Loading...
HomeMy WebLinkAboutLot 1 Precise Grading i TO RIVERSIDE PRECISE GRADING PLANTO CORONA c 6n R/ w PASEO DEL SOLGRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY ; n ORDINANCE 457_ SITE PROJECT RD A 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1'. DRAINAGE SWALES SHALL BEA PRIMARY RECREATION AREA PAUBA MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPES = 2:1. � � u LOT 1City of Te ecu R CAMPANULA WAY cr 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. TRACT NO . 2418645. All GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL HIGHVlAY 79 CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. TO SAN DIEGO 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN MAP CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING ,�„ , NOT VICINITYSCALE PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO UNE, GRADE, TO ELEVATION AND LOCATION OF CUT FILL SLOPES. 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. 0 FLOWS, ALONG TOP OF CUT SLOPES. \ 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS LW 43 INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND " CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL (909)694-6411 AT LEAST 241„ ,vr HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ,JF:3. EB 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR .fF « GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN `��• ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SCHOOL SITE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE is STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ® 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY SHEET � ° 3 DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES ® SHEET 2 OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. - SCHOOL SII E 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL •Chi- BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS $ / -- ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - - - L - cA LEENA WAY SUNNY MEADOWS DRIVE LEGEND EARTHWORK OUANTITY ESTIMATE F.L. - FLOW UNE F.S. - FINISHED SURFACE F.G. - FINISHED GRADE RAW CUT RAW FLL G.B. - GRADE BREAK H.P. - HIGH POINT / L.P. - LOW POINT 1800 C.Y. 14,200 C.Y. R. - RATE OF GRADE t� � � �� 2 CAMPANULA WAY T.C. - TOP OF CURB GRAPHIC SCALE: 1"= 100' T.W. - TOP OF WALL BOUNDARY INDEXMAP (461)-- - EXISTING CONTOUR 0 SCALE: 1' = 100' 461 - PROPOSED CONTOUR Y - SHEET LIMITS W 04. - PROPOSED PAD ELEV. -� - STORM DRAIN - BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 3 Underground 2 112* BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION cl d'Y Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERUNE OF BUTTERFIELD STAGE ROAD AS / OWNEk/DLVLLOF Lk: of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN ir."Ton.,.."" s MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS ,. INTERNATIONAL se� Call: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. 