1993-3425 I (Plans)NoText
GRADING NOTES: EROSION CONTROL NOTES: WATER NOTES: RECLAIMED WATER NOTES:
1. ALL WORK SHALL E DOE N ACCORDANCE WIN MM PLAIN, 1. N CAM OM WANDW WDBC M PEQUNM CONTACT OEM HMMB. 1. WHIM MEANS SHALL E OONSi1NICIND
N AOOCADANCE WT1THE H T 1. WRIER SYSTEM SHALL CONFORM 10 IE RILES AND M UUJ►110NS FM �
19 STANDARD SPECiMMM I= MW WORKS • NOME DEPOT, ( 714) 73S-M& DEL7!!�t MA STANDAEi " INVASION OF 1K OUVENNAN RECLAIMED AND NOFPOTMLE
1M1ER IEJMCE OF OUWISMN MUNICIPAL A T
CONIMUCMK 119 DESIGN COISi ILCit01 STANDARDS FOR THE MUNICIPAL CT
AL Oki OlglU. CONTRACTOR STALL HAVE A COPY WAiM DISTINCT. OPOK4NCE NIX 175, DAiED MARGL ISM 'T
CRY OF DICMTM AND I E SAN OEM AEA R GIO AL 2 EMIIEUIT AND WOMERRS FOt EME11E?ICY WOBC SHALL E MADE OF iE STANDARD SPECIFICATIONS ON THE AN S11E
AT ALL
STANDARD DRAMIM. ANY GATES E EVE IONFROM AVALAMILE AT ALL TES DIASM iE RANY SEASON. ALL IAEL L WRiN WDB3 STALL E O NSTMlCM
N ACCORDANCE WITH 111E
SHALL E APPOM D BY THE CITY DNI8EIR PRIOR 10 ANY NECESSARY MAiMMS SHALL E s10C I LUS AT OONVINENT STADARD OF THE OIVONAIM MUNICIPAL WRTI1t
DISTRICT DATED
NEORST I= INSPECTION. LOC:AU M 10 FACILITATE RAPS CONSiIMXIM OF iOIORARY I NO WON WAY PENN OR PROC® ISTMIT 119 DIIEC110N OF 1HE DOMMOk
1957 VEIN WMM* AND MOWED Hl1REMM CONTRACTOR I S 3 r
DEVICIES MEN RAM $ NBBENNT. 0197INCT DIrEC10R NlECIOrS SC EDULING MUST E 24-46 SHALL HAVE A COPY OF iE STANDARD VECFICA=M ON
iE JOB SITE I 9 PMMf1MAY
2. E SO P EIO VE
S NMT WNW mmiMCAL INSTGA7101L POURS N ADVANCE O WORK AT ALL 111ES
i r
HOME DE M. IL C: MI O REAL AND OAEDNANI NOW DATED 3. DEVICES INDIAN ON FLANS SHALL NOT E MOVED Olt MCDFED
WAY 30, IM BY 10G. NC. 9L4U E OOIIMEND AS PART OF iIS WI1110YT THE APPROVAL OF M DNNEERDNG NlWMW I WHERE REVA7104 AND GRADES RE A NOT SHARON
ON DE V A70 3. NO WM MAY BEGIN OR 1Ni
PROCIDID HOUT DNNCIM OF Ol1BCTW LUMINAIRES ES TOE L � "A wC OVERLAY MERE Ri]a1RD
GRACIN M RAEIIIG
G AUL ALL G STALL E N DOE CONFORMANCE WITH MAN PROBE, TOP OF PIPE POWs 15 46 NOES BELOW NOM1OL MODEM" SCHEDULING
MUST E 24 HOURS N ADVANCE OF 40OW HIPS 1 6.s' �
AFTER EACH RUN OF PRODUCING RANiAL 1 i
iNE RECOMHSSAiOM AS SPERSICAI M CONTAlD N SAID RESTORE A
REPORT 4. WE CONTRACTOR SHALL RESTORE EROSION CONTROL DEVICES CENIE LOE DOSSED OF GRADE SWEET. WOW \
AND ANY SUBSEQ TEASER lIHE7E10. TO WMUW ORDER 70 THE SAiEACIM OF THE CITY ENENGIN EER 4 INSTALL A 1 NOM MINIMUM WATER SERVICE 70 EA
LOT 4 WHO FlEVAl10NS AND GRADES ARE NOT SHOW 11E RECLINED MVlEINT
