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HomeMy Public PortalAbout1992 - 1993 Sanitary Sewer and Storm Drain Improvements - Phase Iw r 0 0 >- m DIETERICH POST REORDER NO. 103713 e SAN FRANCISCO BENCHMARK I: DESCRIPTION: LOCATION: N -S STREET: E -W STREET: SAN MATEO DATUM: MSL DATUM: BENCHMARK A: DESCRIPTION: LOCATION: N -S STREET: E -W STREET: SAN MATEO DATUM: MSL DATUM: BENCHMARK R: DESCRIPTION: LOCATION: N -S STREET: E -W STREET: SAN MATEO DATUM: MSL DATUM: BENCHMARK M: DESCRIPTION: LOCATION: N -S STREET: E -W STREET: SAN MATEO DATUM: MSL DATUM: BENCHMARK U: DESCRIPTION: LOCATION: N -S STREET: E -W STREET: SAN MATEO DATUM: MSL DATUM: BENCHMARK U: DESCRIPTION: LOCATION: N -S STREET: E -W STREET: SAN MATEO DATUM: MSL DATUM: L J MU 1r° VICINITY MAP N. T. S. 050-001 YEAR SET: 1973 YEAR RESET: RAMSET NAIL AND WASHER TOP OF CURB CENTER NE'LY RETURN HACIENDA ST 39TH AVE 123.49 SAN MATEO DATUM +100: 125.85 MSL DATUM +100: 050-002 YEAR SET: 1973 YEAR RESET: RAMSE'1' NAIL AND WASHER TOP OF CURB CENTER NE'LY RETURN LOLA ST 39TH AVE 157.85 160.21 SAN MATEO DATUM +100: MSL DATUM +100: 050-003 YEAR SET: 1973 YEAR RESET: RAMSET NAIL AND WASHER TOP OF CURB E'LY SIDE N'LY CENTER ISLAND ALAMEDA DE LAS PULGAS 39TH AVE 198.79 SAN MATEO DATUM +100: 201.15 MSL DATUM +100: 071-005 YEAR SET: 1981 YEAR RESET: GRASS DISK TOP OF CURB N'LY CENTER ISLAND ALAMEDA DE LAS PULGAS HILLSDALE BLVD 69.28 71.64 SAN MATEO DATUM +100: MSL DATUM +100: 071-006 YEAR SET: 1981 YEAR RESET: RAMSET NAIL AND WASHER TOP OF. CURB S'LY CENTER ISLAND ALAMEDA DE LAS PULGAS VOELKER DR 84.59 SAN MATEO DATUM +100: 86.95 MSL DATUM +100: 071-007 YEAR SET: 1981 YEAR RESET: RAMSET NAIL AND WASHER TOP OP CURB N'LY CENTER ISLAND ALAMEDA DE LAS PULGAS 36TH AVE 106.72 SAN MATEO DATUM +100: 109.08 MSL DATUM +100: BENCHMARKS 0 l r J -L A 0M11 LOCATION MAP SCALE: I" = 800' deb L2UWA LA LOCATION A ALAMEDA DE LAS PULGAS - FROM HILLSDALE BLVD. TO 36TH AVE. LOCATION B : LEONA ST AT 39TH AVE. LOCATION C EASTWOOD DR. AT EASTERN CUL- DE - SAC E'Rg oD HLF oD X34 MA7' INDEX 0 SHEET I TITLE SHEET SHEET 2 ALAMEDA DE LAS PULGAS OPTION 1 & 2 SHEET 3 ALAMEDA DE LAS PULGAS OPTION 3 SHEET 4 EASTWOOD DRIVE SHEET 5 LEONA STREET SHEET 6 DETAILS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APWA—AGC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1991 EDITION, AS AMENDED BY THE 1992 SUPPLEMENT, AND SPECIAL PROVISIONS FOR THIS PROJECT. 2. