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HomeMy WebLinkAbout1.5-7136 Ph 1 & 2KERN DELTA WATER DISTRICT NOTES: 9 M1 # •,: ■ li'. 111 A i M ... A # - y EIN • i i • 111 # : # � # A i • i i ', • yid III � � i • • a � • � •` ; • x.. ' "LA 'W Er h.,. • ! A i II i y 11M,,,,. • A ■ ■ • is III • t � •! •.. � •, A � � .. •' #. :,,, C # • •,,. - i • ! W so � � # ',. III # • ., � � � � . � i.: : i .. • �' # I� III .III ,,III :., • •.,.. it -. M t a # • • C i, • A, A #M i M i' � x 7E1 •Is• +il •. , tl i N, ., A III A ., # C. •, A A • -. -,.. • • : r 'i - -. � I� III • � II � �' ... j e i •.. it i ! � r' IR,. ,C : S # ':.. # i ..,: i i :. • A i C it A :., A i,. * i : • # M ♦ � M Ii 1. ! A # III Ill.. E1r t A •. : -. III �......... III i,'. - # �,,,. x 1 • �,,,, ' � � # III /, i .. • ., � S x Ill !! III 111 ,, III 111 III` • • � �. � I1rr A : � i ',. � � A A ! � • i � i r i •, • MI , r ■! -� ,...711 i IF' III 1M< ; Ill � III -M �. ' _ • � !M i �......... lr � ' • A � �., � ... � ■ � A' Elf � III ,.. is � : .,.. 111 ...: ■ '' k III ,. ! III......... : III :. III •! I� llM - .III l� A � •. ■ � �� - � �......... � # ' �..,. ... A � ■Ill ., 3 • IIM � --.. III . # � � ■ lll,, III S • x. � � i � � III R III' � ',, • # � • �' 7Y R 11 ill,... • ■',, # � A � A � 3 ' S # t I� # •',. III 111 S A � iM1, a A A � A # • # # i # EM • ■ A r a # III......... ......III R......... IIII - � ...- • s i .. i . • lE 711E : • A . I1 � � � � ■ • � s � A � • � � A 1► • l` � x i '� � �• � � t � Ilk t 3 •• • • i • !.. • ! • •...... � � � III �• • � A � III III III 11 • �,,,,. `,.. ■A � �E,,; OE ! • III .... t I� i III I� III III '"` • ... 1 t ai` - Z :, .L • # • # ■ III • i III is � • � I� Ifs � - # • Elf A �,,,,. A ., � ., lAr y R • � S OWNER SHALL# WATERMAN C-10 CANAL— GATE PER MANUFACTURER'S RECOMMENDA11ONS BY KERN DELTA WATER DISTRICT. KERN DELTA WATER DISTRICT NOTES: 6 CONTRACTOR A • THAT: PUBLICI. THE PROJECT IS A DISTRICT11. THAT DAMAGES TO THE DIS17RICT SHOULD THE CONTRACTOR DELAY COMPLETION OF THE PROJECT ARE DIFFICULT TO ASCERTAIN OR ES11MATE BUT COULD BE SUBSTANTIAL; 111. THAT SUCH DAMAGES ARE MEASURABLE NOT ONLY BY THE POTENTIAL LOSS OF WATER SALES TO THE • . ALSO jf POTENTIAL GROWING CROPS DISTRICTS CUSTOMERS AND/OR Ill i. •i# CLAIM AGAINST # DISTRICTS i - 3• RIGHTS; IV. THAT, UNDER SUCH CIRCUMSTANCES EXISTING AT THE TIME THIS CONTRACT IS MADE, THE SUM OF ONE THOUSAND & NO/100 DOLLARS ($1,000.00) PER DAY FOR EACH AND EVERY CALENDAR DAYS'D LAY IN RESTORING THE STINE CANAL TO FULL OPERATION (AS THAT :.. TERM IS DEFINED IN SUBPARAGRAPH (3) ABOVE) IS NOT MANIFESTLY UNREASONABLE AND THEREFORE IS VALID AS LIQUIDATED DAMAGES. IN ADDITION TO ANY OTHER LIABILITIES CONTRACTOR O OTHERS ARISING OF OR ASSOCIATED WITH A DELAY IN COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL BE LIABLE TO AND SHALL PROMPTLY PAY TO THE DISTRICT AN AMOUNT EQUAL TO ONE THOUSAND & 0 DOLLARS Er:00 00 DAY FOR :.. x ',. III EVERY CALENDAR DAYS'DELAY IN THE RESTORATION •kIII CANAL : C ',,.Ill If ■rOPERATION • # a A TERM IS III',,. IN SUBPARAGRAPH � P AI1r x111 • NUMBER CALENDAR -. A: • III, # PRESCRIBED i is •i ',, >! • ALLOWED THE PERFORMANCE OF • BEING THE •.,, OF III C DURING III 7. IF THE CONTRACTOR BECOMES SUBJECT LIQUIDATED DAMAGES # t ABOVE, AND IF THE DISTRICT PROVIDES OF THE FACT III',, OWNER • d AMOUNT I` DAMAGES), THEN THE OWNER SHALL RETAIN THE AMOUNT OF DAMAGES SO SPECIFIED, PLUS TWENTY—FIVE PERCENT (257o) THEREOF's FROM ANY THE CONTRACTOR CONTRACTOR UNDERTHIS CONTRACT.O SUBSEQUENT TO 7THE CONTRACTOR • - ,. IIIF SUBMIT EVIDENCE O -,. OWNER THAT THE CONTRACTOR A PAID ALL DAMAGES ALLEGED PURSUANT SUBPARAGRAPH l... A --. x----. ABOVE. 'rIII,',. ABSENT OWNER, SHALL O RETAIN i AMOUNT • D'' NOTICEIN THE • ',,. DISTRICT OWNER, PLUSTWENTY-FIVE PERCENT F THEREOF, AND SHALL \4 • III' FUNDS PROVIDED. lr 8. AGREED , • • • --, OWNER, ',,. i THE CONTRACTOR III......... DISTRICT UPON I� -. • PROJECT, CONTRACTOR HAS NOT SUBMITTED EVIDENCE -. OWNER - A THE CONTRACTOR S PAID A DAMAGES ! ALLEGED TO BE I■`R' TO DISTRICT R • x • I IN THE NOTICE FROM DISTRICT �`1 OWNER, AMOUNT 4 II Ii SHALL DEDUCT I DAMAGES, PLUS APPLICABLE INTEREST CALCULATED FROM THE DATE OF SAID NOTICE AT A RATE OF TWELVE PERCENT (127o) PER ANNUM, .III SHALL PAY THE - DAMAGES --. THE DISTRICT FROM THE FUND WHICH HAD BEEN :Ill COMPLE11ON OF THE PROJECT .. III DTO EEMED Ill i OCCUR RECORDING M SUBSTANTIAL PERFORMANCE °,ii OF THE PROJECT WORK BY THE CONTRACTOR, III CESSATION OF WORK ON . PROJECT 711 CONTRACTOR, 1 #i • FIRST OCCURS. 9. FULL COMPENSATION FOR COMPLYING WITH EACH AND ALL OF THE TERMS AND PROVISIONS CONTAINED IN THIS SECTION ENTITLED 'RELATIONS WITH KERN DELTA WATER DISTRICT", SHALL BE CONTRACT PRICE i rID r PROJECT • •AID • VARIOUS THE j k .:., CONTAINED III',, �' ADDITIONAL COMPENSATION ' , '.,, •. ALLOWED THEREFORE. -. w,.... PURPOSES OF 'R !111! LATIONS WITH .i..