3. APPROVAL OF iNIS PLAN DOD NOT CONSTITUTE APPROVAL OF ME1Q 10 E LOCA70 FIVE FEET FROM A SIDE LOT ENE. A VIAiM MAN PIMPLE. TOP
OF PIPE PRWLE IS 46 - RICHES BELOW E]IS1NN9 PAVEMENT
SI= LOGAiNIN AND TYPE OF DRAINAGE FACLrFA3L NOR S THE CONTRACTOR 24ALL INSTALL ADDITIONAL In CONiVAL 3/4 INCH NON LETTER - W NY" E 04MM N TOP
OF CON"MI I E OF FiIAEN GRADE. � PULL am
NIROVEiOT7 N SHEET IMOIT -E -MAYS. SI7ARAiE APPR OVAS 00S7M CLAD Olt Nr46rTED N NEW CURD AT ALL WATER A4
APPROVED EPOICY ADHESIVE
MfJ1BUES AS MAY E NEQIRRD BY THE CITY DIOINEER DUE 10 � L
AND FORM SHALL E REAPED N OONJUNCl10N WITH M00PCEM GRAOM OPOtAiM OR UNFORESEEN CIRCUMSTANCES SERVICE CROPlNOS. S LOCATIONS OF IEOLABED
WRIER MEII S ARE SUBJECT TO APPROVAL W�x
IN410MMG NT PLANS. RIPON MAY ARMS. BY MINCI'S NISrECTOL 3/4 -NON MOH LETTERS TRW SHALL BE �I 4p /
S MANUAL AR NELEM E SHALL NS
L TAJ.ED AT ALL HIGH PONDS C MMO N AP TOP OF E IM CL OR WOWIED N NEW DU N@ AT ALL C3
4. MITTEN PMMIMM SHALL E OBTAINED FOR ANY OFF -SITE R THE OOIMACiIN SHALL E R>•ONM E AND TAKE AND BLOW OT$ AT ALL LOW POUTS N THE WAIM MAIN
ISCLAMED WATER =AM C RONINGIL
RDA` PRECAIRONARY MEASURES TO PREVENT PUEJC 1 AWME ONTO PROFILE. FINE HVORANIS WAY E UM N LOU OF A MANUAL
s COMIRACiO SHALL TAE ANY iECESSAtY PRECAUTIONS REDLINE AREAS WHEN NlORSED EATERS CEAiE A HAZARDOUS CO OTWON. L Paw R E OR BLOW OFF UM LW AM AT
OR NEAR HIGH OR .M= LOW 46 �
MANUAL I RE SHALL L BE A POP MODIFIED ODIFIED TYPE 8 -3 CUM
IIDf
10 PECT ABAWIDIT FRO�MM GIROS GRAOM O'ERA710$ ON
. 7. ALL IF m m CONTROL, MEASURES FWIWAM PER iE AFFIRMED d"
ANYMNS DAMS ON OSNWM IMLL E REPLACED Ot GRADING PLAN SAL E INONPORAIED MEDIC L UNLESS ORNLINE NAND► CONWC 70 EASING MANS 7. UN LESS
OW43MK M01M 00BlCTONS 10 C@SlM MMM6 SHALL BE EE POISON& STANDARD DRABM 11110 o-6
REPAIRED TO OOST110N UNIONS PINE 10 GRADI IL OWL E MADE CRY. TIE ENE AS OURAT0M OF ANY MADE DRY. THE iM AS BUNION OF AM SNUWOSIB
OF ED ON
L ERASED AREAS AROLI D E PROJECT PiER MUST DRAIN AWRY SIMMONS OF EOSINS MANS STALL E SUBJECT 70 APPROVAL MAINM MALL E SUBJECT 10
APPROVAL BY iNE DISTINCT. OIPM= SHALL STREET LIGHT WITHIN r�aNe A0°RTONK DUALS
I EwE
L 19 DEVELOPER 24ALL E REM OI E iHAT ANY MONUMENT OR FROM 1HE FACE OF IE SLOPE AT THE CONCLUSION OF EACH WON( BY THE DOW T. OMIACT OWL
E NOVI D iM WM IN E NORl® TWO VMM MRNOMIN N ADVANCE OF ANY SU100NL
MOH MARK( 1NAT IS DISTURBED OR SEBWWM OVAL E DAY. MIIINLMN N ADVANCE OF ANY SWIDO1IN . f PARKWAY
I E- WAINUS @
