2012-11130 I (Plans) GENERAL NOTES ENGINEER'S SPECIAL NOTES IMPROVEMENT PLANS FOR: FIRE DEPARTMENT NOTES WORK TO BE DONE
1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN WIDTH DURING THE IMPROVEMENTS
CONSIST OF THE FOLLOWING WORK TO BE DONE
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE 1 . NEITHER THE OWNER , NOR THE ENGINEER OF WORK WILL ENFORCE
STREET RIGHT-OF-WAY. MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, 521
CAMINO ELDORADO F VEHICLES,CONSTRUCTION
ACCORDANCE WITH TH UNIFORM FIRE CODE AND THE
INCLUDING PING ACCORDING OF THESE SPECIAL
ANS AND STANDARD, AND
DRAWINGS:
THE FOLLOWING
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ENCINITAS FIRE DEPARTMENT
2. (PUBLIC) THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, .
CITY O F ENCINITAS STANDARD SPECIFICATIONS
CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 9 PRIOR TO THE DELIVERY OF BUILDING
CONSTRUCTION MATERIALS TO THE 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS
BE REQUIRED PRIOR TO CONSTRUCTION. REGULATIONS. COUNTY O F SAN DIEGO PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED
CONSTRUCTION (2003 EDITION).
(PRIVATE) THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE TO THE SATISFACTION OF
THE FIRE DEPARTMENT: 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC
CITY OF ENCINITAS STANDARDS. R VALUE TESTS SHALL BE REQUIRED CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS i CONTROLS
FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996
PRIOR TO CONTRUCTION. PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AN APPROVED
BY EDITION).
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO THE APPROPRIATE INSPECTION DEPARTMENT OR AGENCY. 3. WATER AGENCY
STANDARDS
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY o
AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN STANDARD
DRAWINGS
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT z
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE w PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY 1.
COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS S.D.R.S.D.
BOUNDARY. VEHICLES. ( )
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE 1.5 a 2. WATER AGENCY STANDARDS
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SOLE NEGLIGENCE OF THE ENGINEER. 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN
SERVICE,AND ACCEPTED
SHALL BE CONSTRUCTED , CONNECTED AND TESTED PRIOR TO `
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, a' BY THE FIRE DEPARTMENT
AND APPLICABLE WATER DISTRICT. OWNER S CERTIFICATE
STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE ENCINITAS BLVD
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE EN°NTH B vD 4. INSTALL TWO-SIDED
"BLUE-DOT" REFLECTIVE FIRE HYDRANT MARKERS
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE PLANS OR FIELD STAKES , THE CONTRACTOR SHALL REQUEST AN 4" TO 6" FROM CENTERLINE ON HYDRANT
SIDE PER CFC SECTION IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER 901.4.3 PLANS.
EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PANS. HOWEVER, OF WORK AT(858) 558-4500. OCEAN BLUFF WAY
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO a °o IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A
PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS 4. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST G v REGISTERED
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR '\
NOT OF RECORD OR NOT SHOWN ON THESE PLANS. APPROVED PLANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR o °o ADDITIONS
TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS Cs
THE COST OF ALL REWORK THAT RESULTS FROM PROCEEDING USING y o w ' DETERMINES ARE NECESSARY AND DESIRABLE
FOR THE PROPER - -
6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK INCORRECT STAKES THAT ARE NOT VALIDATED BY THE CONTRACTOR vm m u ABBREVIATIONS COMPLETION
OF THE IMPROVEMENTS.
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO PRIOR TO COMMENCING CONSTRUCTION.
CONSTRUCTION OF NEW WORK . THE CONTRACTOR SHALL MAKE E.F ST REOUEZA STREET AC = ASPHALT CONCRETE ANG PT = ANGLE POINT I FURTHER
AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT PCC = POTLAND CEMENT
CONCRETE ROW = RIGHT OF WAY THESE PLANS WITHIN EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND EP EDGE OF PAVEMENT FH
= FIRE HYDRANT AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO THE PURSUE SUCH
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY TC = TOP OF CURB WORK
ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED.
