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HomeMy WebLinkAboutTract Map 22715 Lot 1-56 Rough Grading 2 '7 1 PROJECT SITE no TO CO RO►J A TO A Ltt -,,, IouL GRADING NOTES: , s �P �P� 0 P`��1zNfA T 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70. AS AMENDED BY ORDINANCE 457. SLOPE SHALL BE lY IF CUT OR FILL IS LESS ' 1GHO CALIFORIJIA ROAD 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE RAN THAN 10' , 2% IF CUT OR FILL IS GREATER THAN 10' . DRAINAGE SWALES SHALL BE A MINI- MUM OF 0.5 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. - -- _ L - 3. MAXIMAL CUT AND FILL SLOPES - 2:1. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER S' HIGH. TRAGI W2 22"1I5 'I S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO 1 SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A-FINAL (I ,0 COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP, l Z' �'� � � 1 to s 4 � 2 � � 21 ZS 2� �0 31 32 sr3 34 35 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT 2Z 14- WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE TR T I.IQ- CALLS23 COieTE g00 37 APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION _ _ . SHALL BE TO LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. ZZ l(p-� - - YI BROW DITCH DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG TOP CUT OF SLOPE. 12 38 t�oRTK 7. PROVIDE rn Ft7vVAY 4x'-� B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. _ PACT Q0 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY 11 �� rn VICINITY M A P SOILS INVESTIGATION BY (PROJECT NO. DRTED I& I� .1987 AND ALL ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL TIZA T S 4�Z. 43 4'q- BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE �- IC! - 1(7 ,yA -�� 41 46 +160 WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 40 g lU vitic 4 10. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT, 4080 LEMON STREET. 14 13 12 i1 (O 3q E RIVERSIDE. TELEPHONE 787-6146, AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO"BOTLDING K%3 C 4� PERMIT FINAL INSPECTION FOR EACH LOT. 1. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO � SO 49 ,A 1 5 N OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER 8 4" AS SHOWN ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM TR T 7 4 D EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR I _ 41 TO THE APPROVAL OF FINAL INSPECTION . Z 11 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF (40 `�� 39 38 37M WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS MATERIAL. I,Ej 3�0 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, 5 7-7 KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BEZB Z9 A APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 9TAL. ¢ 3S 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE A 31 5z , 33 4 STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING 3 23 2 TR Cr ' • T WATER AND DAMAGE TO ADJACENT PROPERTIES. �1 _ O +� 1S. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. \ I �L FI A PROD SITE MUST CONTINUE TO FUNCTION, 9 IS I �� 14- ESPECIALLY 4 16. ALL EXISTING DRAINAGE COURSES ON THE ECT IG Q ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE \ Z' 3 4 L9S PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 6 E 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE Q & SUBMITTED BY A SOILS ENGINEER TO THE BUIDLING AND SAFETY DEPARTMENT FOR CUT AND 7 k 12 FILL SLOPES OVER 30' IN VERTICAL HEIGHT. o 9 Io It 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION / CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION V/ (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO '4 ADJACENT GROUND SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE-THE ADJACENT Qr0 p NO. ITEM OUANTtTY UNIT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: All GRADED SLOPES SHALL BE PLANTED WITH ROSEA ( GQIdST P712QIA1 DITGN P�IZ �E'fA�I�, r)417. u°' � I, �G'LO •F. L- ICE PLAN AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. r-�o�zq ow c:)m6 SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, O CQ�-16� TOy �ITC�}} P� OXTAIL- . 5NT Wo- SLOPES � -- 2•Z� L" SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION ss '� �GJo THERE OF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON ��T� �� ' 3 GOIJST. -���RAGe C��.IU PEtZ p�AIL , 5NT• N° �. �.1= CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 200, LEGEND HEIGHT SHALL HAVE PERMANENT •IRRIGATION SYSTEMS WITH BACKFLOW ® COuyY DOWu DIZAILJ PEIZ O�TD�IL, 5T- IJ° �. 