HomeMy WebLinkAboutBook 1 Pages 44-46 Parcel 28 Precise Grading CITY OF TEMECULA GRADING NOTES
S. 1-7 �` � S�' EROSION CONTROL NOTES
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE,AS
• 1. EROSION CONTROL IS REQUIRED FOD PLAN IS REQUIRED TIIOOR ALL ROUGH THE RAINY
GRADING.SON FROM AMENDED BY ORDINANCE 457.
-� OCTOBER 15 TO APRIL 5Q M/NEr4 j (909j 676- 5795 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL BE=1%.DRAINAGE SHALES SHALL BE
O MICHAEl- MC kE,eNON
q r LIl 2, IN CASE OF EMERGENCY,CALL A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL
GRADING PLAN
!rl///�/CHESTE�P D.
. l� 4' �- S ZZ a 4,d ,� (RESPONSIBLE PERSON) (FIRM) 24-HR PHONE NO. SLOPES.
/ /Q � 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND ENSURE THAT WORK IS IN 3. MAXIMUM CUT AND FILL SLOPE-2:1.
7 � Q
` T� - I , ACCORDANCE WITH THE APPROVED PLAN(IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS)-
C< U 4. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH.
S./�,� � ti• Al '2'a/O I 2.p j CONSTRL/CT /oCC 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
/F'OT,E�CT THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENTSHALL
SOILS ENGINEER,WHO
�S,W14L�C 2 o 2, ` I " CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUE3MIT A FINAL
�^ ✓ � I F'(/]UQ� COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
RT� i 9�.,�, r L3AaN IMMINENT.
T BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPARTMENT OF 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT
C'4L�E MEDUSA 5. DEVICES SHALL NO A WRITTEN CERTIFICATION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN
PUBLIC WORKS.
Y PRIOR TO ISSUANCE OF THE BUILDING PERMIT.CERTIFICATION SHALL BE TO LINE, GRACE:, ELEVATION,
C� �/a �1 / i '�_J� �� ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING AND LOCATION OF CUT FILL SLOPES.
C --N�/ /S- DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
7. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100YR Q STORM FLOWS,ALONG TOP OF CUT SLOPES.
S E(f T7a/Y - ~�- C w / T 7, AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,SILT FENCES,
\ \ / AND DESILTING BASINS, ETC. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS -
NARY
8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE 9. ALL GRADING SHALL B DONE IN CONFC RMAI'CE WITH RECOMMEN:ATIO O OF THE THE FI AL
SOILS INVESTIGATION BY GUNVANT TH kk�4 DATED s 31`� � . TWO SETS OF THE FINAL
( l CONCLUSION OF EACH WORKING DAY.
COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT,WHICH SHALL
9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING '-IAS BEEN
` M
PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
_ \ ` 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE
COMPLETE PER ROUGH GRADING PLAN. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.THIS INSPECTION MUST BE APPROVED
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.THE ENGINEERING DEPARTMENT
/ 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO PHONE NO.IS 909/694-fi411.
/ THIS PLAN AS DEEMED NECESSARY.
11. CUT SLOPES EQUAL TO,OR GREATER THAN, 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO, OR
�.� _ 1 12, INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS SUBJECT TO GREATER THAN, 3'IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO
�.. 1 \ / / \ \ \ / CHANGE. PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO.457
VICINITY - - - - % - _ - /
-'^ - - PRIOR TO THE APPROVAL OF FINAL INSPECTION.
S ��P Q ` r 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT
1Ght / / - c. J 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS,
PLANTING.
DEBRIS,TOPSOIL,AND OTHER DELETERIOUS MATERIAL.
v\ __ •�• _ / \ 1 I 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL
_ _. ( TIMES(INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,THE TERRAIN MUST BE
CLEARED, KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL
\ - \ ` 1
p 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
_ I
a a P4 D �E - 2 r4o � �
\ � a 2•�� I � INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
/ _ FF� ��, +/I ���, , \ I I DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE STRUCTURES,TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONUING WATER
1? N, I NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. AND DAMAGE TO ADJACENT PROPERTIES.
