2000-6413 I (Plans) GENERAL MOTES WATER MOTES (SANDMM WATER DISTRICT) SEWER NOTES (CARDIFF SANTTA DISTRICT) LEGAL DESCR►PTTON LOTS a a 7. a Awn _q IN BLOCK
too WORK TO BE DONE
i A PERMIT SHALL BE OBTAINED FRC7W THE CITY OF ENCINITAS I. WATER RAM LATERALS AND APPURTENANCE'S SHALL BE CONSTRUCTED ALL WORK SHALL BE DONE
IN ACCORDANCE WITH THE STANDARD OF CARDIFF VISTA, IN THE CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO ATE OF CALIFORNIA.
PER MAP 1547. IMPROVEMENTS CONSIST OF THE FOLLOWING MOW TO BE DAVE ACCOI�INIG TO THESE
STREET RIGHT -OF -WAY. WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST
EDITION PLANS.• THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 260- 281
-6. 7, a 9. & 10. SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE). THE SAND DIEGO SITEADIIRESS
W ARWICK DRIVE, BETWEEN FOSSINI STREETS AM STANDARDS REFERENCE DRAWINGS. OF ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS
TO EXISTING MAINS WILL REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING AND SOMERSET. S.D.C. SAN DIEGO COUNTY
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO BE MADE BY THE CONTRACTOR UNDER THE SUPERVISION OF THE SAN SPECIAL PROVISIONS:
S.D.WD. = SAN DIEGUITO WATER DISTRICT
CONSTRUCTION. (PUBLIC) DEGUITO WATER DISTRICT. AFTER PAYMENT OF THE ESTIMATED COST BY OWNER/PERMITTEE ROBERT MUELLER CONSTRUCTION.
INC. SDP. = SAN DIEGO PRECAST
THE DEVELOPER. 1. TRENCH WIDTH SHALL BE PER SDRSD No . S -4 UNLESS OTHERWISE 514 VIA DE LA VALLE. SUITE 210
SDJR.SD. - SAN DIEGO REGIONAL STANDARD DRAWINGS
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN (858)
SOLANA BEACH. CA 92075
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH 2. PIPE AND BEDDING CONDITIONS:
(858) 992 -4498 LECETID:
PROJECT BOUNDARY. GRADE OF STREET. (A) ALL PIPE SHALL HAVE 4* MINIMUM OF 314 INCH CRUSHED
NO. ITEM 6 STD. DWG. SDRSD SYMEOL QTY
4 ALL U 0ERGROUIND UTILITIES WITHIN THE STREET RIGHT -OF -NAY 4• ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
ROCK BENEATH THE PIPE. INSTALL A'alf.0 �'U�P6 /F,Q SaIQSD G-+¢ 298.22 LF
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO .
CONSTRUCTION OF BERMS CURB, CROSS GUTTER ANC? PAVING. S. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER (B) V. C.P. AND A.B.S.
TRUSS PIPE BEDDING FROM BOTTOM OF OWNERS CERTIFICATE
PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, INSTALL 6" AC DIKE G-5 405.36 LF
BOX FOR EACH RESIDENTIAL LOT.
5 THE EXISTENCE GRAVEL. CRUSHED AGGREGATE, NATIVE FREE - DRAINING IT IS AGREED THAT FIELD CO INSTALL i" WATER
SERVICE' LATERAL N/A 5 N EXISTENCE E AND LOCATION OF EXISTING UNDERGROUND 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE GRANULAR
MATERIAL HAYING A SAND EQUIVALENT OF 30 OR BETTER. CONDITIONS MAY REQUIRE CHANGES TO
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH CONTRACTORS PLANS. INSTALL 4" SEWER LATERAL S
-13
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK.
S 5 EA
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB. IF NO SIDEWALK (C) P.V.C. AND
A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A INSTALL AC DRIVEWAY APRON OS -7 k
1 EA
THESE PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY EXISTS, OR 7 FEET FROM FACE OF CUE WHERE S IDEWALK WILL BE INCH CRUSHED ROCK. A.B.S.
SOLID WALL PIPE MAY BE USED ONLY REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR INSTALL PCC DRIVEWAY APRON G - 148 � � 5 EA
SyiOWV HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT CONSTRUCTED. INCH TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
WHERE PIPE INVERT GRADES ARE 1% OR GREATER. ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF INSTALL
4" AC PAVEMENT OVER 6" AG BASE N/A -1 5997.4 SF
SHOWN ON THESE PLANS. B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE
SEWERS, THE IMPROVEMENTS. 0-27 2 EA
6 LOCATION AND ELEVATION OF MAIN. TS TO BE MET BY NOW SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN
SIDEWALK (ANCEFDRAIN
9. CONTRACTOR SHALL OBTAIN ENCROAa NT PERMITS FROM THE CITY THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE I FURTHER
AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON 8" PVC SEWER (SOP 35) WA --8- -- 106.5 LF
TO CONSTRUCTION OF NEW W W TO BE DONE SHALL BE G W O BY FIELD MEA PRIOR OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY USED UNLESS OTHERWISE
DIRECTED BY THE INSPECTOR. THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS SEWE MANHOLE . CONTRACTOR W ILL LL MAKE RIGHTS - OF - WAY.
