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HomeMy WebLinkAboutS-404802.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