3wMmVkW-crff CAL-PALOMA DEL SOL, L.C. 1 -800 OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22 56'23"W w INC. �ti For" j OF P.P. (NO.#) 94' N. OF THE CENTERUNE OF RANCHO CALIFORNIA ROAD. vatw ,r..,,e.. 9404 GENESEE AVENUE, SUITE 230 Z 422-4133 Inland Empire Division FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. p SAN DIEGO, CALIFORNIA 92037 - - L� 9 7 - 0 4 7 G R 3 Two WORKM DAYS BffORE YOU 01G ADJ. DATE 9/13/82 ELEV. 1128.410 - SEW MW%w Am. ,,.r " ,.,. .,,, Fuft% c, n+•�.M-,, L,! CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: ESS/ Designed By Drawn By Checked By Drawing No. - - - - JRW DH RM- Contractor Civil RECOMMENDED BY: DATE: t1�12_ CITY OF T E M E C U LA DEPARTMENT OF PUBLIC WORKS � - �� � --- --- -- - - - _ _ . Horizontal Plans Prepared Under Supervision Of --- - --- - - - _- -- - -- o SEE ABOVE _ A. �' t0011 ACCEPTED BY: - DATE: Pt PRECISE GRADING PLANS Inspector I I'1 RONALD J. PARKS � 12-31-99 � Dote � c CDote ompleted Vertical Exp.12-31-90 G O .. FESTEY PRINCIPAL ENGINEER, FOR CITY ENGINEER FOR R Y PASEO DEL SOL OF cg-\E R.C.E No. 45920 Expires 12/31/98 R.c.E No. 1974.4 Expires 9/x/97 - _ o PRIMARY RECREATION AREA Sheet I of 3 % $ 1 LOT 17 PAD 1184.0 n AfArC E SEE 5HEET 3 ` Loi 1b PAD 1183 5 9 h tlilt f LOT 19 !. ; C1f- PAD 1183.0 PAD 8 58.5 : it s --f1�f sc.AL-F-, 1"-40' 40 LOT 20 PAD 1182.4 • L07- 2 N � (SCHOOL SITE ) _ LOT 21 PAD 1 181.0 I 3 PENT /VOTE ' SEE L41VD3G4PE PLANS FOR O/MENS/ONb, RADA16, EX. LOT 22 ' PAD 1 178.7 � + - LOf PAD. 5aLAAID,SCAPE ►\ �N IMIT=✓. f»e —ARCH'S PLANS FAR ADDITIONAL INFORMATION. PoopJR c.► v ADT 1 ;6.3 T PAD - 570LOT 4 Z N PAD 1173.9 Z _ 1 Vol aINit W PAD 56.5 }1 7 � - PAD 1 1.5 0 y �'S7 �4i 'Z 5' - h3� F31 h 0 � �1e{, � 367Xerg- . LOT 26 {� $X55 i�' L °' t x c 51� � ! _ 3Q" SSD pRAIN PLAN5 ' N \ PAD 1 169 t3% STDG P��. NA -0-004 1 RCF8 4 ` 0 2 '� ° rcn ,„ b _ I Ar A ti�F h 3�ti ti�L/ h R -a '(I emirs I h h >b ,r w, I`lam f54 _ - — A�55 RAMP 10 T >'�s5ia - - _ Nor ro scALE N 1ts5.0 Tcetr c �." ss N e' !f5¢.�bes Or i a 9`S f494 F c. . C�L /f�JDJF3 1/50.44 �_ N r N30'&.D. �•' fo"�o. rrw S DRIVE � b o_ yi 001V-5rRUC770N NOTE'S emsmicr 3"AG/4-AB. s � b 3 P R TR.f4186 . PROJECT- ZO - CIW6, JRUGT TYPE "D" CURB ONLY PER Ct+17� D. N... W4 (MODIFIED 60 C•f-. WNS7Mo0&r 51DEWALK PM LANDSCAPE ARCH*6 PtAIV. ® - CDA6MCT CONCRETE PAVING PV LANDSCAPE AkCH'S PLAN. O - COA157RWr CATCH DAS/N PER RC-FC-D. STD. DOG A/' CB/010 CAMPANULA WAY O - C0N57RUCT ORIVEMY APPROACH PER 07Y STD. Al! Z07A oQ�OFLSSIO,ygl �o - cwbmcx cum mmsmoN ( D" ro. G') cF,y� Fy " N0. C45920 41 E.p 12.31-M KEITH •�.+....