HomeMy WebLinkAboutTract Map 32437-2 Lots 2-4 Precise Grading GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE IMPROVEMENT STANDARD DRAWINGS AND
SUBSEQUENT AMENDMENTS. 15 15 �T SpRINcs
2. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE
44 3 ;r 2
RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION.
3. ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL PRIOR TO
IMPLEMENTING THE CHANGE IN THE FIELD.
4. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF WAY. EL p
441
5. A PERMITTEE SHALL SCHEDULE APRE-CONSTRUCTION MEETING TWO (2) WORK DAYS PRIOR TO BEGINNING CONSTRUCTION. �5
6. CIN ORDINANCE 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE �41
CONSTRUCTION SITE IS WITHIN ONE-QUARTER (1/4) OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30 P.M.
AND 6:30 A.M., MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS PROJECT
OF 7:00 A.M. AND 6:30P.M., ON SATURDAY. FURTHER NO CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND PA11O302 �
NATIONALLY RECOGNIZED HOLIDAYS.
7. THE ISSUANCE OF A PERMIT BY THE CIN DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES
REGULATING THE RESPONSBLE FOR OBTAININGSIONS THE
OTHESTATE
AP ROPRIATEFEDECLEARANCESEFROML ENDANGREDSTHESE AGENCIES PRIOR OU ANY SITE DISTURBANCE ORRPECIES ACTS OR WATER QALITY REGULATIONS THE I
TEE IS GRADING. EROSION & SEDIMENT CONTROL NOTES
8. EMERGENCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE): 1. THESE NOTES ARE COMPREHENSIVE AND SHOULD 8E APPLIED ACCORDING TO SITE-SPECIFIC CONDITIONS.
YEAR-ROUND POLLUTION PREVENTION MEASURES, ALSO KNOWN AS BEST MANAGEMENT PRACTICES (BMP'SSEDIMNT ),
LADIO KYTUCA RICHMOND AMERICAN HOMES (818) 266-2656 CONTROLS MUST BE I MUST LBE ED PNS� TALL D AND RIOR TO ANY FMAINTA NEDIELD ITPRIOR IES. DT�O IAND LTHROUGHOUEROSION TEEACHI RAINY VENTION DSEASONE THE 15 FI- 116 ; 17 ; 18 1,9 20 ; 21 ; 22 ; 23 ; 24 25 � 26 � 27 i 28 � �g
(RESPONSIBLE PERSON/DEVELOPER) (COMPANY) (24 HR PHONE NUMBER) DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS THROUGHOUT THE __ __ __ _ __ 3c2-4,1.�,-+� /DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING -''`, VICINITY MAP
LADIO KYTLICA RICHMOND AMERICAN HOMES (818).,..,266-2656 ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE AMESBURY LANE � NOT TO SCALE
(RESPONSIBLE PERSON/CONTRACTOR) (COMPANY) (24 HR PHONE NUMBER) DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. -- -- - -- - --------
9. THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE EROSION AND SEDIMENT CONTROL NOTES THROUGHOUT THE 2, STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM A SITE OR TO PRIVATE OR 5 6 7 8 9 10 11 12 13 74 CONSTRUCTION NOTES AND QUANTITIES:
DURATION OF THE PROJECT, INCLUDING THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. PUBLIC STORM WATER, CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, FLOW-LINES, INLETS, �A U1 CONSTRUCT CURB CORE FOR 3" DRAIN PER CIN STD. 303 AND DETEAIL SHOWN ON SHEET 2 2 EA.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING OUTLETS, ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM WATER
UTILITIES. CONVEYANCE SYSTEM YEAR-ROUND. O2 INSTALL 4" P.V.C. SDR-35 DRAIN PIPE 320 L.F.
