718 GENERAL NOTES:
LEGEND 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE
APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF
EXIST CONTOURS �l�p� ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD
PURPOSES.
EX /ST /NC 40' PR1W4TE RG4D 6 EX /ST /NC 6' SM/D /EGO GA3 6 PA
/STWO M /F/C TELEPIIAAME & TELEGRAPH CONTOURS PRIOR TO GIPADIAO "-�(i O 2 FINAL APPROVA 0 - TF; ESE GRADING
PLANS IS SUBJECT TO
UT /CITY EASEMENT PER DOC. ELECTRIC CO. EASEMENT PER £ASEiW#T PER DOC flFt /2 -13 -7D Z �� - - FINAL APPROVA
or lHE ASSOCIATED IMPROVEMENT
REM 9 -19 -,W FILEM2 - M6223 UDC. RFC. 9- 4- 59IIYB�IIC4W7, AS FILE NU 78- 536022 _„ PLANS WHEREAPPLiCACLE FINAL CURB
GRADE ELEVATIONS
~Ar 458 OF 6t.9 41YL /GHT L /NE MAY RLOUIRE CHANGES IN THESE PLANS.
P/POPIPo.SED SPbT a- EYAT/ONS 3. IMPORT R MATER /AL SHALL BE OBTAINED FROM A LEGAL
4. A CONSTRUCTION, EXCAVATION 04 tNCROACHMENT
PIQV�IPTY LINE PERMIT FROM THE DIRECTOR OF PUBLIC WORKS WILL BE
/>�o x• �"b s� rim REQUIRED FOR ANY WORK IN THE COUNTY RIGHT -OF -WAY.
L /M /TS OF G�PAD /NG L—JL —J
5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN
UNLINED D/TCN ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS.
~ 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND
-- •/ — LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK.
a
H08E B/B NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE
C _ . FOLLOWING AGENCIES.
Ms r O ff° SAN DIEGO GAS & ELECTRIC 232-42876)(r /638
/ ( L /M /TS OF PAD PACIFIC TELEPHONE 299
p, CATV. 4300 - 3(093
SEWER CARDIFF SANITATION D /STP /C7-694 3273.
/ - WATER OL /YFNHA /N MUNICIPAL WATEh' DIST 753
7 A SOILS REPORT MAY BE REQUIRED PRIOR TO THE
ISSUANCE OF A BUILDING PERMI
/ I 8 APPROVAL OF THESE PLANS BY THE DIRECTOR, OF PUBLIC
Izi / L EGAL DESC RIPTION WORKS DOES NOT AUTHORIZE ANY WORK OR GRADING
TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER-
LOTS /, 2, 3 d 4 OF PARCEL MAP NO. 15145 PERMIT HAS BEEN OBTAINED AND A VALID GRADING
PERMIT HAS BEEN /$SUED.
9. THE DIRECTOR OF PUBLIC WORKS' APPROVAL OF THESE
1 0 %30 13 /ro.t PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL
W IN
Q/+ /
50 �CE SITE ADDRESS APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE
-� PLACED ON THE AREA COVERED BY THESE PLANS. NO
WAIVER OF 7,4E GRADh'JG ORDINANCE REQUIREMENTS
a
„a/ p ,, 2104 RANCHO SANTA FE ROAD CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS
OL /YENHA /N , CA 92024 MADE OR IMPLIED 03 & /. ANY SUCH
� rx0 WAIVER MUST BE OBTAINED FROM THE DIRECTOR Of DPL.
10. ALL OPERATIONS CONDUCTED ON THE PREMISES,
�� Q � v� Y" RIOPaSEO 40' PRIYA INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR-
D d UT /CITY EASEMENT
OWNER PERM /TTEE TURE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT,
♦gyp p CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
PER
�r /6/♦ /3r.9 110.1 I WAI 185.
N Z ( COYER BROTHERS DEYELOPMEiVT CO BETWEEN 700 EQUI PMEN T SH
AND6 00 p.m. EA LIMIT DAY, MONDAY
\ 2104 RANCHO SANTA FE 8440 THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING
1 _ OL 11VENHA /N, C4 9202¢
OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON
not/
SUNOAYSORHOLID A, 'S.
