2001-9-WO PLANS FOR THE IMPROYEMENI OF WORK TO BE DONE
f. A PERMIT SHALL BE OBTAINED FROM 7HE CITY OF E7VCIAZAS E7VGINEEWMG SERVICES c
( SE V W 19 07TOM B LOT UNE,/1�71GHT- OF-WAY LINE IMPRL EMENTS' CONSIST OF
THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS THE CURRE7Nr'
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT- OF-WAY. ti SAN DIEGO COUNTY DEPARTMENT OF PUBLIC #VRKS STANLWRD SPECIRCATIONS
AND SPECIAL PROWS?ONS fOR -
2. THE STRUCTURAL SECTION SHALL BE IN ACCORD ACE WITH CITY OF EWIN ?AS PUBLIC iV , E4 9A
/MPROV VENT OF SUBDMS/ON STREETS' AND STAND4RD REFERENCE DRAW /NG.S �
#t7RKS STANDARDS' AND AS APPROVED BY THE C17Y ENGINEER . OP VALI/E TEST SHALL BE 0 WNER /PERA�1 /TTEE
-�-
REQ UIRED PRIOR TO C0A�5'17PUC1TON. 6 000 S L O;
.1 APPROVA Of' TMESE APPRIOVAL OF ANY CO CnON OUTSIDE THE PROJECT "N� W� TER NOTES G10MCORDIA BIOMES
..�
44 ALL UNDERGROUND UTILITIES WHIN THE STREET RIGHT- OF-WAY SHALL BE S NOTES 7 130 AVEN /Q�I EMC /N ?AS SUITE 201
'
CONS'TRUCIED, CONNECTED AND TESTED PR /OR 7t7 CONSTRUCTION OF BERM CURB, 1. WATER MA /NS, LATERALS AND APPL 7 ID SHALL BE CbAS77PUCTFD ALL WORK TO
BE DON£ /N ACCOR50CE WM THE STA/Nom SPECIRC47710AT FOR CARLSBG4D CAL/f t7RN/A 92009-4857
(760) 804 -1576
CROSS GUTTER AND PAVING. ACCORDING M THE STAA04RD SPEC /F�4770NS OF 7,%f SAN D/EGU/TO WATER PUBLIC #VRKS COA57RUC77ON (LATEST EDITION), 7HE SAN
D /EGO STAM614RO
5 THE EXISTENCE AND LOC477ON OF DI'ISPA47 UNDERGROUND FACILMES SHOWN ON D/S7RICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARAN7FE ALL NVRK FOR SPIDAL
PROWSIONS 727 THE STANp4RD SPECIRC477ONS FOR PUBLIC NVRKS S TANDARD DRA ` W NGS
7NES'E PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS 70 175E A PERIOD OF ONE YEAR AFTER 7HE Q4 7F OF ACCEPTANCE. CONSTR!/CT ION, (AD0P7FD
BY 771E SAN DIEGO REGIONAL STANDARDS COMMITTEE), SD. W.D. =SAN O/EGU/727 W,41£R D /SIR /CT. en
BEST OF OUR KNWL
OEDGE, TMEIE ARE NO 07�IER EX /STING FACIL177ES 2. UNLESS EXCEPT AS NLESS OTHERWISE AA07ED, ALL CONNECTIONS 70 EXISTING MAINS #XL BEE MADE 1R�£
SAN DIEGO REGIONAL STANLZ4RD DRAWINGS (LATEST EDITION), AND THE 257- 020 -01, 254 - 614 -01, 02 AND 05.
