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HomeMy WebLinkAboutBook 8 Page 359 Precise Grading (Extended Stay America) PRECISE GRADING AND EROSION CONTROL PLAN GRADING N 0 TES: cam.lFoRN IA 1. ALL GRADING SHALL CONFORM TO THE 1996 BUILDING CODE, CHAPTER FOR: 33, AS AMENDED BY ORDINANCE 93-04. N 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ONE PERCENT (1.090). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP 15 EX NDED STA Y A MERI CA AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. APN910- 310 - 002 J. MAXIMUM CUT AND FILL SLOPE = 2: 1 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF APN 910 310 014 ALL FILL SLOPES OVER 5' HIGH. EROSION CONTROL NOTES: 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT IN THE Cl TY OF TEMECULA, CA. 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY RAINY SEASON FROM OCTOBER 15 TO APRIL 15. APPROVED PLAN IS PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS REQUIRED FOR ALL ROUGH GRADING. OVER 1' DEEP. 2. IN CASE OF EMERGENCY, CALL PHIL WILLIAMS, CONSTRUCTION MANAGER 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF AT (562) 618-2293 (24 HOURS). TEMECULA S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING J. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL VICINITY MAP AND ENSURE THAT WORK /S IN ACCORDANCE WITH THE APPROVED PLAN (IF BE TO LINE, GRADE, ELEVATION AND LOCA T10N OF CUT FILL SLOPES. N.T.S. nyauAS BROS. PAGE 958, G-41 PA VI N G NO TES: REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). MINIMUM PARKING LOT GRADE SHALL BE 1.� 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 10D YR Q STORM FLOWS, AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY ALONG TOP OF CUT SLOPES. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE D.50% MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES WHEN RAIN IS IMMINENT. THAN ONE FOOT. PRIOR TO PLACEMENT OF PAVING. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF S�LJIACE AVIPFI� L 811d ESTIMATE OF CaUAM1TIES ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS THE DEPARTMENT OF PUBLIC WORKS. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED OF THE PRELIMINARY SOILS INVESTIGATION BY.• KRAZEN & ASSOCIATES, S1'N 5�1'D LEA UVT aTl! A T A RATE OF 0.05 GALS. PER SQUARE YARD. ASPHALTIC EMULSION SHALL 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT DA TED: NOV. 30, 2000. Two SETS OF THE FINAL COMPACTION pWa THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN REPORT SHALL BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS CONFORM TO SECTIONS 37, 39 AND 94 OF STATE STANDARD SPECIFICATIONS. PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND O1 2.5" A.C. PAVING OVER ___ 18391 S.F. 4.0" CLASS-11 AGGREGATE BASE x,Xx x"�' " .x THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY PUBLIC WORKS CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM 4.o" A.C. PA WNG OVER --- DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE CITY CHECK BERMS, SILT FENCES, AND DESIL TING BASINS, ETC. THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10.5" CLASS-11 AGGREGATE BASE S.F. 2D594 RIGHT OF WAY. 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT 3 4" P.C.C. PAVING ---- S.F. 4730 THREE INSPECTIONS ARE REQUIRED BY THE PUBLIC WORKS DEPARTMENT. ONE THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 4 4" P.C.0 SIDEWALK C.O.T. 401 L.F. 76 INSPECTION AT SUBGRADE COMPLETION, THE SECOND AT THE TIME THE BASE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY 5 TYPE "D-6" CURB C.O.T. 204A L.F. 300 IS PLACED AND THE THIRD WHEN THE A.C. HAS BEEN PLACED. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED PERMIT FINAL INSPECTION FOR EACH LOT. PHONE. (909) 694-6411 " " ECIAL INSPECTION IS REQUIRED FROM BUILDING do SAFETY FOR HANDICAP PATH WATER CREATES A HAZARDOUS CONDITION. , s TYPE A-s cuRe do GUTTER c.o.r. 20o L.F.LF 1980 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND OF TRAVEL, PRIOR TO POURING OF ANY CONCRETE OR A.C. PAVEMENT, IN 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 7 COMMERCIAL DWY. APPROACH C.O.T. 2o7A EA. 1 PARKING AREA, SIDEWALKS AND LANDINGS. INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLAN. BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM '8 3 CONCRETE RIBBON GUTTER --- L.F. 721- • THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE EROSION AND INSTABILITY /N ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. Q CONCRETE CROSS GUTTER C.0.T. 2101211 �,-r7 S.F. 477 CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING L'J CONCRETE ACCESS RAMP --- /rn EA. 1 UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS OF CONSTRUCTION AT (909) 694-6411. OTHER INFORMATION /S SUBJECT TO CHANGE. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER MATERIAL. A COMPACTION REPORT BY SOILS ENGINEER SHALL CERTIFY 95% COMPACTION OF 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED BASE PRIOR TO CALLING FOR THE SECOND INSPECTION AND PLACEMENT OF A.C. SLOPES PRIOR TO PERMANENT PLANTING. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ALL INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED PROPERTIES). FILL SLOPES PLACED OVER NATURAL GROUND WHICH /S STEEPER THAN 5: 1 BY COMPACTION TESTING. 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR (209'), MUST BE BENCHED AND KEYED PER SOIL ENGINEER'S STOW DRAW and ESMATE OF OU S EXISTING STORM DRAIN INLETS SHALL OCCUR DURING THE RAINY SEASON, RECOMMENDATIONS. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF MEM DEBOWMIN DM LEGBV Wr M. TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE PRACTICAL STREET, STORM DRAIN, OR NATURAL WATER COURSE. PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD Q 6" PVC STORM DRAIN --- L.F. 622 METHODOLOGY SET FORTH /N CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT MANUAL AND UTILIZE THE R" VALUE METHOD. THE R VALUE TESTS SHALL BE THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR PROPERTIES. 21 8" PVC STORM DRAIN --- L.F. 2s CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF © --- 12" PVC STORM DRAIN L.F. 31 PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERTTO ANOTHER RUNOFF AREA. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 24"X24" GRATED INLET STRUCTURE DETAIL, SHT 3 THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. © (BROOKS BOX OR EQUIV.) TRAFFIC RATED =_ =0 EA. 3 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 WAY RELIEVE THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 0 12"X12" "SOLID LID CLEANOUT" DETAIL, SHT 3 EA. 3 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT (BROOKS BOX OR EQUIV.) TRAMC RATED ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, OF, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND ADJOINING PROPERTIES DURING GRADING OPERATIONS. RCFC&WCD J.S. 229 Eq. 1 MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND JUNCTION STRUCTURE NO. 4 ABATE WATER, MUD AND EROSION DAMAGE TO THE PUBLIC AND PRIVATE ® 3" PVC STORM DRAIN do CURB OUTLET C.O.T. 303 L.F. 195 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, MINIMUM THICKNESS PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE OF 2 INCHES. TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30' IN EROSION CONTROL PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER VERTICAL HEIGHT. OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF A SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VER TI CALL Y. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PR O TEC TED BY VARIOUS AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHEET INDEX: SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SHEET 1 OF 5 (PG---1): COVER SHEET, INDEX MAP do NOTES RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHEET 2 OF 5 (PG-2): PRECISE GRADING PLAN DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION AND BAGS AROUND INLETS WHICH HAVE NOTEARTH BBROUGHT GRADE; EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON SHEET 3 OF 5 (SD-1): STORM DRAIN PLAN FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL SHEET 4 OF 5 (EC-1): EROSION CONTROL PLAN MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW SHEET 5 OF 5 (HC-1): HORIZONTAL CONROL, PAVING do DETAILS IN PROGRESS. PREVEN T70N DEVICES PER U.P.C., CHAPTER 10.R. SHEET 1 OF 1 (UT 1): UTILITY PLAN (FOR REFERENCE) 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT CONSTRUCTED PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED NOT LESS THAN 1 4" PER FOOT FOR A MINIMUM OF 3 FEET. VER TI CALL Y. ACREAGE: 21 RCLEARING AND ECEIVE VE IMMEDIATE �RAD/NGBING HOERO BON CONTROE LIMITED �MEASURES wILAREAS THAT �LL BE 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED BE PERM/TIED. GROSS: 1.86 ACRES PRIOR TO GRADING OPERATIONS, AND WHICH ARE SUBJECT TO RUNOFF LEGAL DESCRIPTION. DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PORTION OF LOT 116 OF THE MURRIETA TOPOGRAPHY: BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE PORTION OF THE TEMECULA RANCHO, IN THE APPLICANT/PROPOSED OWNER: SOILS ENGINEER: VEGETATION BEYOND LIMITS OF GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AERIAL MAPPING PROVIDED BY 22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR AS SHOWN BY MAP OF THE LANDS OF PHOTO GEODETIC EXTENDED STAY AMERICA KRAZAN do ASSOCIATES RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING = TEMECULA LAND AND WATER COMPANY ON 858-227-1010 2525 CHERRY AVENUE, STE 310 226 NORTH SHERMAN AVE, STE. A ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL FILE IN BOOK 8, PAGE(S) 359 OF MAPS DATED: NOVEMBER 30, 2000 SIGNAL HILL, CA. 90806 CORONA, CA 92882 THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CD PH. (562)981-5891 FAX (562)997-01 fi5 PH. (909)549--1188 FAX (909)549-1190 DEPARTMENT OF PUBLIC WORKS FOR APPROVAL. "' 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN PERMIT: LID 01 - 072 GR e\jL PRIVATE ENGINEER'S NOTICE TO THE CONTRA_C TOR: ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. 1-0 A ,,,,, 24. JUTE NETTING SHALL BE PLACED ON ALL SLOPES OVER LO t THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 10 IN VERTICAL HEIGHT. CD DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF *EAR TH WORK: * EARTHWnRK QUANIIIES SHOWN HEREON ARE GEOMETRIC VOLUMES THAT DO NOT AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO INCLUDE THE AFFECTS OF SHRINKAGE, BULKING, SUBSIDIENCE, AND DO NOT INCLUDE DESIGN CoNsnnws 1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CUT 1260± C.Y. RECOMPACTION VOLUMES OR OTHER MEASURES THAT MAY BE SPECIFIED /N THE 3r CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO FILL 1600± C.Y. PROJECT GEOTECHNICAL REPORT. THESE QUANTITIES ARE ENGINEER'S OPINION AND 4J460 VR • e Pcr 7[�I Drive, • • 3UItVE'Y/C9 AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES SPECIFIED FOR PERMIT PURPOSES ONLY. THE CONTRACTOR IS ADVISED TO PREPARE 43460 Ridge Pork Drive, Suite 170, Temecula, CA 92590 X BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION IMPORT 340� C.Y. INDEPENDENT QUANTITY ESTIMATES FOR BIDDING, CONTRACT, AND CONSTRUCTION PURPOSES 9D9-695-5596 FAX9D9-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CD a_ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Cu CONSTRUCTION RECORD DATE BY REVISIONS Acc'D DATE BENCH MARK SEAL: R°FEss10 Designed By Drawn By Checked By a CITY OF TEMECULA CD SCALE oQ A. M HEM HEM RM MAM Recommended By. Date: DEPARTMENT OF PUBLIC WORKS Contractor 2 112" ALUMINUM DISK IN APPROXIMATE � v�P�' f�o,�, Fy U CENTER OF BRIDGE OVER TEMECULA �, � T �� PRECISE GRADING & EROSION CONTROL PLAN Horizon tal �. r- RIVER, AT INTERSECTION OF RANCHO AS SHOWN W No. 47so4 Accepted B . Date: FOR: PG - 1 Inspector CALIFORNIA ROAD AND FRONT STREET p Y Y... .-Y Y EXTENDED STAY AMERICA STAMPED "T 32-81" RESET 1987" Vertical * E 12-31-03 * O MR. RONALD J. PARKS, R.C.E. d dote Completed s� c►v%� �`�' MI CHAEL A. MEDOFER, Rom.E. NO. 47604 DEPUTY DIRECTOR OF PUBLIC WORKS � A.P.N. 910-310-014 N A �jFof ��F°`� _ 1989 _ _ Sheet 1 of 5 z ELEV.