1990-571 G (Plans) GENERAL NOTES GRADING NOTES EROSION CONTROL LEGAL DESCRIPTION LOT 25 AND A PORTION OF LOT 26
OF RIDGEWAY HEIGHTS MAP 2163
1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PETE PETERS
AND ROS 1193 IN THE CITY OF ENCINITAS
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS ENGINEER OR UNDER HIS DIRECTION, HE SHALL INSPECT AT (619) 944 -7378
COUNTY OF SAN DIEGO,STATE OF CALIFORNIA
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS A.P.N.
260- 073 - 018.04
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND BACKFILLS AND COMPACTION OF TRENCHES, HE SHALL
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. EQUIPMENT AND
WORKERS FOR EMERGENCY WORK SHALL BE MADE
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, SUITABILITY OF ANY FILL MATERIAL, UPON COMPLETION OF AVAILABLE AT ALL TIMES DURING
THE RAINY SEASON, ALL SITE ADDRESS Id00'SOUTH OF SANTA FE DRIVE ON SUMMIT AVE. I
GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
2, THE SOILS REPORT TITLED 'PRELININARY SOILS INVESTIGATION, IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY DEVICES WHEN
RAIN IS IMMINENT, OWNER /PERMITTEE TORRANCE
APN # 260 - 073 - 01 & 04, SUMMIT AVE ENCINITAS, CA CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SAVING
22759 HAwTHORNE BLVD AMBROSE YU,VIC
DATED MAY 25, 1988, RESIDENT DATE
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR TORRANCE,CA90505
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN, ALL ARE SUITABLE FOR THEIR INTENDED USE,
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMENDATIONS MODIFIED WITHOUT THE APPROVAL [IF THE ENGINEERING PHONE (213)
944 -3503
AND SPECIFICATIONS CONTAINED IN SAID REPORT, INSPECTOR. MI RICHA SON PRESIDENT DATE
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
OF WATER, HE SHALL CONTROL SURFACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION Of THE CITY ENGINEER
ESTIMATED QUANTITIES
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION AFTER EACH RUN -OFF PRODUCING
RAINFALL, CUT 6890 C,Y,)K
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS, SEPARATE OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5. THE CONTRACTOR SHALL
INSTALL ADDITIONAL EROSION CONTROL
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MEASURES AS MAY BE REQUIRED BY
THE CITY ENGINEER DUE T❑
FILL 5460 C,Y,
CONJUNCTION WITH IMPROVEMENT PLANS, INSTALLED. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES IMPORT 0 C,Y*
4, WRITTEN PERMISSION SHALL BE ❑BTAINED FOR ANY ❑FF -SITE 3, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND WHICH MAY
ARISE, EXPORT 1430 C.Y.
GRADING. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
SPECIFICATIONS, ALL VEGETABLE MATTER AND OBJECTIONABLE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO o EARTHWORK
QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AREAS WHEN IMPOUNDED
WATERS CREATE A HAZARDOUS ONLY,
TO PROTECT ADJACENT PROPERTIES DURING GRADING SURFACE UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILL CONDITION.
OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM w SOURCE
OF TOPOGRAPHY - AERIAL SURVEY ZENITH AERIA \INC. 7 -8 -85
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO NATURAL GROUND, THE EXPOSED SOILS SHALL BE SCARIFIED TO 7, ALL EROSION CONTROL
MEASURES PROVIDED PER THE
GRADING, A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 8. GRADED AREAS AROUND
THE PROJECT PERIMETER MUST DRAIN AWAY
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ACCORDANCE WITH SPECIFICATIONS, FROM THE FACE OF SLOPE AT THE CONCLUSION
OF EACH WORK DAY.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER
OR A LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN
SHALL BE IN
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY
7, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS RAIN PROBABILITY FORECAST
EXCEEDS FORTY PERCENT <40%),
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE SILT AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RAINFALL.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITION, ALL STONES, ROOTS AND OTHER WASTE MATTER
REGULATIONS. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED EFFECTIVE COVERAGE OF GRADED SLOPES (907 COVERAGE) PRIOR TO
8, GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NOVEMBER 15, THE
SLOPES SHALL BE STABILIZED WITH PUNCHED
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ACCORDANCE WITH THE GRADING ORDINANCE. STRAW INSTALLED IN ACCORDANCE WITH SECTION
35.023 OF THE
CONDUCTED BETWEEN THE HOURS OF 5130 P.M. AND 7130 A.M.
