2003-419 CS (Plans) SEWER NPROVEMENTS FOR TM 99 - 220
GENERAL N TES WORK TO BE DONE
SEWER NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
1 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS FOR PUBLIC WORKS CONSTRUCTION (LATEST
EDITION), THE SAN DIEGO STANDARD
ENGINEERING S RVICES DEPARTMENT FOR ANY WORK WITHIN SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS
THE STREET RIGHT-OF-WAY. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD CONSTRUCTION (ADOPTED BY THE SAN
DIEGO REGIONAL STANDARDS COMMITTEE),
SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION) AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
(LATEST EDITION).
2. THE STRUCTURA SECTION SHALL BE IN ACCORDANCE WITH CITY THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD
OF ENCINITAS S �NDARDS AND AS APPROVED BY THE CITY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE
ENGINEER. A VALUE TEST SHALL BE REQUIRED PRIOR TO SAN DIEGO REGIONAL STANDARDS COMMITTEE) AND THE SAN DIEGO
CONSTRUCTION. REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING IMPROVEMENTS STD. DWG. SYMBOLS QUANTITIES
SPECIAL PROVISIONS.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE PROPERTY
LINE - - -�--
PROJECT BOUNDARY. SHOWN.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY 2. PIPE AND BEDDING CONDITIONS: CENTERLINE -
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO (A) ALL PIPE SHALL HAVE 4 MINIMUM OF 3/4 INCH CRUSHED ROCK
CONSTRUCTION F BERM, CURB, CROSS GUTTER AND PAVING. BENEATH THE PIPE. Q SITE EXISTING CONTOURS s"
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND TO (12) INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, EXISTING
SPOT ELEVATION 9 ao
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
GRAVEL, CRUSHED AGGREGATE, OR NATIVE FREE-DRAINING
OF THE AVAILAB E RECORDS TO THE BEST OF OUR KNOWLEDGE. GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR a J z PROPOSED
CONTOUR 102
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON BETTER.
c_ PROPOSED j
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF r EXISTING
SEWER LINE
TAKE PRECAUTI NARY MEASURES TO PROTECT THE EXISTING PIPE TO (12) INCHES MINIMUM ABOVE THE PIPE SHALL BE > �
FACILITIES SHOWN HEREON AND ANY OTHER WHICH IS NOT OF 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED Uo y
RECORD OR NO SHOWN ON THESE PLANS. ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. G� v G� 5) EXISTING WATER
LINE nM-
6. LOCATION & ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER yo
o� J EXISTING GAS LINE -°
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE PRESENCE OF THE INSPECTOR. AIR PRESURE TEST SHALL BE USED vJ ZO PROPOSED
8" PVC SEWER MAIN SDR 35 S-4 S 265 LF
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UNLESS OTHERWISE DIRECTED BY INSPECTOR. N
ca
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT p �F PROPOSED SEWER MANHOLE S-17 1
EA.
REVISIONS TOP NS IF REVISIONS ARE NECESSARY BECAUSE OF 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER y
ACTUAL LOCATIOq OF EXISTING FACILITIES. SDRSD NO. S-17. POURED IN PLACE MANHOLE BASES SHALL BE A y ail
MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PROPOSED SEWER LATERAL S-13, S14 5 EA.
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 INCH ��
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. ° TRENCH RESURFACING
G-24 11 LF
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. MO O �r
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS 5. THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SDRSD NO'S y
PROJE T BOUNDARY ARE UNDERGROUND S-13 AND S-14 . LATERALS SHALL NOT DISCHARGE DIRECTLY INTO
INSTA TI CA FOR LOCATION OF A MANHOLE. VICINITY
SCALE MAP
ELECTRICAL CABLES AND GAS PIPING AND I !
APPURTENANCES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO.
TELEP ONE: 1 -800-422-4133 (DIG ALERT.)
5-10 TYPE "A".
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY
PRIOR TO STAR ING WORK NEAR COMPANY FACILITIES AND SHALL 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH COORDINATE HIS WORK
WITH COMPANY REPRESENTATIVES. MINIMUM COVER.
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS
8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND
INSTA T BOUNDARY ARE UNDERGROUND LATERALS SHALL BE SHOWN ON ORIGINAL AS-BUILT PLANS, PRIOR TO
INSTA IONS."A FOR LOCATION OF ACCEPTANCE OF THE WORK.
CABLE AND APPURTENANCES CONTACT THE ii
TELEP ONE: 1-800-422-4133 (DIG ALERT) LEGAL DESCRIPTION
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE
DISTRICT ENGINEER IN WRITING PRIOR TO THE ACCEPTANCE FOR PUBLIC APN# 260-084-10 & 11
9. IT SHALL BETE RESPONSIBILITY OF THE DEVELOPER TO CONTACT USE.
THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE QUANTITIES
NOTE:
INSTALLATION. THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMI PURPOSES ONLY.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
QUANTITIES AS A PART OF HIS BID.
INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES 11 . THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION
CONTACT: TELEPHONE 1 -800-422-4133 (DIG ALERT) 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION
11. POWER SOURCE3 AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN OF PROJECT. PHONE NO. (760) 633-2770. N E R P
E R M I TT E E
ON THE " WITHIN THE DEDICATED RIGHT-OF-WAY OR WITHIN IMPROVEMENT DRAWINGS. ALL SOURCES SHALL
LOCATED 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR OWNER: S OR DEVISEES OF MILDRED L.
RUSCH DE SUBJECT TO
EASEMENTS SEMENTS DE ICA CTED TO THE CITY OF ENCINITAS. A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK THE
ADM ON OF THE ESTATE OF SAID ENT;
E BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, EVELYN HAULDRE DULY APP01 ND QUALIFIED
EXECUTOR,
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO SAN
DIEGO COUNTY SUP CASE NO. PN 23488
RELOCATED OUT bE THE AREAS TO BE PAVED. DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS
WITHIN THE ONE YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT ADDRESS:
13. THE CONTRACT R SHALL NOTIFY AND OBTAIN APPROVAL OF THE EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, C
/O GREG LL
CITY ENGINEER DRIOR TO MAKING CHANGES IN THE FIELD. UNUSUAL ABUSE OR NEGLECT. SECOND ST.
ENCINITAS, CA. 92024
14. ALL SIGNS TO F I IE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 13. FOR SEWER LATERAL TABLE, SEE SHEET 2 (760)753-6327
REFLECTIVE FAC OR EQUIVALENT.
14. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS
15. CONTRACTORS ALL REQUEST FROM THE CITY ENGINEER'S OFFICE SHALL BE SHOWN ON ORIGINAL "AS-BUILT" PLANS, PRIOR TO ACCEPTANCE OF WORK. DE
CLARATION O F RESPONSIBLE C H R G E
A PRECONSTRU TION MEETING AND SHALL PROVIDE AT LEAST 48
HOURS OF NOTI E FOR SUCH A MEETING. (633-2770) 15. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED I
HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FORTIS PROJECT.
PRIOR TO CONNECTION TO SYSTEM. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
16. ALL CUT AND F LL SLOPES OVER 3 FEET CREATED BY GRADING FOR IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES
TO THESE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
STREETS AND D IVEWAYS SHALL BE HYDRO SEEDED WITH CITY OF 16. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY ENGINEERING PLANS.
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ST NDARDS. (,•)
ENCINITAS APPR ;VED HYDROLL B MIXTURE. SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY Z
HYDRO SEEDED �sLOPED SHALL BE IRRIGATED BY WATER TRUCK I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
S ECIFICATIONS
UNTIL THE MIXT RE GERMINATES AND GROWTH IS ESTABLISHED. RIGHTS-OF-WAY, IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL
HAVE A BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR
17. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREES CUTOFF, AND 17. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE ADDITIONS
TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING PROJECT DESIGN I
ALLOW NO ESCAPE OF LIGHT ABOVE HORIZONTAL. APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE DETERMINES ARE NECESSARY
AND DESIRABLE FOR THE PROPER
ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS COMPLETION OF THE IMPROVEMENTS. Z
18. CONCENTRATED FLOWS ACROSS DRIVEWAYS AND/OR SIDEWALKS LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR EASMENTS. SAN DIEGUITO ENGINEERING,
INC. Jlz 0:�
SHALL NOT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN
4407 MANCHESTER AVENUE, SUITE 105 SEVEN R. CROSBY RCE 41975 W
SIDEWALK, THR UGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. 18. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO ON THESE
PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 ENCINITAS, CALIFORNIA 92024 W
MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND PHONE (760)753-5525 /
19. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO DAYS AFTER THE
ISSUANCE OF THE CONSTRUCTION PERMIT AND TO :
MAINTAIN THE PUBLIC SEWERS. PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL _
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK DATE
RE-ESTABLISHED AND D REPLACED BY A REGISTERED CIVIL ENGINEER OR 19. NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE ASSOCIATED
WIT THI P OJ T R UN MY CONTROL. OfESS/p Z
A LICENSED LA D SURVEYOR INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF QR
TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OWNP�v. CtkoPIN ESTA�E5 ,LLC S E� l4�� f.. A �-� / 4 CFO
R C ZF W
20. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL °`�'�`� .{SATE: �` ti� F,N
OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL c o VENYuKE_ P'PGF►C
AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W", � LYN HAULDREN, EXECUTOR
PROVIDE FOR TELEVISION INSPECTION. (SEC. 306-1.4.8 . PREPARED BY: ` A O
RESPECTIVELY, INCHES HIGH INTO THE FACE OF THE CURB. ) hE�CIAPP�t=1JC N0. 41975
20. CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE r' t>wESS: AT : $p$ $Oovu- OWNER: THE HEIRS OR D F
MILDRED SCH DECEASED, SUBJECT TO SAN DIEGUITO ENGINEERING, INC. m EXP. 3-31-04
21. THE ADDRESS F EACH LOT SHALL BE PAINTED ON THE CURB IN A UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THE
ADMINISTRATION OF OF SAID DECEDENT; T Lo
MANNER AND LOCATION APPROVED BY THE INSPECTOR. THIS CALL WILL BE MADE AT LEAST 48 HOURS PRIOR TO ANY P.o •pox 231(3°► 4407
MANCHESTER AVENUE, SUITE 105 q �1V1�
CONSTRUCTION. 1-800-422-4133. E►JCINITAS CA EVELYN HAULDREN BEING A D AND QUALIFIED EXECUTOR, ENCINITAS, CA 92024
TF FoQ` Ln
22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD gwz:5_ 1(039 SAN DIEGO COUNTY IOR COURT CA PN 23488
TEL: (760) 753-5525 OF CALF W
SPECIFICATION FOR THE PUBLIC WORKS CONSTRUCTION (LATEST 21. AT ALL MANHOLES, THE MINIMUM FALL ACROSS MANHOLE SHALL BE
M
EDITION). THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE 0.1 FT, AT ANGLES LARGER THAN 45•, ALLOW 0.2 FT. FALL. P�IONE; (7l00) 1032-5�Oq
ADDRESS: C/ G MURRELL
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 655 SECOND ST. �� �i STAN DIEGUITO ENGINEERING,
INC. Lo
(ADOPTED BYTE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND ENCINITAS, CA. 92024 A -9U�LF Z
I�l
THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) 4407 MANCHESTER, SUITE 105 Q
ONE: (760)753-6327 rat -f ENCINITAS, CA 92024 (n/
/Bear- PHONE: (760) 753-5525
p*m w
RcE: y�97� > xP.3ildlb CIVIL ENGINEERING • PLANNING � u
LAND SURVEYING
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I N INN BY CHECKED BY APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. oz
1 AS-5%31leT ( 7 DESCRIPTION: SD. CO. STD. CHIS. SQ. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED
SEWER IMPROVEMENTS FOR: w w
o 1 LOCATION: SANTA FE DRIVE MACKINON AVE N A r' C5 o
HORIZONTAL DATE: 6123101 z
CDR OF INTERSECTION. F CR IN SW _� - R.C.E. NO. : 41975 BY: ��y� BY: PROJECT TM 99 -220 C S
4 1 J w �
RECORD FROM: SD. CO. VERT. CONTROL VERTICAL N/A STEVEN R. CROSBY d ,¢� / L 3
ELEV.= 215.64 EXP. 3-31-OA DATE: 1�! 03 6 APN# 260-084-10 & 11
SHEET 1 OF Z
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4407 MANCHESTER, SUITE 105 " �� OMB 'a SEE GRADING PLAN 7 7 0 2 - G Z
ENCINITAS, CA 92024 NO. 41975 V)
PHONE: (760) 753-5525 J, EXP. 3-31-0 e,
9T �IVI\- Qom\
IVIL ENGINEERING • PLANNING F of Cpl \F° � r
LAND SURVEYING z
REVISION APPROVED DATE REFERENCES DATE BENCH MARK SCALE I " N CHECKED BY APPROVALS ® ""AS BUILT"
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z
AS-801L-r' DESCRIPTION: SD. CO. STD. CHIS. SQ. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED
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SEWER IMPROVEMENTS FOR: w w
OC. 139,1969 DATE: ��23/d� BY: 7I+P1 f Z z
LOCATION: SANTA FE DRIVE & MACKINON AVE 20 / CL7
HORIZONTAL a w
ON TOP OF MIDDLE OF CR IN SW R.C.E. N0. : 41975 BY: BY: C S 419
DATE z z
COR OF INTERSECTION. RCE: EXP:7•1/-O4 PROJECT TM 99-220
RECORD FROM: SD. CO. VERT. CONTROL VERTICAL 1 =89 STEVEN R. CROSBY EXP. _31-0¢ DATE: L4l _ate B//ea
ELEV.= 215.64 SHEET 2 OF 2
U:\1DATA\Engineering\457 \dwg!\4578CS02A.dwg, Date: 5-21-03 FILE NO. 4578
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