2002-6993 G (Plans) WORK TO BE DONE GRADING OWNER'S CERTIFICATION HYDROSEED WORK TO BE DONE
GEN ERAL COCU
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD OR UNDER HIS /HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE BEEN
OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY, AND 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE MIENTS, CURRENT AT THE TIME
OF CONSTRUCTION. AS DIRECTED BY THE CITY
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND ADVISE ON THE
COMPACTION AND STABILITY OF THE SITE. ENGINEER.
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AHLRICH
HOMES, LLC B. FIVE FEET OR ORE IN HEIGHT IN CUT AREA A. THREE FEET OR MORE IN HIEONIT IN FILL ORES. 1. CITY OF ENCINiTAS STANDARDS
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE Z CITY OF ENCINITAS GRADING ORDINANCE
MORE UNLESS SLOPE IS NOT
APPROVED BY THE CITY ENGINEER PRiOR TO ANY REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT � �ea 2 SUBJECT
TO EROSION DUE TO THE EROSION RESISTANT CHARACTER 3. THIS SET OF PLANS
OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER ROBERT W. LAiNG, MANAGER DA OF THE MATERIAL AS APPROVED
BY THE CITY ENGINEER. 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
F 2. THE SOILS REPORT TITLED REPORT OF PREIIMMARY GEOTECHNIAL SUPERVISION AND THAT IN HIS/HER OPINIONN, ALL EMBANKMENTS WITH THE
5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS AND AS MAY BE MODIFIED
INVESTiGATiONN FOR 10-LOT SUBDIVISION. HIC:KORYHILL DRIVE ENCINITAS, APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS SOILS ENGINEER
CERTIFICATE Z IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE BY THE CITY OF ENCINITAS STANDARDS
CAL IFORNIA. PROJECT NO CWE 199,159.1. PREPARED BY CHRISTIAN WHEELS ARE ACCEPTABLE FOR THEIR INTENDED USE. OPTIMUM LEVEL FOR
THE GROWTH OF THE HYDROSEEDED GROWTH. 6. SOILS REPORT AND RECOMMENDATIONS BY CHRISTIAN WHEELER ENGINEER DATED
ENGINEERING. DATED MAY 7. 1999, SHALL BE CONSIDERED AS A PART OF I, CHARLES H. CHRISTIAN, A REGISTERED CIVIL ENGINEER IN THE STATE
OF CALIFORNIA, MAY 7, 1999.
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WiTH THE Z THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO AND I, CURTIS
R. BURDETT, REGISTERED GEOLOGIST, PRINCIPALLY DOING BUSINESS IN 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 7. LEUCADiA WATER DISTRICT
STANDARDS AND SPECIFICATIONS
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDNG OF WATER. HE /SHE SHALL THE FIELD OF APPLIED
SOiLMECHANICS, HEREBY CERTIFY THAT A SAMPLING AND 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS.
D CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
BY ME
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
AND TYPE OF DRAINAGE F NO NOR TI IMPROVEMENTS WITHIN STREET PREVENT FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO OR UNDER
MY DIRECTION BETWEEN THE DATES MARCH 1999 AND MAY 1999 .
A. 20 LBS. PER ACRE OF ROSE CLOVER
RIGHT -O WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE PT EROSION OF FRESHLY GRADED AREAS UNTiL SUCH TiME AS PERMANENT ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH B. 20 LBS. PER ACRE OF ZORRO FESCUE LEGEND STD. DWG.
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. MY RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OFFICE OF THE CITY
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND C. 3 LBS. PER ADZE OF E SCHOOL CIA CALIFORNICA
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS D. 4 LEIS PER ACRE OF ACHILLEA MILLEFOLIA °--- --320----- -
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND E.
3 LIDS. PER ACRE OF ALYSSUM (CARPET OF SNOW) EXISTING CONTOUR ELEVATION ................
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE F. 1/2 LB. PER ACRE OF DIMORPHOLECA
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT SPECIFlCATi(NNS. PROPERTY BOUNDARY ..........
.
CONTRACTOR FOR THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE r G. ITEMS C, D, E. AND F (N= THIS SUBSECTION
MAY BE � "
_
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
EXISTING CONCRETE CURB AND GUTTER .
1 �. OMITTED ON LOCATIONS WHERE THE AREA BEING ...._......._... _ ....
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND SIGNED
BY: DATE HYDROSEEDED IS NOT VISIBLE FROM ETHER A PUBLIC .. . ..... ...... - - - - - -- -
1 2 ....... .
TO GRADING. THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S CHARLES H. CHRISTIAN, R.G.E. 00215 STREET
OR RESIDENTIAL STRUCTURES.
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED
WITH A EXISTING CONCRETE CURB
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK ACCORDANCE WITH SPECIFICATIONS. SIGNED BY: : ` �/j / 0 L
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY 317
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABUSHED AND REPLACED DATE DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
PROPOSE) CONTOUR ELEVATiONN ............................ .
BY A REGISTERED CIVIL ENGINEER OR A LICENSE) LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
CUR11S R. BURDET , C.E.G. 1090 I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF CUT BANK SLOPE AS NOTED Z:1 MAX ...........