= C� REGISTRATION EXPIRES: 12-31 03 R.C.E. No. 19744 Expires: 09-30-01 f . „�, A.P.N. 910 310 002 w �► 01 L*Ar lkla ........... ............. LIP, L) Y�k . N44*55 PkWr 1��Nf 394.75' SA TJ7EE DISH PAD & R EN WALL C D WGS) (SEE ARCM.d" D5 5& -Y,\CA b- \ F' V 0 CU _ - C3 0 36.74 TIC T CURB, u V 1% w 36.24 FS FS 6 36 0 VE C8 7X 71 4.21 r .. 11 G(I TER, SIDEWALK y C C6NS77?U0 COMMtRC1AL',,. It WA 9 L0 j DO L2 cp CLOSURE �6� U & SCREEN WALL J7.00 TC r1i , 6 1 "It �? TRASH EN �T C/4 S TA III C, ti (SEE ARCH. DWGS) 05 2.0% 36.50 FS Ox k/ 1036 50' RT b- 5b 36 50 Id(I lb 5 4E DETAIL L7 5 0 91� \ �, jx, C_ 35.56 3725 TIC Q� bt 11 y 'v__ 0Z C� BELO N J6.79 FS T/ P 50 f6 HC PA 57 7A I, RKINC. AlOETLS .0Z J7 80 3725 TC 6' FS _T C*% El 4i) 36.79 FS 4 S�E DETAIL � T 4) 5 `­,�'2.0% V\ m„ Ski' < 6. 11V 0 4 1Z El HT 5 00 101 C -4. 37.09 T 670 I / 'aa 36.59 FS 4 SEE,DXT4 Do**A 3724 TC 7. 1 TC 38.00 IFF T1 , .74 FL �3 HP 2.0Z AZ� REMOVE T. D wy 5 37.25 PAD91 FL ❑ C/) EXIS77NG �WLL�710 BE CONS T7?U6 T'CURB, GUTTER 1_­01 '*I- SEE DETAd"II Ic REMOVED BY S PARA7E-1 I ), 3.0 & 511)FWAI kl)(CA S,1A. 2+06-58 7`0 ,2+65.14� J8' Rr) PERMIT)I) SHT 5 DETAIL "U" f 1c, 10 - SCALE: lo-10" SHr 5 SEE DE TAIL "A -- -------- PROPOSED IN \j il� o Pi 116 I(BY SEPARA It Pt I 1?�� ..1 - FS CN - I IL SEE PLANTER DETAIL 3 3 3r SHT-5 FOR TYPICAL J6 0 7% F_ 5 L T�6 1, SECTION c 93 FS 5 y Iry A,),.4zj J ��3655 ILA 5 5 Ilb 0 TC ....... Ir 8 b '0• 6. 0 L J6.53 rc RAMP Cl) 6' 41 - III! / I _� " .%- .30 4 Y6 03 F -46 1 . s DOWN\ 1 TC LOI X T:ok+ S G&E Q6 IS 95 VAULT PR OSED PROP. MONUMEN NY •cq 8 Tlco1- • 1 Pj R �/�,N CONTOURS 7.53 TC ON FIC:> 8 SEE TC 3 SHEE)"I H�-I 00 n .48 L) ' . [* I I I . ( , , 0,10 \ C f1? 40-08 37. -0 (3 .48 SJ>�ya �R C L6 8 45 1.OX __ . - �e _4 4/b�p .) 0.5X 0.5x18 71, < 36- 6 I X. "I _� __ - _> I 11�11, E TRAFFIC SIGNAL, LIP% / t' --A PPUR TENANCE 36. 5 FS SIGN, OR OTHER (TYPICAL) 'JJ6 8005 �T A T\ .41:1 4\Q0 4 30.35 �Ib. 4)V 11111 1�.I�-I!i 2 1 . I i �,V)- _L _ --- . V) N56, #4K 1 0 N_ 09, 61t CD 75 TC .25 FS V 42.10 N41 2. A N39d,55FG A DtIUST E.0. 1 0 PROPERTY- LINE 253.07J. 11.96 R4N#0Z E 70 1 17 EX FENCE El -- ------ - - ----- DETAIL '101 SCALE: Ins-10" II C, .. ..... SIDEWALK 7AtNWG WALL-- Z V ,, , ,I , _ DETAIL "'B" -- R :. Q L*IVE SCALE: 1'�-10* ...... v. CONSTRUCTION N0 7ES h _ / DESCRPTION CONSTR -1.9 AJ UCT 4" P.C.0 SIDEWALK C.O.T. C� w *.�, 401 0 10 20 40 60 CENTER SIGNAGE AT CONSTRUCT TYPE -D-6'w CURB C.O.T. 204A > R1w 1--:11 HEAD OF EACH SPACE CONSTRUCT TYPE "A-6" CURB & GUTTER C.O.T. 200 4 I,- "II O0x18 GA. REFLECTIVE PORCELAIN .0, STANDARD 7HANDICAPPED PARKING CONSTRUCT P.C.C. DWY APPROACH C.O-T 207A GI?A PHI CAL SCALE SIGN WITH IDENTIFICATION SYMBOL. BOLT --j U Ln MODIFIED 3' CONIC. RIBBON GUTTER PER TO GALVANIZED STEEL TUBE WITH J/8M 6`1.S7EP I- U_ �x . . ILL: HANDICAP SIGN • RESERVED FOR WASHERS DETAIL ON SHT. HC- CADMIUM PLATED BOLTS, NUTS, & W HANDICAPPED PER DETAIL CAP TOP OF POST. SIGN PER LA MIRADA C� (7) U') U-) CONSTRUCT CONCRETE CROSS GUTTER C.O.T. 2101211 THIS SHEET Cl TY S TD. IN to 1 0 1 CONSTRUCT CONCRETE CURB RAMP2 C.O.T.C.0.T. 4 WHEEL STOP 8*x12"x18GA. REFLECTIVE PORCELAIN I SIDEWALK ENAMEL SIGNAGE STATING "VAN ACCESSIBLE" JIb C) + C) WHERE OCCURS. 2* GALVANIZED STEEL PIPE PAW7FD WT Dapuyw (COL OR B Y 0 WNER). DETAIL 'OEw 007IMSHM UCEWX NAM C\j 00 PLAI IS&JM M PERMIT: LID 01 - 072 GR PHYSICALLY HANDICAPPED PERSIM STEEL TROWEL FINISH SCALE: lo=10 e-IJ ­4 VKL K 010 to 18 is ON QVI 22W7.8 FINISH GRADE C:) 12i� NOTES (PREFERRED SIGNO ) I 1. ALL STROKES TO BE J0 WIDE A 4* WDE PAIN TD EQ. EQ. 2. PROVIDE TWO COATS OF PAINT "HANDICAPPED PARKING" SIGN Lp '08(D TWO COATS J. BLUE BACKGROUND WITH CITE SYMBOL. NoTE� 3M STRIPS, T 4. LOCATE SYMBOL AT CENTER OF STALL WERE SHOW TO CONFORM TO CURRENT *CP LA I'I DIAM. CONC. BASE iyx STATE AND LOCAL CODES 110 PR0JwTDiWGN CONSUTANrO Q, ® ON SITE PLAN. _(I\ SEE giffT NO. SD-I 5, ONE SYMBOL FOR EACH HANDICAP PARKING SPACE AND REGULATIONS. 