HomeMy WebLinkAboutLot 2 Bldg 58,60-61 Precise Grading G.IEN-9-RAL S .. , �.�� aa�_���... ,�....�me�. .. ro.�� . �, ._.��.���.. ��.....�. n.. ._.. .�� ..�.�....�...,.. ...... ,. � ..�„ . � � ..
1 . STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY'S"
IMPROVEMENT STANDARD DRAW I NGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS) , THE CITY'SBelvisteff T N 3992
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ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. ��
2. EMERGENCY TELEPHONE NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE):
TRENT HEINER WOODSIDE HOMES 949-456-5044 PRECI E GRADIN PLAN
RESPONSIBLE PERSON DEVELOPS CO ANY 24-HR MONT NUMBER BUILD OuTy,11 BUILDIN 815160 & I
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LOT 2 q
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RESPONSIBLE PERSON CONTRACTOR COMPANY 24-HR PHONE NUMBER) V \
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. PROJECT
PHASE�� ��3
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J PHASE 2 r-
3.
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3. LICENSE/PERMIT REQUIREMENT. r \�^/ \� (LOT 1}
a . PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY.
b . A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND ANPHASE
F. .
APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION. 1 \
4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND ENGINEER �� � \ �► �A
OF RECORD FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING # �� �'
CONSTRUCTION.
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5. 'WORKING HOURS. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENGAGE ,IN OR CONDUCT
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CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE-QUARTER OF A MILE OF AN OCCUPIED I E° '` PASA
RESIDENCE, BETWEEN THE HOURS OF 6: 30 PM AND 6: 30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN
OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7: 00 AM AND 6: 30 PM ON SATURDAY. NO
CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS.
AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY t
6 REGULATORY o
CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED
SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE CLEARANCES FROM THESE AGENCIES SHALL BE
OBTAINED PRIOR TO ANY SITE DISTURBANCE OR GRADING. ' VICINITY M A P
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CHANGE MUST BE FIRST , SUBMITTED TO THE CITY AS A REDLINE ® 1 1 ► i 1/ rv.Ts.
7. CONSTRUCTION CHANGE. ANY CONSTRUCTION
REVISION FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITY'S i
ENGINEERING AND CONSTRUCTION MANUAL. _-Ca"
DING 140TES
- PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE � � . � �� �-
8. PRE CONSTRUCTION MEETING. A --_
s r '� �TANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES ( I .E. , STOCKPILING, LAND CLEARING, EROSION &
START OF CONSTRUCTION. DURING CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTORS REPRESENTATIVE
SHALL BE AT THE JOB SITE AT ALL TIMES
3 ti ` �� SEDIMENT CONTROL, ETC. ) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL
= �� f�
® , CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE STANDARDS, THE LATEST EDITION OF THE .
A TO THE
1 ii
AN Y THE CITY DOES NOT CONSTITUTE A REPRESENTATION S _
9. UTILITIES. APPROVAL OF THESE PLANS B \ ;- � CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRBC)
ACCURACYF OR COMPLETENESS OF THE LOCATION NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND `� � �
c� � i NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT CONSTRUCTION ACTIVITIES.
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UTILITIES WITHIN THE PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE 2 �
REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENSE. 2. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE SITE.
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10 SURVEY. IT ` SHALL BE THE RESPONSIBILITY OF THE .CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO ` 3. NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE @► (951 ) 308-6395 AT
INSTALL STREET CENTERLINE MONUMENTS, AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491 . CENTERLINE ® '��- �� LEAST 24 HOURS IN ADVANCE OF BEGINNING ANY CONSTRUCTION/GRADING OPERATIONS.
TIES SHALL BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS
`- `� '' ` �i 4. SOILS. ALL CONSTRUCTION GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
GRANTED. ALL EXISTING MONUMENTATION {DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE REPLACED � u- �, � � CONSTRUCTION/
GRADING
4 7 AND UPDATED ON OCTOBER 5
Y GHTON AND ASSOCIATES DATED NE 20O ,
TO CITY STANDARDS IN ACCORDANCE WITH THE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CODE, AND AS � i� ,� PRELIMINARY SOILS INVESTIGATION B LEIGHTON
-r- PART OF THIS GRADE PLAN.
