2007-713 G (Plans) 7 THE CONTRACTOR MUST CALL "DIG ALERT OF 5OUTHER8 5T02MWATER POLLUTIaV CONTROL MP NOW (PART A) .RELATIYE TO CON5TRUC77GYV ACTIYIT/ES
SITE A,0AM5i• LEGAL OE5CR/PTIGW OWNER••
RIGHT Of WAY NOTE.• 15 CUT ANO F/LL SLOPES 5H4LL BE CUT AND TRIMMED TO fIN15H GRADE TO PRODUCE CALIFORNIA " TO HAVE UNDERGROUND SERVICE UTRITIE5
3003 WILDFLOWER AR. REMAINDER PARCEL PER PM 18730 OR. PAUL SARKARIA
5800TI 5URMCE AND UNIFORM CROSS SECTION. THE 6LOPE5 OR EXCAVATION AND LOCATED PRIOR TO CONSTRUCTION. TI-115 CALL WILL BE COWCRETE Y45h TUT fN
CINIMS, CA. 9202¢ ANO 447MEEN 5ACAR/A
OWNER 15 TO OBTAIN A CONSTRUCTION PERMIT FROM 7HE 6NGINSRING fNBANKMENTS 5H41L Be SHAPED. PLANTED AND TRIMMED A5 ,0l&CTe0 BY THE MADE A T LEAST 46 HOURS !N ADVANCE
PRIOR TO ANY WORK CONTRACTOR SHALL fSTAB1I5H AND 0. AN ADEQUA7ZL Y 517E0 CONCRETE 3315 LILAC SUMMIT
OEPARTiNENT AT LEA5T 48 /IOUR5 PRIOR TO WORKING IN 771E PUBLIC RIGHT Of ENMNSR Of WORK AND LEfT NA NEAT AND ORDELY CONO/TON. ALL 5TOM5, 90075 BEING PERFORMED IN PUBLIC
RIGHT-OF -WA Y» (DIG ALERT W45HO/IT AREA TO CONTAIN WA5hWT W051Z5 ON SM. T 15 ILLEGAL TO W45H CONCRETE, SLURRY, )VORTAR, OWNERS CERT/f/CATE 00#1TA5, CA 92024
WAY. f4lLU,RE T9,00 50 AlL RESULT AN 155UANLE Of A 57OP WORK NOTICE AND OTHER WASTER MATTER fXP05E0 OR EXCAVATON OR EMBANKMENT SLOP-05 WH /OV PHONE: 000-227-2600)
PHONE.• (619) 9417 -2860
AND DOUBLE PERMIT Mfg. IT /5 T17E RE5PON5 /B /TLITY Of THE OWNER TO STUCCO, PLASTER AND THE LLCE INTO TIE STORMWATER CONVEYANCE SYSTEM OR
ANY RECE/VNG WATER.
KNOW WHERE H/5 /HER PROPERTY LINE /5. ARE LIABLE TO BECOME L005NED SHALL BE REMOVED AND DISPOSED Of. 7M TOE B. ALL EX /STING FAC1L/T1E5 WHICH MA Y AFFECT PROJECT
CONTRACTOR SHALL P05T A 5IGN DE510477NO THE WA5HOUT LOCATION / &E) HEREBY CERTIFY THATA REG /STEREO SOILS ENG /NEER
AND TOP Of ALL SLOPES SHALT BE ROUNDED /N ACCORDANCE W /TI TiL` GRAD /NG CON5TRUCTION, I.E, LINE CRO55ING5, LINE PARALLELING, OR
OR GEOL0615T HA5 BEEN OR WILL BE RETAINED TO 5UPERV /5E PERM /IEf
ORDINANCE. PROP05ED CONNECTION5 SHALL BE FIELD VERIFIED BEFORE COM5TRLIC776 W 51TE 4 CCE55 OVER ALL GRADNG ACTVTY ANO
A.005f ON THE COMPACTON 09, PAUL 94A(404 DRAINAGE N017. ANY CONSTRUCTION BEGINS. AND STABILITY Of 771E STe. 3315
LILAC SUMMIT
16. ALL TREES, B05H GR,455, AND OTHER O0JEC77a04&Lf M,47ZRIA 9. L 5114LI BE THE CONTRACTOR 5HALL FURN 15H AND lIV5TALL PER THE A STAB
/L/ZEO CON5TRVCTION 5TE ACCESS 5//ALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT fNCINITAS, CA 92024
NO CONCENTRATED ORWNAGE fLOW5 ARE PERM/TTEO OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE D/5P05ED Of Off TIE 5/T-# BY THE CONTRACTOR 50 57ANDARD SPECIFICATION5
THE APPROPRIA TE BUR /ED UTILITY TRACK /NG DIRT Off SITE. TN/5 SHALL /NCLUOE U5 /NO MATERIAL 5UCH A5 GRAVEL AND /OR CORRUGATED STEEL pq�_�__� � _T�___g �_________
