234 (3) L . #'O'TM •L . C . W. D. SEWER NOM
1. A PERMIT SMLL M OBTAINED FROM 1HE COUNTY DEPARTMENT OF 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER DIS-
TRANSPORTATIONFOR ANY WORK W I T HIN THE STREET RIGMT "oF "wAY. TRICT (L.C.W.D,) STANDARD SPECIFICATION.
2 THE STRUCTURAL SECTION ,MALL BE AN ACCORDANCE WITH SANIDIEGO 4'• THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY
N 0 R K T 0 9 E 0 0 N E
COuNTYSTANQAmmAmoA SATE mov1EDByTNEMArER /ALSLA80RATORY" I CONSTRUCTION. 3 AZ4 r 2 THE IMPROVEMENTS CONSIST OF THE
FOLLOWING WORK TO BE DONE ACCORDING TO THESE
3. APPROVAL Of THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE S• THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR
ACS 7N U)yJ PLANS AND SPECIFICATIONS, THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT
APPROVAL Of ANY CONSTRUCTION OUTS /DETHEPROJECTBOUNDARY TO BACKFILLING OVER ANY SEWER 'Y's, DO * THE CONSTRICTION
OF W4T
b
A.C. ANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION
4. ALL UNDERGROUND ursutAff witHAN TNt srmEET RK;Ht•OF "WAY SMALL BE 4 THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPfCI-
� j�JO STREETS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
CONSTRUCTED, CONNECTED AM TESI«ED ►RAOR TO CONSTRUCTION OF BERM, FI CAT IONS. �! �
CURB, CROSS GUTTER AND PAVING �. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE QIEb f�}t �''� *INDICATES
WORK TO BE DONE IN ACCORDANCE WI TN OLIVENNAINM.W. D. STANDARD DRAWINGS I
T� OF 0 JNO PA AND /OR SPECIFICATIONS.
S
S. T H E EX /STANCE AND LOCATION OF EXISTIN I
A UNDERGROUND NA IL OLE L. 6• APPROVAL ENGINEER. OF THIS PLAN BY L.C.W.D. DOES NOT CONSTI TUTE A REPRESENTATION OV CA M
I N P R 0 V E N .E N T S � T Q. O N G ,, Y N 6 0 L
HOWN ON THESE PLANS WERE OBTAINED BY A SEARCH Of THE AVAILABLE APPROVAL C N � NN+A ��
CY OF-THE LOCATION OF, OR THE EXISTENCE OR NON- EXIST-
FACILITI E THEB tHEREA AS TO THE ACCURA
V E , THEC REXACTOR ENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS MAP '' '� Iv� ^~` � THE GRADING
OF STREET (SEE TYPICAL SECTION) - - _ _ _ _ _
FACI I TIES EXCEPT A$,fI1�Ar ON THESE PLANS. HOWEVER, rHf CONTRACTOR �� _
IS REOU/RED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY OF THIS PROJECT. THE PREPARATION Of SUBGRADE AND
PAVING OF
EXISTING FACitITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF 7, ALL LATERALS AND MAINS SHALL BE TESTED AFTER CONSTRUCTION OF ALL OTHER A'
� M � 1 I STREETS (SEE TYPICAL SECTION AND NOTES) - - - - - - _ _ _
ESEPtANS. UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPECIFICATIONS. .r''' ' f•.N,�.� pL > - - - -
- - - -
RECORD OR NorSHOwNONTN LOCATION AND ELEb001011I 4W W0fiM'itY!'0 NTS t0 BF MET By WORK TO BF I. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 -HOURS IN ADVANCE Of BEGINNING
WORK t 1 (�lM�: • CpNN s WHEELCHAIR RAMP -�
--------- - - - - -- SONG - -J@A �a
SO THAT INSPECT ION CAN BE PROVIDED. (,0 !r•
DONE SHALL IE CONPARAlED BY i/E[D MEASUREMENTS IRlOR TO �
10 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINIMUM _ I
-
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 9
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. :
THE CONSTRUCTION OF TYPE "G" CORN AND GOTTEN G_2
SOFF /CIENTL Y AHEAD Of CONSTRUCTION TO PERMIT REVISIONS TO PLA1kS }! _ _ - - - - - _ -
/F RFV /S IONS ARE NECISBARY BECAUSE Of ACTUAL LOCATION OF EX /STING ALL COTS SMALL BE SERVED BY 4 -INCH V.C.P. LATERALS SET AT A MINIMUM
(CALTRA)VS
GRADE OF 2.Ox WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH OF TRAFFIC SIGNS______- ___ - - -- _-
FACILITIES. °y �. , s ��-�% "R R1, R7, R7A, R10�T
6 MINIMUM FEET BELOW TOP OF CURB AT PROPERTY LINE, UNLESS OTHERWISE
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS i ELECTRIC COMPANY APPROVED BY L.C.W.D.
