2013 11756-I (Plans)GENERAL NOTES
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE
STREET RIGHT -OF -WAY.
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
OF ENCINITAS PUBLIC ROAD STANDARDS.
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTRUCTION. (PUBLIC)
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE
PROJECT BOUNDARY.
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING.
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE.
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT
SHOWN ON THESE PLANS.
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF
ACTUAL LOCATION OF EXISTING FACILITIES.
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
AND SHALL COORDINATE HIS WORK WITH COMPANY
REPRESENTATIVES.
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN
THIS PROJECT ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF
ELECTRICAL CABLES AND GAS PIPING AND
APPURTENANCES, CALL S.D.G.& E.
TELL - PHONE: 1 800 422 -4133 (DIG ALERT)
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE
HIS WORK WITH COMPANY REPRESENTATIVES.
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS
PROJECT BOUNDARY ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF
CABLES AND APPURTENANCES CONTACT
PACIFIC BELL.
TELEPHONE 1 600 422 -4133 (DIG ALERT)
9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
NOTICE. ALL WATER SERVICES WITHIN THIS
PROJECT BOUNDARY ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF
WATER MAINS AND LATERALS CONTACT
SAN DIEGUITO WATER DISTRICT.
TELEPHONE. ° 1 600 422 -4133 (DIG ALERT)
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO
CONTACT THE UTILITY AGENCIES ADVISE THEM OF THE PROPOSED
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED.
11 ALL TELL_VISION SERVICES WITHIN THIS PROJECT ARE
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
APPURTENANCES CONTACT.' TELEPHONE'' 1- 800 - 422 -4133
12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL
S01.1RCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF-
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF
ENCINITAS.
13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE
RELOCATED OUTSIDE THE AREAS TO BE PAVED.
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE
FIELD.
sG ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE
REFLECTIVE FACE OR EQUIVALENT.
16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT.
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48
HOURS OF NOT77F FOR SUCH A MEETING. (633 -277u)
17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE.
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK
UNTIL THE MIXTURE GERMINATES AND GPOWTH IS ESTABLISHED.
18 ALL LUMINAIRES E"iALL PROVIDE TRUE 90® CUTOFF, AND ALLOW
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
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
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE)
20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT
BE PERMITTED- DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK,
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET.
21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED
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"
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.
GENERAL NOTES CO ..,
24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION),
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
REGIONAL STANDARD DRAWINGS (LATEST EDITION).
25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY
ENGINEER. "P" VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTRUCTION. (PRIVATE)
WATER NOTES (SAN DIEGUITO WATER DISTRICT)
1 WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER
AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND
HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER
THE DATE OF ACCEPTANCE.
2 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT
48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF
PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
3 THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE -
CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT
INSPECTOR PRIOR TO COMMENCEMENT OF ;ORK ON WATER IMPROVEMENTS.
PHONE. (760) 633 -2709.
4 UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE
MADE BY THE CONTRACTOR, LMLDER THE SUPERVISION OF SAN DIEGUITO WATER
DISTRICT, AFI ::R PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER.
5 WHERE ELEVATI)NS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE,
TOP OF PIPE R OFILE IS 4B INCHES BELOW CENTERLINE FINISH GRADE OF
STREET.
6 ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
7 CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX
FOR EACH RESIDENTIAL LOT.
8 CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA
DIVISION OF SAFETY FOR ALL TRENCH WORK.
9 INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK
EXISTS OR 7 FEET FROM FACE OF CUB WHERE SIDEWALK EXISTS OR WILL
BE CONSTRUCTED.
10 PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
11 CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF
ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
12 THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER
LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF
ENCINITAS RIGHTS -OF -,WAY, OR PRIVATE EASEMENTS AND THE RESULTS
APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE
ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
13 PRIOR TO AWARDING WATER LINE CONTRACT. OWNER SHALL ADVISE
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES'
STANDARDS COMMITTEE (WASC) SPECIFICATIONS.
14 FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
15 APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF,
OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
16 ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE
CROSSINGS, LINE PARALLELING, OR PROPOSED CONFECTION SHALL BE FIELD
VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS.
ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN
PERMISSION BY SAN DIEGUITO WATER DISTRICT.
17 WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED
BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW
DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT
OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND
ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER.
18 MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
19 UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING
WATER SERVICES.
20 CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING
WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES ETC.) THAT
ARE EFFECTED BY THEIR PROJECT.
21 CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS
WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER
ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION.
22 USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS
WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND
PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE
AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 95-FOOT PLAIN
END PIPE LENGTHS WITH DEFLLCTION COUPLINGS FOR ALL RADII BETWEEN 140
FRET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLLCTION COUPLINGS
FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL
END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH
TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD
AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL
RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9
FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE
DISTRICTS REPRESENTATIVE.
23 CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING ;HAT
NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE
WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW,
THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
24 ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES
SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH
WC -17 OR WC -18.
SEWER NOTES (CARDIFF SANPIATION DISTRICT)
ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION "GREENBOOK; (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL
PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
(ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL
STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS:
1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP -02 UNLESS OTHERWISE NOTED.
MINIMUM PIPE SEPARATION PER WAS WI -01, 02, & 03.
2. PIPE AND BEDDING CONDITIONS.
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF -" CRUSHED ROCK BENEATH THE PIPE.
(B) V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE
SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING
GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER.
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12"
MINIMUM ABOVE THE PIPE SHALL BE �4" CRUSHED ROCK. A.B.S. SOLID WALL
PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER.
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER
SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE
OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE
DIRECTED BY THE CITY ENGINEER.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -02.
POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED
COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR
USE WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL.
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S SS -01 AND SS -02.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE.
6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO. SP -07.
7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED GRADE.
B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS
SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK.
9. FOR SEWER LATERAL TABLE, SEE SHEET_.
10. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK.
11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPRuvc IY A CONSTRUCTION CHANGE
PRIOR TO ACCEPTANCE FOR PUBLIC USE.
12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
13. THE CONTRACTOR SHALL NOTIFY THE CITY S FIELD OPERATIONS DIVISION 48 HOURS IN
ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT.
PHONE NO. 760- 633 -2770.
14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING SERVICES
DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING
THE APPROVAL OF THE AS- BUILTS.
16. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01, THE APPROPRIATE
BURIED UTILITY WARNING AND IDENTIFICATIN TAPE ABOVE ALL PUBLIC SEWER LINES,
AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS.
17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC
SEWERS TO THE SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN
ON THIS PLAN.
18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED
PRIOR TO CONNECTION TO THE SANITARY SEWER SYSTEM.
19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION
AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR
TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING.
CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500 - 1.1.5)
20. SEWER MANHOLE LINING:
(A) NEW MANHOLES WITH 8--10" DIAMETER GFwFR MATN.S' THE INSIDE OF THE SEWER
MANHOLES SHALL BE COAT-ID WITH AN EPuX} rri6i";TIVE LINING SYSTEM PER
SECTION 500 -2.7 OF THE GREENBOOK.
(B) NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE
OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING
PER SEC "ION 500 -2.5 OF THE GREENBOOK.
(C) EXIS ING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE
INSPEC ED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE
EXIST VG LINING FOR THAT MANHOLE, FOR MANHOLES WITHOUT ANY EXISTING LINING,
THE ' 4SIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE
LINING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. EXCEPTIONS OR VARIATIONS
TO HESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC
CA `E -BY -CASE BASIS BY THE CITY ENGINEER.
21 NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY
FEES, PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT
DISTRICT, IF CREATED.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ACCORDANCE W1:iH 7" RL'R_F,C A14D REGULATIONS REQUIRED BY THE CITY
OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR RFvrcW
PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR
DESIGN OF IMPROVEMENTS BASEL, THEREON. THE ENGINEER AGREES TO
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS, Arr;vTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
BY.' /6 • /41
TYLER AWSON DATE
RCL ivu. 80356
PASCO LARET SUTTER & ASSOCIATES, INC.
