2003-7828 I (Plans) GENERAL NOTES WATER NOTES (SANDEGUITO WATER DISTRICT) SEWER NOTES (CARDIFF SANITAR Y DIVISION) LEGAL DESCRIPTION STATEMENT OF ENGINEER OF WORK
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THE STANDARD A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
(LATEST EDITION), OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO
STREET RIGHT-OF-WAY. WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD MERIDIAN,
IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE CALIFORNIA, ACCORDING
TO UNITED STATES GOVERNMENT SURVEY, TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
SAN DIEGO REGIONAL STANDARDS COMMITTEE)), THE SAND DIEGO APPROVED APRIL 19, 1888. HEREIN SHALL BE IN ACCORDANCE WITH THE RULES
AND REGULATIONS REQUIRED BY THE
OF ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL REGIONAL STANDARD DRAWNGS (LATEST EDITION) AND THE FOLLOWING
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN SPECIAL PROVISIONS: APN: CITY
OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW
CONSTRUCTION. (PUBLIC) DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY PERFORMED BY THE CITY OF ENCINITAS IN ITS
CAPACITY AS A PUBLIC ENTITY FOR THE
THE DEVELOPER. 1. TRENCH WIDTH SHALL BE PER SDRSD No.S-4 UNLESS OTHERWISE 260-430-22 PLANS PREPARED BY THE ENGINEER
IS NOT A DETERMINATION BY THE CITY OF ENCINITAS
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT NOTED.
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 2, PIPE AND BEDDING CONDITIONS: SITEADDRESS
OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT
PROJECT BOUNDARY. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH THEREFORE DOES NOT RELIEVE THE ENGINEER
OF REAPONSIBILITY FOR THE PLANS OR
GRADE OF STREET. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED LAKE DRIVE, ENCINITAS
-OF-WAY OWNER/PERMITTEE HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT POCK BENEATH THE PIPE. DESIGN OF IMPROVEMENTS BASED THEREON.
THE ENGINEER AGREES TO INDEMNIFY AND
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER PIP V.C.P. AND A.B.S. TRUSS PIPE BEDDING
FROM BOTTOM OF FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
BOX FOR EACH RESIDENTIAL LOT. AIDE L, 12 INCHES AGGREGATE,ABOVE THE PIPE SHALL BE SAND, BEST IN THE WEST DEVELOPMENT ERRORS,
OR OMISSIONS OF THE ENGINEER AND HIS HER AGENTS OR EMPLOYEES ACTING
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND GRAVEL, CRUSHED AGGREGATE, NATIVE FREE-DRAINING 11821 RANCHO BERAIARDO ROAD
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. SUITE 205 WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. SAN D/E90 CA 92/28 THE
WORK PERFORMED BY THE ENGINEER.
THERE THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. ((C P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT UI SHOWN ON 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK 0� PIPE TO 12 INCHES MINIMUM
ABOVE THE PIPE SHALL BE 3/4 08587(075-6yDD gy• BRETT A ME S
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE INCH CRUSHED ROCK. A.B.S. SOLID WALL
PIPE MAY BE USED ONLY BY.' Ile- hw. u 1'f 0?
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY CONSTRUCTED. WHERE PIPE INVERT GRADES ARE 19 OR GREATER. OWNERS CERTIFICATE
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT RONALD L. HOLLOWAY DATE
SHOWN ON THESE PLANS. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, IT
IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO RCE No.:
MAIN. SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THESE PLANS. 29271 EXP. 03131107
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE I FURTHER AGREE TO COMMENCE
WORK ON ANY IMPROVEMENTS SHOWN ON
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR 9• CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR.
IT IS FURTHER AGREED THAT THE OWNER DEVELOPER SHALL HAVE A BHA, INC.
RI GHTS-OF-WAY. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES,
ALTERATIONS OR 5115 AVENIDA ENCINAS, SUITE L
R
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SDRSD No.S-17. POURED IN PLACE MANHOLE BASES SHALL BE A ADDITIONS TO THESE PLANS WHICH
THE CITY ENGINEER DETERMINES CARLSBAD, CA 92008
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE MONOLITHIC POUR FINISHED COMPLETE AT THE
TIME OF POUR. ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF AR 931, CA
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER LINES ARE INSTALLED W7HIN EXISTING COUNTY RIGHTS-OF-WAY, PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE
WITH 8-INCH THE IMPROVEMENTS
ACTUAL LOCATION OF EXISTING FACILITIES. CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND THE COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. THESE
PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS ENGINEER'S JOB NO. 282-0774-400
ESULTS APPROVED BY THE 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC LINES ARE ACCEPTED AND ACCOP YSENNT ITO THEE AN DEGUITO WATER 5.
THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH LEGEND:
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES DISTRICT OFFICE. SDRSD Nos.S-13 AND S-14. LATERALS SHALL NOT DISCHARGE WORK ACTIVELY ON EVERY
NORMAL WORKING DAY UNTIL COMPLETED,
AND SHALL COORDINATE HIS WORK WITH COMPANY DIRECTLY INTO MANHOLES. IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
NO. ITEM & STD. DWU SDRSD SYMBOL QTY
REPRESENTATIVES 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 6 THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER THIS PROJECT
OR UNDER MY CONTROL
.
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN BEST 7N THE WEST DEVELOPMENT INSTALL 5" MOD. CURB & GUTTER
(SEE DETAIL) 839 LF
NOTICE., ALL ELECTRIC AND GAS SERVICES WITHIN DEGUITO WATER DISTRICT'S SPECIFICATIONS. SDRSD No.S-10, TYPE A. „
THIS PROJECT ARE UNDERGROUND 7 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH //BZS RANCHO BERNARDO ROAD INSTALL
6 AC BERM G-5 25 LF
INSTALLATIONS". FOR LOCATION OF 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION MINIMUM COVER. SU/TE 205` INSTALL
1" DUAL WATER SERVICE P-2A W 7 EA
ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS
SAN D/fG0 CA 92/21
APPURTENANCES, CALL S.D.G.& E. FOR INSPECTION OF PROJECT. (858) 675-6gOD INSTALL 4" SEWER LATERAL S-13
S 7 EA
TELEPHONE: 1 800 422-4133 (DIG ALERT) AND LATERALS SHALL BE SHOWN ON ORIGINAL AS-BUILT PLANS, BV: BRE7 7' AMES
13. FILL AREAS MUST BE COMPACTED TO 909;, PRIOR TO PIPE PRIOR TO ACCEPTANCE OF WORK. INSTALL PCC DRIVEWAY APRON G-14A
A k 1 EA
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO INSTALLATION. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR INSTALL 4 AC PVMT.
(MIN.) OVER 6» NIA 23575 SF
HIS WORK WITH COMPANY REPRESENTATIVES. 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A PUBLIC USE. CL 11 AG BASE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR 10. FILL AREAS MUST BE COMPACTED TO 909 PRIOR TO
PIPE INSTAL- ' SAWCUT EXISTING PAVEMENT 711 LF
PROJECT BOUNDARY ARE "UNDERGROUND STRUCTURE WITHIN THE LIMITS OF PROJECT LA 770N. ' ' 1 2 3 INSTALL 8- PVC SEWER (SDR
35) NSA - S 436 LF
INSTALLATIONS". FOR LOCATION OF 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS
CABLES AND APPURTENANCES CONTACT 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE
INSTALL SEWER MANHOLE S-17 --� 4 EA
PACIFIC BELL. CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE
TELEPHONE: 1 800 422-4133 (DIG ALERT) FOR INSPECTION OF PROJECT. (760) 633-2770.
FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS mmmim
WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING INSTALL
FIRE HYDRANT P-1 ►N 1 EA
9 IT SHALL BE THE RESPONSIBILITY
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RES INSTALL
RIP RAP ENERGY DISSIPATOR D-40 3 CY
CONTACT THE UTILITY AGENCIES, ADD THE DEVELOPER TO +VISE THEM OF THE PROPOSED MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER
DISTRICT. RIGHT OF WAY. 4
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN 13. THE CONTRACTOR SHALL, AND HEREBY
DOES, GUARANTEE ALL ' ); INSTALL 18" HOPE STORM DRAIN N/A 77 LF
WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE »
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S ' 7 D VE INSTALL 6"-10" TRANS. CURB & GUTTER 20
LF
f0 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY
SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH
APPURTENANCES CONTACT: TELEPHONE: 1-800-422-4133 OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE
IN t L INSTALL PCC CROSSGUTTER G-12 1001 SF
EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD Fyr u ,
v
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE DEVICE ARE RESPONSIBILITY OF OWNER. FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER Sll
T 2 INSTALL STREET NAME SIGN DS-13 1 EA
SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL 17 MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR,
UNUSUAL ' [_' INSTALL STOP SIGN R-1 (CALTRANS) T 7 EA
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO ABUSE OR NEGLECT. ' I ,
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS,
-{ S INSTALL 2" BLOW-OFF VALVE P-4 2 EA
ENCINITAS. SERVICES THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION
12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS
OF SEWER 6 INSTALL 1" AIR RELEASE VALVE P-10 2 EA
RELOCATED OUTSIDE THE AREAS TO BE PAVED. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC.) LATERALS LOCATED WTHIN PUBLIC RIGHT OF WAY OR EASEMENTS. '
THAT ARE AFFECTED BY THIS PROJECT. 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. INSTALL 8" PVC WATERLINE (C900, CL 150)
- W 262 LF
13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS 16. "AS-BUILT" DRAWINGS MUST BE SUBMITTED
PRIOR TO FINAL a INSTALL 4" PVC WATERLINE (C900, CL 150) - v 142 LF
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A ACCEPTANCE OF WORK.