10 9 43460 Ridge Park Drive,Suite 170,Temecula,CA 92590 FOR STORM DRAIN, 909-695-5596 FAX 909-695-5597 Uj I 8' AT I PER DETAIL DETAIL "A"' lwa7 NO. UT-1 Ir HANDICAP SYMBOL • VAN ACCESSIBLE THIS SHEET HANDICAP PARKING DETAILS 12 clu PARKING STALL SCALE: 1`10" FOR SEWER & WATER C:) N.U C 0 C3_ ICU SEAL • - U-) CONSTRUCTION RECORD DA TE BY REVISIONS A CC`D DA TE BENCH MARK 9,?,Qlf E S S/0 Designed By Drawn By Checked By cn 0 A a" CITY a F T E M E C U LA DEPARTMENT OF PUBLIC WORKS SCALE 1�) A. e Recommended By. Date: HEM HEM MAM En 1 2 112" ALUMINUM DISK IN APPROXIMATE 0 Contractor tor Horizontal PRECISE GRADING PLAN U CENTER OF BRIDGE OVER TEMECULA CD FOR: PG - 2 C_ RIVER, AT INTERSECTION OF RANCHO rn Dote: 4X�Z.A,/ AS SHOWN rn Accepted By No. 47604 y Inspector cc MR. RONALD J. PARKS, R.C.E EXTENDED STAY AMERICA ICU CALIFORNIA ROAD AND FRONT STREET EXP. 12-31-03 ee.410101 Ln / / r cn STAMPED "T-J2-81" RESET 1987" Vertical DEPUTY DIRECTOR OF PUBLIC WORKS CIV%\I. MICHAEL A. MEDOFER, R.CIE. NO. 47604 A.P.N. 910-310-014 Oute Ca*ted R.C.E. No. 19744 Expires: 09-30-01 A.P.N. 910-310-002 Sheet 2 of 5 CD NIA OF CA0 REGISTRATION EXPIRES: 12-31-03 `, , 1 LU Aan fo �c 56. RkM' �/S C� %0) c.' S o %%o j ! , -"`� I I CONNECT TO 1 ( I I ! I I I I ( I I I I I EX. 18 R&P CULVERT II I I I I I I 1 I I I I II (29.98 INV) I 50 I I i I I I I i I i ! I I 1 I , -- IL / II I I I II I I I I I II II I i i I I I I' 38' 50' J STORM DRAIN NOTES � I PROPERTY LINEWNW dllmw� CD III 2 I MD. LOW I f I II I I r Sl'll� DNG I I I \ ._ /� ___ I I �II II 34.74 TG I .. I I /� --- I 21 - 34.99 TG r 30.56 INV I • • �• 2 8 PVC STORM DRAIN 33.70 INV 12" PVC STORM DRAIN --- I � 25.63 L.F. ® 1.D% I l 1 I I o 314.26 L.F. 0 1.0% I 24"X24" GRATED INLET STRUCTURE SEE DETAIL I I I � I ' I ►� p �, I w I I o I I I (BROOKS BOX OR EQUI V-) TRAFFIC RA TE HEREON ==0 2 _ - 12"X12" SOLID LID "CLEANOUT" SEE DETAIL - -...... _._1 _ - -- ---- . — ----- --- \ I 0 © BROOKS BOX ORE I V. TRAFFIC HEREON t ' I �, r ( QU ) FFIC RATED I ` 0 I © JUNCTION STRUCTURE N0. 4 RCFCdcWCD J.S 229 I \ o ® MODIFIED 3 PVC STORM DRAIN C.O.T. NO. 303 ❑ \ \ .q do CURB OUTLET I I I 35.84 TG I 34.44 INV I _ IE] I 1� __. _ _W I • I II I -- Ill ® I I � I 1 I � o I •Z5 ❑ I �79 � I -__� I I I � o � 3 .-- ❑ I � I II l I I I 38.oo FF - -- -- - -- - - __ _ - _ �.. - - i NO. 2424 CAST IRON I I I I ' I 36 25 FL — " E�; R P•�' I ,O - NO 2424 STEEL PARKWA Y C I 1 I 8 S I 37.25 PAD / r PARKWAY GRA TE OR TRAFFIC WT. 1151 COVER r .. . .. WT. 80/ 24 DATER � I I � _ _.__ .. _ __ __ _. _ 0 .. . � � 1 I ,w� -� I I I I i -- 1 O I � II II I � 0 EX,i PRE H RANT l � ' 0 E� f�� � I 1 I �1 � 1 I I NO. 2424 STEEL � _,_. I ❑❑ I I PARKWAY GRA TE I I I I I z 8 _ LE .� � I I c ,,\• �, �, _.-----.�---------_ _ __-------_..-.W_.�-----�__ _._._..._._�._��..____._.._ I N0. 2424 TOP SECTION 12, WT. 481 I EX. ��ISON �A L T I �`, ��` `o �' w c r► __....__.__..___-_-- I OR EXTENSION of rn v� M W/0 K.O. I I 68 a6' I �. 1 •sue ��� F .. «� I I ..... • I CH RT � � N0. 2424 STEEL .-� �` :_. I 7RAFFI C GRA TE " HER WT. 96, . ........... II ' Cr�j 32.65 INV 4 \ I iZ 5 67.61 L.F. A 2.0% MO do R � C EX. 15 SEWER 8.68 L.F. ® 2.0% 4.17 IN ----.__. NO. 2424 LOWER SECTION E IST. 6" SWR. �,A 1�RAL � � ____ __________. ___...�._�-___.._._-_- __-_.-._.__._ W/ K.O. /NEW 8" SWR` LA TERAL � EX. JOP NO - - ( EE EMw SO-�-4708) r __SS EWER EASEMENT TOP OR EXT HT. LBS AVAILABLE x _ ` SEC71ON I **2424 T6 6" 303 NO K.O. I l SS CH RT **2424 T12 12" 606 NO K.O. 2424 T18 18" 909 NO K.O. 2424 T2 " "X " 1 ; 2424 T18 18 909 W 2 8 14 KO PROPERTY LINE * 4 24 1030 W O 8 X14 KO - I 1s 1 - - - NO. 2424 BOTTOM L I 1 to _. / *2424 L12 12" 606 W 2 8"X14" KO / 242408 18 18" 909 W (2) 8"X14" KO 2424 EXISTING CURB L 24 1030 W 2 14 X14 KO I 1 I _ - r 1 � I BOTTOM I EXISTING B30 5 14 KO * " _1 SIDEWALK - - _ I --- - *2424 30" 397 W (2) 14"X " A 6 2424 B3fi 36 4050 W (2) 14"X14" KO I A - I _. ------ I I - - _ _ _._ 1�� I I I 6" D M—014 REM4//E EX/ST/NG 36" 36" GRATE, INSTALL MANPOZ.E TO FIN/SH GR,4DE EXISTING GROUND EXISTING RA TE ROOKS BOX DETA�. NO SCALE 0 10 20 40 60 5' CONSTRUCT JUNCTION STRUCTURE NO. 4 MATCH SPR/NGLINE OF PROP. 12" PVC GRAPHICAL SCALE 29 9 TO SPRINGLINE OF EX. 18" CUL VERT 5' FROM 8/E` PIPE INLET. (VERIFY INVERT OF 18 CULVERT P A PROPOSED JUNCTION STRUCTURE.) 