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS, 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT
OF CONSERVATION.
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS, APPROVAL OF LOCATION OF
NOTIFICATIONS DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
1, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL,
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A LANDSCAPING
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 1, ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
SHOWN ON THESE PLANS, HOWEVER, WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
THE CONTRACTOR IS REQUIRED TO TAKE DUE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS,
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. 2, FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
THE FOLLOWING RESPONSIBILITY TO CONTACT THE OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK
A. SEWERS - CARDIFF SANITATION DISTRICT 944 -5079
B, GAS & ELECTRIC -SAN DIEGO GAS &ELECTRICCO. 422 -4133
C, WATER - SAN DIEGUITO WATER DISTRICT 753 -1145
- 800- 422 -4133 i - i r- , ; '
D. TELEPHONE PACIFIC '.
C TELEPHONE r_ :ri
E. CABLE TV - DIMENSION CABLE 800- 422 -4133 / SUBDIVISION BOUNDARY 35' 30' R/W 5'PRIVATE
32' EASEMENT
5 PRIVATE I
UTILITYESMT UTILITY ESMT. I
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE VARIES 20' 5' 5' 16' 16' 1I
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT, I 2 LOT 1 LOT 2 LOT 3
1z LOT 4
PHONES <619) 944 - 5070 I 2, � 2:/ Q +I ,
r/" /• SUMMIT COV / I =
3, THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR E LN.
4" AC / 6^ CLASS II AB MIN. _
INSPECTION. PHONE: <619) 944 -5070. ALL WORK PERFORMED EXIST. PAVEMENT SIDE ALK PER G - GUTTER PER G- 2
-
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO \ 3 w w '
6'CURB & 6' CURB & GUTTER PER G -2
-
REJECTION AND REMOVAL 4 "AC /6" CLASS U AB MIN. TYPICAL SECTIO I r
FEATHER TO MEET EXIST. PAVEMENT, MAKE 1' I
SUMMIT COVE LN. ` } } } ( r,
SAW CUT AT TRANSITION TO NO SCALE I LOT 5
TYPICAL SECTION EXISTING PAVEMENT LOT 9 LOT 8 LOT 7 ILI
ENCINITAS BLVD SUMMIT AVENUE
i , -r +z NO SCALE
DECLARATION OF RESPONSIBLE CHARGE SP /GS EA/GIA1EE2S CE¢r/FIcare 3 W ^� LOT 6
b s
Nola
Z aC8627" 2. 8022Y 4 2EG 157E2ED EA/GIA/EEQ /4/ r"6 Sr4TE OF C46/FO2A1I4 PQ /A/CIl me_Y ; [j I r
O
r„ r. -� r -„ �.� -
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS /tAG BUSINESS THE P /EGD OP APPG /ED s0 16 MECH4AJICS, A4CMEBY C T
/FY Tr/4T 4 , , ,: ;! �„ - - (U
= PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE SdMPC 4A/D STUDY Of r746 SO/G CQVO /T /QVS l e, "4GE,Vr lYln41A/ 7WIS
S /7E Wd5, kWOC � `� 0 %
BY ME o2 UA/De2 MY O /2ECTIOAJ OA/ M4Y 25, 1988 11:_::7-; i Q:
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS Ot/E COMFYETE COPY OF r74e 5o /45 , eEpoar COMP /C.EO F2O^M T415
STUDY W /Tr/ MY p
SANTA FE RD AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH 2ECOMMEA/D4T /oA/S, Has BEEA/ SUB/N/TTED ro 7t4E OFFICE of
r44e C /7y oiA/G /A/CC2. " 1� v
v
CURRENT STANDARDS rcoo . FU2THe2M0eE, I H4VE R7CV/EH/ED ri463E GP401A/G Fr4A/S GAUD CE2TIPY T,44T 546
:f 2eCOMMEA/L1, rloA/S /,A/CLUDED /A/ Tr/E So /Gs eepoe rtAe Tom/ /s P 2o./Ec7 , Have BEEA/ LEGEND L)
/A/CO2Poe47 / TH GQ40/A/G FY.4,VS 4.V0 Si°LCIFIC4rl0,V9.
