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HomeMy WebLinkAboutLot 69-78, 88-91 Precise Grading .. , fir-- .Jr iY i� i • k 'a. ..,•tJf' ,. ..v„'.::•A-�p/r'V'i"' • ,.. ,. , . • .. : w ,.. . .- .a. w, ".' •,.. , fir:'. „ • v. , 1 r e IG PLAN FOR M PREC145E GIUDIA 0"NO YZEA. 1. AN grading shall conform to the uniform Building Code, Append9A Chapter 33, as amended by 288,32 Ordinance No. 457. C MA P TIMNOv , C�strvctian CO�f►tr'd►+�'t0r a��r►`eNer! t1lOE In RPM '�F Y , ,• � r occoiWbnoe with g►en&oily oc�cesp trod 2. All corners shalt be delineated In the fled to cam of on canatr�uctlon practices, constrrJctlo» °fC Sr rreso� ' constoyn rodin �� y IN THE COUN rY'OF RI � contractor w4l'' be Arad to ooeerrrne aa/• S�xMy,�rx . and complete nupans+balty for Pb site a dtai9' t�►w '' VER%51DE 3. During trough grading operations and prior to construction of permanent drainage structures, owror of carratnvctlian of hie to drans control should be provided to prevent water and damage to adjacent w Profit qty of of Perry 9e P P Ponding mag j per�rra and pr4owtx that M/S t alrarOr be mads to • alvo/y vmt#ruou&fv and not be /halted to normal workkyg Properties. • �hour"g and crosfructAan aav�bwfar !ta"ther � too ai AM4 4. Dust shah be controlled by watering or other opprotied methods. `� `� 1 �, rhd►eemnlfy and hdd a�r�n prwlbvna/ harrn/eae 11�avn an,1► 5. and al/ /k�b#ftx r000+ liar ad/eg*4 h connection with tho No fill shag be placed on existing mound until the ground has been clsarrod of weeds. debris, �tA a , , .. E,_• �� erformMee of work an thla t tA7 /AM0111 topsoil and other deleterious material. ,, a ---- tVMM A .MW .� COW fivm the sols n of Brion rrolissWo nal 9 �f9"�► �� P 6. Maximum cut and till slope � 2:1. (p rOM IFOVA 1'M s ry r .v � ,�) •� •� •� •� � u " Ap car&wtor and subco�r &wtara patrk�rrnAw�r a�hasln on N 7. "'Pio obstruction of flood plains or natural water courses shag be permitted. \ cor 2 - - - - � - � - •� `~ or re/vW to theme ane soha N cock*+ct thea" tkvw so .` 42. ES) _ '_ _ _ , ,,�, , , ,,, ,� �, that esmp�Aoysas ov prrovr�fed o wfe pAwo to war* and me 8. All existing drainage courses on the prdject site must continue to function, especially during �► �r pub/Jfc !s �a�rote+cte�d ASV c�anntrractara ann►d ac�ob�c+orntracta^s s►ia� " � was �xr� , , ( � .� stoma conditions. Protective measures and temporary drainage provisions must be used to � � �t►d` ` � � � �► � a d, � � �� ��"� comply with the ~Accupotl©no/ Safety and Heo/th protect adjoining properties during grading operations, ♦ �• ,►� �, „� ,� ►� „ •, S Department of Labor and rrVth the ' ` ` �.�.-,��,.,�F,�►� Rsgw/otlaha of the U. Stats of Co//**m/t7 Deportment of Industrial Relatfane 9. Finish grade shall be sloped away from all exterior walls at not less than 1/2" per foot fora ` ` �--� =- ��+ " ,►a „* ,-��- -`� "constrz�ct S'olet ". The Cfr�l' En ear ache/ not be minimum of 3 . � � � -�� �'�' .� ,,� „� „ ro a l , �' er �n reeporrs�l�le A7 any �y liar the cooirmfor ae MA6C rntrr�cta►a 10. Cut and fill elopes equal to or greater than 3' in vertical height shalt be planted with gross or �� / �.