. e A j �� � ' ���� F :� THE CONSTRUCT ION OF STREET SURVEY MONUMENTS _ _ _ M -10 _ _
_ _ _ _ _ _
COORD/NATEHISWOfttT
PRIOR t0 STARTING WORK NEAR COMPANY FACILITIES AND SHALL 11 STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAIL N I?
J �w N•�H� ® .
WM1; ANyREPRESENTArlVES. C ABLE AT THE DISTRICT OFFICE. �N I $ 1, ��JJ i� ��/
THE CONSTRUCTION OF CROSS GUTTER
NOTICE ALL EL ECTRICAL Alit GAS SERVICES WITHIN THIS PR ARE � I NI7 , � _ _ _ _ _ _ _ _ G -12
, ... :
"uNDFRG p
- - - -- - -- ± = �11 f1
RDUNO INSTALLATIONS" FOR LOCATION OF ELECTRICAL 12, ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE L g C
cow
AND GAS PI - ,- -�� ' i
OF THE CONTRACTOR. g i:]y PIPING AND APPiJRTENANCES CONTACT THE SAN �/ �E L �-- ,
THE CONSTRUCTION OF TEMPORARY A.C. BERM
G _
TELEPHONE: JOB MIXING Of CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF / C
14 THE DISTRICT_ _ s� t." aY ^
A B EL ECTRAC COMPANY. 13
8. THE CONTRACTOR SMALL NOTIFY THE PAC/F!C TELEPHONE COMPANY PRIOR
ALL PIPES SHALL HAVE 4 -INCH MINIMUM CRUSHED ROCK BEDDING, SHOWN ON 5 j� j l THE INSTALLATION OF STREET NAME SIGN
- - - - - DS -13
- - - - -
T _ _ _
NOTICE: ALL 7EtEPMpME $tIIWl N I�A TMIW THIS PROJECT BOUNDARY Am L.C.W. STANDARD DRAWING S - 12.
O STAR TING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS
16 INSPECTOR SHALL BE FURNISHED THREE S ETS OF CUT SHEETS, �E
WORK WITH COMPANY REPRESENTATIVES. 15 r
WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED „TNE INSTALLATION ION OF S TAEET L I GNT
- - - -_' -- f -1: E -2
tAwIDN BIfLtATIMMN se�R Loc,MrroAr of ES NO A _ _ _ _ _ _
AMURTfAFANCSS CONTACt THE PACIFIC TEL EPHONE COMPANY. TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A CTED QUAL DI SOILS /
.q---
ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED /M �' - THE CONSTRUCTION OF P.C.C. ; DRIVEWAY
_ C -14.1, G -15, G -I6
- - -- i
tFtEPAKiNE ?9B 0395 BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICA- - "
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE TIONS AND DISTRICT SPECIFICATIONS. �/' „ THE CONSTRICTION
OF RCP AND ACP STORM DRAIN _ _ .. D -6O, D -61 _
UTILITY A GENCIES, AD THEM OP THE PROPOSED IMPROVEMENTS, AND 17.1 SEWER LATERAL TABLE 1S ON SHEET N0. 4 «ww. =• d�rpiflw
+Y s
• THE CONSTRUCTION OF TYPE "B" CURB INLET - _ _ - _ D -2.1 - _ _ _ - _ _ _
BEAR THE COSrOf RELOCATIONS, li NEEDED KEY MAP 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING
A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR SCALE. I ° e20p '
OTHER PROVISIONS. TO BE MADE FOR WORKER PROTECTION FROM THE - HAZARD OF
CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR
11. POWER SOURCES ARID RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR
THE "AS•BUIL t" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE t oc ATFO ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER
w ltygr MA THE DEDICATED R/GMTOFWAY. OR WITHIN EASEMENTS DEDICATED PRIOR TO EXCAVATION. IF THE PLAN VARIES ETON THE SHORING SYSTEM STAN-
WATER SYSTEM NOTES
TO THE COUNTY OF SNNONG* DARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL #W Cam- ,. THE CONSTRUCTION OF
LINED DITCH _ _ _ ,. ,. _ „ ,, s, D -i'#.A - _ _ - � ,. -
PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRAC- - -- -- .