I UNDERSTAND THAT THE CHE OFESSI
c �, CK OF PROJECT DRAWINGS AND SPECIFI- Q� �N9 sueolvlsloN BouNOARr�..�� w w
O y 3 `L� CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY SIGNED: /0 Q �(� q, P KEY MAP
LOT LINE
O \ ti N AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- �o�P R. Bq �� y`` �� qS
BILITIES FOR PROJECT DESIGN. 6� V -100 , LOT NUMBER LOT 1 z
e.CEA/O C2'1 ls83 `��.p� �� Z; n n EXIST. WATERLINE - -W - - a
\ O �� u, 33191 - -- - -
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VIII I -( /j PROP WATERLINE W p
m BY:_ NO 29577 EXIST SEWER, LINE 5
(n - (`,1 r`r.i r ______ ____ __ � ___ DATE , L E _ _ PROP SEWER LINE
\ , PD , _ * * � PROP. STORM DRAI N —SD
RCEN C O 29577 � � CrV,\ ���^`� D OF
BROW DITCH
OW
EXP, 3 - 31 - 91 of �p� \F PROP. MANHOLE 0
VICINITY MAP PROP. CATCH BASIN a
NO SCALE 2
REVISIONS APPROVED DATE REFERENCES DATE BENC I MAW SCALE K Y B APMVALS CITY OF ENCINITAS PUBLIC WORKS
DEPARTMENT DRAWING NO. r_
WL7
DESCRIPTION: T0131 REVIEWED BY COMMUNITY
PLANS PREPARED UNDER SUPERVISION OF APPROVED GRADING PLAN FOR w"
DEVELOPMENT DEPARTMENT TM 88 -194
z i
VERTICAL LOCATION: TOP OF CULVERT 240A,.25 SE /O HORIZONTAL 30 DATE : / � BY: �� • - LL.r� �
_ 0571 - G MILE POST 239 FROM AT & SF R/W n CITY EN GIN EE Y'
RECORDED FROM: COUNTY OF SAN DIE00 NONE C,"((o C. 6_1&Lo I R.C.E. NO.: 29577 TM 88 194 p0cu
VERTICAL CONTROL AYNE PASCO DATE: lic
ELEVATION: 71.342 DATUM: U.S.O.S. NAME EXP. 3 - - ATE ¢ M I
^g�E WORK PROJECT No- SHEET 1 OF 5
u� Lo
179 F
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SURDI' ✓ISION BOUNDARY . . . . . . . . . . . . . --
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OUNDARY
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3 �a 7. /' /4/.O! / q /3 145.0 T. (l:
SS PAD ELEVATION . .. . . .. . . . .
F . .
112 f - FINISH SPOT ELEVATION . . . . . . . . . . . . . 151.0
5'x"V /VATS �q4
O' CIF M C F MEA/T �e l /((� \ 143 ---
EXISTING CONTOUR .. . . . . . . . .. ..
145 - --
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1
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FILL SLOPES 2:1 MAX y y y
Z + m O QF � Qg �9 \ v / E S / ►q E 09 41 ,td46E
ti 1R-Q T f O.D.
