2009-10115 I (Plans) i
R'S CR A
LEG SC WORD TO BE DONE
GENERAL NOTES E CON D...
OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD \ IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE
CHANGES TO LOTS NL 31 BLOCK A 7 S B O SE
TOGETHER WITH THE VACATED PLANS, THE CURRENT AN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
1 A PERMIT SHALL BE OBT SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THESE PLANS.
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD PORTIONS OF THE ALLEY AND
COLE RANCH SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIV
STREET RIGHT-OF-WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
ROAD ABUTTING SAID LOTS STREETS AND STANDARDS REFERENCE DRAWINGS.
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES,
ALTERATIONS OR S.D.C. = SAN DIEGO COUNTY
OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES O.
M.W.D. = OLIVENHAIN MUNICIPAL WATER DISTRICT
"R" VALUE TESTS SHALL BE REQUIRED PRIOR 70 ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF ®. S.D.P.
= SAN DIEGO PRECAST
CONSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY THE IMPROVEMENTS. A® 265-023-02,
03, 39, 47 S.D.R.E.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY S.D.G.E. = SAN DIEGO GAS & ELECTRIC
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. '°R" VALUE TESTS SHALL BE REQUIRED PRIOR TO I FURTHER AGREE TO COMMENCE WORK ON ANY
IMPROVEMENTS SHOWN ON SSPWC = STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION °'GREENBOOK"
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS SITE
PROJECT BOUNDARY. WORKRACTIVELLYEON OF THE EVERYCNORMALCWORKING DAY UNTIL OCOMPLETEDUCH ADDRESS LEGEND:
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH 350 COLE RANCH ROAD THE QVE TTIC LISTED BELOW ARE PROVIDED
IN REFERENCE ONLY AND DO E
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY THIS PROJECT OR UNDER MY CONTROL ENCINITAS, CA 92024 RELIEVE THE
CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS
REQUIRED FOR
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. E THIS PROJECT.
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND SERTER NOTES KURTZ FAMILY TRUST N0. ITEM & STD. DWG. SIDS
SYMBOL
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 436 VIA MONTALVO
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. (CARDIFF S N IS CT') 4'K'TKURTZ, ENCINITAS, CA 92024 INSTALL
6°'X16" ZERO HEIGHT PCC CURB C�_
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD HAN ANAGE KUR FAMILY TRUST
DATE W
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), INSTALL
4" AC PAVEMENT OVER 6°' CLASS II AG BASE O
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SUBDIVISION
BOUNDARY
SHOWN ON THESE PLANS. SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO EXISTING CONTOURS
REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK SPECIAL PROVISIONS: STATEMENT 1'ENGINEER OF WORK PROPOSED CONTOURS
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE 1. TRENCH WIDTH SHALL BE PER SDRSD No.S-4 UNLESS OTHERWISE EXISTING
EASEMENT
-"
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND NOTED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE CENTERLIN
E
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 2. PIPE AND BEDDING CONDITIONS: ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
AND
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF (A) ALL PIPE SHALL HAVE 4'° MINIMUM OF 314 INCH CRUSHED PRACTICES OF THE ENGINEEER S TRADE OR
PROFESSION. THE ENGINEER EXISTING SEWER
ACTUAL LOCATION OF EXISTING FACILITIES. ROCK BENEATH THE PIPE. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY EXISTING WATER
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF OF ENCINITAS. THE ENGINEER AGREES
THAT ANY PLANCHECK OR REVIEW EXISTING EDGE OF PAVEMENT
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, PERFOMED BY THE CITY OF ENCINITAS IN
ITS CAPACITY AS A PUBLIC
AND SHALL COORDINATE HIS WORK WITH COMPANY GRAVEL, CRUSHED AGGREGATE NATIVE FREE-DRAINING ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
18" PVC DRAINPIPE
REPRESENTATIVES. GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL
SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE TYPE F CATCH BASIN SDRSD D-7
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLLITY
FOR THE PLANS OR
THIS PROJECT ARE UNDERGROUND OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES
TO ASPHALT TRANSITION PAVEMENT
INSTALLATIONS". FOR LOCATION OF INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS
AND ITS
ELECTRICAL CABLES AND GAS PIPING AND WHERE PIPE INVERT GRADES ARE 1% OR GREATER. OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE
OR BODILY INSTALL GRASS SWALE BMP
APPURTENANCES, CALL S.D.G.& E. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
TELEPHONE. 1 800 422-4133 (DIG ALERT) 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, OMISSIONS OF THE ENGINEER AND HIS /HER
AGENTS OR EMPLOYEES INSTALL REDWOOD HEADER
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN ACTING WITHIN THE COURSE AND SCOPE
OF SUCH AGENCY AND EMPLOYMENT LIMIT OF WORK
THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. rr
HIS WORK WITH COMPANY REPRESENTATIVES. 4, THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER 5C
SDRSD No.S-17. POURED IN PLACE MANHOLE BASES SHALL BE A
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS ( Q
PROJECT BOUNDARY ARE "UNDERGROUND MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. BY.' l
INSTALLATIONS". FOR LOCATION OF PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8-INCH W. JUSTIN BUTTER DATE
CABLES AND APPURTENANCES CONTACT COLLECTOR SYSTEMS WITH INSPECTORS APPROVAL. RCE No. 6 964 Q�pFESSION
PACIFIC BELL. 5. THE CONSTRUCTION OF 4-INCH SEWER LATERALS SHALL BE PER
TELEPHONE., 1 800 422-4133 (DIG ALERT) SDRSD Nos.S-13 AND S-14. LATERALS SHALL NOT DISCHARGE 535 N. COAST HIGHWAY 101
SCO LARET SUITER & ASSOCIATES QUO�� JUSTjA s!
