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HomeMy WebLinkAboutLot 1 Precise Grading GRADIN ❑ NOTES A 285 - -�- ' 1. ALL GRADING SHALL CONFORM TO THE LATEST PR❑VISI❑N OF UNIF❑RM BUILDING PROJECT SITE CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 93,04, FD 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE SWALES SHALL BE A MINIMUM ❑F 02' DEEP AND BE CONSTRUCTED A MINIMUM IR E C I S GRADINCi P1 AN OF 2' FROM THE TOP OF CUT OR FILL SLOPES, 3, MAXIMUM CUT OR FILL SLOPES = 2:1, 1 TS 1 2 29 f RgAD 4. PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5HIGH, IN CITY [IF TEMECULA) STATE OF CALIFORNIA fs 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT sR S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL C❑MPACTI❑N REPORT FOR ALL FILLS LEGEND OVER 1 DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION ❑F C❑MPLETI❑N OF ROUGH 0000.00 S� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB T.C. ISSUANCE OF THE BUILDING PERMIT, CERTIFICATI❑N SHALL BE TO LINE, GRADE, ELEVATI❑N AND L❑CATI❑N OF CUT / FILL SLOPES. FLOW LINE F.L. 9 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH P❑INT H.P. TOP OF CUT SLOPES, <<,t �P w R FOR ALL FILLS GREATER THAN FINISHED GRADE F.G. �C,� 8, FINAL C❑MPACTI❑N REPORT WILL BE REQUIRED ,��, _ ONE F❑❑T. FINISHED SURFACE F.S. o � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS ❑Fn U THE PRELIMINARY S❑ILS INVESTIGATI❑N BY: LEIGHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 C,9 n DECEMBER 11 , 1998. �q TWO SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE PAD ELEVATI❑N PE 0000.0 �r '1%9 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE F❑UNDATI❑N DESIGN RECOM- A m D � MENDATI❑NS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000,0 ANCE WITH THE REC❑MMENDATI❑NS OF THE PRELIMINARY S❑ILS REPORT. W � 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE C��q ER'V TE DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE VICINITY MAP REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N, THIS INSPEC- SEWER SERVICE S o qy WAY TI❑N MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTI❑N FOR EACH LOT, DRIVEWAY y � NOT TO SCALE 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL I I o _< SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE Cn BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ER❑SI❑N AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 1PONT 1ILIV.-0.3'MIN. CODE SECTI❑N 17,06 (RESIDENTIAL), 17,08 (COMMERCIAL/INDUSTRIAL) PRIOR To LOT NUMBER 132 1 THE APPROVAL OF FINAL INSPECTI❑N. A PAD LE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE 3550 R BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS � z � z MATERIAL. INVERT ELEVATION I,E, Z' 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. DEEPEJUED F©�T I14�'i D.. ' 15'TSP, C �5'T`IP. R PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 5, (EXCEPT B 5' 5, B (EXCEPT C 5, C FILL MATERIAL. WHERE WHERE MIN MIN MIN MIN AND PRIOR TO CONSTRUCTION OF ONOR R NOTED) NOTED) 14. DURING ROUGH GRADING OPERATIONS S PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO _ PAD Z PAD ADJACENT PROPERTIES. �-�1 FF � FF 16' N N 16' 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED IN. IN. Y THE DIRECTOR ❑F PUBLIC WORKS, B 1 � . . 