41 40 39 38 .37 JE 35 O3 NOT USED
11. CONSTRUCTION FENCING: A SIX FOOT (6') CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL 3. IF THE PROJECT WILL DISTURB, EXPOSE OR STOCKPILE ONE (1) ACRE OR MORE OF SOIL, THE SITE MUST 4-2 �
ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBLIC SAFETY. THE MAINTENANCE FOR CONSTRUCTION FENCING BE COVERED UNDER THE STATE GENERAL CONSTRUCTION PERMIT. A WASTE DISCHARGE IDENTIFICATION - O4 NOT USED - -
UNTIL ROOF SYSTEMS ARE COMPLETED IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. (WDID) NUMBER SHALL BE PROVIDED TO THE CIN PRIOR TO ISSUANCE OF A GRADING PERMIT, ANDA � WENHAM WAY
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT THE DURATION 7 O NOT USED
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12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE OF THE PROJECT. THE SWPPP SHALL BE READILY AVAILABLE TO CIN AND STATE INSPECTORS AND NOT USEDUPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. THE CONSTRUCTION PERMIT CAN 2,5 26 '
MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE N0. 491 (TRACT AND PARCEL MAPS ONLY). BE DOWNLOADED AT WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/STORMWATER. THE SWPPP � 4�3 J� Q �7 NOT USED - -
13. DUST SHALL BE CONTROLLED TO COMPLY WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403, INCLUDING TEMPLATE CAN BE DOWNLOADED AT WWW.CABMPHANDBOOKS.COM/CONSTRUCTION. ' 24 1 27 ; 3.3 __j NOT NOT USED - -
METHODS APPROVED BY THE CIN ENGINEER. 44
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS � r O9 CONSTRUCT DRIVEWAY PER CITY OF TEMECULA STD. 207 1 EA.
THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION WITHIN SEVEN (7) DAYS PRIOR TO ANY � � 23
14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSINESS DAYS FOR THE RECEIPT OF wA RLY �A E � ��� 1 � 1� � �37 a 10 CONSTRUCT 4'� MIN. CONCRETE FLATWORK. SEE LANDSCAPE ARCHITECT PLANS FOR FINISH �025 S.F.
THE OCCUPANCY RELEASE FORM. FORECASTED RAIN. THE DEVELOPER/CONTRACTOR SHALL MAKE AVAILABLE EQUIPMENT AND WORKERS FOR w ' Q , 1 W �� 1 _ �
EMERGENCY WORK TO PROTECT THE SITE. Z - � ' 22 1 � z SCORE LINES, JOINTS AND OTHER DETAILS.
0 2� � 11 REMOVE EXISTING CURB & GUTTER 10 L.F.
15. FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING, GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE 5. PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE J , � �5 "57
NOTES. LIMITED TO AREAS THAT WILL 8E IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF EROSION AND z � , , � 2� SCJ 1 )- �6 1 1Q NOT USED - -
SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS O 1
16. PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HIS/HER REPRESENTATIVE UPON REQUEST. p __ � 14 � ' I -; z 13 - -
OF AN INACTIVE SITE, AS DESCRIBED IN SUBARTICLE 6.3(B) OF THE GRADING MANUAL, SHALL ALSO BE Z1.3Z 20 - 47 _30�� NOT USED
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GRADING NOTES: PROTECTED. � �3 � I Q �j� CY 14 CONSTRUCT HARDSCAPING PER LANDSCAPING ARCHITECT 224 S.F.
6. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED RESTORED, REPAIRED OR MODIFIED m ' 79 3-% 2-41
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�•' 15 INSTALL G; GREEN ATRIUM GRATE (NDS SCHEDULE #80) WITH SDR-35 RISER TO FITTING 8 EA.
1. ALL GRADING, EROSION & SEDIMENT CONTROL RELATED ACTIVITIES SHALL CONFORM TO THE TITLE 18 OF THE TEMECULA MUNICIPAL CODE, YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY � `� 12 � i � �32 !J �l�,�
AND IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION � � 16 INSTALL 6 SATIN BRASS GRATE (NDS SCHEDULE X9206) WITH SDR-35 RISER TO FITTING 1 EA.
OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN Q INSTALL 12'X12" NDS N0. 1212 (OR APPROVED EQUAL) AREA DRAIN 1 EA.
2. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LGC INLAND, INC. THEIR PLACE. INDEX MAPINSTALL DATED JUNE 12, 2006. OFF-STREET ACCESSIBLE PARKING SIGN PER CBC 11298.4. 1 EA.
7. EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED T0, APPLYING AND ESTABLISHING VEGETATIVE
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 AND SHALL COMPLY WITH RECOMMENDATIONS OF THE SOILS REPORT. COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), PLASTIC SHEETING SCALE 1 = 150 LEGEND OF ABBREVIATIONS & SYMBOLS
(MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS, OR OTHER T.C. TOP OF CURB 100 -,- EXIST. CONTOUR
4. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE LAND MEASURES APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE F.L. FLOWLINE ELEV. -"-100--_ PROP. CONTOUR
DEVELOPMENT INSPECTOR BY A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER THIRTY EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER T.G. TOP OF GRATE -- PROPERTY LINE
FEET (30') IN VERTICAL HEIGHT. MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT G.B. GRADE BREAK DAYLIGHT LINE
APPLIED TO A RATE OF 10 GAL/ACRE. THE CIN MAY APPROVE DIFFERENT APPLICATION RATES FOR F.G. FINISH GRADE 2% SHEET FLOW RATE
5. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP SLOPES LESS THAN 4:1.
OF ALL GRADED SLOPES OVER THREE FEET (3') IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE R.G. ROUGH GRADE --� CENTERLINE
RUNOFF AWAY FROM THE TOP OF SLOPES. 8. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED T0, DESILTING BASINS, GRADED BERMS, FIBER F.S. FINISH SURFACE _ �� ?' SWALE HIGH POINT
ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM 3/4" GRAVEL), CHECK DAMS, BASIS OF BEARINGS: � no" -
6. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO APRE-CONSTRUCTION MEETING AND COMMENCEMENT DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15 FOOT (15') INCREMENTSINV. INVERT OF DRAIN . . • FLOWLINE
OF ANY CONSTRUCTION/GRADING ACTIVITY. MEASURED ALONG ON THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR THE BASIS OF BEARINGS ARE BASED ON NORTH 47°56'38" EAST FOR A PORTION OF THE CENTERLINE OF P. PAD ELEVATION __ q AREA DRAIN
DATE STREET AS SHOWN ON A MAP OF TRACT N0. 29639-2, MB 345/1-19. --1 -
STREETS AND COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK F.F. FINISH FLOOR ELEV. TOP OF SLOPE
7. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER RIGHT-OF-WAY OR BACK OF CURBS. G.F.F. GARAGE FINISH FLOOR
COURSES SHALL BE PERMITTED. LEGAL DESCRIPTION: B.V. [ � _ � ] TOE OF SLOPE
C. BEGIN VERTICAL CURVE
9. ALL ONSITE AND OFFSITE FLOW LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, rrrrrrru RETAINING WALL
8. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE BEING IN THE CIN OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LOTS 2-4
CURB GUTTERS, ETC.) STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND E.V.C. END VERTICAL CURVE FIRE HYDRANT
IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS OF TRACT MAP N0. 32437-2 FILED IN BOOK 393, PAGES 23 THROUGH 28 OF MAPS IN THE OFFICE OF P.I. p0/NT OF INTERSECTION �
OPERATIONS. DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS YEAR-ROUND. THE COUNTY RECORDER OF SAID RIVERSIDE COUNTY. �f---� STREET LIGHT
E.P. EDGE OF PAVEMENT - - - DEEPENED FOOTING
9. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND 10. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH T.W. TOP OF WALL ELEV.