DIRECTLY INTO MANHOLES. 53 o
9 THE CONTRACTOR SHALL NOTIFY OLIVENHAIN MUNICIPAL WATER DISTRICT SOLANA BEACH CA, 92074 v
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER w g No. 68964 " m
rn
COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES, SDRSD No.S-10, TYPE A. PLSA 1641F cc: Exp. 12/31/09
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH 1"r
NOTICE: ALL WATER SERVICES WITHIN THIS MINIMUM COVER. CIVIL
PROJECT BOUNDARY ARE "UNDERGROUND B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS
INSTALLATIONS". FOR LOCATION OF AND LATERALS SHALL BE SHOWN ON ORIGINAL AS-BUILT PLANS, OF CpLI
WATER MAINS AND LATERALS CONTACT PRIOR TO ACCEPTANCE OF WORK.
OLIVENHAIN MUNICIPAL WATER DISTRICT.
TELEPHONE: 1 800 422-4133 (DIG ALERT) 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE
DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO PUBLIC USE.
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL-
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. LATION.
11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE
APPURTENANCES CONTACT: TELEPHONE: 1-800-422-4133 FOR INSPECTION OF PROJECT. (760) 633-2770.
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING
12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY
SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL RIGHT OF WAY.
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE
ENCINITAS. OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY
13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH
RELOCATED OUTSIDE THE AREAS TO BE PAVED. MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN
WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE FROM DATE OF ACCEPTANCE DINAR EXPENSE WHATSOEVER
70 THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE
ABUSE OR NEGLECT.
FIELD.
14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS,
15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION
REFLECTIVE FACE OR EQUIVALENT. TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER
LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. s'
16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. 15. FOR SEWER LATERAL TABLE, SEE SHEET 2.
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 �
HOURS OF NOTICE FOR SUCH A MEETING. (633-2770) 16. "AS-BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL <k,l0
ACCEPTANCE OF WORK.
17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TOp p*�
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK EASEMENTS TO MAINTAIN THE PUBLIC SEWERS.
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE
18 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW REQUIRED PRIOR TO CONNECTION TO SYSTEM.
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
�,� sarE
19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION
ONLY. CITY OFFICIAL 'S SIGNATURE HEREON DOES NOT CONSTITUTE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR p� %4
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) AS-BL71LTNOTES
20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND/OR SIDEWALKS SHALL NOT PRIOR TO ENGINEER OF WORK PROCESSING AS BUILT PLANS, INSTALLERS
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, OF WET UNDERGROUND UTILITIES ARE TO FURNISH WRITTEN
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. CONFIRMATION THAT THESE FACILITIES HAVE BEEN INSTALLED IN
21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SUBSTANTIAL CONFORMANCE WITH THE DESIGN AS SHOWN ON THE
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED APPROVED PLAN. NONCOMPLIANCE WITH THIS REQUIREMENT MAY
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND RESULT IN THE APPLICANT HAVING TO EXPOSE SUCH FACILITIES AND
SURVEYOR. INCUR EXTRA COSTS TO OBTAIN ENGINEERS VERIFICATION OF SAME.
V
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S"
N.T.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.
ENCIMTAS FIRE 0x DIST. OLVARiHAW MUMaPAL WATM DISIRIC17 PUBLIC WOFM PARKS &RECR13AnON PLANNING&BUILDING 14S WILT
REV WED 8Y: IEWED BY: RE EWED BY: R VDAT RE S EW B W• JU;%� T SUlTEK DATE 5113to`` :
E RCE 6g9GH
DATE: DATE: DATE:
SIGNATURE EXPIRES 2 YEARS AFTER DATE n �y AS ENGINEERING 0 N0•
DESIGNED BY DRAWN BY CHECKED BY igdt A' y�°'
REVISIONS APPROVED DATE RENCES DATE 0 TG� TGL WJs
/ •/Z CITY OF ENCINITAS BENCHMARK PLANS PRE ABED UNDER THE SUPERVISION OfRE.. MMENDED REn1 APPROVED PLANS FOR
THE IMPROVEMENT OF.°
- uu •I •i .- �R 10115®I
POINT NUMBER: 1029 STATION NAME: ENC-29 HORIZONAL N/A DATE: BY:
- WELL MONUMENT W/PUNCH NO STAMP DA R. C. E . N0. 68964
W. JUS IN SUITER DATE: /�Q� DATE:
-_ VERTICAL NIA A.C.E. 0. 68964 W. USTIN SUITER SHEET 1 OF 2
ELEVATION= 218.103' EXP. 12-31-09 PLANNING CASE NO.' 08-057 MUP/DR A.P.N. #: 265-023-02, 03, 39, 47
DATUM: NAVD88 EXP. 12-31-09 N:\1641F.oro 511112009
PLSA 1641E
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