1999-5061 G (Plans) *VRK TO BE DONE 4
GRADING NOTES D. LANDSCAPING LEGEND STANDARD/NOTES SYMBOL p
A. SAL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE
CITY OF ENCINITAS PROPERTY BOUNDARY
2 '12 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
STANDARDS -
74 g �6' STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL 2 FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED
ON ALL SLOPES PRIOR TO
42 STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES
GRADED BETWEEN EXISTING CONTOUR - -300- - - -
W BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OCTOBER 1 AND APRIL 15.
N o 2 THE SOILS REPORT TITLED ' PRELIMINARY GE07ECHNICAL INVESTIGATION, PROPOSED
co GISH RESIDENCE, LONE HILL LANE, OLIVENHAIN AREA OF ENCINITAS, CALIFORNIA E. EROSION CONTROL EXIS77NG ELEVATION
X 303.2
•°o PREPARED BY CONSTRUCTION 7ES71NG & ENGINEERING, INC. DATED JANUARY 13, 1999 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
CRAIG LEWES AT 6191621 -0760
z SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOMMENDA7IONS AND SPECIFICATIONS CONTAINED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
AT ALL NEW CONTOUR 286
z IN SAID REPORT. 71MES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY
J. APPROVAL OF THIS PLAN DOES NOT CONS71TUIE APPROVAL OF SIZES, LOCA77ON AND MATERIALS SHALL BE STOCKPILED ON S17E AT CONVENIENT
LOCA77ONS TO FACILITATE'
w TYPE OF DRAINAGE FACILI TIES, NOR OF IMPROVEMENTS WITHIN S7REET RIGHT -OF -WAYS RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN
IS IMMINENT. NEW ELEVA7ION 2
rn o ^' T SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNC77ON 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED
OR MODIFIED W17HOUT THE
WITH IMPROVEMENT PLANS APPROVAL OF THE ENGINEERING INSPECTOR, 2.1
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO WORKING ORDER NEW SLOPE -- - I `
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU71ONS REQUIRED TO PROTECT TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN
-OFF PRODUCING
g'22 ADJACENT PROPER71ES DURING GRADING OPERATIONS ANYTHING DAMAGED OR RAINFALL.
7466.2 1 28' DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDI7ION EXISTING PRIOR TO 5. THE CONTRACTOR SHALL INSTALL ADD17IONAL
EROSION CONTROL MEASURES AS MAY DAYLIGHT LINE
GRADING. BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLE7ED GRADING OPERA7ION OR
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS EARTH BLADED SWALE
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A
r 4, Z 774E CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, HAZARDOUS CONDITION.
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN DIREC71ON OF FLOW -+►
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS SHALL BE INCORPORATED HEREON.
& GRADING AND EQUIPMENT OPERA71NG WITHIN ONE -HALF (112) MILE OF A STRUCTURE & GRADED AREAS AROUND THE PROJECT PERIMETER MUST
DRAIN AWAY FROM THE FACE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. OF SLOPE AT THE CONCLUSION OF EACH WORK DA
AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. ALL REMOVABLE PR07EC71VE DEVICES SHOWN SHALL BE IN PLACE
AT 714E END OF EACH
9. NO GRADING OPERA71ONS SHALL COMMENCE UN71L A PREGRADING MEE7ING HAS BEEN WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
EXCEEDS FORTY CONCRETE PAVEMENT PER PLAN
ry HELD ONS17E WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, PERCENT (409). SILT AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL
SOILS ENGINEER, GRADING CONTRACTOR AND PERMIITEEE, THE PREGRADE MEETING 10. SHOULD GERMINA71ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE
\ \ N63'38'191W SHALL BE SCHEDULED WI71I THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING OF GRADED SLOPES (909. COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE
(760) 633 -2770. STABILIZED WIN PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SEC71ON 35.023 OF ASPHALT CONCRETE PAVEMENT
PER PLAN
48.82 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF
CALIFORNIA
R A =9010'02* CONSTRUCTION S17E WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND DEPARTMENT OF CONSERVATION.