16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE
a CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTIION, ESPECIALLY
I
�. RUNOFF AREA. DRAINAGE PROVISIONS MUST
�' �" � "ram o I � o I RUNG
• \ \ _ ` ,o � - - r ZID � DURING STORM CONDITIONS.PROTECTIVE MEASURES AND TEMPORARY DRAT AG
17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DEVELOPER BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
_ 1
• � •� y � _ FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES.TEMPORARY EROSION
,,.
O �` J CONTROL SHALL CONSIST OF,BUT NOT BE LIMITED TO,CONSTRUCTING SUCH FACILITIES AND TAKING 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS
� � •• „ � � \ � � -- _ _ � � � j _ � / SUCH MEASURES AS ARE NECESSARY TO PREVENT,CONTROL AND ABATE WATER, MUD AND EROSION ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL
_ DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. HEIGHT.
18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO
18 SPECIFIC EREpVATI/ONS ENGINEER
REQUIRED,THEELEVATION(WITH RESPECTDIO MEAN SEA LEVENG PAD N)SHALLS.
w �'�- ' .
v I \ OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL
�- C d 1 AS THEA CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED BE GIVEN.WHERE AN ELEVATION WITH RESPECT 70 ADJACENT GROUND SURFACE IS REQUIRED,THE
2,01 PAP . .LF_ 21¢ -- TO .,
/\ � ' Z•A /n ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BEGIVEN.
INTEPCEPTDR DRAIN � �� � -
�.
F. � ELE•, FL l¢�1 t"" 19 FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR1s. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 ON
- 2SD \ !� FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE CENTERS OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN
DETAIL cJ SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS.THESE MEASURES MAY INCLUDE, BUT ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR
SHALL NOT BE LIMITED TO,TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED COMBINATION THEREOF.SHRUBS SHALL BE PLANTED AT 10'ON CENTERS;TREES,20'ON CENTER;
CONSTRUCT 30" 111C
DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION COMBINATIONS,15'ON CENTERS.SLOPES OVER 4'IN VERTICAL HEIGHT SHALL HAVE PERMANENT
DEEP INTERCEPTOR
X 12' MIN, � _' �
ERCEPT ' 1 OF FILL SLOPES BY SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF;TEMPORARY
❑R DR �"'- �"""""'""'� •�-�� � CHECK DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF; IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.,CHAPTER 10.r.
w/ R DRAIN 3 THK, r^ PROTECTION SUCH AS SAND BAGS
REINFORCED CONCRETE USING � / / � `\ � ` � v ,6x6 WELDED w `� \ _ / r AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN PER FOOT
IRE MESH / �!a / �; �� I APPROPRIATE GRADING TO D MAINTAIECT DRAINAGE AWAY FROM THE EDGE OF THE NED ON THOSE FILL AREAS WHERE EARTHWORK OOPERATIIONS ARE NOT
' I 7 W' / P OF SLOPES SHALL
� BE CONSTRUCTED ANFOR A MINIMUM OF 3'.
2'���' s j A •` ` ' ,V j I IN PROGRESS- 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
' � 61 Q
/ / �. - 20. TOPEXCEEDING
D CUT NG 2ROF/DITCHES,WHERE CUT MEASURED VERTICALLY.ON THE PLAN,SHALL BE CONSTRUCTED PRIOR TO 22' 0�ANYOCONSTRUCTION/GRADING ORN E CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT
�p �, �, I ,� V• 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS
I TO PROTECT AREAS WHICH HAVE BEEN CLEARED ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
� � � EROSION CONTROL MEASURES WILL BE REQUIRED
` \
AND GRUBBED PRIOR TO GRADING OPERATION,AND WHICH ARE SUBJECT TO RUNOFF DUR!NG THE DURING CONSTRUCTION.UPON REQUEST,THE APPROPRIATE PLAN REVISIONS
PERIOD OF THE RAINY SEASON.THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITI=D TO, SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
�•- ,,, _.� GRADED DITCHES,BRUSH BARRIERS,AND SILT FENCES.CARE SHALL BE EXERCISED TO PRESERVE
/ 24. EROSION CONTROL IS.REQUIRED FOR GRADING OPERATIONS DURING THE RAINY SEASON FROM
•$ROW DIT H DETAIL r ti \ / A ► \ VEGETATION BEYOND LIMITS OF GRADING. OCTOBER 1 TO APRIL 15.DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE
1 d _ A
.,,.,,.,.rnr.,,rl,•d'.�N .,,�q.,Yw N., ..,IIY^I.I:: ,� � {. `J
C P - f �' �� `61 - ` (� �C 22. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 5-DAY RAIN PROBABILITY EXCEEDS 40%AS DETERMINED BY THE NATIONAL WEATHER SERVICE.
M ! r o
Q RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING
N CONSTRUCTION. UPON REQUEST,THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 25. THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND GROUND ALERT
Q COMPACTED p V 4 - DID ' I Q THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL. (1-800-422-4133)2 DAYS BEFORE YOU DIG.
EARTH BERM - ' L 1 ��+ 23. ALL GRADED SLOPE AREAS 5'OR MORE.IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT 26- QUANTITIES SHOWN ARE FOR PERMIT PURPOSES,BASED UPON DIFFERENCES IN EXISTING AND
VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA
• E7t•/Sr/1yG 1 q,,� �- ' ` � I � 3' ,�Q NATURAL VEGETA PROPOSED CONTOURS ONLY,AND DO NOT INCLUDE SUB-EXCAVATION,SHRINKAGE,SUBSIDENCE,OR
N pqD ( ,�!� Q. `� ` I INSPECTOR. OTHER ADJUSTMENTS.THE GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES.
�OPE1 5' ► �' "'"�• _ 0 I \ V 2¢. TUrF NET71NG SM4LL CAE /NS'r,4LLED 07Y Ate SLoCS 0V_ /0 'H/Gh`. 27. SOURCE OFTOPO: 121V CQUNTy F�DQ� GDIyTROL
• ¢r ) w EARTHWORK
�-+ /� «� �+RM nFTAIL
QUANTITIES
�' t? �� /0b �s Zs I cs �Zr
CUT • r - J 7 0 0 C. 7
44
FILL • . . • • . . . • • • . • J 5Oo C.v.
RF'GRADE' NAT. SLOPE
I
/••/ PROJECT/ON TO NAY GROUND =� r-s ` �, {�� NOTE: EARTHWORK QUANTITIES ARE ESTIMATES ?. Da1VW
T rP. BERM R I `~ ONLY AND DO NOT INCLUDE SHRINKAGE OR �
`` • �, P� A
NAT PA
1PAO F - -2125 „" � I I � � SUBSIDENCE. THEY ARE ESSENTIALLY FOR PERMIT
(SEE DET.) ` PURPOSES ONLY AND NOT INTENDED FOR BIDDING.
I F EtG z r 1
r
'� J \ F,f• �` _ �� , IT IS THE SOLE RESPONSIBILITY OF THE
• '.� N.
CONTRACTOR TO DETERMINE THE EXACT QUANTITIES S��T�oN _ _D
H • 6�NAL�' '� - F� FOR THE PURPOSES OF PAYMENT AND CONTRACT
. ORI f / I
DOCUMENTS. THE UNDERSIGNED ENGINEER ACCEPTS NET•f_
NO RESPONSIBILITY FOR DISCREPANCIES IN THE
4� BENCH(/=/ MAX.J. l. / ` - / i - I
_ , • to, EARTHWORK QUANTITIES.