ZAA S.D.R.S.D. =SAN D /EGO REGIONAL STANDARD DRAWING. �
SFOWN ON THESE PLANS h+IOWEVER, 7RF CONTRACTOR IS REQUIRED 70 TAKE BY THE CONTRACTOR, UNDER THE SUPERWS /ON OF SAN DIEGUflD WATER D/S7R/CT. FOLLOWING
SPECIAL PROVifS/ONS.•
PREU770NARY MEASURES 70 PRIO7FCT ANY EXLST/NG FACILITY SHOWN HEREON AFTER PAYMENT OF THE EYRA07FD COST BY THE DEVELOPER, COA?RAC7OR SHALL
AND ANY OPNEX WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. COORDINATE WITH DISTR ICT ALL ARRANGEMENTS FOR HIGH - LINING, TEMPORARY 1. TREWCH
WID7H SHALL BE PER SD.R.SD AV S -4 UNLESS OTHERWISE NOTED � � p
8� LOC477ON AND SLEVA77ON OF /MPIZOVFME7N7S 70 BE MET BY WORK 727 BE DONE SEINCES, ETC, PRIOR 70 SHUIDON71l.
4�
SHALL BE CONFIRMED BY RELD MEASUREMENTS PRIOR 727 CONSTRUCTION OF NEW 2. P /PIE AND 6►EDD /MG COND/TIDIU IMPROVEMENTS MAVARD
DWG NO SYMBOL QUANTITY
WORK. CON7PAC70R WILL MAKE EXPLORA70RY EXCAVATIONS AND LOCATE .� T O PIPE 7 O AND GRADES ARE Nt L SHOWN ON THE WN1ER MANN PPROFILE, (A)
ALL P /PE SHALL AMVF 4 MNIA40M OF
.
Dr157TARG UNDERGROUND FACIL177ES SUFMIENTLY AHEAD OF �UC770N 127 lOA' OF /PE PR+Of)LE .CS 48 INCHES' 6fOW CENTER LINE F/N/SH GRADE OF S77?EFI: 314
1A CH CRUSHED ROCK BENE47H TH£ SUBDMSION BOUNDARY �_►��� N/A
PERM? REVISIONS 70 PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL 4. ALL SE WCES 70 BE CONSTRUCTED CLEAR OF DRIVEWAYS. PIPE.
OF EXISTING FACILITIES B CONTRACTOR 727 FURNISH 1 INCH COPPER WATER SERVICE AND A/FIFR BOX FOR EACH (B) VC.P AND A.B.S. 7RLW PIPE BEDDING
RIW NIA
7. 7HE CONTRACTOR SHALL N077FY 7HE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR FROM BIIOT70M OF PIPE TO 12) 7WELVF
70 STAR77NG WORK NEAR COMPANY FACIL177ES AND SHALL COORDINA7F HIS #VRK R?ES/DEN7Z4L LOT.
INCHES MINIMUM ABOVE 1N PIPE SHALL
W77H COMPANY R£PRESE)'NTA77VES 8 CONTRAC7ORS SKILL ACQU /RE A 7REWCH/AG PERMIT FROM THE CALIFORNU BE SAND, GRAVQ, CRUSHED AGGREGATE
� SEWER --�-- NIA
AV7ICE ALL EYEC7RIC AND GAS SERNCES WITH /N DMS/ON OF SAFETY FOR ALL 7R£NCH WORK. M7AE FREE - DRAINING GRANULAR .
7H /S PRIQ/ECT ARE 7INDERGROUND MA7ER/AL , NAMING A SAND EQUIVALENT OF
/MSTALLARONS ". FOR LOCATION OF 7. INSTALL R7RE HYDRANTS' 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXL5'T5 OR JO � BEE77ER.
D07. H , N � -- --W-- NIA
SZ EC7RXAL CABLES' AND GAS P /P /NG AND 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE COA57RUCMD.
