1998-5461 I (Plans) CARDIFF SANITATION DISTRICT IVENHAIN MUNICIPAL WATER DISTRICT OWNER'S CERTIFICATION WORK TO BE DONE
G E N E R A L N 0 T E S S E W E R N O T E S OL
ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD GENERAL WATER SYSTEM NOTES I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHOWN ON THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER PLANS: THE CURRENT
SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
W ORKS CONSTRUCTION, (LATEST r
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS SPECIFICATION FOR PUBLIC 0 ISSUANCE OF THE CONSTRUCTION PERMIT AND TO
PURSUE SUCH WORK SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO ACTIVELY ON EVERY NORMAL
WORKING DAY UNTIL COMPLETED, IRRESPECTIVE STREETS AND STANDARDS REFERENCE DRAWINGS.
STREET RIGHT -OF -WAY. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS NOTES: AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS
PROJECT OR
CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL 1. MATER FORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UNDER MY CONT OL . S
. D . C . - SAN DIEGO COUNTY
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY STANDARDS COMMITTEE) , THE SAN DIEGO REGIONAL STANDARD THE DETAILS AND MATERIALS AS SPECIFIED
IN THE OWIVENHAIN 0. M. W. D. - OLIVENHAIN MUNICIPAL WATER DISTRICT
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL MUNICIPAL RATER DISTRICT STANDARD SPECIFICATIONS
FOR THE OWNER: S.D.P. - SAN DIEGO PRECAST
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO PROVISIONS: S. D. R. S. D. SAN DIEGO REGIONAL STANDARD
DRAWINGS
CONSTRUCTION WATER MAINS AND FACILITIES. DATED MARCH ENCINI S HERITAGE PARTNERS, L.P.
CONSTRUCTION. i . TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS 1997 WITH REVISIONS. CONTRACTOR SHALL HAVE A CURRENT COPY 6051 N.
FRESNO STREET 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT OTHERWISE NOTED. OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL
TIMES. SUITE 102 NO. ITEM 6 STD. DWG. SYMBOL OTY
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE FRESNO, CALIFORNIA 93710 }
PROJECT BOUNDARY. 2. PIPE AND BEDDING CONDITIONS: 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP (209) 449 -7330
(A) ALL PIPE SHALL HAVE A 4" MINIMUM OF DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -NAY 3/4 INCH CRUSHED ROCK BENEATH THE SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-
! INSTALL 6` CURB 9 GUTTER, 6-2 '.�'g LF
ND
MALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO PIPE. CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR.
OF BERM CURB, CROSS GUTTER AND PAVING. APN: 262 - 080 -20 2 INSTALL 5' WIDE PCC SIDEWALK, G-7
2820 SF
CONSTRUCTION 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 3 INSTALL
6' AC BERM. 6-5 174 LF
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FROM BOTTOM OF PIPE TO (12) TWELVE TITIES: INSTALL 5' HOURS
IN ADVANCE OF WORK EARTHWORK QUAN T -% _
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH INCHES MINIMUM ABOVE THE PIPE SHALL 6' AG BASE
i SF
OF THE AVAILABLE RECORDS To THE BEST OF OUR KNOWLEDGE. BE SAND, GRAVEL, CRUSHED AGGREGATE 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN
ON THE WATER 5Q NSTALLTAN WAI,� 3200_
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON NATIVE FREE - DRAINING GRANULAR MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES
BELOW 6 INSTALL PCC HANDICAP RAMP, G-27 ! EA
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE MATERIAL HAVING A SAND EQUIVALENT of CENTERLINE OF FINISH GRADE OF STREET.