OVE1?ExC4Vrd TED s'R/ �- _ _ ro T/4 La T R R E� N C r 4• 9 cS
#__
•• D SOIL fDl1,f-�/' l6 � \ •,,,�, ..n, � , �, , � ,� I^H -
II)=//� UNSU/TASLE COLLUV/U�/ ---- , O
r omwb
LEGEND 2 2
.� r
H12 EASE/nAg 7- % r2.DAD \rL� ` PROPERTY LINES
�- '�- ---EXISTING CONTOURS
, 04 '"`-� .---�-DAYLIGHT LINES
RRo POS�n be WA fe y LL - -��••�- FLOW LINES F.L.
T/ P. F/L L 0 VER NA T �7 L D � / � A I/�U !�/ rN �� 2:1 SLOPES (OR LESS)
_ PE �� r Co NISTRUC 7� PCG ��2/��urA y
No R/o i2 -ro o C CLj i-)Any(f1 14* C3Ei`/CN My�k
SHEETING NATURAL DRAINAGE
cAL,� � � APP'RaACN PE.2 C•o.T• ,�. 207 ,1 � � T,E/�P- �E/YC/-� /YI�f2�c A SS`U/�E� /4 r .DQI�� !N�y
( a���C/S7"/NG ��e�1l�i�ly r
VELOCITY REDUCER EN r�19Nif6
READ THISNOTICE i P.E. PAD ELEVATION
H.P. HIGH POINT
UNDERGROUND SERVICE ALERT THE Issumce of its Psw er THE CITY OF TEMECULA L.P. LOW POINT L1� 03- �6 7 G/e
DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM G.B. GRADE BREAK
CALL: TOLL FREE STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE F.F. FINISH FLOOR
PROVISMSOFTHECALIFORNiAOR NATIONAL ENDANGERED Prepared for: � Prepared b
M9, lWle lli9EL /yc kEk NoN GUNVANT THA KKA R, P.E.
SPECIES ACT. 4D� D� 40' D-800/422-4133
¢ /6'8 AGExAN��e/f� �Q. 45712 Classic Way
YQU AAE RESPONSIBLE FCR 097AIti'ING THE APPROP�3:AT�
TWO WORKING DAYS BEFORE YOU DIG CLEARANCES FROM THESE AGEN:IaS PRIOR TO ANY SITE Q �3 - 300 GR TC1*f-cz1eA . CA 92Y02 Temecula, CA 92592
DISTURBANCE aR GRADING. CERTI VIC SCM 0$7 CjOM PLl A .4C.9 PAO 3- 0373 PHiWE 909/ C76- 92Yt-
Phone: 909/676-7541
DATE BY DATE APPR SCALE �9EAl�T;
CONSTRUCTION RECORD S-` "� � '; � ` DESIGNED BY: GT DRAWN BY: r CHECKED BY: rTCITY of TEMECl1LA DEPARTMENT OF PUBLIC WORKS DRAWING No.
1-8-d 4 l GT �2E�//D�•D PAA piNl ys�anrll BENCHMARK HORIZONTAL A<,�' ,Fyr G ' RECOMMENDED BY: DATE: 8 4
CONTRACTOR: >
�� Fo oT PR/NT
. � ;:�_ ,� F6vn� - l�CL . 28 of PM . - 1 44-4G'
, PLANS PREPARED UNDER THE SUPERVISION OF:
AS NOTED ,� C 7 v ; ._�� , ACCEPTED BY: /" �
DATE: 3
INSPECTOR: No �7C5 -u r,T, 1 _ SHEET
- See Above �Y. A. RONAL-.0 U. PARKS
... _ GRADING
DATE COMPLETED: VERTICAL Exp. 12-31-06 "- DEPUTY DIRECTOR OF PUBLIC WORKS 1 OF 1
GUNVANT THAKKAR DATE: 5S- 26 -o-r 35-7-
`
R.C.E. NO. 52856 EXPIRES 12/31/09 R.C.E. NO. 19744 '�� / ' ' r' l �' /70 00Z
NA %�r G'l�l �Q' EXPIRES 9/30/05 