- TNE CONSTRUCTION OF UNLINED OITCN AS SHOWN ON
TOR'S EXPENSE. 1 . Water works shall De constructed in accordance with the Standards of the 1t. NEI TIER M E I
• I 3' /f fNG!!NEfR OF WORK W I L L ENFORCE SAFETY Olivenhain Municipal water District Contractor shall have a copy of the PLANS (SEE
DETAIL)
S T R ICT A OA AI Ait EONS. THE CONTRACTOR SNAIL DESIGN, CON - anes. _ - .a
STRICT AND MAIN AIN ALL SAFETY DEVICES, INCLUDING SNORING, AND standard specifications on the job site at all ti
TIE CONSTRUCTION OF SEWER "MAIN - - _ _ - M
NAIL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE Ar
-- -- �* 2. When &I long sad pEWae Ov*40et sAoen on the water main profile, top o pipe'
' _ _ SAFETY An B[AITN $►ANDAROS, LAWS AND REGULATIONS.
profile #
AND FEDERAL SA 48 inches beida center line finish grade of street. TOE CONSTRUCTION OF SEWER HAMNOLf - - -
S -17 -
_ '
13. TOE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUB- 3. Install a minimum 1 -inch water service to each lot Meter to
be located 5 feet TNE CONSTRUCT I N OF4I!%SfWfR LATERAL - - _- _
HITTING A DETAILED PLAN TO THE COUNTY ENGINEER SHOWING THE DE- t li - S - 13, S - -
SIGN OF SNORING, R I NG, from a side lonp. A /Ili shall be chiseled is Cop of
KW 34 . « AEI► ltttar W
tr 0 FIG OR OTHER F C SIGNS l0 BE S.OB /OI existing curb or iMP11 se seer eus'b at all water service crossings.
`
MADE FOR A rr ►Nf NAtAAD Of LAYING GMONIrB SLO1EAla►
T O E PIPE LL A T ION OF REIN RENCM OR TRENCHES OR 019 1119 4W.4.. $AA IIr 4. Manual air release shall be installed
at all high points in the water main
TOE PIPE INSTA TNEAEIN. THIS PLAN MOST BE PREPARED '
FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY $ S ELECT
'STRAPOACAfDfWALK /Yep) profile. * THE CONSTRUCTION OF A.C. WATER MAIN -(C1- _ _ - _
FIE C ONIY ENGINEER I EXCAVATION.
CaEAm CA RAC GMS TYPE • 110 A STIINCTION OF GATE VALBE
T R IO 1 i TNE PLAN SARI ES T
S ELEPHON K TC,
A� f7 ) ¢I1000 to existing mains shall be made dry. The'
FROM T OE SN NaINR 1' StfM SFIf�fNAA1PSfS ►ANLISNEDBYTNECONSTRIC- 5. Unless otherwise noted, eonae
ONEATHERdNF.IfASAIEL"ES.IARY
T ION SAFETY ORDERS, TIE PLAN SMALL BE PREPARED BY A REGISTERED (TYP,) time and duration o� any shut downs of existing rains
shall be made subject to • CON - - - - - -
approval by the District. THE OF FIRE HYDRANT _ _ _ _ _ _ _ _
_ _ _ _ _
CIVIL OR STRICTIAAL ENGINEER Al THE CONTRACTOR'S EXPENSE. _ _ _
TYP ICAL SECTION 6. .. y A.C. on line valves where required at street intersections shall be EA' SEgZe- - -
_ _ _ _ _
14. WNfRf TRENCHES ARE W/TNIN EASEMENTS ADJACENT l0 FYIYRE BYlIO- - _ _ _ _ _ _ _ _
i>r-s
V/A I� ONTORO OR/VE located on the prolongation of the street right- of-way whenever possible. * ►NE CONSTRUCTION OF BLONOFF
ASSEMBLY -
