2004-9167 G (Plans) GRADEVG NOTES LEGAL DESCRIPTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PORTION OF LOT 6 IN BLOCK 'S" OF SOUTH COAST PARK ANNEX, IN
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA,
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ACCORDING TO MAP OF SAID TRACT FILED AS NO. 1788, IN THE
OFFICE
STANDARD DRAWINGS. ANY CHANGES DA REVISIONS THEREFROM OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, ON MARCH
29, 1924.
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION.
A.P.N.: 256 - 253 -12
2. THE SOILS REPORT TITLED "SOILS INVESTIGATION, PROPOSED T LOT BETWEEN
SINGLE FAMILY HYGEIA AVENUE, R ESI NITAS,CR,M0 PREPARED3BYN0 809 SITE ADDRESS
SOUTHLAND GEOTECHNICAL CONSULTANTS DATED SEPTEMBER 2, 2003 LWD SEWER NOTES SAN DIEGUITO WATER DISTRICT NOTES ENVIRONMEN NOTES:
VACANT LOT BETWEEN
AND THE UPDATE LETTER TITLED "GEOTECHNICAL UPDATE LETTER,
PROPOSED SINGLE- FAMILY RESIDENCE, VACANT LOT BETWEEN 773 AND 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 1. REVIEW OF THIS PLAN BY
SAN DIEGUITO WATER DISTRICT DOES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 55% 773 6 809 HYGEIA AVENUE
809 HYGEIA AVENUE, ENCINITAS, CALIFORNIA" SHALL BE CONSIDERED PRIVATE ENGINEER OF WORK OR CONTRACTOR FROM ENCINITAS,
CA 92024
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN RESPONSIBILITY FOR THE DISCOVERED DURING OR AFTER CONSTRUCTION CORRECT THE
EXISTENCE OR NON-EXISTENCE OFF, ION OF ERRORS AND OMISSIONS NOT CONSTITUTE REPRESENTATION AS TO THE , ANY
THE (EXCLUDING ANY EXISTING MAN MADE SLOPES)
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF, OWNERIPE E
CONTAINED IN SAID REPORT. . UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS
16.0 FT AND THE MAXIMUM
OF THIS PROJECT. VERTICAL HEIGHT OF FILL IS 13.4 FT
3. APPROVAL OF THIS - PLAN DOES NOT CONSTITUTE APPROVAL OF 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM
ENRIQUE BELTAAN
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS 2. ALL EXISTING FACILITIES, WHICH
MAY AFFECT FINAL DESIGN, 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) 3.47'
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR I.E., LINE PARALLELING OR PROPOSED
CONNECTION SHALL BE OF CUT AREA OF CUT (S. F.
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL FIELD VERIFIED. ALL EXISTING OR PROPOSED
UTILITY CROSSING -
CONJUNCTION WITH IMPROVEMENT PLANS. STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON B. A VERAGE DEPTH = VOLUME OF FILL (C.F.) = 2.80 ESTIMA TED EAR THWORK Q UANT=S
CONFLICT THE LWD SEWER IMPROVEMENT PLAINS. ELECTRICAL AND SEWER TO CROSS UNDER OF FILL AREA OF FILL (S. F. )
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE STANDARDS GOVERN. WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN
500 CUBIC YARDS EXCAVATION (CUT)
GRADING. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY DIEGUITO WATER DISTRICT. 0 CUBIC YARDS EMBANKMENT
(FILL)
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT 3_ CONTRACTOR AND OWNER ARE RESPONSIBLE
TO RELOCATE AND /OA SOL,S ENGBVEER'S CERTIFICATE 500 CUBIC YARDS EXCAVATION (EXPORT)
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. EXCEPTION. ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT
ANYTHING-DAMAGED OR DESTROYED SHALL BE REPLACED OR ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES METERS, VALVES, VALVE BOXES, ETC.)
WHICH IS AFFECTED BY I, G•'R. GOR'61�I A REGISTERED CIVIL ENGINEER IN THE STATE OF TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
4.
