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HomeMy WebLinkAboutA002 - Plans of Proposed Improvement received September 30, 2019 PLANS OF PROPOSED IMPROVEMENTS FOR o HEEf"E' PHI KAPPA THETA B3 � G SEP302O19 s � PARKING LOT IMPROVEMENTS DEPTlOF PLANNING AMES, o LOCATION MAP (tNO.,,, NOT TO SCALE THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECFICATIONS FOR HIGHWAY AND BRIDGE CONSTRU _ r AMES, IOWA 2D19IPLUS GENERALSUPPLEMENTAL 5 E IF SPECIFI DEVELS CAND ALEw APPLICABLE SUPPL ES '7I' ._._• �� r $ C, _ SPECIFICATIONS,AND SPECIAL PROVISIONS,SHALL APPLY TO • '} ..�s�: r 1 �, CONSTRUCTION ON THIS PROJECT. 4 "-_ �-^•!��-... 'I PROJECT LOCATION7. aI 5.:5 - INDEX OF SHEETS PLAN DATA: r „y r ,. i; r ^� u•,•• + \7,. ,.:-..... ;.;..,, ,ti:-.} OWNER AMES PHI KAPPA BUILDING COMANY No. Descriptran PO BOX 393 AMES,IOWA 50010 ERIC VAN GORP G1.0 COVER SHEET ---------- - --' ^' x ry ,���,,. PREPARED BY I OHN G.WASHINGTON,P.E, i ��_.........�r a D LEGEND Y ] 'k C• f M„a , .•, ' Y dW,t / • GENERAL NOTES AN FOX ENGINEERING G3.0-G3.1 TYPICAL DETAILS 414 S 17TH STREET SUITE 107 J t " CIA EXISTING CONDITIONS&REMOVALSPH(515]233-0000 '�a '�• I ]k ) € SITE ADDRESS 2110 LINCOLN WAY&217 BEACH AYE. I I __ ( ; y {4 t„ x C2.i OVERALL SITE LAYOUT AND DIMENSION PLAN AMES,IA 50014 C3.1 SITE GRADING PLAN ZONING RH,E.UNIVERSITY IMPACTED OVERLAY DIST. EI �r 30� C4.1 LANDSCAPE PLAN �N� •��'/7!` i. w _ LEGAL DESCRIPTION r` .CO. v o0 PRO7E[T DISTURBED AREA SUMMARY PRD➢ECT AREA(EXCLUDING ROW)= Ia,730 SF U7$N N IMPERVIOUS AREA REMOVED(EXCLUDING ROW)= 12,got SF o -R� IMPERVIOUS AREA REPLACED(EXCLUDING ROW)=12,978 SF y v ti ti INCREASE IN IMPERVIOUS AREA(EXCLUDING ROW)0 72 SF Q `'w,�-,,�•, .+ Iocuux ICwtr Kdewo r+ P„Pal n ,Pll!,KI CL Q W DATE OF PREPARATION: AUGUST 21,2019 e n o REVISED: SEE LAST UPDATE IN TITLE BLOCK c a LL �MOSun Ci Y h- — rn� _ U o a I I I-3 p IA-27 0 Wo,_rlo, i GlCuque�. _T -38(� oP { � —-�:'w,.er`o '7"umm i »"'�'xi`• i enaax r cs'"�;criao, o -29 II �w ® Cedar 4) E$ orRiftownI F<o z r �r k nm i I I � - � 1' 0 S / S Maine cit i r a ancrt Cites ` 81s frs a -• -L�;e- rlir, ton i... _-.�_w:rv""�rc-�e`•,:u_."Teux�j� a e O ENGINEER: FOX ENGINEERING =_� n 414 SOUTH 17TH STREET, SUITE 107 ¢ sP Kati �; g OWAw AMES,IOWA 50010 >�9 f Q a Q PHONE: (515) 233-0000 LJaz H W Y FAX: (515)233-0103 a I hereby certify that this anderne ring d tcument o r P P Y Y Personal n o 1-800-292-8989 I aupervisl0n and that I nd a duly licensed \�€UFESSIIrq�rT4� Profeselonal Engines under the laws of the p O,y Sta a 0f Iowa. r OQ�+ .......9�'.www.towaonecD .cam c FOX �H .JOHN G. o =v$i:WASHINGTON t2; 18872 G. WA GTO P.E. DATE a SITE NOTE, ?J t: ��? License nu or 18872 PRO]ELT NO. GENERAL NOTE:ALL UTILITIES ARE ONLY GENERALLY LOCATED. engineering ALL CONSTRUCTION MATERIALS, DUMPSTERS, DETACHED �4i * * 9 My Ilcense renewal date Is December 31, 2019. 