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES, PRIOR TO DOING WORK, THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. FORTY—EIGHT (48) HOURS BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-624-2444, TO VERIFY ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL NECESSARY UTILITY RELOCATIONS, IF REQUIRED, WITH THE APPROPRIATE UTILITY COMPANIES. 4. 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 COMMISSION RELATING TO SAFETY 1.ND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL. 5. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY AND IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION, 1988 EDITION. 6. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF THE HIGH VOLTAGE STREET LIGHT CIRCUIT LOCATED AT THE ISLANDS ALONG ALAMEDA DE LAS PULGAS. 7. THE CONTRACTOR SHALL PROVIDE A 24 —HOUR EMERGENCY PHONE NUMBER WITH THE CITY CONSTRUCTION INSPECTOR. D AS BUILT DESCRIPTION brt N W W ww U) rw 0 a cca^. o 1_--WWO ZZaa3 can cr< aa43 rn0 › w o•) C N ~ cc o 01 U) N4 1- N F: �N J � 2 a0 w Q J J SURVEYED BY Q O BOOK NO. DRAWN BY RLG DATE 11/92 SCALE AS SHOWN PROJECT NO. CASE I DRAWER 16 SET 58 SHEET I OF 6 W EXISTING a CO D: 0 4 N CL �ma o z 5 0)mm LEGEND SANITARY MANHOLE SANITARY LINE STORM DRAIN CATCH BASIN WATER LINE WATER VALVE FIRE HYDRANT GAS LINE GAS VALVE STREET LIGHT LINE STREET LIGHT EUCALYPTUS TREE FACE OF CURB I_ REMOVE 8" VCP AND 8 " CIP AND INSTALL 250' X 8" PVC AT S= 0.0123 PROPOSED W 0 U 44 IX W 44 0 ro W z J J J W REMOVE 8"VCP AND 8" CIP ND INSTALL 250 X 8"1 PVC AT S 0.0123 REMOVE AND REPLACE CURB AND GUTTER AS NECESSARY TO INSTALL 8"PVC. GENERAL NOTES CLEAN AND LINE EXISTING 8" VCP BY METHOD DESCRIBED UNDER OPTION NO. I OR OPTION NO. 2. SEE BELOW SCALES PROFILE " 40' H 0 . 1 r.. , 40'* EXISTING 8" CIP ER 4- 270'* EXISTING 8" VCP BEGIN LINER A £VA C4 LAS MAGA:. 150' EXATING 8VCP CLEAN AND LINE EXISTING 8" VCP BY METHOD DESCRIBED UNDER OPTION NO. I tl OR OPTION NO. 2. SEE BELOW. PLAN SCALE: I " = 40' 1. CONTRACTOR SHALL MAINTAIN SANITARY SEWER FLOW THROUGHOUT THE LIMITS OF THE PROJECT AT ALL TIMES DURING CONSTRUCTION. 2. CONTRACTOR SHALL INSTALL 8" PVC PIPE AT SAME ELEVATION AS EXISTING 8" VCP LINE FROM MH 512:08A TO MH 512:12 SO AS TO AVOID UTILITY CONFLICTS. 3. PRIOR TO EXCAVATION, CONTRACTOR SHALL SUBMIT ALL SLIPLINE PULLING, LAUNCHING, AND TRANSITION PIT LOCATIONS AND DIMENSIONS TO THE ENGINEER FOR APPROVAL. SEE 2 CONSTRUCTION OPTIONS 1. SLIPLINE EXISTING 8" VCP LINE WITH 7" HDPE PIPE, SDR 32.5. 