5961 •PERFECT - PAo ICE
PLATE A
RODNEY STOKES CO.
WATER NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CON- WO T O B E DONE
STRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF GENERAL NOTES (CON
THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL
III AND HEREBY D04S GUARANTEE ALL WORK FOR A PERIOD OF ONE
I YEAR AFTER THE DATE OF ACCEPTANCE. IMPROVEMENTS CON '1 > R ' FOLLOWING WORN TO DONE- ACCORDING
c• 7. THE CONTRACTOR SHALL NO'1'1FY THE :;AII DIEGO GAS 6 ELECTRIC
\ll) TO THESE PLAN, THE CURRENT SAN DIt :<;il F:NGTNFFRING DEPARTMENT 2. UNLESS OTHERWISE NOTED, ALL
CONNECTIONS TO EXISTING COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND ,y',VJRAf2D SPECIFICATIONS AND SPECIAL PROM ;I(i'dR Fc)R IMPROVEMENT
o MAINS WILL BE MADE BY THE SAN DIEGUITO WATER DISTRICT, SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. OF
SUBDIVISION STREETS, SAN DIEGO REGIONAL AREA STANDARD
AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT DRAWINGS,
THE STANDARD SPECIFICATIONS FOR SEWER CONSTRUCTION
3. 'TTF7ERE 'YI IATIONS AND GRADES ARE NOT 54oWN ON�� WATER ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF
1 2 OE' CARDIFF' SANITATION D.L DISTRICT, AND THE STANDARD SPECIFICATIONS
�� /yT6t/N rl p MAIN PROFILE, TOP OF PIPE PROFILE: I_ 48 INCHES BELOW ELECTRICAL CABLE AND (;AS PIPING AND APPURTENANCES
POR WATER CONSTRUCTION OF SAN DIEGUITO WATER DISTRICT.
STE V 57iE O 3 O CENTER LINE FINISH GRADE OF STREE CONTACT THE SAN DIEGO GAS & ELECTRTC COMPANY.
"' TELEPHONE: 235 -6323 STD. DWG. SYMBOL k 4": ALL SE���ES P OF DRIVEWAYS.
PRF.PARAPION OE -
EX /67v�1/ - - - - 5. CONTRACTOR TO FURNISH ONE INCH WATER SERVICE AND METER BOX PAVING
FOR EACH RESIDSNTZAL LOT.
8. THE CONTRACTOR S"r4ALL NOTIFY THE. PACIFIC TELEPHONE COMPANY SUi ( - lt<A.n. AND PA Ii
4 Q 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE PRIOR TO STARTING WORK NEAR COMPANY FACIIITIES AND SHALL
5 CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. COORDINATE HIS WORK WITH COMPANY RE'Ri'SEvTATIVES• 'Pli'F "G" CURB ...
G -2 _
INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUDARY
SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE ARE "UNDERGROUND INSTALLATIONS', FOR LOCATION OF SIDEWALK .................
.......... G- 7,G- 9,G -10
/ CABLES AND APPURTENANCES CONTACT THE PACIFIC TELE- E
SIDEWALK WILL BE CONSTRUCTED.
8, PROVIDE MANUAL AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS PHONE COMPANY. STDF:WALK RAMP ................
TELEPHONE: 298 -0595
IN WATER MAIN.
K MAP 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM TIM WORKS FOR ANY EXCAVATION CONCRETE CONTROL MONUMENTS..........
M -10 U
COUNTY DEPARTMENT OF PUBLIC 9. IT SHALL BE THE NSABILITY OF THE DEVELOPER TO CONTACT
THE UTILITY AGENCIES, CESIF,S, ADVISE THEM OF THE PROPOSED IMPROVE- STREET NAME SIGNS ... ... DS -13
WITHIN EXISTING COUNTY RIGHTS -OF - WAY.
MENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED.
LEGEND
10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN STIZE :Ei LIGHT STD. 100 AND 250 WATT
-- - -- WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY H.P. SODIUM, ORNAMENTAL UNLESS
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDER- Z50W
RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE RESULTS GROUND INSTALLATION". FOR LOCATION OF CABLE AND APPURTE- SHOWN OTHERWISE
.................... E 71,E -2 /00W
FIRE HYDRANT ........................ "N APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS, NANCES CONTACT
BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO TELEPHONE:
��. WEIIT. .... THE SAN DIEGUITO WATER DISTRICT OFFICE.
