1999-5960 I (Plans) GENERAL MOTES CARDIFF SANITATION DISTRICT OLIVEIVHAW MUNiC/PAL WATER DISTRICT EARTHWORK OUANTITIES. WORK TO BE DONE
SEWER NOTES GENERAL WATER SYSTEM NOTES IMPROVEMENTS CONSIST CE TFE FOLLOWING WORK TO BE DOLE ACC' tVM TO rWSE
1 A PERMIT SHALL BE OBTAINED FROM THE CITY ON ENCINITAS 7 C UT . , PLANS THE CURRENT SAN DIEGO COUNTY
DEPARTMENT OF PUBLIC WORKS STANDARD
ENGINEERING SERVICES AI NED DE P AR TME N T FOR ANY WORK WITHIN THE AL WORK TO BE DONE IN ACCORD WITH THE STANDARD REO<IIRED FOR SUBDMSION IMPROVEMENT'
PLANS 0 SPECIFICATIONS AND SPECIAL PROVISIONS FOP IMPROVEMENT OF SUBDIVISION
SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION !LATEST STREETS AND STANDARDS REFERENCE DRAWINGS.
STREET RIGHT -OF -WAY. EDITIONZ THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO NOTES' FILL: 700 CY
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. WATER WOWS SHALL BE CONSTRUCTED IN ACCORDANCE WITH S.D.C. -
SAN DIEGO COUNTY
2 THE STRUCTURAL SECTION SHALL BE DV ACCORDANCE WITH CITY CONSTRUUCTIN (ADOPTED BY THE SAN DIEGO REGIONAL THE DETAILS AND MATERIALS AS SPECIFIED
IN THE OLIVEN-fAIN IMPORT: 700 CY S.D.W.O. - SAN DIEGO PR ECAST
WATER DISTRICT
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY STANDARDS COIrMITTEE1 THE SAN DIEGO REGIONAL STANDARD MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS
FOR THE SDUa S. D.P. D.R. SD. - SAN DIEGO REGIONAL STANDARD DRAWINGS
- SAN DIEGO PR
ENGINEER. 'A" VALUE TESTS SHALL BE REQUIRED PRIOR TO DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL CONSTRUCTION OF WATER MAINS AND FACILITIES
DATED MARCH
CONSTRUCTION. (PUBLIC) PROVISIONS 1997 WITH REVISIONS. CONTRACTOR SHALL HAVE A CURRENT COPY LEGEND:
3 APPROVAL OF THESE PLANS AS SHOW DOES NOT OF THE STANDARD SPECIFICATIONS ON THE .JAB SITE AT ALL TIMES.
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 1 • TRENCH WIDTH SHALL BE PER SORSD W. S -4 UNLESS Q(�AMTTTES NOTE.
Nn. ITEM 6 STD. DWG. 5'YMBO< m
PROJECT BOUNDARY. OTHERWISE NOTED. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP
DRAWINGS SIX SETS) AS REQUIRED BY THE STANDARD 1 DSTALL 6' am 6 GUTTER G-2 370 LF
4 ALL L RC�lRC7ULD UTILITIES WITHIN THE STREET RIGHT -OF'- MAY - 2• PIPE AAV SING CONDITIONS: SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR
TO THE PRE- THE QUANTITIES ABOVE ARE ESTIMATED FOR BOLDING AND PERMIT
CONSTRUCTED, CONVECTED AND TESTED PRIOR TO (A) ALL PIPE SHALL HAVE A 4" MINIMUM OF CONSTRUCTION MEETING WITH THE DISTRICT S INSPECTOR.
PURPOSES OILY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES 2 D6TALL 5' MICE PC,C SIDEWALK 6 - 7 5F
MALL BE
CONSTRUCTION OF BEAM CURS CROSS GUTTER ADD PRIOR G. ..3/4 INCH CRUSHED ROCK BENEATH THE USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING
THE SCOPE OF 3 WALL 6" AC " G-5 154 LF
• 'PIPE, 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF WOW TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON
• DISTRICT S INSPECTOR. INSSPECTOP S SCHEDULING MUST BE 24 -48 THESE PLANS. 4 DISTALL 5' AC PVMT OVER 6' AS
BASE 7,3 1 F
5 THE EXISTENCE AND LOCATION ON EXISTING V.CP. AND A.BS. TRUSS PIPE BEDDING HCX/RS IN ADVANCE O= WOF4C.
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH ;., BOTTOM OF PIPE TO (12) TWELVE 5 D+bTALL RETAIN
MALL, AS TOTEM HEFEW 1'75 5F
OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNC700LEDGE - -
* MINIMUM ABOVE THE PIPE SHALL 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER
THERE ARE NO OTHER EXISTING FACIL I TIES EXCEPT AS SHOW ON �' ' ' pF SAND, GRAVEL. CRUSHED AGG MAIN PROFILE. TOP OF PIPE PROFILE IS 48 IND
BELOW OWNERS CERTIFICATE 6 � � �� '� � � �
THESE PLATYS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE `� ,.- �"' 'NATIVE FREE - DRAINING GRANULAR CENTERLINE OF FINISH GRACIE OF STREET.
7 D67ALL LOON HP. SWAN STR ET LT, E -1 0 - ----� 2 EA
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY Mi4TERIAL HAVING A SALVO EQUIVALENT OF 1
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT OR BETTER 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 8 �'� �� �� LATERAL, S-13 S 1 �
""_`
SHOWN ON THESE PLANS. TO BE LOCATED 5-FEET FROM A SIDE LOT LIDS. A 314 -INC4 HIGH
(CI P.V.C. AND A9.S. SOLID WALL PIPE LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR
THESE PLANS' 9 IM6TALL Fm QaIVEMAY AP FM Gt4 31S 9F
6 LOCATION ADD ELEVATION OF IMPROVEMENTS TO BE MET BY WORK BEDDING FROM BOTTOM OF PIPE TO 12 IMPRINTED IN NEW CURB AT ALL WATER SERVICE
CROSSINGS.
BE CIOTE SHALL BE CONFIRMED BY FIELD MEAS PRIOR IT IS FURTHER AGREED THAT THE OWNER (OEVEL(PERJ SHALL HAVE A 10
1Nb"fALL TREM>LHf RERIRAL� (PERT CITY S'TGtS� P'"- , - ��'li 75 LF
TO MMAKE INCHES MINIMUM ABOVE THE PIPE SHALL REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS DR
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING MAKEROUaVD BE 3/4 " CRUSHED ROCK. A.B.S. SOLID 6. MANUAL AIR RELEASES SHALL BE INSTALLED AT
ALL HIGH POINTS ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ti LMM OF GR4DM -
TO BE DONE SHALL OF NEW WORK. CONTRACTOR WILL WA
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT WALL PIPE MAY BE USED ONLY WHERE AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. ARE
NECESSARY FOR AND DESIRABLE FOR THE PROPER COMIPLETION OF '
PIPE INVERT GRADES ARE 1% OR FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE THE IMPROVEMENTS. `
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF GREATER. OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS,
13 mm WA SE ' : \ 2" SF
ACTUAL LOCATION OF EXISTING FACILITIES. AS APPROVED BY THE DISTRICTS REPRESENTATIVE. I FURTHER AGREE TO COMMENCE WORK ON ANY
IMPROVEMENTS 940POV ON
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS 14
CAME AIILD9G PER CAL _ - STD. PLAN 811 - 15p LF
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC SEWERS. SEWER SERVICE LATERALS ADD STRUCTL)f9ES SHALL 7. UNLESS OTHERWISE NOTED, CONNECTIONS
TO EXISTING MAINS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH -�
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR SHALL BE MADE DRY. THE TIME AND DURATION
OF ANY WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED 15 7YPE' AI MAeffoe � Y ,
l E A }�
AND SHALL COORDINATE HIS WORK WITH COMPANY PRESSURE TEST SHALL BE USED UNLESS OTHERWISE SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL
REPRESENTATIVES. DIRECTED BY THE INSPECTOR. BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS IRRESPECTIVE AND ITT OF ANY
OTHER WGIRK ASSOCIATED WITH JO. 8•Ajy / /pE_�cr�, /Lj THIS PROJECT OR UNDER MY CONTROL #/p LF 1
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN MINIMUM IN ADVANCE OF ANY SHUTDOWN.