2. COSZEEXISTYNG .2P E i^ri"wi1'/ D/0-4/C 0 NEW LINE CONNECTED\ DIRECTLY TO M.N. GIL:08A 10 IX 9 Z ill o_ r0 re m in z_ X 0 ZI z mWz N SLIPLI NE OPTION toNSTRUCTED EXISTING GRADE 520-A-2500 CONCRETE A.C. PAVEMENT 02 MIN. 6" CONTROL DENSITY FILL OR SLURRY BACKFILL? I 4" MIN. 4 4 a A 4 s' 4 4 4 a 4 4a A P • 4 THIS TRENCH SECTION !!!!!!::14 NoNAT'ERIAI'JACkTRIp ARIA 6" MIN. 9" MAX. CRUSHED ROCK TYPICAL -TRENCH SECTION SCALE Q TREE NOT REMOVED, JOINT NOT REPAIRED AS A RESULT OF VIDEO .NSPECTION PRIOR TO CONSTRUCTION CON' AISIS CONSTRUCTION NOTES 1 A Y/0( N N PT P OF E0 O 4I1 .OF OT5 1 °/28 RKS PrigN A E E, P ®26' Frraff NE===>r/P= EXTREME CAUTION SHALL BE USED WHEN WORKING IN THE VICINITY OF EXISTING TREES SO AS NOT TO HARM OR DAMAGE TREE OR ROOT SYSTEM. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CLEAN AND VIDEO INSPECT EXISTING SEWER MAIN TO BE LINED (533:05 TO 512:12). VIDEO TAPE SHALL BE REVIEWED BY THE PROJECT ENGINEER AND THE CONTRACTOR TO DETERMINE THE EXTENT OF SPOT REPAIRS, IF ANY, REQUIRED TO PERFORM SLIPLINING OR INSITUFORM LINING PROCESS. CONNECT EXISTING SAnITARY SEWER LATERALS. CONNECTION TO NEW 8" PVC SHALL BE WITH MANUFACTURED WYES. AS BUILT M� VJ 0' a LIC wCMr S a 0 0 J 0 O 01 d5 cn g U) I- J a CC Z z w W CL WW aJ > J CO Cr a ct < o 5 :E ujwo ZZa3 Q-=J1- cnclaacn cz M 0 }. W c ct cc N �� Q~ O Mw CON U m W W D N N 0 M 0 N z Y 0 O m m W 0 0 z 0 DC DATE 1/93 0 W V W x U SCALE AS SHOWN a 90-7781 CASE DRAWER 16 SET 58 OPTION NO. I AND NO. 2 SHEET 2 F6 N z z .1 Oi 7.0 EXISTING In w Ia i 4 W' 0' C Ott F.� Ow 2• J.Z 0j . W .0 •41 in sr en N: 10 t • ty Z o• CO I. m; a 2 41 W 44 • .Q) O REMOVE E TIMG 8'' VCP mip INSTALL F,S' X 8= PV¢ AT S=0.0046. REMOVE AND REPLACE ,pURB GUTTER A`,� NEgC�ESSSAR TO INSTALL 8' PVC" SS MH 512:084 LEGEND SANITARY MAN SANITARY STORM CATC SIN LINE ER VALVE FIRE HYDRANT GAS LINE GAS VALVE STREET LIGHT LINE STREET LIGHT EUCALYPTUS TREE FACE OF CURB to PROPOSED O 1 w. AT SE: 0.0152 REMOVE .EXISTINt8"•VOR• AND INSTALL' 63' K.:6'::PV.0 AT 5=:0;00,61 as #; I- M m co U (n z iI U � ftw rn I z 0> U O 25'± PLUG��' (TYR) INSTALL 178' X 8"PVC A C INSTALL 6'X6" PVC AT 5=0.020 MIN. f D ABANDON ING PIPE r _T rT i II .I o I. it cu .1 INSTALL. 