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Home My WebLink AboutStreet ImprovementCITY OF TEMECULA THE PROPERTY OWNER/ENGINEER OF RECORDJCONTRACTOR SHALL ADHERE TO THE CITY OF TEMECULA 'S __'hAT'KING Uflq --%NTuh P STANDARD NOTES AS SPECIFIED IN APPENDICES D, E, F, AND G OF THE "ENGINEERING &CONSTRUCTION UE _w F 6 z:[ ANB' N AVh MANUAL" (LE. SECTION 6-2) IN ACCORDANCE TO CHAPTER 18.06 OF THE "CONSTRUCTION, GRADING AND PA 17-1 2 ENCROACHMENT" ORDINANCE N0, 13-01. COPIES OF THE NOTES SHALL BE AVAILABLE ONSITE AT ALL TIMES � � � � 11 A � � L DURING THE CONSTRUCTION OF THE PROJECT. 3 5 hi' PRE E �l�T �'I.� I`� i i CONSTRUCTION NOTES 0 DESCRIPTION 4 i.. e................... ................................................................................................ EXISTING TREE TO BE REMOVED ....... .;............................................. ..-..-.................. ........ ......._.-.-............. ....-............_.-.................. ....................................................... ....... .........-.............. ....-.............. ..........- - ADA ACCESS RAMPS FOR ALL INTERSECTIONS PER CITY OF TEMECULA STD, 48 SF 7 i............................ DWG NO.402 TRUNCATED DOMES ONLY ............ ............. ---'......................... .............-...-.................-..............-.....-----...•..............................._......-........................ 3 4 ........... ........ ...........................................................................................................................i.-.-...i._.....-...--.-. $ 9 RCP PIPE, CLASS Ili SEE ON --SITE PRECISE e.....-..-..............! 111111 GRADING PLAN LD18--1180 FOR MORE INFORMATION 55 LF 17 CONSTRUCT DRIVEWAY PER CITY OF TEMECULA STD. DWG NO.207A_.._.._. ._ _____.µ.. 30 ........................................ PROTECT ITEM NOTED ........... ...... 31 ................................................................................. PROTECT ITEM[ NOTED AND ADJUST TO NEW GRADE WHERE APPLICABLE ............................... 32 .......................................................................... ..... _ REMOVE EXISTING CONCRETE CURES AND GUTTER 137 LF 33 EXISTING UTILITY TO BE REMOVED BY CONTRACTOR PER DETAILS ON E SHEET 1 EA 35 SAWCUT AND REMOVE 5'X5' CONCRETE WALK, 225 SF 3� S WCU PER DETAIL ON SHEET 2 } 171 LF 3 ? ............. ...... ....... ......----..... -- ............. ..... .. ........._................... ............. ..... _. -----------.................... I WA S DE L P ER CITY OF TEMECULA ECU LA STD. S DWG N0.4 1 ........................................ 2�05 SF 3 ADA ACCESS RAMPS FOR ALL INTERSECTIONS PER CITY OF TEMECULA STD, 1 DWG NO.4�02 1 EA 39 PARALLEL CURB RAMP PER DETAIL ON SHEET 2 1 EA 40 �$' CURB TYPE "D-6" PER CITY OF TEMECULA STD. 204A 23 LF 41 ........:.........................................---------------- . ..................... TYPE C CURB PER CITY STD.202 .............. .. . ..................................... .... . ........................................................................... 92 LF 42 .................................................................... . -----._._........_......................................._..... WEIGHTED FIBER ROLL PER DETAIL ON SHEET 3 203 LF 5H 1".E TITLE SHEET & INDEX MAP STREET IMPROVEMENT PLAN_.................................2 EROSION & SEDIMENT CONTROL PLAN ......,..__ ........................3 UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES Of THESE PLANS, ALL CHANGES TO THE PLANS MUST 8E IN Wfti1lNG AND MUST 8E APPROVED BY THE PREPARER OF THESE PLANS. NOTICE TO CONTRACTOR . . . . .. .... ...... ......... CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORD. *CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITY LATERALS AND SHALL NOTIFY ENGINEERS IF THERE ARE DISCREPANCIES. CONTRACTOR SHALL VERIFY THIS AS SOON AS POSSIBLE IN ORDER FOR THE ENGINEERS TO MAKE THE PLAN CHANGES. CONSTRUCTION RECORD DATE l BY REVISIONS ACCADi BENCH MARK Contractor Inspector m Date Completed ,:BLS �i• {l �•i�kF �� 1". - 4� 1•l S L y? 44 \� oo ';f V1.'