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HomeMy Public PortalAbout1999-2000 Citywide Storm Drain & Street Improvements; Project Number: 09-90-61.44-17GITIEWILJE P1_) ET ZMs-C J\�\ l OM �I J GENERAL NOTES J —I 1. ALL WORKS SHALL BE DONE IN ACCORDANCE WITH APWA STANDARD SPECIFICATIONS, 1997 EDITION, AS AMENDED BY 1998 & 1999 SUUPLEMENTS. 2. HDPE STORM DRAIN (SD) PIPE AS SHOWN ON PLAN SHALL BE HIGH DENSITY POLYETHYLENE CORRUGATED EXTERIOR, SMOOTH INTERIOR "SURE LOK-WT" AS MANUFACTURED BY HANCOR INC. OR APPROVED EQUALL FOR HDPE PIPES. 3. CONTRACTOR SHALL MAINTAIN AND KEEP ALL VEHICULAR AND FOOT TRAFFIC ACCESS OPEN TO SURROUNDING HOUSES UNLESS PERMITTED BY THE HOMEOWNERS TO CLOSE ACCESS. SAID POINT OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACIUTIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACIUTIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACIUTIES OR INTERFERE WITH THEIR SERVICE. NE CONTACTOR SHALL REPAIR OR REPLACE ALL UTILITIES AND SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE CITY. 5. ALL WATER AND GAS MAIN AND SERVICES IN CONFLICT WITH NEW STORM SYSTEMS SHALL BE RELOCATED BY CALIFORNIA WATER COMPANY AND PACIFIC GAS AND ELECTRIC COMPANY, RESPECTIVELY. IT SHALL BE THE RESPONSIBLITY OF CONTRACTOR TO COORDINATE ALL NECESSARY UTILITY RELOCATIONS IIF REQUIRED WITH THE APPROPRIATE UTILITY COMPANIES, GANG AT LEAST 72 HOURS NOTICE PRIOR TO THE NEED OF INSTALLATIONS. 6. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY LAWS AND ORDINANCES AND REGULATIONS OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, O.S.H.A. AND INDUSTRIAL ACCIDENT COMISSION RELATING TO SAFETY AND CHARACTER OF WORK, EUIPMENT AND LABOR PERSONNEL. 7. THE CONTRACTOR SHALL PROVIDE ALL UGHTS, SIGNS BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBUC SAFETY AND IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, 1992 EDITION. 8. CONTACT UNDERGROUND SERVICE ALERT (U.SA) (800) 227-2600 AT LEAST 48 HOURS PRIOR TO BEGGINING ANY EXCAVATION WORK FOR ASSISTANCE IN LOCATING UNDERGROUND UTILITIES. 9. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO THE TIME WHEN STAKING SERVICES ARE DESIRED. 10. CONTRACTOR SHALL REPLACE OR REPAIR, AT HIS OR HER OWN EXPENSE, ANY AND ALL DAMAGED, REMOVED OR OTHERWISE DISTURBED WALLS, FENCES, CURBS, ABOVE -GRADE IMPROVEMENTS OR PHYSICAL FEATURES OF WHATEVER NATURE TO THEIR THEIR ORIGINAL CONDITION, WHETHER SPECIFICALLY INDICATED ON THE PLANS OR NOT. 11. ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES WHICH CROSS NEW STORM DRAINS SHALL BE RECORDED AND AND BROUGHT TO THE ATTENTION OF NE ENGINEER SO THAT ANY CONFLICTS CAN BE RESOLVED PRIOR TO INSTALLATION OF NEW STORM DRAINS. 12. CONTRACTOR SHALL VERIFFY THAT THESE PLANS AND SPECIFICATIONS REFLECTS THE WORK TO BE DONE AND SHALL SATISFY HIMSELF AS TO THE ACCURACY BETWEEN THE WORK SET FORTH ON THESE PLANS AND THE WORK TO BE COMPLETED. DISCREPANCIES SHALL BE RECORDED AND BROUGHT TO THE ATTENTION OF THE CITY PRIOR TO BIDDING THE PROJECT. 13. ALL TRENCHING OPERATIONS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF TITLE 8 (CAL/OSHA). 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE ON AND OFF THE PROJECT SITE AS A RESULT OF THE LACK OF DUST CONTROL OR ANY OF HIS/HER CONSTRUCTION ACTIVITIES. 15. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. VARIATIONS SHALL BE RECORDED AND PRESENTED TO THE CITY UPON COMPLETION OF CONSTRUCTION ON AS -BUILT DRAWINGS. 16. ALL EXISTING PARKING STALL AND CROSS WALK STRIPING NAT IS REMOVED DURING CONSTRUCTION SHALL BE REPLACED WITH THERMOPLASTIC. 17. IF DAMAGE OR MOVEMENT OCCURS TO ANY EXISTING UTILITY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY NE CITY AND THE APPROPRIATE UTIUTY COMPANY AT THE FOLLOWING TELEPHONE NUMBERS: CITY OF SAN MATEO ENGINEERING CALIFORNIA WATER SERVICE COMPANY PACIFIC GAS & ELECTRIC PACIFIC BELL TCI CABLE CO. (650) 522-7300 (650) 343-7698 (650) 344-6374 (650) 592-9410 (408)493-7237 (650)345-2565 (8:OOAM-5:OOPM) (7:OOAM-5.00PM) (OTHER HOURS) (24 HOURS) ijEICT' W..). 0 18. BEFORE CONTRACTOR LEAVES THE CONSTRUCTION SITE AT THE END OF EACH WORK PERIOD, ALL SIGNS BARRICADES, LIGHTS, COVERS, ETC. SHALL BE IN PLACE SO AS TO ENSURE NO SAFETY HAZARD EXIST IN HIS OR HER ABSENCE. 19. CONTRACTOR SHALL NOTIFY BUSSINESS AND PROPERTY OWNERS IN ONE BLOCK VICINITY OF PROPOSED CONSTRUCTION 48 HOURS BEFORE NE START OF CONSTRUCTION. \Iat s)VEMEPJTS iN 1 D Ta _a HOEIART AVE_ AC ARTHUI AVE ARNESON AVE =H E ETa " \ p ._Y LAJ U Z BARNESON AVE CENTRAL PARK &N RTH 4 9TH AVE J7 C HAYWARD 10TH AVE HOBART A' >/.ADISON AVE BARNESON AVE 111.1 AVE 13TH AVE 1 5TH ,AVE. 6TH AVE '111TH RI Vf SITE MAP VICINITY MAP So Jos - I —'88o 1-280 HWY17 US101 NORTHS esal .7LinJJ -lam 1 Do') STORM DRAIN IMPROVEMENT INDEX (SCALE : BENCHMARKS BENCHMARKS #:045-003 DESCRIPTION: LOCATION: N -S STREET: E -W STREET: SAN MATEO DATUM: TABL SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. SHT. YEAR SET: 1971 RAMSET NAIL & WASHER TOP OF CURB NORTH EASTERLY RETURN MAPLE STREET HOBART AVE. 121.980 E OF CONTENTS 1 TITLE SHEET 2 STORM DRAIN IMPROVEMENTS - MAPLE STREET FROM SONORA DR. TO ALHAMBRA RD. 3 STORM DRAIN IMPROVEMENTS - MAPLE STREET FROM ARAGON BLVD. TO SONORA DR. 4 STORM DRAIN IMPROVEMENTS - MAPLE STREET FROM AVILA RD TO ARAGON BLVD. 5 STORM DRAIN IMPROVEMENTS - NONE DAME AVE. AND AVILA RD. 6 STREET IMPROVEMENTS - MAPLE STREET FROM SONORA DR. TO ALHAMBRA RD. 7 STREET IMPROVEMENTS - MAPLE STREET FROM ARAGON BLVD. TO SONORA DR. 8 STREET IMPROVEMENTS - MAPLE STREET FROM AVILA RD. TO ARAGON BLVD. 9 STREET IMPROVEMENTS - AVILA ROAD. PROFILES : SD LINES "W", "X" AND V. 10 PROFILES : SD UNE "D" THRU SD UNE "I" AND SS UNE "J". 11 PROFILES : SD LINE "K" THRU SD LINE "P". 12 PROFILES : SD LINE "Q" THRU SD LINE V. 13 DETAILS : STORM DRAIN MANHOLE# 4,6,7,8,10 AND 11. 14 DETAILS : STORM DRAIN MANHOLE] 5 AND 9. 15 DETAILS : DETAIL "A", TYPICAL TRENCH SECTION, HANDICAP CASE "C" AND CONNECTION DETAIL FOR 15" PVC TO 36" RCP. 16 STANDARD DETAILS. 17 QUANTITIES. LEGEND SD JJ 111111 EXISTING CB ® MH ® MH CO —W— — o WM ®WMH FH A — — G— E___ — —T — • PG&E — —CTV - - O--•JP/UP * ♦SL C• GYA --SL-- SLB SSN STORM DRAIN LINE SANITARY SEWER LINE CATCHBASIN STORM MANHOLE SANITARY MANHOLE SANITARY CLEAN OUT WATER UNE WATER METER WATER MANHOLE FIRE HYDRANT WATER VALVE / GAS VALVE GAS LINE ELECTRIC LINE TELEPHONE LINE PG&E TEST LEAD CABLE TELEVISION LINE JOINT POLE / UTILITY POLE STREET LIGHT GUY ANCHOR STREET UGHT CONDUIT STREET LIGHT BOX STREET SIGN PROPOSED U "F-1" ® "F-2" 0 TYPE "B" 0 TYPE "A" 0 AS BUILT w 0 DESCRIPTION U h+"1 CC CZ F ACD wx zap •-7 ►-iCn Q' cn Q � Pa - PC p a' aCL+ C) C) v -d in W I 0 W I w SURVEYED BY: C.S/G.S 4i O 0 z 0 0 DATE: 8/1999 DRAWN BY: H.A CASE 1 DRAWER 14 O I- O z J U (n PROJECT NO.: 09-90-61.44-17 SET 36 SHEET 1 _0F1 C:\HONAYOUN\Projects\ Domingo \ARAGON(I)\PHASE(1)\Sbi- 1i\SHTI og/te/tegg O O O Na ....... I�7t . . . . . .. tv 0 N) C77 ICJ STA. 0+60. 