ED AND ILALID BY A REGISTERED CIVIL L LRE VALVES. WIC WAUND. AT SiiW Ni1BtECIIOS SIWl E 011
ENGINEER! OR A LICENSED LAO SURVEYOR 0. ALL REMOVABLE PR)1EC11VE DEVICES SHOWN SHALL E N PLACE 7. OOMIRACIOt SHALL OOORDINAiE " DISTINCT ALL LOCATED
ON 1HE PRO.ONGAiIdN OF THE SUM RIGHT OF WAY
AT iIE DD OF EACH WOIM(NIA DAY WREN 1E FIVE ( DAY RAN MIS AMANGD FDA MW LIMING TEMPORARY SHMES. ETC.. TNENEVER PONSiRE
SE REGIONAL STANDARD DRAWING
7. 1HE CONTRACTOR SHALL OEUM OON57RUCT AND MAINTAIN ALL PROBABILITY FORECAST DCC B FORTY PERCENT (401L) OLT FIRM 10 9000046thWIN .
R E -1 POW ADOFRONAL DUALS
SAFETY DEVICES. INCLUDING M AND SHALL E AND DOM DESIRE MOLL E REMOAED WTEt EACH AL 0. CONTtACiM SHALL REVIEW ALL PROPOSED iMUM WORN
WIN OSHA. MOUNiM HS'JG4T iO E 30r.
RESPONSIBLE FOR COMPOUND 70 ALL LOCAL. STALE AND 6. LINE VALVES, RENT REQUIRED. AT STREET RITE IIECiIOS 94ALL A COPY OF E DNnM LETTER
OR 1NNCSM PERMIT. i EOUWAA
FORMAL SAFETY AND HEALiH STANDARDS. LAWS AND 10. SHOULD GO MA710M OF HVOROSEEDED B.APES FAIL M PROVIDE E LOCATED ON iE PROLONGATION OF iE S11MT
RIGHT-OF- WRY MAL E SMNTM 70 THE OKiRX:T PRIOR 70 OO BIRUC110N.
NBGLAiNM EF}WWW ppVgAE OF GRADED SLOPES (M 0OWRAGIO PRIOR WHENEVER POSSILL LE. LINE Q Al DOSTNNS FACILITIES SUM MAY AFFECT
FINAL DESSN,
10 MADAM 1B, IE SLOPES 94ALL E AMJgD WITH 1
IL BMW AND EOUPIENT OPERATING 117HN ONE-HA () PUNCHED STRAW INSTALLED N FINE HYDRANTS. WITH SECIft 35 .023 A N7S. AS PIIOVED f
E BY 1 APPROPRIATE FIRE CWOGIM LINE PARALLELI IG. OR PROPOSED OOAECiOIS SHALL E
MILE OF A Z=X11URE FOR HUMAN OCCUPANCY 94ALL NOT K OF 1HE EROSION AND SEDIMENT CONTROL HADSCIM OF THE STATE DISTINCT. AE TO E INSTALLED AT L.00A71CM
SPEW= BY FIELD VERIFIED. ALL E7041NO OR PROPOSED UTILITY CNOMIO$ OR
COOWIRD DURING THE HOLES OF 5:30 PAL AND 7 :30 A.M. NOR OF CALIFORNIA DEPAR11 ENT OF CONSERVATION. THE FIVE OSiB WHIM U1lUM FII
10 FEET OF PROPOSED WATER S. ER MA SHALL E SHOWN ON SATURDAYS, SUNDAYS,
AND CITY IEOOGINED HOLIDAYS. ON IMPROVEMENT PLANS, COTRACTOR SHALL REVIEW ALL PROPOSED THENCH
IQ L NO GRADING OPERA79M SHALL COMMENCE UNTIL. A PREG RADNNG GOA. A COPY OF EXEMPII10N LETTER TRENCHING POINTS,
i TM
MEET HAS KENT HELD ON07E " THE FO DOW PEOPLE R90URM, SHALL E SUBMITTED 70 THE DWRICT PRIOR 70 11. THE WATER SYM SHALL E PRESSNE
TESTED N ACCORDANCE WIN
10' X td OBI 1/4 70M ING
GRADING OONIRACTOR AD PERM THE M ORME LANDSCAPING NOTES THE PROCEDURES N iM STANDARD EECRICA710N3 THE CLASS OF PIPE
MA RI PER I�D-40.