- DELTA WATER DISTRICT, OWNER SHALL 1•Ik:...... DEFINED PROPERTY i • #111 •.;i • 11. ALL MANHOLES SHALL BE PRESSURE 1i,,i MANHOLES • III' DOWN LIDS. BRIGGS12. CONTRACTOR SHALL COORDINATE THE PROCUREMENT OF THE ,,,; : Amill... SPII L ,.. In I OL 11h Fm wa u T F00 -all NOTE: 1. PRIOR TO THE START OF ANY PHASE OF THE CITY OF CONSTRUCTION, --. DEPARTMENTCONSTRUCTION INSPEC11ON SHALL x - HOURS ,,,, KERN D. NOTICE.SHALL BE GIVEN 48 HOURS CITY OF ! TELEPHONE. TELEPHONE:KERN DELTA 834-4653 2. AH MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY EEl :... KERSFIELD AND KERN DELTA WATER 3. KERN DELTA WILL INSPECT AND MONITOR THE CONSTRUCTION AND INSTALLATION IRRIGATION LINE. CITY OF BAKERSFIELD WILL MONITOR INSPECT TRENCHING, DEPTH, AND ,, AND BACKFILL I .., IRRIGA11ON LINE. VICINITY MAP SPECIFICATIONSENGIN E'S STATEMENT THESE PLANS AND UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD --GW-IE WITH M­iKE7BRMtq9N, NZ-KERNF-IJELTA—W, r I ORDINANCES, STANDARDS, BOARD.REQUIREMENTS NOTE- OF THE ADVISORY AGENCY OR OTHER REVIEW ANY OR VIOLATIONS OF. THOSE ERRORS, OMISSIONS, ORDINANCES, EASEMENT LEGEND- UPON DEVELOPMENT OF THE ADJACENT PARCEL (APN 540-010-19), SAID DEVELOPER SHALL STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTIONs WIDE EASEMENT GRANTED TO THE STINE CANAL COMPANY BE RESPONSIBLE FOR ABANDONING IN PLACE BY FILLING THE IRRIGATION LINE WITH SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED FOR LATERAL CANAL PURPOSES RECORDED JUNE I . a 1928 IN CONTROLLED LOW STRENGTH MATERIAL (CLSM) OR APPROVED MATERIAL. DEVELOPER TO PLANS SUBMITTED TO THE BOOK i PAGE a O.R. (THE EXACT LOCATION IS NOT SUBMIT THE MIX DESIGN TO CITY OF BAKERSFIELD AND KERN DELTA WATER DISTRICT FORASCERTAINABLE FROM RECORD) APPROVAL PRIOR TO FILLING THE IRRIGATION LINE. s LAIRt NEPTUNE l / J R. ♦ E. 55102 I FRIPRtf) TRACT _ — . T ♦ , . l a ___�_ fff / . SEC ( / I E I I w i ,.� I NOTE- ♦ EITHER: ACTOR SHALL SEND A PIECE OF THE CONNECTING PIPE TO , BRIGGS SO THE OUTFALL CAN BE CONSTRUCTED WITH THE PIPE INSTALLED. OR 2. GIVE BRIGGS THE OUTSIDE DIAMETER OF THE CONNECTING PIPE SO THAT BRIGGS CAN CONSTRUCT THE OUTFALL WITH A HOLE THAT WILL FIT THE PIPE. THE CONTRACTOR SHALL THEN SLIP THE 1INTO THE OUTFALL AND GROUT. E3" T A N U % A T m Umm - E T A I L =E; : umft' ;:SMI E PER KERN DELTA WATER DISTRICT _._.__ _—____-__-- ----------loft APPROVED BY. GREGG STRAKALUSE, R.C.E. 58663 DATE (_ 3 _ 7 8( ( ( �. ®```.