HomeMy WebLinkAboutBook 15 Page 726 Lot 31-32 Street Improvement Ir R f 14 1
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LEGEND ENGINEER'S NOTE TO CONTRACTOR
GENERAL NO TES: Bw BACK OF WALK GRA DING NO TES:
EG EXISTING GRADE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND FG FINISH GRADE STRUCTURES OR CONDUITS SHOWN ON THESE PLANS WERE OBTAINED BY A I. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT
RELOCA TION COSTS OF ALL EXISTING UTL/L T/ES PERM/TTEE MUST INFORM THE CITY OF CONSTRUCTION FS FINISH SURFACE SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL
SCHEDULE AT LEAST 48 HOURS PR/OR TO BEG/N/NG OF CONSTRUCTION. TC TOP OF CURB THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE C/TY OF TEMECULA'S FL FLOW LINE THE CONTRACTOR IS REQU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO
STANDARDS NOS.403-405. EP EDGE OF PAVEMENT PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 19: DRAINAGE SWALES SHALL
FF FINISH FLOOR OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS BEAMINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' A WA Y FROM THE TOP OF
J. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS PAD PAD GRADE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR GRADED SLOPES. FINISH GRADE SHALL SLOPE WA Y FROM ALL EXTERIOR WALLS A T NOT LESS THAN
DEPARTMENT lMPR01�MENT STANDARDS AND SPECIFICATIONS, DATED NOI�ENBER 1991, AND STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER > »
SUDSEQUENT AMENDMENTS. TW TOP OF WALL / PER FOOT FOR A MINIMUM OF 3 FEET.
TF TOP OF FOOTING ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND
4. /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET HP HIGH POINT UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON J. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1.
CENTERLINE MONUMENTS AS REQUIRED BY R/1�ERS/DE COUNTY ORDINANCE NO.461(TRACTS LP LOW POINT
THESE PLANS.
AND PARCEL MAPS ONL Y).
TOP OF SLOPE 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DES/GNED TO CONVEY 100-YEAR STORM FLOWS,
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF -� RATE OF SLOPE ACTUAL THICKNESS OF BASE MA TERIAL TO BE DETERMINED B Y SOIL TEST AND OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' /N VERTICAL HEIGHT
TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON TOE OF SLOPE RECOMMENDED BY THE SOILS ENGINEER. R-VALUES, SAND EQUIVALENTS AND OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AW.4 Y FROM THE TOP OF
EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WYTH IN OFFERS OF DEDICATION FOR STRUCTURAL SECT/ON OF STREETS SHALL BE SUBMITTED TO THE CITY OF CORONA
PUBLIC USE. ��J\ SLOPES.
EXISTING CONTOUR, ELEVATION FOR APPROVAL UPON COMPLETION OF ROUGH GRADING,
6. ALL UNDER GROUND FAC/L/T/ES, W1TH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET - -S- - EXISTING SEWER 5 ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED ClI/lL ENGINEER, SOIL
SECT/ON INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING.• SEWER, WATER, ELECTRIC, cAs, CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM ENGINEER, OR ENGINEERING
DRAINAGE. UNDERMINING STREET IMPRD I/EMENTS. UPON INSPECTION OF THE S/TE, THE GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HA VE BEEN PROPERL Y PLACED AND WHO SHALL
-~N- - EXISTING WATER
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES W1LL BE INSTALLED AND CONSTRUCTED CITY ENGINEER MA Y REQUIRE TEMPORARY GUNIrE SWALES, ENTERING OR SUBMIT A FINAL COMPACTlOIV REPORT FOR ALL FILLS 01/ER 1' DEEP.
ACCORDING TO STANDARD NO. 207A, AS DIRECTED IN THE FIELD. EXISTING FIRE HYDRANT LEA I/lNG IMPRO CEMENTS.
