2001-7041 G (Plans) Ld
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WORK TO BE DONE:
CITY OF ENCINITAS
P �
A. GENERAL GRADING
C. GRADING
1. ALL WORK 0
SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. HE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS GROENIGER RESIDENCE
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. HE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST HE
LEGM
CONSTRUCTION STANDARDS OF HE CITY OF ENCINITAS AND HE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND °/
ERRA
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 425 BRIDOON CE
THEREFROM SHALL BE APPROVED BY HE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE HE SUITABILITY OF ANY FILL MATERIAL. UPON SYMBOL ITEM
STD. DWG.
REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS m
2. THE SOILS REPORT TITLED "GEOTECHNICAL RECOMMENDATIONS, ADDITIONS TO OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN I EX
ISTING RIPRAP
Project site. o
425 BRIDOON TERRACE" PREPARED BY GEOTECHNICS, INC. DATED MARCH 2, 2001 ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS D.
o EXISTING CONTOUR N
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL AND EXCAVATIONS ARE ACCEPTABLE FOR HEIR INTENDED USE. SOILS ENGINEERS CERTIFICATE R
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO �N RD. 5
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
LEUCADIA BLVD a y EXISTING SPOT ELEVATION
I, /,�NlNDNy, .�}EGFq,17" A REGISTERED CIVIL ENGINEER IN HE STATE OP' 1 -o LONE �yF
J. APPROVAL OF HIS PLAN DOES NOT CONSTITUTE APP170VAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOIL EXISTING WALL
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO c, n
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL _ o �o
WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS CONDITIONS PREVALENT WITHIN HIS SITE WAS MADE
BY ME OR UNDER MY emu, a --------- ---------- EXISTING CURB
PLANS. ESE SHALL BE REQUIRED IN CONJUNCTION WIH IMPROVEMENT_ry PERMANI ,T :.DRAINAGE AND EROSION CONTROL -MEASURES HAVE BEEN t-=' - DIRECTION BETWEEN THE
DATES fIfg, 2e0! AND mop- .Zoo/ ONE
INSTALLED. COMPLETE COPY OF THE SOILS REPORT COMPILED FROM HIS STUDY, WITH MY 5 51 �E EXISTING BUILDING
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF HE-CITY ENGINEER.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL EZ
;;
FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT HE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO SHALL BE PLACED IN ACCORDANCE WI H THE SOILS REPORT. ALL RECOMMENDATIONS INCLUDED IN HE SOILS
REPORT FOR HIS PROJECT HAVE BEEN EXISTING TC ELEVATION
pR7F
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. AN VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS. Ro ' o NCI EXISTING STORM DRAIN
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. _ q S9
EXISTING PRIOR TO GRADING. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM k,, �� BFl9 Fy m BLVD
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF �� u>>' m t= a EXISTING EASEMENT
Cam/ ° - t 640333
6" AND THEN, COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE HE o
6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SIGNED: DA B 3 / - - EXISTING CATCH BASIN
CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE >Exp.,3- .
MARK WHICH IS DISTURBED OR DESTROYED SHALL LI REESTABLISHED. AND FILL IN STRICT ACCORDANCE KITH SPECIFICATIONS.
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
4. CUT AND RCE NO.: �/0� 3 EXP. DATE: 3°3/ 0� qP ti°P�,� VICINITY MAP EXISTING CURB OUTLET
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE Fcw SCALE
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES NO
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AS DIRECTED BY HE ENGINEER OF WORK AND LEFT SHAPED,
A PEA AND ORDERLY THOMAS BROS. PGS. 1147 & 1148 fr n
AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
DECLARATION OF RESPONSIBLE CHARGE
,ms _ a � EXISTING FINISH FLOOR ELEVATION
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED HYDROSEED
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES I HEREBY DECLARE THAT 1 AM THE ENGINEER
OF WORK FOR HIS PROJECT,
THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS SHALL BE ROUNDED IN ACCORDANCE WIH THE GRADING ORDINANCE. THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THE CUT SLOPE (2.1 MAX)
AND CITY RECOGNIZED HOLIDAYS PROJECT AS DEFINED IN SECTION 6703 OF ihE BUSINESS AND PROFESSIONS
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6: 1
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL CODE, AND THAT THE DESIGN IS CONSISTENT WITh CURRENT STANDARDS. (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY ARE. - FILL SLOPE (2.1 MAX)
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE a. THREE
FEET OR MORE IN HEIGHT IN FILL AREAS.
