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HomeMy WebLinkAboutTract Map 30667 Lot 13-25 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, F APPLICABLE TO THE STATE WATER RESOURCES CONTROL BOARD NPDESTract 15 215r AND I �1°1p► 30667 GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 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 ading a n reciseGr 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 C� A MINIMUM OF 3 FEET. HAS OTS 13 TO 25 aP 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 15 � 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR ■ ■ STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED lif orni SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS n i aecuaState TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. L E G E N D 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL TOP OF CURB 0000.00 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TC THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S TR. 3D667-3 HIGH POINT HP SITE PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH , GRADING IN ACCORDANCE W THE APPROVED GRADING PLAN PRIOR TO I E ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. h FINISHED SURFACE FS 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. TOP OF GRATE TG 8 ALL GRADING SHALL INOF THE PRELIMINNARY SOILS BINVEEOS�TIIGATIONNBYRMALEIIGHTONTANDECOMMEASSOCIIDATESONS DATED 12/04/03. TOP OF FOOTING TF Jill1 VICINITY MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE NOT TO SCALE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF WALL TW RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN / ° �b CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF SLOPE TS 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 GARAGE FLOOR GF 0000.0 ° HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . PAD ELEVATION PE 0000.0 N0 � HIGH POINT PAD ELEV. -0. MIN. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. WATER SERVICE -----n �b 6" MIN. 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, S MUDSILL k I WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE -----� IN GARAGE AREAS I IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SILL IS 6" MIN I I SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAY tiryGARAGE FLOOR '_ I ro11P. 1011P. I WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. - - FLOOR SLABOVE (� AR s*** RI S I VARIES � B B � �; C I 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNT I L THE GROUND HAS SLOPE TR. 296392 '1� I ,k,k,k �) * VARIES ME) I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF - - - - LUr 12 STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN ,�,� GARAGE DETAIL I I LOT NUMBER 11 � I PAD PAD I MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. O A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL FF z z FF z �1 \ � b UNIT TYPE/ELEVATION APPROVE PLACEMENT OF FILL. �j; �' TR. 30667-a I � � � � I 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES A a I I ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING �$_ I I INVERT ELEVATION IE \ tie I z z AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 12" MIN. ABOVE PAD ELEV. I GRADING OPERATIONS. I :MM � � a I BACKWATER VALVES BW a lox 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ROUND OFF TOP ,- 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ENHANCED ELEVATION TYPE- EH \ P/L ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED 27 28 29 30 31 32 33 5' R W VI ENGINEER SOIL ENGINEER OR ENGINEERING GEOLOGIST FOR CUT AND FILL AMOUNT OF EXTRA DEPTH CIVIL FOOTING REQUIRED SLOPES OVER 30' IN