FIELD. MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION. 17 THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO INSTALL
CONC. CURB INLET (TYPE B) D-2 ❑❑ 1 EA
14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 20. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED
WITHIN EASEMENTS INSTALL CONC. CURB INLET (TYPE B) WITH D-2 Ff 2 EA
REFLECTIVE FACE OR EQUIVALENT. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS
FILTER INSERT BY SUNTREE TECHNOLOGIES OR APPROVED EQUIV.
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND EASEMENTS TO MAINTAIN THE PUBLIC SEWERS.
15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE 18. WASTEWATER DISCHARGE PERMITS
AND PLUMBING PERMITS ARE 200' 100' 0 200 400 600 INSTALL TYPE "A" STRAIGHT HOWL D-30 0 2 EA
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN REQUIRED PRIOR TO CONNECTION TO SYSTEM.
HOURS OF NOTICE FOR SUCH A MEETING. (633-2770) END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 INSTALL 6"
PCC CURB & GUTTER G-2 662 LF
(( )) FEET TO 270 FEET. USE 19-FOOT PLAIN END PIPE LENGTHS WITH DEFECTION 19. NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE SCALE:
1° = 200'
16 GRADING FOR FILL SLOPES DRIVEWAYS (3) FEET HREATED EY COUPLINGS FOR LENGTH JOINED BED EEN 270 ET A 19-FOOT PLAIN N INTEGRAL INSPECTED BY CLOSED CIRCUIT
TELEVISION AFTER COMPLETION OF ,{ ^ 7� INSTALL (10OW HPS) ST. LIGHT E-1 --0 2 EA
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE
TRENCHING BACKFIII AND FINISHED GRADING BUT PRIOR TO ��.Yl1�C INSTALL 4.5' WIDE TYPE "A" NATURAL G-7 2930
SF
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING.
HARD SURFACE OR COLORED CONC.
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN CONTRACTOR SHALL PROVIDE FOR TELEVISION
INSPECTION. (SEC.
9-FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S 306-1.4.8). I 16' SIDEWALK (LAKE DRIVE)
17 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW REPRESENTATIVE. ELEVA7101V PT. 25' INSTALL 4.0' WIDE
TYPE "A" NATURAL 1688 SF
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 21. THE SUBJECT PROPERTY IS CURENTLY SERVED BY A 2" WATER ON PROFILE f 5, 1' HARD SURFACE
SIDEWALK (STREET "A")
METER. UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALLY WORK TO BE DONE
18 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION 1/2" R INSTALL SIGNS ENCINITAS FIRE 'T 5
EA
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE METERED. PRIOR TO THE SALE OF ANY INDIVIDUAL LOT, THE OWNER IMPROVEMENTS CONSIST OF THE FOLLOWING
WORK TO BE a2
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR DONE ACCORDING TO THESE PLANS, THE CURRENT SAN h �' DEPT. STANDARD
MAY DOWNSIZE THE EXISTING METER AND APPLY CREDIT TOWARD WEAKENED PLANE - U� 2'-G"R ��
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. IF APPLICABLE INSTALLATION OF NEW METERS. ONCE A LOT IS SOLD, CAPACITY JOINT = 40'
PRIVATE ROAD, WATER, & PUBLIC
( ) DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD R/W UTILITY ACCESS ROAD EASEMENT R/W
CREDIT CANNOT CI TRANSFERRED TO THAT LOT. ALL METERS THAT SPECIFICATIONS AND SPECIAL PROVISIONS FOR
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND/OR SIDEWALKS SHALL NOT RECEIVE A CAPACITY CREDIT SHALL BE SECURED AND INSTALLED n gory p•L
z ° K 25.5'
TE AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF IMPROVEMENT OF SUBDIVISION STREETS AND STANDARDS Z� '== '"='
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, 20' 20'
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. COMPLIANCE, THE OWNER SHALL PROVIDE THE SAN DIEGUITO REFERENCE DRAWINGS. MIN. 4" CL II AB
WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH 16' 16'
LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METER. S.D.C. = SAN DIEGO COUNTY UNDER CURB
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 5.5'
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED 22. ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL S.D.W.D. = SAN DIEGUITO WATER DISTRICT MOD.