178 X'8' 'PVC' ' x o « z CO 0 — .INSTALL 17' X AT 5=0.02 C� PLUG AND SLURRY EXISTING PIPE t v 0$ I0 10 W ZUN f JN rn 003 N zJ I j a 00 m wzz I- HWC U J p.W GENERAL NOTES APPROXIMATE EXISTING GRADE 1-FOC W ✓ WO U '2 • LL Jw Z 0 .O W co W N cm Q • I a° -V WU.. W lamz. I. Otn • F.a INSTALL ;:270' X 8" PVC AT' S= 000838 . SCALES: INSTALL 2i0" X 8" PVC AT S= •838 PROFILE z LY Or 2 trifi HORIZ., I= TO' VERT r6 2m az' 0• z • :. Ow, i1 . .. ' . 0: 03 0 2 OIX z 2 0 1/1 INSTALL 150'X 8N PVC p AT S=0.0•I50 • 0i AL'L 1i X B'"PVC AT S=0.0150 z INSTALL 28'X 8" PVC AT S =0.0150. SEE PROFILE B, THIS SHEET. ABANDON AND SLURRY EXISTING 8"VCP MH NO. 4 - MH 533105 PLAN SCALE: I" 40' PUL GA S 1. CONTRACTOR SHALL MAINTAIN SANITARY SEWER FLOW THROUGHOUT THE LIMITS OF THIS PROJECT AT ALL TIMES DURING CONSTRUCTION. 2. MANHOLE NO. 1 SHALL BE A STANDARD PRECAST CONCRETE DROP MANHOLE PER DWG. NO. 3-1-105. PRECAST CONCRETE CONE SHALL BE ECCENTRIC. 3. MANHOLE NO. 2 AND NO. 4 SHALL BE STANDARD PRECAST ECCENTRIC MANHOLES PER DWG. NO. 3-1-104a. 4. MANHOLE NO. 3 SHALL BE A STANDARD TYPE "A" MANHOLE PER DWG. NO. 3-1-104b. 5. PRIOR TO CONSTRUCTION, UTILITY COMPANIES SHALL POTHOLE AND VERIFY ALL POSSIBLE CONFLICTS AND RELOCATE THEIR LINES IF NECESSARY. CONTRACTOR SHALL NOT START HIS WORK UNTIL ALL CONFLICTS ARE RESOLVED WHICH MAY TAKE 6 TO 8 WEEKS. TREE PLUG CONSTRUCTION NOTES v P 110 w z 8 J W m K K1 0 m EXIST. 6" VCR .0 EXIST PROFILE REMOVE '6" VCP 70 a y-* .w J 7y:'::=. 0 �.. 414 4' w 7 O i •0 Ore. 4014411-• • J mica yy• •I- c7CO ) 443Z '•4 O wia.. .. . z_ >:. .. co t0 J`Q EXIST: C yelp. (9 a •0 N m w .10 2.y INSTALL 28' X 8 ".PVC:: : AT 8=0.0286 A. .. . .. . _a . x I: Z 0 H Urn W 0I 0> 00 CONNECT EXISTING SANITARY SEWER LATERALS. REMOVE EXISTING 8" VCP AS NECESSARY. CONNECTION TO NEW 8" PVC SHALL BE WITH MANUFACTURED PVC WYES. CONTRACTOR SHALL INSTALL 8" VCP TO PVC ADAPTOR APPROXIMATELY TWO FEET OUTSIDE THE FACE OF THE EXISTING MANHOLE PER DETAIL 2, SHEET 6. INSTALL 28' X 8" PVC AT S = 0.0286. SEE PROFILE A, THIS SHEET. CO T 8" PVC TO EXIST ANHOLE Lc+ U) 520-A- 2500 CONCRETE MIN. 11 2 APPROX. EXIST GRADE. EXIST. 8" VCP' INSTALL: 28'..X"6".PVC AT• S=0:0150 • PROFILE .S LEXISTING GRADE A.C. PAVEMENT 0.2 MIN. • / ^ , . • 6" CONTROL DENSITY FILL OR SLURRY BACKFILL2 / / / i \ I 8" \i i 4" PVC v A a n Y7 // =r//-- 6" MIN. 9" MAX. CRUSHED ROCK TYPICAL THE SECTION NOT TO SCA AS BUILT z 0 v h u o >z a 4.4 z V W 8 PUB.4C WORKS a a calu, gN Crz �Z WW a0 3 2 co La W W a -i U)> -J� } QCC c Q Fa --tow° Zzaa3 — =JF-- w a -a on er .a M° } w 0) es CC CV0 HCC Q) Q 0 Q) W (P � U 0 W W a N N CD O W Cu 2 0 0 0) W ✓ 0 z a 0 0) w 3 U 0 r m 0 W Y W x V AS SHOWN PROJECT NO. 90-7781 CASE DRAWER 16 SET 58 I OPTION NO. 3 SHEET 3 OF 6 BRUNING 40-105 45019 • NOTE: TYPE F-2 AND F-3 CATCH BASINS DEPRESSION INSTEAD OF THE 9" DRAWINGS. 