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HomeMy WebLinkAboutLot 66-69 - Precise Grading LEGEND PROJECT SITE B 0000,00 I TOP OF CURB T.C. 1E Z z P" RAC I N R R9a� 2 133 5 FLOW LINE F.L. HIGH P❑INT H.P. 1Y TV. 15'TYP. PRECISE CiRADING PLAN A s' A wu OEMC 7-0s' s' C T Et D D FINISHED GRADE F.G. MIN MIN MIN ITM MIN JAS` 9 FINISHED SURFACE F.S. — 66 - 69 z M VU RAMIMEIDEL SITF D GARAGE FLOOR GF 0000.0 .- PAUBA PAD ELEVATI❑N PE 0000.0 M N1114 b 14 FINISHED FLOOR FF 0000.0 _ 20 r - W 8 �F ROAD SERVICE W ;M4k 044x SEWER SERVICE SNi 64 65 66 AIR RELEASE VALVE 63 UECT PI�PI ARD D AINAGE 62 67 � CL1 TYPICAL SIDE Y SITE Rl) FIRE HYDRANT ` Y DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 61 68 CORNER MEASURED PERPENDICULAR TO THE PFDPERTY LINE. 60 6 DRIVEWAY N se 59 �70 HVY. 19 NE � STREET LIGHT 12' MIN, P/L 8' MIN. BLDG, PAD 567 2 �,� TO SAN DIEGO III AB❑ 75 74 VE PAD 5' MIN. 3' MIN. ELEV, 54 55 72 71 3 SLOPE 53 � 73 COMPACTED 77 76 . N 4 VICINITY EXTRA DEPTH F❑❑TING E777 6' MIN. 7e , ';� a N 5 INDICATES AMOUNT OF O 79 NOT T❑ SCALE EXTRA DEPTH FOOTING so 6 ir16 7 ACCESS RAMP 12 MIN, 17 75 8 GRADING NOTES 2�1 MAX, 2% MIN. 21% MAX, 102 9 BUILDING CODE CHAPTER 70, 2/. MIN. _ � 1, ALL GRADING SHALL CONFORM TO THE UNIFORM , LOT NUMBER a SECTION A A 103 10 AS AMENDED BY ORDINANCE 457. FOR SIDE YARD SLOPES GREATER INDICATES MODEL THAN 5' IN VERTICAL HEIGHT 11 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE 4 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES, UNIT TYPE B 12' MIN, ABOVE PAD ELEV, 3. MAXIMUM CUT OR FILL SLOPES = ;1, INDICATES ELEVATION 4, PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL WATER BLOW-OFF O� ROUND OFF TOP INDEX MAP © FILL SLOPES OVER 5' HIGH. THIS LOT REQUIRES A BACKWATER VALVE P/L SCALE: V = 200' PER SECT, 409 OF U.P.C. PER APPROVED — 5' S, ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY WATER AND SEWER PLANS. ( NON REQUIRED ) PLACED AND WHO SHALL SUBMIT A FINAL C❑MPACTI❑N REPORT FOR ALL FILLS OVER 1' DEEP. ® LOTS INCLUDED 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETI❑N OF ROUGH SECTION B — B PAVING NOTES GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO ISSUANCE OF THE BUILDING PERMIT, CERTIFICATI❑N SHALL BE TO LINE, GRADE, ELEVATION AND L❑CATI❑N OF CUT / FILL SLOPES, FOR REAR YARD SLOPES GREATER THAN 5' IN VERTICAL HEIGHT 1 . Minimum parking lot grade sha I I be one ( 1 .0) percent . 7, PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR, Q STORM FLOWS, ALONG 2. Minimum grade for ribbon drains shall be 0.35 percent . TOP OF CUT SLOPES. B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 5' MIN. P/L 5' MIN. • MIN, 3. An approved soil sterilizer shall be used on all subgrode surfaces ONE FOOT, (, 6' MIN. prior to placement of paving. — 3' MIN, 1' 1' 3' MIN. 