CONC. ROLLED CURB (G-4)
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. S.D.P. = SAN DIEGO PRECAST
I 5'5 4,
SURVEYOR. NOT TO SCALE _rl S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS 2.1
2.
21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER SOILS ENGINEER'S CERTIFICATE SAWCUT EX. PVMT & REMOVE - 2%
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" MIN. 2' WIDE AC OVERLAY (MAY SAWCUT EX. PVMT & REMOVE MIN. 2' WIDE AC OVERLAY (MAY
EASTERLY PORTION 21 ''
AND "W", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE 1, DAVO 3K&Ur A REGISTERED C.f V l�_ _ ENGINEER IN THE STATE OF REQUIRE GRADING FOR SMOOTH EASTERLY
PORTION, MAY REQUIRE REQUIRE GRADING FOR SMOOTH MAY REQUIRE GRINDING
CURB. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL TRANSITION) GRINDING FOR SMOOTH TRANSITION TRANSITION) FOR
SMOOTH TRANSITION 4" A.C./ 6" A.B.(MIN) PROPOSED 5.5' PUBLIC
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL R/W R/1N INSTALL 4" AC/6" AB (MIN) 2-5, UTILITY
EASEMENT
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY R/W R/W INSTALL 4" AC/6"
AB (MIN) 60' PUBLIC ROAD EASEMENT MATCH TO EXIST. GRADE ® PROP. 5 1/2" MODIFIED
60' PUBLIC ROAD EASEMENT MATCH TO EXIST. GRADE ® 29.5' 20' i 10' SAWCUT LINE ROLLED CURB (SEE DETAIL
ON PROPOSED 4' WIDE DECOMPOSED
MANNER AND LOCATION APPROVED BY THE INSPECTOR. DIRECTION BETWEEN THE DATES AUGUST 2000 AND SEPTEMBER 2001, AND SAWCUT LINE
21.5' 20' 10' THIS SHEET) MIN. 4" CL II AB GRANITE TRAIL SURFACE OR
UPDATED JUNE 6, 2003. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED - R PARKWAY UNDER CURB COLORED CONCRETE
SIDEWALK
21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE R PARKWAY t
1' I 5' MATCH TO (ONE SIDE ONLY) IMPROVEMENT
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE 1t 5' MATCH TO EXIST.
GRADE TIT= 5.5 TO MATCH SURFACE USED ON
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD IMPROVEMENT PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE 2' EXIST. GRADE ?.
26'5' (NO PARKWAY TYPICAL SECTION LAKE DRIVE
SPECIFICA710NS FOR PUBLIC WORKS CONSIRUC770N (ADOPTED BY THE 1
SAN DIEGO REGIONAL STANDARDS COMMITTEE)), AND THE SAN DIEGO SOILS REPORT FO THIS PROJECT HA BEEN INCORPORATED IN THE 21 (NO PARKWAY 29__
®__ 2% GRADING
REGIONAL STANDARD DRAWINGS (LATEST EDITION). IMPROVEMENT P A S A D SPECIFIC S ?� _ 29 GRADING y1 _-_ __________ __ PROPOSED)
22 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WTH CITY SIGNED: __ _ __-(p /�/=D 21 PROX.OGR GROUND
X. GROUND CRESTVIEW DRIVE o
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY DATE 6" �• 6" EX. PAVING PROP. 6" TYPE G (PRIVATE)
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO INDyI$S7 EX. PAVING PROP. 6" TYPE G CURB & TYPE-G & BASE CURB & GUTTER
MIN. ROP. 5' TYPE "A"
CONSTRUCTION. PRIVATE TYPE-G & BASE GUTTER, MIN. 4" AC OVER ROP. 5' TYPE "A" CURB & 4" AC OVER 6" CL H MATERIAL
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GENERAL NOTES WATER NOTES (SANDEGUITO WATER DISTRICT) SEWER NOTES (CARDIFFSANITARYDIVISION) LEGAL DESCRIPTION STA OFENGEV= OF WORK
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ALL WORK SMALL BE DONE
IN ACCORDANCE WITH THE STANDARD A PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER THE UNDERSIGNED ENGINEER AGREES THAT THE W)RK PERFORMED BY
THE ENGINEER SHALL
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, (LATEST EDITION), OF SECTION 23, TOWWSHIP 13 SOUTH, RANGE 4 WEST. SAN BERNARDINO
STREET RIGHT -OF -WAY. WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER
ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE CALIFORNIA,
ACCORDING TO UNITED STATES GOVERNMENT SURVEY TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO APPROVED APRIL
19, 1888. HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE
OF ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL REGIONAL STANDARD DRAWINGS (LATEST EDITION)
AND THE FOL.LOIMNG CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR RENEW
O R ' VALUE TESTS SHALL BE REQUIRED PRIOR TO BE MADE BY THE CONTRACTOR UNDER THE SUPERVISION OF THE SAN SPECIAL PROVISIONS: A.P.N.:
PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE
CONSTRUCTION. (PUBLIC) DE WATER DISTRICT, AFT>�R PAYMENT OF THE ESTIMATED COST BY
THE E DE VELOPER. 1 TRENCH WIDTH SHALL BE PER SORSO No.S -4 UNLESS OTHERWISE 260- 430-22 PLANS PREPARED BY
THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS
DE
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT NOTED. OF THE TECHNICAL SUFFICIENCY OR ADEQUACY
OF THE PLANS OR DESIGN, AND IT
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 2. PIPE AND BEDDING CONDITIONS:
SITEADDRESS THEREFORE DOES NOT RELIEVE THE ENGINEER OF REAPONSIBILITY FOR THE PLANS OR
PROJECT BOUNDARY. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH (A) ALL PIPE SHALL HAVE 4' MINIMUM OF 314 INCH CRUSHED LAKE
DRIVE, ENCINITAS DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND
GRADE OF STREET. ]ROCK BENEATH THE PIPE.