50, 19' RT. CON STRUCT TYPE "F-2" CB 31.34 CONSTRUCT TYPE F-2" CB I -+ 0 0 i I N U' STA. 0+81.0.0 17' RT INSTA LL 18 15 TEE ALHAM B RD R/W-2"6 INSTALL 28.0 LF, 15" HDPE S=0.005, SEE SD LINE "A ROFILE THIS SHEET ti DISIING L 31.13 5' Kv 2136 t 1+00.00, MAPLE AVE. INSTALL 15" HDPE AS NECESSARY • S=0.66±, SEE SD LINE "X" PROFILE SHEET 9 rl INSTALL 4. 0 LF OF 15" HDPE • S=0.005, SEE SD LINE "Y" PROFILE SHEET 9 STA. 2+ 05.0, 18' RT. CONST. TYPE "F-i" CB l Z 1 N 0 2 9 ,.. N 7. 4 is „Y E 27.45 eat is 91v. T 2'2.36 U9LL 31. 61 ins 91L 31.00 It flY. S 27.56 CI 9Y- 31. 45 a. It AY . N Z7.' i it Mt 3 2770 1r TO& "v. N 22.25 9L 31.69 NW. 1 3029 it TS. flY. E 27. 34 15_SD- Dt DDNOTRE DAM E AVE STA. 2+33, 18' RT. (MAPALE ST) STA. 0+82. 50, 11.5' LT. (NOTRE DAME AVE) CONSTRUCT SDMH#1 STD TYPE "A" MANHOLE PER DETAIL ON SHT. 18 INSTALL 11. 5 IF OF 24" HDPE 0 S=0. 005 STA. 2+ 33. 50, 5' RT. (MAPALE ST) ST A. 0+94. 0, 11. 50' LT. (NOTRE DAME AVE) CONS TRUCT SDMH# 2 STD TYPE "A" MANHOLE PER DETAIL ON SHT. 16 Pa 269 3 tr 9 ,V. N 2396 tr INV. 6E a63 STA. 0+58.00, 15' RT. (SONORA DR) CONSTRUCT TYPE "F-2" CB SONORA INSTALL 38.0 IF OF 15" HDPE • S=0.005, SEE SD LINE "B" PROFILE THIS SHEET 26$ w_tir NY N9 24.36 IC Eft t S 2426 I A. 2+00. 00, ALHAM BRA RD 26.3 ✓ NY. N 21350 t' HY, lE 26.. 95 Er Wv. S 2i35 • 9 2940 75 LF, 18" SD 0. 010 STA. 1+ 41. 01, INSTALL 18"X15 REMOVE 85 Lit OF p 15" SD FROM EXISTING TO EXISTING MH ADDITIVE BID. REMOVE AND --REPLACE- 27 LF OF 4" VCP S STA. 2+05.0, 13.5' RT. . 5' RT. t E AND a NG '. INSTALL 18"X15" TEE STA. 2+10.0, 1W RT. CR. JINGLE POINT OPPOSITE CR. r ti I" MV. N 2225 r wv E 2276 C S 22Ti TA. 3+S77. 0, 6' RT STA. 0+94.0 14' LT. (SONORA DR) CONSTRUCT SDM H#3 STD TYPE "A" MANHOLE PER DETAIL ON SIM 16 I ROIL ale . N 2$13 r NY. ace C m s zacz C6L33H$3311 ® ABAND ON EXISTING STORM DRAIN. EE) P LUG EXISTING STO RM DRAIN. e D A r r -am cn ri Ln w DO r; A my ZA i= Om =m A r r n -4 0 C z + O O O O STA. ' 0+81.0, 17' IN STALL 18 15 INV . 18"=28.25 INV. 15'=28 .38 RT TEE FYLSTING 12 " RCP BE: RE MOVED, SEE PUN. EXISTING 8's• WATERMAIN •AND "3""GAS "MAIN M}',�. ' 6''W=? .... CONSTR UCT. TYPE: 'F -C : CH GR. =31.50, TC'-S2 INV: =28:51 0 m a co N 44 u1/41 Sm: 0+60 .50, :_.I9. .RT. CO NSTRUCT STD. TYPE' INV: =28 .41 STA: 0+81.00,..17'. RT. INSTALL :18'IC1S, TEE. :1e=20 .25 I14V ; .I5`.=28 .38 EXIST. "CB INV . =28.38 GI? =3T-63' STA. 2+05.' INSTALL ' I fv INV. 18' + -INV. 15 0 0 (�J + ETA. 2+55.00 , 8"•, O -GRADE :BREAK,: w: O INV; =26.89 L3. 5' 'fl 5' _. ¶'EE STA. 1 INST I NV 1.0t;. 13 .5' iCX15` TEE 5"=27.92 18' 1=27:79 ST. 2+33.00, 16' RT. (MAPLE ST) 1+82.50, :11' IF . (N OTRE DAME) STRUM' SDMH#1, =27.00 -STA. 2+33.50, 5' RT. (MAPLE A. 1+94.:06, 11.5' LF OTRE DAME AVE) STRUM' SDNII#2 -27.00 0(15 INV. =?• txlsnria 2 Sr) WA TERMAIN + O O + 0 Id► 3+77. 0* 8' RT. (MAPLE ST) STA, 0+9+,00,. ..14' LR (SONORA DR) C ONSTRUC T SDIII#3 NIV:=24.30 RT .* I ,1• t 1 It 1 t S a t S _XIST1NG LECTRIC . UNE INV.: -9 6." .WATER :MAIN. INV.=? >� f I to t S ILUH$ MPS In cn 1-1 CONSTRUCT' SIS11#3 INV. =24. 30 12" -SD IN V .=25:6 REM OVE PORTION OF PIPE LAN CONSTRU CT TYMP GR. =27.81 INV. X24.48 C =28.58 Na- Y U) SURVEYED BY: C. S/G. S BOOK NO. DATE: O a* DRAWN BY: HA DATE: 8/1999 CHECKED BY: D.M DATE: 8/1999 CD -w m SCALE: AS NOTED PROJECT NO.: 09-90-61.44-17 1999-2000 CITYWIDE STORM DRAIN AND IMPROVEMENTS -PHASE I, MAPLE STREET FROM AVILA RD. TO ALHAMBRA RD. STORM DRAIN STREET MAPL E S T. F ROM SONORA DR TO ALHAMBRA RD PROJE T INE 9-07 9y DATE CI NEER ROVED APPROVED -0?-9) DATE C9 /G7 l,' DIRECTOR OF PUBLIC WORKS REVISION NO. DATE DESCRIPTION BY DATE O O O ... .f ....- . . N . . . .. .• t\) N . . . . . b N) Cif N) c.bI th 1 M\NIIOAYNOII\.1 eei/61• '01 rataeVI—Taa\h)aerxa\Moorar\oe D N W r STA. 0+60. 50, 19' RT. CONSTRUCT TYPE "F-2" CB CONSTRUCT TYPE "F-2" CB ALHAMB RD R/W R/W 4.fLw INSTALL 26. 0 LF, 15" HDPE O 5=0.005, SEE SD LINE "A PROFILE TH IS SHEET 31_74 E -14c Ca -- 01t 5 .63 t5• INV. 263E INSTALL 15" HDPE AS N ECESSARY 0 } 5=0.66±, SEE SD LLNE "X" PROFILE SHEET 9 INSTALL 4.0 I/ OF 15" HDPE L_ a O S=0.005, SEE SD LINE "Y" PROFILE SHEET 9 STA. 2+ 05. 0, 18' RT. CONST. TYPE "F-1" CB C D rr• a a s Z 0 15• INY . N 22.1 6 15' NV. E 22. 48 5•NV. 3422. 38 RV. 31.61 Oat31.0 12' MY . 5 2 2. 58 mN . 31. 45 Ir AK N 27.17 tY MV. 522.20 ,Y ,1 34E NV. • 22.05 15. Nv. 34 30 9 12' 11IN. Nv. E 2734 15lD °+°°NOTRE DAME AVE STA. 2+ 33, 16' RT. (M APALE ST) STA. 0+82. 50, 11.5' LT. (NOTRE DAME AVE) CONSTRUCT SDMH #1 STD TYPE "A" MAN HOLE PER DETAIL ON SHT. 16 INSTALL 11. 5 LF OF 24" HDPE 0 S=0.005 STA. 2+33. 50, 5' RT. (M APA LE ST) STA. 0+94. 0, 11.50' LT. (NOTRE DAME AVE) CONSTRUCT SDMH#2 S U TYPE "A" MANHOLE PER DETAIL ON SHT. 16 O601. 28.03 lY NV . N 25.96 It NV. 5E 75. 63 !-T A. 0+58.00, 15' RT. ONORA DR) /CONSTRUCT TYPE "F-2" CB CC a 1+00 RA IN STALL 38.0 LF OF 15" HDP • S=0. 005, SEE SD LINE "B PROFILE THIS SH EERL e L. 266 1 1Y NV NW 24 .36 15' NV 524.26 @ ABANDON EXISTING STORM DRAIN. o PLUG EXISTING STORM DRAIN. e 4; no r 0 r1 - x nu, mZ i0 Do r; A O Z = z m� m 0- 0 ?A 0 tom Z vCo N Cm A X MU) Z MANHOLE AND BACKFILL WITH e gm Eo N D Zx Ox c Z 530 D 8 x m D 0) z Z 0 m D 7C r Z Z7 z O m J, j y m C 133HS 33S SURVEYED BY: C. S/G.S N BOOK NO. DATE: maLti .per DRAWN BY: HA DATE: 8/1999 CHECKED BY: D. M DATE: 8/1999 Q! SCALE: AS NOTED PROJECT NO. : 09-90-61. 44-17 0 0 0 4, S 1+ 00.00 MAPLE AVE. 2+ 00. 00, ALHAMBRA RD at 32.30 C NV . N 26-50 i MV. NE 26.95 6. Nv . 5 26.35 r NV. N 2640 INSTALL 175 12, 18" SD r - PIPE S S=0. 010 STA. 1+41. 0± , 13. 5' RT. ± INSTALL 18"X15" TEE AND REMOVE 85 LF± OF EXISTING o 15" SD FROM EXISTING CB TO EXISTING MH ADDITIVE BID. REMOVE AN D `RF,I•'I4CE-27 12 OF 4" VCP SS STA. 2+05. 0, 13. 5' RT. INSTALL 18"X15" TEE V '-; V 1 UI / • '5" SD -J Tc 6"SS STA. 2+10. 0, 18' RT. CR. ANGL' POINT OPPOSITE CR. t 1 SNSD 4. R/W INSTALL 24" HDPE SEE SHEET 5 C NV. N 22.75 6' NV. E 22 ]8 3 NV. 5 22 20 \STA. 3+77. 0, 6' RT ICMAPLE ST) STA. 0+ 94. 0 14' LT. (SONORA DR) CON STRUCT SDMH;3 STD TYPE "A" MANHOLE PER DETAIL ON SHT. 18 Y. 211.63 8' NV . N 22. 13 6' NV. " 22.08 r Nv. S 22.03 + O O + O N + O (lj + STA. • 2+55. 00 , - 8'• - RT. • (MAPLE O GRADE : BREAK,: 24" : SD O INV. =26.89 Ca H mm r 634 rtYPE (�--150. tZ-32,25 W -231 a IrriM Axis N 01 IN) 0 (14 Ci4 (,4 N CON50ZILI 5117 IYPE 11 F=2"- Cl3 WV. -28:80 k(,: 734594 1.18"X15:' 1EE NV. I811-2865 NV. 15"-28.1 41' PAC eel."..-ccNDU/T EXIST CB INV.. =28.38 GR" "=31.63 U} i I: 5'' • G 4bir v>F - yG2, ..� St&:I#.4 LQ t;l 5.'. Ef f IN5T/9 ,L:18"X15° 'IEf - IM/ , f5:"--1 31 NV, 18"-2&.21 51'A. 2•+. 05 013.5' gr._ IN51•A:L 10'XI5":ire W.15'!=21$8 INV 18"2116 P5IA.2+33.00.16'- Ff: (MAPLE 5f) 5fA. It' 1,F: (NOT W PAW) W w9 ZC- r 5plfretf#i.. INV.