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HomeMy WebLinkAboutTract Map 32437-1 Lot 64 Precise Grading I GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA Park Site . BUILDING CODE , APPENDIX CHAPTER 33 , AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES 215 T GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. t5 �p 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 ' DEEP AND BE CONSTRUCTED A Precise Grading Plan MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR ,� A MINIMUM OF 3 FEET. �� 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . TRACT 32437 -1 LOT 64 A . 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR 15 \ STORM F � , \ � GRADED BRALONG THE \CO \ DDIn City of Temecula , State of California SLOPES QER \N\ERICAEIGTOR THATARE ADENT ALL GRADED TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5 , ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER , SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL` / COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 15 16 w PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH R GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO Y LANE-- - - 10", ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, - T GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES . 7 . FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN j �, A ONE FOOT , 8 . ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ' PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 3NOT TO SCALE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 2 42 41 � TR CT 36 35 ' ' 9 . THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 BOUNDARY 011 6 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. �lLEGEND THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE , FOR EACH LOT, PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . Y - TOP OF CURB 0000'00 10 . CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION %' f, r '/ F'` , , ;/' ,' j { TO AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY r f f/lr ";. f ' ,F✓. �- FLOW LINE DURING THE GRADING PHASE, ' '' F r'`'' r �� � ' 25 26 43 34 HIGH POINT HP 11 . POST-GRADING ACTIVITIES SHALL INCLUDE , BUT NOT BE LIMITED TO , INSTALLING, WHERE APPLICABLE, GROUNDCOVER, TREES , SHRUBS, OR A COMBINATION THEREOF ( ff f '' y f, fi'�� . f r rr, 24 27 FINISHED GRADE FG IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS ff, \ „'f %,' % f ' 44 33 WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. - ;r;, ;f;%' f FINISHED SURFACE FS 23 12 , FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS % % ''' '` s,l,f, fJ fj' ` '%J28 ,,r TOP OF GRATE TG BEEN CLEARED OF WEEDS, DEBRIS , TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 32I fF "'' "{J STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN ;, ,, ,-,, f.,,, 22 45 TOP OF SLOPE TS MUST BE CLEARED , KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT, 15 1 29 A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL TRACT BOUNDARY APPROVE PLACEMENT OF FILL. 41 3_1 1 TOP OF FOOTING TF 31 13 , TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ( E '30 ��- - TOP OF WALL TW ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING i 14 AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURINGINVERT ELEVATION IE GRADING OPERATIONS. 30 31 14 , DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ' fir- GARAGE FLOOR GF 0000 .0 10 15 . STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS OI PAD ELEVATION PE 0000 .0 ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED Lij ' CIVIL ENGINEER , SOIL ENGINEER , OR ENGINEERING GEOLOGIST FOR CUT AND FILL4 32129 WATER SERVICE W SLOPES OVER 30 ' IN VERTICAL HEIGHT. z 18 , n" 16 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION SEWER SERVICE OF BUILDING PAD ELEVATIONS. 5 33 WHERE SPECIFIC ELEVATIONS ARE REQUIRED , THE ELEVATION 28 (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO17 DRIVEWAY ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT ` 49 GROUND SHALL BE GIVEN. - - 17 . EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS 10 34 PC SLOPE -~ SLOPE _ - OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES 16 - OUNDARY LOT NUMBER THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRRCTION ACTIVITIES, IF APPLICABLE. 