2006-54 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)
THAT PORTION OF LOT "A" IN BLOCK 1 OF CARDIFF ACRES, 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), CITY OF ENCINITAS, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
STREET RIGHT-OF-WAY. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), ACCORDING TO
MAP THEREOF NO. 1680, FILED IN THE OFFICE OF SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE
WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD THE COUNTY RECORDER OF
SAN DIEGO COUNTY ON DECEMBER 9, 1915. STREETS AND STANDARDS REFERENCE DRAWINGS.
OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY
THE S.D.C. = SAN DIEGO COUNTY
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO TOGETHER WITH THAT PORTION OF LOT
1 IN BLOCK 43 OF CARDIFF S.D.W.D. = SAN DIEGUITO WATER DISTRICT
CONSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE
FOLLOWING "A , IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF S.D.P. = SAN DIEGO PRECAST
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY SPECIAL PROVISIONS: CALIFORNIA, ACCORDING TO OFFICIAL MAP THEREOF NO.
1334, FILED S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO IN TH OFFICE OF THE SAN
DIEGO COUNTY RECORDER ON MAY 12, 1911.
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) 1. TRENCH WIDTH SHALL BE PER SDRSD No.S-4 UNLESS OTHERWISE
NOTED LEGEND:
PROJECT BOUNDARY. . ALSO TOGETHER WITH THAT PORTION OF BIRMINGHAM DRIVE AS VACATED
2. PIPE AND BEDDING CONDITIONS: BY A RESOLUTION OF THE BOARD OF SUPERVISORS OF SAN DIEGO COUNTY, THE QUANTITIES
LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY WATER NOTES (SAN DIEGUITO WATER DISTRICT) (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED
RECORDED DECEMBER 2, 1985 AS FILE NO. 85-452277 OF OFFICIAL RECORDS. RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO ROCK BENEATH THE PIPE. QUANTITIES AND COSTS ASSOCIATED WITH
THE IMPROVEMENTS REQUIRED FOR
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED THIS
PROJECT.
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO (8) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF A.P.N.: 260-3*13,14AND15
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HEREBY DOES PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE
SHALL BE SAND, NO. ITEM & STD. DWG. STDS SYMBOL QTY
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF GRAVEL, CRUSHED AGGREGATE,
NATIVE FREE-DRAINING \
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. ACCEPTANCE. GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. SITE ADDRESS
] INSTALL CURB & GUTTER G-2 231 LF
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL MACKINTA
AVE
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM ENCINITAS
CA 92024 2 INSTALL 1 " WATER SERVICE LATERAL (WAS) WS-01 M C 5 EA
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN OF PIPE TO 12 INCHES MINIMUM ABOVE
THE PIPE SHALL BE 314
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY INCH CRUSHED ROCK. A.B.S.
SOLID WALL PIPE MAY BE USED ONLY 3 INSTALL 4" SEWER LATERAL S-13 Q 5 EA
SHOWN ON THESE PLANS. THE DEVELOPER. WHERE PIPE INVERT GRADES ARE 1% OR GREATER. OWNER/PERMITTEE c 00IRslpyi q INSTALL
PCC DRIVEWAY APRON G-14 j 3 EA
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 3. AFTER COMPLETION OF
PIPE LAYING, ALL MAIN LINE SEWERS, JOHN DEWALD,MWWN4 MEMBER low FREplmlE
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR PROFILE TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH SEWER SERVICE LATERALS
AND STRUCTURES SHALL BE TESTED IN 1855 FREDA LANE EpL�}NITAUS,a 5 INSTALL 4" AC PAVEMENT N/A 2,201 SF
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE GRADE OF STREET. THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE ENCINITAS,
CA 92024 OVER 6" CLASS II AB BASE MIN
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. USED UNLESS OTHERWISE DIRECTED BY THE
INSPECTOR. ki
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER OWNS 'S C A
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER SDRSD No.S-17. POURED
IN PLACE MANHOLE BASES SHALL BE A SUBDIVISION BOUNDARY - -
ACTUAL LOCATION OF EXISTING FACILITIES. BOX FOR EACH RESIDENTIAL LOT. MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR.