CUT: 400 CY
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY 30 OR BETTER. 7 INSTALL PCC CROSS- GUTTER, 6
:'� %�'��= 996 SF
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT INSTALL A MINIMUM ! WATER SERVICE TO EACH LOT. METER FILL: 2800 CY
SHOWN ON THESE PLANS. BEDDING FROM BOTTOM OF PIPE TO 12 (C) P.V.C. ANO A.B.S. SOLID WALL PIPE 5. TO BE LOCATED 5 - FEET FROM
A SIB LOT LINE. A 3/4 - INCH HIGH 8 REMOVAL OF EXIST AC BERM '.169 LF
CI IMPORT /EXPORT: 2400 CY
LO AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK INCHES MINIMUM ABOVE THE PIPE SHALL LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB
OR 9 INSTALL STREET NAME SIGN ! EA
6 TOBEDONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR BE 3/4 " CRUSHED ROCK. A.B.S. SOLID IMPRINTED IN NEW CURB AT ALL WATER SERVICE
CROSSINGS. i0 INSTALL STOP SIGN .LZ ! EA
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE WALL PIPE MAY BE USED ONLY WHERE 6. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH
POINTS _ EA
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND PIPE INVERT GRADES ARE 1% OR 11 INSTALL NIGH INSTALL 8"
PVC WATERLINE (C L 1 SODIUM STREET LIGHT 4 �°
580
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT GREATER. AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. `
-' ,
FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE QUANTITIES NOTE 12 50 - -�It L
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS
13A& INSTALL 10` PVC WATERLINE (CL 150) ----W OVAm LF
ACTUAL LOCATION OF EXISTING FACILITIES. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE AS APPROVED BY THE DISTRICT'S REPRESENTATIVE.
SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL
AIR THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT 14 INSTALL 8" GATE VALVE _�_- � �
� a
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC BE TESTED IN THE PRESENCE OF THE INSPECTOR. 7• UNLESS OTHERWISE NOTED, CONNECTIONS TO
EXISTING MAINS PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES 15 INSTALL 2" BLOW -OFF VALVE ! EA
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES PRESSURE TEST SHALL BE USED UNLESS OTHERWISE SHALL BE MADE DRY. THE TIME AND DURATION OF
ANY USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE OF
AND SHALL COORDINATE HIS WORK WITH COMPANY DIRECTED BY THE INSPECTOR. SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL WORK TO
BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON i INSTALL 8' 8tix8 " y INTE�RSECTION� I� EA
REPRESENTATIVES. SDRSD BY THE DISTRICT . DISTRICT SHALL BE NOTIFIED TWO WEEKS THESE PLANS. 17 1 INSTALL !0'x
10'xTEE INTERSECTION
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN 4. THE CONSTRUCTION P.C.C. SEWER MANHOLE PER SO MINIMUM IN ADVANCE OF ANY SHUTDOWN.
THIS PROJECT ARE `UNDERGROUND NO. 17. POURED IN PLACE MANHOLE BASES SHALL BE A EA
PROJECT FOR LOCATION OF MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF T WITH DISTRICT ALL 18 INSTALL FI
HYDRANT ASSEMBLY 3 EA
INSTALLATIONS". 8. CONTRACTOR SHALL COORDINATE I D
POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES ETC OWNERS CERTIFICATE
, ., . B..
ELECTRICAL CABLES AND GAS PIPING AND ---�-
APPURTENANCES. WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S 19 INSTALL ENO CAP ASSEMBLY _�.._,_ EA
APPROVAL. PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A
TELEPHONE: 1 800 422 -4133 (DIG FRIDAY. i / INSTALL 8" PVC SEWERL NE S -4 S 6opc L
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO �.'
ALERT) 5, THE CONSTRUCTION OF 4 INCH SEWER LATERALS PER 9• LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL THESE PLANS.
22 NSTALL SEWER MANHOLE. S -2 3 EA
8 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY SDRSD NO. S -13 AND S -14. LATERALS SHALL NOT BE LOCATED ON THE PROLONGATION OF
THE STREET RIGHT -
T STARTING WORK NEAR COMPANY FACILITIES AND SHALL DISCHARGE DIRECTLY INTO MANHOLE. WAY WHENEVER POSSIBLE. IT IS FURTHER AGREED
THAT THE OWNER (DEVELOPER) SHALL HAVE A 23 INSTALL 54' RCP STORM ORAIN(2000 -0) f0 -60) 19 EA It
PRIOR 0 S REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 24 INSTALL CONCRETE HEADWALL, D-35
! EA
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE ADDITIONS TO THESE PLANS WHICH
THE CITY ENGINEER DETERMINES
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER 10. pISTRICT AND MEETING THE DISTRICT'S STANDARD ARE NECESSARY FOR AND DESIRABLE
FOR THE PROPER COMPLETION OF L AT EA
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS SDRSD N0. S -10, TYPE A. SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED THE
IMPROVEMENTS. 26 INSTALL SEWER SERVICE LATERAL IS-13) A
�. A
PROJECT BOUNDARY ARE UNDERGROUND BY THE FIRE DISTRICT.