APPURTENANCES d PROVIDE AIR RELEASE ASS•EMBL /ES• AT ALL HIGH POINTS IN WATER MW/N. ('C) V.0 AND AB WALL PIPE
CONTACT THE SAN DIEGO GAS AND ELEC7R/C BEDDING FROM 6! BlOTT27M OF PIPE 1t7 f? £X/S'T• SrOR1/ DRAIN -
COMPANY 9. CONIR4CTOR Sf>'ALL OBTAIN EMCRPOACHMENT PERM? FROM THE CITY OF ENCYN ?AS INCHES MINIMUM ABOVE IN E PIPE SHALL
I VIA
BE 314 CRUSHED ROCK. ARSE SOLID
TELEPHONE.• 1 (8010) 422 -4f.�3 (DIG ALERT) FOR ANY EXCAVA776W W77H /N EXISTING CITY RIGHT -OF -WAY. WALL PIPE MAY B£ USED ONLY WHERE 4"
OR 6" ACC. ROLLED CURB SEE DETAILS .SHEET 2 - - - - - - 6,42(7 L..F
8 7W CON7RACT27R SHALL N077FY PACIFIC BELL PR /OR 70 STARTJ7V0 f0. TINE DRS'TRICT REWIRES 17�fi4T COMPAC770N TESTS BE TAKEN WHERE WATER L/NE5' PIPE
INVERT GRADES ARE 1X OR
WORK NEAR COMPANY FACIL177ES AND SHALL COORD/NA1F HIS Wt7RK ARE INSTALLED WITH /N EXISTING COUNTY RIGHTS' -OF -WAY, CITY OF ENC /N ?AS GREA7FR.
� 12, 100 SF.
WITH COMPANY REPRESENTATIVES RGHTS' -OF -WAY, PRNA7F EASEMENTS AND 7HE RESULTS APPROVED BY 4HE CITY OF SIDEWALK G -7
NOTICE.• ALL TELEPHONE SERVICES WITHIN 7N/S 3 AFTER COMPLETION OF PIPE LAYING, ALL MANN UNE SEWERS, SEWER SEI WE'
�
PIRGVECT B"IOUNDb4RY AND 7lNDERGROUAV DWC/N?AS� BEFORE THE WA1EI LINES ARE ACCEPTED AND A COPY SENT 727 THE SAN LATERALS AND STRUC7URES SHALL BE 7EST£D
IN 7HE PRESENCE OF 7XF INSPECTOR. •DRNFWAY W?H ROLLED CURB 0- 14B 84 E4
INS rALLAT70NS fOR LOC477ON OF O/EGU/Tt7 WATER DISTINCT OFFICE. A/R PRESSURE 7ZSr SHALL BE USED UNLESS 07HERMSE D/REC7F0 BY ZHE
Cro
GABLES AND APPURTENANCES' CONTACT.• 11. PRIOR 70 AWARDING WATER LINE CONTRACT, OMER SHALL AD ASE PROSPE'C77W INSPEC70R.
PACIFIC BELL. CON7R4C70RS 70 OBTAIN AND REVIEW CURRENT SAN DIEGUITO W47FR DISTINCT 4. THE CONSMVC770N OF P.C.C. SEVER MANHOLE PER &D.R.SD.
AVIb S -f7.' POURED IN CROSS GUTTER G- f2
O
7ELEPHONE.• 1 (800) 422 -4133 (DV ALERT) SPECIfrATTONS. PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR R7NISHED COMPLETE A THE
9. IT SAWL BEE 77VE RES'PONS/B /L/7Y OF THE DEVELOPER 70 CONTACT THE 18X/1)' _ f2. THE COAITRAC]'27R SHALL NOTIFY THE DISTRICT'S /NSPEC77fON DEPARTMENT 48
77ME OF POUR. PRECAST MANFOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH *PEDESMAN RAMP 0-27 8 E4
AGENCIES: ADMISE THEM OF THE PROPOSED IMPR%fVE7N73; AND BEAR 7HE COST OF
RELOCATIONS IF NEEDED. HOURS IN ADVANCE OF BEGINNING WORK 70 ARRANGE FOR INSPEC7ON OF PROJECT. COLLEC727R SYSTEMS WITH INSPECTOR'S S APPROVAL
P. V C SEWER S -4C, S -19 -- � --- - --
f0. ALL 7EEEKS/ON SERVICES NM#A( 77575 PRIQ/ECT ARE 7INVENGROUND 13. FJLL ARENAS MUST BE COMPACTED 70 90X, PR /OR 70 PIPE /NSTALLA770N. 5 THE
CONSTRUCTION OF 4 INCH SEWER LATERALS PER &D.R.SA M0. S -13 AND S -14. (�D.R. 35, S/ZE SPECIFIED ON PLANS) 3,215 LF.