.
J(N3SIlE IN UNOPENED CONTAINERS WITH THE CALIFORNIA ( -
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED PLANTED AND TRIMMED AED
GF DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING �� Ol
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY pfESS/ ��5 R. e� O TAG ATTACHED T0, OR PRINTED
ON SAID CONTAINERS. FILL BANK (SLOPE AS NOTED) - " " . " " " " " . - 2:1 MAX ............
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR Q� ON,� Q 9�F cN J. NON -PHYTO -TOXIC WETTING AGENTS MAY
BE ADDED TO
AND REGULATIONS. Q�� �s N. cy lF v No loco � -� THE HYDROSEED SLURRY AT THE DISCRETION OF THE DAYLIGHT
LINE . ....... ... .............
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL ; �� `�; y�% C EN NEER N , CONTRACTOR.
C
8. GRADING AND EQUIPMENT OPERATING WITHI ONE ( %) MITE OF A SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE ca r �
� GEOL CUT AND FILL LINE . .............. " . " " . " .. " ........... � F
STRUCTURE FOR ,,
NR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE , v No. GE215 Z r„ 2. TYPE 1 MUL04 APPLIED AT THE RATE
OF NO LESS THAN 2,000
HOURS OF 5.30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY s Exp. 9 - 30 - 05 cs j moo- 10-02 LBS. PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED PAD 324.00
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJEC11 NNABLE MATERIAL SHALL BE ,k tt 9� ALL OR PART, FOR HYDRAULICALLY APPLIED
FIBER MATERIAL PAD ELEVATION ................ " ......... .
RECOGNIZED HOLIDAYS. COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE BEEN CLEARED WITH A '�
LEAVE THE AREAS THAT HA H
0TECNCP` OFCgt,
TO VE l -`°' WHEN STRAW IS USED IT MUST A 5 ED TO THE STRAW CONTRACTOR SO AS
IN GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS MECHANICALLY PUNCHING NO LESS THAN 5OX OF THE STRAW
INTO AC PAVING
9. NO GRAD
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL DECLAR OF
RESPONSIBLE CHARGE THE SOIL EXISTING ASPHALT CEMENT PAVEMENT .........................
SOILS OF LOCATION OF DEBRIS FILL SHALL S SECURED ANY THE SOILS ENGINEER
CIVIL ENGINEER, SLS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE
16 -20 -0,
PREGIRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUgi MATERIAL I, HEREBY
DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT; PROPOSED CONCRETE DRIVEWAY .. .. G-14A ............. .
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT WITH 15X SULPHUR APPLIED AT THE RATE OF 500
LBS. PER ACRE.
IN ADVANCE BY CALLING (760) 633 -2770. AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND
PR OPOSED CONCRE G-7 EROSION CONTROL THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS. AREAS TO BE HYDROSEEDI D SHALL BE PREPARED PRIOR TO
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED HYDROSEEDING BY: PROPOSED CONCRETE PAVEMENT
.................... • " `•:
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT R08ERT W LAiNG AT I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND SPEOFlCATiCNNS
PLANTED BY ANY O R A
PLA
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL (760) 802 -8591 (24 HOURS) BY THE CITY OF ENCINITAS IS CONFINED TO A
REVIEW ONLY AND DOES NOT 1. ROUGHENING THE SURFACE TO BE PROPOSED ASPHALT CEMENT PAVEMENT • • • • • - • • - - - • • - - • • - - • - - � - � � - • "
• �� "'
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT t�J
E S•sio y COMBINATION O F:
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE DESIGN. VA
PA
REQUIREMENTS
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE e v �, 2 A. TRACK WALKING SLOPES STEEPER THAN
6:1.
HAULING OPERATION. AT ALL TIMES DURING THE RAINY SEASON. ALL NEC MATERIALS SHALL rJ -(� Z `: o o n PROPOSED
A.C. DRIVEWAY SDRSD DS -
BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ' No. 32031 N m B. RIPPING AREA THAT WILL NOT BREAK
UP USING ITEM - A -
11. UPON! FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. JORGE H.
PALACIOS, R.C.E. 32031 DATE u 12/31/04 m m ABOVE. EXISTING SEWER MAN ....... ............................... .
TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS- EXPIRATION DATE: 12 -31 -04 ¢
GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER -- ... . .. . .. .... ..._._..._-
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE * � Z CONDITIONING THE SOILS SO THAT IT IS SUITABLE
FOR PLANTING BY: EXISTING SEWER LATERAL ..... ............................... �l
PERMIT NO. 6993 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH APPROVAL O F THE ENGINEERING INSPECTOR. sTF OF �F A . ADJUSTING
THE SURFACE SOIL MOISTURE M PROVIDE A DAMP EXISTING WATER MAIN y �
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED "AS- GRADED '
PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ESTIMATED
QUANTITIES: BUT NOT SATURATED SEED BED.