520-A- 2500 CONCRETE G n/W/N 9"MCIX. A S"ClUTRER DEPRESSION SHALL HAVE A 6" GUTTER SHOWN ON THE STANDARD 0.2'4.C. CONTROL L.EO DENS/7Y FILL OR SLURRY BACKF/LL 3 "MAX. 6"OR /2"PE 4"CRUSHED ROCKS TRENCH DETAIL NOT TO SCALE 6" NOTE SEE STANDARD TYPE E-2 C4TCNATA.5/N DWG I/O. 3-/-/22 FOR 07//.ER LE7A/L 5 EX/ST /8" CONC. P/PE -" CRUSHED ROCK -- SCREEN - 2 -2"0 WEEPHOLES b 6 A , . d p b b O 9" PROPOSED /2- PE /2" 2" DETAIL 1 MIN. NOT TO SCALE EX/ST /2" CONC. P/PE 11 J STA /*24(-') EX/ST /.5"./5" AREA ORA/N BREAK .BOTTOM OF ,EXIST /3" x/5"130X AS NECESSARY' To CCvvrvec T G" PE "'IRE AND GRouT. NOTE DIG UNDER EXIST CONCRETE GUTTER TO /NSTALL NEW G" PE. "SAVE EX/ST GUTTER" STA /{04 (') SAWCUT AT 5/DEWAL/C SCOR/NG� STA /400 REMOVE EX/ST CB AND CONSTRUCT MOD/F/ED TYPE F-2 CATCNBAS/N (SEE ,DET4 /L >) REMOVE /REPLACE Q CURB GUTTER f SIDEWALK - STA 0496 (29 SAWCUT AT SIDEWALK SCORING 75MP BENCH MA/TX TOP OF WALL 4 Pr /04.03 PLAN /NSTALL. SOPT of /Z "R.E / r7� S' O. Or.0 A II PROFILE A SCALES 1 I" ' 'WHOA., 1 2'vERt. 14. /NSTALL 2/ FT OF &" PE ANC? SADDLE AT 5=0.0580 (SE; SD PROF/L E "8") F/LL , PLUG ANO AONDON ex/sr 6"t/CP wing SLURRY tei a Co BASEL/NE = EX/STING FLOWLINE SCALE, I" = 10' /NSTALL 50 FT OF /2" PE PIPE 0 S = 0.020 (SEE SD PROF/LE "A") • .:N07`5 , DIG UNDER EX/ST CO/VC GUTTER 7b /NSTALL .NEIg Cent "SAVE EX/Sr GUTTER" :Ex/ST A,C, PAv tweeser.... 0 0 STA 2*00 (+) S4WCUT4T S/DEW.d L K SCOR/NG REMOVE 4/1/0 REFL ACE CURB, GUTTER A//0 S/OEIvAL.K. 20 STA E #04 CONSTRUCT TYPE F-.3 CATO/5AS/N srA 2 f // (*) SAWCUT QT S/OEWALK SCOR/NG- DOWEL 3 - NO. 4' BARS AT 24"SPAC//V$ (TVA) 4 0 0 AO "N h sk h PROFILE 8 INSTALL 2'1 "OF CP.E la 5. b..o.no SCALES ; I "s 1O' NOR, I k .a" VERT. CONSTRUCTION NOTES - 95 97 96 CONSTRUCT 3 FOOT TRANSITION FROM TYPE "A" TO TYPE "B" CURBS AT CATCH BASINS. CONTRACTOR IS TO RECONSTRUCT SIDEWALK, CURB AND GUTTER TO MATCH EXISTING, AS PER DWG. 3-1-141a. LEGEND SYMBOL DESCRIPTION PROPOSED E A.C. PVC S STA TYP. EXISTING FL -h CTV-- WM B/W ANODE CATCH BASIN DRIVEWAY FLOWLINE GAS LINE HYDRANT LIP OF GUTTER PROPERTY LINE SANITARY SEWER LINE SIDEWALK STORM DRAIN LINE STREET LIGHT STREET LIGHT CONDUIT LINE CABLE TELEVISION BOX CABLE TELEVISION LINE WATER LINE WATER METER WATER VALVE