• . J'l CIV11. INTERNATIONAL . ;;, • - CPS INC. qlE OF CAt��� . ,�'"�,o be 3a Inland Rmpire Division �e eArr SSSS Ono- ._. .,.m W ....,. .r... C,&l..l at.-� LD e7-0476P CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. RECA14WLADED BY: DATE: –W&'k7— CITY OF T E M E C U LA DEP AR 7MEN T OF PUEUC WOOKs -- - Contractor -- 6EE 5WEET A/e t Horizontal Plans Prepared Under Supervision Of ACCEPTED eY: � DATE: �sI�7 PRECISE GRADING PLANS Spector r ire 3 11147RONALO J. PAWS FOR Date Vertical SE00GE'WILSIFIESTEY j IPRINCIPAL ENGINEER, FOR CITY ENGINEM PASEO DEL SOL Comleted 459M p a/3r/ ° 19744 9/30/97 PRIMARY RECREATION AREA R.C.E No. _ Expires R.GE No. E�lres Sheet Z of 3 L661 9Z =5Z -81 Z J4V PaM 2338\V38V 33a\9M0\000-r9LOWN o y LOT 76 1177. L'! PAD 11797 1 7r j 00 \ \ no O Zo 40 60 80 0 /� 5(:ALE I"= 40' _OT P\ AD 1172.6 a 3� /•�LOT 52 PAD 1171.0 f � LOT 43 ,\ 5 .\000 PAD f+ef.d F'4 o' �� e n CO(J 4 1 1 a ti L 01 44 rAV If83.6 80 7 LOT \ / PAD 1 t 87.6 \ 66 / \ 4 to'• I / UM/Ts OF PAD. SEE LANDSCAPE P. 0 �m ARCH 5 PLANS FOR A00MONAL �,.4 QPM 4� o �,g LoT 45 INFORMAT/0N. PAD 1 1 B7.1 \ \ fig/NP O LOT - 13 PAv ffes 3 • • 5/aEwAc)c PER \ � "NND6UPE ARCH. LOT 10 LA \ 1 __ / �, PAD 1 1 B6.5 / I 63 \ F r 4' 2 ¢. LOT PAD 1 t 85.9 _ _ M/ .ry \ '�'�A TTp) + `"� lett LOT 46 �n PAD ffaG 3 LOT 12 - PAD F35.5 s \ R, `� I '. 1 ^ e G •PLC 13 - 11B \ 1ti LOT 47 D94/N P/PE PAD LOT 5.7 \ 13 pqp ff�G7 \ \ I I 1O( / UNDERWALK DRAW DETAIL aA� 1v07- 70 5CAL-E _ 6 ,Igo LOT 14 3 4 L PAD 11 Bs.s � •�' L.OTNOTE: ME' l4WDbGAPE PrAN3 FOR DYHCNb/ONS, RADA16, FTG. LOT -�_ PAD o \_ LOT 16 h — — — 1184 PAD 1194 4 X CONSTRUCTION AlOTE5 = PROP rs EA DRAIN(; 1161900 CONSTRUCT 5/DEWALX PER LANDSCAPE ARG4'S FLAK \_ LOT 17 �\ � 11 1 v -�\ PAD 1 1 B4.o 8 © - CONSTRUCT rti"f UNDERhG4CX AeA/N PIPE PER DETAIL i 1183 HEREON• - REMOVE EXISTING TYPE X INLFTAA/D CONSTRUCT TYPE Gl DRAIA/,46E /NCEr PER CAUXANS MATCHLINE �� s9 ORA TE SSEE SHEET Z �YPLTD-�N13 PER CAL TRANS 5 0 73 01114M BICME �,D77. AS .o" �o oQ�pFENSIpNgI plA (E�,\, F2 c� W rr+' N0. C45920 {� KEITH INTERNATIONAL �rvLc S "�` * Exp t�3t ZALnd .• .A:.-z �11Q INC. s..%.V*+.r-crs sl C/Viv �� rt ater Akw vo" =Y Inland Empire Division c%8U...W a... .. qlf OF C � LD 97-047GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. Contractor - JRW -- - OH RM -- RECOMMENDED BY: LDATE: — /4Z CITY OF TE M EC U LA DEPARTMEW OF PUBLIC WC)R+(S - 5EE SHEET/V° 1 Horizontal Plans Prepared Under Supervision Of � Z Inspector f _ ¢O B � / PRECISE GRADING PLANS Date Date 7 Zq �� ACCEPTEDY: RONALD J. BARKS DATE: Completed Vertical GER STEY PRINCIPAL ENGINEER. FOR CITY ENGINEER FOR PASEO DEL SOL R.C.E No. 4920 Expires 12/3199 R.C.E No. 19744 Expires 9/30/97 PRIMARY RECREATION AREA Sheet 3 of 3 L661 SZ :Lb =91 a jdd paM ED38\d38d )3H\9M0\000'V9L0E\ :N