INSTALLATIONS'. FOR LOCA77ON OF CABLES AND APPURTENANCES CONTACT LATERALS SHALL NOT D/SCHARIGE D /REC7ZY IN70 MANHOLE. O
TELEPHONE 1 (8(00) 422 -4133 14. APPROVAL OF THIS PLAN BY SAN DIECU170 WATER DISTRICT DOES MOT CO�� 8 THE L1pMSTRlaC110N OF CONCRETE ANCFOR
WALLS PET? .SD.R.S:D. M7. S- f0., TIP£ A SEWER MANHOLE S -17 -- 15 E4
11 POWER SOURCES AND RUNS SERVING STIMET LIGHTS SHALL BE SHOWN ON 7HE 'AS A REPRESENTA770N AS 70 THE ACCURACY OF, 7NE LOCA77ON OF, OR THE EX�CS7FXF'
61L/ /L 7' IMPROVEMENT DRAWINGS. ALL SOURICES SHi4LL BE LOC.r4 TFD WITH /N THE OR NON -EX /S TONCE OF ANY UNDERGROUND UT/L� PIPE OR STRUCTURE W77HIN 7.
ALL MAINS AND LA 7FRALS SN ALL BE CONSTRUCTED WI7H 42 /NCH MIN /MUM COVER. SEWER LA MM 4" OR? 6' P. V: C. 5 -13, S- f9 S 84 FA,
DED/CA7ED RIGHT -OF -WAY OR W17HIN EASEMENNTS DIDICA7ED 70 7HF CITY OF THE LIM17S OF THIS PPOIECT. B. THE FINAL LOCA77ON AND ELEVA770N SEWER
AND WA7EI MAINS AND LATERALS
E7IIC /N ?'4S. SHALL . 6E SHOWN DyV OR/G/I1G4L AS- B►U /LT PLAINS; PR /OR 727 ACCE7�TAMCE OF ih7RK.
12. NO PAVING SHALL BE DONE UNTIL D'SWAIG POWER POLES ARE RELOCATED OUTS /DE LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE R7ELD VERIFIED. ALL
STl7RM DR4/N D-80 (BEDDING) '�" f, 4
15. ALL Dr STRMG FACILITIES MNIrCH MAY AFFECT FINAL DESIGN, /.E. LINE CRIOSSIMG.= 85 S F.
THE AREAS 127 BE PAVED. E7Y/ST/NG OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WAIEI 9 ALL DESIGN Cf>UWGES OF SEWER ARMS SHALL BE
APPR7IDVID BY 17�/E DISTRICT
13. 7HE CIONTRAC70R SHALL 1V077FY AND OBTAIN APPROVAL OF 77N£ CITY ENGINEER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELEC7RICAL AND SEWER 127 E71FG/NEER
IN W7Pl17NG PR /OR 127 ACCEPTANCE FOR PUBLIC USE. S7I7RM DRAIN CLEANOUT ('TYPE A7 D-9, D-11, D -61 - 6 EA.
PRIOR 70 MAKING CHANGES IN THE D. . CR10.5'S UNDER WATER wA(S UNLESS GNEN WRITTEN PERM /SS /ON BY TH£ SAN 10 FILL . L AREAS MUST BE COMPAC7ED
727 9OX PRIOR 727 PIPE' INSTALLA770N.