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8-INCH IT IS AGREED
THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO LOT LINE
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. COLLECTOR SYSTEMS WITH INSPECTOR'S
APPROVAL. THESE PLANS. EXISTING CONTOURS
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 PROPOSED CONTOURS 255
AND SHALL COORDINATE HIS WORK WITH COMPANY IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
REPRESENTATIVES. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE SDRSD NOS.S-13 AND 5-14. LATERALS SHALL NOT DISCHARGE EXISTING
EASEMENT
-
CONSTRUCTED. DIRECTLY INTO MANHOLES. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER 5. THE CONSTRUCTION OF CONCRETE
ANCHOR WALLS SHALL BE PER ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF PROPOSED EASEMENT - - - - -
THIS PROJECT ARE "UNDERGROUND MAIN. SDRSD No.S-10, TYPE A. THE IMPROVEMENTS.
INSTALLATIONS". FOR LOCATION OF CENTERLINE -
ELECTRICAL CABLES AND GAS PIPING AND 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH
APPURTENANCES, CALL S GAS E. 9 CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY MINIMUM COVER. I FURTHER AGREE
TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON EXISTING SEWER
TELEPHONE: 1 800 422-4133 (DIG ALERT) OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY THESE PLANS WITHIN EXISTING CITY
RIGHT-OF-WAY WITHIN 60 DAYS
RIGHTS-OF-WAY. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT
AND TO PURSUE SUCH EXISTING WATER
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE AND LATERALS SHALL BE SHOWN
ON ORIGINAL AS-BUILT PLANS, WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
PRIOR TO ACCEPTANCE OF WORK. IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH EXISTING TELEPHONE
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF-WAY,
E THIS PROJECT UNDER MY CONTROL T
APPROVED B
ALL DESIGN CHANGES OF SEWER MAINS SHALL BE A Y H
HIS WORK WITH COMPANY REPRESENTATIVES. CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE EASEMENTS, AND THE 9. EXISTING EDGE OF
PAVEMENT
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR I
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER PUBLIC USE. ) MASON
RY RETAINING WALL
PROJECT BOUNDARY ARE "UNDERGROUND DISTRICT OFFICE. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- l KEYSTONE
RETAINING WALL
INSTALLATIONS". FOR LOCATION OF LATION.
CABLES AND APPURTENANCES CONTACT 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S
FIELD OPERATIONS s Z Q
PACIFIC BELL. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE
TELEPHONE: 1 800 422-4133 (DIG ALERT) AGENCIES STANDARDS COMMITTEE'S (WASC) SPECIFICATIONS. JOHN DE D)m"i"MmO DATE
PROPOSED PEDESTRIAN RAMP
FOR INSPECTION OF PROJECT. (760) 633-2770. 1855 F DA LANE Fog*CAMPPtwim31NmDR ur'.
9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT 'S INSPECTION 12. CONTRACTOR SHALL OBTAIN A
PERMIT FROM THE CITY'S ENGINEERING ENCINI AS, CA 92024 1555 FRC 41ANE
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE SERVICES DEPARTMENT FOR ANY EXCAVATION
WITHIN EXISTING CITY 040M. G}t WWI
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. FOR INSPECTION OF PROJECT. RIGHT OF WAY.
13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL
NOTICE: ALL WATER SERVICES WITHIN THIS INSTALLATION. WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE STATEMENT OF ENGINEER
OF WORK
PROJECT BOUNDARY ARE "UNDERGROUND OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY
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
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 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
SAN DIEGUITO WATER DISTRICT. EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR
PERIOD ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
TELEPHONE: 1 800 422-4133 (DIG ALERT) STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER PRACTICES
OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER
15 ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL FURTHER AGREES
THAT THE WORK PERFORMED HEREIN SHALL BE IN
.
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO ABUSE OR NEGLECT. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED
BY THE CITY
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANChECK OR REVIEW
FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS ]4. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS,
IMPROVEMENTS, A/vD BEAR THE COST OF RELOCATIONS IF NEEDED. PERFORED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION ENTITY FOR
THE PLANS PREPARED BY THE ENGINEER IS NOT A
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER
11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. LATERALS LOCATED WITHIN
PUBLIC RIGHT OF WAY OR EASEMENTS. SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
APPURTENANCES CONTACT: TELEPHONE 1-800-422-4133 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN 15. FOR SEWER LATERAL TABLE,
SEE SHEET 2. DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS OR
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S 16. "AS-BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO
12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE ACCEPTANCE OF WORK. INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OFFICERS, AGENTS,
AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT 17. THE DEVELOPER MAY BE REQUIRED
TO GRADE AN ACCESS ROAD TO INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED
WITHIN EASEMENTS OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ENCINITAS. DEVICE ARE RESPONSIBILITY OF OWNER. AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS ACTING WITHIN THE COURSE AND SCOPE
OF SUCH AGENCY AND EMPLOYMENT
EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
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
RELOCATED OUTSIDE THE AREAS TO BE PAVED. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. REQUIRED PRIOR TO CONNECTION TO SYSTEM.
