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HomeMy WebLinkAboutzR-4400set0 0 W C w w SITE DATA SITE ADDRESS: 1607 KENNEWICK AVENUE NE PARCEL NUMBER: 1828700020 LOT AREA: 6,069 sf (0.14 AC) DISTURBED AREA: 6,069 sf (0.14 AC) ZONING: PROPOSED USE: SE WER S YS TEM: WA TER S YS TEM: ELECTRIC: GAS: R-8 SINGLE-FAMILY RESIDENTIAL CITY OF RENTON (COR) Cl T Y OF REN TON PUGET SOUND ENERGY (PSE) PUGET SOUND ENERGY SURVEY INFORMATION LEGAL DESCRIPTION: LOT 2 OF BOUNDARY LINE ADJUSTMENT RECORDER UNDER RECORDING NO. 20240216900003; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PROJECT TEAM APPLICANT. JOE BERNASCONI JAB DEVELOPMENT JOE@JABBUILDS. COM 253-740-2119 ENGINEER: LONE STAR ENGINEERING RYAN SCHAUBLE, P.E. (509) 551-6397 R YAN_SCHAUBLE@YAHOO. COM CONSTRUCTION NOTES ARCHITECT.• ARCHITECTS NORTHWEST 8915 142ND A VE NE SUI TE 100 WOODINVILLE, WA 98072 (425) 487-6585 SURVEYOR: CRONES LAND SURVEYING 23808 190TH AVENUE SE KEN T, WA 98042 425-432-5930 RANDALL@CRONES. COM O SA WCUT, REMOVE, AND REPLACE ASPHALT PER CITY OF RENTON STANDARDS. SEE COR PATCH DETAIL ON SHEET 2. O 16' WIDE DRIVEWAY PER CITY OF RENTON AND WSDOT STANDARD DRIVEWAY DETAILS. REMOVE AND REPLACE CURB AND GUTTER AND SIDEWALK AS OO NEEDED TO ACCOMMODATE UTILITY CONNECTIONS. SEE COR CURB AND SIDEWALK DETAILS ON SHEET 2. O4 10LF PERFORATED STUB OUT CONNECTION PER COR STD. PLAN 263.40 ON SHEET 3. O5 6" PVC ROOF DRAIN 0.5% SLOPE (TYP.) 19 =10' STORM MAIN NOTE: EXISTING CATCH BASIN RIM AND INVERT ELEVATIONS ARE APPROXIMATE AND WERE NOT OBTAINED BY FIELD SURVEY. ELEVATIONS WERE PROVIDED BY OTHERS AND AR SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND CONNECTIONS PRIOR TO CONSTRUCTION. CONTACT ENGINEER WITH ANY DISCREPANCIES. UNDERGROUND UTILITY NOTE: UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CON TRA C TOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON811.COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. z FOUND CRONES PK\ NAIL SET 'R3/22) s i Q c o � Q 00 79 o SEE RIGHT EXIST. 12" CONC. STORM MAIN o EXIST. 8" CONC. j SEWER MAIN o *CONTRACTOR TO INSTALL SILT FENCE AND/OR OTHER TESC MEASURES IF NEEDED OR AS LoT T Np INSTRUCTED BY COR INSPECTOR* TAX L0030 5' EASEMENT FOR UNDERGOUND ELECTRIC SYSTEM FOUND CRONES PK NAIL SET / \ (03/22) Ov 26S\ ?66\ — \ — — — — N 89'57'38" E 101.16'( (BEA) — — — — F 26 / N 89'57'38" E 101.16� v(BEA) 5' SETBACK LINE \264' 1 CIVIL CONSTRUCTION PERMIT N0. REVISION DECK LpT T No' TAX 0pj0 STRUCTURE TABLE CB#1, TYPE 2-48" (PUBLIC) QIM=265. 7± EXIST. IE(12" CONC N,S)=260.8± (VERIFY; 'VEW IE(8" PVC W)=261.9± SEE COR STD. DET. 201 ON SHT. 3 CB#2, TYPE 1(PRIVATE) QIM=265.8± 'E(8" PVC E)=262± 'E(6" PERF. W)=262.17± SEE COR STD. DET. 200 ON SHT. 3 SURVEYED: DESIGNED: RAS DRAWN: RAS RAS 3111126 CHECKED: RAS BY DATE APPR APPROVED: SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M � I I N I � / h cv . EXIST. 