT CDUPLNG W/MALE IRON PIPE 2 VA. THREAD FOR COPPER PIPE SERVICE: FORD C04-33 OR EQUIVALENT FOR GALVANIM PIPE SERVICE=FORD C85-33 OR EQUIVALENT 3 PRESSURE REauaNG VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET. WILKINS 604 SERIES OR EQUAL (WITH INTERNAL BY15ASS AND STRAINER) # 3/4" CLOSE UNION - BRASS (AA X F) 1 EA. S 3/4" BRASS VALVE VARIABLE 6 12" 'STANDARD METER BOX W/SQU0 COVER 1 EA,. CONCRETE: 17 1/4 X 25 5/8 INSIDE DIMENSIDNS. EQUAL TO FOG TITS METER SEAL CO. +2 PLASTIC: 13 X 24 1 INSIDE ❑IMEN5 DN5, EQUAL TO BROOKS METER BOX i 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED R 3/4" X I/4" X 3/4" STD. BRASS TF.E 1 EA. 9 1/4" PETCOCK (M x F) 1 EA. 1C 314' BRASS NIPPLE VARIABLE FU NC T10N THE FUNCTION OF A PRESSJR€ REDUCING VALVE IS TO REDO,, HIGH-WATER Pd2E55URE5 IN THE SERVICE CONNECTICIN TO AN ACCEPTABLE RANGE OF 55 TO 75 PSIINSTALLA11ON OF A PRESSURE REDUCING VALVE IS REQUIRED MERE THE! SERVICE CDNNECTION PRESSURE EXCEEDS BO POUNDS PER SgUARE INN IN ACCOROANCE TO THE UNIFORM PLUMBING CODE. IN S TALL A TION THE PRESSURE REDUCING VALVE SHALL BE LOCATED Oct THE COST0 4ERIS PROPERTY HDGWNSTREAM" Of THE METFR BOX- RESPONSaRILITY FOR PROPER INSTALLATION, 9PERATIAN. AND MAINTENANCE OF THE VALVE SHALL BE AMIAE4 BY THE CUSTOMER, THREE POSSIBLE CONFIGURATIONS FOR NSTALLATION OF THE VALVE ARE "OWN ABOVE. A BUILDING DEPARTMENT PLUmBING PERMIT IS REQUIRED PRIOR TO INSTALLAT1U *UPC REQUIRES PRVS ON DOMESTIC SERVICES WHERE SERVICE PRESSURE > 80 PSI, WHICH CORRESPONDS TO AN ELEVATION OF APPROX. < 380' IN THIS PRESSURE ZONE (565') V ' STD. PLAN - 340. a PITBLIC' WORNS a4" & 1" 1NDIVIDUAL PRESSURE REDUCING * DEPARTMENT VALVE ASSEMBLY BENCHMARK FOUND PUNCHMARK IN 1 y4" 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 RECORD DRAWINGS AS BUILT \l�Jl1 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 VERncAu NAVD 1988 HORIZONTAL' NAD 1983/1991 DATUM n T TYPE A BLOCKING ,. nr.. .� ar nTin x. Drone FI S TYPE B CONCRETE BLOCKING FOR VERTICAL STD, PLAN - 330-3 �mp PUBLIC WORDSFITTINGS DEPARTMENT ARCH 2010 CITY OF RENTON Planning/Building/Public Works Dept. 3.TALf/ z y 423 p �� S T ss/DNA L V O V i ul 3 .� O � am L u c: O N M C a00ON d1 Q N ko i VI Lr) 4-7 N co U r Y W-404812 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 H H s m N O I co Q E] r 00 0 CD C) W Q L"I"J CU m Q 00 T Q LiJ Z DATE, 2/7/2022 F-- m O FliMDBOOK: PAGE.() L. J W DRAWING NO: Q v, m SHEET: 55 OP 89 L.I 00 SCHEMATIC IRRIGATION PLAN (WEST) Know what's below. CD OF CaII before you dig. CD 1 Dial 811 N FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON -- - - NOTES •, 10"C 20661 - - TRACT B - 1. SEE SHEET L9 FOR IRRIGATION SCHEDULE AND -'" Q " T - I - 2. IRRIGATION DESIGN SHOWN J \ ` DIAGRAMMATICALLY. INSTALL PER NOTES AND d _________ ____ ACT C __I - DETAILS. W- _ _ _ _ __ _ U 1 __ _ __ ____ __ __ __ ----------------- LU -----_- --- L------1Q-- -_ -_ __ _�_ --- `� , " , 1 --- ------------ -- ,-- --- - w`` ` -.,--- 11 — — _ - P.O.C. I — — NEW 1-1/2" WATER METER L .I — — --- BF -- - --- _ BP --- - NE 2MI P / P.O.C. j NEW 1" WATER METER NOTE: TWO AREAS ARE COMPRISED �,�� T ,` .