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HomeMy WebLinkAbout7.9-154 Record DrawingBOTTOM OFY" DRILLED HOLE IN CONCRETE PAD LOCATED AT DISTRICT BOULEVARD AND GOSFORD ROAD SEWER LIFT STATION, ELEVATION = 359.23 CITY DATUM. BEARING BASIS THE EAST LINE OF THE SOUTH EAST 1/4 SECTION OF SECTION 9, T30S, R27E, MDM. SAID GRID BEARING PER NAD83 IS N00039'16"E. DISTANCES ARE GRID VALUES, TO CONVERT TO GROUND VALUES MULTIPLY BY 1.0000292. CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING. EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE RESUMED. 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS AND ALL STORM DRAIN TIE-IN POINTS PRIOR TO TRENCHING OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE STORM DRAIN MAY BE REVISED IF NECESSARY PRIOR TO LAYING OF PIPE. DETAIL DESIGNATION: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN I CITY OF BAKERSFIELD DEPA - T E T• F PUBLI W PL N FOR, CONSTRUCTION OF CA MPUS, PARK 0 TH MP 3J LINE 10 - - - - - I - - LEGEND ABBREVIATIONS EXIST. RIGHT-OF-WAY LINE _ 10 -�-o CONSTRUCT STORM DRAIN EXISTING WATER METER EP EDGE OF PAVEMENT R/W RIGHT OF WAY CB CATCH BASIN TC TOP OF CONCRETE INV INVERT JB JUNCTION BOX FL FLOWLINE SD STORM DRAIN FG FINISHED GRADE CL CENTERLINE GB GRADE BREAK MH MANHOLE - 0 EXIST EXISTING OE OVER -EXCAVATION ELEV ELEVATION BW BACK OF WALK TOM TOP OF MANHOLE DETAIL DESIGNATION: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN I CITY OF BAKERSFIELD DEPA - T E T• F PUBLI W PL N FOR, CONSTRUCTION OF CA MPUS, PARK 0 TH MP 3J LINE 10 - - - - - I - - CENTER LINE WITH STATION LABEL -' - - - - - - - -- -- EXIST. RIGHT-OF-WAY LINE _ 10 -�-o CONSTRUCT STORM DRAIN EXISTING WATER METER PER THIS CONTRACT -—D EXISTING STORM DRAIN AND MANHOLE s G s EXISTING SEWER AND MANHOLE w w EXISTING WATER G— c EXISTING GAS - — —OH— _ -OH— — -OH— EXISTING OVERHEAD LINE -- Fo-FO EXISTING FIBER OPTIC E E EXISTING ELECTRICAL -T- ~T- EXISTING TELEPHONE LINE —Tv Tv EXISTING CABLE N -- x x x x EXISTING FENCE EXISTING BLOCK WALL EXISTING STREET SIGN - 0 �-- - -- --=--_ _ _ _ EXISTING CURB &GUTTER FLOWLINE ---------------- BACK OF WALK STRUCTURE & DRAIN DETAIL DESIGNATION: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN I CITY OF BAKERSFIELD DEPA - T E T• F PUBLI W PL N FOR, CONSTRUCTION OF CA MPUS, PARK 0 TH MP 3J EXISTING FIRE HYDRANT EXISTING BLOWOFF D4 EXISTING VALVE WITH SIZE SHOWN ® EXISTING WATER METER a- EXISTING STREET LIGHTS E— -O- EXISTING POWER POLE AND GUY o EXISTING CONDUIT PULL BOX EXISTING CATCH BASIN © EXISTING CATV PULL BOX n EXISTING ELECTRICAL SERVICE U EXISTING CONCRETE MONUMENT + EXISTING STREET SIGN - 0 EXISTING TRAFFIC SIGN �K EXISTING ELECTRICAL VAULT CONSTRUCT OVERPOUF EXISTING TELEPHONE VAULT STRUCTURE & DRAIN EXISTING TELEPHONE MANHOLE SEE SHEET i OT EXISTING TELEPHONE PEDESTAL MB ® EXISTING MAIL BOX CAMPUS F �- BEARING AND DISTANCE SOUTH S SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN civ �vw WI WATER LEVEL IN THE EXISTING SUMP, REFER TO SPECIFICATIONS. CITY STANDARDS STATE OF CALIFORNIA THE FOLLOWING CITY STANDARDS DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: SW -4 MANHOLE TYPE "B" SW -7 SEWER PIPE CONNECTION D-9 DRAINAGE BASIN D-10 DRAINAGE BASIN OUTLET STRUCTURE D-12 CHAIN-LINK FENCE D-18 PIPE SADDLE DETAIL D-19 CONCRETE PIPE COLLAR TRANSITION ST -12 PAVEMENT PATCHES ST -13 TRENCH BACKFILL & COMPACTION REQUIREMENTS CONSTRUCT NEW RETENTION BASIN SEE SHEET 5 LIST OF DRAWINGS SHEET 1 COVER AND TITLE SHEET SHEET 2 PLAN -PROFILE - BELLOWS AVENUE SHEET 3 PLAN -PROFILE - KILTERBURY LANE SHEET 4 PLAN -PROFILE - WHITE LANE BORE SHEET 5 RETENTION BASIN N SHEET 6 MANHOLE DETAILS SHEET 7 OUTLET & OVERPOUR STRUCTURES SHEET 8 CITY STANDARD DRAWINGS FINAL PAY QUANTITIES BASIN EXCAVATION 16,000 CY (F) gCGD(.0L)t„ G - 4>,l., 2DIZ. SUBMITTED BY: RICHARD MEYER, R.C.E. 281 LOCATION MA No. 28104 j Exp. 3-31-2 I ••r 4plta* - DATE PROJECT LOCATION 0� O N P W O Z v W M3 O ■ V W O. cc I Z O. APPROVED BY: Q ul kUL ROJAS DATEBLIC WORKS DIRECTORam APPROVAL RECOMMENDED: BRAD UNDERWA���� DA E ASSISTANT PUBLIC WORKS DIRECTOR ` l � 7 off � JXER ON MEADOR DATE RESOURCES DIRECTOR Qf ARNOLD RAMMING DATE ft File Name: COB11004TS1 RECORE) DRAWING CERTIFICATION CIVIL ENGINEER IV, DESIGN ENGINEERING y �/e/' CITI( O1: BAKERSFIELDH(D 1L Civil En ineerin I CAMP a' g g, inn US PARK SOUTH SUMP REMEDIATION PROJECT �F CITY PROJECT NO: E21<209 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 CONSTRUCTION PLAN 8 Q Phone 661-836-9834 FAX 661-836-9761 SSHEETS PRINT DATE: 10/31/11 0 E E S�HTE��T�3� EXISTING WATER SERVICE, VERIFY LOCATION, I MAINTAIN OPERATION OF SERVICE --' o N STUB AND PLUG EXIST. 18" STORM DRAIN A "� N M i I I I J I I I I 6 EXISTING FIBER OPTIC, VERfFY LOCATION z cv MINIMUM OF 2 FROM NEW MANHOLE AND SLURRY M *- a N I I I w >- I I I D M a N X d m FILL REMAINING PIPE TO EXIST. MANHOLE. W o m N m h otf C> l EXISTING TRAFFIC SIGNAL INTERCONNECT Q O m o F5 CONCRETE PLUG DRAIN AT EXIST. MANHOLE � ,� I O Lo CONDUIT, VERIFY LOCATION M a s -H v oo a _+ `c7! a a + v+ I I I ��', ,a o 3 N + ►- o w o ��' °� EXIST. 6 w o � d rn o p i INSTALL 30" �� N N r '`�' , vF'i `p SEWER STu$ v v a v ; I m N ZI I STORM DRAIN Nva �a ��o r N R/w�o W� /�// ��� W �' �� \ W N !.- CJ N W> N z a— V !/1 �/� // W N \\ \ \-------- E -------E -'=— ---E------- --- E-�-- -- -- -- _ - -- --�i., ----- =w BW -EXIST. 8" WATEyy -- - --- _� _ / 8.50' \\ ?� '_1 —T— - T�� - - —T— - �- -- _ -T- - T--_ -c�� - - -T- �. FLQ_WLINE�- _ _ _ _T _ _ / � \ STA. 10+44±0 i j �/ JT' /� �r> >T' �l TT''_- GUTTER UP CONSTRUCT MH 4 T o S89'i9'00"�F 526.24' i o '� -��L STA. i5+07.1$ 12.50LT. E.= --------n-------c--•---- ---•------ -----o-- --o-r-----o-----D---o-----w -D------------u -- ----o -�- y N N S89'19'00"E 195.01' o ~ a N c" S > - S EXIST. 8" SEWER N O -s- c� { o _Z/z------�/- o_ -- — -- - 0 E + p N Z w / / l♦ '.ONSTRUCT MH 1 AT EXIST. 30" S.D./ A`, ELEV. 347.05 INV. 30" N,S,&E rl r%l 71-7 AL Mitt 7A" r EXIST. 30" S.D. _H10 I EXIST. 30 S.D. STA. 10+12.5Q, 8.50RT. N. TO REMAIN cv i t0 REMAIN i D - - --.i-= -o - - o - --•f-�---a a _EXIST. 30" DgAiN -- -- -- - _?2 _ - 3 }— 13 S8919'00"E 303.67' 14 - - - - _ -`t'� _ _S89'19'O"E _ - � INTERSECITON BELLOWS AVE. &-} - - I � - - - - —� - - - - � °� - - - -� - - - - � HOMER LANE (MON'T NOT FOUND) BELLOWS AVE. x � s EXIST. SEWER CONSTRUCTION W ---"S--' _-s INTERSECTION BELLOWS AVE. & STA. 11+95.01 i s __ _ __- EXIST. 8" SEWER s -------------s ---- KILTERBURY LANE (MON'T NOT F __s_. s — s - s - STA. 14+98.68 E.= -----/�- ----�_ i -----------/�--- -� Z/_ __Z/ -----------,GUTTER LIP��---=------zll - STA. 10+00.:,00 N_---- -- --- -- _ — — -- ------ - -- T� �---- _T -- — — — ---- -- —^'— —-----.----- _ --_ --_ -- — -- — - — — —T— —' —T— — { T E �T T T T E E E E E iFL-QWLIN -�- E E TV -�-W _ E - _ - FTV W Z E E E E E E E -- E --`�-�-Q _ -- _� - TV G - - - TV G- - -- -TV--- G --TV --rx-r --TV_ -- tt7TV - G -----TV- TV B =7 10 0 20 40 R/W 20 5 PLAN o ]BELLOWS AVENUE HORIZOSCALES " l NTAL: 1"=20' VERTICAL: 1 "=2' CONSTRUCT MH 2 & INTERCEPT 1 CONSTRUCT MH 4 A I 360 f 1 I I ix o aim o r m p �,Uuo r r m mm ar oco 0 0 OU m O a) 358 a o` Q ii o 1 I I I V En !n w W to I I I Lq i 31 I I o W O > 356 uj I II � I� I II �r--- Z O I o � Q S I II W O I` (sni 00 rn �� � N �o _ LLJW i I it oci I I I a 0 ZW� m i S I I I L; a` __ EXISTING WATER SERVICE, VERIFY LOCATION, I MAINTAIN OPERATION OF SERVICE --' o N STUB AND PLUG EXIST. 