12 CO C. STORM PIPE ' 1.467, SLOPE I � I � � I � � �CIO 0 1 LF ,8' P VC PIPE ' 11 % SLOPE as IA) . �V) J I CB#1Lu ', 3 I 5 ' . cn L �. z W I � W � W U) �. a I I a cn I I.. I I I � I I 2y I I I INSTALL CA TCH BASIN INSERT ON DOWNSTREAM CBS ER DET. ON SH T. 2. c I � o I cn 0 CD I SEE RIGHT • C TY 0F RENTON • Planning/Building/Public Works Dept. -,�EXIST. CB (ID 135200) RIM= 66.4± 1 E 1 Z' E S= 262.3± SEE TORM MAIN NOTE 0 SEWER MANHOLE RIM=266.43' N 10'CONC. IE=254.03' S 10'CONC. IE=253.93' SEE LEFT SEE LEFT I coclI EXIST. CB (ID 135202) RIM=26 .9± IE (12" . W)=258.9± I SEE STO M MAIN NOTE I I SEWER MANHOLE RIM=264.80' N 10"CONC. IF=251.70' E 10"CONC. IE=251.70' R-440001 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E VELOPMENT ENGINEERING Orurface Water Enginering HBray 03/26/2026 jfarah 03/27/2026 ' DATE: 160 7 KENNEWICK A VE NE FIELD600K PAGE: STORM DRAINAGE PLAN DRAWING NO: C1.00 SHEET: 1 OF: ^ N T C) N A VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL • DEPTH OF EXISTING PAVEMENT HMA E 2) 1' 1. EDGE OF PAVEMENT, EDGE r2H OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD EMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B� * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL �" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 5". RESIDENTIAL ACCESS STREETS - HMA CL 2' PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD. PLAN — 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR DEPARTMENT RIGID PAVEMENT WITH OVERLAY )� Irl D .F 14 d t r iIRAISEDkDeA 0ETA1� �� to o. r, btTt:rNGIDEwwtTRArlSvERBeIJ. - t <a• r • D• - z - -r JOINTS TD IHCLiIDE f N 1 PREMOLDEDJONNT F ILLER- _ At _ _ WU5EOEDGE-; - t r • GV. YZ'tNEFLE APi'L!G1BLE `— o ! ROU DING _ 1 £71 1 jR - I TIT',- - - - j fTYPi;=_ F:7 R t ■ . _ V' ,' di 1.` _ _ CURBOUAIFS- o _ "FF. STO PLAN 191 Y _ _ y _ _ snheG ,I n y ON)R" , ■ l; ED R OCX r.;.. -.F 't '- r • - SEE RASED E BETRtt_-TI11S6TfPIG11.:UNm CRUSHED SURFACING TOP COURSE I? .. OMPACT TO 95% U00P ED-PRO sLosr i` I li i, _ Ei2Gf'i, 'r'ENc�[ER TY�P� NOFRALLDCUR9.1 � , RAI ED ��? - _�I,Iy" :-'I pN1 R.< '•I,I' - 'GUTTERa SIDEWAiXCSTC UNDER• II DET FOR CURB - ,: ,a �: CURB S GUTTER TO BE 6-THICKNEss OR I: ° -�•— ' T ':"..c. _. 1 S%_ _ .{ _Sr - ,MATCH EMSTING ROADWAY CRUSHED EE STIR P AN tot, y ,k ;, ,F . ... XTr•.r - _ I AL'L.CU WHICH G- IS GREATER (TYP FOIj? `I :,: '7 ANCRETE RgFMI7,R.P ry" SHoEWAL e`�cdtlktE.'_..CVRei r'1x`�i� ff, �. I Y. s_V6 1141" ''Zit7T , -11FOR CURB DETALl �,....Ss _,. I SEEgt,- I MJACENT TO CURB'; I - I -$P FILL SLOPES] if ADJACENT TO CURB AND 11A1J,INOOR WAL11.. - '!'f11 T 1Yi1C:6WN-K' _ BUFF_EIL STRIP f I rt 15TY, - - F FORCUR9 tTETA]LSf'„ __ i e • • r \ S-;,. .:_.; ::BRDOMED RFB3H'k, , OR MATCH EII&ii t1, >� 1 NELED POW �:;i ` �yf'��I II,TAOVYEIEa PERpY1tiER I _FINISHED GRADE 1' I°h} BELOW TOP OF CONCRETE 1! SURFACE FOR PLANTING -FLUSH IF PAVEDp+��f y r CEIlEM CONCRETECI)PB ADJACENT;.70 BlfFFER STRIP xn.