�
THIS PROTECT ARE 'iNDEAGAOLJrvD 4. THE CONSTRUCTION OF P.C.C. SEWER MANFiCXE SHALL BE
" PER SDRSD S -17. POU ED IN PLACE MANHOLE BASES SHALL B. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL _ _ _ 61-2
'
INl`STALLA TIONS . FOR LOCATION OF
BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICE ETCH - -
ELECTRICAL CABLES AND GAS PIPING AND L I GAT � DA E
APPURTENANCES, CALL SD.G.6 E. OF POLAR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A
APPURTENANCES
1800 422 -4133 (DIG ALERT) USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTORS FRIDAY.
APPROVAL . 9. APN: 262 - 062-16
H E OR S
B THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO START 9. LONE VALVES WHEFE�EQUIRED AT STREET INTERSECTIONS SHALL
WK NEAR CY FACILITIES AND SHALL COORDINATE HIS TING 5. THE CONSTRUCTION OF 4 INCH SEWER LATERALS PER BE LOCATED ON THE PROLONGATION OF THE
STREET RIGHT -OF- EL CAMINO REAL NORTH OF NORTH �
WITH COMPANY REPRESENTATIVES SBRSD NO. S -13 AND S -14. LATERALS SHALL NOT WAY WHENEVER POSSIBLE.
DISCHARGE DIRECTLY INTO MAN•IOLE. NI I YT 024 CHURCH
S CA 10. FIRE HYDRANTS. AS APPROVED BY THE APPROPRIATE FIRE
N CTICE ALL TELEPHONE SERVICES WITHIN THIS 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER DISTRICT AND MEETING THE DISTRICTS STANDARD
O MRTEE: CARDIFF, CA. COVC�EGATIOV
PROJECT GARY ARE SORSO NO. S -10, TYPE A. SPECIFICATIONS, ARE TO BE INSTALLED AT LOCA SPECIFIED OF JEHOVAH S WITNESSES,
INC. .
INSTALLATIONS". FOR LOCATION OF BY THE FIRE DISTRICT.'
CABLES AND APPURTENANCES CONTACT 7. ALL MAINS ADD LATERALS SHALL BE CONSTRJC :TED •
c% NEIL IMMEGART �v
PACIFIC BELL. WITH 42 INCH MINIMUM COVER. 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TFEN04 WOK WITH i f �, 105 VILLAGE
RUN WEST
f
( t t>✓
TELEPHONE. • 1 800 422 -4133 (DIG ALERT) CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, - ENCINITAS CA 92024
; � +� �
THE FINAL LOCATION AND ELEVATION OF SEWER AND IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO
B.
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO WATER MAINS ADD LATERALS SHALL 8E Si�MOWN OV CONSTRUCTION. LEGAL O F SECTION
24, T13S, ROM, SBMM ::
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED CITY OF ENCINITAS, CALIFORNIA 4r
ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE _
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. OF WOK. 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.
LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS a
10 ALL TELEVISIONS SERVICES WITHIW THIS PROJECT ARE k ` '
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY ,� �&���� OF RESPONSIBLE
C�HARC'E � t
IMERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPROVED BY THE DISTRICT ENGINEER IN WRITING CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF
PROPOSED WATER
APPURTENANCES CONTACT: TELEPHONE.' 1- 800 -422 -4133 PRIOR TO ACCEPTANCE FOR PUBLIC USE. MMAINTS, SHALL BE SHOWN ON IMPROVEMENT PLANS.
" I HERESY DECLARE THAT I AM THE ENGDNEEA OF WOW - FOR THIS Q p,OFESSI
11 POWER SOLE ;ES AND RUNS SERVING STREET LIGHTS SHALL BE 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO 13. ALL WATER SERVICES FOR IRRIGATION
THE RESIDENTIAL " '' PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER T f;�0 A. p
SHOWN ON THE AS - BUILT" IMPROVEMENT DRAWINGS. ALL PIPE INSTALLATION. COMPLEXES AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS DESIGN OF
THE PROJECT AS DEFINED IN SECTION 6703 OF THE
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS � Q 0 �
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF G'USTONEAS SICE OF WATER METER. CONSISTENT WITH CURRENT STANDARDS. �
0 z
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT S
FIELD OPERATIONS DIVISION 48 HDQRS IN ADVANCE w NO . 29577 m
ENCINITAS.