••i� � �=--� rot comp/lance with Bald nvgu/vttons sine onderar. ground cover to protect the slope from erosion and instability in accordance with Ordinance No. 457 r to final grading inspection, r -b P g n9f r�r-A�6./'��►My Y 11. EROSION CONTROL: AN slopesrequired to ber1opes anted shall be provided with rosea les plant `' or equal) round cover at 12 on center, exceedin 15 in vertical he ht shall be "Wr 2"*_4 Me *A*tdrts and a /ta�cvtkvf of any� � � 9 9 i9 )\ a ,�' 3� o � planted with approved trees spaced not to exceed 20 on center or shrubs not to exceed �-� v� �, ,,_ - utAtAw lir stivchww shown an s pbu aw obtcr�a� by o r= 10' or a combination of shrubs and tram not to exceed 15' in addition to a gross mix or INDEX MA� sego mb of owpaWe rocarck To the best of our Ino ground cover. Slopes exceeding 4 In vertical height shalt be provided with on. in--ground thn OV no *A*tkq utArIM60 lir atrvctur+ae erxc•rpt a allow» . Irrigation em. Slopes equal to or- less than 4 , m be ed hose bib located at lir esu an 7h ever rn / 4/ 9 P ay by these P/Me. • engrh aeev ear no Iced ty as to !� the top or toe of the slope, spaced to make us of a hose no longer than 50' in length. ' Cha ter 14. �CR � erxact Iaaotlorn of s+ofd /� nay liar uthl►tireo lir krl�tliari /�inee The irrigation system shall be provided with on appropriate backflow device per U.P.C., p �•: wt MW /ocvtknna arty not sihowr,. The cVn&Vctar a�CW be roanaN�le for natll�rhg atJ vtA'ltJ� andP�i' 12. AN roding shall be done in oonformance with the soils report by Highland Soils dated Manch 11, Ho kis f r t+v air erxavrvt�fan to otatermAne e�ract faovtrbrn of at 1901, and with the updated soils report Pacific Soils dated Februa 18, 1999, Two sets of 15137.3 /MNOVA TION ZW K SZ#?F .�'dID � f �• i '� February \ /rhes offeet thAr wank another lir not &hoar herrn lira► the final co on re shall be submitted to the Build and Sar Department which SAN DIEGO, /A 9?128 .�i mpa�cti P ung ° Pa 619 451--83i01D Vt�GLr Y r for any damage or protection of these /!nese. shall include foundation design recommendations and certification that radia has been done ( 9 grading B1� �7-7 FAX � / In conformance with the recommendations of the site investigation report. ( i The contractor shall ca// In o Awa►t/on ' erO to A�)70 SEAN D)TR ' d Sw*v Alert (t/.SA.) Phone 1•-800-•�'-41M � 13. All grading shag be done under the supervision of a competent soils enginar who shall certify two 2 wtw*ln dv rfor to No cwnatrrrct/on that all fill as been properly placed and who shall submit a final compaction report for all fills I I ) 9 O au9'9' 9L over 1' deep. • • DEVIL OPER ,permit Amwed by Plublisc Ni nts Department chaff brf r�/fd n �. P1RE57Ef�' Hol/ES Ii►rea/v�►ng v 16r.A'!t� un/e.�s the �gvr/k�ornt hoe an � ti 14. A suitably qualified and registered prafesdonai shall submit to the Building and Safety 15,373 IAOVOVA TION MW* SWE ,JD Inquiry Iden tlflcotlon number Issued by �.S.A. , w Deportment written certification of completion of rough grading in accordance with the 50 S 0' SAN D FGO, C�AL#G1� IA 92128 grading plan prior to requesting inspection and issuance of the building permit. Certification A1�/1/ (619) f-B301D I�GVG�' shall include line, grade, elevation and location of cut/fill slopes. MIN. I I 819 4�J7-�7.30�3 FAX .