2002-7457 I (Plans) GENERAL NOTES
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS WATER NOTES (SAN DEGUITO WATER DISTRICT) WORK TO BE DONE
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO
BE DOS ACCORDING TO THESE
STREET RIGHT -OF -WAY.
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO PLANS: THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF
PUBLIC WORKS STANDARD
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
OF ENCINITAS PUBLIC ROAD STANDARDS. ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. STREETS AND STANDARDS
REFERENCE DRAWINGS.
A" VALUE TESTS SHALL BE REQUIRED PRIOR TO S.D.C. = SAN DIEGO COUNTY
CONSTRUCTION. (PiJBLIC) 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL S.D.W.D. = SAN DIEGUITO
WATER DISTRICT
BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN S.D.P. = SAN DIEGO PRECAST
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY
S.O.R.S.O. = SAN DIEGO REGIONAL STANDARD DRAWINGS
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE THE DEVELOPER. LEGEND: E.S.D. = CITY OF ENCINITAS STANDARD
DRAWINGS
HYDROSEED NOTES NO. ITEM & STD. DWG.
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN L.C.W.D. = LEUCADIA COUNTY WATER DISTRICT
PROJECT BOUNDARY SORSD SYMBOL QTY
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH
ESTIMATED QUANTITIES
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PAIDA TO GARDE OF STREET. Cl) CUT ROLLED CURB (COLORED CONCRETE) G
-4 - - -- - -- 487.94 LF
E. HYDROSEED. CUT 0 C. Y.
CONSTRUCTION OF BERM; CURQ CROSS GUTTER AND PAVING. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. ( ) INSTALL 6" AC DIKE
G -5 375.21 LF FILL 900 C. Y. *
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER 1. Hydroseeding shall
be applied to all slopes that O INSTALL 1" WATER SERVICE LATERAL W -1 N 4 EA EXPORT 0 C. Y. *
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH BOX FOR EACH RESIDENTIAL LOT. are graded 6 :1 (horizontal
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE to vertical) or steeper when they
are: ® INSTALL 4" SEWER LATERAL (LCWD) S -17 S 4 EA ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. a. Three feet or more in height
in fill areas. INSTALL AC DRIVEWAY APRON DS -7 6 EA QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
THESE PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE b. Five feet or more in height in cut areas unless O
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK slope is not subject
to erosion due to the 4,300 SF
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE erosion resistant character
of the material as O INSTALL 4" AC PAVEMENT OVER 6" AG BASE N/A ...
SHOWN ON THESE PLANS. CONSTRUCTED. approved by the City Engineer. ® INSTALL 6" PVC STORM DRAIN N/A 20 LF
2. Irrigation shall maintain the moisture level of
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK B. WIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER the soil at the optimum
level for the growth of Og INSTALL 18" RCP STORM DRAIN (1350 -0) N/A 83.53 LF
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR MAIN• the hydroseeded growth. SOILS ENGINEER'S CERTIFICATE
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE 3. Hydroseeding mix shall consist of all the
9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY following: 10 INSTALL 24" RCP STORM DRAIN (1350 -D) N/A
32 LF I. 1,v� D ff�l �l{�4 REGISTERED CIVIL ENGINEER IN THE STATE OF
f
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY f Seed mix shall consist of no less
than: CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT RIGHTS -OF -WAY. 1. 20 lbs. per acre of rose clover i1 INSTALL 36" R CP STORM
DRAIN (1350 -D) N/A 682.24 LF MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF 2. 20 lbs. Per acre of zorro fescue CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
ACTUAL LOCATION OF EXISTING FACILITIES. 10. THE DISTRICT REQUIRES T COMPACTION TESTS BE TAKEN WHERE 3. 3 lbs. Per acre of E school cia californica
O
WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -0F -WAY, i EA DIRECTION BETWEEN THE DATES AND
ONE COMPLETE
12 INSTALL A -4 CLEANOUT D - D
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &ELECTRIC CITY OF ENCINITAS RIGHTS -OF -WAY. PRIVATE EASEMENTS, AND THE 4. 4 lbs. Per acre
of achillea millefolia COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER 5. 3 lbs. Per acre of alyssum
(carpet of snow) O RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
13 INSTALL MODIFIED A -7 CLEANOUT ®
AND SHALL COORDINATE HIS WORK WITH COMPANY LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER 6. 1/2 lb. Per acre of t hoIeca
D -9 1 EA ENGINEER, �. FURTHERMORE, I
7. Items c, d e, and f of f this subsection may 2 EA HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT
THE
REPRESENTATIVES. DISTRICT OFFICE.
be omitted on locations where the area being !4 INSTALL TYPE A CURB INLET D -2 ® RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT HAVE
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE hydroseeded is not visible from
either a BEEN INCORPORATED IN THE GAA NG PLANS AND SPECIFICATIONS.