16 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE p��' Z _ - TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE CHANTEMAR WAY '""��'" ►� ? �' MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 101*Af, `�M PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �� R W 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. TYPICAL SIDE YARD DRAINAGE 18, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATI❑N OF BUILDING DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PAD ELEVATIONS, WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA-- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 35' INDEX MAP TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE AB❑VE THE ADJACENT GROUND SHALL BE GIVEN, 32' 35' 35' 75' SCALES 1" = 200' 19. ER❑SI❑N C❑NTR❑L1 ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER, SLOPES soft. 5' MIN. P/L 5' MIN. OVER 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE 6" MIN, 6" MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR C❑MBINATI❑N THEREOF. SHRUBS LOTS INCLUDED 3' MIN. 1' 1' 3' MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ❑N CENTER; COMBINATIONS, MUDSILL MIN, MIN, MUDSILL o 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATI❑N SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C,, CHAPTER 10.R. 3550 3560 3521 3510 PLAN 2 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT o LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. o o _ 12" MIN. 12" MIN, (VCD CD21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CD � U-) 12" MIN. ABOVE PAD ELEV. 2% MIN, 2:1 MAX. 6" TYP. 2% MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R 21% MAX. MIN. 217. MAX. o TO COMMENCEMENT OF ANY CONS TRUCTION/GRA DING. ROUND OFF TOP SECTION B B 0 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE P/L THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 5' o RECTI❑N OF ERRORS OR ❑MISSI❑NS DISCOVERED DURING CONSTRUCTION, UPON O REQUEST, THE APPROPRIATE PLAN REVISI❑NS SHALL BE PROMPTLY SUBMITTED d- cL T❑ THE CITY ENGINEER FOR REVIEW AND APPROVAL, 5' MIN, P/L 3' MIN, 1' J TYPICAL FOOTPRINTMUDSILLSECTI ❑N A - A MIN. 6" MIN, 0 N.T.S. FOR REAR YARD SLOPES GREATER THAN 5' IN VERTICAL HEIGHT cwn Under round Service Alert BENCH MARK w SOURCE OF TOPOGRAPHY OWNER / DEVELOPER 12" MIN, 1 Ebert Beim, #'ill iam �mst fit' AsswtateS ELEVATION : 1091 .074 2 1 MAX X. o MISS ONUL ENGINEERS, PLAMERS k SIIFtVEYORS RIVERSIDE COUNTY DES I GNAT I ON : T-46-81 STAMPED ON 2, & 1/2" PACIFIC PHOTOGRAMMETR I CS, INC. WOODS I DE CHANTEMAR, INC. BASIS OF BEARING NOTE 2% MIN. 6" MIN. z 25YNEZ � �00'T>]ECUA 92581 BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET 27431 ENTERPRISE CIRCLE WEST A CALIFORNIA CORPORATION 21% MAX. Q 1 -800-422-4133 O-JEFFERSON AVENUE TO THE INTERSECTION of JEFFERSON AND TEMECULA, CA 92590 23121 ANTONIO PARKWAY THE BEARINGS SHOWN HEREON ARE BASED ON A PORT I ON OF THE CENTERL I� OF — � WINCHESTER (HwY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HwY-79), (909) 308-2612 