ACTUAL LOCATION OF EXISTING FACILITIES. APPROPRIATE MEANS ( GRAVEL BAGS , HAY BALES , TEMPORARY VICINITY MAP SITE MH = SEWER MANHOLE
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE N.T.S. FL = FLOW LINE PVC = POLYVINYL CHLORIDE PIPE THIS
PROJECT OR UNDER MY CONTROL.
7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS &ELECTRIC COMPANY PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE EX = EXISTING
(XX.XX)= EXISTING ELEVATION
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL OWNER. EL = ELEVATION VERT =VERTICAL
COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. _ SDRSD = SAN DIEGO REGIONAL HORIZ = HORIZONTAL SIGNED:
'
6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN STANDARD DRAWINGS
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO SCOTS
STRO
ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF THE BEST OF OUR KNOWLEDGE , THERE ARE NO OTHER EXISTING NEW POINTE INVESTMENT 20,
LLC
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING 16880 WEST BERNARDO
DRIVE, SUITE 230
CONTACT THE SAN DIEGO GAS& ELECTRIC COMPANY. FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY SAN DIEGO, CA 92127
TELEPHONE: (800) 422-4133 EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION SAN DIEGUITO WATER DISTRICT NOTES OWNER (858) 451-8700
OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, WHETHER
8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE SCOT SANDSTROM
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. 1. WATER MAINS, LATERALS AND APPURTANCES SHALL BE
CONSTRUCTED ACCORDIN TO THE NEW POINTE INVESTMENT 20, LLC
WORK WITH COMPANY REPRESENTATIVES. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE
16880 WEST BERNARDO DRIVE, SUITE 230 SOILS ENGINEER CERTIFICATE
DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT , AND (WASC). SAN DIEGO, CA 92127
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT (858) 451-8700 I,
JEFFREY A. CHANEY,A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF
ARE "UNDERGROUND INSTALLATIONS" .FOR LOCATION OF LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT
DOES NOT CONSTITUTE A
CABLES AND APPURTENANCES CONTACT PACIFIC BELL. REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
TELEPHONE: (619) 546-3606 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS
OF HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN THIS PROJECT THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON
JUNE 24, 2011. ONE COMPLETE
.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. LEGAL DESCRIPTION COPY
OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
THE UTILITY AGENCIES,ADVISE THEM OF THE PROPOSED IMPROVEMENTS CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN HAS BEEN
SUBMITTED TO FFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
AND BEAR THE COST OF RELOCATION, IF NEEDED. IN PLACE WHICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, 3. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN
I.E. LINE CROSSINGS, LINE
TO THE SATISFACTION OF THE APPROPRIATE AGENCY. PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR THAT PORTION OF THE SOUTHEAST
QUARTER OF THE REVIEWED THE E G PL NS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE"UNDERGROUND PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE NORTHEAST
QUARTER OF SECTION 15, TOWNSHIP 13 THE SOILS P IS P OJECT HAVE BEEN INCORPORATED IN THE GRADING PANS
INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES , A SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND
SEWER TO CROSS UNDER WATER MAINS SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN AND SPECI C
CONTACT COX CABLE TELEVISION COMPANY AT(800)422-4133 LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT.
THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL ACCORDING TO OFFICIAL PLAT THEREOF. THIS L'EGAL IS SIGNED:
11. (PUBLIC) POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. MADE PURSUANT TO THAT
CERTAIN CERTIFICATE OF
BE SHOWN ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY
SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF-WAY OR WITHIN 9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS COMPLIANCE RECORDED MARCH 21, 1986 AS INSTRUMENT RGE
NO.: 2314
EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
MEET CURRENT SAN NO. 109839 OF OFFICIAL RECORDS.
FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY EXP.
DATE: 6-30-2013
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE. JOB#: 1105-15-B-2, -4 �,•
RELOCATED OUTSIDE THE AREAS TO BE PAVED. CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR '3 p
OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR 5. UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER SERVICES. ADVANCED
GEOTECHNICAL SOLUTIONS, INC.
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION EXPENSE. 25109 JEFFERSON AVE
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SUITE
220
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION , SAN DIEGUITO GAS AND ELECTRIC VAULTS.
