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HomeMy WebLinkAboutTract Map 5790 Lot 1 Precise Grading i i a i i , r.......... .......... PV VICINITY MAP GENERAL NOTES GRADING NOTES 18. THE CONTRACTOR SHALL SUBMIT CERTIFICATION OF 1 . WORK SHALL CONFORM TO THE CITY OF TEMECULA STANDARD PLANS, 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ON-SITE QUANTITY ESTIMATES CALTRANS TRAFFIC MANUAL, EASTERN MUNICIPAL WATER DISTRICT CHAPTER 70, AS AMENDED BY ORDINANCE 457. ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN ITEM DESCRIPTION UNIT QUANTITY STANDARDS AND THE CALTRANS STANDARD SPECIFICATIONS FOR PUBLIC SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT WORK CONSTRUCTION (CURRENT EDITION). THE STANDARD PLANS 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 %. TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL 1 6" CURB L.F. 1196 AND SPECIFICATIONS SHALL BE CONSIDERED A PART OF THE�o DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2 CURB & SIDEWALK (NEXT TO BLDG.) C.Y. 19 IMPROVEMENT PLANS AND CONTRACTORS SHALL HAVE THEM ON THE DRAINAGE SWALES SHALL BE MINIMUM OF 0.2' DEEP AND BE JOB SITE AT THE TIME OF CONSTRUCTION. CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3 3" AC TONS 290 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED 4 6" A.B. TONS 290 GP��F 2. CONTRACTORS AND SUBCONTRACTORS SHALL OBTAIN APPROPRIATE 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER 5 6" P.C.C. (ISLAND & TANKS AREA) C.Y. 166 PERMITS AND LICENSES FROM THE CITY OF TEMECULA AND OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL 6 TRENCH DRAIN L.F. 77 GOVERNING JURISDICTIONS PRIOR TO ANY CONSTRUCTION OR 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED 7 AIR & WATER UNIT WITH LIGHT FIXTURE Fes. 1 AltEXCAVATIONIN EXISTING RIGHT OF WAY OR EASEMENTS. ALL FILL SLOPES OVER 5' HIGH. WITH APPROVED TREES, SHRUBS, OR COMBINATIONS, THEREOF. SITE � ,� SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' 8 PARKING LOT LIGHT EA. ,o �- 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE AT LEAST CENTER; COMBINATIONS, 15 ON CENTERS. SLOPES OVER 4 9 4 PVC DRAIN LINE L.F. 145 RANCHO W ONE FULL WORKING DAY PRIOR TO THE START OF ANY CONSTRUCTION. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION 10 6" PVC DRAIN LINE L.F. 26 `k) SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , 4. PRIOR TO ANY EXCAVATION THE DEVELOPER IS RESPONSIBLE FOR CHAPTER 10.R. 11 CLASS II BICYCLE RACK EA. 2 ' PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 12 SIGN EA. 2 s CONTACTING ALL UTILITY AND POSSIBLE AFFECTED OIL COMPANIES IN FILLS OVER 1 ' DEEP. THE LOCAL AREA AT LEAST 24 HOURS IN ADVANCE OF ANY WORK TO 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR 13 DRAIN INLET EA. 4 15 BE PERFORMED. WALLS AT NOT LESS THAN 1 /4 of PER FOOT FOR A MINIMUM 14 SEWER CLEAN--OUT EA. 2 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S OF 3 FEET. 15 4„ PVC SEWER LINE L.F. 87 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OR ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 16 1 1/2" PVC WATER LINE L.F. 140 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER .VICINITY MAP _ THE AVAILABE RECORDS, BUT NO GUARANTEE IS MADE THAT ALL PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE 17 3/4" PVC WATER LINE L.F. 160 SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN ARE COURSES SHALL BE PERMITTED. 18 TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. BACKFLOW PREVENTER EA. 2 NOT TO SCALE EXACT. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES 19 45' 3/4" ELBOW EA. 2 TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN 20 1 1/27X1 1/27X3/4" TEE EA. 2 NOT SHOWN. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS, THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/ ALONG TOP OF CUT SLOPES. GRADING. 21 1 1/2 X1 1/2"X1 1/27 TEE EA. 1 6. ALL UTILITIES SHALL BE INSTALLED PER PERMITS ISSUED FOR SUCH 22 EARTHWORK: WORK. AS-BUILT PLANS SHALL BE SUBMITTED TO THE CITY ENGINEER'S a. CUT C.Y. 340 OFFICE UPON COMPLETION OF WORK. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS b. FILL C.Y. 140 SHEET INDEX THAN ONE FOOT. DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER 7. COMPACTION TESTS ARE REQUIRED ON ALL STREET AND TRENCH FROM THE RESPONSIBILITY FOR THE CORRECTION OF c. EXPORT C.Y. 180 CONSTRUCTION (SUBGRADE 90% AND SUB-BASE 95% RELATIVE ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 23 REMOVE 6" CURB L.F. 1051 COMPACTION). 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 24 REMOVE 3" A.C. S.Y. 2441 OF THE PRELIMINARY SOILS INVESTIGATION BY EARTH SYSTEMS ENGINEERING BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW 25 REMOVE 6" P.C.C. S.Y. 1281 8. UTILITY TRENCH BACKFILL COMPACTION SHALL BE VERIFIED PRIOR TO DATED NOVEMBER 14, 1995. TWO SETS OF THE FINAL REPORT SHALL AND APPROVAL. 26 REMOVE EXIST. FENCE L.F. 50 SHEET DRAWING DRAWING NAME STREET PAVING. BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE N0. N0. FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING 27 RELOCATE TELEPHONE EA. 4 9. STREET STRUCTURAL SECTIONS SHALL BE DETERMINED BY R VALUES HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PAVI N G N OTES 28 MOVE SEWER LATERAL TO PROPORTY LINE EA. 1 PROVIDED BY THE SUBDIVIDER'S SOIL ENGINEER AFTER ROUGH GRADING. PRELIMINARY SOILS REPORT. 29 MOVE WATER LINE FROM WATER METER EA. 1 1 CT- 1 CIVIL PLANS TITLE SHEET STRUCTURAL SECTIONS WILL BE COMPUTED BY THE CITY ENGINEER. 2 C- 1 DEMOLITION PLAN 10. PRIME COAT SC-70 SHALL BE APPLIED APPROXIMATELY 12 HOURS 10. THE CONTRACT SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 1 . MINIMUM PARKING LOT GRADE SHALL BE ONE (1 .0) PERCENT. 3 C-2 HORIZ. CONTROL 8c SITE PRIOR TO ASPHALT PAVING OPERATIONS. 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGEINSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING FEATURES 11 . CONCRETE SHALL BE A MINIMUM 5-1/2 SACK MIX UNLESS OTHERWISE PERMIT FINAL INSPECTION FOR EACH LOT. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. 4 C-3 PRECISE GRADING PLAN NOTES IN APPROVED PLANS OR SPECIFICATIONS. PHONE: (909) 694-6411 _ OFF-SITE Q ESTIMATES 5 C 3A EROSION CONTROL PLAN 12. ELEVATIONS SHALL BE BASED ON RIVERSIDE COUNTY SURVEYOR'S3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND ITEM DESCRIPTION UNIT QUANTITY 6 C-4 DETAILS BENCH MARKS. FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL SURFACES PRIOR TO PLACEMENT OF PAVING. 1 6" CURB L.F. 52 7 C-5 STREET IMPROVEMENT PLAN 13, MONUMENTS SHALL BE SET AND TIES SUBMITTED TO THE CITY BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 2 6" C&G L.F. 249FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 8 C-6 TRAFFIC CONTROL PLAN ENGINEER'S OFFICE PRIOR TO ACCEPTANCE OF IMPROVEMENTS. TIES NUMBER 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 3 X-GUTTER S.F. 1100 AND NOTES SHALL BE INKED ON RIVERSIDE COUNTY SURVEY PAPER. FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT 4 4' SIDEWALK S.F. 1822 9 C-7 STRIPING PLAN 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS 5 ACCESS RAMP EA. 2 14. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED PER "STATE OF HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO CALIFORNIA, DEPARTMENT OF TRANSPORTATION, MANUAL OF WARNING DELETERIOUS MATERIAL. SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 6 3" A.C. TONS 87 SIGNS, LIGHTS AND DEVICES FOR USE IN WORK ON HIGHWAYS, 7 6" A.B. C.Y. 22 BARRICADES, WARNING SIGNS, TRAFFIC SIGNS OR OTHER TRAFFIC 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF 8 DRIVEWAY S.F. 1418 CONTROL DEVICES WILL NOT BE REMOVED OR RELOCATED WITHOUT THE THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT 9 CONST. CATCH BASIN EA. 1 UTILITY AGENCIES APPROVAL OF THE CITY ENGINEER OR HIS/HER REPRESENTATIVE. THE NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED PERMIT FOR ALL WORK WITHIN CITY RIGHT-OF-WAY. CONTRACTOR WILL NOTIFY THE CITY INSPECTOR IN ADVANCE OF WHEN BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 10 INSTALL 24" CMP DRAIN LINE L.F. 4 SUCH REMOVAL OR RELOCATION WILL TAKE PLACE. APPROPRIATE 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC 11 INSTALL SUPER F.H. EA. 1 SOUTHERN CALIFORNIA GAS COMPANY/(909) 304-0093 TEMPORARY BARRICADES, SIGNS, ETC. WILL BE INSTALLED TO THE 14. DURING MROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION WORKS, ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE 12 INSTALL WATER METER EA. 1 SATISFACTION OF THE CITY ENGINEER. 0 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 13 RELOCATE TRAFFIC SIGNAL EA. 1 SOUTHERN CALIFORNIA EDISON/(800) 442-4950 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO COMPLETION AND DURING PLACEMENT OF ASPHALT. EASTERN MUNICIPAL WATER DISTRICT/(909) 925-7676 15. CONTRACTOR TO CALL UNDERGROUND SERVICE ALERT AT ADJACENT PROPERTIES. 14 REMOVE EXIST. C&G L.F. 180 1 -800-422-4133 AT LEAST SEVENTY TWO HOURS PRIOR TO 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF 15 REMOVE EXISTING CONCRETE C.Y. 400 RANCHO CALIFORNIA WATER DISTRICT/(909) 676-4101 ANY DIGGING. THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL 16 REMOVE EXISTING A.C. S.Y. 50 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO FUNCITON, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE TO BEGINNING OF CONSTRUCTION AT (909) 694-6411 . MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO ndsrground Servlo• Alert PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND INSPECTION AND A PLACEMENT OF ASPHALT PAVING. Call: TOLL FREE FIVE-TENTHS (1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 1=800VERTICAL HEIGHT. 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK 4224183 GRADE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT INSPECTOR, ALL GRADE INSPECTIONS WORKINQ DAYS AFORE YOU DO WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. LD'96-023GR I I C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS DATE AC 'D BENCH MARK S ���� ' ��r�q� Designed By Drawn By Checked By Drawing No, P T �'1y SCALE `, pc c F�J A. MELKONIANS A. MELKONIANS R. PETERS RECOMMENDED BY; DATES ¢"��' -. RIVERSIDE COUNTY BENCHMARK T-32--81. C �,, CITY OF TEMECULA DEPARTMENT ❑F PUBLIC WORKS Contractor s4cfK3 4 2.5' ALUMINUM DISK AT THE INTERSECTION OF Horizontal '�=� r, RANCHO CALIFORNIA ROAD AND FRONT STREET, �� No. 51098 Plans Prepared Under Supervision Of .H( Ci4 T;'L_4�1rE� 144w6 TFwrr p_3 ' Mo�ni..a Nr�r DATE, /���'4 UNOCAL 0 CAL S.S. 6 519 Inspector C( !� Z 96't SOUTHWESTERLY OF FRONT STREET, 29'f � * Exa, 0 97 � 999 TOWN & COUNTRY ROAD ACCEPTED BY. -,.:.�w:r�:_. .. .: CT= 1 A ND U 6 NORTHWESTERLY RANCHO CALIFORNIA ROAD IN ORANGE, CALIFORNIA 92668 PRINCIPAL ENGINEER, FOR CITY ENGINEER CIVIL TITLE SHEET APPROX. CENTER OF NORTHERLY SIDEWALK OF Vertical �+ Q, 714) fi7-2400 3/28/96 lq IVIL �� Date STEVEN W. CRESSWELL .r � Date Completed BRIDGE OVER TEMECULA RIVER FLUSH WITH TFOF cAt�FpF� 9/30/97 � � LOT 1 , TRACT 5790 SIDEWALK. ELEv: 1007.337 RON PETE R.C.E. 51098 Expires R.C.E. No. 47180 Expires 12/31/99 r��9 (BOOK 8 1 , PAGES 31 THROUGH 3 5 Sheet 1 Of 9 H:\UNOCAL\SS6000\6519\6519CT- 1 User: Armen_Mel konians n._�-98--q F, 1 _�• 1 7-?R XRPf F'ilAq• YRnpriv � UTILITIES DEMOLITION NOTES . LV � LEGAL DESGRIPTION , WATER AND SEWER: LOT 1 OF TRACT NO. 5790 AS SHOWN BY MAP ON FILE IN , BOOK 81 PAGE(S) 31 THROUGH 35, INCLUSIVE, OF MAPS, 1• CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME COMPLETELY O i _ FAMILIAR WITH EXISTING CONDITIONS PRIOR TO THE SUBMITTAL OF A BID, RANCHO CALIFORNIA WATER DISTRICT RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. THE COST OF SITE DEMOLITIONS AND OTHER COSTS NECESSARY `n C) o ==> 42135 WINCHESTER RD. WHICH COULD BE AFFECTED BY THE EXISTING SITE CONDITIONS SHALL TEMECULA, CA 92590 EASEMENTS BE INCLUDED. (909) 676-4101 2. BEFORE DEMOLISHING OR MODIFYING ANY ELECTRICAL DEVICE, CIRCUIT, a O 1p. AN EASEMENT FOR PUBLIC UTILITIES, AND OR EQUIPMENT, THE BRANCH CIRCUIT SUPPLYING POWER TO THAT DEVICE i 19 / �w o ELECTRIC: INCIDENTAL PURPOSES, IN FAVOR OF PACIFIC Q "-� �, TELEPHONE AND TELEGRAPH COMPANY, A CIRCUIT, OR EQUIPMENT SHALL BE DEENERGIZED. THE BRANCH CIRCUIT , �� AC P AT THE CIRCUIT BREAKER PANEL SUPPLYING POWER TO THAT BRANCH `o OF SOUTHERN CALIFORNIA EDISON CORPORATION, IN INSTRUMENT RECORDED 45 2fi100 MENIFEE SEPTEMBER 21, 1917 IN BOOK 470 PAGE 14, OF DEEDS, CIRCUIT SHALL BE DEENERGIZED BY OPENING THE CIRCUIT BREAKER SUPPLYING POWER TO THAT CIRCUIT. THE CIRCUIT BREAKER OR UPSTREAM DEVICE C� ROMOLAND, CA 92380 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, (800) 442-4950 NOTE: SAID EASEMENT CANNOT BE LOCATED BY SHALL BE LOCKED OUT IF NECESSARY SO THAT THE BRANCH CIRCUIT IS NOT / C 4 ENERGIZED DURING DEMOLITION OR MODIFICATIONS. SHOULD ANY RACEWAY, ,% �, 0 � �- GAS: THE RECORDS. JUNCTION BOX DEVICE OR EQUIPMENT CONTAIN MORE THAN ONE BRANCH ❑ �� oma, � , � AREA �� 2. COVENANTS, CONDITIONS, AND RESTRICTIONS AS CIRCUIT, ALL CIRCUITS COMING INTO THAT RACEWAY, JUNCTION BOX, DEVICE, F14 k 8 LIGH� �� ` C ' : SOUTHERN CALIFORNIA GAS COMPANY SET FORTH IN A DECLARATION OF RESTRICTIONS OR EQUIPMENT PRIOR TO DEMOLITION OR MODIFICATION SHALL BE DEENERGIZED 27 0 C)A�� -P (800) GAS-2000 RECORDED SEPTEMBER 3, 1974 AS INSTRUMENT NO. AND LOCKED OUT. Y. 9 ',� 113391 AND RE-RECORDED SEPTEMBER 17, 1974 AS ; CONSTRUCTION SERVICE PLANNER INSTRUMENT NO. 1 19550 OF OFFICIAL RECORDS OF \ / /`x "" ' / / AC �_ y 2 26528 KELVIN CT. 3• CONDUCTOR SHALL BE DISCONNECTED AND REMOVED FROM EQUIPMENT n� 'fix o MURRIETA, CA 92562 RIVERSIDE COUNTY, CALIFORNIA, WHICH PROVIDE, �� AMONG OTHER THINGS, THAT A VIOLATION THEREOF BACK TO BRANCH CIRCUIT BREAKERS. EXPOSED CONDUIT AND ALL r �� �S� : (909) 304-0093 - PAT PARKER SHALL NOT DEFEAT OR RENDER INVALID THE LIEN ASSOCIATED RACEWAYS, JUNCTION BOXES, SUPPORTS, ETC. SHALL BE 2µi REMOVED. CONDUITS CONCEALED IN WALLS OR CEILING SHALL BE REMOVED. 1 / 19 c. OF ANY MORTGAGE OR DEED OF TRUST MADE IN TELEPHONE: GOOD FAITH AND FOR VALUE. 4. ALL SALVAGEABLE MATERIALS REMOVED ARE THE PROPERTY OF THE OWNER ,� `�� ') -� -• a' GTE CALIFORNIA AND SHALL BE PLACED IN A LOCATION AS DIRECTED BY THE OWNER. � ��x -� °'_ �- SAID COVENANTS, CONDITIONS AND RESTRICTIONS ENGINEERING DEPT. � 4 PLA 1 1 �4 / WERE MODIFIED BY INSTRUMENT(S) RECORDED 5. ALL UNSALVAGEABLE DEMOLISHED MATERIALS SHALL BE DISPOSED OF BY / /� 150 S. JUANITA 3, �> - '� o_ : / OCTOBER 9 1974 AS INSTRUMENT NO. 129928 OF THE CONTRACTOR AND HAULED OFF SITE. <<� HEMET, CA 92543 ' �.