� •'%� %� OF 2 SEPARATE IRRIGATION SYSTEMS: $ .kOEEE Of'Aff ABh7H0 2 POINTS OF CONNECTION... APr o 2 WATER METERS. '� 2 BACKFLOW PREVENTION + - ��� ?� ^% / DEVICES, 2 MASTER VALVES, AN D 1tih 2 IRRIGATION CONTROLLERS. I ,W 4 -- UJ 13 _ 15 16 17 18 !UU F..... � w O w r z 5 _ ETIT ZWW mtpW ww rc_ - OZ v yV r �� d, -------------- - - n T J 0 I W n U E 9 / W-404813 e o GD� ` 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q CURRENT PLANNING O J IL rn MHerrera 11/23/2020 j U i a'F Icso / ; _./ 217 _ �� —T— DEVELOPMENT ENGINEERING O msippo 02/15/2 OD021 O CITY OF RENTON INC REVIEW JLB 2/10/2020 JLB " ,p,ltr: wvfw, SCHEMATIC IRRIGATION PLAN (WEST) pR 9/27/20 I— Z 'I n BENCHMARK 2 CITY REVIEWCO'.MENTS41M0 JMV 412&2U20 r JMV te'=30'-01, "�"� . CITY OF m y3 CITY REVIEW COMMENTS 817W TOR 5I0]2020 JMV JMV FOREST TERRACE PLAT ""�"` � O po FOUND PUNCHMARK IN 1}/y BRASS FOUND PUNCHMARK IN �" BRASS PIN 3 CITY 85ELONOARY TREE REVIEW COMMENTS 9134Y20 TCR 9124YM0 JMV JMy RENTON PULTE GROUP, INC „� W DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE DATUM 0.4• BELOW GRADE (7/20/2017) 1.4• BELOW GRADE (7/20/2017) ;E OVIL DATUM Plonning/Builtling/Public Works Dept. 3535 FACTORIA BLVD SE., #110 c LLI d HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 8}/11) OBSERVED (NAD 63/11) NO. REVISION BY DATE APPR"'�p9x" BELLEVUE, WA96006 O U d NAD '83/11 N4V0 '88 N:191092.94, E:1 }I14]6.14 N:191241.]], E:1}11461.}0 JMV vm. %5 �8Q. m co SCHEMATIC IRRIGATION PLAN (EAST) U � Know what's below. CD OF CaII before you dig. Wt 1 Dial 811 N FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON J1 } 4 3 - --- — NO ES _>11. \ _.._ �C LEDON HOA TRACT B , , : _ 1 1 -- I '- _ -_ _ _ 128800 _0220 1. TSEE SHEET L9 FOR IRRIGATION SCHEDULE AND TREE PROTECTION TRACT , I, v v - _ •� NOTES. d ' _ ` o ` \ _ 1 2 IRRIGATION DESIGN SHOWN ll.l --- , . i J - - __ — ---\ T / o ! i a DIAGRAMMATICALLY. INSTALL PER NOTES AND , , _ __, \ , i , `C d („) __ , , - _ -- , - DETAILS. 1' ------ i _ __-_ -- -\\\ w - -- ---- -. -- ----- !III z e _ w 'A' ! U w____ ____ TRACT A < Z - I �o 1 , i - = , , , , \ �' , ' -III az LLI 1 _ O_ a /- 36 00 I µ Q 1 3 2, 1 _ a . ILL _ � 11 g �' ❑ NE 27TH PIL —� G�S Soo a -- GI ` \ • __ ___ 3 OM10 zzz I J-1 LU t. 111 LU II Q �OF WASy7 ORLINSKI MILOSZ �P< ,.FµvaR�'VG•O OB+FINNIGAN d.1, 128800-0010 0 w _-t Z w ' ` 1 _ 24 - 1 a D' ��DBE:A�P 0 L 1 19 20 21 22 23 00 _ 11 I , N882206 W ¢ p 0 g , _. ---- ----__ _____ _________ ______________ ______ _____ __ x z O) (O OJ K Z ww 3 z _ i O fs -� N N Z - --- __ ___ _ _ __ _ _ _____________ Y a a JK _______ a y_ ___ _______ t — - -- - — --- -- -... - _ ° 880920- 00 I - EE n - O - _ 13 o ' _ - Q- RGHAR� 88092 b8 o GoNSJy i G W-404814If b -+ i rE25 1 Q INCOMPLIANCE WITH CITY OF RENTON STANDARDS F TREE PRocrlk�N TRACT' CURRENT PLANNING J d KANG H MHerrera 11/23/2020 LU 880920 M 1, " -- `� I ENGINEERING c -i DEVELOPMENT c r - - msippo 02/15/2021 cr 1 