PHONE (619) 987 -2880
LINE5. W 0IZR /5 TO DRAIN AWAY fROM 9T.RUC7URf5 FOR A MIN. Of 5 fEET AT A5 TO LEAVE THE AREA5 TIAT HAVE BEEN CLEARED WITH A NET AND FINI5&'O WARNING AND A06JVTIFICA
71ON TAPE ABOVE ALL PUBLIC P4NEL51PL47E5
2 PERCENT AND BE CONVEYED TO AN APPROVED DRA /NAGS FACIL 17Y. APPEARANCE f&f FROM UN5/GHTL Y,0005 APPROVAL Of LOCATION Of 00R15 fILL WATER LIN65 INCLUDING WA
TER LA 7ERAL5 LOCH TED !N
594LL BE SECURED fROM TIE 50IL5 ENGINEER ANO C✓TY ENGINEER PR /OR TO THE PUBLIC RIGHT -OF -WA Y. CQINSTRUCT/ON VEHICLES _
`���
UNITY NOTE D /5P05AL OF ANY 5UCH MA TER/AL 10. WHERE ELE VA TIONS ANO GRADES ARE NOT SHOWN ON THE 51GNA TUBE ___
5 /GNA IURL _ ______ APN264- 091 -93
A 5PEClf /C AREA AWAY FROM GUTTERS AND 5TORM DRAIN 5HALL BE DE5IGNATED fOR CON5TRUCTION VEMCLES X PAUL 5ARKARIA ATt/LEEN
SARKAR /A
ALL UTL /T /E5 SERVING 7115 5M 51141L BE INSTALLED UNDERGROUND. B. NOT /FICAT/ON5
WATER MAIN PROFILE, TOP OF PIPE PROFILE 15 48 IIVCHE5 PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT MA /NTfNANCE ALL MAJOR RE84IR5
5HALL BE MADE
BELOW CENTERL INE OF FINISH GRADE OF STREET. OFF -SITE. RR �
WOO TO BE MAE 1 THE fX15TENCE AND LOCATION Of UNDERGROUND UTILITY P/PE5 AND STRUCTURE5 11. ALL DEFLECTION5 (HORIZONTAL AND VERTICAL) 5HALL BE
Q
590,VN ON THE5f PLAN5 WERE OBTAINED BY A 564RC11 Of AMA4fiLf RECORDS. TO THE MADE BY U5E Of JOINT COUPLING5 WITH 4P MAXIMUM E051GW CONTROL
525 EN6!NE6e5 CFRT/fICATE
A. GENERAL LL BEST OF OUR KNOWLEDGE 771ERf ARE NO EX /STING UTILITIES EXCEPT A5 SHOWN ON
1. DEFLECTION PER COUPLING (22 PER JOINTI. NO BEND /NG
WORK 5HALL BE DONE !N ACCORDANCE WITH ThE5Z PLAN5, NHE T7f5f PLAN5, HOIVEYEK• THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY (CURVING) OF PIPE 5HALL
BE PERMITTED. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE 5 5. SLOPED 5 14q,4 S ESPECIALLY 5HALL Bf D9 c E _ q _�E 6 t / A REGISTERED C11 ENGINEER !N 77E
STATE Cr C e'aY CET (�
A LL PROTECTED AGAINST ER05 /ON BY INSTALLNG ER05 /ON RESISTANT 15TINT SURFACES 514q,45 A5 ER051'ON CONTROL MATS,
?�
5TANDARD SPEC/f/CATON5 fOR PUBLIC WORK5 CON5TRUCTION, TIE DE5 /GN MEA5URE5 TO PROTECT ANY EXI5TNG UTILITZ5 OR 57RUC7URf5 LOCATED AT 12. MANUAL A!R RELEA595 SHALL
BE INSTALLED AT ALL ADEOUATE GROUND COVER VEGETATION, AND BONDED f/BER MATRIX. P01YUPALLY D01NG BUSINESS /N 7HE FIELD OF APPLIED SOIL MECHAN/C5, HEREBY CERTIFY
T/L9T A `
CONSTRUCTON 5TANDARD5 Of 771E CITY Of ENCJNITA5 AND TIE 5AN 0 /EGO THE WORK SIT! IT /5 THE CONTRACTORS RESPONNMUTY TO CONTACT THE fOLLOW/NG HIGH POlNT5 AND BLOW
-OFF5 AT ALL LOW PO/NT5 IN THE 541 AND 57UDY Of THE 901L CONOITION5 PREVALENT W1THlN 7715 SITE. WAS MADE BY ME OR
THE O f