535 N. HIGHWAY 101, SUITE A
SOLANA BEACH CA, 92075
PE 1991F
& BUR DING I PARKS & RECREATION
No. 80356
Exp. 12/31/14
fl
A.P.N.: 261- 280 -02
OWNER&ERMITTEE
SITE ADDRESS
12555EHIGH BLUFFEDRIVELSUITE
2323 EDINBURG AVENUE
SAN DIEGO CA 92130
CARDIFF BY THE SEA, CA 92007
WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING
WORK TO BE DONE ACCORDING TO THESE
PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
STREETS AND STANDARDS REFERENCE
DRAWINGS.
S.D.C. = SAN DIEGO COUNTY
S.D.W.D. = SAN DIEGUITO WATER
DISTRICT
S.D.P. = SAN DIEGO PRECAST
S.D.R.S.D. = SAN DIEGO REGIONAL
STANDARD DRAWINGS
LEGEND:
THE QUANTITIES LISTED BELOW ARE
PROVIDED FOR REFERENCE ONLY AND DO NOT
RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
QUANTITIES AND COSTS ASSOCIATED
WITH THE IMPROVEMENTS REQUIRED FOR
THIS PROJECT.
NO. ITEM
STDS SYMBOL QTY
EXISTING RIGHT -OF -WAY
- -
PROPERTY LINE
EXISTING RIGHT -OF -WAY CENTERLINE
'
EXISTING EDGE OF PAVEMENT
EXISTING B" PVC SEWER MAIN
SOP 35 S S
EXISTING 6" AC WATER MAIN
W W
EXISTING FIRE HYDRANT
8" PVC SEWER MAIN
SDR 35 164 LF
B" PVC WATER MAIN
CLASS 305 -W 161 LF
1" WATER SERVICE
WAS WS -09, WC -17 "" 4
4" SEWER LATERAL
SDRSD SS -01 0 4
SEWER CLEANOUT TYPE A
SDRSD SC -01 ® 1
60" SEWER MANHOLE
8" END CAP
B" GATE VALVE
2" BLOW OFF
HAMMERHEAD TURN AROUND
6 "X16" ZERO HEIGHT PCC CURB
TRENCH RESURFACING
4" AC PAVING OVER 4" CLASS AB
SDRSD SM -02 1
7 1
0 1
WAS WB -06 ®® 1
155 LF
CITY OF ENCINITAS
STANDARD DETAIL
ORCO POROUS PAVERS
THRUST BLOCK WT -01 Iq
SAW -CUT LINE '
OWNER'S CERTIffCATE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE 4
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
THIS PROJECT OR UNDER MY CONTROL
WYATT WACHTEL FOR 2323 EDINBURG AVENUE LLC
12555 HIGH BLUFF DRIVE SUITE 390
SAN DIEGO CA 92130
-16-44
DATE
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BE 8R1•ND.`7A°ND OVERLAYED TO
�7 SATISFACTION,OF CITY ENGINEER
1V 40 ' 1V
' ;/S! °i3 0R 1ti9'• 24.2i'
12.3'
c a, z
�. "y. - N �I E ORCOEAQUA BRICKS.
