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HomeMy WebLinkAboutLot 14-28 Precise Grading I GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISF GRADING PLAN I CAROPE PROJECT APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. NDN F RIy1A oAo SITE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A RP 4 MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. CROWNE HILL ASTORIAti R CC 3. MAXIMUM CUT AND FILL SLOPES = 2:1. F ANCHO AURA 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. yip, RYA RAMI �� MGCABEa �'4' PAC 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL 4 o CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTIONPHASE 6 TRAC 231 3 F PORT FOR ALL FILLS OVER 1' DEEP. N04 \\E � SAN` PROAD �GO �R oa v fi. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN r d CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING w a Lff'vq 7° PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO UNE. GRADE, LOTS 14218 "- �y ELEVATION AND LOCATION OF CUT FILL SLOPES. plo PICO F T P ��'° o p 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP 0 CU SLOPES. Rr ROP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. � HW`(. 79 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PETRA GEOTECHNICAL. INC. (PROJECT NO 241--01) DATED 07-01--02 AND ALL TO SAN DIEGO VICINITY MAP ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY TRACT BOUNDARY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND _ NOT TO SCALE CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF / ... „! .wr .w. THE PRELIMINARY SOILS REPORT. le do PHASE BOUNDARY 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 241191 y HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ••w 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR / / • • GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN / ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN / ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. / t► 14 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, C+ DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. / / P.L. / • az 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, / / • C7 '�� AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A • J REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. Z 10. • 17: MIN. w 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGEo, LIT � * z STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER j► V= AND DAMAGE TO ADJACENT PROPERTIES. .► do 2 - 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �. -m w '� "' -mom 4. �, (� MIN. MIN. - laii IL 5' 290 8 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY �..•�►'� MIN. DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST mow ••• ..w. � ..�. ... ••� '~' •• � •. � � MIN BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. WYANDOTTE STREET 17, STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE • �� SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES • • ; h OVER 30' IN VERTICAL HEIGHT. was • w w r 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING ` S w ' �� • J PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN � i°' w• w. ,j • •.