2002-7447 G (Plans) GENERAL NOTES GRADING (CONT.) HYDROSBED CONT.
i. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, ( ) LEGEND LEGAL DESCRIPTTON LOT 3, 8LK G
OF SOUTH COAST PARK ANNEX.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 4 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 2. TYPE 1 MULCH APPLIED AT THE
RATE OF NO LESS THAN IN THE COUNTY OF SAN DIEGO, STATE OF
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 2,000 lbs. PER ACRE. TYPE 6
MULCH (STRAW) MAY BE SDRSD =SAN DIEGO REGIONAL STANDARD DRAWINGS CALIFORNIA, ACCORDING TO THE MAP
LEUCADIA COUNTY WATER DISTRICT (SEWER) STANDARD SPECIFICATIONS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED SOWD =SAN DIEGUITO WATER DISTRICT THEREOF NO. 1788 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE SHALL BE SHAPED. PLANTEO. AND TRIMMED AS DIRECTED BY
COUNTY, MARCH 29TH. 1924.
CITY ENGINEER PRIOR TO ANY REQUEST FOB INSPECTION. THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY TO THE SLOPE BY MECHANICALLY PUNCHING NO
LESS THAN SOX ITEM S YM B OL QUANTTITY
CONDITION. ALL STONES, ROOTS. AND OTHER WASTE MATTER OF THE STRAW INTO THE SOIL.
254 - 400 -09
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE
SULFATE. PROPERTY BOUNDARY
FOR RESIDENTIAL SUBDIVISION, 1254 URNANIA AVENUE ", PREPARED BY ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND 16 -20 -0. WITH 15% SULPHUR
APPLIED AT THE RATE OF SITE ADDRESS STREET: 1254 URANIA AVENUE
ROBERT PRATER ASSOCIATES DATED JANUARY 2002, DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE 500 lbs. PER ACRE. EXIST. CONTOURS
CITY: ENCINITAS. CA 92024
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL ROUNDED IN ACCORDANCE WITH GRADING ORDINANCE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED
PRIOR TO
GRADING SHALL BE DONE IN ACCORDANCE WITH THE BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL HYDROSEEDING BY: PROP. CONTOURS
255 Q E NAME: MR. ALAN FAITZ
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 5. ALL TREES, EXIST. EDGE OF PAVEMENT STREET: 1254
URANIA AVENUE
SHALL BE COLLECTED, PILED, OR OTHERWISE DISPOSED OF OFF 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
CITY: ENCINITAS,CA 92024
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE COMBINATION OF: EXIST.
SEWER & MANHOLE
a. TRACK WALKING SLOPES S TEEPER
IMPROVEMENTS WITHIN STREET RIGH -OF -WAYS. SEPARATE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF R THAN 6: 1. EXIST. POWER
POLE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND b. RIPPING AREAS THAT WILL NOT BREAK
UP USING ITEM "a" OWNER'S CERTIFICATE
CONJUNCTION WITH IMPROVEMENT PLANS. CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ABOVE. CENTERLINE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 2. CONDITIONING THE SOILS SO THAT IT SUITABLE FOR
GEOLOGIST HAS BEEN OA WILL BE RETAINED TO SUPERVISE OVER
GRADING. PLANTING BY: PROPOSED SITE WALL PER ARCH DWGS.
EROSIONCONTROL LL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED a. ADJUSTING THE SUR 1. IN FACE SOIL MOISTURE TO
PROVIDE A DRAINAGE SWALE /DIF�ECTION (MIN 1%) _____ __ -___� STABILITY OF THE SITE.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. CASE EMERGENCY WORK IS AEOUIRED, CONTACT ALAN DAMP. BUT NOT SATURATED SEED BED.
