HomeMy WebLinkAboutTract Map 32436 Lot 1-2 & 5-18 Precise Grading GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND 15 �9 yob
SUBSEQUENT AMENDMENTS. RECIS,.I=. GRADIIYG PLAIV 15 P9/4,VA F TH
2. APPROVAL L O ESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. NOTE:
J. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO EROSION CONTROL MEASURES FROM ROUGH GRADING FOR
IMPLEMENTING THE CHANGE IN THE FIELD. E&IER Y PL A CE I TRACT 32436 (LD05-031CR), SHEET 4 OF 4. . 1 D
4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF WAY. J ��
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5. A PERMTRACT AiO,. 32436
15 6ITTEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION.
6 CITY ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE
CONSTRUCTION SITE IS WITHIN ONE-QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M. CONSTRUCTION NOTES AND QUANTITIES: PROJECT
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AND 6:30 A.M., MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS
OF 7:00 A.M. AND &IOP.M., ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY ANDLCOTS v 2 5 181 CONSTRUCT CURB CORE FOR 3 D RAIN PER CITY STD. 3 0 3 2 EA. -p
NATIONALLY RECOGNIZED HOLIDAYS. AND DETAIL SHOWN HEREON.
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7. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES QINSTALL 4" P.V.C. SDR--35 DRAIN PIPE 81 L.F.
REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS THE PERMITEE IS OPQ
RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR GRADING. INSTALL 12"x 12" NDS AREA DRAIN PER DETAIL SHOWN HEREON. 2 EA. �
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8. EMERGENCY TELEPHONE NUMCONSTRUCT CONCRETE SIDEWALK 458 S.F.BERS (ANSWERING MACHINE IS NOT ACCEPTABLE): �
7 '� - CONSTRUCT CONCRETE DRIVEWAY 3,698
LADIO KYTLICA RICHMOND AMERICAN HOMES 818 266-2656 - r -
(RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) f, `� r, 1
3249 ' 15 1 / 1
AMERICAN_HOMES (8181 266-2656 ��
LADIO KYTLICA_ RICHMOND,, ,,.,..._ �� I .��._ .� Zc)
r , "OPEN GRATE" TYPE CAP VIC/N/TY MAP
(RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24 HR PHONE NUMBER) �....,..� 2�.� � IL
CURB R/W
_ OVER TOP OF TEE TO ACT
9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE ? �, -- - 3.5" 0 HOLE CORE AS BUBBLER NOT TO SCALE
DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. � �.� _ AM E S B U RY LANE DRILLED IN CURB
SIDEWALK
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING s' -- SET INVERT OF PIPE ,r
UTILITIES. 1 1 2" ABOVE FL. GUTTER `---
0 ____ '
Z 4 P.V.C. DRAIN LINE
11 7 ` L__
CONSTRUCTION FENCING. A SIX FOOT (6) CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL , �� 2 � -______J SEE PLAN
ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING
UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. �� }••- - ~� 3 A.B.S. 0 4 P.V.C. 90• TEE
7 S=O.O2 MIN. (FOR CLEANOUT)
12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE 4" TO 3" A.B.S. REDUCER
MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 491 (TRACT AND PARCEL MAPS ONLY). �- "r �� �
LEGEND of ABBREVIATIONS SYMBOLS
0 4
AREA DRAIN CURB OUTLET DETAIL T.C. TOP of CURB --- 100 .�.._._ EXIST. CONTOUR
13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICTS (SCAQMD) RULE 403, INCLUDING 0 16 r "� F.L. FLOWLINE ELEV. --100 PROP. CONTOUR
METHODS APPROVED BY THE CITY ENGINEER. 1 2 r _
NOT TO SCALE T.G. TOP OF GRATE PROPERTY LINE
6 5
14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF t j w G.e. GRADE BREAK LIL YL DAYLIGHT LINE
THE OCCUPANCY RELEASE FORM. 3 z F.G. FINISH GRADE 27 SHEET FLOW RATE
SPEED-D-TUFF GRATE R.G. ROUGH GRADE
15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE N.D.S. No. 1212 GREEN _o _ CENTERLINE
Z
) F.S. FINISH SURFACE ,�o Q
NOTES. - 0, T.G. ELEV. � OR APPROVED EQUAL SWALE HIGH POINT
INV. INVERT OF DRAIN . . . FLOWLINE
1 2 10 9 8 z SEE PLAN Q
16. PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. f Q i ( ) N. F.L. P. PAD ELEVATION - -__y___ AREA DRAIN
MI
_ _� m 1� MIN.
F.L.
