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HomeMy WebLinkAboutLot 27-30, 79-87 Precise Grading r, ,i;r ..F, .F;� a.r. •:.n'.'� "fir �.VW .. .� y .ttt i „y I GENERAL NOTES: PRECI%5E G)TA DING PLA FOR 1. All grading shall conform to the Uniform Building Goole, Appendix Chapter 33, as amended by CA11APNDCONTD TRACTMRS Ordinance No. 457. N08 Constmctlon contractor arg►rves that In CoFerry Cw-d 2. All Property comers shall be clearly delineated in the field prior to commencement of any accordance with generally accepted . construct,onrodin . IN , THE CO UN TY OF RI /9 9 construction practices, construction afGA caintractor wA'/ be rvwh rd to assume so . aam ixA6w 3. During rough grading operations and prior to construction of permanent drainage structures, and cam to temporary drainage control should be provided to prevent ponding water and damage to adjacent ; nrepans6#1ty for diad safe condi Awys atmhg tho course of coonstrvclAm of the p%bc� dhr9 saf6ty of a#properties. perms and propertX that this raWkarrrent sba y be groats to 4. Dust shall be controlled by watering or other approved methods. � �• app/y tkioaus,�y and not be /fruited to normal kig► � our$ and constrnctlan avntrlactar Art/isr ograees to aisltirra( krderrrnlfy and hold de►slgn profesalanaol harm/*" f m any 5. No fill shall be placed ri existing ground until the ground has been cleared of weeds, debris, :`\ ' \� � �A and v// IJwbARX,, real or alleged, In connectlon with th topsoil and other deleterious material. .� axgm me7.0 �� : '� ,,�,.w. performance of wank err th� prla�tac ex thr /labArlts 9 y aa►Ys/ng *0M the sale negligence of deslgn proAmolona►. 6. Maximum Cut and fill slope = 2:1. 1�\ (PR+AAIDtS�'D IP1ECip1EA 716W1 : J 4 s t r i o fa �� ,r ,,� �� fr �r rt n � r u � � � � n � �r % \ AREA) .� •W .� .� .p ar �� y► u '�� h 7. "No obstruction of flood plains or natural water courses shall be permitted." \ �\�� car 2 --_ - - - - - - - - ,� ly All C�Olnt/nctar and SUboovrtnactars perlbrm 9 W01* MOM" on S. All existing drainage courses on the project site must continue to function, especially during Paz= r 14 "r 41 140 ,� - - - - - ,� rawloterd to these plana solve✓/ C10r'rd�Jet thea apeirotlons S1D , P Y 9 a I , LTI �, 1!!I ,� that "Ploysm Or"1� proWded a safe pl�a�o�e, to wank and the storm conditions. Protective measures and temporary drainage provisions must be used to \ \ �% a 7EWS au9 "� 1 "� .ar f I f /� °' � RTJ *4 pub/Jc /s prOtected. A// contractors and soubcontructars Moll 28832 VER%51DE protect adjoining durin rodin o rations. � I MILT 2.�7#�Q M P j g g g g � � \•, 1•J1 � �► A, I � sr 4r � comp/y with the OOCeupatlonaN Safety and Health " � r 4-- xx r Regedatfons" of the U.S Department'of Lmbar and with the 9. Finish grade shall be sloped away from all exterior walls at not less than 1/2 per foot fora _ State of Ca//lfornlo D ortme,nt of /ndustrlo/ Re%t/ons .- "* "conatrvctlan Safety Ord" . The GYM' Engkreer shall not be minimum of 3 . \ � ► . ..