MURRIETA, CA 92562
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE (619) 708-1649
ENGINEER OF WORK IN WRITING , WHENEVER THESE PLANS SEEM
14. ALL LUMINARIES SHALL PROVIDE TRUE 90° CUTOFF AND ALLOW NO UNCLEAR. 7. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
ESCAPE OF LIGHT ABOVE THE HORIZONTAL.(PUBLIC) WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
11. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO STATEMENT OF ENGINEER OF WORK
15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES BACKFILLING TRENCHES FOR ALL NEW UTILITIES . THE SURVEYOR B. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953
IS REQUIRING THAT NO-LEAD BRASS BE USED
DEPARTMENT A PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER
SYSTEM EFFECT JANUARY 1, 2010. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS
TO BE SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
TELEPHONE: 760-633-2770. IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH NO-LEAD BRASS PARTS. ENGINEER'S TRADE OR PROFESSION.
THE ENGINEER FURTHER AGREES THAT THE WORK
THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT BENCH INCLUDE ALL ITEMS REQUIRED BY THE APPROVING
AUTHORITY. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
CONTROLS
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED 12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE
WITH WC-17 OR WC-18. SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PANCHECK OR REVIEW
LAND SURVEYOR SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE PERFORMED BY THE CITY OF ENCINITAS IN ITS
CAPACITY AS A PUBLIC ENTITY FOR THE
ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE
CITY OF ENCINITAS
17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE OF THE TECHNICAL
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
AND WATER SERVICE BY CHISELING THE LETTERS "S"AND"W', SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. THEREFORE DOES
NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR
RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND
ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND
EMPLOYEES
18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A BECOME THE PROPERTY OF THE ENGINEER OF WORK. FROM PROPERTY
DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT
MANNER AND LOCATION APPROVED BY THE INSPECTOR.
13. RETAINING WALLS THAT ARE NOT A PART OF THE BUILDING ARE ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS
OR EMPLOYEES
19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PERMITTED BY THE ENGINEERING DEPARTMENT AS A PART OF THE ACTING WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION), GRADING PLAN. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE 14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE
SAN DIEGO REGIONAL STANDARDS COMITTEE) , THE SAN DIEGO INCORPORATED INTO AND MADE A PART OF THIS PLAN . ALL SIGNATURE: DATE:
7--Z7 -/?-
REGIONAL STANDARD DRAWINGS (MARCH 2000 EDITION), CALTRANS CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING TIMO Z
THY R. BIRCH C
STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 1992 OR INSPECTION REQUIREMENTS IN THE REPORT.
EDITION), AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 0
15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS HUNSAKER &ASSOCIATES SAN DIEGO, INC. w
AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER 9707 WAPLES STREET p
DISTRICT STANDARD. SAN DIEGO, CA 92121
16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET (858) 558-4500 n 00
LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE RCE EXPIRES: 6-30-2013 w Lo
POINTS PRIOR TO ENERGIZING THE SYSTEM. 5' - 8 L(11- 7- F_ X
F
17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE UO w <
CALCULATED HGL DURING THE DESIGN STORM,AS REQUIRED BY THE cn W o
CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM
DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER.
ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, T/Mo m g�eC� ��7',6 BMP PROJECT STATUS J
BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING R cE 7/!49 EXP• Y ¢ 00
THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A /30//3 STANDARD U)
REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. z r`
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18. ALL UTILITIES SHALL BE CONSTRUCTED FROM THE DOWNSTREAM POINTS = °m' a
OF CONNECTION OR OUTLET POINT . CONTRACTOR ASSUMES ALL PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT
ENCINITAS FIRE DEPARTMENT
RESPONSIBILITY FOR ALL ADDITIONAL COSTS OF RESTAKING OR
RECONSTRUCTION OF ANY GRADING OR IMPROVEMENT WORK PUT IN
PLACE WITHOUT FIRST COMPLETING WORK TO VALIDATE ALL POINTS OF
CONNECTION.