F.F. FINISH FLOOR ELEV. TOP OF SLOPE
GRADING NOTES. t - -�-�--
\ \ �.����� G.F.F. GARAGE FINISH FLOOR
-
GRATE HOUSING TOE OF SLOPE V.C. BEGIN VERTICAL CURVE
LU ADAPTER N.D.S. No. 1221 RETAINING WALL
1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, r_ m REDUCER OR APPROVED EQUAL I A
AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. ¢ E.V.C. END VERT C L CURVE FIRE HYDRANT
s '``----- PIPE RISER ' PLASTIC TEE 1. ALL FITTING BY: NATIONAL DIVERSIFIED SALES INC. P./. POINT OF INTERSECTION CF-0 STREET LIGHT
2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND WAVE �►NE } °' (OR EQUAL). E.P. EDGE OF PAVEMENT — -- �-- 7.�,,ASSOCIATES DATED MARCH 22 2005 AND AN UPDATED SOILS REPORT BY PETRA GEOTECHNICAL DATED JULY 8 1 . RLY - 2550 AZURITE CIRCLE 0 DEEPENED FOOTING
zo 00.5 o M! , 1 NEWBURY PARK, CA 91320 T.W. TDP OF WALL ELEV. ooh
J. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. r r, 2. REFER TO FINISH GRADING. T.F. TOP OF FOOTING ELEV.
1 C ) ? 4 PVC (SCH 40 INV. ELEV, T.R.W. TOP of RET. WALL ELEV.
PER PLAN J. DD NOT GLUE GRATE OR RISER TO PIPE. (NEED TO BE M EXISTING WATER METER
4. STABILITY CALCULATIONS WITH AFACTOR-OF SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND (SEE PLAN) ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) D.F. DEEPEN FOOTING
DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY INDEX MAP 4. GLUE: "I.P.S. WELD ON" / 773 SOLVENT (MEDIUM BODIED L. LENGTH PROPOSED DRIVEWAY
FEET (30) IN VERTICAL HEIGHT. FAST SET FOR ABS PIPE THRU fi 0 DWY. DRIVEWAY
SCALE 1" = 100' 5. WHEN MIN. DEPTH REQUIRED IS 7", USE ONE 90' ELL. ��L EXISTING DRIVEWAY
5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100---YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP ENVIRONMENTAL NOTE: NOTE: DO NOT GLUE GRATE OR RISER TO PIPE.
N.T.S. NOT TO SCALE Li-
OF ALL GRADED SLOPES OVER THREE FEET (3) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) P.U.E. PUBLIC UTILITY EASEMENT I� AC UNIT
RUNOFF AWAY FROM THE TOP OF SLOPES. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM STATE OR T.S. TOP OF STEP (P= 1 EXISTING PAD ELEVATION PER
FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDAGERED SPECIES ACT. 1 105.7) PER ROUGH GRADING PLAN
6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO A PRE--CONSTRUCTION MEETING AND COMMENCEMENT YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCE OR 12 SQUARE INLET DETAIL B.S. BOTTOM OF STEP
OF ANY CONSTRUCT/0N/GRADING ACTIVITY- GRADING.
P-- 1105.0 FINISH PAD ELEVATION
N.T.S.
A EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER
COURSES SHALL BE PERMITTED. NOTICE TO CONTRACTORS:
8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY ASEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR
IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING RANCHO CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OR THE
OPERATIONS. EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE49.3'
9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND
CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON 49.3
OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET (5'), THE TERRAIN MUST BE KEYED AND THIS PLAN.
BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT 857a WATER SATURATION. NOTE. 1 -B
3- G
10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, 0R GEOLOGIST WHO SHALL � C
1IN `� � 5.2"
�
SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT ' IF AT ANY TIME DURING EXCAVATION/CONSTRUCTIQN OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR Cv
( � OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE
DEPTH HAVE BEEN PROPERLY PLACED. '
PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER . 5'2 - _
11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-6395) AT LEAST 48 HOURS IN ADVANCE DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY N- rn ---- - - ---~--
REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT E.'
