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HomeMy WebLinkAboutLot 68-83 Precise Grading GRADING NOTES: PROJECT � 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, oALISITE F�N/ ROP f APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING� PLANRPNo A oPo 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A ��.�� • MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. `�� ��N 'o AUSA 3. MAXIMUM CUT AND FILL SLOPES = 2:1. CROWNE H, ILL NOTTINGHAMM A_R_A-W c RY A 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. �hdE°- PLA P F A COMPETENT SOILS ENGINEER WHO SHALL �' �" ° �' ° 5. ALL GRADING SHALL BE DONE UNDER THE SURV1 0 I N E S 0 A CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION �r '� N�Pc ROAD W REPORT FOR ALL FILLS OVER 1' DEEP. . �' PHASE 6 TRACT NO23143 F 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN 4 100 �a 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, p%CO ELEVATION AND LOCATION OF CUT FILL SLOPES. LOTS 68 83 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. RoPo 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. Hwy- 79 � I 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS TO SAN DIEGO INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07-01-02 AND ALL VICINITY MAP ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY NOT TO SCALE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF r THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. C P.L. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR TRACT BOUNDARY r GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN -. °abtz ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN S 7�. WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. g� J ACCORDANCE C D 1% MIN. +� 14 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ' ;n 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ' `' 2' REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. CIMIN. 1° � 5' MN. e e 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE >.- 2x STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER A LA MIN' MIN. AND DAMAGE TO ADJACENT PROPERTIES. bt Z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. z PHASE BOUNDARY � ¢ 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ONO BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. •.. .� "�"""�' �"` .� EMENOM . "'" "" "�` ""` v s • WYAIVnOr`T� STRE�`T` a 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 FO CUT AND FILL SLOPES ©? OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDINGP 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 I L -f -- -- r F 78 y REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. J 8l 8Q 79 T8 77 76 _1 � � 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS TYPICAL LOT � OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND ~ DRAINAGE DETAIL COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL N.T.S. BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION * UNLESS OTHERWISE NOTED ON PLAN DEVICES PER U.P.C., CHAPTER 10.R ,� SEE PLAN FOR DRIVEWAY GRADE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 11,C PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. •� h5!. j 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY 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. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 5' P.L. 25. W.D.I.D. NO. 933S317203 MIN. . FOOTING EMBEDMENT 26. SEE APPROVED "WALL AND FENCING PLAN"' FOR YARD AND PERIMETER WALLS AND FENCES 45' 40' � z MIN. z DEPTHS SHALL CONFORM TO 30 FL 2,* r, 97 UBC SEC. 18061 27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES 60 30 so 120 MIN. g REQUIREMENTS, I.E. 12" MIN FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL -- FOR 1 STORY AND 1 Ir MIN. - - ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE ., � M APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. GRAPHIC SCALE: 1 =60' z FL FOR 2 STORIES, UNLESS BACKWATER CHART INDEX MAP 10 5 3' � OTHERWISE SPECIFIED BY QUANTITIES: ............. ........... � MIN. � � GEOTECHNICAL REPORT. EARTHWORK LOT LOT M 2.' CUT = 800 CUBIC YARDS (50 C.Y./LOT' co o I t� ;• ' '-��� FILL 800 CUBIC YARDS 50 C.Y. LOT68 N 76 N '� �' MIN. �~ �• •2X MIN. ' PAD ELEV. LEGEND x fig N 77 N I 0 MAX. CL -- CENTER LINE ^ ^ _ PHASE BOUNDARY q..;. .•. -- WATER SERVICE 70 N 78 N 'lE 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2x MIN' 20% MAX. 71 DF -- DEEPENED FOOTING ---- - SWALE FLOW LINE i--' - AIR VAC/AIR DW -- DRIVEWAY RELEASE ASSEMBLY SECTION- 'OA-Ag - SLOPE (2:1 MAX.) ��; WATER MAIN FG FINISHED GRADE -- - - - _...^i..,. _.. TRUST BLOCK 72 N 80 N PLAN PLAN 2 PLAN 3 W 5' P.L. C4 1 FL FLOW LINE 59 W N.Ts. F.L. LOT LINE FS - FINISHED SURFACE - DEEPENED FOOTING FIRE HYDRANT ASSEMBLY 73 N 81 N 2,621 SF 3,078 SF 39322 SF ? MIN. pp MIN. J 15'-- �0' TYP. z GB - GRADE BREAK _ LOT NUMBER = ._. ....-T - GATE VALVE s P.L. 10 MIN. J C;�'�I GF -- GARAGE FLOOR 90 �. -- - SEWER MANHOLE 74 N 82 N o ca HP - HIGH POINT PLAN 4C _ HOUSE PLAN TYPE = - -. - - SEWER MAIN HOUSE PLAN LEGEND FL 2' MIN. - MINIMUM FF=1109.67 •-� FINISH FLOOR ELEVATION .� --- 75 N 83 N m 3 ,;� m 9 c MIN. �^ MIN. m . A BACKWATER VALVE . TC - TOP OF CURB PAD=1109.0 - PAD ELEVATION �� -- STREET LIGHT s FL 3' z 3 - RETAINING WALL -;.. -.=: -� PAD ELEV. Ca _ -~ � MIN, � z (BY SEPARATE PERMIT) ` 2 ' 10 FOOTING TO BE n EXTRA DEPTH OF �.1 PAD ELEV. . - -:=� = �• z fORE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING PLANS (TYP) �'� �• M�IW 2% MIN. - . .: ► Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION DIMENSIONED ON * :� MAX - * PAD ELEV. �- A 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: MIN. �. PAD ELEV. of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 47L MIN. 6" MIN. 2x 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 20% MAX. 20% MAX. PAD LECTION '�-�" NOTTINGHAM PHASE 6 Call: TOLL FREE _ ♦ 27� MIN. 1 -800 7 CHAIN LINK FENCE, 21'x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56 23"W 40980 COUNTY CENTER DRIVE SECTION 8 _ N.T.S. 20% MAX. OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 N.T.S. Q LD04-088GR 422--4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. TEMECULA, CALIFORNIA 92591 WO WORKING DAYS BEFORE YOU ora ADJ. DATE 9/13/82 ELEV. 1128.410 -7.19-1464 LD03-249GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies ' PLAN SCALE AS NOTED CITY OF T r- I COIF Drawing No. CU n� o� G.A.T. ,�4 !7 a DEPARTMENT OF PUBLIC WORKS Contractor & ADDED EXISTING RETAINING WALL ��'RREN Bf �. PROFILE SCALE RECOMMENDED BY. DATE: '¢' ti U; �� San Diego Division Inspector SCE ABOVE � � No. 23737 �� SM FJ Coy" � Sub 100 C;larN W, a 0e (M) 4M-1210 G �' .rr� cru � �p Iz�3��os� ACCEPTED BY. DATE: PRECISE GRADING PLANS r \ I eared Under Supervision Of RONALD J. PARKS PHASE 6 TRACT N0. 23143-F a Date S P DEPUTY DIRECTOR OF PUBLIC WORKS Completed CIV1l. 801;1115Date G1i�r/le DRAWN BY. SRD OF CA��F DESIGN BY: SRD 197 9 , LOTS 68-83 0 R.C.E. No._.�. ---23737 Expires 12--31-2005 __ - R.C.E No. Expires / / - _ __ Sheet 1 of 2 CHECKED BY: PW °- LEGEND S-----. CL -- CENTER LINE PHASE BOUNDARY -- WATER SERVICE 2+ .r Gomm DF DEEPENED FOOTING ---- -- SWALE FLOW LINE -- - AIR VAC/AIR - ..