2006-325 G (Plans) GRADING NOTES NOTIFICATIONS OMWD WATER NOTES A.P.N.:
1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 264-173-21
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL
LEGAL DESCRIPTION SITE
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS
AND DRAWINGS FOR THE ADDRESS
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER: CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL
AMENDMENTS ADOPTED PORTION OF BLOCK' 75 & 76, TOGETHER WITH THAT PORTION LONE JACK ROAD
PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A OF "H" STREET AS SAID STREET WAS VACATED AND CLOSED
ENCINITAS, CA
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY COPY OF THE STANDARD SPECIFICATIONS
ON THE JOB SITE AT ALL TIMES. TO PUBLIC USE AUGUST 28, 1924, ALL WITHIN THE COLONY OF
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 2. THE SUBMISSION AND REVIEW OF ALL
SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS OLIVENHAIN, IN THE CITY OF ENCINITAS, IN THE COUNTY OF
REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED
PRIOR TO SAN DIEGO, STATE OF CALIFORNIA, PEA MAP THEROF NO. 326 OWNERIPERM rIEE
RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. FILED IN THE OFFICE
OF THE COUNTY RECORDER F SAID
2. THE SOILS REPORT TITLED "PRELIMINARY EVALUATION CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO
EXISTING MAINS SHALL BE MADE DRY. COUNTY ON JULY 8, 1885. RON RIMMEA / RANDY RIMMER
1 . 73 ACRES NORTH AND WEST OF LONE JACK ROAD STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND THE TIME AND DURATION F ANY SHUTDOWNS
OF EXISTING MAINS SHALL BE SUBJECT 2611 SOUTH HIGHWAY 101, STE. 103
COMMUNITY OF NORTH ANHAIN, CITY OF ENCINITAS, SAN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF TO APPROVAL BY THE DISTRICT. DISTRICT
SHALL BE NOTIFIED TWO WEEKS MINIMUM IN CARDIFF, CA 92007
DIEGO COUNTY, CALIFORNIA " PREPARED BY GEOSOILS, WORK: ADVANCE OF ANY SHUTDOWN.
INCORPORATED DATED JULY 14, 2005. ALL GRADING 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOP HIGH-LINING
Q�L-+R'S (:.F;RTIFICATE NOTES:
SHALL BE DONE IN ACCORDANCE WITH THE A. SEWERS - CSD 533-2770 TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED
ON
RECOMMENDATIONS AND SPECIFICATIONS A MONDAY OR FRIDAY.
CONTAINED IN SAID REPORT Q nd a'h�. G5� reP�rt da�er� B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG AT.F-�T 5. CONTRACTOR SHALL REVIEW ALL
PROPOSED TRENCH WORK WITH CAL/OSHA. A IT I5 AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO ZONING: RR-2
CONTAIN 32 N S W.D• '1T98-A/SC COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE THESE PLANS. CASE
V 05-202 TPM/DR -
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF C. WATER - OMWD (800) 422-4133 - DIG ALERT SUBMITTED TO THE DISTRICT PRIOR
TO CONSTRUCTION. APPROVED AS PER PC RESOLUTION 2006-26 ON JUNE 1. ?006 -
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT 6. NO WORK MAY BEGIN OR PROCEED
WITHOUT DIRECTION F DISTRICT'S INSPECTOR. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS REGISTERED CIVIL
ENGINEER MAKE SUCH CHANn:EJ, ALTERATIONS OR ESTIMATED EARTHWORK QUANTITIES
L. CABLE TV - COX (800) 422-4133 - DIG A..ERT PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. ADDITIONS
TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN t 7
CONJUNCTION WITH IMPROVEMENT PLANS. . THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE APE NECESSARY FOR AND
DESIRABLE FOP THE PROPER COMPLETION OF 3, 900 CUBIC YARDS EXCAVATION (CUT)
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL
THE IMPROVEMENTS. 2, 150 CUBIC YARDS EMBANKMENT (FILL)
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR
TO ANY WORK BEING PERFORMED IN
GRADING. PHONE: (760) 633-2770. B. PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE. 800-227-2600) 1. 750 CUBIC YARDS
EXPORT
ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE I HEREBY CERTIF HAT A REGISTERED SOILS ENGINEER
OR * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRES 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR CROSSINGS, LINE PARALLELING,
OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED GEOLOGIST HAS FN OR WILL BE RETAINED TO SUPERVISE TRENCH VOLUME:, OR ANY OVEREXCAVA TION, IF
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. BEFORE ANY CONSTRUCTION BEGINS. OVER L GRADING ACTIVITY AND ADVISE OF
THE COMPACTION REQUIRED BY SITE CONDITIONS
INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED b
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS AND BILI
Y F THE SITE.