AREA REGIONAL 574#0440 ,09,0 ANY CHANGES OR REV151ON5 THEREFROM OWNER5 Of 5,410 UTILIT /E5 OR STRUCTVRE5 PRIOR WATER MANN PROFILE. PLACE MANUAL AIR RELEA5E5
AND NO EXCAVAT /ON AND GRADING ACTIV/T /E5 ARE ALLOWED DURING UNDER MY D/RECTON THE 50IL5 REPORT CO M1fPILPIL - ZED FRR �3fOR A OM THIS 57UDY, ZIOY, I If RECOMMENDATIONS,
HA5 BEEN 5UBM/ SOIL REPORT. ONE COMPLETE COPY l TTED TO
W
5HALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REOUEST fOR TO ANY EXCAVATION, fOR VERIFICA TION AND LOCATION Of UTC/T/E5 AND NOTIFICATION OF BLOW -OFF5 WITHIN
METER BOX AND LOCATE BEHIND CURB WET WEATHER. e, I HA V MV E REVIEWED T
/NSPECTON. COMMENCEMENT Of WORK.• UNLE55 OTHERW 15E APPROVED B Y DI5TRICP5 IO PC H AVE BEEN
A. 5EWER5 - C50 (CARD /ff SAN/TATON DISTRICT- (760) -633 2770 REPRE5ENTATIM F IRE HYDRANTS MAY BE U59D IN LIEU Of DlYeR510N D/KE5 SHALL BE CONSTRUCTZO
TO Cl/ANNEL RUNOff AROUND THE CONSTRUCTION 517f CONTRACTOR CERTIFY FY 7 HAT THE RECOMMENpA Of THE CITY ENGNEE T10N5 INCLUDED !N THE SOILS REPORT FOOR R GRADING 77-19 PROJECT
T H AND
FURTHERMORE,
2. THE SOILS UPDATE LETTER FOR PROPOSED 5/NGLE FAMILY B. G,45 6 ELECTR /C -SOLE - (7601 -¢341 -6200 A MANUAL A/R RELEASE OR BLOW -OFF WHEN LOCATED AT
5HALL PROTECT CHAAWM5 AGAINST _090510111 U51#0 PERMANENT ANp 7EMP6R4RY EROSION CONTROL MEA5URE5. INCORPORA7P0 !N M GRADING PLAN5 ANO 5PEC/f/CA .
DWELLING, LETAC/ED GARAGE, SWIMMING POOL AND ACCE66ORY C WATER - OL /VENHA /N MUNIC /PAL WATER 015TR /CT -I -800- 227-2600 OR NEAR HIGH OR LOW POINTS,
A5 APPROVED BY THE p
�QPfi55lq,
UNIT AT 3003 WILDFLOWER OR. (LOT C -51 OL/VENHEIN, CA. D. TELEPHONE - 56C BELL - (7601- 489 3¢ll DISTRICT'S REPRESENTATIVE. REMOVE EXISTING
YEGETATON OM Y WHEN AB50LML Y NECES5ARY. LARGE PRO✓fCT5 5HALL BE CONDUCTED IN 5 /GNfO_-- - - -l�a -%�- — / rt•
PREPARED BY NORTH COUNTY COMPACTlONENG, /N 200> 5NALL2�5 E CABLE 7Y - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 h/ETER T TO BE LOCH T 0 -FEET (ROM A
/DE LOT LINE. AOT PNA55 54 AVO /D UNNfCE REMOVAL OF 77E NATURAL GROUND COVER 00 NOT REMOVE 748E5 OR SHRUBS ,Rce NO..______ �� g _— ___- ____ —__ � L� 19393
AND TERRA TEC/d A PA T O 171. DA TED JUL Y 27, TEMPORARY VEGETATON MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCT /ON /5 NOT /ryMED /A7EL
Y PLANNED - T � m
UNNECf55ARlLY YELP DECREASE ER05 /ON. - ___ _�"' ___cx . 9/30 a
5H,4L LBE ONf /N ACCOROAN W /TN THE COM%#,04TI N5 NG BEGINNING ANY WORK ON 77119 PROJECT. PHONE.• (760-63,Y-2770 EX /STING CURB OR /MPR/NTEO NEW C CURB
T ALL TER fOR ER0510N CONTROL PURP05E5. ER05ION 5HALL BE PREVENTED BY PLANTNG FA5T GROWING ANNUAL AND — 1
2. CONTRACTOR SHALL NOTIFY 771E CITY ENG/NffRS OfF /CE 48 HOURS PRIOR TO EXP. DA7f_____-- 9'1�'Q� _— ________
AND 5PECIFICATION5 /N 5,410 REPORT SERVICE CRO55ING5.
3. THE CONTRACTOR 5HALL GIVE 24 HOUR5 NOTICE ON CALLS FOR INSPECT /ON. PHONE.• 14. METER BOXE5 5HALL NOT BE PLACED WITHIN DRIVEWVAY5 PERENNIAL
046665 TO 5HIEL0 AND BIND THE 501L. ��
3. APPROVAL Of NI/5 PLAN DOf5 NOT CON5T7U7E APPROVAL Of 9/Z5 (760) 51DEWALK5 WITHOUT THE DI5TR /CT25 PRIOR WRITTEN (760) - 633 -2770. ALL WORK PERFORMED
WITHOUT BENEFIT Of INSPECT /ON W /LL Be PLANT PERMANENT VEGETATON A5 SOON A5 POSSIBLE, ONCE EXCAVATION AND GRAD /NG ACT /Y/T/E5 ARE COMPLE71
LOCATION AND TYPE Of DRAINAGE fArJU77f5, NOR Of /MPROVEMENT5 WITMN 5UB✓ECT TO REJECTION AND CON59NT. 5TATEMEIVT Of ENGINEER
Of WORK
5T,RZET RIGHT- Of -WA Y5. SEPARATE APPROVAL5 ANp PERM/75 FOR THE5f 594LL REMOVAL. 15. ALL WATER 6ERVICE5 FOR IRRIGATION, MUL T/PLE WATER U5AGE
fOR ,0115T CONTROL 5HALL Bf MINIMIZED
BE REQUIRED IN CONJUNCTOIV WIT A1PROYEMENT PLAN5. R95IDENT /AL COMPLEXE5, COMMERCIAL OR INDUSTRIAL THE 11N095 10NEO ENGINSR
AGREE5 7114T THE WORK PERFORMED BY THE ENGINEER 511ALL COMPLY
D. EROSION CONTROL Off AL90 Bf5T MANAGEMENT PRACTICE NOTES Sff SHEET 21 DEVELOPMENT 5HALL HAVE APPROVED BACKFLOW ON- -SITE CON5TRUCTION MATERIAL STORAGE
WITH THE GENERALLY ACCEP7Z0 5TANDARD5 AND PRACTICES Of TIE fNCJNEER5 TRApf OR
4. WR /T7fNPERM/55 /ON 5HALL BE OBTAINED fOR ANY Off517Z PREVENTION DEVICE ON CU5TOMER5 510E OF WATER METER. PROfE55 10N THE
ENGINEER fURTt" AGREE5 POT THE WORK PERFORMED HEREN ROLL BE /N
GRADING 1 /N CASE EMERGENCY WORK /5 REQUIRED, CONTACT D4Yf GRAY AT 16 CONTRACTOR 5HALL TIE Off ALL VAL VE LOCAT/ON5 AND 5TORE0 MA7ZR145 9MLL
Bf CONTAINED /N A 5ECURE PLACE TO PREVENT ACCORDANCE 071 177-9 RULE5 AND REGUCATONS REOU /RED BY 77HE C 17Y OF ENCINIMS, TO THE EXTENT
(7601 -613 -3712, 24 HOUR5. PROVIDE WRITTEN DIMENSIONS TO / NNPECTOR /MMED/ATEL Y 5EEPAGE AND SPILLAGE. CONTRACTOR 5H4LL STORE THESE PRODUCT5
THAT THE ENGINEER CONTROL5 5UCH PERf091y4XE. THE ENGINEER AGREE5 NOT ANY PLANCHEGC OR
5. CONTRACTOR 5HALL TAKE ANY NECE55ARY PREC,4UTION5 REOU /RED TO UPON / N57ALLATION Of VAL VE5. WHERE THEY W /LL 5TAY DRY OUT Of THE RAIN.