TO ..THE CITY � _---- 2011 . SAID REPORT SHALL BE CONSIDERED A
APPROVED BY THE CITY ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED � �c �►� ,
ENGINEER. .,..
11 . DUST CONTROL. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED BY THE CITY _ S
5. CUT/FILL.
HIGHNp !� a . MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 , UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, AND SHALL
.ENGINEER AND SHALL COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S
S (SCA
MD
) RULE 403.
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COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT,. FILL SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE
COMPACTION OUT OF THE FINISH SURFACE
12. CONSTRUCTION FENCING. A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL '
f � j�� �fl°
F NOT PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS
PROJECTS UNTIL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY BY THE CITY ENGINEER FOR PUBLIC _ b . FILL MATERIAL SHALL BE F
® .
OP 0 VEGETATION AND OTHER DELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5. 1 AND IS
SAFETY. THE MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DEBRIS, T SIL, EG
GREATER THAN FIVE FEET THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR NATIVE SOIL, AS
13. INSPECTIONS. ALL WORK PERFORMED WITHOUT PROPER INSPECTION FROM THE CITY MAY BE SUBJECT TO REJECTION. 3
DIRECTED BY THE GEOTECHNICAL ENGINEER.
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14. OTHER .CONSTRUCTION NOTES.. REFER TO SEPARATE NOTES FOR GRADING, EROSION AND SEDIMENT CONTROL, PAVING � e . STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ( 1 .5) SHALL BE SUBMITTED
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AND TRAFFIC REQUIREMENTS, IF APPLICABLE. �� ,
fi4. TO PUBLIC WORKS BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES
® s \ OVER 30 FEET IN VERTICAL HEIGHT.
SHEET INDEX
2 . . . d . ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER SOILS ENGINEER OR
GEOLOGIST WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH
SOURCE OF TOPOGRAPHY: \ �• \': � 3 HAVE BEEN�PROPERLY PLACED.
SHEET 1 TITLE SHEET ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. , '
SHEET 2 DETAIL SHEET 647 N. MAIN STREET, SUITE 1A \ ,�` \,r
SHEET 3 PRECISE GRADING PLAN 6. DRAINAGE.
�,, �
RIVERSIDE, CA. 92501 zIT, f, _ a . AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS
BUILDINGS 58,60 & 61 )
951 686-
5103 \ ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED
SHEET 4 DEMOLITION PLAN DATE OF TOPOGRAPHY 9/16/02 d ? 36 << V CONSTRUCTED
AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL BE C NSTR CTED
BUILDINGS 58 & 59 4S
PER THE APPROVED PLANS.
■ s t b . EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. N4 OBSTRUCTION OF FLOOD PLAINS OR
BASIS OF BEARINGS NOTE. \
Y � NATURAL WATER COURSES SHALL BE PERMITTED.
THE BEARINGS SHOWN HEREON ARE BASED ON A c . TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE
PORTION OF THE CENTERLINE OF YNEZ ROAD AS �� 4� MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND
SHOWN ON TRACT NO. 23992, M.B. 231/9-12 BEING 43 37 PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS.
$$ APPROVED PROTECTIVEMEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
INN 48015' 11 W38
d . APR VED
42 PROPERTIES DURING THE GRADING PROJECT.
e . DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE PLACED WITHIN
THE LIMITS OF EASEMENTS.
SOILS ENGINEERS CERTIFICATE,
9
f . THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHAD BE A ONE-HALF PERCENT (0.5%) .
0)
I , SIMON I . SAIID A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA,
CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF �-
PROJEC I NFO: SOIL MECHANICS HEREBY VERIFY THAT / 7• PROPERTY CORNERS ALL PROPERTYE
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
' / ANY CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY THE CITY ENGINEER.