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. REJECTION AND REMOVAL. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE
ALL
PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. i APE CORRECT PRIOR TO COMMENCEMENT
OF WORK.
THAT 6. THE DEVELOPER SHALL BE RESPONSIBLE DESTROYEDY:,HALLMBETRER SOILS E'NGIlVEER'S CERTIFICATE 10 TOP OF FEPIPE PROFILE IS GRADES APE NOT 48-INCHES
BELOW HOENTERLINE OF FINISH GRADE PROFILE, STREET. l - � EARTHWORK QUANTITIES ARE ESTIMATED FOR i
BE T
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT N
RIMN / ANDY RIMMEA DATE PERMIT PURPOSES ONLY. (CALCULATED ON A
OR A LICENSED LAND SURVEYOR I, �Aw C W• S14CO . A REGISTERED CIVIL ENGINEER IN THE STATE OF COUPLINGS WITH 4 ' MAXIMUM DEFLECTION PER COUPLING
(2 ' PEA JOINT). NO BENDING LL�roNN THEORETICAL KASI5. ACTUAL QUANTITIES MAY VArTY
CALIFORNIA, PRINCIP LY DOING BUSINESS IN THE FIELD OF APPLIED SOIL (CURVING) OF PIPE SHALL BE PERMITTED. 261I1S $yTUCTION,
INC. DUE TO SHRINKAGE OR SWELL FACTORS)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 12. MANUAL AIR RELEASES
SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT 2611 CARDIFF, �MIIGHWAY 101, STE. 103
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CONDITIONS PREVALENT WITHIN T IS SITE WAS Y ME OR UNDER MY ALL LOW POINTS IN THE WATER MAIN
PROFILE. PLACE MANUAL AIR RELEASES AND CARDIFF, CA 92007 REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
RESPONSIBLE FORANDNFORMINGSTO ALL LOCAL, STATE AND DIRECTION THBETWEEN THE DATES
COMPILy D FROMD THIS 3STUDY, ONE WITH MPLETE BYODISTRICTS T REPRESENTATIVE. FIRECHYDRANTSNMAYUBE USED SIN LIEU WOF A MANUAL D AIR �NDERECDMPACT�O
NEDEPTHSOILS REPORT FOR REMOVAL I
REGULATIONS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS
APPROVED SEWER NOTES
ENGINEER, FURTHERMORE, I BY THE DISTRICTS REPRESENTATIVE.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE 13. INSTALL A MINIMUM 1-INCH
WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET (CARDIFF SANITATIONDISTRI LEGEND QUAlTITY
VTT_E OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT RE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT FROM A SIDE LOT LINE. A 314-INCH
HIGH LETTER "W" SHALL BE CHISELED IN TOP F EXISTING ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
CJNDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. HA VE BEEN IN MPPOPA TED IN G ING PLANS AND SPECIFICATIONS. CURB OR IMPRINTED IN NEW
CURB AT ALL WATER SERVICE CROSSINGS. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION),
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD THE FOLLOWING WATER FACILITIES SHALL BE CONSTRUCTED IN
SIGNE 0 THE DISTRICT'S PRIOR WRITTEN CONSENT. SPECIFICATIONS FOP PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE ACCORDANCE
WITH THESE PLANS AND THE CURRENT STANDARD
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PAEGRADING =` - 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES,
COMMERCIAL SAN DIEGO REGIONAL STANDARDS COMMITTEE). THE SAND DIEGO SPECIFICATIONS AND DRAWINGS OF THE OLIVENHAIN MUNICIPAL
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RCE NO. : '�7 B S 7 OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION
DEVICE ON REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING WATER DISTRICT (OMWD)
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, f CUSTOMERS SIDE OF WATER METER. SPECIAL PROVISIONS:
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING EXP. DATE: ! D'1 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE
WRITTEN DIMENSIONS 1
SHALL BE SCHEDULED WITH THE CITY AT LEAST 4R HOURS IN TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. . TRENCH WIDTH
SHALL BE PER SDRSD No.S-4 UNLESS OTHERWISE 1O INSTALL B" WATER MAIN OMWD E-3.1 _w_ 47O LF
ADVANCE BY CALLING (760) 633-2770. GEOSOILS, INC 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE NOTED.