144 ALL SIGNS 70 BE ALUMINUM WITH 3 FOOT HIGH /N7FNS/TY TYPE REfZEC77W FACE DIEGO/TO WATER D/S7R /CT.
OR EQUIVALENT, 11. THE CON7RACTOR SHALL A4077RY 1 HE DISTRICT'S FTEZD OPOU77ONS DA1/ISION 48 CURB INLET -TYPE f'
D 2, D- f Y. D- f2 -_ _._. __ . '' __ -- : 5 EA `
Y�WTRACTOR SHALL REQUEST FROM TINE CITY E7VGINEEhS OFFICE A PRE- f8 WATER CONNEC77ONS TO CIDAA EWML DEVELOPMENTS' SMALL HAVE AN APPROVED HOURS IN ADVANCE
OF BEG INNING #ORK TO ARRANGE FOR INSPECTION OF PROJECT PROJECT As L BACWfZOW DEVICE INSTALLED 7t7 THE DISTRICT'S S477SFAC77ON. 84CKfZOW -
PHONE MO. 633 2770. AVC WATER MAIN (CL 150 D. P - 11, AWWA ARMbAL M?3 - - 3 F
085 L
CY� MEETING AND SHALL PROVIDE 17 AT LEAST 48 FOURS OF NOTICE FOR DEVICES ARE 70 BE INSTALLED DIREC77 -Y OUTSIDE CITY OR COUNTY RIGHT- OF-WAY
(SIZE SPECIFIED Off PLANS SW.D. O P. V. C. PIPE DESIGN AND INSTALLA770N'
SUCCH A MEETING. (633 -2770) OR OU7SIDE WATER D /STRICT EASEMENT REPAIR, MAINTENANCE, AND ANNUAL 12. CONTRACTOR SHALL OBTAIN A PERM? MM 7NE
CITY'S EMINEFRI VG SERNCES'
I& ALL CUT AND FELL SLOPES OVER THREE' (3) FEET CREATED BY GRADING FOR STREETS 7ES77NG OF BACKFLOW DEVICE OR RESPOA SIBIL17Y OF OWNER. DEPARTMENNT
FOR ANY EXCAVATION WITHIN D(1S7TNG CITY R /GH7S -OF -WAY. G47F VAL VF W -15K W -121, W -128 - - -��--- 6 E4
AND L RIkEWAYS SHALL BE HYDROSEEDED WITH CITY OF ENC /N ?AS APPROVED fj 7HE' CON7RAC70R SHALL AND HEREBY DOES' GUARAN7FE ALL OVRK FOR A PERIOD
HYDRIOSEED MIXTURE. HYDROS£EDED SLOPES' SHALL BE IRRIGATED BY WATER 17. M�V7I IMU�t�/ I�R20NTAL SEPARA770N OF 10 FEET REQUIRED BETWEEN nRF HYDRANTS
OF ONE YEAR AFTER hHE DATE OF ACCEPTANCE OF THE WORK BY 7HE OWNER AND 8" FIRE HYDRANT AND AS3FWLY SAWD P-1 -�-� 5 EA
7IUCK UNTIL THE MIXTURE GERM /NATES AND GROWTH /S' ESTABLISHED. AND SAN Y)
DIEGO GAS' AND ELECTRIC VAULTS SHALL REPAIR OR REPLACE ANY OR ALL SUCH N'EORK, 727GE7HE7� WrIH ANY 077IER (2 -WA
17. ALL LUMINARIES SHALL PROVIDE 7RUE 910' CUTOFF, AND ALLOW N FE
O f3C4PE OF WORK WHICH MAY BE DISPLACED /N SO DOING, 7HAT MAY PROVE DEFECTIVE IN
LIGHT ABOVE 7HE FOR /ZONTAL 18 UTXMffS 70 MAINTAIN MIN /MUM 5 RIOT SEPARA7701V WHEN PARALLEVAC W47FR WnRKMANSH /P AND /OR MA7FRI�4LS W1TF/IN TINE
ONE YEAR PERIOD FROM LLI7F OF 2 " BLOW OFF SD.W.O. P-4 7 E4 CONC FLOWS ACROSS DR ANDIVR SIDEWALKS SHALL MOT BE SERVICES
ACCEPTANCE WITMOUT EXPEINSE WA750EVER TO THE OWNER, EXCEPTING
PERU CURB 127 / UTTER /N P O rRAAGM/TTED UNDER SIDEWALK, THROUGH FACE 19 C O �FRE' HYDRANT, METERS S VE5, A _ LVF BOXES, ANY D 7m r #� ORDINARY
#FAR AND TEAR, UVUSU4L ABUSE OR NEGLECT �� XU W UAI AIR RELEASE ASSElWBLY SD.W.D. P -10 � 7 FA.