� II`Gyi -i (CURB ANGGV7'[ERSHOWNj 'FOR cuRB ❑E-ra15 _—s SEE STD LAN,f01 ' 1 + ieot df th8 slt19wa1k widlfs sisal, / — r :. : CONTRACTION iRAcnaNa!h minimum Padestrian 166aslbfa routs;P� bee ofvawINSIDEW O �•, 1 f a, _ � � � • :` c : II 81d borixontal obstructions. Gralin9i, - - • ' h' AcceBs Covers,Jundiort- s ' BOTH FULL-0CPTN EXPANSION JOINT IN w BOxC Cable Vaults Pull Saxes and othe r �CURB RB AND S❑t1ALK F{ 5p PL AN 101.1-. o5 wNln the dealk 41 __ — . , appurienan ve•: ' C=u>f;ON1TtA ION JOINT - 2 _ 4T.. :fTll>Sthellush.wllll'surtace.and match; — -- .. ,-._ _. ,. ,- .' JOINT AND FINISHI' I ]r�,, . i DETAIL:.. '"1f f101R t CerfM t concrete & I Sidewalk Is not +� d AIOIES. �'• . ro,; -t permhtedlnneur=f4I"`pit rtonstruct1-11 When lithIc emCrlL _ .i ... - '.. r - :nL•Clssitates aMonolithlc Cpm4atr- l CCncfele Curb build Per WSDDT' iPREMOLor 15tandardPlan f-30.10•D3-: "` .'".,� ""':,,,.- �J171,NFT.ILLER -: _:=--_ ----' 1. E FULL DEPTH:' r cT1i YRJel3?+sElhs +i;sc p ; 3: Concrete'to he 4,G00 PSL ,x Yam. r. - - - - _ EXPANSION JOINT ' 7, STD 102 • E'UIi PLAii E! i g its r f D - z v r1'3}°JYnf vk- m 4 n. II —I - - --- ----- EXISTING ASPHA PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREE 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4'r HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT, 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 4 STD. 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ALL .CATCI{A`1i�,11U lll,'tr`.Adlil'� t,�,SNEC£SSARY TO ENSURE FULL`VH�iFllf.l 'GT; � tt'Ih'TE d7,L sFLt1Vt.'SENTI ;�DT,`Uh1ULAB��� � '�.�A 7�,II �Ai4'1,1"fH$ EYAI�(rE C INS_& BI4, 20'. Df AREAS - S t1 F�l7�'4T`i®f�GLlfpJl@R�4F^''R�Y�Y it TL1R� �ti�4DkF�keTo[��fii•L�i'1�_miut$��Q!€PR��[�.. EPT 7i SITE SHALL BE STABILIZE TO - 2F:.'t1�5LTr:. ...... '. -C.. D pRENd'' A J�.1.�$k1i ]AND$T TTVEYANf,ESYKTFh15 FACILITIES AN0,0i aEDAREAS LiF Pt @ PROJECT SIFE SHALLBE V ULI T ED 6R � ENTLi`STA IL72FDAT A#MMUM' ORSEEDEDANUMULCHED fOENSURErMC1 SUFFILIEN'CO$ORTLY AFTER FINAL APPROVAL. &AREAS _ TQ.B;=LAYD@GAPED BEFORE 49TD9ERTST. 2. (fit s� THOD OF BANK STABILI7ATkO0,0NPJ�SRO$M9uG:ONTRCL ROCKERIESSHALLNOI?BECONSTRUC.TERTO.SERVEAS Rt?AtNIN4; A%' R1 �19 CITY ROAD RIGHTS=OF-WAY SkC41� ISIE:�T'pT1WRUCT6'DIN ACCORDANCE WITH CITY;�4',T,6NDAROS.,ROCKERIES OUTSIDE:'fiIF 130O RIGHTS i'CdNS'TRUCTED IN ACCORDANCE VVItH THE INTERNATIONAL BUILDING CODE- "Nragemaza,>ti.�nrwchE->itillDl�i PUBLIC WO KS EROSION AND SEDIMENT CONTROL, V 0€ RTMENT - — _ � , _ _.. ST�tNDARID�'PLAI11 N'E,� 1 I CIVIL CONSTRUCTION PERMIT LU FINo7. REVISION _1 I FACE OF CURB' _ t 12"R t"R; I 1 74; ] I _ TOP; OF `L1 1 �2" It RDADSNAY CEMENT CONCRETE flu TRAFFIC CURB AND GUTTER FACE OF,ADJACENT CURB`, w, kli.. �.. 1m13tDfYYAl gfE,Y _ TOP OF 112'.R ROADIVAYj' AT SI[1EWk11"K#iAtt? b' , CEMENT CONCRE�,�',; 112 F#: SIDEWALK' RAMP OR CJLNDlNG fYh(iIES I FRah! ' TOO 1 3WPREMdLOEDI. JO INFILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS. r FACE OF ADJACENT CURD.. ` SEE DEPRESSED CURB 0 TAIL THI SHE ' -.9 .