2008-10068 I (Plans) GENERAL NOTES GENERAL NOTES CONTINUED... SEWER NOTES LEGAL DESCRIPTION WORK TO BE DONE
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD (ENCINITAS SANITATION DISTRICT)
A PORTION OF LOT 1 OF KREMER PARK, IN THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), ALL WORK SHALL BE DONE IN
ACCORDANCE WITH THE STANDARD CITY OF ENCINITAS, COUNTY OF SAN DIEGO, PLANS,' THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
STREET RIGHT -OF -WAY. THE SAN DIEGO STAND SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION),
STATE OF CALIFORNIA, ACCORDING TO MAP SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD THEREOF NO. 3412,
,FILED IN THE OFFICE COUNTY STREETS AND STANDARDS REFERENCE DRAWINGS.
2 THE STRUCTURAL SECTION SHALL IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, (ADOPTED BY THE RECORDER OF SAID SAN DIEGO COUNTY OF S.D.C. = SAN DIEGO COUNTY
'R ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO
APRIL 1B 1956 S.D.W.D. = SAN DIEGUITO WATER DISTRICT
REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING S.D.P. = SAN DIEGO PRECAST
CO VALUE TESTS SHALL BE REQUIRED PRIOR TO NSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SPECIAL PROVISIONS:
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY A. P.N. : 260 - 351 - S.D.G.E. = SAN DIEGO GAS & ELECTRIC
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. P" VALUE TESTS SHALL BE REQUIRED PRIOR TO 1. TRENCH WIDTH SHALL BE PER
SDRSD No.S -4 UNLESS OTHERWISE SSPWC = STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK"
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) NOTED.
PROJECT BOUNDARY. SIT �' ADDRESS LEGEND:
2. PIPE AND BEDDING CONDITIONS'
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY WATER NOTES (SAN DIEGUITO WATER DISTRICT) AD CK ALL BENEAPTH S HALL
THE PIPE. 4" MINIMUM OF 314 INCH CRUSHED 125 MOZART AVE THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE
ONLY AND DO NOT
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CARDIFF, CA 92007 RELIEVE THE CONTRACTOR FROM COMPLETING
AN INDEPENDENT ANALYSIS OF THE
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED QUANTITIES
AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOP Z�
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF THIS
PROJECT.
5 FACILITIES SHOWN L OF
E
OBTANED B UN SEARCH GUARANTEE FORT CONTR SHALL AND
ONE YEAR HE DOES PIPE
DATE OF GRAVEL, CRUSHED AGGREGATE, NATIVE FREE-DRAINING
BE SAND, OWNER/PERMITTEE
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. ACCEPTANCE. GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER.
125 MOZART L.P. NO. ITEM & STD. DWG. STDS SYMBOL
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 125 MOZART AVE.
2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL INSTALL MODIFIED CURB & GUTTER G
-2
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN (C) P.V.C. AND A.B.S.
SOLID WALL PIPE BEDDING FROM BOTTOM CARDIFF, CA 92007
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4
DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY INSTALL
WATER SERV. LA T. (1') WC 17 1 WAS - 09 Q
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT THE DEVELOPER. WHERE PIPE INVERT GRADES APE 1% OR GREATER. OWNER 'S
CERTg'ICATE WITH CATHODIC PROTECTION
SHOWN ON THESE PLANS. OS
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS,
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO INSTALL 4" PVC SEWER LATERAL SS -01102
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK PROFILE, TOP OF PIPE PROFILE IS 4B INCHES BELOW CENTERLINE FINISH SEWER SERVICE LATERALS
AND STRUCTURES SHALL BE TESTED IN THESE PLANS.
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR GRADE OF STREET. THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE SC -01 S
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. USED UNLESS OTHERWISE DIRECTED BY
THE INSPECTOR. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A INSTALL SEWER CLEANOUT TYPE A
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
INSTALL SEWER MANHOLE SM -01
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF BOX FOR EACH RESIDENTIAL LOT. SDRSD No.S -17. POURED IN PLACE MANHOLE BASES SHALL
BE A ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
ACTUAL LOCATION OF EXISTING FACILITIES. MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. THE IMPROVEMENTS.
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE PRECAST MANHOLE BASES ARE ACCEPTABLE FOP USE WITH 8 -INCH INSTALL
4" AC PAVEMENT OVER 6" CLASS II AG BASE SSPWC D
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. COLLECTOR SYSTEMS WITH INSPECTORS
APPROVAL. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK 5. THE CONSTRUCTION
OF 4 -INCH SEWER LATERALS SHALL BE PER THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS SAWCUT
AND SHALL COORDINATE HIS WORK WITH COMPANY EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE SDRSD Nos.S -13 AND S -14. LATERALS
SHALL NOT DISCHARGE AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
REPRESENTATIVES.