18 , EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. = 3 } NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. - TRACE 19 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TOCOG35 ra BO, RY COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 31 NOTES- 20 . THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 40 PUBLIC RIGHT-OF-WAY. (now _�--�'"� EROSION CONTROL TO BE IN COMPLIANCE WITH THE ROUGH GRADING PLAN 21 , APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT ----��- °° FOR TRACT 32437 PER LD04-295GR AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS - WDID N0. 933C326388 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL - BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ' -r2 E TOTAL GROSS AREA FOR LOT 64, TR 32437-1 = 0.87 AC. 22 . THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 0a AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF43 1 , , ; ' ;;;r PROJECT LOCATION STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE ,A o CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 23 . IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL 0 RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE J w EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED , THE PROPERTY 100 0 100 200 300 OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO GRAPHIC SCALE DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT CD NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING a_ THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING rn SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION CONSTRUCTIONT TIT W OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE , THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR w DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE NO. ITEM QUANTITY UNIT � BEEN APPROVED BY THE DIRECTOR OF PLANNING. \i INSTALL 4" P.V.C. DRAIN PER SCHEDULE 40 152 LF \ o INSTALL 3" P.V.C. SCHED. 40 50 LF o �UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER3 INSTALL 6" SQUARE DRAIN INLET PER DETAIL SHEET 2 1 EA Q ALERT PLANNINGDESIGN CONSTRUCTION BASIS OF BEARING NOTE CD ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. LENNAR INLAND SOUTH CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 5 EA BUILDINGo AND SAFETY CALL ! F 647 N. MAIN STREET, SUITE 1A 40980 COUNTY CENTER DRIVE, SUITE 110 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST Q _ _ 40810 COUNTY CENTER DRIVE,sures 100 R I VERS I DE, CA. 925C 1 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN \ I NSTALL 6" GRATE PER N.D.S. N0.40 OR EQUIVALENT 5 EA REVIEWED FOR COMPLIANCE WITH TITLE 24 1 TEMECULA, CALIFORNIA 92591-6022 909 - TEMECULA, CA 92591-6022 ON A MAP OF TRACT - DISABLED SABLED ACCESS REQUIREMENTS I REMENTS ONLY > { ) 686 a1O3 (951 ) 719-3462 N0. 29286 , MB 298/86 89. Q > CONSUt�Tl 951,676.&042 ® FAX 951.676.7240 w vrww.RBF.corn DATE OF PHOTOGRAPHY 10/23/03 APPROVED BY: i TWO WORKING DAYS BEFORE YOU DIC NAME 0e DATE z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED Y DR N Y CHECKED Y J SCALE QROFSSjp RECOMMENDED BY: . DATE: C IT DEPARTMENT OF PUBLIC WORKS Or aw i ng No . 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ®. jar J . FIELDS J. F I ELDS J. TANNER v Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �� 01 A Plans Prepared Under The Supervision Of N COUNTY BENCH MARK T-46 81 RESET 1997" .� EASTERLY OF THE CENTERLINE OF SR-79 AT c� e� ACCEPTED BY: DATE: o� rFc AS NOTED .50132 PARK SITE Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE PRECISE GRADING PLAN L2 P ` f `' -- Date: 1�3) DEPUTY D I RECTOR OF PUBLIC WORKS c`� ��9 OVER SANTA GERTRUDES CREEK; 4,5' RONALD J. PARKS NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL s!' �'� JOHN D. TANN R I I Date Completed CONCRETE SIDEWALK. �,�� Cj�`� F Q ELEVATION = 1097. 163' N A OF C �1E® R.C.E. No . 60132 Exp i r e s 6-30-08 R R.C C.E. No . 19744 Ex �` i�ea:_ TRACT 32437-1 LOT 64 o / p i res 9-30-07 ''aNs SHEET I OF 2i I WENHAM WAY FIBER MULCH 12" THICK MIN. � ....1z POLYPROPYLENE FILTER FABRIC i � u.....e._; .. ..p.E'. ._, fix^.......: .._ I..� 0 ] CAST IRON GRATE a CONCRETE DRAIN BOX -�� � ill®Ilei � - - - - - - f-I III-I I I I- I O =1 f I- 1='' WAY 'I II i i 1=1 I I= =1 11=1 8 SEWER -- - i I II II IIi,, 1% FLOW LINE MIN. I tt i fl 1 1 i(- i = III, 0.80% ���, ,jos ml 1 .0% 0 0 0 0 01I- ©G� s ��'��' ��9 3/4" CRUSHED GRAVEL i o� 06 n`� I 8"WATER FILTER FABRIC WRAPPED OVER DRAIN ® ¢' O GRATE (CLAMP WITH S.S. STRAP) � R/W �� T 4" DIA DRAIN PIPE CONNECT TO � c� 18 B.42'�I 06. 