SUITE 120 MARGARITA ROAD AS SHOWN ON LOT LINE ADJUSTMENT NO. 95-0111 RECORDED AS SECTION C C LD 19- 2219 � To ABRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S DATE : 11-22-95 OR I G i NAL TOPO RANCHO SANTA MARGARITA, CA. 92688 INSTRUMENT NO. 416771 OF OFFICIAL RECORDS I N THE OFFICE OF THE COUNTY ' DATE 12-24-97 SCHOOL SITE (949) 858-4980 RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 1 '58'41 "W. LSD 14--Zllo �R CREEKFORK. IN THE S/E WING WALL, fi S/E OF CORNER OF BRIDGE ATTN.. TIM Mc G I NN I S TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. DATE : 11-11-98 COMMERCIAL SITE L D 9 9—O 9 6 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY ' Drawing No. o SCALE Q�OF E S 51 p�,�! CW CW MT RECOMMENDED BY: DATE: 7 ZY CITY Q TEMECULA DEPARTMENT OF PUBLIC WORKS I I M"```M J"� REVISED ELEV. I AU MOD FL 51 TE 11 �I� c�� ` A. < r PA U& GDT` SHEET 3 HORIZONTAL ,�`� c��� jr��� �� P 1 s Pr ore Under The Supervision Of Q Contractor ACCEPTED BY: DATE: 7 CAMPOS VERDES 1 0 � 1 � N/A No•43090 Date: DEPUTY D I R. OF PUBLIC WORKS, FOR CITY NG I NEER yA+y A TRACT NO. 28510 0 Inspector SEE ABOVE Exp. 3/31-00 RONALD J. PARKS N s T.5' /�'/.\YET_ VERTICAL M I AEL A. T `�+,ti AY �.1'A'� TRACT 28510 L O 1 � Date Completed R.C.E. No. 4309 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01frfl :: TRACT 28510-1 LOTS 24-29 N/A OF C�,�,1 v' PRECISE GRADING PLAN FOR MODELS SHEET 1 of 3 = j/ N 0) \\\ \ \ \ \ 09 1� a � .- 7,7 0o114 - • w LANE 4;;p - • RW _ _ - - - ~ 3.2 TG 246 2.6 IE .. ,� 46.57 2 3.8 TG 4.3 TG oil 45 75 - - 3.3 IE 23.8 IE 5 20, -_- F�' ►+ �' R `° K 1 �`' 2 4.7 TG 45.47' 50.00' 1 1 .2 TG .7 T 2 µ 1� R X4.1 IE 2 2.2 1 Vv 2.7 I j 4. 1 TG _ 1.0% MIN. 1.Ox MIN. 3.2 IE 2 O 1 �^ 1�K� 4.8 TG/­,)',j - L42 3.2 TG 2.fi I E U' ur 3.7 TG " 4.1 TG 2 3.5 I E � ND U 60�� \� • p 2 3.1 IE 4.7 .6 IE O _ r- - - _ N � F 5' G - - 3.8 3 8 8t 4.2 4.2 4.7 3, Orr 5 fi S ACE A 9 5 h o u FG FG FG FG FG.20rFG FG5.1 ao .,7 3.9 TG 3 DF 1 .4 TG � 3.0 TG � 2 2.9 IE 2.8 IE 2 2 3.8 IE �G x- 1103. 2 3.9 IE 1 2 kc) "0 < 2.3 IE z 2.4 IE 2 �$�F 29 °D FF 1104.5 U1 2 .9 TG Z 4.3 TG 2 FF 1105.8 28 k K 22 � N FF 1104.9 � 3.3 IE o 3.2 IE PE 1105.1 � _ o ���� 3.5 PE 1103.8 .p 1 02•g •� 1 PE 1104.2 FF 1105.4 5.1 0 0 1105.fi N W 1 _ W s CONS TRUC TION NO TE � � 1 W � 1 PE 1104.7 z 5 FG 4.5 TG 2 4. W 1 .0�; - 3.8 3.2 I E '-'3.2 TG FG 6 4,2 z 4 4 4.5 TGFHPP ,� `� c1020 211-01' Q 4" P.V.C. PIPE A 1 .0% 21 1'7 IE z FG 25 3.9 1 3.0 IE 2 2 4" P.V.C. AREA DRAIN �J 4.4 w I 1 O HP � H 30' 3 1 3� 3�" P.V.C. PIPE THROUGH S 2 3.6 TG 1 26 4.2 Ln 27 z �. 9 SPAC S A CURB PER C.O.T. STD. 303 �' p 3550 1 1.9 IE 2 3521 L,GB v 5 g'=2 (ED sQ' µ ' G� GF=1104.4 5 10 T 4.7 ks", 2 5.1 � � GF=110410 9 I E o ' , 5 GF=1104.9 FG FG GF=1105.3 5 16 ��' p 'r f►O _ °�°' 75 TF 1 FL, 1 1 4.1 T k! 1 �M 1%JDo N � 6�4 .5 TG Ln F k � N " All K Ik 2.8 I E 2 CAp N s F.H. rZ'ti• R/W 45.00 45.00' 45.00' 45.00' 45.00' 35.10' Nt lk 6h �� I 3 FS FS 3 F F 3 `' FG' 3 3 F FG' 3 FG' FG' p 6" ^ 0 �.