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HomeMy WebLinkAboutLot 1-31, 35-38 PreciseGrading TRACT N 0 2855 :3 1 �. PRECISE IN G PLAN GRADGRADING NOTES THE CITY OF 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, ��^� AS AMENDED BY ORDINANCE 93-04. TEMECULA r r �\ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% �,. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE SITE ,=''` CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. 15 -� �;;' ;' �� 3. MAXIMUM CUT OR FILL SLOPES = 2: 1. 44r �� `�� 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT _ SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ''�A �� 15 \ , 17 ! _ PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS \ ? I OVER 1 DEEP. GRAPHIC SCALE � '' i � ,, / \ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA $ ' I ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH "� 100 ° '° '� zao goo 14 - GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �� �>,--- 18 % ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, S0� %* ss GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ROBA � 79 ( ( IN FEET ) ss �p � 3 RD 1 inch = 100 A �' r� 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 13 19 ____- TOP OF CUT SLOPES. PROJECT SITE 4 I 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 12 ONE FOOT. 1 20 9. ALL GRADING SHALL BE DONE IN CONFORMANCE IMTH RECOMMENDATIONS OF / 21 / THE PRELIMINARY SOILS INVESTIGATION BY: 11 22 JOHN R. BYERLY INCORPORATED, 2257 SOUTH LILAC AVE BLOMINGTaV CA., 92316, DATED 1-20-98. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDAT10N DESIGN RECOM- ' 5 1p -�_ MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-- 7 00, ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. j �lN OD c 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 9 CLE --� DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE VICINITY MAP 7 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-- ' - 25 24 � TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR N.T.S. 23 ' -' -� EACH LOT. 1 - -�_- I% 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL LEGEND 8 - -_�_ SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM \ 14 - 1 Zg EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEV. CODE SEC. 17.06 PRIOR TO 00.00 • THE APPROVAL OF FINAL INSPECTION. TOP OF CURB q \ S T.C. o2 ; / 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ' �, \ 27 FLOW LINE F L. N �AY�" ; 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS A T NOT N 1/4" PER . HIGH POINT H.P. �t _� LESS THAN R FOOT FOR A MINIMUM OF 3 FEET 28 37, 4 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING RADE F.G. '~--~� PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- tio FINISHED G " ' " "' • c> 5 l TION (KITH RESPECT TO MEAN SEA LEVE SHALL BE GIVEN IF AN ELEVA g 29 L) - FINISHED SURFACE F.S. 17 30 T TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1 WATER SER VICE 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE a1 �• .- �'� TAT 12"35 , ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER PLAN 1 ' i 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN SEWER SERVICE S 30 TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS , •• ` ; ' SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- AI R RELEASE VALVE 0�1 34 ""` .;:" �. ' , 1 � � TIONS, 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE �`' -, - '" "" ._ %' PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER , FIRE HYDRANT `CY U.P.C. CHAPTER 10.R. DRIVEWAY 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 33 32 """ - \ '~•�`� �� / ; TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. STREET LIGHT _---'+ �� ' 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- SLOPE Y _�-- RECT70N OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON _ - _- REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED EXTRA DEPTH FOOTING PROJECT SITE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. INDICATES AMOUNT OF -0.1' EXTRA DEPTH FOOTING A HIGH POINT 55' ON A PAD ELEV. -0. MIN. ACCESS RAMP /M 45' INDEX MAP -1 42' LOT NUMBER ,2 - 38, 41.5' SCALE: 1"=100' k � -00o- A +� 4 + 36 INDICATES MODEL AND TYPE STAIRS 10' MIN. 10' MIN. PLAN 1 'w PL" 1 O 5, (EXCEPT B 10' S' Q (EXCEPT C 1Q, C INDICATES PAD ELEVATION PAD-93.8 i6 P� 2 WHERE WHERE F.F.