STREET LIGHT ..... SERVICE POINT (FOR STREET LIGHT),.,. p gp
..••• 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL AD-
NUMBER '3 VISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CUR- 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE CROSS
GUTTER G -12
RENT SAN DIEGUITO WATER DISTRICTS SPECIFICATIONS. SHOWN ON THE AS- BUILTS" IMPROVEMENT DRAWINGS. ALL SOURCES
10 STREET SIGN . ..................... ♦ 12, THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION SHALL BE LOCATED WITHIN THE DEDICATED
RIGHT -OF -WAY, OR SEWER MANHOLE S -3
DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO WITHIN EASEMENTS DEDICATED TO THE COJN'YY OF SAN DIEGO.
SEWER PIPE: .........................
SEWER MAIN ........................ ARRANGE FOR INSPECTION OF PROJECT.
- 12. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE
OACP S2
BOMPACTEE9 TO 90 %' DESIGN, ,'`
SAFETY MEASURE. OR REGULATIONS, THE CONTRACTOR SHALDESIGN, WATER PIPE ,(CL 1`�,
E C_ -• - „ -,
MANHOLE ........................ ---- O- INSTALLATION. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE UOR CONFORMING TO ALL LOCAL, FIRE HYDRANT ....................... YN
WATER MAIN S B.F.V . ................. STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
....................... SEWER N O T E S
BLOCK NUMBERS REGULATIONS. BUTERFLY VALVE .....................
13. THE CONTRACTOR SHALL BE kT'.SPONSIBLE FOR LOCATING AND MAINTAIN - "d9ul000 ��Q,2FLE?�F ..................
-
DRAINAGE FLOWI ....................... 1. "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD ING ALL EXISTING UNDERGROUND UTILITTI
nnPTNr, CONSTRUCTION. L _
SPECIFICATION FOR P � Y' -E ° DOMCri -M I�IG;
WORKS CONSTRUCTION, 1979 EDITION, CR "J'1
SHEET NUMBER STAND - O THE 1979 SAN DIEGO STANDARD SPECIAL PROVISION TO THE STAN 14. THE CONTRACTOR SHALL UNCOVER
EXISTING SEWER MAINS AND SEWER CON L WJ
�: K .
DARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED ETE L7iT;UF WAY G l4
BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE LATERALS, TELEPHONE, AND ELECTRIC CONDUITS, WATER MAINS AND
FOLLOWING SPECIAL PROVISIONS. WATER SERVICES, GAS MAINS, CABLE: T.V., FIRE ALARM AND OTHER
EXISTING UTILITIES AT LEAST TWO HUNDRED (200) FEET IN AD-
. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE VANCE OF TRENCHING OPERATIONS TO PERMIT GRADE OR ALIGNMENT
2
,4 CHANGES. GENERAL NOTES
SHOWN.
3. PIPE AND BEDDING CONDITIONS. 15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COM-
& PLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT
OF
I I o le, (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
nnn 4yfi" i P % ROCK BENEATH THE PIPE. PU LiLIC WO RKS FOR ANY WORK WITHIN THE STREET RIGHT -OF
-WAY.
OF ALL PERSONS AND PROPERTY ; THAT THIS REQUIREMENT SHALL
COUNTY STANDARDS 54°•.*a.i gg' (B) V.C.P. AND A.S.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 2• R VED IIY WITH SAN DIEG
r - - lr THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE
TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, HOURS; AND THAT THE CONTRACTOR SHALL DF,FEND, INDEMNIFY AND
DS AND AS APP O THE MATERIALS LABORATORY.
GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- DRAINING GRANULAR HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
a '•F c' �+ IW "� "+ L, MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFOR- 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CON -
MANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY A-
STITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT
1 Ih "I (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
BOUNDARY.
OF PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL I
BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE 16. ALL GRADING SHALL BE DONE AS PER THE RECOMMENDATIONS OF
4, ALT, UNDERGROUND UTILITIES WITHIN THE STREET RIGHT - OF - WAY
+. - ^•xsae 1 = -••• ., USED ONLY WHERE PIPE INVERT GRADES ARE 18 OR GREATER. THE SOILS TESTING CORPORATION NOTED BELOW BY THEIR
SOILS b
° SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CON-
�,.
F GEOLOGIC
INV / O / N DAT MCJy /9 �9' STRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING.
e t- 0 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -1. F.
coov (` ` .,� ' I PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 - INCH ACA //O/92 - - -- THF.
EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES
COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. INVESTIGATION FOR: (/ ( GG}(/$7 {AZT /O(� //UG _ SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF' THE AVAIL
f� a i 4 ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE AR E NO
''�d3 .•�•c���'}'�3 r' �� _ . 5 THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD NO.'S S -13
OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. r1U
AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. HOWEVER, THE CONTRACTOR IS REQUIRED TO TARE
PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING FACIL:ITY'SHOWN HEREON AND
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -9 17. THE CONSTRUCTION OF ONE (a /¢ STANDARD DRIVEWAY PER
LOT, ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. )
Tr 3w_
EXCEPT WALL TO EXTEND A MINIMUM OF 2 INCHES ABOVE FINISH THE LOCATION OF WHICH TO BE DETERMINED IN THE FIELD BY THE
VICINITY MAP GROUND SURFACE. ENGINEER OF WORK. THE SURFACING OF THE DRIVEWAY TO EXTEND
FROM THE CURB TO THE PROPERTY L.J.T USE STANDARD DRAWINGS 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE
MET BY WORK
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH G--22- 23 -24, 305 -P, 306 -1. TO BE DONE SHALL BE
CONFIRMED BY FIELD MEASUREMENTS PRIOR
TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR WILL MAKE EX-
NO SCALE MINIMUM COVER.
18. ALL LIGHTING DEVICES, OR COMBINATIONS THEREOF, ON A COA1h10N PLORATORY EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACI-
8. THE FINAL LOCATION AND ELEVATION OR SEWER AND WATER LATERALS FIXTURE THAT ARE TO BE ^LACED IN THE PUBLIC RIGHT -OF -WAY
LZTIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVI-
SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. ARE SUBJECT TO THE FOLLOWING CONDITIONS: SIONS TO
PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL
(1) CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH WILL PRO -
LOCATION OF EXISTING FACILITIES.Y
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE
DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC 'AIDE NINETY - DEGREE (90°) CUTOFF AND PREVENT PROJECTION
SIC
THE USE. OF LIGHT ABOVE THE HORIZONTAL FROM THE LOWEST POINT OF `
THE LAMP OR LIGHT EMITTING REFRACTOR OR DEVICE. J di
10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. O WNER/DEVELOPER
,, � (2) ALL FIXTURES SHALL USE A CLEAR, HIGH PRESSURE SODIUM
5Z� 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPART- VAPOR LIGHT SOURCE.
H WN ON
MENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR IN- I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SPECTION OF PROJECT. (3) NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR PHOSPHOR -OF -WAY WITHIN 60 DAYS
THESE PLANS WITHIN EXISTING COUNTY RIGHT r �
- - - -- ��/ /� COATED HIGH PRESSURE SODIUM LAINIPS SHALL BE INSTALLED. AFTER ISSUANCE OF THE CONSTRUCTION PERMIT
AND TO PURSUE SUCH S��ZIi
/0 /6 IR-
WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
5 ' S y 5/ j AAI (1�. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR 19. THE CONTRACTOR SHALL NOTIFY THE SAN
DIEGUITO WATER
r. s? 7YPE 6 CU28 RESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH 12
_- -___ Jylp�G "((/ ° • -k A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE DISTRICT PRIOR TO STARTING WORK NEAR
COMPANY FACILj-
i . Z.°� a1 L! LL COORllINATL HIS WORK WITH COMPANY REPFE- THIS PROJECT OR UNllE
?o/ WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL TIES AND SHA _
_ � E2 MY CONTROL
t SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DIS- SF.NTATIVES. OWNER AND DEVELOPER _ AYJ . - ?
?
" 1 \ , 4 PLACED IN SO DO NG THAT MAY PROVE DEFECTIVE IN WORKMANSHIP -
NOTICE: ALL WATER MAINS AND SERVICES WITHIN THIS FRO-
- _�/ __ Tim AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF " �-
` PC. C. 61Z; G9/IJG� W9 C.C. Cj /QEWAGC�' ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OIdNER, ORDINARY JECT ARE UNDERGROUND INSTALLATIONS.
FOR LOCATION OF ADDRESS: 25� SC ? - - N - Wx ��Q!_ L
ST/IUCTU/ZA L SECT /ON WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. WATER MAINS AND APPURTENANCES C -114 T THE SAN DZEGUITO
- - -
p - ,PKA10TES E�E�ArioN WATER DISTRICT. TELEPHONE: 751-1145 n SCS50R� PARCEL Lj" 2G' 150 12'.