AfFFC7ID BY 7NE7R PR AECr 144 CON1R4C70R SHALL FURNISH AND INSTALL, PER SPEC /f7CA770A% nVF APPRIOPRI47F
19.
THE DEEVELOPER SHALL BE RESPONSIBLE THAT ANY WAVMENT OR BEEWH MARK BURIED UnLITY WARNING AND /DEN IF1047TON TAPE ABOVE ALL PUBLIC SEWER STREET
LIGHT = 10 E4
WHICH LS DISTURBED OR DESTROYED SHALL B£ RE- ESTABLISHED AND REPLACED BY 20. CONTRACTOR TO SUPPLY DOCUMENTA77ON SHOWING 7M ANY ASBESTOS WATER ONES,
AND PORTIONS OF SEWER LATERALS L0C47ED WITHIN PUBLIC RIGHT- OF-WAY 77
' 7
A REGISTERED CML ENGINEER OR A L VENSEO LAND SURVEYOR. PIPES REMOVED FROM THE GROUND WERE DISPOSED OF /N A MANNER ACCEPTABLE OR EASEMENTS
AC PAVEMENT SEE 7YPICAL SEC770N, SHEET 2 f fO,OOID S.F.
20 THE UEMFLOPER SHALL MARK 7HE LOC477ON OF EACH SEWER LATERAL AND X47ER BY THE SAN DIEGO COUNTY WASTE DMS /ON, f5. %9- BU /LT' DRAWINGS A/UST
BE SUBMITTED MOR 70 FMAL ACCEPTANCE OF 1NE
SERVICE BY CHISELING THE LETTERS 'S" A 'III; RESPEC77VFLY, 2 INCHES HIGH 21. CONTRAC W 7OR 70 COORDINATE M SAN D/E?;UITO WATER D/SMVT 7XF �K
D I I N/A
/N70 7HE FACE OF 7HE CURB. APPROPO47F ORDER IN WHICH SOME OF IRE *VRK SHALL BE DONE. ENHAA PAWkENT 2
� t
21. 7HE ADDRESS OF EACH LOT SHALL BE` PA/N7ED ON 7HE CURB /N A MANNER AND I& 7HE DEVELOPER MAY BE fiFOl/IRED 70 GRAD£ AN ACCESS ROAD 70 MG4/NTA/N
ANY
22 USE THE FOLLOWING VAR /OUS COMBINA770N6 OF PLAN LEA
VW END PIPE LG77IS' W IN PUBLIC SEWERS CON,57RU'C7FD W77HIN EASEMENTS AND MAY BE REQUIRED 70
L APPRIDVFD BY THE /NSPEC727R. HIGH DEREC77ON COUPLINGS AND IN7EGRAL BEELL END PIPE FOR CURVED ALVNM£N?5 DEDICATE ADDITIONAL ACCESS EASEMENTS 70