Q�
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR FRITZ. 24 HOURS AT (760) 801 -4557. b. THE ADDITION OF SOILS AMENDMENTS, ph ADJUSTMENT,
12 X12" AREA DRAIN 0 '1 EA
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE - A - -
-
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE CONDITIONS FOR GROWTH. 24'x24" BROOKS BOX El Z EA NAME:
MR. AL AN
L FAIT DATE
6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT AVAILABLE AT ALL TIMES DUPING THE RAINY SEASON. ALL
STREET: 1254 URANIA AVENUE
DA BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT VIGOROUS GROWTH AREAS SHALL BE MAINTAINED
TO PROVIDE A PR0P0 p AC PAVEMENT (DRIVEWAY) 5300 SF CITY: ENCINITAS. CA 92024
V
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION VIGOROUS GROWTH UNTIL THE PROJECT IS PE I TL
Y
ENGINEER OR A LICENSED LAND SURVEYOR. OF TEMPORARY DEVICES WHEN PAIN IS IMMINENT. LANDSCAPED OR, FOR AREAS WHERE HYDROSES THE
PERMANENT LANDSCAPING, UNTIL THE PROJECCT T IS COMPLETED PROPOSED MASONRY RET. WALL PER SORSO C -3 350 SF DECLARATION
OF RESPONSIBLE CHARGE
IS
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED AND ALL SECURITY RELEASED.
6" PVC - - - - - 545 LF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. PROJECT,
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER
FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND PROPOSED RIP -RAP ENERGY DISSIPATOR ' 4 CY THE DESIGN
OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
HEALTH STANDARDS, LAWS, AND REGULATIONS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL BUSINESS AND PROFESSIONS
CODE. AND THAT THE DESIGN IS
DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE PROPOSED AC DRIVEWAY APRON PEA DS -7 zl__ z�_N 2 EA CONSISTENT
WITH CURRENT STANDARDS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PROPOSED 6" AC BERM
PER G -5 (OR EQUAL) 530 LF I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY ENCINITAS IS CONFINED TO A
CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7:30 A.M. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO REVIEW
ONLY AND DOES NOT REL ME, AS ENGINEER OF WORK,
NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. AN INCOMPLETE GRADING OPERATION DA UNFORESEEN
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CIRCUMSTANCES WHICH MAY ARISE. SILT FENCE (SEE SHEET 3) -X
-X- 600 LF OF MY RESPONSIBILITIES FOR PROJECT DE
QPpF ESSI
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECES- P GRAVEL BAGS
(SEE SHEET 3) 00000000000 250 EA A
PRESENT: CITY INSPECTOR. CIVIL ENGINEER, SOILS ENGINEER, SPRY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
h � Q �O�� p4 Fy
GRADING CONTRACTOR, AND PERMITTEE. THE PREGAADE L A T
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. HYDROSEED (SEE SHEET 3)
11000 SF � �Q �o cz
IN ADVANCE BY CALLING (760) 633 -2770. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
Z W No . 29 rn
GRADING P SHALL BE INCORPORATED HEREON. OLYMPUS srAEEr
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY EARTHWORK WAYNE A 7AISCO, RCE 29577 ATE d Exp.
03/31/03 a
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN M cAUD0A ST REET
{ 7
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH � CU = 0 CY
* ` IC
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER WORK DAY. z �^ �l{/t! FILL = ,000 CY IV
* C F
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE �' 7
CITY ENGINEER MAY IMPOSE WITH REGARD TO THE HAULING 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE m SPAATA pFiIV IMPORT
/EXPORT = "1, 000 CY OF CALZ
OPERATION. AT THE OF EACH WORKING DAY WHEN THE FIVE (5) DAY PAIN F, SOIL ENGL�ITEER'S CERTIFICATE
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SIL T I. WAN D �, * EA TH ANT
IES ARE ESTIMATED FOR PERMIT PURPOSES W 5 P A REGISTERED GEOTECHNICAL ENGINEER IN THE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. Y, D �' ONLY.