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT - -OF -WAY 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. OWNERIPERMITTEE
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS. AGENTS, AND EMPLOYES
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO ( V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF FROM PROPERTY
DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER PIPE TO 12 INCHES MINIMUM
ABOVE THE PIPE SHALL BE SAND arST /N' THE WEST DEVELOPMENT ERRORS, OR OMISSIONS OF 774E ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING
BOX FOR EACH RESIDENTIAL LOT. GRAVEL. CRUSHED AGGREGATE, NATIVE FREE DRAINING 11926 R AAWY0 BER/VARDO ROAD WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND GRANULAR MATERIAL HAVING A SAND EQUI VALENT OF 30 OR BETTER. SUI rE 205
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE THE
WORK PERFORMED BY THE ENGINEER.
CALIFORNIA DI VISION OF SAFETY FOR ALL TRENCH WORK 34# D/ESO CA 92128
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE C P. VC. AND A.B.S SOLID WALL PIPE BEDDING FROM BOTTOM (am? (,75- by00
THERE ARE NO OTHER EXISTING FACIU71ES EXCEPT AS SHOWN ON Z INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK PIPE TO 12 INCHES
MINIMUM ABOVE THE PIPE SHALL BE 314 BV . RETT AME S BY a
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EXISTS. OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE INCH CRUSHED ROCK. A.B.S.
SOLID WALL PIPE MAY BE USED ONLY OWNER S CERTIFICATE
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY CONSTRUCTED. WHERE PIPE INVERT GRADES ARE 1X OR GREATER.
RONALD L. 14 OWAY DATE
SHOW V HEREON AND ANY OTHER W41CH IS NOT OF RECORD OR NOT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
SHOW 4 ON THESE PLANS 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER J. AFTER COMPLETION OF PIPE LEYMa ALL MAIN LINE
SEWERS. RCE No.: 29271 EXP 03/31/07
MAIN. SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THESE PUNS
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 9. CONTACTOR SHALL OBTAIN ENCROACHMENT 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 BHA, INC.
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. IT IS FURTHER AGREED THAT
THE OWNER (DEVELOPER) SHALL HAVE A
OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY REGISTERED CIVIL ENGINEER MAKE SUCH CHANGIES, ALTERATIONS OR
5115 AWENIDA ENCINAS, SU L
TO CONSTRUCTION OF NEW WORK. CONTACTOR WILL MAKE RIGHTS -OF -WAY. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER ADDITIONS
TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES CARLSBAD, CA 92008
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SORSO No.S -17. POURED IN PLACE MANHOLE BASES SHALL BE A ARE NECESSARY FOR AND
DESIRABLE FOR 774E PROPER COMPLETION OF
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE MONOLITHIC POUR FINISHED
COMPLETE AT THE TIME OF POUR (760) 931 - 8700
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, PRECAST MANHOLE BASES ARE
ACCEPTABLE FOR USE WITH 8 -INCH THE IMPROVEMENTS.