HAS BEEN HELD ON-SITE WIH THE FOLLOWING PEOPLE PRESENT. CONTRACTOR SO AS TO LEAVE HE AREAS THAT HAVE BEEN CLEARED WITH A 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
AND SPECIFICATIONS
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL BY THE CITY OF ENCINITAS IS CONFINED
TO A REVIEW ONLY AND DOES NOT PROPOSED CONCRETE MOW STRIP
b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT
AND PERMITTEE. HE PREGRADE MEETING SHALL BE SCHEDULED WITH HE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER RELIEVE ME, AS ENGINEER OF
WORK, OF MY RESPONSIBILITIES FOR PROJECT
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER PROPOSED
BUILDING
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. DESIGN. OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING QROEESS/0N9! PROPERTY LINE
PROPOSED CONSTRUCTION SITE WIHIN THIS PROJECT THE DEVELOPER SHALL Partners, Planning and Engineering �`o o�0 y9 2. IRRIGATION SHALL MAINTAIN
THE MOISTURE LEVEL OF THE SOIL AT THE
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH 9988 Hibert Street, Suite 212 _�
Q� yy z OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. _ DAriiTE LINE
PROPOSED HAUL ROUTE. HE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE J.
HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: - -
San Diego, CA. 92131 w No. 50940 m
AND REQUIREMENTS HE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND Exp, 9-30-0.5 a
1.D%
HAULING OPERATION. IRRIGATION STANDARDS. Ph. (858) 6)95-3344 �' '� � PROPOSED GRADIENT
Fax: (858) 695-3117 sl9 j 1 V 1 V 4o�a�� 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES f OF C N0 -
i PROPOSED CONTOUR
BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED a.
20 LBS. PER ACRE OF ROSE CLOVER
AN ----- PROPOSED 10' PVC S DR. D-60
UNDER PERMIT DNO. 56715-GO ASH EENBPERFORMED INT SUBSTANTIAL GRADING BETWEEN OCTOBER 1 AND APRIL 15. T.SIGNED:
6hw DATE: l o I-o b. 20 LBS. PER ACRE OF ZORRO FESCUE -
CONFORMANCE WITH HE APPROVED GRADING PLAN OR AS SHOWN ON HE ANDREW J.6kANN
�{-- PROPOSED 127x12" NDS CATCH BASIN
ATTACHED AS-GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E. EROSION CONTROL c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING PROPOSED CURB OUTLET D-25
OPERATION. I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT GROENIGER AT RCE NO.: R.C.E. 50940 EXP. DATE: 9-30-05 d. 4 LBS.
PER ACRE OF ACHILLEA MILLEFOLIA
(858) 759-8620, e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) 0000000 SANDBAGS
B. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
f 112 LB. PER ACRE OF DIMORPHOLECA - o o - SILT FENCE
I. H
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY OWNER'S CERTIFICATE F _ CUT/FILL LINE
E EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO g. ITEMS C, D, E,
AND F OF THIS SUBSECTION MAY BE OMITTED ON C
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS LOCATIONS WHERE
THE AREA BEING HYDROSEEDED IS NOT VISIBLE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO IMMINENT. 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST FROM EITHER
A PUBLIC STREET OR RESIDENTIAL STRUCTURES. T PROPOSED TOP OF WALL ELEVATION
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY h. ITEM "A° OF THIS SUBSECTION MUST BE INOCULATED WITH
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY P 224 PROPOSED TOP OF PAVEMENT ELEVATION
SITE. IT IS HE CONTRACTORS RESPONSIBILITY TO CONTACT HE
DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO /� FS
200.00 PROPOSED FINISH SURFACE ELEVATION
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTION OF HE CITY ENGINEER AFTER EACH C`� ""l " II i.
ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN s�"�
SIGNED: DATE: UNOPENED CONTAINERS KITH THE CALIFORNIA DEPARTMENT OF
NOTIFICATION OF COMMENCEMENT OF WORK. RUN-OFF PRODUCING RAINFALL. FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR FG Z00.00
PRINTED ON SAID CONTAINERS. PROPOSED FINISH GRADE ELEVATION
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
91
A. SEWERS - 633-2780 CARDIFF SANITATION DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETED D j. NON-PHYTO-TOXIC
WETTING AGENTS MAY BE ADDED TO THE PROPOSED GRASS-LINED EARTHEN
B. GAS & ELECTRIC - (800) 422-4133 SDG&E.
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. OWNER OG PERMIT TEE: HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
SWALE & FLOW DIRECTION
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY TYPE 1 MULCH APPLIED AT HE RATE OF NO LESS THAN 2,000 LBS. PER ACRE.