VERTICAL HEIGHT. TYPICAL SIDE YARD DRAINAGE 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 71 INDEX MAP DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION EXTRA DEPTH FOOTING1 .7 (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO X X SCALE: 1 " = 100' WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 47 ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP GARGAGE DEPTH SECTION A CORNER CMEASURED RPERPENDICULARCTTONTHE TPROPERTY RLINE. GROUND SHALL BE GIVEN. Z LOTS INCLUDED FOR REAR YARD SLOPES GREATER VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS 43 42 41 40 39 38 37 36 35 34 THAN 5' IN VERTICAL HEIGHT THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES APPROVED PLOTTING CURRENT ARCH. ELEV. TYPE 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 1A 1B MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 1B 1E 47 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1C 1A COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2A 28 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 2B 2E R P/L PUBLIC RIGHT-OF-WAY. VARIES *** VARIES *** " VARIES *** fi" MIN. 6 MIN. 2C 2C 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 3A 3B FG FG E DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL FG BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3B 3E = EXTRA DEPTHA d6 N 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 4 R AGENCIES REGULATING THE PROVISIONS OF 3C 3D •�' �:.� FOOTING ��:� t ANY CLEARANCES FROM STATE OR FEDERAL PAD ELEV--FG STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 12" MIN. 12" MIN. 2: 1 MAX. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 55' S5' WHERE NECESSARY CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. CONSTRUCTION NOTES & QUANTITY ESTIMATE 55' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. �' NO. ITEM QUANTITY UNIT 21% MAX. MIN. 21% MAX. 2% MIN. o 21% MAX. SECTION C-C �1 LOT GRADING (13 LOTS x 50 C.Y.) 650 CY 1 2 3 SECTION B B SEE TYPICAL SIDE YARD DRAINAGE 3 �3 INSTALL 3" P.V.C. SCHED. 40 239 LF as �f- �f- SEE TYP I CAL SIDE YARD DRA I NAGE DETAIL NOTES cD � DETAIL NOTES o �4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 14 EA a O INSTALL fi" GRATE PER N.D.S. N0. 40 OR EQUIVALENT15 EA ■ CV ■ • • ■ W a TYPICAL FOOTPRINT n w cp 0 SCALE: 1" = 40' i w V) U W UNDERGROUND SERVICE PLANNING ■ DESIGN ■ CONlsTRUCTIpN SOURCE OF TOPOGRAPHY OWNER / DEVELOPER BASIS OF BEARING NOTE ALERT � z ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. US HOMES o 647 NMAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST CALL TOLL F 27W Y� N.ROAD,SUr E 400 391 N. MAIN ST. , SUITE 200 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN i 1 $DO-422-4133lEMECULA,CALFOFIPNA 92991-4679 RIVERSIDE, CA. 92501 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. CONSULTING 909.676.6042 ■ FAX 909.676.7240 • wwwPSF.com (909) 686-5103 AT OF PHOTOGRAPHY 8/5/98 (909) 817--3500 �04-i3 8 G R o DATEQ TWO WORKING DAYS BEFORE YOU DIG L004-046GR DESIGNED BY DRAWN BY CHECKED BY Drawing No. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK CITY OF TSCALE �aOI E S S 1 ppbRECOMMENDED BY: DATE: 17 4�} DEPARTMENT OF PUBLIC WORKS o 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��® 0, T AIVi�i� �� R. BORLAND, M. BOECK R. SCHAUBERT J. TANNER CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL `� o Contractor •� � Pians Prepared Under The Supervision Of / COUNTY BENCH MARK T-46-81 RESET 1997" r. z ACCEPTED BY: DATE: 1!z- �' T PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT r•, THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED w Na.601/0 