-21. 06 (2111) INV.-21.56:(78") STA. • 2+33:50, • 5RT. (M APLE STA. .1+94::00; - 11.6'. IF (NOTRE :DAME • AVE) CONSTRU CT:SDMH#2 SY) :i Pfl OCATE12 BY PACIFIC IiEIL NV, -28.65 EXISTING''.: 247 . w &TEiRDA TOP_25'35. ... .. N ST A. 3+77. 0)- 8' ET S TA.-. 0+±9400, - .. 14'. - LF CONSTRUCT SDMH#3 INV:=24.30 a O O + O O H II (MAPLE ST) • (SONORA -DR) I I m /4/ I Ii I1 I I I cc Q S I I Oh itcrW u eo n N a • I g I N, If .Q) co C . L33HS 33S Ca 172 0 CONSTRUCT SDMH j3 INV. =24. 30 RI > 0 '. b r i2" SO tNV.=25:6± REMOVE PORTION OF PIPE ...SEE PLAN CONSTRUCT TM »F- OR. =27. 81 TC =28 .56 INV_ =2 4A8 ND raeraocAira "4:1 CAL -WA -MI5 r N) N CO 0 N) N) N) 0) OD - 0 NY 1999-2000 CITYWIDE STORM DRAIN AND STREET IMPROVEMENTS -PHASE I, MAPLE STREET FROM AVILA RD. TO ALH AMBRA RD. STORM DRAIN MAPLE ST. FROM S ONORA DR TO ALHAMBRA RD PROJECT ENGINEER APPROVED DATE CITY ENGINEER APPROVED A HA 10/12/ 99 _ DIRECTOR OF PUBUC WORKS REVISION NO. DESCRIPTION BY DATE AO co ..r do, co. . ..`J: N QV t`J.6%j.. . 11'N S• cV N. `•: •4 3 of cry z :N. 0 o' •• • ILMONIDZINteil n11orFI*Ot1LkU Mg997[16ditl! Sz2zz? CONSTRUCTION NOTES: 0 REMOVE EXISTING CATCHBASIN AND BACKFILL WITH SAND SLURRY. 20 PLUG EXISTING STORM DRAIN PIPE TO BE ABANDONED. 30 ABANDON EXISTING STORM DRAIN PIPE. 0 REMOVE EXISTING STORM DRAIN PIPE PER TYPICAL PIPE REMOVAL TRENCH SECTION 05 REMOVE EXISTING STORM DRAIN MANHOLE. W "'0 ox O. 2 II c Pa g th a. RI� � N 0 OD R N N C R M+ A t RN 0 8 00 Awn/[r,,pysc r Tr J_ -- - NSTALL 19 17* 0 m AS BUILT DRAIN AND ul 0 0 } a N CASE 1 DATE: 8/1999 0) m O a m O W w x 0 DRAWER 14 O O Z Ir O 0 U w cc 0 0 t 0 0 n 4 Ao O rn O z I- 0 W 3 SET 36 SHEET 3_0Fl 7 p\NONAYOUM\Y'oJ.et.\Domingo \ARAGON°\PHARE° \.hI-I?\.IM3 a/i VIA w I - U) W to U) 26 2 2 2• • 18 k a:o. F /6 1T. T a erAJ^.Eauto aelt TIIN PtI ©Rn40.RINn _ . . . . . . . . . . . . �211(IB) --r I=/6 :04e:a4 'NAAV rJP f4 'ZTV PN iO 11 12 008E •ya i'n N N 10 . h • 144 AI 11 Itn OZ. 3 4.4.64 • A PPRO71',3fl L1 1 {tIlar "R& . niftNOCIA @:41417IIt Afr ! - -- ailm-, 5.D':f'RUFILE• to iN 0 • ARAGo • PND:MAPLE ..1 10+00 """T 1•••••• Tals PROFILE SCALE : 1'-2Q HOR r-2 VER. 3.63 i— --- no' 'Av.' t4 rr ONISI'AAlL 970.6 LP 9F it 40EPIPEI @ -GADS* DS* ITN ‘Trn. crud 91C 1711a:0affifam + z•• Q �V If •INIOliF Tft'PttLH wr m - S$': -:C Ccr4 CJtTa 3z.10 0 m co .r m 11 101. r. mn :91ai0:01 ILU? tpP.as" 0;)Dff 0.11-(katiosil 15 0001f48ILL•44M 0$ 61111181M100 @ $-OAD4t9 0 O N g (N: : =.74 1 1 +00 12+00 13+00 14+00 15+00 7,74 4 22 16 14: 12 10: m in in Lai 0 d 4 w z 0 0 a- a 6 Er at U m a. a 0 O U w 0 M •a y W H IOto0 n en • 0 Pa y CONSTRUCTION NOTES: REMOVE EXISTING CATCHBASIN AND BACKFILL WITH SAND SLURRY. REMOVE EXISTING MANHOLE AND BACKFILL WITH SAND SLURRY. Q REMOVE EXISTING STORM DRAIN PIPE PER TYPICAL PIPE REMOVAL TRENCH SECTION. ® PLUG EXISTING STORM DRAIN PIPE. 0 ABANDON EXISTING STORM DRAIN PIPE. © REMOVE EXISTING SDMH AND EXISTING 33" AND 36" RCP. INSTALL 8.0 LF OF 33" RCP AND CONSTRUCT PIPE TRANSITION STRUCTURE, SEE DETAIL "A" ON SHEET 14. — 'MAPLE En elm .r p � FF � U an zaprj m 0r,0 uen0 PA p0 4 o M - ricfl- --REMOVE EXISTINkA, 256.0-1.1' OF -90-"- RT. STA. 11+87 dense --- 11+80.48, 2 36 SD 0) V \ o M 11 mm Eta cri en o \, c �epa a c PLAN SCALE : 1 "-• 20' HOR. Frr, in oe O 6 REMOVE EXISTING 18" SD AND INSTALL --170.0 IF OF 30" - HOPE -e --S=0.0033, • a z 151(4 gpl g Wm WWI • 4.4 ` pzDA REMOVE EXIS;'INC f 0" -SS AND `7N6`TAL•L •n� LF OF 10" PVC • S=0.0181 36 SD REMOVE EXISTING 18" SD AND. INSTALk- )�L 124.0 6F 30` H7i_ BS=0.0033� ` - m a S DI rn H (:Nan VAU- `�' •,�rb • eli r. 'n0414 Pr CA En id Pg. `.i_ DRAIN AND STREET 1999-2000 CITYWIDE STORM Z a ■ a m 0 v 4 a 02 Hs IL ■ J 4 2 0 O z S D CASE DRAWER 14 CC SET 36 SHEET 4_0E-1 7 AS BUILT 0/ IVO 32• 30 2:8. OD001rAAJL:111t0 u:r 10' rani; 0-0.0100 [ *I Ic© a I+rsai Thh1 'MSc 1200 : 1111115 TO 26 24 2.2. 2.0. 0+00 In m + b 6-1 0 0 a Il (ci IV 1S" INV, N 27. U‘ iI'11114. ;1” ;'. 12'INV. N 27.17 2+00 3+00 20 mM. 31.09 IS' INV. W JO.29 12' IMG. INV. E 2/Aye R EXISTING 15" TO REMAIN cu .IVIQV3 6 VI Ag a 81 0 I .. . 44 V86 .. w.:.:22.T9 I 11: OI CO 1 +00 a I1i�01nild11.4lt:® uilt. t� v hooS Ia9 ___ —24.2144-- 31.110 e INV, N 22./n 6' INV. E 22.70 r INv. x 22.70 RIN. 31.24 12' NV, N 27.17 CD If INV, NC 27.21 12' INV. S 2..95 12' MV, NW 30.0 PROFILE SCALE 1'.2Q` HOR. 1"72 VER. --. 1.34J, . . . .11A:"071) .r 1' 40IN:ITR ODOM= flt© LEI IXP 241' DOOM ®0-0.010 9 Da O'oake titan/64 8011008WRI °D at on Ta00r wall= auger wawa. us 284.000NNIt:O!O0A. F4 ij:060{01i WITIR in05050 S 8.8104 `W MAMMA Qt00 AMBAN ®M O&I CONSTRUCTION NOTES: Q REMOVE EXISTING CATCHBASIN AND BACKFILL WITH SAND SLURRY. ® REMOVE EXISTING MANHOLE ANG BACKFILL WITH SAND SLURRY. ® REMOVE EXISTING STORM DRAIN PIPE PER TYPICAL PIPE REMOVAL TRENCH SECTION. PLUG EXISTING STORM DRAIN PIPE. ® ABANDON EXISTING STORM DRAIN P"PE. *EXISTING 15"9D" REMOVE PORTION THAT INTERFERE WITH INSTALLATION OF NEW EA" HOPE. PLUG THE REST CP THE PIPE AND ABANDON IN PUCE. NOT R - ii- -DTALL 2AMW S • 22: 8 26 24 22 a11011Ta 00'M. .20 ::1rcp liars allR, . . . 1 16 2 1'0 Cl) x CO cal • to O to co v2 8 O 0 a CO 0 0 n d o �z to r----h000TMt 4 g .. :4 4 U gFA pp MM . : :O G. m .+ : *. CfJ CO ..N M In 0 fits . .N 1C l Vl Ng TICAL l0.0R 0, latI DOKRI 0-0:00 PROFILE 1'= . . . . . . . . . . . . . . . . . . . . . . . . . . . Smitasta 154k 41R St o4 @ 0-tICS II Paostvim Its netrdutc ITacul.1Q OUNKOM01111001708808 oxen= ism L 10! DAODPI ®1110.000 1ett Tn:Da ng sago= 01404/0.8.09.08,21618, 0 PVCC� 0-0.ma -;011105r004 atets p_r II g 14+0 • CON5T7Zt/t:> I u q C 0 II fin co ora 1 Ip5 itu r 0 z en o ES HE al 15+00 I'.0. IIJA Barn INSTALL 116.0 LF RF 16" w0 Erkiccg e lir aD�W F en CO EU�CO CII dd'45M [/1 H � C9 8 Eg rcp o as I it 0 WI + p0 E M 26• . •24 22 20 8 16 14 12. 10: � � colz04 SURVEYED BY: C.S/G.S 0 0 Z 2 C.\NONAYOIIN\ Proje.'t.\ Domb.ry\ARAP•ON(I )\PNANx(I)\I `MT ,i 1' DATE: 8/1999 DRAWN BY: H.A BY: D.0 DATE: 8/1999 O W 0 IsJ 2 U 0 z 8 a CASE DRAWER 14 SET 36 SHEET 5_OFl 7 AS BUILT 1 PROFILE 1'+ H 3C!a 4 a .. L.65 301 r P 0 34 32 3214 ... .-r --10' 0 3'. . 22.3" :: :10' o V �3I.74 32 30 30.07 0) F a —1 N II 00 U 29.40' SC NS. CURS RETUR (Notizt DAME AVE ANb MAPLE 81) t 36 3 TC PROP. FL. EXIST. L. 0 3 0+00 N.W. CURS RETUSN (ALHAMBRA:RD:AND:MAPLE ST) 1+00 3.0 2 0 EXIST. F e31:44 PROP: fL. 30. 