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HomeMy WebLinkAboutParcel D Precise Grading Plan GENERAL NOTES PRECISE GRADING P LAN FO R 1 . THE CONTRACTOR SHALL BE RESPONS I BLE -FOR THE CLEAR I NG OF THE GRAD I N G NOTES WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERM I TTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, TO BEGINNING OF CONSTRUCTION. APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PHONE: (909) 694�411 2. MINIMUM DRAINAGE SCALE SLOPE SHALL BE = 1%. • • L • • 3. MAXIMUM CUT OR FILL SLOPES 2: 1 . 2. THE DEVELOPER WILL INSTALL ST t�F REET NAME SIGNS CORM I NG TO THE CITY OF TEMECULA S STANDARD NOS. 403-405. 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL CHRIST THE VINE LUTH E RAN CHURCH WE FILL SLOPES OVER 5' HIGH. PA 98 '"'� 0054 3. ALL WORK SHALL CONFORM W I TH THE REQU I REMENTS OF THE C I TY OF TEMECULA 5. ALL GRADING SHALL 8E DOLE UNDER THE SUPERVISION OF A COMPETENT • PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS,SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY DATED OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, OVER 1 ' DEEP. TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION of ROUGH � PROJECT GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO HE 5. IT SHALL BE THE RESPONSIBILITY OF T DEVELOPER OR CONTRACTOR TO APPLY ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, SITE TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. TOP OF CUT SLOPES. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: ONE FOOT. I INDEX OF SF'EETS SEWER, WATER, ELECTRIC, GAS, DRAINAGE. 9. ALL GRADING SHALL BE DOLE IN CONFORMANCE WITH RECOMMENDATIONS OF 1 . TITLE SHEET THE GEOTECHN I CAL INVESTIGATION BY: PETRA GEOTECHN I CAL, I NC. ON JAN: 5- 2001, 2. DETAIL SHEET +� 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONS TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 3. PRECISE GRADING PLAN STRUCTED ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN CHRIST OF THE VINE LUTHERAN CHURCH W.E.L.S. THE FIELD. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM�- 4. HORIZONTAL CONTROL PLAN MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 5. EROSION CONTROL PLAN 31351 BRITTON CIRCLE 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TEMECULA, CA 92591 TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACH- 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING , ATTENTION: PASTOR H. CURTIS LYON MENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- APPL I CANT: 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. EACH LOT. R.B.F. CONSULTING USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 27555 YNEZ ROAD, SUITE 400 SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE � 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN TEMIECULA, CA 92591 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ATTENTION: J01-iN TAMER (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE � � APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SECTION 17.08 PRIOR TO THE APPROVAL OF FINAL INSPECTION. � SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICA- TIONS. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS VICINITY MAP BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS W s 11 . PRIME COAT REQU I RED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. MATERIAL AND PROOF ROLLED. NOT TO SCALE 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 12. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE N10. THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL 460.53. FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REG I STERED PAV I NG S F.L. = FLOW LINE LINE 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 1 . MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. F.G. = F I N I SHED GRADE R/W- - - -= RIGHT OF WAY LIGHTING PLAN. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. G.B. = GRADE BREAK �99 = F I N I SHED CONTOUR 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT POND I NG WATER AND DAMAGE TO =3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SIJBGFtADE SURFACES F.F. = FINISHED FLOOR q c,� ......... MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO PRIOR TO PLACEMENT OF PAVING. EXISTING CONTOUR RECONSTRUCT EXISTING PAVEMENTS INCLUDING BASE, AND MATCHING OVERLAY ADJACENT PROPERTIES. F.S. = FINISHED SURFACE REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN T.C. = TOP OF C11R8 -11= -11- = CUT/FILL LINE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE TRAFFIC INDEX. V. I.F. = CONTRACTOR TO VERIFY I N FIELD NAT. APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION - • FILL • • - = DAYLIGHT LINE 15 ONLY LANDSCAPING CONSISTINI� OF GRASS AND PARKWAY TREES MAY BE INSTALLED 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE SHALL CONFORM To SECTIONS 37, 39 AND 94 OF THE STATE STANDARD T.R. = TOP OF RAMP . WITHIN PARKWAYS ON LOCAL RCS I DENT I AL STREETS WITHOUT SEPARATE LANDSCAPE TO FUNCTION, ESPEC I ALLY DURING STORM CONDITIONS. PROTECTIVE SPECIFICATIONS. T.B. = TOP OF BERM '� PROPOSED CURB k GUTTER MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LAND- 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA L.P. = LOW POINT - - = EXISTING CURB k GUTTER SCAPING ON ALL OTHER STREETS SHALL REQUIRE EFPARATE LANDSCAPE PLANS. PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS WITHIN CITY RIGHT-OF-WAY. H.P. = HIGH POINT = PROPOSED 4' RIBBON GUTTER "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENICROACHMENTS" (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE ENGINEERING 6. THREE INSPECTIONS ARE REQU I RED BY THE DEPARTMENT OF PUBLIC WORKS TYP' _ TYPICAL TOP DATED JANUARY 1989. DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION A.C. = ASPHALTIC CONCRETE TOE � = 2: 1 CUT SLOPE AND DURING PLACEMENT OF ASPHALT. 