CUT SLOPES 2:1 MAX .. . . . . . . . . . . . I I I
Q �� + 4 \\ ali• SWALES AND FLOW DIRECTION
W 7' ? �A 1460 / °s 13'
_ \ 15� _ STORM DRAIN . . .. . . . . . . . —
93.80, 1 wQ� 3.1 y, 2+667+7 9 \a 3 6g8 ° (12 �0 - 22 BROW DITCH
m °1 + ^i 1 � O p A �„ Ij f16� \I I ~ ' 1 H�E��G (STD. DWG, D -75 TYPE: SHOWN ON PLAN)
1`14 w • off 1 /73' P^ %•IQD. bb G
WJ N t I 40, SAN DIEGO PRECAST 24" X 24" CATCH BASIN . . . . . II
"P h
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REVISIONS APPROVED DATE REFERENCES DATE BELCH MARK SCALE SPECIAL DISTRICT Y W _ CHECKED BY APPROVALS CITY
OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. L1J 4 '
DESCRIPTION: T0131 PLANS PREPARED UNDER SUPERVISION OF APPROVED GRADING PLAN FOR
- - TM 88 -194
— _ -- -- MILE LOCA TION - TO P
POST 239 ON : T 239 FR AT 6 L AT & 5F F R/ R/ W S 10 —_ ____ HORIZONTAL 1" -30 ' DATE / 9� BY:
MI ��.° �/�( _ _ T M 88 -194 0571 - G
' -T'
— -- -
- �n�, CITY ENGINEER
RECORDED FROM: COUNT.' OF SAN DIEGO (° ' 4 " R.C.E. NO.: Z
-- VERTICAL NIA DATE: �r- _
VER CONTROL NGINEER _ -- - - - - - -- -
ELEVATION: 71. DATUM: us.GS. EXP. 9.6 -Er _ - -_ - WORK PROJECT NO. SHEET 2 OF 5
PE 179 F
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW MALE .SPECIAL DlgnVCT K I TJ I WAP APPROVALS CITY
OF ENCINMA8 PUBLIC WORKS DEPARTMENT DRAWING N0, W 4 (1
DESCRIPTION: T0131 PLANS PREPARED UNDER SUPERVISION OF APPROVED EROSION CONTROL PLAN FOR: TM
88 - 194
HORIZONTAL 9/ 0571 - G
MI LE POST 239 FROM AT &SF R/W
-- �ocnnoN: TOPOFCUWERi240A.25 S E /O r.30' DATE BY: �.. _ [(„.
T —
CIT ENGINEER TM 88-194
RECORDED FROM: COUNTY OF SAN DIEGO �' R.C.E. No'.: �f
VERTICAL CONTROL VERTICAL NIA DATE:
ELEVATION: 71 .342 DATUM: u. =.a.s. EN(i1NEER EXP. / 91 1144 6 WORK PROJECT NO. SHEET
3 OF 5
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OWAW 44!
9 ALL PLANT MATERIALS SHALL CONFORM TO THE STATE OF CALIFORNIA GRADING �
- = --
CODE FOR RUMMY STOCK, NO. 1 ORADE.
• ALL PLANS MATERIALS SMALL BE SUBJBCS TO THY APPROVAL OF THY LANDSCAPE NN 0 1 R TI{ A 1
AR RPLACID T YP RIO R LAN TO TIN G. ANY CSO PPLAANTS SH AL BE PROMPTLY SCA J
W91111.
