1232 CARDIFF SANITATION DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT
GENERAL NOTES: SE
WOR TO BE DONE:
"ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT.
1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF WORKS CONSTRUCTION, 1979 EDITION, THE 1979 SAN DIEGO STANDARD SPECIAL PROVISIONS CONTRACTO
R SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE
PUBLIC WORKS FOR ANY WORK W/ THIN THE STREET RIGHT -OF -WAY. TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN 2.
WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48" BELOW CENTER DONE ACCORDING TO THESE PLANS,
THE CURRENT SAN DIEGO
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." LINE FINISH
GRADE OF STREET. COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS
COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORA TORY. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE SHOWN. 3. INSTALL
A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED OUT OF DRIVEWAYS. A 3/4" HIGH LETTER AND SPECIAL PROVISIONS FOR IMPROVEMENT OF
SUBDIVISION
STREETS AND STANDARD REFERENCE DRAWINGS
W SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 2. PIPE AND BEDDING CONDITIONS. 4. MANUAL AIR RELEASES SHALL BE INSTALLED
AT ALL HIGH POINTS IN THE WATER MAIN PROFILE.
APPROVAL Of ANY CONSTRUCTION OUTS /DE THE PROJECT BOUNDARY. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. 5. UNLESS
OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUT IMPROVEMENTS STANDARD DRAWINGS LEGEND
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -Of -WAY SHALL BE (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES
DOWNS OF EXISTING MAIN SHALL BE MADE SUBJECT TO APPROVAL BY THE DISTRICT.
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- 6. A.C.
BY A.C. ON LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON THE PROLONGATION OF PREPARATION OF SUBGRADE 6 A.C. PAVING (SEE TYPICAL
SECTION & NOTE 2)
CURB, CROSS GUTTER AND PAVING. DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. THE STREET RIGHT OF WAY LINE WHENEVER POSSIBLE.
5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES
7. INSTALL FIRE HYDRANTS AT LOCATIONS REQUIRED BY FIRE DISTRICT, AS SHOWN ON DRAWINGS. 6" TYPE "G" CURB G -2- -
MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT
FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY FOR ALL
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH Of THE AVAILABLE TRENCH WORK WHERE FACILITIES ARE TO BE CONSTRUCTED FOR OR TO BE TURNED
OVER TO THE OLIVENHAIN MUNICIPAL G___ --
BE USED ONLY WHERE PIPE INVERT GRADES ARE 1X OR GREATER. 6" TYPE "A" A.C. DIKE_. - 5
RECORDS. TOTHEBESTOFOURKNOWLEDGE ,THEREARENOOTHEREXISTING
MATER DISTRICT. COPY OF PERMIT SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO START OF WORK. --- - - -� --
FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND
9, FILL AREAS AT WATER MAIN LOCATIONS SHALL HAVE A RELATIVE MINIMUM COMPACTION OF 90 %.
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY STRUCTURES SHALL BE TESTED IN THE OF THE ENGINEER. AIR PRESSURE TEST SHALL 10.
FIRE HYDRANTS SHALL BE "TONES" CROSS GUTTER ____ -. _ _______ ___ _ ____________ __ _ G -12
J -3700 BESIDENTIALTYPE WITH A MINIMUM OF 36" CLEARANCE MAINTAINED qND
EX /STING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. AROUND HYDRANTS. 6" STEEL
PIPE POSTS SHALL BE REQUIRED WHEREHYDRANTS ARE SUBJECT TO VEHICULAR DAMAGE. 3 112" G- 7,G- 9
RECORD OR NOT SHOWN ON THESE PLANS. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -17. PRE -CAST MANHOLE BASES 11. REVISED STANDARD
SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ AS FOLLOWS: ". . . A CHLORINE CONCEN- _ -
6. LOCATION AND ELEVATION Of IMPROVEMENTS TO BE MET BY WORK TO BE ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL.
TRATION OF APPROXIMATELY 50 PPM OR THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE STREET NAME SIGNS___
LINE AFTER 24 HOURS HAVE ELAPSED."