(CALCULATED ON A THEORETICAL BASIS, ACTUAL QUANTITIES _
PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL -A m MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS. STATE OF
CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE 10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE ° ANIA AVEIJ(IE
OF APPLIED SOIL MECHANICS. HEREBY CERTIFY THA T A SAMPLING
�
PROVIDED STATING: "THE GRADING UNDER PERMIT No. 7447 -G. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR n
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH TO NOVEMBER 15. THE SLOPES SHALL BE STABILIZED WITH p > WAS
A E BY ME OR ND R MY DIRECTION BETWEEN THE DATES
THE APPROVED GRADING PLAN OA AS SHOWN ON THE ATTACHED PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 n i
OF = �Z AND �� O =- ONE COMPLETE COPY OF THE SOILS
THE AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE D REP RT
COMPILED F OM THIS OFFICE WITH MY RECOMMENDATIONS.
v � HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. FURTHERMORE.
I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
CERT IFIES SUCH GRA DING OPERATION. LEUCAOIA THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
NQT *IF7CATIQNS SAN DIEGUITO WATER DISTRICT NOTES THIS PROJECT HAVE BEEN INCORPORATED I N THE GRADING PLANS
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT J1N AND SPECIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES DOES NOT CONSTITUTE A REPRESENTATION AS TO THE
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
s
A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
Q�OF S/
SHOWN ON THESE PLANS, HOWEVER: to k
p
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL
MEASURES TO PROTECT ANY EXISTING UTILITIES DA DESIGN, I.E. , LINE CROSSINGS, LINE PARALLELING, OR V7C Al"
rn
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE a PROPOSED CONNECTION SHALL BE FIELD VERIFIED.
ALL 3 aw
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 NOT TO SCALE
�'
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON �'���,�c
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS 4 1 4 .
s
AND NOTIFICATION OF COMMENCEMENT OF WORK: UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION '
-- � CAl1f
BY SAN DIEGUIFO WATER DISTRICT. ALLOW FOR TWO 0.2 (164.6) DEPRESSED EDGE � � Si /
a. SEWERS - LCNO (760) 753 -0155 ON PLAN WM. D. HESPELER
! %= o SWALES FOR 10 ' TYPICAL AS SHOW ON PLAN - -- - -
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE , ��`,i , % SAN o �' NAME. PEG o.
D TE
b. GAS S ELECTRIC - SDG6E (800) 422 -4133 AND /OA ADJUST TO GRADE ANY EXISTING WATER FACILITY ��• ��' TOP = l64.0
ALLOW F
(FIRE HYDRANT, METERS, VALVES. VALVE BOXES, ETC.) WHICH 2 FO TFfEE 0.2 10' TYPICAL ' ( AS 9- � DEPRESSE EDGE
IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES 1 MIN. o � SWALES FOR AS SNMV
c. MATER - S.D. W.D. (760) 633 -2650 GRADE TO GRAIN PEA PLAN �° ROBERT PRATER ASSOCIATES
MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. 6" DRAIN PIPE PER PLAN p o _ , 4125 SORAENTO VALLEY
BLVD.. SUITE B
IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE �1� ,�6 4 ' SAN DIEGO, CA 92121
0. TELEPHONE - PAC -BELL (760) 489 -3441 UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE GRASS LINED SWALE o BERM IE
�- (858) 453 -5605
e. CABLE TV - COX CABLE (760) 943 -9000 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN �, FILL BER THICK WITH BERM THICK
3 BACKING 1' PROJECT NO. 900 -258. 02 -17
FILTER FABRIC 5 k10' xi ' NO. 3 BACKING
PARALLELING WATER SERVICES AT DRAIN PIPE LOCATION AS W/ FILTER FABRIC 0 SPILLWAY
SHOOOIN f. UNDERGROUND SERVICE ALERT (600) 422 -4133 5, MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED
GRASS RASS I PLAN LOCATIONS AS SHOWN ON PLAN
LINED DITCH @ 0% SLOPE
BETWEE
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE VAULTSN FIRE HYDRANTS AND SAN DIEGUIFO GAS AND ELECTRIC SECTION A A
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
PROJECT. (760) 633 -2770. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF NOT TO SCALE
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS DRIVEWAYS AND ALL OTHER TRAVELLED WATS. WATER Df?TAlL A. BERM
FOR INSPECTION. (760) 633 -2770. ALL WORK PERFORMED METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. NOT TO SCk
WITHOUT REJECTION AND WILL BE SUBJECT TO
AND REMOVAL HYDROSEED
1. HYDAOSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED
GRADING 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: I 3'
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED a. THREE FEET OR MORE IN FILL AREAS.
SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE
16.0'
INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT 6
"� G-5 ( (O p
SDASD G-5 OR E(xIAL)
OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE CHARACTER OF THE MATERIAL AS APPROVED BY THE O� 5'
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE a MIN TYPE c -3 MA REF
CITY ENGINEER
THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF . a WALL PER FLAN
GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL EDGE OF I
Tc PE PLAN TOP oit;
l�
AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED o PROPOSED
I PER PLAN - i+i?bMG
AND THAT, IN HIS /HER OPINION, ALL EMBANKMENTS AND GROWTH. �I BUILDING -- -
EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE 3, HYDROSEEDING SHALL CONSIST OF ALL THE FOLLOWING: o PAD
- -
APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND wl 2% MIN -20% MAX FF
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: - - - -- - -
Ac DRIVEWAY
I I I- �� U�E� � I �� ����
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES a . 20 lbs PEA ACRE OF ROSE CLOVER . � �I I I- !l1- - � 2 11 �- 1.1l -� SECTION
B B SECTION C-C
TO PROVIDE POSI T IVE DRAI AND PREVENT PONDING OF WATER. b. 20 lbs. PER ACRE OF ZORAO FESCUE. -I �� ��- -� -� -� �-
NOT TO SCALT NO T r0
HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO c. 3 Ibs. PER ACRE OF E SCHOOL CIA CALIFOANICA.
ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND d. 4 Ibs. PER ACRE OF ACHILLEA MILLEFOLIA.
SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY e . 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW). DETAIL B :PE PJMETER STRUCTURE DRAINAGE
GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND f, 1/2 lb. PER ACRE OF DIMOAPHOLECA. AL
EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
g. ITEMS c, d, e. AND f OF THIS SUBSECTION MAY BE
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND OMITTED ON LOCATIONS WHERE THE AREA BEING
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE STREET OR RESIDENTIAL STRUCTURES.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL NITROGEN FIXING BACTERIA AND APPLIED DAY EITHER BY
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DRILLING OR BROADCASTING BEFORE HYDROSEEDING ENCINITAS FIRE DEPARTT�IENT SAN DIEGUITO WATER
DISTRICT LEUCADIA COUNTY WATER DISTRICT
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB- APPROVED REVIEWED:
APPR VED
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
PLACE, SPREAD, WATER. AND COMPACT THE FILL IN STRICT DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION BY: BY: _D BY
,�,s /t�C FZ�•s►Y E, ,�� ��
ACCORDANCE WITH SPECIFICATIONS. TAG ATTACHED TO, DA PAINTED ON SAID CONTAINERS.
GC � D:t raT w •� r � w�
j . NON - PHYTO - TOXIC WETTING AGENTS MAY BE ADDED TO THE DATE: 95 -'8 -• Cr) DATE: __$�!� DATE:
HYDAOSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
SIGNATURE VALID FOR 2 YEARS H�o�
D ESi GNt c a -RA NK a r _`_'"E B' _ -- AP PROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. C
REVISIONS APPROVED DATE REFERENCES DATE BENC SCALE CO DEVEIAPMENT - - - wig w�S wAP
r dL _ _ DESCRIPTION: SO CO. STD. DISC STAMPED OF. APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED
APPR D GRADING, DRAINAGE. 6 EROSION CONTROL PLANS FOR: �E'i
173. 1969 / _ �/�
LOCATION: I -5 & LEUCADIA BLVD. BRIDGE NO. HORIZONTAL N/A / - BY
DATES ` �y BY .� ��.C. 7447-G
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