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HomeMy WebLinkAboutWTR2703132.1N M� x w w M E~ w � o N �p 3� a O F" w z w O //i 0 S, Paved REBAR & CA STA. f 0+ 14, RT. 60' N184518.426 8" x 12" INCREASER MJx 1297744.22 (4) 3/4" SHACKLE RO S DEAD -MAN BLOCK TO CR SE Grass 008 STA. t0+14, RT. 70' EXIST. DEAD -MAN BLOC SEE DETAIL THIS SHEET SDMH-G-96 RIM 27.62 EX. 8" WATER LINE WE 13.62 (W-0455) BOT "C EX. 12 fE LINE (W-0 7 ) Gate STA. 0+14, T. 34' 12" x 6" TEE (MJxFL INV 18.41 6" GV (FLxMJ) J CONCRETE BLOCK STA. 0+21, RT. 34' J FIRE HYDRANT ASSEME cXn 0 Gras DIESEL (y Ld ----- GAc ME ERS w rass (21- Ej 5-14 �- 0� / B- d OP 17.97 V 15.87 4.67 CO o SDI❑ o- 127 - 12' c � 10.71 17.1 6.21 CB - I TOP 0.5 INV 14.5 INV 1 4.5 OT 0 ACTION AVIATION �r O 6 HANGAR 00_--27' Ed- - STA. 0+ 14, RT. 15' 12" 45' BEND (MJxMJ) CONCRETE BLOCK Aircraft arking STA. 0+33, LT. 13' 12" 45' BEND (MJxMJ) CONCRETE BLOCK I- 47 F 12" DI 36 a t c FH cn -A BRAS ISC 305 SDMII48 N1 440.724 RIM 18.92 1298108.17 ra-ra- t .36 _ -- - BO F 15.12 6- - �, s o SS H ` d m 6v"• 0+61 EL 12.02 _ 0 12" x 6" TEE (MJxFL) ---- ------------ - z 6 G.V. (FLxMJ) --- CBI i 6" PLUG (MJ) }_ 1OP 18.92 CONCRETE BLOCK TRAP W 18.02 BOT 15.12 NEW 6" FIRE SPINKLER STUB BY OTHERS. SEE NOTE (THIS SHEET) CBI ri TOP 18.53 INV W 17.08 N WE 16.63 BOT 14.83 -o SDMH 6" 08-04" RIM 19.00 00 CB 08-02" TOP 18.57 WE 16.17 BOT 14. _ S M I I ---- 129 SDMT1 ;7MMRM0" PRD TOP 19.30 WL 16.00 801- 14.70 1- co 3 00 5-60 n boo) SSMH RIM 188 00 N' EL 1 4.20 0 N- CO INV CBI TOP 1 6.6\ 5- 63 61 WL 16.33 6 130T 15.63 Cr CB-1 I RIM 2.5 TOP 1 .10 FIT S E: 1' = 40' TOF, PI 15.98 WE 1 6. -4 ROT 14. 0 B" TRENCH RAIN - r, RD RM 18�. WOR' jL2-64I.02 Conc FIELD LOCATED UNDERGROUND TANK r, pOSITiO❑ C-1S 0 S, Conc 8"F on EX. 8 STA. f 0+14, RT. 70' EXISTING DEAD -MAN BLOCK STA. f 0+14 RT. 50' WITH DEAD(M)AN/TO 8" PLUG 4" SHACKLE RODS (2) 12" BLIND F2" VERTICAL LANGE (MJxFL) (1) 12" PLUG (MJ) W/ 2" TAP AND 2" PLUG 2" B.O. ASSEMBLY W/ TEMP. CONCRETE BLOCK NEW 12" DIP a\ TESTING CONECTION DETAIL STA. f 0+14, RT. 60' n)f r_N1 it,-, TIE --IN CONNECTION DETAIL CONCRETE PAVEMENT REMOVAL AND RESTORATION RESTORATION BY OTHERS f 12" CL 3000 CONCRETE (1) LIFT SAWCUT FINAL JOINT TYP. EACH SIDE AFC ❑ 0 N C o w 12" EXIST. f 12" CONCRETE 0 o TYP PAVEMENT, TYP. 5-119 TRENCH oConte 5/8» CRUSHED ROCK BACKFILL 12" DIP WITH P OLYWR AP -$Y--OTH€R& - (SEE NOTE- THIS= SHE T} P Y LIMIT OF TRENCH STX_3+6,�,-L�-_ PATCH PAYMENT x €r" TEE--(MJxFL - COYIC 6'-6" MAXIMUM FOR WATER -(FLxMJ-}- r -6"RRRwc-(Mjy PERPPENDICULAR TO ROADWAY CENTERLINE GONGRETE�BLOC 4'-6" MAXIMUM FOR WATER AREA DRAIN PARALLEL TO ROADWAY CENTERLINE TOP -11RV SW 18.02 _ _ - NOTES BOT 17.62 POSff 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED ANEW 6" FIRE SPRINKLER STUB BY OTHS{�EE-tV�T HIS SHEET) PER SPECIAL