OTHER DELETERIOUS MATERIAL. IF SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET (5'), THE TERRAIN MUST BE KEYED AND RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, T.F. TOP OF FOOTING ELEV,
BENCHED INTO EITHER BEDROCK OR NATIVE SOIL WITH EIGHTY FIVE PERCENT (85%) WATER SATURATION. STUCCO, AND OTHER LIQUID WASTE SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS, T.R.W. TOP OF RET. WALL ELEV. a EXISTING WATER METER
SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES, ETC. PRIOR TO ANY FORECASTED RAIN, BINS AND
10. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST WHO SHALL WASH-OUTS SHALL BE COVERED WITH A LID OR PLASTIC TARP. SOILS ENGINEERS CERTIFICATE: D.F. DEEPEN FOOTING
SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1') IN DEPTH L. LENGTH PROPOSED DRIVEWAY
HAVE BEEN PROPERLY PLACED. 11. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES I, SIAMAK JAFROUDI A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, DWY. DRIVEWAY EXISTING DRIVEWAY
YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY VERIFY N.T.S. NOT TO SCALE
11. THE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTION DIVISION (951-308-6395) AT LEAST 48 HOURS IN ADVANCE STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK TO THAT A SAMPLING AND STUDY OF THE SOIL CONDTION PRE ENT WITHIN THIS SITE WAS P.U.E. PUBLIC UTILITY EASEMENT
REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL MADE BY ME OR UNDER MY DIRECTION ON �I�� N0r Rrl#s1NE COMPLETE COPY OF PA PLANTING AREAS
CLEARANCE FOR EACH LOT. PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET
SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE THE GEOTECHNICAL ENGINEERING INVESTIGATION COMPILED FROM THIS STUDY, WITH MY
12. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CIN ENGINEER. ENVIRONMENTAL NOTE: d-
DEVELOPMENT INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD ELEVATION CERTIFICATION TO INCLUDE A STATEMENT THAT THE PAD THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM N
ELEVATION IS IN CONFORMANCE WITH THE APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION 12. DESILTING BASINS SHALL BE SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT (3600 THESE GRADING PLANS HAVE BEEN REVIEWED BY ME, OR UNDER MY DIRECTION AND STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDAGERED SPECIES
OF CUT/FILL SLOPES. CUBIC FEET OF STORAGE PER ACRE OF DISTURBED SITE), EVEN IF THE SITE DOES NOT REQUIRE CONFORM TO THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING INVESTIGATION ACT.
COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM BASINS WITHIN 72 HOURS. MENTIONED ABOVE. YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE �
13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOILS/GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE LAND DEVELOPMENT DISTURBANCE OR GRADING. �
INSPECTOR TWO (2) SETS OF WRITTEN FINAL PAD COMPACTION CERTIFICATION TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN 13. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS • p
DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. INSTALLED. EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT �
`� • P��R��yCF��o�V.q� -
PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%%% SLOPE PROTECTION MUST BE IN PLACE PRIOR ���4T" R�GO��ti2 NOTICE TO CONTRACTORS:
14. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. SIGNED �i
A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES � m THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED p_
OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE 14. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GE2024 6/30/12 � N0. GE002024 � BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CIN OF TEMECULA, EASTERN MUNICIPAL WATER CIDU.P.C. GELS AND POWDERS SHALL BE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE EXPIRATION DATE DISTRICT OR RANCHO CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR Z
SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. R.G.E. NO, COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE o
INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED � srq�orecHN�����`�' LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY
Underground Service Alert PRIOR TO A FORECASTED RAIN. Z /I �� � � of cA��F° LINES NOT OF RECORD OR SHOWN ON THIS PLAN.EARTHWORK QUANTITIES: 15. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL-BAGS PLACED ON THE DATE NOTE: V
CCI I I: TOLL FREE 150 YD CUT 150 YD FILL 0 YD EXPORT DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. "IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS
AREA SUMMARY: 16. MPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING PONDED WATER-DO NOT OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE CL
•
1�800 GROSS ACREAGE = 0.41 AC ENTER" SHALL BE POSTED. BUILDING AND SAFETY DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CIN OF SUCH AND THE CIN SHALL CAUSE ALL FURTHER N
DISTURBED ACREAGE = 0.41 ACEXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT o
227..ZOO 17. NO OBSTRUCTIONS, OTHER THAN BMP's, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY
SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CIN ENGINEER. ACCESS AND ACCESSIBILITY ONLY NECESSARY TO ALLOW THE CIN TO CONSULT 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 cv
DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY �
TWO WORKING DAYS BEFORE YOU DAG PREPARED FOR: PRBPARBD BY: OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS
APPROVED BY:
�� i H U N SA KE R & ASSOCIATES AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO
"CAUTION": Remember that the USA Center 1V0 NAME DATE FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE
notifies only those utilities belonging to � �AMERICAN HOME s I R V I N E I N C BEEN APPROVED BY THE PLANNING DIRECTOR:'
the center. There could be other utilities 5171 California Avenue PLANNING ■ ENGINEERING ■ SURVEYING
resent at the work site. The center will Suite 120 Three Hu hes ■ Irvine, CA 92618 PH:(949)583.1010 ■ FX:(949)583.0759
n form you of whom they will notify. brine, California 92817 g
(949) 487-2808 WDID # 933C3457834 LD11405GR Cl)
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CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE oQ�PFE�SS��Nq` DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: /,G�/,�. DATE: � CITY O F T E M E C U LA DEPARTMENT OF PUBLIC WORKS Drawing No.