( ( JfJ I aj I I I --------- P H A IS 21 I ( ( ( ®` IN4,Z/f ( as 1 $5 DATE /cmpj;� -4f APPROVED B Y: STUART J. PATTESON, R.C.E. 44898 LO .....18" IR!t1ION 60 WE SINE CANAL C)MPANY S— 4 LA'RRAL CANAL EA! EMT 18" IRRIGATION E DEPUTY PUBLIC WORKS DIRECTOR APPROVED AS TO CANAL REQUIREMENT 4 ff / fJ II , n1i+� ���� ; wurlwlnn IRI WINDING STREAM AVENUE D %L B-1 8"D_ Ij STEVEN TEGUA, GENERAL M4NWGER DATE 1 Tf OF KERN DELTA WATER DISTRICT 17 ( IQ J7 ( LLJ 4" SEWER (( -AV, E ( of DENOTES SHEET NUMBER FOR IRRIGATION 00 (22 1 I CD 0 21 ( ( E V) KEY MAP • • TOTAL 18"IRRIGATION LINE 100# PIP 823 LF 24" IRRIGATION LINE 100# PIP I C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE T.O TOP OF MANHOLE SDMH STORM BRAIN MANHOLE INV. . INVERT OB CATCH BASIN SHEET TI TLE ELEVATION GB GRADE BREAK P/L PROPERTY LINE S/W SIDEWALK E.P.EL/ELEV. GE OF PAVEMENT FH FIRE HYDRANT l EXISTING �I C/G CURB & GUTTER I I C.O.B. CITY MONUMENT .6 PROPOSED GATE VALVE & VALVE Fn BOX 0 DRAINSURVEY STORM m1 EXISTING STORM DRAIN `,;' EXISTING uj SEWER MANHOLE PROPOSED t BLOWOFF ASSEMBLY EXISTINGPROPOSED I ) Q EXISTING STORMIMANHOLE , PROPOSED BOLTED DOWN IRRIGATION I IR—IRRIGATION SCALE.- 1 as s j I I I 23 42 4 ( 13f. f NOTE: IRRIGATION LINE WILL BE MAINTAINED BY KERN DELTA WATER DISTRICT TOP OF MANHOLE CENTERLINE PROPOSED STORM DRAIN PROPOSED SEWER PROPOSED WATER ut PROPOSED IRRIGATION TRACT BOUNDARY -_-----________--------_—______--EXISTING IRRIGATION EXISTING EXISTING EXISTING STORM DRAIN EXISTING GAS PHASE LINE EASEMENT LEGEND SECTION LETTER ___SHEET WHERE SECTION IS SHOWN IRRIGATION IMPROVEMENTS TOTAL 18"IRRIGATION LINE 100# PIP 823 LF 24" IRRIGATION LINE 100# PIP 10 LF THRUST BLOCK 4 EA STANDARD MANHOLE W/ BOLTDOWN LID 1 EA STANDARD TURNOUT 1 EA RIP RAP 4 CY INDEX OF SHEETS SHEET TI TLE 1. COVERISHEET 2. RIO VERDE DRIVE & WINDING STREAM AVENUE THE BEARING OF S a as E FOR THE WEST HALF OF THE NORTH LINE OF SECTION a 30 .a R. 27 E M.D.M. USED: (AND THECENTERLINE OF McCUTCHEN ROAD) PER THE FINAL MAP OF TRACT 7359 WAS USED FOR THE BASIS OF BEARING FOR THIS MAP. BENCHMARK INTERSECTIONTOP OF CONCRETE MONUMENT AT THE CENTERLINE AND HOWELL DRIVE. ELEVATION 366.605 (U.S.G.S. DATUM) PERCITY OF BAKERSFIELD PLANS FOR CONSTRUCTION OF BUENA VISTA TRUNK SEWER PHASE 11. BENCHMARK • r TOP OF RIM OF SEWER MANHOLE #55. ELEVATION = 346.79 THIS MANHOLE IS LOCATED s • . OF THE CENTERLINE INTERSECTION MONUMENT AT PROGRESS ROAD AND McCUTCHEN ROAD. LEGAL.DESCRIPT1,0,N; BEING A MERGER AND RESUBDIVISION OF PORTIONS OF LOTS 26 AND 31 OF SECTION OF COUNTY OF KERN STATE a CALIFORNIA,OF ACCORDING TO THE "'SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY as FILED JUNE f 1897 IN THE KERN COUNTY RECORDERS OFFICE. Know what's below. �C Fn uj d _ FUTURE R/W 21+00 EX. WS S i 17 8„S I z g I I © Z I + I I xI II z CV CU 000 O � C4I �° I I I + I 04 ;I i Z i i i �f1• 1 1 18IR z I 1MNDING STREAM AVENUE SEE RIGHT 364 362 360 358 356 354 352 350 348 346 344 342 10'x10' PER c.3�0s I I 1 .a. s m.rr.