2002-7505 I (Plans) GENERAL NOTES WATER NOTES (SAN DEGUITO WATER DISTRICT) F OR WORK TO BE DONE
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DANE ACCORDING To THESE
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO PLANS:
THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
STREET RIGHT -OF -WAY. WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE
ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT
OF SUBDIVISION 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY HYDRQSEED NOTES LEGEND: STREETS AND STANDARDS
REFERENCE DRAWINGS.
OF ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL S.D.C.
= SAN DIEGO COUNTY
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN S.D.W.D. = SAN
DEGGUITO WATER DISTRICT
CONSTRUCTION. (PUBLIC) DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY STREET IMPROVEMENTS S.D.P.
= SAN DIEGO PRECAST
THE DEVELOPER. E. HYDRQSEED. NO. ITEM & STD, DWG. SDRSD SYMBOL QTY S.D = D WINGS
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT . . . = L CA W T R I {?
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 1. Hydroseeding shall be
applied to all slopes that - - -- L.N.D. WASTE Q
PROJECT BOUNDARY. PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH are graded 6:1 (horizontal O INSTALL ROLLED
CURB (COLORED CONCRETE) G -4 -- 224 LF
GRADE OF STREET. to vertical) or steeper when they are: ESTIMATED QUANTITIES
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY a. Three feet or more in height in fill areas. `GJ INSTALL 6" AC DIKE
G -5 5 EA
4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. CUT 15 C.Y.*
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO b. Five feet or more in height in cut areas unless � INSTALL AC DRIVEWAY APRON
DS -7 � 2 EA FILL 15 C.Y.#
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER slope is not subject
to erosion due to the q> INSTALL 4" AC PAVEMENT OVER 6" CLASS TI AG BASE ) 1,300 SF EXPORT 0 C. Y.
BOX FOR EACH RESIDENTIAL LOT. erosion resistant character of the material as
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND approved by the City Engineer. 5 GRIND & OVERLAY EXISTING PAVEMENT r
- r - r - -,-- 545 SF # EARTHWORK QUANTITIES ARE ESTIMATED FOP PERMIT PURPOSES
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 2. Irrigation shall maintain
the moisture level of ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. the soil at the optimum level for
the growth of QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 7. INSTALL FIRE HYDRANTS 25FEET FROM FACE OF CURB, IF NO SIDEWALK the hydroseeded
growth. (�
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE 3. Hydroseeding mix
shall consist of all the SEWER & WATER IMPROVEMENTS SOILS ENGINEERS CERTIFICATE \J
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY CONSTRUCTED. following., LWD
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT a. Seed mix shall consist of no less than: N0. ITEM & STD. DWG. -ttW9
SYMBOL QTY T, S. MEHDI S. SMARIAT A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF
SHOWN ON THESE PLANS, B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER 1. 20 Ibs, per acre of rose clover
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MAIN. 2. 20 Ibs. Per acre of zorro fescue U(SE DDING) MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 3. 3 lbs. Per acre of E school cia californica INSTALL 4" SEWER
LATERAL -- -°-�S� 2 EA CONDITIONS PREVALENT WITHIN THIS S 3 MADE BY ME OR U D R� MY
9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY DIRECTION BETWEEN THE DATES AND _ ONE
TO BE DONE SHALL BE CONFIRMED 8Y FIELD MEASUREMENTS PRIOR 4. 4 Ibs. Per acre of achiilea millefolia
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE
OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY 5. 3 Ibs. Per acre of alyssum (carpet of snow)
INSTALL 1" WATER SERVICE LATERAL W 1 EA COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
WITH MY
RIGHTS -OF -WAY. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 6. 112 lb. Per acre of dimorpholeca n INSTALL B" SEWER MAIN S -11,
5 666 LF FACILITIES SUFFTCTENTLY AHEA D OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE 7. Items c, d, e,
and f of this subsection may _ FURTHERMORE, I HAVE REVIEWED THESE IMPROVEMENT PLANS AND CERTIFY THAT THE
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WA TER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, be omitted on locations
where the area being g> INSTALL SEWER MANHOLE -fir -� - 3 EA RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE ACTUAL LOCATION
OF EXISTING FACILITIES. CITY OF ENCINITAS RIGHTS-OF -WAY, PRIVATE EASEMENTS, AND THE hydroseeded is not visible from either a
BEEN INCORPORATED IN T .. MPROVEMENT PLANS AND SPECIFICATIONS.
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER public street or residential
structures.
( RESURFACING PER CITY OF ENCINITAS STD. DWG. 675 LF
LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER 8. Item a of this subsection must be inoulated SIGNED: m,
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES DISTRICT OFFICE. with a nitrogen fixing bacteria and applied
AND SHALL COORDINATE HIS WORK WITH COMPANY dry either by drilling or broadcasting
REPRESENTATIVES. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE before hydroseeding. EXISTING b 17
`i �
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN 9. All seed materials shall be transported to RCE NO.,
y No.een<
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN DEGUITO WATER DISTRICT'S SPECIFICATIONS. the jobsite in unopened containers with the
E 6
THIS PROJECT ARE "UNDERGROUND California Department of Food and LOT LINE EXP. DATE: 12�3i�ob
INSTALLATIONS ". FOR LOCATION OF 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION Agriculture certification tag attached to,or
ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE DEDICATION LINE
,
APPURTENANCES, CALL S.D.G.& E. FOR INSPECTION OF PROJECT. printed on said containers. FIRM: Vinje 6 Middleton
Engineering Inc.