0 n ado ao AL PRIVATE TE ENGINEER' NOTICE TO THE CONTRACTOR: N ~ PERMIT: LID 01 - 072 GR - _ •__. W T'UD TA THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CD DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF STI��I_ DRAM M7AL A VAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 1=20' a 1 -800--422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CD CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TOPR0jwTDEff&wC0N5MTAM3 AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES PL&V4 1C3 • ENVnt0NMW AL • • SURM/IQPSt 43460 Ridge Park Drive Suite 170 ,Temeculo,CA 92590 RE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 909-695-5596 FAX 909-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. o UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA a CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEaI: OfESsio Designed B Drawn B Checked B SCALE oI? "�� 9 y y y • Controctor 2 1 2" ALUM/NUM DISK IN APPR ��' P MFo � HEM HEM MAM Recommended By. Date: // �/ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS / OXIMA TE 4, �� o�, y CENTER OF BRIDGE OVER TEMECULA Horizon tal r UTILITY ►� No. 47so4 z o TY PLAN RIVER A T INTERSECTION OF RANCHO m Inspector AS SHOWN D CALIFORNIA ROAD AND FRONT STREET a _ _ Accepted By: Date: / FOR: 1 .YA'J.1• "aY.'. * EXP. 12 31 03 * MR. RONALD J. PARKS, R.C.E. EXTENDED STAMPED "T-32-81" RESET 1987" Vertical - �A'' �.,,.,," A'is'iy,y-A TENDED STAY AMERICA Dbte Ca�pleted srgr clvi� o���P MICHAEL A. MEDOFER, R. E. NO. 47604 DEPUTY DIRECTOR OF PUBLIC WORKS Y. '' N A Fof C0,0F . :i 9: A.P.N. 910-310-014 LO ELEV.= REGISTRA TION EXPIRES: 2-31-03 R.C.E. No. 19744 Expires: 09-30-01 Sheet 3 of 5 SEE A.P.N. 910-310-002 Leo* I � � I I i I I I I � �i i� I I X� I I I I I I \'� � I I I I I I - _ 1� I I I I .- I I I I I I I I � � i,tz r '~ i SA�IDBA DOUBLE �IGH �_ l i I LEGEND i I - I 2-3" COURSE AGGREGATE t I ..�' II I I I I I i � Iy f , SILT BAGS I •, f'1'141 NS UCT TABIL/ ED CO �TRU 770N ' E�/TRAIVC i d - E P DETAIL B 1 V I I ELow I S DBAGS — _g Pff 1111101 1111101 I r I , i 1 , •_.�- ..__ __ ... _ - _�; %' \ L - }. I 5 PAD II , 37.2 II , I \ F ti II i 4SAIGDBAGS — SINGLE � > SANDS! I G —I p --- 71, , v I J l l _. r- � I T TT Cl F V-D "Z/1 i /Z IfZ/ �! _ - 1 PUBLIC RIGHT— \ f i — \ , > OF WA Y � I 1 \. _1 `� _ 1 \. I l 50 MIN. .f_ 4, — _ s— ,.,...._•ter — � °_ _r- —. . _,_ . __ — --• . — --- — / ,� � / :. .. .... I MIN a / 1 - / I 8 M . d _ . _ �_ / — E \ _ AG GATE _ 1 2­7 PROFILE / I --- f _ y l EXISTING GROUND I PUBLIC RIGHT—OF—WAY I 1 / 7 I I 7' 1 _ �-11.. I t I I `y) JF ,. I �.� — ..---- ---------- --._..... - 14 MIN � ay O J 1 I I cPLAN N -, I 1 PROVIDE APPROPRIATE TRANSITION / I � Lr� BETWEEN STABILIZED CONSTRUCTION I / - ENTRANCE AND PUBLIC RIGHT—OF—WAY 1 f T / / DOUBLE HIGH SANDBAG / SINGLE HIGH SANDBAG --- / 0 , 10 20 0 6 _ i { I r STABIL ZED /C�NSTRUCTIQN ENTRANCE I , / N.T& GRAPHICAL SCALE CU m 66 PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: SANDBAG AL DETAIL, LO � A THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U7ILITIES OR N.T.& DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF -7 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 1 -800-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE PROJMDEffaw CoNsauNn CD� ° CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO ' PYAmam • �wfm • • SURV6YANB Cr AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive,Suite 170,Temecula,CA 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION 909-695-5596 FAX 909-695-5597 a OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PERMIT. LID Q 1 Q 7 2 GR a UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA a cn CONSTRUCTION RECORD DATE BY REVISIONS ACCCXj 'D DATE BENCH MARK SCALE SEAL: QROFESS/pH� Designed By Drawn By Checked By CITY OF TEMECULA Contractor 2 1/2" ALUMINUM DISK /N APPROXIMATE �4��.PF'� A. MFoo�Fy HEM HEM MAM Recommended By. Date: DEPARTMENT OF PUBLIC WORKS CENTER OF BRIDGE OVER TEMECULA Horizontal y T EROSION CONTROL PLAN a RIVER, AT INTERSECTION OF RANCHO A S SHOWN ' H 0 WN W � /,00b/K' a� FOR: EC - 1 Inspector CALIFORNIA ROAD AND FRONT STREET as No. 47so4 .