► 13. A suitably qualified and registered professional shall submit certification of building pod 0 A/AN me 2.0 Ali�N I I 0 AAfV ATIENr1CIN.• SEAN DYETP elevation. Whenr specific elevations are required. the elevation (with rrs a pee# to mean sea leve) shall be given, if an elevation with respect to adjacent ground surface is required. the actual - ` distance above the adjacent round shall be given. rN j g g EX/S7W Sn�T tAmHr 18. A suitably qualified and registered professional shall submit to the Building and Safety I � �. 1 PA CIRC S01S _ T715 G10W/V�7Y COr�I'PT Department written certification of completion of final grading in accordance with the approved '-�•: 6 ,N C�°E) B .. •,. SAN DNEGiq /A 9 f11 �" iVS1A�VG MAINIXE plans for all grading designated as engineered grading . • .r I (619 5b'0�-1713 HYX '•"r• i ♦ "R•'•' 6f� 560w-0.3�dOD FAX , ( Q•• EXISTJiMG f"JI ' HrD1R'AN'T 17. The contractor shag notify the District Building and Safety Department at least 24 hours in ';:;;: ♦ Z :;: ATI�OW: fT' pyM�l/Y y advance requestingfinish lot rode and drains inspection. This Inspection must be approved • '•� ftT ♦ '� �•4 • • or to building permit final Inspection for each lot ♦ ----X18 ---- EX151A'VC 1lTK./TY LANE P� g Pe P :n 1 SPP suPFRW%50R 18. Contractor shalt notifyUnderground Service Alert, two before at 1-•800-422--4133. _� ♦ �.--". .� .��"•.°. ._�° - - r STING UTAL/TY hgCLr ! "9 days �9 1 1/2 :1 MAX ♦ �A(/ Sal//Th/ F fODnNG Nr �rE .Gtr MAX. �� ► 21.G AtA DEEPDWW P�Er HOGS DrRECTIGw dr aPA/N G�` REQIVARED 4r MIN. F �N. '�' f14W TGA' Or � 4X MIN. RE10MA D 13 7.3 /NNOVA T14W OIIPIV� S1J/TF ,�D CAR;r W Rk' UA N77 T' 2x M#V. � 3' f�aOT c L rC FACE M BEYOW X s 19 4516.W WZE 9�1�ar {990} - ---- 1WSTM a wnxR - G>� ThE crop£• ( > FL. OF SWALE FL. Or SWALE (Bf9) 897--A�'S4 PAG�"R -- -- gga---..-.. DE51G'�V G1A�/TnILJ�P PM PEAN, 1 MIA 4. , 1 (619) W4--6W8 Mole/LE Y a' MAS 'Y PE7Hi{l�'7E"R li LL y 2QEYAR WA OLMIL5 _ _ Nr�avcnrr Rall P�cAs fiyw ?svr �vrY A wavA 11� T 2 S1 NOT TO SCALE EZEVA T10W.• 1052.514 r w M/N. '.q GPIE` TD AP.�4X FO? 3' ,2 1/1" BRASS' AW hV CYLMM J4 AMEES S�IL/T�i AST CL IRB FROM &0G. AND 2Ar MIN. 8CnND ON HW 7Y f141C.M/ WE hV7rRSF'Cl1AN GIS" AIAAV AND FRONT S1M rs AN M&FZX 4. AT THE SIAUT mesr COnwR or THE IVTERSECTIoN av P GTA4J9 alT1�"R HWY. 79 AND MAMAR/TA ROAD. 109' SIOU1H OIC' nW CIL OF HWY. 7A r. AT Tom" N/E FDW-E COROVER GIF" 8 QYA/N L/I1�C fFA E AROUND NELL A_ - - -_ QUAN IES &Q[L:_ S1TF. 9' S�DIIlrH�AIVD 2' EAST GIF" Nl*t fZWOF CORNER. SET f amaASS W nVESS POST 1 SWnY Of* MOW�iIIIE"NT. T1 MA 7F OF EARIH#UW Okl�ll 7777 `S /S A90WDIED BY TJX#" PRONDE 2.t' MIN. SLOPE FRG�NI ENG WEER ANL Y RW THE CONKN/ENf.E OF THE C0VT1PAC`7VR AAV lob' ALL POINTS OY1I LOT TO SWALE f DE7DWhVA TTON 0 F• PLAN CHECK FEES Sw . 