. �qg.f eTY Ta f � f ASSESSORS__.____.._P.ARCEL NO& 40POGRAPHY Iif APRIL WELTA SURVEYING & MAPPING 26323 JEFFERSONAVE' i a .e MURRIETA CA 92,1562 P 9_E WWW.DELTASURVEYOR.COW, SCALE SEAL: � ES Horizontal No. 66532 Exp. 6-30-20 CIVIL Designed By WILFRE M - 11TURA R.C.E._____..66532 Drawn By 4 310 99 0 LOT ACREAGE AREA = 1.30 NET &GROSS N0�`ES: 1. THIS LAND IS NOT SUBJECT TO LIQUEFACTION OR OTHER GEOLOGIC HAZARDS. 2. THIS MAP IS NOT INCLUDED IN THE FEMA FLOODWAY MAP OF RIVERSIDE COUNTY, CA. 3. THIS LAND 15 NOT SUBJECT TO OVERFLOW, INUNDATION, OR FOOD HAZARD 4. THERE ARE NO KNOWN EASEMENT WITHIN THE PROJECT SITE. Checked By rrepared Under Supervision Of Date -7111 /15 Expires 06/30/20 41427 SANBORN AVE T7S R3W SEC 35 RHO TEMECULA, CA 92590 T.B. M.P. PAGE 958 GR/D F3 VICINITY MAP No. scacE Y METROPOLITAN WATER ISTRICT SO. CALIFORNIA E CRIED �D 1 �� D S2 RANCHO CALIFORNIA, 0.6 MALE (1.0 KM) SOUTHWEST ALONG STATE HWY 79 FROM THE INTERSECTION WITH MARGARITA RD. AT THE SOUTHWEST CORNER OF HWY 79 AND AVENIDA DE MISSIONES, 115.5 FEET (35.2 MI) SOUTH OF THE DX5510"CENTERLINE OF HWY 79, 53.5 FEET (16.3 MI WEST OF THE CENTERLINE OF AVENIDA DE MISSIONES, 9.5 FEET (2.9 M) WEST OF CURB FACE, 2 FEET (0.6 M) T TAN A STANDARD MW T OF STREET LIGHT STANDARD. DSC 3� 1 4 WEST � INCH BRASS DISK SET IN TOP OF A 8 INCH DIAMETER CONCRETE LOST 0.7 FOOT ABOVE "GROUND. EL ° 0 3.9 �f eet ) LEGEND FIRE HYDRANT AC ASPHALT PAVEMENT lako LIGHT TG — TOP OF CRATE e LANDSCAPE FS '" FINISHED SURFACE METER, PULL BOX R""/W RIGHT OF WAY EX. CONCRETE C&G CURB AND GUTTER PROP, CONCETE PL PROPERTY LINE WM — WATER METER EC EDGE OF CONCRETE FH FIRE HYDRANT DD PROPOSED GRADE FL FLOWLINE (00) — EXISTING GRADE INS! - INSERT ELEVATION TC TOP OF CURB LG LIP OF GUTTER TE TRASH ENCLOSURE FF — FINISHED FLOOR PROPERTY LINE TR TRANSFORMER STREET CENTERLINE WH MANHOLE -�.. WEIGHTED FIBER ROLL WV WATER VALVE COLOR SANDBLASTED CONCRETE EXIST CURB I XIST. A.C. PVM'T 8c GUTTER MAQ ISON AVENUE SANBORN AVENUE SEXIST, S' SIDEWALK EXIST. 6" CURB&GUTTER DID# 9 33C383592 LD 18-1182 C ITY OF TEMECULA Drawing No. P- 1642- SANBORN AVE PARKING LOT -1-PARCEL 11 PG_ 1 PM 23561 STREET IMPROVEMENT FLAN -r, NO_ TITLE SHEET Sneer of 3 SEE DETAIL'iA , �1 1 '5 �Ak -END STA: 14+42.96 EC (51-47) CONSTRUCTION RECORD Contractor Inspector. Date Completed EC (50.75) BW 50.87 STA: 15+00 EC (51.32) BW 51.44 C-) ACC s -..a 0001% FL49.20 0 fRAMP ,N G 0\ jRNiN T( 41 CU T 4 S 40 R CE FL -8 49 A PA Jj TYPE"D 0 -7 49.23 MAX. IV j] -M % C5 MAX. Y1 Irar`�- F ,j. ti„ ..'y '�� t `: ~... ...^ - .:�1:� �.�'i: ��::%:: �-;.1 � ,,i �� 1 . . . . . . . . . . z F 49,03 A PARALLEL CURB RAMP 0 NO SCALE F A 011 ... ... ... . 49. 05 "Y 6 1" FULL AC PLUG ti Of . .. .... UIJ FL49.�5". W, . 7-� EX. CURB AND GUTTER EXISTING AC z U. & BULB OUT C, 36 32 <:1 rn PAVEMENT & BASE\ 0 3 0, SA CUT LINE IS LIMITS OF DEMO EXI E CONCRETE APRON DETAIL B j f SCALE 1: 10 3 2.0' C&G TO BE REMOVED 40 0 10 20 t 40 60 ............. IN FEET 1 inch = 2® ft. 0617aXal-Aff Designed By WILFR5V Z. VEN: 66531 R.C.E. No. — - ----------- -- WWI D# 9 33C383592 T n A. 1 A9 . ......... . .... Drawn By Checked By &A. Drawing No. RECOMMENDED DATE: /:tj CITY OF TEMECULA 2 ,-Prepared Under Supervision Of Date RA Expires 06/30/20 0) C,10 0 �\ \ \ 0 A io\ —0. 5. FULL AC '5Q, PLUG ON . . . . . . . . . ....... ACCEPTED BY. DATE: V PAIR I-C----k—'Tk MAS PE PA 17-1642—SANBORN AVE PARKING LOT DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PG-2 R.C.E. No. 44223 STREET IMPROVEMENT PLAN Sheet -2— of —3