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HomeMy WebLinkAboutLot 1-7,24-29 Precise Grading GRADING NOTES: PLAN 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING I APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. R�HGHo ���'VJA RD^D 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES SHALL BE A ROxD MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. CROWNE HILL ASTORIA `�� R'�h�, °� �5�� PROJECT SITE 3. MAXIMUM CUT AND FILL SLOPES = 2:1. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. sue VIA RAMI W WHO SHALL _ ' c CRE ° 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER 2314310PHASETRACTNO . a LACE CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION �P'l `G�AeE ,o REPORT FOR ALL FILLS OVER 1' DEEP. a SAN ROAD 0 � F 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN ot 4► CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADINGLOTS7 24 % PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ' ELEVATION AND LOCATION OF CUT FILL SLOPES. I �c• Pio PICo 7y 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. I RO. I I o►�D I R B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. �' 1-41�4� ar �J � 1 HWY. 79 29 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS -- INVESTIGATION BY PETRA GEOTECHNICAL, INC. (JOB N0. 241-01) DATED 10-24-02 AND ALL ADDENDA ----. -� TO SAN DIEGO THERETO. TWO SETS OF THE FINAL COMPACTING REPORT SHALL BE SUBMITTED TO THE CITY `� / VICINITY AP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 23 24 25 n 47 211 mom NOT TO SCALE CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF _* 41 1 -�- - -- -- -�- -- 10 - -r- aolliinb II THE PRELIMINARY SOILS REPORT. ROYAL CREST PLACE -~ ` 30 P.L. C 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL (909)694-6411 AT LEAST 24 = = .� HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. `~ J 1 X MIN. a 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR Guam "E-lillill" I GREATER THAN 5' 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 I I DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I I ACCORDANCE WITH CITY DEVEL I 5 I - _3' � 000l2. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, MIN: PUBLIC r' DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 26 �r ' I MIN. � 2 7 � � UTILITY 5' 202 ' EASEMENT - B 2% - B 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, _ s f MIN. -� MIN. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A • . ' Alow REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. •. f ' z I >�t - '� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE • --- ' �- 3' STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER2 2 UTILITY ' I _ K PUBLIC ,� I I AND DAMAGE TO ADJACENT PROPERTIES. I 5 f EASEMENT 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �4 19 � a �'° �' 2 8 - BLIC 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY I I PU5 DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST � - -- I _ _ UTILITY BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ' �- N EASEMENT n 2 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH1.5) SHALL BE �► / SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES / OVER 30 IN VERTICAL HEIGHT. / -� _ , .