7HE CONTRAVO R &YALL MAKE 1X' AAW. HIS OMN DE&WINA naw Of' Thi- CONSM UCTFD OUANnnES &ErORELIS- 1: Of646REWAN SUBM/TnW A BID. ANY /7EM' GIF' N�WK REOU/RED BY THESE` BEANS •o �" NH/QV /S NOT SPEGYfTC�ALL Y L/SI M /N THE E511MA TE OF 00ANT1'TIES' � � � iA RD's D sp PT ANa E POM r r SMALL BE C10Y1I5yDIWW AS /NGYIJfDIED AN OTHER /TENS Gtr Nl W. L BL74 O COLI FORK AC ASPHALT !r ; I CN , RAN BIC scow GIR12� G CONSTRUCT SWALE • BAR' BEGIN AURB ll�"1TRN O 1.ox MIN. (TYP.� UNIT PLAN N � rim CB. S/TE LOAL RIP 17 N 12 3 ELEVA nog TYPE A991 AW 47`' CATCH BA.SrNPO aIRB .5' (R)� REi2rRSE PLAN -- CB COWL G'iONIC C+OW[ "TF" r LEGAL AESY.7�/PTIOIN.• LOTS 2 AND 3 OF TRACt N�Ct 23174y AS S�'/OM�1l s 5' 16' 16 10' x' - - D�1Y DR/12�WA Y ; BY MAP CIV RLE /N BOOK 1 THROI)W � /NGYUSrV� G>F` MAPS (XP)=EXTENDED PORCH PLAN �-�, ROAD _ r�'� `�,�~ EC END [�i41�E" � RECORDS GIF' RIWRSW COUV TY CAL/FARN/A. rOWS WP B Sal nV, DENOTES SEWFR A X ES -�� EG�P END aIRS k RANGE 2 NEST, SE"CTIGIN 161 BACKFLOW PREVENTER GA RAGE F.F. EL EVA 77ON 82.3 FF A T DODRa PAD ELEVA nAN I � NIGHTHA 1�MC .A fF' f7/VJ�S�I fZOIGMP Et.E•VA 19IOIN REQUIRED 81.8 PAD PASS c7 r FL RO1K/1�IE 79 REE K C' FS RN/Sn/ S71141F'AG�"" SouR OF TOPO A'Tl' AN G8 WADE 6b4EAl� : LOC OWI D Dom- EC�LA GTR. GU17Z"R OF EXTRA DEP 1H 'FOiD TIN pq�y ., � - - - r,i '`p HP HIGH Pr�1(T •tDr SOURCE Or 70POQRAPfHY- AEMAL 1?PdRAPIRrrIC MAPPM fMPIG1R'to % . 6 & t�/TIFR . • q p,N a. • r.� x SRL ANV ANVETPT o N TLATT PROW= A?r. SAN-LO AEMAL SYR1rrS .- �� � �... � a AN OX �"- DCS" AVENUE ,..._......- ...._ ...._ :2�\_Grmmw � � �487:5 I�EMlQ/ PI�PGio. 4' S�90E"IfDiLK P THOMAS BROS. pAb PAD ELEVASAN / /A fD!lEGaq CAL FnM�V 92 23 U77L/TY £SMT. 11. IC PG1C POINT 01r` CPi�E' N (619) M5--1024 ab ,4vF PRIAo. STJPE'FT ANE . a ' �P P p,R PAGE 979; F.�y 1998 PRC Pow or fisv?w CTnic `. �.r� �•G• CURB III/PfR01�'MENT,S F P.C.C: POYPTLAl1� CEA/ENT CC�VCRE'7E' O0 o Underground Service Alert �' �Ni RT mar Q. Call: TOLL FREE /4 �' �A cn �. � �p� Q v �Or, tio�"`ti Sr. STA. STREET STA 111CW �� 0,0 T8 Tt1A or BERM 1--800 - � �� � t�` �. ..r• � , U-T&ITYEASa�ENT K�227-2soo �' -- - , p�Pp y►�`e���,.n�{ ��e�� �r�� TC T�t/�� A�/F�` C.1/tI/P�BTE/ T -irlrl.iw�.�.t - '¢�'7 •k� p�,�t„ /.� I VI O • Yr/� , R` p r } NOT T17 S'�:ALE :' -- [wr d` I Q� .y,,rtiy . x ds'1 � `°', 11 TW W CF* WALL o ria 10018 liars eau as r NOT TO SCALE a . , w ,,� sFx-cour�rtY pF �VEA9IDE s -ENciN BENCHMARK: a �� SHEET NQ RhfESS�oN PLANNING DESIGN CONSULTATION ° • " TSA ATM DEP o B A`F COUNTY OF RIVERSIDE , �Qw R• ROa� ti� 9007 Arrow Route, #120 i BY, m Rancho Cucamonga, CA 91730 T)Wr .?88+3.2 C No.41s2s 3� (909) 948--3450 � /l�lrs' ImlGAN Exp. =J/04 * FAX: (909) 948--2750 SEE ABOVE , * AWSE 7 ��. Land Planning ';J tn DATE s�9T CNS o�� Civil Engineering r p F 0 C A��F Land Surveying p FOR: W.O. COUNTY rraRrc 6Y QATE REVISIONS APM DATE RECOMMENDED DATE r DOYII BROOKS R.C.E. 41829 EXP. 3 31 O4mom woo= ..,. FILE No. 's" b�-'1$ $�-• 1 ENGINEER COUNTY , I n Iy • I � , wM■wR.. - — '~fir w►w,4�� �1 � I "' • .� � / , ©/ � a� , � ... � ,, � .\.. -�__ �.► � . r r � r � SSI �_ � � • • w r h1 _ r , . r