CONTRACTOR 51OLL REVIEW PERFORMED BY TIE C/TY Of ENC/N/TA5 IN ITS CAPACITY .45A PUBLIC EN777Y FOR TIE PLAN5
RROTZCT ADJACENT PR0PERTX5 OURNG GRADING OPERATIONS. ANYTHING 2 EQUIPMENT AND WORKERS fOR EMERGENCY WORK 5HALL Bf MADE AVAILABLE AT ALL 17 LINE VAL VE5, WHERE
REQUIRED A T STREET PROV /DE 5E65N5ARY CONTAINMENT fORALL fV61 5T5RE0 ON -5M. PREPARED BY THE ENGINEER 15 NOT A DETERMINATION BY THE C17Y Of ENC/N/TA5 Of THE
7aECHN /CAL
DAMAGED OR DE5TR0YE0 5HALL BE REPLACED OR REPAIRED TO C0II0/TON T1105 DURING THE RAINY 5E450N (OCTOBER 1 TO APRIL 15) ALL NECESSARY MATERlAL5 INTERSECTIONS 5HALL
BE LOCATED AT THE TEE WHENEVER SUfflMNCY OR ADEQUACY Of THE PLAN5 OR DE5 /GN AND IT THEREFORE DOE5 NOT RELIEVE THE
EXISTING PRIOR TO GRADING. 5HALL BE 57OC,KPILE0 ON 517E ON OCTOBER 1. AT CONVENIENT LOCATlON5 TO ET
AGGRE
A
P0551BLt ENGINEER Of RE5PON5 /B /LITY fOR THE PLAN5 OR DE5lGN Of IMPROVEMENT5 A4660 THEREON. THE
ELlMNATE OR REDUCE POLLUT /ON Of STORMWATER (ROM 5TOCKP /LE5 KEPT ON -SITE. 5TOCKP /LE5 MAY INCLUDE
6. TIE DEVELOPER 5H4LL BE Rf5PON5IBLE TH4T ANY MONUMENT OR BENCH fACILITATf RAPID CON5TRUCTION Of TEMPORARY OfVICE5 WHEN RAIN 15 IMMINENT. 141. f /RE HYDRANTS,
A5 APPROVED B Y THE APPROPR /ATE ENGINEER AGREE5 TO AV00 /fY AND HOLD HARMLE55 THE CTY OF ENCN/TA5 AND /T5 Offlcm,,
SOIL, PAR /NG MATER /ALS, SPHALT CONCRf7� GAIZ BASE, C. 5TOCKP /CE5 5HALL BE LOCATED AWAY FROM
MARK WHICH 15 D15TIRBEO.OR DESTROYED 51OLL BE RE E5TABLlSHEO AND FIRE 015TRICT AND MEETING THE D15TRICT'S 57ANDARD CONCENTRATED TORMWA7fR 5TORM114TZR
fLOW5 AND 57O6M0RA 1N /NLE75 9TOCKPKE5 5HALL BE COVERED OR AGfNT5 AND EMPLOME5 fROM PROPERTY DAMAGE OR 000%Y INJURY ARISING SOL& Y FROM THE
REPLACED BY A REG /STEREO C/V!L ENGINEER OR A LICEN5E0 LAND 3. Of 11105 SHOWN ON PLAN5 5HALL NOT BE MOVED OR MODIFIED WITHOUT THE 5PECIFICATION5, ARE TO BE
IN5TALLED AT LOCATION5 PROTECTED W/7X 50IL 5TAB/L/ZATION MEA5URE5 AND PROVIDED W/THA TEMPORARY SEDIMENT BARRIER AROUND T& NEGLIGENT ACTS, ERRORS, OR OM15510N5 OF TIE ENGINEER
ANO HI5111ER .40#75 OR EMPLOYEES
SURVEYOR APPROVAL Of THE ENGINEER /NG NSPECTOR. 5PEC/FIED BY TIRE FIRE DISTRICT. PERNEIZR AT ALL TIME5. ACTING W /THIN
TIE COURSE ANO SCOPE Of 50CH AGENCY AM EMPLOYMENT AND AR151NG OUT OF THE
19. ALL D951GIV CHANGE5 TO THE WATER 5Y5TEM 5HALL BE WORK PERFORMED BY 77E ENGINEER.
4. THE CONTRACTOR 5HALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING APPROVED BY THE D/5TiR /CT REPRESENTATIVE IN WRIT /NG
7. THE CONTRACTOR 5HALL DESIGN, CONSTRUCT AND MA/NTAN ALL ORDER TO 5,4T15f4CTION Of 771E C /7Y ENGINEER AFTER EACH RUN -Off PRODUGNG PRIOR TO CONSTRUCTION AND
ACCEPTANCE Of 771E CHANGE. T�IN/NG
,0511105, ,0511105, INCLUDING SHORING, AND 5HALL BE RE5 9 FOR CONFOORMING RNING THE RAINFALL. 20. THE WA TER 5Y5TEM 5HALL BE PRE55URE 7E5 TED
IN CONTRACTORS' EMPLOYEE5 WHO PERFORM CONSTRUCTION IN THE C/TY Of ENGNITA5 ROLL BE TRAINED TO BE BY. �� DATE