THIS PROJECT ARE IffiDERGROUND PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN public street or residential structures. i5 112
TON RIP RAP WITH FILTER FABRIC D -40
CY
INSTALLATIONS ". FOR LOCATION OF DEGUITO WATER DISTRICTS SPECIFICATIONS. 8. Item a of this subsection must be inoculated
SIGNED:
ELECTRICAL CABLES AND GAS PIPING AND with a nitrogen fixing bacteria and applied GE
APPURTENANCES, CALL S.D.G.& E. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION dry either by drilling or broadcasting ( �) #2 BACKING
RIP PAP WITH FILTER FABRIC D -40 12 CY £ NO.: 3� 6
TELEPHONE, 1 800 422 -4133 (DIG ALERT) DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE before hydroseeding.
1D HEAR
FOR INSPECTION OF PROJECT. 9. All seed materials shall be transported to 17 INSTALL WING HEADWALL D -34 3 EA EXP.
DATE: _� T! O 3 ,i+
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE the jobsite in unopened containers
with the 1b M
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE California Department of Food and 4125 SORRENTO VALLEY BLVD.,
SUITE B
HIS WORM( WITH COMPANY REPRESENTATIVES. INSTALLATION. Agriculture certification tag attached to,or 18 INSTALL WING /U HEADWALL D -35
1 EA
SAN DIEGO, CA 92121 �► ��
14. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A printed on said containers. PHONE: (858) 453 -5605 CHN'r
to -toxic 10. Non h a °�
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE y wetti agen may be added
9 INSTALL CONCRETE APRON FOR CURB INLET D -20 240 SF
PROJECT BOUNDARY ARE I)NDERGROUC EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR to the hydroseed slurry at the discretion
of PROJECT NO. 900 -258 RCAIIF
INSTALLATIONS ". FOR LOCATION OF STRUCTURE WITHIN THE LIMITS OF PROJECT. the contractor. DOCUMENT NO. 02 -17
CABLES AND APPURTENANCES CONTACT b. Type 1 mulch applied at the rate of no TRENCH RESURFACING CITY OF ENCINITAS STD. DWG
40 LF
PACIFIC BELL. 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE less than 2,000 lbs. Per acre.Type 6 mulch
TELEPHONE: 1 800 422 -4133 (DIG ALERT) CROSSINGS, LINE PARALLELING, OR PROPOSED CONVECTION SHALL BE (straw) may be substituted all or part,
for 21 INSTALL CONCRETE LUG D 2 EA
FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS hydraulically applied fiber material. When
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO WITHIN 10 FEET. OF PROPOSED WATER MAINS SHALL BE SHOWN ON straw is used it must be
anchored to the LEGAL DESCRIPTION LOT 3. BLK G OF SOUTH COAST PAW ANNEX, IN
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMM? PLANS. ELECTRICAL AND SEWER TO" CROSS UNDER WATER slope by mechanically punching
no less than 22 INSTALL PIPE COLLAR D-62 2 EA THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. 50% of the straw into the soil.
ACCORDING TO MAP THEREOF N).1788, FILED IN
c. Fertilizer consisting of ammonium THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
10 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN phosphate sulfate, 16 -20
-0, with 15% sulfur 23 INSTALL TYPE F CATCH BASIN D -7 1 EA COUNTY, MARCH 29TK1924.
11\10ERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS applied at the rate of 500 lbs.
Per acre.
APPURTENANCES CONTACT. TELEPHONE. 1-600- 422 -4133 SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIREC LY 4. Areas to be hydroseeded shall be
prepared prior to A.P.N.: 254- 400 -09
OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DI,RICT hydroseeding by SITEADDRESS 1254 URANIA AVENUE
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE EASEMENT. REPAIR MAINTENANCE AND ANNUAL TESTING OF BACKFLOW a. Roughening the surface
to be planted by any or LOT LINE ENCINITAS, CALIFORNIA.
SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL DEVICE ARE RESPONSIBILITY OF OWNER. a combination of.
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- V 1. Track walking slopes steeper than 6 :1. DEDICATION LINE
R
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 2. Ripping areas that will
not break up using OWNER/PERMITTEE ALAN U ANI A AVENUE
ENCINITAS. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TQ item 1 above. EXISTING CONTOURS '
1254 I
MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER b. Conditioning the soils so that it is suitable PROPOSED CONTOURS
_ ENCIN CA 92024
12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE SERVICES. for planting by:
RELOCATED OUTSIDE THE AREAS TO BE PAVED. 1. Adjusting the surface soil moisture to EXISTING EASEMENT OWNERS CERTIFICATE
28. CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY provide a damp but not saturated seed bed.
13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC.) PROPOSED
EASEMENT - - - - -
THAT ARE aFFEC7ED BY THIS PROJECT 2. The addition of soil amendments, ph IT IS AGREED THAT FIELD CONDITIONS MAY
REQUIRE CHANGES TO
.