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO - - -- - - - -- _ -- T
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NOS S -13 AND S -14. LATERALS 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL
DESIGN, I.E.; LINE CROSSINGS, LINE PARALLELING OR PROPOSED
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. CONNECTIONS SHALL BE FIELD VERIFIED.
SEWER MAIN
EXCAVATIONS AND LOCATE EX /STING UNDERGROUND FACILITIES
SUFFICIENTLY AHEAD Of CONSTRUCTION TO PERMIT REVISIONS TO PLANS 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSO NO. S -10, TYPE A.
4" SEWER LATERAL_________ ______._- S- 13,S -14 ____0S
If REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 7 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER.
FACILITIES. CONCRETE MANHOLE
8• THE FINAL LOCATION AND ELEVATION OF SEWER AND MATER LATERALS SHALL BE SHOWN ON - - --
7. THE CONTRACTOR SHALL NOT /FY THE SAN DIEGO GAS & ELECTRIC COMPANY --- - - - -- \%
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. CUTOFF
WALL __ _ S -1 OA
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN P/L C/L STREET LIGHTS AND FIRE P/L
$' -
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. � HYDRANTS (EITHER SIDE) 52' * A.C.
NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. ASBESTOS
CEMENT WATER MAINS_ __ "
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 10' 32'
1 '
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN ?.N4� I 5' 16' 16' S' * 1" WATER SERVICE
DIEGO GAS& ELECTRIC COMPANY. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT 48 HOURS IN ADVANCE 2z 7' ELEVATION
SHOWN 1 WATER METER BOX ....,
TELEPHONE 438 -6060 OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. ON PROFILE 2% ti
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE
YEAR ti >: ` * CAP ASSEMBLY _ -
TO STARTING WORK NEAR COMPANY FACIL /TIES AND SHALL COORDINATE HIS AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SWILL REPAIR OR REPLACE
* ' s'.
WORK WITH COMPANY REPRESENTATIVES. ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH 14AY BE DISPLACED IN SO DOING, 1 C/L
' * BUTTERFLY ASSEMBLY AND BOX -�
NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD
' 3 112" P.C.C. 6" TYPE A.C. PAVING 1 BASE 6" TYPE 3 1/2" P.C.C.
"UNDERGROUND INSTALLATIONS ". FOR LOCATION Of CABLES AND FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND SIDEWALK
"G" CURB (SEE NOTE 2 ) "G' CURB SIDEWALK * FIRE HYDRANT 6 FIRE HYDRANT SERVICE - -�
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TEAR UNUSUAL ABUSE OR NEGLECT EXCEPTED.
TELEPHONE: 298 -0595. NO SCALE * CONSTRUCTION OF A.C. x A.C. FLANGE TEE W /FLANGE ACP VALVE
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF TRANSPORTATION
FOR TYPICAL SECTION -52' STREET ( Z "A.C. / /Z" CL. 37L D.G',S.C.
UTILITY AGH NCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS -OF -MAY. 95 Yo
R /CJ * CONSTRUCTION OF ALL A.C. CROSS
BEAR THE COST OF RELOCA TIONS, IF NEEDED. 14. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. C ALL£ CHRISTOPHER
(COL - - SAC)
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND
C/L STREET LIGHTS AND FIRE * BLOW -OFF ASSEMBLY ��
P/L
15. FOR SEWER LATERAL TABLE, SEE SHEET 8. P/L HYDRANTS (EITHER SIDE) 56' * " �M A.R.
INSTALLATIONS ". FOR LOCATION OF CABLES AND AGOUQ T£/VANCESCONTACT MANUAL AIR RELEASE OR AIR II VACUUM VALVE ASSEMBLY
TELEPHONE: 942 -9944 " AC WATER 1 10' 36' 10'
11. POWER SOURCES ANn RUNS.SERV/NG STREET LIGHTS SHALL BE SHOWN ON 36 35 34 � ?. D -2 _
Rte'•'• :
26 ' �'
THE 'S-BUILT" IMPROVEMENT DRAW /NGS. ALL SOURCES SHALL Bf LOCATED 38 10" AC 33 P SEWER VC 32 31 12 30 29 28 2 I 5'
18' 18' 5' CURB INLET TYPE "B" 0 ' ' f q/ 7' ELEVATION SHOWN CURB INLET TYPE "C" D -3
WITHIN THE DEDICATED RIGHT -OF -WAY OR WITHIN EASEMENTS DEDICATED WATER 8" _ 1 + g P5 ON PROFILE 2X 1
TO THE COUNTY OF SAN DIEGO. 37 + -� ?z �--
39 C LE HRISTOPHER- 24 �• STORM DRAIN CLEANOUT TYPE "A" D -9 = �_
1 011 C �. 1. �!
