HomeMy WebLinkAboutLot 79 Precise Grading As-builts & Erosion Control CITY OF TEMECULA
STATE OF CALIFORNIA i
GRADING NOTES: IJ !
L. 0 T 79 TR 24 4 2
1. All. GRADING AND RELATED ACTIVITIES SHALL. CONFORM TO THE GRADING, EROSION
& SEDIMENT CONTROL ORDINANCE N0. 04-�04, AND IF APPLICABLE, TO THE STATE WATER
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
RD i
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL 8E A MINIMUM OF 1%. DRAINAGE CAL1FORNJA
SWALES SHALI. BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' RANCHO ',
AWAY FROM THE TOP OF GRADED, SLOPES, FINISH GRADE SHALL. SLOPE AWAY FROM ALL
GEN.ERAL 'NOTES
EXTERIOR WALLS AT NOT LESS THAN %" PER FOOT FOR A MINIMUM OF 3 FEET,
3. MAXIMUM CUT AND FILL. SLOPES SHALL 8E 2:10, �• THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK
AREA, AND RELOCATION COSTS OF ALL. EXISTING UTILITIES, PERMITTEE MUST INFORM RD
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF �'�,�
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL. GRADED SLOPES OVER 3' CONSTRUCTION. PHONE (951) 694-6411 RANCH4 VI
IN VERTICAL. HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF 2. ALL. WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA �d
AWAY FROM THE TOP OF SLOPES. PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED ys
OCTOBER 1998, AND SUBSEQUENT AMENDMENTS.
5. ALL GRADING SHALL 8E DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER,
SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN 3• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO gD
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER ?' INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY
DEEP. ORDINANCE No. 461. �A
6. A REGISTERED CIVIL ENGINEER SHAl.l. SUBMIT TO THE CITY OF TEMECUl.A'S PUBLIC 4• IT SHALL BE THE RESPONSI61l.ITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
PAS
WORKS [DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT
ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN
PERMIT. CERTIFICATION SHALL. 8E TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL OFFERS OF DEDICATION FOR PUBLIC USE. � SITE
SLOPES. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHAl.! 8E IN PLACE PRIOR TO PAVING
THE STREET SECTION INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER,
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ELECTRIC, GAS AND DRAINAGE.
8. ALL. GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 6. APPROVAL THE THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE , VICINITY MAP
PRELIMINARY SOILS INVESTIGATION BY GUNVANT THAKKAR, P.E. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF � NOT TO SCALE
DATED MAY 153, 2007 TWO SETS OF 'THE FINAL COMPACTION REPORT ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
SHAD. BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS FOR REVIEW AND APPROVAL.
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS 7,
CURB DEPRESSION AND DRIVEWAY APPROACHES WILL. BE INSTALLED AND CONSTRUCTED
REPORT. ACCORDING TO STANDARD N0. 207 AND/OR N0. 207A, AS DIRECTED IN THE FIELD.
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN g, ALL STREET SECTIONS ARE TENTATIVE. AQQITIONAl. SOIL TESTS SHALl. 6E TAKEN AFTERrl7u/i i r i�
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD
MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. N0. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED.
PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411
9• PRIME COAT REQUIRED PRIOR TO PAVING ALL. GRADE IN EXCESS OF TEN PERCENT.
10. CUT AND FILL SLOPES SHALL. 8E PROTECTED WITH A COMBINATION OF EROSION AND
SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE
GRADING PHASE. 10. PURSUANT TO THE CITY OF TEMEUCl.A ORDINANCE N0. 90--12, THE DEVELOPER SHALL INSTALL ���a� \ � �s � •. ` O �: � ..� \ �4j
ALL REQUIRED CABLE TV FACILITIES. y �j
11. POST-GRADING ACTIVITIES SHALL- INCLUDE, BUT NOT 8E LIMITED T0, INSTALLING, WHERE
APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE /
WITH CITY CODES PRIOR TO THE APPROVAL. 0F FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL �\
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PAVING N 0 TE S
PER THE U.P.C.
1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT y$ �
12. FILL MATERIAL SHALL NOT 6E PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN �
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL, IF STEEP SLOPING 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT
TERRAIN OCCURS UPON WHICk� FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED,
AND BENCHED INTO FIRM NATURAL, SOIL FOR FULL SUPPORT. A REGISTERED CIVIL. ENGINEER, �• AN APP Rp V D SOIL STERILIZER SHALL 8E USED ON ALL SUBGRADE SURFACES PRIOR
SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL.