100 L.F• PREVENTION DEVICES PER U.P.C. , CHAPTER 10.r INDEX MAP F.S. - FINISHED SURFACE Q Iu�ALL V4'TOP 121PI AP 6miw. -60 OEPT�1 ) 1 GY 20_ FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT Gx��E 200 T.C. - TOP OF CURB LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. F.L. = FLOW LINE © OopST• r7OJJIJ pKAll-•I TO C'IPEi tK�u�ITIOw �K �� _ •���� 0Nr_5 1 �A 21. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE F.G. FINISHED GROUND __01 O PERMITTED." E.P. - EDGE OF PAVEMENT tMTMORK IN THE FIELD PRIOR QUANTITY ESTIMATE S. . 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED D - = STORM DRAIN S TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. L. G U7 FILL 1180. = PAD ELEV. @LOCATION SHOWN L. F 18 - LOT NO. RAW Q UAIJ I- J 1 C75• IO~O c •• -1 L1f 'Tv0 G• i' = TRACT BOUNDARY 0 = APPROX. AREA TO BE OVEREXCAVATED ON IO ALLUVIAL. aEMO�AL �E�I��AG-fIOU 'j3 � 000 GY X5*52 000 G� CUT-FILL TRANSITION LOTS PER SOILS REPORT BOO G.� Qw � -'oO /ZJC1- = FINISHED CONTOUR I I GoU.UVjWA VEMOVAL IZEGOMPA(C IOW 64, 700 64 0Y '(IZ4{-1G2tf1O1-1 (.015 4� 000 0-.( 4- E5QO �i = EXISTING CONTOU �.-� ,., RECOMMENDED FOR SIGNATURE 0.2' 5up1 e' neoce 1 ALLUVIAL. WAco 3 400 G.'( Rc'`f�SK„� J/ �vY vt TG. - TDP Of GRAIL` ��10 G ? l 137 l�0►D G•Y 1 145 , 300 G-Y• ,, � `� ' �,. I i - � N�, � DATE S9V.3U (AbP,N.5°/O) o A L- * COLL. x 171 I.00 G-y DRAWN BY: LA�J?,7 �LL� i `z E3: s'?1191 DATE suVELC. C2.5� PAUSA + %4, 900 G• Y ti'rf mss` I DESIGNED BY: MAY 19 1992 A Y. 1 M c.Y h''` DATE G QAIJ p �/'�'rAL l I 14 soSDO C• 1 • 1 X 45 i '3w I LAST REL//S/ON 4 ZO d9 V � ' CHECKED BY: BENCH MARK ��A ( � � lveq�10e SHEET `4 ba?CB6q'William%0&6a1 v v COUNTY OF RIVERSIDE B.M. NO. T-29-81 BASIS OF BEARINGS SOURCE OF TOPOGRAPHY OWNER/DEVELOPER SOILS ENGINEER AND GEOLOGISTT�AGT �° 2.0111 '5 L I Q 21j" BRASS DISC IN CONC. CYLINDER LOCATED R H INTERSECTION S PROFESSIONAL ENGINEERS, PLANNERS&SURVEYORS OF FRONT ST. AND RANCHO GA if_1?gUTA ROAD. 1.8 MILES N.E. ON THE BEARINGS SHOWN. HEREON ARE BASED ON A PORTION NESTE BRUDIN & STONE, INC. RAWCHO C&I FOlzula PEdF1�PMEuT� P.0.80X19739� 14725ALTON)472-8AY,IRVINE,CALIFORNIA92718 ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA R A ENGINEERS - PLANNERS 27405 YNEZ ROAD (710)4728505 �� G '��O '�� P1%,At-J RANCHO CALIFORNIAOF THE CENTERLINE OF RANCHO VlsTq ROAD S RAOD AND MARGARITA ROAD, IN THE N.M. CORNER OF THE INTERSECTION SHOWN ON PARCEL MAP UQ 22y14- RECORDED IN 536 E. FLORIDA AVE. TEMECULA, CALIF. 92390 Pacific Soils 1' E. OF A 7' CHAINLINK FENCE, 21' X 16' AROUND SO. CALIF. GAS BOOK 145, PAGES r,OTHROUGH 85Ut MAPS. RECORDS OF HEMET, CA 92343 {714) 676-5641 7370pptunity Road, Suite N VALVES. 40' N. OF P.P. (NO.A) 94' N. OF THE CENTERLINE OF RANCHO RIVERSIDE COUNTY, CALIFORNIA, BEING u 05� 'AO"L Diego, CA 92111 / CALIFORNIA ROAD.FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. (714) 658-7116 619-560-1713 / •<. 7�`� DATE: L"=�-ea R. C. E. OF 8 S r'TS � v "�a � � J�ES E- Rel' L701-IAL..D --•t? 3��j1 'I � 14-`T ADJ. DATE: 9-13-82 ELEV. : 1128.410 _ i JJ � ; GU1-13 C/l4( J \ J `— �— - -`� - � •�� �-,__ _ _ ;" / ,� X7.5 " - • C \ _ - - - RAW VAS` -- � 1e5 �> _ Y -•j_.r I�J. 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N0 'j,�4{o�-' AA ATG H Lltp& R c- RAG 4L�[ QD 141 I • _ _ k c1cv � - - Q cv r \ " i _ 1 O0 � 17 ;Z� ------------- Ilw MEMO \ RECOMMENDED FOR SIGNATURE SHEET laz' COUNTY OF RIVERSIDE q?oberl `BeirL,`William`Fr'ost Associates TRACT NO. 22715 W/S/TE g38g PROFESSIONAL ENGINEERS, PLAN NERS & SURVEYORS j/. 1 --- - DESIGNED SCALE a P.O.BOX 19739 . 14725ALTONPARIcwAY,IRVINE,CALIFORNIA92718 ROUGH GRADING PLAN cQ ---- -- - — - - , AT - 5 ---- ----- —_ � s '+ � � (714 472 350 DRAWNDATE ti�1 (O Ol DATE 2.'L�.9 9 ..� BORROW SITE OF 8 SHTS. --- CHECKED JOB NUMBER DATE R.C.E. N0. -- _ 24�j11 � ES t;. I�- DO AI,D �cP 313191 'Z,94,&4- i BENCHING DETAILS --------------- ------------ ►ACTED FILL SLOPE _= FILL 7E VI �V LOT L/NE PROJECTED►LANE _- _- - -_-------- - --- 2 r 1 to I rro■irr�un from toe -- ___ - \ of slope to oppro ed ground _ --_ LOTA/O.(T'/P.) T =-_j -----= REMOVE LOT NO.(TYP.) -- , ___� _ s'1rpleo7' UNSUITABLE ::_J/ NATURAL =-