SHALL E USED AS THE DESIGNATED wasG+r PRESSURE FOR WSIM ALL JOIN WHTI EM. Rr -RAP
SHALL E SCHEDULED W11N THE CITY AT LEAST 24 HOURS N 11. ALL ENT= FACLJ7E5 WHICH MAY AFFECT FINK DESIGN, WE. VALVES (CLOSED) AID
APPU TERM i
ADVANCE BY CALLING (469) 033• -2770. I.E . LIE dtosPrNGS. LINE PARALLELING. P ROPOSED
1. N lopes shall N nd planted a MrIV h 000mdenw aft LE I L SN U E PA ALLELI G r OR ALL RO OSE OR 12 CONTRACTOR
TO 19 OFF ALL VALVE LOCATKINS AND PROVIDE WRITTEN AT BIME <�
10. PRIOR TO HAULM DI O R OONS TNUC 1 10N MAl ER1ALS TO ANY the city N `y !ha_pt�r En♦k�ar Ploy andl oen Far m to PROPOSED UTILITY CIOSMIOS.
OR UTIUM WITHIN 10 FEET DIMENSIONS 70 INSPECTOR NMEMAIMY UPON INSTALLATION OF VALVES. COW. AC BtiLWAY ITTE WITHIN IM PROJECT THE PROPOSED
DEVELOPER S TINT 10 AND P13XM HIS APPROVAL FROM s I�Neaape of E aM naYdtaf vTOwW 6 al�rdarda end d adsPtad ROrdM� PLANS. MARK WATER MAIN 94ALL E
ON IMPROVEMENT SIgMN rRpyEIMPROVEMENT 13. THE IL40 N AND APPROVAL OF AL I TALS AS REQUIRED BY TO MEET FUOILUE AT
T CITY ENGINEER FOR THE PROPOSED HAUL RROU,E. THE M pr ior 1b Octo 1 or Mrsne SHE STANDARD SUPlCFK'.Al10NS $ 10 E ACOOMPUSI9D
PRIOR In TE OfaE SEE WM D-22
CEVLAPR SHALL COMPLY WITH ALL OOIMI710N5 AND 2 Finllh O and M rH rn a d plhed and 11 ALL WRIER SERVICES FOR IMIOAIM. MULTIPLE IESIMn4kL
PIECONSI NICTION M EEIM WITH THE DIS7NCi'S INSPECTOR. FOR ETNA UK
DtEOU N HA THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO or v ataly o oernpleHan of COMPLpGES AND COMMERCIAL IAL OR NDUSINIAL DEVO.Ofl9NNIS
3 MINIMUM IPO/ AC. `
IE HAG OPERATION. any dopes Waded between Ocbdw i and April 1S. SHALL HAVE AN APPO BA001001 PREVENTION DEVICE ON WITH
r AC B�1MM
CUSTOMER'S BE OF WAIPR ME TER, 14. RECLAIMED WATER MAIN SHALL E P1NRE PVC PPE O-P00 . WITH r -
- -
11. UPON FINAL OOMrLE110N OF THE WAS( UNDER iE GRADING METALLIC TAPE, CONTINUOUS SIPWIL STAMPED ' RECLAIMED WATER - -
PERU BUT PRiOR 70 FINAL OPADNG APPROVAL MID FINAL 13. THE WRIER SYS1W SHALL E PIQE U 7EVED N ACCORDANCE SiIPS SAL E SET AT
71P OF PPE AiD AT 1r BE" BUSGRADE ' EL 72A ♦ - - q
RELL4kK OF SIM&V Y , AND AS- GRADED CE TWICA RTAR 24ALL E W11H THE MIOCI ODES N THE STANDARD SPECIPICA710NS THE
PROMM STAiM *THE GRAOM UNDER PEWIT 140.347811 HAS SPECIAL NOTES CLASS OF PPE SHALL E USED AS T WON" PPNMWtE FOR 1& ALL OEPEC1101B (
HORIZONTAL AND VERICAL ) STALL E MADE BY pLL /s'sNa7 u,ry !