« - —� TOP OF`_ � I I S L - 1 • B ._zi F DEPRESSED CURB SECTION ,AT RESIDENTIAL DRIVEWAYS ONLY FDR COMMERCIALI DRIVEWAYS. SEE STD PLAN 10:.21 FACE OF,CURL3j f FACE OF: AOJAC" CURB,_ 1 WI GUTTER SURFACE- •`r I `� ` ? _- - III, �'iS r • r. y E * I it 17 IiC, r L01,1E FULL-DERTH g EXPANSION JOINT,`' �1R CEME01CON01101 TRAFFIC CUR#! DEPRESSED CURB DETAIL. r I AT RESIDENTIAL OR COMMERCIAL DRWE4IVAYS, AND ALLEYS`, iGENERAL`;NOTES:' 1 Seei"ard plans 10? and 1p1 1 for curb expansion and contract,on pclrt spaanQ.;. 2. EAp�pslon lain! shall br full deplh, �y111 n[iR.1 premolded ]ol nt filler I, 3 Fur ;Dopressed ?,Io Da lth,c Dnreeray urb $, Guttc� Secslon, see Standaid_PI@rI a l:'l IjL1L' ttiOm; -s NCRETEICURBS T I)i,[ AE�I141,N_I CEMENT Gd_ -T IraJ ,I I OacaS�Ct �0� I: �+EECI"56U �r��4A-B436-A�17AA�$� BELU N INLET ORATlllb ° OIMIENTI AND CeRRIS ISOMETRIC, Y�i_ r FEE70F:AOISIUF2BELl OH C s ;, • . 64. ;.- r '' , - , ,� YED TO A SEDIMENTPOND LTL.;hRAP,,. e `4k3 TSGT1iM7$1fi4Lby.BEZiSEE#__MQ C7THE�RAtJAGES, ___ , ' "FkIE' 'S[I 2i S`Mfititk F3i11( TSb> L1;M'St`�STNOT;BE LAR6ERT9A'NN hh&, AC -At d, ,•WZffT1jjEWET{i�IEL� WTffDE tlaDIFORTHES-l" F.�dR�C`-'TiE?1'ITUsMF2tilCiy:, s" omw wo"m %F 1 ICV e� l 1 A€1L �3kt TWO IW 1JhLOM<;E3LL�:C t�1 LTE> LIL,�a P at ram! r 1IV �� Bd�8u4'ICl�1':8�:ks'�EI`1�t� sMpS1NEh1T r3A� >I,L�O s,lr�t�. TIi�A At1rA'BCI�. 1NSEk1r*IhqtlLV LBAAM QW+W-PLACED•`AT LEAST VONTJJI.Y.H STO. C7Ckl BASIN INSERT ISIl114Nt16,f1+ APPR w PUBLII� - �41 DEPARIIi �?A1 C ., - Iti scwarx:Amn.iuiaor-' i)g SURVEYED: DESIGNED: n /E S DRAWN: RAS RA S 3111126 CHECKED: n/E�+ BY DATE APPR APPROVED: �(HJ R-440002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING t HBray 03/26/2026 SCALE: DATE: VERTICAL: NAVD 1988 ■ HORIZONTAL: NAD 1983/1991 C T Y OF PRI 160 7 KENNEWI CK A VE NE PAGE: RENTON ONE INCH DATU M ■ DETAILS DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C1.10 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: w OF: 3 N N T 0 N A�J E WATER STANDARD PLAN N !1REPERR�'',�'��.- ,,,,^TGIF AP,R).TT4_IC�NTR'AETOR. iij -ilk#4ki4 YSHAL"L 13E RESPONSIBLE; fORSECURING ALL NECESSARY'C!TY STATE;:ANOFEDERA PERR1!TSPR!ORT6GDNF`,, :I!GSfJ:,. Y', 'vfi1�L. 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'., 4WOFORMN:F, pRSI'N10.`V0E-ANALY7ED FOR WACITY .9m FOR 25-MR,PEAISE$f-Af PIS y`IIMICKPR AND MEET'vFj�Q,illil,%:14t�.'!3?P�'4•:' L VVQPffIi 123kNPR1 t QN B MMNVONSNITIMCMWSPA!ISALt5W0FT0'C0NNEdT11VFSi+RfST0W0 AAGEMri'WT+P ` 1`CA.CBWIIK+•IS. Tk1� WT a �r=F-0=7INIM4Jr 1ISE©E 4F THE FCn NDa1n A ill 1"NE�4ikr41!l�EERAEfY4�'STE1A FOR""'TME''I10tS5E. S P?'RAlofia4CON Cnw?T�_ SCALE: TYPICAL PRIVATE STORM DRAIN COLLECTION SYSTEM ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM R-440003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I''IIS �{iiAtTQ:'1if,_AEE,I�NT51 Taal bw - 43;' li 4; DEVELOPMENT ENGINEERING % .} IL HBray 03/26/2026 DATE: • %Rj C TY 0F BOOK: 160 7 KENNEWI CK A VE NE PAGE R EN TON Nbz,9 DETAILS DRAWING NO: Planning/Building/Public Works Dept. 1101.11 SHEET: 3 OF: 3 N N T C) O N �J