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH S -17 t EA
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING 4. THE CONSTRUCTION OF P. C. C. SEWER MANHOLES SHALL BE PEA WORK ACTIVELY ON EVERY NORMAL
WORKING DAY UNTIL COMPLETED. INSTALL FIRE HYDRANT M -20 POOL t EA
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE SDRSD No. S -17. POURED IN
PLACE MANHOLE BASES SHALL BE A IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WOW ASSOCIATED WITH
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, MONOLITHIC POUR FINISHED
COMPLETE AT THE TIME OF POUR. THIS PRO ECT OR UNDER ROL INSTALL RIP PAP ENERGY DISSIPATOR 0-40 - _ = 1 EA
ACTUAL LOCATION OF EXISTING FACILITIES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS AND THE PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE
WITH 8 -INCH = - = - =- == - ---=- ==
RESULTS APPROVED BY THE CITY OF ENCINITAS. BEFORE THE WATER
ND
COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. INSTALL DRAINAGE DITCH 0-75 c > 15 LF
-
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC LINES ARE ACCEPTED A A COPY SENT TO THE SAN DEGUITO WATER S. THE CONSTRUCTION
OF 4 -INCH SEWER L- ATERALS SHALL BE PER R - 14 - 00
INSTALL ASPHALT CONCRETE SPILLWAY 0-22 t EA
COMPANY PRIOR TO STARTING WC( NEAR COMPANY FACILITIES DISTRICT OFFICE. SDRSD Nos. S -13 AND S -14. LATERALS SHALL NOT DISCHARGE PO
T MUELLER CONSTRUCTI INC. DATE
AND SHALL COORDINATE HIS WORK WITH COMPANY DIRECTLY INTO MANHOLES. 514 A 210 INSTALL 5' WIDE CONCRETE ENCASEMENT
S -7 ..•• T 24 LF r
REPRESENTATIVES. 21. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE SOLANA BEA A 92075
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN 6. THE CONSTRUCTION OF CONCRETE ANCHOR
WALLS SHALL BE PER (858) 991 -4498 INSTALL 15" RCP STORM DRAIN (1350 - D) N/A 76 LF
THIS PRQ�ECT ARE 'tA►NCEAGAOUND DEGUITO WATER DISTRICTS SPECIFICATIONS. SDRSD No. S -10, TYPE A .
INSTALLATIONS ". FOR LOCATION OF 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED
WITH 42 -INCH DECLARATION OF RESPONSIBLE CHARGE
ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE MINIMUM COVER.
APPURTENANCE'S CALL S.D.G.& E. FOR INSPECTION OF PROJECT. B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS Z HEREB
DECLARE THAT I AM THE ENGINEER OF wOR�K FOR THIS
TELEPHONE. 1 800 422 -4133 (DIG ALERT) AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS ESTIMATED QUANTITIES
13. FILL AREAS MUST BE COMPACTED TO 90 PRIOR TO PIPE PRIOR TO ACCEPTANCE OF WORK. PROJECT. THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO INSTALLATION. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DESIGN
OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE CUT 200 C. Y. *
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE BUSINESS AND PROFESSIONS COOS, AND THAT THE DESIGN IS
HIS WORK WITH COMPANY REPRESENTATIVES. 14. APPROVAL of THIS PLAN BY SDWD DOES NOT CONSTITUTE A DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE
FOR CONSISTENT WITH CURRENT STANDARDS. FILL 200 C. Y. *
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF. OR THE PUBLIC USE. EXPORT 0 C. Y. *
NOTICE: ALL TELEPHONE' SERVICES WITHIN THIS EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR 10. FILL AREAS MUST BE COMPACTED
TO 90% PRIOR TO PIPE INSTAL- I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
PROJECT BOUNDARY ARE' ItZERGROUND STRUCTURE WITHIN THE LIMITS OF PROJECT. LATION. SPECIFICATIONS BY THE CITY OF ENCINITAS IS
CONFINED TO A ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
INSTALLATIONS ". FOR LOCATION OF 15. ALL EXISTING FACILITIES WHIG! MAY AFFECT FINAL DESIGN( I.E. LINE 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S
FIELD-OPERATIONS REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER CE WORK. OF QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
CABLES AND APPURTENANCES CONTACT CIROSSINGS, LINE PARALLELING. OR PROPOSED CONNECTION SHALL BE DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK
TO ARRANGE MY RESPONSIBILITIES FOR PROJECT DESIGN.