0 PLACEM�T OF PAVING.
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 4. ASPHALTIC EMULSION (FOG SEAL.) SHALL. 8E APPLIED NOT LESS THAN (14) DAYS
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED APPLICANT
AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHAD O
DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. LSMS INV. 'A
OPERATIONS.
2423 UNICORNIO 5T. �,y j
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 5. THE SUBDIVIDER OR CONTRACTOR SHALL. APPLY TO THE CITY OF TEMECULA CARlSBAD, CA � �
DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN
15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS CITY RIGHT-OF-WAY. SITE A '' D R E SS
1.5 SHALL 8E SUBMITTED TO THE P
( ) E PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL. 6. THREE SPECIAL. INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS,
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' ONE INSPECTION AT SUBGRApE COMPLETION, AT BASE GRADE COMPLETION AND 43040 MARGARITA RD.
IN VERTICAL HEIGHT. DURING PLACEMENT OF ASPHALT. TEMECULA, CA
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED GROSS ACREAGE:
CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, WORK AREA, AND RELOCATION AND COST OF ALL. EXISTING UTILITIES. THE CITY
THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL 8E GIVEN. IF AN ELEVATION WITH SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (951) 3.22 ACRES
RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE 694-6411.
ADJACENT GROUND SHALL BE GIVEN. g, A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT DISTURBED AREA,
COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT 3.04 ACRES TOTAL
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE THE THE REQUIREMENTS OF ASPHALT PAVING.
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE
N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE RACK GRADE SHALL 8E ,
STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. COORDINATED BY THE CONTRACTOR WITH THE S01l.S ENGINEER AND THE PROJECT
INSPECTOR, ALL. GRADE INSPECTIONS WILL 8E IN CONJUNCTION WITH OR PRECEDED y•.�
18. EXISTING DRAINAGE COURSES SMALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. BY COMPACTION TESTING.
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. gyp, FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED 70 THE DIRECTOR
OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF CONSTRUCTION NOTES AND QUANTITIES, QU�.NTITY UNITS
19. ALL PROPERTY CORNERS SHALL BE CL€ARLY DELINEATED IN THS FIELD PRIOR TOBASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN ,
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CHAPTER 600 OF THE CAL.TRANS HIGHWAY DESIGN MANUAL AND UTILISE THE "R" VALUE
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH THE 1O CONSTRUCT e" TYPE "D" CURB PER C.O.T. STD. 204 3,128 LINEAR FEET
CALIFORNIA TEST N0. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER.
PUBLIC RIGHT-OF-WAY. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY O CONSTRUCT 6" P.C.C. PAVEMENT 58,497 SQUARE FEET �a del►,�.
21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE THE DIRECTOR OF PUBLIC WORKS.
.e.yr�
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION 0�' ERRORS OR
1�• ASPHALT CONCRETE SHAl.l. CONFORM TO ALL PROVISIONS OF SECTION 203-8 OF THE Q CONSTRUCT UNDER SIDEWALK DRAIN PER DETAIL � EACH
OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION, ASPHALT O4 CONSTRUCT P.C.C. SIDEWALK 8,634 SQUARE FEET
REVISIONS SHALL 8E PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM
APPROVAL. THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL O CONSTRUCT HANDICAP ACCESS 1 EACH
CONTAIN A BASE COURSE OF B-AR-4000, MINIMUM THICKNESS OF 2 INCHES.
'22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 12, TWO SPECIAL. INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY O CONSTRUCT TRASH ENCLOSURE 1 EACH
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE PRIOR TO POURING OF ANY CONCRETE IN DISABLED PARKING SPACES OR PATH OF TRAVEL 7 CONSTRUCT AC DRIVEWAY APPROACH PER C.O.T. STD. 207A 2 EACH
OR FEDERAL. ENDANGERED SPECIES ACTS DR WATER QUALITY REGULATIONS. THE O
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE AND ONE INSPECTION AFTER ALL PAVING AND CONCRETE HAS BEEN PLACED IN DISABLED
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. PARKING AND PATH OF TRAVEL. AREAS. eU CONSTRUCT CURBRAMP PER CAlTRANS STD. AeBA CASE "A" 7 EACH
�9
CONSTRUCT PARKING SjAl.k. CURB 4 EACH
GRAPHIC SCALE m LD 07-128.''. GR
LD 04-090 GR
80 30 80 120 180
BUILDING AND SAFETY
REVIEWED FOR COMPLIANCE WITH 'TITLE
IN FEET ) 24 DISABLED ACCESSIBILITY ONLY
i Inch = 60 It. APPROVED BY: OR ..• /O,�s�B ''
AME DATE
PERMIT NO.:
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE SEAL Designed By Drawn By Checked By REVIEWED BY.- DATE: I O O8 DRAWING N0.