99.99 = PROPOSED SPOT ELEVATION 16. Pl1SUANIT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12, THE DEVELOPER SHALL 18. A REG I STERED CIVIL ENIG I VEER SHALL S118M I T CERTIFICATION OF BU I LD I MG 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING MG OF THE PROPOSED (99.99) EXISTING SPOT ELEVATION TOP = 2: 1 FILL SLOPE INSTALL ALL REQUIRED CABLE TV FACILITIES. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TOE I ��i T I ON (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE = 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE THE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION �99•�� ELEVATION (BY OTHERS) .so- APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION AT (909) 694-6411 . CONSTRUCTION ON NOTE NUMBER '�•�•�•:� BROW DITCH DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 90 PERCENT ® = PARKING LOT LIGHT = 3" AC / 8" AB CL I I (TRUCK) THE APPROPR I ATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER COMPACTION OF SUBGRADE PRIOR TO PLACEMENT OF BASE AND 95 PERCENT PER ARCHITECTURAL PLANS ENGINEER FOR REVIEW AND APPROVAL. 15' IN VERT I CAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND PLACEMENT . :-: :�'�.-=; = 5" CONCRETE PAV I NG / 4" AS CL II TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS OF ASPHALT PAVING. ASSESSOR 'S .-PARCEL NO ' s, SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMB I NA- 9. COMPACTION TEST OBSERVATION OF SU3GRADE OR BASE ROCK GRADE SHALLCOMMXTION NOTES k QLJA=Y � * OR AS REQUIRED BY SOILS ENGINEER T I ONS, 15' ON CENTERS. SLOPES OVER 4' I N VERT I CAL HEIGHT SHALL HAVE BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE ITEM QUANT I TY UN I T PORTIONS 921-090-84 PERMANENT I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER PROJECT INSPECTOR. ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION • U.P.C. CHAPTER 10.R. w I TH OR PRECEDED BY COMPACTION TESTING. 1 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF TEMECULA STD. 401 10,000 S.F. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO 2 CONSTRUCT 6" TYPE 'D' CURB PER C.0.T. STD. 204A 1 ,595 L.F LEGAL DESCRIPTION LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. THE D I RECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS 2B CONSTRUCT 5" TYPE 'D' CURB PER C.O.T. STD. 204A 63 L.F BE I NG PARCEL D OF LOT L I NE ADJUSTMENT NO. PA98-0054 � 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL PRIOR TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO RECORDED ON APR I L 9 1998 AS I NST. 137810 OF OFFICIAL RECORDS BE PERMITTED. THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY 3 CONSTRUCT 'Ate' CURB k GUTTER PER C.0.T. STD 200 746 L.F. DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE OF RIVERSIDE COUNTY CAL I FORN I A. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CAL I FORN I A TEST 4 CONSTRUCT 1' WIDE CONCRETE STEP 196 L.F. vi TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. NO. 301 AND SHALL BE PERFORMED BY A REGISTERED I STERED CIVIL ENGINEER. THE 5 CONSTRUCT 4' R I BBON GUTTER PER C.0.T. STD. 210 k 212 105 L.F. CONTAINING 3.31 ACRES (GROSS) . w NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL 2.69 ACRES (NET) . x 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVE BY THE D I RECTOR OF PUBLIC WORKS. 6 CONSTRUCT 3" A.C. PAV I NG OVER 6" A.B. CLASS I I* 15,100 S.F. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 7 CONSTRUCT 3 A.C. PAVING OVER 8 A.B. CLASS 11* 24,300 S.F. BASIS OFDUMNGS RECT I ON OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 11 . ASPHALT CONCRETE SHALL CONFORM TO ALL PROV I S I ONS OF SECT I ON 203-6 REQUEST, THE APPROPR I ATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. g CONSTRUCT 5" CONCRETE PAVING OVER 4" A.B. CLASS 11 PER DETAIL ON SHEET 2* 1 ,600 S.F. THE BEARING SHOWN HEREON ARE BASED ON A PORT I ON OF THE CEWrTERL I NE OF MARGARITA TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ASPHALT SUFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 9 CONSTRUCT DRAINAGE DITCH THE B" PER C.O.T. STD. 304 (DEPTH VARIES PER PLAN) 470 L.F. ROAD AS SHOWN ON LOT LINE ADJUSTMENT NO. 95-0111 RECORDED AS INSTRUMENT NO. 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, ® 416771 OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE A MINIMUM THICKNESS OF 2 INCHES. COUNTY, CALIFORNIA, BEING NORTH 01'58'41 WEST. PR I VAATE, ENG I NEER I TE:- 10 PAINT 4" SOLID WHITE PARKING STRIPE 1 ,530 L.F. 11 PAINT 4" SOLID BLUE CROSS HATCH MARKINGS FOR HAND I CAP ACCESS (2' o.C.) 250 L.F. EARTHiwORK CIJANT I T I ES CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY 117PROTECT INT HANDICAP PARKING SYMBOL PER DETAIL ON SHEET 2 5 EA. ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE M FILL REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE NOT I(;E TQ ACTORS NSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2 3 EA. RAW MO s- 31 ,000 CY 7,000 CY E SHRINKAGE-- v CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, THE EXISTENCE AND LOCATION OF ANY UNDERGROUNDUTILITY PIPES OR NSTRUCT COM ERC I AL DRIVEWAY APPROACH PER C.O.T. STD. 207A 594 S.F. (ARTIFICIAL FILL) 400 CY 0 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQU I RE- STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE BE REMOVED -- EA. (ALLUVIAL) 2,200 CY MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, 00 TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES EASTERN MUN I C I PAL WATER DISTRICT OR RANCHO CAL I FORN I A WATER MOVE k D I SPOSE OF PROPERLY (6' SIDEWALK 1650 S.F. (CUT SHR I ) -800 CY ro TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR IN PLACE -- EA. 30,200 CY (C) 9,600 CY (F) f21 ,000 CY (EXPORT) ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND 108 REMOVE EXISTING 6" CURB k GUTTER 58 PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE L.F. `- THE OPINION OF EARTHWORK QUANTITIES S}iM ABOVE ARE SUBJECT n FROM THE SOLE NEGL I GENC:E OF DESIGN PROFESSIONAL. CONTRACTOR IS REQU I RED TO TAKE ALL DUE PRECAUTIONARY FANS TO 19 SAWCUT EXISTING PAVEMENT 2 k FEATHER TO SMOOTH TRANSITION 62 L.F. TO F I ELD COND I T I ONS THAT MAY BE SPEC I F I ED I N THE PREL I M I NARY SOILS PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. 0 INSTALL STOP SIGN R1, PER CALTRANS TRAFFIC MANUAL 1 L.F. REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE CIVIL 0 ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR APPLY THERMOPLASTIC STOP AND LIMIT LINE DURING GRADING OPERATIONS, NOR CAN THE CIVIL ENGINEER GUARANTEE THE EXACT 21 PER FIG. 6-36 k SEC. 6-02.11 OF CALTRANS TRAFFIC MANUAL 1 �• SOIL CONDITIONS OVER THE ENTIRE SITE, THE CIVIL ENGIVEER ASSUMES NO c� Underground Service A I e r t 2 INSTALL 12'x9' GROUTED R IPRAP 2 C.Y. RESPONS I BI L I TY FOR FINAL EARTHWORK QUANTITIES. THE CONTRACTOR IS ADVISED o TO PREPARE HIS OWN ESTIMATES OF EARTHWORK FOR THE PURPOSES OF BIDDING, o INSTALL 0.6' THICK No. 3 BACKING RIPRAP OVER 4" CL. 2 A.B. 1 .5 C.Y, CONTRACT, AND CONSTRUCTION. PLANNING ■ DESIGN ■ CONSTRUCTION SQLBX 9E....-TOPOGRA . OVER M I RAF 170OX F I LTER BLANKET OR EQU I VALENT a CALL TOLL FREE PACIFIC PHOTOGRAMETR I CS 3 CONSTRUCT UNDERWALK DRA I N PER C.0.T. STD. 302 10 L.F. are 1--$Oo-422--4133 43214 BLACK DEER LOOP DRIVE 3 CONSTRUCT MODIFIED UNDERWALK DRAIN PER C.O.T. STD. 302 (2.o' WIDE OPENING) 10 L L.F F. LD03- 134GR j ■ ■ ■ 27M YNU ROAD'8UrE 400 TEMECULA, CA 92590 ® Z TBMEcua,CALr-oRN K 9M-*M DATE FLOM JULY 24, 1996 . C D N s U LT I N[3 WSHM.W42" FAX WV.676.7240" www.RW.com LDO 1 `^ 4IN- � 25 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 5 1 EA. a TWO WORKING DAYS BEFORE YOU DIG1-0� 26 INSTALL GRAVELBAG VELOCITY REDUCERS PER DETAIL HEREON L.F. LDOO-21 O ' DESIGNED BY DRAWN BY CHECKED BY DrawingNo. 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D -BENCH-MARK SCALE 1*3 F E S S!p�! MT RECOMMENDED BY: DATE: /� tao C I TY OF TEMECULA DEPARTMENT of PUBLIC WORKS j 6/01 RBF LOWER SITE BY 2.0 / T-30 81 EL- 1083.725 p O T AN F JT JT V- 00 Contractor 4/03 RBF 211 REV I SED QUANT I T I ES 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. HORIZONTAL Plans Prepared Under The Supervision Of PO OM THE INTERSECTION OF FRONT STREET AND _ � - ACCEPTED BY: DATE: ¢ �1 0� CHRIST THE VINE LUTHERAN CHURCH C � j RANCHO CALIFORNIA ROAD 1.0 MILES NORTHEAST AS SHOWN w NO.60132 Inspector ON RANCHO CALIFORNIA ROAD TO THE cc Exp. 06/30/e4 � _ Date: e3 RONALDDJ�PARKOF PUBLIC WORKS o PARCEL D OF LLA N0 . PA 98-0054 Q INTERSECTION OF RANCHO CALIFORNIA AND MORAG VERTICAL �' Cl �, �� JOHN D. TANNER I I � -- � � Q ROAD; 0.2 MILES NORTH ON MORAGA ROAD TO THE r,� y . :. ::::::--_ PRECISE GRADING PLAN Date Completed t pp f,,r--:_19�$- TEMECULA UNION SCHOOL; 1 FOOT EAST OF THE N/A f o f �M`t� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-01 �•.,,.� TITLE SHEET PA99-0124 s"�T 1 of 5 FLAGPOLE. DATE PREPARED: 08/14/00 r R/W 88' R/W 22' 44' 44' 12" WIDE BORDER W/1/4" DEEP X 1/4" WIDE GROOVES • 3/4" O.C. 10' 34' 34' 32' LANDSCAPE ® I W I b► 32' DEVELOPMENT ZONE 2.0' • " 6x6 6/6 WELDED �,. PROP. 5 PCC PAVING W I� �� 60" MIN. 4' 6 VARIES 6' VARIES " 1�S OVER 4" A.B. CL. 2 MIN �: 10 sioE S"LMES (MAX. 4 PROPOSED fi �P� (OR AS RECOMMENDED BY SOILS ENGINEER) 0.5% MIN VARIES SIDEWALK EASEMENT10 o - = "L" PER PLAN o . ____ -�--------- VARIES - � � I` '` FLOWL I NE OF PROP. GUTTER - a ' - - - - - - 2 •0'X, 5X - - . -- _- . -- - _ - MAX. SLOPE 2.0% 2 0% Z INTO BROW DITCH Ln 1: 12 PROP. 6 ME N DER I NG - - - - • - .` - - - - SP,M 1 SIDEWALK O 2.OX 'L• 3" THICK CONC. . -- c� Q c�° •�;. Q �7 EX I ST. EXIST. 6 SIDEWALK -- BROW DITCH " " \ • MIN. 9• MIN. SIDEWALK -EXIST. 0.25 A.C./ TO BE REMOVED (STA 13+42.03 TO 15+49.65) PER C.O.T. STD. 304 B �/ DIME 0.67 A.B. CLASS II EXIST. C&GWE X I ST. CMG NOTES: IRIkCE CONTi�. JOINTS AT A MAXIMUM OF 10-FOOT INTERI/ALS. � MIN. DETAI P LAS WA CONCTRETE TO HAVE A 28—DAY COMPRESSIVE STRENGTH OF 3,250 PSI. 24 NOT TO SCALE CONCRETEPAVING DETAIL A . 0 HANDICAP ACCESS RAMP NORTH GENERAL KEARNY — 813 12 TYPICAL SECTION NOT TO SCALE AND _ PARK I NG DETAIL NOT TO SCALE NOT TO SCALE PROP. AC/AB 10' R/W P/L P/L AS DIRECTED BY P/L / SOILS ENGINEER 3 VARIES 13.5' VAR. 2' 1 VAR. EXIST. GROUND z I I EXIST. GROUND 11 .5 2 < J I ,�, _ �� I PROP. AC/AB VAR. VAR I ES z r _ j�. `w"I~ 1-us I _ P/L AS DIRECTED BY - ,-}-.�._ 2 S v_ FUTURE GROUND TO BE / "� MIN. �, .1- ? GRADED PER LD00-216GR FUTURE GROUP TO I `V 4p SOILS ENGINEER R j0.5 I w� � � -- 5x ry � ' V)CL o �1� Q�.P PROPOSED fi" GRADED PER LDOO-216 / • z w �Fi CURB k GUTTER �,v ,� 2% ~" Q "EXIST. (SOUND PER X I ST. DETENTION BASIN VARIES 5 as ��. EXIST. A.C. ACCESS DRIVE • � ,yq Q LD99-019GR PROP. FINISFED VARIES ZZML��� IS .r L lit -`- EXIST. 3: 1 SLOPE ' �' �- +T VARIES GROUND � ~ PROP. F I N I SHED PROPOSED 6 �.