12. A.C.P. STORMORAIN CURVATURE SHALL BE ACCOMPLISHED WITH 10° (MAX.) FACTORY 40 WATER -0-1000 88 a ' 23 14% C/L
y CURTAIN WALL D -38
ELBOWS WHERE MANUFACTURER'S RECOMMENDED JOINT OPENINGS WOULD BE EXCEEDED. 81 82 83 g4 85 86 87 89 ti' 3 1/2" P.C.C. 6" TYPE
A.C. PAVING 3 BASE 6" TYPE 3 1/2" P.C.C. /
41 8 1 1 g7 96 n "' 22 SIDEWALK "G" CURB (SEE NOTE 2) "G" CURB SIDEWALK RIP -RAP
D -40
13. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE 42^ 80 98 UJ 95 90 401 � 21 7 2 CALLS SCOTT
NO SCALE CALLS CHRISTOPHER STORM DRAIN D -60 - - --
THE AREAS TO BE PAVED. W 79 i 9P 91 m - E 3TA. o +oo ro 8 *25 -- - -
ad Z' A.C. 4" CL. ZII D.G. /G" s G. TYPICAL SECTION -58 STREET /Or25 To /3+70
143 W 78 I� 94 95% R/C 17.`60rO11 *4 /d0 STREET LIGHT SYSTEMS FOR RESIDENTIAL AREAS (HPS)
El
14. THE CONSTRUCTION OF ONE PCC STANDARD DRIVEWAY PER LOT, LOCATION TO BE ;X1 +,I I ac
44 100 93 13 a E'19 CALL£ SCOTT CALL£ CHRISTOPHER ( LOOP STREE " �-- �
DETERMINED IN THE FIELD BY THE ENGINEER OF WORK. PCC SURFACING OF DRIVE - 4-A c i� 9" A.C. /4 CL, a! 0.6, /lo
S.1S., p
MAY TO EXTEND FROM CURB TO PROPERTY LINE. USE STANDARD DRAWINGS G - 14, G - 15 7 101 8" z C WA7E 3q J31, C/L STREET
LIGHTS AND FIRE P/L 95 Y R/C SERVICE POINT (120 V - A.C. UNLESS OTHERWISE NOTED) �S.
AND G -16. 45 102 - ALLE SCO 0,017 P/L I HYDRANTS (EITHER SIDE) 60' STA. 6025TO /O *L5 CONDUIT
-1" (MIN.) P.V.C. TYPE II W/2 010 TW (MIN.) COPPER_SDE -101
46 _ 6 _ ° 1 40' 1 /3+70 TO /7+1.0
15. TWO -SIDED BLUE REFLECTIVE MARKERS SHALL BE INSTALLED AS SHOWN ON PLAN VIEW. 75 103 1300 B PVC SEWER 16 1 I 5'
20' 20' S' .*. A.C. / /2 "C[. III D.C,. N3 112 PULL BOX SDE- 106
47
2
104 105 69 68 67 66 65 64 106107108109 11 1 15 11 Y ELEVATION SHOWN �G "S.G., 95 %R /C
CO
16. CONSTRUCT A LIGHT SYSTEM CONFORMING, TO SAN DIEGO COUNTY STANDARDS AT NO CO5T 74 3 2 yqr 7' 1 STREET
SURVEY MONUMENT M -10 M -13 Uj
TO THE PUBLIC SUBJECT TO THE FOLLOWING: i 1 14 WRIER 10 ON PROFILE QO
48 73 71 70 63 6 1. C I 12z D2% �-
(A) CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PROVIDE TRUE 90 0 f �� 10 7 - I BARRICADE W
/N5 (RED) MARKERS 18 "x18 "x0.063" ALUMINUM M -
CUTOFF AND PREVENT PROJECTION OF LIGHT ABOVE THE HORIZONTAL FROM THE AC 1 49 "' �\ MAT R >a 9 �*' ?'
