Loading...
11410 SW 68TH PARKWAY-2 6' 14 't 1 y 3 ■ ■ • ■ ■ i •_,YRti_... _ ...v..iln�t�I�..V)p+YVM•Irwtwr♦ ►�" ,^'rww+. . W.,,c1 -�e w•wr. �rM M .. •.sry.+rM+�rowWw.rw'1�°� •��wA.•4rww Y w'w_•IW N�+ - NMw.i�YMw••' .. ,�•ary.• �.OF�,_y�n�y�`M.++�a•. ♦ y� C _ .. 1�M.. �}y�K�^'.�iR,F��r+vnMl.MM- y • � AI..�1\M _?+i1r,Y,Y �•• Y�� . �p,~�.sNti�.�T�'.Mme'Y r t �f �- �i1►V �y}�,��� •��ys9f� �.q�'J►��..y�RpW�MI �i _ .. .. •.. W4- -w. � •.I..Y��.stAe. M�M�.+� ,...r�l>�•y�,►�`M .�W7l+r -� r ,. A ..Mlr,.�..}♦ .•w..�y�+y��*�Jpf��rW.. _ -.. , r� N�M.M�u'w+w<.Ra�k •r.ww�..aiMIOM 1111MM.�, ..M YMYUR Np� 4 4�R. M.�Vrr. Fj [7:- ) LJ1 I E3 E3 LJ I 1�mm 1 14 TIGARD, OREGON r �.. .,..bt MR �1 1�L .. � 'rV✓r'Y�~���VW#"�^,1IY..y�p� „� � MVI`T,w� —N-uaru., ..._..�. � �..: r.,�".��.�"/a.`1�.G.'�"....rww��raC r ryy+r."'{"•w: .s..an �,+.`C:S�o..' y.p�.�. -_w�w{� 1y�.. 4Y- ~ 1.✓ xM' .W ^�, r. AMT'MA.' N wt '\YM�. r 4Mr+i�{yM� 'Rl�.ti:.'IViV�.�Y ..�.'.�1 N 1 l yMW.•. f v�1w � A.ryWW/f f}�.I�.r.�R1�,4 �N xr{ .q.�1' - ��yy ,M,IM�hYV'V �,YD`IIY.�.7F w ' ,A� r ���j�,� �Mlar •Wrh •Mr.�t`w tYu �.VrdIM♦wMY�Yr•Mwf�~fAR 1 .ti�Mr -4'+ .✓A- V M.M '..�- YMIMv..MW••WJ�I IYY. ,+.�.� Wf....- .. >•/M1A�v1 IRV �n.n '�xlY.Ir4��.�M w+nw,.MM Yw�.w ;FW W> --1G.._�ri��w.�w.••! •, •c1s11�Y����;k�//��� ±+�rt�.V+a♦ --I I I1 J sF- E] tvk \ h I � f' ....... Ali 11\1111�.1 '. '.1'.11\\1\115111\115111151111111:�� 11111111t 1111.■1,1,\1111\\11111\1111\1.511\\.'.; ttlF ook ft AttUri,., 11,1.....:111..11.....1,.11...1.1.1.,. ,...I..... .................BID PACKAGE 1 SITEWORK MAY 20, 196APPROVED PLANS Nlll51 Esc_Uv,,%,,)y,„t,,. t f IF THIS NOTI(F.APPEARS CLEARER THAN PHF. OCT $ 1998 DOCUMENT,THE DOCUMENTISOFMARGINAL QUAL11V. nuc-620FMNlrD 1htm!li !! lilml�l I! t !!i�t�t�i�t�! i !;�i!!!�!!t�t!i t�i!i!!�!!i!i t !�i�r;!�!��!t i t�t�;yt�!!!�tt! ti!!t!t�!�tit t►t�!!!�!�t�!;i t t�t�i!!�i�i�i�t i ;!t�i�!!t�t�t tl!Itlt�tltlt•I 1 3 --�r—-Ar utlttnhnilttttllnt!nititnthnl!uninnlnnln„�mm�nnn,�+nt nnLminnlnu nnlnninnln�l n„In„hn,h�nt,u,l,,mm�hn,innlnnhn,h,,,tnuhn,tnnhn,n,il,,n„nhm nitlt�tt ntthrt mtlntl nnhtu�minn nnlnn,u,lnmm�hn�m,,, r T 0 a.,1�.�.. .:�_:;�.Yhai'a,_. ..:L.J>viluilC.arr!'wa14� .. - ,.. .- •. r - "Awillilillilla :itYdti(BID - SITEWORK) ARCHITECTURAL ABBREVIATIONS LIST Or.,-: DRAWINGS PACKAGE 1 GENERAL t AND EA EACH IN or ' INCH(ES) RM ROOM 1+ --_-_ -_- --------------.._.........____-- ------_ -..- -._-_-. _— -- v AT ELEC. ELECTRIC IN5UL. INSULATION R.O. ROUGH OPENING REVISIONS er 020.0 PROJECT INDEX ACT, ACOUSTIC E.W.C. ELEC. WATER COOLER INT. INTERIOR RD ROOF DRAIN AFF. ABOVE FINISHED FLOOR EQ. EQUAL ID. INSIDE DIAMETER REDWD. r-DU1001) G1.0 SITE SURVEY ALUM. ALUMINUM EQUIP, EQUIPMENT -JOINT REFR REFRIGERATOR ARCH. ARCHITECT(URAL) (E)OR DXIST. EXISTING JAN. JANITOR RGTR REGISTER CI Y IL AVG. AVERAGE EXT. EXTERIOR ' SEH, SCHEDULE L ANGLE ELEv. ELEVATION KIT. KITCHEN C1.1 SITE GRADING PLAN APPROX. APPROXIMATE E EAS? SECLAV. LAVATORY SNT.T SHEET ADJ .ADJUSTABLE EMER EMERGENCY C1.2 SITE UTILITIES PLAN AGGR. AGGREGATE ENCL. ENCLOSURE LTG. LIGHTING SIM. 51MILAR LIN, LINEAL S.C. SOLID CORE C1.3 EROSION CONTROL PLAN ASB, A5BE5TO5 E.P. ELECTRICAL PA!4ELBOARD LB. or • POUND 5F'cG5). 5PECIFICATION(5) ASPH, ASPHALT C1.4 SITE DETAILS FON. FOUNDATION LAB. LABORATORY 5Q. or III SQUARE OC N BM. BEAM F.E.G. FIRE EXTINGU15HEP CAB. LAM, LAMINATE 5.5. STAINLESS STEEL N I /� BD. BOARD FAB. FABRICATE MFR MANUFACTURE STD. STANDARD MFR- T1Q UCTURAL - _ BLDG. BUILDING FT. or FOOT or FEET M.D. h1A50NR7 OPENING 5%, STEEL x ------- T BLT-IN BUILT-IN FIN. FINISH MAT'L MATERIAL SUSP SUSPENDED I- S- FOUNDATION P 51TUM. BITUMINOUS FP. FIREPROOF SYS. SYSTEM a N MTL. METAL z o S-2 ETAILS BLK. BLOCK FLR FLOOR S.V. SHEET VINYL r BLKG BLOCKING FLUOR FLUORESCENT MAX. MAXIMUM g SOUTH w MECH. MECHANICAL w o S-2.1 TIC)"ETAILS / GENERAL NOTES BOT. BOTTOM F.5. FULL 51ZE 5HR SHOWER �x MIN. MINIMUM m a BRK. BRICK FURN. FURNISH 5HTG. 5HEATHING FRAAr'lIN AT10NS I FIG, FOOTING MISE MISGEI_LANEOUS STA. STATION , C.J. CONTROL JOINT MULL. MULLION F.O.I.C. FINISHED Bl" OWNER, 5TOR STORAGE i; ARCHITECTURAL GAB CABINET INSTALLED BY CONTRACTOR MEMS 1EMFRANE Sym SYMMETRICAL W 4 CLG. CEILING MH. MANHOLE o —.— ---- — -- --____—.-- F.A. FIRE ALARM nd G.L. or t CENTER LINE F$, FLAT BAR MTD. MOUNTED TEL. TELEPHONE �• e All SITE PLAN CER. CERAMIC TEMP TEMPERATURE � C.LR 'CLEAR F.D. FLOOR DRAIN NAT. NATURAL T tG TONGUE AND GROOVE C.W. COLD WATER F.E. FIRE EXTINGUISHER NOM. NOMIN4L T. TREAD g F.F.E. FINISHED FLOOR ELEVATION N.I.C. NOT IN CONTRACT TYP. TYPICAL COL.. COLUMN c>r CONC. CONCRETE F.N.C. FIRE H05E CABINET N.T.5. NOT TO SCALE T.O. TOP OF x C.M.U. GONG. MASC'NR't" UNIT FLA5H'G. FLASHING NO. or • NUMBER F,O.G. FACE OF CONCRETE N. NORTH T.G. TOP OF CURB CONST. CONSTRUCTION F.O.F. FACE OF FINISH TER TERRAllO CONT. CONTINUOUS F.S. FULL SIZE O.C. ON CENTER THK THICK CONTR. CONTRACTOR OPG. OPENING TOIL. TOILET C.T. CERAMIC TILE FURR FURRING OFF. OPPOSITE T.P. TOP OF PAVEMENT C.B. CATCH BASIN FUT. FUTURE OD. OU '51r)E DIAMETER T.V. TELEVISION CEM. CEMENT GALV. GAL VANIZED 085. OBSCURE T.W. TOP OF WALL G.I. C45T IRON GA. GAUGE= OFF. OFFICE DNF. UNFINISHED CLO. CLOSET GEN'L CiENERAL PR PAIR UR URINAL CNTR. COUNTER GL. GLASS PLA5T. PLASTER UN.O, UNLE55 NOTED OTHERWISE CONN. CONNECTION G.W.B. GYPSUM BOARD P.L. PLASTIC LAMINATE CORR. CORRIDOR G.W.X. GYPSUM BOARD (TYPE X) PLBG. PLUMBING V.P. VENEER PLASTER GTR. CENTER GL. BM. GLULAM BEAM V.T.R. VENT THRU ROOF CTSK. COUNTERSUNK GLAI D. GROUND E OR PLYWOOD VER;. VERTICAL E OR PL. PLATE DEMO. DEMOLITION GR. GRADE P.T. PRESERVATIVE TREATED V.G.T. VINYL COMPOSITION TILE DET. DETAIL H$., HOSE BIBB PART. BD. PARTI'CLE BOARD VEST. VESTIBULE DIA. or m DIAMETER HDCP. HANDICAPPED PTN. PARTITION XT. WAINSCOT DIM, DIMENSION HLWR HARDWARE W.C. WATER CLOSET DR DOOR HDWD HARDWOOD QTY. QUANTITY WP. WATERPROOF 0 DN, DOWN HGT" HEIGHT Q.T. QUARRY TILE WT WEIGHT z DWG. DRAWING N.C. HOLLOW CORE RAD. RADIUS W. WIDTH / WEST �.. D.F. DRINKING FOUNTAIN HORIZ. HORIZONTAL REF. REFERENCE W/O WITHOUT DBL. DOUBLF N.W. HOT WATER REINF, REINFORCE WD. WOOD 0 DEPT. DEPARTMENT H.M. HOLLOW METAL RE51L. RESILIENT W.I. WROUGHT IRON J DWR DRAWER HDBD. HARDBOARD REQ'D REQUIRED W.R. WATER RESISTANT D.S. DOWNSPOUT N.R. HANDRAIL REV. REVISION D D.S.P. DRY STANDPIPE H G R, HANGER R RI5ER V� PROJECT TEAM SYMBC KEY BUILDING CODE SUMMARY !�J TRUE NORTH 1! IF DIFFERENT-t TEM PH 229-5643 FAX 223-2869 ija•,,. NORTH ARROW APPLICABLE COP1755: OWNER OREGON PUBLIC EMPLOYES RETIREMENT SYS ASSUMED NORTH -.. �3 '�'1° 200 SW MARKET STREET, SURE 700 PO BOX 73 PORTLAND, OREGON 97207-0073 CONTACT: DAVID BAILEY �, 1994 UNIFORM BUILDING CODE 1986 OREGON STRUCTURAL SPECIALTY CODE ETIL NAME 0 OWNER'S REPRESENTATIVE OREGON DEPARTMENT OF ADMINISTRATIVE SERVICES PH 378-2865, ExT. 249 FAX 373-7210 x SCALINDICATION OCCUPANCY: FR EV ANS,NIS FACILITIES DION 1225 FERRY STREET, SE SALEM, OREGON 97310-1561 CONTACT: FRANK E ANS, SR OFFICE AREA: B DETAIL REF. •� BOARD ROOM: A-3 ? �x BUILD tic- SECTION LSTE��.D AND ASSOCIATES PH 654-2336 FAX 654-2698 DRAWING NUMBER---�%C�X w CONSTRUCTION PROGRAM MANAGER MI � THREE TOWN CENTER 10121 SE SUNNYSIDE ROAD, SUITE 3,15 CLACKAMAS, OREGON 9701110, CONTA('T: PETE DANIELS DETAIL REF. • CONSTRUCTION T`A'PE: ------a�=' WALL SECTION DRAWING NUMBER—='C_iX-pX `TYPE II - I NR. 4U/ AUTOMATIC SPRINKLER r _ DETAIL REF. •--� �Jl�STE-F''E7� ---- PH - �PH 226 3991 FAX 228-3019 x ui CONSTRUCTION MANAGER / DONALD M. DRAKE CONSTRUCTION DETAIL • GENERAL. CONTRACTOR T740 NW FLANDERS STREET PORTLAND, OREGON 97 9 CONTACT PHIL LAW DRAWING NUMBER—">C_,%I X A"QWA55LE AREA:: vIEW Z • 1 x BASIC ALLOWABLE AREA: 15,000 S.F. (TABLE 5-5) DETAIL REF. • 4 2 ELEVATION(S! ARCHITECT / INTERIOR DESIGNER FLETCHER FARR AYOTT` P.C. PH 222-1661 FAx 222-1701 DRAWING NUMBER x MULTI-STORY: 18,000 S.F. (SECT. 5042) 708 SW THIRD AVENUE, -AJITE 200 PORTLAND, OREGON 97204 CONTACT PHIL RUDE 3 SUBTOTAL: 36,000 S.F. • XXXA DOOR NUMBER 1 DOOR INDICATOR---- -- SEPARATION ( 3 OR 4 SIDE5): 3(o,000 5.F. (SECT. 505.1) STRUCTURAL. / CIVIL ENGi SEER VLMK CONSULTING ENGINEERS PH 222-4453 FAX 248-9263 04 ALLOWABLE GRO56 AREA: '12,000 S.F. 3933 SW KELLY AVENUE PORTLAND, OREGON 97201 CONTACT: JAMES KNAUF / KIM MCMILLAN WINDOW OR RECITE NUMBER/TYPE ACTUAL AREA: DATE LAST \ PLOTTED: 5/11/96 - - — - - —�X l GRID LINES FIRST FLOOR: 20,439 S.F. / DATE: MECHANICAL ELECTRICAL / PLUMBING INTERFACE ENGINEERING INC. PH 659-6394 FAX 659-9029 �� / SECOND FLOOR: 2+9,340 S.F. 6542 SE LAKE ROAD MILWA.UKIE, OREGON 97222 CONTACT: ANDY FHICHTL / ISSAM ELSAHILJ X KED NOTE REFERENCE THIRD FLOOR__ 19,441 S.F. � SCALE TOTAL GROSS AREA: 00,220 S.F. DRAWN: LANDSCAPE ARCHITECT MURASE ASSOCIATES PH 242.-1477 FAX 295-0942 APPROVED 1300 NW NORTHRUP STREET PORTLAND, OREGON 97209 CONTACT: STEVE SHAPIRO --� WALL TYPE ALLOUTA,P....�F- HFIGNT: 4 STORIES (TABLE 5-5PROJECT: 118L�6 e REVISION SHEET NO SURVEYOR WEDDLE AND ASSOCIATES, INC. PH 292-8083 FAx 292-0938 AcruA H IGHT: 3 STORIES T/50 SW SKYLINE BOULEVARD PORTLAND, OREGON 97221 CONTACT: GARY CHEEL OFFICE 11A1f1 W ,r W� (XXX ROOM NAME/NUMBER GO ,O SI r Yr,mul OF 7 of R IF THIS NOTICE APPEARS CLEARER•fHAPI THF. OGT 8 199a IH)CUMENT,TNF R(x'UMF.NT IS(111 Ml RGINAL QUALITY' MICROFILMED (I�I1111111111L�l I(I�I�I�I�I 1 I�I�I�I�III�I I I�I�I�III�1 11 1111111�l�l�l I I�f��jl�l�l�l { I�I�ljlli�l�l I I�l�i�l�i�l�l I I�I�I�III�ij! I I�I�I�I�I�I�t�l l ►�!�III�I�I�I i�i�l�lll�l�ll '� 1114N ADE0 CHM(A !IIIIIII llllltil,IIII�IIIIIIIII�I-�III�IIIIIIIII�ILII Lnlllul nullln IUL�LnIIrIInL unlnnhallnn nnl►InnLnlnnhmhnL nI+InL�ilnnhuLhminnilminnlnulnLl ulLlnn�ill,L!I mlhul unln»nnhnl nnhm!nIImL rn!Lm tLnlnnhuLlL�ll�� ' _ k �1 6 C� IL - K9 _� * INTERSTA1. E Jr OF REVISION`:- B'r. �- SEGMENTAL BLOCK RETAINING WALL s � i Nbal9'�T'E t--- - =- - - 100.10/0 20 CI CA5T-IN-PLACE % �, / 3 cA I0R -- --__- �, /� C CURB a�a\�� �, ��$, �/ `\ \ O 9 8 \� /c 1 N N NEW PAVEMENT - / / J �� c/ b / / 8F� i ,, WN. N ' w d •p c � \ c � � 0:0 r I cis\ 3 c Cc, �� 69� Si w z cl/ lww C9cl/ MONOLITHIC CURB i 8• �q\ 8- \ 4 5 DEWALK 1 F s C, m \ C C, 40 ,TRASH C PARKING c ��.. 718RACE V3 EXISTING PAVEMENT - \ / \ c so x �Q c LF ae �c�s c 1 w 8 \ S PARKING �O °� c 1 a t4'-6' 9'-6' 12'-0' 9 w CAST-IN-PLACE �t2 S1, 1.61 9 h BOLLARDS, RETAINING WALL 'e\ / STAIR I 4 TOTAL - m ALIGN 45 R / a, / SEE CIVIL c - SERVIC_ LOADtNC� `� � ,� e, 1 DW`• ZONE PA55ENGER LOADING/ r6� �� 6 c c F.� � •8• m � SEGMENTAL BLOCK 1 1 • . DROP-OFF ZONE e• s \y�S.� ',.�\ ® c RETAINING WALL 1 132'-3't +� �6, 3� EX DED F\ % / •�, , �`�" - BUILDING LOCATION POINT A/10 - ,� '0. CRIB T / SEE FOUNDATION PLAN �, PARKING \ Q C .;� 3, TERRACE '2�'�v W 6 LIP z c o PARKING c � / /c Q STAIR I � o \ o ,a• o,' WHE STOP, i SITTING WALL ee, e' �' e� `c4 c C ^\ 81 BICYCLE PARKING PARKING6\ e• , �� \ c O � TE I (12 SPACES) m� TERRACE M �6, dm c/ Olt cc, 'm BUILDING LOCATION POINT A/4 - SEE FO UNDt.TION PLAN 1 / O \ 8. •m c PROPOSED BUILDING e, e, ,e" q m \ C RAMP/ N a. , c I 1:12 9;a, •m \ C 17.0. NORTH / a, c C ^, J TERRACE 0 I Ln \4o 69 e, ?� I SITTING WALL I 'e9, '8,�, o -COMPACT SPACE, 44.15' 2.18' SEGMENTAL BLOCK RAMP WEST "' RETAINING WALL TERRACE w � J �'" I MONUMENT .� SIGN de S W 68th PARKWAY `��\ TREE$TO BE SAVED NEW SIDEWALK 4 Q PLANTING STRIP EXISTING SIDEWALK W EXISTING SIDEWALK Cfi r ------_-- -- - --- - - - \ Lim SITE DATA -- - -------- -- - -- �, ,- W / SITE_�REA 4.02 ACRES 51TE COVERAGE: (f/ PARKING SPACES: PAVEMENT t SIDEWALKS: 11,011 50. FT (40.69°) FA -- LANDSCAPE: 83,541 SQ. FT. (011.' sol I r 5 ACCESSIBLE 5PACES (9' x IS') BUILDING: 20,439 50. FT. (11.690) � `- / I ACCE551E1 E VAN SPADE 05' x 18') TOTAL 51TE AREA: 115,051 SQ. FT, (100%) / 101 STANDARD 5PACE6 (8'-8' x 18') X 11 COMPACT SPACES (8' x 15') i 184 TOTAL PARKING SPACES DATE LAST 5/20/9(0 j 12 BICYCLE PARKING SPACES (2' x 6') PL07ED DATE 5111/96 SCALE: CURVE DATA - –--- - -- DRAWN ARG RADIUS CHORD LENGTH CHORD BEARING 0 LENGT�4 APPROVED: 1 38' 31.86' N18d21'28'W 490133'50' 32.81'`– PROJECT 2 38' 2621' N26d30VE 40d21'Il' 26.16' 11P, goo ITE PLAN 3 38.5' 54.45' SWd14'23'E 90d 60.48' _ SHEET NO: CPS4 112S' 35.96' S34d2'33'E 180123'39' 36.11' CALE 5 112.5' 131b2' S10d51'21'W 11d36'20' 140b0' -- Al 01 1141()RW F81f�i ;If 96(1078 OF 3of8 IF THIS NOTE F.APPEARS CLEARER THAN THF. OCT 81998 DOCUNIENT,THF 110("IIMFNTISOFMARGINALQUALITY. N11CROF1Lr1F ) ♦� I�Ijl�ljljljl !Iljljl�ljljl I Ijijljl�ljlji I'Ijlllj'lijljljl !jljljiiljljl I Ij(jl;llllljl I Ijljijllljljl I Ijllilllijijl I Ijljljl�ijiil I I�ljljl,ll)ijl�) i ijljllljl�l�l Ijljijili�i�ll {� I"M I MARC 0 CHWA ! IIIjllllllllijllll I11111n11n111111!llllillltllllllllllillllijllll nnlnn 11,111n11nnhnl nnhn+lnnlnn nnlnn unhminuhminnlll,111►11nnlnnlnmu►Ilnnlnnlnn nnlnu nnlun nnLn1 nnh111+nrli►n null, nnlnnnullnn nnhnllnnln;lm►� `r r , r r 1 i i i REVISIONS: BY: I • I s J TOPOGRAPHIC SURVEY INTERSTATEA TRACT OF LAND SITUATED IN : NON-ACCESS I'r t / Oh JAN. 29 C 19623 - NON-ACCESS E RE 1 /4 SEC . 36, T. 1 S. , r�. 1 W. , W. M . FEE N0. 80043922 Washington County Oregon PP\pGh N 06'1 9'2?" EASEMENT AGREEMENT County, E WESTWOOD HOLDING CORP. & p v430-51 ' \ u2o.♦ 2 ' PORTLAND GENERAL ELECTRIC CORP. 9711 _ \ \ 6' CHAIN LINK `�� I FEE NO. 88-39456 C� 383 13T BENCH MARK: ,\\\ \\ ``'� W \\ \\ \ \\ FENCE ��n v'�s' RE-RECORDED �� Oo 3e2w c •39291 PEI?RETUAC EASE NT \ \ -max Q ., FEE NO. 8S-44577 - t0 \ \ \ S- "1Ie 0 \ \ \ - � 6 PAS ,14R City of Tigard Bross Cap v' \ \ \ ,•k ^ \\ R `\ . `^ \ \ tiW \ \ ao �� •nJe ` FSE �: 4 ent \ \ ? T` CP O' �'a W \\ \\ \\ `\ ,\ sat.lo a --Set^ii- \ \ \ \ J 5.0 x 3) P T \ \\ w�PN No.149 found missing. O \ ,;� \ \ �c \\ \ �, o ,x 1• \\ \ \ \ WATER INE L ATION \ O tt \ \ \ \ _ W Located p(eViUUS COntUI I \\\ -� \\ `�\ �\ 2 `\PER wP R 1 W \ 6Y1` \\ �� l-� -�-_� \\ .� 0 \ e \ •! 4 '. 336 e•. \ x W 1. lir ""t \\ \ �� \ \ \ Cdr f ELD�AAARKS \ I \ \ ` \ \ \CASINO- T \\� \ \\\ C] FIBER OPTI oints, Weddle Too rQ hiC \ _ ` ` ` \ ` ` ` ` \ e• `. \\ `\ \ \ ` �2- "c F \ \ , VAULT _ P P g P 8 "PVC PIPE W4.34 \ ►') 1 \\ \ `\ `\ ` ` ` \\ \ `� \ ` ` \ \ ` `. \ \ \ \ \ 0 \-\,1 11 -survey 7/08/88, and verified \ ` ` ` ` \ ` \ \ \ e �' �3 3 . \ \ \ \ ` \ \ . \ \ \ \ ` \ \ \ \ I \ \ \ \ - 31j.4f- i \ \ , \ \ \ \ I4r'' ' - NORTH curb elev. at destroy ed bench ,, \ ____� \ \ \ \ \ \ \ \ y , �� \ CN \ 'Oki es ♦ \ \ 9"F• ` \ \ \ \ \� �� . Cid\ \ \ \ \ \ \1 \ 7NT \ \ \ \ \ \ \ \ \ I I 1 1 \1 \ \ fi mark. Set Site T.d.M.s US Bbl. \ F6 ,nz'hN Ef►S ` \ \ \ \ \ \ rw-- a `� \ \_ t \ \ \� N ? . �\ \\ 8r.-t0"VI•J91� Ill 1 \ \ • . \ . \ \ \ \ \ \ \ \ \ \ \ l 1 \ \ \ \ \ \ \ I I 1 1 11 \ noted on the mo \ \ (,QG. �\ \ \ \ \�. 4 �I4 1 s1e.oA1 . \ . \ \ \ \ \ \ \ \ \ \ L.� I I - i •(� \ \ \ \ \ \ \ \ \ \ \ \\ \\ V� j7�.tI 375 SCALE: 1" = 30' B ` Int \ \\ \ \ \, 2-�'� `� \ \ \ \ \ \ \\ \\ \\ \ \ \ '� \ ! 375.2, �\ 'I' 4SFis \ \ \ \ \ \ \ 5 \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ 8"STAND PIP ` -N�,'�S� \ \ \ \ \ 0/6j, \ \ \ 3 \ \ ]]10� \ • \ \ \ \ IE 301.76 N. \�� �,\�.7' \t \ \\ `\ \ `\ `\ \ •3 0.41 I \ \ `\ `\ `\ `\ \ \ \ \ \ \\ \ \ \ \ \\ \\ \ \\ \ \\ \ 1 \\ \ \ \\ \\ \ \ \ \ \ \\\� _ t- I March 21, 1996 IE 296.89 W. \ ' _._-•�PR ` \ \ \ \` \ \ ` N+9.t-- 1 //%/ \\ `\\ \11•FI•\ \0329. \ \ \ \\\ `\ \ ,\ \\ \\ \ \\ \` \t \\ \ \\ 1 11 `\ \ \36 4• \\ \ \ ` 1 11 \ \ \ - - - \ / \ \ \ \ \ 1 1 4i 40"F \ - O � � Y �' � ,• � \ \ ` i �// \ • 7 \ -� \ \ \ O.o•� -,-- ASPHALT�' I 1 l 1 \ 1 1 �✓ / \ \ \\ �`� \ \` \ \ \ 0JT4\5 \ \ \ \ \ \ \ . _ \\ 1 S' I `\\ 1\ //`]t• -3¢7.8 -7 TC - 3.10 t 2A 1 `•�- \ 7 I I/( 1 \ \ \ \� 1 I I \ \ \ \ \ \ 77pp� \ •Jt?.L-� r 0 1 I 1 \ \ \\ \` \\ \ \ \ 1 1 •` 701l� 370.10 ,�?�� \ \ \� /� �\• • / 11 \ \\ \\3/a1j• \\ �\ ,\ \ \ \ \\\ \\\\ I I \ 50' 'H' 48+ 370 d 12r PR \ `31E -...• 1 \ \ \ \ / I , 25b \\ 369 J7 \\ b1 I \1q �\ \ t '' `� \ 1 1 / �/ I 1 \\ 338,0 \ \\\\ \ \ `��\ \ \\ \\�•"" \\\\ \� �\ 3eY3 b` 8112, \ \ \ •]21.4`--_-_ 9413" \ \ \ \ t 1 Y' .oa c m I \ 8"AP \ \ ®`4-�"W-._-.__ . /// / �0`�e,a \ \ \9"-11"V� -��1� \ \ `, $-�1�' 1 (\ \ -41 \\ I Joo.fe'• 31 LEGEND: \y .\ Y9)\ \ \ I 1 \ \ .0.25�F\ \ \ \ 30�2J \ �. �_,` // / 1 (I• 1 91101 \ \ \ \ \ \\ \\ \ \ \ \ \ \� \`\ � \I �1'. �` 369.310 h302, I\ \ , %' c 1 \ \ \ \ \ \ +� \ \ ,, \ -- - LEGEND: I \ \ \ • \ \ `\ - 399,2 1t�•/4�iq-- -M3Cl��� l` `\ \\ _ \ \ \ I I I 1 \ \ •1p� \]3S. 2!!� ` 1�"\F \\ \ �\ \ ~?a\i'Q\ \\ \\ \ \ Jes.sO TC 1 • 31 AM A7 r / _ ' \ \ \ \ ` ` - \\ \1 I I I 7•,13•Fl\ ' ` \ ! \ \ \\ ~ \ \ 1 \t \ \\`\' �• - 365 365 WV WATER VALVE w� i �>• ,ice \ � \ \ \ \ \ WM = WATER METER i� / /� \\ \ \ \ \\ l` I I �\ \ \\\\ \ \ -W- a WATER LINE •]1 a e� \ \ i �• \ \ �Tr' I I 4'1• \ ` �'\ ltt'° \ \, \ \ �\\\`\ ` .!"1 \ \\\ \ _rte j• \ `` - FH FIRE HYDRANT 2 /// JO6 \ \ ` \ \ \\ \ ♦\ \\ 1 1 11 \ \ ' 14 �~O\ \ \2 f•\� \' \` \ \ `� , \� - -E- = ELECTRICAL LINE 3 a m 1✓-d w�//// / � � \ \ \ \ \ `� -e` \ 10"fl•3�1.5 I l 1 \ \ \ \y,, \ \ \ \(/- \�• � _ 363.ze \ \ \ \313�T�'C!t •J 7.� I I 11 \ \ \ K `\ - �s i •8"CH\ \ \ \ \ \ �` `�� 1 I 120r18"a \ \ \ \ �� \ 177*\ \14F•�� \ \ \ \\' - FEE NO. 92003894 CB a CATCH BASIN 10'C1� \\ \ ` \\ \ \` \ I / iI I I 1 1 \ \ \\ \ 3•\ \ \ \`171'•, \379. 1O! \\ \ ` 3 \;� - - _ SIGN EASEMENT _ - -S- = SANITARY SEWER LINE \ \ I I I \ \ \ \ \ \ \ \ \ \ \ -�``�\ 1� -SD-= STORM DRAIN w . 1 •s¢i.e \ 1 - t \� \\ 1 1 r l I r 1 I 1 1 I \. \ `� `\\\\ d"Fa J_ I 299 29 .29e. T / \ \ 2-T�io7.t \\ 1 •1<2o e I I 1 \ Jz92. . LP = LIGHT POLE \•14"A \ y I ♦ \ \ `\ \ \ \`\\ ` -i►,�` 35026 360 -X- = FENCE LINE \ \ � � 1�'A r'I I r Ef'As1� \ \ \ \ \ \` \ `\ \ \\� 1 \ '\ J 9111 TC ] • = SPOT ELEVATION 4 \ `\' 304��-8"H �- �•, \ \ I 1 \ \ \ \ \ \ \ \ �S 5 \ 2 l a� c 359.49 NGRESS-EGRESS, UNDERGROUND UTILITY EASEMENT \ \ \ I i \2"ASF• \ \\ _1S " \ 11 ' G = GUTTER FEE NUJ. 89-39637 FEE NO. 88-52298 2-T`AF�o5.9 \ \ 1 I 32'FS \ 328'1• \ \ \ \ \ \ `\ �W \ 11 1 \t \1 11 `�` ti TC >= TOP CURB ?vesic 1 1 • 7 1 \.--- _1�� \ \ \` \ I 1 I I I 1 \\ \\ \\ `\ `\ \ \\ \ \ \� \ �\ `- `\ \ \ \0 II 1 1 111 II` _ Z PP POWER POLE I 29959 • 0 1 - `8.tp„ 49 \ \ �30' I I I I I I \ 1 \ \ \\ �` \\ 1'!'0® \ \\ `\ 3s40 \`- -1\ \\ ` i.9L�1 11 1111 I\ 1 ci- �' BSF - BRASS SCREW FOUND yt I 1 �� \ \ I I I I 1 \ \ ,\ \ \ - \ \ `tea \ 1 111 357.27 I I 1 I 1 t0"(ISF•\ 9"9'ASH -Twat •7"W \ \ ® 0 \ \ \ \ \ \\ 1 I 11 - T.B.M. - \ I I I 1 \ \ \ \�\ \ 11 1\ 11 1\ - LRCS = IRON ROD, CAP SET r (� ;RCF IRON ROG, CAP FOUND W 299 -.--_ - \ I I I I 1 \ \ \ \ \ \ 60 `\ \ \ 1 111 \DO _i ACF = ALUMINUM CAP FOUND Q TOP S.E. CORNER METAL BASE I - 1 C 1 1 \ I I I I 1 2-lo'AS1�31zi\ ` ` �- _ ` \ _ ++' 49'+2 IRF IRON ROD FOUND 1 \ \ . , I \ \ \ \ \ \ \ � \ \ \ 1 \1 1 9 I I I 31e.0k \ \ � 323.90 �.._•- - ` LIGHT POLE. ELEV. = 300.47' 2gs 1 \ -- -- / "'}' r�1 I I \ _ _ 3:•.e•1 SH \ \ ,.a 1 11 1 355 r 1 1 \ `�_ 14"Aat3o,.4`� I I \ . `\ •`i"A 32ia� � �\\ \ GRAMAGE EA�6�IEN \ 1 \ \ qK • 329.99 \ ." \ \ \ I TREES 1 \ •2-ta"A 2"Zo \ \ ! / �• \ ASl� \ \ \ Q \, \ .� FEE N0. 80022919 \ \ I IIII 11 354.25 294.94 �3w 1 \ _ 4"ASHe \11 \� I r / I I I I \ `\ `\\ 3ar2-IrASH \ \� \ \ `\ •\\ \ \� \"\\ - t� I ,�1� 'TM 9D- 36.L'59--- F = FIR 0�� EIEC.VAUL • I / 8" • I I I I \ \ \ \ �2-12"d'\ \ \ ,g �.. CB 0 = OAK �y7d�` > I I I I 1 \ \ \ \ \ \ 170 \ \ \ 11,_, _ I I I I I I I I I \ \ \ \ `� \ \ \ I >•N° /J I III 111 v? - �RIgf�1- ---- RIM 353.10 A = ALDER E Y91 fi \\ \\ \\ ` 12"ASHfW2t 1 I I ! 1 I I I \ \ \ \ \322t�"F\\� _` \\ \ \\32991 \ \ \ /r rj 1 'rl I I I IN �34E.7 - H = H!,WTHORN ZD ^95.J2 i \ \ --�\ woo I i 1 3"JI_SHN 9"- 2"COI I /1,� 1 1 I ` `\ \\ \ `\ \\ \\ `\ 326.7•\ ` `\ \\ \ \\ \ 1 r 1 r I 1 1�I d0 _ ]et St Com_ - 361.96 " ASN ASH \ 10"CHe199,e // / _ I I II 9" 1 \I 1 1 1\ \\ \\ ` \ \\ \\ \\`. `\\` "0• •� \\ \\ \ \ \\ \334.1 I �� 'H' 49+6 AP APPLE RY ,.�- \0297., / r S 8 T 48 53 E 50' - - 43.25' W - WILLOW ay \ / / 9" 6"AfiH� I ! I 1 1 �1 1 \ \ \ \ \ ��` �\ > \ \ \ \\ \ \ \ \ \ 111 II I ' I f till I ;I'll III, �5O ? I 16'F 1 \ \ \_ \ \ \ \ 1 II I ILII 1111 II o. 1 I 1 \ \ \ .` 319.7• 4' _•37F ��� \\ \ 4't 6'00" 1 / 7 P = POPLAR RI � \ �0 I 11 1 1 1 I h"1 1"ASNJu e \ \ 344'1 23•F \ \ R - 2 \ ill I 1 1 PR PEAR r7 RIM 242.60 W) \ ' 1 + I 1 t t t7.D `\ \ '` `\ `\ . \ BB:23' \ \ I I IIII I!I IIII I I r� �.Oh i I \ I \ I' 316.1 \ Q� \ \ L - 21.50' I I I I G in, ! \. 1 I `\ �\ I\\ `� �\ \\ \\ \`\ \ \\ \`\ \319.4• `\ CB- 89 S8F3"W I I (I ! 1 1�• J.a a o` �+gae H' 49+81.68 P.C. •4'b • 7.e / l� I ¢ 2(f�is \\ 1 I \ ,\ \ \ \ \ \ \ \ \ \ \ 21 ` I I I I f 1 3 `ARG 29.aT a �° / I i \ CFNi � ` III IIII I �I _ / I ,A 34e.0 -`TC ` / \ \ \ \ \16'- Ol 331.SA ,I I I I I I r -1-1,347.42 aJ34j.;6 CONTOUR INTERVAL_ = 1' •299 I \ •304. \ T-p5"CH \ \\\ \ \\ \\ \\ •gAP\ \ yg ` I I II ! U / \ \ � \ \ 0-5.3-5"AP \ ., \ \ II II 1 -- -- 'H' 49+99.46 P.O.C.= ,1 •15"0 I \\ \\ \.\ \ ` - \\ I I I 1! 120 \C r \- ` • • \ \ \ \ ti�31LJ \\ \ 32].�\ \\ I I 111 11 ,` - b"C \ \ I!I IIII ! _ \ \ I I III 111 . 30 _ 'G' 53+39.79 P O.T, `t,P. b I `�\ 0. \ \ WCFN \ \ \ \ \ \ \ \ �\ \ \ \ Ik WV 0 �b ^ 4G \\0 u!0s \ \ \ \ \ \ \\ \ \ ti]u.o \ - � ONA'52"E `\ \ \\ `\ 329 \ \ \ Tj'' 111 1 IIII I 3'4seo-c- a4s5f 00 ,� * \ \ \ \ \ 0' 1•\ \ \ \ \ \ \ I 101.45 _- \ \ \ \ \ \ I I IIII I ! _ -T '345 *30L_ J �`'' \ \ \\ \ @303.2 \ \ ti 05'32'07"E \ `\ \ \ \\ \\ \ \ \ 11 \ � �,` \ \\ I I I I III r I r - 1m0.16' v \ \ \\ X0299.0 `�iQ \ C\� •1191 , \ \ \ \\ 30„ 22"0 `\ `\ _ 1 �I I I IIII IIII lit 1.a"¢ 34.50 c 34199 I 1 III ' 11�'� N 8755'07"1= -0_ • 0\ \ \ \ \ �- \ � _ 4b.37' ' 8.33' 291., \ \ ` \ o \ 3U'54- \\ \ \ \\ I IIII III I l \ I, T FIs \ 10' ,-•- --,,�.a 9y3263 \ II I II 111 r- 3�� C \ \\ \ � , _�� i-----t I I III 343.39 0 s/ f\ m z93 rc \ \ 'J \ \ -� t ti. 4 \ \ \ I I I I LII II j�` , 34ZrSP r r o r: GP �•t \ o \ �r s e's \ 11 a _� \53'� \ \ I i III I II I / I `-- SLOPE EASEMENT h/ \ \ b•b b. W-. � '-v- 0311.1 \ F \� \ I 111 ' II II I / e3 \ \ w�- \ 9r \ �° �� t `� l I I I l I 1.2.79 rc Oregon C'�00, I h ` \, i?4►� �, \ \ ,r� \ \ 1\ � �'� ='-J_i 3,3 `.\ ` 1 I I I I I I I I` / TC � FEE NO. 80022549 y \ I I I I I A l 342.19 0 7 State of Ore on .$ � 1 G c;~ ,y I � TOR � \ \ \ \ \ i \ \ oti I �� --- , 7J \ ,� I I I ----- � �' O c� ;�; 5,�� �� W ` \ �..��` \S X17 ►� - - _ _�*e/. i II 111 1;11 III - Department of Administrative Servlce� SANITARY SEWER EASEMENT -�_ rn I I. `� 'i I \ /• ;4' c \ \ \ _j�_'` i t"-T--- _��J�h 1 • ��. - \ \ � I I; I 1 7/ i` S 50'32'07' W b , t •N ��' , \ \ T-- 1 I ,P �, I I 1 4 341.30 0 i FEE NO. 88-52298 ��_ 1 1 3.50' N 119699 4 ;-��- \ °. 4D 1MIH ,y \ y •' `11111 -L1 - I - 310.07 �J FEE N0. 89-39837 \ s \197.37 j \ \ \\ \\ °\\ i�RIM30F.2 ` \I `�- a ,• III 1111 11 I �• 341.03 Tc`_ St0.73 a C I I I t I e S D I V I S I Q n SAN MH \ 0 I F• s� y 1 p5P\� \ �\ \ \ c 1225 F e r r St, SE EASEMENT TO PGE \\ m • \ J RIM 289.14 c, s. y \ �` � ice' \ \ 'b-'-1� IE 274.79 E. ; to POWER LINE;, POLES °rt _� 4y _�- • 9f}�___ e� 1 ap `IA\�i. /�� \ IE 274.69 S. 1n I 17"i AND ANCHORS \ Grp" CB -I ���? p�912 Salem, 0 R 97310-- 1561 IE 274.59 W. N i 56 \ \\ �,,, 11.38 0•.. II339.12 0 Z g I FEE N0. N0016364 \ /• \ I I -� /( \ \ \ 3J�s7-T!r h / � ,, v'10 I S 45.37'49"E I 4 `�'Sg-I I 4P� I _LP to I 21.13' G Jp \ P -*_ v Le J \ I 44 �i4.t1 y / \ee c i , I N 59 29'4O"wu1+0 \ \ \ 8 S 1210' -� r \\ \ A PERMANENT SLOPE =ASEMENT '`rte d. `.' '^ FEE NO. 85044009 `� S� .°►,\ o, +357.93' / �� 4 Y Ja\ C, J37.12 0 �� DMH R - 369.50'2" FEE N0. 87061373 ` c _ S 01'48'51'W 1T. 00.00' _1 3� c 141 2�8 `'. -- IE .07 12'PVC FH yam" �i 28 7.9"2 1 2" L = 266.47' CB= N 18.50'44"W �' I ISLAND C = 260.74' � �\� \ \\ 336.01 0 ` - T.Q.M. J?s i i ,e ` M• $1, \\ ti° 40 • `t %< INGRESS-EGRESS, UNDERGROUND UTILITY EASEMENT $. 0 TOP OF BOLT AT TOP CENTER FIRE 93 w ,�' \ \ c' Sz+oo SD MH G FEE NO. 88-52298 ,' \ 335 RIM 290 4) IE 2851,11' FEE N0. 89--39637 HYDRANT. ELEV. = 321 .82' SURVEYORS: `20. ,1. \\ ---- WEDDLE AND ASSOC., INC. uj CURVE DAA 1750 SW SKYLINE BLVD. PORTLAND, OR 97221 CURVE RADIUS LENGTH DELTA CHORD CH.BEARING (503) 292-8083 1 j' C-1 359.5:)' 42,04' 6'42'03" 42.02' S 36'09'18"E C-2 359,50' 419,05' 66'47'12" 395.73' S 00'35'19"W C-3 256.48' 11.03' 2'27'54" 11.03' S 32'44'58'W EXPIRES 6/30/97 C-4 46.95' 101,27' 123'35'54" 82.75' S 30'16'57"E C-5 268.73 20.01' 4'16'00" 20.01' S 89'56'53"E C--6 209.15' 166.55' 45'39'07" 162,27' N 73'26'36"E DATE LAST 2 4 6872_ PLOTTED: DATE: SCALE: I� = 3Q'-.0' DRAWN APPROVED: PROJECT flats& SITS STVEY SHEET NO: 1 -- s�ALE ,• • 114In SW,.,,,,.� .,, G1 ,0 SIT nr,nn;n 4 of r OF IF THIS NOTICE APPEARS('LEARER THAN THF. Q(z'� g 1998 DO('IINIENT,THE IXX'UMF.NT IS OF MARGINAL QUAIATY. MICROFILMED I�Ij1�llljll; IIIII�IIllljl I IjIjIjI�IjIII I Ijljljl�ijljljl Ijljlj!jljljl I IIII► !�Illjlll Ijlj!jllljljl�Ijljill�Ijlll ! Ijljljl�ljljl ! Ijljljl�ljllljl I illllll�ljlll IjIjlllll;ljl-I INCH McDtC IN Q11NN 5 i Illluu Inllull IufhlllUntltillrnllnn(Inllnu�i nnlnu nnh!nlnnlnn unllullinfhnl ul+Inn nnlllmm�hnllnnllnllll�iilnl�l nlllullcnll111IIIInInn nnlnnnnllnll nlllnlnnrllcl}nlln;l nulnn IIIIInnhnllllu nnhulllnljlnllnr.' f _., ,.. .n.. ..,. , .., . .. . .. _ P I 4 T Ati l SITE GRADING NOTES SITEGA t *\ EXISTING CONTOUR LINE EXIST dEh "i 2 �- �T 155 ig N CA TI'H BASIN SEE DI-4FNOTE NO � NEW CONTOUR UNE U • MANHOLE 00"00 BACKGROUND SURVEY BY WFDDLE AND ASSOC, INC SEGMENTAL BLOCK RETAINING WAIL PER DETAIL(C1�4 5 _ >� -(} -♦•- UTILITY POLE DATED MARCH 21, 1996 EXISTING SPOT ELEVATION FIRE HYDRANT SEE / -- ( SEGMENTAL BLOCK RETAINING WALL (BIDDER DESIGN) C1 TOP OF WALL ELEV TO APPROXIMATELY MATCH HIGHEST 154 5 M M METER 1 0 ADJACENT GRADE NEW SPOT ELEVATION ❑ S -- PROVIDE STAKE SEE SPEC'$ [V] 13v UTILITY VAULT REVISIONS: ft` 3 SLOPE DITCH TO FIELD INLET4 EL ELEVATION T T IRANSFOkMER AND PAL) ----- `2>,~ 44 CONCRETE RETAINING WALL PER DETAIL 4 I• FiC1 4 B M BENCH MARK ® ® VALVE BOX COVER ` E S •T ATE T. V MATCH EXISTING SIDEWALK ELEVATIONS WITH NEW WALK 0 C TOP OF CURB «o- -��- L!vHT POLE 1 B 0 C BOTTOM OF CURB -t- WALL MOUNTED LIGHT I M H MANHOLE gLlvCrt A�,�I1R,t. K < FIRE DEPARTMENT CONNEC TION C B CATCH BASIN T 0 W TOP OF WALL City vi TiygrV 9ru:,t C:u I • \ H P. HIGH POINT '0.169 10UnC rntSti l`!1. `I \ I O:.dlna ISoll1/tOi/S C lrl!�, •—�-,_ Tnfrttt. 'hoddle Tvj^yrn.r Curb olr.-.v. p S03trt a �:,�n ' ' - riltP% t r1 rk m,r,T: _ 'S17 C• �.0.W 317 0' • r pp ti i7J "y "ry �M IvC H DRAIN M1 ---,--w334 sn r in f,, J/ ` t .� ► cn� 3'3 4 p 4 9 �Z \ 335 4_ o ✓0 r .� / M TRENCH DRAIN #3 9 '�A \ ,i y �• %!la, RIM 305.5 _ �fi1� \ \ 6 4 J4 -10 N DRAIN III. go s 1 B r �,+� -S39 UU 1yo1 C� 302 s '\ �� '\ �� �• I x r • `,�-� 4 ,` 7 � H.P.0 N" s \ RIAA-304 e3 338 0 7.0 T. \ 33E 5 J f ..■ � 310 `� •, t � f .i 'S� 'r vi T.0 4 FH J►> �+. oy t 31 d.3 h �c 4 - S 8:0 337.5 r °1 — 318. O.W31 A 329. O /Y ` °c TOW. I, � \A �. �\ 129.0 J 105 321 0 TOW. o ,� 5 �\ FIELD INLET 3;0 J 318 8 iti ° \ 8 ^8 5 �',`!, jF RIM 338 8 r \ r I \ \ J 101 07 3' Jzp JAS `75 '��: 3 5 \ `✓s I �J / 320 60 320.40 �' 329 0 •.. �� � `r 326 00 \ CB 1 5 7 320 0 . 5 RIM 334.E - 1 3 � I 3 9 �- r 320.80 32Q 40 320 70 ti 328.75 S c 1 31\ 320 7 321 8 / \ \ t 1.1080 '� '\•� 21 3 `ter 32�i 50 \ CCS' 2t r� �-__ f� � 35.3 9 J�► \ 1122. 1 q H P. 335 320 1 0 H2 33 _ 334 5 �^ - - - � P �'' 334 - vy.s �1I7J 3218_ - pROP05Fp BUILnIn,r, s 2S D FLOOR ELEV. 322 00 `•" \\ JJJ \ FLOOR ELEV. 307.33 ou RIMS O OI 1�°`rJ� J?13 46 J J , 333 , , S g �r / D 1 321 2 I \ C E CB TRAP) .50100 3 7D J, RIM 2 s f71M ?53.1 RIM 10 m IE -4 6 °' �Lo �vJ ''" I f£ 348.7 / � I 26 5 r ,,,• . \ l � � n 3,t 0 \327..0 320.6\\ 0_0 0 CD -29899 � r^� CONCy CURB B /' \ ,JJ � 1f t Q f'iM '9 F0 297 \ \\\ 220 •5 r �y 29G U o0 B 5 3 9 C1.4 s `35 � � / --- 9 RIM 3U4.81,1' — 318 31 50316 -- jig RIM 1 ti J �I I �•,. . .-.. I i5'1 3195 300 50 1♦ If1� \ 320.05 a9 •y Y'P,Ssr }G / 318 5f J. �~ J ;�-1 -= , 32G � '2 oaK' 3 6 I \ J,) .._ 30 OAK >> FIEL INLET �� ---- \ PIM 31 LO \ WATER OUAUTY FAC!LIT I �� �`' ° ►� 1179 5 _ 319.01 S W 6J !�H PARKWAY - --.r --- _ RIM 311 .12 IE .307.27 i--f` 1 1. Uj38 f DATE LAFT PLOTTED. DATE: 5-20--96 SG MH 9.3 \ 1''- 20.0 SCALE: RIM 290.41 DRAMI: WTN IE 285 91 � � . aPPRO\ED KSN4 S 1 PROJFCT: 96045 I SITE GRADING PLAN _ SHCLT NO: SCALE 1' - 20'-0' 11410 SW 681n PkwyINFORMATION ON THIS DOCUMENT 15 NOT eL.MI, PLOT DATES ci 'i ��14/96 11:15 44 SIT 96-0028 APPROVED FOP CONSTRUCTION UNTIL A 18 96 14 25 9 5o18 y_ BUILDING PERMIT HAS BEEN - T+A^4'51,+1 DWG 5/19/96 12_4618 --- Of d IF TN15 NOTICE APPEARS C1,1FARER"f IIAN THF. OCT g 1998 IN)CI!MI?NT,THE DOCt,MENT IS OF MARGINAI,QUA1,1'.Y. ' N1i010FI MED a I�I111 jl!l I I!Ijljllljljl I'Ijllljl�ljljljl Ijljlji�l!ijl I Ijf!�jl�ijl!I I Ijiji!I�I!Ijitl I!I!tjl�lll!I I ijljl!IiI!Iji I I!Ijljl�llil;ll " Ijlllltjljljl Ijl'I�Ili�l�l, IIICN wIADE IN CNIIAl, �l II11unluulnll nnlnnh�nh!11!nnlnnlll!Iinn nnhm.l�nhnl nnlnnlnnlnn nnlnnlnnllnl nnhnl unhnllnnhnitnnluninnhnl,nn,umn,.Ilnllnnhlll nnllnl nnllln nuh111 n,,jnllltnlh,n nnlnn nhm unlnn nnllnttnnllnttut! � I r x .4 4tletr- SITE UTILITIES NOTES TECOM A EXISTING CONTOUR LINE EXLtL N W I9 0 CATCH BASIN -SEEC1 4 NEW CONTOUR LINE OO MANHOLE -- "SAN- N A ITARY r; -- - -- N"SAN -- EXISTING SANITAR( D14 F-0- -�- UTILITI POLE h'N"STS - NEW STORM SEWER T FIRE HYDRANT --SEE BACKGROUND SURVEY BY WEDDLE AND ASSUC, INC - - N'STS - EXISTING STORM SEWER Q L_J METER - � RFv�S!(.'.' H1 I DATED MARCH 21. 1996 -- E- NEW ELECTRICAL L'J Q UTILIT) VAULT I - E- EXISTING ELECTRICAL fTl (T� TRANSFORMEP AND PAD -� �^' - - .__ W- ►:EW WATER 'r' \T�' - ' �E�� -W- EXISTING WATER ",tet- LIGHT POLE TA TE 5 FW DOMESTIC WATER I � WALL MOUNTED LIGHT � -FW- 4,L FIRE WATER n .� FIRE DEPARTMENT CONNECTION D< vALVE EXISTWC SPOT ELEVATION G C:ARBAGE ENCLOSURE B 0 C BOTTOM OF CURB NEW SPOT ELEVATION B M BENCH MARK. ,__�`"'�•� - PROVIDE STAKE. SEE SPEC'S C.B. CATCH BASIN - _ _ C o CLEAN OUT ASPHALT PAVING El ELEVATION LE. INVERT ELEVATION LANDSCAPED AREA 000� CONTROL DIMENSION M.H. -_ MAN H01 E 7.0 C. TOP OF CURB c o ANNN _ L2� 6'STS TR CH DRAIN /1 TRENCH DRAIN N3�� / 2 IM IRE. 3320 \ ✓ ffilM 305 S5 15 /c :. r.E 30 Y � C1 4 TRENCH DF'AIN X121S RIM 31 8 C1� \ \ \ O 1 E 311 8 7 \ \ �r I L _ � nl \ ' o ���� I 9 \ \\ 2 \� \ I x� � FH FIELD INLET 13 0 �" IM 338 8 C1 4 QDI \ \ IC 333 0 GAS METER 2 \ 7 I 6" STS CONNECTION RIM 4.5 I TO FOUNDATION I.E. 3325 DRAIN 4) - /, 5 \ t c � .°° s .S� I c \ \` PROPQ BUI I - I'r-1SED Ln N� 2NU FLOOR ELEV.V. 322.00 I CB 4 IST FLOOR ELEV. 307.33 ' I RIM 2 .0 3 I.E. 318.0 � " )c D CO 2 I 339.70 IE ! � / ~ v ! RIM 325 5 �/ I ^B cn did w'p 3 I 2 I E 323.5 /� �, I I C.O I_.B RIM 353 10 I CB TRAP) I �J I I RIM 353.1 �91 6 I �. .� o U I E 3 4 E .� 8.7 ci) C.C) CD -,IF 2d3.0 /FE i5'I8 Jc E I \ Flo CP04. �' 5 l 8 I ` RIM X04.8\ Y \ �I a v� , C.O. �, tE 302.8 \ '^ t 4 ► Io� \\CUT EXISTING PIPE AND SIM �� t�C � � \ I CONNF_CT NEW 12 FTS. C)IE 2930 I `IJ CB 3 � - - c r ` // �w APPP':X EE 34'10 0 C O I LE 3C 1 E316 0 IF 317100 FIELD INLET `�� 7 WATER DUALITY 11 294 6 / jGU FL W 0 VIC C-4 6" STS CONNECTION-7 318 0 13 `�`- / TO FOUNDATION / IE 316.0 ,! / / P 3 DRAIN 4 6"STS C1 4_ .�. e`' i O s \��`aZT210D +e- .�_._.a�. 6 STS - - C.O. I / ♦ 6'S'S S�0 0590 S-1M90 -- II Ls-T5- _ST _ r „ % C.O. 7=0 0980 - -_ _T_ _ �' / n .0, % 48"OAK I N ' f. - _ �lI. 322.17 l/y J / "F a 0� F"'�PAtrKFLGW D /01% EVICE FOR IRRIGAMON 'I CB r - - `'` " y-=%' .,W W 6tj0UBLE CHECK VALVE I 10.31 4. 0 14 ^ - -'�"'=""'"� -- : �' 30"OAk 2 2 10AK 1-i / J r"T' -"1.� __ _T­ CYSTS .� 1 t/ i 0 _ IF 4-1 ` l / E rERV�E VA,1LT O. s 12"S T5_ / I !\ IE 292 0 ��� E IN 311 28 - IE 319.15 -T-0 0500 C0 S W 6,8t III PARKWAY tE 3.`5 IE 324 3 crih IE 307.27CB _ i RIM 311 .38 r SAN ►4H � ,,,/' `�'� �� � I I I.E. IN 274.75 I E OUT ,74 55 (71 Cl I ( DATE L-AST >` Z T \ P LUTED: IO E 287 -.1 KEY NOTES: // 9J SCALE: 1"=20.0' SD MIMI �:'' F C1• ` U PLACE (1) c.y. MIN. CLASS 100 RIP RAP AT OUTFAU../ DRAWN: �� RIM 290.41 O2 ALL IRRIGATION SLEEVES TO BE 4" CONDUIT UNLESS OTHERWISE NOTED. � TA . IE 285-91 � I } CONNECT 4' BUILDING SEWER LINE TO EXISTING 8" STUB, INSTALL 4x8 REDUCER -� APPR©VF D: KSM 4 PROVIDE 6" BACKWATER VALVE FOR FOUNDATION DRAIN LINES. 1 SITE UTILITY PLAN - pRO,IEC': 96045 CONSTRUCT EXTRUDED CONCRETE CURB, SEE - 01.4 _ I SCALE 1" ' 20'-0' 6) REMOVE PLUG IN EXISTING 12"STS, CONNECT NEW 8" STS �. SHEET NC. I 7 ALL ELECTRICAL SLEEVES TO BE 2" CONDUIT U.O N (` 4" DIA. PERF PIPE WITH FILTER SOC TYP. BEHIND SEGEMTAL BLOCK WALLS VLMK ►I.OT CATE_S I O9 CONCRETE SILEWALK/CURB -SEE C1 5/5/96 11 20.30 Cl 2 ` _ 18 INFORMATION _-N THIS DOC,UMFNT IS NOT 5/14/96 11:6 34 4O n CONSTRUCT CAST-IN-SLA^_E 170!.;RETE CURB, SEE C1 APPROVED FOP CONSTRUCTION UNTIL A 5/18/4G 11 27 ` BUILDING PERMIT HAS BEEN ISSUED 9604501 2 5/19;'96 12:49.59 of �,qN,y - _ 'Jf 9r;on r;,dq IF THIS NOTI('E APPEARS('I,FARF"R THAN THE OCT 8 1998 U(l('UMENT,THF.11(K-UMENTIS(If"ARGINALQUALITY. MI(,IzoFILMED I�I�I�I�IIi�I IIII!II�I�I�I i I�I�I�I�I�I�I�I'lllll�l�l�l�lll I�i�l�lil�l�l I I�I�fil�lll�l I I�i�ill�lll�l I Illlill�lll�l ! i�l�l�l�l�iil I I�I�III�I�IIIII I i�l�l�l�lll�l Ill�i�lllll�ll �,�INCN MAO[111 CH00A IIIInnhlnllill ►Inlnllln�linl!!I!nlnnhnllnn�Inlln�iminn.nnllnllnnlnnlnnlnnllTTullm uul►m uninnhmhn!Innlnnllnllnninullnllnnllnnnnlnn nnllln n1lhl!ilmllnn unhnt Inlhm nnLm!IIIIIIIilllllllllllllllllllll1111�111Iht1:. �I i .' >_ ... tf:-. :,.®S:,... ;:- di>1X8Y�3:t:4,'�.i.Aki•i'.r.'Ni' 'a'. sw&ti�H�;Y�b' e;<ner„ w-_ r ..... ^r TF ERQSiUN QQNTRQL_,NQTE,5 SITEGA `+�I�t•� EXIIS11NG CONTOUR LINE ■ CATCH BASIN ✓,�` zl �� .4�. NEW CONTOUR LINE MANHOLE j d''F ^a�• ( J b E K UTILITY POLE �,p �� I , EXIS'nNG SPOT VLEVATION FIRE HYDRANT G"---- 47 ■ �T r 5s a :` ' n RfvISIONS;�� � NEW SPOT ELEVATION ❑ lrJ METER h 1 RUVIDE STAKE SEE SPEC'S ❑ 0 UTILI I I VAULT -` EL ELEVATION ❑ ❑ TRANSFORMER AND PAD B,M. BENCH MARK VALVE BOX COVER T+LC TOP Of CURB o LIGHT POLE B U.0 KTTQM OF CURB WALL MOUNTED LIGHT M H. MANHOLE I B CATCH NASIN FIRE DEPARTMENT CONNECTION � - .t• . )_ J 1 1� ”•;� - --.. _ z'-:�--_,-mac - - ----- r.. ry ry N ry Q x M ^) ti 10 A c \ (c ` --,--,—INLET INLET BARRIER (TYP.) C1.4 im GRAVEL CONSTRUCTION \\� . I xp ENTRANCE9 C 1.4 J, , � � �\6 �, \`\ 5,51 p•' 07 k' \ 1306 JAS: A- `6 dao 1 �\ ' INLET BARRIER (TYP.) C1.4 w 30)\E AI46 T JJ Jd J20 s J 326 JJ, INLET BARRIER (TIP.) 4 �Y _. - r .. � , ' �h .•`. ' ,:v �3_ E Io S� 29e (Cl 4 SEDIMENT FENCE 10 -r ~ �� t : a • s `r Itto 333 \,1 .339.70 IE \ --------------- �� CB RIM 353.10 CB TRAP) RIM 353.11 IE 291.6 1 SZO ` 332 I IE 348.7 _ . � • 1. � J0,302 }00 1. RIM 292.60 29)296 321 (� / P., ,� 295 11 0 + t \\ 317318 c \� ' -.--- j15 316 \ �r 'ys�9 � �s 300 3 305 �� 3 9� ,gg 3p1 302 04 303 0 48"OAK i _2�6 `299 SD C a 6 RIM 314, 0 .. ?� `�dJ "' -- :rte=- 326 2.^"OAK �pa 3,14 �._ \325 ®30"OAK 5G2 �C,S LL ® - -- --- —-- 71 \ 99S 296 'fr_ - . •- w ---,_� wiiiiiiiijlii ,``` wv SEDIMENT FENCE Ci0 - - -_- S W E th PARKWAY RIM 311.12 IE 307.2 „ -- B \ - --_ % i LIM 1 1 .38 INS -- CL DATE LAST PLCTTED: SG MH La RIM 290.4 Q'� _�_� DATE: 5-20-96 t IE 285, 1 EROSION CONTROL PLAN �_ 5CAt-� .�_20.0. -- DRAWN VuT'd! ' FOR EROSION CONTROL NOTES - SEE SHEET C-4. ` APPROvrD K SM 4Q i PROJFC-: 96045 rG 1h SHEET VLMK PLOT DATES INFORMA110N ON THIS DOCUMENT IS NOT 5/5/96 11 2517 C1 ,3 5/14 j 96 11:11 59 11110 SW setn pkwy APPPO'JFD FOP CONSTRUCTION UNTIL A 5%16/96 14 301 SIT 96-002e _ _- ---��_.� _ - --- - __-- - - ----_--_-- ------__T__ _. ----- _ BUILDING PERMIT HAS BEEN ISSUED 96045C-3 5/19/96 12:5238 of T of e - --- IF THIS NOTICE APPEARS CLEARER THAN THE ou 81998 I)OC'UMENT,THE DOCOMF.NT IS OF N_'%RGINAI.QUALITY. 1111('ROFILn1ED • 11jl�ljlllllllllli!!�I�IlI�I ! I�Iji�l�l�l�l ! II:;I�I�l�I�Ili I�I!l�ijl�ill � I�(lrljlil�l ! I!!�!,I�I!!�I ! I�IlilIIlllll ! I�I�I�I�Ijljl I I�I�IlI(i�lilll I ilI�I�I�Ijl�l Ijl�Ijl�ljljll. DINON MAO[0 CHINA I,, , l nnllin Iinhnrinnlnnlrrrtlntr nl+hrrr unlunhnllrnitlnlluntnnlnnhnrhnllultluntnlllnn nnll+n nnlnninnhst tttthtn nnlll!1 mthm!ttrltm thrinn nnhmhnllrnln,I� i c . � s ?.a 91o9 9Z00-9611S a AM4d4i99MS01►li cy i - -- - - ,FENCE OR GRUARDRAIIv�G �( 1 1 / AS OCCURS - SEL ARCH �� 41" ��- WALL MUST PROJECT ABOVE SOIL Th".TN , 30000 PSI. GRAY IRON, LANDSCAPE AREA NFiEfLS10P SEE SITE PLAN ON HIGH SIDE - SEE PLAN F'Ok E HEAVY DUTY CAST IRON GRATE NEW TOPSOIL AND CURB SECTION\ TOP OF WALL ELEVATIONS �_._._----MOUND CONCRETE 18"1 LANDSCAPE SOIL - ON TOP OF PIPE OM190/ 5'-0' U NO OVER DRANAGE ZONE �•. �/ 6'-0" • 3/4' CHAMFER I vI q �� .4/ RIM ELEVATION SLOPE 1/4' PER FOOT (MAX)_ EDGTOOLE 6" EXTRUDED CONCRETE WHECLSTOP SET _- __ _ _____ �_- - _ y�8 E A+l`� SEE PLAN - EDGE _ _ =� , IN EPDXY SEE SITE PLAN FOR LOCATION RETAINING WALL SCHEDULE ___ Ct�P -6" DIAMETER STANDARD PIPE. L • • r \ MAX 'H b' B' C A' BARS B C' BARS- kEY DEPTH KEY REINF o FILLED WITH CONCRETE F VISiOr�S 1 _- B ARS -- R TBY: __I_.: y�li`I e • « .,._..� -� w SI IE DIMENSION 11'-0" 5'-6"- 24 B 5012" O.C. 5012" O.C. 4 -- 1 2'-6" 4012" U.C. v NOTE: fVOl •�. — ., SEE PLAN S'-0" 4'-0"- 16 8" 5012" O.C. 5012" O.C. _(3)-#4 2'--6" 012 O.C- TREAT PIPE WITH ZINC OXIDE f • - -F - --'+ " OC PRIMER BEFORE PLACEMENT IPE INVERT l A' BARS VERT --- 7'-U" 3-6" 12' 6 x012` G.C. 4012" O C. 2 - 4 2'-0" 40r� ^Y 1'-6" ( ) __ PAINT EXPOSED PORTION _)F PIPE 1D _ SEE PLAN \ \ \ ' °' `- -- 5'-0" -0" 12" 6" 4012" O.C. 4012" O.0 2 • 4 `J 9 •�1 tO � J WITH "SAFETY IELLOW ENAMEL PAINT I B' BARS (HGRIZ) ? N � � � y?• 4" OF COMPACTED � � _-- l � • I � •C, --- CQl1SHE'.) ROCk BASE C� • DESIGN ilEIGHT FOR WALL (MAX. 'H') SHOULD BE THE LESSER OIL TRAP WITH 4" / \ FILTER FABRIC -- \- -- - -- CIL TRA T PLUG COMPACTED SUBGRADE 6' ` ;�. 1 1/2" CL I x OF 'H1' OR 'H2' t 2'-6" USE THIS HEIGHT TO ENTER THE RETAINING WALL - �.��• DRAIN ROCK SCHEDULE AND DETERMINE THE FOOTING SIZE, WALL REINF ETC I ' - -- '•yPHALTIC PA\IPG AND BASE ROCK ��• •• - --- - - -------- FILI AROUND PIPE WITH CONCRETE -� NOTES —2 4" SEE SITE PLAN FOR DEPTH _ F ! ;.� MOUh:1 CONCRETE AT GRADE TO DRAIN � I WATER AWA1 FROM BASE OF PIPE A- CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL. ASPHALTL: PAVINi AND BA�l. ROCK MATH ALL JOINTS WELDED CAT(,H BASIN CAN BE ROUND OR SQUARE NOTES 1 SLOPE ALL WALKS 1/4" PER FOOT AWAY FROM BUILUING(S) U N.O. SEE ';ITE FLAN I � • .�^" 8- CALK PIPE TO CALKING HU3. ,TALKS APART FROM BUII_DING(S) SLOPE TO ONE SIDE 6" If 3/4 xt 1/2" CONT K Y C- SET CATCH BASIN ON 6" THP.n COMPACTED CRUSHED PROVIDE NEATLY TOOLED CONTROL JOINTS AT 5'-0' ON CENTER. MIN MIN ( C' BARS ROCK OR SAND BASE - 6" HIGH EXTRUDED CONCRETE CURB D- BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK 5 PROVIDE EXPANSION JOINTS AT 30--0" ON CENTER SCT IN EPDXY PROVIDE JOINTS AT E- DRILL (3) 1" DIA HOLES IN TOP OF BASIN EACH Slr'; AND AT WALK INTERSECTIONS. \ O t 20'-0" ON CENTER MAXIMUM " F- USE TABLE FOR "D' UNLESS INvtK1 IS 4PECIFIEC ON UTILITY PLAN t�� 4"0 PERFORATtOI I• --KEY REINFORCING WHERE z 1 STANDARD CATCH BASIN 2 SIDEWALK SECTION CURB SECTION I'IP.AIN LINE 0, REQUIRED 5 TYPICAL BOLLARD z cc xcc S:CIV92-19 1 2 - V-0 1 S:SIrE1 1 1 -0 _____� S slrE'-- T o ---- - ------ I 5 SITEBOL 1,2 1 . a c, , ,._6. 4 RETAINING WALL �,c �'-- 9'0551\S2-14 1/2 1 -0 DETENTION POND 37` -!I�_ OVERFLOW SURFACE ELEV. 295.6 - ELEV. 295.6 x� i \ ANGLE BOTH ENDS OF FILTER FABRIC - =ca FIRE HYDRANT J �i FENCE TO ASoURE SOIL 15 TRAPPED �` WATER OUAUTY u06 RUNOFF WATEk WITH SEDIMENT ��� POND SURFACE ELEV.=295.2 I 6HAVEL (12" MIN. DEPTH) STANDARD FIELD - - , 0. CUR' C_ 1B" MIN INLET' AND GRATE 171 11711 TYPICAL T I �; o.n r.�VSii�j.4 9� eJdp•o .� e 1/2" BOLT 11 O FINISHED GRADE \ , eR o� o (STAINLESS I ${Po 'r e F ;, eryse •8 "'a Yl , INTEpLOCKED 2' x 2" POSTS STEEL) 4" AGS I` _T •°' ? AND ATTACH a" ABS I l/ ) - TO VIEW IN CLEANOUT � POND BOTTOM f e III B" PIPE ELEV.=2'13.0 I w CONC. THRUST _VALVE BOX SEDIMENT ' FA1 RIC ON WITH FILTER FII EER FABRIC. MATERIAL Q OCK REQUIRED LOCATE AT EACH HANDICAP ACCESS ENTRY I l B 0.5" ORFICE ARING AREA SOFT (2) 3/4' THRUST R00 •+-' 8' STORM SEWER OUT - - I- a AND/OR AT HANDICAP PARKING SPACE I 31' WIDE RULES I _ _ •, INDICATED AS ( HC ) ON SITE PLAN a FILTERED MAY BE Sl1BST1TU TED CONE THRUST BLOCK - C; INLET BARRIER WAR _ x FOR THRUST BLOCKS 2 " w r ( ------ � � S:CtV92-2� 1�.. = 1'-0' - - - - , 1/2 C.U. YD. UR • `6" CIP ��� -- i i i i _ 3/4„ DRAIN ROCK 7 HANDICAP ACCESS SYMBOL 30 1" PEEPHOLE �- I W e no F _ I ' 1 DET-.2 NTS. �� / 7 /- / 7 /, /,, /�. /� /. 7 /�✓✓,\ /,\ /� E 292.0 - -- o ` o ;�p a pWN I I I 5.6" Z) V Qun om• J`� /� LC�cS Q l� SJ, +� 6' MAXIMUM SPACING _i; ! , G ORIFICE 8 VARIES /\� /�GQ fcp r re$ \ M�ti FF�UNT VIEW j �I `I MAIN LINE TEE i �lM a0 o a��,p 1� 6" SIDE OUTLET �/ �IvS'QP ac p•y$d'o ., \ l2'-0" CONE (LOCK FLANGED pP to L" Br ?" FIR OR PINE POSTS, MIN 4 CUBIC FEET CRUSHED ROCK \6' FL. X M J i' o $Ao o`. �9 � STANDARD OR BETTER OR 3-0 AROUND BASE FOR DRAINAGE GATE VALVE O1 Q$dPa 01,E$ ° - ' v o °•e$� �•e$do •• % EQUAL ALTERNATE: STEEL ARMCO MODEL 160 CLEANOUT 3 c�dPo nro yq FENCE POSTS GATE TO BE MADE WATER TIGHT ��� •o` �°o P9�d� �' rI IN PLACE W/MASTIC 6 FIRE HYDRANT DETAIL -� •`$08��� STITCHED LOOPS TO BE- _ _ USE STITCHED LOOPS VVA I LK UUALI 1 T RADIUS 2S' MIN. r INSTALLED ON UPHILL I OVER 2" X 2" POSTS 1 S CIV92-25 FULL SCALE t SIDE OF SLOPE 'O I OUTFLOW DEVICE CLEAN PIT RUN OR 8" MIN. \\� FILTER FABRIC c4 EROSION CONTROL PLAN — STANDARD NOTES S:EROSNTS C4-11 N.TS I ? 2"-MINUS GRAVEL DEPTH } MATERIA-- I j B SUBGRADE REINFORCEMENT BUR, BOTTOM OF �� RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS OEO1E%TILE, AS REQUIRED PROVIDE FULL WIDTH OF FILTER MATERIAL �/ (FROM TECHNICAL GUIDANCE HANDBOOK, REVISED FEB. 1994) (- - INGRESS/EGRESS AREA IN P" B) 6" TRENCH A I A C )MPACT ALt. AREAS OF j\ \ A. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES y , ---A.C. PAVING NOT CONSTITUTE AN APPROVAL OF PERMANEN f ROAD OR DRAINAGE I ILTFR FABRIC TRENCH /• / DESIGN (E.G., SIZE AND LOCATION OF POADS, PIPES, RESTRICTORS, _--ACO SERIES 170 CHANNEL T` r 8" I CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) PRECAST TRENLH DRAIN i DITCH �� SIDE VIEW WAJ MIN - r J Ll L C Vv B. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CON�TRIJCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC GRAVEL ENTRANCE 10 SEDIMUIT FENCE FACILITIES ALS ICONSTRUCTIONS THE SSiCOMP:£TEDLITY OF EANDPAPPROVEDLICAN NANDCTOR i - I NOTES. S:CIV92-23 1 = 30-0" S:CIV92-24 1/2 '1 -0 v;GETATlONAANOSCAPING IS ESTABLISHED. 1 CONCRETE SHALL ATTAIN A MINIMUM t COMPRESSIVE STRENGTH Cr 3000 P 5.1 C. 74E BIKING'.";ZS OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL � P� IN 28 DAPS 1 BE CLEARL" FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE Z 1/2" _ _ _ FLAGGED CLEARING LIMITS SHALL BE PERMITTED. 'THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE I -- -------- 1 TO 50 MAX SLOPE & DURATION OF CONSTRUCTION. CROSS SLOPE IN AC i� p PAVING IN ACCESSIBLE D, THE ESC FACILITIES .SHOWN ON TM15 PLAN MUST BE CONSTRUCTED IN \\ 30' I I I PARKING STALLS. CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVIT.LS, AND IN --CATCH BASIN FE.'ONU I \��•� I I °i SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN SEE PLAN FOR INVERT `�� DITCH �- ELE`/ATION 4 WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR v70Le.TE APPLICABLE WATER STANDARDS. I =OUTLET PIPE 15 o E. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MOCMUM 6` 0.i REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE " CONSTRUCTION PERIOD THESE ESC FACILITIES SHALL BE UPGRADED AS I - FINISHED GRADE i I m ; ; I -: . .- —' "— AG PAVING NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE ThIAT SEDIMENT I j ' - AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. -- - - -- c I ? L- D" - — — -- ADAAG APPROVED 6" N / ' i 74. i ; • x� DETECTABLE WARNING N SLC'PE CONCRETE I' THE FSC FACILITIES SHALL BE INSPECTED DAILY BY THE NMAX t o SURFACE � SIDEWALK APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE ro -t — I ( I THEIR CONTINUED FUNCTIONING. — I � �� C _ " J III={ I I- ,��_ COMPACTED FILL G. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND 4 MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURSI- - I FOLLOWING A STORM EVENT. iO �_ - - Y • 6- 2'-0" [.-1 2'-3 3/8" I 4J H. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO �- "-- A.C. PAVING 15 I >c ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND � C1.4 ,- CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA'v1NG. 4� 3'-0" 3'-3 3/8` I m < i io E THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN "� _ --- BASE COURSE \ I SUB BASE WATER INTO THE DOVISTREAM SYSTEM SECTION A—A ELEVATION —B /� - -- 12X18 HANDICAP SIGN 6( y I. STJT ILIZEl1 CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE --- I �-- WITH INTERNATIONAL BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURAT`,0tI OF 12 TRENCH DRAIN DETAIL —� SYMBOL of ACCESS I-- o � 5 TOP k BOTTOM THE PROJECT, ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE I I i-- I I-•-I I I C4-12 1 1/.' 1'-0" I CENTER 3' TO 5' THAT ALL PAVEC AREAS ARE KEPT CLEAN FOR THE DURATION OF THE (�=6rn ABOVE GRADE AT PROJECT. 1 3 FIELD INLET THE HED PARK EACH I I� - I PERS-15 1;L" = t'-0" L. ' -.-- SPACE E_.__ "I -- -- -- - `- BASE COURSE STANDARD NOTES I OR SEDIMENT FENCES' THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENG'H OF THE BARRIER TO AVOID USE OF JOINTS. WHEN - CONC. WHEEL BUMPER JOINTS ARE: NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND W BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" x 2" POSTS AND ATTACH AS SHOWN ON DETAIL SHEET 3--2 2. THE FILTER FABRIC rENCE SHALL BE INSTALLED TO FOLLOW T14E CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL 8E, SPACED A MAXIMUM OF 6 FEET APA41 AND DRIVEN SECURELY INTO THE GROUND A ' 1 4 ACCESSIBLE PARKING SPACES MINIMUM OF 24 INCHES. — _ CONCRETE CURB AT ACCESSIBLE RAMPS :1. THE FILLER FABRIC SHALL HAA A MINIMUM VERTICAL BURIAL OF 6 I � CONCRETE CURB - I VJ tj' _ 1 -0" DET-4 1 1, 1 0" _ , INCHES MLI. F><CAbATED MATERIAL FR;M FILTER FABRIC FENCE DET-} 1 1/�' = 1'-G" INSTALLAr,ON SHALL BE RACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED AREA. EXTRUDED CURB -� 4. STANDARD OR HEAVY DUTY' Fr-TER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2" X 2" POST INSTALLATION W STITCHED LOOPS SHALL BE INSTALLED ON THE UP HIL',. SIDE OF THE • SLOPED AREA. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL. PURPOSE, BUT NOT 9EFCRE THE UPSLOPE t,lEA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. PROPOSED 2 �� /%'\� / 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY SLOPE 1 /\`\/\\�\�j\\ APPLICANT/CONTRACTOR, IMMEDIATELY AFTER EACH RAINFALL AND AT ��f�� LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS KEYSTONE X r�% % SHALL BE MADE IMMEDIATELY. PATE LAST NLCITTED. pnTF: 5-20- Q6 EX. � a" DIA PERF. PIPE W/ FILTER SALE: AS HOTEL CURB // 50Ck CENTERLINE OF DITCH 2'-0" '2'-8" 3'-D" JJT W DRAWN: 2t'-0' -- -- — APPROVED K STA PROJECT: 96045 SI,F I T NO: 1 / SEGMENTAL_ BLOCK RETAINING WALL -" - OF T-5 1 i4" 1'- )" VLMK PLOT DATES F Ice 51 5/,x/336 10:5.38 C194 INFORMATION ON THIS DOCUMENT IS NOT APFP^','ED FOR CONSTRUCTION ' ATIL A BUILDING PERMIT HAS BEEN ISSUED. 96045C-4 5�i9/96 14 6 13:003 OF �I. IF THIS NOTICE APPEARS CLEARER THAN TIRE IJCT 8 1998 LXX-II THE 11KX 11MF.NT IS OF MARGINAL.QIUALITIf. NIICROFIL,MI.I) IIIIIII1111111 11111E1111111 1 111111111i111 1 11111111111EIf 1111111iI11111 1111I��i�if111 i If II111111111 1111111111111 I I>)11111l111j1 If if If/1111111 'i1111�11l1l�) IIIII�I�I�i�lj INCH M M M VI Inlnn nllllinlnulnnlnrhulhudnn Illllnn nllhnl nninll nnllln nnhln nnhmhm3 inn mdu nnlnlllnnlnn nnhul nnhsn nnlmm�ulin nfusl nnhnl usshminillnn unims nlhlss nnhnl nslnn nnhnl unhnl nnhlu nn - WYI��i �II�Y7i�iW �y ---