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3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE ��v \�� Opp F
CURB STAMPED "RIVERSIDE COUNTY BENCH MARK HORIZONTAL �`" '�' ��2c� Plans Prepared Under The Supervision Of N
Contractor �, Q
T-46-81 RESET 199Y EASTERLY OF THE CENTERLINE 2 � � C��- DATE: 1 2i z PRECISE GRADING PLAN �o X
� m �' ACCEPTED BY: ,
OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE W N0. 42038 m
AS NOTED a � � � Z L Z REG 9 TLER ^ x
Inspector BRIDGE OVER SANTA GERTRUDES CREEK; 4.5' NORTHERLY Exp. 3/31/12 Date: DIRECTOR OF PUBLIC WORKS CIN ENGINEER � to �
OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. VERTICAL 'rte �� PHILIP D. DO N � o � TRACT 32437m2 / PA 11m0302 �k
-3.
Date Completed ELEVATION: to97.163' N A 9TF clvl�" o�`� 47109 � LOTS 2-4 (MODEL. SITE) SHEET � OF 2 �
P � OFCAL�F R.C.E. No. 42038 Expires: 3/31/12 R.C.E. No. �s•,,Ew�' o V
DATE: Feb. 23, 2012 02:01:02 PM FILE: F:\0587\Engineering\TR_32437\Grd_Model 2 Precise\Sht01 d
Aiiiiin-
� CONSTRUCTION NOTES:
.o� P.L. � � 1 CONSTRUCT CURB CORE FOR 3" DRAIN PER CITY STD. 303 AND DETEAII SHOWN HEREON
>_ 5 MIN. TRACT 32437-2 � TRACT 3243 7--3 2�- INSTALL 4" P.VC. SDR-35 DRAIN PIPE
F.L. TOP/TOE OF
� �s' MIN. 3' MIN. 1' ON SLOPE�gNHOWN � LOT 42 9 CONSTRUCT DRIVEWAY PER CITY OF TEMECULA STD. 207
5 MIN. LOT 5 � 10 CONSTRUCT 4" MIN. CONCRETE FLATWORK. SEE LANDSCAPE ARCHITECT PLANS FOR FINISH, SCORE LINES,
GyLc C 1v�. �� � F.L. 3' MIN. Z I I P= 1110. 6
Z od
J ` I P= 1108. 9 JOINTS AND OTHER DETAILS.
� F.,F. ELEV. SEE PLAN " 11 - REMOVE EXISTING CURB & GUTTER
� FOR AREA DRAIN m o -.- � 1107.9 TG 1107.8 TG 1107.9 TG �
PAD ELEV. � l m 1 7 I 1Qj. 71NV 1 6.� IN 1 5 , 1%901,�V � 6 14 CONSTRUCT HARDSCAPING PER LANDSCAPE ARCHITECT
N � M N• 2 MAX. !, �1108.2 T .0 11 8.48 60. 15 INSTALL 6" GREEN ATRIUM GRATE (NDS SCHEDULE /�80) WITH SDR-35 RISER TO FITTING PER INLET DETAIL HEREON
B PAD � ?.� p EX. 2:1 1108.01 . _. . ..
E 6 rN. M k � FG 1108.2 _ .1. .� .�,.
q � _ -. - - - - _ ....... FS_ _ a �. � . , o 16 INSTALL 6" SATIN BRASS GRATE (NDS SCHEDULE �920B) WITH SDR-35 RISER TO FITTING PER INDETAIL HEREON
S MIN. °, ao PAD � FG 1108.5 �� 1107. "� S�-- r"p, p -i---
� �-> o N `''� � INLET DETAIL HEREON
kF.