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH 5T40405 LAWS AND ACCORDANCE WITH THE PROCEDURE5 IN THE OMWD /X1 W /7H 771E C /7Y Of eNCINITIS
5TORMWAMR POLLUTON CONTROL REQU/REMENTN THESE BMP N07Z5 5HALL -- ------- ;- --
REGULATIONS. 5 ft CONTRACTOR 51141L INSTALL AD01710N4L ER0516W CONTROL MEA5URE5 A5 MAY 57ANDAR0 6PECIF/CATION5. THE CLA55 Of PIPE 5HALL BE BE
AVAILABLE TO EVERYONE WORKNG ON 51TE. TIE PROPERTY OWNER(5) AND 7M PRIME CONTRACTOR 8U5T 5TEPHEN B. PEIZR
6. GRAD /NG ANO fQ[//PMENT OPERATING WNTH /N ONE HALF (1/21 MILE Of A BE R90111MD BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADNG OPERATION OR USED A5 THE DE5/GNA
TED WORKING PRE55URE fOR T95 TING INFORM 5000NTRACTOR5 ABOUT STORMWAMR REQU/REMENT5 AND TIE /R OWN RE5PON5 /B2/TIE5 RCf NO.: 38623
L1Nf0Rf5fEN CIRCUMSTANCE5 WHICH MA Y AR /5f. ALL PIPE, VAL VE5 (CL05ED) AND APPURTENANCE5. fXP. DATE.• 3 - 31 - 09
Q�10F ES$ /O
HOURS OF 5.•30 Pd AND 730 A.M. NOR ON 5A7URDA M 6LNDAY5 AND CITY E 6 THE CONTRACTOR 5H,4LL BE RE5PON5/BLE AND 5H,4LL TAKE N,5055ARY PRECAUTlON5 ACCORDANCE WITH A
5 P CTIOIV 15041 OF 771E OIVWD 5TAIVDARD CON�� TOR /BLE fOR PROPERL Y D/5P05/NG Of ALL WASTE mo UNU50 CONSTRUCTON B & B fNGINffR /NG, INC
RECOGN/Zf0 HOL /DAYS. TO PREVENT PUBLIC 7A56PA55 ONTO AREA5 WHEN /MPOUNOEO WATERS CREATE A 5PEC /FICA770N5 PRIOR TO TIEIN OR CONNECTION TO 44I70AL5
DUMPING Of UN115M OR W457E PROMM ON THE GROUND, WHERE WAMR CAN CARRY THEMINTO ='
H424005 CONOTION EXI5TING 5Y5TEM FACILITIES. BACTERIOLOGIC QUALITY TE5T TIE CONVEYANCE 5) /5 5TR/CTLY PROHJBIT9,0 1611 A SOUTI920395(
DR/Vf '285
w RICE 38623 m ,
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRAD/NG MEfTNG V1415M, CAL /f. 92083 R
� Ex 03/31/09
HA5 BSN HELD ON91M W /TI 1T1E FOLLOW /NG PEOPLE PRESENT. CITY 7 ALL ER05 /ON CONTROL MEA5URE5 PROV /OED PER THE APPROVED GRAD /NG PlAN RESUL T5 5HALL CONFORM
TO THE CRITERIA SPECIFIED IN NO 5EEPAGE fROM OUMP5NZR 5H,4LL BE 015CH06W INTO 5TORMWATER. BE05 /DIKES 5HALL BE PLACED AROUND 7ZCEPHONE 710. (760) 945 -3150
* P' \�
/N5PECTOR, CIVIL fNGNEER, 50IL5 ENG/NSR, GRADING CONTRACTOR ANO THAT SPEC /FICA TION. `� CIVIL
5HALL BE INCORPORATED HEREON. DUlP5MR5 TO D /VERT 771E NATURAL STORM RUNOff. OU1YP5l7Z5 5H4LL BE CHECKED M.620ZNTL Y FOR L,6445
97
PfRemet. TIE RRfGR,4a Meema 5HALL BE SCHEDULED WIT/ 777E C/TY AT 22 CONTRACT RECORD DRAWINGS MUST BE SUBMITTED flUMP57ZR L105 5HALL REMAIN CL05f0 AT
ALL TIME5. 0UNP54EC5 W/THOVT L109 5H4LL BE PLACED W/TI /N F OF
LE45T 48 HOURS IN ADVANCE BY CALLING (619) 633 2770. 8. GRA0E0 ARf,45 AROUND THE PROJECT PERIMETER MU5T 09,4171 AWAY FROM THE (ACE PRIOR TO FINAL ACCEPTANCE OF
WORK. THE PLANS MUST 5TRUCAIRf5 W/TH IMPERVIOUS ROOFING OR COVERED W /TI TARPS IN ORDER 70A Y010 RAIN CONTACT 0TH ANY
OF SLOPE AT 171E CONCLUS /ON OF EACHWORK DAY. PROV /DE P05T CONSTRUCTION VERIFICATION OF THE TRA5HMA7ZR/ ,4L.
