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HomeMy WebLinkAboutParcel Map 23513 Rough Grading & Erosion Control ROUGH GRADINGPLAN GRADING NOTES CITYOF T E M E CULA 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIF. BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% DRAINAGE RANCHO VISTA a � SWALES SHALL 8E A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM I � OF 2' FROM TOP OF CUT OR FILL SLOPES, 3. MAXIMUM CUT AND FILL SLOPES = 2:1 o I I I I 4. PROVIDE 5 WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A COMPETENT SOIL SANTIAGO ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERTY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 SHEET 4 � DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF TEMECULA'S DEPARTMENT OF PUBLIC WORKS A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, � SHEET 3 $ ELEVATION AND LOCATION OF CUT AND FILL SLOPES. DE P4Rl01A � I I � I � 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS ALONG � TOP OF CUT SLOPES, I STATE HIGHWAY 79 6 � 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THEN � I I ONE FOOT, VICINITY MAP C � � i N.T.S. � ' I 9. ALL GRADING SHALL BE DONE IN 'CONFORMANCE WITH RECOMMENDATIONS OF -• � / THE PRELIMINARY GEOTECHNICAL STUDY BY LEIGHTON DATED JULY 191 1999, ENGINEER 5 7 �, I ,` /' TWO SETS OF FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING SOLUTIONS � / DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE FOUNDATION DESIGN 2165 CHICAGO AVE SUITE 201 / RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. RIVERSIDE, CA 92507 - j / � 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST TEL: (951) 784-0286 � I 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE FAX: (951) 784-0287 F� l � INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411. OWNER/DEVELOPER o� 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL GALLERY RESERVE PARTNERS, INC. � ♦ � �/ SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 31610-1 RAILROAD CANYON RD. 4, � � � / PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM CANYON LAKE, CA 92587 � 0 ' . EROSION AND INSTABILITY IN ACCORDANCE WITH CIN DEVELOPMENT CODE TEL: (951) 244-7713 PAR 1 D I 1 SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. CONTACT: CHARLENE KUSSNER LEGAL DESCRIPTION SHEET 2 � � � I I / 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN � I CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. Nl \ � +� I BEING A SUBDIVISION OF PARCEL 4 OF PARCEL LEGEND 3 ��r� 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO 8E PLACED, I7 MAP 24466 TOGETHER WITH LETTERED LOTS B TRACT BOUNDARY / ��i4s I I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL AND D OF PARCEL MAP N0. 