0 Th.D2• 0 2D • 7D 26 MU/. OURS :RETURN (NOTRE:DAME :AVE:AND .MAPLE:ST) 2+00 3+00 N.W.: CURS: *STURN (SONORA. DR : AND :MAPLE. ST) 4+00 0 m V DESCRIPTION • 0+00 110 5' MAPS' S G' U U U 0 U Rat S$ 5 C4 0 X t- + + z 0 Is PLAN o SCALE : 1 20' HOR. /I\ it.15r lU.0 Pt,t a en 0 z O In 0 U 0 ups O iv 5"SD y CONSTRUCTION NOTES; Q) REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB h GUTTER. PER CITY STD. NO.3-1-141. ® REMOVE EXISTING AND CONSTRUCT 4' SIDEWALK PER CITY STD. NO.3-1-141. Cr) REMOVE EXISTING AND CONSTRUCT CURB RAMP CASE "C" PER STATE NEW STANDARD PLANS NSP-A88. (4) GRIND A MINIMUM OF 0.2 FEET OF EXISTING AC PAVEMENT OR TO TOP EXISTING CONCRETE PAVEMENT AND CONSTRUCT 0.2 FEET OF AC OVERLAY. ® INSTALL CENTERLINE PERMENENT MARKER PER DETAIL 4 OF THE STATE STANDARD PLAN A20 -A. INSTALL 1Y WHITE THERMOPLASTIC STOP BAR. ® INSTALL THERMOPLASTIC STOP LEGEND, ® INSTALL 1Y YELLOW THERMOPLASTIC CROSSWALK. (I EXISTING CATCHBASIN TO BE REMOVED, SEE STORM DRAIN IMPROVEMENT PLANS. CURVE DATA ® R A L T 0 34.50' 91'50'03" 55.30' ® 20.00' 95'40'00" 33.39' © 20.00' 84'20'00" 29.44' ® 20.00' 90'00'00" 31.41' IF 0 0\ C\0 I C►. lcJ U E-1 az PC II' Ent �Q H �Z za�W hini hit x in Q 'Q ~H O 0 0 iv u) wax Q >z 0 Wi. 0 O 0W a `L' I ) 4 rn 2 4-4 In m 0 0 0 tr 0 w tr a c 3 i a 0 2 SURVEYED BY: C.S/G.S 0 6 z 8 DATE: 8/1999 DRAWN BY: H.A CHECKED BY: D.C. DATE: 8/1999 0 0 z PROJECT NO.: 09-90-61.44-17 CASE 1 DRAWER 14 SET 36 SHEET 6_0Fl 7 I A llOMAYOIIN\I•minetAll mIrtg \ABAOONONFIIA9[OX\961-IY\SHIT(' On/ Y0/1900 AS BUILT 21 4 IY ✓f ( It! K. • I ..I \I CURVE DATA ® A P L T © 90'40'00" 20.00' 31.65' 20.23' ® B810'28" 20.00' 30.78' 19.37' 0 91'55'40" 20.00' 32.09' 20.68' ® 89'20'00" 20.00' 31.18' 19.77' ® 84'28'00" 22.50' 33.17' 20.43' ® 95'32'00" 22.50' 37.52' 24.79' CONSTRUCTION NOTES: (I) REMOVE EXISTING AND CONSTRUCT TYPE "A- CURB & GUTTER, PER CITY SID. NO.3-1-141. ® REMOVE EXISTING AND CONSTRUCT 4" SIDEWALK PER CITY STD. NO.3-1-141. ® REMOVE EXISTING AND CONSTRUCT CURB RAMP CASE 'C" PER STATE NEW STANDARD PLANS NSP-A08. ® GRIND A MINIMUM OF 0.2 FEET OF EXISTING AC PAVEMENT OR TO TOP EXISTING CONCRETE PAVEMENT A AND CONSTRUCT 0.2 FEET OF AC OVERLAY. ® INSTALL CENTERLINE PERMENENT MARKER PER DETAIL 4 OF THE STATE STANDARD PLAN A20 -A. INSTALL 12' WHITE THERMOPLASTIC STOP BAR. m INSTALL THERMOPLASTIC STOP LEGEND. ® INSTALL 12' YELLOW THERMOPLASTIC CROSSWALK. (ID EXISTING CATCHBASIN TO BE REMOVED. SEE STORM DRAIN IMPROVEMENT PLANS. 15"SD (h 3" 03 tit N, N f1. - 15"SD PROFILE SCALE 1--2p' NOR. 1'.12 VER CURS RETURN '(CASTILIAN WAY AND MAPLE 30 28 . .. 2:6 2� ST) $.*.COSS sum (CASTILiA•N WAY ;AND MAPLE Si') MS OURS : 111nTURN (ARAGON BLVD AND MAPLE ST) 28 . Ad EXIST. mm ...1-1....“-•-• #e' ' EXIST. FL S.W. CURS: RUTURN (CASTR1AN WAY AND mat •3T) 25 26 Pi4 2 2 N.W. CURS RETURN (SON: BLVD :AND : MAPLE: ST) EXIST TC 4 :3:2 MAW. CURS : RI ETURN (CASTIL?AN: WAY:'AND':MAPit':ST) .. 32 30 28 26 6+00 3 5.0 EXIST. FL ,,041.61 41.10' 21.40 45.1 30. L-32.09' I -/2-------L/2 28 2 7�. 1 �la0a 440 PROP. ' FL 6:17• PROP: Ft A N 0 0 nse trees 0 a I, 7+00 —If.ISTACr7..15-7 ,(qr. VIAL Co NS NAIL TIaN ''ril-eS 8+00 9+00 --- THIS PORTION OF AC OVERIAY.___ SHALL CONSTRUCTD OVER 9�. j ETTROMAT. N� PLAN SCALE : 1"-20' HOR. N ai co U ! a 0 0 0 N 1 m 0 0 a U a 0 STA. 1+50.82. 20' It CONFORM STA. 1+46.82 IF 20' LT. CR. fA m to Z m co w I— Q 0 DESCRIPTION 0 Z a 44 w T� V1 w W04 A Ems 04 '74 00 w 1)14 Pk 1+4 14V A ►-a r-i O �E.4 Cn xA w a cz gZ 00 � At4 o">o o a w C) C)1-4 U 0. a IL 0 O U w ct F5 tc 0 00 1.z Zip Igo II- 0 it R W'` I H 0 C, 4 J 4 a SURVEYED BY: C.S/G.S 0 z 8 DATE: 8/1999 DRAWN BY: H.A CHECKED BY: D.0 DATE: 8/1999 0 z PROJECT NO.: 09-90-61.44-17 CASE 1 DRAWER 14 SET 36 SHEET 7_OF1 _! C'\MOIIAYOON\I'.oJe..1.\Doml"1o\MIADONII)\I'IIANC(I)\OLI - 1'1\OOTI AS BUILT 00/20/11100 2 26::. )-74.0]_ 26 alba I .x33.1 7' I ROP;: .TC. 1 0 TRANS 'DON l '31.0 *.E. cum RETURN (MAPLE : ST: AND ARAGON .BLVD) 2331 2 2443 22. SEE SHEET 7 PROFILE EXIST. TC 73.1e— 4.N 2 2 23.311 1 4 7\22.62 • • 2 i o N 4+37.52' 2 PROP..¢� TC set � '2M5: . . 3,34 . :PROP.: FL : : : —3L----2g S2': to'. E♦KIST. TC 23..3-` 2344. 23./4 23 SW. CURS RETURN (MAPLE ST AND ARAGON BLVD) 2 5 3 21 N.E. CURS RETURN Lt: Et Arm SEVILLE watt) ILW.:CURS: RETURN (MAPLE ST :AND: SEVILLE: WAY) SS: CURS (MAPLE ST :AND EXt$T TC . \ e3 EXIST ROP. FL RETURN SEVILLE WAY) .x33.391 3' 30.39' ::EXIST, J. • 0 PROP.• 7C. . . P.O FL` rEXIST. 8l TC S.W. CURS :RETURN (MAPLE ST AND: SEVILLE WAY) CURVE DATA ® A R L T O 34'28'00" 22.50' 33.17' 20.43' 0 95'32'00" 22.50' 37.52' 24.79' 0 95'40'00" 20.00' 33.39' 22.08' Q 84'20'00" 20.00' 29.44' 18.11' CONSTRUCTION NOTES: 2 2 5 REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB & GUTTER, PER CITY STD. NO.3-1-141. REMOVE EXISTING AND CONSTRUCT 4' SIDEWALK PER CITY STD. NO.3-1-141. REMOVE EXISTING AND CONSTRUCT CURB RAMP CASE "C" PER STATE NEW STANDARD PLANS NSP—A88. GRIND A MINIMUM OF 0.2 FEET OF EXISTING AC PAVEMENT OR TO TOP EXISTING CONCRETE PAVEMENT AND CONSTRUCT 0.2 FEET OF AC OVERLAY OVER PETROMAT. ® INSTALL CENTERLINE PAVEMENT MARKER PER DETAIL 4 OF THE STATE STANDARD PLAN A20 —A. ® INSTALL ® INSTALL ® INSTALL 12" WHITE THERMOPLASTIC STOP BAR. THERMOPLASTIC STOP LEGEND. it YELLOW THERMOPLASTIC CROSSWALK. EXISTING CATCHBASIN TO BE DRAIN IMPROVEMENT PLANS. 18"SD — — — — �\ - 18"$D PLAN SCALE : 1"t20' HOR. REMOVED, SEE STORM CO DESCRIPTION <a z 0 Thd Z 1^ a m e4 DRAIN AND STREET 1999-2000 CITYWIDE STORM H I z W a .J to 0 0 4 SURVEYED BY: C.S/G.S 0 O z S DATE: 8/1999 Q >- a) a) rn 151 W 0 0 U 0 0 0 w U PROJECT NO2 09-90-61.44-17 CASE 1 DRAWER 14 SET 36 SHEET 8_0F1 7 c:\MOWYouN\Prof.ob\Domingo\AMACONIII\PMASIOIML1-MOM'S 64/PS/1110 AS BUILT ROFIL SCALE 1"=20' NOR, 1 -2 VER. 34 34 OrLAL;LL; 6R± S•. HID Pfd @ 32 . . . �i�O.(o151� 30 r 1.69 . .31.71 32 28..... 28 26 22 20 26 24 6;41 o C C,W N .Hpe0 II ..1 N w% i�lz U. gg 20 18...... 18: SD LINE '71N" F {mAxI,.E • ST AND • NOTRE DAME) 1 +00 1 +00 PROFILE SCALE ; 1"=241 NOR. 1"=2 VER. 34. 3.2. • ZERETWONDRUZlitl 34: RADI 32 1 2FIr B[l:'ut .3: UII�98 ELII, iW 11W P C LZ$ 2 6. 24 22 20.. H Yy H m Ogg 30 28 6 24. 22 20 18 1 SD LINE '"X" MAPLE : ST AND : ALHAMBRA: RD.) 1 +00 2+00 PROFILE SCALE : 1'= ' 'HOR. 1 "_ VER. 3 34': GRAD 32.... 4.32.0 C 31.51 . 30... JtiaT166:alL® UP:9 RUM @ i8=0,40196 28 3Q.: 28 26 26: 24 22 ..4D 20.... O • gg k4. O 22 O :1:8. 1:8: SD LINE (MAPLE ST AND NOTRE DAME AVE) 2+00 CONSTRUCTION NOTES: Q REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB & GUTTER. PER CITY STD. NO.3-1-141. ® REMOVE EXISTING AND CONSTRUCT 4" SIDEWALK PER CITY STD. NO.3-1-141. ® REMOVE EXISTING AND CONSTRUCT CURB RAMP CASE "C" PER STATE NEW STANDARD PLANS NSP-A88. ® GRIND A MINIMUM OF 0.2 FEET OF EXISTING AC PAVEMENT OR TO TOP EXISTING CONCRETE PAVEMENT AND CONSTRUCT 0.2 FEET OF AC OVERLAY OVER PETROMAT. S. INSTALL CENTERLINE PAVEMENT MARKER PER DETAIL 4 OF THE STATE STANDARD PLAN A20 -A. ® INSTALL 12" WHITE THERMOPLASTIC STOP BAR. © INSTALL THERMOPLASTIC STOP LEGEND. ® INSTALL 1Y YELLOW THERMOPLASTIC CROSSWALK. ® EXISTING CATCHBASIN TO BE REMOVED, SEE STORM DRAIN IMPROVEMENT PLANS. CURVE DATA ® A R L T ® 84'20'00" 20.00' 29.44' 18.11' ® 95'40'00" 20.00' 33.39' 22.08' --0 tte 2 N .. 10' :x:3:39' � � e l I' V� !- I4. { .a 4 N 0)"FAS 6 Oaf . 