�' ~ '* ~ ~ ao 8" WATER ° , 'Ill �- N �Iw o4v p . �I� Fryov NN AL I o Off" tJ pry`ti� �ryOry o �I� o�►ri c�i N_j o SDI�p o O O 21 �' 2 N � 04 2 N 24 - - - - - + - IN Gal - - cvc_ + - - - + - - - + 04 CO 8" SEWER o �1-'.0% oN cy) C )\NTEMAR VIAYo ZOK) o o � 0. sn Ln w UNDERGROUND SERVICE 38 37 36 35 34 33 32 31 30 20 0 20 4o so W ALERT Robert Bob, wMhwn Frost A AssociatesL Lw PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS Lw CALL TOLL FREE 27555 YNEZ ROAD, STE. 400 *TEMECULA CA. 92591 GRAPHIC SCALE a 1-800-422-4133 (909) 676-W42 FAX (909) 676-7240 0 TWO WORKING DAYS BEFORE YOU DIG LD99-096GR C� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY DRAWING NO. SCALE S S 10* RECOMMENDED BY: DATE: 7 DEPARTMENT OF PUBLIC WORKS A. l CW CW MT CITY OF TEMECULA CONTRACTOR HORIZONTAL ,��� `�� Jy��� `��, PI a P spar Under The Supervision Of SO s �'21 ACCEPTED BY: DATE: z CAMPOS VERDES 1 40 W No.43090 2 o INSPECTOR SEE SHEET 1 °` Exp. 3/31-00 Dote: DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENG I NEER Y,A•Y :;}. Y,Y. TRACT` NO. 28510 Q '} MICHAEL\A. TYL N RONALD J. PARKS F , Y A•Yx•..YA• p VERTICAL sr' cI v 1�- �,��! �` `' TRACT 28510-1 LOTS 24-29to a DATE COMPLETED lF of �`lFo R.C.E. No. 43o Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 �'� i :: PRECISE SHEET OF N/A C r „� R CISE GRADING PLANS FOR MODELS 2 3 LO r 1" AV/AR _ 1 O - ---- � 8 GV N f� 13 1 6 - 1 4 \/ERDFS - .- - ~ 1r � wCAMPOS A3 0 c A\M'l N 5' 2 1 _ m � w 00 OD — o -4 \ - — 1 1 .0% MIN. LO _ o ►. L0 J O I ~' 18.0 18.0 � 10FG FG Ln crS z fTl 2 TEMP. Z "/o LAUDIKIb I A AP15 FOR ` REMOVE , B AFTER F AL FF 1118.7 b1 � n � I . 1118.9. V - HOUSE" SALE 1 . '� PE 1118.0 0 � I ./ • ` � 1120.4 Z I Q �, 18.0 _ z z FG , 0 '�1 I tri 22 t ► �1 ---� / I ri zo W .3a .� 0 I ry . I / �1 FO20' �� GF=11 18.2 �� F�� I r V o QCII I / I I F5 I.S 7d N � F5 Ln �C \ ti / rll 6" F.H. 4 _ _ 103,811 \C:) o o -8" WATER co _ 4`' 00ori 8" GV'VA S. 12 NCN 1�3 G3011 r - 8" SEWER 7 �S �jl� •�9 O 1" AV/AR 1117.96 v r d- N I O O j I CID J � I J � 6 Z W 0 1118.4 ❑ 1120. 1 rJLQ I � 1121 . . C� I 20 0 20 40 60 I UNDERGROUND SERVICE CONSTRUCTION NOTES - ALERT Robert Bob, WWNwn Frost & Associatesp PROFESSIONAL ENGINEERS, PLANNERS tc GRAPHIC SCALE SURVEYORS 1O TEMP. 4" PVC UNDER SIDEWALK � CALL TOLL FREE 27555 YNEZ ROAD, STE. 400 •TEMECULA CA. 92591 (909) 676-8042 , FAX (909) 676-7240 1-800-422-4133 LD 99-2 21 GR TWO WORKING DAYS BEFORE YOU DIG LID 1717-7/10 C A? o LD99-096GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALEQ�pFESSION DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o ►►-q8-�► j wM I RE111SED ELEV. Iti T'IDDE-L 5Te- �, r we CW CW MT RECOMMENDED BY: DATE: CITY Q F TEMECULA DEPARTMENT OF PUBLIC WORKS A. CONTRACTOR pan K/Al6P DoT HORIZONTAL y� ����' �,�� `yam Plans Prep U,Ader The Supervision Of CA MPOS VERDES CHANGED TEMP LANDING LGCATIUN l"=40' � � No.43090 ACCEPTED BY: PATE: -2V?? � INSPECTOR SEE SHEET 1 °� EX 3 -oo Date: /7-7/419 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER '¢ RONALD J. PARKS TRA C T NO. 28510 F' o .1'AY.\' \'AY.� �. M I CH EL A. TYLMAN r.,• .Vw\Y.Y DATE COLLETED VERTICAL sl'l I �. \`r Y KI.\'A'LYA• LOT 1 N/A F OF �0�\ R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 �rir� :�:� PRECISE GRADING PLANS FOR MODELS SHEET 3 of 3 z