� GROUND CURB k GU 04 9;;2;R " SECTION "B—B" SECTION "C—C " — " 3 THICK CONc• F� VARIES SECTION D D PROF i LE BROW DITCH pER L��ra NOT TO SCALE NOT TO SCALE PER C.O.T. STD. V4 "B" p�q P/L NOT TO SCALE SECTION "A—A" EXISTING GROUND NOT TO SCALE I 40' MIN. w 4 I � DOWN DRAIN � 1" TO 3' DIA. COARSE AGGREGATE OVER FILTER FABRIC I PROP. F I N I SHED SPLASH --2 GROUND 3 O EXIST. GROUND ,y I F.L. EL. PER PL T.C. EL o PER PLAN G . o ,,_., T.C. EL. RCy jreLj c _.... ,� Gp _... ... _.,. PER PLAN SECTION_ " _ �' _.....� E—E - PLAN g . __._....__.._.. ..... q P/L _ PROVIDE APPROPR I ATE' TRANSITION 8 + RIM EL. BETWEEN STABILIZED CONSTRUCTION F_ CL i NOT TO SCALE M I ENTRANCE AND EXIST. A.C. PAVING 3' PER PLAN r r �7�8.2 RIM RIM-'7I.55 FG PER PLAN VARIES 2' DETAIL -- •� 2: , MAX STABILIZED CONSTRUCTION ENTRANCE " r� f- w % 1 1 ' 2' S 2 sv o . ....!�'� cn ry '� / 3" CONCRETE REINFORCED WITH 2: 1 SL I NOT TO SCALE n ^ �' / rn 4" 1'-6" 1'-6" 4" 6"x6" - W1.4xW1.4 WELDED WIRE o o CL FABRIC. TREAT EXPOSED CONCRETE � 1 I Q (n J SURFACES WITH CURING COMPOUND. L Cp LL_ L I U_ L V ID m r°D• '�: i. �• n /01 o 1 i►7 DRAINAGE DIT _ - I 4 "B" PER C.O.T. STD. n F-- - I- '_ - �� ' "t,\j - - = - - • '-% - -' yapp. 1 0.95X 4 - �-- =- - 4 BARS - ( ' 9EMCH 1' (n � -` - I 3 MIN. OPENING w 1 :lX BETWEEN BAGS NQTE ` �`� ~ � 8" - E ON TOP ROW GRAVELBAGS ARE REQUIRED OVER c - THE USE OF SANDBAGS. R. co — _ L L 1 ,� ? �� < L/ INSTALL 8" CONCRETE ANCHOR WITH - 4 - E 11'.• #4 REINFORCING BARS EVERY 10' OFloppillilill �� .+•'. ,. •�- VERTICAL HEIGHT OF DOWNDRAIN ' 66 1�""-"'"-- -� PROPSED FINISHED GRADE PO '"�' DOWNDRAIN AND.ANCHOR - . - se E T IAIIIIIII� 9B — ION E " " NOT TO SCALE NOT TO SCALE n DETAIL C -� DETAIL — SCALE: 1"=10' b' SECTION A'--•A' a GRAVELBAG VELOCITY REDUCER TERRACE DRAIN & DOWNDRAIN INTERSECTION 26 NOT TO SCALE Underground Service Alert NOT TO SCALE 3 NOTES FOR PAVE DRAINAG DEVICES: N c' 1 . CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3,250 PSI . CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL 0 r LAN IV 1 IV O ■ DESIGN ■ CONSTRUCTION CONFORM TO SECTION 2621 OF THE UN I FORM BUILDING CODE. a_ CALL TOLL FREE " " _ LD03- 134GR 00 1 800-422 4133 EPM�ROAD sun 400 2. REINFORCING SHALL BE 6 Xfi W 1 .4 X W 1 .4 WELDED WIRE MESH (W.W.M. ) OR APPROVED EQUAL. TEWCIJLA,CALFOFIMA 92.'.�1--467"a LDO 1 Q94GRCONSULTINC3 WX.M.eo42w FAX W9-676.724a www.RBF.=m 3. GROUND SHALL BE PRE-WETTED TO Tl-E SATISFACTION OF TI-E BUILDING OFFICIAL OR ENGINEER PRIOR TO PLACEtiENT OF CONCRETE. MOISTURE LOSS — o RETARDENT SHALL BE USED WHEN REQUIRED BY THE BUILDING OFFICIAL OR ENGINEER. Q TWO WORKING DAYS BEFORE YOU DIG LDOO-21 OGR c� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�0 F E S S Jp�, DESIGNED BY DRAWN BY CHECKED BY Drawing No. o '�� JT JT MT RECOMMENDED BY: DATE: 4 11 C I TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 6/14/01 RBF 1 LOWER SITE 2.0 / T-30-81 EL= 1083.725 �p 0• YAN F,p `^� T_ HORIZONTAL N a° Contractor 4 03 RBF REVISED DETAILS 7 /7l 1/2 BRASS DISK IN CONC. FLAGPOLE BASE. y�` r a Plans Prepared Under The Supervision Of ROM THE INTERSECTION OF FRONT STREET AND � ACCEPTED BY: DATE: f o CHRIST THE VINE LUTHERAN CHURCH RANCHO CALIFORNIA ROAD 1.0 MILES NORTHEAST AS SHOWN A No-60132 ,o — �- /!s o 3 DEPUTY D I RECTOR OF PURL.I C WORKS C - 2 I Inspector ON RANCHO CALIFORNIA ROAD TO THE C Exp• 06/3°/04 '� OHN D. TANNER III Date RONALD J. PARKS PARCEL D OE LLA NO . PA 98-`0054 < INTERSECTION OF RANCHO CALIFORNIA AND MORAG - s ROAD; 0.2 MILES NORTH ON MORAGA ROAD TO THE VERTICAL r' ClC Date Completed TEMECULA UNION SCHOOL; 1 FOOT EAST OF THE �E� R.C.E. No. 60132 Expires r es 6-30-04 R.C.E. No. 19744 _ Expires 9-30-01 ''> ;98a DETA I L SHEETFLAGPOLE. N/A p� c�� pPA99-0124 SHEET 2 OF 5 DATE PREPARED: 08/14/00 "�` CHURCH 'SITE' SEE DETAIL "C" ON 15 OPTIC•L I NBESR o 1�"h 1 '` 1 FUTURE': L.D.S.. SHEET 2 FOR THIS AREA 1 �►�, 1 1 PROP. TRASH ENCLOSURE N \ r , BY OTHERS) EXIST. 48 s OR AS RECl1IrIED 8Y 90IL5 ENGII�EQt 1 \ _ ... �,PERw ARCHITECTURAL PLAN I . GARA • XIST. � .-� ...... - RCP S.D. ONSTRUC I N , \ L L -- -- .. . _._._.....,.,�Ic �... .- . . _ .... ..., . ..... IST. 4 � ,- - LOT �� T���7 �\� � . .� � � —.• R ARCHITECTURAL PLANS (D 4" THICK CONCRETE SIDEWALK PER CITY of TDrEGLA sTD. 401 1 17 6 N 1 \ E:WALK \ -== " d -' CONSTRUCT fi TYPE D CURB PER C.O.T. STD. 204A SID 2 2B CONSTRUCT 5" TYPE 'D' CURB PER C.O.T. STD. 204A 0 1 ,, 3 CONSTRUCT 'A-6' CURB k GUTTER PER C.0.T. STD 200 CP N ��' i .. �,,.' 4 CONSTRUCT 1' WIDE CONCRETE STEP r �►n '�,,, e�`r �► .. rl. .r. NAT 5 10 00 W 409.35' a■ 4�•-.:. 5 . .. ... 5 CONSTRUCT 4' RIBBON GUTTER PER C.O.T. STD. 210 k 212 rn 'Cr W t�°'cr ��' \ FILL ,.-. - ._. .. • gp �;�. 6 CONSTRUCT 3" A.C. PAVING OVER 6" A.B. CLASS I I �,� ,,,,,,,� 2 1 ___ �- ---- _.. 74. �-n •p 7 CONSTRUCT 3" A.C. PAVING OVER 8" A.B. CLASS II* n - -71 T o 9"; T ION v' � .,,._.. '..�,, < � / °1 8 CONSTRUCT 5" CONCRETE PAVING OVER 4" A.B. GLASS 11 PER DETAIL ON SHEET 2* -rn < .-, �.� < � 1�' '� ,�. 9 u' CONSTRUCT DRAINAGE DITCH "TYPE B" PER C.O.T. STD. 304 (DEPTH VARIES PER PLAN) 16+03.11 WAY \ 3 0.52 1 . +Op C"ANTEMA f ' \ 2 3 3 _._. 4 82 .21 3 o 8 I 10 try o TIC 2 j � '1°� +. , p �p � a y \ 82 82 gg r 6 C 10 6 __ C - s 3 - �, 10 PAINT 4" SOLID WHITE PARKING STRIPE o F� \20 1 83 10 4 °a 2 4 10 < N -'' 11 PAINT 4" SOLID BLUE CROSS HATCH MARKINGS FOR HANDICAP ACCESS (2' 0.C.) I t^ 00 T 79 .50 T � ,7� ��- a I SYMBOL PER DETAIL ON SHEET 2 8 � � PARKING, 12 AI NT HANDICAP P NG C I N ,r, ,..,fi,. . a I r • �B $_ w , . � CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2 C 'W I �'° 7 8 P 14 CONSTRUCT CMLWIAL DRIVEWAY APPROACH PER C.O.T. STD. 207A wo5 59 W 7 g •3t c „y �` q, ,•, .gee 0 + 1 . 5 N• A KEA 8 \, 21 , 7 >` �` C� � ,:. 7 � , � 3 � ., 15 TO BE REMOVED k RELOCATED 14 15 8 DR I v } 2 a� 1 . w REMOVE k DISPOSE OF PROPERLY 24 WAY It� ao► 2 R I � o � 16 I I �.