'aA".111":" -L-33.38 iz.Dp 'AM PROP: TC. ROP: FL ai 21 79 EXIST FL ACECC PROFILE SCALE : 1'-2p' NOR. 1":=2 VER. S e to 22.11 22.07 %-•-�'-EXIST. TC 21 79 22.71 22.87 5. -10' Si =29.44' . . 1944---10 - • PROP. ea :TC .'i!d�i XIST. • ..TC ROP 22.68 22.5? 21• .94 2243, , . EXIST 22.00 4.L FL 0.. ..... a N.E.: CURB :RETURN S.S CURB :RETURN (MAPLE ST AND MILA RD. (MAPLE ST • AND •AVIIA RD. ) a gi L=29.44' 24::::: 22.45, .. "`C;;;--- 4 c9. aqd 98 20 22.3 n N 5 26.44 a .1 b u a A : ?'ROP : : 21.96' 21.62 2.40 22.48 21 72 ROP FL a E 22t3. a • EXIST. 24 TC SM.:CURB RETURN (MAPLE ST AND AVILA RD.) STA. 14+51.88, 20' RT. CONFO'. STA. 14+58.88, 20' RT N.W. CURS: RETURN (MAPLE: ST: AND : AVILA : RD. ) LOW POINT, CONSTRUCT TYPE "F-2" CB SEE STORM DRAIN IMPROVEMENT PLANS STA. 13+83.29, 15' LT. CR. STA. 1 CONFO 5329, 15' LT. 10'5;5;:: , .4 es/ ..A e -t .-d th„r:. z CI 10 ,- 8 11 .. y .. .. 2 0 011,) CS e 00 w 0 m DESCRIPTION z 0 (no D - (C rt- cN E"+ W W • E4 rnw w • A Ems,,, tx • cn WA A� • wo E-4 U� cn wrn ar. • E-0 4.-a F�1 E'1 Wei o0 Pc czd c\ia C) 1-4 U tr 0 Hr pig W$ r W- N OW d4 I 3 - I in Wma 4 LU 0 SURVEYED BY: C.S/G.S w F- 0 0 DATE: 7/1999 DRAWN BY: H.A CHECKED BY: D.0 DATE: 7/1999 C] I-' 0 z U (n PROJECT NO.: 09-90-61.44-17 CASE 1 DRAWER 14 SET 36 SHEET 9_OF1 7 C:\NOMAYOUN\ Projects \ Domingo \ARAGON(p\Pnssep)\sno-17\SUM 00/23/1999 AS BUILT - 4:116 ....t3) 0 N CO LfI ai Oo PJ No IS) inn I /m/No 011HY\LI-19G\II}pram MO. Noo my\Nntmna\n Pan(n+ d\immvIIDN\%J co + - O O pis zzr Ot, z22. ICS egos .. _ as a STA. 6+91.0, 20' LT. (MAPLE CONS TRUCT TYPE "F-2" CB OR.=23.23 TC=23.98 INV.- =20. 88 EXISTING: AND: NEW. 8"SS INV: £ X:--19. I INV: -NEW---18. 6TA. 8+91.0, 6' RT. INSTALL 30"X15" TEE INV. 30"=20.13 IN V. 15'=20:75 C MAPLE ST 0 sag NN Am r - O> 40 ND N N NJ Cti CO O O + O O r srsi aER r-8 STA. 6+18.0, 20' LT; CO NSTRUCT T YPE "P :: INV . =2227 EXISTING :8" SS INV .. =.20:9 STA. 6+18 .0, 6' RT . 24-X13' TEE INV. 24"=21 .76 INV. 15'=22.14 V N zel a a C.) CO 0 N -"- N co + O oWn z �....... .. ..".N)... . . . NJ N) 150 CD NJ"... 4s D7 00 • • 8Th 1+ 43.62, 30 LT: (ARAGON CONS TRUCT TYPE wit,e CB EXI TING 21 "SQ. SEE 'NOTE INV. £X. 21"SD=20:7± NV. NEW 15"SD=SEE NOTE • --TCr240- EC i S 1. 0 -0 MI MI �= r 0) co N NO N 0o a) + O LS -ts 00 O NJ STA. 0+95. 0, 14' LT (CA STILIA N) , STA. 6+43.0, 6' RT. (MAPLE) CONS TRUCT SDMITT4 WY. =21.5 ayv rs z Z 9112 EXISTING -1-2" :INV..- . 56 c -r` -se f? STA. 0+ 57. 0, 15" LT . (C CONSTRUC T TYPE "F-2' CH; :. "INV. =21. 69 r 00 r I I 1 t-pg -11 .0 Air 1 V NJ CO O N N) N N) ::- O7 co W O O O O .T4 • c3' Oo a v N O N N N N t#) N) cc STA. 0+58.42 20' 1 ,1. (ARAGON BLVD) CONSTRUCT TYPE "F-2" CB GR.=23. 25 TC=24.00 INV. =20.18 - NEW 15" HDPE INV. =20. 0 mrALL. 49.0 LIP 9F w. PWC . . . . @ 91--O.i4S, 1 M STA. 0+83,0 CONSTRUCT STD SSW INV. EL 10'SS=19. 4t CONNEC T TO MN . INV. NEE 10" SS=18.27 EXTEND ED SS " -RCP -RC INV. =19. 9 NEW 20" HDPE INV. =19.9 RTA. 9+38.0 (M APLE S) STA. 1+00.0 (ARAGON BLVD ) REM OVE EXISTING SSMH AND CON STRUCT STD SSMH INV. 8" N=18. 3 INV. 10" SE=18. 1 CONN ECT TO EXISTING SSMH GROUT NEW 10" SS TO MANH OLE AND G ROUT ALL OPENINGS DUE TO PIPE - REMOVALS. bl i STA. 1+00.0 .L: (ARAGON BLVD) • STA. 9+38.0 • MAPLE ST N j LOCATE CLOSEST Nig J} it 4.3 Ps; 1 - PIPE JOINT AND t CONN ECT t. : • i as .1 414416 N) w 0) Q h N N CO ttc gi • STA. :STLI+ 02.0 (CASTIL O" W AY ) STA. 6+57.0 (MAPLE ST)- : . . REMOVE EXISTING 35MH. AND CONSTRUCT STD SSMH X80 N EW 30" HDPE PIPE NV 1 42 STA. 0+85.0 (CASTILIAN WA C ONSTRUCT STD 3518): INV. =19. 40 I Y N a 4' Ce ti Na ha CO C) N 0) Nv Co m I 10 O m W C, SURVEYED BY: C.S/G.S BOOK NO. DATE: DRAWN BY: HA DATE: 7/1999 CHECKED BY: D.0 DATE: 7/1999 SCALE: AS NOTED PROJECT NO. : 09-90-61.44-17 1999-2000 CITYWIDE STORM DRAIN AND STREET IM PROVEM ENTS -PHASE I, M APLE STREET FROM AVILA RD. TO ALHAMBRA RD. PROFILES SD L INE "D" THRU SD LINE "1" AND SS LINE "J" P CITY ENGINEER APPROVED 05/67/99 DIRECTOR OF PUBLIC W QRKS DATE 9-O7-gg DATE APPROVED DATE 144, i REVISION NO. DESCRIPTION BY DATE 0) :::::: Co 4 • STA. 11+79.111 20' LT . ( MAPLE CONSTRUCT 'PYPr'F-2' C$ GR.=22. 45 TC->N.IO .... . INY.=X 9.92 • • EXISTING • t2'SS ::1NV.=:17:83 _go z EXt .11NG .1O'S5 [NV. =]8:4D: " . . STA. 11+ 87.0 • Bs R1'. (MAPLE) CONSTRUCT SDM H#6 x t� WV. 30'=19.05 C m IIV9:.1Ir:19. 80 STA. 11+87.0 11' RT. (MAPLE) ' CONSTRUCT SDMH#9 OVER EXISTING 33' RCP INV. EAST . 33'=1➢.1t EN V. 30'=19. 10 INV. 15"=19. 80 I.Qi( POINT - Nw :ItIttURN: CONS TRUCT •TYPE=F-2'"® . CR. =22. 30 . . ..TC=2«1. 05 INV.=19. 84 • 1 Vie JJ n MID 1" S TA. 1+ 44. 55; 15' LT. (SEVILLE) CONSTRUCT TYPE 15117-2" Cu GR.=22.38 TC=23.13 I NV:=19.89 . EX1STING -6"'S iN V.-18:30 LOW POINT, CONSTRUCT TYPE 'F-2" CB PUN S GR.=22.28 . 1V 2,3..00: : INV. =19.74 RINOVE PORTION OF EXISTING 10"SD IN CONFLICT AE1'H INSTALLATION OF NEW SD EXLSTING.:12-SS IN V.=17:22 EXIST]NG:tcr ss INV.-18.27 STA. 12+30.50... LA M (WIZ ) INSTALL 30"X15". TEE. . ... . . .. . . INV. 30"=18.91 WV. 15"=19.54 U t=23.3' (SEN ILE :W/:1/411) -EXISTING.2'-GAS -NV; ? jjJiAPLE St) 4s 0) CO 1W 0 114 STA. 12+38.0, 11' RT. C ONNECT TO EXISTING 36 INV. .38 "=18.73 ThY; -15'=14. 6± .. - - o C Z : =STiMG 5" H ATER .1IA0( .. • En111 7nY CAL=rIA :: rot POIN T, CONSTRUCT- TYPE:',=2' : CB al SEE IMPROVEM ENT PI;tkS :: G R.=22. 27 TC=23.02. INV.=19. 73 4S N) a) a co N) d N) pJ F g m SURVEYED BY: C. S/G.S BOOK NO. DATE: DRAW N BY: H.A DATE: 8/1999 CHECKED BY: D.0 DATE: 8/1999 w v, N SCALE: AS NOTED PROJECT NO.: 09-90-61.44-17 0 0 STA . 9 +32.0, 6' RT . CONSTR UCT SDMH#5 INV. =19.9 MAPL E E XISTING 10"SS,_1ir1V' .=19 .3 PROPOSED 1 O'SS, : INT.a18.2 REMOVE EXISTING SDM INV. 33 .89 CON NE CT TO EXISTING RCP INV .=19.85( t), CONFORM I I I 1. :- 0) C N) N) • 0) CONSTRUCT TYP E "F-2" CB G R. =23. 25.. TC=24:00 INV. =20.85 REMOVE PORTION OF EXISTING 10" SD, PLUG END OF PI PE INV. =20.96 EXISTING .12`SS 11(V.-717.92: EXISTING -10 SS INV. 19.130 STA. 9+54.0, 30" X15" TEE INV. 30"=19. 83 INV. 15"=20.45 I 8 II r r LO II MIIn c a _1 -i c N) N) h3 0, T1 03 CORE EXISTING 33 " RCP AN D CONNECT 157 HDPE, SEE DETAIL. ON SUET- INV. I:XIs 33'-19. 8(1) .. . ... INV. NEW 15"=20. 55 REMOVE PORTION OF EXISTING 12"5D AND PLUG PORTION OF PIPE TO RERMAIN EN V. =21. 80 EXISTIN G 8' WATER M AIN HZ RELOCATED BY flL- -s CONSTRU CT TYPE :'iF-Z ' . CB GR.=23. 25 • INV.=20.69 1999-2000 CITYWIDE STORM DRAIN AND STREET IMPROVEM ENTS -PHASE I, M APLE STREET FROM AVILA RD. TO ALHAM BRA RD. PROFILES SD LINE 'K' THRU SD L INE 'P' PR(JJECT E INEE CITY ENGINEER PROVED 9-0 2- fs, DATE .9-079 9 DATE APPROVED /AIM DIRECTOR OF PUBUG' W ORKS DATE _ REVISION NO. DESCRIPTION C) O t) is (3) O N N LOW POINT, CONSTRUCT TYPE "F-2 " CB M ir STREET IMPROVEMENT PLAYS GR. =21.65 TC -22.40 INV, =11.59 : EXIS TING 8" WA TER MAIN TO -BE i CATED BYtAL-WATERS. 