AIN PER12 MIN.-� STORY `•' ,EL � h o FG a :, oo � �.n � ,2 , 17 INSTALL 12 X12 NDS N0. 1212 (OR APPROVED EQUAL) AREA DRF ELEV. B.S.L. �Q 18��MIN.-2 STORY 2� MIN.�20%MAX �Z DOS �� (o � 1107.87 �. � �
'�.' "� 0 18 INSTALL OFF-STREET ACCESSIBLE PARKING SIGN PER CBC 11298.4. SEE DETAIL HEREON FOR SIGN DESCRIPTION
12��MIN.-1 STORY !, � /� / �N '� 4 = 1. 8. 3-- ... ,,..: gy51x
��:. � �b�R �-- �
� 0 18 MIN.-2 STORY � � .:.." .,
N N .,
5.2
�
SECTION A - A '�, �� .� � 1Ln
,oa.orc � 40 ��. T EXISTING MODEU
si�EwAu< ,I Ln
� r } 15107o.9TG31NV 1107.9TG � �,'. 1 O �___....._- o���; SALES OFFICE
I r 15 15 � g , EXISTING � .'`��; Bf 10CURB FACE w I o> , �4,,� -i.. 106.661N 1106.571NV TEMPORARY X18 � � �,; -
Nom-,�G• �v �y DIREC110N OF ,�G' P.L. Z o ,_{ 6- �y PARKING � TYP.
FLOW 5 MIN. 5 MIN. �n c� + � ,� , P=l107.2 ( \
p_-1 1 .21108.1P 7107.8
TYPICAL LOT FINISH GRADING F.L. F.L. w ! `�� ��. �
FF=1108.9HP FLo00
�3FF-1707.9CL
�z 3 MIN. � 3 MIN. Z5 � � INDICATES SIDE OF THE FLOOR PLAN
N.T.S. � EXTRA DEPTH 6 6 � � a � 1 107.9TG 15 15� 107.8TG P ." 2 1 0 �� J �
� OF FOOTING TO �; _ i � 2 1106.531NV j'�Q6.� F r2, 1 �;« SALES OFFICE� �! � THAT REQUIRES ARCHITECTURAL ENHANCEMENTS
S BE DIMENSIONED 9 cfl 1108.57 5.2
m ON PLANS � 1 Of LESSER m V� �z z P. FS
_ a \18�� � W � � - 1108.41 TS 1107.7 i 6 � � ! TRACT 32437-2
1. SWALES TO BE CUT IN AT 1% MIN. PAD 00 ' a MIN. ±_r-I v� M z o: 1107.7 � 0 1107.998S FG �
E E 2%MIN. 8 MIN. � =1108.4 �' e ,i�' GFF=1107. I L OT
AT ROUGH GRADE AND PRIOR TO PAD � i9�.( cfl- � FL � >
BUILDING CONSTRUCTION.
2:1 MAX Q r o 1 PA °O� GFF �
12"MIN.-1 STORY : 6"MIN. a BELE � `O R �
18"MIN.-2 STORY �� r �� '- N Z 107.7 TS �1� �
2. A PAVED DRAINAGE SWALE i _ 1107.3 BS '� -� P= 1106. 6
2�MIN. o C° b� ��� - i
CATCH BASIN & PIPE OR OTHER 2:1 MAX. � 1107.5 TG � rn � �
SIMILAR DRAINAGE DEVICE IS 2� MIN.�20%MAX 12"MIN.-1 STORY � 5 � � o � f '`� I LEGEND,
REQUIRED WHEN A STOOP �� 1,106.331NV�� S � . �`{
FIREPLACE OR PORTION OF 18 MIN.-2 STORY .� 11 7.23TS '- ^• � ..� , � W 60
.QO' _ s
'`, �- 11 6.81 BS 49.0 � � 60.00 _ JOIN EXISTING
THE BUILDING EXTENDS WITHIN -X-X-X-x EXISTING WOOD FENCE
MINIMUM ESTABLISHED DRAINAGE tx "' �, '� ��, • R/ WA KWAY
SETBACKS. SECTION B - B �`Xcl:)
s. SEE STD. PLAN zoo FOR (zi /I Nl�Xc_:) �IX. IN <� N 1� ❑�CICJC]DOC]❑ EXISTING SPLIT FACE WITH 4' WHITE VINYL FENCE
DRIVEWAY APPROACHES. O _ _ __ � t� �o ,` -J �_ �,j.. � . . . _ _. � .