5475-19R m COMITIES THAT RESPONSIBLE FORWITH AND EXPOSING ALL TRAILERS OR SIMILAR ITEMS ARE PROHIRITED ON PUBLIC r�qi to' SHEer rowA O UTILITIES THAT E INS.INTERFERE w7TH CONSTRUCTION BEFORE STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. ff111111Hv Pages or sheets covered by this sent: CONSTRUCTION HE INS. ALL SHFET IN INDEX THIS SHEET .Q CONSTRUCTION NOTES A $ $ e N A. SITEACCESS CIVIL LEGEND Site access shall be at the existing driveway connection at Lincoln Way or from the east at the connection to Beach Avenue. UNEWORK m m EXISTING PROPOSED d o z o The Contractor shall coordinate the storage of equipment,materials,and parking with the Owner and Engineer. ///////'0 BUILDING o Any debdr4mudlete.on any public street caused by construction shall be cleaned up by the Contractor or the expense of cleaning the street shall be deducted from the Contractor's pay request. CONCRETE PAYING B. SAFETY REQUIREMENTS " ' - � ] ASPHALT PAVING The Contractor shall be solely and exclusively responsible for providing temporary ladders,guard Fails,shoring,bracing,dewatering(If required),wamin si signs,night lights,and other safeguards desirable or required,and shall comply with all Federal,State and Municipal ; r, .�cr S7 s SIDEWALK = 9 9 9 9 9 Q P Y P J � Safety Requirements. The Contractor shall be solely and exclusively responsible for the design,construction,inspection and continual maintenance of such facilities at all times. The Contractor shall be responsible for protecting the work and stored materials until completion - - - — —-- --— PROPERTY LINE and acceptance of the work by the Owner. It shall be the sole and exclusive responsibility of the Contractor to provide a safe place to work - — -- EASEMENT for all laborers and mechanics and other persons employed on or In connection with the project,and nothing In these Contract Documents • ••• ••••• ••• ••• •• • • BUILDING SETBACK LINE shall be construed to give any Of such responsibility to the Owner or the Engineer. x x x -- x x x FENCE-BARBED WIRE O O FENCE-CHAIN LINK C. CONSTRUCTION STAKING ❑ ❑ ❑ FENCE-wNYL Construction staking shall be coordinated by the contractor. o FENCE-WOOD FENCE-SILT GENERAL NOTES — — —w W WATER MAIN STORM SEWER/CULVERT 1. Confirm location and depth of all existing utilities prior to construction to eliminate conflicts. Locations of underground utilities are —— — ———— STORM SEWER SUBDRAIN provided by utility companies. Owner and Engineer do not guarantee correctness of alignments shown. Call Iowa One Call at — — —SA SAN SANITARY SEWER 1-800-292-8989 for utility locations 48 hours prior to digging. It shall be the duty of the Contractor to ascertain whether any additional M FM FORCE MAIN facilities other than those shown on the plans may be present. The Contractor shall