18" STORM DRAIN A "� N M i I I I J I I I I 6 EXISTING FIBER OPTIC, VERfFY LOCATION z cv MINIMUM OF 2 FROM NEW MANHOLE AND SLURRY M *- a N I I I w >- I I I D M a N X d m FILL REMAINING PIPE TO EXIST. MANHOLE. W o m N m h otf C> l EXISTING TRAFFIC SIGNAL INTERCONNECT Q O m o F5 CONCRETE PLUG DRAIN AT EXIST. MANHOLE � ,� I O Lo CONDUIT, VERIFY LOCATION M a s -H v oo a _+ `c7! a a + v+ I I I ��', ,a o 3 N + ►- o w o ��' °� EXIST. 6 w o � d rn o p i INSTALL 30" �� N N r '`�' , vF'i `p SEWER STu$ v v a v ; I m N ZI I STORM DRAIN Nva �a ��o r N R/w�o W� /�// ��� W �' �� \ W N !.- CJ N W> N z a— V !/1 �/� // W N \\ \ \-------- E -------E -'=— ---E------- --- E-�-- -- -- -- _ - -- --�i., ----- =w BW -EXIST. 8" WATEyy -- - --- _� _ / 8.50' \\ ?� '_1 —T— - T�� - - —T— - �- -- _ -T- - T--_ -c�� - - -T- �. FLQ_WLINE�- _ _ _ _T _ _ / � \ STA. 10+44±0 i j �/ JT' /� �r> >T' �l TT''_- GUTTER UP CONSTRUCT MH 4 T o S89'i9'00"�F 526.24' i o '� -��L STA. i5+07.1$ 12.50LT. E.= --------n-------c--•---- ---•------ -----o-- --o-r-----o-----D---o-----w -D------------u -- ----o -�- y N N S89'19'00"E 195.01' o ~ a N c" S > - S EXIST. 8" SEWER N O -s- c� { o _Z/z------�/- o_ -- — -- - 0 E + p N Z w / / l♦ '.ONSTRUCT MH 1 AT EXIST. 30" S.D./ A`, ELEV. 347.05 INV. 30" N,S,&E rl r%l 71-7 AL Mitt 7A" r EXIST. 30" S.D. _H10 I EXIST. 30 S.D. STA. 10+12.5Q, 8.50RT. N. TO REMAIN cv i t0 REMAIN i D - - --.i-= -o - - o - --•f-�---a a _EXIST. 30" DgAiN -- -- -- - _?2 _ - 3 }— 13 S8919'00"E 303.67' 14 - - - - _ -`t'� _ _S89'19'O"E _ - � INTERSECITON BELLOWS AVE. &-} - - I � - - - - —� - - - - � °� - - - -� - - - - � HOMER LANE (MON'T NOT FOUND) BELLOWS AVE. x � s EXIST. SEWER CONSTRUCTION W ---"S--' _-s INTERSECTION BELLOWS AVE. & STA. 11+95.01 i s __ _ __- EXIST. 8" SEWER s -------------s ---- KILTERBURY LANE (MON'T NOT F __s_. s — s - s - STA. 14+98.68 E.= -----/�- ----�_ i -----------/�--- -� Z/_ __Z/ -----------,GUTTER LIP��---=------zll - STA. 10+00.:,00 N_---- -- --- -- _ — — -- ------ - -- T� �---- _T -- — — — ---- -- —^'— —-----.----- _ --_ --_ -- — -- — - — — —T— —' —T— — { T E �T T T T E E E E E iFL-QWLIN -�- E E TV -�-W _ E - _ - FTV W Z E E E E E E E -- E --`�-�-Q _ -- _� - TV G - - - TV G- - -- -TV--- G --TV --rx-r --TV_ -- tt7TV - G -----TV- TV B =7 10 0 20 40 R/W 20 5 PLAN o ]BELLOWS AVENUE HORIZOSCALES " l NTAL: 1"=20' VERTICAL: 1 "=2' CONSTRUCT MH 2 & INTERCEPT 1 CONSTRUCT MH 4 A I 360 f 1 I I ix o aim o r m p �,Uuo r r m mm ar oco 0 0 OU m O a) 358 a o` Q ii o 1 I I I V En !n w W to U w -- i 31 I I o W O > 356 I II � I� I II �r--- Z O �I II � Q S 354 W O f IIS (sni W _ LLJW I I I a 0 m i S I I I L; a` __ I c I I I `i++ g m¢z z I II Na M zoi- 0 LL 350 O I I I I w' � U U I I OC LL mm' z¢ W Q °- z 348 EXISTING WATER SERVICE, VERIFY LOCATION, I MAINTAIN OPERATION OF SERVICE --' o N STUB AND PLUG EXIST. 18" STORM DRAIN A "� N M i I I I J I I I I 6 EXISTING FIBER OPTIC, VERfFY LOCATION z cv MINIMUM OF 2 FROM NEW MANHOLE AND SLURRY M *- a N I I I w >- I I I D M a N X d m FILL REMAINING PIPE TO EXIST. MANHOLE. W o m N m h otf C> l EXISTING TRAFFIC SIGNAL INTERCONNECT Q O m o F5 CONCRETE PLUG DRAIN AT EXIST. MANHOLE � ,� I O Lo CONDUIT, VERIFY LOCATION M a s -H v oo a _+ `c7! a a + v+ I I I ��', ,a o 3 N + ►- o w o ��' °� EXIST. 6 w o � d rn o p i INSTALL 30" �� N N r '`�' , vF'i `p SEWER STu$ v v a v ; I m N ZI I STORM DRAIN Nva �a ��o r N R/w�o W� /�// ��� W �' �� \ W N !.- CJ N W> N z a— V !/1 �/� // W N \\ \ \-------- E -------E -'=— ---E------- --- E-�-- -- -- -- _ - -- --�i., ----- =w BW -EXIST. 8" WATEyy -- - --- _� _ / 8.50' \\ ?� '_1 —T— - T�� - - —T— - �- -- _ -T- - T--_ -c�� - - -T- �. FLQ_WLINE�- _ _ _ _T _ _ / � \ STA. 10+44±0 i j �/ JT' /� �r> >T' �l TT''_- GUTTER UP CONSTRUCT MH 4 T o S89'i9'00"�F 526.24' i o '� -��L STA. i5+07.1$ 12.50LT. E.= --------n-------c--•---- ---•------ -----o-- --o-r-----o-----D---o-----w -D------------u -- ----o -�- y N N S89'19'00"E 195.01' o ~ a N c" S > - S EXIST. 8" SEWER N O -s- c� { o _Z/z------�/- o_ -- — -- - 0 E + p N Z w / / l♦ '.ONSTRUCT MH 1 AT EXIST. 30" S.D./ A`, ELEV. 347.05 INV. 30" N,S,&E rl r%l 71-7 AL Mitt 7A" r EXIST. 30" S.D. _H10 I EXIST. 30 S.D. STA. 10+12.5Q, 8.50RT. N. TO REMAIN cv i t0 REMAIN i D - - --.i-= -o - - o - --•f-�---a a _EXIST. 30" DgAiN -- -- -- - _?2 _ - 3 }— 13 S8919'00"E 303.67' 14 - - - - _ -`t'� _ _S89'19'O"E _ - � INTERSECITON BELLOWS AVE. &-} - - I � - - - - —� - - - - � °� - - - -� - - - - � HOMER LANE (MON'T NOT FOUND) BELLOWS AVE. x � s EXIST. SEWER CONSTRUCTION W ---"S--' _-s INTERSECTION BELLOWS AVE. & STA. 11+95.01 i s __ _ __- EXIST. 8" SEWER s -------------s ---- KILTERBURY LANE (MON'T NOT F __s_. s — s - s - STA. 14+98.68 E.= -----/�- ----�_ i -----------/�--- -� Z/_ __Z/ -----------,GUTTER LIP��---=------zll - STA. 10+00.:,00 N_---- -- --- -- _ — — -- ------ - -- T� �---- _T -- — — — ---- -- —^'— —-----.----- _ --_ --_ -- — -- — - — — —T— —' —T— — { T E �T T T T E E E E E iFL-QWLIN -�- E E TV -�-W _ E - _ - FTV W Z E E E E E E E -- E --`�-�-Q _ -- _� - TV G - - - TV G- - -- -TV--- G --TV --rx-r --TV_ -- tt7TV - G -----TV- TV B =7 10 0 20 40 R/W 20 5 PLAN o ]BELLOWS AVENUE HORIZOSCALES " l NTAL: 1"=20' VERTICAL: 1 "=2' CONSTRUCT MH 2 & INTERCEPT 1 CONSTRUCT MH 4 A I 360 f 1 I I ix o aim o r m p �,Uuo r r m mm ar oco 0 0 OU m O a) 358 a o` Q ii o U 3 W O > 356 � Z O � Q S 354 W O W LLJW m 352 W z 0 J 0 LL 350 O � o U U se OC LL W Q °- z 348 U (� :D Q z Q U 346 Q SHEET NO. D D R 344 0 OF /, . . . . . . . . . . . . . s% wo gt+ -7-7: 77R7 M m_ .................... Ls pull a ..... .. .. . . EXIS11NG TV, VERIFY LOCA11ON S, . . . . . ........ 02 EXISTING GAS, VERIFY LOCATI N 41 3 EXISTING El ECTRICAL CONDUIT BANK, VERIFY LOCATION EXISTING TELEPHONE CONDUIT BANK, VERIFY LOCATION .... ...... FLn EXISTING WATER SERVICE, VERIFY LOCATION, LFU (:Bl= _� Q� ==RBlmy IANE 1 1 7 1 R I MAINTAIN OPERATION OF SERVICE NOTE: NUMBER AND LOCATION OF WATER SERVICES 11. EXISTING FIBER OPTIC, VERIFY LOCATION INTERSECTION KILTERBURY SLURRY FILL EXIST. 18" r C> ARE APPROXIMATE BASED ON RECORD c/) ;2- 1 1 P STORM DRAIN AND CONCRETE INFORMATION. CONTRACTOR TO VERIFY THE cn EXISTING TRAFFIC SIGNAL INTERCONNECT LN. & LABOROUGH DR. REMOVE EXIST. S.D. MH T_ _Z�� \ P 07 R/W STA. 12+24.00 ISTA. 12+24.00 PLUG AT CATCH BASIN NUMBER OF CROSSING LOCATIONS IN THE FIELD Cc 10, CONDUIT, VERIFY LOCATION BW LLJ E E E E E E E BASED ON THEIR U11UTY MARKINGS. m E TV-�l TV E E E, TV TV TV TV T7 (--:),j < — — — — — — E E < =T- — — — c IB MB Tv �!:— E T 00- � -- — — — — — — _T_' _T_ _T_ rFLOW�INL I j �L — ___y T jjj�� — 117 — — — — — — �7 — — — — — -- �7 — — — — — -- - — — — — — GUTTER LIP /7-/ _�3_ G-�� c"I 2: �-7777-Tv_- STUB & P V) co + + + + :jLUG EXIST. 24� S.D. 9 �N C4 -H -H B.C. + + n 8 - V �; C> + to � �; 2 CURVE DATA 01 & BEGIN PEMOVAL OF 24" S.D. KILTERBURY LN C*4 ci STA. 13+64.62 1 4 I C14 D = 8*46'15* _9A_ It �% 10+�O.34, 5.52RT. 7 EXIST. 