WDID# : 9 330360287 A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
i SCALE , « 1 .
RISK LEVEL : 2 OR UNDER MY DIRECTION ON 1OZ52011 . ONE COMPLETE COPY OF THE GEOTECHNICAL NSP CTION PRIOR' TO BUILDING.PERMIT. INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC WORKS
ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN 8 ROUGH GRADING I E
GROSS ACREAGE : 0.4 ACRES SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. \
INSPECTION LINE AT (951 ) 308-6395. SUBMIT THE FOLLOWING: o
DISTURBED ACREAGE : 0.2 ACRES
/ a . TWO SETS OF PAD ELEVATION CERTIFICATION (I .E. , ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD :
ELEVATION COMPLIES WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION
THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE 0
QSD/QSP PAUL WARNER CERT#21570 RECOMMENDATIONS MADE IN THE GEOTECHN I CAL INVESTIGATION MENTIONED ABOVE. CONSTRUCTION NOTES & QUANTITY ESTIMATE AND LOCATION OF CUT/FILL SLOPES. o
PHONE NUMBER (951 ) 712-4406 b . TWO SETS OF PAD COMPACTION CERTIFICATION ( I .E. , FINAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATEMENT o
EMAIL : WATERWRKtAOL.COMYROFESSf�N NO. ITEM QUANTITY UNIT THAT THE GRADING COMPLIES WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. m
4 I • ql LOT GRADING (3 LOTS X 75 C.Y. EACH) 225 CY
SIGNED 9. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. C
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OWNER/DPE =' z 2 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 12 EA 0
62375 C.Dw m 10. POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT LIMITED TO, INSTALLING WHERE
WOODSIDE HOMES R.C.E. NO. °G No. 62375 ' 3 CONSTRUCT DOWNSPOUT CONNECTION PER DETAIL 4 CASE 1 6 EA APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL
11870 PIERCE STREET SUITE 250
CODE PRIOR TO FINAL INSPECTION. SLOPES OVER FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION o
RIVERSIDE, CA 92505 'S fqT C1V11. �a`�' INSTALS 4" PVC DRAIN PIPE 286 LF SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. o
CONTACT : TRENT HE I NER DATL OF CA�� � D
PHONE : (949) 858-4980 CONSTRUCT CONCRETE WALKWAY PER CITY OF TEMECULA STD. NO. 401 1 , 188 SF >, FF "GENERAL" FF m
11 . OTHER CONSTRUCT-ION NOTES. REFER TO SEPARATE NOTES FOR PAVING, GENERAL AND EROSION AND SEDIMENT
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ALL CURB ADJACENT SIDEWALK TO BE BUILT PER LD12-108CO --- -- CONTROL" REQUIREMENTS.
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SOILS ENGINEER:
INSTALL DRIVEWAY 6.28 SF
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LEIGHTON AND ASSOCIATES
41715 ENTERPRISE CIRCLE NORTH, SUITE 103 10 REMOVE CONCRETE PARKING LOT 3,599 SF
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TEMECULA, CA. 92590
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PHONE: (951 ) 296-0530 11 REMOVE SIDEWALK 716 SF
■ ■ ■ 40810 COUNTY CENTER DRIVE,SUITE 100
CONSULTING TEMECULA,CALIFORNIA 92591-4679 FAX: (951 ) 296-0534
12 REMOVEPVC DRAINAGE PIPE 169 LF
Company 951.676.8042 w FAX 951.676.7240 www.RBF.com LD14m,0090R z
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'........ DESIGNED BY DRAWN BY CHECKED BY o
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCH MARK SCALE gpE ESS/ CITY
Q �fV TEMECULA
DEPARTMENT OF PUBLIC WORKS SHEET NO. 0
T-32-81 RESET 1987, A 2 1/2" DISK ��� A '9l� M. DOTY M. DOTY M. DOTY �;��.'1 C� ,� �¢
IN CONCRETE WALK NEAR THE HORIZONTAL 4r ��,�+ PLANS PREPARED UNDER T[-E SUPERVISION OF RECOMMENDED BY. DATE. G ft
CONTRACTOR INTERSECTION OF FRONT STREET AND -� = r PRECISE GRADING PLAN
RANCHO CALIFORNIA ROAD IN THEuj
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AS NOTED c , r.
SIDEWALK OF A BRIDGE OVER THE No. 73744 `'
INSPECTORCT 23992 LOT
MURR I ETA CREEK ON THE NORTHWESTACCEPTED BY: DATE: x r:x:.:
CORNER OF BRIDGE. VERTICAL7k DATE: D 5 d /Ze/or
VERT I CAL THOMAS W. GARC I A - ., TITLE SHEET �
.� CIVIC MARK A DOTY 'DATE COMPLETED SITDIRECTOR OF PUBLIC WORKS/CITY ENGINEER
NEER fAf . 9ea.:
�Q xFTR.C.E. OF SHEETS JELEVATION = 1007.337' N/A F CAL 73744 PHASE BUILD � ` ``.D �r � � �►� �Qc �1 4
R.C.E. 48279
NOTES:
BUILDING FACE 1 . ALL FITTINGS BY:
NATIONAL DIVERSIFIED SALES, INC. (OR EQUAL)
851 N. HARVARD AVENUE
LINDSAY, CA. 93247
DOWN SPOUT (800) 728-1994
VAIRES PER PLAN 2. REFER TO FINISH GRADING NOTES
2" OR 3" DIA.--..t, 3. DO NOT GLUE GRATE OR RISER TO PIPE
4. GLUE: "IPS WELD-ON" x#733 SOLVENT
STRAP (MEDIUM BODIED, FAST SET) FOR ABS PIPE
THRU 8" DIAMETER
JOIN DOWN SPOUT 5. EACH LOT TO HAVE ROOF DRAIN SYSTEM
TO RISER RANCHO HIGHLANDS
BUILDING LINE- " DRIVE
3 PVC R I SER Rf W
1 ' (LENGTH VARIES)
FINISH GRADE .0% MIN
2 '.
-ram- '. �' ♦ ♦. 'b p. ••
( 11 )
FINISHED FLOOR NDS 1230 OR APPROVED /� � h> `° �i'��'�/�, BUILDING
iU-) cv EQUAL WHERE SHOWN /,��/.��/.��/.�
"•_;°; '_.: ON PLAN ,e off, —
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PVC DRAIN PIPE `
PAD ELEVATION DRAIN PIPE x-1110 11
'
ro�9 SANI '~
3 PVC 45o ELBOW TYP.
D FILL PER PLAN
{2)
PVC DRAIN PIPE PLACES OR USE (1 ) 90°
. .�...,.• 3 ff ti
(TYP) SWEEP
TYPICAL_ SECTION
NOT TO SCALE
TYPICAL SLAB /OO,TI N G DESIGN DETAIL_ DETAIL~ 4
NOT TO SCALE DOWN SPOUT TO AREA DRAIN - CASE
NOT TO SCALE
BUILDING LINE
V
BUILDING LINE BUILDING LINE
MUDSILF E
5' MIN 4' 5' MIN DEEPENED FOOTING {DF) DEPTH FINISHED FLOOR °
LO
VARIES WALK VARIES SHOWN ON GRADING PLANS •..:R..;...,..R.�.. a.�. .:
1 ' MIN . .....r.. . - 1 °'
1MIN FINISHED FLOOR FINISHED GRADE Zai° ooAN >r
NN
{UPPER) �. . PAD E
(0 LEVATION
2_:r 12" �`' SAND FILL
FINISHED FLOOR _ rp.X ro
aqo N "°• �,• . .: MIN
: ,
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(LOWER) % MZ .:; °";: :°` NOTE IN NO CASE SHALL THER SWALE L �-
:.-, °. 2.0% SAND FILL
PAD ELEVATION f° . �� : F o
..---- BE LOWER THAN THE BOTTOM OF THE
FOOTING WITHIN 5' OF THE FOOTING
PAD ELEVATION SAND FILL 20�'
,. q PVC DRAIN PIPE ca
2� N (WHERE APPLICABLE) DEEPENED FOOTING DEPTH AS SHOWN ON THESE PRECISE GRADING PLANS EXCLUDE
THE BUILDING SLAB THICKNESS PER ARCHITECT PLANS. FOOTING DEPTHS MAY BE o
PVC DRAIN PIPE EXTENDED DUE TO STRUCTURAL REQUIREMENTS. NCS