\ -f N74'23' 7 "E r.0 ' ENGINEER OF WORK 1l ALL MAJOR SLOPES SHALL BE ROUNDED INTO EX /STING
_ _32• Ip TERRAIN TO PRODUCE A CONTOUEED T, ?4NSlTlON FROM
CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING
CUT OR FILL SURFACES
" 3 42'•W PASCO ENGINEERING
/j/.
Q \ (Slf) 259_6212 12. NOTWITHSTANDING T/IE MINIMUM STANDARDS SET FORTH
T 0 EX /STING 15' SF-WER E45� ,, fENT 539 No. HMHWAY IN THE GRA..hdG ORDINANCE AND NOTWITHSTANDING THE
SURE A APPROVAL OF THESE GRADING PLANS, THr PERMITTEE IS
/ 1 , 0 > TO CARLR SSW /TAT /( Ar D/STR/CT SOLANA KACH. a 92075 R-SPONSIBL E FOR THE PREVENTION OF
DAMAGE TO THE
I,,, I PER G0C 4EC. Co-11 -87 It ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON
-� - LE NG 87-325451 LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER
Nw w"F /
ANY ADJCIN/NG PUBLIC STREET, SIDEWALK, ALLEY, FUNC-
135 \ I OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER
/ 1 O I 441 FT3 UBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING ANO
( AVE CUT = 2 2.2 FT. PROTECTING SUCH PROPERTY FROM SE' TTING, CRACK/N_;,
20 2".) �;p FT EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICHMIGHT
J \ roze RESUL T FROM rHE GRADING DESCRIBED ON THIS PLAN. THE
/
75,600 FT 3 COUNTY WILL HOLD THE PERiv1ITTFE RESPONSIBLE FOR
AVE F ILL - 27 000 FT 2.8 FT. r'ORRECTION OF PON- DEDICATED IMP; inVEMENTS WHICH
I / U.'MAGEI.DJACEN7. ROPER7Y
PRRAATE RO It 13. S L O E E RA T I O S
I�' U It '7) rASEMENT PER - >,Ie�>F AL �_^ T N F L O S T R F E, /N�
RECD /2 -5 -69 AS CUT - l s 1 FOR MINOR SLOPES, 2 1 FOR l4AJOR SLOPES
VA/? /C L E/ T SH LL E J / H
FOP ND 22/347 FILL ? 1 Slopes Deviating rroiu The Above Will Pequire
E
/osa Y Y D .YD ED M/ T E. — Approval Of The Director Of Public Works After
Y'
I ttl raarr _ 0 0 14 I E ry a4L E.5 S [L E R GA 72 D BY Review Of A Report From A
Soils Engineer.
I' -� _ /✓ E T U T/ N `EXCAVATION /� C Y FILL - doo C. Y.
y-
H i. ' E.
� r. �' S r LiL! j1`�EiIMPORT: / /5^_ C.Y. A Separate Permit Mus:
Be Obt ined For Waste Or Import Area.
n 9
Imo• \ _ / - 'OZ \ 14. SPECIAL CONDITION IF ANY ARCHAEOLOGICAL RESOURCES ARE
DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING
OPERATIONS. SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND
�`'/3T THE PERMITTEE WILL NOTIFY THE D/REC70R OF PUBLIC WORKS
/jai OF THE DISCOVERY GRADING OPERATIO) WILL NOT RECOM.
0 .�, MENC£ UNTIL THe PER/ TTEE HAS RECEIVED WRITTEN
—, � ✓ ° %� �� �� AUTHORITY FROM THE DIR .:TOR OF PUBLIC WORKS .0 D ) SO.
PROPoSED G
R
� AAE 1
A0" 5 SLQCr S. a� U�srav:D"D DRAWL ksS a a os /4 cu -iia
r — ALL ORADINU ,96 LL dE SUFLCRV7SED 6YA REG/STERsD ,
J CIVIL ENG /NEER.
I6. COAMACMIV 7ES7/rVG A. /O A COMPACTION t /S R.
I SECT /ANA — aUIRIEO FORALL FILL 7;V 47/3 GVLR /2' G, ATr1. A fkWdJ-
toot I coat k7 7ERED CIVIL ENGINEER �US
INEER 'TFILL OU7'DF CERAFICA-
N. T. S. 71ON 0FFILL CQMPACT /ON ANO SUBMIT /. W.!� / .C/E
G " p COMPACTION TEST REPORT.