8. /T SHALL BE THE RESPONS/B/L/TY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA 6. A REGISTERED C/�lL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS
DEPARTMENT OF TRANSPORTA TION (CA L TRA NS) FOR AN ENCROACHMENT PERM/T FOR ALL WORK PROPOSED CURB OUTLET SPEC/AL NOTE FROM PR/VA TE ENGINEER TO CONTRACTOR DEPAR TMENT A WRITTEN CER TIF/CA TION OF COMPL E TION OF ROUGH GRADING /N ACCORDANCE WI TH
PERFORMED wr rHiiv rHE srA TE of RiGHr-OF-wA Y -'''''''-'''- THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERM/T. CERTIFICATION SHALL
9. ALL STREET SECTIONS ARE TENTATIVE. ADD/T10NAL SOIL TESTS TO BE TAKEN AFTER ROUGH GRADING 0 FINISH CONTOURS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GEIVERALL Y BE TO LINE, GRA DE, ELEI/ATION AND LOCATION OF CUT/FILL SLOPES.
TO DETERMINE THE EXACT STREET SECT/ON REQUIREMENTS. USE STANDARD NO. 401 /F � - � '
EXPANSIVE SOILS ARE ENCOUNTERED. ACCEPTED COIVSTRUC TION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREA TER THAN ONE FOOT.
EXIST. WATER VALVE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS •PP EXIST. POWER POLE CONDI TI DNS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDA TIONS OF THE PRELIMINARY
FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 ._.......;�' XIST. SEWER MANHOLE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS SOILS INVESTIGATION BY GEOTECHNICAL ENGINEERING INVESTIGATION REPORT AND TESTING DATED
GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS ,37, 39, AND 94 0111912004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC
OF THE STATE STANDARDS SPEC/FICAAONS. REQUIREMENT SHALL BE MADE TO APPL Y CON TINUOUSL Y AND NOT LIMITED WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
11. PRIME COAT REQUIRED PRIOR TO PA DING ALL GRADE /N EXCESS OF TEN PERCENT. STAMPED CONCRETE TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER CERT/FICA TION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDA TIONS OF
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS THE PRELIMINARY SOILS REPORT.
12. INSTALL STREET TREES /N ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NO 460 53 �� `p_ FROM ANY AND ALL L/ABILI T Y REAL OR ALLEGED, /N CONNECTION WITH
1 STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. � ASPHALT PAVING ��'o G� THE PERFORMANCE OF WORK ON THIS PROJECT
3. EXCEPTING LIABILITY 9• THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECT/ON. THIS INSPECTION MUST BE APPROVED
14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER /S RESPONSIBLE AS A MIN/MUM FOR � � ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT
ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EX/SnNG
PAVEMENTS, INCLUDING BASE, AND MATCH/NG OIiERLAY REQUIRED TO MEE T THE STRUCTURAL � CONCRETE 2G� -k-
0 UNAUTHORIZED CHANGES AND USES PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411
STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX �
15 ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN � REMOVAL NTS � 14 CUT AND FILL SLOPES SHALL BE PROTECTED WITH ACOMB/NATION OF EROSION AND SEDIMENT
PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS ALL OTHER GP��FpE � THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, CONTROLS TO PROTECT THE SLOPES FROM EROSION ANQ E.
S, INSTABILITY DURING THE GRADING PHASE.
TYPES OF LANDSCAPEING /N THESE AREA AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
REQUIRE SEPARATE LANDSCAPE PLANS ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO ��u� ^' � SPEED BUMP NG`r� �� ?� �. 11. POST-GRADING ACTIVITIES SHALL INCLUDE BUT NOT BE L/M/TED TO, INSTALLING WHERE APPLICABLE
RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE FtP ,�� F ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE '
GROUNOCOI/ER, TREES
ENCROACHMENTS" DATED ✓ANUARY 1989. 6 APPROVED BY THE PREPARER OF THESE PLANS. , SHRUBS, OR A COMB/HAT/ON THEREOF IN ACCORDANCE WITH CITY CODES
PRIOR TO THE APPROVAL OF FINAL INSPECT/ON. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE N0.90-12, THE DEVELOPER SHALL INSTALL ALL .�� oERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DE VICES PER THE U.P.C.