(WHERE APPLICABLE)
0
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TYPICAL_ SECTION EXTRA DEPTH FOOTING DETAIL
NOT TO SCALE NOT TO SCALE I
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40810 COUNTY CENTER DRIVE,SUITE 100 Q
CONSULTING TEMECUL.A,CALIFORNIA 92591-4679
A�- Company 951.676.8042 - FAX 9.51.676.7240 • www.RBF.corn L14= � Q
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY /
SCALE "ESS
ff O 9�
M. DOTY M., DOTY - M. DOTY CITY'OF TEMECULA DEPARTMENT OF PUBLIC WORKS SHEET NO. N
T-32-81 RESET 1987, A 2 1/2 DISK �`� a,
IN CONCRETE WALK NEAR THE jv �` RECOMMENDED BY: DATE: !FLO t4 N
CONTRACTOR HORIZONTAL �,� PLANS PREPARED UNDER THE SUPERVISION OF o
INTERSECTION OF FRONT STREET AND m .�o` r P'RECIS'E C DING N
RANCHO CALIFORNIA ROAD IN THE
SIDEWALK OF A BRIDGE OVER THE AS NOTED c No. 73744 �' °��
INSPECTOR A : sY� TRACT 2399; LOT2 �c
MURR I ETA CREEK ON THE NORTHWEST ACCEPTED BY. ..�.�. DATE: G► x. ,
CORNER OF BRIDGE. DATE. 0 5 � d :a. Q
VERTICAL CAL ClV1�. e� THOMAS W. GARC I A
DATE COMPLETED 9 MARK A A. DOTY TAI SHEET
�4-QF � p� DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
ELEVATION = 1007.337' N/A CAS R.C.E. 73744 R.C.E. 48279 " , SO 1 OF 4 SHEETS
PHASE BUILD OUT BLD�GS �i
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9 ® ® 40810 COUNTY CENTER DRIVE,SUITE,100 .�
CONSULTING TEMECULA,CALIFORNIA 92591-4679 f
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A�-- Company 951.676.8042 FAX 951.676.7240 ■ www.RBF.com y r 0
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY
SCALE 2ROF ESSJQ
T E ` A
DEPARTMENT OF(PUBLIC WORKS SHEET NO.
T-32-81 RESET 1987, A 2 1/2, D I SK �O 9l M ooTY M. DOTY M. ooTY N
I N CONCRETE WALK NEAR THE w� A. ® RECOMMENDED BY: _ DATE: /G cv
HORIZONTAL I ZONTAL �. o _
CONTRACTOR Q- .� PLANS PREPARED UNDER THE SUPERVISION OF o
INTERSECTION OF FRONT STREET AND _ -�- Z o �` PRECISE GRADING PL �
RANCHO CALIFORNIA ROAD IN THE rn
SIDEWALK OF A BRIDGE OVER THE AS NOTED � ��
4
INSPECTOR No. 73744TRACT 23992 LOT 2 <
MURR I ETA CREEK 4N THE NORTHWEST ....�.� . ... DAT a ::.x..:n.DATE: G?/ . /' C ACCEPTED 8Y. E <
CORNER OF BRIDGE. y »._ Y.. , Q
VERTICAL CAL CIV
THOMAS W. GARC I A
jDATE COMPLETED MARK A. DOTY :DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
ELEVATION 1007.337' N/A OF CA��F R.C.E. 73744 R.C.E. 48279 PHASE BUILD OUT, BLDGS ► 5 aE1 OF SHEETS
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