ENGINEER'S J08 N0. 282- 0774 -400
ACTUAL LOCATION OF EXISTING FACILITIES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL THESE
PLANS WTHI EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
DIRECTLY NS. TLY INTO MANHOLES ID
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH LEGEND:
7 THE CONTRACTOR SMALL NOTIFY THE SAN DIEGO GAS A ELECTRIC LINES ARE ACCEPTED AND A COPY SENT TO TH R
E SAN DEGUITO WATER 5. THE CON STRUCTI ON OF 4 -INCH SEWER LATERALS SHALL PER WORK ACTIVELY ON EVERY NORMAL WORKING DAY
UNTIL COMPLETED,
AND SHALL COOR HIS WORK WITH COMPANY D
COMPANY PRIOR STARTING WORK NEAR COMPANY FACILITIES DISTRICT OFFICE. D &S-13 S -13 AND S -14. LATERALS SHALL NOT DISCHARGE IRRESPECTIVE
A INDEPENDENT OF ANY OTHER WORK ASSOCIATED W714 Na ITEM & STD. DMA SEIM S•1MM QTY REPRESENTATIVES 11. PRIOR TO AWARDING
WATER LINE CONTRACT, OWN THIS PROJECT OR UNDER MY CONTROL ER SHALL ADVISE 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER
INSTALL 5" MOD. CURB d: GUTTER (SEE DETAIL) 839 LF
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN SDRSD No.S - 1Q TYPE A. BEST /N T/IE WEST DEVEL OPMEAUT
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN DEGUITO WATER DISTRICT'S SPECIFICATIONS. //BZA RANCHO BERNAADD ROAD INSTALL
6" AC BERM G -5 25 LF
THIS PROJECT ARE 'UNDERGROUND 7 ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH SUITE Y05 INSTALL 1" DUAL
WATER SERVICE P -2A W 7 EA
INSTALLATIONS'. FOR LOCATION OF 12. THE CONTACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION MINIMUM COVER SAN D/E60 CA 12/29
ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE S THE FINAL LOCATION AND ELEVATION OF SEWER
AND WATER MAINS (656) 675 -6 1100 INSTALL 4" SEWER LATERAL S - S 7 EA
APPURTENANCES, CALL SD.G.� E. FOR INSPECTION O' PROJECT AND LATERALS SH A LL BE SHOWN ON ORIGINAL AS -BUILT PLANS, By: BRETT
MMES A 1 EA
TELEPHONE. 1 800 422 -4133 (DIG ALERT) 13 FILL AREAS MUST BE COMPACTED TO 9011; PRIOR TO PIPE PRIOR TO ACCEPTANCE OF WORK. INS
TALL PCC DRIVEWAY APRON G -14A
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO INSTALLATION. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE
INSTALL 4" AC PVMT. (MIN.) OVER 6" NIA 23575 SF
STARTING WORK !NEAR COMPANY FACILITIES AND SHALL COORDINATE 14. APPROVAL O" THIS PLAN BY SDWD DOES NOT CONSTITUTE A DISTRICT ENGINEER IN WRITING
PRIOR TO ACCEPTANCE FOR CL 11 AG BASE
HIS WORK WNT74 COMPANY REPRESENTATIVES. REPRESENTATION AS TO THE ACCURACY O; THE LOCATION OF, OR THE PUBLIC USE. r ( SAWCUT
EXISTING PAVEMENT 711 LF
EXISTENCE OR NOTICE: ALL TELEPHONE SERVICES WITHIN THIS STRUCTURE IITH�N THE UM TS OF�PRO.IE��ND UTILITY, PIPE OR 10. FILL AREAS
MUST BE COMPACTED TO 901E PRIOR TO PIPE INSTAL- 1 2 3 INSTALL 8 PVC SEVER (SDR 35) NIA -- S -- 436 LF
PROJECT BOUNDARY ARE "UNDERGROUND LA TION.
INSTALLATIONS". FOR LOCATION OF 1. THE CONTRACTOR SHAD NOTIFY 174E DISTRICTS FIELD O A ' Q ' INSTALL SEWER
MANHOLE S - - 4 EA
CABLES AND APPURTENANCES CONTACT 15. ALL EXISTING FACILITIES MHICIH MAY AFFECT FINAL DESIGN, I.E. I LINE DI VISION 48 HOURS IN ADVANCE OF BEGINNING
WORK TO ARRANGE
PACIFIC BELL. CROSSINGS. LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FOR INSPECTION OF PROJECT. (760) 633 -2770. '
INSTALL FIRE HYDRANT P -1 �/ 1 EA
FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS
TELEPHONE. 1800 422 -4133 (DIG ALERT) WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE
pTYS ENGINEERING INSTALL RIP RAP ENERGY DISS►PA7iOi? 0-40 3 CY OEM
9 IT SHALL BE 174E RESPONSIBILITY OF THE DEVELOPER TO IMPROVEMENT PLANS ELECTRICAL AND SEWER r0 CROSS UNDER WATER SERVICES DEPARTMENT FOR ANY EXCAVATION
WITHIN EXISTING CITY c S` 4
MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 13 THE
CONTACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL , _ - - INSTALL 18" HDPE STORM DRAIN NIA 77 LF
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN WORK FOR A PERIOD OF
ONE YEAR AFTER THE DATE OF ACCEPTANCE W INSTALL 6" -10" TRANS. CURB d: GUTTER 20 LF
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY 4' 1 7 D
VE A . .