MANHOLE ASPHALT CONCRETE P0LYVINYLCHLORIDE SLOPE STATION TYPICAL BACK OF WALK N. 0-- DATE M _J 5 CA DESCRIPTION Q via W 0 i it; o \ z 0o 52 cr N Q 0 J m n LL 0 R 0 V w r� N ti!iis \ a 0 1 V O IAPPR0vt0 �J V _ I -Qi� tj? A A (f) W CW it 0 CC ict H-Ww Z Z Q 4 Li. CL M 01 fat cz V) Ect 0 J Q a0 N Q J J cri 0 0 3 W 1 cr 0 (/) SURVEYED BY T 0'T BOOK NO. 283 DATE 11/92 DRAWN BY RLG DATE 12/92 CHECKED BYGHeCDATE 12/92 SCALE AS SHOWN PROJECT NO. 90 - 6144 CASE I DRAWER 16 SET 58 AS BUILT I SHEET 4 OF 6 z /77- EX/577VG AC .94 veA-/Ervr v 1. 17e- /74- /73 /72 . /NS74LL. 2S. Of` f2 ".€.E .= 0.060 .. NOTE: • ki 4.3 PROFILE A V -_,C\CONSTRUGTEO WITH q "6UTTE-/Z DEPRESSION TYPE F-2 AND F-3 CATCH BASINS SHALL DEPRESSION INSTEAD OF THE 9" SHOWN DRAWINGS. 6 "RCC GUTTER 0.24. C. 520-A-ZS00 CONCRETE CONTROLLED DENS/7Y F/LL OR SLURRY ,BAC/CF/LL 4" CRUSHED ROCKS --r TRENCH DETAIL NOT TO SCALE SCALES.: I" = 10' HOR., I" = 2' vER7.: HAVE A 6" GUTTER ON THE STANDARD t` • .50".1 ) CL CATCH,BAS/A/ NO / i9 xl' N Oct Kfq SAW aJT - CONSTRUCT TYPE F-3 CATCH ,BASIN PER C/TY STD ,OM/G 3 - /- /2/ SEE NOTE r ti e SAW CUT • K INN cc DERRESSE,0 FLOiVG/NE - /67— /65- • /62- /6/ Kr, .. k N prO tic 0,c Afi' 3t0x/ .4.7d' 1. 7t', ' die/3... .. . r /A/ -57A LL 3S 1 OF /e "fir P/PE e 5C0.0286 PROFILE B I I APPROX/MUTE ,EX/.ST. A.C. PAVEAST -I 6 1 a a sae say _ .__—ama. SCALES : I" = IQ' HOR., I" = Z' PERT. CL OF LEON,4 ST = CL OF CATCH .SAS/N NO. 3 CONSTRUCT TYPE F-3 CATCH BAS/N PER C/TY STD ,O`✓G 3 - / - /2/ SEE NOTE CONSTRUCT STORM DRAIN MANHOLE 01/ER EX/ST. /S'RCP (SEE ,OET,44 / ON SHEET 6 ) PLAN SCALE I" = to' INSTALL 25' OF /2 "PE R/PE @ S - 0.04 00 SEE PROF/Les A THOS SHEET) NEW swtc+c3 P VERT/CA 5"JRULJED 7D, HERE i /NS (SEE' 0 tai P 2"PE ace G'S-O.Q284 e Q - TA/65 SHEET) SAW CUT BEYOND EXIST. SW TRENCH OOn't'L .3 - NO.4 .B4R5 @ 24 SA4C//VG (TYR) /A/STALL Z9 'OF /2 -RE P/PE@ Sr 0 /897 ( SEE PROF/LE ,4 , TH/S SHEET) j CL CATCH f3AS/N NO. 2 CONSTRUCT TYPE F -S CATCHBAS/N PER C/7Y STD. DAYG. ..3-/-/2/ SEE NOTE SAW GUT LEGEND SYMBOL DESCRIPTION PROPOSED EXISTING O A WM BC AC STA TYP PE B/W ANODE CATCH BASIN DRIVEWAY FLOWLINE GAS LINE HYDRANT LIP OF GUTTER PROPERTY LINE SANITARY SEWER LINE SIDEWALK STORM DRAIN LINE STREET LIGHT STREET LIGHT CONDUIT LINE CABLE TELEVISION BOX CABLE TELEVISION LINE WATER WATER WATER LINE METER VALVE BEGINNING OF CURB RETURN ASPHALT CONCRETE STATION TYPICAL POLYETHYLENE PIPE MANHOLE BACK OF WALK CONSTRUCTION NOTES REMOVE AND REPLACE EXISTING CURB, GUTTER AND SIDEWALK. CONSTRUCT TYPE "A" CURB, GUTTER AND SIDEWALK. CONSTRUCT 3 FOOT TRANSITION FROM TYPE "A" TO TYPE "B" CURBS 15 CATCH BASINS. PE PIPE SHALL BE SUPPLIED BY CITY. PIPE IS STORED AT THE CITY'S COMPOST SITE ON E. THIRD AVE. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND TRANSPORTING PIPE TO JOB SITE. m U') a >Z a 0 z i W 3 V d a 0 c c co I— J Q WCr W a0 W W W Q -� (n > J co cc CI cr CC a Q 0 H --cola O ZZaa 3 -=JI-- cncaQcn Pn 0 Q >-2 cr Q ' cc a1- cn V) SURVEYED BY BOOK NO. DATE DRAWN BY RLG DATE 12/92 CHECKED BYGH DATE 12/92 DC SCALE AS SHOWN PROJECT NO. 90 - 6144 CASE 1 DRAWER 16 SET 58 AS BUILT SHEET 5 OF 6 EX/ST. A.C. PAVEMENT EXIST. /S -RCP e' I ---------- I kI I NO.4 BARS G6"o.c. (8077/ WAYS) 3 O SECTION A - A VCP/ PVC ADAPTOR DETAIL NOT TO SCALE EXIST. /5 "RCP 4"/W 3 "CL R STD TYPE a MANHOLE FRAME AND COVER QUICK SETTING GROUT EXIST. A.C. PAVEMENT 2 A/0.4 BARS @ 2 2 "'o.C. (SEE TOP SLAB POR REINFORCEMENT) PROPOSED /0" PE NO.4 BARS @ /2 "O.C. ( TYP. ALL WALLS) NO.4 OARS @ /0" 0.C. ( TYP ALL WALLS) NO. 4 HOOPED BAR (TYP ALL. PIPES) STORM DRAIN MANHOLE EXIST. /5"RCP 3 '- SECTION B - B 6" NO.4 BARS @ G "OG. .BOTH WAYS SCALE I" NO.4 OARS @ et- O. C. (Tin, EXIST, /5" RCP 24 "D/A. ACCESS HOLE PROPOSED /2 "PE PLAN I NO.4 8..4R (TYP) A PIPE IN A1.N. 57z:ORA BROKEN /-' PRIOR To CONSTRUCT/ON NEW 8"Pvc CONNECTED TQ M.H. DIRECTO' INSTA2717 *0~ PROPOSED an PVC PROPOSE B"PVC 0 BREAK SIDE OF MANHOLE As NECESSARY AND /NSTALL 8` PVC. GROUT 8" PVC TO EX/STING MANHOLE. RIM AND COVER NOT SHOWN PROPOSED BOrroM Ip EXIST. 6n VC --J PROFIL S60-i :250 X/57. TOM -EXIST TO PROPOSED B"PVC L PROPOSED BOTTOM ,II EX/ NO r vcr Pipe TO ABANDONED PLAN EXIST. e VCP PIPE ONED i i FLOW CHANNEL SECTION A- A ©OPTION 1 CONSTRUCTED MANHOLE 512:12 MODIFICATION FOR OPTION 3 ONLY NOTE: THIS DETAIL TO BE USED SLIPLINE OR CURED-IN-PLA LINER (OPTION NO. 1 OR NO. 2) ONLY. 3i OF6"vCP SECT/ON-SOW) 'Sr F-557 -/O/N7- W z w v 0 in 6 > W 2 pa-- REMOVE EX/ST/NG /8 ,EUC4 L YPTUS TREE INCLUDING STUMP AND ROOTS APPROX/MATE ,EX/S T. GROU OFF SET JOINT LLOW LINER PASSAGE OF ' SET JOINT REPAIR DETAIL PROPOSED B ICP EX/STING e vcP NOT TO SCALE Cl) . OW f cn ww a2 32 cn W cn> J co >- c c tt -WO aZ=a3 Intro. a to M0 }• N� ~ll OC m 0 m V/ N VI r- C CASE N m N I- ca 0 J a 2 Q O N m N W r - 0 0 x N Q -J 4 U U, PROJECT NO. DRAWER 16 SET 58 NOT TO SCALE AS BUILT SHEET ___6__ L` OF