2 6 3. DOCUMENTS ON THE J COP AT ALL TIMES. THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL REQUIRED BY SITE CONDITIONS
.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR CURRENT WA TER AGENCIES' STANDARDS COMMITTEE (WASC) MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE ALL WORK FOR A PERIOD OF STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
5. THE CONTRACTOR SHALL GUARANTEE
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER ONE YEAR AFTER THE DATE RA FINAL ACCEPTANCE BY LWD AND SHALL BE UPGRADED TO CURRENT STANDARDS
AT THE OWNER'S DIRECTION BETWEEN THE DATES 8.8.0.3 AND 9 2 c3 . ONE COMPLETE ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
OR A LICENSED LAND SURVEYOR. SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE EXPENSE. COPY OF THE SOILS REPORT COMPILED FROM
THIS STUDY, WITH MY
IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
EARTHWORK QUANTITIES ARE ESTIMATED FOR
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT
SEPERA TION WHEN ENGINEER, ALONG WITH UPDATE LETTER DATED U-2- f FURTHERMORE, I PERMIT PURPOSES ONLY. (CALCULATED ON A
.
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE PARALLELING WATER SERVICES. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT
THE THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND I CONTRACTOR SHALL SECURE A RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT HAVE DUE TO SHRINKAGE OR SWELL FACTORS)
6. PROR TO BEGINNING SEWER WORK,
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND LWD PERMIT GIN ING SEWER WO K, SHALL PROVIDE A MINIMUM OF 5. MINIMUM HORIZONTAL SEPERA TION OF 10
-FEET REQUIRED BETWEEN BEEN INCORP TED IN THE G AD NG PLANS AND SPECIFICATIONS.
REGULATIONS. FIRE HYDRANTS AND SAN DIEGO GAS 6 ELECTRIC_ VAULTS. REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. SIGNED: DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
S. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS - afESS�o AND
RECOMPACTION DEPTHS.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT RCE NO.: o
Q�
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE_ , q!
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7. 30 A.M. REPRESENTATION OF THE ACCURACY OF THE LOCATION OF OR THE OF THE PARCEL THEY ARE SERVING.
Q� ` E5 R
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. EXISTENCE DA NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, EXP. DATE.
PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. y
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING NOTIFICATIONS SOUTHLAND GEOTECHNICAL CONSULTANTS 3�:•e2 z
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD 1238 GREENFIELD DRIVE,
SUITE A
PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. EL CAJON, CA 92021
GRADING CONTRACTOR AND PERMITTEE. THE PAEGRADE MEETING HA O NLY i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES (619)
442 -8022 l � Ci
BE DONE IN THE DIRECT PRESENCE
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 9• CONNECTIONS TO EXISTING SEWER PIPE H SHAL 0 L AND STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A o f c%% - \E el LEGEND
ADVANCE BY CALLING (760) 633 -2770. - OF T HE INSP ECTOR. NEW SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR FILE NO.
22677.01
SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN `�
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL ON THESE PLANS, HOWEVER:
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE UPSTREAM WORK EE THE LWD INSPECTOR, OR AS APPROVED 8Y
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE DISTRICT ENGINEER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY OWNER P S
CERTIFICATE PROPERTY BOUNDARY •
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO MEASURES TO PROTECT ANY EXISTING
UTILITIES OR STRUCTURES
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LOCATED AT THE WORK SITE. IT IS THE
CONTRACTOR'S PROPOSED SETBACKS - - - - -
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO IT IS AGREED THAT FIELD
CONDITIONS MAY REQUIRE CHANGES TO
OPERATION. LWD ON THE PLANS. CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR THESE PLANS. PROPOSED CONTOURS
- 255'
11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF IT IS FURTHER
AGREED THAT THE OWNER (DEVELOPER) SHAD HAVE A EXISTING CONTOURS j
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL EACH LATERAL LOCATION BY THE CONTRACTOR. WORK. REGISTERED CIVIL ENGINEER
MAKE SUCH CHANGES, ALTERATIONS OR
RELEASE OF SECURITY, AND - AS- GRADED CERTIFICATION SHALL BE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH PROPOSED EASEMENT
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9167 -G LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED A. SEWERS - LWD (760)
753 -0155 ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF - -
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE . THE IMPROVEMENTS
AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN CENTERLINE
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED B. GAS 6 ELECTRIC - SDG&E (800) 422 -4133 - DIG ALERT
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL
LOCATION JUST BELOW PAVING THE TAG OVER THE CUSTOMER
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES END OF THE LATERAL SHALL EXTEND ABOVE GARDE UNTIL C. WATER - SDWD (800) 422-4133
DIG ALERT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 21 FILL SLOPE MAX.
SUCH GRADING OPERATION. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT OVER ALL GRADING ACTIVITY
AND ADVISE OF THE COMPACTION
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED- OF CONNECTION. AND STABILITY OF THE SITE. 21 CUT
SLOPE MAX.