CITY OF RENTON 2NO REVIEW JLB 2l OM2Q JLB a �� w0 SCHEMATIC IRRIGATION PLAN (EAGn pR:9/27/20 F Z n BENCHMARK 2 CITY REVIEW COMMENTS JMV 412MOO JMV ter'=30'-0° "�"� . CITY OF m y _ 3 CITY REVIEW COMMENTS 817W TOR 5M72020 JMV JMV � FOREST TERRACE PLAT �_�� � O p0 FOUND PUNCHMARK IN 1}/y BRASS FOUND PUNCHMARK IN BRASS PIN 3 CITY& SECONDARY TREE REVIEW COMMENTS 9124Y20 TCR W24YMN1 JMV """" JMy RENTON PULTE GROUP, INC LU DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE DATUM 0.4' BELOW GRADE (7/20/2017) 1.4• BELOW GRADE (7/20/2017) ;L DATUM Plonning/Building/Public woks Dept. 3535 FACTORIA BLVD S.E., #110 cr LLI d HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NO. REVISION BY DATE APPR '�0"°"" BELLEVUE, WA96006 U d MAD '83/11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 JMV '¢' %8 � �• 0 m h g a W U W I- rn W ir O LLL IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION OT HUNTER MP CORNER PROS-06-PRS40-CV TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI MP ROTATOR NOZZLE ON PRS40 BODY. T=TURQUOISE ADJ ARC 45-105. Q ©IS HUNTER MP1000 PROS-06-PRS40-CV TURF ROTATOR, 6" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. 000 HUNTER MP2000 PROS-06-PRS40-CV TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. HUNTER MP3000 PROS-06-PRS40-CV TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PR940 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC, 0 HUNTER MP3500 PROS-06-PRS40-CV TURF ROTATOR, 6.0" POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. m m HUNTER MP800SR PROS-06-PRS40-CV ADJ' ND TURF ROTATOR, 6.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) SYMBOL MANUFACTURER/MODEUDESCRIPTION ® AREA RECEIVE DRIPLINE HUNTER HDL-04-24-CV HDL-04-24-CV: HUNTER DRIPLINE W/ 0.4 GPH EMITTERS AT 24" O.C. CHECK VALVE, DARK BROWN TUBING WITH TAN STRIPING. DRIPLINE LATERALS SPACED AT 24" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER RED BARBED OR PLD-LOC FITTINGS. SYMBOL MANUFACTURER/MODEUDESCRIPTION HUNTER ICV-G 11, 1-1/211, 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAUMUNICIPAL USE. INSTALL IN VALVE BOX. ONE (1) VALVE PER BOX. BF ZURN WILKINS 950XLT 2" DOUBLE CHECK VALVE ASSEMBLY (STATE APPROVED). TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. GRADE LEVEL VAULT WITH BOLT LOCK LID. ZURN WILKINS 850 BALL VALVE, SIZE TO MATCH PIPE. CARSON INDUSTRIES #1730, TWO (2) AT POINT OF CONNECTION. © HUNTER PC-400 LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 4-STATION BASE MODULE CONTROLLER, 120 VAC, HARDWIRE CONNECTION. OUTDOOR MODEL. PROVIDE GROUND AND BATTERIES PER MANUFACTURER'S SPECIFICATIONS. ® HUNTER SOLAR -SYNC SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. WIRED. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 VaNa CI Valve Number CITY PSI 4 40 1 40 1 40 2 40 12 40 6 40 CITY 107,545 L.F. CITY 2 1 1 1 621.7 L.F. SCHEMATIC IRRIGATION SCHEDULE AND NOTES OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A) INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B INSTALLATION OF IRRIGATION SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITYPLAN(S PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C) VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.CJ CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D) INSTALLATION OF SLEEVING, 2. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS AND/OR NOTES PROVIDE A ONE (1) YEAR WARRANTY/GUARANTEE FROM FINAL ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP. 3. COORDINATE IRRIGATION INSTALLATION WITH GENERAL CONTRACTOR, ELECTRICAL CONTRACTOR, LANDSCAPE CONTRACTOR OWNER ARCHITECT AND LANDSCAPE ARCHITECT. 4, LANDSCAPE CONTRACTOR TO TEST AVAILABLE WATER PRESSURE PRIOR TO BEGINNING ANY WORK. PROVIDE WRITTEN TEST RESULTS TO LANDSCAPE ARCHITECT. 5. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 6. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND REQUIRED CITY INSPECTIONS. 7. SUBMITTALS: A) SUBMIT ENE (5) COPIES OF EACH ITEM LISTED BELOW FOR LANDSCAPE ARCHITECT'S REVIEW AND APPROVAL, B) PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED, C) CONTROL WIRING PATH DIAGRAM, D) "AS -BUILT" DRAWINGS. E) OPERATION AND MAINTENANCE MANUALS. 8. PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT" RECORD SET OF PRINTS WHICH ARE TO BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND NOTES AND EXACT "AS -BUILT" LOCATIONS, SIZES AND KIND OF EQUIPMENT. THIS SET OF DRAWINGS. ARE TO BE KEPT ON SITE AND ARE TO BE USED ONLY AS THE RECORD SET. ALL WORK IS TO BE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING WORK AS ACTUALLY INSTALLED. DIMENSION FORM TWO (2) PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, WALKS, OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING: A) CONNECTION TO WATER LINES (P.O.C.), B) CONNECTIONS TO ELECTRICAL POWER, C) GATE VALVE, QUICK COUPLERS, AND REMOTE CONTROL VALVE, D) ROUTING OF MAINLINE (DIMENSION MAXIMUM 100' ALONG ROUTING), E) ROUTING OF CONTROL WIRING, F) OTHER RELATED EQUIPMENT AS DIRECTED BY THE LANDSCAPE ARCHITECT. 9. PREPARE AND PROVIDE PRIOR TO COMPLETION OF CONSTRUCTION, A THREE RING BINDER CONTAINING THE FOLLOWING INFORMATION: A) INDEX SHEET STATING CONTRACTOR'S ADDRESS, TELEPHONE NUMBER, FAX, E-MAIL AND A, LIST OF EQUIPMENT WITH NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVES, B) CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS, CONTRACT, C) GUARANTEE STATEMENT, D) COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. E) CONSTRUCTION DETAILS FROM THE PROJECT, F) COMPLETE TROUBLE -SHOOTING GUIDE TO COMMON IRRIGATION PROBLEMS. G) WINTERIZATION AND SPRING START-UP PROCEDURES, H) CHART OF APPROXIMATE WATERING TIMES FOR SPRING, SUMMER, AND FALL, 1) A COPY OF THE "AS -BUILT" DRAWINGS AND CONTROLLER CHART. # 1i Valve Fbw rMIGTCN SKYNN ONGRNYTr3LLY FOR PLAN CWM1IY. CCM40N TRENCH AND PLACE ECUIa4ENT IN LANDSCAPE: W✓6ClD WNUPm VALVES N IAMCENT SHRUB AREAS MERE FEASIBLE, 8CH 40 WE SUNG CHART PE SRF J. I I I. I I I 1 1 I 1 HAN Qf9 I-B .1-IS IJ.143111-JI JL1-SJ SJ.I-A W4 (1N(.) 10. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SEE BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, TO- ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 11. MAINLINE PIPE TO BE BURIED 18 INCHES LATERALS 12 INCHES AND SLEEVES 24" INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 12. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR 100 PERCENT COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 13. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 14. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 15. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBUSHED DATA. 16. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 17. EACH VALVE BOX TO CONTAIN A MINIMUM OF 1 DECODER. CONNECTED TO JACKETED HUNTER IDWIREI (14 GLACE), RECOMMENDED FOR WIRE PATH LENGTH UP TO 10,000 PT OR HUNTER IDWIRE (12 GLACE) FOR WIRE PATH LENGTH BEYONE 10,000 FT UP TO 15,000 FEET. THESE MA%IMUM WIRE PATH LENGTHS ARE FOR ACTIVATING UP TO 225 HUNTER DECODERS, 6 P/MV AND UP TO 6 SENSOR DECODERS. AVOID RUNNING POWER CABLES AND DECODER PATH IN PARALLEL. ALL WIRE PATHS AND ITS BRANCHES SHOULD BE ENDED WITH PROPER GROUNDING. NEW CONSTRUCTION CAN RELY ON EXISTING WIRE PATH BY TIEING ON AND EXTENDING OUT TO SERVICE NEW CONSTRUCTION, UP TO A MAXIMUM 225 VALVES. 18. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 19. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW' TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT. OR PURVEYOR. AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS. INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 20. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 21. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST 70 WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM }DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETO ('FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB ERE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 22. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 23. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. 24, CLEANUP AND PROTECTOR: DURING IRRIGATION WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT IRRIGATION WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE AND IRRIGATION OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE AND IRRIGATION WORK AS DIRECTED BY THE OWNER. 25. PRIOR TO BACKFIWNG IRRIGATION TRENCHES, LANDSCAPE CONTRACTOR SHALL CONDUCT A WATER PRESSURE AND COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR TO GIVE 3 (THREE) WORKING DAYS NOTICE PRIOR TO TEST. 11.-11:-II' -=1L=II:=11-I II J 11=11= I II II' II II II-11 I b-' 11-II-II IIt= 9. II I II 'II' II II=1I=11 If=.l �Fll� I II II' II. II 11=. 