INSTALLATIONS ". FOR LOCATION OF 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHOWN ON 27 ALL L>✓ IL.1N6 CALTKANS 811- 7
CABLES AND APPURTENANCES CONTACT THE WITH 42 INCH MINIMUM COVER. It. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH THESE PLANS WITHIN
EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS 28 INSTALL -SURF 180
PACIFIC TELEPHONE COMPANY . L A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO
PURSUE SUCH
TELEPHONE: 1 800 422 -4133 (DIG
B. THE FINAL LOCATION AND ELEVATION SEWER AND IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIM TO WORK ACTIVELY ON EVERY NORMAL
WORKING DAY UNTIL COMPLETED, Q�. INSTa - �EwEe ^'���1f1° S - I 1 E/t
ALERT) WATER MAINS AND LATERALS SHALL BE SHOWN ON CONSTRUCTION. IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
30 BLIU FLANGE
ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE _
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO OF WORK. THIS PROJECT OR UNDER MY CONTROL 3i INSTALL !8"
RCP STORM ORAINCl�D -� (D -btl� 1b LF
12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.,
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 9. ALL DESIGN CHANGES O _
T F SEWER MAINS SHALL BE LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS 32 INSTALL LONG IM LUG (D -63)
- i EA
IMPROVEMENTS. AND BEAR THE COST OF RELOCATIONS IF NEEDED. SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY �^ 33
INSTALL TYPE "B" CM INLET(0 -� CL=t &) 02== i EA
APPROVED BY THE DISTRICT ENGINEER IN WRITING CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER SIGN TURE U ATE
10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE PRIOR TO ACCEPTANCE FOR PUBLIC USE. MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS.
`UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
APPURTENANCES CONTACT: TELEPHONE: 1- 800 - 422 -4133 10. FILL AREAS MUST BE COMPACTED TO 90X PRIOR TO 13• ALL WATER SERVICES FOR IRRIGATION,
MULTIPLE RESIDENTIAL
PIPE INSTALLATION. COMPLEXES AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON APN: 262 - 080
-20
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL CUSTOMER'S SIDE OF WATER METER.
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE SITE ADDRESS: EL GAMINS REAL
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF of BEGINNING WORK TO ARRANGE FOR INSPECTION OF i4 THE WATER SYSTEM SHALL BE PRESSURE TESTED
IN ACCORDANCE ENCINITAS, CA 92024
ENCINITAS. PROJECT. PHONE NO. 633 -2770. WITH THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE
OWNER /PERMITTEE: ENCINITAS HERITAGE PARTNERS, L.P.
CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING
12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE PRESSURE FOR TESTING ALL PIPE, VALVES
(CLOSED) AND 6051 N. FRESNO ST. SUITE 102
RELOCATED OUTSIDE THE AREAS TO BE PAVED. CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. APPURTENANCES.
FRESNO, CA 93710
13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE LEGAL DESCRIPTION:
PORTION OF SECTION 23, T13S, R4W, SBM
CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL CO T RAC DIMENSIONS TO INSPECTOR IMMEDIATELY
ICON CITY OF ENCINITAS, CALIFORNIA
FIELD. WORK FOR A PERIORO OF ONE YEAR AFTER THE DATE OF INSTALLATION OF VALVES.
ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL -- D ECLARATION OF RESPONSIBLE CHARGE
14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER 16. ALL DEFLECTIONS (HORIZONTAL
AND VERTICAL) SHALL BE MADE
REFLECTIVE FACE OR EQUIVALENT. WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER
DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP COUPLING (2' PER JOINT) . NO BENDING (CURVING) OF PIPE SHALL BE I HEREBY DECLARE THAT
I AM THE ENGINEER OF WORK FOR THIS
25 CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEEFN'S OFFICE AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM PERMITTED PROJECT
r
ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO . THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
A PRECO NSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 DATE OF DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
HOURS OF NOTICE FOR SUCH A MEETING. (760) 633 -2770 THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, BUSINESS AND PROFESSIONS CODE,
AND THAT THE DESIGN IS
UNUSUAL ABUSE OR NEGLECT, r
CONSISTENT WITH CURRENT STANDARDS. 4
16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED 14. CONTRACTOR SHALL FURNISH AND INSTALL. PER I UNDERSTAND THAT THE CHECK OF
PROJECT DRAWINGS AND
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY SPECIFICATIONS BY THE CITY OF ENCINITAS
IS CONFINED TO A
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK WARNING AND IDENTIFICATION TAPE ABOVE ALL REVIEW ONLY AND DOES NOT RELIEVE ME,
AS ENGINEER OF WORK, OF
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. PUBLIC SEWER LINES, AND PORTIONS OF SEWER MY RESPONSIBILITIES FOR PROJECT DESIGN.
LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR
17 ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW EASEMENTS. d
V
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
15. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO
18 CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE FINAL ACCEPTANCE OF THE WORK. WAYNE P SCO, RCE 29577 DATE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR EXIST. AC BEAM
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS (TO BE REMOVED) SAWCU7 EXIST
PVMT !EXIST
APPLICABLE). ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED AC BERM
WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND/OR SIDEWALKS SHALL NOT ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC 126
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK. SEWERS.
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. 10' S3' 10
17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS
ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM.
EXIST AC PVMT
20 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 SITE
21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER Q FQF£�Sfp ti EXIST. CURB AND GUTTER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS S
AND "W ". RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE 40 A. p Fy �' INSTALL CLU 5 A C PVMT OVER 6" AG. BASE (MIN.)
CURB. TENNIS CLUB DRIVE CO S �y�
PR OPOSE 6" B AND GUTTER, STD ON�G G -2
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A d c0 �" PROPOSED 5' WIDE PCC SIDEWALK
MANNER AND LOCATION APPROVED BY THE INSPECTOR. l�vE c ENxpO.3131/03
STD DWG G -7
21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD MANCHESTER ,
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), rM SEMON
THE SAN DIEGO STANDARD SPECIAL CONSTRUCTION (ADOPTED
PROVISIONS THE INT 5 I OF CAItF���
SPECIFICATIONS FOR PUBLIC C � EL CAMINO REAL
SAN DIEGO REGIONAL STANDARDS COMMITTEE). AND THE SAN DIEGO
NTS
REGIONAL STANDARD DRAWINGS (LATEST EDITION).
Q
TI -12.0
CARDIFF SANITATION DISTRICT ENCINTAS FIRE DEPARTMENT OL MUNICIPAL WATER DIST. AS 15L tLT -
MANCHESTER POTABLE WATER SYSTEM APPROVAL
APPROV AP VED APPROVED BY: BOYLE ENGINEERING CORP.
P
District's Consulting Engineer One."
BY: BY• W
WAY E PASC4> fC�TE
g/ 9
2 1f 9 1IT 18 SD- 001 - 507 -01
NTS DATE: �-S' �� DATE: / g R. C . JOB B M ER R.C.E. L95'�� EXP. .5 -03
Note: na n r x r Y ar Af er a�e W AIN XT h10 05
XN � D ESIGNED BY DRAWN BY CHECKED BY APPR OVALS CITY OF ENCINITAS ENGINEERING DIE J . I10
DATE SCALE CO DEVELOPMENT - A
REVISIONS APPROVED GATE RE FERENCES BEN _
E �p(A7ER W Oln 1 u E A eul NX CITY of ENCINITAS P - 004 PLANS PREPARED UNDER THE SUPERVISION OF REC APP ED IMPROVEMENT
PLANS FOR: CS_ 26 APPROVED a it
Mori R ET �n. au T 4 NEDI SHINER IN EL CAMINO REAL MORIZONAL N/A DATE:
BY: BY:
_
EV ii 5 E evA O c F R TA l N • MEDIAN, N. OF SEDIMENT BASIN. B SOMERFORD PLACE
S c s MC " 2 T% �� A.C.E. NO . 29577 DATE: '� DATE: lift
(sHT' 3 - VERTICAL N/A OATS: AYNE PASCO EXP. 3_31_03
WORK PROJECT NO. M.U.P. 97 -111
® SHEET 1 0 F 6�
Moor py Sm plodr. Lm EL f12. M DAIM us=
PE 723
P 4)
NoText
NoText
NoText
NoText
NoText