PACIFIC BELL. FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS FOR INSPECTION OF PROJECT. (760) 633 -2770. SOILS
EN IAEER'S CERTIFICATE
TELEPHONE. 1800 422 -4133 (DIG ALERT) WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON OFESSj
Pp` O
IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER N
. WE 12= CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S S ENGINEERING 7
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY Q���� A.
p q �F CALIFr�IA DOING IN HE OF �� THE OF
MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. RIGHT OF WAY.
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED Q �► c� MECHANICS HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF THE SOIL
IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS IF NEEDED. 16. WATER WAAECTIONS TO C0*01CIAL DEVELOPMENTS SHALL HAVE AN 13. THE CONTRACTOR SHALL.
AND HEREBY DOES. GUARANTEE ALL Z CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
APPROVED BAC KFLOW DEVICE INSTALLED TO THE DISTRICTS WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE w N0. 29577 m
DIRECTION BETWEEN THE DATES FEBRUARY 15. 1999 AND MARCH 19, 1999 . O NE
10 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE SATISFACTION. BAC KFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OF THE WORK BY THE OWNER
AND SHALL REPAIR OR REPLACE ANY Exp . 03/31/03 a COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY
UA ERGROUND IMSTALLATIONS ". FOR LOCATION OF CABLES AND OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OUTSIDE WATER DISTRICT OR ALL SUCH WORK, TOGETHER
WITH ANY OTHER WORK WHICH RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
APPURTENANCES CONTACT. TELEPHONE' 1- 800 - 4224133 EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKIFLOW MAY BE DISPLACED IN SO DOING,
THAT MAY PROVE DEFECTIVE IN FURTHERMORE, I HAVE REVIEWED THESE IMPROVEMENT PLANS AND CERTIFY THAT THE
DEVICE ARE RESPONSIBILITY OF OWNER. WORKMANSHIP AND /OA MATERIALS WITHIN THE ONE YEAR PERIOD CIVIL Q RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT HAVE
11 POWER SOURCES AND Rlr/N5 SERVING STREET LIGHTS SHALL BE FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER ql�c
BEEN INCORPORATED IN THE IMPROVEMENT PLANS AND SPECIFICATIONS.
SHOWN ON THE AS- BUILT" IMPROVEMENT DRAWINGS. ALL 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIFE TO THE OWNER, EXCEPTING ORDINARY
WEAR AND TEAR, UNUSUAL CALF
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO ABUSE OR NEGLECT.
�Q
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINI" 5 FOOT SEPARATION WHEN PARALLELING WATER
ENCINITAS. SERVICES. 24. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, U Lb" E2k O D SIGNED:
THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION
18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER WAYNIE PASCD,
E 29577 DA E EORED T. MARSH DATE
12 PAVING SHAD BE DONE UNTIL EXISTING POWER POLES ARE
RELOCATED OUTSIDE THE AREAS TO BE PA VED. EXISTING WATER FACILITY (FIRE HYDRANT, METERS VALVE BOXES ETC.) LATERALS LOCATED WITHIN PUBLIC RIGHT OF
WAY OR EASEMENTS. nFESS /p
THAT ARE AFFECTED BY THIS PROJECT. � 'k9�
15. FOR SEWER LATERAL TABLE, SEE SHEET 2. GE NO 2387 R EQU I ALENT. WITH 3 FOOT HIGH INTENSITY TYPE
Q QED T.
13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS "
s
CITY ENGINEER PRIOR TO MAKING G A IN THE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A 16. "AS-B UILT"
OF OF WORK. W MUST 8E SUBMITTED PRIOR TO FINAL EXP. DATE: 6 - - 2001 NO.
� � � �
17� DEVELOPER E REQUI
FIELD. MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION. ft, 0a.3"1
t4 ALL SIGNS TO BE
20. USE THE FOLLOWING VARIOUS COMBINATIONS CE PLAIN END PIPE LENGTHS MAINTAINANYPUBLICSEWERSCONSTRUCTED WITHINEEASEM AMERICAN
-GEOTECHINICAL ENTS 5764 PACIFIC CENTER BLVD
R FACIE OR IXI !r
O WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED AND MA-' BE REQUIRED TO DEDICATE ADDITIONAL ACCESS
SUITE 112
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. SAN DIEGO,
CA 92121
15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE
(619) 450 -4040 �GF
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN 28. WASTEWATER DISCHARGE
PERMITS AND PLUMBING PERMITS ARE
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770)
END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL_ RADII BETWEEN 140 REQUIRED PRIOR TO CONNECTION TO SYSTEM.
FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION SPEM NOTE..
16 ALL CUT AND FILL SUES OVER THREE (3) FEET GATED BY COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 550 FEET. USE AN INTEGRAL
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDEO BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE
IF IMPROVEMENTS ' PER 5293 -I HAVE BEEN CONSTRUCTED AND ARE IN
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE'. LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE
A CONDITION ACCEPTABLE TO THE CITY ENGINEER. WARWICK DRIVE
hTDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK CH U AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT SHALL
BE WIDENED PER SECTION A -A. IF IMPROVEMENTS PER 5293 -
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN 0 /Sl C/FT OF AC
PLR lt'1MOYEArhrr PLAN 5Z?T17 HAVE NOT BEEN CONSTRUCTED, WARWICK DRIVE SHALL BE CONSTRUCTED
9-FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICTS � PER SECTION B -B.
17 ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW REPRESENTATIVE. APPROX 2 � LOO/ STiI S Z-50 TO /4 +25, CURB
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL . CONS MUC T /ON PER 6413 W /7x/ TRANSI rION
21. THE S���ECT PROPERTY IS CUFENTL Y SERVED BY A 2" WATER 14 *75 7b /SF2S. 86
18 PRIV ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION METER. UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALL
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE METERED. PRIOR TO THE SALE Of ANY INDIVIDUAL LOT, THE OWNER
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR MAY DOWNSIZE THE EXISTING METER AND APPLY CREDIT TOWARD
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) INSTALLATION OF NEW METERS. ONCE A LOT IS SOLD, CAPACITY 55'
cam
CREDIT CANNOT BE TRANSFERRED TO THAT LOT. ALL METERS THAT it 30 18' 7' = T
AND INSTALLED ¢ 30' 18'
29 CONCENTRATED FLOWS ACROSS DRIVEWAYS AM/0R SIDEWALKSSIDEWALKS NOT RECEIVE A CAPACITY CREDIT SHALL BE SECURED
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK. AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF 12' ' DEDIC4TMN
¢ 7'
10' T
COMPLIANCE, THE OWNER SHALL PROVIDE THE SAN DIEGUITO 1 . FINAL MA P FINAL MAP
THROUGH FACE OF CLARE. TO GUTTER IN PUBLIC STREET. WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH !�
LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METER.
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BEACH 3t /L � � CROW L
' .
MARK WHICH WHICH IS DISTLARBED OR DESTROYED SHALL BE RE- ESTABLISHED 22. ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL J J
¢ 20
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND WAY, ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. ®
� ¢ 3'
SURVEYOR. AC 6" TYPE DIKE "A .. k 5 ' 12 ' .
21 THE DEVELOPER SMALL MARK THE LOCATION OF EACH SEWER DWG Nb. 9 -I W 2' 2'
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS `S* '
AND "W". RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE � �� 29 2% 2X 2S 2%
CURB.
- - - AC DIKE PER
ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A G-5 TYPE °A
20 THE ADD "
MANNER AND LOCATION APPROVED BY THE INSPECTOR. - "`�`4` EXISTING GROLAND .t G5D ��
SITE N PER CMV3 AC46eO 4 'Pa INSTALL 4" AC PVMT 2' SLOPE z
21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD DWG Nb.5293 -I OVER 6" AG. BASE (MIN) �-
- ..�, .;i 2t SLOPE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION). -+ BEGIN GRIND 1 ' FROM AW UT LINE. INSTALL 4" AC PVMT
GY 41v7RrCT
THE SAN DIEGO STANDARDS SPECIAL PROVISIONNS TO THE STANDARD WARWICK AVE FEATHER AS NECESSARY TO PROVIDE OVER 6" AG. BASE (MIN)
Cl/,c�Af' Ale G MIN 4" AC OVER 6" AS
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE ?� -{ A SMOOTH TRANSITION
SAN DIEGO REGIONAL STANDARDS C044ITTEE), AND THE SAN DIEGO S HEFFIELD �� SE -
SECTION C-C EXISTING c�nD
REGIONAL STANDARD DRAWINGS (LATEST EDITION). '� Q CT70NA A SEC'T'ION$
AVErn . WARWICK AVENUE WARWICK AVENUE SCALE
S Oar To A LE�
22 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY g npT TO SCALE Oar TO SCALE Ti 5.5
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY BRIGHTON TIC 5 TI
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTRUCTION.
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