2
/ pt - ,• r ROVED EQUAL — — —
x2 �
�PP
_ � -
WATER DATA
LINE
LENGTH
BEARING
RADIUS
REMARKS
1
17.54
S75 °07'20 "W
N/A
8" PVC CLASS 305
2
48 45L'
S59 52'40 "W
N/A
8" PVC CLASS 305
6'X16" PCC DI�EPR -SENT
EYISTIN
HEIGHT CURB; G GRADE
EXST. PCC INSTALL 8"
RIBBON GUTTER SEWER MAIN
EXST. WA AIN r ,.., ,, F., REMAIN
PVCT INSTALL MAIN
ACE 6 GATE, VALVE
�"
6'X8" REDUCER � r i ,��-� ;- � � � � y � r� „�
—W a ADDITIONAL PAVEMENT
” PVC CLASS �Q CAUTION' EXISTING SDGE V TURN AROUND m a tL
I L 6" 45' 3 PATER MAIN t Y W ¢ FOR FIRE HAMMERHEAD
m a aj Q TO REMAIN. CONTRACTOR TO INSTALL m TURN AROUND
ND & T.B. �- z ¢�' CO TRAFFIC RATED LID. CONTRACTOR TOi
w o CASEMENT FOR WATEftL1A7E RECORDED
'j ti ti c� FIELD VERirY EXACT LOCATION OF m 3
WATER CONN8CI701VDSlAII, ao Q vi v EXISTING UTILITIES PRIOR TO Q MAY Zo,20i4 As bwkwieArr M. *L014-o2G6993
1�TfMLIV Mkt N.T.S. cow o ~� Q STARTING CONSTRUCTION. ti ❑1 UTILITY EASEMENTS PEA MAP 11455
3 INyTkLL bM� O2 �zim+y J � PUBLIC EASEMENT FOR PRIVATE STREET PER
f Nje '''' ¢ * J 3t Co "' DOC. 2014- 0171168 REC. 04 -29 -2014
jjjJJJ l��7�i L �J � R W -CIE t0
v <[ trl W <+ ¢ 3
�uyLl �, Q 4 X~ ~~¢ CONSTRUCTIONNOTES:
W I-m m 3 =� O INSTALL I" WATER SERVICE AND DUAL METER
PER WAS WS -09 & WC -17
(04 kLP n s O SEWER CLEANOUT TYPE A PER SDRSD SC -01
NORFOLK DR TYPICAL SECTION
N.T.S.
J rj
E
4.5'
(TYP.) (TYP.)
EXISTING AC
PAVEMENT INSTALL 6'X16" PCC
t:A. F IN�aTkLL l�" lljgThLL W Qv 'e � s O zEnu HEIGHT
E�. 2x (a� ®F �e �� � �" VIEW. .NORPOLKDRIVB 3 INSTALL 4" SEWER LATERAL PER SDRSD SS -01 2%
/ ®�° �® SCALE 1 =20'
O4 INSTALL 2" BLOW OFF PER WAS WB 06
5 INSTALL 60" SEWER MANHOLE PER SDRSD SM -02
X W�F?E1�VItE �3 � L4�s���
AS BIMT
ZZ '� INSTALL 16' PRIVATE ACCESS ROAD GRIND &OVERLAY
E No. 80356 m
(3" AC P V ER 4" CLASS II AB) INSTALL BASE UNDER w m q
" GAAPHIC SCALE 1 " =20' T_� _ AC PAVE AND CURB Exp. 12/31/14
rnn it rn r
BY: a O7 INSTALL a��" «,,., �,���,,, ...,,.�. 6 �A�
- -- - - TYPICAL SAWCUT DETAIL,�� p W w
8 INSTA ORGO OR PAVERS N.T.S. 4� CA>Sti Q 5 a
DATE: �'! �° 0 20 40 60 r OR CITY APPROVED EQUIVALENT
N ti
r
_ DESIGNED BY DRANK BY CHECKED BY s� Q m w
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE TGL KK TG APPROVALS CITY OF ENCINTTAS L:N 7INFiFiRING I�EI?ARTMLNT DRAWING NO.
J NOT _ ___ �_Z3 l�z SET 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED JQO PLANS t-OR THE IMPROVEMENT OP
IN THE SOUTHWEST CORNER OF A DRAINAGE BY: AA w
— INLET BOX AT THE WEST SIDE OF PARKING HORIZONAL 1 " =20' DATE: s-6��_ MASIH MAHER GLENN PRUIM 11756 -I
-- - -- - - -- -- - - - - -- - -- LOT FOR OFFICE BUILDINGS ON THE SOUTH ENGINEERING PUBLIC 2323 EDINBiTRG AVENUE
SIDE OF SAXONY PLACE, 200 FEET WEST OF — RCE No. _ 80356 C3 "�
SAXONY ROAD. PER ROS 18416 VERTICAL 1 "= B' LER LAWSON WORKS DIRECTOR H
-- -- _ ELEV: 175.189 DATUM: NAVD 88 EXP.12 -31 -14 DATE: bl l4 ( 23 -
- - - -�L— DATE: 12 -159 TPM /ADP /CDP a.P,N. #261- 2so -o2 SHEET 2 QF 2