8755, ON FILE IN -•r r-""-' r� � j I BOOK 43 OF PARCEL MAPS, PAGES 52 AND 53, SUPPORT. PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR TO OFFICE F THE RIVERSIDECOUNTY - CENTERLINE �/ � PLACEMENT OF FILL MATERIAL. IN THE 0 CE 0 E RECORDER, ALSO BEING A PORTION OF THE �g52 EXISTING CONTOUR � � PAR � r � / 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TEMECULA RANCHO, AND ALL OF TRACT 23513. 2 � / PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE INDEX -- - DAYLIGHT LINE / PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. PAR 4 ' I � � ' SHT 1 - TITLE NOTES � / � � � �•�� 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SHT 2 - GRADING (LOTS 192,3,&4) RIGHT OF WAY SHT 3 - GRADING (LOTS 5,6,7,&8) LOT UNE ��•' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO SHT 4 - GRADING (LOTS 9,10&11) ,.� / FUNCTION, ESPECIALLY DURING S70RM CONDITIONS, PROTECTIVE MEASURES AND TEMPORARY DRAINAGE AND PROVISIONS MUST BE USED TO PROTECT ADJOINING SHT 5 _ GRADING (PARCELS 1,2.3,&4) 5 PROPOSED LOT NUMBERS � ` 1 � � �•�'� ;/ / PROPERTIES DURING GRADING OPERATIONS. SHT 6 SECTIONS & DETAILS PAR 3 QTHER NOTES 1682 PROPOSED CONTOUR �.� 1 �I Q I � / � � ''� �'� 17, STABILITY CALCULATIONS WITH A FACTOR OF A7 LEAST ONE AND FIVE-7ENTHS(1.5) SHALL BE SUBMITTED BY A SOIL ENGINEER TO THE DEPARTMENT OF PUBLIC 1. LOCATIONS OF ALL SEEPAGE PITS AS SHOWN ON - -BSL- - BUILDING SET BACK LINE WORKS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. THESE DRAWINGS ARE APPROXIMATE AND PER SEPARATE PERMITS. SEE SEPTIC/SEEPAGE PIT �R�q0 ------ � '''"'�� 1 ''� � ��'"� � 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD TOP -. � SLOPE (2:1 UNLESS '''� ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH PLANS BY OTHERS. . � .. TOE `� ' OTHERWISE NOTED) NRESPECT TO MEAN SEA LEVEL) SHALL 8E GIVEN. IF AN ELEVATION WITH RESPECT 2. SEE CIN APPROVED STREET IMPROVEMENT � SANTIAGO aQ�'""'� ..--�'' TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, DRAWING No. LD99-097C0 FOR SANTIAGO ROAD, CROSS GUTTER WITH CRE5T�( VERDE COURT, AND BEL MONTE COURT WEST. �Uimp. � FLOWLINE W/ DIRECTION "'�-�__________________ ___________..._--------�" I I 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 3. ALL QUANTITIES TO BE DETERMINED BY CONTRACTOR � ���""'""'-`---------------------------------------------'--'""" I ' GRAPHIC SCALE PLAN AT 12" ON CENTERS OR ANOTHER APPROVED GROUNQ CODER. SLOPES' PRIOR TO CONSTRUCTION. �-���•• RETAINING WALL , goo o so ,00 zoo aoo OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE Gorr57'RUGT%Ohd "E?g aGdl�/7' D PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHURBS 4. ALL CONCRETE DITCHES, V-DITCHES, DOWNDRAINS AND O SHALL BE PLANTED AT 10' ON CENTERS; TRESS, 20' ON CENTERS; SPLASH WALLS SHALL PIGMENTED TO AN EARTHTONE a RIP-RAP SLASH PAD GoNsrf�vcT' Mon 1 Fi ED c u�o ocrrt,a or� o�t �5�E, 2 COMBINATIONS, 15' ON CENTERS, SLOPES OVER4' IN VERTICAL HEIGHT SHALL /COLOR. CONSTRUCTION NOTES IN FEET ) HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER � F CUT / FILL ,[� �3 CO MSl'RUGS' GU RB DU'T'L aT" FV 1Z D�'CA1�,.,ON�rj • (p 1 inch = 100 ft. U.P.C. CHAPTER 10.R. BENCHMARK DESCRIPTION - 1 EXISTING POWERPOLE- TO BE RELOCATED BY OTHERS - � � � APPROX. LOCATION OF FUTURE VIS Cogg"TAv�l `r41� D1TGN SER, DF A�� orl s�-%5rcc 2 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 'LESS SEEPAGE PITS EXPANSION 2O EXISTING STRUCTURE TO BE REMOVED AND DISPOSED THAN Y4" PER FOOT FOR A MINIMUM OF3 FEET.RIVERSIDE COUNTY BENCHMARK "7-27-81", 3.4Y MILES NE ON RANCHO CALIFORNIA ROAD FROM INT. OF IN AN APPROVED MANNER. LOT AREA TABLE EARTHWORK QUANTITIES APPROX. LOCATION OF SEEPAGE 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 8E OF FRONT STREET, 13' S OF 4' 2 BOARD FENCE, 2' PITS PER A SEPARATE PERMIT O3 PROPOSED SEEPAGE PIT SYSTEMS. SEE "OTHER NOTES" LOT# GROSS LOT AREA(SQXT) PAD AREA(SQ.FT.) EXCAVATION (RAW) 162,260 CY PERMITTED. WEST OF P.P. X1751190 SHEET 1. 1 45,844 21,005 EMBANKMENT(RAW) 90,124 CY DATE: 9/13/82 ELEV.=1230.562 � I � _ APPROX. LOCATION OF SEPTIC SHRINKAGE & SUBSIDENCE 25,136 CY 22, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 70 TANK PER SEPARATE PERMIT O EXISTING TREE(S), PROTECT IN PLACE AS PRACTICAL. 2 34,922 20,31:5 EXPORT 479000 CY COMMENCEMENT OF ANY CONSTRUCTION/GRADING, BASIS OF BEARING INDICATES DEDICATED PUBLIC O CONSTRUCT CONCRETE DOWN DRAIN PER DETAIL 3 40,437 22,130 RIGHT-OF-WAYS TO BE VACATED 261 19 831 NOTE: THE ABOVE QUANTITIES ARE 23. APPROVAL OF THESE PLANS BY THE CIN OR ITS AGENTS DOES .NOT RELIEVE THE ON SHEET 6. 4 27� APPLICANT AND HIS ENGINEER FROM THE RESPONSIBLY FOR THE CORRECTION OF THE BASIS OF BEARING IS BASED ON THE UNADJUSTED AND ARE BASED ON THE WESTERNLY LINE OF PARCEL MAP 8755, SANDBAGS 6U CONSTRUCT BROW DITCH PER DETAIL ON SHEET 6. g 69,145 31,660 APPROVED GRADING PLAN PREPARED BY ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, P.M. 43/52-53 OF PARCEL MAPS, 8 104,002 27,113 HUNSAKER ASSOCIATES. THE THE APPROPRIATE PLAN REVISIONS SHALL 8E PROMPTLY' SUBMITTED TO THE CIN RECORDS OF RIVERSIDE COUNTY, STATE OF � 1" COURSE GRAVEL U7 CATCH BASINS AND STORM DRAIN TO BE CONSTRUCTED CONTRACTOR IS RESPONSIBLE FOR ENGINEER FOR REVIEW AND APPROVAL. , 7 26,817 2� 6�g DETERMINING HIS/HER OWN QUANTITIES CALIFORNIA, BEING NORTH 03'4426" EAST. PER APPROVED STREET PLANS. 8 40,162 22,453 PRIOR TO CONSTRUCTION. 24, THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR , PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES 8O GRADED EARTH SWALE PER DETAIL ON SHEET 6. g 101,866 36,200 REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATURAL ENDANGERED RIPRAP ENERGY DISSIPATER AND FLOW SPREADER PER. 10 49,597 29,586 TOTAL PROJECT AREA 20.50 AC SPECIES ACTS, THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSfBLE FOR DIAL TOLL FREE ENGINEERING SOLUTIONS O DETAIL ON SHEET 6. 