Immediately notify the Engineer of any potential -�°"E—— oNE ELECTRIC-OVERHEAD conflicts. Utilities damaged or broken by the Contractor's operations shall be repaired at the Contractors expense. —WE—— UGE ELECTRIC-UNDERGROUND — — —OT TELEPHONE-OVERHEAD 2. Utility Warning: The Utilities shown have been located from field survey information and/or records obtained. The Surveyor makes no - •----T TELEPHONE-UNDERGROUND guarantee that the utilities shown comprise all such utilities In the area,either in service or abandoned. The Surveyor further does not — —ro FIBER OPnC warrant that the utilities shown are in the exact location indicated.Verify location of all utilities before construction. r Y YY Y� —fYYY1 G NATURAL CAS TREE LINE 3. Any and all discrepancies shall be reported to the Engineer immediately. All quantities are for contractor convenience.Where conflicts CROP LINE occur,drawings shall prevail. '''''' ' '''' RAIL ROAD TRACK BB1-8B0-'------ Sol GROUND SURFACE CONTOURS 4. Existing utility facilities such as utility poles underground conduit,guy wires,underground carrier pipe,and service lines shall be ———� ,..r LIMITS OF CONSTRUCTION relocated,removed or adjusted by the respective utility companies. All utility work does not appear on the plans. Coordination with utility SYMBOLS companies for the location and access for relocation of their lines shall be the responsibility of the Contractor. EXISTING PROPOSED EXISTING PROPOSED 5. All elevations are to NAVD88 datum. e e BOLIARO STORM SEWER INTAKE,SW-501/502 6. BUSH Any area outside the construction limits disturbed by construction activities shall be replaced at the Contractors expense to the satisfaction of the Owner. coCA9LE TV PEDESTAL 0 �' STORM SEWER INTAKE,SW-503 504 s � � / CONTROL/TRAVERSE POINT 7. Remover of existing features shall be considered Incidental to other items of work on the project if not outlined specifically as a bid item. STORM SEWER INTAKE.SW-505 9 6 CURB STOP Contractor shall legally and properly dispose of all materials removed as part of this project. d o o M ® ELECTRICAL PEDESTAL 8. The cost Incurred where a section of removal Is skipped or where paving is done in sections in order to maintain access to adjacent Q' Cy' y:3 q o project. areas shall be Incidental to the ® ELECTRICAL MANHOLE STORM SEWER INTAKE,SW-505 ._ xo xb P s W M x' ELECTRICAL TRANSFORMER N 3 xv x 9.Any additional excavation required for ditching Operations,small swalas or limited reshaping of adjacent areas to provide for drainage R e i°MT shall W considered incidental to the project. ® FIBER OPTIC PEDESTAL no ® STORM SEWER INTAKE,SW-507/500 i0; C L e X 10. The Contractor is cautioned not to obstructor remove any unnecessary pavement or to disturb the existing traffic patternmore than © ors METER STORM SEWER INTAKE,SW-509/51D r LI_ necessary for the proper execution of the work D4 GAS VALVE r r IL -x� TIRE HYDRANT- STORM SEWER INTAKE,SW-511 W 11. Construction access paints may require temporary rock entrances to eliminate tracking of soils onto adjacent roadways. The 0 yyv JUNCTION BOX Xin Contractor shall add rock in these locations as needed. Temporary rock entrances shall be considered incidental. r STORM SEWER INTAKE,sw-512/BEENr E O LL 12. The contractor shall provide adequate protection of the site from both pedestrian and vehicular traffic. Temporary signage for detours o LIGH LIGHT POLE sox El ❑ STORM SEWER INTAKE,SW-513AIL L 'R and closures may be appropriate. !9 - ®_� MANHOLE(UNKNOWN) R COORDINATION - ® [�:3 STORM SEWER,FLARED END SECTION N O PROPERTY CORNER-FOUND C_ J-L •®� "® STORM SEWER MANHOLE w The Contractor shall stage their operations to coordinate with other construction projects in the area. It is Important that communications U U POWER POLE O between all Contractors,Engineers,and owner be maintained throughout the duration of this protect. T T • STORM SEWER SUBORAIN CLEANOUT w III RIGHT OF WAY RAIL z`a SPECIFICATIONS SANITARY CLEANOUT Q TELEPHONE MANHOLE OLI SANITARY MANHOLE ® TELEPHONE PEDESTAL N 5 All work shall be in accordance with the current Iowa Statewide Urban Standard Specifications for Public Improvements plus any supplemental addendum,special provisions,or modifications prepared as modified by these plans and specifications by FOX Engineering. A SECTION CORNER-FOUND o TRAFFIC POLE Any reference to IDOT specifications shall be the Iowa Department of Transportation English Standard Specifications for highway and -V__ SIGN ^:0,' WATER MANHOLE 19 bridge construction,series 2012 and all appropriate supplemental specifications including the City of Ames Supplemental Specifications. c 3 STUMP ® WATER METER � E WY WV w w g u� TREE-DECIDUOUS DQ WATER VALVE Lu N w z 11 WITNESS POST E 111 oz TREE-EVERGREEN YARD HYDRANT O¢w 3E i Y Y Q?> 3 c 5 ABBREVIATIONS U7¢ o r'G - FORM GRADE(GUTTER) FL - FLOWLINE BOP- BEGINNING OF PROJECT W ' TOC - TOP OF CURB INV - INVERT EDP- END OF PROJECT O s a f a TOW- TOP OF WALK PL - PROPERTY LINE PC - POINT OF CURVATURE J a z w FFE - FINISH FLOOR ELEVATION ROW- RIGHT OF WAY PT - POINT OF TANCERCY d Rm TOO - TOP OF BANK PUE- PUBLIC UTILITY EASEMENT PI - POINT OF INTERSECTION UJ a r TOE - TOE OF SLOPE CL - CENTER LINE W W n N L9 P 6 LL a 0 a PROIECT NO. 5475-19A Y SHEET G2.0 a n o � N G W m l7 m F G .375 375 1.5 a z Q u u~i 4'wn1E Pmm SQiPE = 5 li UNLESS f1 M M 91 p•..0' �--- 4.875• 5' RESE VED- - 2C ----{-4'Ct1P) I r 4.25 4.25 1 —1]IPAW f PARKING_ �2C 18 27 PREPARED SUBGRADE WIDTH VARIES TO EXTEND 2'BEYOND ] EDGE OF PAVEMENT� ii FA ITYP) �4..FACE CUM ice' A `A 6"PREPARED SUBGRADE(SCARIFYJ - e�t OF RECOMPACT)REMOVE ANY SOFT SOILS 3.875 I a875 NOTE SHIBOL 70 BE fEt11ERfD IN PANNING SPACE 1.5 AND OAI 10 AS I LUSTRAIFD ON Pi .