- ��- --�- ,1s -�_ ~ 10. Cut and fill slopes equal to or greater than 3' in vertical height shall be (anted with roes or � i �~ -- 1O7 '°� ' �' � ,� °' mspans Je any wvDy the cion#ractar or s+ubcantrr�ctars ground cover to protect the slope from erosion and instability in accordance with Ordinance No. r �-- 1 AO' ��-���•"�--•--� ,_.�,...� ..._..------•--- ��-.�� � 74 �-- S, � � comp/!once w/th said regu/atlons and orders. i 457 prof to final grading inspection. 11. EROSION CONTROL: All slopes required to be planted shall be provided with rosea ice Tont �-�� ' P Pro p � �+� _� �� �� (or equal) ground cover at 12" on center. Slopes exceeding 15' in vertical height shall be „ t rR.�cr 2f--a ,� The exlstelnce and apprl xh"ate Iowt�ton of any un d planted with approved trees spaced not to exceed 20 on center or shrubs not to exceed ' 10' or a combination of shrubs and trees not to exceed 15' in addition o '�� INDEX -MAP � 7-AN ^'�° n � t a gross mix or r � �►�+av vtA'ltlss or atrvcturals st1►orrn an theserou d cover. � plans ary abtvA►re�d by o g Slopes exceeding 4 in vertical height shall be provided with an in-ground `\, search of arnlbble rvcordk To the best of our knowkroM irrigation system. Slopes equal to or less than 4 . may be irrigated by hose bib located at thery are no exLsting utl/ltles or strvcturaw�r ercWt -as sriown \ M `_� ` an these dn& The en ft r assum n the top or toe of the slope. spaced to make us of a hose no longer than 50' in length. PI g ens o /Ia6A'It ars to the The irrigation system shall be provided with an appropriate backflow device per U.P.C., Chapter 10. OWNER ` exl ct �tkn of Bald /!flee nor for utaltles or P gat/*7 /virus s 00 who" Iocatlans afar not shown. The con troctor alfa// be 12. All grading shall be done in conformance with the soils report b� Highland Soils dated March 11, Pp£,�Y HOMY ,� �� rarspans�/e for notl6*9 all utA7ty and krfgatlon cornpanAw 1988, and with the updated soils report Pacific Soils dated Februa 18, 1999. Two sets of 15373 /NNOVA nav ,OYP/1 ,SfJ/TF \� �i pnhr to w+vr* our e�xcorvtkxi to de#arm�i�rs exact /ot�tari of c the final compaction report shall be submitted to the Building and Safety Department which SAN D/E"Go, CAL/FC�?N/A 92128 ,���r/� i� /ihes ofib�ctkrg this wary wsliether or not shown heNror�, and shall include foundation design recommendations and certification that grading has been done (f 19) 451-�6301D KWCf` �/ for any damage or pro tec tion of these /!nes. in conformance with the recommendations of the site investigation report. 