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF MUDSILL MIN, MIN, MUDSILL 4. Asphaltic emulsion (fog seal ) shall be applied not less than fourteen THE PRELIMINARY SOILS INVESTIGATION BY; 3' x 3' ( 14) days following placement of the asphalt surfacing and shall be CONVERSE CONSULTANTS DATED DECEMBER 23, 1988 applied at o rate of 0.05 gallons per square yard, asphalt emulsion :d b 35.00' A.C. PAD 3' x 3, sha I I conform to Sect i ons 37, 39 and 94 of the State Standard TWO SETS OF THE FINAL COMPACTI❑N REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM A.C. PAD Specifications . - MENDATIONS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM 12' MIN, 12' MIN, 35.00' ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, -- 5. The subdivider or contractor shall apply to the City of Temecula 35.00' Department of Public Works for on encroachment permit for all work 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 2% MIN, 2�1 MAX, 6' TYP, 2% MIN, within City right-of-way. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 217 MAX. MIN. 21% MAX. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPEC- SECTION C — C 3' x 3' 6. Two special inspections are required by the Department of Public TI❑N MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTI❑N FOR A.C. PAD Works , one inspection at the time the base is placed and the second EACH LOT. when the A.C. has been placed. - 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 0 0 - SLOPES EQUAL T❑ ❑R GREATER THAN 3' IN VERTICAL HEIGHT SHALL - 7. The contractor shall be responsible for the clearing of the proposed PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM P/L `n work area, and relocation and cost of all existing utilities . The ER❑SI❑N AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 5 MIN, S City shall be informed 48 hours prior to beginning of construction 1 3 at (909) 694-6411 . 3' MIN. 1' THE APPROVAL OF FINAL INSPECTION. MUDSILL MIN. 6' MIN, A 2 0 8. A compact i on report by a So i I s Engineer sho I I certify 95 per cent 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. A compaction of base prior to call for second inspection and a 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT • :e placement of asphalt paving. LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATI❑NS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 12' MIN. 211 MAX. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- 2% MIN. 6" MIN. CONS I RUCI IUN NOTES & QUAN I I 1 Y ESI IMA I L TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, 21% MAX, N❑, ITEM QUANTITY UNIT SECTION D — D TYPICAL OVERALL FOOTPRINT DIMENSIONS 15, EROSI❑N CONTROL; ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 0 LOT GRADING (3 LOTS x 15 C.Y./L❑T) 45 C,Y, PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER SCALE: 1' = 20' 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE PLAN- TED CONST. 0,25' A.C. OVER COMPACTED NATIVE MATERIAL 2020 S.F. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS Q C❑NST, HANDICAP PARKING SYMBOL 1 EA. SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE ® PAINT 4' S❑LID WHITE PARKING SPACE LINES 54 L.F. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C, CHAPTER 10.R. Under round Service Alert BENCH MARK Q INSTALL WHEEL STOPS 4 EA, 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R Robert Bein, Filliam Fmst & Associates COUNTY IF RIVERSIDE Bx NO. T- TO COMMENCEMENT OF ANY CONSTRUCTI❑N/GRADING. o PROFESSIONAL ENGINEERS, FLAMERS k SJZVFYORS 2 112' BRASS DISC IN CONC, CYLINDEI LOCATED FREN THE INTERSECTION OF FRONT ST. OWNER/DEVELOPER 275�ROC, �. 