CLEARANCE FOR EACH LOT. AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO
ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE,
12. PRIOR TO RELEASE OF A BUILDING PERMIT A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND CN
DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE RESUMPTION OF UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCELO , � L6/
ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION WORK. , THE DIRECTOR OF PLANNING SHALL ® P L I
NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR
OF CUT/FILL SLOPES. __ -- I
OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE PLANNING DIRECTOR. -
13. PRIOR TO RELEASE OF A BUILDING PERMIT A REGISTER I ® ' ' r ,
ED SOLS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT SOILS ENGINEERS CERTIFICATE. 24' EET
INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN BASIS aF BEARINGS' '
DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. N2
D ACCE ESMT. `O
THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051'J5" WEST FOR A PORTION OF THE4—D `n
I, SIAMAK JAFROUDI A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA,
14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR CENTERLINE OF MARGARITA ROAD AS SHOWN ON A MAP OF TRACT NO. 29286, MB 298/86--89. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY VERIFY
A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS 5.2' I�r_ r r r i _" 5.2'
OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE MADE BY ME OR UNDER MY DIRECTION ON NOVEMBER 13, 2009. ONE COMPLETE COPY OF '`? I i i I I °j
U.P.C. LEGAL DESCRIPTION:
T HE GEOTECHNICAL ENGINEERING INVETIGATION COMPILED FROM THIS STUDY WITH MY AND SOURCE OFTOPO: • LOTS 1-2, 10-12, 15, TR. 32436 IN BOOK 393 OF MAPS, PAGES 47-51, NO. 2005-0972366
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
INLAND AERIAL
Underground Service Alert 7177 ARLINGTON AVE., SUITE A THESE GRADING PLANS HAVE BEEN REVIEWED BY ME, OR UNDER MY DIRECTION AND
RIVERSIDE, CA 92503PCLS. A (1), B (2), LLA PA 06-0382, DOC. 12007-0102164 CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING INVESTIGATION1
•
Call: T FREE DATE OF PHOTOGRAPHY: 08/02/04 • PCLS. A. B, C. LLA PA 06-0381, DOC. 12007-0102163 MENTIONED ABOVE. - �- , -.- -
EARTHWORK 0UANTI TIES: PCLS. A, B, LLA PA 06-0384, DOC. 12007-0102166 38.8'
• 40.2
• PCLS. A, B, C. 0383, . 12007-0102165.r 800 YD CUT 0 YD FILL 800 YD EXPORT LLA PA 06- DOC
* PCLS A (5), B (6), C (7) LLA PA 10--0216, DDC. 12010-0470148 ° A-
AREA SUMMARY: • PCLS A (8), B (9), LLA PA 10-0217, DOC. # 1040-0470150 SIGNED -09
270 2 �2600 PCLS A (13), B (14), C (16) LLA PA 10-0218, DOC. # 2010-0470152 & R/W
GROSS ACREAGE = 1.7 AC
DISTURBED ACREAGE = 1.7 AC • PCLS A (17), B (18) LLA PA 10-0219 DOC. # 2010-0470154 GE2024 6/30/12 NO. cE002024
TC
R.G.E. NO. EXPIRATION DATE
TWO WORKING DAYS BEFORE YOU DIG PREPARED MJt: PRBP"ED I, sr �a \oP �`
NOTE. �����/ ��� qTF pFCH t\F��� CIL
� Ei ASSOCIATES cA — — —
C0U N S A K E R & A S S Q A E S THE MODEL SITE TEMPORARY PARKING AREA (LOT 2) DATE
"CAUTION": Remember that the USA Center I R V I N E I N C WILL BE DEMOLISHED AND RE-GRADED, COMPACTED AND
notifies only those utilities belongingg to AMERICAN H O M E 5 TYPICAL FOOTPRINT
the center. There could be other utilities 6171 California Avenue PLANNING a ENGINEERING ■ SURVEYING RE-CERTIFIED BEFORE ANY VERTICAL CONSTRUCTION.
Present at the work site. The center will Suits 120
is 9x817 Three Hughes Irene, CA 92618 ■ PFI:(949)5831010 ■ FX:(949)583.059 SCALE 1" = 20'
inform you of whom they will notify. Irvine' WDID 9330357834 LD10w041GR
(949) 487-2608
CONSTRUCTION RECORD DATE BY DATE AWD BENCH MARK o��ss�o DESIGNED BY DRAWN BY CHECKED BY Drawing No.
SCALE DATE: CITY OE TEMECULA DEPARTMENT OF PUBLIC WORKS
'Q? o D. � RECOMMENDED BY: . ���
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE 4w¢p,RD 10 �n2
Contractor CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL. ; �,�`• eta Plans Prepared Under The Supervision Of
T-46-81 RESET 1997 EASTERLY OF THE CENTERLINE z ACCEPTED BY: r J�t� �- DATE: /0 J� p
PRECISE GRADINGPLAN
OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE ,,�,, NO. 50392 rn
Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY AS NOTED Exp, 6/30/11 Date: 4C7' /q�� ,ZO/D GREG B TLER
OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. J, �. GERA D. EZ DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
M�� PLACE •• TRACT � �
VERTICAL '' � -
Date Completed ELEVATION: 1097.163' 9TF cl��� p�� �risa���
°F AL R.C.E. No. 50392 Expires: 6/30/11 R.C.E. No. 47109 % � LOTS1,25mlS
N/A SHEET -1-OF 2
DATE: Oct. 14, 2010 08:51 :20 AM FILE: F:\0587\Engineering\TR_32436-Emery I\Grd_Precise\Phase 4-6 & BO\Sht01 .dwg
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