2002-7649 G (Plans) WORK TO BE DONE P'� �`�'T
of -wAY
GRADING 50W
A. GENERAL C. GRADING AMb
MIN.
1. ALL WORK SHAM BE DONE IN ACCORDANCE WITH THESE PLANS. 7HE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS SOILS
ENGINEER CERTIFICATE e
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND n
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 1 %AN 11FL
g • �� '
WI % REGISTERED CIVIL ENGINEER IN THE STATE OF 1 112" GUSHED ROCK
THEREFROM SHALL BE APPROVED BY 7HE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON CALIFORNIA. PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL EXISTING GROUND PUBLIC RIGHT -OF -WAY
REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
STUDY OF THE SOIL
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
UNDER MY
2. THE SOILS REPORT TITLED 'UPDATE. RECOMMENDATIONS FOR LOT 11; OPINION. ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN DIRECTION BETWEEN
THE DATES 14 - b - Ot AND X ONE _�
CITY OF ENCINITAS TRACT No. 4376 PREPARED BY B.C.S.T. DATED ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENT'S COMPS COPY
OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY 00
9 -25-02 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 14'M►N
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE :- ; °
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO FURTHERMORE. I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL RECOMMENDATIONS INCLUDED IN THE SO LS REPORT FOR THIS PROJECT HAVE
BEEN
INCORPORATED IN THE LEADING PLANS AND SPECIFICATIONS. 3. APPROVAL GP 7HIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
LOCATION AND TYPE OF DRAINAGE FACILITIES. NOR OF IMPROVEMENTS TO FINISHED WORK ON THE STE AND SHALL TAKE REMEDIAL MEASURES TO
- PROVIDE APPROPRIATE TRANSITION
WITHIN STREET RIGHT - -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
BETWEEN STABILIZED CONSTRUCTION
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASU HAVE BEEN SIGNED: DATE
-I?-- C 3 ``� 0- B. ��E ENTRANCE AND PUBLIC RIGHT -OF-
PLANS. INSTALLED. D 1 aEl.. 8. �� a a WAY
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
36 O'>�l G ->o - o y N0. STABILIZED CONSTRUCTION ENTRANCE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS ALL RCE NO..
EXP. DATE: EW.64"
�F
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CIVL
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
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DAMAGED OR DESTROYED SHALL BE REPLACED REPAIRED TO CONDITION 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE
FENCING TO
ED SOUTHERN CALIFORNIA SOILS TESTING 4 BY 4 IN 10 BY 10 CM
EXISTING PRIOR TO GRADING. LOOSE FILL AND ALLUVIAL SOBS STALL BE REMOVED TO SUITABLE FIRM 6280 RIVERDALE STREET TRENCH
UPS FROM AND
THE POSTS.
NATURAL GROUND. THE EXPOSED SOILS STALL BE SCARIFIED M A DEPTH OF SAN DIEGO, CA 92120 ALONG THE LINE OF POSTS.
IT SHALL BE THE B AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH (619) 280 -4321
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE JOB Nw 0211167
10' MAX.
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
7. 7HE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND Fitt SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
AND REGULATIONS. As DIRECTED BY THE ENGINEER of WORK AND LEFT IN A NEAT AND ORDERLY DECLARATION OF RESPONSIBLE CHARGE
i -
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR ��
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHCIH ARE LIABLE TO BECOME LOOSENED I HEREBY
DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 4 IN (10 CM)
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP GP ALL SLOPES THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PROJECT AS DEFINED
IN SECTION 6703 OF T hE BUSINESS AND PROFESSIONS J. ATTACH THE FILTER FABRIC TO 4. SACKFILL AND COMPACT THE
AND CITY RECOGNIZED HOLIDAYS 5. ALL TREES. BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL CODE, AND THAT THE DESIGN IS CONSISTENT
WITh CURRENT STANDARDS. THE WIRE FENCE AND EXTEND rf EXCAVATED SOIL.
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE INTO THE TRENCH.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: BY THE CITY OF ENCINITAS IS CONFINED TO A REIAEIN ONLY AND DOES NOT
UNSIGHTLY DEBRIS. S APPROVAL I �
CITY INSPECTOR. CIVIL ENGINEER, SOILS ENGINEER.GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM RELIEVE ME, AS ENGINEER OF WORK,
OF MY RESPONSiBH.I7IES FOR PROJECT
OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
AND PERMI1lEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL DESIGN.
e* oFESS��
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -277 , I FILTER FABRIC r
Q �o E. I
!' WIRE
10. PRIOR TO HAULING GIRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING LOGAN ENGINEERING ;�
132 N. EL C:AMIN SUITE M o � oi�
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL I III I 1 -{ I i 111 = -1 1(
SUBMIT It AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL PLANTED AND IRRIGATED IN ACCORDANCE WITH ENCIMTAS. CA. 24
69 � * '_ I I I i 1 =III - i I 1 =III=
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE (760) 510-31
_
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
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HAULING OPERATION. IRRIGATION STANDARDS.