11 29,425 19,805 OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY .LL TOTAL DISTURBED AREA 16.39 AC SITE DISTURBANCES OR GRADING. 1 -800-227-2600 ENCiWEERINf3-LANDPI.ANNWCi-8URVEYIN(3-MAPPWQ 10 CONCRETE DRIVEWAY PER APPROVED STREET PLANS. P� 1 490 191 25,138 n 2160 CHICAGO AVS 8URE 201 O PAR 2 51,960 18,411 �, �D44 - 10106IR LDO5==wO64GR o AT LEAST TWO DAYS 90LUT10 NOINEERINFav�eIoe,ca azao7 11 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 6.BEFORE YOU DIG N more'(961)7840288 PAR 3 57,454 28 954LD01-7- 05!CSRLD04"w3O6GR R�-��,>y�z� � � 1 �. ooh !2 � 12 CONSTRUCT 5' BENCH DITCH PER DETAIL ON SHEET 6. P� '� 58,526 26,064 LD05�wO65GR UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA O � L040 7 " �3'�I C,F� LD99mi! 01 GR COl1/STRUCT/ON RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: �oFEssto Designed By Drown By Checked By , Drawing No. o� E 5 ADOED Tui rDITCN vrr 1-1 $ �3 5 g o / o-�,'����W Ab��9l� RECOMMENDED BY.-, � � �, DATE.• � �f� Cl T Y OF TEMECULA DEPARTMENT OF PURL/C WORKS Controctor Z' �9 �S «�✓�6Ep J�P�- ��P1Z- 5 9 Hoilionlo/ ��' Q tiCy�` / Pre ar Under Supervision 0/ __ �- / ti � ,� / P � P � ��i!/'frt--� DATE.• �i y lis s cZr-�/i sw �� @ �22�,�� � � 9/ � x z SFE ABOVE 1"- 100' W � z � � ACCE TED BY /ns ecto� 11 41 L � �xt'eND FIL-� ON Lo�rs I--3 59/d' a O, C 7 �' � � DOt9: � ���� RONALD ✓. PARKS 0� �F�AirlEIC, SA���o� � � xp, �-��-�� * M LTH AD171 GT DEPUTY D/RECTOR OF PUBL/C WORKS e,A,> .,,,,, ;:a:A p ROUGH GRADING PLANS �',, � �'.�� = TRACT 23513 & PARCEL MAP 29466 13010C5 aRE��ED SANTIAGODRAT A � p l � ti 1EE lmm� J1 m17 ;t)n mi Dote comp/eked /24/0%, S REVISED PAD & SLOPES ff � N/A Tf Or CA C.C.E. No, 43770 Expires 06/30%5 R.C.E. No. 19744 Expires o9-,�0-08 �'�':;N;s�p9� Sheet 1 or 6 2/4/0 PH DED REVISED GENERAL NOTESNINE r � ,9/.lojof eH �.�e w sep Tog Diiiiii N sfil• a tA401 0000� CITY . . -RACT ... NO ,, . 2351** 3 - ROUGH - * GRADlNG - . .-P- - .AN- GRADING NOTES ' • • ' y . '' • • • © 1. ALL GRADING SHALL. CONFORM TO "THE 1998' CALIF. BUILDING CODE, APPENDIX EHAPTER 33, AS AMENDED BY • r ORDINANCE 99--23: •2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE •1 x DRAINAGE SWALES SHALL BE A MINIMUM OF' 0.2•' ' DEEP AND BE CONSTRUCTED A'MINIMUM ,OF 2' FROM TOP OF CUT OR FILL SLOPES. • • : " 3. MAXIMUM CUT AND FILL SLOPES" = 2:1 • 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE- TOP OF ALL FILL .SLOPEt OVkR 5' HIGH. •• ' • TI5. ALL GRADING SHALL BE DONE UNDER THE OBSERVAON OF A COMPETENT SOIL ENGINEER WHO SHALL CERTIFYTHAT • ._� ALL FILL HAS BEEN PROPERTY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS .OVER 1' DEEP. - • . ' • •a. A REGISTERED .CML ENGINEER-•SHALL SUBMIT TO *THE CITY OF TEMECULA'.S DEPARTMENT OF PUBLIC WORKS A WRITTEN • CERTIFICATION OF.COMPLETION• OF ROUGH GRADING IN ACCORDANCE WITH THE:APPROVED GRADING PLAN PRIOR TO • ` ' ISSUANCE-.OF THE BUILDING PERMIT. CERTIFICATION SHALL BE.