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. E. CABLE TV - COX (800)
422 - 4133 - DIG ALERT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS w w
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
, LIMITS OF GRADING
14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW S S dA0 14 j 0'
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PRESSURE AIR TESTED AND TELEVISED A T THE APPLICANT/ HOURS PRIOR TO BEGINNING ANY WORK
ON THIS PROJECT.
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL PHONE: (760) 633 -2770. ENRI
E IRAN DA T PROPOSED RETAINING WALL
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER 231 FOU SAT RD
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 3. THE CONTRACTOR SHALL GIVE 24
HOURS NOTICE ON CALLS FOR OCEANSIDE, CA 92054 DRAINAGE DIRECTION �---
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED (760) 802 -7073
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HA WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT TO PROPOSED AC PAVED TRENCH
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOP FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. REJECTION AND REMOVAL.
THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVA 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE
PROPOSED DRIVEWAY APRON PER G -14
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING TO EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW STATEMENT OFENGLVEER OF WORK
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR PLAIN
END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SHALL COMPLY
WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE EXISTING WATER MAIN - -- - v SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
SEWER. - ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS EXISTING
WATER MAII�L - -- -- - - - ., -�;_ -
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES- THAT ANY PLAN0-ECK
OR
INSTALLED. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS
A PUBLIC ENTITY PROPOSED WATER SERVICE W CC
UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY
THE CITY OF
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND PLUGGED AND BY- PASSED BY PUMPING DA PUMPER TRUCKS FOR ENCINITAS
OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, n
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH '�'- AND IT THEREFORE DOES
NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS PROPOSED SEWER LATERAL
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY E „ OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME w ' W AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES EXISTING EDGE OF PAVEMENT
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. � �
' r
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM s' LEUCADIA BLVD = FROM PROPERTY DAMAGE DA BODILY INJURY ARISING
SOLELY FROM THE NEGLIGENT ACTS, EXISTING WATER METER
ERRORS, OA OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 18. FOP CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR WITHIN THE
COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME s THE WORK
PERFORMED BY THE ENGINEER. EXISTING FENCE - x -- -
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER to < to
EXISTING POWER POLE
ACCORDANCE WITH SPECIFICATIONS. GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY c w L u
CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING (S) . THE o ED FULVIA < BY: W O l EXISTING
FIRE HYDRANT pOQ
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH AEPAIA COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN WAYNE
PA DAT
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED = z RCE Na.
577 EXISTING RETAINING WALL =- -- - - - -�
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PASCO ENGINEERING INC.
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PROPOSED AREA
DRAIN PER PLAN Q
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER PIPE, OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 535 N. COAST HIGHWAY
101
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE SOLANA BEACH CA, 92074 19 ESSIpNq PROPOSED STORkNATER
DRAINPIPE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE PE 1228
Q UO �� A. p
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN USED TO TIE -IN TO EXISTING VCP. FOP CONNECTION OR REPAIR OF
ACCORDANCE WITH THE GRADING ORDINANCE. PLAIN END-VCP TO VCP OR VCP TO - PVC, A ROMAC INDUSTRIES, INC. Ir S� yc PROPOSED
CONCRETE -
STYLE 501, DA APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING c o
1E. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MA TERIAL SHALL BE USED WITH A GASKET RANGE FOR EACH END OF THE w No.
29577 m PROPOSED BUILDING WALL PER
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT -
Exp. 03/31/07 ARCHITECTURE PLANS
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF JTv 11 i(�
q CI LANDSCAPE AREAS FOR BEST
�
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, Y l l lYl
OA` MANAGEMENT PRACTICES NOT
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS TO
BE MODIFIED WITHOUT A
SHALL BE TYPE 316 STAINLESS STEEL. (T. B. #1167 -E2) NTS PERMIT FROM THE CITY
PROPOSED STABILIZED ; :`; ::'• :' :;' ;; •.:.. ;':
LANDSCAPING CONSTRUCTION ENTRANCE
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL ENOD I'TAS FIRE PROTECTION DIST SAN DIEC3UPTO WATER DISTRICT PARKS & RECREATION LEUCADIA WASTEWATER
DISTRICT
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL REVIEWED BY R VIEWED BY. REV W BY: IC SEW A SYSTEM APPROVAL
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION -- d'Z- f 0T'� �. 64 Pe
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
ATE
�•Z L Q S PHEN L. DEM04 - DACE 26514
- D: D T DATE' y !� 2Ova
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SIGNATURE EXPIRES 2 YEARS AFTER DATE D A
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