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HomeMy WebLinkAboutLot 12-25 Precise Grading PRECISE GRADING PLANS FOR : PAD PAD ELEVATION _ FF FINISH FLOOR CHA DONNAY H I LLS TRACT 23100 5 GRADING NOTES: GFF GARAGE FINISHED FLOOR 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, FL FLOW UNE CHAPTER 70, AS AMENDED BY ORDINANCE 457. HP HIGH POINT PHASE 6 - LOTS 12 - 25 FS FINISHED SURFACE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IX. TC TOP OF CURB DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE 22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3 = PLAN NUMBER 3. MAXIMUM CUT AND FILL SLOPE - 2:1. 3AR A ELEVATION R = REVERSE PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF sommililifne DEEPENED FOOTING (DEPTH AS SHOWN) ALL FILL SLOPES OVER 5' HIGH. 3a STREET LIGHT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A DC4 FIRE HYDRANT COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION RETAINING WALL (BY SEPARATE PERMIT) Q FOR ALL FILLS OVER 1' DEEP. (ALL WALLS ARE TYPE I-B. PER CITY OF TEMECULA STANDARDS UNLESS NOTED 1 • 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF OTHERWISE ON PLANS) FL TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF m ELECTRICAL VAULT 3' 2' COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED -� SEWER LATERALMIN. AN MIN. ELEV. IS EQUAL TO OR GREATER GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. DEEPENED THAN BLDG. PAD ELEV. CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION WATER LATERAL FOOTING OF CUT/FILL SLOPES. INDICATES LOWERED GARAGE WHEN 51 MIN, 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FINISHED FLOOR REQUIRED PAD ELEV 2:1 ALONG THE TOP OF CUT SLOPES- BF INDICATES BACKFLOW PREVENTER REQ'D 2.1 MAX. FL � ?'7 3' 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER r MIN. 2X MIN MIN. . THAN ONE FOOT. 21 X MAX MIN. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PAD tF LEIGHTON do ASSOCIATES DATED MARCH 25. 1991. TWO SETS OF THE LOT N0. MIN. PHASE FIVE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS MID CERTIFICATION THAT GRADING HAS BEEN SECTION „A-K DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE oM . N.T.S. 21 X MAX. PRELIMINARY SOILS REPORT. / I = I PHASE SIX -9 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT B SCALE. 1'= 100' LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND A� 4- K I DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO I 1 BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694- / 6411. F.F. ELEV. • 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND PAD ELEV. a �/ FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL I I • - - Q_ BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE AFTERFROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. FINE I GRADE, PROVIDE FL457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 5'WIDE BY 1' 5' 10' IN. �0 HIGH BERM 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER a a OR EQUIV. MUD SILL DELETERIOUS MATERIAL. 6• MIN. R �/ 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, PAQ THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM CURB FACE SIDEWALK M NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED Q BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. DIS ON OF FLOW 2% MIN. 1 MIN. NOTE: G.F. ELEV. IS AT THE FRONT EDGE 21 X MAX. 1 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF „ • Q 'LI PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL TYPICAL LOT FINISH GRADING SECTION " B-Er J SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. N.T.S. N.T.S. 