REQUIRED CABLE TV FACIL/TIES. `'� c��
17 APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND '�� S/7F CONSTRUCTION NOTES N TI TIES 12 FIL OFL IVA WEEDS,RDEBRISALTOPSOINO T�AND OTHER DELEE PL A CED ON /TERIOUs MATERIAL.TIIF STEEP LOP/NG TERRA/NTHE GROUND HA S BEEN CLEARED
HIS ENGINEER FROM THE RESPONS/B/L TY FOR THE CORRECTION OF ERRORS OR OMISSIONS TING GROUND UN
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REWSlONS SHALL OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED ANO BENCHED
BE PROMTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. O1 CONSTRUCT 0.45' A.C. OIiER 1.30' CRUSHED AGGREGATE BASE SOILS ENGINEER 5,239 SF INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED Cl�lL ENGINEER, SOIL ENGINEER, OR
TO CONDUCT R-VALUE AFTER GRADING TO VERIFY SECAON. ENGINEERING GEOLOGIST SHALL APPROVED PLACEMENT OF FILL.
17CINITY MAP O CONSTRUCT 4" ROLLED CURB & GUTTER (TYPE "C" CURB & GUTTER) 216 LF
PER CITY OF TEMECULA STD. DWG. 202. 13 TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE
NTs O3 CONSTRUCT CONCRETE X-CUTTER PER CITY OF TEMECULA 451 SF INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND
Sro. Owc. 210. DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING
O4 CONSTRUCT HAND/CAP ACCESS RAMP PER CITY OF TEMECULA 65 SF OPERA TIONS.
S7D. DWG. 402.
O5 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF 1,320 SF 14• DUST SHALL BE CONTROLLED BY METHOD APPROVED BY THE CITY ENGINEER.
TEMECULA STD. OWGS. 400 & 401.
6O CONSTRUCT COMMERCIAL DRIVEWAY APPROACH (MOD/FIFO) PER CITY OF 125 SF 15. STABILITY CAL COLA TIONS WITH A FA CTOR-OF-SAFETY OF A T LEAST ONE AND F/I/E-TENTHS (1.5)
TEMECULA STD. DWG. 207A. (W 14;• R=>o) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL
7 CONSTRUCT REDWOOD HEADER 0 EDGE OF PAVEMENT PER 26 LF ENGINEER, OR ENGINEER GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' /N I/ERT/CAL HEIGHT.
DETAIL ON SHEET 1.
R�W � RIW CONSTRUCT 8,000 LUMEN STREET LIGHT PER C/TY OF TEMECULA 2 EA 16• A REGISTERED C/VIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF
OLD TOWN DETAIL ,#7. BUILDING PAD ELEVA TIONS WHERE SPECIFIC ELEVA TIONS ARE REQUIRED, THE ELEVA TION (WITH
O9 CONSTRUCT COMB/HAT/ON STREET NAME SIGN AND STOP SIGN PER > EA RESPECT TO MEAN SEA LEI/EL) SHALL BE Gll/EN. IF AN ELEI/A TION WI TH RESPECT TO ADJACENT
30' 30' 30 30' CITY OF TEMECULA OLD TOWN DETAIL ry 12. GROUND SURFACE /S REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE
- '14' 16' 20' 10' 10 CONSTRUCT THERMOPLASTIC STOP BAR AND LEGEND PER CITY OF TEMECULA STOS. 1 EA Gl BEN.
- -� 14.5' 15.5' 20' 1o' �1 CONSTRUCT 0.10' M/N. GRIND AND 0.f0' MIN. A. OIiERLAY. 928 SF 1 EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED /N
-�- 6 0.1o' 7.MIN. 5. �¢5. THE CITY OF TEMECULA GRADING, EROSION, AND SEDIMENT CONTROL ORDINANCE NO. 04-04
18. OVERLAY-- 2��- 5 REMOVAL NOTES QUAN T/l/ES THROUGHOUT THE DURA TION OF THE PROJECT, INCLUDING ADHERENCE TO THE STA TE NPDES PERMIT
-{ o� (0.20�; r FOR CONSTRUCT/ON ACT/�/TIES lF APPLICABLE..Oq �Z'-
`� 1.0% t -�'o%.- � 5.042 SF
._.. �) 0 2
% 1 SA AND REMO IiE EX/STING A.C. PA DEMENT.