Q(I4NTI71 E5 ARE FOR PF.PM/T PURPOSCS C,VLy,
Tj~ � I �� ,; Q QOfEaSln y4
I nil o� \ yB/ k NOTE: GRADIA0 SHOWN PER AERLIL PHOTO c7
fit to
y o• ;• , !.' ; FL OA" 10 - ?7- 87. SVWF0 UENT 0)W&M: ARM 259 - 23l - 72, 73 74 & 75 z
\` NOT A4 PART OF TH /S PERM /T. PRIV CONTRACT W
)7 ' i PERMITS SHEET COUNTY OF SAN 01EGC
SITE EX /ST /NC GRADE �+� EXO 3 31 9/ 3! DEPARTMENT OF PUBLIC WORK j SHEETS Z
WOODWIND = 2:l SLOPE \\/ W
`\ REZONE PERMIT NO. N/A
GRADING PLANS fOR:
LANE �^ 2 � F110EL /35 SPECIAL USE PERMIT NO. N�� GRADING V PCL.I PCL.2 I o P/>�PoSED
GRADE 3 ; SLOPE In
I I SHEET 3 \ TENTATIVE MA' NO. 1 855 0 — MITIGA / ION o- N
f
°G i Y -$HEFT 4 COUNTY APF�OVED CHANGES BENCH MAF,K
Y' `CALIFORNIA COORDINATE INDE 3/ tG W �
No. D..cnpbon App avd sY Un.
DIRECTOR OF PUSILIC WOR DESCRIPTION: C /SE1 SQ. ON RIM OF CONCRETE' Apw G.M. BOWM -iN Engineer
of work =
Q � KS
I 3L. PCL.4 Q DcLETE LANDSCAPE r"`� 441%'% IRRIGATION PIPE I LJ
L -_
INDEX MAP 4' IMR14ATIgN LOCATION E OF LAS MO/PRY1S L�►INTERSEM06 M � ExP - 1 RcE
2937
- SCALE / = too uG CTION n ^ -B I ' A4 S BUI� r A $ O,r 10/27/1 7 _ �rl pu y Y^-e" w
SHEET 1 AL A BAJAD _ _
2 AS BU /LT RECORD FROM :_ COL'NTYOF SAN C. 60 YLR /0L CON/..�L Grads,
N. T. S. Al O". L� VQA) 1�h f n
RC.E. 9577 8l /O /B8 I ELEVATION: /78.609 D ATUM U.S.GS. 6 -z1 -OO ,;N.. L /4/9 -^
a.. W
FILE N0. PE - 17e
WATER NOTES SEWER NOTES GENERAL NOTES
40 EASWE 1. Water works Shall be c ucted n accordance with the Standards Of the "ALL WORK SHALL BE DONE IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY WORK
Olivenhain Municipal Water District. Contractor shall have a copy Of the CONSTRUCTION, LATEST EDITION, THE SAN DIEGO STANDARD
SPECIAL PROVISIONS TO THE STANDARD WITHIN THE STREET RIGHT -OF -WAY.
standard specifications on the job site at all times. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO
REGIONAL STAN - 2, THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS AND AS
4' O 2. No work may begin or proceed without direction of District's Inspector.
DAR COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS. APPROVED BY THE MATERIALS LABORATORY.
'
Inspector's scheduling must be 24 -48 hours :n advance of work 1. TRE14CH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE
SHOWN. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CON -
2. PIPE AND BEDDING CONDITIONS. STRUCTION OUTSIDE OF THE PROJECT BOUNDARY.
��� VAMEa 3. Where elevations and grades are not shown on the water main profile, top Of pipe 4. ALL UNDERGROUND UTILITIES
WITHIN THE STREET RIGHT - OF - WAY SHALL BE CONSTRUCTED, CON -
e 2r Z!� profile is 48 inches below center line finish grade Of street (A) ALL PIPE SHALL HAVE 4 MINIMUM OF 3/4
INCH CRUSHED ROCK BENEATH THE. PIPE. NECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING.