619 487•-7303 FAX / k • �77�NnGw• .SEAN D R i� 13. All gradin shall be done under the supervision of a competent soils engineer who shall cern I I YF 77re contractor shall ca// In a locat/dn request to fy Un nd SwWce Alert (USA) Arians 1-800-422-41M that all fill as been properly placed and who shall submit a final compaction report for all fills I p I two 2) work/ng Buyer prior to dlg�ging. No oonstr>uctlon Df over 1 dee Ef Q?? R permit leaved b Pr�b/lc Works D ortmsrr t s on .Y ep be w/!d 14. A suitably qualified and registered professional shall submit to the Building and Safety Pp£VEY HOVES A7 g and ,rnd fo�raA►ltles unless the app&x7t hays an In u!r lden t/ficatton number Issued b U.S.A. Department written certification of completion of rough grading in accordance with the approved 15`373 /NNOIVA TION DAYK ,SUITE" 38D 4' y y grading plan prior to requestirq inspection and issuance of the building permit. Certification SO' Sol' r SAN DIEM CALIFORNIA 92128 shall include tine, grade, elevation and location of cut/fill slopes. Aft. 619 451- A//N. I I 63aD t�GYL�• (61 487 73013 FAX 15. A suitably qualified and registered professional shall submit certification of buildingd 1100 MMhV 2.0' ANN I I 10' AIN A TT£NnGW.• SWAN D elevation. Where specific elevations aro required, the elevation with res P ( respect to mean sea level) shall be given. If an elevation with respect to adjacent LEGEND 9 pe j ground surface is required, the actual stance above the adjacent ground shall be given. SOILSENGINAER zvsmo sn�r LIGHr 18. A suitably qualified and registered professional ahoN submit to the Building and Safety PAD 1 PACIFIC SOILS � Department written certification of completion of final grading in accordance with the approved •r•• .. .• I EZEV. (P.E.) 7715 G� wwy COURr plans for all grading designated as "engineered grading . _'•' �••;•:•' 6' 1. 6 A�1/. ,;.•;: •.. ; '• SAN D/EGD, CAL/RRMA 92111 EXls77NG MAMYaE 17. The n "�':'`''• I '.; ' • (619 560--1773 HYC E contractor shall notify the District Building and Safety Department at least 24 hours in r (61 ) ,56G�0380 FAX Q- EXISTING f7RE HYDRAmr advance requesting finish lot rade and drainage ins ti: r ' ••;• 9 g Inspection. This inspection must be approved \ � • A TTEN71GiN. JEFF Chl,�l/NY prior to building permit final inspection for each lot \ ------(18" W}--• ---- EXISTING U1TUT)' UNE i 1 ---� �___ WPPP sv_PR i// R 16. Contractor shall not Unde round Service Alert, two da before +- EXISTING UTILITY PIACE Y r'9 days you dig at 1--800-422-4133. 1 1/2 :1 MAX. � IN FOwnNG NHERE 2r.OX MAX `\ DEEPENED PREY AA016Cs i A//N 5' FROM/ TOE OF 21.OX MAX. FOrD17NG Mf&9W 15`373 /NNOVA TrGN DMPJ/V� SU/ILS 380► D/R1EVIaV OF DRAINAGE REWIRED 4x MIN F 4X M/N. F10? 3 fiFOU/R£D EA R THWDRK OUA N T/TIES 2X MN. B£YrWD 3' f00nNG LINE rO FACE 2X MIN. BEYOND 3' SAN DIEGO, CALIFURN/A 92128 OF THE SZOPC (619) 451--6M0 I�WCF --�----ts9a}------ EX�SnNG COWWR F.L. GIF' SWALE F.L. OF SWALE (619) 897-0854 PAGER PEW PLAN, 1X MIN. PER PLAN, 1X A// . (619) 994--6828 MOBILE ---�-� 990 -�--•-- DEW&V CaWT171LJR OEM Cf-�MARK 77777777777222= 6' MASIOWRY PE4/A11 7M WALL 2aYARDSWALE R/1o7PSYDE CW#VrY"OVA naw.- r-2-81 #moor/Raw & PILASTR FFE�r�c NO MIN. SL OPE TO H.P.=4X FOR 3' �£ ELEVA AoV.