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER BY:
�f�L�Q(p
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE SERVICES.
FIELD. WILLIAM JUSTIN SUTTER DATE
19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY RCE No. 6 964
15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE EXISTING WATER FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES, ETC.) PASCO
ENGINEERING INC.
REFLECTIVE FACE OR EQUIVALENT. THAT ARE EFFECTED BY THEIR PROJECT. 535 N. COAST HIGHWAY 101
16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS SOLANA
BEACH CA, 92074
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A 41 pFESS
HOURS OF NOTICE FOR SUCH A MEETING. (633-2770) MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION. PE 1033 pP Oy4
21. USE THE FOLLOWING VARIOUS CGINATIONS OF PLAIN END PIPE LENGTHS
r<�oFFso QFO # U I
IMN
17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEOED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND ,~
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. m w : 0. 964 T m
PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE �r� � � m
HYDAOSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK �' N Q
AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN Exp. 1 /31/07
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 GHAM OR D
* plpl2ll
FEET TO 270 FEET. USE 19-FOOT PLAIN END PIPE LENGTHS WITH DEFECTION RMIN - PROVE
16 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW BI BE IM CIV{t �� STq CIVI\- P
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. BEL�LEND PIPE LENG�HDJOINEDWTOGETHERFWITHTA 18 FOOTTPLAIN ENDIPIPE AL AREA TO q`�oFGAUF
OF CA\IF�
a
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
ONLY. CITY OFFICIAL 'S SIGNATURE HEREON DOES NOT CONSTITUTE FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN m
��
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR 9-FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S o
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) REPRESENTATIVE. o C1
20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND/OR SIDEWALKS SHALL NOT 22. CONTRACTOR TO COMPLETE WORK UNDER INSPECTION BY SAN DIEGUITO WATER
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, DISTRICT. SAN DIEGUITO WATER DISTRICT TO SHUTDOWN WATER WITH TWO WEEKS
p0
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. NOTICE. 3
21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED r
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR. �2\
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S"
AND "W", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE
CURB.
23 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A
MANNER AND LOCATION APPROVED BY THE INSPECTOR. }
ENCIN]TAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT ENCINITAS SANITATION DISTRICT KEYMAP AS BUl LT
VICINITY MAP
APPROVED ,p �� APPROV D APPROVED NOT TO SCALE NTS
� A
BY:
Weire� BY: BY:
W JIFTfN SU ITER DATE S2 w�
DATE: S// 7 tO6 DATE: !9/t7/0,& DATE: R. C. E. NO. 699(v4 II�� cn U
SIGNATURE EXPIRES 2 YEARS AFTER DATE EXP. 12-31 - 11
M Cu L)
REVISIONS APPROVED DATE REFERENCES DATE $ENCEMARK SCALE DESIGNED By DRAWN BY CHECK9BY w T w APPR OVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.11111ESHE8('WPIR16S PLANS P EPARED UNDER THE SUPERVIS RECOMMENDED 1 APPRO
PLANS FOR THE IMPROVEMENT OF:z FlS- 6U IL"T - -// CAL TRANS MONUMENT HPGN D 11-DC _Z
LOCATED AT NE BRIDGE CORNER HORIZONAL N/A DATE: S BY: BY: 54-1
7�,�,� Q In J
MACKINNON OVER I-5 MACKIlVNONAVE ammr,c�i
PER R. O. S. N0. 16607 VERTICAL N/A R. C . E . N0. 68964 DATE: -& DATE: -��7� 1,
EL=231 . 66 ;ILL JAM JUSTIN SUITER
EXP. 3-31-07 PLANNING CASE N0: 05-054 TPM/CDP SHEET 1 OF 2 Sm
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