19 121 .56' C}5,55 STORM DRAIN PER PLAN q, 05.42 b� UNDISTURBED NATIVE SOIL D SCO ® ��' 06.45 Q' k Q6'37 06S 56 06.56 FS ��° FS I 1 53' FS FS FS FS -- f (�� 1 \2 06.08 06.20 Q 06.56 l 3SQUARE DRAIN INLET DETAIL FS FS FS 77 I NOT TO SCALE 06.65 2,` FS 05.73 I 06 ) . � � � o ° � , FS �� o FS 05.3 OA cs+ l 04.52 TG _, 06.65 9 ca r' FS 5.80 1 FS 04.02 3 0 o 05.414 " I RS / ' z FS 5,\ - ®06.65 / S 5 FS ] 5 5 R/W 4 WYE AS REQUIRED FS // \ OS 7 FL OF PIPE 1/2" " SIDEWALK REMOVABLE INSTALL I 1 FS 1% TYP. 05. 3 r .. ` .56 PLUG �� " 1 FBOWL I NETTER 6 `� 1 I � I o // OS.65 1 \ ,.. FS I � � INVERT ELEV. 4" PVC FS I .. _..I I... ..... N PER PLAN 2 I o I s- 1Li 1% TYP. �, `� \ i `` v 1 105 ) I I I I 05.45 06.56 05.0 0 �- J^ I I FS-GB ( fi 1i 0 FS G, PROPOSED HARDSCAPE FS I � �} PER LANDSCAPE 1% TYP. ] \ ] TRACT BOUNDARY ;�} �� e} ;� 1 1 _ _ ARCHITECT PLAN cv I (SEE LANDSCAP ARCHITECTS (TYP) 1 INV ELEV PER PLAN J PLAN 8e DRAI INLET �° 04.41 CURB & GUTTER DETAIL HER N) 4"x4"x4" TEE 05/.25 FS � 3"x4" REDUCER � /FS PARK ' 151 .6 LF 1 0° ® - - - - - - - - - _ - _ _ - - - 3" MIN PVC (SCHEDULE 40) - - - - - - - o� 17. TYP. - I ►� S=0.84% o - - - - - - - - - 0 ELEVATION 105. 15 PRO SED HARDSCAPE o 04.2 aNOT TO SCALE FS cv� TRACT BOUNDARY l PE LANDSCAPE / FS 1 1/2" MIN. COVER 1 CHITECT PLAN (TYP) l I � y i X04 04.0 ] FS-GB - . un) 1% TYP. 1 9 g N z M ~� 1% TYP. ° SECTION A-A L . :`. - i .. ......i .a 04.70 03.59 FS NOT TO SCALE 06.85 TW FS FGB 03,94 IE-LP 04.32 FS �� 03.55 FS 03.09 IE 03.53 - � 03.82 IE 04. 18 FS 03.05 IE 4.o LF PRIVATE AIN THROUGH CU DETAIL 03.50 TF ° FS 04.40 FG 1 `s-g 04.40 FS 2% 03.68 IE-LP /2% 2 4.0 LF S=1 .00% 2 1 ° MAX. S-1 .00% _ `"' 03.90 IE MAX. 2 32 /1 r� r°� 06.85 TW 04.00 /� 03.01 I r® J `®' 1 03.50 TF I 03E86 HP ( IE L �� �9 R o RjW 04.55 FG 4.47 04. 14 FS ° ,- 04.40 03.21 -J PROP.RE TA I N I NG S 4.0 LF 2 0 03.64 IE 03.27 F 1 5 S W 04.3 . v WALL PER 04.08 TG 03.47 FS FS 1 I SEPARATE PERMIT o s 03.58 IE FS S=1.00% o 02 97 IE 1 r c� g 5' PARKWAY �° ` 03.70 TG �� a 3 02.72 TG "a 06.85 TW _ 4 .2, 3� s / x 8� 03.20 I E 5 03.25 TG p�k o ° 02.22 I E p`ti 5 TC PER PLAN 03.50 TF ❑ 0 `�` `� '�`� 02.75 IE 1 02 96 03.46 FS �Ca 12' IE PER PLAN _ _ 201 .48 2.96 IE 1E ® ® ® 2 12' @ 2.0% 03.95 03.82 12 ® 2,0% 2 212 2.0% ® � 02.83 12' 2.0% 2 �n peR p`g� 3" PVC R W FS SLOPE PER PLAN 4" PVC 0 0 p U W o U w O U W U W U W - p TC PER PLAN `y - ^ E° "" `y F- - t-- Rid' 1- x� o Z � 3'° PVCIE PER PLAN r. e- coo O' d- 00 Or9 p O�G ,n �C, �G o �' G REMOVABLE PLUG E ----- -- --- - o o -- 0 8"SEWER - - 0 0 0 0 0 0 0 0.50_% ( 6 3, WYE a I a IBRANDON LANE PLAN NOT TO SCALE M i - -- 8"WATER o c� I °\ Ln Li Li TRACT BOUNDARY J TRACT BOUNDARY LO 0 -P F® PC, SIDEWALK QE�e Y . , } IN I ;� l ��R 1 0% 0- 1 F � e� - - ® ,� � �4�R M i F s"° !"} �� �` 5 3" PVC w J I ] SECTION - ` . NOT TO SCALE LOCK HAVEN COURT WAVERLY LANE CONSTRUCIi Y O✓ UNDERGROUND SERVICE Q ALERTO INSTALL 4" PVC DRAIN SCHEDULE 40 PLANNING DESIGN CONSTRUCTION C.D I. O INSTALL 3" P.V.C. SCHED. 40 BUILDING a CALL TOLL F 20 0 20 40 60 O INSTALL 6" SQUARE DRAIN INLET PER DETAIL HEREON REVIEWED FOR COMPLIANCE WITH TITLE 24 1 40810 COUNTY CENTER DRIVE. SUITE 100 1-800-422-4133 TEMECULA,CALIFORNIA 92591-6022 O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET DISABLED ACCESS EOIJIREMENTS ONLY o TI 951.676.8042 • FAX 951.676.7240 ® w".RBF.cam APPROVED BY: GRAPHIC SCALE O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT o TWO WORKING DAYS BEFORE YOU DIGNAME DATE z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY � e � II' SCALE pFESSIp Drawing No . o Q�714 TAN J . FIELDS J . FIELDS J. TANNER RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS v Contractor HORIZONTAL ®. _ PI attsPrepared Under The Supervision Of ACCEPTED BY: '' DATE: /� o� T i 1" - 20' 60132 _..__..__ _ ��� c°C Inspector E SHEET -�__ Date: �� DEPUTY DIRECTOR OF PUBLIC WORKS o 9 exp. os/�/� JOHN D. TANNER III2 RONALD J. PARKS PRECISE GRADING PLAN VERTICAL �l GIV1� TRACT 32437-1 LOT 64 Date Completed 60132 6-30-08R.C.E. Q isas:: SHEET OF r N/A OF C K�.ZE R.C.E. No . expires R.C.E. No . 19744 Expires 9-30-07 r�°ks e N oQ� o- s