10. PRIOR TO H,4UL/NG DIRT OR CONSTRUCTION MANER14L5 TO ANY PROPOSED LOCATION AND ELEVAT /ON OF PIPE5 AND APPURTENANCE5.
CONSTRUCTON 517E WITHIN TH15 PROJECT TIE DEVELOPER 5HALL SUBMIT TD 23. CONTRACTOR 5HALL GUARANTEE ALL WORK FOR A
9. ALL REMOY ,480E PROTECT /Vf DEV /CE5 SHOWN ROLL BE IN PLACE AT THE END Of MANY CONSTRUCTION MATZR/ALS, /NCLUD/NG SOLVENTS, WATER -8,4520
PA /NTS, VEHICLE FLU /p5, BROKEN A5PH,4LT
AND RECEIVE APPROVAL fROr'1 THE CITY ENGINEER FOR TIE PROP65EO HAUL EACH WORKING DAY WHEN THE flVf (5),0,4 Y RAIN PROBABILITY f00C,49T EXCEEDS PERIOD Of ONE (1) YEAR
AFTER THE DATE Of ACCEPTANCE AND CONCRETE, WOOD, A0 CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATER /AL5 #1197 ,0E TAKEN o 0
ROUTE. THE DEVELOPER SHALL COMPL Y Wl7N ALL COND /TONS AND FORTY PERCENT (40 %). 5 /LT AND OTHER pE6R /5 SHALL BE REMO fOR THE PROJECT. CONTRACTOR 5HALL REPAIR
OR REPLACE TO AN APPROPRIATE LANDFILL OR 0/5P05f0 OF A5 HAZ,400615 W ,457E fOR INFORMATION ON D /5PO5AL OF
VED AFIZR EACH
REOU/REMENTS TIE CITY fiNGINEER MAY IMPOSE W/IH REGARDS TO THE ANY OR ALL 5UCH WORK, TOGETHER WITH ANY OTHER WORK HAZARDOUS MAIZR /AL, CALL
THE HAZARDOUS WA57Z HOTL /NE TOLL FREE AT (8001 7141195. FOR / NNFRMATION m
HAULING OPERATION. RAINFALL. WHICH MA Y BE 015PLACED IN 50 DOING THA T MA Y PROVE ON LANOfILL5 ANp TO ORDER DUMP97ER5 CALL EDCO AT
(760) 4364151 R
DEFECTIVE IN WORKMAN5H /P AND /OR MA TER /AL5 WITHIN THE N
11 UPON FINAL COMPLETION Of TIE WORK UNDER TIE 0,40107 PERM /T BUT GENERAL POTABIf WATER 5Y5Tf1Y A(OM5 ONE -YEAR PERIOD FROM THE DATE Of ACCEPTANCE
WITHOUT POLLUTANTS 5HALL BE KEPT Off EXP05D 9URMCE5. PLACE TRASH C416 .4#0 RECYCLING RECEPTACLES AROUND L
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELE45E Of 5ECUR/TY AND REQUIRED fOR 5UB0 /II /5 /ON IMPROVEMENT PlAff EXPENSE WHAT50E14ER TO THE DISTRICT, ORDINARY
WEAR THE SITE G�
0G �
A5 GRADED CERTIFICATION 5H4LL BE PROVIDED 5TATING: 'THE GRAO/NG UNDER 1. POTABLE WA7ER WORK5 5HALL BE CONSTRUCTED IN AND TEAR, UNUSUAL ABUSE OR NEGLECT
EXCEPTED. PORTABLE TO/LE75 8115T .Of !N GOOD WORKING ORDER ANO CHECKED MOUENTLY fOR LE4K5 CONTRACTOR 5HALL t i
PERMIT NO 713-6 H45 BEEN PERFORMED IN 5UB5TANT/AL CONFORMANCE WITH ACCORDANCE WITH THE DETAIL5 AND MA TERIAL5 A5 24. ALL VALVE BOX INSTALLATION FOR BURIED
VAL VE5 IN P,ROYIDE SECONDARY CONTANME AWA
NT ANO LOCATE PORTABLE TOILETS Y FROM STORMORMN 1NCf75 ON PERVIOU5 Q
THE APPROVED GRADING PLAN 6R45 5HOWN ON THE ATTACHED,45- GRADED SPECIf /ED IN THE M05T RECENT EDITION OF THE OL/VENHAIN PUBLIC PAVED 5TKEET WITHIN THE COUNTY
Of 5AN D /EGO
,
SURFACES.