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TO PROVIDE FIr THREADED FTC. AND CAP z - W ON DISCHARGE SIDE OF W METER N FEW SCH 80 /� LQUICK COUPLING PVC UNION VALVE (BLOWOUT)E DOUBLE CHECK METER P R - VALVE PER DETAIL CITY STANDARDS SCH 80 PVC UNION METER STOP TYPICAL � � PVC PER CITY STDS. � NOTE: THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES POINT OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12' MINIMUM EQ EQ CLEAR FROM WALLS TO TEST COCKS, BOLT LOCK LID J-111-11 L- DOUBLE CHECK VALVE (STATE APPROVED WATER SERVICE - ASSEMBLY) RESILIANT SEATED VALVES WITH FROM METER TEST COCKS, INSTALL ASSEMBLY WITH TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS C PVC MAINLINE PER PLAN LSON 80 NIPPLE AND FEMALE ADAPTER - TYPICAL UNION AT EACH SIDE OF VALVE i7O7 C-7C SCH 80 PVC - TYPICAL Q QED In SCH 80 NIPPLE - TYPICAL O ITT 7 C (�� BLOCK AS NECESSARY WITH BRICKS �! O`y>✓ L �! C`�qy- AT BASE OF BOX lJ IJIJJ�J, .�-�'T ,1. "Jl l;� SUMP 1 C.F. 7/8" WASHED GRAVEL PO�o. �QiJ �C�II NOTE: maw-r-III- INSPECTION OF COMPLETED ASSEMBLY w BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY DETAIL NOI ID SCAL CITY OF ' RENTON Planning/Building/Public Works Dept. 2 ut Gi U � 0 Z S 2 W O N � w uF O a iW g Q M N N 2 0 BIG ON 5 Z GO tp OJ I W z PULP UP Q In Ln Z3 i A NN ww N Z N N j, UP rl N ON,W. Q LD z W-404815 1 9 1 Do" IN COMPLIANCE WITH CITY OF RENTON STANDARDS F_ CURRENT PLANNING IL O Q MHerrera 11/23/2020 LU W U0) DEVELOPMENT ENGINEERING O cc < T msippo 02/15/2021 c O EMATIC IRRIGATION SCHEDULE AND NOTE ""9/27/20 m FOREST TERRACE PLAT w O PULTE GROUP, INC m N 3535 FACTORIA BLVD S.E., #110 4"" D= LLI BELLEVUE, WA 98006 n gg 0 m 00 NT 0 V I` N ry h g a W U W H F_ Fn W ir O LL FINISH GRADE O5 SUB -SURFACE DRIPLINE: RAIN BIRD XF SERIES PVC DRIP MANIFOLD PIPE BLANK TUBING © 12-INCH VALVE BOX WITH PVC 1" X yi TRUE UNION COVER: BALL VALVE RAIN BIRD V8-STD �] 3-INCH MINIMUM DEPTH EASY FIT MALE X BARB OF 3/4" WASHED GRAVEL ADAPTER: 8� BRICK (1 OF 2) RAIN BIRD XFF-MA-075 FLUSH POINT WITH BALL VALVE NOT TO SCALE ICD-100 DECODER ON STAKE NOT TO SCALE I I x � m Z SCHEMATIC IRRIGATION DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 6' ROUND VALVE BOX AR/VACUUM RELIEF VALVE 1/2" PVC TEE COMPRESSION ADAPTER TYPICAL DRIPLINE - TYPICAL OR BLANK TUBING - TYPICAL 1 C.F. 7/8" WASHED GRAVEL SUMP BRICK SUPPORTS NOT AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. FOR USE ON ZONES OF 7 GPM OR LESS ONLY (PLUMBED TO TUBING). 1/2' AIR/VACUUM RELIEF VALVE DETAIL NOT TO SCALE LEGEND O1 wscH, QPVCPIPE OI'SCH. IBPVCPIRE 3OICA11MIDECODERPERPLAN 4OELECTRKC CABLETIE ORNISHED WIDE ©VALVEPERPUN (I)TO EARTH GROUND 6OOBRfYS 9ONCY,EIEDIDWTREPATH NOTE BARITE MOUND TO BE A MINIMUM OF B''AWAY FROM DUALS AND AT ARIGHT ANGLE TO THE TWO WIRE PATH TRENCH CONDITION SLEEVE CONDITION FINISH GRADEWA. - ( 0 � )i PAVING SECTION PER CIVIL PLANS w COMPACT BACKFILL Z OY AT 90% DENSITY (TOPSOIL BACKFILL) AT 95% DENSITY (STRUCTURAL) (QI' PVC LATERAL Y C OFFSET YJJJ III��� SLEEVING o tL^ b ALT. WIRE SLEEVE lT PVC MAINLINE Tyr LARGER THAN 1/2` I, NOTE: SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE FINISH SCH 40 PVC 45' FOUR (4) 4"x8" FINISH GRADE VALVE BOX QUICK COUPLING VALVE SUMP 1 C.F. 7/8" WASHED GRAVEL THREE (3) 4'ke" BRICKS MARLEX ELL - TYPICAL SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE DETAIL NOT TO SCALE NOTE: 1. LOCATE VALVE BOXES IN FUMBLING AREAS. 