• 0. SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS o-r- , REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. °°`` ,F.f 28 5 �o? 27 26 N 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS V� 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. SHRUBS SHALL =- BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES now 400 OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION d0V ""'"' 11M DEVICES PER U.P.C., CHAPTER 10.R .�. .. .- �. �- -�. �.» -- 1 TYPICAL LOT .�� 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR DRAINAGE DETAIL, A MINIMUM OF 3 FEET. N.T.S. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. UNLESS OTHERWISE NOTED ON PLAN 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF SEE PLAN FOR DRIVEWAY GRADE ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 60 30 0 so 12v ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY GRAPHIC SCALE: 1"=60' SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. INDEX MAP 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT, 60.0' 5' P.L. on BACKWATER 49.0' 51.8' MIN. 5' 25. W.D.I.D. NO. 933S317203 VALVE CHART w � FOOTING EMBEDMENT 26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES _ ___ z MIN. o ■ LOT LOT -� 30 FL 2'* -� DEPTHS SHALL CONFORM F THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES ° ° TO 97 UBC SEC. 1806) 27. THE ISSUANCE O E MIN. FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL 14 N 21 N � .a a REQUIREMENTS I.E. 12" ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE m z MIN FOR 1 STORY AND R GRADING. o • 18" MIN. FOR 2 STORIES. APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES O GRAA . 15 N 22 N FL 3 16 N 23 N o MIN• k z EARTHWORK UANTITI ES: to . CL CUT = 750 CUBIC YARDS (50 C.Y./LOT) 17 N 24 N to FILL = 750 CUBIC YARDS (50 C.Y./LOT) 18 N 25 N 6" MIN. ,* 2% MIN. PAD ELEV. ao LEGEND 19 N 26 N __. 20% MAX. **2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2% MIN. CL - CENTER LINE - PHASE BOUNDARY n ----w - - WATER SERVICE 20 N 27 N PLAN 1 PLAN 2 PLAN 3 20% MAX. DF --- DEEPENED FOOTING SWALE FLOW LINE -- AIR VAC/AIR 2,891 SF 3.668 SF 3,962 SF • - DW - DRIVEWAY �"` - - RELEASE ASSEMBLY 28 N �� „TION FG - FINISHED GRADE _._. � _,._ -L _...... - SLOPE (2:1 MAX.) ..�..-.-.-�'---.-.-.-. - WATER MAIN P.L. N.T.S. � FL - FLOW LINE - LOT LINE -- TRUST BLOCK HOUSE PLAN LEGEND z s' S' w F.L. '- w FS FINISHED SURFACE - DEEPENED FOOTING- � � FIRE HYDRANT ASSEMBLY J MIN. MIN. J 15 10'OMIN P. z GB - GRADE BREAK - - « F------ GATE VALVE GF - GARAGE FLOOR 90 --• LOT NUMBER -- SEWER MANHOLE P.L. HP --- HIGH POINT PLAN 4C - HOUSE PLAN TYPE --..........- ;-.- -_ -- SEWER MAIN 30 FL 0 2' MIN. --MINIMUM FF=1109.67 FINISH FLOOR ELEVATION ------ - BACKWATER VALVE MIN �' �n °0 MIN. . TC - TOP OF CURB PAI 1109.0 - PAD ELEVATION ••--O - STREET UGHT FIL3. z 3 vel PAD ELEV. MIN. z FOOTING TO BE EXTRA DEPTH OF 2' PAD ELEV. ��`" �� Q M ,_.