TELEPHONE: 1 800 422 -4133 (DIG ALERT) 10. Non -htoxic wetting agents may be added EXISTING CONTOURS
t -
13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE to the e hy slurry at the discretion of PROPOSED CONTOURS _
ADDRESS: 2450 Vineyard Avenue, Suite 102
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO INSTALLATION. the contractor. Escondido, Californina 92029
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE b. Type 1 mulch applied at the rate of no CENTERLINE -
HIS WORK WITH COMPANY REPRESENTATIVES. 14. APPROVAL OF THIS PLAN BY SOWD DOES NOT CONSTITUTE A less than 2,000 lbs. Per acre.Type 6 mulch
PHONE: 760- 743 -1504
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE (straw) may be substituted, all or part, for EXISTING SEWER --S
-S -
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS EXISTENCE OR NON- EXISTENCE OF, ANY L#\0ERGROtM UTILITY, PIPE OR hydraulically applied fiber material.
When JOB NUMBER: #02 -264 -P
PROJECT BOUNDARY ARE "UNDERGROUND STRUCTURE WITHIN THE LIMITS OF PROJECT. straw is used it must be anchored to the EXISTING WATER
slope by mechanically punching no less than
INSTALLATIONS ". FOR LOCATION OF 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE 50% of the straw into the soil.
EXISTING EDGE OF PAVEMENT LEGAL DESCRIPTION A PORTION OF LOT 8, IN BLK '6" OF SOUTH COAST
CABLES AND APPURTENANCES CONTACT PARK ANNEX, IN THE COUNTY OF SAN DIEGO, STATE
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SMALL BE c. Fertilizer consisting of ammonium
PACIFIC BELL. OF CALIFORNIA, ACCORDING TO MAP THEREOF N0.1788,
FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS phosphate sulfate, 16 -20 -Q, with 15% sulfur
TELEPHONE, 1 800 422 -4133 (DIG ALERT) FILED IN THE OFFICE OF THE COUNTY RECORDER OF
WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON applied at the rate of 500 lbs. Per acre.
9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER 4. Areas to be hydroseeded shall
be prepared prior to DECLARATION OF RESPONSIBLE CHARGE SAN DIEGO COUNTY, JANUARY 11, 1924.
MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT, hydroseeding by:
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED a. Roughening the surface to be planted by any or Q pOFESSIO
N A.P.N.: 256- 253 -pe% Q
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SMALL HAVE AN a combination of.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOP THIS w0 A. p �!
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S 1. Track walking slopes steeper than 6:1. PROJECT. THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE 2 q F
10 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY 2. Ripping areas that will not
break up using DESIGN OF THE PROJECT AS DEFINED TN SECTION 6703 OF THE /< SITEADDRESS 385 FULVIA STREET
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT item 1 above. BUSINESS
AND PROFESSIONS CODE, AND THAT THE DESIGN IS co O ENCINITAS, CA 92024
APPURTENANCES CONTACT: TELEPHONE: 1- 800 - 422 -4133 EASEMENT, REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW P. Conditioning the soils
so that it is suitable CONSISTENT WITH CURRENT STANDARDS. w No. 29577 m
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE DEVICE ARE RESPONSIBILITY OF OWNER. for planting by: cc
Eq . 03/31/07 OWNERIPERMITTEEE THE HARWOOD GROUP
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 1. Adjusting the surface
soil moisture to T UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND C/0 ALLEN
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TO Provide a damp but not saturated
seed bed. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED A � � PO BOX 1 10 07
2. WO The addition of soil amendments, ph REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
QF J'T CIVIV• �'�� RANCHO SANTA FE, CA 92067
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER adjustment, leaching or covering
saline MY RESPONSIBILITIES FOP PROJECT DESIGN. 9 TF F pP
ENCINITAS. SERVICES. soils to provide viable conditions for OF CA PHONE: 760 - 735 -4481
12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 18, CONTRACTOR AND DEVELOPER IS RESPONSIBLE FOR RELOCATION OF ANY growth.
c/
RELOCATED OUTSIDE THE AREAS TO BE PAVED. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC.) Hydroseeded areas shall be maintained
to provide a � � � � // 3
THAT ARE AFFECTED BY THIS PROJECT.
vigorous growth until the project is permanently WAYNE PAF, RCE 29577 0A TE
13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 19. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS landscaped or, for
areas where hydroseeding is the
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A permanent landscaping, until the
project is completed OWNER'S CERTIFICATE
FIELD. MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION. and all security released. 12. ALL SEWER FACILITIES SHALL
BE INSTALLED IN DRY EXCAVATIONS
14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 20. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN ENO PIPE LENGTHS WASTE AND
TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
REFLECTIVE FACE OR EQUIVALENT. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED LEUCADIA 66iO4ili WATER DISTRICT
DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED THESE PLANS.