m AS-BUILTs ENTIRE SITE / ��p,NT THgNq�� R CITY OF TEMECULA DEPARTMENT OF RU
Contractor I � TEMP. B.M. ASSUMED AT NORTH HORIZONTAL y��J �'�9��a� PIANS PREPARED UNDER THE SUPERVISION OF COMMENDED BY. DAT �, 'PUBLIC WORKS
DRIVE WAY ENTRANCE OFF PAUBA �,�,�,r,wF, T24ow!rtY, Dafe gI ��� -� PG-Inspector i ROAD. ELEV.�12a6.0 M.i.l.. � �30� a �N�ag�a520� 2 s o $ ACCEPTED 8Y: DATE: �� �� ��; A S- BUILT GRADING P�/�N_ ._. . DANIEL . YORK
._ VERT(CAl.
DEPUTY DIRECTOR OF PUBLIC WORKS/CIN ENGINEER
Date Completed �� °'v'� �� - � LOT- 79 TR 24134- 2
B U G R D N G
P 9r�or CA�.� � R.C.E. N0. �2���+ Expires ... .
NA R.C.E. N0. 43212 Expires3/31 /2010 � �►jge�''��, � SNEET � OF 2 �
S
LEGEND 'I
STREET SIGN �
L O T 79 TR 241 J4 2 CHAIN LINK FENCE
LIGHT POLE �
FIRE HYDRANT
i �w v WATERL VALVE I,I
�c2 TREE
Nob°19'3a`E 624,89"
TC 7 25.88 4 � F524.18 ��f� WALL
TC
37.80 3�.4Y g, v
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TC 1 TC / 1 /i v 8� • / � 77.1� 27.38 ; � 1 � 28.39ID TO 6 x II
\ ' FS21.74two
44.24 � > � ti � 35. 3 3.5� ~ / � � 27.37 2.2�/�Z 25.78 7�C f 23.9 IL � WATER METER
TC `� 41.07 TC ------■. 133.01 F 3.T� �-�F F � •�:3-,.r- 8 T - 24.72 ��' � O �
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TC 29.11 8 -�- 2679,. ��•
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N `� TC TC � TC TC \TC TC � 1127.17 28.32
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TC � � ? TC 1 V T �-N�� T 26.,��`��. 19.39TC I
46.82 4B 1 �" °` EXISTING CONTOUR MINOR
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46.50 .T� ''9f� TC,.� TC TC �23� :� 29 C a• �, ' 28 C . I
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n
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� a� 30.03 g�, C 0 .,, f / � , 1. THE CURB RAMP' SHALL 8C OUTLINED, AS SHOWN, 1MTH AM �
2 / 30.73' TC TC $ � fs2$ 29.54 \ / 4 / 2% y cv 1 WIDE BORDER, WITH 1/4 GROOVES APPROXIMATELY 3/4 !
8 9� pC� ! 0.4 o ON CENTER.
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29 2� � SIDEWALK 2, CURB RAMP SNA!!. HAVE A DETECTABLE WARNING SURFACE
/ U126'' � � � X529.38 4 / � � THAT EXTENDS THE FUl.l. WIDTH AND it DEPTH OF THE RAMP.
30.90 0.�� 4�'��� 2 Zg 1 2 .47 T� $95
'd'�� S SURFACE SHALL CONFORM 70 THE DETAILS ON THIS PLAN.
TC 3 11 ( F 29. 3yC' FS ro , T� �52 1 � j MAX LANDING,, �0�9 // � SSE NOTE t � � SEE NOTE 2
� CF\ w RAISED TRUNC OOM�
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^ O� � V �
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91
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(TYP.) DOER � �O cti� �c TC 9.93 � � AT�UR °°o°�O°o°c A�CUA B � II
/ - � 4�i 29:81 7C 2.0� � � 29�IAX
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9 � �8 30.07 �0 TC (TYP.) ODOR � SECTION A-A
529• TC 29• � •8 V6�
2.09 Pl�ANTER F.F. ELEV.
=1231.00
o. MAX LANDING 4
(TYP.) DOOR p ANTER 4 PAD ElEV:=1230.00 �1 � � ' � CALTRANS CURB RAMP CASE A
.>Xo 9 �o� \� F.F. ELEV:=1231.00 !� � N.T.S.