• ,10.52.514 2 1/1 &?ASS D/.SK /N CYLINDER .I4 A//LEs SDIUTMEAST P�PAA"D CUM FROM BLDG. AND 2X M/N. BEYOND ON HWY. 79 PROW THE /NTFR&rCTIOYV Off` MAIN AND FRANr STREETS i IN TE/ECULA. AT THE sou Ho sT coo?NER or TH£ /1mmiLrcnaw AN , PROPaS'D GYIRB & GUTT�7? HWY. 79 AND A/AArwW rA ROAD. 109 SG4Unl air THE CIL OF HWY. N. LARTHWORK0UANT1T1ES_____N0[E,, A r 7HE NA FENCE' C00VER OF 6 OVA/N LINK FENCE AROUND NEU 977E 9 SOYUTH AND 2 EAST AF` tilt, FL`NGE co vER. SET F/B THE ESflMA TE• air EARnIKWK WANnnES IS PROIADM BY ME � PRO VIDE 2X MIN. SL OPE FROV i' IMTNESS' P0.5�'T 1' SOLJTh/ air A/OWUA/£NT. ENGINEER GNL Y f7�4 THE CANV£lV/£NGS' OF TH£ CGWTRACTI2►'P AND 7 ALL POINTS OW LOT TO SWALE �d a,;.. �, `OF DIETEPM/NA naw Ar PLAN OYSO( FF'ES THE CANTRACTCR .WALL MAKEHIS 0#N DE ;;� t' , ' {'''• ; �� r TLrRM/NA noN � THE GY�1/sTRUCTFD QIUANnnEs BEFGMPE Ix MIN. SZ'!BM/T71NG A B/D. ANY /11R71�/ AF" WC�'K R£CXJ/RIED BY 1HE.5�` PLANS � 8t 5•w o 2� � �,,; A ,.����.� ,� U�,c� ~./.. �,, L2T DFA88REVIA r/oNS Ithl/CH /S NOT SP1EC/f1'CALL Y LISTED /N THE £5`TIMA 1Z� a1F` owmnTI£S e� ROA p �� ok � L MBER A��RCRNlA ��,�e�0 y�1000 �� sp PT maE PAINT SHALL BE G10W57D1ER£D AS /NCLUDIED /N OTHER ITEMS OF NrYPK. D C ` ,$ �• `� CONSTX'UCT SWALE RANCH t� Q pv� w� �, m AC ASPHALT c�OWO1 m ® 1.OX M/N. (TYP.) UN/T PLAN NUMBER do �{t dc► � s� e S°` \da u BC Bf GIN aIRW EGAL D �CRIP T/ N 23 E V,,� % �� BGyP BEGIN CURB RETURN LE T/ON TYPE CiOM/AA W ARJE,A AND V77V7Y 47' � � S/TE ,��s° C.B. CA 700 BA.SYN 23174y AS S�10MfV `5r s (R)- REVERSE PLAN �� A9 CURB LEGAL DESO4/P770k- LOTS 2 AND 3 Or TRACT HO. Mev. Ari XP =EX7FNDE0 PORCH PLAN 5� 16� € 1S' f0' c'� C� CM�E� BY MAP GW FILE /N BOOK 1 T75/ROIUGH 4y /Nal/. Kra OF MAPS AX 2 ROAD �..RE'G'OY'POS Glr R/VF'RSyD1E COIUNTY, CAUFAR/V/A, Ti7WNS�//P 8 SOIUTT� DENOTES SEWER � - R - --♦ fcl* END CURD'" RANGE 2 NEST, SECnON 16. 3• GARAGE F.F. ELEVA TION BACKFL DW PREVEN7FR 82 3 FF - - " c� EA? END CURB RETURJN REOU/RED 81.8 PAD A T DOOR= PAD ELEVA TION . �� NIGHTHAWK �� FF FJN/SH FL�IOM? ELEVA;0W PASS o FL fZOK/AC SOURCE Toho 79 REEK F5 f7N/SZ! MA FACE G TRAIL GB GyPADE BREAK N L OCA TION AND ,q T rui�rrr n i �-r.um..- TEMEC�L GTR. 6UTTLEP Ln SOURCE E" Ar MPOQPApW)4. AERIAL T L' OMAPH/C MAPPING � EXTRA DEPTH FDO TIN p, RCH � � " - - - o __ h 4 P% r1 lo0 6 a & [aUI M . , L�,�ID HP HIGH PCYNr PROVIDIED BY.- SAN-LD AERIAL SURVEYS _._ _ ,.. .- �° .._.�. 2X - a 0 NC Lr LEFT o ADVAE5� 4875 WE RID6F A KNNUIE R P - SAN DIEGO., CALIFOWIA 92123 PRAM 4' ,S�l"ALK ( M.H. A/ANHOII E' GENERAL U77LITY ESMT. � VAP THOMAS BROS. COORD/NATES- PAD PAD ELEVA7AN `r' PHOME: (619) 565-1024 ANE ,SYDE �^ � ��' P � PAGE 979; F3, 1998 EDITION eo j A� PRao. STREL�T --1 qP R PCC POVNT GIF` ND GYJR{�E' to � � �0•�• CURB IMPROVFMENT;S' � ' � � PRC Paw GIF' RIEVFRSE GYI w o Underground Service Alert '�' �• � P.C:C PGpamD GEiI/ENr GYrYI/Gy4ETLr RT RIGHT _ _ _ _ _ _ _ _ _ nEl.CALTION RiVA ROAD �, S�� Call: TOLL FREE �,�,oSr. STA. SMETT STA nGW 1-800 � 70F' � B�`RAlI