•, I BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING w NIIN. °:°� iFORE PLANS (TYP) �• .,�' �. - MSN 27: f:• j: , . Underground 2 1/27 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION DIMENSIONED ON * * PAD ELEV. - Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNS DEVELOPER: = * PAD ELEV. CL of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 47C MIN. 6� MIN. 29� MIN. �ti 2o�r MAx. 20x MA�c. PAD - .� 1 L D 0 4-010 G R d MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF A BOOK 159 PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES iTI4 `.� 29' MIN Call: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2Z56'23"W 40980 COUNTY CENTER DRIVE �„(%N • -sr 1 -800 OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 N.T.S. 20% MAX. ASTO R IA P HAS E 6 +1 tA 422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMECULA, CALIFORNIA 92591 N.T.S. LD03-281GR Q TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. 909 719-1464 Ul CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C O m pa n i-es PLAN SCALE CITY OF T s ESS/% AS NOTED pEPARTMENT OF PUBLIC WORKS Drawing No. w 2/17/04 TKC 1 LOT 17 REV. LOC. OF FOOTPRINT ,� ��� �''tiF PROFILE SCALE RECOMMENDED BY: DATE: 4ivi/101P Cri Contractors `�► ' San Diego Division e Q " 4 No.63947 5650 EI Camino Real, Suite 100 Carlabaa, CA 92008 (760) 438-1210 ,o 0 Inspector SEE ABOVE a �,,, � ACCEPTED BY: DATE: PRECISE GRADING PLANS CD Plan Prepared Under Supervision if RONALD J. PARKS Date *�r c v \ �� DRAWN BY: S R D DEPUTY DIRECTOR OF PUBLIC WORKS P HAS E 6 TRACT N O, 23143-F o Date � 0F CAS.\F DESIGN BY: SRD19744 s/3o/o5 LOTS 14--28 Sheet of 2 R.C.E. No. 63947 Expires 9-30-2006 R.C.E No. Expires CHECKED BY: PWK / ;Oe000, 16+00 19 4 15+00 1140 dow 4000 r- -S w cr SM 0D - 1293. ALI 1q 1' S � toRIM � rn � 14.01' 101.59' k _ .. 16 a w ev T �G W � w chi � N• N a' 1 J 21.1 opo 94.7 0 �� ��t e O / Q Gg-Ft �A ;GB-FL GF=95.40 94.0 15.0' GF=96.10 O 94.8 EB- / \ 14 0 9y7 " � PLAN 2R T 95-1 �j FF-1296.00 ZS 1 PAD (1285,8) ,d FF!1295.90 1.34 PAo.1295.4 C � � ;� 9!5.4 FE 34.2' 94.6 IIra 96 ,d FL zl 95.4 �' 1 '� t 5.0' 0 1 FL O 1 �' S • ' u a HP- ix 00 Op r r O xOp .. r 9 93.T1 NIV cx 1 ti Ob x kapo� ;..,..-- - 95.1 ' g V 9S 48' C k* 117.49' '�7a q'h• � ��, rw V � � b I.Ox 70 a9 9/ `tib 3' `!`� 95.0 95.6GB-FL FL I d I / oxo TC o 0 40.1' +, Ty �, $ 15.0' a •�. e � rCq 1• , s� qP, ��- 9�b9 '♦ 96.0 �►� i� 5.8- mom L a HP-FL I I ''' � � x w Fs % u "� ""' ._. �.,. ,..� r .� ,r/ A� �i� �Q, ry•�'" !� �' \��.q k�1 `�,, 94 7.3 93'0 98.6 MIN �ao � !� � /�. �, �- C�' �.� O�\a' �9 \ GB-FL FL �Q F' �• 6� Li� 2v IN dft o- GL ANVOTM Z:; I 5T 5� �8 6 w 4 F yon O ��' �' o '`� C 1.5'JL 113.16 24+00 23+00 �M G gq. G 0�� •t9 1k• e O a °O� +r � n �"" I ...r �wr. *Ilr. 22+ rrr� N R i G > h 1 +j 4 S S N N S _ _ S S J w s d O \L4 l 12$1.49 �+ _ } j S F �/' O - - a► "� 1283.14 w �' q N d, g O � ! ��' j `Lkv^ �� RIM w o a b? CP RIM 0 ao kq a 12R51N68 85-D0 " r} o� a. �• ��. t� d' P } 2.0% �p ! ( '■� � CO 1 GF DF �� \ k^� K xp, g• I A 67.55. 50' 88.00' 85.00' \\ Q \ bg•�� k so 8 ,� 89.50' 85.00' � � .�} �� � 9 r? Q 9� �• •.�° ��- G e1' ��` 1.