LOWEST POINT OF THE LAMP OR LIGHT EMITTING REFRACTOR OR DEVICE, 1 Op i- C j WER 1 C/L ' 2 y A.C.
SPILLWAY D -22 _
tt� GIIRISTOP 8 P '�' 3 1/2" P.C.C. 6" TYPE A.C. PAVING It BASE 6" TYPE 3 1/2" P.C.C. -,
O
(8) ALL FIXTURES SHALL USE A CLEAR, HIGH PRESSURE SODIUM VAPOR LIGHT SOURCE. 50 CAUL 140
51 g l, PVC S WEIR 4 6 7 B SIDEWALK "G" CURB (SEE NOTE 2) "G" CURB SIDEWALK TWO SIDED BLUE REFLECTIVE
MARKERS_ s� R�.M�. M In
(C) NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE COATED HIGH PRESSURE 52 61 62 // / 8 NO SCALE N
PEDESTRIAN RAMP
SODIUM LAMPS SHALL BE IN5TALLED. 53 54 55 56 57 58 59 60 I N8 -
�` �
TYPICAL SECTION -80' 3TREET m
17, GRADES OF 10 -11 .99 %, 2 - 1/2 A.C. OVER COUNTY APPROVED BASE. 8 �� \ �� CALL£ RYAN (2 "A.0 /4" CL,71I DG /!o" S.G.
95% R /C) / INDICATES 14UNICI WATER DISTRICT STANDARD SPECIFICATIONS AND DRAWINGS Y
11
Ig. TP15 PROJECT IS RESPONSIBLE lO 5 �� � 14 2 T R W 1 126
_ EXISTING IMPROVEMENTS
<
FOR rHE CONSTRUCTION OF 1 ��"� s� \!� ` I AS -BUILT �'a LMOINEUINO LAND eu RVE.ew 63' 63' R W
D-
ENC NITAS 1 CALL AC WA ER f o� _ CIVIL OESION GROUP LTD. 32' 53' 10' SEWER MAIN .....................
.................... __ LU
r BLVD AS SHOWN ON IMPROVEMENT OFFSITE DRAINAGE STRUC7 p 0 g AC E eE � - _ _ sese wr ALIFAN DRIVE , ulrt ,00
ENCINITA ` 2 .� _ I PLAN SAN DIEGO CALIFORNIA 92111 MANHOLE ............... ............................._� (7
•,IONE:IE1,1,1,- 32 21' 5' 5' GATE VALVE .........................................
J PLANS FOR ?M 39GO SHEETS / THIS PLAN SHOWS THE FACILITIES AND THEIR LOCATION AS CONSTRUCTED z
- _ BASED ON DATA FURNISHED BY THE INSPECTOR OF THE WORK AND THE 6.5 - C /L WATER WAIN .........................
................
10 'rNRU 15 . v // g" PVC SEWE CONTRACTOR. THE LOCATION OF THE FACILITIES AS SHOWN MUST BE o°c 1
STREET STORM DRAIN ............ .... .........................= : = Q
SANTA FE SITE r WA .-7--IRE�AL VERIFIED IN THE FIELD BEFORE THEY ARE TO BE INCLUDED IN FUTURE LIGHTS STREET
LIGHT ........ ............................... p W
....� v DIVE 'KIE CAM -�� -�- 1300 -; 1400 2 NSTRU
SHOWN SE THEY WERE INSTALLED USING THE
Lo
�-' GATE o C/L ELEVATION. STREET SURVEY MONUMENT .............................