8" SEWER CONSTRUCTION OD '4- --- - i. -e -.4 -�d R = 500' E.C. s ill5c + �; I.- Bit s ly L = 76.54' _S�13 NO*41'00"E 224.00' M c_ 14 STA. 14+41.16 cyl REMOVE EXIST. :H T 38.34� �74* STORM DRAIN 00 Lo '41 'dO"E 140.62' NO D V) LLJ U) EXIST. m : ___' D Q - SEWtK s D vy <1 - )_ - 'rOO"E 263 / YE 152.77-vl�, ck� 0 --D N223'09"E 169.35' 6ST. 6' WATERUNIE, LA_ INTERCE EX ING 24" 15 \VERIFY LOCA-RON C-4 PT S ST CONSTRUCT MH 6 CT C:, -H J��4 S.D. & 60' N TR U MH STA. 10+31± STA. 12+65.65, 8.5ORT. 8 7'15"E 80.43, to N.9' �2- fm'9 m 00 GUTTER LIP \sV STA. 12+,29.49, 8.5ORT. CONSTRUCT uj r -i _.;_�v -Z/- MH 7 — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — J IA. cr_ z: c' cc -00 S8919'00"E 13.92' 0) < -" -;F = uj p I.� - - --- - - - --- - - - - I - - 14+36-38 �84_�8RT�4 - - - - - - - - -- 00 LU - - - - - - - - - - - - - - 8 C14 U-) 7 -- — — — — — — — -- VI) cr w W_ st = -4- c6 119 C) g 57< LLJ uj 2E 00 t L LML 1 ;7-1/ U? Bw::�j X INSTALL18- 6 (o 00 >: >: co c> 606 // L�g -j to :E 7k F-: uj w INSTALL36 0 c� I- c'j r -z j R/W X It - (n z: = W� z: Ad L6 LLJ (4 10 >- b —b STORM DRAIN :2 co < F= m >< + + m o CORE DRILL IN TO EXIST. CATCH BASIN wu u -j tm C5 vv j us - __j u) r - U) M -- --- zic co --i < co r -i I -J U-) w m + Lo o' 8 C, L" STA. 12+65.65, 22.42RT. STORM DRAIN + +I => + 10 0 20 40 SCALES w C14 flo r1l) m v)(n (n HORIZONTAL: 1"=20' w VERTICAL: co X 0 -< Lq 20 5 1"=2$ TIAN R==pl'\BuRy la� CONSTRUCT MH 7 co CQ w C.D L) (n U-1 w C-) C..') cn w 6il ai CD Lo u') /gi-�4CONSTRUCT MH 5 CONSTRUCT MH 6 �8STA. 14+36.38, ELEV. 343. 9 co co 360 360 360 co CQ I __L ---- -------- IL ---------- - ----- ST4_11+65.65 _j _j ------------ Lf (n-�CONSTRUCT MH 4 (D co _j ------ 06c, ELEV. 344.19 INV. 36" EL�V. 344.15 INV. 36 w U) I w C6 co i 06 �-EXIST. PAVEMENT GRADE ELEV. 351.59 1 ----------- 4 ------------ co il 6 u') NV. 30" E. ELOV. 353.60 INV. 18" U) �§TA. 10+12.50 --j­­OVER -S AIN--------, . .. .... L cn ui LH____l -------------- el ------------ I w 4 ------ il 'ELEV. 346. 1 0" ------- - N. 1ELEV. 346.30 INV. �6 358 35 L co wi 358 - — ------ wl I i It Rim IFERIPP w 0 ca _r_ C) ir c'lm(6 M -r- 0 co L co I' - co M > cc CD E LL C) IFERIPP w 0 ca _r_ C) ir c'lm(6 M -r- 0 co L co I' - co M cc CD E LL C) 7 co C) a) (D u 18 - CD co CD c- W i C5 5 — cn 't 0.2co cn co w 0 0) 0 (o 354 cfj c C) 0 Z a_ 360 mbtA 0111111010ml 356 356 i I _1356 cc gi� E LL C) 7 co C) C) z 0 .9? 18 0 354 354 w Z m 0 a- m z Q 352 352 352 m _j < !INSTALL 13.92 LF O� 18" w C) RCP-RGJ STORM DRAIN LL U) w 7> w 350 350 --------- 1350 Cc w cr _j (J) 348 348 z 0 -r _j 0 _j H I.— < >- 0 U) 0 346 3461___ u_ fr < CL cl- U) I Z III 344 3441 z CL SHEET NO. 342 3421________ 5 0 25RT. ir PROFILEI�� 0 OF \\� �701-/5`1 0 wrr 8 2'/ 29 k v COX 1: 0, E ON I FA23 UR t oo� o �cpcJ' � �t�s � \ Lo a L j101 1 t i SCALES HORIZONTAL: 1"=20' PLA14 VERTICAL: 1"=2' CONSTRUCT MH 8 36 AND BEGIN BORE -ta 36( 35E 919 35� 35,' 35( 34i 34( 34, INSTALL 16.89 LF OF 36" RCP-RGJ STORM DRAIN 3415 INTERSECTION KILTERBURY LN. AND WHITE LN. �� �p � - STA. 15+93.93 KILTERBURY LN:. �_ �\ ` ��� rS A 15+84.91, 37.16LT. S.D.Ar uj +-� C)iA 7jr�\ \ Z • f ri 3148 32 E 200.83' CONSTRUCT RETENTION BASIN SEE PLAN A 5 LAhm BORIE �n h M� M � � 10 W 0 20 40 20 U � 5 co a COX 1: 0, E ON I FA23 UR t oo� o �cpcJ' � �t�s � \ Lo a L j101 1 t i SCALES HORIZONTAL: 1"=20' PLA14 VERTICAL: 1"=2' CONSTRUCT MH 8 36 AND BEGIN BORE -ta 36( 35E 919 35� 35,' 35( 34i 34( 34, INSTALL 16.89 LF OF 36" RCP-RGJ STORM DRAIN 3415 INTERSECTION KILTERBURY LN. AND WHITE LN. �� �p � - STA. 15+93.93 KILTERBURY LN:. �_ �\ ` ��� rS A 15+84.91, 37.16LT. S.D.Ar uj +-� C)iA 7jr�\ \ Z • f ri 3148 32 E 200.83' CONSTRUCT RETENTION BASIN SEE PLAN A 5 LAhm BORIE �n h M� M � � Ih I 111101 1I I. 362 360 M 356 354 352 350 348 346 344 18 42 01 EXISTING N, VERIFY LOCATION 02 EXISTING GAS, VERIFY LOCATION 0 EXISTING ELECTRICAL CONDUIT BANK, VERIFY LOCATION O4 EXISTING TELEPHONE CONDUIT BANK, VERIFY LOCATION OEXISTING WATER SERVICE, VERIFY LOCATION, MAINTAIN OPERATION OF SERVICE EXISTING FIBER OPTIC, VERIFY LOCATION EXISTING TRAFFIC SIGNAL INTERCONNECT Q CONDUIT, VERIFY LOCATYON RECORD DRAWING CERTIFICATION U OI- W STA. 15+16.89 ELEV. 343.91 EXIST. PAVEMENT GRADE bVER STORM DRAIN ? � U � 0 co a N c u �Fm p� -� (1( co --� W LL 0W i( (j) 75;TL. M cc co T O ® W W --� C6 _ O O c/)I � U— 0J —r W 1 --_Lu --- ; 4 ,iw �r' cn --- _---L � CI..L n� cx U) 1 z i ZD �c.__ Q a_ U 3 p ± I � � �3 N � � 44• �--__ '" „�----___ �, _ 1' M OO �. �►- _.._.._._... �.. � � ( f �: ! M ; ---- ; - I - SUMP �F�4N1�SI1=D-- GRADI_ OVER STORM DRAIN € i I Q "�' + �A t H__-_-___.. r- W d i I 3 i , , I t Z S t i 0 -}- v +Lo F= If S2 co , O h 3 Q W N W W U w� m l j€ a ! j Z 1 4.� J Wto Go i PIPE CROWN t � , , { i i a i j i -�----- - _ ---. —. PIPE INVERT _ . _ __ — _ . - S= --0:t2 ------ - • i �. f - - ' SUMP SUB-BASIN IN EL 343.5 � ----�--- - _ _ - — — _ — -'- - - ` BORE AND JACK, INSTALL 2,b0.83 LF OF 36" R�P-RGJ JACKING PIPE STORM DRAIN i __. _ _ ._.- _.__ � Ih I 111101 1I I. 362 360 M 356 354 352 350 348 346 344 18 42 01 EXISTING N, VERIFY LOCATION 02 EXISTING GAS, VERIFY LOCATION 0 EXISTING ELECTRICAL CONDUIT BANK, VERIFY LOCATION O4 EXISTING TELEPHONE CONDUIT BANK, VERIFY LOCATION OEXISTING WATER SERVICE, VERIFY LOCATION, MAINTAIN OPERATION OF SERVICE EXISTING FIBER OPTIC, VERIFY LOCATION EXISTING TRAFFIC SIGNAL INTERCONNECT Q CONDUIT, VERIFY LOCATYON RECORD DRAWING CERTIFICATION U OI- W rnrn w � U � 0 co a N c u �Fm co m W o --� W LL 0W � (j) 75;TL. m� c� co cc co T O ® m Q C6 _ O O c/)I � z° N W � 0 r m LL r m Cc')) Q o coZ O O O � � N o� Q ii 0 SHEET NO. �6 OF 8 U W w 0 0 (Z u O F- I Q --� W LL 0W � (j) 75;TL. cc LII W tZ Q 75 OD c/)I U— 0J —r W 0 LL cn p _ U � CI..L n� U) 1 z ZD Q a_ U SHEET NO. �6 OF 8 1 ! EXIST. BLOCK WALL CONSTRUCT 6' CHAIN LINK FENCE IN CURB �I I 1 ( BEGIN CHAIN LINK FENCE ,1, sa „ AT EXIST. BLOCK WALL PROPERTY LINE AND PER C.O.B. STD. D-12, SLATS NOT REQUIRED CONTINUE CHAIN LINK FENCE TO EXIST. . E E EXIST. FENCE TO REMAIN — — _ _ — — LL —PERSIMMON -- -- — -- -------__-_�--__--x__ --� __----- —x— ----=------� -�--�---- �-_ _---___..ac4� — _�c ___ _x.--�--- ( — _ — — — BLOCK W AL I 6 s �s s s ---o so 0 0 0. o -- -- s s s� _-_ _�__ ____ ". _- -- s -__ s-_---___�---------- _ - s- __ ___ _ -_ � _ _ __ _ s e � 3621 - �0 1 _ -V— __. - - _..-. - - �sA e�s2- _ '�, x'22 fop --- - � _3{i2- - _ s' o ( h 361.4'9 x X x x x x- x x x ._._ z x x �' N I ( S6 ss se ss x ss ss1 3 ' 10 ^ - - �, �, �, cv , , 6 6 6 6 6 6 O ( `9 6J 6. A sz �2 19 1 6 _.... — ...._ _ z _ 1 pSN �S A6 N J (�C S OAC (� so C=41 - 5� T ' ! Jso.>> ,<v p�/ 1 SO'45'32"W 452.80' 04 P ! Ci LL! ` �- _ 1 1 \ sop 50 �0 ss EXIST. PG&E xs x x x S73'40 06 'j s, op - _ - -p Lijv ` J sp ssp so0 N 12' — -OH H — — -- OH — — OH — �H — — — —0 — OH OH —OH — OHS — OH —OH —OH —OH — — —OH `�� OH - OH — 4OH — OH 9 `� 30, Y — 0H — OH — OH — — —OH — — H — — —OH - — H OH OH — I -OH 0 OH (�hl — M H — OH -- —OH H —OH — — hi — _S I—C Q o0 ! xs� — �x x x SO'45'32"W 222.22' x xs 361.81 pE x / 3so.ss xs / / v v I I ! 