1999-6148 G (Plans) WORK TO BE DONE
GENERAL ROTES BE ACC
F PUBLIC W O R KS CONSTRUCTION(LATEST EDITION), N SPE
THE SAN DIEGO STANDARD
A. GENE SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE THE CONTRACTOR IS REQUIRED TO TAKE DUE F. EROSION CONTROL 3. AREAS TO BE
HYDROSEEDED SHALL BE PREPARED PRIOR TO CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
ROGER HYDROSEEDING BY: AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
CO NSTR U CTION, TY OI ITDESIG D THE SAN DIEGO AR EA OF UTILITIES CTOR'S RESPONSIBILITY TT THE C WORK S H . R MCFARLAND, (714) 724 -4372
1, ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR LEGEND
THE REGIONAL STANDARD DRAWINGS. ANY CHANGES OR FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL COMBINATIO
N OF
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. LOCATION OF UTILITIES AND NOTIFICATION OF SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
A. TRACK WALKING SLOPES STEEPER THAN 6:1 ITEM RSD SYMBOL QUANTITY
COMMENCEMENT OF WORK: ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID B. RIPPING AREAS THAT WILL NO BREAK UP USING
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS BEM W ABOVE.
PROPERTY LINE
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, A. SEWER - CARDIFF SANITATION DISTRICT EMINENT. 2. CONDITIONING THE SOILS SO
THAT IT IS SUITABLE FOR �- --- - 60 ---'"'
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. (760) 633 -2770 PLANTING BY: EXISTING CONTOURS
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE B. GAS & ELECTRIC - SAN DIEGO GAS A: ELECTRIC 3. DEVICES SHOWN ON PLANS SHALL NOT BE
MOVED OR PROVIDE A DAMP BUT NOT SATURATED SEED 4
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 1 -800- 422 -4133 MODIFIED WITHOUT APPROVAL OF THE ENGINEERING A• ADJUSTING THE SURFACE
SOIL MOISTURE FINISH CONTOURS
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT INSPECTOR. D BED. 5 4.75
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- (760) 753 -6466 B. THE ADDITION OF SOIL AMENDMENTS, PH PROPOSED
SPOT ELEVATION
SITE GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS _ _ _ _ _
E.
1- 800 -422 -4133 DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE TO PROVIDE VIABLE CONDITIONS FOR GROWTH. CUT SLOPE
(2:1) - _ _ _
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS CABLE TV - COX COMMUNICATIONS CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 4.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
_
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING (760) 599 -6060
FILL SLOPE (2:1) T_�_
GRADING OPERATIONS. ANYTHING DAMAGED OR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION VIGOROUS GROWTH UNTIL THE PROJECT IS
PERMANENTLY
DESTROYED SHALL BE REPLACED OR REPAIRED TO 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE EARTH SWALE -► -► -r.
CONDITION EXISTING PRIOR TO GRADING. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY PHONE 760 - 633 -2770. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. AND ALL SECURITY RELEASED.
EXISTING STORM DRAIN PER DWG 6147 -G
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 6. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE OWNER'S CERTIFICATE AC DOWNDRAIN D -22 B 1 EA
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A FOR INSPECTION. PHONE 760 - 633 -2770. ALL WORK NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE ONTO AREAS WHEN IMPOUNDED WATERS CREATE A
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST CONCRETE BROW DITCH D -75 �� 1840 L.F
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND
SUBJECT TO REJECTION AND REMOVAL HAZARDOUS CONDITION. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTMTY MAINTAIN
ALL SAFETY DEVICES, INCLUDING SHORING, AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE AND ADVISE ON THE COMPACTION AND STABILITY
OF THE SITE. PROPOSED SEWER MAIN PER CS -318 5
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL. D. GRADING APPROVED GRADING PLAN SHALL BE INCORPORATED
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A HEREON. PROPOSED
WATER MAIN PER OMWD SD- 001- 346 -07 w
LAWS AND REGULATIONS. QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE -�
SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST IGN LIRE DATE
PROPOSED SEWER LATERAL PER 6147 -G -$
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF AND COMPACTION OF FILLS AND BACKFILLS AND DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS OF EACH WORK DAY. NAME: ROGER MCFARLAND
PROPOSED WATER LATERAL PER OMWD SD- 001 - 346-07 ITV
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND REPORTS AS REQUIRED AND WILL DETERMINE THE
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL
BE IN ADDRESS: 18822 FLAGSTAFF LANE AC PAVING 4,050 SF
RECOGNIZED HOLIDAYS. GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE HUNTINGTON
BEACH, CA 92646
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PHONE: (714) 724 -4372
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - AND THAT IN HIS OPINION, ALL EMBANKMENTS AND PERCENT (40x). SILT AND OTHER DEBRIS SHALL
BE HYDROSEED . • . • . • . • . 12,149 SF
GRADING MEETING HIS BEEN HELD ONSITE WITH THE EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH REMOVED AFTER EACH RAINFALL •
•
FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL THE APPROVED GRADING PLANS AND THAT ALL SAND BAGS 1717
EA
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL
TO SOILS ENGINEER'S CERTIFICATE
PERMITTEE. THE PRE - GRADE MEETING SHALL BE THEIR INTENDED USE. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90X J�V I� $ A9LFR
NOTE: THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE 1 A REGISTERED CIVIL
ENGINEER IN THE STATE "` �' CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF HIS BID.