5741 PALMER WAY TEE WHENEVER POSSIBLE. 2. PIPE AND BEDDING CONDITIONS.' 2O INSTALL 8" SEWER MAIN S
480 LF
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CARLSBAD, CA 92008 Ct-/off= 1B. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE
FIRE DISTRICT AND MEETING THE (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE j DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY ROCK
BENEATH T f PIPE. 3O INSTALL TYPE B-1 CURB INLET F0-1=
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE ENG JOB# 4798-A-SC THE FIRE DISTRICT. c
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER (760) 438-3155 Y'
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE a -`` 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT (8)
V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL
BE SAND, 4O INSTALL TYPE A-4 CLEANOUT c�
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING NOTES: 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE GRAVEL,
CRUSHED AGGREGATE, NATIVE FREE-DRAINING
OPERATION. 1 . OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL
BE USED GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER.
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO AS THE DESIGNATED WORKING PRESSURE
FOR TESTING ALL PIPE, VALVES (CLOSED) AND 5O INSTALL TYPE F CATCH BASIN O
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO APPURTENANCES. (C)
P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND 21. PIPELINES AND APPURTENANCES SHALL
BE DISINFECTED IN AL" WITH SECTION F PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 O PROPOSED 4" SEWER LATERAL FE,S SDRSD 5-13 3
PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 0325-G DOUBLE PERMIT FEES. IT IS THE AESPONSIBLIBITY OF THE 15041 OF THE OMWD STANDARD SPECIFICATIONS
PRIOR TO TIE-.' J OR CONNECTION TO VCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY
HAS BEEN PERFORMED iN SUBSTANTIAL CONFORMANCE WITH THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY EXISTING SYSTEM FACILITIES. BACTERIOLOGIC
QUALITY TEST R� ^ULTS.SHALL CONFORM WHERE PIPE INVEA7 GRADES ARE 1% OR GREATER. _� 3
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED LINE IS. TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. g O
PROPOSED 1" WATER SERVICE PER OMWD B-1.1 `J
3. AFTER COMPLETION OF T'ii � �A/1N��, ALL MAIN LINE SEWEk�,
AS-GRADED PLAN" . THIS STATEMENT SHALL BE FOLLOWED BY THE 2 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED 22. CONTRACT RECORD DRAWINGS MUST
BE SUBMITTED PRIOR TO FINAL ACCEPTANCE A SEWER SERVICE FTHE LS AND STRUCTURES SHALL BE TESTED IN U � 4
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION
THE PRE�F"+ E F THE INSPECTL '. AIR PRESSURE TEST SHALL BE 8 I.�TALL SEWER MANHOLE --�-_--
SUCH GRADING OPERATION. UNDERGROUND. AND ELEVATION F PIPES AND APPURTENANCES. USED UNLESS OTHERWISE DIRE 7Y THE INSPECTOR.
23. CONTRACTOR SHALL GUARANTEE ALL WORK EDP A PERIOD F ONE (1) YEAR AFTER THE 9O INSTALL 18" RCP 555
LF
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER DATE F ACCEPTANCE FOR THE
PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY 4. THE CONSTRUCTION F P.C.C. SEWER MANHOLES SHALL BE PER
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM iR ALL SUCH WORK, TOGETHER WITH ANY
OTHER WORK WHICH MAY BE DISPLACED IN SO SDRSD MONOLITHIC O POURED IN PLACE MANHOLE BASES SHALL BE A 10 PROPOSED 2" BLOW OFF ASSEMBLY PER OMWD A-1.1 1
SOILS ST THE STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS
WITHIN THE GNE MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR.
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CONVEYED TO AN APPROVED DRAINAGE FACILITY. YEAR PERIOD FROM THE DATE F ACCEPTANCE
WITHOUT EXPENSE WHATSOEVER TO iAE PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USF WITH 8-INCH 11 PROPOSED FH ASSEMBLY PER OMWD C-1-? -- 1
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. COLLECTOR
S, STEMS WITH INSPECTOR'S APPROVAL. _
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 4 5 THE CONSTRUCTION Or' 4-INCH SEWER LATERALS SHALL
do PER EROSION CONTOL MEASURES (E. G. BONDED FIBER MATRIX, 24. ALL VALVE BOX INSTALLATION FOP BURIED VALVES IN PUBLIC PAVFO STREET WITHIN THE 12
PROPOSED 2" MAR ASSEMBLY PER OMWD A-2.3 - -� 2
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED COUNTY F SAN TJIEGO SHALL ADHERE
TO THE COUNTY S REGIONAL 5TANJARD DRAWINGS .
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. NO. W-12A AND .V-12B FOR VALVE
WELL COVER AND VALVE WF _L FRAME AND ASSEMBLY. SDRSD NOS.S-13 AND S-14. LATERALS SHAD_ NOT DISCHARGE 13 INSTALL 8" GATE VALVE ® 1
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER 25. ALL IRRIGATION METERS SHALL
BE SERVED WITH RECYCLFD WATER UNLESS PREVIOUSLY DIRECTLY INTO MANHOLES.
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED APPROVED IN WRITING BY THE DISTRICT.
6. THE CONSTRUCTION OF CONCRETE ANCNiR WALLS SHALL BE PER 14 INSTALL 8" TEE - 1
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS OIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST SDRSD No.S-10,
TYPE A.
AND THAT ALL EMBANKMENTS AND EXCAVATIONS APE ACCEPTABLE FOFP 5 INSTALL 8" END CAP
THEIR INTENDED USE. ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED
WITH 42-INCH
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY ENVIRONMENTAL NOTES: MINIMUM COVER. INSTALL PCC DRIVEWAY APRON
� -
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED DEGRADATION DOWNSTREAM (E. G. CONCRETE OR STUCCO
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING WASHOUT AREAS, COVERED STORAGE AREAS FOR 1 . THE STEEPEST EXISTING SLOPE 1N THE
GRADED AREA IS 50%
B.
THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS PROPERTY BOUNDARY AND LATERALS SHALL BE SHOWN ON
ORIGINAL AS-BUILT PLANS, PROPOSED SETBACKS
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS (EXCLUDING ANY EXISTING MAN MADE SLOPES)
.
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE OVER A PERVIOUS SURFACE. PRIOR DESIGN ACCEPTANCE OF WORK.
)7TE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 8 FT AND THE MAXIMUM 9.
ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE n POSED CONTOURS 255-
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL VERTICAL HEIGHT OF FILL IS
12 FT DISTRICT ENGINEER IN WRITING PRIO'� TO ACCEPTANCE FOR _ ISTING CONTOURS - - - -
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND - PUBLIC USE. EXISTI
NG EASEMENT
INSTALLED. CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF 3. A, ) AVERAGE DEPTH = VOLUME OF CUT (C. F. ) 3. 8 ' 10.
FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL-
DRAIN, DRIVEWAY, AND STREET. OF CUT AREA OF CUT (S. F. ) LATION. EXISTING BUILDING FOOTPRINT f
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO RE FILLED AND 6 ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN B• ) AVERAGE DEPTH
= VOLUME OF FILL (C. F. ) = 3. 2 ' 11. THE CONTRACTOR SHALL NOTIFY THE DISTRILi7 FIELD OPERATIONS EXISTING SEWER CLEANOUT
FILL SHALL BE PLACED IN ACCORDANCE WITH STANJARD GUIDELINES FOR FUTURE SINGLE-FAMILY RESIDENTIAL OF FILL AREA OF FILL (S. F. ) DIVISION
48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE EXISTING SDG&E BOX
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT FJR INSPECTION
OF PROJECT. (760) 533-27;0.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) EXISTING
EDGE F PAVEMENT
o'JRFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ARE APPROVED AS PER PC RES. 2006-27. 12. CONTRACTOR
SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM STATEMENT OF ENGINEER OF WORK SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN
EXISTING CITY CENTERLINE
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO RIGHT OF WAY. EXISTING WATER MAIN
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 v THE UNDERSIGNED ENGINEER AGREES THAT THE WORN PERFORMED BY THE ENGINEER
13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL
OLIVENHAIN RD
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO n SITE SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF
THE WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE EXISTING SEWER MAIN
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT S ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY LIMITS OF WORK/GRADING W W
ACCORDANCE WITH SPECIFICATIONS. S PERFORMED HEREIN SMALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OR ALL SUCH WORK,
TOGETHER WITH ANY OTHER WORK WHICH
q'LJ REQUIRED BY THE CITY OF ENCINITAS. THE ENGIN,FER AGREES THAT ANY PLANCHECK OR MAY BE DISPLACED IN SO DOING, THAT MAY PROVE
DEFECTIVE IN C
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 1-5 a 9 REVIEW PERFOMED BY THE CITY OF ENCINITAS IN 1FS CAPACITY AS A PUBLIC
ENTITY WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD CUT/FILL LINE
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 3, FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERhINATION BY THE CITY