•.i s ei �. I I I i N 8917'33" W '23.39' EX. 15"S S RIO VERDE DRIVE STA. 21+90.05 C.L. TO 23+20.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 338 ---- - A SECTION 2 SCALE: 1"= 50' HORIZ. 1" = 5' VERT. 364 362 360 358 356 354 352 TE 350 aJNE 348 346 344 342 340 338 ,,358 ;356 2354 ;352 X350 0 45' BEND BLOCK SCHEDULE 13.49 M.H./MH r • " INSTALL 13. LF —INSTALL OF 18 IRRIGAT DN IRI IGATION PIP 0 0.1 % OF $" IRRIG ON ELEVATION PIP 0 0.119 v I« EX./EXIST. EXISTING • IP 0 0.1 0 8"S UTILITY: PROPOSED BOLTED DOWN IRRIGATION MANHOLE W WATER S -SEWER G -GAS D -DRAIN 0 IR -IRRIGATION O W U=TTER rA_'�_SECTION 2 SHEET WHERE SECTION IS SHOWN a. p.. z in J (n-Z J 04 00 W F V- —o �> in in> dl tn— I Lq0000 oV cV0 o - W W0 N M 1 i i 1 • � f. M <N • > Q� s( QN Q W Q w (n LL FlNiSHD SURFA *in W It (n ABOVE PIPELINE — -• i APPRO (MATE STING OUND INV. 18"IR 338 ---- - A SECTION 2 SCALE: 1"= 50' HORIZ. 1" = 5' VERT. 364 362 360 358 356 354 352 TE 350 aJNE 348 346 344 342 340 338 ,,358 ;356 2354 ;352 X350 0 45' BEND BLOCK SCHEDULE BEARINGTHRUST AREA IN SQUARE M.H./MH r • ` • FLOWIfIINE C.L. CENTERLINE ELEV. ELEVATION T.O.M. let .« INV. INVERT all ELEVATION PA PROPERTY UNE E.P. I« EX./EXIST. EXISTING • CURB & {ATTER EXISTING STORM DRAIN MANHOLE 8"S UTILITY: PROPOSED BOLTED DOWN IRRIGATION MANHOLE W WATER S -SEWER G -GAS D -DRAIN - v IR -IRRIGATION EASEMENT LEGEND U=TTER rA_'�_SECTION 2 SHEET WHERE SECTION IS SHOWN a. 1 i i 1 • � f. 338 ---- - A SECTION 2 SCALE: 1"= 50' HORIZ. 1" = 5' VERT. 364 362 360 358 356 354 352 TE 350 aJNE 348 346 344 342 340 338 ,,358 ;356 2354 ;352 X350 0 45' BEND BLOCK SCHEDULE BEARINGTHRUST AREA IN SQUARE M.H./MH r • ` F.L. FLOWIfIINE C.L. CENTERLINE ELEV. ELEVATION T.O.M. let .« INV. THRUST BLOCK DETAIL t t 4.0' min. � 1 8 Di min. Dick t t concrete pad, see Note 10 for concrete � mix requirerneols PLAN AT SURFACE Standard Manhole frame Concrete !Manhole Pad and Cover with Boltdowrn 6 Bolt Watertight Cover 18 0' mox., os measured from top of corse. 80' min. 24 min. 2. !lotarr, dry pocked (20' moxa Note 4 C.O.B. 2 (MODIFIED) 48 mom. I .- - )ps (rubber ng) are If plastic pipes hole. See Note 5 for monhole base concrete mix requirements RIO VERDE DRIVE SEE LEFT -- -- �- -- — -- [IT ONTRACTOR SHALL FILL EXISTING IRRIGATION DITCH PER SEPARATE GRADING PLANSUM ERT TO* ((3ST'A[ MM -AAD XCCEPTANCE`OF NEW 18" IRRIGATION UNE WITHIN C.O.B. RIGHT OF WAY1 X P-RPER C.O.B. STD. D-10 7t<= — W I.