z��-2soo TYPICALT/ /TY A M NT � TL^ ;,� alp c,,� Nor ro "LE WCINITY MAP r.F. Tri nN y saw YM OF Foo c O 0 1 M ��Cn NOT TO SCALETw 72W OF wALL Ln SEAL-COUNTY �kwY OF RI USM SEAL--ENGINEER SHEET NO. P1,ANNiNG DESIGN CONSULTATION BENCHMARK: � TRANSPORTATION DEPARTMENT a QP Ss��"q� S B �. ��Q��o�. BRoo� Fye_ 9007 Arrow route, #120 COUNTY OF R/VF`RS/DE" o s a Rancho Cucamonga, CA 91730 7MCr 28832 CD 1829 p (909) 948--3450 *a No.4 FAX: 909 948--2750 SEE ABOVE PREC/SE GR40�HG PUH Exp. 3131/04 * Land Planning 1 o DATE CN1�- � Civil Engineering 4 2 or stirs ' MARK GATE APPR• DATE 9TF OF CAS-� Land Surveying .�Q� EOR: W.O. COUNTY ENGINEER REVISIONS COUNTY RECOMMENDED DATE DON BROOKS R.C.E. 41829 EXP. 3 31 FILE NO. `,p} a1_3d "'1 q -V) �.�. _ �. ��. ._- _ �__ ��. ���. �� _ N �.�.�__.. _ �..�..�..�. x ------ 1080 �._�.�___. _ �..�.�._� .-:::__�-�.�_.. . �_� __�.�__�_..rt. � ___ _ �._��.._w�._�__..�..�. E3 47.00 4b 51 7X_ Et7 4dt94 27 28 ds L _j 11111mi / -� J j 1.7 W.7 FF 9 84..5 FF 82.8 PAD W.2 84.0 PAD jII L----------- ------------ p L------------------ A-------- �- �_ , I song"Aft -—-------------- L-------------- do L---------—------ 0. -----------------4: J AS L L----------------- 30 VA/1w __ �I I VE- rh n fol ag, 0 84.4 PA D T 7+ I IF -------------------- + lvk ----—--------------------- - ------------- .11 ---------- r ----------------1 -------------- ----------------- % Cr 01 V-6 0g6 C) + 84.0 1 7 i '; ,�. 1 — 09 85 86.8 FF la 86.3 PAO 91 + ( � .- I � I31 0 I 1� ' ' 11 1 0 rr r Cil V.03' IRS 9._TX 86 --116.�4 0 84 87 C � I J LA- 87.5 FF .6 87.0 PAD p 46 1 /1 87.8 FF X 0 FF I . 1 89.5 87.JT PAD rn PSD ..-. L------------____j X C) 1 7s 42' %� .0 ft too 12+ 0 . ..................... r-—--------------- ------------------y PORM......... tQ T.C. JR fly C. 9- AM" ------ 83 --- ----------------- N POROY 06 50 r _--_----, -- -r -- _ i 0 FF 88.5 PAD 80 lot Vo • 88.4 FF W.01*4r 11BX GRAPH''C SCALE Q s ss 87.9 PAD 88.5 �AW 20 89.6 FF 'NIN 0 10 20 40 so I !N_ 1%,­_ W.I PAD 01 DAD 0" IN FEET 0017 ve I inch 20 ft. V 4017 0 00 Underground Service Alert 0 Call: TOLL FREE 7 1 0 1-800 7 011� 3: 422-4133 !J11111 0 .111 �s BACKFLOW PRE %DAYS KFOW YW DW M WWW(p -*_Z66 0 REQUIRED 0 mob cr) SEAL-COUNTY SEAL-ENGINEER --- SHEET NO. C*LtM OF r11V(TL=_p15L)L_ Lo 11,1111 BENCHMARK: MAWKWA11M DEPARTMENT ;N,I�Iss/o PLANNING DESIGN CONSULTATION o A- ?�- BR SB 9007 Arrow Route, #120 COUNTY OF RIVERSIDE APMVED BY.o Cl*) Rancho Cucamonga, CA 91730 TIM MA C T 288J2 co CM 0 LU cc 0 No.41829 P T (909) 948-3450 Cn Exp. 3131/04 & 0 FAX: (909) 948-2750 PRECISE GRADING PLAN to - Land Planning _W&0 MOWD UNIT ip? AN Lor m & mvr isxp OV LOT 80 DATE CMV Civil Engineering PHASE 4 1 11 OF- 2 SHTS O MARK By DATE -[_VPR DALE OF f,h"X4 Land Surveying AAA 4 FOR: W.O. COUNTY ENGINEER REVISIONS 9���a Ae2f� M��-��-_:_ __�.��_�___ _ _ _,�.--__�. � COUNTY RECOMMENDED DATE FILE NO. -T-_4 ------------ .000071 DO BROOKS, R.C.E. 41829 EXP. JIJ1100