2% Mi N so � v, w "� � � �' SO'45 32 W 100 mosso F, o iso ss� ss� `psi s, s�� � s0 - - - - - - - �k 's_ (D c0 I ! ( S O__ --. °S f . , *^ A �� O 9) 2� �j P8 9> k(� N j 02t SS 36 3 C I Co !�q �o�— (2:1) CONTRACTOR TO RIP -PLOW BOTTOM OF SUMP TO 3 O� �G SO'45 32 89.33 �� I I _ - 25 MIN. TYP. I! Ico BELOW -FINISHED GRADE..PLOW PATTERN TO BE �5. � 0 0) m SQUARE 8'x8'. BOTTOM TO �BE GRADED SMOOTH \ h� 21 �r I t` 12 0= W ,} RAMP AFTER PLOWING WITH UNLOADED LIGHT EQUIPMENT `L 43 W o B - -I - - - - ± - - - ill r•� 6- ---SUB-BASIN--- N 15% 5 i o = \ EL. 343.50 Xss \ \ VOLUME REQUIRED: 7.75 AF ! + o o / GROUTED ROCK -SLOPE 10 °O °s� \ VOLUME PROVIDED: 9.68 AF U Co I ! ( I PROTECTION 12" THICK 3N `� -a MAX. WATER SURFACE: 353.00 �- s°x oo / �' �O� ¢ ''� + ss ��� �o w BASIN INVERT: 345.00 \ I EXIST v c� I o �r o I / / �p vs ` 0.26 .= so N - 3 EX S PG&E + o s TOWER o� O m �' x OF 8s S`O Co —� X�� < 9�slf+ NO°45'32"E 106.75' C u��o \,— X x " ~' x x x x x- - - - - OH - 4 —OH —:— i 36 — S6 SSO S61 SSS 641—OH — S S60 I \ —L / { O C I! (2:1) I \���, 1 SO'45'32" 112.96' i �� —OH— OH — — �?S� —Ohl —OH — '- —OH — — —OH — —OH — — --,i — —OH 0 Q —OH NOH =�S— I 011 / { —Ot T � OH —3 OH — ..��H OH 4--- —OH— — OH -- OH ~ — 1—OH—I I I / \ -� -- OH — -- OH --- -r--CV OH — \ OH — 1--- — —OH — — —OH — — — —OH — — OH — — —OH — — —QH —� —OH — m- OSI �—---IN 2 I—Oyt —\ 01 f ' 66 ( N L0 j % \ 4 1 '�� I 214 00 88'* �o� n I ! ss0 \ ( f 00 --- __ - - - - -t t. i j(2: 1) \ EXIST. PG&E s TOWER OOTo : s',9 I ! I 2% MIN , » , .r f H — — f N0 45 32 E 429.61 I \ / I s6' OH —R -OH —OH OH —OH — —OH — _— —pH — —OH — — OH old— —OH —-OH —� —OH — \ I 36 I S6 360 2g k X3 S X `36 O5 —�� OH OH — �� Ohl OH x —rOH — �^ —1 990H -OH I ! o sus — —ohs —OH - — — —o0 0 •, s - - _ _ _ 8 _ " — - — OH— —OH— — —Ohl —Q - OH — --�H —� --OH— — —OH —OH— — - — OH — — —OH -- -OH OH -- — OH — — —OH — 0 —OH — — Oh�F — _ c 77 I v N tri S6i 36j U10 x x.. 5k - x x s� x36 3 0� x ,._ �v 3621- - - ._.. _....,., ..... _ - - - _ N0°45'32 468.26 „E 1 z o �o 0 3 2s� N �o�• o �o�. N 001 o �o�.� �o^°� N oti�� �O,o roti �o��ti --X------- —X-- - ------ -----R----X--�---- ------�- 10 - R ---R--- -y--y�---- X- -R-- -- - R---�--- -x- --R--- x-- -----__-_- - R---�--- -X- -- BEGIN CHAIN LINK FENCE ---- CONSTRUCT 6' CHAIN LINK FENCE IN CURB 1 CONTINUE CHAIN LINK FENCE TO EXIST. --- o AT EXIST. BLOCK WALL PROPERTY LINE AND PER C.O.B. STD. D-12, SLATS NOT REQUIRED BLOCK WALL ALONG PERSIMMON DR. ' "2� _ .,, :- fix,` E r;- ''"" EXIST. FENCE TO REMAIN �f:. o PLAN RETENTION BASIN A z Nsa SCALE: 1"=20' s_ 10 0 20 40 43 m r _ c m U)20 5 Q O m p r''a{" s 'r>`•'..,:'`-"�,�` mom, "..- o-¢=`.`',,.�" t� .', V m O O ai aj EXIST. BLOCK WALL LEGEND - - - - MAX. WATER SURFACE EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR ,367'7 f EXIST. GROUND ELEVATION �2% SLOPE IN PERCENT (2:1) SLOPE (H: V) 361 -STOP FINISHED GRADE ELEVATION CONSTRUCT NEW 6' CHAIN LINK FENCE, SLATS NOT REQUIRED FINISHED TOP FINISHED TOE sul r- FXIST MAM SECTION — RETENTION BASIN SCALE: 1"=20' Characteristics 4.00 6.00 Volume, AF 11 12' OR 24' PER PLAN CONSTRUCT 6' CHAIN LINK EXIST. FENCE J'X FENCE IN CURB PER C.O.B. STD. TO REMAIN D-12, SLATS NOT REQUIRED SECTION — RETENTION BASIN FENCE SCALE: 1"=10' 1 18 1 U e0-- 4, memr �' fi z -"",. ••. e;:.e-t. k., te,C) s € 3 cC CL ? r� o���..,:= ;y,r':'x&` .:; �'� � �-d�z � z� �. � g � . >Y� :� z•^�,+wza �a ��. c...{3- z �1t, �..�..i�.��, gc � s' �` � "'!�' d- ��?> � �. '� ..,,.�^� � ,�,,,a ry � �'��-•�'.�-'3�--tea a�aEs '�,�: t- > 1 _ a �e � � x �/� tJ 1 rS.,zn w 4. (/'� g - 'it r r :s" V) Co ,y gag -� im N s .$ .s.; -� zr a ""`a._ ? sz x w g� cv „' �' x 'tee. r. .. .`.f. y g;." " ."�` ;�'� a ✓ r4. > a ;* y.. ;�TFfiMAS S AREA BE USED AS 'STORAGE1'AR© BY .p ECONTRACTO THE CONTRAC°TORIS CAUTIONED �( O ti iN r REGARD ¢TO CLEARRNCE ®F QVERHEAD LINES mco h� O ~ W d R {fir..23/ O .: �� ���'- ::� � $tis- �;• � .,�3 `3 �`' k ..`! �' �� " S "` � > x � � �. - � �� � c/' ( z SITE ACCESS -tim ?z a U Y ISL.. - �' � r Q h� C/) 71 NOTE: ACCESS TO RETEN11ON BASIN SITEU IS FROM PERSIMMON DRIVE. THERE SITE PLAN D IS NO ACCESS FROM WHITE LANE. SHEET NO. SCALE: 1"=100' S ,� •�5 Or: RECORD DRAWING CERTIFICATION 354 353 352 351 >` 350 349 c 348 347 346 345 344 343 0.00 Characteristics 4.00 6.00 Volume, AF 11 12' OR 24' PER PLAN CONSTRUCT 6' CHAIN LINK EXIST. FENCE J'X FENCE IN CURB PER C.O.B. STD. TO REMAIN D-12, SLATS NOT REQUIRED SECTION — RETENTION BASIN FENCE SCALE: 1"=10' 1 18 1 U e0-- 4, memr �' fi z -"",. ••. e;:.e-t. k., te,C) s € 3 cC CL ? r� o���..,:= ;y,r':'x&` .:; �'� � �-d�z � z� �. � g � . >Y� :� z•^�,+wza �a ��. c...{3- z �1t, �..�..i�.��, gc � s' �` � "'!�' d- ��?> � �. '� ..,,.�^� � ,�,,,a ry � �'��-•�'.�-'3�--tea a�aEs '�,�: t- > 1 _ a �e � � x �/� tJ 1 rS.,zn w 4. (/'� g - 'it r r :s" V) Co ,y gag -� im N s .$ .s.; -� zr a ""`a._ ? sz x w g� cv „' �' x 'tee. r. .. .`.f. y g;." " ."�` ;�'� a ✓ r4. > a ;* y.. ;�TFfiMAS S AREA BE USED AS 'STORAGE1'AR© BY .p ECONTRACTO THE CONTRAC°TORIS CAUTIONED �( O ti iN r REGARD ¢TO CLEARRNCE ®F QVERHEAD LINES mco h� O ~ W d R {fir..23/ O .: �� ���'- ::� � $tis- �;• � .,�3 `3 �`' k ..`! �' �� " S "` � > x � � �. - � �� � c/' ( z SITE ACCESS -tim ?z a U Y ISL.. - �' � r Q h� C/) 71 NOTE: ACCESS TO RETEN11ON BASIN SITEU IS FROM PERSIMMON DRIVE. THERE SITE PLAN D IS NO ACCESS FROM WHITE LANE. SHEET NO. SCALE: 1"=100' S ,� •�5 Or: RECORD DRAWING CERTIFICATION MANHOLE & STORM DRAIN STA. 9+80.94, 12.5LT. CUT & REMOVE SECTION OF EXIST. 30" STORM DRAIN —KN ca C> '00 00 -t,77777. I O I .................... .................... 0 % Q U)m 57< 0 F=1 Q (n uj: 0 LAJ Top OF WEIR WALL 3-- Lt MANHOLE REDUCER cl (n ROUND INTERIOR WALL TOP OF GATE MAX. OPERATING LEVEL 2 ni-d- UJ � O Q 7'-8" - EXTERIOR MAY BE SQUARE OR ROUND -4 J_W 4 p Q LL. w � �c�F9 uJ ;..: I 40 i -- -------------------- U) QW -1 :D cf) -r 72"006" PRECAST LL O st Z) z U) -30" STORM DRAIN — <11 < MANHOLE RISER cL FLOW � 72" 0 n ----------------- < SECTION — MANHOLE 1 ('_A SCALE: 1/2"=l' No 6' SQUARE COLLAR Frn 00 48"X24" TWO CONCENTRIC COVERS + MANHOLE, ALHAMBRA A-1516 EXIST PAVEMENT GRADE 48-0 GRADE RINGS Tl=l 8101 11 1 AS REQUIRED PRECAST FLAT TOP I O I .................... .................... 0 - - n Q U)m 57< 0 F=1 Q (n uj: 0 LAJ Top OF WEIR WALL 3-- Lt MANHOLE REDUCER cl (n Sm, TOP OF GATE MAX. OPERATING LEVEL 2 ni-d- UJ � O Q 7'-8" - EXTERIOR MAY BE SQUARE OR ROUND SECTION — MANHOLE 1 ('_A SCALE: 1/2"=l' No 6' SQUARE COLLAR Frn 00 48"X24" TWO CONCENTRIC COVERS + MANHOLE, ALHAMBRA A-1516 EXIST PAVEMENT GRADE 48-0 GRADE RINGS Tl=l 8101 11 1 AS REQUIRED PRECAST FLAT TOP I 0 .................... .................... 0 - - n Q 0 0 0 LLI Top OF WEIR WALL MANHOLE REDUCER cl 0 TOP OF GATE MAX. OPERATING LEVEL 2 ni-d- � O Q Cl)O -4 J_W p Q LL. w � i - uJ Lu U) QW -1 :D cf) -r 72"006" PRECAST LL O st Z) z U) 1 < MANHOLE RISER cL Com) � 72" 0 n < TOP OF WEIR WALL t Mr -t -A C) 352.00 #5 0 12- E.W. #5 0 12- E.W. rr V rLtv. 10" MIN. #5 0 12- E.W. SECTION BOTTOM REBAR/,*�G SCALE: 1/2"=l' 48"X24" TWO CONCENTRIC COVERS MANHOLE, ALHAMBRA A-1516 PRECAST FLAT TOP MANHOLE REDUCER S.S. FABRICATED 36"CLEAR x 30" WEIR GATE WITH NON -RISING STEM AND NUT OPERATOR. INSTAL! PER MANUFACTURER'S SPECIFICATIONS #5 ®12" E.W. 15"0 DRAINAGE GATE, WATERMAN F-10 OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS CT 72"0 48"0 36" CLEAR i 0 12" E.W. #5 "L" BAR, 22 REQ'D sr ui __j C) 10 '54 `1 ELEV. 50 L0 ELEV. 347.05 00 I 0 .................... .................... 