- �. IL ' A f , , 05EX, I RRI GA` 10_N i = 4) i--- �_ �, V' 10 H___�A S 2� 1 2 3 z — _ 4 0 5 6 s - .-- �. _.._ .M _.._ ._ _r _. _. _. _ _...... _ _. _ a _ ._ ..........._ _. ___. 7 8 x m 9 1 --L _j co I . I inj c�.�1 �l� I i ci ci w -Q Cn~ , N I w �rm I i 1z P H JA S E 12 S 44"[7'33" E i 20' IRRIGATION EA ENT N NI i + i / ;' ,�',d'• i I 13.49, I I PER DOCS Z al R/W I i I IZ r- 1l FE Chi + I I; i i 18"IR 18"D WCn W - Q I I ...... FL FL SECTION G)"FERNO" WATERSTOP OR APPROVED EQUAL AT ALL MH PENETRATIONS 5 s y 1. ALL CONCRETE • BE CLASS 4 " UNLESS OTHERWISE2. MANHOLE CASTING SHALL BE TO SPECIFICATIONS FOR "STANDARD MANOLE FRAME AND COVER" - MANHOLE COVER $HALL HAVE CAST THEREON IN RAISED LETTERS IRRIGATION, LETTERING TO BE 3" IN HEIGHT & RAISED SMOOTH3. ALL CHANNELS SHALL BE TROWEL. THE SHELF SHALL BE SLOPED TOWARDS THE EL AT 5%. SHELF SHALL BE BROOM FINISHED FOR SLIP RESISTANCE. 4. ALL MANHOLE SHAFT AND GRADE RING JOINTS SHALL BE FILLED WITH "KENT SEAL #2" OR APPROVED EQUAL BUTYL RUBBER JOINT SEALANT. ALL INTERIOR JOINTS OF UNLINED MANHOLES SHALL BE TRIMMED OF EXCESS JOINT SEALANT, MORTARED DAND WIPED SMOOTH. CONCRETE5. •' MANHOLE BASE AND PAD SHALL COFORMTO THE REQUIREMENTS OF THE MATERIAL CONTENT OF THE CONCRETE } «, . CONCRETE CONTAIN ADDITIVES PRIOR APPROVAL IS OB FROM THE CITY ENGINEER. PRECAST MANOLE BASES WILL NOT BE ALLOWED. 6. MANHOLE BASE SHALL BE POURED AGAINST UNDISTURBED OR COMPACTED SOIL. THE BOTTOM SHAFT SECTION SHALL BE WET SET OR SET IN A PREFORMED GROOVE WITH APPROVED BUTYL RUBBER M+. i }. } SHAFTING THICKNESS OF CONCRETE ABOVE MAIN OUTLET PIPE SHALL BE INCREASED TO 7 / EX. I1 S89'i33"E 69$.21' _......_..�...,.u..... S .„ter.,.,.. .,_ 11+00 N89'17'33"W 261.81' ` ? 2+00 " y' _, - N$9'i 7'33"W -D _ - - o " 4z �' FL 8 S 13+00 a 14+00 " " N$9'i7 33 W - - -1 p u I I • i `' �ieD "' 260.00 S �- 18-D 53.14' I ! f i Li tr I I R/W ! R/W r.0� 22 / We W � citLLJ 1- 17 17 1 I i 10 :� / .�� o / , < j I i 3: / �� I iC14t V. -I — — — — — — —I fl I; //�, - _- iW 3g� N + 16 ^�11 21 � � 24 41' a P cr f A I / �� f uric i I c ii I i I c RIO VERDE DRIVE SHOOTING STAR COURT RED IRON STREET SEE LEFT M E '% ff- _% E M M EL nuh EASEMENT LEGEND w1i'm U I rq U OvAdn' k T mmft h A mmm A 'V''ff �h I& ME N E O 60' WIDE EASEMENT GRANTED TO THE STINE CANAL COMPANY STA. 16+62.79 C.L. TO 17+26.79 C.L. FOR MAIN AND LATERAL CANAL PURPOSES RECORDED SCALE: 1" = 50' HORIZONTAL JUNE 25, 1928 IN BOOK 128, PAGE 284, O.R. (THE EXACT 1" 5' VERTICAL LOCATION IS NOT ASCERTAINABLE FROM RECORD) we INSTALL 10.35 LF 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 PIS RIGHT--OF-WAY M.H./MH r • ` F.L. FLOWIfIINE C.L. CENTERLINE ELEV. ELEVATION T.O.M. let .