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HomeMy WebLinkAboutLot 25-36, 44-46 Precise Grading LEGEND PROJECT SITE TRACT N11 � TOP OF CURB 0000.00 T C .c1 z 28309 A K m N_ FLOW LINE F.L. HIGH POINT H.P. 6'TV. TV., � 5' B 5' 5' B YME WNWC 5' C WM FINISHED GRADE F.G. MIN MIN MIN IQIED A — PRECISE CiRADING PLAN lie MIN FINISHED SURFACE F.S. M� e GARAGE FLOOR GF 0000.0 i PAD ELEVATI❑N PE 0000.0 FINISHED FLOOR FF 0000.0 - Z oo m M —'� * WATER SERVICE SEWER SERVICEa ® !� s AIR RELEASE VALVE 0=_1 TYPICAL SIDE YARD D AINAGE FIRE HYDRANT DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ----- —�_ _ -- n CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. DRIVEWAY --- - - - - + STREET LIGHT 00' OR 12' • . « m SLOPE U • EXTRA DEPTH FO❑TING �5 • M s ms~® INDICATES AMOUNT OF MAILBOX Q VICINITY MAP O (TYP. ) ' • EXTRA DEPTH FOOTING L` • NOT TO SCALE ACCESS RAMPrM GRADING NOTES P.C.C. ` SIDEWALK CURB & LOT NUMBER ❑X GUTTER y' 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, INDICATES MODEL MAILBOX LOCATION -L-- --1--�. L. .-!�_9 � AS AMENDED BY ORDINANCE 457. . MINIMUMDETAIL NO . 2 2 DRAINAGEBUILDING SWALES SHALLPADNBEDAAINAGE MINIMUM OF 0.2' DEEPSANDLSHALL BE UNIT TYPE 4B CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. N.T.S. INDICATES ELEVATI❑N INDEX MAP 3. MAXIMUM CUT OR FILL SLOPES = 211. WATER BLOW-OFFm 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 10' OR 12' Ir- SCALE + 1' = 200' FILL SLOPES OVER 5' HIGH. THIS LOT REQUIRES A BACKWATER VALVE 6' PER SECT. 409 OF U.P.C. PER APPROVED — 48 16 12' MIN. ABOVE PAD ELEV. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT WATER AND SEWER PLANS. ( SEE INDEX MAP ) MIN.ITYP. w S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY v PLACED AND WHO SHALL SUBMIT A FINAL COMPACTI❑N REPORT FOR ALL FILLS i � OVER 1' DEEP. MAILBOX 4" MIN. ROUND OFF TOP 200 100 0 200 400 600 (TYP. ) CLR. P/L _-_ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 5' - -- -- ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRAPHIC SCALE : 1 " = 200' GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND L❑CATION OF CUT / FILL SLOPES, P.C.C. SIDEWALK CURB & 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG GUTTER SECTION A — TOP OF CUT SLOPES. AMAILBOX LOCATION B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 6" MIN. s' MIN. S', MIN. 6' MIN. DETAIL NO . 1 1 FOR REAR YARD SLOPES GREATER ONE FOOT. 3 MIN. 1 1 3 MIN. THAN 5 IN VERTICAL HEIGHT MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF N.T.S. THE PRELIMINARY S❑ILS INVESTIGATION BY: LEIGHTON AND ASSOC. DATED JAN. 2, 1996 d `' • 48,97' 46.55' TWO SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE •• •� ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- •►• 43.83' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 12, MIN. 12' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT. 2% MIN. 2:1 MAX. 6" TYP. 2% MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 21% MAX. MIN. 21% MAX. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N. THIS INSPEC- S E C T I❑N B — B TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - CON S1 R U C I I ON N 01 ES & OU AN TI TY ESTIMATE SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 5' MIN. P/L 2 PLANTED WITH GRASS DR GROUND COVER TO PROTECT THE SLOPE FROM NO. ITEM QUANTITY UNIT EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN. 1' � THE APPROVAL OF FINAL INSPECTION. MUDSILL MIN. � LOT GRADING (15 LOTS x 15 C.Y./LOT) 225 C.Y. 6 MIN. CONST. 