JNG SITES SODS RIFI�IA ►S SEAL BE SYINITIED t0 THE fNCINffA �� - ' - - - - - - - -
- - _
OF WORK it A #ALIFIE# SOILS EN�INEER WHICH CERTIFY THAITRENCN 7 Fire hydrants as I
BACKFILL WASs Afrgf AS DIRECTED BY THE SOI ENGINEER IN /VO.9C.gLE N N -SITE EARTHWORK SPECIFICATIONS. at locations
specified by the Fire District. approv by the cognizant Fire District, are to be installed t THE CONSTRUCTION Of A/ANUJL A/R RELEASE ASSEAiOLY
ACCORDANCE JAI T
15. SITE GRADING MALL NE IN ACCORDANCE WI TN S. Contractors shell acquire a treneAing permit from the California Division
of
Industrial Safety for all trench work where facilities are to be constructed
R/W
16. NO PAYING SHALL BE DONE INT 1 L EXISTING POWER POLES ARE RELO- 63 for, or to be turned over to the olivenhain Municipal
water District Copy of p wor
,
permit shall be submitted to the District prior to start of k,F
CATEO ONTSJNf TIE AREAS TO /E PAVED. • � � « _ . „• • "
SIILI" FOR 9. Revised Standard Specification for Sterilization, Sec tIY
CONSTR ICTION .(OB SITE CONDITIONS DURING TOE COURSE OF 7 follow": «.... achlorineconcentrationofapproximate) 53
50 ' I °`
17. CONTRACTOR ES "IINAT NE SNAIL ASSUME SOLE AND COMPLETE tion C -1 to read y ppm or that which P• •
IC TON OF PITS PROJECT 1 NCLUD I NG: SAFETY OF ALL diAWC!/T EX /8T /NB AND will provide a minimum residual of 25 ppm in all pares of
the line after 24 hours r
IERSOMB AND rAOIEATY, AND INAT THIS REQYIREHENT SHALL APPLY ' "�
OVERLAY AS NA�'ESU" RK 2 'P' CG / y�/tED01 '� a �..
CONTINNOISLY AND N 1 Of LIMITED TO NORMAL WORKING HOURS °, ` „• ° ,
A SMI rN TRAAI/S7VN �l477�IIMI OlA/T l0. QNII ,Ir C> I IT M pRrl+tlNatNr
Al WI[IE design, i.e.; line crosaiasa !'
AND TN TON r Ei ON LESS FRO DEFEND, I NDEHNI FY AND II L I /� , ON THESE PLANS w /t MAiPi1 EXISTING
COUNTY
THE OW RIGHT"
NER ANOGINEER IAAIIM ANY AND ALL LIAB/L11Y, 11 11 be field, verified
sld connections sha
CU,PB •. shall
WAY WlTM/N 60 GAYS AfTBR A fJ1lNGEOi THE C0A1STRUCTKJM
REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE Of WORK `� A!N;A/OyrENot 9
ON IMPS 8" B-3' G- be integral r*: �!� �� PERMIT AND TO PURSUE � WORK ACTIVELY ON FvE
NEGLIGEN CE i EXCEPTING L TY ARISING FROM THE SOLE . Vi
O4 THE OWNER OR ENG NfER. 9 11 Cl ba s c46t ltbn•'lid and frame assembly, type
Gv -8, as - i14pRIIC DAY iINTIt COMIPCETED. IRRF "
A•(i� actured by hwe
CE Of ENG Alhambra Foundry Company Ltd.,', R 'III pIEM 1NB 119T EJyr ANY OrHFR MIDI iIC
AS IA CTF 1
jiflcation ma`. f P ," strict directives. "
Xr TNNJ'PROJECT OR UNDER MY CONrROt
18. THE CONTRACTON STALL if RESPONSIBLE TO INSURE THAT ALL SLOPES ' • �' �+ - - t2. I tuna n �
I • " .._ "
STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE _ - -- * e poxy "" ,, OWNER:
td [or,