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SIGN DATE SIGN DATE N ATE SIGN DATE GN Y TE
FESSi *SIGNATURE EXPIRES 2 YRS AFTER DATE SIGNED T
PRA ON DESIGNED BY DRAWN BY: CHECKED BY:
CHANGE NO: DESCRIPTION APPROVED DATE BENCHMARK SCALE �oo�NY R, a�Fy TRB MR TRB ENGINEERING DEPARTMENT APPROVALS CITY OF
ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
7 f$S- B6(!L 7- Z t0 �i•!�!i DESCRIPTION: CITY OF ENCINITAS CONTROL y °y 0 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY- 5w PUBLIC
IMPROVEMENT PLAN FOR:
STATION ENC-31 PER R.O.S. 18416. HORIZONTAL: NA 10' ONO. 71148 m DATE: Z- LT-/2 521 CAMINO ELDORADO
2.5" BRASS DIC MARKED"ENC-31, a EXP. 6/30/13
L.S. 7322 * MA IH MAHER L ENCE A. WATT NEW POINTE INVESTMENT 20 LLC. 111
ELV.=182.995(NAVD'88) VERTICAL: NA sr O�VI� �P R.C.E. NO.: 71148 PUB W KS DIRECTOR
DATUM: NAVD'88 ��F OF CA F� TIM HY . BIRCH EXP.: 6-30-13 3/71 I L �1 Z APN: 258-141-16
DATE DATE' PLANNING CASE NO: 11-161 CDP SHEET 1 OF 2
LEGEND
RIGHT OF WAY R/W
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPERTY LINE K
EXISTING STREET LIGHT
,--,(77.2)
EX. SEWER MANHOLE & RIM ELEVEVATION _ RIM
EXISTING SEWER LATERAL C J
EXISTING WATER SERVICE (f;
EXISTING FIRE HYDRANT
EXISTING STORM DRAIN ®®®
EXISTING CURB INLET
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6" TYPE A' AC BERM (PER SDRSD G-5)
6" TYPE 'G' CURB & GUTTER (PER SDRSD G-2)
CONCRETE DRIVEWAY (PER SDRSD G- 14A)
AC PAVING & BASE (J';4C/8- AB MIN)
I GRIND AND OVERLAY (PER DETAIL, THIS SHEET)
A F N A P N A P N TRENCH RESURFACING (PER SDRSD G-24)
258- 141 - 17 2 5 8- 141 - 1 6 258- 141 - 15 1" WATER SERVICE (PER WAS WS-01, 02, & 03) ...w
"W" TO BE STAMPED IN CURB
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BE STAMPED(INRCURB SS-01, 02, & 03) 0
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6" NDS SPEE-D DRAIN (PER DWG 11130-SG)
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CURB DATA
❑ BEARING/DELTA RADIUS LENGTH REMARKS OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
SECTION 'A- A' 1 N 472725" W 10.67' 6" TYPE A' AC BERM DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING
IN THE PUBLIC
/p-/-/Z 2 N 1'33'37" E 86.82' 6" TYPE 'G' C&G RIGHT-OF-WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE
OF A
NOT ro SCALE STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY
T1MV7_A Y R- iglRGH DATE 3 N 47'5524" E 1 11.31' 6" TYPE 'A' AC BERM HER PROPERTY LINE IS
OF THE OWNER TO KNOW WHERE HIS .
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P oN DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE �o �N� R. a/ TRB MR TRB ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
RS-� L7 o •Z• IZ l9 'L-yL/ DESCRIPTION: CITY OF ENCINITAS CONTROL N2`�O �y�� PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY PUBLIC
IMPROVEMENT PLAN FOR
STATION ENC-31 PER R.O.S. 18416. N0. 71148 m DATE: -'Z'>=/1 L 521 CAMINO ELDORADO
HORIZONTAL: 1" = 10' w
2.5" BRASS DIC MARKED"ENC-31, LXP. 6/30/13 a
L.S. 7322 ,- MASH MA ER L RENCE A. WATT NEW POINTE INVESTMENT 20, LLC.
EL V.=182.995(NAVD'88) VERTICAL: NA s>� 01V1� ��P R.C.E. NO.: 71148 PU IC RKS DIRECTOR
DATUM: NAVD'88 F of CNAci ` TI O` Y R. IRC� EXP.: 6 30 13 3 / 7.1 12- Z� APN: 258-141-16
DATE DATE PLANNING CASE NO: 11-161 CDP SHEET 2 OF 2