• DW DRIVEWAYRELEASE ASSEMBLY FG -- FINISHED GRADE SLOPE (2;1 MAX.) _ WATER MAIN FL - FLOW LINE - LOT LINE 4 -- TRUST BLOCK FS -- FINISHED SURFACE DEEPENED FOOTING - ! - FIRE HYDRANT ASSEMBLY lb GB -- GRADE BREAK -. .- - GAT V .�'' 1 _---'" •- LOT NUMBER ����.�_ E VALVE ,,�y �, GF -- GARAGE FLOOR �--�----•'-•�',►-"------- -- SEWER MANHOLE �'- .�, 22. HP HIGH POINT PLAN 4C -- HOUSE PLAN TYPE •- SEWER MAIN ,-'' ,.-' �• q•" MIN. MINIMUM FF=1109.67 -w- FINISH FLOOR ELEVATION o ,, �� -'' �-% �� ®F TC - TOP OF CURBPAD= - -" -- BACKWATER VALVE - PAD ELEVATION - STREET LIGHT RETAINING WALL � �$ '3► � (BY SEPARATE PERMIT) f -- .? $� ,cn' L!1► cam' 4 f # ��► <0' CONSTRUCTION NOTESi low = INSTALL 47 TO 3 TRANSITION SIDEWALK UNDERDRAIN PIPE / / : PER CITY OF TEMECULA STANDARD DWG. 303. 12" SQUARE GRATE (NDS OR EQUAL) = 4" P.V.C. DRAIN PIPE 041 NX �d 4p IN,IN, 92.4 . .� IooI .0- .06 c y so �� 5 6 64 cb ,�' `� •' `� mss' d �`'` � 93.3 Cb 0 ro dolp cb NJ / X") TS lop r o 1 3 TRE .f 6 � noIS r V - +00 94.3 A Y a w..,.,.. MOM 15+ i : , cj O _......_ ,�,� ' � D G 31r •� 6 r- a J 6 _.___. ..._. pp 401 aa a� 1} .._ �.__._.. _.... 13+00 . f Cs I .._ �..... ...._...�f k N 9 71► f9 9/r 0 !� d 9�`Oi� 9� D W) Elmo amr�1 -, G ,` 4 n � 71� ,`C► .- 61 .¢ 94.3 ��� OF > 'L e _ _.. ._ + _N �.,......-_. t ` •`'.k t is .6 24GF� 'y + a+ 1t K ,�� Cpl k 1.y ab rn rn o� �. �� . 0• 3. �t o + ar G8_Fl = '�A ,L p 'A ny t K K o► 5. G8-FL ,�► ,ip Op 8 .� ♦ t 4� 1 -r9G $ ^� 60.00 as DO 54, °' a' 94.8, °D 95.3 B-FL 94�� �.ygl' y!L k b �, �, 0h fa ., ►h ►�to a - r� 1 b ,h�n ri �� r+i Nj r 9 rn �� iv� Gg--FL GB-FL GF-96-30 GB-FL GB DF p�►1 9 �- ��►�.•' a 06 ,d� r; o� a 94.6 a '0 95.1 5.Q" 1 � GB-FL � ,Q 94.0 �► 'b � 10 G8-FL �. ...r ,,.�...� .Or PtJ�N � 6 4W � FL "� 94.3 GB- r� GFEx - f GF-94.40 GB--FL civ} - GB--FL ,Mr = 94.7 � 94.9 .r � 1?.•� 7i �' � ��/296.1 93.3 a.0' ►. } ail r:� 5.7' GF GB--FL 'S.0' r- o _. J PADm129DAP - FI� �� ,�1 G = 6 1 G8-FL 8.Q' -_- �." "-- �t, pF f'LI�A�1 2 v' GF-95.30 94.3 r, � � F � IrF.1 12�� 93.9 B- 79 Z 1 X7.00 PADS' 94.9 NQ 9g? 4 -17 G8-FL 1 pF 1 .50 PAD-1 290.8 gs.9 �. �t HP-FL S3 pF o L r-•- - -' P1lW PAp.1296,3 L 91 kg �g' .tom rLAN 3 I ( DF ev b.eo 1 - 1 1 FF-1294.901 '- I X129 -•-,� �� z s. _ �,296.1 5 E X I TNG 2 RETAINING ° P"° WALL T OUT PERMIT PAD:1294.4 __. :0 9. 1 ( PLAN 3R DF a. FT.1296.40 95.4 95.6 95 � �, - � � 95.3 PLAN 1 o J F'F-1296.10 PADEm1295.9 95.4 FL Hp FL "� .- PM=1295.9 4vr:\ _? � 6.9 FFA 1295.!105. , 93. 12.4' FL Hpp- 9p'FL EJB _.. . FL PADS 1295.3 g 94.9 FL . H N f FL FL 16.9' �96 ~ 4g S z I C)1.A1 a ,.a� 94. ui � 95.8 Hp .. e 94.1 FL FL Ui HP-FL • o 95.3 12 Lj HP-FL as •s `� , 4$49 w w 3 1 HP-FLr- 95.0 -.. •9 g -_ ori/4� y HP-FL " •� q •G :1 �.1Q� 3'1f?. ) A r 2:1 58 59. •� ICU 2-1 60 04' 67.2.5' •,� 60.04' b 0.two 169.14' 0-9 y ?4�;. ��% K� 121.1P �0�9, ,.... ..., (';ijt)•�3 � � CD qr 30 1 30 so 3 GRAPHIC SCALE: 1"=309 A NOTTINGHAM PHASE 6 0 L.D04 08sGR LD03-249GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALEIf ESS, ASNOTED CITY OF TEMECULA ►. Contrnctvr G.A.T. REN R - / DEPARTMENT OF PUBLIC WORKS C"01N1"� No. s & ADDED EXISTING RETAINING WALL �� BFp -I, RECOMMENDED BY: ��� _ PROFILE SCALE DATE: N SHEET _, a San Diego DivisionSEE g Inspector � W No. 23737 r 5W EJ Canft ftd, Sub 100 &Aftd CA 92008 (780) 4M-1210 ` 1 � Date `�Exp. 12/31/05 d ACCEPTED B'Y: DATE: PRECISE GRADING PLANS EN pared Under Supervision Of RONALD J. PARKS Completed `�q�, c1V1\- DOt� & S�D DRAWN BY: SRD DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 6 TRACT N0. 23143--E $ Gr CAL .... .� ._... 23737 DESIGN BY: SRD LOTS 68--83 R.C.E. No.., _ .. Expires . ,a 2--31-2005.- R.C.E No. 1874'4 Expires 9/30 05 Sheet of CHECKED BY: PWK 2 2 ISI I I II I I I I f Irc