0 THE LANDSCAPE ARCHITECT SHALL APPROVE THE EXACT PLACEMESS OF PLANTS / � s/ ' PLANTING PLAN
W
PRIOR TO BACINNING PLANTING OPERATIONS. _ /
• THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKI SUBSTITUTIONS FOR
DESIONATID PLANTS WHEN HE DEEMS IT NECESSARY. SUBSTITUTIONS BY THE G
CONTRACTOR WILL NOT BE PERMITTED WITHOUT APPROVAL OF THE LANDSCAPE 0 ' W
ARCHITECT. t
0 THE LANDSCAPE CONTRACTOR SMALL BY RESPONSIBLY FOR MAINTAINING GOOD
SORFACY DRAINAGE PDX ALL PLANTING AREAS, AND FOR ANY FINISH LANDSCAPE
GRADING AS MAY DI REQUIRED, SUBJECT TO THE APPROVAL OF THE LANDSCAPE _T�(�/ l ,I14lTA�s LJMIs• {
Y�
ARCHITECT. FINISH GRADES SMALL BE 1 * BELOW ADJACENT PAVING. •
0 ALL PLANT MATERIALS SHALL BE MAINTAINED BY THE LANDSCAPE CONTRACTOR - e i
� Q
UNTIL FINAL ACCIPTANCE OF WORK BY THE OWNER, AND SHALL BY GUARANTEED ?��� // j
TO MAINTAIN A STATE OF HEALTHY, VIGOROUS GROWTH FOR A PERIOD OF 90 DAYS
THEREAFTER. ANY DEAD OR DYING PLANTS SMALL BE PROMPTLY REPLACED BY -
THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THY OWNER. •
• FESSILIZEI TABLETS SHALL BE AGRIF 21 -GRAM TYPE, AT THE FOLLOWING --
APPLICATION RATES: 1 GAL PLANT ........ 2 TABS
5 GAL. PLANT - -
........ TABS
- -- �- ' •
15 GAL. PLAN! ........ 6 TADS --
BOX SPECIMENS .. .10 TABS
GROUNDCOVIR PLAINTS SHALL RBCYIVY AGRIFORM 5 -GRAM TABLIT3, 1 TAB /PLAY?.
• ALL GROUNDCOVYR PLANTS SHALL BR PLANTED IN STAGGERED ROWS, EVENLY - -`
SPACID At THE INTERVALS SHOWN ON DRAWINGS. GROUNDCOVER AREAS SHALL BE - ' `\ \`
RAKED SMOOTH AFTER PLANTING TO PROVIDE A SMOOTH, AYES FINAL FINISH ORD. — {
BACZFILL MIX FOR PLANTING PITS SMALL CONSIST OF:
— r t - •\�,•
(7) Porte close, friable soil (may be existing moll) AVA F`
(2) parts eitregee- tortl[leA redwood ohsvings
15 l ►s. per CY of � Plee - II -y'w"w•'T"� -
2 1►s. per CY ire• sulfate , �"�K/'� -- ._... �\ /� .. O
0 POST - PLANTING FERTILIZATION SHA LL BE APPLIED TO ALL PLANTING AREAS _ v Z
S DAYS AFTER
At THS RAE OF PLA 0 LES /1
OPERATIONS, ESQ. A T ES
SHALL CONSIST OF "GROPOWe uMA#+ 7MMAV L-- N
�
• ALL 6ROUNDCOVYR AREAS SHALL RECYIYE WIND CONTROL TREATMENT CONSISTING OF U JIUI
' - -.-
EC SURFLAE APPI,IID AS THE EASE OF 5 -1 /3 ALBS /ACRE. - a- �� �� ' . �� � ' Q
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE /4'✓/ W APM"ALS CITY OF ENCINITA3 PUBLIC WORKS
DEPARTMENT DRAWING NO. Z < 0-
DESCRIPTION: T0131 REVIEWED NJY COMMUNITY PLANS PREPARED UNDER SUPERVISION OF APPROVED PLANTING PLAN TM 88
-194
�Mn DEVELOPMENT DER4RTMENT A
LOCATION: : TOP OF CULVERT 240A..25 SE /O HORIZONTAL W DATE : 8Y: (' � 04e LG✓
. �/6�
MILE POST 239 FROM AT &SFR /W /'` � m(,o Q (� • h CIT ENGINEE 0571- G
VERTICAL DATE:
RECORDED FROM: COUNTY OF SAN DIEGO N/A L ..� �6/9 R.C.E. NO.: 29577 TM 88-194
VERTICAL CONTROL ENGINEER L 7 - �/
ELEvAnON: 71.342 DA11�M: U.S.G.S. NAME DATE EXP. 3 -31-91 9,G.-E- WORK PROJECT NO. SHEET 4 OF
5
17 F
Low Ga ener
Pawn Oia/Na PS GAM fans !T -- -- -- --
la' A lid 20 4 It
to A jr
So 10 IY N ( ••r I �• Imo / JL shall ir pl s only. 4fr Irrigation Contractor
sll p
12QK +050 !.. -. Ir ' 'Z ' r••Pwibl eOa N1
covers", and efficient operation
' \ " ; I of w installed /minstalled linstalled Irrigation sy.ton.