0 - - n Q 0 0 0 LLI Top OF WEIR WALL cl 0 TOP OF GATE MAX. OPERATING LEVEL 2 ni-d- � O Q Cl)O S31 c J_W p Q LL. w � i - uJ Lu U) QW :D cf) -r I 0 LL O st Z) z U) Q0 pe)D sr ui __j C) 10 '54 `1 ELEV. 50 L0 ELEV. 347.05 00 I ib lzT U- 01 <m0 co 0 < MANHOLE RISER - - n Q ck� LLI Top OF WEIR WALL cl J, TOP OF GATE MAX. OPERATING LEVEL 2 ni-d- � O Q Cl)O S31 c J_W p Q LL. w � i - uJ Lu U) QW :D cf) -r I 0 LL O st Z) z U) Q0 pe)D < cL Com) � D. n 0-) CONSTRUCT 60" MANHOLE C:> co r PER C.O.B. STD. SW -4 (ycr) ) 0 -4- - Cf) 0) MANHOLE < 00 (.0 STA. 15+06.83, 12.85LT. E. v STA. 10+12.85, 8.15RT. N. LL DRAINAGE GATE, WATERMAN41" --------------------------Lij C) - 4 OR APPROVED EQUAL. INSTALL Tl_ STORM MANUFACTURER'S SPECIFICA11ONS MH sTl 30- RM DRAIN co 2 00 C� 1�1 cli cfl FLOW cl) co - --------------- c STORM DRAIN 0 lwfj N :2 STA. 15+07.18, 12.50LT. E. (o uj a) STA. 10+12.50, 8.50RT. N. 0 0 SECTION DRAINAGE GATE SCALE: 1"=l' EXIST. PAVEMENT GRADE ,,,,-48"0 GRADE RINGS AS REQUIRED #5 0 12 E.W. SECTION — MANHOLE 1 (C SCALE: 1/2"=l' 352.00 rn 00 -451 0 12" E.W. T M.H. INVERT ELEV. 347.05 PLAN MANHOLE 4 SCALE: 1/2"=l' Q6 48"x24" TWO CONCENTRIC COVERS MANHOLE, ALHAMBRA A-1516 PRECAST FLAT TOP MANHOLE REDUCER #5 0 12" E.W. #5 0 12- E.W. SECTION MANHOLE 1 SCALE: 1/2"=l' EXIST. PAVEMENT GRADE l� RECORD DRAWING CERTIFICATION 0 cr 0 a- 72*006" PRECAST ib lzT U- 01 <m0 co 0 < MANHOLE RISER - - n _KN 00 LLI Top OF WEIR WALL J, TOP OF GATE MAX. OPERATING LEVEL 2 ni-d- � O Q Cl)O S31 c J_W p Q LL. #5 0 12 E.W. SECTION — MANHOLE 1 (C SCALE: 1/2"=l' 352.00 rn 00 -451 0 12" E.W. T M.H. INVERT ELEV. 347.05 PLAN MANHOLE 4 SCALE: 1/2"=l' Q6 48"x24" TWO CONCENTRIC COVERS MANHOLE, ALHAMBRA A-1516 PRECAST FLAT TOP MANHOLE REDUCER #5 0 12" E.W. #5 0 12- E.W. SECTION MANHOLE 1 SCALE: 1/2"=l' EXIST. PAVEMENT GRADE l� RECORD DRAWING CERTIFICATION 0 cr 0 a- Im 5;1 (j) 0 m o ib lzT U- 01 <m0 co 0 < z C) U- - - n LLI � O Q Cl)O J_W p Q LL. w � i - uJ Lu QW :D cf) -r I 0 LL O Z) z U) < cL c/) D. n < SHEET NO. OF 60"044" PRECAST dQ r MANHOLE MANHOLE RISER, 2 REQ'D. � \ �'� ( STA 10+00.80 0 59LT ( D 6'-8" - EXTERIOR MAY BE SQUARE OR ROUND SECTION OVERPOUR MANHOLE H SCALE: 1/2"=l' 7 i 5"xY4" 304 S.S. ANCHOR BOLT, 6 REQ'D. CORE DRILL INTO PRECAST /< MANHOLE AND EXPOY FILL. �� C Y4" 304 S.S 2" S.S RAIL WHEELS TO TIGHTENING NUT 7 FIT 1" RAIL, 4 REQ'D. 1" 304 S.S. GUIDE -----;-\- _ _ _ 1 /g"�" 304 S.S. BOLT WITH Derr e) or*Nn �� 2 TIGHTENING NUTS_ 4 RFG'0. COVER 30" MANHOLE FRAME AND �\ STA. 10+02.01, 0.29LT. OPEN GRATING COVER, ` MANHOLE ALHAMBRA A-1252 \\ \\ STA. 10+00.80, 0.59LT. I � I STORM DRAIN STA. 10+00.00 a �\ ----- -- --flY j -V - - \i X ---r- \\ MH G � - EXIST. 48"� 7 STORM DRAIN/ \ ---4 ---------- `—.,,,�r� I --.�.'`-��-------- --i'------/ I � ------ -------------- --- 6' ---� 6' SQUARE COLLAR PLAN - OVERPOUR MANHOLE F SCALE: 1/2"=l' 7 , , 3" TYP. .a , ° \42"- FLANGE r`f.0'a �.. EYE B0 •T a a a -0000000000 2" TYP. SECTION - TRASH BASKET r NO TES: - t. for pipes 6.0' (0.13m) to t.0' (0.3m) in meter, a r licensed conbuctor who has the proper @Woment and p+•rm & a cavk* d an goproW agent and moy care into the city's lines or renow a section and consbuct o w)e a tee for pjw 18' (046m) a larger, o madode r must be constructed where corngs are mod& The STORM DRAIN city h4wtor must obmw the mtallabon of saddes I 3 to cares r I STA. 10+00.00 pone and share conform to the requirements of the N-st °p'a -00,0- .,yP• j r Ggps famed by uneven We cut -------------- hto existhg sewer min shah be plugged with paper betas 4. the be# shall be true; circular and concentrk with the cementhg. Do not use odyn. ------------- O its entire depth. its PLAN WEW 5. Openings h e *6V sewer &W be node o dy /age •�� enouo to adnit aV of saddle #It#* Luys or cabs p not resting on pope slob! be blocked up and seared U) with epoxy glue. MH 6. AN instalblkans shad be igwled by the hblk Monks ` z cr T. For PVC and ABS ppb, fittings shay be hjectian molded W w.z ' •$ : 48_" fnttxngs are not permitted on new subdhWws or new 31" -21 _EXIST. STORM DRAIN a PVC or A8S saddes be rubber gasketed and 23• FLOW-- .; U) "Y' must not extend ,nta FLOWS EITHER O DIRECTION 0 '-1 O ---- -------------- I Q C0 SAWCUT INTO EXIST. D 48" RCP STORM DRAIN ( D 6'-8" - EXTERIOR MAY BE SQUARE OR ROUND SECTION OVERPOUR MANHOLE H SCALE: 1/2"=l' 7 i 5"xY4" 304 S.S. ANCHOR BOLT, 6 REQ'D. CORE DRILL INTO PRECAST /< MANHOLE AND EXPOY FILL. �� C Y4" 304 S.S 2" S.S RAIL WHEELS TO TIGHTENING NUT 7 FIT 1" RAIL, 4 REQ'D. 1" 304 S.S. GUIDE -----;-\- _ _ _ 1 /g"�" 304 S.S. BOLT WITH Derr e) or*Nn �� 2 TIGHTENING NUTS_ 4 RFG'0. COVER 30" MANHOLE FRAME AND �\ STA. 10+02.01, 0.29LT. OPEN GRATING COVER, ` MANHOLE ALHAMBRA A-1252 \\ \\ STA. 10+00.80, 0.59LT. I � I STORM DRAIN STA. 10+00.00 a �\ ----- -- --flY j -V - - \i X ---r- \\ MH G � - EXIST. 48"� 7 STORM DRAIN/ \ ---4 ---------- `—.,,,�r� I --.�.'`-��-------- --i'------/ I � ------ -------------- --- 6' ---� 6' SQUARE COLLAR PLAN - OVERPOUR MANHOLE F SCALE: 1/2"=l' 7 , , 3" TYP. .a , ° \42"- FLANGE r`f.0'a �.. EYE B0 •T a a a -0000000000 2" TYP. SECTION - TRASH BASKET r NO TES: - t. for pipes 6.0' (0.13m) to t.0' (0.3m) in meter, a r licensed conbuctor who has the proper @Woment and p+•rm & a cavk* d an goproW agent and moy care into the city's lines or renow a section and consbuct o w)e a tee for pjw 18' (046m) a larger, o madode r must be constructed where corngs are mod& The city h4wtor must obmw the mtallabon of saddes I 3 to cares r I LO pone and share conform to the requirements of the N-st cement joint .,yP• j r Ggps famed by uneven We cut I KAP sadd'es may hone 041W &W ar colbm hto existhg sewer min shah be plugged with paper betas 4. the be# shall be true; circular and concentrk with the cementhg. Do not use odyn. I O its entire depth. its PLAN WEW 5. Openings h e *6V sewer &W be node o dy /age •�� enouo to adnit aV of saddle #It#* Luys or cabs p not resting on pope slob! be blocked up and seared U) with epoxy glue. i 6. AN instalblkans shad be igwled by the hblk Monks ` z cr T. For PVC and ABS ppb, fittings shay be hjectian molded W and shall be installed in the on new pjpsWin ant -in fnttxngs are not permitted on new subdhWws or new - new matin lines a PVC or A8S saddes be rubber gasketed and 23• sha# be fastened by stainless steal bands 45' Max. U) "Y' must not extend ,nta sewer mah. O Z 0 '-1 O U � I Q C0 D ' I i I I I I I I I I 1 I 1 I I , I U I I 1 1 I I I � I 1 r t I i I I I I i I I � I 1 I I SECTION - TRASH BASKET SCALE: 1"=1' • A: #5 0 12" E.E. -� ( '\-#5 LOOPS 0 12" SECTION OVERPOUR MANHOLE G SCALE: 1/2"=l' 7 (TRASH BASKET NOT SHOWN) INSTALL S.S. CABLE HOOK NEAR TOP OF MANHOLE Y4* S.S. LIFTING--< CABLE AND LOOPING CLAMP 1" 304 S.S. GUIDE RAIL, 2 REQ'D. Y8" 304 S.S. TRASH 1, BASKET WITH 1"0 HOLES AT 2" CENTERS 2" CLEAR o OO 00 Uk 10" MIN. 6 -o 30" MANHOLE FRAME AND OPEN GRATING COVER, ALHAMBRA A-1252 1 10' c 4 N 4 4 .a Q- 4 � •e•aa. / ^ S.S. SHOULDER EYE + 0 BOLT FOR 1/4- S.S / CABLE, 2 REQ'D. a4 , --- 1" FLANGE r 6" C900 PVC, DRAIN TO SEWER PIPE INVERT I ELEV.345.50 2LJ 4" SECTION - TRASH BASKET SAWCUT INTO EXIST. 