« INV. INVERT all ELEVATION PA PROPERTY UNE E.P. I« EX./EXIST. EXISTING C/G CURB & {ATTER EXISTING STORM DRAIN MANHOLE 8"S UTILITY: PROPOSED BOLTED DOWN IRRIGATION MANHOLE W WATER S -SEWER G -GAS D -DRAIN - v IR -IRRIGATION EASEMENT LEGEND U=TTER rA_'�_SECTION 2 SHEET WHERE SECTION IS SHOWN APPROXIMATE EXISTING HGL APPROXIMATE F1NI ED I __ ------ - "_- _ - / EX. NE CANAL -_- ' tle 0e __ _e Oe tle O OO e_ P I " INV. 8"IR N . E MET _ INV I EX. 8"S R/W RIGHT--OF-WAY M.H./MH 10+00 LEGEND: ABBREVIATIONS F.L. FLOWIfIINE C.L. CENTERLINE ELEV. ELEVATION T.O.M. TOP OF MANHOLE INV. INVERT ELS ELEVATION PA PROPERTY UNE E.P. EDGE OF PAVEMENT EX./EXIST. EXISTING C/G CURB & {ATTER INV I EX. 8"S R/W RIGHT--OF-WAY M.H./MH MANHOLE SMH SEWER MANHOLE SDMH STORM DRAIN MANHOLE CB CATCH BASIN tB GRADE BREAK S/W SIDEWALK FH FIRE HYDRANT XRW EX. RIGHT-OF-WAY IR IRRIGATION Q SURVEY MONUMENT N PBoOPOSED GATE VALVE & VALVE 119 • 354 NOTE: MANHOLE WILL BE ELIMINATED TOP OF MANHOLE STORM DRAIN MANHOLE EXISTING GATE VALVE - - D STORM DRAIN JUNCTION BOX W-, PROPOSED FIRE HYDRANT PROPOSED SEWER CATCH BASIN ASSEMBLYEXISTING FIRE HYDRANT it PROPOSED SEWER MANHOLE a PROPOSED 2" BLOWOFF - - --- TRACT BOUNDARY ----------------------- ASSEMBLY (SS EXISTING SEWER MANHOLE /—PIPE SIZE O EXISTING STORM DRAIN MANHOLE 8"S UTILITY: PROPOSED BOLTED DOWN IRRIGATION MANHOLE W WATER S -SEWER G -GAS D -DRAIN - v IR -IRRIGATION 8"S INV 12+00 13+00 14+00 LEGEND (CONT.): 119 • 354 NOTE: MANHOLE WILL BE ELIMINATED TOP OF MANHOLE - - -- CENTERLINE - - D PROPOSED STORM DRAIN ----- • S PROPOSED SEWER W PROPOSED WATER it PROPOSED PROPOSED IRRIGATION --- - - ---�- - - --•-•- - - --- TRACT BOUNDARY ----------------------- EXISTING IRRIGATION - s -- EXISTING SEWER - W EXISTING WATER EXISTING STORM DRAIN EXISTING GAS - v PHASE LINE EASEMENT LEGEND U=TTER rA_'�_SECTION 2 SHEET WHERE SECTION IS SHOWN 356 16+00 »+oo } m 354 NOTE: MANHOLE WILL BE ELIMINATED 352 LINE IS EXTENDED 350 348 346 0 344 V) w o: 342 340 338 336 < 334 332 330 328 326 324 322 320 15+00 16+00 »+oo 18+00 NOTE: MANHOLE WILL BE ELIMINATED WHEN THE IRRIGATION LINE IS EXTENDED WITH PHASE 3 & 4 SCALE: 1 " = 50' 50' 25' O' 50' 100' •below. Call before you dig.