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED METHODS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 50.00' CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. \d PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING Z �• OPERATIONS. 50.00' 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE 50.00' ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN S VERTICAL HEIGHT.18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF OO BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL to c BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND 'ioSURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT LO GROUND SHALL BE GIVEN. 0 INDEX MAP 19. EROSION CONTROL- ALL GRADED SLOPES SHALL BE PLANTED WITH SCALE: 1" s 100' ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND aD t PROJECT COVER. SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER, SHALL BE NTED WITH APPROVED TREES,Y BS, OR SITE COMBINATION THEREOLF.. SSHRU13S SHALL BE PLANTED AT 10' ON QUANTITIES: CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. ,• SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT S IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.. Z ITEM: QUANTITY: CHAPTER 10.r. 1 C3 FINISH GRADING 420 CY 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT a NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. n Ilk 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES x SHALL BE PERMITTED. 1 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CHARDONNAY HILLS MODEL FOOTPRINTS �~ 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT 0. RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY PRIVATE ENGINEER'S NOTE: � FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: - CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS Underground Service Alert SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �� AND APPROVAL N Call: TOLL FREE LEN AR HOMES ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LEIGHTON & ASSOCIATES OF CAUFORNIA, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE 1 -800 3934 MURPHY CANYON ROAD GROUP 23333 AVENIDA LA CAZA FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP 422-4133FOR APPROVAL BY THE CITY. SUITE B 205 PLANNING • IgNGII�DiG • 3URVEYNIdG SAN JUAN CAPISTRANO, CA 92675 N.T.S. SAN DIEGO, CA 92123 6540 Lamk Boulevard • Suite C-225 • San Diego. CA 82121 (71 488-8850 TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) Iso-NON LD97-072GR � CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ESS/ Designed By Drawn By Checked By 13 Z� 9 Drawing No. < RECOMMENDED BY: DATE: ! CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS OF RIVERSIDE B.Y. NO.i T-29-81 A v V Contractor .S' BRASS DISC M CONC. C1rLMiDEJt LOCATED FROM � INT. OF FRONT ST. C ANCHO CALIF. RD., R Horizontal y Plans Prepared Under Supervision Of .'S N.E. ON RANCHO RD. TO INT. MITii X217 ACCEPTED BY: SATE: 8 ?� PRECISE GRADING PLANS FOR: Inspector ARGARITA RD.. M THE N. CORNER OF THE MT. N/A ��ii A PRINCIPAL ENGINEER. FOR QTY ENGINEER ` E. OF a� MK N �'PP1(A�R/O�,t } EXP. 3/31/00 1�. Date 6- (a-97 CHARDONNAY HILLS 114 OF CENTERLINE OF VALVES. CALIF. RD. F - vertical ► 1� �r MARWAN A. OUNIS � PARKS Date Completed WITNESS POST ST W. OF MONUMENT. � TRACT 23100-5 a DATE 9-1. ELEV. 1126.410 N/A cA� R.C.E. No. 43217 Expires March 31. 2000 R.C.E. No. 19744 Expires SEPTEMBER 30. 1997 PHASE 6 LOTS 12-25 Sheet 1 of 2 i Z:1 SLOPE 7s.