�► -a, 2.22 < ;,► ' -, ; 4 A9 g;1� $- Q= 17 PROTECT IN PLACE \ 6 wJ G � � 2 4 G �G 18 REMOVE EXISTING fi" CURB k GUTTER 19 < 1`\ TC fi 2 04 .1 i34. '"� 4 10 s _. C 0 ' �5+60 �, W TC FS �.. _- ... ._. ,.� 19 SAWCUT EXISTING PAVEMENT 2 k FEATHER TO SMOOTH TRANSITION ` �VC \ °.F° '"J' 's► TC• t `, •6 ` 11 ... 2 .. T? _._.__ _..-_.. ._^.... , \`'�° 75.5 L ,� 20 INSTALL STOP SIGN R 1, PER CALTRANS TRAFFIC MANUAL ll gg 7 -� 21 APPLY STIC "STOP" AND LIMIT LINE \ 3x 4 4 n 1 PER FIG. 6-36 k SEC. 6--02.11 OF CALTRANS TRAFFIC MANUAL 4 •-' \ Al, ., 84.84 FF 85 . 6 AREA - _ a - 4 3 V�F� 'c 7v Q INSTALL 12'x9' GROUTED RIPRAP I \ ax to T < AD 85 1 - .� __�- ,.• --�C INSTALL 0.6' THICK No. 3 RIPRAP OVER 4 CL. 2 A.B. o� � � . OVER I \ \ 1 g ` • .:. : ._ .. . .._. -� � M I RAF I 70OX FILTER BLANKET - ? < 13�V7��� `�, t 2@ CONSTRUCT UNDERWALK DRAIN PER C.O.T. STD. 302 \ 1 �f- - �' . � � -', _... . , ,,� CONSTRUCT MODIFIED UIDERWALK DRAIN PER C.O.T. STD. 302 ( .0 WIDE OPENING) �� � 3 2 NG n TRUGT- SILAS INA A= PER BEFA 1 1= (04 61 FF NO 2 m � I \ 4ti .�► r, 2 10 0o/ 0 to ' �? PXD 0 rn 7C1 t^ C� �. • �ti r, r p -r < y 4 �� In y ' C 7C O J► ( �..., J -- F ;f 3 to m Imo'' If c TC 2 TC 3 rn .'' 1 TC +� I 1 ! X I p ....-.-.. __._.... .-, •� ' ..- � � Doc ...r - I5. ti ...... .. .. 00 b _ N I SWR LAT ' All ,r j LSDoo CC) �,,, G\ FS _ •. _ � �l 44 44 , �.• .. 22 ` -- C� 3 o • `(f 7 34 34'140 00 4. 2 8 10 24 \ �, \ �j. 1 8 81 0 - cS� _ s o , / ,o r � f \ 53 I20' L lelp k t.f� 1 -,`f00 •pS \ \ i, t 10 fi a C- 1 � C la ---- : ( PAD) �__ r �► v w 1 .5 1 TC �f a , \ (PHAS E I d. _..1 , .7 0 C LI `� r- - _ r t _ 1 cn U W a Q O �4 � r ,y i I �� • k FA\9 8 0 0 54 Z ; C"I LIA(V c , _._ 00 N .. \ GB I I 4 J f f K 14 INsT 0 0 111- - I OII&f, v iFS 3 a TO � V X 55 �. Y9 NW W 4 /� \ ,'d „ , �' ` F �.. �. • �q pIV '.�i. r I, ' LL J,L;3E \ •. ` .. 4 X - ` _ _ S V Ilk R ^y I ^ G 1 I XIST. . 1 SLOPE PER LDOO-216GR v 1 . 1 x \ IPA G O o� 1 c � '�� I 1— to ca a _ \. .J x I \ U i .... ...�. o1 � 6 4 d . . \ Lgbo _ CUT --- -- -! 2. 1 � • 1 • N i . . - h � FI Z � rro6 0 0o W W►— •— ;r, NA T T 2: 1 `` CUT 83. 1 .9a, �. 1 + (,Q I '� k T h N05* 10'00"W 447.61 ' NAT w 1 �• h LIMITS OF GRADING I ' 82.46 \ �'• P/L TC M RETAINING WALL to ' cv U U I ►� °° °� FOR GRADING IN THIS AREA - - o O �O SEE LWO-216GR 00 W / • 1 -SCALE: •=20' a Under round Service A I e tE / � �� � � JCL. � 1089 / 0 © LLA IN 0 , FA 98 -00�� � rLANNiNO ■ DESIGN ■ CONSTRUCTION / 20 0 20 40 60 CALL TOLL FREE + LD03- 134GR co 1 800 422-4133 ���,� :�400 11\1 S7. N 0 , 1373 100 , R , ( 4 - 9 - 98 ) 0 ■ ■ ■ �- �CALr-OF"A 92�467s / GRAPHIC SCALE LDO 1 -09 4GR 0 CONSULTING 900.679.8042- FAX 909.676.7240■ www.R ct m LDOO-21 OGR 0 TWO WORKING DAYS BEFORE YOU DIG r DESIGNED GNED BY DRAWN BY CHECKED BY 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCH MARK �pFESStp Drawing No. SCALE �'�! T JT MT RECOMMENDED BY: DATE: � - a� C I TY OF TEMECULA DEPARTMENT of Pt1BL I C WORKS f 6/14/01 RBF LOWER SITE 2.0 ADD RET. WALL, -30-81 EL= 1083.725 ��p 0• T AN C J 00 Contractor REMOVE HAND RAILS A ENTRANCE 2-1/2 BRASS DISK IN CONC. FLAGPOLE BASE. HOR I ZONTAL ,�`� r _ PJ oas-Prepared Under The Supervision Of o OM THE INTERSECTION OF FRONT STREET AND �. ACCEPTED BY: DATE: ¢ 1� CHRIST THE VINE LUTHERAN CHURCH C 3 4/03 RBF ADD LANDING, REVISE BROW DITCH 7 _ .. _ ON11-11 ICALIFORNIAROAD ROAD TO THE NORTHEAST AS SHOWN / Ci Date: �(� O DEPUTY DIRECTOR OF PUBL i C WORKS Inspector AD RONALD J. PARKS PARCEL D OF LLA NO . PA 98-0054 INTERSECTION OF RANCHO CALIFORNIA AND MORAL VERTICAL L l` �� (�/j OHN D. TANNER III _ 00 ROAD; 0.2 MILES NORTH ON MORAGA ROAD TO THE 'r �� f,.; iva>a- PRECISE GRADING PLAN �. Date Comp I et ed TEMECULA UNION SCHOOL; 1 FOOT EAST OF THE N/A f OF C A`\F� R.C.E. No. 6Q 132 Expires 8-��4 R R.C C.E E. mo. 19744 Exp i r es 9-��1 •,�„ SWEET 3 pfw j • FLAGPOLE PA99--�124 DATE PREPARED: 08/14/00 I �I. � I 1 FUTURE' L.D.S. COLM SITE _.. ,` BY OTHERS EXIST. 48 .... ,......,..... RCP wnw .rrw..�...Y r-*M.rw+i.rrMw+rn r.w.rwwrrrww w...rrrwwr.awwi �Mr rN.rr.w.ww.,rn"'•;.. ••wMi�.•.r.r...ww. awrr•Mr.wrrlrw .rl...wrr+...rr .w....,r.Mwlrn..,.. .,n.�.ww •war w...+r..ww�.ww�.h •ww�wk�Nrrrr�w• rrw.wlrr� ..... .r..rwMww..w �.rM. r r ., 1 . 1 . LOT 80 TRACE' NO. 2 85 1 0 1 NO, ' ...... .. ..... . EXIST. TRA�1 ENCLO�' EXIT'`. SARAOE PER 162.3d' n._.•..-....... . ....• ARCHITECTURAL PLANS 0001 Ali 1 " PER ARC,`HI TECTL RAL PLANS wit`4 1 •� 102. 18 D R f L N "05 10 00 w 409.35 . 111111 'cr 10 - - ..� ... .. D v+t `� 2: MAX FILL ��' ;r, ;� N05 10 10 w 337.34 ' F I LL 6.75' • ..r•..• rl.rrr. " - w 1 , F� ...._ .___ ...w.. ... .�._.. ....... 2. 1 __.._ ...r.., . , ' J L73 • L36 rt L33 N 1 - 9 9 r7 � w ,� IC*4 U-1 ` J TYP. � `� J --� J a TYP• x t 4, z 1 r a t'�. q m ,G� C20 C 19 C 1 t4 '1 / 9 I 1 1A IF. 1 1 , rrrr_wrnrrr_ ... -rrrr•al rn - r C•"" WAY 90' o' 90' o' e 1 ' IF. - w i rl • w t 1 � , , ` w I LINE DATA DATA • 04 ,t d�D" 27.o0 $ N cV '� r ' ND. BEARING DISTANCE ND. DELTA RADIUS LENGTM DRIvEw p K 77 f CEO.�' �' mommomom� 63' , tjai �, 1 J► +- ' G� L 1 N05'09'59"N 16.83' CI 94'OQ'33 N 16.00' 26.28 • ` t L5 (;4 „� L41 4 1 L2 I�4'SQ'01"E 13.00' C2 90`00'00" 5.00' 7.85' µ r / • • w • / • v_ � 4 t� L3 N050 09'59 9 720.00 C3 901,0010001, , 0 5.00" 7.85 '�' . L4 N84 50 01"E 13.00' C4 19 58 24 32.00 11.16 i TYP �' 9 O, a► L5 N05"O9`59»N 24.94� C5 115.01�36" 3.00/ 6.02 c ► , . ._.._...•., TYP. L6 N50 09 59 N 12.27 C6 120 00 00 1.00 2.09 ` �k J J L7 N39'50'0116E 63.00' C7 60'00'00" 7.00' 7.33' r,. L8 N50'09'59"9 16.20' ce 155'01'24" 32.50' 87.93' 1 w i 1 a,:,:, 1 t z R 4.. 