R =400' ' �� � RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 714E PROPOSED HAUL ROUTE. THE
L =64.00 � �� � 6 AC BERM SDRSD G -5, TYPE 'A'
\/'q DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY SOILS ENGINEERS CERTIFICATE
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA 710N. 1, RODNEY D. BALLARD, A REGISTERED GE07HECHNICAL ENGINEER IN THE
STATE OF
KEY MAP 11. UPON FINAL COMPLE71ON OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIED SOIL MECHANICS, CONCRETE MASONRY RETAINING WALL SDRSD C -6, DETAILS PER PLAN
SCALE. l- FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED HEREBY CER7IFY THAT A SAMPLING AND STUDY OF
THE SOILS COND17IONS PREVALENT
CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. 5061 -G WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
IN DECEMBER, 1998. ONE
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH
MY BROW DITCH SDRSD, D -75, TYPE 'B'
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF
THE CITY ENGINEER.
36 FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES FURTHERMORE,
SUCH GRADING OPERATION. RECOMMENDA
110NS INCLUDED IN THE SOILS REPORT FOR 774IS PROJECT HAVE BEE STONE -LINED BLADED SWALE PER PLAN
18 18 INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
ASPHALT CONCRETE DRIVEWAY 0. NOnRCA77ONS 4�°
AND BASE PER PLAN (WHERE OCCURS) 1. THE EXISTENCE AND LOCATION OF UNDERGROUND U71LITY PIPES AND STRUCTURES
� � $'� °����, PRIVATE STORM DRAIN � SDRSD D - 60 - __s D- -
\ SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO SIGNED:
I j 7HE BEST OF OUR KNOWLEDGE THERE ARE NO EXIS77NG U77LI77ES EXCEPT AS SHOWN RCE NO.: _ 3 2 Y '
j 1 ON 7HESE PLANS, HOWEVER: pp � 1 1
I - - - - - - - •_ b''0' �It �+ 12 X12 PRIVATE CONCRETE CATCH BASIN BY BROOKS R �6 D- -
= 2 E
Q 774E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU71ONARY MEASURES TO PR07ECT DAT o
ANY EXISTING U17LI11ES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS 174E DECLARAl10N OF RESPONSIBLE CHARGE 9X9 PRIVATE
CATCH BASIN BY NDS ��D- - -
CONTRACTOR'S RESPONSIBILITY TO CONTACT 714E FOLLOWING OWNERS OF SAID U71LI71ES
OR STRUCTURES PRIOR TO ANY EXCAVA710N, FOR VFRIFICA71ON AND LOCA71ON OF
U11L111ES AND NOIIFlCA710N OF COMMENCEMENT OF WORK. 1 HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 1
HAVE RIP -RAP ENERGY DISSIPATOR SDRSD D - 40 TYPE 2
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN '
STONE- LINED EARTH BLADED SWALE. SEWER (CARDIFF SANITA71ON DISTRICT) 760 - 633 -2770 SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE,
AND THAT 174E DESIGN IS
USE NA71VE STONES 6 DIA. MIN.,121 SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 CONSISTENT WI774 CURRENT STANDARDS
DEEP WATER (OLIVENHAIN MUN. WATER DISTRICT) 760 - 753 -6466 EROSION CONTROL (SANDBAGS)
PACIFIC BELL 1 -800- 422 -4133 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA7IONS BY THE CITY
CABLE TV (DIMENSION CABLE SERVICES) 1- 800 - 422 -4133 OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER
STONE - LINED SWALE OF WORK OF MY RESPONSIBIL171ES FOR PROJECT DESIGN.
2. CONTRACTOR SHALL NOTIFY 174E CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO '
N. TS, A BEGINNING ANY WORK ON THIS PROJECT. PHONE. • (760) 633 -2770 SOWARDS AND BROWN ENGINEERING, INC
J. THE CONTRACTOR SHALL GIVE 24 HOURS N0710E ON CALLS FOR INSPECTION. PHONE.• 2187 NEWCASTLE AVE, SUI7E 103 ��f E ssi:
_
(760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPEC71ON WILL BE CARDIFF BY THE SEA, CA 92007
SUBJECT TO REJEC71ON AND REMOVAL. OWNER ERM111EE
12 X12 BROOKS TYPE CATCH BASIN W11H C GRADING Q `t y Z WILLIAM H. GISH 111
RIP -RAP ENERGY DISSIPATTOR PER SDRSD D -40, STEEL GRATE & NO BOTTOM 1205 SANTA FE DRIVE
TYPE 2. USE No. 2 BACKING 12 THICK OVER 12" 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR �w --�-._
., No, 36190 r*+
1Nlq( DECOMPOSED GRANITE FILTER BLANKET. F.F. 288.0 UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT B RANDY R.