5 ND RD �
PLAN' T1115 5 5TAIZMENT 5HALL BE FOLLOWED BY THE DAIZ ANp 5/C,^G47URE MUN/C1PAL WATER D 15TR /CT (D /5TR /CT) STANDARD 58ALL ADHERE TO THE CO UN 5 TY
REGIONAL TA A
Of Nf CIVIL ENGINEER Wh'0 CERTf/f5 5UCH GRADING OPERATION. 5PECIFICA TION5 AND DRAWING5 FOR THE CONSTRUCTION OF DRAWING5 NO W -12A AND W -12B fOR VAL
VE WELL COVER ALL CONSTRUCTION OfBRl5 SHALL BE KEPT AWAY fROM THE STREET, GVMR, AND 57 CONTRACTOR IY09T �Iq�E L /LAC 5
WATER MAIN5 AND FAC /LIT /E5, INCLUDING ALL AMENDMENT5 AND VALVE WELL FRAME AND A55EMBL Y. ROUTNELY CHECK ANp CLEAN UP MATERNAL THAT
MAY HAVE TRAVELED AW ,4Y fROM CON5TRUCTlON 5/TE CLE �qs
/2. ALL GRADING 5HALL BE INSPECTED AND 725720 BY A QUALIFIED 50/05 ADOPTED PRIOR TO THE D157RICT APPROVAL DATE ON THESE 25. ALL IRRIGATION METER5 5HALL
BE SERVED WITH dl M �tiF
ENGNEER OR UNDER H/5 0/RECTION HE 514LL lNgPf CT AND 7!5T 771E PLAN5. CONTRACTOR 5HALL HAVE A COPY OF THE 57ANDAR0 RECYCLED WATER UNLE55 RREVIOU5L Y APPROVED
IN WRITING fOR MORE INFORMATION ON 5TORMWAMR POLLUT /ON CONTROL 10.4 5URE5 AND REQU/REMENT5 PLEASE CONTACT Cp
EXCAVATION PLACEMENT AND COMPACTION Of RLL5 AND BACKflLL5 AND 5PEC/FICATION5 ON THE JOB 51TE AT ALL TIMES. BY THE D157RICT. TIE ENGINEERING DEPARTMENT,
CITY Of ENCINITA5 AT (760) 633 -2770. S ST
COMPACTION Of TRENCHES. HE 5HALL 50MIT SOIL5 REPORTS A5 REQUIRED 2. THE 5UB1YI55ION AND REVIEW OF ALL 500MITTAL5 (5HOP
AND MILL DETERMINE THE 5U /TAB /UTY Of ANY fILL MA7ZR14L. UPON DRAWINGS, 5IX 5ET5) A5 REQUIRED BY THE 5TANDARD ENYIKOMACA TAL DA TA -'
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COMPLETON Of GRADING OPERATIONS Hf 5H4LL 51A To TI/AT OB5fRVATION5 5PECIfICATION5 ARE TO BE ACCOMPLI5HED PRIOR TO 7rlE D 5IMPE5T EX15TINO NN4 7UR,4L 5LOPE
ON -5 17E =21 BMP Project Status:
AND IZ5T5 WERE MADE BY MM OR UNDER HI5 SUPERVISION AND 711AT IN Hl5 PRE - CONSTRUCT /ON MEETING WITH THE D157R/CT'5 2) MAXNUM VERTICAL DEPTH Of CUT = 4'
WADFL O EP
OPINION, ALL EMBANKMENTS AND fXCAVATONS ARE ACCEPTABLE fOR 771(!9 INSPECTOR. 3) MAXIMUM VERT /CAL DEPTH Of f /LL = 6'
�� v9< <F 1146 C5
INTENDED USE. 3. UNLE55 OTHERW 15E NOTED, CONNECT(ON5 TO EX.551VG PRIORITY O r STANDARD yo
MAIN5 5HALL BE MADE DRY. THE TIME AND DURATION OF
41 AVERAGE DEPTH Of CUT = 200 C.Y ✓34,600 5.f. x 27 = 1.55 fT o �
I3. TIE CONTRACTOR 5HALL PROPERLY GRADE ALL EXCAVATOO 5URfACE5 TO 5) AYf,RAGE DEPTH Of FILL = 200 C.Y. /13,000 S.F. x 27 = 4.1 fT '9V07E
/MPERUlt7U5 AREA:
ANY 5HUTOOWN5 Of EX15TIIVG MAIN5 5HALL BE 5UBJECT TO
PROV /DE P05/TIYE DRA /NAGS AND PREVENT PONDING OF WA1ZR. HE 5HALL X5,000 50 FT = PRIORITY PROJECT POPP HHLLS LN
CONTROL SURFACE WATER AND AVOID DAMAGE TO AOJOINING PROPERTIES OR APPROVAL BY 771E D157 RICT. 9I57R /CT 5HALL BE NOTIFIED EARTHWORK. MA/NTAINANCE
AGREEMENT REQUIRED /MPERVl0U5 AREA PRIOR TO CONSTRUCT /ON 0 5O fT
flN1517ED WORK ON THE 517E.00 SHALL TAKE REMEp /AL MEA5URE TO PREVENT TWO WEEK5 MINIMUM /N ADVANCE OF ANY 5HUTOOWN. CUT = 200 C Y. fILL =A90 C. Y.
JMPERVIOU5 AREA fOR M05CAAE 5,500 50 fT
ER05 /ON Of fRESHLY Y GRADED AREA5 UNTIL 50CH TIME 45 PERMANENT 4. CONTRACTOR 5HALL
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