�. TYPICAL LOT 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDINGRAINA E DETAIL PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN D G � � . r � SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS N.T.S. ' 9 REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q 23 24 / UNLESS OTHERWISE NOTED ON PLAN 5• / P.L. SEE PLAN FOR DRIVEWAY GRADE N • / 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PUNT AT 12" CENTERS OR 0 / / / ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, / 5 W MIN. • W SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT I / z FOOTING EMBEDMENT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT / / ._, 3' FL 2,* MIN' J DEPTHS SHALL CONFORM SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R / TO 97 UBC SEC. 18061 to MIN. 9 REQUIREMENTS, I.E. 12" 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4* PER FOOT FOR 13 14 i » i 17 / m I m MIN FOR 1 STORY AND 4-A MINIMUM OF 3 FEET. *" ie / z FL , 18 MIN. FOR 2 STORIES. STAI111�CO CIRCLE ' - l / 2 3UNLESS OTHERWISE 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. / MIN. Z / � SPECIFIED BY GEOTECHNICAL de MINCD r�--'v - -"_- REPORT. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF / '� r '�"' 2.1 ANY CONSTRUCTION/GRADING. ___ J - •• • - / " MIN. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ••• ■ Q / 2% MIN. * PAD ELEV. ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED I _ �.l • • I 66 . O / 20% MAX. DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY _ • __. F _ ` _ / BACKWATER � Z V 20%MMAX. SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. VALVE CHART ��, 3 / / 7 � 5 4 2 *�2 BENCH REQUIRED IF SLOPE HEIGHT IS 5 OR GREATER 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. LOT LOT fl IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D" 25. W.D.I.D. 933S317203 9, .��9,1� �/ 1 NO 24 NO � Rai ' SECTION 9A-A9 " � - / / N.T.S. 26. SEE APPROVED "WALL AND FENCE PLANS FOR YARD AND PERIMETER WALLS AND FENCES. 2 NO 25 NO - / / Q P.L. / W 5 5 W � �/ / Z z EARTHWORK QUANTITIES: 3 NO 26 NO ,� / / V / z MIN. s MIN. CUT = 650 CUBIC YARDS (50 C.Y./LOT) 4 NO 27 NO ;^ ryrr FILL = 650 CUBIC YARDS 50 C.Y. LOT / / o �' v 5 NO 28 NO I M 3 FL :o I m / / 50 25 50 1 MIN. PA 4 FL 3�LEGEND 6 NO 29 NO � - / / GRAPHIC SCALE: 1"=50' :��--�f PAD ELEV. AC - ASPHALT CONCRETE - - - -•_- TRACT BOUNDARY 7 NO 60 49 56 .,: y MIN. EXTRA DEPTH OF •� N _ x BF � BACKFLOW PREVENTER - RETAINING WALL _ / / INDEX MAP FOOTING AS MAY BE - 2• PAD ELEV. DF DEEPENED FOOTING (BY SEPARATE PERMIT) DW - DRIVEWAY ___- // / / SPECIFIED ON PLAN - FLOW LINE CROWNS HILL MINIMUM YARD SETBACKS: ;; PAD ELEV. FG - FINISHED GRADE / � OF INDIVIDUAL LOTS FL -- FLOW LINE y SLOPE (2:1 MAX.) 2% MIN. " 2% MIN. FS - FINISHED SURFACE FRONT: 20' TO FRONT ENTRY GARAGE - - 20% MAX. 6 MIN' 20% MAX. - GRADE BREAK � ' '- ""' - PUBLIC UTILITY EASEMENT 65 1 54 fi1.5 GB 10 TO SIDE ENTRY GARAGE OR LIVING SPACE I ■ ■ E TIO T-60GF - GARAGE FLOOR 90 - LOT NUMBER SIDE: 5' TO INTERIOR LOT LINES HP - HIGH POINT 10' TO RIGHT OF WAY ON CORNER LOT . . F.L. ci N.T.S. INV - INVERT PLAN 4C - HOUSE PLAN TYPE REAR: 10 TO REAR LOT LINE ■ • ■ 15 - 20 TYP. W TC - TOP OF CURB FF=1109.67 -- FINISH FLOOR ELEV. ---- P.L. 10 MIN. z 2• TF - TOP OF FOOTING PAD=1109.0 -- PAD ELEVATION PLAN 2 TG - TOP OF GRATE PLAN 13,305 SF PLAN 3 2' J TW - TOP OF WALL 3,950 SF MIN. M2,915 SF HOUSE PLAN LEGEND I N.T.S. I = z Z'1 PAD ELEV. o BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 1Z M� .- 1' N '-- `" - Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: �� EROSION CONTROL BERM LD03--259GR of Souchem Calftria CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN �!► PAD ELEV. Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES PAD .