MAINTAIN 7HE PUBLIC SEWERS
22. Ail L #VRK SHALL BE DONE /N ACCORLZANCE W71H 17yE STANL7ARD SPECIJ7rLA770NS _ 1" COJ�PER WATERS SERVICE S�D.W.D.
P-2 W' � 84 'FA
FOR PUBLZ7RKS C770N (L CONSTRU (LATEST EDITION), THE SAN DIEGO STANDARD IN BOTH hOR /ZON'TAL AND VERTICAL DIREC770NS DO NOT BEND PIPE BETWEEN
RKS COUPLINGS: SAW CUT /N7FGRAL BELL END OF STANDARD PIPE AND BEVEL END 17. WASTEWATER D/SCHAR GF PERMR7S AND PLUMBING PERMITS ARE REQUIRED
PRIOR
SPECIAL t #V
C PEC14L PR OW IOAS 127 70 THE 770N A E ;IA SPEC / I T IO ONS ft7R PU6'LIC Wt7RKS SAN DIEGO REGIONAL STANDARDS COMM?1F£), FOR USE �W37H DEFZEC77ON
COUPLINGS. USE 9.5 f270T PLAIN END PIPE LE7VG77�15 TO CONN£0770N TO SYSTEM. STREET SURVEY &VAVMEM A/- 10 � 12 FA
AND 771E SAN DIE REGIOML STANDARD DRAWNGS ( LATEST EDITION). U FOOT PLAIN END 0N I END GS FOR ALL RID// BETWEEN 740 FEET 727 270 FEET . PIPE LENG77N5'
WITH DEFLEC770N COUPLING'S' FOR ALL f8 NEW SEWER m4/NS LESS THAN 36 /ACHES /N DIAME7FR SHALL BEE /NSPEVW BY
USE 19 RZ70 CLOSED CIRCUIT TELEVISION AFTER COMPLE770N OF 7REACHIM VIA
G BACKR7LL AND LANDSCAPED MEDIAN (5'EE' LANDSCAPE PLANS) A
RID// BETWEEN 270 FEET AND 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH
.T JOINED 7t7GETHER WITH A 19 FOOT PLAIN END PIPE LENG7H 70 FORM A CHORD. FINISHED GRAD1K BUT PRIOR 70 PLACEMENT' OF PAVEMENT OR PERMANENT
-
7RE7NCH RESURFACING CONTRACTOR SHALL PROVIDE MR TELEVISION IAGPEC77OW + CONCRETE' SHALL BE OMAHA TAN COLOR.
ELEVATION SFOW7N a5' f' 1.5' T.C. _ q f 0.0 USE DEFZEC770N COUPLINGS ON EACH END OF THE CHORD AND CUM7YNUE THIS SEA 306- 1 .4.8. )
MM STREET LIGHT MODEL AND WATTAGE TO BESUBM/TT FOR REVIEW
ON PLAN COMBIMI ON T 5/ROUGH 7N£ CURVED ALIGN FO AL L RID // BETWEEN 560 FEET �INOAPPIlO{iAL BY THEENG /VEER AND COMMUNITY
DEVELOPMENT
6 f 01/T#
P r R2
5' " SPECi AUTHORZED BY D/S> R 7�'S RETR E� £NTA7TVF�LI �T BE USED UNLESS � UANT /TIES NOTE DEPARTMENTS PRIOR TO INSTALLATION.
,
� .L ,� , R__0.5 5 LEGEND OF ABBREVIA T /DNS
/A
f6 THE QLwmES SINOWN ON THIS SHEET RIPE ESTIMATED FOR BIIONDNNG AND P1E'RM?
•� PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE fOR OUANT177ES USED B Y A C. C. POR7ZAND CEMENT CONCRETE P. C. R.