< � OFFICIAL RECORDS OF RIVERSIDE COUNTY, ,� ���� AC / m y� cf 800 482-6711 CALIFORNIA. 6. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY PRIOR TO ,. G� �909� 657-7605 -- KAREN ROSE \ i �. 1 ':>;� "l^ n rn REMOVAL OF UTILITY. FIELD VERIFY THE EXACT LOCATION OF UTILITY LINE. P �� AN EASEMENT FOR PUBLIC UTILITIES, RAILROAD 7 ��` AND INCIDENTAL PURPOSES AS SET FORTH ,X - AC F1 2 AC P R 4J ECT TRACKS, 2 U, IN THE INSTRUMENT ABOVE MENTIONED. SAID EASEMENT IS DESCRIBED AS FOLLOWS: OVER SAID DEMOLITION K NOTES : ® ADDRESS LAND, UNDER AND ACROSS THOSE PORTIONS OF ANY cs, �, 1 2 A,_ 1-, 3, SITE WHICH ARE 10 FEET OF EXTERIOR PROPERTY ❑ REMOVE ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, JUNCTION 8 4 LINES. BOXES AND ASSOCIATED CONDUITS AND WIRING. REMOVE ALL CONDUITS UNOCAL S.S. fi519 AND WIRING CONNECTED TO ELECTRICALLY OPERATED EQUIPMENT AND ?" 28903 RANCHO CALIFORNIA RD. I _ `�� '`" 3. AN EASEMENT FOR AERIAL AND/OR UNDERGROUND DEVICES. �; Z, __ TEMECULA, CALIFORNIA 92390 19 5 MW �' C, ELECTRIC OR COMMUNICATION STRUCTURES, AND 19 _ , INCIDENTAL PURPOSES, IN FAVOR OF SOUTHERN j� F11 EXISTING METAL COVERS TO REMAIN AND ADJUST TO NEW GRADE. AREA CALIFORNIA EDISON COMPANY, A CORPORATION, COORDINATE WITH UNOCAL ENVIROMENTAL GROUP. SEE SHEET 3. _ -� REFERENCE ° a; L. CHT AND GENERAL TELEPHONE COMPANY OF 5'I,AdLET `� �'� -=-- �� AC �„ CALIFORNIA, A CORPORATION, IN INSTRUMENT M REMOVE EXISTING FUEL TANKS. _ o DRAWINGS RECORDED OCTOBER 7, 1974 AS INSTRUMENT N0. 5AC CP 129045 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, ❑T'/P TRASH ENCI_. FM TRACT NO. 5790,3751 , PM NO. 24038, CALIFORNIA. SAID EASEMENT IS DESCRIBED AS ® REMOVE EXISTING SERVICE BUILDING AND CONCRETE FOUNDATION. m VY— `� STREET IMPROVEMENT DWG.777-Z, 797-W FOLLOWS: AFFECTS THE FRONT, REAR AND SIDE 6 ° 18 `� UNOCAL DRAWING 783 (6519) FEET OF SAID LAND. 2 ❑5 REMOVE EXISTING PRICE SIGN. �--� _ RV WASTE ❑ F �� C� -� SAID EASEMENT PROVIDES THAT NO BUILDING, ❑ n CONC 16 1216 2 2 /' v� PLANTER BOXES, EARTH FILL OR OTHER STRUCTURE 6 REMOVE ALL UNDERGROUND CONDUITS AND WIRING. M ��. EXCEPT WALLS AND FENCES SHALL BE ERECTED ON �' ` 21 GPN "-�� 7 �� - '" ���` SAID EASEMENT. ❑7 REMOVE EXISTING GUARD POSTS. 28 ° "� �� ® REMOVE EXISTING AC PAVEMENT. � vRP ;x p4. AN EASEMENT FOR SLOPE AND WATER EASEMENT, 1 015 - T 0 LEGEND AND INCIDENTAL PURPOSES, AS SHOWN ON THE MAP w ® - ON(; `� 17 ❑�P� -; OF SAID TRACT. Q REMOVE EXISTING AIR/WATER UNIT AND ASSOCIATED PIPING. � � o A C 1 5 �;;. / / /y _ . r s 2MCo _ - - CONC - -� ��� % ABBREVIATIONSAREA2 _- f 6 10 REMOVE EXISTING PUMPS, ISLANDS, AND DISPENSERS. SNE �� �7 / ❑ c>p,Vd4ziG ^ CCNC 4J - G!� 1 8"MC ° `� �18"VC cl\ � 8 MONITORING WELL 33683,13SQ'/0,773ACRE 1 1 REMOVE EXISTING CONCRETE PARKING BUMPER. rn ❑ \ cn v'\ `-:` AC ° ASPHALTCONCRETE S INL..ET IN CURB \\\ 0, �\..,z, __. cJPN 18�MC 3'MC ��" 19 AC AS L a ® 0 � AC /� / VAS I S O F B EAR I N G 12 EXISTING CONTAMINANT BURNER PIPES TO REMAIN. PROTECT IN PLACE. O 3'MC 3 T,; ;� A/W AIR WATER UNIT NEW LOCATION OF LINES IF REQUIRED TO BE COORDINATED WITH r "' 3'UC � ❑ °`/ ' ' �G � / AIR/WATER ENVIRONMENTAL GROUP. 23 r\ = O CENTERLINE OF MORENO ROAD 88 FEET WIDE PER TRACT NO. 5790 C CCN 3 MC 3 M` 2 G `l' nG CONC CONCRETE \ 3❑ P ; I.E. N56'12'55"E 13 \ 16 H, RED �� ❑ REMOVE EXISTING TELEPHONE BOOTH AND CONCRETE PAD. \ JV T E / V \, Q3'M C J - �� ELPB ELECTRICAL PULLBOX YE��ow /' 21 BENCH MARK 14 EXISTING CONCRETE DRIVEWAY AND CURB & GUTTER TO REMAIN. ❑ 3' 'MC = � FF FINISHED FLOOR 1 � WM f �'� RIVERSIDE COUNTY BENCHMARK T-32-81. 2.5" ALUMINUM DISK AT THE \ 26 �MwP�� - 5 �?� FH FIRE HYDRANT 15 REMOVE EXISTING CANOPY, COLUMNS AND CONCRETE FOUNDATIONS. 2 ❑ 5 INTERSECTION OF RANCHO CALIFORNIA ROAD AND FRONT STREET 96 t �,`E- GM GAS METER SOUTHWESTERLY OF FRONT STREET 29'f NORTHWESTERLY RANCHO AC ��s�\ �;% O��Pt" 31 CALIFORNIA ROAD IN APPROX. CENTER OF NORTHERLY SIDEWALK OFAC 16 REMOVE EXISTING CONCRETE SLAB. GV GAS VALVE BRIDGE OVER TEMECULA RIVER FLUSH WITH SIDEWALK. ELEV: 1007.337 8 ® i� F` s • 17 EXISTING FREEWAY SIGN TO REMAIN. PROTECT IN PLACE. Q \ y GP o GUARD POST 31o FLOOD ZONE 18 REMOVE EXISTING TRASH ENCLOSURE AND CONCRETE SLAB. 4 2� 5 ,� / - TRANS GR GRADE ZONE X, PANEL NO. 060742 0005A DATED 9-2-1993 27 ° �c P 1,= G o MC METAL OVER 19 REMOVE EXISTING PLANTER CURB. 3� Go 2 ZONINGREMOVE EXISTING CONCRETE SIDEWALK AND CURB & GUTTER.PS PRICE SIGN ❑ �, / / �G HTC - }-_ � ' ��,r�:.. , -o •'��- D SL STREET LIGHT HIGHWAY TOURIST COMMERCIAL 21 REMOVE EXISTING CONCRETE DRIVEWAY AND CURB & GUTTER. ❑ MH SEWER MANHOLEN D Efl REMOVE EXISTING 4" SEWER LATERAL FROM EXISTING SERVICE BUILDING ` IG E�F'B Sr Pr` / i j ' /GN �- G - 1. THE TITLE REPORT FOR THIS SURVEY WAS FURNISHED BY STEWART TO 3 FEET FROM PROPERTY LINE. SEWER LINE NOT SHOWN, SEE `' 'K� - TRC TIRE CABINET TITLE OF THE INLAND EMPIRE AS ORDER NO.115266 DATED 3-17-94. NOTE 6 ABOVE. \ SIG CD / / , TS TRAFFIC SIGNAL 2. OTHER DOCUMENTS EXIST THAT MAY AFFECT THE TITLE OF THE 23 REMOVE EXISTING TREE. / TSPB TRAFFIC SIGNAL PULLBOX SUBJECT PROPERTY, BUT ARE OF A NATURE THAT THEY CANNOT / �s� MW BE PLOTTED. SEE TITLE REPORT. 24 REMOVE AND SALVAGE EXISTING SATELLITE DISH. COORDINATE RELOCATION / / ❑ TRANS ELECTRICAL TRANSFORMER WITH OWNER. 3. THE BOUNDARY FOR THIS MAP IS BASED ON RECORD DATA. RECORD J j'' 25 REMOVE IRRIGATION SYSTEMS IN ALL PLANTERS. SURVEY MONUMENTS WERE NOT FOUND FOR THIS PARCEL \ WM WATER METER . ❑ 4. THE LOCATIONS AND SIZES OF UNDERGROUND UTILITY LINES SHOWN 26 EXISTING MONITORING WELLS TO REMAIN. PROTECT IN PLACE. SEE SHEET 3. WV WATER VALVE ❑ Q '' ON THIS MAP ARE BASED ON DRAWINGS SUPPLIED BY THE CITY OF ADJUST TO NEW GRADE. :,-A ��� // / BUILDING TO BE DEMOLISHED TEMECULA AND OTHERS. NO CERTIFICATION IS MADE CONCERNING / THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. 27 EXISTING TREES TO REMAIN. PROTECT IN PLACE. / i AND REMOVED \ 5. THIS MAP IS A GRAPHIC REPRESENTATION OF THE SITE SHOWN 28 CONTRACTOR TO REMOVE WASTE OIL TANKS. HEREON BASED ON DATA OBTAINED USING STANDARD SURVEY FIELD METHODS. SAID DATA AND REPRESENTATIONS ARE NOT TO 29 EXISTING TRANSFORMER TO REMAIN. PROTECT IN PLACE. / DEMOLITION OR REMOVAL BE USED FOR OTHER PURPOSES THAN THOSE INTENDED BY THIS 'F MAP. ELECTRONICALLY TRANSFERRED DATA MAY NOT BE USED TO 30 PROTECT GAS METER IN PLACE. ADJUST METER BOX TO FINISHED GRADE. CO- / SAWCUT LINE OBTAIN GREATER TOLERANCE OR ACCURACY THAN IS INTENDED FOR THE PURPOSES OF THIS MAP, DATA, WHEN TRANSFERRED 31 REMOVE EXISTING WATER METER AND 1" WATER SERVICE FROM BUILDING c� N ELECTRONICALLY, MAY NOT BE CONSTRUED TO BE CERTIFIED TO WATER METER PER RANCHO CALIFORNIA WATER DISTRICT REQUIREMENTS. ••• ••� PROPERTY LINE AS COMPLETE AND ACCURATE. / STH DEMOLMON PLAN N / O, Underground Service Alert 20 10 0 20 40 1"=20'-0" ° © Call: TOLL FREE 1-800 ❑ 422-4133 7" wioRm rou via LD96-023GR C❑NSTRUCTI❑N RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SE �,`�� t ,' "Wvq� Designed By Drawn By Checked By Drawing No. <w�� P��� \,��:� A. MELKONIANS A. MELKONIANS R. PETERS RECOMMENDED BY. DATE, CITY OF T DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY BENCHMARK T-32-81. F _ Contractor 2.5" ALUMINUM DISK AT THE INTERSECTION OF Horizontal rte, \�r,, Plans Prepared Under Supervision Of .� ---- . . RANCHO CALIFORNIA ROAD AND FRONT STREET, � N0.51Q99 a Hobm 1►1 MM' ACCEPTED BY= DATE `"�� UNOCAL S.S. 6519 Inspector 96't SOUTHWESTERLY OF FRONT STREET, 29'f 1"=2O' ExR 999 TOWN & COUNTRY ROAD . 1 NORTHWESTERLY RANCHO CALIFORNIA ROAD IN * ORANGE, CALIFORNIA 92668 3/28/96 PRINCIPAL ENGINEER, FGR CITY ENGINEER % DEMOLITION PLAN APPROX. CENTER OF NORTHERLY SIDEWALK OF Vertical P (714 567 2400 Date STEVEN W. CRESSWELL } Fes, sl �I� �� LOT 1 TRACT 5790 Date Completed BRIDGE OVER TEMECULA RIVER FLUSH WITH qT gyp, 9/30/97 ,xc' SIDEWALK. ELEV: 1007.337 f Of CA 1�� RON PETERS R.C.E. 51098 Expires R,C,E. No, 47180 Expires 12/31/99B 0 0 K 8 1 , PAGES 31 TH R 0 U G H 3 5 Sheet 2 of 9 H:\UNOCAL\SS6000\6519\6519C- 1 User: Armen_Melkonians 03-2.-.q..F) _ 13-48-44 vp of �:',i mcn• vpnp(`I\/ Vr -T EN � r �� � FLOWLINE - - - s� o' / Oo ROOF LINE AC EXISTING 0. PROPERTY LINE •�• •� 31 '� CANOPYZ 12 — - .. . 31 O �� NEW AC PAVEMENT �« 26 AC o. d° �- 29 s ��° �� HANDICAPPED PATH OF TRAVEL 1 \ / R-12' R=2.75' 10 CI °� °� � , CONSTRUCTION NOTES: 1 CONSTRUCT 6" CURB PER DETAIL 1 ON SHEET 6. 28 O h` � R=20' o \ 9 `, X O CONSTRUCT 6" CURB & GUTTER PER CITY OF TEMECULA STD. NO. 200. / 31 AC 3 INSTALL ELECTRICAL PULL BOX. '-- •� /�- X92 Q O � CP 4 " \a CONSTRUCT 4 OR 8 WIDE SIDEWALK PER CITY OF TEMECULA STD. NO. 400 & 401 . - 1M R=' = �> 2 54 pp' ° 4� CONSTRUCT CATCH BASIN. SEE SHEET 4. 2B MW �4• 3 9 � CONSTRUCT CONC. CURB & SIDEWALK PER DETAIL 8 ON SHEET 6. = 30 30 Op' �' 9 E ,� INSTALL ELECTRICAL SWITCHBOARD. - N P � e� � 0 D. SEE DRAWING E 1 . 5 CONSTRUCT 38' WIDE COMMERCIAL DRIVEWAY PER CITY OF TEMECULA STD. NO. 207A. _ r � Z 6 \ 21 - AC . 9 CONSTRUCT 3" 0 MW CRA.C. OVER 6" A.B. PER DETAIL 2 ON SHEET 6. � � � t v \ •S 31 21 „ CONSTRUCT 12 WIDE CONCRETE WALK PER DETAIL 10 ON SHEET 6. 30 30 4 5 6 2' CONSTRUCT TRENCH DRAIN. SEE SHEET 4. / M,� 24 27 12 INSTALL AIR & WATER UNIT PER DETAIL 4 ON SHEET 6. 218 0 �, P° i 13 INSTALL AREA LIGHTING. SEE DRAWING E-1 . 0 30 lf� • O P g.pp' Zp.) CONSTRUCT CONCRETE TANK SLAB, SEE DRAWING J-1 . CONTRACTOR SHALL EXTEND o 2THE EDGE OF CONRETE SLAB A MINIMUM OF 2 FEET BEYOND THE TANK _ (-' -r` 48 `N -o �' 30 _ 9 13 30 �� SIDES. SEE DRAWING J-3. / gOP Cy 15 1 ,y - � �� Z� ` L\NE � % 15 INSTALL 1/2" EXPANSION JOINT WITH PETROLEUM RESISTANT SEALER AT 5'INLET IN CURB PNp� 1<1 I? CONCRETE SLAB. CD 30 Ft �'�F- 16 NOT USED. WN v o 14 NOT USED. 17 ED. W • d •. \ R�S 18 CONSTRUCT TRASH ENCLOSURE. SEE DRAWING D-7. 10 p0 � d? 9 30 2 �. 19 CONSTRUCT VAPOR EXTRACTION ENCLOSURE, SEE DRAWING D-7. �,,� f 6 20 INSTALL PARKING BUMBER PER DETAIL 9 ON SHEET 6. 30 SQPG o0 0 's. 6,/ 21 INSTALL BICYCLE RACK PER BIKE SECURITY RACK COMPANY MODEL <0 � 1 � � NO. BL-2S (OR APPROVED EQUAL). , MW 7 •6+ Q R=5' \ 0 25 R-25 s 22 INSTALL (EMPLOYEE PARKING SIGN. \ .� � 6 Q ) o \ �' Fz�1 00 23 FOR CONSTRUCTION OF CANOPY, CONCRETE SLAB, PUMP ISLANDS WITH MPDS, g• 10 22 Ft 8 'S$' Q SEE DRAWING CA-2. �8 `so, ��F' INSTALL EMERGENCY SHUT-OFF SWITCH, SEE CANOPY ELECT. DRAWINGS. O CONSTRUCT ASPHALT PAVEMENT REPLACEMENT PER SOILS RECOMMENDATION. SEE DRAWING C-5 FOR o STREET IMPROVEMENTS •�, �° 2 �� °F / 26 INSTALL GUARD POST PER DETAIL 3 ON SHEET 6. ON FRONT STREET - oC.V. �P 27 PAINT 4' WIDE PARKING STRIPE. zlz PROVIDE HANDICAPPED PARKING STALL PER DETAIL 7 ON SHEET 6. MW 29 INSTALL HANDICAPPED SIGN PER DETAIL 5 ON SHEET 6. G \ 30 ADJUST EXISTING COVER TO GRADE. PAINT THE CURB RED SEE DWG C-7. ��� 1 Nd TG ' � -`'�� . 32 CONSTRUCT CONCF?F-TE MAN96KIA'RY UNIT WALL_ SEE SECTION B-B M SHEET 4. � N AFH HORIZ, CO L + SITE RES Underground Service Alert 1"=20'-O" ° So 10 0 So 40 Call: TOLL FREE 1=800 422=4133 TMo wlomm MYS sum YM LD96-023GR C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS DATE A BENCH MARK SCALE S Y\�Q�ptl�y�`'� �� Designed By Drawn By Checked By Drawing No, A.-RE i1t6w1c rp�,eo, 5x ,j 1,j n ��� P"� pF� � � A. MELKONIANS A. MELKONIANS R. PETERS RECOMMENDED BY, DATE �' CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY BENCHMARK T-32-81. �`\ G' Contractor .. p .c _KEVISED .SI vJ 1 2.5 ALUMINUM DISK AT THE INTERSECTION OF Horizontal G Q 'n `' Plans Prepared Under Supervision ❑f Tns ector �1 A'M GE IG PLAU r�Tz ALONG FRo�l/7- SY, RANCHO CALIFORNIA ROAD AND FRONT STREET, °C Exp 51 C ggg TOWN `COUNTRY ROAD P w No. 51 G'''' '_J + 96'f SOUTHWESTERLY OF FRONT STREET, 29't 1"=20' ACCEPTED BYE DATE �'-�6 1 UNOCAL S.S. 6519 NORTHWESTERLY RANCHO CALIFORNIA ROAD IN ORANGE, CALIFORNIA 92668 PRINCIPAL ENGINEER FOR CITY ENGINEER APPROX. CENTER OF NORTHERLY SIDEWALK OF Verticnl (714) 5 — 400 D Q t e 3/28/96 C�-' HORIZ, CONTROL & SITE FEATURES Date Completes .,_ BRIDGE OVER TEMECULA RIVER FLUSH WITH `�> IVIL ��F STEVEN W. CRESSWELL 1 . r4 SIDEWALK. ELEV: 1007.337 9TF pF. AI�F�� Expires 9/30/97 47180 1 .;.w::: : s ;� LOT , TRACT 5790 RON PETERS R.C.E. 51098 R.C.E. No, Expires 2/31/99 - Boo K 8 , PAGES 31 THROUGH 35 Sheet 3 of 9 H:\UNOCAL\SS6000\6519\6519C-2 User: Armen—Mel konians 1 - •-nR•47 YPaf Fihmq, YRI)PI^I\/ XFPWR.1-..0W(; _. ....XC;SITF_DWC2 -X.-CFL _ ,, - -- e c Mu TW so LID GRou-rtzj f� �(0 LI o 2-#4 CONT. dP R7Y • LEGEND. / PLANTER r 7 EXISTING c� •�G Z 4_ 10 til o 04tD48 0•C• EXISTING 10 AC G � 1 CD 2 PROPERTY LINE - -- ' ' v o00rw �� CANOPY <° a t1 ,' % ��� �� 64 FlL`rFR TA ERIC- CIO - " 9.91 TC `� �O°� �G �� �a ENYE CcSPE NfRAF( NEW AC PAVEMENT 9.41 FS ,gyp F �, 2� 4aN 41 AP'PRdVED c�0] QUI V4L�NT) \ o��I / �`� "°��� $ EXISTING GRADE 92.50 OR L4_ � C / �. CIOacCONCRETE 4 �c�� C �G �G ; ��, 1 PERFORATED PM P(r /k ��k FG SIDEWALK _I (5C1-I. 40) WrrH F`t EdR/4Tb�5 G 9.74 TC % s �a U 8 a 1Z16TE V mN Al DEPICT�p, - b 9.24 FS �,' �1` �� °'� �__ ° Ci vgo0 MIN. I TERCENr Gi�A�I�1YT, ZZ , '; ! ! � a� _� � o M ABBREVIATIONS. 9 FS � �� ��"`, cL /fj I 8 D"'�` CLEAN GR�1 a_ IS, Q ,\ 1p v � C�`� / ` r TC = TOP OF CURB CONTFS = FINISHED SURFACE :> < /�r � _1 - 4 COr(T, d �2d" D,C. EP - EDGE OF PAVEMENT 8.80 FS 4 �2 r A TG = TOP OF GRATE 0 CURB FL = FLOW LINE .45 --- � `.'s (jam °' FF = FINISHED FLOOR R=20' S SCLIe, J Q F ( • ' N4�K FG = FINISHED GRADE O R=35' �T; 3 Typ' 6 � 6.95 TC � 4 �, _' �--� �'� 1rY�ICA L 6.45 FS 9.30 TC �; ,o ' �G �, �J 8" PVC DRAIN PIPE G 8.80 FS °' �' 0 G �Ib�T�S; s=2.00% I _ �, LIU MA5NAR`( UNi75 OtCbRATIV,5 IIL0er Mk'I'CH BuILDI'M6 WALL sTUeb. 0 �- Mr1 \o O >Ep CAP WALL coL82 To H4TCu RL>6� • W s � MbRTAR CONSTRUCTION NOTES., 4 `° Zo ,� 7.95 C � � 4 CONCRETE ASTM 0270, TYPE M �C ;10 �a .� n «,/ 295 DAY COMPRESSIVE 5rT*AM STN 256 6 F F r_ 1 1 _ b �'S I INSTALL 4 PVC DRAIN LINE. 7.G�+�� REINFbRCING STEEL ASTM k l5. aWOE 60 Ac � 2 MATCH & JOIN EXISTING. 3.�0 F, ` �[ co .13 7.80 hh� Iib SPECIAL 1NSPECTIbNS REcju[RE4 -x F 1 • BACKFILL SHA-LL BE FREE--DR�kIMIIIIG ,AND gRA 3 INSTALL 8" PVC DRAIN LINE. �{ FS `x' "�' � �� �� o LL BE CoMp�4CT�D M W MEC H AMIc�4L MF_Tt4b D3 Tn AT LE,4Sr S6� RtL4T-j V8 i l u� COMPACTION BASED ON ASH TEST M�(b 4 CONSTRUCT 12."X12" CATCH BASIN PER BROOKS D D LS57-°�I U a� w O� PRODUCTS INC. DWG. NO. 1212 OR (APPROVED EQUAL) z�, k o 7 47 0 �� o Rbt,IGlyEN TaP of Cal�lc2 5ra r k AtL ro 1 /4 AMPI-truoE, � w' 2.00 INV. MC �L FS �` ��� I, � ) INSTALL ACO K-100 SLOPING TRENCH DRAIN SYSTEM, PIPE 9.30 TC O �G OR APPROVED EQUAL. INSTALLATION SHALL BE IN lo,,� BACK ,�� � 8.80 FS 4 '"' � RETAINING WPROCEDURES WITH AACCORDANCE WITH H 6 MMNLIMUMTOCLASS A ECONCRETDEDOVER. �� (BY S E PA RATE RSM It T) J S, 5Tw,A,EA 7.32 y P� �' -:,.`r PROVIDE CAST IRON GRATE RATED FOR H-20 LOADS. 4 �; << sclw: NONE ICO FS. 7.42 --- ", MCO FS 448 c) INSTALL 4" DIAMETER PERFORATED PIPE (SCHEDUILE 40 oR �C, C0- 6,4) �' „� � .�� ��� �G ECQI�I IVALE N T). SEE DETAIL I HEREON . � 2.21 INV. IN �1 - ' n'S G '' / $• �� . ... -�__._. . r_..-�___ .. ' 2.11 INV. OUT � 5.67 �� Q ..._� C& 6 1 p0 5 iNI.µLT N CURB \ FS •• � -� FG �� C\ 3 G DO �� lb W7 S.3 5 TW 4.80 FS v r��ti, v x 4 O x • • CD MW Ib R=1 6' Q, -�[. � \ 5• �° 0` S__ �G _ �`� 6.33 FL � � 5.83 TC o 1 �,/ SEE ABOVE \ 5.33 FS C) 6• '0 6 FOR T.C. ELEV. •`\ � r„ MW QD Q \ caw -j � p c, 6. FS FOOD MART 6" CURB PER DENNY'S RESTAURANT ''[ 4 6• p'� BUILDING PARKING LOT 6.14 FL DETAIL 1 ON 1 CR=1o PAD=1008.78 DWG N0. C-4 �1 631 S 4 6 3.89 INV. 1 - _ 5.b �� 1 / MIN. 2.007 _ _ _ s � l_ Lice o � 'O Q' oll�;�;lll"iiilll;=,� �] Q l� � III I I - I _ PLANTER � ° PLANTER ° SEE DRAWING C-5 FOR f 0� �. STREET IMPROVEMENTS F 2 ON FRONT STREET �P SEE ARCHITECT PLANS SEE ABOVE ` / / FOR FOUNDATION DIM'S FOR F.G. ELEV. EXIST. \ R=35' CURB L No-ii FeR "'1170 a� 11 MW / b RAW 0 ��s �o� BOK d�O^3� � O - �� SECTION A NTS \w beIlk �� o �J '001� a TCP U WALL SHALL BE CbMSTRUCTED AT ELEVATIbN TOLERANCE OF G' W 1V LANDSCAPE BERM SEE F PLANTER CURB. , LANDSCAPE DRAWINGS FP J M P 15 LAND co, �P LA NTE R CURB PER u' N CONCRETE SIDEWALK DETAIL 1 DRAWING c-4 / SEE PLI�f\1 .�„ Ar AFH I _► '' ° °` COKICRETE MASO UAR1t' o, WALL SEE. DET t NEREC& \_CONCRET5 DR11/I�WI PRECISE GRADING PLAN � SEE PLAN Underoround S•rYle• Alert 2 0 10 0 2 0 4 0 1"=20'-O" I Ty Cali: TOLL FREE 2 B/W PROP R/IAC/ _/ 1-800 42Z-4133 SECTION! B- B -� iwio wOie�o v�►rs � r0u as LD96-023GR r-- C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS DATE AC 'D BENCH MARK SE Qp;OFESS;,�,J��� Designed By Drawn By Checked By Drawing No, I' SCALE ���,`� �0 p��III, - A. MELKONIANS A. MELKON IANS R. PETERS RECOMMENDED BY DATES _ 4+ � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS r A. rE F. Ari T RIVERSIDE COUNTY BENCHMARK T-32-81. ti �Q' F\ \�� Contractor 7/2 � ,Q .M ,Q CNG q)GANT1 41- IFV6�� 2.5 ALUMINUM DISK AT THE INTERSECTION OF Horizontal 7 � 9-\��,� ��±1�1n�s Prepared Under Supervision Of �b �►� UNOCAL S S �� 1 �A/D GLV/L 146-ft RANCHO CALIFORNIA ROAD AND FRONT STREET, �� No. 51L►�" _ ACCEPTED BYI DATE r Inspector 96'f SOUTHWESTERLY OF FRONT STREET, 29't 1 =20 E �7 999 TOWN & COUNTRY ROAD NORTHWESTERLY RANCHO CALIFORNIA ROAD IN �C ORANGE, CALIFORNIA 92668 3/28/96 PRINCIPAL ENGINEER, FOR CITY ENGINEER PRECISE GRADING P C 3 APPROX. CENTER OF NORTHERLY SIDEWALK OF Vertical (714) 7-2400 Date STEVEN W. CRESSWELL ', r ."' Date Completed BRIDGE OVER TEMECULA RIVER FLUSH WITH srq e►v�� �,� 9/30/97 .. ... ; LOT 1 , TRACT 5790 "79 0'" SIDEWALK. ELEV: 1007.337 TFUF CAI�FOQ� Expires R.C.E. No, 47180 Expires 1 2/31/99 i983�.r ' B 0 0 K 8 1 , PAGES L S �.J 1 TH R 0 U G H 5 Sheet 4 Of 9 RON PETER R.C.E. 51098 ,- H:\UNCAL\SS6000\6519\6519C-3 User: Armen_Mel konians 04..-O-t-CSP) III Q•dd•'77 YD^; Dil^eVIII VDnDFI VE-MMD'I n\Air% ^ T o EROSION CONTROL- NOTES* 1, EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON FROM P$ " OCTOBER 15 TO APRIL 15. APPROVED PLAN IS REQUIRED FOR ALL ROUGH GRADING. X. 2. IN CASE OF EMERGENCY CALL JOHN PANDZIC AT (714) 428-6444. 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). -- "�� <"� �� 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES o �'" p s, X DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND \ �S �� STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY AC %, o / � DEVICES WHEN RAIN IS IMMINENT. C') v �o �� 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. G dc) / 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT `' : �';�`'' ; ' `' • FENCES, AND DESILTING BASINS, ETC. 'e 177 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. O AC 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS ' / CONDITION. \ Cy 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS \° �� AREAS ARE COMPLETE PER ROUGH GRADING PLAN. CONTRACTOR TO PROVIDE W �-v:5 MW A TEMPRORY DRAIN CONNECTION 0 \ 11. R RIGHT T MAKE CHANGES OR AFTER DEMOLITION UNTIL THE \ M THE DEPARTMENT OF PUBLIC WORKS RESERVES THE R 0 NEW CATCH BASIN IS IN CpLV \ _ MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY, \ AC 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION TO BE USED ONLY DURING TWO ROWS OF SANDBAGS � i � �:� IS SUBJECT TO CHANGE. i OFFSITE CONSTRUCTION PHASE ° MW 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT d to / \ j PLANTING. O Co \� \ 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED O 2'V C o Gh�� AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 5 NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM -o da,- DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT �° \G� P�� j DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO C'\O�`\��� THE NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. � 2'MCO // / 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL o / BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT 5'INLET IN CURB / CD TO ANOTHER RUNOFF AREA. •: 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE \ TWO ROWS OF SANDBAGS DEVELOPER FROM HIS/HER RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES.° g 4 ° MW TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH TO BE USED ONLY DURING FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT CONTROL AND ABATE •• d OFFSITE CONSTRUCTION PHASE WM WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE `\ •• CONSTRUCTION OF THIS PROJECT. \ r MW 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO \ OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. / 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO TWO ROWS OF MW SANDBAGS FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE O \ Z SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SEE NOTE 24 n SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF A FILL SLOPES BY SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH �� HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT '\ -��TRANS<� Q � DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED PRIOR LL �P='~ TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN MW CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT TO RUNOFF 0 ROWS OF /� DURING THE PERIOD FROM OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT No-re : SANDBAGS (TYP.) SECTIONA—A BE LMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED R6�ER �'o oF�-51'T'E Co�ls-rRUc-T'io►� DRA.W�t�lGr C-S � /� � NTS TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. �oR Sa���-Ro�Na Cµ�N��s To Fieonl-T S-rR�ET• 22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM AbJVSTrnEror To T14E V`)ORK CA%L-LES on) -rjAjS 'PL+A/vRESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. MAY._ 8E MAIC- A5 E RE Rvit> A n � UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT ANr) �� OF PUBLIC WORKS FOR APPROVAL. �HF� �l T`,( �n1 S��G TOR, 1 rJ T1•��— ��E L-'�7 , \ 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. 24. SAND BAGS SHALL NOT BE PLACED AT CONTRACTOR'S ACCESS TO THE SITE. CONTRACTOR'S ACCESS LOCATION TO BE APPROVED BY THE CITY ENGINEER. N LEGEND F/ Q SAND BAG (TYP.) iE ON CO L PLAN " Underground Servloe Alert 20 10 0 20 40 1 =20'-0" O Call: TOLL FREE 1=800 422=4133 Two womw MY$ s you as LD96-023GR C❑NSTRUCTI❑N RECORD DATE BY REVISI❑NS DATE ACC'D BENCH MARK SCALE S ����,�1 ,.,A,,NI`� Designed By Drawn By Checked By Drawing No. J_ p RECOMMENDED BY. DATE _4-��-7G CITY ❑ TEMECULA DEPARTMENT OF PUBLIC WORKS �� A. MELKONIANS A. MELKONIANS R. PETERS �0 9 ► F. N N - "�� RIVERSIDE COUNTY BENCHMARK T-32-81. `� a F; Con tractor 2.5" ALUMINUM DISK AT THE INTERSECTION OF Horizontal W �, c'r\.` Plans Prepared Under Supervision Of RANCHO CALIFORNIA ROAD AND FRONT STREET, „ Ir No. 51098 �N a Nww ACCEPTED BY. DATE: '�"�6"�6 ;' (..: UNOCAL S.S. 6 519C = 3A Inspector 96't SOUTHWESTERLY OF FRONT STREET, 29't 1 =2O' Exp. �7 999 TOWN & COUNTRY ROAD =1 :_):...- NORTHWESTERLY RANCHO CALIFORNIA ROAD IN * * ORANGE, CALIFORNIA 92668 PRINCIPAL ENGINEER, FOR CITY ENGINEER :: EROSION CONTROL 7af)14) 56 —2400 3/28/96 APPROX. CENTER OF NORTHERLY SIDEWALK OF Vertical Date STEVEN W. CRESSWELL ' BRIDGE OVER TEMECULA RIVER FLUSH WITH s� CiV1�' �\P :. f LOT 1 TRACT 5790 R.C.E. No, 47180 Expires 12/31/99 1 THROUGH 3 5 Sheet r5 of 9 Date Completed SIDEWALK. ELEv: 1007.337 �TFOF cAt���� Expires 9 30 97 (BOOK� S 1 PAGES 3 RON PETERS R.C.E. 51098 � H:\UNOCAL\SS6000\6519\6519C-3A User: Armen_Mel konians —QR n�•� •n�n.�—?7 C 9" 1 .5' �* TOOLED 1" RAD @ ADDED TOP SOIL TO 2 1 /2 (TYP) 4 1 /2 3 —0 (TYP BOTH BE MIXED WITH EXIST " EDGE SIDES) SOIL 2 #3 BARS 1 2" THICK EXPANSION 3" MULCH J INT W/ PETROLEUM to \ /, RESISTANT SEALER 6 3/4 STEEL ANCHOR (GONG. SLAB ONLY) Polo 21" LONG 6" PROJECTION (TYP) o AIR/WATER UNIT SECTION x x —091 FINISHED GRADE 12 jig �'j � 'i', 12 \\,;, \% \� 1" DIA HOLE (TYP 'I � \ CONC PAD , o 6 \ �\ o\ ° ° ° 1 P '�� \� ' ' \°� � ; '�'\ 'ROUGH GRADE WHITE SYMBOL ON MOUND PLANTING CONC SLAB OR BLUE BACKGROUND 10" AREA I N LAR G E WITH WHITE BORDER ss ss � � �� AC PAVEMENT AREAS ONLY ELEVATION 6 0R 10 \\\��\ \\\ AS REQ'D NOTE: CONTROL JOINTS SHALL BE PER 2-#3 CONT REBARS PRECAST CONCRETE PARKING BUMPER * 4 HORZ CONT SEE MANUFACTURER'S DWGS CITY OF TEMECULA STANDARD 206 12" OC (PER SEPARATE PERMIT) PARKING BUMPER HANDICAPPED SYMBOL AIR WATER UNIT CONIC PAD TYPICAL PLANTER CURB 11 9 6 4 PER CITY OF TEMECULA STANDARDS 204 & 206 MODIFIED 1 SCALE. 1 1 /2" =1 -0 SCALE. NONE SCALE. 3/4 - 1 0 (MODIFIED) SCALE: 1 - 1 /2" = l '-O" 3" ADDED TOP SOIL TO 4'-6" PARKING BE MIXED WITH EXIST SIGN 5 SOIL PLATER CURB � CURB FACE 3" MULCH PER DETAIL 1 HEREON Unauthorized vehicles » N 12 6 parked in designated w o 0 0 oacessible spaces not ° 3" AC PAVEMENT R E S E R V E D displaying distinguished ° ^ 0 4" BLUE LANDING placards or license C7 ° \) r ° �� STRIPE P A R K I N G plates issued for persons oD ° oL with disabilities may be „ 6 CLASS ]T AGGREGATE Q O owe away a owner's ice .\ x x x ��" \ \�� 4 0• expense. BASE COURSE TOWED VEHICLES ,!i,��`\\\ \:''�\ \� \ may be claimed at \, \ \ \ ' 12 COMPACTED SUBGRADE FOOD MART \;\�'"'\ or by telephoning: BUILDING \ This applies only to ° VAN ACCESSIBLE o ohandica ed spaces. ° C� o _ PP P a° 6 SIDEWALK ROUGH GRADE NOTE: NOTE: MOUND PLANTING 9' 8' R7-8, 18" X 24" 18" x 24" TOW WARNING AREA IN LARGE 1 2" THICK RESERVED PARKING SIGN AREAS ONLY E PANSION JOINT (HANDICAPPED PARKING) SIGN (PER SEPARATE PERMIT) AC PAVEMENT 12" WIDE CONC . WALK 107 HANDICAPPED PARKING (ON SITE PARKING LOT) SCALE: 1 -1 " = 1 '-0" 00 2 / SCALE. NONE SCALE: NONE 2 2" SQUARE GALV. VARIES STEEL POST 6'-0" TO 9'-8" CONCRETE v v o v d 4 q 4 d ° v d 4 DIA. SCHED 40 CONC FILLED FACE OF BLDG \\\� \� ° \'�\' \�\\ \ \' � POST PAINTED — WH ITE AC PAVEMENT OR PLANTER \' 44 0 �! I CONCRETE Z )) \ ° \ cn 1 RAD 'EXPANSION JOINT \ N V) TOOLED EDGE q \ ° (! Q 4 ° 4 Li LLI - ° .,—j = CDL MIN' 4 ° o \X\/" Z :,C):,C) 0 0 0 O° `1c 0()• 0 0 • � N \ ° \ 0 o < • o �;`', 0 0 00 0 8 �> � , ° Uv' •> O o 1 2 �j CONC N FOOTING #4 HORIZ 11 TYP 6 @ 12" OC Underoround sof vloe Alert AV NOTE: 2 GUARD POSTS PER AIR/WATER UNIT, (PER SEPARATE PERMIT) SPACED 3' OC AND 3' OFF CURB FACE. Call: TOLL FREE POLE MOUNTED 1-800 CONIC CURB SIDEWALK HANDICAPPED SIGNAGE GUARD POST 422=4133 PER CITY OF TEMECULA STANDARD 401 (MODIFIED) 8 5 3 SCALE: NONE SCALE. NONE SCALE: NONE LD96-023GR M IMQRKINQ DAYS W YiOU M0 CONSTRUCTION RECORD DATE BY REVISI❑NS DATE ACC'D BENCH MARK SE ,�'��u��� ,� Designed By Drawn By Checked By Drawing No. FT 2 A. MELKON IANS A. MELKONIANS R. PETERS CITY OF T DEPARTMENT OF PUBLIC WORKS SCALE ���, Pip J. p q�F RECOMMENDED BY. DATE: '��"9�' RIVERSIDE COUNTY BENCHMARK T-32-81. �� Contractor p = 1(<1 z 2.5 ALUMINUM DISK AT THE INTERSECTION OF Horizontal ,,7 � (P Plans Prepared Under Supervision Of RANCHO CALIFORNIA ROAD AND FRONT STREET, No. 51098 1 F1110 iM i NWVW ACCEPTED BYI DATEI " �"g UNOCAL S.S. 6519 96*± SOUTHWESTERLY OF FRONT STREET, 29't AS SHOWN I� -30-9� 999 TOWN & COUNTRY ROAD - ::"� 4 Inspector SXR`�'- ORANGE, CALIFORNIA 92668 PRINCIPAL ENGINEER FOR CITY ENGINEER D ETAILS NORTHWESTERLY RANCHO CALIFORNIA ROAD IN � � 714 567-2400 3/28/96 -`� APPROX. CENTER OF NORTHERLY SIDEWALK OF Vertical �, Date STEVEN W. CRESSWELL r ""� Date Completed. -___-_ BRIDGE OVER TEMECULA RIVER FLUSH WITH �9T Vj CIV1�- Pa�P 9/30/97 �� .::.....: "/ LOT I TRACT 7 0 SIDEWALK. ELEV: 1007.337 Foy�A�,Fo Expires R.C.E. No. 471 80 Expires 12/31/99 �� B Q Q K 81 PAGES 31 TH R 0 U G H 3 5 Sheet 6 of 9 RON PETER R.C.E. 51098 i DWG Hs\UN0CAL\6430\64300-5 User, Mike zukoskl TIME, 02-08-95 1017152 XRef Files, xbdr I I I ' I I I I + I , I I I I I I I I j , I t , i I I I I I i I I 1 ( t ( k j I I I I r { f t i I I I •; I I r I I , I I i l0 �DRIVEAAY I ; $ ; ! OD , -r t i t o V I : I j : I , t $ o d ; o ; I Q ; t #: r ff# II ! I ob� V-) d f tI C7 M {3 © VC CLn ! I1607 PI- 1003-26 Q Ln I t 1 I , j � I 1 , 4 I ., © ; I © o I f 1 f © t i I I t ' q1J ibo l I I II { o 1 PROPOSED: OP ' p ` I • I r I I II i Ii Ioo OF :CURB 1 I t1 1I (� 06 , I 1 1 1 ° I i1 1604 II I I ; I. IOP OF: 1, OF 07 EXIST. CURis �.o + 1b031 q t)m iLo II II jI III I 1 t I i Iw.,,. /}• ..: (, (�J -.... L- t , I w l v , Ln ON CURVEI I I s I � ( f 1 1 02.QO !INv ( F�IPE EXI T. ,GA VAUL l ( 1 t ! I 1 LTJ ; 1 I I I R T T I f 4 L� 4 4 L� 4 C NTRACtOR TO B EXTRA PROTECT- O EC N PLA E t ( Lo / / a t k t I I : "" : { 1 { I I IN I I { I I CAREFUL WHERE THE AT H AS. 1 1 I L 4 �7 EXIST 3 HIGH PRESSURE 'GA ON CURE CROSSES; $ I I t 1 ! 1 I L CE BE 0 LOCATION 0 INE. S L W F R t I I I I I I I I 1 I I I i I C SURE GAS LINES I I t I I G I EXIST HIGH H PRE I I , t I , t k I I I I I , I I r { . i 1 •. � I I I I r 1 r I , - , .. , _ , I } , I i I , , , j. � � I { I I I I o I 1 I I 1 I I m 4-9199-00 INV. i I I I C0'NTR CTOR TO ' VEPIFY I ,n ¢ WITH IVIM-D: PPIOR T(� I 1 j 1 ANY D!GGING . ? , : f I t I t I SCALE 0 MAII I I 'EXIST. 8" �;F FACE' N H R " 0 IZ. 1 = 20 I t + ---VERT, 1 s � ; , I � ; I ; a i I I I I 1 2 3 4 CONSTRUCTION NOTES. CONSTRUCT CATCH BASIN (W=7.00') PER RIVERSIDE COUNTY FLOOD CONTROL DISTRICT ( CFC ) STD D D 100 o•oW N .T� D G CB PROP. ` CONSTRUCT 6 CURB & GUTTER PER CITY OF TEMECULA STD NO 200 f 48 1 ti' - I 32 7 9 PLAMTER 2 C 3 CONSTRUCT CONCRETE COLLAR PER RCFCD STD. DWG. M803. SEE DWG _ ' C-2f, •', - Tri ' A!J _ 0 uC �pN 5'- 3 4D .� 1+ I` SSP CO ST Q CONSTRUCT 4 THICK SIDEWALK PER CITY OF TEMECULA STD. N0. 400. 6 ( \ �J 12 ,v C&G CONC.B1-OCK �`', � O CONSTRUCT ACCESS RAMP PER CITY OF TEMECULA STD. NO. 402. . SEE DWG ix t" .-., ry!y WALL I , I - - C-2 AND C-3. I I CONSTRUCT DRIVEWAY PER CITY OF TEMECULA STD. N0. 207A. W=40' 06 `+ �\077 w \ G 9 I i 18 ',,'! n 4" THICK CONC. S��"�N C0� 5 - �J CONSTRUCT X�-GUTTER PER CITY OF TEMECULA STD. NO. 209B. COLDPLANE EXIST PVMT/ SIDEWALK SEG ' 18 II CONST VARIABLE THICKNESS EXIST. EG ", 16 24 ,� '; 8 CONSTRUCT 6" CURB PER CITY OF TEMECULA STD. NO. 204. A.C. PAVEMENT 2 ��•2 i 9 1 REMOVE EXIST. 3 AC/6 ABC. S`(P ❑ 1 l ` r,,r,r r,,,r r r r, " ,r,I.7 1.;11 L_. :: :' a , 9 CONSTRUCT 3 AC OVER 6 A.B. (PAVEMENT SECTION SHALL BE VERIFY WITH GEOTECHNICAL 4 �,. CURB & GUTTER ENGINEER BASED ON I ; .. PROP R W I _ TESTING). 5 VERIFIED BY GEOTECHNICAL ENGINEER BASED ON FIELD E B 4 i FIELD TESTING \ 15 EXIST R W _ ti _ _ 7 23 10 EXISTING TRAFFIC SIGNAL TO BE RELOCATED 9 a_ f o TYPICAL SECTION. _ _ 11 INSTALL 24" CMP DRAIN LINE. N.T.S. 2 1 Q - '' :'.,. ` - 12 REMOVE EXIST. STOP SIGN AND RELOCATE STREET MARKER & STOP SIGN PER CITY OF TEMECULA STD. N0. 403, 404 AND 405. 0 0 © 14 13 RELOCATE EXISTING SIGN PER CITY OF TEMECULA STD. NO. 403 AND 404. 27 10 21 17 20q ow 9 (2L0 17 13 $ 3 ro 0 a� M Sri 21 m 9 14 EXISTING LIGHT PULL BOX TO BE RELOCATED PEA THE CITY OF TEMECULA STANDRRDS. STA. 1 +52.47 BCR 00 LEGEND: 22 "� �� 28 STA. 3+00.17 BCR 19 CL r' �; 15 CONSTRUCT LOCAL DEPRESSION NO. 2 PER RCFCD STD. DWG. N rn o NO. LD201 CASE C. EXISTING STORM DRAIN PIPE 1 + 29 Q (M + -' + - 2 N w r• N 3 4 ,..+ 16 REMOVE EXIST. F.H & ASSEMBLY BLIND FLANGE AT THE MAINLINE AND INSTALL NEW EXISTING cn o Q cin, ON THE 20" CML & C. AT STA 5+27.85.CALIFORNIA WATER DIST. STD. RW-5. � SUPER F.H. & ASSEMBLY PER RANCHO CA SEE RCWD AS-BUILT RC-17 SHT. 2 OF 4 �n,r c.� n ( ) PROPERTY LINE FRONT 3+84.46 FRONT STREET INT= 17 EXISTING GAS LINE TO REMAIN. PROTECT IN PLACE. 1+00.00 FRONT STREET INT= 1+00.00 MORENO ROAD 6 - I 18 EXISTING GAS VAULT TO REMAIN. PROTECT IN PLACE. 1 +00.00 RANCHO CALIFORNIA RD. - �� ITf - NEW AC PAVEMENT j . , I 19 REMOVE EXISTING CATCH BASIN EXISTING GRADE r - 20 REMOVE EXISTING CONCRETE SIDEWALK, CURB AND GUTTER to ....:... .. I I CURB RETURN DATA 21 REMOVE EXISTING CONCRETE DRIVEWAY, CURB AND GUTTER RCWD JOB NO. H0659 NO. DELTA RADIUS LENGTH TANGENT 22 REMOVE PORTION OF EXISTING 24" CMP STORM DRAIN A 9 7' 0 8' 18" 35.00' 59.34' 3 9.6 6' Ag11GpCAtlO�1MAMt Dir 23 REMOVE PORTION OF EXISTING GUTTER B 73• 07' 07" 35.00' 44.67' 25.95' Underground Service ,Alert 24 REMOVE EXISTING STREET NAME SIGN 27 EXIST STREET LIGHT/TRAFFIC SIGNAL TO REMAIN. 25 REMOVE EXISTING TREE PROTECT IN PLACE, Call: TOLL FREE STREET IMPROVEMENT PLAN28 COLD PLANE ASPHALT CONCRETE PAVEMENT. 26 ADJUST GAS VALVE RIM AND COVER TO GRADE. APPROVED v 1" = 20' o 1=800 20 10 0 20 40 29 VARIABLE THICKNESS ASPHALT CONCRETE PAVEMENT.. '1 iZE�-•o c�►YE �RI��F�C SiC nJA� ''u�'�x � - 422=4133 .. __ _ 'PSR CiYy Of iEM���]�.R THIS APPROVAL FOR TWO WORKING DAYS BEFORE YOU DIG L D 9 6�-O 2 3 G R REMOVE OF & INSTALL F.H. ON FRONT ST. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'h BENCH MARK SCALE SE �`' �'���� Designed By Drawn By Checked By Drawing No, ��� �e<,. p`-� ��T `�?, A. MELKONIANS A. MELKONIANS R. PETERS RECOMMENDED BY DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS 5/20 A.M. ADJ CURB TO 39 FROM CL FRONT ST _.-7� RIVERSIDE COUNTY BENCHMARK T-32-81. �- F Contractor 2.5" ALUMINUM DISK AT THE INTERSECTION OF Horizontal An �\' Plans 'r e p ---�,.-.� cE So EET7 pared Under Super-vision Of �''"T 7 A.M. t!wcwn� ALAN T AL�IJC� OlU7 ST RANCHO CALIFORNIA ROAD AND FRONT STREET, I �~ h). 51 98 r :i , U I V 0 cAl g 96'f SOUTHWESTERLY OF FRONT STREET, 29't 1 =20' �� 999 TOWN & COUNTRY ROADDATE Inspector5 _ E�� * ORANGE, CALIFORNIA 92668 PRT IPAL TN F"0-C �1ND CI v�� ��!"� NORTHWESTERLY RANCHO CALIFORNIA ROAD IN (714) 67 2400 Date 5/22/96 R CITY' f �� r� STREET IMPROVEMENT PLAN APPROX. CENTER OF NORTHERLY SIDEWALK OF Vertical STEVEN W. CRESSWELL Date Completed BRIDGE OVER TEMECULA RIVER FLUSH WITH TqT C�V,�- ���� 9/30/9X'.6, y P LOT 1 , TRACT 5790 SIDEWALK. ELEV: 1007.337 1 =2 FOr ����F - 1 Expires 47180 12/31/99 {I BOOK 8 � , PAGES 3 � THROUGH 35 9 R PEit.-.S R.C.E. 51098 R.C.E. No. Expires '`'� w;,��:^��,R�. Sheet Of H:\[µ1NOCAL\556000\6519\6519C-5 User: Armen—Mel konians 05- 19-96 2n:?o ,�? xRPf FiIAcz• Y('gITP- Y P-T YRnRr,ly nWr, - \ i �\ R96 dt \ R9 6A \ \ / > GENERAL NOTES* / / P S AC !ice \- \ 1 . ALL TRAFFIC CONTROL DEVICES MUST CONFORM WITH THE LATEST EDITION // �� OF CALTRAN S TRAFFIC MANUAL. jz, 2. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE 13 FIELD CHANGES TO ASSURE PUBLIC SAFETY. 3. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT tk� \' A �y�� \ IN USE. �5�3�t0 O• �� o �� s� \k ' �'' \ �� 4. WORK HOURS TO BE RESTRICTED TO 7:30 A.M. TO 3:30 P.M. UNLESS �,, : �`�?° APPROVED OTHERWISE. C1 5. TRAFFIC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR , WITHIN 72 HOURS, IF DAMAGED. 6. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS IF EXISTING • , ,' y, �� %� a REMOVED OR DAMAGED (OR REPLACED WITH TEMPORARY TAPE). \ CROSS WALK STRIPE, 1.0' - ��� 7. ALL WORKERS SHALL BE EQUIPPED WITH AN ORANGE VEST (OR A WHITE WIDE • \ ;� s \ AC VEST AT NI HT �\ \ M�w� END 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE \ ��' WORK \ COORDINATED WITH THE CITY OF TEMECULA TRAFFIC DIVISION 48 HOURS AHEAD PRIOR TO BEGINNING CONSTRUCTION. EXITING TRAFFIC �� 9. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS PER AY LOOPS. (TYP) mw � _� �� \ fir, E DAY, ��, 7 DAYS PER WEEK BY THE CONTRACTOR. • `� \ k ROAD , WORK 10. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. AC AHEAD „ • ° \ \ 11 . TEMPORARY NO PARKING SIGNS WILL BE POSTED 24 HOURS • \ \ - PRIOR TO COMMENCING WORK. \\ 4 • \ \� �_- \\� 4 �\�-� 12. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS OR OTHER ARRANGEMENTS o2'mo �- - MADE. C C23 EXISTING • O R96 do SOLID WHITE \ 2 STRIPE, 0.6 R96A WIDE \ - _ '► - CONSTRUCTIONNOTES C12 \ 2'V c = R9 6 dog \\�\`� I� 3 R96A • o �.,� \ \ ;\� 1 USE PERMANENT TYPE CHANNELIZER WITH REFLECTORIZED MATERIAL C23 ` (SURFACE MOUNT). C23 •: • OVERSIZED NP. \ � :� \ 2 Q USE TYPE II BARRICADE WITH FLASHING YELLOW BEACON ° o v gyp' 3 INSTALL C23 SIGN WITH FLASHING YELLOW BEACON. M v ° w o \ •� • g O Sh . (NP ) �4 INSTALL C14 SIGN WITH FLASHING YELLOW BEACON. • o -- Mw OWV 5 INSTALL C12 SIGN WITH FLASHING YELLOW BEACON. • R26 • Q INSTALL C17 SIGN WITH FLASHING YELLOW BEACON. Mw • 0 INSTALL R26 SIGN. LEGEND:o i NEW OFF—SITE WORK EXISTING MA`s LT �� , 2 SOLID YELLOW M 52 c�S E - OFF—SITE DEMOLITION STRIPES, .36' • \ L loll MC; WIDE Fel -----moi ' • CHANNELIZER (SURFACE MOUNT) 2 H TYPE II BARRICADE WITH FLASHING YELLOW BEACON • • EXISTING i% � 2 SOLID YELLOW \' SIGN (SEE PLAN FOR SIGN NUMBER) •WV EXISTING STRIPES, 0.36' WIDE No YE: \ • CROSS WALK REFER TC OFA-SITE CorJsTtZOcT)pn1 VRhvJ)NG C-5 STRIPE, 1.0' WIDE \ AOR $Acs[CROON D CHANGES "ra 1=ROR-r ST966-r. / Atm.)0sTMEP4T To THe V' oak C A.L_Ea nR -rtes -pt-ho \ �� \/ M A%I- Se M^1DE ^S 9 GQ011R Ea P4ID1 REG'1" 8Y 1 �N — / ESTIMATED CONSTRUCTION DURATION — 60 DAYS T"E5 c tTy I r4s1PE c TpFR Irl THS MSN /� i .� ;�'� 24 HOUR CONTACT PERSON JOHN PANDZIC PHONE: (714) 428-8 52 N R9 6 do o R96A FFIC CO L PLAN ............... ...... ........... ............... ................. Undororound Service Alert . 2 0 10 0 2 0 4 0 1 =2 0 -o SPEED LIMIT '- RROW Call: TOLL FREE LANE 5 C12 25 1=800 6 C 1 70m 422-4133 r• Twowoieicnro DAYS Sum YOU M C23 LD9-6-023GR CONSTRUCTION RECORD DATE BY REVISI❑NS DATE AC 'D BENCH MARK S �µt" ` '`''` ✓.� Designed B Drawn B Checked B SCALE 4ti �p J. p���� 9 y y y RECOMMENDED BY. - DATE. 'Y- 15`74 OFDrawing No, �' A. M ELKONIANS A. MELKONIANS R. PETERSCITY DEPARTMENT ❑F PUBLIC WORKS i AAn)G� c-S '��'i° RIVERSIDE COUNTY BENCHMARK T-32-81. '` �a.Q' F G=. Contractor 2.5" ALUMINUM DISK AT THE INTERSECTION OF Horizontal Q Bch � , RANCHO CALIFORNIA ROAD AND FRONT STREET, 'r No. 5109$ Plans Prepared Under Supervision ❑f 96't SOUTHWESTERLY OF FRONT STREET, 29'f 1"=20' x 7 �� 999 TOWN•&•CON UN RY ROAD ACCEPTED BY DATE r/6' 76 UNOCAL J•J• 6519 Inspector CALIFORNIA 92668 C,ti`: C 6 NORTHWESTERLY RANCHO CALIFORNIA ROAD IN * �! ORANGE, TRAFFIC CONTROL P (714) 567-2400 3/28/96 PRINCIPAL ENGINEER FOR CITY ENGINEER APPROX. CENTER OF NORTHERLY SIDEWALK OF Vertical P Date STEVEN W. CRESSWELL F Ante Co let BRIDGE OVER TEMECULA RIVER FLUSH WITH 'q Q, �' LOT 1 TRACT 5790 � SIDEWALK. ELEv: 1007.337 TF OF CAS.-�F� Expires 9/30/97 47180 12/31/99 �` ���............. �� RON PETEPS 51098 R.C.E. No. Expires rr _(BOOK 81 , PAGES 31 THROUGH 3 5 Sheet 8 of 9 H:\UNOCAL\SS6000\6519\6519C---6 User: Armen—Mel konians n4—n1 --aF nR•n7•41� XRAf FiIIII Y( FT n\Air; xr gITF n\A/r Ypnpr i\/ CONSTRUCTION NOTES: STRIPE 12" SOLID WHITE FOR CROSS WALK. 0 STRIPE 8" SOLID WHITE. 0 PLACE "STOP" PAVEMENT MARKING PER CALTRANS STANDARDS. ® SAND BLAST EXISTING STRIPES TO THE JOINING POINT PER CALTRANS METHOD. -f 0 PLACE TYPE IV (R) ARROW PER ItALTRANS STANDARDS © SAND BLAST EXISTING RIGHT TURN ARROW MARKERS AND PLACE TYPE 1 (10) ARROW PER CALTRANS STANDARDS AT THE SAME LOCATION U7 STRIPE 4" DASHED WHITE LINE PER CALTRANS STANDARDS FIGURE 6-2 "DETAIL 8" UP TO THE END OF THE DRIVEWAY ON FRONT ST. © PAINT THE CURB RED PAINT PER RIVERSIDE COUNTY FIRE DEPARTMENT STD. NO. M-1 CASE "A AS SHOWN ON THE PLANS FOR EXACT LOCATION OF RED PAINT SEE SHEET C-7. 9� INSTALL BLUE REFLECTOR FACING THE NEW FIRE HYDRANT. PLACE TYPE IV(L) ARROW PER CALTRANS STANDARDS. STRIPE 2 SOLID YELLOW STRIPES PER CALTRANS "DETAIL 22". _ -- ==f �'\ Q INSTALL 17 SURFACE MOUNTED CLASS I, TYPE I FLEXIBLE BASE CHANNELIZERS _- -___- = f! \ - \ AT 5' SPACING, CENTERED ON FRONT STREET DRIVEWAY. \ ® SAND BLAST EXISTING MARKERS/STRIPING. REMOVE EXISTING TRAFFIC SIGNAL LOOP DETECTORS. \ _ Q INSTALL NEW TRAFFIC SIGNAL LOOP DETECTORS. GENERAL NOTES: \ 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. ALL SIGNING AND STRIPING SHALL CONFORM TO THE LATEST EDITION OF THE CALTRANS �\ TRAFFIC MANUAL, STANDARD PLANS, SPECIFICATION AND SPECIAL PROVISIONS. 8 3. ALL PAVEMENT LEGENDS SHALL CONFORM TO CALTRANS METRIC STENCIL DIMENSIONS. 8 \ � \ 4. ALL STRIPING AND SIGNING IS SUBJECT TO APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 5. PAVEMENT STRIPING AND MARKING SHALL BE APPLIED IN TWO COATS, A MINIMUM OF 7 \ DAYS APART, AND SHALL INCLUDE RAISED PAVEMENT MARKERS. CLASS II GLASS BEADS SHALL BE UNIFORMLY INCORPORATED IN ALL COATS OF PAINT CONCURRENTLY WITH THE APPLICATION OF THE PAINT, EXCEPT FOR BLACK PAINT. 6. THE EXACT LOCATION OF STRIPING STOP LIMIT LINES AND CROSSWALKS SHALL BE 5' o ��" �' �� \� FIELD LOCATED APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO \ INSTALLATION. _ 7. EXISTING PAVEMENT MARKINGS IN CONFLICT WITH THIS PLAN SHALL BE REMOVED BY SANDBLASTING OR GRINDING, BY THE CONTRACTOR. BLACKING OUT CONFLICTING b MARKINGS WILL NOT BE ACCEPTED. SAND BLASTING DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. - _ . . . 8. SIGN POSTS SHALL BE 2" SQUARE GALVANIZED QUICK—PUNCH WITH BREAK—A—WAY BASE. J'—A �+ j ° _ \ WHERE POSSIBLE, INSTALL SIGNS ON STREET LIGHT POLES. rn v7� 9. ALL SIGNS SHALL BE STANDARD SIZE SHOWN IN CALTRANS TRAFFIC MANUAL UNLESS 8 0 O b OTHERWISE NOTED. I �q� \\0 r v1 0 y 10. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND STENCILING WITHIN THE BOUNDARY OF CONSTRUCTION PROJECT WILL BE RESTORED TO A "LINE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR 11. ALL MEDIAN NOSES WILL BE PAINTED YELLOW AND INCLUDE GLASS BEADS PER TRAFFIC - 5 n 0 DIVISION POLICY NO. 2 — MEDIAN END TREATMENT. DRIVEWAY 12. ANY DEVIATION FROM THESE STRIPING AND SIGNAGE PLANS SHALL BE APPROVED BY THE / - - — ENGINEER OF WORK AND CITY ENGINEER PRIOR TO CHANGE IN THE FIELD. � 105 ° �-, 3 - / 1 13. STRIPED CROSSWALK SHALL HAVE 10 INSIDE DIMENSION UNLESS INDICATED OTHERWISE. H 18-1 RIGHT LANE R41 RIGHT t` MUST TURN RIGHT TURN ONLY 14. ALL SIGNS AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. .... ....... / , 61 v 8 R18— RIGHT LANE �- 1 � .� 2 --�� � '.'\ � ��/ \\ 15. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MUST TURN RIGHT ,/ �; O ``' '� - MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. -- _... ��EDGE OF ~� - EXSITING ` �. 9 � r� GUTTER NO LEFT TURNS CROSS WALK __N1 - __. ,,, _____ ___.--- _.-- -. STRIPE, 12" WIDE 4 :11, �- -- _ - REMOVE - 1 �- -�-- EXIST CROSS WALK 4 6 - � 13 O 40� 6 13 12El 11 z damr 10Y _ _ _ EXSITING DOUBLE LEFT .-. .-- TURN LAN -- c0 100' TYP" 15 60' TRANSITION 40' N TEXISITING 2 SOLID STREETYELLOW STRIPES, 0.36' WIDE 1 11 EXSITING 2 SOLID EXSITING FRONT YELLOW STRIPES,CROSS WALK 14 0.36' WIDE -----�J-- STRIPE, 12" WIDE __----- --- ----------------- Xx IN STRIPING PLAN Underground Servloe Alert 1"=20'-0" 20 10 0 20 40 Cali: TOLL FREE 1-800 422=4133 TWO WORKING DAYS BEFORE YOU DIG L D 9 6—O 2 3 G R CONSTRUCTION RECORD DATE BY REVISI❑NS DATE ACC'D BENCH MARK SEAl���__� Designed By Drawn By Checked By Drawing N©, SCALE CITY OF T DEPARTMENT OF PUBLIC WORKS Fn� RECOMMENDED BY! 1.� DATES -��-�� . RIVERSIDE COUNTY BENCHMARK T-32-81. /�1'" �;.� ::�\ A. MELKONIANS A. MELKONIANS R. PETERS Contractor r — 2.5" ALUMINUM DISK AT THE INTERSECTION OF Horizontal ' \ — � J� T,, Plans Prepared Under Supervision Of RANCHO CALIFORNIA ROAD AND FRONT STREET, 109$ ` �'�' ti Hbknft&�W ACCEPTED BY. �' DATE, �-��-y� UNOCAL S.S. 6519 96'f SOUTHWESTERLY OF FRONT STREET, 29't 1"—20' Ex ?'�7 999 TOWN & COUNTRY ROAD :} . Inspector 5/22/96 STRIPING PLAN 7 NORTHWESTERLY RANCHO CALIFORNIA ROAD IN "� �' ORANGE, CALIFORNIA 5 00 92668 PRINCIPAL ENGINEER, FOR CITY ENGINEER % � APPROX. CENTER OF NORTHERLY SIDEWALK OF Vertical C Q D a t e STEVEN W. CRESSWELL Date Completed BRIDGE OVER TEMECULA RIVER FLUSH WITH Tq �V1 R��\ 9/30/97 LOT 1 TRACT 5 7 9 0 r SIDEWALK. ELEv: 1007.337 rf or r����o Expires47180 12/31/99 �$� B 0 0 K 81 PAGES 31 T H R O U G H 3 5 9 9 ' ON PETERS R.C.E. 51098 R.C.E. N©, Expires Sheet of H:\UNOCAL\SS6000\6519\6519C-7 User: Armen_,_.Mel konians nc;— 1 q--qF 9n-9?-,9 XRPf FiIPq- XRR(:I\/ nWl; xrclTP- n\Air