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF EXCAVATION:
1.000 C.Y. B. THE ADDITiONN OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING EXISTING FIRE HYDRANT ................... " ................. x
PRODUCING RAINFALL EMBANKMENT: 1,000 C.Y. OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR -
-- -- - - -- - - - - -"
EXPORT: 0 C.Y. GROWTH. EXISTING WATER LATERAL AND METER ..........................
5. THE CONTRACTOR SHALL INSTALL ADDITiONNAL EROSION CONTROL MEASURES AS HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE
A VIGOROUS - GrE
NOTIFICATIONS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS EXISTING OVERHEAD ELECTRICAL LINE ..........................
OPERATION OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. PERMIT PURPOSES ONLY AND ARE NOT TO BE WHERE HYDROSEEDING IS THE PERMANENT
LANDSCAPING, UNTiL THE
-- -- -- -- ----- ----
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND USED FOR FINAL PAY QUANTITIES PROJECT IS COMPLETED AND
ALL SECURITY RELEASED. EXISTING OVERHEAD TELEPHONE LINE .........................
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
__
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
EXISTING OVERHEAD CABLE TV LINE ...........................
FIr'� .. ........... . ...
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: WATERS CREATE A HAZARDOUS CONDITION.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU71ONNARY MEASURES TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SITE ADDRESS:
EXISTING GAS MAIN LINE . ... ............................... .
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SHALL BE INCORPORATED HEREON. 1357 AHLRICH AVENUE
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT THE FOLLOWING ENCINITAS, CA EXISTING STREET LIGHT ....
............................... .
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
EXISTING STORM DRAM PIPE ............................... .
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. p
COMMENCEMENT OF WORK OWNER INFORMATION 4, "".�{. 0 EXISTING SEWER MANHOLE ... ...............................
.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACID: AT THE EMPORARY
E END AHLRICH HOMES, LLC 'L "
SEWERS LEUCADIA WATER DISTRICT 760 753 -0155 OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST 2187 NEW CASTLE AVENUE, SUITE
101 BERM EXISTING STORM DRAIN CLEANO UT • . • . • .. • " . " . • • • • • • • • • • • • • .... � �
GAS do ELECTRIC S.O.G.&E. 800 422 -4133 EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED CARDIFF, CA 92007
WATER SAN DIEGIJiTO WATER DISTRICT 760 633 -2709 AFTER EACH RAINFALL TELEPHONE NO.: (760) 802 -8591 EXISTING
STORM DRAIN CURB INLET . - - - - - - - - - - - - - - - - . - - - - - - - -
TELEPHONE PACIFIC BELL 1 800 1 489 -3441 PAD ELEV. 1,45ex
CABLE TV COX CABLE (800 221 -4188 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
COVERAGE O F GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE 12 FINISHED GRADE EXISTING STORM DRAIN
CATCH BASIN WITH GRATE "
Z ENGINEER'S CONTRACTOR SHALL NOTIFY THE CITY ENGIN OFFICE 48 HOURS PRIOR TO SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE
VARIES
WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK (N' PRIVATE CATCH BASIN (BROOKS 3636 OR EQUAL)
................ FIE]
BEGINNING ANY WORK ON IRIS PROJECT. PHONE: (760) 633 -2770.
THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. EXISTING GROUND PRIVATE CATCH BASIN
(BROOKS 1212 OR EQUAL) .................
PHONE (760) 633 - 2770. ALL WORK PERFORMED WITHOUT BENEFIT OF \
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL PRIVATE STORM DRAIN (HDPE MiN. OR EQUAL) ......................
\ PRIVATE HEII[711 ZYPE'$' . . .............D -3'Li ...................
SECTION A -W REINFORCED CONCRETE DiTCH.......D- 75..•....... ....
TYPE S'
NO SCALE
(SEE SHEET 2 FOR LOCATION OF SECTION)
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MMXME ER P pFESSIp H ENGINEERING, INC A PORTION OF PARCEL 1 OF PARCEL MAP NO. 5410 IN THE CITY OF
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AV o N PAZ q� CIVIL ENGINEERINGNLAND PLANNING0SURVEYIN ENCINITAS, COUNTY OF SAN DIEGO, STATE (N: CALF(RNIA,
FILED IN THE
2c 4849 RONSON COURT, SUITE 105 LEUCADIA WATER DISTRICT SAN DE<AKO WATT DO ITHCT ENCWAS FIFE DEPARTMENT
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEOG COUNTY,
32031 N m SAN DIEGO, CA 92111 DES 30, 1976.
5 w� u 12/31/04 858 569 -7377 FAX (858 569 -0830 ASSESSOR PARCEL NUMBER: 259- 560-68 Z
1r \* ENGIN ER OF WORK: FILE CODE: BY f �J` BYl L13 BYl
VICINITY MAP t � + GA �FQP� y �� /0 -OZ 540-9813 STE N L. DEERING, R 26514 _ _
Z Z
NO SCALE J.H. PALACIOS, R.C.E. 32031 DATE DATE 7 I z6?r DATES - 7 / �oz DATE J I It Q 2
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED SIGNATURE EXPIRES 2 YEARS FROM DATE
SIGNED Z A 0
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT
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