48" RCP STORM DRAIN #5 12" E.E. -� \- #5 LOOPS 0 12" SECTION - OVERPOUR MANHOLE I SCALE: 1 /2"=1' 7 (TRASH BASKET NOT SHOWN) SCALE: 1"=1' 10" MIN a N t PLAN - OUTLET(A ' SCALE: 1/2"=1' U � SUMP FINISHED GRADE in 00 :r - G• 2 r \ ` C14 I \ W r• C) 00 W NLO r r nM LO W � r END BORE & 36" i z in U) W STORM DRAIN 1 STA. 17+17.72, ELEV.343.67 r ! . 42 \ #5 0 12" EW -� 8" 8'-7" 10' SECTION - OU tLET B SCALE: 1/2"=l' 7 E✓aEVA TION FILENAME: W -IM STANDARD 9"vNjW awam SEWER PIPE SCAM CONNECTION N•Ts• APPROM SHEUN& aff of BAK8*Fe.D SW -7 CALIFOF"A CITY FliONM PUSUC WOWS DEPARTMENT 9" ---A INSTALL G, BAR S( C.O.B. ' FINISHED SUB-BASI INVERT EL. 343.50 00 CV P CN Y GROUTED ROCK -SLOPE PROTECTION >,d --L.)q-L Ej. l SCALE: 1/2"=l' 7 a� ti 6' 8" 4'-8" 8" 33x2<96.98 E :` 4 � �-- •s � . -�� ��•��� �; � � ` TE: REPLACE EXIST. v Wn �IN r 1 a SIDEWALK> EWALK• AN® CURB AND rr r aqs" PLAN - CAMPUS- PARK SOUTH SUMP OVERPOUR rU NO TES: 1"=20' t. for pipes 6.0' (0.13m) to t.0' (0.3m) in meter, a r licensed conbuctor who has the proper @Woment and p+•rm & a cavk* d an goproW agent and moy care into the city's lines or renow a section and consbuct o w)e a tee for pjw 18' (046m) a larger, o madode r must be constructed where corngs are mod& The city h4wtor must obmw the mtallabon of saddes I 3 to cares r 2 Vitrified day A4m smuts shah be extra strength day LO pone and share conform to the requirements of the N-st cement joint Coast Standards of the doy pope hstituta r Ggps famed by uneven We cut I KAP sadd'es may hone 041W &W ar colbm hto existhg sewer min shah be plugged with paper betas 4. the be# shall be true; circular and concentrk with the cementhg. Do not use odyn. bore of the p and be scared an the inside of O its entire depth. its PLAN WEW 5. Openings h e *6V sewer &W be node o dy /age enouo to adnit aV of saddle #It#* Luys or cabs p not resting on pope slob! be blocked up and seared U) with epoxy glue. Q 6. AN instalblkans shad be igwled by the hblk Monks ` Department of the City of Bakerstidd prior to backff cr T. For PVC and ABS ppb, fittings shay be hjectian molded W and shall be installed in the on new pjpsWin ant -in fnttxngs are not permitted on new subdhWws or new - new matin lines a PVC or A8S saddes be rubber gasketed and 23• sha# be fastened by stainless steal bands 45' Max. U) "Y' must not extend ,nta sewer mah. E✓aEVA TION FILENAME: W -IM STANDARD 9"vNjW awam SEWER PIPE SCAM CONNECTION N•Ts• APPROM SHEUN& aff of BAK8*Fe.D SW -7 CALIFOF"A CITY FliONM PUSUC WOWS DEPARTMENT 9" ---A INSTALL G, BAR S( C.O.B. ' FINISHED SUB-BASI INVERT EL. 343.50 00 CV P CN Y GROUTED ROCK -SLOPE PROTECTION >,d --L.)q-L Ej. l SCALE: 1/2"=l' 7 a� ti 6' 8" 4'-8" 8" 33x2<96.98 E :` 4 � �-- •s � . -�� ��•��� �; � � ` TE: REPLACE EXIST. v Wn �IN r 1 a SIDEWALK> EWALK• AN® CURB AND rr r aqs" PLAN - CAMPUS- PARK SOUTH SUMP OVERPOUR rU 356 354 352 350 348 346 344 342 340 338 336 334 332 330 SCALE: 1"=20' i 10 0 20 40 U EXIST. GRADE 3 20 s 0 OVER DRAIN eco LO o cN9 OD _ I co co J 358 w 0 O co 356 354 352 350 348 346 344 342 340 338 336 334 332 330 10+00 10+50 PROFILE - CAMPUS PARK SOUTH SUMP OVERPOUR SCALE HORIZONTAL: 1"=20' ✓ VERTICAL: 1"=2' 71-/-51 RECORD DRAWING CERTIFICATION 27 A 29 3C U CO CO M co VJ �Uo� (fl a •a) 0 LL cis -C, W v' = ai coCO co UU •� co U ao WWNT Q ® :2 CO U) C 0 0 r � r a- 6 z tr a Z 0 �U U- o Q m 2 0 Q i O T U — 3 0 I CL •: �PF�, i _ I 1 __ 0 Q W p _I U) 7 10+00 10+50 PROFILE - CAMPUS PARK SOUTH SUMP OVERPOUR SCALE HORIZONTAL: 1"=20' ✓ VERTICAL: 1"=2' 71-/-51 RECORD DRAWING CERTIFICATION 27 A 29 3C U CO CO M co VJ �Uo� (fl a •a) 0 LL cis -C, W v' = ai coCO co UU •� co U ao WWNT Q ® :2 CO U) C 0 0 r � r a- 6 z tr a U mC() p 0 �U U- o Q m 2 0 Q o o r O m U O CL O T U 3 0 CL 0 0 Q W p _I U) 7 Q cr LLJI- W W i n m U) W O Z 0 D O U � CC Q C0 D IZ U SHEET NO. T OF 8 y �4 cafe::: � ::.=�.:. �:�..•.,•- tr t - --- -_-_ -- TOP VIEW �r _ see stamiord __.i._oftho S" NOTES.. far bane and I.ilfm) cow delay 1 state of Cages Dq bml of Trw wwta : _ _ 7be WWpwbans of itoaig and auWq wales she br FROM P.Y.C. TO R.C.P. WNW wd the brakes edges CT PLANS. Ad be plastered arrw & tyle i coot mu'la: 1 1 Poe i r IPUKC woos DEPI1R11E11T s _ KV*$ 1 1 J i 0� Not- P.Cd sbb not to be paxed mall poeg is n pbm 7. AA saner - � �° �.. �, for weer km fa+gar thorn ' ,. r ai � :, ' IB' (d46m) h chaeta, steal be Rued *0 7 -Look' or qprowd egad • i:A.�:.r : : i° -------- 56r (r.7m)------- MANHOLE SECTION Trench NklfA - i6riabk ty C.0' un dam T}p� lip. Mem Lrrnh Eddkq sem Alelr ppe r M rnedw*d mposks fikh (tom) Shawdrrd t►e)wh baofritTl per arty stodord ST -13 2 sot sawd- Cetnant ser -r" 1 coupoctiog sats to atx60A Seery aha be warted ALTERNATE BED! AIG DETAIL For RepkdW &dsn Serpa* tines CONDUIT SPRINGLINE POLYSTYRENE 9 any ppe REFER TO DETAIL A SECTION 2r AAartar, NOTES.. Paalred I.ilfm) f At anrk she confarw to the gopbaobk wallows NOTE: TIE-IN MANHOLE of tw qw*ofim MAW Cyd ANHOLE. 4 ARE state of Cages Dq bml of Trw wwta : ENT DIAMETERS L approved arrant edtiaOWN ON THE2 FROM P.Y.C. TO R.C.P. to}lbrrae lime CT PLANS. Wfar&rwast of age part PaNawd Cement s ST -f canmaahf ' - 50 1.2' (dam) and ern � of � od s� weal Poe aw IPUKC woos DEPI1R11E11T 3 .,buts alai be filed girth maior and no* dewed _ KV*$ w .pod on nsde of p� i 0� � 4 Pre oast ra bAmod nm%k ssatfi ns she be • OIA� 2 ftaly(a�� If�9l� of Sur (915m) can r rt., r• mosbmcted it accordr" vAh the pm/i*w of zm awoocted A ASTM 0-474 axrwt edFhtan. :.-: --• 5 EcDmhlc $ide sww be Ask d A the apsheam zone fo cornfam to nafea L 2 = alrectiaw of the man lire *)av er pasaft w as of plait and pjwe. a dkiscted by the aty Eflo � • +R for pabfie awies , eanst wam A AN ftawhov beirm Ak Alerts she be a regwawls as perYhe Aebio bwmath ftrpa Sa*cr. 7. AA saner - � �° �.. �, for weer km fa+gar thorn ' ,. r ai � :, ' IB' (d46m) h chaeta, steal be Rued *0 7 -Look' or qprowd egad • i:A.�:.r : : i° -------- 56r (r.7m)------- MANHOLE SECTION Trench NklfA - i6riabk ty C.0' un dam T}p� lip. Mem Lrrnh Eddkq sem Alelr ppe r M rnedw*d mposks fikh (tom) Shawdrrd t►e)wh baofritTl per arty stodord ST -13 2 sot sawd- Cetnant ser -r" 1 coupoctiog sats to atx60A Seery aha be warted ALTERNATE BED! AIG DETAIL For RepkdW &dsn Serpa* tines CONDUIT SPRINGLINE POLYSTYRENE 9 any ppe nr (a ism) Adie. j_„ CM uffitrpo To be awed epee 7P e 0'(43n) or kss Affih n 7th' "Pok 0 (tel PIPE SADDLE DETAIL F LENAME: o-eeaEr Fmee arhwff of sbutt Damsel Ad cwkrm to Me requiry MIS 15 eLo' (L tin) d1ok-Air k" sold Awamd sots O ser"127 to) O 4. r�pa 12' (36wr) ft( l4�►1 1dD A A I 12' Ahtat h8' Akin (.ism REFER TO DETAIL A See stooled L-14 12' Atix (54m) STANDARD ,, I.ilfm) CONCRETE PIPEM l0' (i lm) Aha ore ICE COLLAR TRANSITION eine t2 (3a0) j td FROM P.Y.C. TO R.C.P. to}lbrrae lime 12' (36m) Ak 1f#° f m ed s ST -f canmaahf ' - 50 1.2' (dam) tT1f �� athir gyoraaah aw IPUKC woos DEPI1R11E11T s -W f& e�x..a 1.O'(0.3") wider •.