SEEN PERFORM N SUBSTANTIAL COPOSMANCE MI4 THE iMING ALL PrE, VALVES (CLOSED) AND APPURiENANCES UK OF JOINT COUPLINGS WIN 4 MA34MUM
DEFLECTION PER
THE FOLLOWING NOiEt ARE PIIOVbED 70 GIVE DIRECTION$ 7O THE 1bO PS MB
MK GRAOM PLAN ON AS SIIOWN ON THE ATTACHED BY lE ENIGINEENt Ci WOOL 119 CITY D119Dt'S VALVES MULL E DIM 11G HT AT
IN K COUPLING ( r PER JOINT) UNLESS OTHERWISE NOTED. NO SENDING ( E>OST. CAI NEW SIDEWALK
DALE A DO PLAT - THIS NE CIVIL DIAL E FOLLOWED S 1HE SGNAi O N TEE PLANS DOES NOT O01B M7E APPROVAL OF CURVING ) OF PPE SHALL
E MUTiM g y \
OAIE AND SIOMIUIIE CE SHE CIVL DIM9Et WHO CERTIFIES 14. CONTRACTOR TO iE OF ALL VALVE LOCATIONS AND NIOVDE
SUCH BRAIDING OPEtAIM AND THE CIiY WILL NOT E RlONlU FOR TEUt WITTIER DSBIBON@ 70 INSPECTOR IMMEDIATELY UPON M. GLOBAL OF ALL USING
AND PIPING SHALL MEET OJVDNAN MUSCIPK EL 72 0
NEW OM a
It ALL GiAONO SHALL E OSERVD AND 7E57ED BY A QUALIFIED N$TAJ.AAOI OF VALVES. WMTHlR 0011PC1! RULES ARID NBILAl10Ni EMT.
0 Or
SOS DNOBE®R ON IN= MS/IER DINE 7M. 1E,/" SHALL 1. NEDIE1t 7HIE OSIER NOR THE ENGINEER OF WOW WILL ENFORCE M. THE SUBMISSION AND APPROVAL OF
ALL SUBMITTALS AS REOMM 17. CO/S1RUCr PRESSURE RECLAIMED WRIER LINES SHALL CRABS AT LEAST ABUTMENT -- �
SAFETY MEASURES OR KGIJLJAiO M T CONTRACTOR SHALL , NEW PAVING
"SERVE AND LEST 11E EIDAVAl10N PLACEMENT At COMPACTION OF MOL � T A D MAINTAIN ALL SAFETY N
ETY DEICLUUOM BY THE STANDARD SPECIFICATIONS MP BELOW $ TO ACCOMPLISHED Ir AW POTABLE WATER LEES AND SHALL MAINTAIN
AT LEAST it
FLL$ AND SAtMNLS AiD OOMPACIM OF iIENCIES. H L#4 AID STALL E SCLELY RElONSHxE FOR OOH/OMIRG 10 PRIOR 10 LIE NECO BIF=710N ME:7NG WITH 1E 0$1RICT'S
CLO 3 PMON E ER
AND OR UILIVES. �e Ac /ZAP
SHALL SLUM SOILS REPORTS AS INWM D WILL DEIDUK BIASING INSPECTOR. T N `
TE SUUTANLJTY OF ANY FiLL MAi M
E DAL UPON COLEININ OF ALL LOCAL. STARE NO FEDERAL SAFETY AD HEALiH STANDARDS, CF N11T WE 1 N 1= 1T
LAWS AD INGU.AIMNI
AMU OPSD RE MA DE HE MULL STAIN THAT OSERVAl10M I ASM POTABLE 1114110 1114110 LLIM Q LEN 714M Ir BELOW A POTABLE WATER
EMT. R/W - OP 61 /L
AM 1R!!R E MA WNM
SA RY UNDER SI AND THAT N OPI60 . ALL 7S I COMIRACiO: AG EES THAT ME SHALL AsU DE SOLE AO PAVING NOTES UHE . T EM iE
RECLAIMED WM1ER LINE S HAL E INSTALLED WITHIN A