=94.3 � i� PLAN 3 15' MIN. MIN NOTED) MIN MIN NOTED) MIN INDICATES FINISH FLOOR ELEVATION 6" MIN. 10' MIN. P� 5' MIN. fi" MIN. 10' MIN. P/1- INA � r WATER BLOW-OFF0] , , 12" MIN. ABOVE PAD ELEV. i BACKWATER VALVE 5 MIN. 1 1 3 MIN. No 5 MIN. 1 i 1 THIS LOT REQUIRES A MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. » PER SECT. 409 OF U.P.C. PER APPROVED , 16 1' 6 MIN. k k WATER AND SEWER PLANS. ( SEE INDEX MAP ) 1 fi.1 16.1 i ROUND OFF TDP PAL .:• .':.• 5' 12" MIN. 12' MIN. 12" MIN. lot N g �Ox N TYPICAL 1.1 OVERALL FOOTPRINT DIMENSIONS 2:1 MAX. ''' 2X MIN. 2:1 MAX. 6 T YP. 2% MIN. 2% MIN. " MINL__ SCALE: 1' = 40' 21% MAX MIN. 21% MAX. 21% MAX. n d ergroun d Service Alert SECTION B - B SECTION C - C SECTION A - A TYPICAL SIDE YARD DRAINAGE � C'y . OWNER FOR REAR YARD SLOPES GREATER -�f• �E- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE C=3 '� THAN 5' IN VERTICAL HEIGHT CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. • PACIFIC CENTURY HOMES Q CALL TOLL FREE wo 014,� 40925 COUNTY CENTER DRIVE, SUITE 110 TEMECULA, CALIFORNIA 92591 ' 1-800--227--2500 45625 GLENEAGLE COURT, TEMECULA, CA. 92592 ATTENTION: MS. JARNNE GARDNER Cb PHONE: 909 506-1606 AzTFL. (909) 67fi-3709, FAX. (909) 676-2709 � ) D 99 - /33 69 P NO. LD 99-011 GR TWO O WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS AC 'D BENCH MARK SCALE SEA QRpFESSIf Designed By Drawn By Checked By Drawing No. �p RECOMMENDED BY DATE: z CITY OF TEMEC ULA DEPARTMENT OF PUBLIC WORKS G •'v' RIV. . DESIGNATION T-30-81 STAMP ON �Q �`�� ERS TL ERS TL RL V 9/4 Contractor 2�'3 2 1 2Q BRASS DISK IN CONC. FLAGPOLE BASE Horizontal RICHARD L. VALDEZ ?, P Prepared Under Sup Of ACCEPTED BY.• DATE. FR THE INTERSECION OF FRONT ST. AND AS SHOWN L � � DEPUTY DIRECTOR OF PUBLIC WORKS MCT NO. 281555-1 Inspector CAU��CALIF THE INTOERSI E�C>" �RANO No. �0 RONALD J. PARKS 1V31/99 ate: PRRCTSR GRADING PIAN CALIF. RD. AND MORAGA RD., 0.2 MILES NORTH Vertkcd Exp. �F ON MORAGA RD. TO THE TEMECULA ELEMENTARY R.C.E. No. 19744 Expires 9-30-01 Date Completed SCHOOL1.0'EAST OF THE FLAGPOLE. sl CIVIL �! R.C.E. No. 48060 Expires 12/31/99 Sheet of ;j ELEV083.725 DATE•• 9-13-82. 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CONSTRUCTION RECORD DATE BY REVISIONS CC'D SEA QROEESS/p Designed By Drawn By Checked By - Drawing No. - 3 J 96 V. t-07'' /7 >� . 3 >� TO 2 SCALE G (51- r BENCH MARK �O ERs ERs r< RL v RECOMMENDED BY DA T F: CFff OF TEMECULA DEPARTMENT T OF PUBLIC WORKS �Q � Contractor `1 a KEV- U oT it Ml L Tb 3L. y 7-/9 J leEV LOTS 2$ 30 3/ E 3 Hor/zontd RICHARD L VALDEZ y Plans Prepared Under Su of ACCEPTED BY: - Z �� � � � � °ATE' Z8, TRACT N0. 2855 -1 Inspector 3X r mEv L4T Z9 To $• SEE SHEET NO. 1 1 30 No, 48060 2 DEPUTY DIRECTOR OF PUBLIC WORKS 2 8'25 Jr.U. S-W/L, MV. LOTS /6. .Z/. * Exp 12L31199 - ,� ffi -Date RONALD J. PARKS ?2 Date Com leted 22 2 . Avg YRKD OK INs • . PRIECIM GRADING PLAN P Crl gVll �r R.C.E. No. 48060 Expires 12/31/99 R.C.E. No. 19744 Expires 9-30-01 � .:: :. N/A �lj� CK`F P Sheet 2 of 3 conceptl,dwg 1-26--99 10:29-.16 am PST r 32DS x �r vC091, eel ,,•` HOs�p 364 6 ,. ,,. ,. �'�• j � LOS . 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(909) 676-3709, FAX (909) 676-2709 ATTENTION: MS. 6-160 ' GARDNER SCALE: 1' - 30' & L C�[� _ 133 GAA PHONE: (909) 5D6--1 fi06 L��► LD 99-011 GR TWO WORKING DAYS AFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE SEA �RpEESS/p Designed By Drawn By Checked By RECOMMENDED BY: DATE: Z Drawing No. Le 8 1210 M 2X L 7b .3 L . 1 `�� RS ERS RLV CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS BENCH MARK � E Contractor - l9 •0 • LoT To 3X 1/. Horizontd `.�' � Plans PrePored under Su of ACCEPTED BY: DA TE: Q E VIMEAVS/D S 0A1 Lor.3. � ��� �' Y�Z � DEPUTY DIRECTOR OF PUBLIC WORKS MCT NO. 28553-1 SEE SHEET NO. 1 1'w-30' Na *MW SL Z2 RONALD J. PARKS 3 Inspector vert>� * E 12/31/99 ,� Dote: "p 19744 9-30-01 Date Completed Jj• CIVIL �' 48060 12 31 99 R.C.E No. Expires _ :: :. N/A q�. F ► R.C.E. No. Expires l / _ 3 Sheet of 9 -- conte t1A,dw 126-99 10:00:26 am PST P