2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PIASHC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE. 3. ALL THREADED CONNECTIONS TO BE MADE USING TEFLON TAPE. 4. ALL CHANGES IN ELEVATION SHALL BE MADE USING SCH 40 PVC 45' ELBOWS. BALL VALVE DETAIL NOT TO SCALE NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (187 OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR PLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 13/y BRASS FOUND PUNCHMARK IN %' BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE rN 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 NAVE '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 CITY OF RENTON 2ND REVIEW CITY REVIEW COMMENTS 4MMO REVISION SIDE VIEW DRIP IRRIGATION VALVE NOT TO SCALE VALVE BOX WITH LOCKING SCH 80 PVC UNION SxS SCH 80 PVC NIPPLE TxS 0 FINISH GRADE O2 STANDARD VALVE BOX WITH COVER: RAIN BIRD VB-STD O3 WATERPROOF CONNECTION: RAIN BIRD DB SERIES 4O VALVE ID TAG O5 30-INCH LINEAR LENGTH OF WIRE, COILED © 1" X 3/4' REDUCING COUPLING (INCLUDED IN XCZ-LF-100-PRF KIT) O PRESSURE REGULATING FILTER: RAIN BIRD PRF-100-RBY (INCLUDED IN XCZ-LF-100-PRF KIT) 8O LATERAL PIPE O PVC SCH 40 FEMALE ADAPTOR OR REDUCER 10 REMOTE CONTROL VALVE: RAIN BIRD LFV-100 (INCLUDED IN XCZ-LF-100-PRF KIT) 11 PVC SCH 40 TEE OR ELL TO MANIFOLD 12 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 13 MANIFOLD PIPE AND FITTINGS O EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE O2 SUB -SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIRDNE NON -POTABLE: XFSP DRIPLINE O NONE DRIP EMITTER ® TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) OS TURF/FINISH GRADE OR SHRUB BED WITH MULCH INCH (3") THICK LAYER OF :RAVEL OR APPROVED EQUAL WELDED WIRE MESH NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES DRIPLINE BURIAL PVC SCH 80 SxT 90' ELBOW PVC SCH 80 UNION WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISH GRACE SPARE WIRE WNH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER WE SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" WASHED GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE BY I DATE I APPR NOT TO SCALE POP-UP — PAVING— SPRINKLER — FLUSH AT LAWN AND FLUSH WITH MULCH LINE SPRINKLER — PVC SCH 80 N PVC LATERAL- • ..L OF ! , OBSTRUCTIONMMULCH CONDITION �MEN FINISH GRACE nl�i�58 NOTE: MANUFACTURER'S LIMNS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE MARLEX 90' ELBOWS ONLY) CITY OF RENTON aK no. DATUM u w�xwX Planning/Building/Public Works Dept. r NOF o-s .n x+M ec4•Nn. U Kn°wwhabVs below. 0 CaII before you dig. 1 Dial 811 TOP VIEW 2 ci U � 7 ZS i O � � w o a Q w LL � g � Q M N N 2 I I i N Q N Z N N j, rl °'ON,. Q4k�s 0 2 W W-404816 y IN COMPLIANCE WITH CITY OF RENTON STANDARDS F_ =RENT PLANNING MHerrera 11/23/2020 O fl W U DEVELOPMENT ENGINEERING O Q Do msipp, 02/15/2021 c SCHEMATIC IRRIGATION DETAILS "9/27/20 LU FOREST TERRACE PLAT ° O PULTE GROUP, INC Ha U LU 3535 FACTORIA BLVD S.E., #110 Er LLI BELLEVUE, WA 98006 78 gg OW m