2 "AC. OI/E1Z 5 % ° CL.II A6,SASE 91/O GU N/NPe<Z&E 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT
Q OYER (P'NATIAE S!/!3G?ADE OF ) W0171<5 FOR ANY EXCAVATION WITHIN EXISTING COUNT SEWE AGENCY WATER AGENCY _
PRIVATE CON_ TRAC
777 75'% RIGHTS -OF -WAY. PERMITS
TYPICAL SECTION SPEC lAL US PF>�rt / r nlo. N CARS /FF SAN /TQT /Oit/ D /5T/Z /CT ZAND /E6U /TO W�1 TES' I� /Tk' /CT
I SHFTI (OWJNIY 01 SAN tilt GU -
I OEPARTMTNT OF PUBLIC WORKS
/ ' I REZONE PERMIT NO. N /A �L �'4 8 -1, �� � /� I
ESTE ISI� COURT GRADING PERMI
V T NO. - �/� - ( k M PLANS FOR THE IMPROVEMENT OF
APPROVED RY: �'�-- �' ` APPROVED IY: � i (i f M, ( a
NO SCALE LEGAL DESCRIPTION TENTATIVE MA P NO. 975 APPRpdED 2b ESTE VISTA COURT
DATE: - / COUNT Y OF SAN DIEGO TRACT 3975
DATE: '
PORTION OF THE NORTHWEST QUARTER OF NORTHEAST QUARTER OF �-�� C�NTR�I' DISTRICT CO A P PR OVE D C-;t- IANGES BEN CH MARK -
CALIFORNIA C "ORDINATE INDEX 312-1690 .,
- - -- T -
-- - -
SECTION 26, TOWNSHIP 13 SOUTH, RANGE: 4 WEST, SAN BERNARDINO SAN DIEGO COUNTY FLOOD CONTROL DISTRICT N ),Sc piton Appm pd
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MERIDIAN, IN THE COUNTY OF SAN DIEG'TA'PE: OE' CALIFORNIA, I S'JZE�1 C'i <'LC7 L -
ACCORDING TO OFFICIAL PLAT_ /' orz A U Ll c� o
ADD STQ�f Z_l&1 /T �0 1�1v� 4'7082 oca ioN UDQ7���✓TC�U���T��l r /0/'f ��� su uivisiuNiN NrFH, u,
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WATER SERVICE TABLE -, SEWER LATERAL DATA TABLE
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30 L CQ fL LATERAL INVERT
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0. WA �Zti ".4 r':h INVERT INVERT LENGTH ELEV. PROPERTY TOP OF REMARKS
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GUR(3 r,,ADE 34682
PER ,/?EC,. 570 Dw6. G 5 2 + /7. 7 338.74 34/.29 48' 342.25 347.2 5 SEE /7 TA /G
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BOVN09Ry , I �!`. 1 S 12 7. 97 338.74 3¢/.80 ¢8" 342_7: 347.76 SEE 4ETA /L
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WATER DISTRICT �'!sS
'r, q �; � o! bl ' �� °�s'_s¢^ 30.00 2¢83 PRIVATE C ONTRAC T o„
' ° 25'29 "tY - / 31.45 'SHEET COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
l
1 p KS S HEF
PLAN FOR THE IMPROVEMENT OF
S
�i r �l 5 T ° 56'5`4 o. oQ 35 59 J .
A2
COUNTY OF SAN DIEGO TRACT 3975 04
; I ESTE VISTA COURT 0
I
_
LA I -IN TY" APPROVED (.,F- 1ANGES BENCFI MARK " I
COORDINATE INDEX 312 -1690
'
CALIFORNIA CA
No -- Dean p( nn Approved by Date
--
' - DESCRIPTION CI�ISLED SQUARE WEST END OF NORTHWEST . RD< mmendedtorapp� oval � i � � Approved
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PL /�'� •(� STE VISTA �T ��U�T `� -30 -B2 CONfRET_F CURB RETURN ��Y" I
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l�j. a RECORD FROM COUNTY OF SAKI 1)IGC O VERT'I( AL_L'ONl ROL D ATA I Z Z
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L.LIPSKA CE 2 3080 ,,mow - ";.•- AiUM 0 aFl
' „ ?; 133 REVISION LOG �►�+
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