PACIFIC OCEAN 3 _
- 7-27-87 EXISTING EDGE OF PAVING ............................ 1rL ...
r / "
N N SU UCH E 8 >K m
1200 ON PIRpFI1LE CH E �*' EXISTING A.C. BERM ... ..............................� NA"N
:
11 NGN $ c '� 4 W
DR, ;�°, DER LEGEND Q =_ MATXISIING I HEREBY AGREE TO COMMENCE WORK ANY IMPROVEMENTS
SEWER OUTFALL SHEET
SUPERELEVATION 2% SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT Of
CARDIFF B .,E " NCNES O LEGAL DESCRIPTION ^ GRADE WAY WITHIN 60 DAYSAFTER ISSUANCE OF THE CONSTRUCTION
THE SEA ( D - INDICATES SHEET NUMBER w 2% ' ? 'I PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY
0
_ DIR THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, _ :•::� yq� NORMAL WORKING
DAY UNTIL COMPLETED, IRRESPECTIVE
INDICATES STREET NAME SIGN COUNTY OF SAN DIEGO, AND IS DESCRIBED AS FOLLOWS: EXISTING P VEMENT '' �' 3 1/2" P.C.C. AND
INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH 17 _ _ E SIDEWALK THIS PROJECT OR E R MY C ROL J
C INDICATES FIRE HYDRANT COUNTY OF SAN DIEGO TRACT NO. 3808, BEING A SUBDIVISION OF THE REhpVE AND OVERLAY AS A.C.
PAVING 6" TYPE
THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 14, TOWN-
TO MAKE SMOOTH R
#-♦ INDICATES STREET LIGHT SCALE l SHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MEI IDIAN, IN THE COUNTY T NECESSARY RANSITION
SATISFACTORY (SEE E BASE NOTE 2) "G" CURB OWNE. SAM ASSOCIATES, INC.
OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT H
VICINIIX MAP .�- ._ _INDICATES DRAINAGE FLOW THEREOF. TO COUNTY ENGINEER NO SCALE EXISTING BERM TO BE REMOVED
AnDRESSP N OX /AN LIF b `
1 U
NO _INDICATES SUBDIVISION BOUNDARY INDEX SITE ADDRESS TYPICAL STREET PAVING SECTION ASSESSOR'S PARCEL 262
-051 -4 N
O
Contractor agrees that he shall assume sole and complete respon for job KEY MAP EL CAMINO REAL (4 "A.c. /�" CL.�rOG.
/9 "s.� .9syeR/c) pgfVATE CONTRACT
site coEditiauduring the course of construction of this Project, inchrding safety ofall _----- _INDICATES PROPOSED WATER MAIN ENCINITAS, EAST OF INTERSTATE
5.
person and property; that this requirement &hall apply continuously and not be lim- EAST SIDE OF EL CAMINO REAL APPROXIMATELY COLJIVTY A 3 FI`
0VE0 CHA 4GES '
PERMITS :NEE
iced to normal working hours; and that the Contractor shall defend, indemnify and -_ INDICATES PROPOSED SEWER MAIN 2700FEET NORTH OF THE INTERSECTION
OF COUNTY OF SAN DIEGO
N•. 0•ECryuee Arrw•9r �Y o•te 1 5 I Y c o,
hold the Owner and the ngirLeer harmless from any-aid all liability, real or alleged, MANCHESTER AVENUE AND EL CAMINO REAL. DATE_
APPROVED 1 DE OF P UBLIC WORKS T O h
in connection with the performance of work at this Project, areepting for liability = = =,s = A.p INDICATES PROPOSED DRAINAGE STRUCTURES TI^ �+
Q' / Trr I�� S/S REZONE PERMIT NO. R78 -75 APRIL 11, 1979 O OC
arising from the sole negligence of the Owner or the Engineer. A `� v v�� / IMPROVEMENT PLAN FOR : U n
1600 -� INDICATES BLOCK NUMBER ZONE PRD -3 SPECIAL USE PERMIT NO. P82 -002 MARCH 19, 1982
1
GRADING PERMIT NO. L -0229 COUNTY OF SAN DIEGO 1L ' P'
u f
W �
• g ���1 FL.000 OOfVTROL DISTRICT SEWER AGE WATER AGENCY BENCH MARK TRACT 3808
• ' -22.83 ft.MW cgaf4 COY1' - a AIOfC51L 17 ✓ ✓ SAN DIEGO COUNTY FLOOD CONTROL DISTRICT
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