CONSTRUCTED. DIRECTLY INTO MANHOLES. WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, SUBDIVISION BOUNDARY
- -
NOTICE. ALL ELECTRIC AND GAS SERVICES WITHIN 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER IRRESPECTIVE AND INDEPENDENT
OF ANY OTHER WORK ASSOCIATED WITH EXISTING CONTOURS -
B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER THIS PROJECT OR U DER MY CONTROL
INSTALLATIONS". FOR LOCATION OF
THIS PROJECT ARE "UNDERGROUND MAIN SDRSD No.S -10, TYPE A. PROPOSED CONTOURS 7. ALL MAINS AND LATERALS SHALL
BE CONSTRUCTED WITH 42 -INCH ---Q --
ELECTRICAL CABLES AND GAS PIPING AND 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY EXISTING EASEMENT -
MINIMUM COVER.
APPURTENANCES, CALL S.D.G.& E. OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY 3 30 V CENTERLINE -
TELEPHONE: 1 BOO 422 -4133 (DIG ALERT) RIGHTS -OF -WAY. B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS
AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, BRETT AP MANAGER DATE EXISTING SEWER - --
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE PRIOR TO ACCEPTANCE OF WORK.
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, 125 MOZART
L.P. A CALIFORNIA LIMITED PARTNERSHIP EXISTING WATER
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE 125 MOZART AVE - "
HIS WORK WITH COMPANY REPRESENTATIVES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE
FOR ENCINITAS, CA 92007 EXISTING EDGE OF PAVEMENT
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER
NOTICE.' ALL TELEPHONE SERVICES WITHIN THIS LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER PUBLIC USE.
'
PROJECT BOUNDARY ARE "UNDERGROUND DISTRICT OFFICE. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL -
INSTALLATIONS". FOR LOCATION OF LATION. STATEMENT OF ENGIlVEER OF WORK L' 1
CABLES AND APPURTENANCES CONTACT 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS
FIELD OPERATIONS
PACIFIC BELL. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER DIVISION A HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE
TELEPHONE: 1 800 422 -4133 (DIG ALERT) AGENCIES STANDARDS COMMITTEE'S (WASC) SPECIFICATIONS. FOR INSPECTION OF PROJECT. (760) 633 -2770.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE PRACTICES OF
THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL FOR INSPECTION OF PROJECT. SERVICES DEPARTMENT FOA ANY EXCAVATION WITHIN EXISTING
CITY FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. RIGHT OF WAY. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE
CITY
13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL OF ENCINITAS.
THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
NOTICE. ALL WATER SERVICES WITHIN THIS INSTALLATION. WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE PERFOMED BY THE
CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
PROJECT BOUNDARY ARE "UNDERGROUND OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY ENTITY FOR THE PLANS PREPARED
BY THE ENGINEER IS NOT A
INSTALLATIONS ". FOR LOCATION OF 14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A OR ALL SUCH WORK, TOGETHER WITH ANY OTHER
WORK WHICH DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL
WATER MAINS AND LATERALS CONTACT REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE MAY BE DISPLACED IN SO DOING, THAT MAY PROVE
DEFECTIVE IN SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
SAN DIEGUITO WATER DISTRICT. EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR
PERIOD DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS OR
TELEPHONE.' 1 800 422 -4133 (DIG ALERT) STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER DESIGN
OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E. LINE TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE ABUSE OR NEGLECT.
OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
CONTACT THE UTILITY AGENCIES ADVISE THEM OF THE PROPOSED FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS 14. CONTRACTOR SHALL FURNISH
AND INSTALL, PER SPECIFICATIONS, INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION ACTING WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
ARE IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER AND ARISING
OUT OF THE WORK PERFORMED BY THE ENGINEER.
11 ALL TELEVISION SERVICES WITHIN THIS PROJECT
"UNDERGROUND INSTALLATIONS". FOR LOCATION A CABLES AND MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. LATERALS LOCATED WITHIN
PUBLIC RIGHT OF WAY OR EASEMENTS.
APPURTENANCES CONTACT: TELEPHONE: 1- 800 - 422 -4133 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN 15. FOR SEWER LATERAL TABLE,
SEE SHEET 2. �� �i� �O 30 d
12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S 16. 'AS- BUILT" DRAWINGS MUST
BE SUBMITTED PRIOR TO FINAL yt/ALLAGE /y1, 046KO D �
SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE ACCEPTANCE OF WORK.
/aL P //V,E �A/�r//✓EER�NG'
SHOWN ON THE 'AS IMPROVEMENT DRAWINGS. ALL -
(WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY 17, THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT MAINTAIN ANY PUBLIC SEWERS
CONSTRUCTED WITHIN EASEMENTS P4 0 it 155' QPOFFSSjpN
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW BUSTY" q!
ENCINITAS. DEVICE APE RESPONSIBILITY OF OWNER. AND MAY BE REQUIRED TO DEDICATE ADDITION ACCESS ASP /i✓E G�1�9 /Qo3 Q g, N
EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. �
13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 18. WASTEWATER
DISCHARGE PERMITS AND PLUMBING PERMITS ARE Q(iOFESS�p� `�" D z
RELOCATED OUTSIDE THE AREAS TO BE PAVED. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. REQUIRED PRIOR TO CONNECTION TO SYSTEM.