P � ,� ��, ^ � � � _ � v � � v ���, � EXISTING WHITE VINYL FE C
R/w t� o�4' ^� N �� �o� �o ^� _ � 8 40
0�� �� _ ��K. �n�'� PROPOSED WOOD FENCE
X F.L. 15' MIN. W 'N,
� 1 1 o N�_
r PROPOSED WHITE VINYL FENCE
� � _ �__ � _ '� _-�-_ _ �. - - �-- PROPOSED PRECISON BLOCK WALL
Cb
h ��4>,PER 1_ ?� ATELEFf E #4 m �� O /l
PROPOSED WHITE VINYL GATE
■ PROPOSED STONE VENEER PILASTER
R.A. __ � � ¢ TEMP. TRAP FENCE
h Tfi�� 5q MAX. � '1R'D,���1 `!2� B��M��N. • 'uo PAD _. _ _ _ _ _
UP TO 5' �P��� r °' ELEV. HANDICAPPED ICON
FIG. N0. 2 � ° 12 MIN. �' SIGN TO BE A
MORE THAN 5 h/2(MAX 5) 2•
TOP OR TOE OF 2% MIN.�20�MAX � T4N. MODIFY EXISTING MINIMUM OF %0
NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W SLOPE SHOWN ON PLAN
y.. PARKING SIGN SQUARE INCHES
SECTION "C - C99 .�-� � � \\,." ON A SOLID BLUE
1. SECTION "A-A" APPLIES WHEN THE OEXISTING SIGNAGE �....._.,� BACKGROUND.
DIFFERENCE IN PAD ELEVATIONS To Go ELEI/.
EXCEEDS 1.o'. TYPICAL REARYARD GRADING
2. SECTION "8-B" APPLIES WHEN THE P.L. P.L. (SEE PLAN) VAN ACCESSIBLE
DIFFERENCE IN PAD ELEVATIONS IS
1.0' OR LESS, & THE EXTRA DEPTH TAPER LANDSCAPE TOPING MATERIAL � �� ___ NEW SIGNAGE-,, MINIMUM
OF FOOTING IS SHOWN ON THE 7.2� 42' S' (BARK, MULCH, ROCK, ....) R99B(CA) FINE$250
GRADING & STRUCTURAL PLANS. PARKING LOT AT GRAIN INLET AS SHOWN
�L UE S TRIPS
3. IN NO CASE SHALL THE SWALE �% �
F.L. 1q MIN. ���= F.L. 20 10 0 20 60 WHEEL S7"OP-
FLOWLINE BE LOWER THAN THE FL!=�%'
BOTTOM OF FOOTING WHITHIN SIDEWALK
5' FROM BLDG. LINE. - - l�j,� i COMPACTED SURFACE
SECTION " D -- D" �"
4. PROVIDE 5' WIDE BY 1' HIGH BERM PER PLAN GRAPHIC SCALE 1 =20' 181 rU �
OR EQUIVALENT ALONG THE TOP OF � Z REDUCER � GRATE PER PLAN SYMBOL--
t
ALL FILL SLOPES OVER 5' HIGH. LOT 3 oq
g � PIPE RISER � � 1. ALL FITTING 8Y.• NATIONAL DIVERSIFIED SALES INC. (OR EQUAL).� " PLASTIC TEE 2550 AZURITE CIRCLE WHITE LE7�TERS
CURB R W ""OPEN GRATE" TYPE CAP OVER > � NEWBURY PARK, CA 9t32o PAR 12"' HIGH MIN.
3.5 0 HOLE CORE TOP OF TEE TO ACT AS BUBBLER 0.5 o MI . 2. REFER TO FINISH GRADING.
FINISHED SURFACE
DRILLED IN CURB SIDEWALK � 4" PVC PER PIAN _INV. ELEV.
J. DO NOT GLUE GRATE OR RISER TO PIPE.
__ (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) ( 9' I 8'
SET INVERT OF PIPE � � (SEE PLAN) 4. GLUE: "I.P.S. WELD ON" 1 773 SOLVENT (MEDIUM 8001E0 FAST SET
1/2" ABOVE FL. GUTTER
"'-- ;- 4" P.V.C. DRAIN LINE FOR ABS PIPE T!-IRU 6" m
�------___; SEE PLAN 5. WHEN MIN. DEPTH REQUIRED IS 7; USE ONE 90' ELL. MODIFICATION TO EXISTING
3" A.B.S. � 4'� P.V.C. 90' TEE NOTE: DD NOT GLUE GRATE OR RISER TO PIPE.