1 NO PANTING SHIALL BE DOLE UNTIL EXISTING P�OWER�OLES ARE CE BEGINNING WORK TO ARRANGE FOR INSPECTION OF 14. THE WATER SYSTEM SHALL BE PRESSURE
TESTED IN ACCORDANCE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ac Exp. 03/31/03 �
PROJECT. PHONE N O. (760) 633 -2770. WITH THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE SPECIFICATIONS BY THE CITY OF
ENCINITAS IS CONFINED TO A
RELOCATED OUTSIDE THE AREAS TO BE PAVED. CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING REVIEW ONLY AND DOES NOT RELIEVE
ME. AS ENGINEER OF WORK, OF
13 THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WOW AND 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE PRESSURE FOP TESTING ALL PIPE VALVES
(CLOSED) AND MY RESPONSIBILITIES FOR PROJECT DESIGN. p INSTALL 4" HIGH SODnX STREET LIGHT
OBTAIN APPROVAL OF THE CITY ENGINEER PRIOR TO MAKING CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY APPURTENANCES. 2 OF
CAL
EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. !r✓ _ G ;_!''" = L
CHANGES IN THE FIELD. 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WAYNE P CO, ACE 29577 - - - - - -- A `
A T � • � �. f r �NSZ ���
14 ALL SIGNS TO BE ALUMINUUM WITH 3 FOOT HIGH INTENSITY TYPE 13. THE GONTRACTQR SHALL AND HEREBY DOES GUARANTEE ALL WRITTEN DIMENSIONS TO
INSPECTOR IMMEDIATELY UPON -- -- - - �. J �.
WORK FAR A PERIOACI OF ONE YEAR AFTER THE OATS O=
REFLECTIVE FACE OR EQUIVALENT. INSTALLATION OF VALVES. SAMCUT EXIST PV
, * ,�_ >� MT @ EXIST
-
ACCEPTANICE ON THE. WbR#C BY THE OWNER ADD SHTALL - , .i x �, . � . F',.s �' AC BERM
.
16-. ALL DEFLECTIONS CHDRIZONTAL AND VERTICAL) SHALL BE MADE BASIS OF BEARMIGS '
25 CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER S OFFICE REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER t
A PF#ECONSTRUICTION MEETING AND SHALL PROVIDE AT LEAST 48 WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO BY USE OF TUOINT COUPLINGS WITH 4'
MMAXIMIUM DEFLECTION PEA
DOING; THAT MAY PROVE DEFECTIVE IN WORKMANSHIP COUPLING (2* PER JOINT). NO BENDING (CURVING) OF PIPE SHALL s ' ' `
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) AND /OA MATERIALS WITHIN THE ONE YEAR PERIOD FROM PERMITTED THE BASIS O= BEARINGS
FOR THE SU�VE?Y TMES`
IS THE NAD 83, ZONE a GRID BEARING TIHt `M�r10 TROT - � 10' 53 .10
26 ALL GUT AND FILL SCOPES OVER THREE (3) FEET CREATED BY DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO �T IN EL CAMINO REAL
@ STA - 20 A AND .7mt- QOUNT'Y. OF ' t -
GOADING FOR STREETS AND OVER THRE SHALL BE H AOSEEDED THE OWNER, EXCEPTING OADINARY WEAR AND TEAR, SAN DIEGO MONUMENT 54 019 XP08.
UNUSUAL ABUSE OR NEGLECT. IE N 85 6 58'47" E EXIST AC PVMT
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE.
1 . °, . .
HYD ROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK `- ` j
?4. CONTRACTOR SHALL FURNISH AND INSTALL, PER 30JLS ENC311NIEEFI `S ('+ERnFICAT F 2%
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY - ~-
�`
17 ALL LUMINAIRES Sf L PROVIDE TRUE 9S,' CUTOFF, AND ALLOW WARNING AM IDENTIFICATION TAPE ABOVE ALL A REGISTERED CIVIL ENGINEER IN THE
STATE OF
PUBL SEWER LINES, AND PORTIONS OF SEWER CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL SOIL 1
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
THE SOIL EXIST. CUFF AND GUTTER '^
THE DESIGN OR
CITY OFFICIALS SIGNATUFF HEREON GOES NOT C EASEMENTS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
FOR DIRECTION BETWEEN THE DATES x-29_ AND 3-3/ -?'P ONE COMPLET
APPROVAL OR RESPONSIBILITY OF ANY KIND FO E INSTALL 5" AC P'VMT OVER 6" AG. BASE MINIMUM 15. FOR
SEWER LATERAL TABLE, SEE SHEET 2. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF SEE GENERAL NOTE 2 **
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFF) OF THE CITY PROPOSED 6" CURB AND GUTTER STD DhIG G-2
APPLICABLE).
16. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO ENGINEER ALONG WITH UPDATE LETTER DATED FURTHERMORE I
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS ADD /Oq SIDEWALKS SHALL NOT FINAL ACCEPTANCE OF THE WORK. HAVE REVIEWED THESE GRADING PLANS AND CEA
IFY THAT THE PROPOSED 5' WIDE PL'C SIDEWALK STO DWG G-7
BE SHALL T BE RA
TNTSMMITTED SIDEWALK 17. INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
E PERMITTED. ORAI
B F•AOIX'�HT FACE OF CU A B. 0 GUTTER T PUBLIC PEE 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS BEEN INCORPORATED IN THE GRAD
NG PLANS AND SPECIFICATIONS. I `GAL STREET SECTION
ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED
WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE SIGm _ _ _ _ __________ E TENNIS CLUB DRIVE EL
CANING) REAL
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY iNONUAMENT OR BENCH-! ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC � � H il•
NOT TO SCALE
V T.I. -12.0
.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED SEWERS AtE �� �'�� ______ _________ __ �� 5 F�� �
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND - - - o �` It
SURVEYOR. i8. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS EXP. OA TE._�L3 o LeO-- - -- ' N ------- - - - � o Wi 2000
.
( + / -)
ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. * * R
21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER ti� 53' M CANING � JO
ND
LATERAL A WATER SERVICE BY CHISELING THE LETTERS "S " g
�p `, � MANCHESTER A � 21 ' 5' .67
� "W", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE C.� % El /NO L * �i E
20 THE ADDPIE O! SS CE EACH LOT SMALL BE PAINTED THE CUFF IN A INTERSTATE 5 N OVERLAY EX- PAVEMENT
E ALINING PER
MANNER AND LOCATION APPROVED BY THE INSPECTOR. � AS REQUIRED TO PROVIDE (;V a1 ays SM.
Ptav
A -9100TH TA,4NSITION P• L• � I 811 - 47 47 a--%o'°'
21 ALL WOW SHALL BE DONE IN ACCORDANCE WITH THE STANDARD ' TW PER PLAN a 1'f
SPECIFICATIONS FOR PUBLIC WOWS CONSTRUCTION (LATEST EDITIONS ?%
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD PIP€ 2 STD. POST --WMASONRY RIETAIN1%
SPECIFICATIONS FOR PUBLIC WOWS CONSTRUCTION (ADOPTED BY THE i/4" GALV. COLE � / WALL PER SDRS0
C -Y
SAN DIEGO REGIONAL STANDARDS COMMITTEE). AND THE SAN DIEGO MANCHESTER Aw
REGIONAL STANDARD DRAWINGS (LATEST EDITION). s se4 1 G r pGr I TALL MIN. ME IFTA1L 1 LIB B P
C R PL
AC BASE GOADING LIMITS
22 THE STRUCTLIAAL SECTION SHAL BE IN ACCORDANCE WITH CITY �� � / FIv R/w INSTALL MIN. EXISTING
REQUIRED FOR
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY Vro[NITYMAP 1 5' AC PAVEMENT @GROOND SECT A -q
WALL C
ENGINEER. 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO NOT TO SCALE
CONSTRUCTION. (PRIVATE) f/N/SHFD 6, 4A -f LO EXISTING 1
7W AFZ ~Al. GROUND `
23 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR IAFORMA TION ENCINUAS FIRE 'ART AUNT 011VENHAW MUNICIPAL WATER DIST
@ N L Y SECT A -A 7.00 ' min.
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR APP V E D APPROVED B Y : 2 MIN. C - 1 REr.
MALL NOT TO SCALE Solt TO BE CCWACT O -
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE)
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