C �� (B) P.V.C. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES
�
(' 4 Install a minimum 1 -inch water service to each lot. Meter to be located 5 feet MINIMUM ABOVE THE PIPE SHALL BE 3/4 "
CRUSHED ROCK. A.B.S. SOLID WALL PIPE 5. THE. EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS
COUS TRUCT STRUCTU RAL from a side lot line. A 3/4" high letter "W" Shall be chiseled in top Of MAY BE USED ONLY WHERE PIPE INVERT
GRADES ARE 1X OR GREATER. WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE
.SEC TI PER GE�AIERAI existing curb or imprinted in new curb at all water Service crossings THERE ARE NO OTHER
EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE. TO (6) SIX CONTRACTOR IS REQUIRED TO TAKE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY
NOTE W 2 5 . Manual air release shall be installed at all high points and blow -offs at ell INCHES MINIMUM ABOVE THE PIPE
SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
TYPICAL CROSS 'SECTION low points in the water main profile Fire hydrants may be used in lieu of a WALL PIPE MAY BE USED ONLY WHERE
PIPE INVERT GRADES ARE 1% OR GREATER. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED
STA.9 4 '10 manual air release or blow - off when located at or near high or low points 3. AFT COMPLETION OF PIPE LAYING,
ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLO-
RATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF
NO SCALE 6 . Unless otherwise noted, connections to existing mains shall be made dry. The STRTURES SHALL BE TESTED IN THE PRESENCE
OF THE ENGINEER. AIR PRESSURE TEST SHALL CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL
time and duration of any shutdowns of existing mains shall be Subject to BE U ED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
LOCATION OF EXISTING FACILITIES.
approval by the District. District shall be notified two weeks minimum in 4. THE (CONSTRUCTION OF P.C.L. SEWER MANHOLE PER
SDRSD NO. 17.1. POURED IN PLACE MANHOLE
advance to any shutdown. BASES SHALL BE FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEP- 7.
THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS b ELECTRIC COMPANY PRIOR TO STARTING
TABq FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. WORK NEAR COMPANY FACILITIES AND SHALL
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
Contractor shall coordinate with District all arrangements for high - lining NOTICE: ALL ELECTRICAL AND GAS
SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTAL -
temporary Services, etc. prior to Shutdowns. 5. THE LON ISCHA OF 4 -INCH SEWER LATERAL PER SDRSD NOS 5 -13 AND 5 -14.
LATERALS - LATIONS" FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES
SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. CONTACT SAN DIEGO GAS b ELECTRIC COMPANY, TEL.: 232 -4287
Ext. 1658.
7. Line valves where required at street intersections shall be located On the 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER
SDRSD NO. S -10, TYPE A.
prolongation of the street right -of -way whenever possible. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH
MINIMUM COVER. 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR
COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
8. Fire hydrants, as approved by the cognizant Fire District, are to be installed 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND
WATER LATERALS SHALL BE SHOWN ON ORI- „
°9E V K CVL at locations specified by the Fire District. Construct 4" concrete pad 3' GINAL PLANS, PRIOR TO ACCEPTANCE. FOR
PUBLIC USE. NOTICE LAT TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE UNDERGROUND INSTAL-
ATIONS" FCR LOCATIONS OF CABLES AND APPURTENANCES CONTACT THE PACIFIC
square centered on ridrant.
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING TELEPHONE COMPANY,
TEL.: 298 -0595
1 0 11 9. Contractor shall review all proposed trench work with CAL OSHA. A copy of PRIOR THE ACCEPTANCE FOR PUBLIC USE.
2 C exemption letter or trenching permit, if required, Shall be submitted to the 10. FILL AREAS MUST BE COMPACTED TO 90X
PRIOR TO PIPE INSTALLATION. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, D.
e% VIS, THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, If NEEDED.
r- �- District prior to construction.
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN ADVANCE
OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT
ARE "UNDERGROUND INSTALLATIONS" FOR LO-
Flly 10. Revised Standard Specification for Sterilixatior,
follows: "... a chlorine concentration of approximately 50 ppm or that which 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY
DEPARTMENT OF PUBLIC WORKS FOR ANY
K GE t;IJEFt UCT STRUCTURAL SEGT1o1J A.I- will provide a minimum rdsidual of 21. ppm in all parts of the line after 24 hours EXCAVATION WITHIN
EXISTING COUNTY RIGHTS -OF -WAY. -- ll. POI'F.R SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" IMPROVE -
P MOTE 2 hacE Llapsed. MEAT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT
-OF -WAY, OR
13. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. WITHIN EASEMENTS DEDICATED TO THE
COUNTY OF SAN DIEGO.
T YPICAL C ROSS SE CTION - KN=LES 14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS
I1. All existing facilities which may affect s hall be f design, fi line crossings, d verified. All THE DATE OF ACCEPTANCE OF
THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR TO BE PAVED.
PRIVATE ROAD FOR TP.M. ISM line paralleling or proposed connectio s
STA.1 +45 TO 1 #80 4 4.130 TD 5+50 existing or proposed utilities crossi ng or within 10 -feet of proposed P water ALL SUCH WORK,
TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT 13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE ENGINEER PRIOR TO MAKING
CHANCES
NO SCALE MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE. YEAR PERIOD FROM
mains dull be shown on improvement pesos. THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR
AND TEAR, IN THE FIELD.
12. Valve boxes shall be integral cast iron lid and frame assembly, type CV-8, as UNUSUAL ABUSE OR NECLF.CT EXCEPTED.
manufactured by Southbay Foundry or Alhambra Foundry Company Ltd.,
Identification marking for lids per District directives.
WORK MSG
13. Internal ferrous surfaces of all valves exposed to water shall have a certified IT /S AGREED 7uA T F/Et=O claw/ma AmY REQU IRE CkAA1dE3
7b 7NE56 PLAA/S. TO BE
factory applied epoxy coating not less than 10 ails thick IMP00VEMENT5 C0950T OF TWE F OLLOWWG WOIf1( TO
DE POUR ACCOI2DILIG
/T0 FURTA/ER AGREED THAT rHE OWER (DEVELOPER) .S AU. NAVE A )f661$7ERED TO T1,1E9E PLAU5,TWE CURREUT 5AW DIEGO COUTT
EUGIUEER DEPARTMEUT
4d Irmo A5 2 14. Unless otherwise shown on plans, all valves 12" and smaller with static CN /L &1&A/EER AVIOr &/CN C#"GES, A0ERA770VS
OR ADA/710A/S 7U THESE FL'AA/S STAAIDARD 5PECIFICAT10119 AUD 5PEGAL PROV15100t) Foe IMPi2ONEMEIIT
pressures of 200 psi or lass will be American - 80 CRS, Kennedy Ken -Seal, or WN/Cf/ MC 4DAREC7"0R OF PUbL /C A"KS DEMRNIA169
ARE AICC63URYAAV LLC51RABLE OF 5U5DIVI5ft 9TICEET5 AUK STA1 DAICD eEFFEREUCE DRAWWG5
Mueller Resilient seat gat* valves or District approved equal. All valves 14" FOR THE PROPER COMPLET /GW Or THE /MPROVEMEA/75.
',
and larger with static pressures less than 175 IMPROVEMENT STD. Oft ni
g P psi will be Pratt or Dresser
PARCEL 4 7 FURTHER AG4EE ro CCWA�EAk;E /AAOR CM/ AA/Y /M/9QOVEME.I/75 SA10WA/ All T HESE
Butterfly Valves or District approved equal. All other valves shall be
District approved plug valves. All valves shall be in accordance with or TRc W/ srR 6)(1877A10 COUA/7Y RUNT - -Ac WAY W/TH /A/
6o L14Y5 AFTER /SEVER),E COW 5TRUCTURAL r.�6CI"
O.M.W.D. specifications
go /
a' Glc THE COA/STRUCT/OU /t1ERM/rAAJD Tb PURSUE SUCF/ NADRK ACT /YELP AU EVERY (Puz UOTE 02)
AK)RMAL WIO�KK/A/G DAY UAIM CGIWA:ETED IRRESPECTIVE AAAD /�/DEPEAIDEA/T
l �fj l 15. Water services for all commercial developments shall have an approved backf low OFAA/Y oTNER IK'MA' ASSOCU7FD W/TH r/-//S PROJECT
09 U.UDER MY COL/t904. FILL 3LOPE (t fl)
I)
GJ � prevention device on customer's side of water aster. l CUT SLOPES (Iy2 l)
16. Contractor shall submit for District review, manufacturer's catalog cuts /shop % COWSTRUCT IA UXI) l3ROWDiTa4
--► -�
drawings for all items of work prior to installation. OWA/ER ; COY R 4lW1XR5 LVW1_0AWkT CO.
X64 RAX140 9AAA'A FE ROAD COUSTRUCT LIUF-D twow DITCW
COUSTiZUCT STt2UCTUIZAL SECTIO 17. Water system completion shall include installation of H&C 437 mater box at all Q(.IVEA/NA/AJ
PER GEAIERAL MOTE N 2 curb stops District approved equal. , CA 92024 105TALL b" PV 5EWERLWE S
TYPICAL CROSS SECTION � Aft : 259 - 231 - 26
IUgTALL MAU4IOLE O
PRIVATE ROAD FOR TPM lett,30 IA15rALL 8" P VC AWWA (C 900) WATERUUE W
STA.2+25 TO 4.35 4 6+00 TO 7+4312 -' W I WATER IMPROVEMENTS PER OLIVENHAIN KW D. STD. DWGS t OR SPECS
NO SCALE LE C
8 " PVC -
h v In "l Construction of Polyvinylchloride, water mains. size, -�
y type and class as noted
," 6. V.
C s tn Constrllctime of Sate calve assembl . size and type
as noted
1 SH ET 3 ICCRT /FY7,WArM6PR1VA7L*R0AD1AfAW .WA/73 Construction of fire hydrant assembly �'���--- �"F'N'
S N AS SNOWAI0A1 NO P4" MrIVIAS A46 iWOU/RE
I 0 Awns As sme0 AV rw rl AWKE OFAPARO1NL Construction of blew -eft assembly .�.�'.(}• �.� •..• �
�.t /&mAMDrI/E��I wwAvRPP /✓Ar6 Construction of manual air release A55EMDLY N �
DA r6 „
Construction of P/0 x P/O x flange tee M/
490. 77577 �o � � �
d E! �,€ DECLARATION OF RESPONSIBLE CHARGE
flange valve
y /A/51°EGT /AU der: ._
41 �4' T I A /EKEBY DECLARE TNAr I AM THE EA/G /VEER of WORK 4141.5 PROJECT, SHEE 3 M ENGINEER OF N09K Construction
of all P/0 tee
THAT 1 HAVE EVERCIMD RESPOACS /!!LE CAJAR6EOKK A E DE,SAW OF THE
A.- � C] COUAITy Construction of all P/0 cross �- -- --
`yCV O y 1p O PROJECTAS DEFINED M1 SECT /OA/ G703 of THE 6LISIA✓ESS MIDPROFE3S/0AS
fi g, CCiDE,AA/D THAT THED65 /6I /S CtWS /SrEVT W /rW CURREOT SrAAAM1005. 'SECURITY REOU�RED: Construction of redocer
T VA/DERSIMAID THAT rY. CHECK OF PROJECT DRAW /NG5A{AD SPdcC /F /CAT /OA/S ❑ YES Construction of cap assembly
BY THE COUNTYOF.SWD/ EGO /5C0A1,c1W 'D 70AREWEWOAXYAA1D00E'SAOr ® Ro Construction of water service �-
SITE RELAEVE ME A5 EA/G /MEEK OF WCKk, OFMY RESPOAI,S' /B /L /T /E'S AOR Y I &VIE MRCZAM7Y " P10 = PUSH -ON
OR MlEC:R4WK-AL. JOINT
PROJECTDeS /GA/. K EY MA P �� "E P+ Ayf 7- WATER MAIN EXT. N0. 135
ly C' FOR B WMA , D /RECTOR ATE
o
NO. 2*77 DEHIRTMEA/rOFPUBUC WORKS PRIVATE CONTRACT
DATE
G PERMITS / 4
d . / 2 7 f � E XP s -s / - 9/ �
COUN N OF CAN D01111M a.c.E. Z9677 2
I MP ARTM EN T OF PUKX WOO SHEETS
PMYNE FkWO PA= ENMNEERM REZONE PERMIT NO._ _ NIA
PRIVATE D AS BUILT 2103 EL CAMINO REAL, SUITE 104 0 SPECIAL LNE PERM NO. PRIVATE ROAD PLAN
w� �� ,, OCEMOK, CA. M54 SEWERLINE EXTENSION
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