10 ALL TELEVISION SERVICES WITTHFN THIS PROJECT ARE SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OR ALL SUCH WORK, TOGETHER
WITH ANY OTHER WORK WHICH ' 4 INSTALL PCC CROSSGU TIER G-12 1001 SF
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT MAY BE DISPLACED IN SO DOING,
THAT MAY PROVE DEFECTIVE I4 �'i' _
APPURTENANCES CONTACT' TELEPHONE: 1- 800 -422 -4133 EASEMENT REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW WORKMANSHIP AND /OR MATERIALS WITHIN
THE ONE YEAR PERIOD ^^ r]�' 2 INSTALL STREET NAME SIGN DS -13 � 1 EA
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE DEVICE ARE RESPONSIBILITY OF OWNER. FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
`�� 11 1
SHOWN ON THE "AS- BUILT' IMPROVEMENT DRAWINGS ALL 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE TO THE OWNER, EXCEPTING ORDINARY
WEAR AND TEAR, UNUSUAL ' INSTALL STOP SIGN R -1 (CALTRANS) "r 1 EA
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO ABUSE OR NEGLECT.
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER 14. CONTRACTOR SHALL FURNISH AND INSTALL,
PER SPECIFICATIONS, S INSTALL 2" BLOW' -OFF VALVE P -4 -;-- 2 EA
ENCINITAS SERVICES. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION 6 INSTALL 1" AIR RELEASE VALVE P
-10 � 2 EA
18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCA 77OIN OF ANY TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER
12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS.
RELOCATED OUTSIDE THE AREAS TO BE PAVED. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC) ' I
INSTALL 8" PVC WATERLINE (C900, CL 150) --- V 262 LF
774A T ARE AFFECTED BY 7741S PROJECT 15. FOR SEWER LATERAL TABLE SEE SHEET 2. - -� INSTALL 4 - PVC WATERLINE
(C900, a 150) y 142 LF
' ---
16. AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL
13 THE CONTACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF 774E 19. CONTACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS .
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A ACCEPTANCE OF WORK
INSTALL CONC CURB INLET (TYPE B) 0 -2 0 1 EA
FIELD. MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION. 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO
14 ALL SIGNS 70 BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 20. USE 174E FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS MAINTAIN ANY
PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS INSTALL CONC. CURB INLET (TYPE B) WTH D - 2 ® 2 EA
REFLECTIVE FACE OR EQUIVALENT. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED AND MAY BE REQUIRED TO DEDICATE ADDITIONAL
ACCESS FILTER INSERT BY SUNTREE TECHNOLOGIES OR APPROVED EQl1lY.
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS: DO NOT BEND EASEMENTS TO MAINTAIN THE PUBLIC SEWERS
15 CONTRACTOR 94ALL REQUEST FROM THE ENGINEERING SERVICES DEPT. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL ENO OF STANDARD PIPE 18. WASTEWATER
DISCHARGE PERMITS AND PLUMBING PERMITS ARE 200' 100' 0 200 400 600 INSTALL TYPE "A' STRAIGHT HOWL 0 - 0 2 EA
A PRECONSTRUC77ON MEETING AND SHALL PROVIDE AT LEAST 48 AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS USE 9.5 - FOOT PLAIN REQUIRED PRIOR TO CONNECTION
TO SYSTEM. INSTALL 6" PCC CURB d: GUTTER 0 662 LF
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) END PIPE LENGTHS IWTH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140
FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION 19. NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE
SCALE: 1" = 200' INSTALL (100W HPS) ST. LIGHT E -1 ---0 2 EA
16 ALL CUT AND FILL SCOPES OVER THREE (3 ) FEET CREATED BY COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL INSPECTED
BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF �'
GRADING FOR STEETS AND DRIVEWAYS SHALL BE HYDROSEEDED BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE TRENCHING BACKFILL AND
FINISHED GRADING BUT PRIOR TO A .Li Y ALIP INSTALL 4.5 WIDE TYPE "A" NATURAL G - 7 1 2930 SF
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE PLACEMENT OF PAVEMENT OR
PERMANENT TRENCH RESURFACING € HARD SURFACE OR COLORED CONC.
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT CONTACTOR SHALL PROVIDE FOR TELEVISION
INSPECTION. (SEC.