SIGNED: DATE: 5 -4 0 or c "` SILT FENCE
11. UPON FINAL COMPLETION OF THE WORK UDDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES DOUGLAS
E. LOGAN
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY. PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: RCE NO.: 39726 "THE GRADING BETWEEN OCTOBER 1 AND APRIL 15.
p(p, DATE.- 12/31 /05 1. JUTE MATTING, EQUIVALENT TO BE , INSTO
ALLED
UNDER PERMIT N0. 7649 -G HAS BEEN PERFORMED IN SUBSTANTIAL APPROVED EQUNALENT TO BE
ON ALL EXPOSED SLOPES
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E- BOSON CMTMIL 2. TOPS OF ALL SLOPES
TO BE DIKED OR
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OWNER'S CERTIFICATE TRENCHED TO PREVENT WATER
FROM C4
O 1. IN CASE EMERGENCY WORK IS REQUITED, CONTACT PAT TIMMINS AT FLOWING OVER THE CREST OF SLOPES.
(760) 419-0764.(14 h OW VIo.'
R. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR ENGINEERING 3 BAGS HIGH (MAX.) Ol
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY GEOLOGIST HAS BEEN or WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
Z S Nt61�1 �Ml�l�
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO ACTIVITY AND
ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. N
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
I
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO IMMINENT. ao O N to EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE SIGNED. DATE: / , 1 ?6 O3
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT 7HE Arf9i
�(jMM 1
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. �S SR •
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE NOTE: LOWER BAG ROW TO BE
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO SIGNED:
DATE: �3I /OJ BURIED 6" UNDER GRADE.
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH MICHELE
TIMMINS NO SCALE
NOTIFICATION OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTRA GRAVELBAG DETAIL 0
A. SEWERS - (760) 633 -2780 - CARDIFF SAMTA71ON DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
0 W
g tADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE OWNER S PERMITTEE:
B. GAS � ELECTRIC - (eoo) 227 -z600 - sDCarE. LEGEND
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY ROAD SITE PAT & M ICHELE TIMMINS
LLJ Z
C. WATER - (760) 753 -6466 - O.M.W.D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 3256 BROOKSIDE LANE
ITEM STD. DWG. SYMBOL Z w
800 227 -2600 - PACIFIC BELL WATERS CREATE A HAZARDOUS CONDITION , OLIVENHAIN, CA 92024 -
- - - 0
D. TELEPHONE -
( ) 858- 756 -7976 PARCEL BOUNDARY ................................... 5
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
E CABLE TV - (800) 227 -2600 - DANIELS CABLE. SHALL BE INCORPORATED HEREON. LIMITS OF GRADING & CUT/-ILL LINE
...............................
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAM AWAY FROM THE
EXISTING CONTOUR ...................... ............................... 160 of
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. SITE LOCATION FINISH
CONTOUR ..................................................... ..........
• 160 Z
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT - Z
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
3246 BROOKSIDE LANE DRAINAGE SWAtE (1.55 MM) .......... ............................... & -
INSPECTION. PHONE.-(760) 633 -2770 ALL WORK PERFORMED WITHOUT OLIVE NHAIN, CA 92024 -� � -- Ill
M
FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL W
BENEFIT tP INSPECTION WILL BE SUBJECT TO REJECTION AND BE REMOVED AFTER EACH RAINFALL FINISH ELEVATIONS
REMOVAL
!- Mr's ..........................................
z w
1 � DGERMINATION OF ADm SLOPES C�.�ovE A RI V °• Ro sAHT LEGAL DESCRIPTION: PROPOSED P.c.c. PAVEMENT .......... .....................
.......... .. � .. .: .. w
NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW � FIE MAP GRAVEL BAGS............ ...........
Z
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND L LOT 11 OF THE BROOKSIDE N
ENYIROMENTAL DATA CONSERVATION. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF DEVELOPMENT PER MAP NO. 12338
SILT FENCE . • O
T.B. PG. 114a -05 ............................. ............................... x x
NO SCALE A.P.N. 265- 251 -10 -'
RETAINING WALL ............. CITY OF S.D. Into. No. 222 .......... . .
1) STEEPEST EXISTING NATURAL SLOPE ON-SITE 35% (AND C -1. C -3) W
Q 2} MAXIMUM VERTICAL DEPTH OF CUT EARTHWORK 17.0' z
3) MAXIMUM VERTICAL DEPTH OF FILL = 8.0' CUT = 2800 C.Y. +/- FILL = 750 C.Y. +/- EXPORT - 2050 C.Y. +/-
• Civil Engineering OUNENHM A�AICPAL WATER DISTF�CT EINCWAS FE DEP • Land Planning
4) AVERAGE DEPTH OF CUT = 2,800 x 27 + 11.800 = 6.4' NOS • Structural �
EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS ONLY w (�
• W
5) AVERAGE DEPTH OF FILL = 750 x 27 + 7,800 26' AND DO NOT INCLUDE VOLUMES FOR CLEARING/GRUBBING, SHRINKAGE AND
SUrve)4ng LLJ
/OR SWELLING WHICH CAN/MALL INEVITABLY AFFECT THESE QUANTITIES. z Ix
N. Ell Camino Real, Suite N . Encinitas, CA 92024 C>
�3 I FIE NAME: TTmmina -gt 1.dwg Phone 760 -510 -3152 Fax 760 - 510 -3153
AP IBY DATE APP DA PLOT DAIS: 01 -10-03 N W Q
REVISIONS APPROVED DATE REFERENCES DATE �NCI� MARK SCALE COMMUWY DEVELOPMN!" APPPMALS CITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING NO.
OC -0073 CFNS. SO. TOP OF HEADWALL W/ P , AS /PREP UNDER SUPERVISION OF RECOMMENDED APP D(24, GRADING dt EROSION CONTROL
PLAN FOR:
STEEL FN PST - SW COR. INT. OF EL CAMINO
DEL NORTE AND RANCHO SANTA FE ROAD. 23' HORIZONTAL N/A DATE: Z BY: - 4 3
WEST OF RANCHO SANTA FE 60' AND 9011TH _ BY: 7649-G
39726 2 0 THE TIMMINS RESIDENCE
ERL
OF EL CAMIN , DEL NORTE CENTINES. VERTICAL N/A `'' R.C.E. NO. DATE: 3 DATE.
EL =119.476 DATUM: U.S.C. & GAS. R D BY CIA DOUGLAS E LOGIN E)GP. E PEER 12 -31-05 324fi BROOKESIDE
LANE SHEET 1 OF 2
HYDROSEED NOTES: ADDITION NOTE:
• SLOPES EXCEEDING 15' IN V011 AL "EMT SHALL BE PLANTED
1. HYDROSEIDING SHALL APPLIED TO ALL SLOPES THAT ER IMTH SHRUBS, TREES, AND GROUNDCOVER (SPACING NOT M GRAPHIC SCALE LEGEND
PROPOSED IMPROVEMENTS
ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER EXCEED 20 FT. ON CENTER FOR TREES. 10 FT. ON CENTER FOR
WHEN THEY ARE: SHRUBS) ISSUANCE OF OCCUPANCY. L.AN ESCAPE O IRRIGATION 10 5 10 20 40 FF FINISH FLOOR
ELEVATION
A. THREE FEET OR MORE IN HEIGHT M FILL AREAS PLAN TO BE PROVIDED AS PART OF BUILDING PLANS. TW FINISH
GRADE O TOP OF WALL
B. 5 FEET OR MORE M HEIGHT M CUT AREAS, UNLESS •
LANDSCAPING SHALL CONFORM TO SECTION 23.24.510 OF THE � IN FEET � FF FINISH GRADE O BOTTOM OF WALL
CITY OF ENCiNITAS MUNICIPAL CODE.