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS
15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. PIPE BETWEEN COUPLING. SAW CUT INTEGRAL BELL END OF STANDARD PIPE 1. APPROVAL
OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN PRIVATE ENGINEER OF WORK,
OR CONTRACTOR FROM AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 RESPONSIBILITY FOR THE
CORRECTION OF ERRORS AND OMISSIONS IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
O FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION DISCOVERED DURING OR AFTER CONSTRUCTION. SHALL BE SUBMITTED
TO THE DISTRICT ENGINEER FOR REVIEW ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL
AND APPROVAL, CONTRACTOR SHALL OBTAIN DEWATERING THE IMPROVEMENTS.
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE 2. ALL DESIGN, MATERIALS,
AND CONSTRUCTION WORK SHALL CONFORM 1 r* T%E PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO
WITH CITY OF ENCINITAS APPROVED HYDRQSEED MIXTURE. LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE LWD SEWER
STANDARDS THE SEWEP SHALL NOT BE ALLOWED. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT AND TO THE REQUIREMENTS
OF THE STANDARD SPECIFICATIONS FOR 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN PUBLIC WORKS CONSTRUCTION
(GREENBQOK) AND THE REGIONAL AFTER I SUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF
SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE WORK ZVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
17 ALL LUMINAIRES SHALL PROVIDE TRUE 90e CUTOFF, AND ALLOW REPRESENTATIVE. CONFLICT THE tWEB- SEWER STANDARDS GOVERN. RECORDS SEARCH
BY THE PRIVATE ENGINEER. TO THE BEST OF IRRES E TIVE AND INDEPENDENT OF A Y OTHER WORK ASSOCIATED WITH
�r1D THE PRIVATE ENGINEERS KNOWLEDGE, THERE ARE NO JECT '
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. THIS PA OR UNDER MY CONTRO
21. THE SUBJECT PROPERTY IS CURENTLY SERVED BY A 2" WATER 3, OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY EXISTING UTILITIES
EXCEPT THOSE SHOWN ON THE PLANS.
18 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION METER. UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALLY REQUIREMENTS SHALL BE
FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE METERED. PRIOR TO THE SALE OF ANY INDIVIDUAL LOT, THE OWNER TO PROTECTO
THE UTILITIES SHOWN ON THE PLANS AND OTHER
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR MAY DOWNSIZE THE EXISTING METER AND APPLY CREDIT TOWARD 4. THE CONTRACTOR SHALL
HAVE A COPY OF THE SEWER NOTES 2. & 3. EXISTING FACILITIES OR STRUCTURES NOT SHOWN. DOG tARW00D & EWI DA
E
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) INSTALLATION OF NEW METERS. ONCE A LOT IS SOLD, CAPACITY DOCUMENTS ON THE JOBSITE
AT ALL TIMES. TH H ARW GROUP
CREDIT CANNOT BE TRANSFERRED TO THAT LOT. ALL METERS THAT 14. APPROVAL OF THIS PLAN BY LVWD DOES NOT CONSTITUTE A
C/ W L
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT RECEIVE A CAPACITY CREDIT SHALL BE SECURED AND INSTALLED 5. THE CONTRACTOR
SHALL GUARANTEE ALL WORK FOR LIS ALLEN
PERIOD OF ONE REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR C/ 0 107
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF YEAR AFTER THE DATE OF
FINAL ACCEPTANCE BY LTWD AND SHALL_ THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND N H SANTA FE, C 92024
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. COMPLIANCE, THE OWNER SHALL PROVIDE THE SAN DIGGUITO REPAIR OR REPLACE ANY WORK THAT MAY
PROVE DEFECTIVE IN UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD
20 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METER. WITHOUT EXPENSE
WHATSOEVER TO LJWD 15, CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT "TN ti
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE PE-ESTABLISHED (BOO) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY Q
�� j NCH P�
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY.- CROSSINGS
SHALL BE POTHOLED PRIOR TO TRENCHING.
WAY. ANY COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. co�T
SURVEYOR. NEITHER THE PRIVATE ENGINEER NOT LQ'WD GUARANTEE THE ACCURACY � p� �A
OR COMPLETENESS OF THE SEWER QUANTITIES. 16, CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL,
21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT
D E
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" 7. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT SHOP LIMITED TO, TRENCH
SAFETY AND CONFINED SPACE ENTRY.
AND "W, RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES g7. SOILS REPORTS SHALL
BE SUBMITTED TO L WD BY A QUALIFIED
CURB. SATISFACTORY TO LWD. SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A B. PRIOR TO BEGINNING SEWER WORK, THE LeWD INSPECTOR SHALL BE
COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE
MANNER AND LOCATION APPROVED BY THE INSPECTOR. FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH WITH ON SITE EARTHWORK
SPECIFICATIONS AND THE LgWD
LCWD STANDARD SPEC SURVEY REQUIREMENTS. STANDARD SPEC.
21 ALL WORK
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