1 f.. f' d` $' L9 N05 09 59 9 4.00 C9 90 00 00 15.00023.56 ',T,. • `� �O G� 0' L 10 N50'09'59"9 14.05' C 10 180`00'00" 7.5C1' 23.56 I w �'' L 11 N25'11' "w C 11 180'00'00"' 7.50' 23.566 PA 1 ... 23 20.5s r w . 1 ' a, � ` , � -,, �':.,.` , .,,.,.........._...�w:� � $ SAS J . � L12 N50:09�59»N 1.54� C12 37.13�01" 32.00� 20.791 I r �•" �6 L13 N50 09 59 9 1.50 C 13 208.02 15 56.00 203.33 b L 14 N64'48'37"E 24.27' C 14 80 49'13" 7.00' 9.87' L69i M C 15 180` '00"' • L15 N25 11 23 � 9.73 00 5.00 1S.71 . 4 �b ,�'1 A' r Z L 16 N64'48'37"E 75.00' CIO 180'00'00" 5.00' 15.71' �. ..........�... L 17 N64`48'370E 5.00' C 17 90'00'00" 8.00' 12.57' - � .►� � • • M • • • w • • y�.l► gr t ;d� ` O Ltd Na4.48�370E 10.00� C18 178.25�15" 4.50� 14.01 ' mg ' �► �� �,` 1 L19 N25�11.230w 11.00� C19 180.ao�oo0 5.00� 15.71 c • • r M • • r M • , I (R) 4' �► 1 •' n L20 N25 11 23 N 11 .00 C20 180 00 00 5.00 15.71 1Q/ � .� L21 N64 48 37 E ad.00 C21 90 00 00 5.00 7.85 I A 9 , 4 r , � � - �' �r � L22 N25'11'23"9 13.00' C22 83`1 d'44" is.00' 23.27' �•� N X I _y R ,`` • 1� R �, 1 '�* �. •" L23 N25'11'23"N 13.00' C23 135 00 OO 3.00' 7.07' err L24 N05 09 59 9 15.08 C2 90000,0004.00 6.28 0 AD 2 �' r 4 ' 1 5 IN84 50 1 C25 104 17 35 4.00 7.28 � t' 4 � ` 1 � �� owe � 1 � • •0 "E d.00• • . 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L37 N840 50'010E 11 .0011 C37 15.10'540 100.00• 26.50 1 .-- �1 � 9 •� � , ' t � �6� N b L38 N84�50�01"E 11.00� Cad 15.10.54M 94.00� 24.91 EXIST 6" ova `� L39 N05 09 .% 9 14.66 C39 32 37 51 150.00 85.43 ON SWR r- ! t, �` � �] L40 N39 50 01 E 45.38' C40 32 37 51 156.00 88.84' N CL ,•,,co �,�, T .. b ` `; `�t t�i► 1 L41 N05'09'S9"w 12.419 C41 20 o 06 f 00" 30.00' 10.52' -7 L01 r , . .4 . p ,� 6 c0� �J �' L42 N84'50'01"E 14.00' C42 20 05 00" 24.00' 5.41' � �� 44 75.97 R ! � 10 V6 L43 N05`09'59"w 63.00' L44 N84 50 01 E 13.02 ��. ,p �j L45 N25'11'23"w 11 .59' : '' �, L46 N64'48'37"E 63.00'PcL, D L47 N25'11'23"9 13.00' 8 wow y • '"�"'"'" """" \ 1� �. LAM N25'11'23"9 13.00' -� 14• 12' B' I 10' • LLA PA �" L49 N64*48'37"E 12.52' G o INNN- 24 L50 N64 48'37"E 77.48' L51 N25 11 23 w 10.81 w if 20 L.D.Z. INST. N 0. 1378 101 L52 N25 11 23 N 10.76 g No.Gem amomOR ( 4 - 9- 98 ) L53 N64'48'370E 9.00' • �Q L54 N25 11 23 9 1.739 1 1 I 1b L'55 N64 48 37 E 9.00 ool * 16.a2 L57 N64`48'37"E 9.00' . 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A H Z Oo r''1 • J b/y ,; r '+.•1 'tl N •+ 2. 1 MA: • • ... .. •� 91 - to NOS 10 00 IN 47. ... f 4 fit r � + N � � � •y5 4 I " � � I SEE LD99-251 dR Under roundService ce A I e " •t 1 , 1 N. r A.y f PCL, E p 0 , L LA N PA 93-0054 a�.•wrrr,rrnr■ ■ otarer�r ■ aatrrrRuarraN ,` k, /fit' 2C�! 0 2i0 40i g00 IL C&L TOLL. FREE �, INST. NO. 137D10 0 .R . ( 4",...." 9 - ,g 8 ) / GRAPHIC SCALE�I-8��-422-4133c � ■ ■ ■ �{. 13 O N S U LT 1 M IS 00M.M0i■ FAX NO.M.7240• WWW LDOO-2 1 OGR T1N0 WOWING t�lI� �C�lE `IOU DI�i �► CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CWCKED BY DrawingNo. SCALE ��OFESS10 JT JT MT REC BY: ATE' 4"114001 CITY OF TEMECULA OEF'A rmw w mm IC IRKS � T-30-81 EL- 1083.725 Wl�� O INN �� • C entr oct or 2-1/2 BRASS 01% IN COW. FLAGP' I NAME. HORIZONTAL r �, P I ans Prepared Under The Supervision OfMEMO! FROM THE INTERSECTION OF FRONT STREET AND �. 8"r• ATE• CHRISTa , _ __ .. __ _ _ o .. THE VINE LUTHERAN CHURCH .� �. RANCHO CALIFORNIA ROAD 1.0 MILES NORTHEAST AS SHOWN w t�.a01 ^� ,'� Z'L d DEPUTY DIRECTOR OF PUBLIC WORKS J C'� t�` ON RANCHO CALIFORNIA ROAD TO THEbc'. Od/30/b4 � Pot or: RONALD J. PARKS �•' ��•,� :�,���: PARCE`L D �F" LLA IVY . PA 98-C)054 INTERSECTION OF RANCHO CALIFORNIA AND MORAG VERs ! JOIN D. TANNER I I I a r < • ��,� ROAD; 0.2 MILES NORTH ON MORAGA ROAD TO THE TIOA�- f�l <<��� ��� h A HOR I ZONTAL CONTROL PLAN P F �0132 6-3 3-44 19744 3Q-01 � q TEt CULA UNION SCHOOL, 1 FOOT EAST OF THE 1 R.C.E.R C E No.. ,_„_, - -_ __ Ex 1 r R..C..E.. ob.. _Ex 1 r 4 I . Fu►GPOLE. N/A eF C�� p p PA99-0124 SHEET A OF 5 DATE PREPARED: 14/00 fb I II i I I I I ' III I II I I I I I i I I I iI I I I I I I . • i . . • � -- -.,- I .. - -- ,, ---mmmmm" � -- I �----. ... . � %% � . . \ . o ;, j.:. .�. FUTURE L.D.S. C LCH S 1 TE / I ., ­ ­­ ­- - - { / E Isrlr� iic `�s:�p. EROS N ' , 0 (BY OTFEIRS) '� ; , F. r r�• - -- .r••• ,rrrrrr_ f: �r.�r•.IIY•M• q•M• Iw Nrlr.ni�,www�rr �rlrl.r�• h 1 u , .: t ... .. ..... .... �...,...... .. ....... .. ..... .. .. ...-. .. ,` 3 1 .. .. ,t,,. ..`. .�"J ti 1. CONTROL IS REQUIRED FOR d�ADING1tATIONs DLIN10 .., �... j 4 Z d. `, +�..•.rwrr "...... ,..__r..rrr. ...1 II , \/+� �,, w ,, THE RAINY SEASON FROM OCTOBER 15TH TO APRIL 15TH. APPRO "d •� '� f�`i % LOT 8 L/ '.111 �.r'.'.r" r,-.,... ..w..,. ..aa•r.l,n•..r .«l ,.Wt ," 1) 1 �; • PLANS ARE REQUIRED FOR ALL ROUGH GRADING. 1ill k6 Zx,k�, "ti. � 1 .+Z ��I%, . I TRACT NO , 2 8 5 1 I•rvv:r.:.•n 1 ..^,.,-'..« ,,�.. y� IN CASE OF CALL PASTOR H. CURTIS LY04 I ` • '` t� '�`, � �08� �.. max. �I.,.-... ,I I 909-699-W3 OR 909-6SS-4709 it :,. ., .,w..:.,,.;� .w.. .•,....,..,.-.,.y.+w....r,..,,..ww.--.+,.+r.,..........-..�..�4.,-r.,-r....r+•"_. r' j/ • � rI t :4 ;�. •..�yam• .. ,,,....,.r,.,'.rr..rT�.....-.,,,�-­­ w:...l,...,:,.I',r•:......,.,r.,..,,rn,.r-4'�' ,r•.... ,rr .. .,.•,.....••...+._.'""...w.�. '^r T •---,'�,--y ,1 . \ � 0 % ,v;r.e.... . .Nr..,:.....,,.,.,.:.wro.. -•_ .+,•'r••w' "«-'��" ./•''f i+GN CIVIL ENGIN ER AILL L ION CONTROL wOIGC l \ � �. , �,,.,_. P ,1 ...,,,�. �.�.,,, �.,_.r~�»,.�w,�,�,r�,....n.,,M..��x,..:.,.�.�.......�...,..,.,,. �.__�_ 147 NsE THAT woR�c is IN ACCORDANCE,.....__w_,_-�... .. ��Ir1IT'S �.. 4 �,S � �,,...�.,.. 3 THE DES ­11, I .