SLOPE IS NOT SUBJECT TO EROSION DUE TO THE i inch 10 !k ( (NOT TOP OF FOOTING )
EROSION RESISTANT CHARACTER OF THE MATERIAL AS • ROOF DRAINS in DISCHARGE ONTO LANDSCAPE AREA FOR ♦ iZ8.0
SPOT ELEVATION (FINISH GRADE)
APPROVED BY THE CITY ENGINEER. SIORMI WATER POLLUTION CONTROL PURPOSES. /
2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE • ALL NAY CREATED SLOPES W" THIS PROJECT SHALL BE NO STEEPER j � %/ —�
DIRECTION OF DRAINAGE
SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE THAN 21. VARIABLE SLOPES SHOULD � DESIGNED N ORDER TO MIMIC A 265 - 2
-� '� j --� DR AINAGE SW ALE (1.576 MIN)
HYDROSEmED THE NATURAL SLOPE APPEARANCE E VARIABLE SLOPES ARE USED, THE "b�;a ;= / -128- FINISH CONTOUR
A VERAGE
HYDR )SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWN& sioPE THE HORIZONTAL A w VERTICAL ols ' MICE Y L O T - DL
- i+ LIMITS OF GRADING AND CUT/FILL LINE
A. SEED MIX SHALL CONSIST OF NO LESS iHAN: PER ACRE of VERIFY THAT THE PROPOSED FRIABLE SLOPES HANE ACTOR OF /
�' 147 IE 1,i RETAINING WALL PER WORK TO BE DONE.
a 20 b& PER CLOVER / bRAVING,�C(a 7M� G t '�**�- BUILDING STEM WALL (PER BUILDING PLANS)
b. 20 b& PER ACRE OF �ORRO FESCUE. SAFETY AGAINST MASSIVE AND LOCALIZED FNLURE. `V
A
c. 3 Ira PER ACRE OF E SCHOOL CIA CALIFORNICA. 4
d 4 Ira PER ACRE OF ACHILEA M IL EFOLIA. DITCH 1 g i
f � j ' Q- ®
a 3 Ira PE ACNE OF ALYSSUMI (CARPET of REMOVED PER 6 -82 CUT SLOPE (2:1 MAX) U.O.N. �
t 1/2 � PER ACRE OF DIMORPHOLECA. F� / /DWG. No. 7232 W �%
9.
ITEMS C, D. E. AND F OF THiS SUBSECTION MAY BE OMITTED ,► V tiq Q r� 'S Ti I FILL SLOPE (2:1
MAX) U.O.N.
ON LOCATIONS 1MHERE THE AREA BEING HYDROSEEDED LS NOT "'"' �► ^Q {I �` v S ' /�
VISIELE FROM EITHER A PUBLIC STREET Olt RESIDENTIAL 5 \ ''� �'
' CONCRETE HARDSCAPE IVEINAY
h. ITEM A OF THIS SUBSECTION MUST BE INOCULATED wnH
A NITROGEN FIXING BACTERIAL AND APPLIED DRY EM*IR BY \ \a ° % 000000 GRAVEL BAGS
DRILLING OR BROADCASTING BEFORE HYDROSEEDING. ,, 4. 4 A,-
.S' W I
L ALL SEED MATERIALS SHALL BE TRANSPORTED TD THE � � � � �� � ti9 j/ TYP' 149.0 BW I -� �
-X—X SiLT FENCE
JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG
ATTACHED 70, OR PRINTED ON SAID CONTAINERS. 116.4_1 - A'- �, QpE �I 1 •1(, 1� i' O �°
j NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED M THE
/ •� ; �/
HYDROSEED SLURRY AT THE DISCRETION of THE CONTRACTOR. fee- •przA ht AC,E WORK TO BE DON
B. TYPE i MULCH APPLIED AT THE RATE OF NO LESS THAN 2.000 EAST A .� w ITC � '� % / � �~ V
� x ~ I
Ira. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WATER METER SING) E •0' �° I 1 CONSTRUCT
24' MADE DRIVEWAY
ALL OR PART, FOR HYDRAULICALLY APPLIED FiBER MATERIAL S BM► , / ^ I , 1 '
O
WHEN STRAW IS USED IT MUST BE ANCHORED TO THE STRAW \ P.C.C. DRIVEWAY / HANDSCAPE
- I 3 6 2
W
C ONSTRUCT DECORAE RETA WALL
Q FERTIIJZER CONSiS'TING OF AMMONIUM PHOSPHATE SFATE. UL EXIST. A.C. QCs 0 in CA: (�> DECORATIVE
RETAINING WALL
CITY OF SAN DIEGO INFO.
16 -20-0, WITH 157c SULPHUR APPLIED ATE THE RATE OF BULLEN TIN No. 222
RAN �d
500 ba PER ACRE X I 0 �' �*
/ , ' .� ' 4 CONSTRUCT DECORATIVE RETANNG WALL
AREAS 1u BE SHALL BE PREPARED PRIOR M i , � ,�' ^d �, 0
HYDROSEEDING BY: / sr PER STD. DWG. No. C -3.
`
L 5 ROUGHENING THE SURFACE 10 BE PLANTED 8Y ANY O! A %
ti � % M CONSTRUCT DECORATIVE RETANNG WALL TD O
COMBINATION OF: , > > 2 Ac o �� / PER S. DWG. No. C -1.