BY CALLING (760)633 -2770. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED STABILIZED WITH PUNCHED STRAW INSTALLED INS% L
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND p? r ,
9. UPON FINAL COMPLETION OF THE WORK UNDER THE PONDING OF WATER. HE SHALL CONTROL SURFACE WATER SEDIMENT CONTROL HANDBOOK OF THE STATE
OF SOILS MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE ;, R RECREATIONAL TRAIL NOTES
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO CALIFORNIA DEPARTMENT OF CONSERVATION.
SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR EI N "). 36`67 = 1. BRUSH, ROCKS, DEBRIS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM TRAIL.
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL UNDER MY DIRECTION BETWEEN THE DATES
ll- ZZ - q AND EXP.6 -3G TRAIL SURFACE SHALL BE COMPACTED TO MIN. 8091;. SURFACE TYPE SHALL BE NATIVE
CERTIFICATION SHALL BE PROVIDED STATING: MEASURES TO PREVENT EROSION OF FRESHLY GRADED ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
FROM THIS STUDY, \ SOIL OR DECOMPOSED GRANITE AS APPROVED BY THE CITY INSPECTOR.
"THE GRADING UNDER PERMIT NO. 6148 -G HAS BEEN AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND E HYDROSEED WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF `� � rvl�
t „ ;- v
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT
THE CITY ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING 2. MAXIMUM CUT SLOPE IS 2:1. MAXIMUM FILL SLOPE IS 2:1
THE APPROVED r.- ���_!_.�
ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
GRAD ING AS SHOWN ON THE RA OF TRAIL SHALL NOT EXCEED 2096.
ATTACHED AS- GRADED PLMI". 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED WHEN THEY ARE: 4. CROSS SECTION
OF TRAIL SHALL BE NOT LESS THAN 196 OR GREATER THAN 2%.
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND AND FILL SHALL BE PLACED IN ACCORDANCE WITH SOILS REP97D P E BEEN INCORPORATED
IN THE RED G` 5. VERTICAL CLEARANCE OF 12' SHALL BE MAINTAINED AT ALL POINTS.
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND A. THREE FEET OR MORE IN HEIGHT IN FILL
AREAS. GRADING 0 �E 6. PROVIDE WATER BARS PER CITY OF ENCINITAS TRAIL STANDARDS ON TRAILS WITH GRADES
GRADING OPERATION. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS t��G'
o�N �' �. ` 4 OF 7% OR GREATER. THE MINIMUM SPACING SHALL BE ONE WATER BAR FOR EVERY 5' RISE.
r
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE SIGNED: �� No. ty -5;
7. TRAIL MARKER: CARSONITE CIB -30fi6 -3066 BROWN fib" x 3.75 ", TO BE INSTALLED PER
10. SLOPE RATIOS: TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE EROSION RESISTANT CHARACTER OF THE MATERIAL AS 2
CERTIFIED MANUFACTURE'S SPECIFICATIONS.