�� v� .t. p� j' �'/ T I 1 Qo c� 2, c�i i1i 1• a' b X O 6 29.0' .� N 1 84.8 4 as $ �, �' cr `' �� \\ d \ °��`� o �' "'� 60 O .o e° J�► c' A \ ! ► '� �y F 42.49' GB-FL `p o 7• fi 1�� V ! `, en o�y c!�' o �•� 86. d Ggs88.6 r 0,, �' cN s ,F 0/ `ro pM 1► '� d GF=B I Q © GB-- Ge-�' N 1g. \\ °� �Q �►\ \ c3� G �� w 6.69 5.00 GF=86.3b o i+ v: •ps. �, 1- 6'. GF=83.80 �X OD 83.6 u u gp 1 4 \ O,t, ! GB-FL 82.8 GB-FL 64-9 25.5' O O A7 fA23.8 GFa8 _8g.�0 GB-� GF=85.00 GB FLGF �� ,��• `� . 0 ' .° 3 ,y� g 83.7 GF=$7.60 play -- \/ o 75. �F 95' �. ! 'so, , ��' o I I 41 `� Za I O D 11.3' GB-FL p G9-F1' �;, 'QQ ,kb 91.3 5q A�. 2-5'' 3.0' l r � �' i 12.811 � PLAN 2 I 26 ji I �Q ,� �\ .�. � �+ � ! Oo I ,t 1' �i 9.4' Zs - fib• ! 'P o I I FF 1284.30 Z7 I PLAN 1 I ,r ti �� . y. 3 *\1--^ PAD-1283.8 10.0' PL/W 3R FF=1286.D0 rLAN 2LZ� 1 N o. F�- ! / O 95 .�' � �� a sJ 1 I 15.0" \\ �� i ► �° / I I I l o ;�•6. PAD=1286.3 FFA 1288.10 pt►+N �.� �'�' 9 'O tv M 83.1 � t �=1285.50 � PAD=1287.6 11 4 1289.'40 9QS f���b �, (120B,�) �� PAD 128SA 24.2 F"F 88.9 FC �' c� y j�'�,r FL Fl- 8 12 F X5.5 I I I I L .� \\ ? e5.6 86.9 �.2 14.6' ���" � 196Th \ 9h� �� .� *01 �\-�'' � � C2 Z ,,, �- Ft. ti �. 0\ a 120 83.5 OM 00 H*V (A b P` & HP-FL Hp_FL 1 .1 1 " `. q� �B � , M iAt 20 (12s 6) d k �r d6� 1 X70 e, f�V � o 81-62' �c o • �c° 85 02• � M,52• F� 2 2 � i i 111► i i R CD 0 ct1 LEGEND CONSTRUCTION NOTES: ON CL -- CENTER LINE -�* ■* -� - PHASE BOUNDARY [�------� - WATER SERVICE a= INSTALL 4" TO T TRANSITION SIDEWALK DF - DEEPENED FOOTING -----~ - SWALE FLOW LINE -- AIR VAC AIR rn � RELEASE ASSEMBLY UNDERDRAIN PIPE PER CITY OF TEMECULA DW - DRIVEWAY STD. N0. 303 FG - FINISHED GRADE ._..,_ - _ _ -- 39 SLOPE 2:1 MAX. WI -- WATER MAIN ctI FL -- FLOW LINE - LOT LINE - TRUST BLOCK 2 12" SQUARE GRATE NDS OR EQUAL = FS - FINISHED SURFACE - DEEPENED FOOTING - FIRE HYDRANT ASSEMBLY GB - GRADE BREAK - GATE VALVE = INSTALL 4" PVC DRAIN PIPE GF - GARAGE FLOOR 90 LOT NUMBER -- SEWER MANHOLE HP - HIGH POINT PLAN 4C •-- HOUSE PLAN TYPE S -- SEWER MAIN MIN. - MINIMUM FF=1109.67 -- FINISH FLOOR ELEVATION _ 30 15 0 30 BO Q TC - TOP OF CURB BACKWATER VALVE PAD=1109.0 --- PAD ELEVATION - STREET LIGHT GRAPHIC SCALE: 1"=30' INV. INVERT ELEVATION TOP - TOP OF PIPE -- RETAINING WALL TOP OF FOOTING (BY SEPARATE PERMIT) TF 1 LD04-010GR TW - TOP OF WALL ASTORIA PHASE fi ° TG - TOP OF GRATE LD03-281GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF T AS S 2/17/04 TKC 1 LOT 17 REV. LOC. OF FOOTPRINT �R�ESS�AV = • DEPARTMENT OF PUBLIC WORKS 9 W N � Drawln No. X �9 RECOMMENDED BY: DATE: / Contractor �1�1-1-I F PROFILE SCALE CD San Diego Division 3 SEE E 1 4 No.63947 r, 5650 Eli Camino Red, Sub lOd CwbbW, CA 92008 (760) 438-1210 .r Inspector E� 9-30-2006 � ACCEPTED BY: DATE: PRECISE GRADING PLANS CD Plans Prepared Under Supervision Of RONALD J. PARKS Cotmpleted *s� C V �r P DRAWN BY: SRD DEPUTY DIRECTOR OF PUBLIC WORKS PHASE fi TRACT NO. 23143--'-F ICU Date CD � CF C�\ If z� R.C.E. No. 63947 9-30-2006 DESIGN BY: SRD 19744 9/30/05 LOTS 1 4--28 Sheet 2 of 2 Expires CHECKED BY: PWK R.C.E No. Expiree Ce