118.8' / r
o <i> BUILDING sTEM/tRETANNC WALL PER
a TRACK WALKING SLOPES STEEPER THAN &I. I p N % F C /` W% 1 f p
b. RING AREAS THAT WILL NOT BREAK UP USM ITEM 'A' ABOVE BUILDING PLANS.
RIPPING
� 2 , i o ; j� 7 CONDITIONING THE 901.5 SO THAT R IS BITABLE FOR
t0 REMOVE EXISTING ON -STE WOW DITCH.
a � o , � 0
PLANTING BY: 1 3' CV' 80
CONSTRUCT P.C.C. LINED BROW dTCIH
o. ADJUSTING 1HE SURFACE SOL MOISTURE TO PROVIDE A / PER D -75.
DAMP BUT NOT SATURATED SEED BED. { 120.0' / A 1 /� NZ /
SEE NOTE d 8 ; 148.0 8W 1 r- O INST � INTO�BOX w/ SMOOTH
b. THE ADDITION OF SM AMENDMENTS, PH AD.IUSTMENT.
I
LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE REGARDING DIS I ANCE O TRANSITION.
OF SURVEY MONUMENTS.
CONDITIONS FOR GROWTH. INSTALL QUICKET DM 212 or EQUAL
�1 20.6 04
HYDROSED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS ( ° ' w/ DEBRIS CATCHER.
GROWTH UNTIL THE PRO EED PROJECT IS PERMANENTLY OR. FOR p ,'L % ! S E E \ ^ e M
� N
' 1 t INSTALL 6 - "SDR35' DRAINPiP'E C4
AREAS WHERE HYDROSEEDING iS THE PERMANENT LANDSCAPING, UNTIL � A , � � �� � AD�149.0 � �� T� i
N
, 1 1 J '/' i � O FROM DRAINAGE BOX TO 11 M N?
THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. i . i • F.='1 49.75 SLOPE / I / E TO P.C.C.
i M
i I / / BROW DITCH O 1.0% MIN. p
BV�NG ; I .
I �9
12 INSTALL GRASS SWALE FOR POST GIMP
{ 2 C REQUIREMENTS. NOT TO BE MODIFIED i
to I t w w/o PERMIT FROM CITY.
.
i RoF DR I a _ r. Q
N DISCHAR ONTO `/ W I a 13 INSTALL or SLOPE STABRUZATION It=
N LANDSC AREA / I / OVER ALL EXPOSED sLOPE IMMEDIATELY z
s
FOR WATER ! 9 AFTER GRADING. • : U
1 + ; POLLUTION 1 CONTROL . w C Z
{ i Or PURPOSES. ki 14 INSTALL GRAVEL C HECIC DAMS PER DETAR. 2 W
28 ! SHEET 1. O
.5 8 w
4-
22 aAC I 1 Uk I 15 INSTALL SILT FENCE PER DETAIL, SHEET 1. O Z
W �_ W , I a W
1 1 N3 INSTALL STABILIZED CONSTRUCTION H
Z { I fl W , 156.5 i ENTRANCE PER DETAL. SHEET 1.
1 0• ,nr � - 1 J W�
• 144. I3w
J -41 n, { " 1 p' 9W W ` I , I e INSTALL 12" WIDE x r DEEP x 1 S' LONG w
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REVISIONS APPROVED DATE REFERENCES DATE BENq� MARK SCALE a M . • D. LL APPROVALS CITY OF ENCI ITAS ENGINEERING
SERVICES DEPARTMENT DRAWING N0. Ld Q
OC -0073 CHIS. SQ. TOP OF HEADWALL P S PREPARED UNDER SUPERV'I ION OF RECOMMENDED APP
W/ STEEL FN PST - SW COR. INT OF -,3,0 GRADING & EROSION CONTROL PLAN FOR:
EL CAMINO DEL NORTE AND RANCHO SANTA H =ZD N T, L 1 =, O DATE. BY: BY: 76 49 - G
FE R OAD. 23 WEST OF RANCHO SANTA THE T I M M I N S RESIDENCE
ORTE C SO OF EL CAMINO DEL N / A _ EN ER R.C.E. NO. _ DATE: ��� DATE: e 4
EL. =119.476 DATUM: U.S.C. do G.S. APPROVED BY DATE DOUGH LOGAN EXp, 12 - 31 - 05 32 6 6 R OOK SI D
E LANE SHEET 2 OF 2