AM DN',AVIAICM WERE N ACCORDANCE WITH THE COMPLETE IN O MUTY FOR AN 467E CORD UM DINING 159 PIIDiECTME SLEEVE AS ONEf' ICI BY
THE WATER SURVEYOR'S RULES AHD ,e
APPROA D G RAONO PLANS AND 1HAT ALL BAMBOO I AND COURSE OF CONSIRUC110N OF '*SS PROJECT. NMLU S SAFETY OF 1. CONTRACTOR M TO PLACE AC OWILAY
AS NECESSARY FOR SMOOTH NMAA=W PORE RECLAIMED WATER USE. IE SLEEVE SHALL EXTEND 10 i
ES.AVAIONS ARE ACCEPTAIV FDA i VI R NODDED USE ALL PERSONS AND PROPERTY. AHD IIIAT iM IN AMMMUT SHALL ED
1RANBTON ETWEUII NEW PAVING A10 E705TING, 10 THE SAl1EAC110N FEET FROM EACH �, FROM CE11I1R LINE CE PARASITE WIRIER FI:R A IT.
AC SPILLWAY OW. BARNRAL
H
e APPLY OO/1MUgULY AILS NOT E LNi® 10 NORMAL BURNING: TO NMOAAED AND ,0 E
11 IE 001 SHALL PROPERLY GLADE ALL DCCAVAIM HOURS, AiD THAT iRE OO TRACTfBL 94ALL OWM 940SiY AND OF iE CITY nommml TOTAL CE RD PEST.
� 00%A= Mill NEW At 7Wfl ASMf
SWAM To PONTVE ORANAiE AND PK%W POOLING HOLD NNE OMIN AILS BNMTti1R WM M PON ANY AM AL � AC SPILLWAY
TELL CONTRACTOR OWL CONMOL SURFACE WAIN AND UMPJTY. IEAL ON ALLEGE N OO MODIM VEIN iE X EDGE OL OF ERISI PAVING WH O IT IS 7D MEET
NEW PAVING T 19 M M TAO ErMA11pIR BOTH VQ7ICALLY AND HIONDDiITALLY, STALL QRr ARE
OF OM
AVOID DAME 10 ADJMNS PMPMRS OR 10 FINNED WANK PERFORMANCE OF Wes( ON IM PROECT Dow UANUTY E G SEINE i IW ES AN BMY, 70 ALLOW A MINIMUM 0.2' OVERLAY
AT E MASRANE0.
ON iNE IM AID STALL TAE REMEDIAL MEARM 10 PREVENT ANIIM FROM I E SOLE NEOUSDNCE OF LIE DIN OR iE FONT W NEW AND OM1I1G JUCBIL
>,
MINIMUM OF IMPLY O AOND AREAS UNTIL SUCH MBE AS ENGINEER. 20. OW MANAGENB7/T PRACTICES STALL E USED TO ELIMINATE OR CONTROL
ri
PEWAMff DRAINAGE AND EROSION CONTROL MEASURES HAVE KEN CITY OF ASS ST 211RUCIURAL MC FOR SHALL BE ROD ED DEBT E7CiENT POBMLE
POONP. RLRN -pF. OWN-SPRAY NO MB1NG AC SPILLWAY DETAIL
NSWUM 3. CONTRACTOR WILL MAIM E7PLORATON E WAVA71M AND
LOCALE DOSING UNDERGROUND FACILITIES SA'FICBNILY AHEAD 21. 110E MS ARE SIICILY PROMIED. (N")
146 ALL AREAS TO E 1 ED FL SHALL E PREPARED TO E FILLED AND OF O0 ERMS
S1RUC710N TO P IK SI d 10 PLANS i REVISIONS 4. - R - VALUE iESTS SELL E N 003� PRIOR TO OONl1RUCION 70 DETERMINE
FILL SMALL E PLACED N ACCORDANCE VM STANDARD ARE NECESSARY BECAUSE OF LOCATON OF NEW WOOL FINAL SIRLUCTNIAL S' MM FOR ALL PAVINCL 22.
ON SSE BETWEEN DECLARED WATER LNES AND ( n
IPONWAIMM ALL VEETABLE MATTER AND OJJRCIONABLE POTABLE WATER LINES ARE SRMCTLY PROHNITIED J
MAiM LAL OWL E ROOM BY THE OOTRACIOL FROM THE 4. CONTR ACTOR $ IUMLOM TO TARE PIN NdnM MARY MEASURES L CONTRACTOR IS 10 SAWCUUT. REMOVE, AND
N %" ANY D$11NSED
SMACE UPON BMW iE FILL $ SUPPOSED TO E PLACED. TO FROiEM I E UTILITY LEES SIOMI 1 AND ANY DIM OR FARINA PAVEMBNT AMU N 1011111 -11 PAVi 10
ALONG EAST SIDE OF LL CAMIO 2& NO SIBSI,UTON E PPE MAiDBALS WILL E AUU) ED WITHOUT PRIOR
LOOS FILL AND ALLUVIAL SOILS SHALL E NEYOV® TO EXISTING LEES NOT OF RECORD OR NOT SOW ON 1!! PLJAWL REAL WiIN N iIE UMiM OF iHEE FLANS N
ACCORDANCE WflH SOS IMPORT APPROVAL OF 1HE O.Y.W.O..
SUITABLE FiIM NATURAL GROUND. IRE E14 SOUS BALL E LISTED ASP FLOW (STA. 9"0" TO 80437 BL CAM M EAU, 24 HIONIS FOR IRSIGA7101 W<1H
RECLAIMED HPR1ERt ARE FROM MOO PAL TO
SCARED 10 A DEPTH OF 6 NOES AM IM COPACTED 1O A STA. 10+ TO 19+00 ROAD) 10 1HE SATEACi CIN OF Tea CITY.
S THE CONTRACTOR SHALL E INWOMME W NBUDE iHAT ALL �����,L,, 6:00 AAL. T PONS FOR =MAIM WIN O FWM 110"1ARY INCL4 ED
IIMNIMI CE p PERCENT. R SHALL E THE OONIIUIC70RS SLOPES. STNEI% U7L11ES AS STOM1 ORRIS AE BILT N L �MSMRIMP PA DLSOIt MME MAY E MOWED
BY LOCAL AUTIOAfTY. IIIIGA110M DINMIG PUBLIC UK NlCII�JTY 10 PLACE. SMIIEAD. WATER AD COMPACT TE
IPU N SIR= ACCORDANCE " SPECIMCA710NL 19�E MAIL i THEE $ANY aLESNON (V� wG OVQ OLAB! 2 A.B. OVER r NATIVE SU IN ME IMMOWACTED PESONS
O7H 01/FBCiED 7QRARY RECLAIMED WA7I1t SHALL E UtElt THE ESTIMATED GRADING QUANTITIES:
IMOANNINIG T M PLOWS OR FIELD STARTS, THE OONiRACiCR 70 9M RLAiAE COMPACTION. SEE PAVING SUPERVISION SUPERVISION OF i USER OR.
0M
ON E DESOMM R SUPERVISOR. WENT WAiER
SHALL NEQIlST AN N1EMWTATCI BEFORE DONC MY WON( BY Of LESSOR QUALITY THAN DIMPWM IIMSARY RECLAIMED WAiEER SAL E ESITMA7m
DeAVA710N T �_ CUBIC YARDS
i& CUT AND PILL SLOPES SHALL E OUT AND iRDMED 10 FNBSED CALLING THE BMW OF W= AT 568 -1010. IE OO IRACiOR 7. CONTRACTOR $ 10 PLACE 4 RICHES
OF AGG ND
IEGAW UK UNDER ALL NEW SEY1 iE HOURS OF 10:00 PJML AND 0:00 A.N.. �ANNtMON
GRADE 10 PRODUCE U1007H SURFACES AND UNIFORM CIIONS SMALL ALSO TAME 1HE NECESSARY STEPS 70 PRAIBCT NNE PROJECT CONCRETE CURD AND GUTiEL
ES71MATED IMPORT 0_ CUBIC YARDS
SECTIONS. ENE SLOPES OF ERCAVATIONS AND EMBANKMENTS AS ADJACENT PROPERTY PROD ANY HEWN AND SLTAYM THAT 2L NISOAIM HEADS SHAL E RELOCATED
OR ADAXYM M PREVENT OVER- �
OWL E S A PM PLANiED AND ERASED AS C VC Em BY THE MM&IS FROM HE OPERA110NS NY APPNOr UW MEANS (SAND WRAMM ON SMEWN^ SIN E75 AND PRIVATE
LOTS. SEPARATE PERMIT MUST BE OBTANM FOR IMPORT OR WASTE AREAS.
DIMBEIt OF RDNX AND LEFT N A NEAT AND ORDERLY BAGS. MAY BALES. TEMPORARY OE11I G BASK DUES, SICM4
CONDFRON. ALL STONES, ROOTS AND DIM WASTE MATTER EE) RDn SUCH UK THAT T PROJECT 13 COPLEiED AND SOILS REPORT ADENDA LIST
20 RBO A&M WATER QUICK COUPLING VALWS SHALL HAVE A SPECIAL COUPLE NOTE: THE QUANTITIES SHOWN HEREON WERE COMPUiED
USING
ErOND OR ENCAVAiM OR DNA60ENT SLOPES WM04 ARE AOCRPiED FOR MAIN70M CE BY 1HE =Mk AGENCY OR KEY PER 7HE 0.M.WD.'S AIRES AND RLGULAIONL
REASONABLE ENgNED" METHCEDS. THE QUAN71TES ESTIMATED
LIABLE 70 SEOOIE LOOSENED SHALL E REMOVED AND DLIOMM ASSOCIAION THAT IS 70 E ULTMAiELY RESPON FOR 1. ADDITIONAL I1=O AI MM FOR SLOPE OONSiN UCTION
AND ARE FOR USE N CALCULAiM FEE AND BOND AMOUNTS AS REQUIRED
OF TE TOE AND 7011 OF AL 11.01 BULL E ROUNDED N MAINTENANCE INFILTRATION BALM PROPOSED FOR HOME DEPOT. EICI ITAS. 27. ON IM M
LAAM WRI SYSIEMIL ALL PU IONAMCES (IOOMMM HEADS, BY rE PUBLIC AE?ICY. AND SHOULD NOT BE USED FOR BD
ACCORDANCE GRADING iN9 GRAO ORDINCE. CALIFO NIA. DATED JULY i 103. BY GEO ECNICS, W. VALVE DOES. ETC.) SHALL E COLOR -CODES
PURE PER AWWA GIUDINUNIM Pte,
IL ALL iN= @RUSH, GRABS, AND 084M ONJECIONABLE MAiERIAL S. IT IS THE NE$PO$MUTY OF THE CONTRACTOR 10 NISTAL AND L GEOXC9NCAL REVM OF GRADING
AND EROSION CONTROL
SHALL E OOLiEC1ED, PLED OR OTHERWISE DISPOSED OF OFF MAINTAIN TRAFFIC CONTROL DEVICES IMPCI ARE NARY lO SURCHARGE A11D WETalO M71GA7101 PLAN. PROPOSED
HOME DEPOT. 2L ON NEW O N-ST E S1'S1 ( PO ST - RETORT POTABLE WIRIER, RECL AIM
C
1HE AS DINM 7ED BY PROwZC!T DI R. 95
IE 461E BY iIE CONTRACTOR SO AS TO LEAVE T AREAS THAT PVIM SAFE PASSAGE FOR iRAVELN PUBLIC GH
G PLIC THROU TTHE MA, ENCINITAS. CAUFOR DATED JULY i 1993, BY GEOlECHNIM INC. HAW
ONEE AND%OR NEBLLAIOtY AMEN
HAVE SERI CLEARED W ID IN A NEAT A Fi S*= APPEARANCE WORN(, AS WELL AS SAFEGUARD OF 10111111401011. BEFORE WOIC EONS. MEASM
MOLL Y 1 E E NGDE SU RFACES . NOT PPE Y A I ES
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