-.. .75 *kA 2.5 L -_---- p 12 —— HANDICAPPED PARKING SYMBOL TYPICAL PERPENDICULAR PARKING STRIPES TYPICAL PARKING LOT PAVEMENT SECTION R7-8 NO PARKING lN,+ NOTTOSCALE 2 NOT TO SCALE NOT TO SCALE MUTCD SIGN 1117-8(HANDICAP PARKING} NOT TO SCALE N y�00 O 040 ar cm7 CI 'B'jointDriveway radius(R). y N N Residential:10 foot minimuni foot m ° e3 ). maximum. 4 d ° OksE'olnt 2 Commercial and industrial:As rr r 57GNAGE NOTES: as j specified in the contract documents. i Q o f C' 1. VERIFY THAT SIGNAGE PROVIDED or'E' � � � � ��- O2 Transition the curb height to 0 inches at d� 0.0. _ _ I COMPLIES WITH STATE AND LOCAL CODES. RESERVE Joint 8 �,� r 2 ;t K��t, end of to edmdius or at the front edge cofi ' ; PARKING � ° x Ofaidewalk. Do not extend raised curb C o �� a v @vl ` fn across Sidewalk. u!y r 2. VAN ACCESSIBLE PLACARD SHALL BE OTHER SIGNS MAY BE �, a 3 p �' Lr _` v -- ----- PLACED IN FRONT OF VAN ACCESSIBLE APPROVED �t 7 O3 Pavement thickness. O:g K.....-. _-.....x . G C-b �.f Y.j q ,.• �, 3 {q Y 18: 8 9 � �I STALLS. BY THE ENGINEER. x z Sack of curbli .,.. Residential:6 inches minimum. --- 10 y,z u�xl15 1, 4" x ,,,'- = '�• Commercial and industrial:7 inches BLEN II 3. FIELD VERIFY LOCATIONS OF SIGNS WITH .'� k` r °r 3-0"min minimum. •` ENGINEER. VAN Referto r. Y CJ 5'-0'max ® Sidewalk thickness through driveway to L cI 0 ACCESSIBLE '` Detail A `�?;?" match thickness of driveway. (� -- r-----: Back of curb DETAIL A C ------ .-.--..--..- -n----- --------_ _.._._-,I STANDARD STEEL SIGN POST ` '� Q5 Center reinforcing bar vertically in the o pavement �•� w FI ® Match thickness of adjacent roadway, TYPE A WITH FLARES 8 inches minimum. z _ 2 3 Curb�— h fe ghoul 0 to 2" O ?rovide'E'Joint at back of curb unless �m MUTCD SIGN R7-Ba (VAN ACCESSIBLE) sD' B'joint is specified. rEW o 5 NOT TO SCALE . ®Sldawalk *Y y • ® Fora.invert the pavement crown 51 e" 2%toward center of ally. 4, FINISH GRADE ELEVATION Jae 8 Target cross slope of 1.6%with a H .,,d. '9' .S Driveway 18' 12' 7 O maximum cross slops of 2.0%. If 2 2 •n'"' 'F joint TYPICAL SECTION con�stpructed ithe sideewa k th Con of rough the F as i `` driveway 5 feet wide to serve es a f° w •� - 2, passing apace. z`v or'E'joint a 10 If cross slope of adjacent sidewalk panel E joint 8 ?L. r .- exceeds 2.0%,remove and replace to transition from existing sidewalk to _ > s sidewalk through driveway. If elevation 4 cu ,_ A. change reywires a curb ramp,comply with Q-a 09 21 0' 3P x�' � .`" d Figureble,warns verifyneed for �H� 3 5 10 r s t � < detectable warning anal with Engineer. #5 � x 36" � dd reinforcing ' ' x koawcn LS Q _ eT�TAe fftF�qyn w Data' bar bar '-a Si3DAS lUJ0.101 ,Lai w HANDICAP SIGN POST DETAIL Back of rL }� r e: � Y m 7 41Y ~d NOT TO SCALE curb SUDAS Standard Specifications r rr1 STRAIGHT ARROW PAVEMENT MARKING DETAIL, Backotcub r ID NOT TO SCALE " o c TYPE A WITH RADII CONCRETE DRIVEWAY,TYPE A a w DETAIL B n Q 0 PROJr<"T NO. 5475-19A x SHEET G3.0 o a � N O Ili a 4'CLEAR OPENING PRESSURE TREATED 2XG STRINGERS(TVP.OF 3) FASTEN WITH 16d NAILS(TYP.) iXSX6'COMPOSITE PRESSURE TREATED DECK BOARD(TYP.) o 4X4 POST 0 W-0"O.C.MAX. FASTEN TO STRINGERS w WITH S.S.SCREWS(TYP.) COLOR SELECTED BY OWNER SEE DETAIL 2 THIS SHEET FOR CONSTRUCTION DETAIL 12' SEE DETAIL 3 THIS SHEET FOR 5.5' GATE CONSTRUCTION DETAIL 3.2' SLOPE TOP OF CONCRETE 1' 4X4 POST®6'-0"O.C.MAX. 4. CORE 12"DIA.HOLE IN EXISTING CONCRETE FOR EACH POST CONCRETE BACKFILLTYP. 12' 8" GRAVEL BASE 1 DUMPSTER ENCLOSURE-PLAN VIEW NOT TO SCALE DUMPSTER ENCLOSURE DETAIL Z NOT rO SCALE u y000 �� aM CN'NN co C L r C XX r 4 LL a vi 0 IL W Q X �� Cn PIPE SLEEVE OVER 6"BOLLARD WITH CAP C. v WELDED AS PART OF GATE FRAME L. SLEEVE TO INCLUDE GREASE PORTS 1X6X6'-O"COMPOSITE DECK BOARD(TYP.) 2"SQ.STEEL TUBING FRAME COLOR SELECTEDBYOWNER Oi TREE TIE-FASTEN TO TREE TRUNK Wl RUBBER G ALL CONNECTIONS FULLY WELDED HOSE ABOUT SCAFFOLD BRANCHESr_]r_W w O WOOD STAKE OR WOOD DEADMEN(8-10'EXPOSED) C 0 STAKE ON THREE SIDES SPACED 120 DEGREES APART 'w()'_ a TREE TRUNK WlWRAP N o0 g O S WATERING BASIN v I O FERTILIZER TABLETS(T DEEP) .3 O PLANNNG SACKFILL A II€ 5.5' 2 07 THREE TIMES ROOTBALL DIAMETER(MINIMUM) m z m a h O ROOTBALL T!� z E W SLOPE TOP OF g Q FINISH GRADE FQF p 4 B" g CONCRETE W ti a R IP PLANTPIT Wf ROUGHENED SIDES ©a X O W SHREDDED BARKAWROWOOD MULCH U o q a Y F m CORE 12"DIA.HOLE IN EXISTING a \ NOTES: � m CONCRETE FOR EACH POST e g 1. THE PLANTING HOLE SHOULD BE SHALLOW n r 4'MIN. �"GALY.CANE 801T AND WIDE TO ALLOW FOR RAPID GROWTH Y "1 N - LATCH(TYP.EACH GATE) AFTER PLANTING. r 6"DIA.STEEL PIPE BOLLARD L w 2. DO NOT THIN CROWN. PRUNE DAMAGED OR BROKEN BRANCHES AS NEEDED. a .S. CONCRETE BACKFILL TYP. NOTES: 3. SET TREE 2-3 INCHES ABOVE FINISHED GRADE. N GRAVEL BASE 1. ALL NON-GALVANIZED PARTS TO BE PAINTED BLACK 2. ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED 4. APPLY WATER TO HOLE WHILE BACKFILLING TO UNLESS NOTED OTHERWISE. ASSURE AIR POCKETS DO NOT FORM. 3. HINGE AND GATE SHOP DRAWINGS SHALL BE PROIECr NO. n APPROVED BY ENGINEER PRIOR TO FABRICATION. TREE PLANTING DETAIL �, s475-19A x �1 DUMPSTER ENCLOSURE GATE DETAIL nor TO SCALE SHEET HOT TO SCALE G3.1 W P P m a N m 0 z � 7 n z 0 N Lincoln Way CTRL PT \/ /! N 347,j b. r Z s0�80 ti9 o I REMOVE 7 E h EXISTING \ P ROOT BAk \ BUILDING f ! -MOVE SHRUB AND R OT BALL o o a }� l�'; REMOVE/CUT P.C.C. I �fAN N / CURB AS REQUIRED FOR NEW DRIVEWAY OPENIN9 m- ( I` my moss Il �° EL P I w fn I REMOVE HMA PAYING RIVEWAYI} REMOVE P.C.C.D L 7 3: $ I v m I R MOVE CONTACT CITY OF AMES ELECTRIC SI EWAL I', REMOVE •CD REMOVE/RELOCATE GUY WIRE m I � + I �i; SIDEWALK c:/r y EXISTING 6"PVG 1 I 5„ STORM PIPE =y oU P g �JEC EXISTING BUILDING ] REMOVE TREE AND N ROOT BALLLu J a� f i IT E X! B w j REMOVE PCC PAVING IT 347 ¢w z ( 11 1s595.t U}tri 6 z 0.71 DZ=n o p g GIRL P2 a f c E 48831S20.42 Q Y OJ F Z 911.b3 O a kq 4 a 90 I w I o I I P I i GENERAL NOTES: .y 1 REMOVE PARKING STOPS 4Ro]ECT N0. 50.75-19A 4 1. o zo U� _ o o N • -,� I EXISTING 6•PvcSTORM IPE EXTEND TO NP PE I I a z g PAYEM L 1.1 R Pt3471312.01 I 23 48631 6.6 A PAYING �NNNX I 4 - I wv wV D \ ! EXISTING — I S BUILDING f 'S J]ydNO] tldNO3 ,/I.IDYdHOa J.DV4WOD :[DMdNW � z � I 45� T 1 I 111 c�e��' iI DU�tPSTlR 7"P.C.C.LANDING O .7' 1?B I RNCLgSURE 2%MAX SLOPE IN ANY DIRECTION ' I BEE.DETAIE 1 .• (W)WIDTH=WIDTH OF STAIR N SHEET¢31 r (p),... (D)DEPTH=36"MIN. DECK t I � � I I I < 3 R K ` a w wv I mcnNN EXISTING I t P! V BUILDING o £ I mh N x # O LL li I I ! w(o I NMA;PAVtMIO I s S HMA'PAVING' "F[: I Ox LL r I •a) "a B CTRL PT 04 26.4'- N 3471280.96 I �_ v 5 V E 488329C39 z 909.50 I a .'Q�y U6 W v I I S l " 10, g-� SO' I Z.G. 176 — — I Z ➢ s Z E CTRL PT#2 y i E 4883320.42 k -y •-- KEYNOTES: _ E z 911.n3 7 p C C. _ u �- _�__ w �j z _ -, _ _ �` OA -HANDICAP SIGN AND VAN ACCESSIBLE SIGN z s ;;' i _.... ----•--'- _ MOUNTED TO POST AT 60•'FROM GROUND TO ?O G < BOTTOM OF LOWEST SIGN. �F= a 41 OB -HANDICAP SIGN MOUNTED TO POST AT 60" FROM GROUND TO BOTTOM OF SIGN. F GENERAL NOTE: I O INSTALL P.C.C.DRIVEWAY PER SODAS O-HANDICAP PARKING AREA GRADE SHALL BE }a Z x 7030.101 TYPE A WITH FLARES PROVIDE 4"WIDE YELLOW STRIPING FOR PARKING SPACES SHOWN. NO GREATER THAN 2%IN ANY DIRECTION. HANDICAP SYMBOL SHALL BE BLUE AND"COMPACT","VAN"AND PROVIDE HANDICAPPED PARKING SYMBOL I1J Q ARROWS TO BE YELLOW. AND STRIPING AS SHOWN. a 6 y u J 9 Beachtl vevue PARKING SUMMARY o E SPACE TYPE EXISTING PROPOSED REGULAR 10 11 PRD1ECr ND. Y COMPACT 21 S HANDICAPPED 0 2(INCLUDING S VAN) 5475-19A TOTAL 31 2fi SHEET 0 10, w C2.1 ^fG 1 .1 w T a P o $ m I + e a I I --., EXISTING fi'PVC STORM PIPE I EXTEND TON PAVEM —— _ -. X x 912.9 r PT .. m 1..: .. ..--, i�x 0 wv -. I PROV14l:SWALE IN PAVING $lj r f - ' EXISTING � I BUILOING I .: 'f >AVdHAR .L9YAH00 JWVdHfl71 EIydWW A7Yd}I105 I� I /I I r / r DECK r 0 0 c] < I aNi �m of U,my¢ I a pt gtl-- f l 4_5 > 44 J wv I mr r� EXISTING 910 - BUILDING Illfn Xv l000p oe I �oo°j�, dips rf hh La ).s W6 Q��. CTRL PT 94 s N 347128D.96 h E 2094.39 n g I Z 909 909.8 LIMITS OF GRADING 3 I i I LIMITSF OJ \` 'TB Ir' , 1' M�i..'� - �� d�� 1 _. _ / —`\/`( \• ,_ i / E ( / I /GRADING G / _ — $ g f z 1DS RL PT gz IL ru> a p 9 I s 3 g N� N 3471 081.DO9$' .%" 9� �dP ��_.._-.._r...__.- a E 4H6332DA2 '� In 19 Z 911.03 9jp t�y�/ tCpy:. ___— ---'90s. O \ ,— .-.mac- � I ❑aF W v / 2%MAX CROSS/SCOPE _- --- -- _ FORSIDEWALKLu / < w 9p a . I 9 f .. I K o LL be Ln 0 Y PRO]ECTNO. Beach Avenue 5475-19A SHEET a io' xa C3.1