S=0.02 MIN. (FOR CLEANOUT) (NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.) HANDICAPPED SIGN
4�� TO 3"" A.B.S. REDUCER INLET DETAIL 6
NOT TO SCALE
AREA DRAIN CURB OUTLET DETAIL
N.TS.
OPTIONAL � NOT TO SCALE
ROOM OPTIONAL 17" �
N � N � . OPTIONAL _ ROOM OPTIONAL
N z ROOM z N _ ROOM Z
o Z A � Z N � N � 2
N � N � N
-- MN. M�1� 2-AR 4-A0 5.2' r i � �i 5.r z
1-AR ,2" 5.2' � 3-A � _ 45, 5-AR � MIN. 6 AR �5.iG7-AR!N. r � 5.2 5.25.2
45 � J Ml�l. 1 5.2 � Ml�l. 45 5.2 C�
Old 50' r - .2' 1 M- �--� MIN. 44.67'
i � IN. � 5.2
� r--- s � i -� � 3 _ _ _ __ IN. , X44' � �_ L-- UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE W
� .2' i � � SPACES NOT DISPLAYING DISTINGUISHING PALCARDS OR SPECIAL �
MIN. � � i � i LICENSED PLATES ISSUED FOR PERSONS WITH DISABILITIES WILLFFrYn-
� , BUILDING ASID SA
� BE TOWED AWAY AT THE OWNER'S EXPENSES. TOWED VECHILES N
L � MAY BE RECLAIMED AT +2E���p �R Gp�►pV.AMG� yN1'H 11Tl.S � fllSPB!-ED W
°� - � z � OR BY TELEPHONING � o0
__ � � ACCESS AND AGG�5t81U�T( CN�.Y
00
OFF-STREET ACCESSIBLE PARKING SIGN ,�AP,�oy� 8,{:A N A N_ NAME J�krE
PLAN 1 PLAN 2 PLAN 3 PLAN 4 PLAN 5 PLAN 6 PLAN 7
TIMOTHY PAIGE TRENT THOMAS TREVOR TRACY RINCON
23T 24P 28T 30T 31T 34T S191 �
Z
1 STORY 1 STORY 2 STORIES 2 STORIES 2 STORIES 2 STORIES 1 STORY WDID # 933C3%57834 LD11m�O.SCR ~
U
DESIGNED BY DRAWN BY CHECKED BY
CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE Q�OfESS��N� RECOMMENDED BY:67& 1�..� eLIT, CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. �
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE ��,o P D• po (� DATE: Z.
CURB STAMPED RIVERSIDE COUNTY BENCH MARK ,� � Plans Prepared Under The Supervision Of
" HORIZONTAL �Q� ��.�2c P p ��' � PRECISE GRADING PLAN
Contractor T-46-81 RESET 1997' EASTERLY OF THE CENTERLINE � m
ACCEPTED BY: L- _ DATE:
OF SR-79 AT THE SOUTHEASTERLY CORNER OF THE AS NOTED w N0. 42038 � k
Inspector a � � �. �/ 2. 23IIZ... . REG 8 TLER /, �A llm03O2
oP BRIDGE OVER SANTA GERTRUDES CREEK; 4.5 NORTHERLY Exp. 3/31/12 Date: DIREC`fOR OF PUBLIC WORKS/CIN ENGINEER � RACT 32437�� � x
OF THE SOUTHERLY SIDE OF THE CONCRETE SIDEWALK. VERTICAL `�' P PHILIP D. DOWTY ',, '- �x
'9T c I y 1� ��' 47109 LOTS 2-4 (MODEL SITES 2 2 � o
Date Completed ELEVATION: 1097.163' NSA FOF�qL�F� R.C.E. No. 42038 Expires: 3/31/12 R.C.E. No. �•N� SHEET OF 3 0
DATE: Feb. 23, 2012 02:05:56 PM FILE: F:\0587\Engineering\TR_32437\Grd_Model 2 Precise\Sht02.dwg