BROWN RCE 36190 �' Exp 6/30/Ot7 7° ENCINITAS, CA. 92024
AND COMPAC77ON OF FILLS AND BACKFILLS AND COMPAC71ON OF TRENCHES HE SHALL
PER PLAN Ck ���� SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY OAS' ZT� `� 1 t��`�
ASSESSORS PARCEL NU
Qty EXIST FILL MATERIAL. UPON COMPLE71ON OF GRADING OPERA71ONS HE SHALL STATE 7HAT
m p�pN BLDG. LINE INSPEC77ONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN PORTION 264 - 020
-16
RA PE i p,DEj HIS OPINION, ALL EMBANKMENTS AND EXCAVA7IONS WERE CONSTRUCTED IN ACCORDANCE
_ TOpRM �Gj WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OWNERS CEP71RC47E LEGAL DESCRIPTION
�iirrr�irrr
/ ARE ACCEPTABLE FOR THEIR INTENDED USE. PARCEL 2 OF PARCEL MAP No. 18210
= 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN
POS177VE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77WTY
AND ADVISE ON THE
-- _ BLDG SIEMWALL WATER AND AVOID DAMAGE TO ADJOINING PROPER71ES OR TO FINISHED WORK ON THE COMPAC77ON AND STABILITY OF THE SITE. ENN
RONMEMTAL RENEW NOTES
PER STRUCTURAL 1. EARTHWORK QUANTITIES
:.
! / S17E AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED
G SLAP %I I I, AREAS UN77L SUCH 71ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES
NOTE.' � / -I I I HAVE BEEN INSTALLED. FILL 580 C. Y.
CONTINUOUS MAINTENANCE OF THE CATCH BASIN SHOULD 1 � � � �� � J. �PSPE�FICA110NS FILLED L VEGE MATTER AND BY DATE AND FILL SHALL
BE
TABLE D ATE d CUT 1620 C. Y.
BE PERFORMED BY 774E PROPERTY OWNER TO AMID BUILD 314 GRA VEL WRAPPED IN FILTER FABRIC. / - =I �, d PLACED IN ACCORDANCE W11H STANDARD
EXPORT 1040 C. Y.
UP OF SILT OVER THE GRAVEL & TO MAINTAIN 174E DIMENSIONAL (M/RAFI 140S OR EQUIVALENT) / f, III 1 =1 OBJEC7701VABLE MATERIAL SHALL BE REMOVED
BY THE CONTRACTOR FROM THE SURFACE WILLIAM H. GISH 111
CLEARANCES SHOWN HEREON. 10' MIN. TO DAYLIGHT UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
2 STEEPEST EXIS77NG SL WHERE THE PROPOSED GRADING IS TO OCCUR IS 509'
REMOVED TO SUITABLE FIRM NA77JRAL GROUND. THE EXPOSED SOILS SHALL BE
PRIVATE STORM DRAIN OUTLET DETAIL STRUCTURE TO SLOPE DAYLIGHT C SCARIFIED TO A DEPTH OF 9 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT.
J. MAXIMUM VERTICAL DEPTH OF CUT IS 8.5 FEET.
IT SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND MAXIMUM VER DEPTH OF FILL IS 7 FEET.
N. T.S. N. TS COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE 4. V OLUME OF CUT 43,740 CU. FT.
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVA7IONS AND AREA OF CUT 18,410 SQ. FT
= 24 FEET AVERAGE DEPTH OF CUT
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS
AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH VOLUME OF FILL 15,660 CU. F1 = 1
FEET AVERAGE DEPTH OF FILL
ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. 174E TOE AREA OF FILL 15,620 SQ. FT.