1110.:CQ,It- • CONNECT TO EXISTING CONCRETE VAU LT, USE TAP TITE TO CONNECT INV. =18.20 I I II t ". ....'a 3 a 33 -=1 C N..... .. N CD N STA. 0+83.0, (SEVILL E) CONSTRUCT STD . SSMLB .INY. EXIST. 6'IN==18.6± INL NEW 8" OUT=17 .55 STA . O +80 .O*, (SEVIL LE) REMOVE EXISTING SDE S AND EXTEND EXISTI NG 36" RCP - EXTENDED 36" INV. =18.68 tri S STA . 0 +94.0*, �SEVIILE) ago RE MOVE EXISt NG SO ME ' AND EXISTING 18" RCP ts INSTALL NEW 30" DUPE ` ,.E r I NV . EXIST. 1816=11L53 $ le INV . NEW 301!=16.94 O GHQ r STA. I+00.0, (SEVILLE) C/l REMOVE EXISTING SSMB A ND CONSTRUCT STD. SEW INV. EXIS T. i0'=18 .30 INV . NEW 6"=17.40 STA. 1+08.0, (SEVILLE) / CONNECT TO EXISTING SSM11 INV. EXIST. 12"=17 .25 INV . NEW 8"-178.40 I 1 .4 -==imat\ 3 I :a Q T CO N O 1 ) N N N) Q N C3) N ... . . . N 4. (3) ar oR t STA. 15+1I.0, 10' REMOVE EXISTING CONSTRUCT TYPE GR. =20.65 INV. =18.48 LT Cr "F-2": CB TC =21.40 STA. 15+11. 0 a'. L�T. QVILO ): CONSTRUCT ,` 9i�Ll39 INV. =18.43 • STA. 15+11.0 15' RT. (AVILA)- REMOVE EXISTING CE AND.. • CONSTRUCT TYPE wilt -r• CR GR. =21. 21 It =21.96.. INV. =18.55 . d S 2 0 N O N N N N) C3) 110 . N 4 N N a C3) STA. 14+ 49.99.0, 20' LT. MAPI.j CONSTRUCT TYPES -2 CB. GB. =21.71 TC =2246 INV. =18. 94 EXISTING 12"5S' INV. =16. 19 :.. flIRT.. ).rSS:INV_: =1.7.82 NEW. 10"S3 INV: - -*16. 901 STA. 14+ 50.04. 6' RT. MALE INSTALL 30"115" TEE INV. 15"=18.81 INV. 30 "=18. 18 r it 815 -6-O # Stu O N �p co N. Q. N N N a oae;ca/so guns \L -IVs\ffin ll d\IHNMJvNY\o NoireoN\giuro ad\NIIOAOIUN C Ni) N N) N) rn N ..... c o N3 N LOW PONT. CONSTRUCT TYPE "F-2" ' C$ t Q SEE STREET IMPROVEMENT PLAN S t7 GR. =3270. 9.i;. 8 TC =31.16 x INV. = C� 1401 STA. 1+22.0, 20.40_LT . (NOIRE Da) v INSTALL 24"X15' TEE IN!. 15"=2'7.06 ILNV, 24"=26.a6. I. N eak m -q r m CO a, 0) CD oo 0 N) PJ $TA. 14+62.0, 11 RT. (N APIltio CONNECT TO EXISTING 36' WV. EXIST. 36" =18.OB WV.. NEW 15" =18.96 c $ WW POINT, CONSTRUCT TYPE- It -2- w :. . en, SIR STREET REPROVE/OW PLANS GR. =21.58 TC =22. 13 IINV. =19.00 11 0 ro 091 N Q N N) C37 SURVEYED BY: C. S/G. S BOOK NO. DATE: DRAWN BY: H.A DATE: 8/1999 CHECKED BY: D.0 DATE: 8/1999 SCALE: AS NOTED PROJECT NO. : 09-90-61. 44-17 1999-2000 CITYW IDE STORM DRAIN AND STREET IMPROVEMENTS -PHASE I, MAPLE STREET FROM AVILA RD. TO ALHAMBRA RD. PROFILES SD LINE "Q" THRU SD L INE "V" PROJECT N EER -1' DATE APPROVED DATA APPROVED -,...f_ - • 0 a9 /07/41 A � 2(rn DIRECTOR OF PUBLIC WORKS DATE REVISION NO. DESCRIPTION BY DATE DIRECTION OF FLOW a P1E T 1 STANDARD TYPE "B" MANHOLE STORM DRAIN MANHOLE #4,6,7,8 & 10 M4 oOL'3N DRAM GaliaiG7CJOO dC# #0 10 400 MGJD 5' 0" 4' 0" ""/ co 2 CHANELIZE BOTTOM OF MANHOLE PLAN SCALE : 1'1=2' g, 0.. "/ 4' 0" 2' DIA. OPENING SECTION A -A SCALE : 1"=2' 2 CONSTRUCTION NOTES : MANHOLE BASE: FIELD POURED CONCRETE 560—C-3250 CONCRETE. PRECAST CONCRETE BOX DESIGNED FOR R20—LAODING. BOX SHALL HAVE HORSE SHOE OPENINGS FOR PIPES. PROVIDE CERTIFICATION FROM MANUFACTURERE. TYPE "8" MANHOLE FRAME AND COVER PER CITY STANDARD NO. 3-1-107. GROUT PIPES AND MANHOLE FRAME TO MANHOLE WITH 1:2 MIX MORTAR. 4' 2'DIA. OPENING SECTION B -B SCALE : 1"=2' 5' 0" STORM DRAIN MANHOLE #11 ""t8"/--3' 0"-- 8"s8"/ LLL LLL. LLLLLLLL LLLLL LLLL4L. LLL LLLLLLLL LL L LL L LLLLL �11 LLLLL LLLL LL LLL LLL L L 1 CHANELIZED BOTTOM OF MANHOLE OUTLINE OF MANHOLE BASE PLAN SCALE : 1"=2' SECTION A -A SCALE 1"=2' CONSTRUCTION NOTES : O O CD MANHOLE BASE: FIELD POURED CONCRETE 560—C-3250 CONCRETE. PRECAST CONCRETE BOX DESIGNED FOR H20—LAODING. BOX SHALL HAVE HORSE SHOE OPENINGS FOR PIPES. TYPE "8" MANHOLE FRAME AND COVER PER CITY STANDARD NO. 3-1-107. GROUT PIPES AND MANHOLE FRAME TO MANHOLE WITH 1:2 MIX MORTAR. /---3' 0"--745 2' DIA. OPENING SECTION B -B SCALE 1"=2' W 0 DESCRIPTION W \ Q E. VD Y 0 >o t3 a a U Q �m a O Er 0 ce DETAILS SURVEYED BY: C.S/G.S w 0 0 z 0 0 CO DATE: 8/1999 DRAWN BY: H.A CHECKED BY: D.0 DATE: 8/1999 SCALE: AS NOTED PROJECT NO.: 09-90-61.44-17 CASE 1 DRAWER 14 SET 36 SHEET 30Fl 7 C:\H0 MYOUN\Projects\Domingo\ARAcoxO\ HASE(I \Shl-17\SHIIs 09/22/1099 AS BUILT * ' 11:118 4NL-- 4' 4" STORM DRAIN MANHOLE #5) PRECAST 130X� 0"---)411"-/ -1 40" NOME #5 BARS • 14" 0.C. #5 BARS • 8" O.C. Ant - X 1 I .T #5 BARS (TYP.) � I CJL Lt 1I' WV' #.5 BARS • 14" O.C. ■ 0 N ■ 0 PLAN VIEW SHOWING TOP SLAB REINFORCEMENT SCALE . 1"=2' 4' 40 0"--06"-/ 2' DIA. if -MANHOLE ' OPENING #5 BARS Igo iv/ 8" O.C.- (TYP.) I ti .u■ U. #5 BARS • 18" O.C. MTV G@LOPI 5 BARS 0 14" 0.C. SECTION A— A SCALE : 1"=2' I. \ n 0 "L" AND "X" TO ACCOMODATE EXISTING 18"SD 0 z • A 29" 7' 0" APPROXIMATE LOCATION OF EXISTING 24" RCP #6 DIAGONAL BARS (TYP.) #5 BARS •_ 8" O.C. /-1' 2"f8"-/ O #5 BARS • 14" O.C. ELEVATION B —B SCALE : 1"=2' 41 X=3'-2" 11' 6"* ' on #5 DIAGONAL BARS (TYP.) #5 BARS • 8" O.C. Sar MVP* 9l" 6CIIDfl Waal 0"--,-8"--"/ #5 BARS • 14" 0.C. -- ELEVATION C —C SCALE : 1' =2' _#5 BARS • 8" 0.C. ELEVATION D —D SCALE : 1' =2' NOTES : 1. MANHOLE SHALL BE CONSTRUCTED OVER A MINIMUM OF 4 INCHES THICK OF 3/4" CRUSHED ROCKS. (NOT SHOWN) 2. INSTALL 24" DIAMETER GRADE RINGS IF NECESSARY. (NOT SHOWN) 3. INSTALL TYPE "B" MANHOLE FRAME AND COVER PER CITY STD. DWG # 3-1-107. (NOT SHOWN). 4. CONCRETE SHALL BE 560-C-3250 CONCRETE. Mal #5 DIAGONAL BARS (TYP.) I _13 CO ELEVATION E —E SCALE : 1"=2' 0 a 0 0 n m STORM DRAIN MANHOLE�o #9) .EICAST 4' 4" / /-8"-s"----3' 0" —/0"ae #5 BARS • 8" 0.C. V #5 DIAGONAL BARS I Y;<II yi�rtvio ..41" IP,Iii 1?' ;h'IJ Ui31 , 11 - ';?r,� SEE NOTE #5 SEE NOTE #4 14 BARS • r#1,4"O.C. Vii: : I I I 1 I #5 BARS (TYP.) X7ZUs►S'ffUkX i 24I" NV, 'rr© (113111E(i IN ARM) 0011'9G:7UL©'iTLW)1r0) R11lA\LhNJ01 11 2'X2'OPENING EXISTING CONCRETE VAULT PLAN VIEW SHOWING TOP SLAB REINFORCEMENT SCALE : 1''=2' SECTION A— A SCALE : 1"=2' 4' 4" 0" ELEVATION C —C SCALE : 1' =2' #5 BAR #5 BARS • 16" O.C,. #5 BARS • 8" O.C. #5 BAR NOTES : MANHOLE SHALL BE CONSTRUCTED OVER A MINIMUM OF 4 INCHES THICK OF 3/4" CRUSHED ROCKS. (NOT SHOWN) 2. INSTALL 24" DIAMETER GRADE RINGS IF NECESSARY. (NOT SHOWN) 3. INSTALL TYPE "B" MANHOLE FRAME AND COVER PER CITY STD. DWG # 3-1-107. (NOT SHOWN). 4. CONSTRUCT 2'X2' WALL OPENING AT EXISTING CONCRETE VAULT WALL. BOTTOM OF OPENING SHALL BE FLASHED WITH BOTTOM OF MANHOLE. 5. INSTALL #4X12" LONG DWELS DRILLED AND EPDXIED 6" DEEP INTO EXISTING CONCRETE WALL. 6. CONCRETE SHALL BE 560-C-3250 CONCRETE. SEE NOTES #2 & #3 EXISTING CONCRETE VAULT- ' TO etz SEE NOTE # 6' 0 5' 4" 1 1 1 1 / O /[C(1;iTYn CI a,AI-�1 ITM Jr L un.u.■ , /I T�1 #5 DIAGONAL BARS #6 BARS • 8" O.C. #5 BARS • 18" O.C. SEE NOTE #5 ELEVATION B —B SCALE : 1"=2' 6' 0" /-6"/ 2' 10" a CO #5 BAR ■ d I -01 #5 BARS •-- lA" O.C. #5 BARS • 8" O.C. #6 BAR-- -$I - -1, A #5 DIAGONAL BARS SEE NOTE #4 a CO -t SEE NOTE #5 EXISTING CONCRETE VAULT tam cr3 ELEVATION D —D SCALE : 1' =2' o D BY: C.S/G.S In 0 z 8 m CASE 1 I' \HOMAYOIIN' ProI,ol.