Inspector °� E,,�p, a�3o�p4 � - Date: Jr Ze � RONALD J4 DEPUTY REPARKSCTOR F PUBLIC WORKS � � TRACT ����7 Q OVER SANTA GERTRUDES CREEK; 4.5 JOHN D D. TANNER I I I - NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL 1f7 C1 V j� ,�ti� _ - SPRINGFIELD PLACE - PHASE 2 0 Date Completed 06/0 RBF' ADD t lrl ON OF LOT 13, UPDATED ONCRETE SIDEWALK. tF 1��� R R.C C.E E. No. 60132 Exp i res 6-30-04 R R.C C.E E. No. 19744 Exp i res 9-30-05 ''f19 LOTS 13 To 25 SHEET 1 OF 2 i QVANTI TES ANo 1 NDEX MAP ELEVATION = 1097.163 N/A OF CAL , Y 1 12 Tc . PE=-1089. 1 a 1 5 �� PE=1089.0 I I 36 ^' TC _ 11 D � -- 97.82, PE=1089,4 CP'� C13 - 1 - I 87.0 `- - 2' TRACY 3055-1 1 r .. 2: 1 t? FG ~_ - - - 18.80' 1 PE=1088.7 � Ile I I 6 � I RETAINING WALL PER 87.0 1 -1 1 O �° / �G \ �`•-'. +� FG �.7 ` PE 1089.7 I I I I SEPARATE PERMIT FG 57.44, 7 TW I301 I 86.8 � ^ _ 2. 1 7 84.R TF I 0 _ o 1 2 = -� PE=1090.7 6 88.0 TW I 86.6 TW I 86. 85.9 TF _ •1� _ "�_ �' 83.3 TF 886 25 z � F 7 1 63 92' P =1 9 1 / �3`. - - 5 I I t �- 8e E 0.0. rN MA I L X US PER FS 86.6 TW z F '4 8 p5 - I I LANDSCAPE ARCHITECT'S 86 85.9 TF � 87.p 8.06' o, G PE=1090. .o �• o -�''� ` I I ALAN 85. 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FG s 1087 a FG L_ o ®co 85.4 ,t .5 .5 FG FG 82 75 TC 4 O FG .4 Q , T FG 6 1 , \ o 3 vii a� a� w .4 �-C / 87.0 / ' 0 1A -w o w j o 87.0 o z FG H "' C� � 3E io ter. R L 2.ox R 84.4 Ys N 3 10 FG NIS o �•B 0 '��jr 5 .69 IE - / 8B•8 ,_ 'tr F / 06.3 � 8 p 1 ��p �' y - G 8B•6 � o FG 1086. 7. 1 N FF a 1086 N � I �'3 85.4 2[7 TC - I FG 086.6 .8 © F TRACT $ - - OD � - o+e � z �' � ' 1086.0 z � FF 1086.5 _ M GF�1085.7 FG 85.4 � � �' BOUNDARY � PE-1084.2 °° 86 ? F .3 z PE - 1085.7 �, 1 .2 2$ .� 6 - cv�� 86 G ._. �t o Q - 1086 FG -Z 73.4 ' 2: 1 - -� �FGG l '3 0 ►t. .v ►� .4 2 87,0 - 86.4 FG o 85.7 I PE -- 1085 �� - Fey�, l _ o EI"1 FG 8 2:_ - - J �► � n1 85.7 EH e5.4 0 1 - - a, �? ,2 I FG 85.4 FG 5 �� r� 86.6 C - ►a 86.0 5 / FG 26 65.20' FG o � 17.921111 FG 86.0 �.0 85.7 � \ ao PE:=1089.4 .3 FG 5FG 85.7 z o o N'9 0 1 3 I FG cvl 1 $ K cD I �- p r/� o cv I� K /�ti 85.4 �--- o .4 N 9.29 $ * v ? o C ' 00 FG __ N 15~ o / . 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N0. 40 OR EQUIVALENT 0 :,'� *' •;r ' ►• •�: ,•`': "'` '- 18 NO N/A NOT REQU I RED UNDERGROUND SERVICE INV ELEV PER PLAN " =�_•_ - „ ,•-.,;,: 19 NO N A REQUIRED i p PLANNING ■ DESIGN ■ CONSTRUCTION CUM k GUTTER " " " ~ ALERT 3"x 4" REDUCER 4 x 4 x 4 TEE 20 NO LEFT SIDE NOT REQUIRED z 9" 6" iv 21 NO N/A NOT REQUIRED 3" MIN PVC (SCHEDULE 40) 22 YES N/A NOT REQUIRED CALL TOLL FILE 27565 l�Z ROAD,a�400 23 YES _N/A NOT REQU I RED 1-800-422-4133 �.A,oAL�A 92591-4679 ELEVATIQN RECTION A-A 24 No N/A NOT REQU I RED 1 0 CONSULTING 909.676.A042 - FAXW9-676.7240 - www.RW.com 25 YES RIGHT SIDE NOT REQU I RED L D0 4-13 9 V�R o PRIVATE DRAIN THROUGH PURB DETAI�,r 5" SLAB PER FOUNDATION PLANS LD04-04RGR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY / Drawing No. o scA� ��pF E S S 1 pN RECOMMENDED BY: DATE: �'+1i71� CITY OF T DEPARTMENT OF PUBLIC WORKS0 R. BORLAND, M. BOECK R. SCHAUBERT J. TANNER o HORIZONTAL ,�`� Plans Prepared Under The Supervision Of �� o Contractor ,y _ ACCEPTED BY: DATE. 17 PRECISE GRADING PLAN 2 LO 0 SEE SHEET 1 1" 20' •��32 'd Date: DEPUTY D I RECTOR OF PUBLIC WORKS TRACT 30RR7 Inspector c t or � �P• 6/�/� r.- p � JOHN D. TANNER III RONALD J. PARKS � YY -- q r VERTICAL sr cl r 1� ��! l SPRINGFIELD PLACE - PHASE 2 0 'j 60132 p• 6-30-04 19744 Ex 'fes;9 LOTS 13 TO 25 SHEET 2 OF 2 Date Completed NSA F OF C k`�E R.C.E. No. Ex ares R.C.E. No. pares 9-30-05 06/04 RBF' ^ov�TIoN of LOT 13 T =Q 1