POINT OF CURB RE7URN
• VARIOUS SUBCON7R400RS IN ES'TA& S•H /NG THE SCOPE OF NVRK 727 BE PERFtORMED AC ASPHALT CONCRETE P.R.C. PO /NT OF
REVERSE CURVE
" _ENGINEER OF WORD AND DECLARA T/ON OF To COMPLETE mr Co NSTRUC77AN SHOWN ON ZIYESE PLANS
. , : ... e . - ; . • . - o ^ � � CENTEIVNE P. C C Pl0 /NT. OF COMPOUND CURVE
RESPONSIBLE ,,
\ a, R *W RIGHT OF WAY SMS: STREET NAME SIGN
P. /.� f FLOW LIVE ST. LT. STREET LIGHT
rA DETAIL MOD /F /ED 6 ROLLED CURB HE HEREBY D ECL A RE E THAT rsie� c/E RE IN O E R OFF 10VAW FOR 7H �£cT As I u r,E
4E INVERT LZEVA77ON
1 T,C 70P OF CURB
NOT 70 SCALE DEFINED IN SEC77ON 6703 OF 7XF BUSINESS AND PROFESSIONS CODE, AND ThAT 7751E _ 0l,MVL
AV 7F ONL Y WHERE REQUIRED 70 HANDLE _STORM WATER RUNOFF. DE IS CONSISTENT WTH CURRENT STANDZARDS o GARDEAC P. V. C: POLYVINYL
CHLORIDE
3' T WTN SPEC /fTCA770N5 BY DRIVE SD. W., 0. SAN D /EGU/70 WATER D/5TRRICT
NDERSTAND 7mT 7NE CHEEW 0 F PRPIOIIEt: c.
/ U Lm GS
MID
ELEVATION SHOWTV T.C. _ - O. f0 rAE' CITY OF EWIN ?AS /S CON NED TO A REVIEW ONLY AND DOES' NOT RELIEVE M& a °G
It PfROPER7Y LINE o
ON PLAN Q 5' 1 ' 1.5' AS DVG /N OR HVRK,
F , RESR�N51B /L/T7ES FOR R£CT DESIGN = �► OWNERS CERTIF /CA TE �. to
co
R=0.5 " R =2.5 " �.. 5 -q . p Q �pE E s1ON�C 99 IT /S AGREED THAT f7ELD COND?/ONS MAY REwmr Ch mms 7v THESE
PLANSS o
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�6 R. C.E. 44171 �� R Sq Fy Q /T LS' FURTHER AGREED rH4 r 7H£ OWNERP DEVELOPER SHALL HAVE A REG STERED
CIVIL. CIVIL. ENGINEER A(� AF swH H -d
-V f y �, U) fZ LAS ` ( )
- � � � � I v CHANGES; AL7FRAITONS OR ADDITIONS 'E IONS 1D 1NE PLANS' W9�/ICH 7HE CITY ENGINEER
DETERM/NE3' ARE NECESSARY ' `
' O • SfiW //VIC~ c� o m FLORES ( FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 7HE /MPROVFMEN7S
w No. I .
3615 KEARNY VILLA ROAD, W17F 201 � Exp. 6 /30/01 � PACIFIC
SAN DIEGO, CAL /FORMA 92123 °� - ( / FUR77yEI AGREE 127 GIOMME7NCE iN7RK ON ANY /MPRIDVFME7VTS SHOW7V ON 115/ES'E
PLANS W/7H /N E7�ST1� C/7}' z 00
• C1v I\- 5 - RIGHT -OF- -WAY WITH /N 60 QAYS AFTER LS'SUANCE OF 7J'NE COA/S7RUC770N PERM? AND 127 PURSUE
SUCH Wt7RK
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R =2.5 PL 9 T H . o �� ACTIVELY ON EVERY NORMAL WORKING LWY UN77L COMPLETED. IRRESPEC77VE' AND INDEPL7VDEWT
OF ANY OTHER
B ETA /L ti MODIFIED 4 ROLLED CURB
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c A�1� :w s�TE WOK ASSSOCMrED WITH THS PRaIECr OR UNDER MY CON»CONTROL L. W
1
NOT 727 SCALE s.
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ENCINITAS FIRE PROTECTION DISTRICT SEWER AGENCY COMMUNITY DEVELOPMENT COMMUNITY SERVICES REFERENCE ply WINGS 7 130 AI/FNID4
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T 6►OULEYARD (760) 804 -1576 pq c o
ENCINITAS SANITARY D/S RIC / 6287 -G, 6286 -1,, 5790 -I, 5661 -I, 4457- /, 4457 -G,
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