�, ` � �5 _ _ _ _ � � OPEN SPACE 6 �6• � 12 75 °1¢ �3 ��2 �y 6 L 0 T 28 7s•6 - tih F 6• YARIABLE 5D 13 6 7/.?6-, �� ,�� � 1-\ PAD=1311.8 O 1^ 5 ''� 5.3 �o '`??6► w fT =1J12..J0 10 02" 11 GFF=1J11.80 0 4.8' 1 0 �S- N PAD-1316.3 3BR ,32, NP FF -1316.80 1 8' PAD-130701 •O' 1.311.66 FS GFF=1316.30 1Q 701 17 J0 DROP 6" Sroap 4. :3 9' OF 0. o• � � 3ClQ `••3� 2-�,I I F 5 1316.16 FS / PAD- ` I 3' DROP PAD 1J?f.? 2 FF 7 =1326.00 PAD-f326.J ao PAD-U271 'moi 6" STOOP FT -fJ21.70 GFF-1.525.50 FF -1326.80 O PA - 27.60 ' BF > > 0.8 DF cFF=1.321.20 �, •O GfF=1326 Jo GY•F 13?710 `��o, s �' 1325.J6 FS 4%. _ , ,��is, O.? 1321.A6 f5' '�° 4.8& 3w DROP OF J" DROP6 STROP 1.526.16 FS BF 6 STOOP 0.3' DF Z60 Sm DROP 8• ��. t^' 0.6 DF � Q h �U' 0.4SDT� 1326.0 3 it. Ir FL 3.• w ,� e h ok ?o.? t^' 325.2 ,oma 1.527.2 3' , ^i ►� ^1 HP 1^ ^ 325• 1 �t � . 6 7 , •1 �� o ^/ 25. PAD-13274 7.5. '`� ,3 l - ,00 i FF =1327 90 _------t_ • 73. ,�?`�? � GFF_(327.40 � w r 20.0 01 CERCL � OLHAM w FL BRI ,/O.00 s= �' �' 4r , 6• 326.4 � I 1 75.oo I Fh 70. Oi0' �0' ` 75.OIO' � •e• � ' \ 10.9 '� 4 J7 k � `►• �• �k L= �_ �,`�s � � , �31l 8 1A k h 'h qj � s�� PAD-1.527.4 26 BF 1311.76 Fs 4 0" ti 320.1 �kh ,3�R h e �. h FT =152790 �+ 3* DROP ��• 1 FL. �3 FS ►� _ h GFF=1.527.40 PAD=1307.1 � 6 STOOP 1� � BF ,5� DO � 1324.6 ��� 9b, 1.326.3 FL .37.4' 0.6 DF +� V r ` PAD-1311.9 , �V 4 6' , PAD=13?5.5 ch o y� FF =131?.40 1316.26 FS 13?1.06 f5 1 FT =1326.00J" DROP GFF=1311.90 �i o 6' STS BF 3' DROP t� GFF=1525.50 0• k 0.3 DF 6' S1t�OP o 1324. 1 R do \ SCALE.• 1"=20' PAD-1316.4 h o.9 DF io r�6 wo 9- W) 311. FT =1J16.90 ° 1 .4' ° 6• 16I 4' b7� '�"� �� 1 HP GFF=1315.90 PAD-132U1 .6 1326.26 FS w� n # / D/CATFS' DROP GARAGE fT =1321.717 ° 3� DROP �`�ld: PAD- T 50 1`� 6 GfF-1J?o.20 �0 6 STOOP 16.1 I 0.3' DF FT =1527.60 •� GFT=1J2710 /ND/CA TFS DROP GARAGE 25.3 PAD-1J26.4 a •♦ 25 ,2,0 1 NQ FT =1J26.90 -� d 131 6.2 ` h �l C*F=1326.40 NP © t � g� os 2J 1321.0 22HIP 75.0/ U 1 , ACT �/N h 21 4b -1317 7 12 TRACT a4�e r PAD= �- f32f.51 A '32�, 20 �z PAD=13?�7 `� -r rR23-100-4 ��rr J AL 1 L t7 J 0 0- /r PAD-1326.9 15 6. s Q ^ 132 PAI 1328.1 N 16 s I I PAD-1J28.4 a_ I � Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: LEN N I NAR HOMES 0 Call. TOLL FREE LEIGHTON & ASSOCIATES OF CALIFORNIA. INC. JL N 1 -800 3934 MURPHY CANYON ROAD GROUP 23353 AVENIDA LA CAZA 422-4133 SUITE B 205 PLANNIMG • ENGINEEFUNG • S TRVEYDiG SAN JUAN CAPISTRANO, CA 92675 SAN DIEGO, CA 92123 W40 liuk Boulevard. sulte c-226 • sae Diego. CA 82121 (71 ) 488-8850 tL TM WORKING DAYS BEFORE YOU DIG (619 292-8030 (619) No-m1 LD97-072GR < CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Ess/ Designed By Drown By Checked By 7 Drawing No. Q PROPr1GT P C-41&.: !BeYo 2AE o D 0. OF RIVERSIDE B.Y. T-n-e1 SCALE A RECOMMENDED BY: / DATE: 9 CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS X Contractor Fq PropU 7' PE CNG•: To 10 s• NtA55 Dlsc N if"N°�CYLNDER LOCATED FROM .'s INT. OF NE ON R�ANGFIo' A F.��TONT. NTii1a Horizontal h Plans Prepared Under Supervision of 44V,9� PRECISE GRADING PLANS FOR: ACCEPTED BY- DATE: AE. OF TA RD., N THE N CORNER OF THE NT. X21 T PRINCIPAL MCINIMR. FOR CITY MOINEER C H A R D O N N AY HILLS Inspector E OF A 7 CHANLINI( 21' s ts' AROUND EXP. 3/31/O• 8_ � 9 7 CALIF. GAS VALVES, N. OF P.P. (NO. , 84 • Dote RONALD J. PARKS Date Completed of CENTERLINE EPos gT 1 w AL t. RD. FN�r.R �� '� 1` T�� MARWAN A. OUNIS e ' TRACT NO 23100-5 S DATE s-1�e2 ELI 1128.410 NSA R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. ,9744 Expires SEPTEMBER 30, 1997 PHASE 6 LOTS 12-25 Sheet 2 of 2 z .7