CUT 2 :1 FOR ALL SLOPES 3 G' 7 6 ^ 3�- 0 V ENGINEERING
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE APPROVED BY THE CITY ENGINEER. RCE No.: DATE:
GEOLOG ' i! AVAILABLE FROM: CARSON INTERNATIONAL CORPORATION
FILL 2:1 FOR ALL SLOPES EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 0 AND 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE
11-30-00 10 BOB GIFFORD BLVD. cP
�Q
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL SIGNED: y
APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH
OF THE 1 1 6 , Q P.O. BOX 98
REVIEW OF A REPORT FROM A SOILS ENGINEER. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE HYDROSEEDED GROWTH. CEG No.: 3 EXP
DATE: ' 30 - A Q oo OF CA \F/ EARLY BRANCH, SC 29916 -0098
WITH SPECIFICATIONS. (808) 943 -9115 (800) 648 -7974
EXCAVATION: 8700 +/- CY* FILL- 21,400 +/- CY* ALL SIGN TEXT TO BE PREPARED ON PRESSURE SENSITIVE DECALS
USING WHITE REFLECTIVE
SHRINKAGE: 900 +/- CY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO 1. SEED MIX SHALL CONSIST OF NO LESS THAN DECLARATION
OF RESPONSIBLE CHARGE CENTURY SCHOOLBOOK LETTER STYLE ON BROWN BACKGROUND. NULL OR PROHIBITORY
WASTE: 0 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND A. 20 IBS. PER ACRE OF ROSE CLOVER
DECALS SHALL HAVE UNIVERSAL RED SLASH AND CIRCLE.
IMPORT: 13,600 +/- CY* FOR WASTE OR IMPORT AREAS. UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS I HEREBY DECLARE THAT I AM
THE ENGINEER OF WORK FOR THIS PROJECT.
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND B. 20 LOS PER ACRE OF ZORRO FESCUE THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE
RESOURCES ARE DISCOVFRFI} ON THE SITE OF THIS TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS fESS/ p,,'- 40' PRIVATE ROAD AND PUBLIC UTILITY EASEME
GRADING DURING GRADING OPERATIONS, SUCH LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA
CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. L Y�
OPERATIONS WILL CEASE IMMEDIATELY, AND THE ROOTS AND OTHER WASTE MATTER EXPOSED OR E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
y s
h Q. �
PERM= WILL NOTIFY THE DIRECTOR OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE F. 1/2 LB PER ACRE OF DIMORPHOLECA
r o 32' GRADED WIDTH
ENGINEERING OF THE DISCOVERY. GRADING TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED / I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
AND SPECIFICATIONS
OPERATIONS WILL NOT RECOMMENCE UNTIL THE OF. THE TOE AND TOP OF ALL SLOPES SHAH BE ROUNDED IN G. ITEMS C. D, E. AND F OF THIS SUBSECTION
BY THE CRY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES 0 4W 4' 4' 12' 12' 4 4'
'
MAY B E OMITTED ON LOCATIONS WHERE THE AREA NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR pf NO.
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM ACCORDANCE WITH THE GRADING ORDINANCE. BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER PROJECT
DESIGW
THE DIRECTOR OF ENGINEERING TO DO S0. . �' CI v 1` �� _
5. ALL TREES, BRUSH, GRAS'S, AND OTHER OBJECIIONABLE A PUBLIC STREET OR RESIDENTIAL STRUCTURES. lE o Z
6 ' 6 Z
*EARTHWORK QUANTITIES ARE ESTIMATED FOR MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED SAN
DIEG111T0 ENGINEERING, INC. 0 f C A` \ i J
4407 MANCHESTER AVENUE, SUITE 105 - 9- 00
PERMIT PURPOSES ONLY. (CALCULATED ON A DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY ENCINITAS CALIFORNIA 92024 BARRY L MUNSON RCE 40 DATE ?.• •N
THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT EITHER BY DRILLING OR BROADCASTING BEFORE
PHONE: (760)753 -5525 � 1 2% 0 0
DUE TO SHRINKAGE OR SWELL FACTORS) AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. HYDROSEEDING. N tit ��
I A ?x _ ?,•�
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED C
11. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO I. ALL SEED MATERIALS SHALL BE TRANSPORTED
TO THE
INVESTIGATION RANCHO DE MAYO SUBDMSION TRACT 88 -351 THE DISPOSAL OF ANY SUCH MATERIAL JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
RPL ENCINITAS, CALIFORNIA BY SOUTHERN CALIFORNIA SOIL dt DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION F0� �OP� w
ROLLED CURB
TESTING INC. AND UPDATE REPORT TITLED UPDATE REPORT 6. PRIOR TO HALING DIRT OR CONSTRUCTION MATERIALS TO TAG ATTACHED TO OR PRINTED ON SAID
CONTAINERS. MIN. 4 AC OVER I
PER SDRSD N0. G-4 0
CITY OF ENCINITAS TRACT NO. 98 -140 WILDFLOWER VALLEY DRIVE ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT 6" CLASTS'
II BASE
ENCINITAS, CALJFORNIA' PREPARED BY SOUTHERN CALIFORNIA THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL J. NON - PHYTO - TOXIC WETTING AGENTS MAY
BE ADDED TO SUMANN PER CITY OF ENCINTA„ C ( TYPICAL BOTH SIDES Z
SOIL AND TESTING, INC. SHALL BE CONSIDERED AS A PART OF FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE HYDROSEED SLURRY AT THE DISCRETION
OF THE } W ROAD ROAD STANDARDS �~ WA
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 3
PER OM14 DWG NO. STRUCTURAL
SE
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CONTRACTOR. G � - C
0 SD - 001 346 - 07 SECTION PER SOILS
SAID SPORT, REGARDS TO THE HAULING OPERATION. �P C DL o o R INVESTIGATIONS ('
�'Lcy 2 HO
B. ENVIRONMENTAL 2. TYPE 1 E APP LIED TMTYPEA PER CS -3 Z
6 MULCH (STRAW) WILDFLOWER VALLEY DRIVE (PRIVATE) Qf
F� � � � _
1. STEEPEST EXISTING SLOPE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN MAY BE SUBSTITUTED ALL OR PART FOR HYDRAULICALLY
LLJ
2. MAXIMUM VERTICAL DEPTHS: (A)C E. LANDSCAPING THAN 2000 LBS PER ACRE.
� ��� •� �`
3. A VERAGE DEPTHS: (A) CUT 18700 x 27) / 109900 2.1 FT ENGINEER PLANS SHALL CONFORM TO THE CITY OF = ' LILAC
SUMMIT PROPOSED PER 6147-G W
(B) FILL - (21,400 X 27) / 138000 = 4.2 FT. ENCINITAS GRADING ORDINANCE AND ALL ADOPTED BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING
JASMINE CREST 20' Z
C. NOTIFICATIONS LANDSCAPE AND IRRIGATION STANDARDS. NO LESS THAN 50X OF THE STRAW INTO THE SOIL T.I
= 5.0
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY F -. ENC/NIT NOT TO SCALE 18' 0
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE 2. FINISHED GRADING AND PLANTING SHALL BE 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
E� Cq�� �j' OF . � SITE 1' 1' 16' 1' 1� Z
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE
RATE OF NO OEL NO G : O S AN - DIE GO W
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED 500 LOS. PER ACRE 15X SULPHUR APPLIED AT THE
RTE G
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: BETWEEN OCTOBER 1 AND APRIL 15.
RATE OF 500 LBS. PER ACRE. 1 ? 0
VICINITY MAP ti� �' N LO
NOT -TO -SCALE LO
SAN DIEWITO ENGINEERING INC ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT CARDIFF SANITATION DISTRICT COMMUNITY DEVELOPMENT
DEPARTMENT "AS BUILT" Under round Service Alert 2" AC PAVING W
WATER WORKS APPROVAL
4407 MANCHESTER, SUITE 105 c Call: TOLL FREE TYPE E ASPHALT DIKE M
ENCINITAS, CA 92024 APPROVED BY: BOYLE ENGINEERING CORP. PER SDRSD N0. G -5 LO
PHONE: (760) 753 -5525 APPROVED DISTRICT'S CONSULTING ENGINEER APPROVED B fin. n� �: 1 -800 Z
I\
CIVIL ENGINEERING 9 PLANNING DATE: /- z Z000 DATE: � � d� BY. �. �_ � Z� DATE ,yy 422 -4133 TYPICAL
DRIVEWAY SECTION (n
LAND SURVEYING R.C.E. DATE JOB NUMBER DATE. RC EXP TVO WORKING DAYS BEFORE YOU DIG NOT TO SCALE
Q
W
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY SERVI DEPARTMENT APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z
I 5- EuILT •o
DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP z GRADING PLANS FOR:
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