4OO9TEIEOU G' 92591 AND RANCHI CALIFORNIA RDAA 1,8 M ES NE, ON RANCH) CALIFORNIA ROAD 17, APPROVAL ❑F THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE COR- CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 TO THE [NTERSECTIItI OF RANC}fl D�tIIIA ROAD AND MARGARITA ROAD,IN THE N.W. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE C❑R- 1-8TOLL -4133 RECTI❑N OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON CORNER OF THE INTERSECTION 1' E, A 1' DAINLIIX FENCE, a' x 16' RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED AROUND M CALIF, GAS VALVES 40' ff PP. XII) 94' K OF THE CENTERLINE 17310 REDHILL AVE. , SUITE 320 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ol IF RANDE CALFORNIA RGAD. FIRE ASS VM PIAT SET I' V. IF MONUMENT. IRVINE, CA 92714 LD96 - 010 GR W TWO WORKING DAYS B1rFORE YOU DIG ADI DA : 9-13-82 aft 1128.410 DESIGNED BY DRAWN BY GC(Eo BY CITY 0 F TEMECULA Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK �� Q�pFESSIpy�l JL ADEL S. CASAO JL RECOMMENDED B DATE: 3�.-�'�• DEPARTMENT OF PUBLIC WORKS ►n HORIZONTAL .`�`� ��` `lf �y� I ons re red Under The Supervision Of Contractor = ACCEPTED BY- DATE: '?��'-!t N TRACT NO . 24133-5 SEE ABOVE AS SHOWN A No.43090PRINCIPAL EN NEER, FOR CITY ENGINEER en Inspector Exp. 3/31-00 Date: ZAlfSTEVEN W. CRESSWELL PRECISE GRADING PLAN p 1� MIC AEL A. YLMAN N VERTICAL 1p C1V1\ Date Completed NSA OF Clk\_\ �� R.C.E. No. 090 Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 MODEL SITE , LOTS 66-69 SHEET 1 OF 2 0 PL01. 2-05-96 JN: 400966 l{9 f 60 65 PE 1211.0 PE 1211.0 Cr_ N _ 4 ro� v O� '?' J N � O 1208.52 � N, 4 N T.C. S t0' o O �mLP 1208.81 61 � � 1205.47 nu �o T .C. A / S. /6 �• i_ PQF a� w a 102.ZT• S a �0207.83 tiq. rn a0 T.C. �� . 44 '* V � fb �h ru b V 07.5 �O, ra /i N -1y \ �o F. 07.0 8 U (ft 71 '6 S G 2� CINru e a w ti G v o o O1 \ 3 A) J $'* a SCALE 1 " = 20' I \ ALJ 20 10 0 20 40 60 MR GRAPHIC SCALE IN FEET 0 G V 6 °p PE 1208.2 / ui 30' 30' 10' 20 20' 86 9 � O C,- 29.28 0 i N- 1 Oh 0) �0- CR C E � GC J Under round Service Alert o Robert Bein, Killiam Frost & Associates PROFESSIONAL ENGINEERS, FLAMERS k %RVEYORS 27555 YIEZ RDAD, STE. 4009TT$QU CA. 92591 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 W w L TM10 WORKING DAYS BEFORE YOU DIG LD96 - 0 0 GR CONSTRUCT ION RECORD DATE BY REV I S I ONS DATE ACCD BENCH MARKQ�p F ESS 10 _ DESIGNED-BY DRAWN BY CHECKED BY Drawing No.SCALE N A ���Z JL ADEL S. CASAO JL RECOMMENDED _ DATE: 3"'G•x CITY OF T E M E C U L A DEPARTMENT OF PUBL I C WORKS M Contractor HOR I ZON1 AL h a� lf� = on Pr p red Under The Supervision Of ACCEPTED B DATE: 9- 16-tL 1 " =20' W No.43090 - TRACT NO . 24133-5 N Inspector SEE SHEET NO. 1 d Date: 2/-LdtPRINCIPAL ENGINEER, F'OR CITY ENGINEER o p � Exp- 3/31�Q � .____. VERTICAL J' �� MIC AEL TYLMAN STEVEN W. CRESSWELL 6 Date Completed eted '.�f 1 v l� �� PRECISE GRADING PLAN z p N/A OF Ck\-% � R.C.E. No . K. Expires 3-31-00 R.C.E. No. 47180 Expires 12-31-99 MODEL SITE , LOTS 66-69 SHEET 2 OF 2 < PLU 1 : 02-05-96 )N: 400964