\Domingo\ARAGON(❑\I'HAN.I)\9A I-IANTI . OA/ 23/ MS AS BUILT TYPICAL PIPE INSTALLATION TRENCH SECTION SAWCUT (TYP. .4"sue-O.D. + 12" MIN. —Pt"? O.D. + 24" MAX. ASPHALT OVERLAY 520-A-2500 CONCRETE TTL. Tn— T_=i BEDING SCALE : l"=2' --EXISTING A.C. OVERLAY ,,._EXISTING P.C.C. PAVEMENT SAND BACKFILL COMPACTED AS FOLLOWS: 95% ANY FOR THE BACKFILL OR TOP 3 FEET AND 90% FOR BELOW. SAND SLURRY BACKFILL *NOTE : USE OF SAND SLURRY SACKFUL MAY CAUSE THE HDPE PIPE TO FLOAT DURING PLACEMENT OF BACKFILL. IF NECESSARY, CONTRACTOR SHALL ANCHOR THE PIPE TO PREVENT THE PIPE FROM FLOATING. arna TYPICAL PIPE REMOVAL SAWCUT (TYP. REMOVE EXISTING RCP TRENCH SECTION + 12" MIN. —O"! O.D. + 24" MAX. ASPHALT OVERLAY 520-A-2500 CONCRETE I I SCALE : 1"2221 EXISTING A.C. OVERLAY EXISTING P.C.C. PAVEMENT SAND BACKFILL COMPACTED AS FOLLOWS: 95% ANY FOR THE BACKFILL TOP 3 FEET AND 90% FOR BELOW. OR SAND SLURRY BACKFILL CONNECTION DETAIL 15" PVC TO 36' RCP HUB ADAPTOR & -RUBBER GASKET CORE DRILL EXISTING 3W RCP MA,NLINE NEW 15" PVC SDR 35 EXISTING 36' RCP MAINLIN -RUBBER SLEEVE 1)1-\-x- t -U SCALE : 1 "=1 NOTES : I CONNECTION OF NEW SERVICE LATERAL TO MAINLINE SHALL BE ACCOMPLISHED BY MEANS OF A COMPRESS -FIT SERVICE CONNECTION. THE SERVICE CONNECTION SHALL BE INSERTA TEE AS MANUFATURED BY FOWLER MANUFACTURING CO. HILLSBORO, OREGON. TELEPHONE - (503) 357-2110 FAX - (503) 359-5417 OR APPROVED EQUAL W r m DESCRIPTION 1 0 ZO z Ir I� V EXISTING 6"SS TO BE REMOVED AND REPLACED. SEE SS LINE "Q" SHEET 12 EXISTING PIPE JOINT VW. at MOP REMOVE FxISTING SDMH, 38" RCP AND 33" RCP a a' EXISTING SDMH TO BE REMOVED INSTALL &O LF OF 33" RCP CLASS III 0.11 DETAIL "A" EXISTING PIPE JOINT f-1.0'-1 2 #4 HOOPED BARS • 5" O.C. PLAN SCALE : 14=2' • 9 t2 #5 TIE BARS EQUALLY SPACED CONSTRUCT TRANSITION PIPE STRUCTURE I 1' C I 4" MIN. 6 SECTION SCALE : 1"=2' \, «,.e-0 vv. _. -11-06--HOOPED 12-#5 TIE BARS EQUALLY SPACED 560-C-3250 CONCRETE HANDICAP RAMP CASE "C" c 0,y 49J'$ Gc. i. 5�9��9c4.44 �+P 9 A%4. , A elA 01. If ob AP tp \ 7� 60 19 / • END OF CURB RETURN TYPICAL PLAN OF HANDICAP RAMP SCALE : l"=4' g,\\ < 4 0\ DIRECTOR OF E"I P4 E-4 E -N Q�314 U) 4.1 14 zflo� FAN Iwo Q aL4 004 0 Es - A00:1 Q CD CD 0 oai aw C I I ---I Ct CD CD .-1 D BY: C.S/G.S 0 z 8 m DRAWN BY: H.A BY: D.0 DATE: 8/1999 CI w 0 w 2 U C 0 2 `WJa PROJECT NO.: 09-90-61.44-17 CASE DRAWER SET 1 14 36 SHEET! 5OF1 7 I'.\narnrwn\r.ojee,.\ue,.,m.,,\.n.cun)\push )\sni-n\NKTt o0/2a/w09 AS BUILT REVISION JUNE 1,1988 PICK HOLE I BLIND PICK MOLE —+� n I I 64 FRAME MACHINED SURFACES , 211" 166 I" BLIND PICK HOLE COVER MACHINED FOR PERFECT PLAN NO -ROCK FIT A,S.T.M. GRID PATTERN SECTION NOTE: PINKERTON FOUNDRY MODEL A-640 OR A PHOENIX IRON WORKS MODEL P.4001 OR APPROVED EQUAL. SAN MATEO CV It 1973 DRAWN eel RUJ Cl.*. BV LDJ STANDARD TYPED$"MANHOLE FRAME S COVER APniow [ 7 1/14/71... CM KNOWER CALIFORNIA PLAN CAN 3 DEMUR DIET 107 (4) $detbots,2tltlo tg g 3t o f. A al Dowel (21JI a Net. bor3 x I'. 'long,12o.c. Dowel Ant BIL Blend wets to Id. of pipe Gutter flowline t 4 04; e 111 • _.' ;_ Sane er +stash SECTION B— B Curb fo Flow Normal gutter grade r- LIMITS OF NEW CURB r GUTTE owing 6' '1 •r--11 II '� i 1 r — - 1 II II R Depress grate 6" below normal gutter Match pant slope DEPRESSION DETAIL r f1 .41 _s\ DOWEL DETAIL 3 required when top at basin and sidewalk ore not monolithic. No.4 rebor hoop Diom.: pipe oat' 6" 3" clear Normal anal ovement slope 9' 6E13000 concrete e 4 Reber at 12" CrC. each way (PLACE IF"V' GREATER THAN 4 ONLY) -V` NOTES It For details of frame and grote,type"3; see Dwg 3-1-125 2.Connection pipes to be located according to plans and bottom of basin to be sloped to outlet. 3.AII rein?. steel to be one inch clear. 41?'V" is over 8' then special permission is required from City Engineer. 5. use 560-8-3250 Concrete. 6. Install Protection Bar, Std.Dwg. 3-1-133 REVISED 4-4-83 SCE 8 BOTTOM REINF. DEPRESSION DETAIL REVISED 4.4-83 PIPE INLET, THROAT OPENING. APPROVED REVISED 11-14-73 DELETED STRUT, ADDED NOTE NO. fi Subarode Undisturbed earth or crushed rock in jm R inn Flow .0. , Curb n ANCHOR DETAIL 2 R eq'd Wed all around Dlate Normal gut T Anchor • T[ • —8d et face of angle in plane of curb t;(ifV"is 4-d'or less 418"if'V it bettor 4-d'f! B d' ts10"ifaV is 8'-Ol'foyer 9' See note 4 'fA'e .x'4F 0„ 4-2" SECTION A —A Rod. Sidewalk slope Anchor ixto" Goly. rolled plate formed os shown CURB PLATE DETAIL S. APPRCVED L" 0 REVISION JUNE 1,1988. SAN MATED ,REVISED 7/90 DATE 1973 DeAWN 01 CIw. W RUJ JEG STANDARD TYPE 1"F-2" CATCH BASIN NOTE: TO BE USED ONLY WITH SPECIAL PERMISSION OF THE CITY ENGINEER. PLAN CAE 3 DRAWER 122 STREET GRADE I S m Nt^ Imo s N m 1 J S ( SEE NOTES 4 6 51 520-8-2500 CONC. SLAB 24" I. t. CL .. ' O • • as asp — ft. —too 1 .3 54" DIA. MIN. BASE TYPICAL SECTION GROUND LEVEL IN UNPAVED AREA STD. TYPE B MANHOLE FRAME AND COVER, SEE CITY STD DWG. NO. 3 - I - lot. PRECAST GRADE RINGS AS REQUIRED 3" 8 6" HIGH, GROUT JOINTS PRECAST CONCENTRIC TAPER SECTION POUR BASE OVER TOP OF PIPE SET PRECAST CONCENTRIC SECTION IN FRESH CONCRETE OR USE T $ G IMPRESSION RING TO FORM JOINT. CL PIPING PFR PLANS (30" I.D. MAX.) Ave NOTES' I. PRECAST SECTIONS BY SANTA ROSA CAST PRODUCTS OR APPROVED EQUAL. 2. GROUT JOINTS WITH I 3 MORTAR MIX OR USE RAM - NECK JOINT COMPOUND. 3• BASE SHALL 8E 520 - G - 2500 CONCRETE. 4. CONCRETE SLAB AROUND CASTING SHALL BE CONCENTRIC CIRCLE IN STREET. 5. CONCRETE SLAB AROUND CASTING SHALL BE SQUARE AND FORMED WITH LUMBER IN EASEMENT OR UNPAVED. AREA. DAZE al 92 DRAWN EY RLG STANDARD TYPE "A" MANHOLE LAN MATEO. CALIF. Cle. er DC AMMO RAN CAM 3 DRAWN 104b STORM DRAIN MANHOLE#1,2,3 & 12 a e I us N n L REVISED 9/26/97 Ziff of SAM MATEO CALIFON' 94401 a w * e 4 4 * ZW Zx fly aa ,12• W4 AI N O ro 1 to DEEP LIFT A.C. z a ie Vtn u3 NI TYPICAL SECTIONS OF CURB, GUTTER AND SIDEWALK oefE 00m ' DP OdL�Iomp $996 RLG MC cnr, ENi/AtEEdr 3 I set 141 sifter Mies, albH 1{77.7:4"1"1" Soo sst. • Awe: are T / I most so •t•. Op • CASE B CASE C Ilse when Yeas Is Led an Vat Tap Of r l r S SW Mew 22 You ;i SECTION A -A Top of rap Rotas. Orb mould., more H rests/ JLUZ ea 22lam .J SECTION 5-6 berm /mere Sae a reared Petting tab If moor, ApF SEC• TION C -c of Sett Note Coos, Co. CASE E OX at are CASE D CASE F Si. wee 4 arroa.atoly Y"ll Tatar pat as Rent cep et tee mote I RAISED T TED DOUR PATTERN 0A5-4 P - for RAISED TRUNCATED DONE DETECTABLE WARMS SURFACE Move and Limn of py 1 et carptr'. IO.Nn I 41—t _.--1 espied e11ar.1.. reed 1 hums., an prole., Oat t_ E L. L_ t} DETAIL 11 ENatpw are aM mow. Croat odr •f Yeas NOTES L If 0s,00e free are to awe ar s*.d I. toe short to cadet* rasp w If anent os In Cep Arne Me -ea sop be dtwaa h1Mtleenay as N Coe e a t or soy be waned ao r Cato O. L It Yana Is lose then V s14 the 1141 oat of the skate sal he erMW et eteen lot Cps C. 3. eta roue M located r cater a an r tlrr,. crosses antlarrip Met be err to that Yrew, tr tow t to •aoated•te 4 .lS .