��� pE M, �! ,�; a No. 964 m
Exp. 2 1/09
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN' APPROVAL OF THE 16. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER
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CITY ENGINEER PRIOR TO MAKING CHANGES IN THE N
SERVICES. ., o.27697 m
FIELD. " Exp - 3/31110 -0 CIVIC P
19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY * '� OF Ml -IF
15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE EXISTING WATER FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES ETC.)
st civiL
REFLECTIVE FACE OR EQUIVALENT. THAT ARE EFFECTED BY THEIR PROJECT. AS BUILT NOTES SHEET INDEX OFCA� +��`�
16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS PRIOR TO ENGINEER
OF WORK PROCESSING AS BUILT PLANS, INSTALLERS 1) TITLE SHEET
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A OF WET UNDERGROUND UTILITIES
ARE TO FURNISH WRITTEN 2) 125 MOZART AVE PUBLIC IMPROVEMENT PLAN
HOURS of NOTICE FOR SUCH A MEETING. (633 -2770) MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION. CONFIRMATION THAT THESE FACILITIES
HAVE BEEN INSTALLED IN
21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS SUBSTANTIAL CONFORMANCE WITH THE DESIGN AS SHOWN ON THE
- - - -
17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED APPROVED PLAN.
NONCOMPLIANCE WITH THIS REQUIREMENT MAY - - - - -
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND RESULT IN THE APPLICANT
HAVING To EXPOSE SUCH FACILITIES AND
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE INCUR EXTRA COSTS TO OBTAIN
ENGINEERS VERIFICATION OF SAME. - - - - - -
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN
- - - - - -
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140
-_- - - - - -_
FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION - - - - -
18 NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL UTOFF, AND ALLOW BELL END PIPE LENGTH JOINED TOGETHER T 550 FEET. USE AN
19 -FOOT PLAIN END PIPE AL POROUS CONCRETE NOTES: - - - - - - - M
LENGTH To FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE -_- _-
19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION
CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT 1. A NATIONAL READY MIX CONCRETE ASSOCIATION (NRMCA) PERVIOUS CONCRETE
_ _ = MozAArAVE
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN CERTIFIED CONTRACTOR
MUST INSTALL THE PERVIOUS CONCRETE. CONTRACTOR - - - SM ELrJO AVE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR 9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S IS TO PROVIDE PROOF
OF CERTIFICATION TO THE ENGINEERING FIELD INSPECTOR - - _ _ -
_ -_ -_ -_
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) REPRESENTATIVE. PRIOR To START OF WORK. - -- _
-� I -5
20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT 22, CONTRACTOR TO COMPLETE WORK UNDER INSPECTION BY SAN DIEGUITO WATER 2. THE
CITY ENGINEER MAY REQUIRE A COPE SAMPLE OF THE INSTALLED PERVIOUS -- - -- -- -- -- - -- -- -- CARDIFF BY
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, DISTRICT. SAN DIEGUITO WATER DISTRICT TO SHUTDOWN WATER WITH TWO WEEKS CONCRETE TO ENSURE
THAT THERE IS A MINIMUM VOID CONTENT OF 20 %. IF A - - - - THE SEA
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. NOTICE. MINIMUM VOID CONTENT OF 20% IS NOT SATISFIED, THE REMOVAL AND REPLACEMENT
- - - PACIFIC - - - OF HE PERVIOUS CONCRETE WILL BE REQUIRED TO THE SATISFACTION OF THE CITY - -- OCEAN - - -_
21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH ENGINEER.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED -7-7-7-
- - - - - AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS 'S" Y 1CL r1 1 1 1VlA
AND "W". RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE
CURB. A
T. .
23 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A
MANNER AND LOCATION APPROVED BY THE INSPECTOR.
ENC %TAS FIRE PROTEMON DIST. ri3 GUrM WATER DISTRICT PUBLI V ORKS PARKS & RECREATION PLANNING & BUILDING PAS C R
E T R
REVIEWED BY.' V Y ; % REV BY' R WE `Y. ASS 0 C I AT ES
g ( 15 35NIVIL ENGINEERING + D P LNG +LAND SURVEYING
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DATE: DATE.' DATE: DAT . DATE:
SIGNATURE EXPIRES 2 YEARS AFTER DATE
REVISIONS APPROVED DATE REFERENCES VDA BENC HMARK SCALE �+ BUI GESI TGL BY oRrGL e v c MEWJE S D s v APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
.n • n Iei.. 09 CITY OF ENCINITAS BENCHMARK POINT PLANS PREPARED UNDER THE SUPERVIS 0 OF RECOMMENDEDSCI� APPR ED
PLANS FOR THE IMPROVEMENT OF.
vi i�J�Sa NUMBER: 1042 ENGINEERS DISC STAMPED
IA L 5• ' S� NORTH END " THE NORTHBOUND ALL OF THE HORIZONAL N/A " G DATE: O BY: BY: SEWER MA19V EXTENSION AND
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