.---'`` � ��r�' � -- �8 EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCT/ON DURING THE RA/NY SEASON. NO
o.�o' Mrry � z � 2 Q2 SAWCUT AND REMOI/E EXISTING A.C. BERM. 244 LF OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
J 5 GRIND �
� � EX. 4" BERM J EX. 4" BERM 19. ALL PROPERTY CORNERS SHALL BE CLEARL Y DEL)NEA TEO /N THE FIELD PR/OR TO COMMENCEMENT
v
EX. 6 BERM 2
�3 TO BE REMOVED OF ANY CONSTRUC TION/GRADING.
" 3
c� EX. 4" BERM
TO BE REMOVED sirE• 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PR/OR TO ANY WORK WITHIN A PUBLIC
STREET CROSS SECT/ON STREET CROSS S..Em.CT/ON PENNY DOME OFFICE BUILDING RIGHT-OF-WA Y.
4TH STREET Nrs MERCEOES STREET Nrs 41888 F OURTH STREET 2�. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND
T.l.=9 T�=s TEMECULA, CA HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS
DISCO VERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIA TE PLAN RE VISIONS SHALL BE
OWNm PROMPTL Y SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
ROBERT B. ROSENSTEIN
41877 ENTERPRISE CIRCLE NORTH 11200 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPL Y OR PROVIDE ANY
TEWMECULA, CA 92590 CLEARANCES FROM STA TE OR FEDERAL AGENCIES REGULA TING THE PRO VISIONS OF STA TE OR �
PHONE: (951) 296-3885 FEDERAL ENDANGERED SPECIES ACTS OR WA TER QUALITY REGULATIONS. THE
CON TRACTOR/OWNER/DEI/EL OPER IS RESPONSIBLE FOR OBTAIN/NG THE APPROPRIATE CLEARANCES
PREPARED FOR.• FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. -"
.,
HERRON RUMANSOFF �• �.y
530 ST. JOHNS PLACE ,, ..;,��,, �: �, • . • ,'
H EMET, CA 92543 �`°f t l�;r,� �'h����w":x� c ,,.-
PHONE.- (951) 652-4431 LOU SOURCE.• 1 .�
�o PROFESS/pNq� A.P N FIELD SURVEY PERFORMED ON 07/06/04 j,�i,�4 r ?"
BY LAND DEVELOPMENT DESIGN .a..�,.,,` ,, ..
LD05-003co
�'�``�J\� RI�y�c� 922-032-027 CORPORATION (LDDC)
T.14 2� JC �� 7`0 2313 E. PHILADELPIA ST., UNIT F
1-800-227-2600 NO. 34370oOntario, CA 91761
DIAL TOLL FREELAND
* � L930-1466
EGAL gf$fdRIPTION.• FAX �909� 930-1468
AT LEAST TWO DAYS LOTS 31 & 32 /N BLOCK 4 /N THE TOWNSITE OF TEMECULA, DEUELOPME/VT
BEFORE YOU DIG S CIVIC �P AS SHOWN ON MAP RECORDED /N BOOK 15 OF MAPS DES/GN PLANNING
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIAT�TF OF CA1.�F � PAGE 726, RECORDS OF SAN D/EGD COUNTY. � CIVIL
CORPORA TION SURVEYING
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
SCALE KJR VR KJR RECOMMENDED BY-� / � DATE: . Io CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
USGS BRASS DISK @ THE SOUTHEAST CONTRACTOR CORNER OF THE BANK IN THE SIDE HOIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF ACCEPTED BY: u�- DATE: `�
OF THE WALL. 11llb�5
INSPECTOR STAMPEDAR 63P192 0-7-68 AS NOTED ) � RONALD J. PARKS STREET IMPROVEMENT PLAN PA 04mO498
ELEV.=1005.65 � 11� �� DEPUTY DIRECTOR OF PUBLIC WORKS o
KEVI J. RICHER. RCE 43714 DATE DEPARTMENT � MERCEDAES A I/ENUE &DATE COMPLETED VERTICAL CITY OF TEMECULA �'o�T 1
LTC. EXP. 3/31/2005 98,
R.C.E. 19744 EXPIRES.- 9/30/05 �."`' 4 TH S TREE T SHEET 1 OF 2 -��
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