� S6. 9� PAD ELEV:=1230.00
� \ MAX LANDING
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A�ION VALVE �
"N WATER VALVE �
C4NSTRUCTI4N NOTES ��j ' i � ss�M�"QY PREVENTER �
,� „ „ � WATER VALVE �
1O
CONSTRUCT 8 TYPE D CURB PER C.O.T. STD. 204 o I
� IRRIGATION VALVE �
O2 CONSTRUCT 6" P.C.C. PAVEMENT
O3 CONSTRUCT UNDER SIDEWALK DRAIN S'f�
TAINING WALL �
O4 CONSTRUCT P.C.C. SIDEWALK � TA
��CONSTRUCT HANDICAP ACCESS
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6 CONSTRUCT TRASH ENCLOSURE
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OCONSTRUCT CURBRAMP PER CALTRANS STD. A88A CASE "A" y"oo
9O CONSTRUCT PARKING STALL CURB GRAPHIC SCALE
30 t6 30 eo ,Za � LD 07-128 GR
LD 04-090 GR
( ix �E�r ) BUILDING AND SAFETY
REVIEWED FOR COMPLIANCE WITH TITLE
1 inch = 30 ft. 24 DISABLED ACCESSI ILITY 0�1 ,l.�
APPROVED BY:
NAME DATE
., PERMIT N 0.0
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARK SCALE SEAL ��ss� Designed By Drawn By Checked By REVIEWED BY: � DATE:�� 2 � DRAWING N0.
AS ENTIRE SITE 4pN� TNgNq� RECOMMENDED BY: DATE:_____,,-
PLANS
CITY 0F TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL � �a `�TEMP. B.M. ASSUMED AT NORTH ' � yPREPARED UNDER THE SUPERVISION OF _....._. _.
xDateAS- BUILT GRADING PLAN PC-2
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DRIVE WAY ENTRANCE OFF PAUBA �"�30' w No. 82888 m ..�-�v�'�' %Z+'Lk�a��' 9/26 �O$ ACCEPTED BY: DATE: ��" ��
ROAD. ELEV.=1246.0 M.S.l.. °G M. 12-3t-200e �' DANIEL . YORK '�
'-- VERTICAL. * �Ir UNVAN7 THAKKAf2 DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER $ �
S B U I G R A D N G N
Date Completed `'cAv� �� R.C.E. N0. 52856 Expires DECEMBER 31. 2008 � ...;,�
NA R.C.E. N0. 43212 Expires 3/31 Z201 0 ''�'�$e��" � LOT- 79 TR 24134- 2 SHEET 2 of 2
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LEGEND
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STREET SIGN
CHAIN LINK FENCE
LIGHT POLE
FIRE HYDRANT
WV
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BUILDING AND SAFETY
( IN BEET ) REVIEWED FOR COMPLIANCE WITH TITLE
1 inch 30 #t. 24 DISABLED ACCESSIBILITY ONLY
APPROVED BY: `�
NAME DATE
FERMI T NO.:
• REVIEWED BY: DATE:-101DRAWING NO.
S EAL Designed By Drawn By Checked By
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARK SCALE �FEsso
4� 11 .' RECOMMENDED BY: DATE:/ ' ' CITYOF TEMECULADEPARTMENT OE PUBLIC WORKS
AS--BUIL.TS ENTIRE SITE �N� Thq� ��`
HORIZONTAL �w � �- � PLANS PREPARED UNDER THE SUPERVISION of
Contractor
TEMP. B.M. ASSUMED AT NORTH
�, � � �, �, _ ACCEPTED BY. DATE.��"' •� � ° ._
DRIVE WAY ENTPC-
RANCE OFF PAUBA 1 =30 �, - §#oloDg a EROSION CONTROLL P
No. 52856 / ct,1ir t� � ata DA E A. YORK , .
Inspector ROAD. ELEV.�1246.0 M.S.L. EW. 12-31-2008 x-
BUNVANT THAKKAR DEPUTY DIR CTOR OF PUBLIC WORKS/CITY ENGINEER
VERTICAL s CIVIL � M
�,� 1V1 ..
oos LOT- 79 TR 24134- 2
M R 3 2 •::••::
Date Completed 0 R.R.C.E. N0. 52856 Expires BECE BE 1, -.- e �:����'
1 Ex gyres 3/31 ZQ Q SKEET OF
NA R.C.E. NQ. 432 2 p . .