1070 .5 Ir
120• Ar 12.120 20 6 id ; 1 \ / ' \ 7 . , 31. All irriik "Ll be i , •-
30 1 Ir • I l gatal wo installe in aonfonnnoe with all si4 -S- --
14 1.0 Ir r
\ 1 \ . I
oo* d government regulation,
SO II. 1'r
1 'ID
� (�, I
t2•I7DK +050 4 Ir ' 1 2 Z I 3 C. s Irrigation Contractor shall obtain, and pay far, any and all pealts
7 Ir I
r raqu►red Don irrigation work.
alo
1p• A& 1144 20 1 lop 1 I D. All walk shall b.
3 1.1 Ir �y 4 I J 9uaraMd a Il from dot. of [Lnl ono-
14 1.1 Ir \ n 1 \ 1 � irequired, a shall be done s � notif ication 50 1 7 14,
w Ownac, at no additional cost tow Owner.
I2411C 40 0 g lt. 2htra dgui3wntk
6070 IA it � 1 I i ' n
140• 9% 12.2 20 1.1 I0 1 \ 3 • 1 1 n
4 1.7 I f
50 1 4 X ~ irr i s provide the Owner with w cbllowirnq
.7 If ' '
I2-2401C 4M 13 Ir a. Two sets of any special boots re*dred to rawm,
1670 I3 Ir /Q ' y,.• i adju.c, or disassemble any of the ui
irrig.tia6 .qpaane.
270 12.270 ' 20 1.3 la
40 1,6 Ir
so 1.) 14' - -- I A. All irrigation equipment and materials shall be am irdicatd an the
I2-270K 4650 I) :'..'Ir >' 1 irrigation plane, irrigation legal, well irrigation details.
6670 1.4 - Ir Q • r 1
710' • 1 2-F 20 17 10, J - , - IL All fittings and rivers shall be Schedule 40 PVC plastic, unless
3 2.1 Ir " A " STREET � 1 I y rotor oHra.riss. 2.3 ly 40
SO 16 IY ��•• - ' ���- I C. Sprinkler hear an donamalope ads of ryrtw, where line drainage
II•FIC I 2A :, � • IT i 1 1
_ _ _ N 1 r my fauna uwiproblems, pcabl, shall be equipai with cJndr valves.
10'
' � D. Xrtcwat= control wires shall d
be cooper, direct burial type, a A IODLA 20 14 114 - , - - -_ "- -- -- - -_ =
rte- - \ 7 I
30 5O Ir
bw y - - -
a+gle 14 Se Ir �``• , I IM
siad par xquixeonrs of length as cecassendad by w ma
F 410
M 1 of w osnaal valvesh siniase 14 gnege.
Q IoAIC q60 Sr- W �/ _ , I L. Ydrfill d shall be free of all rocks a debris. Addle, and compact
IWO Ab 10#41A 10#41A 20 .10 10
bw 3 100 ll Ir ' - I , 2 Q I a bsthfill thoroughly.
/0 LIS Ir I In , " • • 1. _
so 129 14 *f 494 t 5 1 ,
10MtArC 1660 .90 Id I ,. ' I '` IW 1 , 9�
7100 9 IoftA 3 1 Ir 1 1 M i ,% � ry A. 1ne ll all irrigation equip.ne as indicated or or implied
by irriy.ci
40 2.30 Ir I 7�4,I 1 -� �A \ " drednga d derails. All work shell be perI in a serer
st
N \ w hi.~ darft of the leWrla Ldsery.
50 2.S0 14'
IoIlA4'C 4040 1.14 Ion 1 consistent with .
. wraurl u lines to 7,..d i,rt.11atso6..nd - aysa pnia to
A FSQIG 20 11 r 0
I 1 1 , T \ ` I • her
4 io 7' ��`\ \ N � / final. heed ahnrr.R.
I I
` I
w » r , I 1 �- � ,
FRXfW-C ,650 � 20 .. Y C. (primsma a dines dmLU jo ints
tested e m1 at least 24 hosts, all rain
W70 .50 Y 1 1 I `� I L. , of 123 MS Cis foe Mats. V4
sort .static pressure m
j}
FSNic )0 so i I ; I / "may k `�` N`Ni I h P. Adjaat all sprinkler I,..d. to minims mar on walks, prHrq,
m
40 0 M v ad builAi gs, d to insure complete oovec*ge of plantin area*.
1i F9FiGrC 4650
60-70 SO Y
' 1
360• FY-tG 20 70 7' ' I I 1 ` 1 � ♦� I __
3 100 7'
14 I IS
so 129 r l i `�, + 1 14 1
;a' P iCIIC'- 4o-5o. -cam • y Lz,
°F'loAr .
CavrvcT
60-70 /r`I r I , � l c� vxx" � merm s � f g low Ga N e we smn peon I a Non h CIM anon
14• A 3S -SSO 20 60 Ir
130 t0 214 " l
So 103 2r ; 1! ,
JS.20*C 4650 .70 Ir I I 1' I •.• .
60-70 .70 I r I '•'.�; .. •
1° • 35.55N 30 �20 20 IRRIGATION PLAN 1 � -
40 138
X n I NM�Lt41 T*fRATho'
3 _
50 I SS 2r 1 1 �" r 1. / N
15S11C 4650 L14 Ir
11
6670 1 .4 0 I " I ,� 1
30 2.10 214 • / � // �7 / / !I
14 zv n' '
5o 270 22 ' ; ,, ♦ -� _ >-
35.7-1 40.50 1.0' Ir - -
6670 200 IF ; • -
NORTH Ul
SCALE: 10 =30r -0. ' - - - M- - _ - _ , y � 7�
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE W A!'�110 CITY OF ENCINITA8 PUBLIC WORKS DEPARTMENT DRAWING
NO. Z Q 0-
DESCRIPTION: T0131 REVIEWED BY COMMUNITY PLANS PREPARED UNDER SUPERVISION OF APPROVED IRRIGATION PLAN TM 88 - 94
MM DEVELOPMENT DEPARTMENT /J� 1
LOCATION: TOP OF CULVERT 240A..25.SE/O HORIZONTAL W /1 DATE BY: ( �'�•y�yj
MILE POST ATI R/W �/� 29577 / R.C.E. NO.: n ��f� / I ( CITY ENGINEER
0571 - 1
RECORDED FROM: C O UNTY 2 NTY OF OF S AN DIE ( / K (p� 91
VERTICAL CONTROL VERTICAL NAME DATE ENGINEER DATE: �- 7 - TM 88-194
ELEVATION: 71.342 DATUM: U.S.G.S. �• EXP. 3-31-91 R.0 -Er- WORK PROJECT N0. SHEET 5 OF 5
179 F