Q" PC. a applied su o r K ac coat t in ;inot Less mils thick. have a certified y" i' #�
WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE ' S/DEiVALK EX /ST. A.C. P►YMr S ,
PLANS OR FIELD STAKES THE CONTRACTOR SMALL RE VEST AN 1N- � Isr
TERPRENTION BEFORE MING ANY WORK BY CALLING HE ENGINEER it ail ualve3 " and s�aliec with re of 1
} tic press psi or less will bs
4= AEWAW
p r AAMCican - 30 CitS ;;Kennel g E JT /N, C.t. JeS.0O M. (714 730 -/' 7%
OF WORK AT gg - 7 7 Nf CC NTRACTpR SHALL ALLSOo TrAKE NECEEggSARY G "TYPE "G" PAVE ACCORDING TV AVAtry District a y Ken
-seal, or Mueller Resilient seat ate valves o
,
STEPS l0 PR T C TNt PROJEC� AND ADJACENT PRt)PERlY FROM AN1� a p proved equal. All valves shall be in aacordanuwith
O. M.W. D. ASSESSORSPARCEL j
C!/RQ , 144 ER ENG //VEER & REPENTS >S...wtiaae s•
EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS BY .�,
APPROPRIATE MEANS (SAN BAGS HAY BALES HALT CONCRETE OYE/t
BASINS DIKES SNORING ETC.) NTI SUCH TIME THAT TNE M7TE.'ALL977�CA:"TL(71l5 TEMPORARY DESILTING 4" ASP "CLASS P A6GRE6A7rQ,/tl1E
RICK ENGINEERING Gb MPANY
OWNER, AGENCY OR
PROJECT IS CONPCfASS ASS OCIATI ON A IS T 0 F MAINTENANCE BY WHATEVER *416115 A!LCM�IMD/tG{L (C44MAINS) OVER 9" NAT IIIE N' M?ffMVCW Mt
A" COMA "CAAL V&VCLCPAMEN75 SALILL MAW-A14 APPROVED PLANNERS • CIVIL ENGINEERS - AND IURNEYM
ASSON IS l BE ULTIMATELY RESPONSIBLE 3P{e{LL�+,'/BQ/y�TT$ (py SUBAsRADE COMPACTED TO eaCKPLOW �°`v� av Slue OPVM7tR METL
-R. lfiD"nlaUS RsgaIt" IEao Nils• reuu�onc (71a)lale7p
FOR MAINTENANCE. $O,p►(/M AM- cu•r�•t)V r 16% RELATIVE 6'IOMPACTION
- _ __ =_ - CALIF. CDM. NOM: _:� -1689 P'IVATO 10 i1tT1�ACT°
WORK SHALL B
_19 ALL SANDBLASTING SMALL BE NE BY THE CONTRACTOR. ALL STRIPING AND RPM. 3 4 ow _ fin PERMITS
E DONE BY COINMTY FORCES. T /CA4 SECTION
BNMTr M TAN 111660 W A6 7101111115 0A10"- e�...:uo«,rn,,v 7X46 co..wry s...vr � «,may
EL CA NO REAL RE Z ONE PERINir Two. /.
_] DIPABTNIW M POBUa WORKS
Ate► ty st c u.N.,n a.w4c Awls VW wao ee. M
NLAN3 ISCW 'R WF110VtMENT OF: '
Ni ,S A LE SPECIAL USE PERMIT NO. N�• '
GRADING PERMIT NO. L -0"7 WATER MAIN EXTENSION NO. 133
FL000 CONTF70L DISTRICT SEVVER AGENCY VW►T�Bi ArCXNCY �01e R 4k WATER ONSITE�
Bw1Y 3i1t!I.D CANG�
fAN C MG O CO UNTY - FLOOD CON DI REC TO R DISTRICT LEUCADIA COUNTY WATER D /ST. OLIVENHAIN MUNICIPAL WATER DISTRICT "' °iK"�""'
INlTAS III 322.
R.J. MASSMAN ,. DIRECTOR �� DMe DESCaatro+I TV** MAU ffu !!t4WMEA,R'
WATER WORKS APPROV BOYLE ENGINEERING CORPORATION AL I' /O S "G I CURB7t7 B
oD 9M�y�pp n r
Appal wile ey. ANWasI p Approved by L1 J Ir ✓✓W
Dia its Consulting Engineer
DATE: DATE: 3I /IrrI�'S .� ���jB✓� SD -001- 390 -01 RECOIIDiI10M
R.C. 53 DATE JOB NUMBER �•- -�`FS�
+r+.+.+ I►IMM
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