0.25' A.C. OVER COMPACTED NATIVE MATERIAL 659 S.F. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, 1 3 © 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 77 D INSTALL 3" P.V.C. ROUND GRATE AREA DRAIN 1 EA. LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. ® INSTALL 3' P.V.C. DRAIN LINE 55 L.F. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 12' MIN. 211 MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 2% MIN. 6" MIN. © INSTALL TRAFFIC BOX, BROOKS MODEL NO. I-T, J & R CONC. 3 EA. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. MODEL NO. V-2R OR EQUAL APPROVED BY EMWD DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION C — C 15. EROSI❑N C❑NTR❑b ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER TYPICAL OVERALL FOOTPRINT DIMENSIONS 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THERE❑F, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, C❑MBINA- ; SCALE: V = 20' TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE o PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Underground Service Alert BENCH MARK U.P.C. CHAPTER 10,R. Robert Beim FiUiam Frost & Associates ELEVATION : 1091 . 74 OWNER DEV -OPER 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR N o PROFESSIONAL OCINOM FLAMERS ! SI NEYORST❑ COMMENCEMENT ❑F ANY CONSTRUCTION/GRADING. RIVERSIDE COUNTY SIGNATION T-46-81 STAMPED ON 2, & 1/2" REGENCY HOMES INC. 1]9) 67 I D SIE. 1AX (9 9) 67 -25A1 BRASS DISK IN TE WALL FROM THE INTERSECTION OF RANCHO 4532 SHARON DRIVE, 17. APPROVAL OF THESE PLANS BY THE CITY ❑R ITS AGENTS DOES NOT RELIEVE _ CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 CALIFORNIA ROAD FRONT STREET 1 .7 MILES N/W ON FRONT STREET THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 1-800-422-4133 -JEFFERSON AVE TO THE INTERSECTION OF JEFFERSON AND LA PALMA, CA 90623 RECTION OF ERRORS DR OMISSI❑NS DISCOVERED DURING CONSTRUCTION. UPON g WINCHESTER (HWY- ), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79). (310) 865-7788 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CREEKFORK. IN S/E WING WALL, 6' S/E OF CORNER OF BRIDGE TM NORK INC DAYS BEFORE YW D I G ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. LD97-06 9 GR N CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SCALE �pFESSIpy DESIGNED BY DRAWN BY CHECKED BY /� �3 °J Drawing No. 0 Q �Z ADEL S_ CASAO DEL S. CASAO MT RECOMMENDED BY: DATE: ? CITY 0 F T E M E C U L A oEPARTrrr of PUBLIC NORICS HORIZONTAL i Pns rep d Under The Supervision Of a N A W No.43090 ACCEPTED BY: DATE: �01f TRACT NO . 28309 Q o RONALD J. PARKS PRECISE GRADING PLANS Inspector SEE ABOVE d Exp. 3/31-00 � Date: _ _ r Cl l �� M I CHA L A(19�om AN CITYCCOFATEME ULCER ,_, - - 0 Dote Completed VERTICAL 'l o� MODEL SITE LOTS 44-46 k LOTS 25-36 N/A F OF CAMIE R.C.E. No. Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-97 'r.�: , TITLE SHEET sHEET 1 of 3 PLOT 10-9-9 7 NICOLAS ROAD 60 61 62 J � 10 3 � o L ti ,�G `ti ,�G v `dab A sq nn' -Ln ss 9 $ c +t _ c N _ • 30' 30' N � _.. v ._ / /e 1/27.3 v /0/0 1 20' 20' 101 27. 1 ` � 3� 26. ( �L F FG 11 FG .3 ( 27.6 F 15' PE 1126.7 PE 1127. 1 W FF 1127.2 FF 1127. 81 � 7' • PE 1127.6 FF 1128. ~y lIZ .? T. Q 1En+►1° _^fit 26. 7 • b' 27.6 a--4 Fcr.1C.E , . •. 2G. FG 27. 