}.,.:. : CF GRAD I g - •_.mom I ANCE W I TH THE APPROVED PLANS IF r "`�^ _ it 01• REQUIRED). �r Z 1 2• . •.• AT 4. I AND W�ORI(ETRS FOR WORK SHALL !� MADE AVAILABLE w QU Nth 1 5 0 C0 YI 4 .3 a a+ VAX , BE 0 /. r , r „ ,. . MATERIALS SHALL :. I MG THE RAINY SEASON NECESSARY MA r ,. �I�S DUR cx� r �, 7 .; ALL . r r .n....., ,.'I. :r: 1 ... .. �, .,.... ..... , r..... I .. :!,.: r r. , r ; , ,y 1p 0 � � ,, ,.. , . ,.< r.. , , , �., /.• !� �1 iL.ABLE SITE AND STOCK I LED AT CONVENIENT LOCATIONS T ��. c G r, �.. ...�.�.,...,. ,,wW�4,.,,4r,wr, .,,, - �-, 26 ( 3 IS Y DEVICES WHEN RAIN - •• � � 1 "�•� ,,..,. . • ,- FA�i ON OF TEMPORARY I L I Tf ATE R�►P ID (�NlSTRUCT I •••• ' I pElt ' IINT. I ._... 7 � "I4, BE MOVED OR MODIFIED wITMIT THE APPROVAL OF THE _. 4' � 1, Q ' i CITY ENGINEER AND/OR DEPARTMENT OF PUBLIC WORKS. rn 4 1 r , L ` ` �.,�.. 609, 0 , , - 6 --#.-�� /, ry, w' ,,, r 6. r REMOVABLE PROTECTIVE DEVICES SHOWNI SMALL BE IN PLACE AT TW ENO I ` .rn kr l` 1 t ' �j EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS � 1 \ p r r 0' I I : �s ­r h. AM 1 4\ l 1 7. AFTER A RAINSTORM. ALL SILT AND DEBRIS SHALL !E PENNED FROM CHECK S$ „..,. . . . .. .. , .._..... ...._., ..,. � � _ `' � 40 � SILT FENCES, AND DE:SILTiNG BASINS. ETC. M F .., ,, .. 8. AWAY THE \ , . I I „� . _ .,, . .,, ,. ww` �• , -�,'•`�.` y °� GRADED AREAS AROUND THE TRACT PERIMETER MR15T ORA IM A - M.,. _ ,, FACE OF SLOPE AT THE GONCLUS ION OF EACH WORKING DAY X ..... .,�, . "...M . . -r__... ..... «- 1 SHALL TAKE NECESSARY .11 „w.,r ,. x. ( r.• u � Y Y. � r L ,:«,,.�..,, -.�,� ��� rn•y THE DEVELOPER SHALL BE RESPONSIBLE AND ONTO AREAS WHERE I MPOUNWD © y .� N WATER CREATES A HAZARDOUS CONDITION , ry ^_ I y . , ....., ... 4. � 1 rr yp AS GRADING OF INDIVIDUTA�L dtA�► EVC - �. .. , r l �.- y`• OESiLTING BASINS ARE TO G'ONSTRUCTED , % ... , _ _ COMPLETE . \ [ " -., `' AREAS ARE r'~. ��`. o EXISTING CITY OF TEMECULA THE RIGHT ro \ - r ;i. ( 4 1/. . / L - [ ' < 1 , .r•••" � �..' .. ...,�,,.,. - r.•� ,.., � 11• ENGINEER AND/OR ' .y c L. C ; ' TO . �. •` �``� ��� ETEIVTI BASIN MIAKE CHANGES OR MODIFICATioNS TO THIS PLAN AS DEEMED NECESSARY .r �, FF 8 5. fi �� Y. ALL/MyamI . ." T , . .„ :•` .''"..��" ION CONTROL (*L >• N I 1 µ-.�_w. PER Pw 97 of % CHANGE. ;t , w _ e _.....,. - 4 �`�� � �,� ``� � INFORMATION IS SUBJECT r ,f PAD 85.,.1 .,....., _........_. _» ` ... ,... \ � [ L '~, \ "'i, 13. EROSION PROTECTION IS REQUIRED FOR ~ACTURED SLOPES I i ` \ ,. ,.».._..__ �_.r_ 0 _._ '- TO PERMANENT PLANTING.. , x .J'' w...,._ __ . -,... .. �' ~"� �'', .K ••' PRIOR , a r ,.. ... 14 1 1' c / , - .�..,w. .,.. - d� AREAS SHALL BE MAINTAINED IN SUCH A STATE MT FINE ACIDESS SHALL K ; �- I 4 V1.I. / ..,..-....,.,._. ,. 1 [ �/ ti 1 `'•', (INCLUDING ACCESS TO NE IBHROR I .. , W .. ..__.., .. ..,.._-....._ ......1 .r r r r �'.. ,'. �. � ..,.._ . ....•._ - .� ``�.. � , � `'ry3�� � , '' �►-^ 1s. NO OBSTRUCTION OR DI OF NATURAL DRAINAGE COUJRSES OR EXISTING \ t �� 0-­-­­ _ . _a '`-'._ ,.< < t L ,/-, _..._,,-,...._.__.._. DURING THE RAIN..1 ;�.yW � ,,, �.,M __.,�.._._..,..,. . r .`�. � ,`� -; STORM DRAIN INLETS SHALL OCCUR RAINING UNLESS /� s ...... - t_,..,• ._ ....-_ ....« .._..._-_.,._»_ 0 _.... ..... APPROVEti . 'k � ,`� R' ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEET! i ,� _ ._ ....._R. 1 '" .� ».-.".- 1 ar`1 I ` / ''r Jam'J r'I . / 4� • `.I f wAND INSTALLED TO C Y SURFACE WATER TO THE NEAREST PRA • "''�--.��..,.�....w, � � �. � � ARR CT I CAL STREET '�1 .r I. k 1 •' i 1 � '/ i ­­­.,-­�'­ t r`' , 1 ) ..; lA .I .. t , -' ,, „ .. ........ ...... ... m_.�. ,.. ., ,� �� STORM DRAIN OR NATURAL WATER COURSE. "'� , 4 en ,,. r' 1 L , , �.,� . ._.�M..�.-...,,,. �..,....._.�.... �_. M.. _, _..- `'� vy� ` 'SUCH A NIAI�IIER THAT --' 3 r 11.,,, I', \ 16. THE DEVELOPER MALL CONDUCT HIS OPERATIONS IN r. • Ia• / - r ._' \It . �' ...- _._. ,. 'k INTO , d " e, ,• ' ; ,,.,r .....,. ,�' ,, � '.� •`', � � � `, STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR li 8 \ x �,'.>" _,,. 'L ; ' ,�,' .�: f- ��.._.., - - w w ` , ' \ THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF S . IF t- _.._ A'' ► , _ 'N �� I FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA ace - ^ -.r rJ . . .� �.� N _• . ._ . _ �..y 1 J' �.'-...,..,. -� 17. CONFORMANCE WITH THE .:,, . . ,,' REQUIREMENTS, .PAD 8 1 . ... K...w � � � � � ` REQUI OF THESE PLANS SHALL IN NO NAY N ,... / ,, r�" � . " 1 . ,- y't!. .•., `;� 'x '', .0 S 7� d REL I EVE THE DEVELOPER FROM HIS RESPONIS I B IL I T IES TO THIS SITE AND 0 ".111V� ' r� �•• ; �- ,..w,.w _ 1 ADJACENT PROPERTIES• TEMPORARY ERGS i ON CONTROL SF1011..L CONS iST OF ,� l BUT FACILITIES AND TAK INIG 51UCN1 .� ..r `,, 'x, MOT BE LIMITED TO CONSTRUCTING SUCHI Tit. . r .....+ r.,. .., �. 'T •'If' r.. . \ 1". WATER, MUD I ANo ABATE TER �..t+,�• 0 PREVENT, CONTROL.� AS NECESSARY T r'`� � MEASURE ARE • ..r w" _ . �' VA PROPERTY A RESULT OF THE ON DAMAGE TO PUBLIC AND PRIVATE TE PROPER AS i �' `w 1 AND ERGS I D rJ ,' tl 1 ( r r ��"" .." ✓' ^'' ..-.. ..• ._ `. l ti ti ¢ THIS rRVNL41 4 �.�^.. r. ..,._-� ,,,. .�.,. .- ... '.- _ '11 � \ CONSTRUCTION OF I S \' i --� 10, �. ` , L ,' - 1 t - 18. SLOPES PRIOR TO OCTOBF:'Nt 1ST SHAU BE TIIEATED FOR E1 TO" �_ \ `,: - ""� .�'��" ". ""► r '<r"' ,- 1 ' ', ` ` Q .-L CONTROL PRIOR oR To ocToeER 15TH. SLOPES CONSTRUCTED AFTER oCTOEfER 1ST i ,, ` r t ..fir.. 1 {; O C�1 .". - 1 , - J. Q �` ,,'- `. SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE 1 J'r i �' / ,,.. u - 1, ? ' e 1.. i Y rr" ., " ... .\ ...... "n'00767.1'.. .:F' ' 'r r ,. -., MEASURED IN INICREMENITS OF 25 FEET OR LESS VERTICALLY. 