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE adjustment, leaching or covering saline CENTERLINE - THESE PLANS, AND
WILL REQUIRE APPROVAL FROM ENGINEER OF WORK
FIELD. 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THA ANY ASBESTOS soils to provide viable conditions for S AND CITY
ENGINEER.
WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A growth. EXISTING SEWER
14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION. EXISTING
WATER IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
REFLECTIVE FACE OR EQUIVALENT. ONS OF PLAIN END PIPE LENGTHS Hydroseeded areas shall be maintained to provide a - - W
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR
USE THE FOLLOWING VARIOUS COMBINATIONS vigorous growth until the project is permanently EXISTING TELEPHONE _T -T ADDITIONS
TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
WITH HIGH DEFLECTION COUPLINGS NA INTEGRAL BELL END PIPE FOR CURVED
15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS DO NOT BEND landscaped or,
for areas where hydroseeding is the ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
.
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 permanent landscaping, until the project is completed EXISTING EDGE OF PAVEMENT
THE IMPROVEMENTS.
HOURS OF NOTICE FOR SUCH A MEETING. (533 -2770) PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE and all security released.
AND BEVEL ETD FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN I FURTHER AGREE TO COMMENCE WORK ON ANY
IMPROVEMENTS SHOWN ON
16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY ETD PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL
WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE
THIS PROJECT OR UNDER MY TROL
CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT LEUCADIA COUNTY WATER DISTRICT NOTES
17 ALL LUMINAIRES SHALL PROVIDE TRUE 90e CUTOFF, AND ALLOW FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICTS 1. ALL SEWER FACILITIES
SHALL BE INSTALLED IN DRY EXCAVATIONS 14
REPRESENTATIVE. AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN ALAN FRITZ D 1 E
18 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION 21. THE SUBJECT PROPERTY IS CUAENTLY SERVED BY A 2" WATER INCLUDING
CONTINUOUSLY UNTIL THE WORK IS COMPLETED 1254 I AVENUE
I
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE METER. UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALLY NCLUDING PLACEMENT AND
COMPACTION MATERIALS ENCINITAS, CA 92024
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR METERED. PRIOR TO THE SALE OF ANY INDIVIDUAL LOT THE OWNER IN A DAY STATE.
ALL PIPE ZONE MATER AL L LOCATED IN WET OR
OCAT
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) MAY DOWNSIZE THE EXISTING METER AND APPLY CREDH TPWAR D AREAS SUSPECTED TO
BE WET IN THE FUTURE SHALL 8E E I
INSTALLATION OF NEW METERS. ONCE A LOT IS SOLD, CAPACITY BE GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIA L SHALL
H
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT E OBTA CREDIT CANNOT BE TRANSFERRED TO THAT LOT.
ALL METERS THAT 8E SUBMITTED TO T I DEWA ENGINEER FOR REVIEW AND APPROVAL.
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, RECEIVE A CAPACITY CREDIT SHALL BE SECURED AND INSTALLED CONTRACTOR SHALL
T44OUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF AND RETURN OF GROUNDWWATAT
ER R T TO O THE HE PERMITS AS NECESSARY
S EWER SHALL NOT BE ALLOWED.
S %
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUIMENT OR BENCH COMPLIANCE, THE OWNER SHALL PROVIDE THE SAN DIGGUITO 2. AL r
SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE
WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH � P
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS.
LOTS WILL RECEIVE CAPACITY CREDIT E USE THE EXISTING METER. T
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND LA
SURVEYOR. 22. ALL WATER METERS SHALL BE PLACED OUTSIDE OF THE TRAVEL 3. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB
FACE AT EACH
WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. LATERAL LOCATION BY THE CONTRACTOR.
QL YFPUS STFEET
21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" DECLARAT ION OF RESPONSIBLE CHARGE 4 . A 10 GAGE HALL EXT END COPPER WIRE SHALL
BE BURIED OVER EACH L A TEAR L .
AND "W'; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO A
LOQA s TFEET
CURE. Q ppF ESSjpN THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TEAMINA TE 6 " ABOVE �I
HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS A �O � . '4l PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW
PAVING. THE TAG
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A A SPARTA DRI
OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE o
MANNER AND LOCATION APP BY THE INSPECTOR. DESIGN THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE �Q� �� '4s F2 UNTIL CONNECTED AND
SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. -o
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE Q• C' G'
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS ti Z 5. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT
PIPE, v Z L'
21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD CONSISTENT WITH CURRENT STANDARDS. C° N0. 29577 r^ JOINTS AND COATING.
THE PIPE SHALL BE BEDDED TO PROVIDE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), , LINING, -�.�"
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ` Exp . 03/31/03 CONTINUOUS
BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL � • � NIA avENUc
BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE n
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A � �
"
SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. g
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO Q
REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF CjVIL � SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD
SEWER n i
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