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN
16' SIDEWALK (LAKE DRIVE)
9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S 306- 1.4.8). '
25 INSTALL 4.0' WIDE TYPE "A" NATURAL 1685 SF
17 ALL LUMINAIRES SHALL PROVIDE TRUE 909 CUTOFF, AND ALLOW REPRESENTATIVE ELEVA110N PT.
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. ON PROFILE 15 • 1 • HARD SURFACE SIDEWALK (STREET A'
21. THE SUBJECT PROPERTY IS CURENTLY SERVED BY A 2 WATER WORK TO BEDOAE 3 5
18 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION METER. UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALLY 1%Y R INSTALL
SIGNS ENCINITAS FIRE T S EA
METERED. PRIOR TO THE SALE OF ANY INDIVIDUAL LOT THE OW WI
NER IMPROVEMENTS CONSIST OF 774E FOLLONG WORK TO BE DEPT. STANDARD
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR ,A01►NT R/W UTILITY ACCESS ROAD EASEMENT R/w
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE MAY DOWNSIZE THE EXISTING METER AND APPLY CREDIT TOWARD DONE ACCORDING TO THESE PLANS THE
CURRENT SAN a' 6'R 40' PRIVATE ROAD, MA�nK O PUBLIC
INSTALLATION OF NEW METERS ONCE A LOT IS SOLD, CAPACITY
�
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS (IF APPLICABLE) DIEGO COUNTY DEPARTMENT OF PUBLIC WOORKS STANDARD
CREDI CANNOT BE TRANSFERRED TO THAT LOT. ALL METERS THAT � � f ', �
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT RECEIVE A CAPACITY CREDIT SHALL BE SECURED AND INSTALLED SPECIFICATIONS AND SPECIAL
PROVISIONS FOR o ,, P .:: 25.5
t. BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, AT ONE TIME
20' 20
PRIOR TO MAP RECORDATION OR CERTIFICATE OF IMPROVEMENT OF SUBDIVISION STREETS AND STANDARDS • • = '
THROUGH FACE OF CURB. 10 GUTTER IN PUBLIC STREET. COMPLIANCE, THE OWNER SHALL PROVIDE 774E SAN DIEGUITO REFERENCE DRAWNGS RAIN.
4' CL II AB 16' 16'
WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH UNDER CURB 5.5'
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METE?. S.D.C. = SAN
DIEGO COUNTY €
S D. W.O. = SAN DIEGUITO WATER DISTRICT MOD. WHKC1 IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED 22, ALL WATER
METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL
CONC ROLLED CURB (G-4) 5�
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. S.D.P. = SAN DIEGO
PRECAST NOT TO SCALE I
SURVEYOR. S D.R.S D. = SAN DIEGO REGIONAL STANDARD DRAWINGS ?•�
21 THE DEVELOPER SHALL MARK THE LOCA 77ON OF EACH SEWER SOILS ENGINEER CER T7FICAT E MM. 2' MADE AC OVERLAY (MAY SAWCUT DL PVMT
O REMOVE • __ _ -- - -!`__
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S' MIN. 2' MADE AC OVERLAY (MAY E PORTIIO M I RE Y �� �''
'
I �N►n SKttl x A REGISTERED , G / V 1 i•_ _ENGINEER IN THE STA TF O" REQUIRE GRADMG FOR SMOOTH REQUIRE GRADING FOR SMOOTH
YAY REQUIRE GRINDMG
A C./ 6 AB.(MM) PROPOSED
AND *W, RESPECTIVELY, 2 INCHES HIGH INTO THE FACE O" THE GRINDING FOR SMOOTH TRANSITION TRANSITION) FOR SMOOTH TRANSIT
"
• 4 . ruBLWC
CURB. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD O" APPLIED SOIL TRANSITION) INSTALL 4 AC/6 AS ) •5
5S
MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL R/W R/W INSTALL 4' AC /6* AB MIN) R/W 60' PUBLIC
ROAD EASEMENT R/W MATCH TO EXIST. GRADS • PROP. 5 1/2 MODIFIED UTILITY EASEMENT
DI
20 774E ADDRESS OF EACH LOT SMALL BE PAINTED ON THE CURB IN A CONDITIONS PREVALENT W17 4IN THIS SITE WAS MADE BY ME OR UNDER MY 60' PUBLIC
ROAD EASEMENT MATCH TO EXIST. GRADE O 21.5' 20' 1 10' SAWCUT LINE ROLLED CURB (SEE DETAIL ON PROPOSED 4' MADE DECOMPOSED
MANNER AND LOCATION APPROVED BY 774E INSPECTOR. DIRECTION BETWEEN THE DATE'S AUGUST 2000 AND SEPTEMBER 2001, AND 21.5 20' 10' SAWCUT LINE
R PARKWAY THIS MIN. 4' CL 11 AS GRANITE TRAIL SURFACE OR
UPDATED JUNE 6. 2003. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED UNDER CURB COLORED CONCRETE
SIDEWALK
21 ALL WORK SHALL
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