� i 0� � = 85 LIP IAARE 25' (a7Sr►) • OIA� 2 ftaly(a�� If�9l� of Sur (915m) can r rt., r• feblim annpact'm zm awoocted A rollwIgiFff, ON else ! } r 15* Slopes shat not riaceed ZL zone fo cornfam to nafea L 2 = ni of plait and pjwe. a � !I +R for pabfie awies , eanst wam QM regwawls as perYhe Aebio OD 3 0 exposed meld h Nee ou&t sbwbete she be hot � ,e • a.0' LtISm) 4. ks6V bwW be it bwce the 1 of mDterA* sed ocow 00 `J ` _._L._ or ASTM NZ7, Me" 'C') kr ft -4 WO greater than 1.0' (d3mo nr (a ism) Adie. j_„ CM uffitrpo To be awed epee 7P e 0'(43n) or kss Affih n 7th' "Pok 0 (tel PIPE SADDLE DETAIL F LENAME: o-eeaEr Fmee arhwff of sbutt Damsel Ad cwkrm to Me requiry MIS 15 eLo' (L tin) d1ok-Air k" sold Awamd sots O ser"127 to) O 4. r�pa 12' (36wr) ft( l4�►1 1dD A A I 12' Ahtat h8' Akin (.ism REFER TO DETAIL A See stooled L-14 12' Atix (54m) STANDARD ,, I.ilfm) CONCRETE PIPEM l0' (i lm) Aha ore ICE COLLAR TRANSITION eine t2 (3a0) j td FROM P.Y.C. TO R.C.P. to}lbrrae lime 12' (36m) Ak 1f#° f m ed s ST -f canmaahf ' - 50 1.2' (dam) tT1f �� athir gyoraaah PLAN At R/Yr w 10' (30hr) Arh kom gmdad Am" (Wtheler is gmoter) Canstrmct 60' (I.&v) ho dmf, -At /fix of ~ybee, `a mnkss o>Yr wft "vow by the Land kkt gaffe,. etreafiarn OFF �0°"r Gutter ihrAe t Dkerlgn Nbtar (3601 ••� a0' flax 4>bss 3 W -W Roe adw Am V Loavbdn ad rxW*W of ww and W& gain h kno SEC770N A -A to be dolor art h Nee elate by the ate fVkw. NOTES L AN wart show shat anhfom to the "&a* secbans Of the WA191 apeahwabans WOW '.Al~ Spadli Okna; Stats of affiw l$ Alkess and POW_ p dObiat"n Agmlkpahnowt of TmngowtoNwrn : WOWCaw"drt edtnan, 2 &064ge bane► she be o mniwxm of are bukwk Jet kmUv aw a sheet and having a shape and beagm 0ccW1d* to the aty tiryeaea. 3 Lawatacgw panted *dhoge basis spa/' not be ywlarred by ft stodwd 4 Any htem wide b*4 if q overt mast be f.0' (430) n m w W& Side stpes Apel nat exceed 2•r. 5 Cana k shat Dentak no adarNas ants prior +rrltten goprold k rota w km the aty fngoraa. a Ca mte Ad be awed nnrh a We prpmented cueing wmpoertd canplyitg to section 90-700 of Me da dsd vwymvm 7 NF poe bob shat be pkod A the sbaebee: ni0' (Q Lam) A a Game-fnsir halos and #iotas ar arsr efrat awkmr to the speeffaaflos shote! skodrd &Vui s 942 and 9-13 9 Al now ftbage basis NAA knave aha/ bit steed so a pemnwoot stdiot such as !trot A. of rpprolyd "Lot Appditaotian mte is 25 ASS/a" (2ii *j A r4wasenibli a of the adw d4vr6nwt aha be on see d the tine of startbwthL Id Bob Nwacity Ad wokrm to A*& Parks ftwdwu d DO* Poky kr "MA 1L See stawad 0-11 for &Vvvy a vkv dsh aa0' x &0'x X -SAN 5 av Alas)r (d 150 x aiSinr x w.5/It7a5) Square: or Remod caskr ,�0' ( ) a0' (4 150) hk DIS SECTION AT JOINT NOTES. 1. AN mwrh shorn cohm to dw gaprioabfe seeNars of the amnt speorawtio ns ernti W Vwdard 4wdf"&ns; Stile Of Cwbhrr* alshoss and TrouporlbOw Agow% D worhnent d rraw Antotia►, kw aaihm ad Nee fdoa0f good notes Y IAds ppe 6"Tho may awl}+ be Md with Nee gsprod of me sty &OW. 3 ST -35 Am mast be meed 4. Bath Am must be the loos alrt. a Are p;re barman con not be AstOAred at m angle point �1 a OW A Cavwete fX04AW. 0-19mv tbn9eas oftwise dow d25' x 40' x 40' Aoo (S" x Am" x roam) two 20' 275• x a0' Anrhw (744 m x M) Gaffs ollfdod to so 6:0' (a tin) fan ends ar REFER TO DETAIL A DATE a DIMENSIONS OF THE OUTLET STANDARD ,, NO CONCRETE PIPEM Adis 30' (Asir► L Arg eek Shaw she conform to the gspft* COLLAR TRANSITION IQ" secbinos of the .anent vWxXom eomw 's*4xd FROM P.Y.C. TO R.C.P. N.TS. 'l��f �•f *spa>`~•pat �,. f m ed OW Na - 50 1.2' (dam) tT1f �� Q-19 aw IPUKC woos DEPI1R11E11T s -W f& e�x..a tbn9eas oftwise dow d25' x 40' x 40' Aoo (S" x Am" x roam) two 20' 275• x a0' Anrhw (744 m x M) Gaffs ollfdod to so 6:0' (a tin) fan ends ar NOTE: REFER TO DETAIL A mv;/ DIMENSIONS OF THE OUTLET • Depth vies depeidfng on the ' QD: of + 20' (aft) NO z Adis 30' (Asir► L Arg eek Shaw she conform to the gspft* ♦e e♦♦. •......._.•._•......•• .r��.•. ' �.♦ ♦ ♦.....♦ ---.---- .Wo \Sill* secbinos of the .anent vWxXom eomw 's*4xd •♦ 60 'l��f �•f *spa>`~•pat �,. f m ed 1.0'(CL3m) wider - 50 1.2' (dam) maxim am and h al e -A IdliA .._......� Q5• Iha (Ilan) alis the easift weepted foodiltoy s -W f& e�x..a 1.O'(0.3") wider •.� i 0� � = 85 LIP IAARE 25' (a7Sr►) • OIA� 2 ftaly(a�� If�9l� of Sur (915m) can r rt., r• feblim annpact'm zm awoocted A rollwIgiFff, ON else ! } r 15* Slopes shat not riaceed ZL zone fo cornfam to nafea L 2 = ni of plait and pjwe. a � !I +R for pabfie awies , eanst wam QM regwawls as perYhe Aebio OD 3 0 exposed meld h Nee ou&t sbwbete she be hot � ,e • a.0' LtISm) 4. ks6V bwW be it bwce the p osper of mDterA* sed ocow 00 *ped gdwr" ar fa&fibft ` _._L._ or ASTM NZ7, Me" 'C') kr ft -4 WO greater than 1.0' (d3mo (are) K ftm& Oft k Jess thaw L0' (a3m), boddW ift 2 so* Siw" 4 Carwete shad carfatw na oab47i►es ufts pelt a.0 fis" nn dwm W&A Nee 4e tare shat be Am of of the Deve4 r / &*F * / Canbafara no mater akkfai m mofffid sod she have a Saved Egwlairnt of not I (d 15m) PLAN WNW "Wad is obtaned km dee afy Eitgireer: Skye Side Ps"01019e passing SECTION NOTE: REFER TO DETAIL A FOR THE ACTUAL 7 DIMENSIONS OF THE OUTLET • Depth vies depeidfng on the ' QD: of + 20' (aft) NO z Adis 30' (Asir► L Arg eek Shaw she conform to the gspft* ♦e e♦♦. •......._.•._•......•• .r��.•. ' �.♦ ♦ ♦.....♦ ---.---- .Wo nen secbinos of the .anent vWxXom eomw 's*4xd •♦ Zone 'l��f �•f *spa>`~•pat �,. f m ed 1.0'(CL3m) wider - 50 1.2' (dam) maxim am and h al e -A IdliA .._......� T �xt of T totem'. the easift weepted foodiltoy s -W f& e�x..a 1.O'(0.3") wider 70-80 20' (Q6m) qp -f aannt *am � = 85 LIP IAARE 25' (a7Sr►) • OIA� 2 ftaly(a�� If�9l� ! I r rt., r• feblim annpact'm zm awoocted A rollwIgiFff, ON \ Ix kNr r r 15* Slopes shat not riaceed ZL zone fo cornfam to nafea L 2 = - of plait and pjwe. a � !I +R for pabfie awies , eanst wam QM regwawls as perYhe Aebio OD 3 0 exposed meld h Nee ou&t sbwbete she be hot � ,e • a.0' LtISm) 4. ks6V bwW be it bwce the p osper of mDterA* sed ocow 00 *ped gdwr" ar fa&fibft 'a O or ASTM NZ7, Me" 'C') kr ft -4 WO greater than 1.0' (d3mo NOTES K ftm& Oft k Jess thaw L0' (a3m), boddW ift 2 so* Siw" 4 Carwete shad carfatw na oab47i►es ufts pelt 5 Canpxum tests es'N be ragweed and Shat be the reapoos- fis" nn dwm W&A Nee 4e tare shat be Am of of the Deve4 r / &*F * / Canbafara no mater akkfai m mofffid sod she have a Saved Egwlairnt of not and law aw of me tests aha be d/+&"*Ad by the City Jess that 20 and &W ewnhmr b the klbWV prn*g: WNW "Wad is obtaned km dee afy Eitgireer: Skye Side Ps"01019e passing AFrted A Sec 6 -ax of the Standod Spewnricuffm (w 5 Coo* Ad be oared WO O a ante p# mtoted ASW Dl567, Method T7 (14m x Mm) annrng Dawpand arSp jrq to welfare 00-7.018 of Na 30 20-100 6 Fonb Aa}er of bawkAll materiel slW meet Nee cenp cho►; Nee sbwwd veab Wkns sand gig AuWt and grakho regrAkarnentts before Me next a No p#oe bags &W be, *ved it Nie shefim £LEVATl0l11 7a See stamlod D-9 for arsmnge bash sfa vArd OUTLET STRUCTURE Q375' x 20' (torso x 56nm) rm do23m:f6dd t sa• (ar�r,} a5' (It=) bas of 6.0* (a5q) dC Q375' (fib") tan aw mwhAe beds into kad sN&* Wd ds- (ISM)bars to bot JIM at tP Wel boftm r i iHD HEIGHT 1 • Depth vies depeidfng on the ' m el fee♦ p• ffa t� f� p��� ; ►�•*sus Y.r ,i, 1:,. , uq, to a �+r�ffw,+w��w�•a>Se,� ♦e e♦♦. •......._.