b b b PROPOSED BROW DITCH D-75
C. WATER - 753-6466 O.M.W.D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 425 BRIDOON TERRACE 2. TYPE 6 MULCH
D. TELEPHONE (800) 422-4133 - PACIFIC BELL WATERS CREATE A HAZARDOUS CONDITION. ENCINITAS,TN: COTTAGROENIGER HYDRAULICALLY APPLIED FIBER
MATERIAL. WHEN STRAW SR USED/T MUST BE KEYSTONE RETAINING WALL
7. ALL EROSION CONTROL MEASURES PROVIDED PER HE APPROVED GRADING PLAN W. #• (760) 471-3600 Ext. 104 ANCHORED TO THE SLOPE BY MECHANICALLY
PUNCHING NO LESS THAN 50% OF PROPOSED AC PAVEMENT E CABLE TV - (800) 422-4133 - DANIELS CABLE. SHALL BE INCORPORATED HEREON. HM. J. (858) 759-8620
THE STRAW INTO THE SOIL.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0,
WITH a PROPOSED CONCRETE PAVING
15% SULFUR APPLIED AT HE RATE OF 500 LBS. PER ACRE.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SI TE ADDRESS: PROPOSED
HYDROSEED
PRIOR TO BEGINNING ANY WORK ON HIS PROJECT. PHONE(760) 633-2770.
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT APN:
INSPECTION. PHONE(760) 633-2770. ALL WORK PERFORMED WITHOUT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY AREAS TO
BE HYDROSEEDED SHALL BE PREPARED PRIOR TO H�IDROSEEDING BY.° y v ARdpOSt Q [ G osc4/�i✓G
FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL 264-391-19
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND .REMOVAL. BE REMOVED AFTER EACH
RAINFALL. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. PIzcPO5Eti IY7AfNING WALL C-46<EVSToNf)
425 BRIDOON TERRACE j N
ENCINITAS, CA 92103 a. TRACK WALKING SLOPES STEEPER THAN 6:L
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE /� PROYv5Ef1 :GEFn1L0ALl sC�TrA��
INSTALLED IN ACCORDANCE KITH ECTION 3590 3 OF EROSION AND 2. AREAS THAT
SOILS SO KILL
HA USING
OR ITEM
PLANTING B�
NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
ENVIRONMENTAL DATA. LEGAL DESCRIPTION. T M M
SEDIMENT CONTROL HANDBOOK OF HE STATE OF CALIFORNIA DEPARTMENT OF
CONSERVATION. a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVDE DAMP BUT RfCORO OR14w�aC ��; a e
1 STEEPEST EXISTING NATURAL SLOPE ON-SITE = 50% LOT 31 OF CITY OF ENCINITAS TRACT NO. 4400, MAP NO. 12780
NOT SATURATED SEEDBED.
IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA h
2) MAXIMUM VERTICAL DEPTH OF CUT = 10.0' b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING �.�/®
3) MAXIMUM VERTICAL DEPTH OF FILL = 4.0' * EARTHWORK: OROWTH RING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR QREAITC
MdORE l�4TE a r x
at� TYw
CUT= 1,700 C.Y. Rc.-59/2/ &XP. 6-30-07 -
4) AVERAGE DEPTH OF CUT = 1,700 C.Y.(27)115,250 S.F. = 3.0' FILL = 1,700 C.Y. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE
A VIGOROUS
EXPORT= 0 C.Y. GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS �� .�
5) AVERAGE DEPTH OF FILL = 1,700 C.Y.(27)/39,560 S.F. = 1.2' COMMUNITY SERVICES OLIVENHAIN MUNICIPAL ENCINITAS FIRE DEPARTMENT
IS HYTED EEDNG ISS THE PERMANENT
RELEASED°LANDSCAPING, UNTIL THE PROJECT C BUILT �* EARHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL
BASIS AND
WATER DISTRICT J r`
ARE U71LIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL D A TC: $y 44 b�D
QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND/OR
SWELLING FACTOR (�/l�l �!/V 7�
S l��'�� �.(o.D I �� � �� �''I W
APPROVED BY: DATE A PRO BY° DATE APPROVED BY. DATE �'d st
DESIGNED BY DRAWN BY CHECKED BY y �
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING N0. �I ti
L REVISED LEUEhJfj 7/7t 103 SAN DIEGO COUNTY BENCHMARK #O.C. U PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED
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t L S -i o8 1So 0073-CHIS. SQ. IN TOP OF HEADWALL LOCATED /%"��/ GRADING AND EROSION CONTROL PLANS FOR:
_
DATE: 't�l-O/
IN THE S.W. CORNER OF EL CAMINO DEL NORTE HORIZONTAL AS NOTED GROENIGER RESIDENCE 7041®G
& RANCHO SANTA FE RD. RECORDED FROM R.C.E. NO. :601 Q BY. BY.