� Accepted By. Date: o Y: .•rAY: y R.C.E. a - �:�j�.� EXTENDED STAY AMERICA C%j�, EXP. 12-31 03 '�� �/ MR. RONALD J. PARKS, l� cn STAMPED T-32-81 RESET 1987 Vertical Dlate tad sT ciV�� �P DEPUTY DIRECTOR OF PUBLIC WORKS qT o�� ICHAEL A. MEDOFER, R.C.E,//NO. 47604 / / f A.P.N. 910-310-014 CD z = / CA R.C.E. No. 19744 Expires: O9 3D D1 _ Sheet 4 of 5 w ELEV. REGISTRATION EXPIRES. 12 31 03 P � A P A.P.N.N 910 310 0 0 2 Lek to HORIZONTAL CONTROL _W N 4958.4096 N 5237.9066 E 4963.4745 PROPERTY LINE E 5242.2379\ CUM TANS UK TAM CURVE LENGTH RADIUS LINE LENGTH BEARING L58 L57 L56 L72 C5 9.42 3.00 L2 75.85 N37*37'16'OW X I/ "K Y y 'A� X X x X X �X x'Xx"x X>�, < X X x x C6 3.14 2.00 X, x < 1 Xxxt �,x x "x\,x,"" I� I 1,,�, ,, X, x� >� , :,)K/"l< :X X X, X�, X, /X X y x X, X K X NXI, X, r X 16.9 N52"48'190E 0) X, X V) X.)< 't "X, X, �K. "I X �1' X r- -x, X In • ")< ., K� Cr) C7 9.42 3.00 L4 X '.'X, X X, X >..v�,< X", X X. X,/ 'K "K, x X� "K, x 0� X" YW ;1� I :x . X X --w X X < I. X ED '0", " I I.", ,�, %, -'N x X\ "K, X, ." I <: , , > K K L 5 2,45 N 7 1*3 3' 14' X, I �K, X X r C 9 9.42 3.00 X X, '< " >, "', ", , " 38.00 FF x, X, x, \X 'K X, -X `X� X �x /X, X�, 'X X X, X X X�)<". Y, "V, K x, X X X� x > �K X 1�, X� X 1< �Xl 1XI C1 25.28 16.00 L6 8.00 N18"26'560E > >� ." X X p, �( "r ],v' ,:" X K 'X. X� x_ X V, X 2 LIP X, L4 N<1 X V 1, 1., X w�� , , ,x _X�,NV <,,,�<1` C2 24.96 16.00 L7 18.37 N44*55'29'E 7 14;1�z '31#W 77 771 7 X. L8 9.00 N45*04 2Z C3 9.39 4.62 L9 9.00 N44*55"29'E C, L7 1X MIN. C4 6.71 5.00 C8 9.42 3.00 L10 18.00 N45*04'31'W P, L11 9.00 N71*33'04'W C10 3.51 2.00 f.F 7T C11 10.61 10.00 L12 18.00 N71*33'04'W L56 Cx� 3/ \X "XI X X C14 34-27 56.00 1.28 N71*33'04'W L, L13 X L14 8.26 N71*33'04#W Y X� X "K\X./, KX X C15 19.39 56-00 'X� X • 'XI, X X X X X, 0 > r > :X, "x )< K X, :x X X �X' A, /X� ly r- X, L15 4.00 N18"26"56'E Ix, >��N> x < x I X, Y 6 31.36> /X X �y C1 37.00 IN V� K, X, X 1� (0 X X X V X, 1K K X X, P�, X X X x 1( X X, X X x, X L16 X X CA > Xl IF . - V X X X X, X C18 1.22 1.00 17.12 N57*39'08'E �1, K 11',' K K. )e X ,, Y X , X XX., X X K," X X X"X, X X PLANTER DETAIL, ticX, X, 3!1�,%�Y, X, X N32"20"52'W X T. 'K >L- 1 4 �P, N,, X C19 3.99 2.00 L17 16-81 UNLESS OTHERWISE INDICATED ON PLAN N C20 9.42 3,00 L18 12,93 45*04`3 low % 3 x-�3 T 15.86 N45*04'31'W F 7.. "'Y'y 0 o El•. El C21 9.42 3.00 L19 C22 7.85 L20 18-33 N63*36'25'W 5.00 C23 9.59 5.00 L21 18.00 N44"55'290E C24 9.42 3.00 L22 0.96 N71*33'04'W L23 4.00 N18*26'56'E 4922.6400 N 5118. C26 2.70 2.00 E 5044.4803 E 5239.4440 C27 3.14 2.00 L24 4.00 N18*26"56'E 1.0 2.0 "56'E % C28 3.14 2.00 L27 18.00 N18*26 C29 48.40 73.25 L28 1.28 N57639'08'E 2, 38.00 FF C30 45.59 37.00 L29 12.94 N45*04'31"W C31 10.40 7.00 L30 11.61 ♦NOO*22'37'E 2.5" A.C. OVER 4v A.C. 0 VER J7.25 PAD 4" BASE C) 10.5 BASE C32 42-05 56-00 L31 25-20 N57*48'11'E 3, 0) C33 18-35 20-00 L32 74.00 N44*55'29vE 3- 8% C34, 7.85 5.00 N45*04'31'W L33 15.00 A L34 15.00 N45*04'31'W N 5084-0945 A N 4883.6024 W A A A a L35 3.00 N44*55'29'E E 52 78.5 711 E 5078.6053 .._ i ._._ i i L36 54.00 N44"55'29'E / /` / i .. rjy / ---j L37 45.00 N44*55'29'E L38 15.00 N45*04'31'W 6- ............ 