-. CPS' Laser r acrd O. the h.taadha se.tht at the `Para say reed N Nfam de ed so shwa In iN MOated n o ww the Oda of Ih. rya need ret be wet W. but Its carte MSM of the rmo efsel be G. Traelllena free rays to "seeasr er tr-. streets evil Ire tiara and tea et slvef cMya. I. lice+' Yw Lea thane& ^r. Slot be *r' kin, I. The rap obeli have a IV ens bra an /t bcµ ars ee sopre tety yeas saner.l 0foawte & Orb rapil that hoer a tar We lrttr the, 1.172 ohal how o State* weft arta that ataraa the fa Mdth e1 Me AN tae are Coal. e a length sear to the on CYe e. alable a area rro.... St the sotan eeerrr the Caarectr. sal be co etrat.d by oo dbfAs r Stewed mad. r Wan at a raarkated ar/pe.Ae fretsrkat.d wire peal centers to 1M rsea-saw.te N the "erred name 10.van Meat.++ aware *flat I. yet raaAred on e orb rasp. Me ofaret0 Nab of the raw aid Its toed stew shad have o Iraeor.e bane arfoe tat.'. reaper tams its .trays. skleeek. IL Rao ace Pepe warms areas free c l and el eel at are to entry an IafytuialpadMs on" Galata to .op et the re.11cOONa br the Wont, piierrs,ma.aaws,easto taw ail ether Wilily taclllas When the balydrle• et tta. spa ramp ell be relocal•a by the ewer weer te.r In contact$ n Min.cab raw .aetreetkh 1LYPYnw Noon of od gutt thy rep ins .dreont t'O 't!hep ra. orb fat ate continuous 00.1405 to the curb tea sheaf .seed S percent MtNn . of the top et bottom of the sorb rap. W les.n details prtad by the paean of toe Stet. /paella en larch 1,1W. 6144 Of ULVMY#4 rPMT"r"r Of IaatIetaTgN CURB RAMP DETAILS NO SCALE GROOVING DETAII Ma al WTEO WY tl, lea SUPERtEW •e STAI el PLAN MP on 0410 ALT h Ife2 ,lap t1RLDANTt TN[ 111#41011 110 INAMS Ibp11 wino JULY last 'REVISED NEW STANDARD PLAN RNSP A88 WHEEL CHAIR RAMP SAN MATEO. CALIr. DATE 1999 PREP BY H.A CNN. BY D.C Swir /APPPPRRfOVVEEDy /� �e shoolt DIRECTOR or P IICIC WORK PLAN CASE 3 DRAWER 1 cHECT 157 Li 0 Ea DESCRIPTION La V` 0 0 ce a. 0. a_ t6c,\ 4 (n 0 Q CL La_ 0 0 0 W 0 E-4 0.»00 00 w • P4 gZ E"' Ix zap' 4 (Om �e����� r1 ^ !� A 14pI P• -y �Lt iyl O 00 g 014 1111 P4 I ACn a EN Ir�,1 44 PF> 0 CD 1-1 CD 104 P4 alas �t I Pte-+ CD CD SURVEYED BY: C.S/G.S w 0 O z 0 0 CASE 1 DRAWER 14 SCALE: AS NOTED PROJECT NO.: 09-90-61.44-17 SET 36 SHEET 6 0F! 7 C:\NOWYOUN\Projects \ Domingo \ARAGON(I)\PNAsE(1\She-17\511TI8 08/23/1999 QUANTITIES STORM DRAIN IMPROVEMENTS ITEM DESCRIPTION UNITS SHEET 2 SHEET 3 SHEET 4 SHEET 5 TOTAL 1 REMOVE EXISTING CATCHBASIN AND BACKFILL WITH SAND SLURRY. EA 5 4 7 1 17 2 REMOVE EXISTING MANHOLE AND BACKFILL WITH SAND SLURRY. EA 3 4 5 12 3 REMOVE EXISTING 1t RCP PER TYPICAL PIPE REMOVAL TRENCH SECTION. LF 20 16 14 40 90 4 REMOVE EXISTING 15' RCP PER TYPICAL PIPE REMOVAL TRENCH SECTION. LF 8 8 5 REMOVE EXISTING 21" RCP PER TYPICAL PIPE REMOVAL TRENCH SECTION. LF 25 25 6 REMOVE EXISTING 24' RCP PER TYPICAL PIPE REMOVAL TRENCH SECTION. LF 4 4 7 PLUG EXISTING 10" RCP, 12" RCP OR 15' RCP. EA 8 10 15 16 49 8 FURNISH AND INSTALL 12" HDPE PIPE. LF 9 9 9 FURNISH AND INSTALL 15' HDPE PIPE. LF 66 135 227 69 497 10 FURNISH AND INSTALL 18' HDPE PIPE. LF 175 115 290 11 FURNISH AND INSTALL 24" HDPE PIPE. LF 155 266 2 282 705 12 FURNISH AND INSTALL 30" HDPE PIPE. LF 289 573 862 13 FURNISH AND INSTALL 36" HDPE PIPE. LF 40 40 14 FURNISH MD INSTALL 18"X15" HDPE TEE EA 3 3 15 FURNISH AND INSTALL 24115' HDPE TEE. EA 1 1 2 16 FURNISH AND INSTALL 50"X15" HOPE TEE. EA 1 2 3 17 FURNISH AND INSTALL 36145° HOPE ELBOW. EA 2 2 18 FURNISH MD INSTALL 36" HDPE CAP. EA 1 1 19 CONSTRUCT TYPE "F-1" CATCHBASIN. EA 1 1 20 CONSTRUCT TYPE 'F-2" CATCHBASIN. EA 4 5 9 4 22 21 CONSTRUCT STANDARD TYPE °A° MANHOLE (SDMH# 1,2,3 & 12) EA 3 1 4 22 CONSTRUCT TYPE "B" MANHOLE (SDMH# 4,6,7,8 & 10) EA 1 4 5 23 CONSTRUCT SDMH# 5 PER DETAIL ON SHEET 14. EA 1 1 24 CONSTRUCT SDMH# 9 PER DETAIL ON SHEET 14. EA 1 1 25 CONSTRUCT SDMH# 11 PER DETAIL ON SHEET 13. EA 1 1 26 CONSTRUCT SANTA ROSA MODEL 2K DROP INLET OR APPROVED EQUAL. EA 1 1 27 CONNECT 15" HDPE TO EXISTING 21' SD. EA 1 1 28 CURIUM 15' HDPE TO EXISTING 33' RCP PER CONNECTION DETAIL ON SHEET 15. EA 3 3 29 CONNECT 15" HDPE PIPE TO EXISTING SDMH. EA 1 1 30 CONNECT 24' HOPE PIPE TO EXISTING CATCHBASIN. EA 1 1 31 CONNECT 36" HDPE PIPE TO EXISTING CONCRETE VAULT. EA 1 1 32 LOCATE CLOSEST 21" RCP PIPE JOINT, REMOVE EXISTING 21' RCP FROM JOINT TO OLD MANHOLE AND FURNISH AND INSTALL 21' RCP, CLASS III TO NEW MANHOLE. (SEE SHEET 3 @ ARAGON & MAPLE) LF 16 16 33 REMOVE EXISTING SDMH, SS' RCP AND 36' RCP. FURNISH AND INSTALL 8 LF OF 38' RCP AND CONSTRUCT PIPE TRANSITION STRUCTURE PER DETAIL "A" ON SHEET 14. LS 1 1 34 REMOVE EXISTING 3S' RCP. FURNISH AND INSTALL 33' RCP, CLASS III PER SD LINE "K" PROFILE ON SHEET 11. LF 14 14 SANITARY SEWER IMPROVEMENTS ITEM DESCRIPTION UNITS SHEET 3 SHEET 4 SHEET 5 TOTAL 35 REMOVE EXISTING 6" SS AND FURNISH AND INSTALL 6" PVC SDR 35. LF 17 25 60 102 36 REMOVE EXISTING 8" SS AND FURNISH AND INSTALL 8" PVC SOS 35. LF 281 281 37 REMOVE EXISTING 10" SS AND FURNISH AND INSTALL 10" PVC SDR 35. LF 24 11 35 38 REMOVE EXISTING SSMH AND CONSTRUCT STANDARD SSIM1. EA 2 1 1 4 39 CONSTRUCT STANDARD SSMH. EA 2 1 3 40 CONNECT NEW 6" SS (PVC) TO EXISTING SSMH. EA 1 1 41 CONNECT NEW 10" SS (PVC) TO EXISTING SSMII. EA 1 1 2 42 FURNISH AND INSTALL 6'X45° PVC BEND. EA 2 2 43 CONNECT TO EXISTING 6" SS. EA 1 1 STREET IMPROVEMENTS ITEM DESCRIPTION UNITS SHEET 6 SHEET 7 SHEET 8 SHEET 9 TOTAL REMOVE EXISTING AND CONSTRUCT TYPE "A" CURB AND GUTTER PER CITY STANDARD DRAWING # 3-1-141. LF 194 234 300 214 942 REMOVE EXISTING AND CONSTRUCT 4' CONCRETE SIDEWALK PER CITY SF STANDARD DRAWING # 3-1-141. 510 898 582 2,340 REMOVE EXISTING AND CONSTRUCT CURB RAMP, CAE PER STATE NEW STANDARD PLAIIS. N$P-A88 SF 344 570 480 340 1,734 47 GRIND A MINIMUM OF 0.2 FEET OF EXISTING AC PAVEMENT OR TO TOP OF EXISTING CONCRETE PAVEMENT. SF 1053 3829 8560 7900 21,342 48 CONSTRUCT 0.2 FEET t OF AC OVERLAY. TONS 15.8 5.74 128.4 118.2 320.1 49 FURNISH AND INSTALL PETaOMAT. SY 0 364 951 878 2,193 INSTALL CENTERLINE PAVEMENT MARKER PER DETAIL 4 OF THE STATE STANDARD DRAWING PLAN A20 -A LF 0 0 67 66 133 51 INSTALL 12" WHITE THERMOPLASTIC STOP BAR. LF 22 12 36 32 102 52 INSTALL WHITE THERMOPLASTIC STOP LEGEND. EA 0 0 3 2 5 53 INSTALL 12" YELLOW THERMOPLASTIC CROSSWALK. LF 50 170 168 0 388 ADDITIVE ITEM DESCRIPTION UNITS SHEET 6 SHEET 7 SHEET 8 SHEET 9 TOTAL 54 REMOVE AND REPLACE 4" VCP SS LF 27 w 0 DESCRIPTION 0c3 cz a o 0 a E-4 W W � E-+ W• cn <4 W0.. zap cx A I-4 c4 44 0 <c cn aA W AEEml 4C4 E31 ceT4 O O �a w I C) 1-4 <4 W I z Q z a Li 0 SURVEYED BY: C.S/G.S w 0 0 0 z 0 CD DATE: 8/1999 DRAWN BY: H.A CHECKED BY: D.0 DATE: 8/1999 SCALE: AS NOTED PROJECT NO.: 09-90-61.44-17 CASE 1 DRAWER 14 SET 36 SHEET!! 0F!! C:\HOWIYOUN\ Projects \ Domingo \AR1GON(I)\PHASE(' \Shi-17\SHTP 135/25/1999