� _ INTERNA SIDES , 7 CHAIN LINK FENCE 21'x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2T56'230W SECTION_ C r LD03 193GR � -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 40980 COUNTY CENTER DR., SUITE 110 2X MIN. 422-4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. TEMECULA, CA. 92591 N.T.S. 20X MAX. SECTION •D�De TWO WORKING DAYS ear You DO ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (909) 719--1464 N.T.S. LD03 142GR CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE Lor 2s CITY OF T s ELocAIE I�o�usE ON QRoFESS,b AS NOTED � DEPARTMENT OF PUBLIC WORKS Drawing No. contractorcontractorRQ� A4 C, � RECOMMENDED BY: DATE: LD 2 EL mlNA 1E RETAINING WALLS. LOTS I- k. F Inland Empire Division PROFILE SCALE R�LocATc - w Lir SEE ABOVE � � = r�o ate. , s� .� Ilbn�no ►�►. a 92&W-W24 �) �s,�-a��r 2_ ,� Ir"Wector No. 8089 ACCEPTED BY: v � Exp. o�3i--os DATE: 3 PRECISE GRADING PLANS Date � � � Ions Prepare Under Supervision f RONALD J. PAWS PHASE 1 TRACT N0. 23143-10 ` qT C Iv 1�.- Date D DRAWN BY. KS DEPUTY DIRECTOR OF PUI woRas FpF C � C. No. 28089 Expires 03-31-06 DESIGN BY: MM 19744 9/30/05 LOTS 1 - 7 & 24 - 29 p CHECKED BY: MWS R.C.E No. Expir.■ Sheet of 2 -26 27-- 28 ROYAL CREST PLACE " ` _ ___-- = _ ' - 1 2f' R21F 2:1 SLOPE (TYP) \ t t 21 ,�.5 � I I t A PAD:---- 12 9-7.9 96.9 97.5 FQ FG _ �e � I I �t� r � 2� I � 1 26 6A 27 PLAN 2R At PLAN 3 AZ FF=1297.40 PAD=1296.9 FF=1297-40 / ' 21.5' PAD--1296.9 11.3 FL .0. ;D 25 PLAN 3R -FL _ / 1 64 'N FF=1297.10 1.OX On. 22 PAD=129 6-6, 2-OS . F=A : 129 7.9 1 of 0 -k / I 41 28 011/1 0 PLAN 2R 10.T / I l I 40 �40I FF=1297.10 / I / • PAD=1296.6 .0 9% I l I 94.64 S CAD 0 CL _..0 / / / / 16 16.97X I a n7 A (0 04 I LO-A-A kf t. .00 Of .0 z0X _13.65X 0+ / / / 31.2' an. 7.8qx 29 / / PLAN 3 24 ft a -4 F=1296.90 / / / / 23 PLAN 2R A PAD=1296.4 ` / / / FF=1296-80 / / / [---'A[) 12 97. PAD=1296.3 of / / / 0 0 r.o l l l/ / / 4rA t.qv gw. 5.59' CID T I Ay 00' T I z a' � ` / / / Av S TAKWO E w� / --- n n _ . _ _�S 14 6" SEWR 2 4010 46 .9 2 46 A&. ......... le) in-j 40-1 if I / / > Q 40' T-- A I I Ir _r or 1. je�FH 70.oo' Mau- f" AS 00 6 kb V� �, •- �_Ni a" WATER •-1'`� / � / I . - A 2% P2 N A b 0 Ci 46 0 0 0 0 a j R GF=96.4 • %-FL' bt GF-9 � � .4 GF-96.70 V. MPG - J / / 9.17' 5.0 GF=97.40 §1 .00 Ir 3 -- ---- PLAN 2R ar 5 t7 , A 0.8 PLAN 1 R • 4 - ------- FF=129 6.90 14 7 °F / / FF=1297-60 PLAN 3 PLAN 3 . I I (W PLAN 2R PAD=1296.4 it PLAN 3R AZ FF=1296.50 Q / / FF=1298-30 PAD=1297.1 FF 1297.20 95. 0 %JI I / Q 9 PLAN 1 R FF=1297.90 EW PAD=1296.7 PAD=1296.0 PAD=1297.8 PAD=1297.4 to FF=1296.10 PAD=1295.6 / / V LIS' ori 4 91.69 DF KV '0 / / ---j A / /# Nq I ' .8o PAL)-1298.1 8 / / / R (0Q 30 15 30 60 b. ff 70-40 GRAPHIC SCALE: 1'*=30' 70-40 / / / i / INDEX MAP • 2J. 46-94 / / / / / LD03-259GR LD03- 193GR LD03- 142GR CONSTRUCTION RECORD DATE BY REVISIONS DATE C'D BENCH MARK SEAL: The Keith Companies , PLAN SCALE 1 N=30 9 CITY o F T E M E c u La 100'0;'kc1F Drawing No. 711 REL OCA TE HOUSE ON LOT 29 A RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS cont"ictior 9112 ELIMINATE RETAINING WALLS; LOTS 1- 0 Inland Empire Division PROFILE SCALE 4juLOCATS D/W L-0-T 5 22690 Coctus Amw, Suite 300 Ak~0 V0110y, CA 92553-9024 (909) 653-02-34 No. 28089 ACCEPTED BY: DATE: 4=1 .1013 Inspector --7 PRECISE GRADING PLANS SEE SHEET 1 Exp. 03-31-06 RONAW J. PARKS ITZ 2 AV5-6 Date Ir PI Prep y.0d Under Supervision f DEPM COIRECTOR OF PUBLIC WORKS PHASE 1 TRACT NO. 23143-10 Compi'st" Cl I n-2t, , 10 O's DRAWN BY: KS Date OF E No. 28089 Expires -- Q3-31-06 DESIGN BY: MM R.C.E No. 19744 Expires 9/30/05 LOTS 1 - 7 & 24 - 29 Sheet 2 of 2 I-CHECKED BY: MWS I