77, r t t r" 4 I. rw 1� x 1 A .�. "� j .'`' ,,,•� - , � f# "�*" �,, FILL AREAS, WHILE BEING BROUGHT UP TO GRADE AND DURINIG PERIODS Y ,�;' ii ` 1 ` ,.+ , ram,. A -• ..'. "y '�, r,��.1 v 1 ! i ` F I , r., - r.f { f i ' COMPLETION PRIOR TO FINIAL GRADE. SHALL BE PROTECTED BY VARIOUS �y "' , b F'` '% -'^ ! `' TO ELIMINATE EROSION AND THE SILTATION OF .. ~ L.r..J1. f �� t r� r.r .,..,r•r•' r' ... ,r,,.," - , i /gyp ( , (I tI'N7�/� •.• 4 r' 1 '`•{. 1 f r' rr ,,ran", dr s• t W f ! 4 '! K f \ r > ,} -' - / t ` } } ACENT AREAS THESE MEASLES MAY INCLUDE BUT x,_ ;~ y - i 3 `-t1, FACILITIES AND ADJ • 1 "" r 1 �- ,r... r f _ .-� -.} J) fr% r,.' y= ,,, a \ , t .�` SHALL NOT BE LIMITED T0: TEMPORARY DOWNDRAINS• EITHER IM THE FORM +; 3 (f ..,�'' ( i { t{ Ir- ' f i ; �, I OF PIPES OR PAVED DITCHES WITH PROTECTED OVTFALL AREAS GRADED \ Q f �'- ' :-- i \, , r," ,. y f AROUND AREAS TO ELIMINATE EROSION OF F ILL SLOPES BY SURFACE RUNOFF. ray i w r 1 � � t • •.....,... � ` ,� ` i f ^? �'V­-­ " �► t f ! y CONE INED PONDING AREAS TO DESILT RUNOFF CHECK DAMS IN TOE i "� , �` 1 x r' '` ? � ` � I � 3 OF SLOPE DITCHES TO DE:SILT RUNOFF; PROTECTION SUCH AS SAND BAGS ' le . '�, �',.,.� �{f � Q'', ''t ,, �/ 4`w,.:•.r" i r t f �� 1 AROUND INLETS WHICH HAVE NDT BEEN BROl1GHIT Ur TO MADE; A110 EARTH emummmmft. V Y, % i S r i r i 4 ;..., I � R ' me R damommim I / i . I I _ BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE � � ; % � t .�_ ')�[ - _ I OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE A v '4 4 �� �� t �' I I j 1 ?; FILL AREAS WHERE EARTHWORFC OPERAT I ONlS ARE NIOT I N PROGRESS. • I Q ti . l 4, \ v , � 1 4 f r I �' - f t r 4 1 1 ' N i - 4 �i 1` r� h4 y� h 1 ' �/L a J.X. f' Z 1 y q��r � i V1. \y r;' � i ,I r, , , r..,,,,,^y ( , 11 � ". 90. TOP OF CUT BROW D I TCI•ES, WFW:RE REQU I RED ON THE "� 94AL . r k >� ` 1 , (� 'e, -may-» i �/ . .1 ' "` ..", . I f . < 0 EXCEEDING TWELVE 12) FEET OF CUT MEASURED VERTICALLY. (A1. ,7 \ u t , s N o. A ,"9 .�,, `, - ; {1 r t ; I 1 i PRIOR OR T EMCEED . �;. .. I .. .I I , xI . 'i V. ', �, �LLA I ; x k t. St1. CLEARING AND T'0 AREAS THAT WILL RECEIVE ,,, ,, / 1 (} 1 j ( {} GRUBBING SHOULD BE LIMITEDOR � �. ' I 1 ,. .., k I NG. EROSION CONTROL MEASURES WILL BE REQUIRED TO �D - r ,3 k, '`', I �.... .. �..-... ti ! r j # [ s r IMMEDIATE I ATE GRAD .. A 1. 11 k PROTECT AREAS WHICH HAVE BEEN CLEARED AND CRUD PRIOR TO GRADING x. / 1 i rr ''' '�' •./ 1 .'` M"�'N.r. ~ ,` V r /� jj( ;'e 1., f r ! �_ ` ` `` ,a `� - r �' ; r t i OPERATION• AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE ,y V � ':� ,, r' } THESE M.,, , �. , .� RAINY SEASON MEASURE MAY INCLUDE BUT SHALL NOT BE LIMITED M. 1 `� ` f .i`. ) f t G ri. } `Yr ', .\ - i 3` `'•w"�.-w N Gb ,' .,- ..v r }!. !, y� .['/ } K I 1 1 C I a\ , r a W t• s \ I , - ;' i ( � GRADED DITCHES' BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE N- 0 � � Iry -. 1 � ,\.°'. ,,, PAD -.r._- , ...• ``. '',, ti ( ;: t/ Ik k' r i $ J` ! r ' V r EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. A CV e 1 � ,% 1 \ "'a '''t. ,..,,,,,................,, ., v j 1 [ ! k r t , f ;: ` I r } r ` e•t t 4 N 7Z. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE eK � g .. }r. \ 4 PHASE .I s s i ,� I �. 11: f ; 3, '� \ \ ..,.M. M 1. _ ;'` �; j DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND of) a r ,y ! \ 1 ,, o- r` % 1 1 , 4r r C 3 w ••• X) \ N,, w '\ 40 I i r W i NG CONISTRUJCT i ON. UPON REQUEST THE REQUIRED yy\ �, / ; OMISSION DICOVERED DUR A.� \ 1 V ti f J d i f...,J , \ R ,.... ,, ... �1 ,f 4 1 i t R {i \ �. ' >, -_ _'--. `' '��, M - ! 1 - f PLAN REVISIONS SHALL BE PROMPTLY SU�BMI I TTED TO THE DEPARTMENT OF PUBLIC ` � wy. a".,,m. .r Syr \ ' f I /�/ FOR APPROVAL 9 r 1 ._. ` t 4 r y , r1 i 9 WORKS • VV�/ ., 1 .5 .1•r ', '� �. .,.,y.,, 1, , ''1iti ,.\ 1r f 1 r f d { 1 \Y WWW , ,. ` '�� ,, '� ��.,.,._�..��-.. - ` ` ,+ . ' 23. ALL GRADED SLOPE AREAS S" OR IN I�EIAH'1` '! IItrL tE�55 I 1 \ . .` ,1 r4 ,,,,,,,,,,,,,_„ 1,,,.....r_ w-...;+,.,., r....,., ;.,, `.� 1 /� r 1 v. . I ALL l ``' '..\ '� '�, '.� ,",,, ,, -.._._..... 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L001�0940R25 C C1 hl H U LTI IV 0 PAX W967672 .can GRA� SCALE 4 • � � �000--2 � oGR I TWO WORKING DAYS TORE Y+CIlU 0IB 011.1011 DRAWN CHECKED BY Dr aw i nq No. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCH MARK SCALE Vol :S S I o,F OES I t`NED BY BY �• e� & x 1.ev✓E` S/TE' 2.0 ' -30-81 EL= 1083.725 �® . I '�! JT JT MT • DATE; 4#140 I T Y 4 F T E M E C U L A DEPARTMENT OF PUJBL.I C � Contr OCt or -1/2 BRASS 01% N CONIC. KAMW M. HORIZONTAL I ZONTAL �� O r��� P 1 ans Prepared ed Under The Supervision Of 11 • Z 01 h TE. 1 UTHERAN CHURCH g FROM THE INTERSECTION of FRONT STREET AND �» AOCPTED CHR I ST THE VINE L - � RANCHO CALIFORMA ROAD 1.0 MLES NORTHEAST AS SHOWN W Nb.W132 I s � Oats: 3 � � DEPUTY DIRECTOR of PURL i C WORKS �:: .� � xnapeCtor ON RANCHO CALIFORMA ROAD TO THE �. / /o0 �,�} RONALD J. PARHcs a; ,A T/..TATL.TA'■ PARCEL D OF LLA NO . PA 98-0054 I INTERSECTION OF RANCHO CALIFORMA AND MORAG VERTICAL �, ` �� J01-�I D. TANJNER III .. o ROAD: 0.2 MILES NORTH ON MORAGA ROAD To THE r./t r r �+ _ 9_3o-r�tre�••:::.ice:::::: ERGS I�N CONTR� PLAN Date I Ot � R.C.E. 60132 6 30-04 R..C.E.. ob.. 19744 x i r es �.. TEMECULA UNION SCHOOL; 1 FOOT EAST OF THE N/A E 1F C �� No.. Exp 1 rrt! E P �,•� PA9 J--0124 SHEET 5 CIF' 5 .. FLAGPOLE. . - - i I . I --- DATE PREPARED: O8/14/TV, jn} .M I I . I . O - . . I I I I � i I � � i i l � � i � � : II I i i i I i i � I I I I 1 I J I I I I : � i I I I I I I I I i I I I � i I I i I i i� I I I I I � I I I I � I� I � I I I1 1