PROVISIONS 5-06.1 AT THE END OF EACH WORK DAY. ER STA. 4+02, LT. 13' THE UNDESTURBED EDGE IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 12" x 6" TEE (MJxFL) 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' , OR 2' BEYOND a 12" PLUG (MJ) 6" PLUG( (MJ)) THE UNDESTURBED EDGE OF THE TRENCH AS SHOWN. © o CONCRETE BLOCK 3• ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL TA. 4�51ur t5' BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. �;. 5-121 4• ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMINATELY PATCHED 12" x E (MJxFL) UPON COMPLETION OF WORK WITHIN ROADWAY AREA. 6" GV FLxJ)) CL 2"cR (BJJOCKS Cony NOT TO SCALE F H --LT--3 FRE HYDRANT ASSEMBLY COI V CR ETE RESTORATION DETAIL- RECOMMENDED FOR APPROVAL WATER TILITY DATE -A,� C�- -v MNNTEIqANCE SERVICES/DIRECTOR DATE Al ORT M N GER D TE CONSTRUCTION NOTES 1. OWNER SHALL VERIFY TYPE AND DEPTH OF MATERIAL ALONG TRENCH PATH PRIOR TO EXCAVATION. 2. WATER MAIN TRENCH SHALL MAINTAIN A MINIMUM OF 5 FT. SEPARATION FROM EXISTING UTILITIES. 3. ALL WATER MAIN TRENCH BACKFILL MATERIAL SHALL BE IMPORT. NO NATIVE MATERIAL UNLESS APPROVED BY THE ENGINEER. 4. ALL CONCRETE RESTORATION SHALL BE COMPLETED BY OTHERS. ALL TEMPORARY PATCHES ARE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. 5. ALL CONNECTIONS TO SPRINKLER SYSTEM(S) SHALL BE INSTALLED BY OTHERS. 6. THE CONSTRUCTION BASELINE STA. 0+00 IS AN ARBITRARY LOCATION ESTABLISHED BY A PHYSICAL MEASUREMENT 10 FT. SOUTH AND 27 FT. WEST OF THE SOUTH EAST CORNER OF THE ACTION AVIATION HANGER LOCATED NORTH OF BOEING 5-14 BUILDING. THE BASELINE CONTINUING SOUTH IS MEASURED 20 FT. EAST OF BOEING BUILDING 5-14 NORTH BUILDING LINE, AND 20 FT. EAST OF THE SOUTH BUILDING LINE OF BOIEING BUILDING 5-60. 7. KNOWN UTILITIES DEPICTED HAVE BEEN IDENTIFIED FROM MULTIPLE SOURCES AND HAVE SOME DISCREPENCIES. THE CONTRACTOR SHALL USE CAUTION WHEN CROSSING UTILITIES IDENTIFIED ON BASE MAP. W40 / 2o2 2" CL 'B' ASPHALT CONCRETE SAWCUT FINAL JOINT (1) LIFT ,� TYP. EACH SIDE 4 17'r TRENCH EXIST. ASPH. CONC. PAVEMENT, TYP. 0 12" 2" CL 'B' ASPHALT CONCRETE PATCH TYP (1) LIFT O 5/8 CRUSHED ROCK .BACKFILL 12" DIP WITH POLYWRAP PAY LIMIT OF TRENCH PATCH PAYMENT 6'-6" MAXIMUM FOR WATER PERPPENDICULAR TO ROADWAY CENTERLINE 4'-6" MAXIMUM FOR WATER PARALLEL TO ROADWAY CENTERLINE NOTES 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISIONS 5-06.1 AT THE END OF EACH WORK DAY. THE UNDESTURBED EDGE IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' , OR 2' BEYOND 3. THE UNDESTURBED EDGE OF THE TRENCH AS SHOWN. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMINATELY PATCHED UPON COMPLETION OF WORK WITHIN ROADWAY AREA. NOT TO SCALE ASPHALT RESTORATION DETAIL /\6 - Bu � L--r PEA2 G vi N arc 5 SCANNED OCT 2 8 2005 S(,'ANNF:n ()rT 0 P,?.�.►�. � �� ? �r,7 ,qc�.' 3�3�p2