S1 AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WIN THE GRADING
ORDINANCE. Z
ES TRo 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJEC71ONABLE MATERIAL SHALL BE COLLECTED, q�
LONE HILL LN PILED OR OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE Z
o FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED Z N
H
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 174E DISPOSAL OF ANY SUCH
Q JACK MATERIAL. W W
�
ENCINITAS FIRE DEPARTMENT CARDIFF SANITATION DISTRICT OLIVENHAIN MUN. WATER DISTR. Z�
1
�� L CA'N /NO DEL NO
� RTE
VICINITY MAP 4 BY yAS s 3 DATE
n ; N. TS. BY DATE BY DATE # SIGNATURE EXPIRES 2 YEARS FROM DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEV. DEPT DES1gVBY DRAMNBY CHECK BY APPROVALS
CI TY 0� ENCINITAS NGINEERING DEPARTMENT DRAWING 740
cp
V5 m RRB
,0 /17* /= /N / SAN DIEGO COUNTY BENCH MARK 'OC - 0073' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING AND
EROSION CONTROL PLAN FOR:
o MV - Cff - /R8 _ FOR- CHISLED SQUARE IN TOP OF HEADWALL HORIZONTAL : NONE
LOCATED AT SOU 714 WEST CORNER DATE: &) 9 GISH RESIDENCE 5061 -G
EL CAMINO DEL NORTE & RANCHO VERTICAL : NONE _
SANTA FE ROAD. , . 1 , - �� R.C.E. NO : 36190
BY
o RECORD FROM COUNTY OF SAN DIEGO Z ` RANDY R. B OWN PARCEL 2, PARCEL MAP 18210
3 ELEV : 119.476 DATUM : USC & GS - � : BY
B DATE ENGINEER OF WORK EXP. 6/3 %0 DA - G- q9 DATE : JOB NO. 96 - 032 .1 SHEET 1 OF
3
6/29/99
RE OVE EXIST. CE \ \ \ \ �
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DR/ WA.Y TO E A �D R 7 CL/4SS 11 B SE (MlN), UNLESS RE i
\ \ 'T ` / \ \ I \�- - - _ / DE RMl ED 61N WI BY COI ENG/ EER ' ' VALE
\ \ '� I Gl�/ O�I S WN 1 �ER� 4Y ORY DURING �NSI�UCTIOyV LXIE TO qL /
CONCRETE MASONRY RETAINING \ \ \ ` , _ _ A� K'ALL/E�LE S / / / / / - - -
9 WALL. \ \\ �� ENGI R/S/�'1EL�d' � , gy REC6�I� DA tA 6R 76q rO A S � REON. �F
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WALL. /"
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0 1.Y MIN LOPE, U. O.
i EFF TO PLAN 572F & OPfFS� i /
\\ \ TYPE B BROW DITCH �- � �-'
a , \ \ \ STAIRS PER ARCHITEC PLANS // 7 IFR CE TO EX ND E /S NG NCE /N LAME HILL LIE TO
NE RF�S/DENCE /
\ \ \ \ \\ \ \ \\ \ \\ \ d \ s 40rVC AV11 24� co lN) & AS IN
BY THE QIr O FNCPVITA
cli o 8. /SE LA7�RA STD EJy�END DOM Ft.�l NG CLEANOUT IN LONE HILL LAA TO EWI i
RE NCI Nl 4 A. VC SDR 2X A#N SLOPE W7H 36 COVER A I ,
\ \ \ \ \ l \ \ \ \ \ \ \ \ �� \ \ \ \ \ h y , \ \ ,2 \ /
X QUIR Bp THE`CITY !VC/N TASK
1 \ \ \ \ \ o \\ \\ \ \ \ \ \ \\ . • �, \ - 9. VA T DR�)N �
SEf}ER CLEAN T5 TO BE LOCATED IN PLANTER OR I ON HAi SC P °
REMOVE E G ASPyAI':T� \ -_� AR Nfll E P SS/B�E C� /EANIy/TSBE a4" DIA TYPE Y PER SDRSD S -4 EQYJIV
I I I � \\ \ `\ \ `\ \ \ \ \ \ \ \\ \ �• \ \ \ ` . � ` 2• � � \ \ .1 ¢ OeLCRE�
DR � ' � �
10 1ROOF'SHED AVATE TO BE COLLETED AND PIPED TO PRIVATE STORM DRAIN Sh# ER
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\� ¢ �B /y \\ 29 ,� ♦ -- -� / / / APP OVED
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� ° � ?C F _ F F
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- - - - --
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9I7�DED \ \ i
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\ \\ I 1 I I I I I ► \ 1 , W 2 \6W 285.7 4
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PLV4N F IrAM11LEVER I I I I I 2 287.70 1 N 7.25 r ,� / ,' i /i ,
/ /
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y / / -// %/ 278 280 iii / ,' ,� / ' FL 261.59 /f
1 1 I \ I I I �l PAVEMENT
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