0 L39 15-00 N45*04'31'W L44 72.00 N44*55'29'E L60, 37 L 6, 'X,XxX L45 59.14 N44*55"29'E • ;K K/ "K X X >< X" XX, X X,I X x•X, 'x, X X. X�' X x �x 1. X I'M X X < x, Q L46 16-90 N45*04'31'W 'A r >(',XN 8 Y X,X, 'K x� K X X X X Ch 00 X, X X x X 'X, �,� "." X >< X, X �< < X I A_>�, , I.. '(I X X x X, �K, X X` X , LM L47 17.90 N45"04/3 X, /y X )K , xx_ 1" 1, X' >,X < X N < X, ;-�,; N.TS I." X X X X, I -I V. X ,,X X 04'31'W X X X X �k X . /< A 8 15-00 L16 X 'x, X I." OD Co'�X," ",K y>/X,.,4,X` x", X 00 00 :X� :X % X X x L4 N45* X 'X X X V X X X x, X, X X X X X C*�x ., �,<'­ ""X"" "I x w %,x X, /X, X x X < X , , , ^"/I , " ,,L, �:�\ "."I >" X X"'11, " L49 15.00 N45*04"31'W X, r 1\ 1,/­ N - < X , ^X . I ." I v X )< /' 'y, ;_/ Cl� L6 x X y q 'A N < .1 X. X� V X �")K, CC) 0 X X Md- "X� X.I�W' K" ]'X" L50 15.00 N45*04'31'w K L81' Zj C21" Z Ld K, % L51 15-00 N45*04'31'W X / I L52 11.00 N45*04'31'w X� 5X X K X, L53 5.00 N45*04'31'W K/ > X , . X X L54 72-00 N44"55"29'E x X\ IN TERS TA TE Y 11 AA& X lz� > L55 30.85 N44"55'29'E V lIx"1,1 X 1 1 ' ' 7X\X, 15 X /% XI Y. L56 81.00 N44*55*29'E I I '' '. J.I ' "' X, X x, X, X. X �1 X �x >< < X X, X, X >( 'X X y X \X11 x,"X, x, X'X, L57 81.00 N4 X X I �x ;y, _V_A y, X x x, K� /x 'X A X K, X, 1� . . 1, X - A X "I r- 1 . X, ;xl'X 11 <X�X� X, X X, Alv- L58 X N NX. 4%, X 63.00 N44*55'29'E x, 'e" K X X X X K L&VING K/ 'X, X x X X >� x N, X , A 1X MIN. N 4811.6%j 1,Ej K X X A 0 X X v 'x, x" X� X W 1y\ X ",X" X X N37*10'30#W L60 27.00 N57*39'08'E x V _'W" v E 5103.5879 X L61 oft-Aft 59.06 2� Rlw�j ZL62 74.28 N36*58'14'W SECTION 'B-B'. L63 60.84 N27*52'29'W PROPERTY LINE N 5039.3092 N.T-S L64 64406 N27"55"18#W N 4850-9549 E 5350-8266 L65 15.00 N45*04'31'W E 5164.4371 L66 15-00 N45*04*'31'W L67 15.00 N45*04'31,W ,�. 0 10 20 40 60 PAVING + HORIZONTAL CONTROL L68 15-00 N45*04'31'W PROPOSED MEDIAN Jot L69 15-00 N45*04'31'W (BY SEPERATE PLAN) 2'_ 12' - 1 - 5 L70 15.00 N45*04'31'W GRA PHICA L SCA L E SEE PLANTER DETAIL (VARIES) Uj L71 12.82 N45*04'02'W JEFFERSON L72 72-00 N44*55'29'E L73 90.00 N44"55'29'E AVENUE 1X MIN. Q2 ------- L74 89.00 N44*55'29'E ----- --------------------------------- L75 6.42 N44*55'29'E 7/-/77 7/77,-7-7 N N N L76 16-05 N32*20'52OW LZI 18' 42' 5 F L77 86.00 N44*55'290E SIDEWALK PA WNG CONS 7RUC710N NOES CONSTRUCT CURB & GUTTER, X L78' 3.95 N57'039'08'vE 3TDVARIES F SIDEWALK AS SHOWN ON PLANS L79 0.93 N20*29'56'E SYA LEGM STA. 2+06.58 TO STA. 2+65-15 1X A41N. WIN. SE CTION 'D-D' L80 13-00 N45*04'31'w. PLANTER 2.5* A.C. PAVING OVER --- N.TS L81 17.00 N44*55'29'E EXISTING N, L821 18.00 N45*04'31'W N N 4.00 CLASS-11 AGGREGATE BASE 77 4.0" A.C. PAVING OVER 10.5m CLASS---II AGGREGATE BASE O 40 P.C.C. PAVING it 7'* P.C.C. PAVING SECTION 'A-A! 4 EXISTING RETAINING 6.0" CLASS-11 AGGREGATE BASE II N.T& WALL r4 OVERLAND II *PA WNG SECTION PER DRIVE 7- SOILS REPORT BY KRAZAN & ASSOC. I F -FENCE 'T II 18P A 42* C:) W 5 LAJ II Cu SIDEWALK i Z- -41 Ln CU Ln SEE PLANTER DETAIL 1% MIN. MIN. L PRIVATE ENGINEERS NOTICE TO THE CONTRACTOR: LEXISTING D T PLANTER T.Y. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR C) STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF DIAL TOLL FREE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE �ESjGN CONS`UI.TAN'I'S (D 1 -800-422-4133 PLANNm # ENmomffiNM # ENOV480tM 3M 19 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO # 3UXMrA3PS CD AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES 43460 Ridge Park Drive,Suite 170,Temecula,CA 92590 M SECTION 'C-C' 909-695-5596 FAX 909-695-5597 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. N.T& CIZ) PERMIT: LD 01 - 072 GR a_ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CD LO L:CONSTRUCTION RECORD DATE BY REVISIONS A CCD DATE BENCH MARK ESS/04� Designed By Drawn By Checked By V91,1, Recommended By. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS SCALE "' -1 0 Dote: 11;) A. HEM HEM MAM CD 2 112- ALUMINUM DISK IN APPROXIMATE all I Contractor CENTER OF BRIDGE OVER TEMECULA Horizontal 0-1 DETAILS & PAVING PLAN U FOR:W C - 1 C_ RIVER, AT INTERSECTION OF RANCHO rn 6r//Z/ AS SHOWN Uj No. 47604 M Accepted By. Dote: X Inspector CALIFORNIA ROAD AND FRONT STREET MR. RONALD J. PARKS, R.C.E. EXTENDED STAY AMERICA EXP. 12-31-03 Vertical k Cn STAMPED "T-J2-81" RESET 1987" DEPUTY DIRECTOR OF PUBLIC WORKS cjvj\� A.P.N. 910-310-014 Ode i�b*ed MICHAEL A. MEDOFERIP R. NO. 47604 Sheet 5 of 5 NIA OF CA \ REGISTRATION EXPIRES: 12-31-03 R.C.E No. 19744 Expires: 09-30-01 A.P.N. 910-310-002 Uj x X, ;kxN� X X K, X X F771- TF K :�Xx y X X I, r:�� X IX�x 1168 Cl Lak