-TO LINE, GRADE, ELEVATION AND LOCATION OF -CUT AND FILL -SLOPES. `:.; ' 7.• PROVIDE A -BROW DITCH, DESIGNED TO HANDLE 100 YR 'Q STORM FLOWS ALONG TOP OF CUT SLOPES. ' - 3,1 .' • S: FINAL COMPACTION REPORT WILL BE' REQUIRED FOR ALL 'PILES GREATER THEN ONE FOOT. • 9. ALL GRADING SHALL•BE DONE.'IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL' STUDY • • '' BY- LEIGHTON DATED JULY 19, 1999, TWO .SETS OF FINAL COMPACTION REPORT SHALL -.BE SUBMITTED TO THE•DEPARTMENT ' OF PUBLIC WORKS WHICH SHALL INCLUDE„FOUNDATION DESIGN RECOMMENDATIONS OF.•THE PRELIMINARY SOILS REPORT. ' 10. THE CONTRACTOR SHALL NOTIFY THE•DEPARTMENT OF PUBLIC WOE�CS AT- LEAST 24 HOURS IN ADVANOE REQUESTING ''• FINISH LOT GRADE.-AND DRAINAGE INSPECTION. THIS INSPECTION MUST;;:gE APPROVED PRIOR TO BUILDING PERMIT FINAL ._;' • INSPECTION FOR EACH LOT. PHONE (909) 694-6411. �'�'�� s�►. ' 11. .CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL .HEIGHT AND FILL SLOPES EQUAL TO••OR GREATER THAN S' • IN VERTICAL HEIGHT SHALL BE PLANTED •WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND • INSTABILITY• IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION- 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION:' ' • '• a • 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE. GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS,, I 10 TOPSOIL, AND OTHER DELETERIOUS WATERIAL. • - r • . 13. IF 'STEEP SLOPING TERRAIN OCCURS- UPON WHICH 'FILL• IS TO BE PLACED, rr MUST BE CLEARED, KEYED, AND '';• �' ' BENCHED INTO FIRM NATURAL SOIL FOR FULL r-SUPPORT. -PREPARATION SHALL BE APPROVED BY A SOIL ENGINEER PRIOR t ' • ' TO PLACEMENT OF FILL MATERIAL. • � 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES. • • TEMPORARY DRAINAGE CONTROL SHOULD 13E PROVIDED 'TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT' PROPERTIES. • 15. DUST SHALL. BE. CONTROLLED BY WATERING OR OTHER APPROVED• METHODS. , ' . • 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TQ. FUNCTION, ESPECIALLY DURING 'STORM CONDITIONS: PROTECTIVE MEASURES AND' TEMPORARY DRAINAGE ,AND PROVISIONS MUST BE USED TO PROTECT ADJOINING ' PROPERTIES DURING GRADING OPERATIONS, �• N • . • 3 1, 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FNE--TENTHS ( ) S ' ,• °p ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30 , HALL 8E SUBMITTED BY A SOIL IN VERTICAL HEIGHT. • • 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ' ` . • ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH '• . RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUNQ SHALL' BE . • • GIVEN. •• o • 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA•ICE PLAN AT 12” ON CENTERS OR • -ANOTHER APPROVED GROUND COVER.: SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE ' PLANTED WITH APPROVED TREES, 'SHRUBS, OR COMBINATION THEREOF. SHURDS SHALL BE PLANTED AT 10' ON CENTERS; • 'TRESS, 20 ON CENTERS; COMBINATIONS, 15 ON .CENTERS.. SLOPES OVER4 .IN- VERTICAL ,HEIGHT SHALL HAVE PERMANENT n • IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10.r,, . • 20. FINISH GRADE SHALL BE SLOPED. AWAY FROM •ALL EXTERIOR WALLS AT NOT, LESS THAN 9" PER FOOT'FOR A MINIMUM • OF 3 FEET. . • 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SK41- BE PERMITTED. a.. • 22. ALL PROPERTY•CORNERS SHALL .BE CLt ARL.Y DElJNEATED IN THE FIELD 'PRIOR TO COMMENCEMENT.OF ANY � • CONSTRUCTION/GRADING. " 23. APPROVAL OF THESE PLANS •BY THE •CfTY OR r'1'S AGENTS•DOES NOT RELIEVE THE•APPLICANT AND,•HIS ENGINEER FROM " • - THE RESPONSIBLY •FOR THE CORRECTION' OF •ERRORS' OR OMISSIONS'DISCOVERED DURING CONSTRUCTION: UPON REQUEST, ' • THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED-..TO THE CITY. ENGINEER FOR .REVIEW AND APPROVAL.. • ' 24. THE ISSUANCE OF THIS- PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM IICJrTSAKER & ASSOCLAkTES • . . STATE OR FEDERAL WILDLIFE AGENCIES 'REGULATING THE PROVISIONS OF, THE CALIFORNIA OR NATURAL ENDANGERED IRVINE INC ' INLAND ,EMPIRE REGIONSPECIES ACTS. THt CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM m 2900 ADAMS STREET, SUITE A-15 THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. o • RIVERSIDE.OA 92604 (909)362-7200' PLANNING/ENGREERING/SURVEYING/GOVERNMENT RELATfOO (AERIAL PHOTOGRAPH ON JULY 80 1999 'GALLERY :HOMES • • � ,ANALYTICAL PHOTGRAMMETRIC SURVEYS, INC. 31610--2 RAILROAD CANY6N ROAD ,C• ' a I. TOLL FREE '647 MAIN STREET, SUITE 1A CANYON LAKE, CALIFORNIA 92587. • . •• ' RIVERSIDE• CALIFORNIA 92501 (909) Z44---7713 • FAX: ) 909 244-7714 �~ • • ' r • \ . (909) 686-5103 FAX: (909) .68i-,1826 • • • , 1=800 227m2600 • LEIGHTON & ASSOCIATES m YOU 41769 ENTERPRISE CIRCLE N., •SUh`E 1 Q • ; . TWO WOIeKM DAYS eEFDRE M TEMECULA, CALIFORNIA 92590•--5626 "CAtmaNwr IMip*m"l. Iftt tf,. URA Ce„ '(1909) 676-0023 FAX: •(909) 676--5123 • notlfiss only •thoso utltltles beton to the center-. There could be other u Iliti*s ' • •. p��sent at *w work !rite. The center wlllA& Lb04-WQG-jt Inform yoY of whom they wilt notify. • LD99 101 2t CONSTRUCTION RECORD DAT.E BY DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SCALE RECOMMENDED BY:• ' DATE: �/ CITY U F T E M E C U LA . . DEPARTMENT of PURUC WORKS w ao�Ess Prowling No. 12/04 PH ADDED REVISED GENERAL NOTES 1 ! RIVERSIDE COUNTY BENCHMARK 4 HupOL fs MWB MWB PRH Contractor "T-27--81", 3.4 MILES NE N HORIZONTAL '°y Q � � � Pfana epared Under The Supervision Of `y • RANCHO CALIFORNIA ROAD FROM r NO 5fteo 1' • • ACCEPTED BY: DATE: �l-e*lwr TRACT NO, 2 Inspector INT. OF FRONT.STREET, 1'3 .S OF "4 AS SHOWN �xP• 6/aoioe d 1 DEPUTY DIRECTOR OF PUBLIC WORKS f° 2 BOARD FENCE, 2'• WEST OF. P.P. �, Date' , . ROUGH GRADING PLAN I VER � ti� UL R. HUDDLESTON JR. � RONALD �;,1. PARKS � � • Date Completed #1751190 TICAL r� cam. . • •• . , • , o • N/A c"I- R.C.E. Ni .' 