COUNTY OF SAN DIEGO VERTICAL CONTROL.
EL.= 119.476 DATUM: U.S.C. & G.S.
VERTICAL N/A APPROVED BY. 9-30-05 DATE. 11 i 2
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PRELIMINARY PAVEMENT SECTION A� H1-
NOTE. NO SCALE
SECTION SHOWN IS PRELIMINARY ONLY. CONTRACTOR / y INDICATED ONE LANE
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SHALL COORDINATE WITH THE SOILS ENGINEER TO DETERMINE �" W
h1�/�/ � � rGSe1•� �,
FINAL PAVEMENT SECTION DURING CONSTRUCTION. '
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OWNER SHALL RETAIN A SOILS ENGINEER TO PERFORM THE /'
REQUIRED SOIL TESTING DURING CONSTRUCTION ACTIVITIES / 7� w V 89,8 �o
AND AS-GRADED REPORTS. � ; /� ���, y $� 4�
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RREM7- C• MOORE DATE �J
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GRAPHIC SCALE AS — BUILT
REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DRAWN BY CHECKED BY
BENCH MARK SCALE APPROVALS CITY OFENaWAS ENGINEERING DEPARTMENT DRAWING NO.
i A5 O W4LL5 FLfVA71pN5 S1 GTION 1, no SAN DIEGO COUNTY BENCHMARK #O.C. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED
U/LTS GRADING PLANS FOR:
b'I •0 'I 0073-CHIS. SQ. IN TOP OF HEADWALL LOCATED �1 �-01
IN THE S.W. CORNER OF EL CAMINO DEL NORTE HORIZONTAL
AS NOTED �, R.C.E. N0.��Dg4o GROENIGER RESIDENCE 7041-G
& RANCHO SANTA FE RD. RECORDED FROM BY. BY.
COUNTY OF SAN DIEGO VERTICAL CONTROL. 9-30-05 DATE: 11 a SHEET 2 of ,3
EL.= 119.476 DATUM: U.S.C. & G.S. VERTICAL NIA ANDREW J. KANN EXP. T.2 Z/ �� �9 �/ WORK PROJECT N0. \
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SCALE 1 " = 20' 18
ADDITIONAL NOTES �q
1 . JUTE MATTING, HYDROSEEDING, OR
20 0 20 60 APPROVED EQUIVILENT TO BE INSTALLED NOTE: LOWER BAG ROW TO BE
ON ALL EXPOSED SLOPES BURIED 6 UNDER GRADE.
GRAPHIC SCALE ENCINITAS FIRE DEPARTMENT
2. TOPS OF ALL SLOPES TO BE DIKED OR
TRENCHED TO PREVENT WATER FROM
FLOWING OVER THE CREST OF SLOPES. TEMPORARY SAND BAG I�
CHECK DAM w
NO SCALE
APPROVED BY.• DATE
DESIGNED BY DRAWN B D BY
REVISIONS APPROVED DarE REFERENCES DaTE BENCH MARK SCALE APPROVALS CITY OFENOWAS ENGINEERING
DEPARTMENT DRAWING NO.
SAN DIEGO COUNTY BENCHMARK #D.C. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL PLANS FOR.
0073-CHIS. SQ. IN TOP OF HEADWALL LOCATED DATE: J-01-0 /1 CA' RESIDENCE
IN THE S.W. CORNER OF EL CAMINO DEL NORTE HORIZONTAL AS NOTED GROENIGER RESI®ENC 7041®G
& RANCHO SANTA FE RD. RECORDED FROM R.C.E. NO : 5090 BY, BY.•
COUNTY OF SAN DIEGO VERTICAL CONTROL NSA ANDREW d ANN EXP 9, 30-05 DATE: II�Z7/al
EL.= 119.476 DATUM: U.S.C. & G.S. VERTICAL WORK PROJECT NO. SHEET 3 OF 3
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