•._•......•• .r��.•. ' �.♦ ♦ ♦.....♦ ---.---- .Wo nen f'•♦♦•♦♦1•♦•♦ee •♦ Zone 'l��f �•f *spa>`~•pat �,. : f 1.0'(CL3m) wider - 50 1.2' (dam) maxim am and h al e -A IdliA .._......� uta vrosr �° �� the easift weepted foodiltoy s -W f& e�x..a 1.O'(0.3") wider 70-80 20' (Q6m) kwommAtBa or cannpacted to gar ndadbrr - I = 85 LIP IAARE 25' (a7Sr►) • OIA� 2 ftaly(a�� If�9l� ! I r rt., r• feblim annpact'm zm awoocted A rollwIgiFff, ON \ Ix kNr r r W Ainr7 of pyre rare ehd be 1.0' (dam) abort tap of Pave bd or the onside ofn0eter- zone fo cornfam to nafea L 2 = - of plait and pjwe. a � !I +R for pabfie awies , eanst wam QM regwawls as perYhe Aebio OD U) ufffils cholff*iwrn Grad Ceders ,e • W (.Tan} NJ AFss rPaG- Oawaete i0' (.2501 Mh NOTES. - FENCING TABLE iHD HEIGHT 1 • Depth vies depeidfng on the ' m el fee♦ eel ,Y ♦... •.....�........••-.r♦• a♦♦I •♦eeeee♦ee•.•..♦ ,.. Y.r ,i, 1:,. , uq, er . ♦e e♦♦. •......._.•._•......•• .r��.•. ' �.♦ ♦ ♦.....♦ ---.---- .Wo nen f'•♦♦•♦♦1•♦•♦ee •♦ Zone ail : f 1.0'(CL3m) wider - 50 1.2' (dam) maxim am and h al e -A IdliA .._......� uta vrosr �° �� the easift weepted foodiltoy s -W f& e�x..a 1.O'(0.3") wider 70-80 20' (Q6m) kwommAtBa or cannpacted to gar ndadbrr - I = 85 LIP IAARE 25' (a7Sr►) • OIA� 2 ftaly(a�� If�9l� fBftd *AMG � f feblim annpact'm zm awoocted A 3-J/itl' x tfa' \ Ix kNr r r W Ainr7 of pyre rare ehd be 1.0' (dam) abort tap of Pave bd or the onside ofn0eter- zone fo cornfam to nafea L 2 = - of plait and pjwe. and 3 � CL +R for pabfie awies , eanst wam QM regwawls as perYhe Aebio OD U) ufffils cholff*iwrn Grad Ceders `•rpe, or cAmabft a.0' LtISm) 4. ks6V bwW be it bwce the p osper FENCING TABLE iHD HEIGHT 1 • Depth vies depeidfng on the ' m CLASS I aMMG m OL 2'-e .76 m arrrwrt v�wsr s-�n°r� ares vita at cam fqW pan) beloved w of a4 eox*u ' d &I the auhr LO' (d.im) of the30 Zone IR D" : f 1.0'(CL3m) wider - 50 1.2' (dam) maxim am and h al e -A IdliA .._......� uta vrosr �° �� the easift weepted foodiltoy s -W f& e�x..a 1.O'(0.3") wider 70-80 20' (Q6m) kwommAtBa or cannpacted to gar ndadbrr - I = 85 LIP IAARE 25' (a7Sr►) • OIA� 2 ftaly(a�� If�9l� fBftd *AMG � 101 feblim annpact'm zm awoocted Q 3-J/itl' x tfa' \ Ix kNr r @ r :i3s any SL T. Fd shat 6e loatabed to Alae past n6st rairlr; and bottom knim liras 00 fabric bonals spaced wpm le (Q.i6m) spat . 8 Ferric shot cwkrm to ASA( A -Z& aw L 9. sirbgre* pgwadlan sf meld be oasirmcied baa to groes and moss serhon pt campacd'aw of to a depth of 65' (a 1301 FUNAME c-,saro Vzdw oAia STANDARD mum m QI CHAIN-LINK FENCE " NITS AlrM05ln 9EiT M0. GTY CALIM1� D-12 at,r aia.FSA Rio= wmm DE "710 ]iT Pameamt w Finish Qrode iHD O r C0 o z • Depth vies depeidfng on the TAMPING CLASS I aMMG sheet's Tmfk kdor (Tall See Be" aampocted to zz netlotne OR SLURRY Taw �' below eempawtkn in roadWy Paas ffom 30'I ` ' +Sheet � pan) beloved w of a4 eox*u ' d &I the auhr LO' (d.im) of the30 Zone IR D" : f 1.0'(CL3m) wider - 50 1.2' (dam) maxim am and h al e -A IdliA .._......� % 5.5-95 1.5' (d43m) the easift weepted foodiltoy 1.5(0.45m) wkkr 1.O'(0.3") wider 70-80 20' (Q6m) kwommAtBa or cannpacted to gar ndadbrr - I = 85 LIP IAARE 25' (a7Sr►) ampaCrm in of olhe' &M Bodo congoaded to xx � feblim annpact'm zm awoocted Q to Ox rabthe Gan find 1 materiel rte' >Mn the p, \ Ix kNr r Sae ab A ,r W Ainr7 of pyre rare ehd be 1.0' (dam) abort tap of Pave bd or the onside ofn0eter- zone fo cornfam to nafea L 2 = - of plait and pjwe. and 3 � CL +R for pabfie awies , eanst wam QM regwawls as perYhe Aebio OD U) ufffils cholff*iwrn Grad Ceders `•rpe, or cAmabft a.0' LtISm) 4. ks6V bwW be it bwce the p osper of mDterA* sed ocow 00 ASAI D z321 tests listed in Sedian 6-301 of the Med rd *wFxotbn O or ASTM NZ7, Me" 'C') kr ft -4 WO greater than 1.0' (d3mo NOTES K ftm& Oft k Jess thaw L0' (a3m), boddW ift 2 so* Siw" r. BMW for fiw rfe 5 Canpxum tests es'N be ragweed and Shat be the reapoos- fis" nn dwm W&A Nee 4e tare shat be Am of of the Deve4 r / &*F * / Canbafara no mater akkfai m mofffid sod she have a Saved Egwlairnt of not and law aw of me tests aha be d/+&"*Ad by the City Jess that 20 and &W ewnhmr b the klbWV prn*g: Engineer. the tests shit/ be h moroieme etch the tells Skye Side Ps"01019e passing AFrted A Sec 6 -ax of the Standod Spewnricuffm (w 314'(24m) to ASW Dl567, Method T7 Na 4 J5-100 Na 30 20-100 6 Fonb Aa}er of bawkAll materiel slW meet Nee cenp cho►; Anis body matarlat slid be pixed in not to exceed awe sand gig AuWt and grakho regrAkarnentts before Me next fact (1.0' kosefV Jen) faylrs 4rAftansaly aw eoeh sees of the AW is #w ed MW h suer a manner as not b dandge ar alisbeb Bre phe an its aSgramant and g►odic £ash err shat be thwvm#y carp- 7. For povemant potdnas nnff m pared am see dem rd ailed by medm ns'•af tanpiag: Bwklif eaterd anon be, darting ST -12 A tars on* maxmt pfopedy waveded to spniaow prig' to paw"* 2 BawW kr p0a TABLE "A" Ppe and fitbwgs shat be estatkd in words" tesla the axront ASAI gweD*oft 0 -MI. QNy pass i and B w6seirnwt emelt mffnh the ppe Marne til be ea aNkred sur7abhe. Now the Am jum Wfor 100ft sad &* short eat be reed far bacw mp wrww kr nkniile Poet Are burg and ha aping shat be hard plowed to the .ging the of the ppe awe prgwmly wapmfed Fa wear mails, Cass bealatwg k mesh d kr beololq and handft Cwt shat be Mon not to &bcote Nee *a Are mvaWV badff h the ppe zone she► be hand plowed ad oom1mlad h OYts nat to exceed a0' (also) aklw►ess Badkfil matenw shat' be pmpody 400v Mueft Tile follow' shelf for bunch widths PER iHD O r C0 o z W GREATEST TAMPING CLASS I aMMG DIMENS10W OR SLURRY 1.0'(d3m) or less LO' 0.301 wider 4.0' (7500) wider - n to sides LO (Q3m) up 1.0'(CL3m) wider 6.0" (Lt I- wider to 0' 6m both skies b th s' 2a0'(Q8m) or more 1.5(0.45m) wkkr 1.O'(0.3") wider both sides both sides 3 HXW mafixniwr &Dvr Nae ppe Awe shat be OW GA/Mr of dcakterkas mehriof awd "arm or stag' STANDARD dtA*1° �'° 40' (7snam) b greatest &w ion and sed be Jolt pbeed h not to exceed one foot (1a0'km) (dam) TRENCH BACKFILL o+sr,M e lours and cub Aofer Ad Nra m#y oa�wlad AND COMPACTION seal mednawiod h"04REQUIREMENTS SHWr �T AnvAmreo .�..�.�.. CITY OFBAKERSFELD C•ALFCFHA ST --13 an a lumm Parc vMM OWAF41IMT RECORD DRAWING CERTIFICATION t 2? 28 29 30 0 N W �i c 6 '2 ca U U rn C) rn c- cy) co d)UCO .,� T N CU mc)) W � = ai co U) 00 l) -� co U Ch ao T O ���� co VJ 0 O �t- 0 rr 0T oC U ca � v U- Q r m 0 0 CJ O r C0 o z \ � 0 ai lid- ,Io E419. U 0 N W �i c 6 '2 ca U U rn C) rn c- cy) co d)UCO .,� T N CU mc)) W � = ai co U) 00 l) -� co U Ch ao T O ���� co VJ 0 O �t- 0 rr 0T oC U ca � v U- Q r m 0 0 CJ O r C0 o z \ � 0 ai lid- U W 3 d.. z O o < � W_p Q H W rr VJ c � CL Z QM Q OD U) O � i- O C.) Ne U Q a. Q U SHEET NO. O OF 8