58020 Expires: �30102�,,, • R.C.E. No. 19744 Expires: q 3G f-� � T I T�L E S H E E Tli , l lD1 SH • A.P.N. 932--400 -03, 932--400-�04, � 932-400-�-11 EET.1_A_oF..� • LD99--101 GR .r IN t 1 IT 1 4 � `\�� 1� 1,5 1. � '•.q `� •.. .p�4L ^ 1. , • • - 1 E �V ti w y A. •rte .,� T` may,` '. � 0..,. ,'�. ^��• r , ti >Y r s,j' , , X .ter 4 l P a ` t• f' 4. t 0 w 1 K l t - r �, 1 .. r �\ , y 'ti r r' s' i '1 1 J.' r r' 0 h' 1 'r 'Y .1 q•• 1 ti 69 d. r .f .001 �a 401 jF t r , X, � \ A' 1229* A' ' 4, r` x i �► y n 1. b f 1 r 4.. - E , T r , t \ t, . 4 f 123b. ' 1 i 1 , rr f� 1 i� � !NIL Y 1 { 7� - 1 I H � r 4 •v J r�, 1 7 O \ 4 9 r , A , C 4 x .t L • 11ui ;� �- ui i% 00 CONMMUCTM NOTES 01' 1 EXISTING POWERPOI T0 BE RELOCATED BY OTHERS. -ui M 1 EXISTING STRUCTURE TO BE REMOVED AND DISPOSED 41 OF IN AN APPROVED MANNER. '`" .; C �. l PROPOSED SEEPAGE PIT SYSTEMS. SE OTHER NOTES �3 GE S E 0 - � j /►' - PE=i zoo.a� SHEET 1. /I q / I 4 EXISTING TREE(S). PROTECT IN PLACE AS PRACTICAL. a5 CONSTRUCT CONCRETE DOWN DRAIN PER DETAIL ON SHEET 6. kl- \ . 01 6 �j -011t - ,--,. CONSTRUCT BROW DITCH PER DETAIL ON SHEET S. ?6 2, .p--"I 7 CATCH BASINS AND STORM DRAIN TO BE CONSTRUCTED Q PER APPROVED STREET PLANS. 1 a GRADED EARTH SWALE PER DETAIL ON SHEET S. a. ✓� N 1 9 RIPRAP ENERGY DISSIPATER AND FLOW SPREADER PER DETAIL ON SHEET 6. E LA CREST 8kbE COURT 10 CONCRETE DRIVEWAY PER APPROVED STREET PLANS. i a E - 11 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET d. ..r a _ 12 CONSTRUCT S' BENCH DITCH PER DETAIL ON SHEET S. -R I EIJI ENC�IIVEERINC� SOLUT141Vs • T,,,, DIAL TOLL FREE BLEL GRAPHIC SCALE LD05�Q85GR 1 -800-227-2600 Ll L-1■ 40 20 40 Bo ,�� LD05-054GR 2W CHCA00 AVE 8UrM W , AT LEAST TWO DAYS JENGMERIN RYWEvE,CA.9o7 SEE CITY APPROVED STREET IMPROVEMENT BEFORE YOU DIG SOLLMONFAX -(9 � DRAWING No. LD99--097CO FOR SANTIAGO ROAD, ( IN FEET ) 1 LDo4-3o8G�R CRESTA VERDE COURT, AND BEL MONTE COURT WEST. 1 inch =40R UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LD99-101 GR CONSTRUCT!'ON RECORD GW rE BY REWS/ONS GW TE ACC'D BENCH M WIRYSSE Ste: �poi E s sro� DesIgned By Drawn By Checked By • Drowing� No. w ADd co�In voEn er.� a�r�:• ��s�� _ CITY OF TEMECU" DMAR7MMr OF �)c #VR�rS 4a ti� fti �� drrA�clbr lybir�gr►!hl =e C� = Abrar L#M rr -%#w tw7 Of SEE SHEET I I"= 40' A*Adit ACCEPW Br'' arr. AMr+elbr o, Cb-3���5w3ft Obte. AEPPI '" ° """'� ROUGH GRADING PLANS br xp. W. M H ADDI TO a�rrm► rnrP a�Avg Na�rrs /30/0SANTIAGO A �'r � TRACT 23513 /24/o S ISE ADS dt SEWS 'rf of C �1��♦ C.E. Ab. �,377Q Expires e9zio-zt2 R.c.E A& FOA14 rr (JIr-, f�,�aea ��II.I,..III.L_.L.I_.,__IIII_ _ ,� _ �. Sheet 3 of 5 2/4/o H ADDED REVISED GENERAL NOTESa