1 � FG M _ 8� AR F 5 FG B CR -L.S 1 55 L P. P V. � 25.9 � Z Z GF //2G.T6 Ft-G. CF //27./5 10 10' GF //27.G5 �(,V Q �,33 26. i 26. 7 ' • 1 27.6 ' W ,�• FG FG FG TEMPOR^R-r HANO1 CAP `$ ` e' Z5.7 -N �Q � ' r► •. —j QCc fOR MODEL SITE G01VMCX Qr0PPRKIhl& s ► D DRIVEWA 0 F[ 6 2. y aV5 _ S W V ej S F :ti•��' F�' �`FS ?SES' �t;�s. 1124.0 1NV. 3'Pv,G. cis %44 sr l l 23.9 3 FL. MILANO N � ROAD 18 CN _ 1 o N O R/W 10 0 20 40 60 GRAPHIC SCALE IN FEET Underground Service Alert LD 0 0 CALL TOLL FREE Robert Bein, Wirriom Frost & Associotes PROFESSIMk ENGINEERS, PLANIM t SURWYCRS g 1-800-422-4133 7M YN7 W. STE. 4M.T9M G. 091 1W (909) 676-9042 , FAX (909) 676-7240 N LD97 - 0 G9 GR 3 TWO WORKING DAYS B FOIA YOU DIG i N CONSTRUCT I OPl RECORD DATE BY REVISIONS DATE ACC'DH ► SCALE Q�p F E S S 1 pyo DES I GNm BYDRAWN BY G® � RECOMMENDED BY: DATE: t D �S `97 CITY T L M E C U A pEPARThENf OF PIIS I C TORICS Dr ow i n g No. Q p ADEL S. CASAO DEL S. CASAO MT Contractor HORIZONTAL y`yQ ���l A rr�i�= �s P ns rep Under The Supervision Of Q Q ACCEPTED BY: O` DATE. / TRACT NO . 28309 a Inspector SEE SHEET NO. 1 20 � 333090 / { RONALD J. PARKS p / Date: PRINCIPAL ENGINEER PRECISE GRADING PLANS MICHA L A. MAN 0 Date Completed VERT I CAL sf�J I V l -Q& - - CITY OF TEMECULA , ` MODEL SITE N/A F Or CkO R.C.E. No. 090 Expires 3 31 00 R.C.E. No. 19744 Expires 9-30-OI '%1°°0 LOTS 44 - 46 SHEET 2 OF 3 PLOT: 0(6-05-97 JN: 401082 i v N W r PE 1125.3 PE 1125.8 PE 1126.1 PE 1126,4 24 23 22 21 20 10 0 20 40 60WNW -_ - - 92.32 GRAPHIC SCALE IN FEET 62.00 91 .60' T15 3 A c� g M 44 44 JjV;J' AA 1% N F�,14f' t; --- �._ 23.6 _ 1122.V 23.4 2FG4 - f 1 _ 2FG - - FG 04 22.9 22. In - FG I PE 1123-C aro FF 1124. _ C PE 1123.4 ® - PE 1122. FF 112a,.9.' FF 1123. g' \ s * 16•* �,� 23.6 FL,v& 2�> 23. W' ICU 15'1 - 12.00' GF 1123.fis 3� cli 2 2Z.5 23.6 n 22.9 1 CR FL,WN � •� �( '��. LC) 21.7 W M FL 2 •45 F` Cs8 a_ a ,I 10.00' c,F 11 a. ro . . 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'� U_ � '(.0 PE 1123.4 - PE 1123.7 -t� � N 45'+ IFF 1119S.91 IFF 1124 k, r Z Z°• tZ* 2 3.0 .3 I 32 X W 4 N 04[14 - 2 .0 FG 23.7 FG 19 23.4 23.7 l N N ,n - FL,HP 23G4 FG `�i +4 I14 Ln N �; 11 1 1123.4 / « Ln 0 N t. 1123. 1 O FL H P +, 4 h�. p� IS FL, HP CID CII 1% CIO 130.00' y _� Q; 65.07' 62.02' 112.28' 61 .77' m TRACT BOUNDARY - V Underground Service Alert - N (,'001E P911VATF Comm) N 0RAtA1AGE E59 go"wiciE PrIVATE TINA C T 11D• Z31ZL9 �At�c1AC.E CALL TOLL FREE Obert Beirt, William Frost & Associates PRTMIOW RAWM t sRvElrats o 1-800-422-4133 2�nEz IN, SIE. 4MeTEIEau G. lel (909) 676-8042 , FAX (909) 676-7240 LD97- 0G9 GR 0 TWO WORKING DAYS BEFORE YOU DIG N CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCH MARKscALE Q�p4 E S S/p OEs I GNED BY DRAWN BY CHECKED BY tRECOMMENDED BY: DATE: '9 CITY OF T E M E C U L ADrawing No.ADEL S. CASAO ADEL S. CASAO MT o DEPARTAENT OF PUBLIC C WORKS o Contractor HORIZONTAL .`� i�`��` !r�`'= �s PI s Prep r d Under The Super v i s i on Of ACCEPTED BY: �� / '�- DATE. ' TRACT NO . 28309 Q Inspector SEE SHEET N 1 1 20tDo.a� -oo 1 RONALD J. PARKS Dote: O PRINCIPAL ENGINEER PRECISE GRADING PLANS -1 VERTICAL Jt �l lL �! M CHAE A. MAN CITY OF TEMECULA E , PHASE IILD Dote Completed 4, v y `�E�Q� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19774 Expires 9-30-01 N/A F c ,,'�Iwo ° LOTS 25 - 36 SHEET 3 OF 3 PLOT: 06-04-97 JN: