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HomeMy WebLinkAboutLot 1-78 Precise Grading V GRADING NO t ! 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDINO CODE, CHAPTER 70, AS AMENDED Sy� fB Y ORDINANCE 457. PRCLIEC T SI TE I 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1Z IF CUT OR FILL IS Yoe , � 4 ,� rce r7� zzz 79 �0 ��o/ _._ _ -_._ LESS THAN 10', 29 IF CUT OR FILL /S GREA TER T14AAI 10' DRAINAGE SWA � ~ LE.S SHALL BE � dp m, AY Q G 0 /' O MINIMUM OF 0.2 DEEP AND BE CONS TRUC TE D A MINIMUM OF 2' FROM THE TOP OF CUT OR q r I AN GM �r3 1GN N F1 OPES. - 07 N E�OLA�LA RA �, LL sL0 ES ►� v� - _ t8 TES M�G� �' J. MA XIMUM CUT AND FILL SLOPES - 2: 1. o " 94 ••--'� "� T? 2J y7�r -',Q��E �, �` 4. PR p VIDE S' WIDE B Y i' HIGH BERM OR EDU!VAL EN T ALONG THE TDP OF ALL FILL SL OPES �, .r1 Crt�G.rf ..7r)a ri Y:� .Ti..✓.,. i r r0 'Sq 1� I J_ P2 OVER 5 HIGH. � 5. ALL GRADING SHALL BE DONE UNDER THE SUPER VISION OF A COMPETENT T SOILS ENGINEER 1�� �`fi WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A / L�.t FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. ee w V1r rd 114 1 / SPL 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPAR TMEN T ray :r , / GPa WRITTEN CERTIFICATION OF COMPLETION OF"" ROUGH GRADING IN ACCORDANCE W 714 THE sc `T tee' V4 �25 ve y w - / R APPROVED GRADING PLAN PRIOR TO *E ISSUANCE OF THE BUILDING PERMIT 171 're "� CER TIFICA T10N SHALL BE TO LINE GRADE. ELEVATION AND L OC'A TION OF CUT/FILL SLOPES � 77 229 �- -u Szerra V7 7. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SL OPE S �`I 7:74 EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PL.,A N TEl� WI TH GRASS 01g' 73 74 Zv zea 73 �� GROUND (;OVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH „ 72 749 75T H Rie ?ew vu 2.72 2170 r;, r,; a ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION TION. 8. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT, 27405 YNE2• r' ;59 TSC 161 16 re% 04 Tee +-� k7CINff Y MAP ROAD, RANCHO CALIFORNIA, TELEPHONE (714) 676-7730, A T LEAST 24 HOURS /N ADVANCE REQUESTING LOT GRADE AND DRAINAGE IN,�PECTION. THI., INSPECTION MUST BE APPROVED ' �►� _ � a � � � � � � qua iee r5� +e; NOT �C SCALE _ PRIOR T BUILDING R ! FINAL, � r 0 O BU LD G PE M T L INSPECTION FOR EACH LOT " - 7y '�' ��� '`' 9. NO FILL SHALL BE PLACED ON EXISTING GROUND UNr/L THE GROUND HAS BEEN CLEARED p Y � fF5 � �:�i OF WEEDS, DE.BRI,, LEGEND r TOPSOIL AND OTHER DELE TE.RIOU S 'UA TER/AL S. lo, ' 34 T4,s .�� '98 -; i3e ?35 + 3 ,3x 10, A FINAL COMPA C TION REPORT WILL BE REQUIRED FOP ALL FILLS GREATER THAN 1 az r, 74 u r4a �41 3c 'I PRO•�fEC T BOUNDARY .,. ... ....... .... FOOT. --- , .142 .z� 11. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE SOILS REPORT BY ` x .�,■•40«mmwmw 4.4w�� r BUILDING FOOTPRINT HIGHLAND SOILS DATED MARCH 11, 1988. TWO SETS OF FINAL COMPACTION REPORTS SHALL " �'M''' ~``•■, L Q T NUMBER BE SUBMITTED TO THE BLDG. AND SAFETY' DEPA�R TMEN T WHICH SHALL INCLUDE UDE FOUNDA 77ON 57 14 13 r B •ar �� '�• 36 DESIGN RECOMMENDATIONS AND CER 77FICA TION THAT GRADING HAS BEEN DONE IN 13 r ,�,, BUILDING PLAN TYPE -+ R CONFORMANCE WITH THE RECDMMENDA TIONS OF THE• PRELIMINARY S01 . REPORT. 12 r • FINISH FLOOR ELEVA TION (ADD 1 DDD'} 12, IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /5TO BE PLACED, IF MUST 54 ro �r � ' PAD ELEVATION (ADD 1000) PE,'88.0 BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL �01LS FOR FULL SUPPORT, 41 , " �'r '~ GARAGE FLOOR ELEVA TION (A T FRON T EDGE) G.E, 422.6 PREPA RA T/ON SHA L_L BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PL A CE.MEN T m 42 OF FILL MATERIAL. FLOW LINE Of' EARTHEN DRAINAGE SWALE _ - _ 13. DURING ROUGH GRADING OPERATIONS AND PRIOR r0 CONSTRUCTION OF PERMANENT. 60 4 ELEVATION OF FINISHED GRADE OF EARTHEN SWALE DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL- SHOULD BE PRODDED TO PREt' NT �..� Ile. 23":;"4f % 49 4s PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES HILA 7"I--c, M' ♦ 40 4v 1" COPPER WATER SERVICE a -------- -_-_-_.- 14. DUST SHALL BE CONTROLLED BY WA TEPING OR OTHER APPROVED ME. ITHODS. " INDEX MAP 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO r 4 P V.C. SEWER LATERAL _ . . . _ --_. -- FUNCTION, ESPECIALLY DURING STORM CONDITIONS PRO TEC TI VE MEASURES AND TEMPORARY RETAINING WALL HEIGHT , ,3.9' R W DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERA TIONS. MASONRY RETAIN/NG WALL ' 16, STABILITY CAL CUL:A TIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TF.N THS SHALL BE S!IBM/TIED BY .A SOILS ENGINEER TO THE BUILDING AND SAFETY p , EXTRA DEPTH FOOTING (1.5) DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEI9H T -�-- HIGH POINT OF EARTHEN SWALE DOUBLE HANDHOL£ (3314) mHH 17. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT IS D.3' BELOW PAD ELEVA TION t CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, i MIN. 10' FROM THE BUILDING SINGLE HANDHOLE (3312) p HH - THE ELEVA TION (W!TH RESPECT TO MEAN SE`A LE VEL) SHALL RE G/VE N /F AN EL EVA T,r4�V �1 �4ss ,;� TRANSFORMER PAD (3421) 0 WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE - THE ADJACENT GROUND SHALL BE GIVEN. TELEPHONE PEDESTAL Tp 18. PROVIDE A BROW DITCH DESIGN TO HANDLE 100 YR 0 STORM FLOWS ALONG TOP OF BACKFLOW PREVEN TER CUT SLOPE. 1 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BF PLANTED WITH ROSEA ICF. TYPICAL LOT DRA AGO' 1 MINIMUM PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15� IN �� 1 VERTICAL HEIGHT, IN ADDITION TO THE GROUND COVER, aHALL BE PLANTED MTH APPROVED f ' TREES, SHRUBS, OR COMBINA TION THEREOF SHRUBS SHALL BE PLANTED AT 70' ON -•-- L 0 T NUMBER 35.DD 35.OD� 35.DD _ 3�_DO -. ►� -�.; �---_._.__.. �.._ CEN TER S, TREES 20' ON CFN TERS, COMBINA TIONS 15' ON CEN TERS. SL ODES 0 VER 4' /N CA R 1 U.4.ARCH/TECTURAL ELEVA TION VERTIL. HEIGHT SHALL HAVE UECr Q "�,- i1 �---_ REVERSE PLAN20 FINISH r;RADE SHALL ESE SLOPED, AWAY FROM ALL E.'�TFRIOP WALLS AT ,NOT I.k 5S --'-'� BUILDING PLAN TYPE--,-- 5 � � _�. � THAN N 1 j2" PER FOOT FOR A MINIMUM OP' ,� FEET r w F.F. IS FINISHED FLOOR i 1. "NO OBSTRUCTION OF FLOOD PLAINS OR NATLIPAI_ W,AT I� S ELEV.=D.7' ABOVE PAD ELEV PLAN 2 N _ _w_ _. __-_�_, A 1 of PLAN 3 i FERMI TIED. ,3.8 R.W. © 2 . 1 -�_ _� �.---�� -._..: ( DD 000} PLAN 1 �' w PLAN 4 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATtFD IN THE FIELD f=PiOR TO SIDE YA RD 5E`TBA CK 5 f I r ' ' ,, COMMENCEMENT OF ANY CONS TRUCTIONj GRADING. F. A 1 A --- PAD ELEV. PER GRADING PLAN o� i , ` (DIMENSION TO PROPER T YL INE)v__ MINIMUM SETBACICIS FR ,7M PRCf ERTY LIN�"S L0T DIMENSION ! �° ..___. EXTRA DEPTH FDOTING--- -- PROPERTY LINE UNTY OF RIVERSIDE ©�. -_ (PER R-1-5000 ZLa/VF ' ©EiP `�t.,AdT OF DIMENSION TO RET, WALL 4.3'f - 25.2 ,i.w 0 2' __ INDICA TES EXTRA ' I DIMENSION C�4LLED _ _.._._ -�. DEP TH FOD TING ► L i -- _____ .__ FRONT YARD: 24 �. r, :, FETY t EXTRA DEPTH FOOTING ._.� i .._ OUT IN PLAN � 4 w_��- ' o � SIDE YARD: ' IN 3' ��-6., PARAPET , DIMENSION G.f: 26.f �---� - ---.�.__--___ G.F, IS EL.EVA TION AT � , � r 5' T YP. -- t j 1 FRONT OF GARAGE. I EXTERIOR (S TREE T SIDE): 14 <�r -.. /� ���3/ N O V 19, BACKFLOW PRE TYPICAL. UNIT DIMENSIONSSPECIALa.10 �, ,'1tl�'; ,1 , ,s i`e�u ?•NSt�?e GD�t,. T���Zt'C1 d99 C011��R'V68� � � p rcr►[fe: , .:. ..r�;.:' int A01'ev"on of ary of F�L1 1DE 45' (TYP.)_ �, _ +�; -____ -- _ - ILOING DEPARTMENT the pr Ir.f;4 .,:.._�. ::urs{y Inti=�:�. This met oar,�. :. :.. r- - " Q I ¢ 1. DRIVEWAY GR D E TS. T £ U G ' D r:�p'r�Ir rn. AIN H MAXIM M ' !� 4 Y'q4 uo,... d 1 COPPER WATER SERVICE 1 �' 4 2. L 0 T DRAINAGE.' ALL EAR THEN SWAL FS ON L 0 T WILL HA VE A MINIMUM . SL OPEN OF 19', P,�� 4" PVC SEINER LATERAL _--_ 5 D' to`� �'. ��SrC�► 3. SEE DETAIL ON THIS SHEET FOR AN EXPLANATION OF THE TYPICAL LOT ' MA (TYPICAL} 1 � o � a �::� �;���.� •~ ",���� 1o o ;' WEEPHOLE 0 24 O.c. ' ENSURE WEEPHDLES 4. BUILDING SETBACKS ARE MEASURED PF,RPENDICULARL Y OR RADIAL Y r 1 � PAD ELEV FROM PROPERTY LINES Z7 _ _2 ARE LOCA TED ABOVE m _�._ . - _ 2 FINISHED GRADE 5. DRI VE WA Y PA VIN MA R!A S 4'. P.C (MINIMUM) - ��=- -- -- 6. RETAINING WALLS ARE SHOWN ON THIS PLAN FOR INFORMATION ONLY' 7YPICA CDATA _ ..- L.. L T 21.5 MAX, i � � 1 1 2: 1 MAX. �` � � W�-12" MIN. A SEPFRA TE BUILDING PERMIT IS REnUIRED FOR CONSTRUCTION OF 4Z MIN. / RE TA IN/NG WA L S NO SCALE _ F.L. OF SWALE --MIN. 5' FROM TDF i I t A of FOOTING LINE To FACE I OWNER DEI/�,�,,,OPER • OF THE SLOPE (DEEPEN1 1/2 : 1 MAX. --� .__ . ...21.59' MAX. DISTIR1%TC N SCHEDULE' FOOTING WHERE REQUIRED) 2X MIN. KAUFMAN & BROAD OF SAN DIEGO 4 C - - -- - RE TAINING WALL. DETAIL 2520 HIGH BLUFF DRIVE, SUITE 120 , - I i ----- AN DIEGO, A. 7- � ; ori ELEVA TION PLAN 1 PLAN 2 PLAN 3 PLAN 4 S D Er�D, C 92 _D SECTI W A--A SWEYARD SWALE DETAIL Ml1H SLOPE NO SCALE A 4 10 7 Q NO SCALE NO SCALE LEGALTION4. ND Ts. L 0 TS 1 THRU 78 OF VAIL RANCH 10 10 1 TRACT MAP N E CO_INTY OF F V .... C 0. 23174--6 IN TH 1 ' c 6 i 9 1 � BENCHMARK DESCRIPTION1. RETAINING WALL HEIGHTS SHALL BE DETERMINED E3 Y THE CON TRAC TDR ON TIME S/TE. 5 TA TE OF CAL/PORN/A_ � I 2 i RETAINING WALL HEIGHTS SHOWN ON THE PLANS ARE APPROXIMATE ONL Y. ELEVA D TE: 9--13-82 SffE .GRADING AND IMPROVEMENTSVA TION: 1052.514 ATOTAL (78) -. - 17 I 29 29 3' E$ 2 LLS WlTH ECT TD SLDPES MAY E MODI IED AS APP OVED B�' _. RIVERSIDE COUNTY DESIGNATION: T-2--81 STAMPED ON 2 & 1/2" BRASS DISK 1N CONCRETE Cy1INDER. 3,4 MIL . LOCATION OF WA RESP B F R THE GRADING SHOWN ON THIS PLANS /S PER COUNTY OF RIVERSIDE • � � -�' __. � � UTHEASTERL Y ON HWY. 79 FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET 1N TcMECULA. AT SOILS ENGINE-ER. APPROVED GRADING PLANS FOIA"TRACT 231746 .CDU THWES T CORNER. OF THE /N TERSEC TION ON HWY. 79 AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER • r Californio Council of CUEng�rwre & Land Surveyors INE OF HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE 9' SOUTH AND 2' 3. THE WALLS SHOWN ON THIS DRAWING ARE FOR GL�NERAL INFORMATION ONLY. THE THE IMPROVEMENTS SHOWN ON THESE. PLANS ARE PER COUNTY OF RIVERSIDE �- AST OF NORTHEAST S T FENCE CORNER. SET FIBERGLASS WITNESS POST 1' SOUTH OF MONUMENT. CONTRACTOR C TOR SHALL CONSTRUCT T WAL.L S ACCORDING TO CURRENT RE61ONA L STANDARDS.RDS. APPRO VED IMPROVEMENT N T PL ANS FOR TRACT 23174--6 UNAUINOR/ZED CHANGES & USES The engineer preparing these plans will not be responsible for, � or livb/e for, unauthorized changes to or uses of these plans All changes to the plans must , p be in writing and must be approved by the preparer of these plans. REVISIONS: APPROVED B� j TRACT NO. 23174-°6 1 Construction contractor agrees thot in accordance with generally occepted construction I , procitces, construction controctor will be required to ossume sole and complete responsibility for eA' A'C REGISTERED CI\AL ENGINEER NO. COUNTY OF RIVERSIDE q fob site conditions during the course of construction of the proct, including safety of all person ENTRANCO ENGINEERS, INC. DATE: REGISTRATION EXPIRES Precise Grading Plans for: and property, that this requirement shall be mode to opp/y continuously and not be limited to ENClNEERS ENVfRQNMENTAt SCIENTISTS PLANNERS APPROVED BY: SCALE: BENCH MARK: VM RANCH PHASE 1 OF Q X$NFETS o normol working hours, and construction controctor further ogrees to defend, indemnify and hold design professional harmless from any and ol/ liability reol or olleged, in Connection with the 600 SO. ANDRE-ASEN ORWE, SU17E A (619) 746-2326 p erformonce of work in the project, excepting liobtlit arisin from the sole ne r ence of design ESCONDIDO, CALIFORNIA 92029 FAX �(6i9) 746- 935 RIVERSIDE COUNTY, CALF. LOTS 1 78 FILL NO �l p p p g y g g SEE A8D VE - professional. DATE: ' FOR ROAD COMMISSIONER SATE W.0. FOR: F.B. 77 [� PRINTLD ; NO 0 b W . F 06 4 333 �o ►�. 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'. r 4� 1$ "� ,yp a DEDICA TED TO PUBL IC, ACCEP TED . -----. _ .....�, ........ 8$ A _ 8�`4 5 C� f 9 5 ��R g �` 'y�° © `�'• r 1.85 �6 ' TO BE MAINTAINED 8Y R.C. T. 147.13 'I J,' �o I co r \ 695, \ f - pW l .�, \cpm c, a 1%/j j C gg,_ o __- �s 4 V , , .• 10 ., n5� �- "t i � � r � /o � D92.25.•....:-••�. � ,, • V-► 10.0 �:6 :.�\ Z'. � �' }. -90.1 ' -T,N > � • o `Q / - ` :'\' �.,. Z ;- �, �� 9 8 �., �+ - � -, 7 1 92.5 - - _ 8-c.'35T04 00'h� , 94.0 \ ° 10926�' 148 • o H.P.53 '+ tD10. ...;��$,' t• _ _ �� �r x�'i �' X ,\ �Q 2.85 , I % �. 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' ,i, • . f/ � y - w . ... r t.r �J ,� (�� r fyP/ _ 4 � •DV i r � ,{. .� ' a h� RELEASED FOR b `BID • M . 90. 1090.1 b • � \ ``, ' �,6' J 'ilia O � � � r-r } r . . , 9D. TE '• , �J• XAU, MAN BROAD C H.P. �� 0 ` '• 1090.5 ' ' a j 1 s - \ � / ;`�, •� ~ ' '•` - ' is j r,. i ` 90.6 g0.I'."'.r ` „" + i✓ , .r, / i 4 OWNER / DEVELOPERN. , \ �6 KAUFMAN AND BROAD 109_ ..D ,.•;,.r + f OF SAN DIEGONTRANC4 ENGINEER% INC. ` C.c �� 4 CNGINEERS ENyRONAIENTAL SCIENTISTS 'PLANNERS - y 12520 HIGH BLUFF DRIVE, SUITE 120 . - . .. .,,.... . .._..._. _ ., . ....» 60 SO. ANDREASEN DRIVE, SUITE A (619) 746-2326 r \ w \ SAN DIEGO, CALIFORNIA 92130 4DIDO, CAL:ORNIA 92029 -4935 .oy� ! '• REVISIONS: APPROVED BY: , + i A: ` TRACT NO. 23174-- � COUNTY OFRIVERSIDE` REG STERED CIVIL ENGINEER N0. �. • r DATE: REGISTRATION EXPIRES •� Precise Grading Plans. for: a (J 7 ' APPROVED BY: SCALE: BENCH DARK: VAA.. RANCH PHASE 1 , of SHEETS ' a 3� L 12 -23, 55--57 r RIVERSIDE COUNTY, CALF. 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Vh�\ I DEPART�,AE';IT OF ! 1_ r \ F 5• F 9 x'' \ \�\ o3 G1 0 UILP s r :�. ;SAFETY < �1' �9A E 94.6 6 E 94 % �\ �P �gP / ` APP► 12 Ap�rov�•i c!11•cr;«•� Tins s � _ ' P sha.I not by cont.�uod to a permit for,Cr an {' VB�,ovwr of any vioiation of any of .� \ /i % �► , / (� the rovisi^ij� y Iaa,r3. Tr''.is set ; v of ll�•u .I.L:.)I.1':'�rWL.1E: Th .is plans mist j cornpiation. � t be ka Z on the job until \ Es /0 VIJK No. . . EcEAsErOR 0 BID ♦'i / ♦ IKAWWW & BROAD ° ]' OWNER / DEVELOPER KAUFMAN AND BROAD OF SAN DIEGO t ENTRANCO ENGINEERS, INC. ENGINEERS ENWRONMENTA•L SCl£NTISTS PLANNERS 12520 HIGH BLUFF DRIVE, SUITE 120 600 SO. ANDREASEN .DRIVE, SUITE A9) 7a 61 6 . ( 6-232 • SAN DIEGO, CALIFORNIA 92130 ESCONDIDO, CALIFORNIA 92029 FAX (619) 7464935 "! ' t �� k �- • r REVISIONS: � ,. APPROVED BY: � TRACT NO.' 23174-6 ♦ REGISTERED CIVIL ENGINEER N0. 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