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HomeMy WebLinkAboutZ-8221 Map 20 O 4 N 87023'00" W 50.23' c PROPOSED PEDESTRIAN �. (L BRIDGE 0 S 84°00'35" W 37,30' SIENNA LAKE LAGOON 100 YR WATER SURFACE ELEV.347.27 ® _ .77 __ _ S 87°23'00" LU 1 U U 20 e _ LEGEND ��-�--- C 5FOUND IRON PIN SET IRON PIN EXISTING LIGHT POLE �\ EXISTING PO LE OLE P ry DRAINAGE SWALE�.PROPOSED POWER POLE L6 (MIN 1% GRADE) \ - r, EXISTING TELEPHONE PEDESTAL \ DRAINAGE SWALE ���•�351.00 96,>> �,� \ (MIN 17 GRADE) PROPOSED TELEPHONE PEDESTAL \\ I X ., � EXISTING WATER VALVE ««t 6' PAINTED k �365.00 PROPOSED WATER VALVE „ METAL FENCE EXISTING FIRE HYDRANT ASSEMBLY rhAr`f` %�it Q 7J p, SWAYER POOL jA- �\ ., �:.-/�/: ,r� PROPOSED FIRE HYDRANT ASSEMBLY 352.5 ti/ \ EXISTING WATER METER v k UNDISTURBED AREA DRAINAGE .SWALE ACRES • PROPOSED WATER METER 0.22 +/- L� 49.T (MIN 1% GRADE) \ v 4.. � ; J 0 EXISTING MANHOLE -� `k<<, EDGE OF CONCRETE/ _ iv \ O PROPOSED MANHOLE WOODEN DECK cv � CHAINLINK FENCE p EXISTING GAS METER 50' x \ PROPOSED GAS METER N 3 EXISTING GRATED INLET PROPOSED 40`0' PROPOSED GRATED INLET r ° COMMUNITY CENTER ' E NA LAKE SUBDIVISION I ice® EXISTING DROP INLET 1600 $F, 1 STORY » >»mm>»» >»m>m» »>»»>n>» ,»»» T� 366.00 L J F.F. 353.0 CHANNEL DRAIN = TENNIS T�/ 3 4 12 COURT M M U N I 1 1 CENTER I © PROPOSED DROP INLET 0ti RESTROOMS 4 (I F.F.367.0' gL F.F. 353.0 0 1) C 7_ PROPOSED STORM SEWER INLET STRUCTURE NUMBER SkSs c'1� \Cq _ ____----- EXISTING CURB co DRAINAGE SWALE (MIN 1% GRADE) r 1206 - EXISTING INTERMEDIATE CONTOUR LOW PRESSURE GRINDER PUMP X 1.206 PROPOSED INTERMEDIATE CONTOUR SPECIAL + ' 351.0 83 \ ' HANDICAP 1 6 ' S2 1206 EXISTING INDEX CONTOUR RAMP W. S W PLAYGROUND I �0 o \ "' 1206 PROPOSED INDEX CONTOUR -6' PAINTED kg� 01� p METAL FENCE PROPOSED CURB . - SS EXISTING SANITARY SEWER LINE (SPECIFY SIZE &TYPE - SEWER LINE . � SS PROPOSE SANITARY � 352.25 ,' I jC 350 50 \ G - EXISTING GASLINE Y p �c, EDGE OF CONCRETE/ ` �CHAINLINK FENCE -G PROPOSED GAS LINE 1 ECIA U) .. .-- _ f.- � "'. TC 351.46 � 1 36680 w. EXISTING WATER LINE (SPECIFY slzE &TYPE) T p 34$.1111 _ _ 03 .ANDIC P � ,' W PROPOSED WATER LINE 34B &Ly AMP \- _- UGT- EXISTING UNDERGROUND TELEPHONE ONE 7z ~ter _ c 5O N ti ) � UGT PROPOSED UNDERGROUND TELEPHONE o _ Y, ar 35079 Q� i --UGE- EXISTING UNDERGROUND ELECTRIC �. UGE PROPOSED UNDERGROUND ELECTRIC r ' ( UGT (FIBER) EXISTING FIBER OPTIC TC 350.0 5`, 1 --UGT (FIBER) -PROPOSED FIBER OPTIC 26' 50 4) �` - .� - OHE - EXISTING OVERHEAD LECTRIC OHE PROPOSEDOVERHEADELECTRIC - 5 � � -TEMPORARY:.. � � - , ,, ' 0 "X2" T PED LUG �; > 9 1 pUMPSTER `� --=.�' ,� �'� ,} \ UGTV - EXISTING UNDERGROUND TELEVISION _ G 160 SF / 2" ATER ETER �., (T)p W/ 6 WOOD SIGN ^ 2 ) 11 FENCING /r %~� -UGTV PROPOSED UNDERGROUND TELEVISION fry' -OHT. V EXISTING OVERHEAD TELEVISION Rf ASPH `, % i �. \ OHTVPROPOSED OVERHEAD TELEVISION �. - C.'� - - S EXISTING WOOD FENCE 'P ---- -...� S-,�-�.. ' „` KiiyC`�. - ,` / `l ,'' , % `•', \ .. �� PROPOSED WOOD FENCE - - - - HANDICAP RAMPS 3 55 N f O EXISTING BARBED WIRE FENCE PROPOSED BARBED WIRE FENCE WITH DETECTABLE EXISTING CHAIN LINK OR WIRE FENCE TRUNCATED DOMES pFE S$U\h f� N TEMPORARY / -- PROPOSED CHAIN LINK OR WIRE FENCE i 91 DUMPSTER 336\`+`� ,., r W/ 6' WOOD�X PROPERTY LINE \ �+� NNG i,f BUILDING SET BACK fill EXISTING EASEMENT FE _- --- --- \ PROPOSED EASEMENT ��- _`->i'-' - - - -' •- � �� •\` , ����,� O� r �i r i� �ry _ EXISTING RIGHT OF WAY - -- �� IGHT OF WAY - PROPOSED -UGF DOWN OGUY R EXISTING REINFORCED CONCRETE PIPE 1 LEGAL DESCRIP ION OR CORRUGATED METAL PIPE A PART OF THE Ni 2 OF THE SEl 4, SECTION 29, T-1-N, R-13-W, PULAiKI 6 m SS__ © NEW REINFORCED CONCRETE PIPE / / _\ `\Y . \ ` ` ``-- _ } ( OR CORRUGATED METAL PIPE COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: R25' BEGINNING AT THE NORTHWEST CORNER OF THE NE1 /4 SE1/4, SECTION 2S, \\ ``�`` \ \lilt BEGINNING T-1-N, R-13-W; THENCE S 87023'00" E 401.38 FEET ALONG THE NORTH DNE Or SAID NE1/4 SE1/4 TO A POINT; THENCE-S 00°46'17" W 218.57 FEET TO A POINT; ? rC it �\ ._j THENCE S 24033'10" W 99.92 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY C\ o\ \ \ ~ v vv OF SIENNA LAKE DRIVE, SAID POINT BEING ALSO ON THE ARC OF A 1987.00-FOOT RADIUS CURVE TO THE LEFT, SAID CURVE HAVING A CHORD \ \ BEARING AND DISTANCE OF N 68003'40" W 147.60 FEET; THENCE ALONG 'HE ARC SITE NOTES OF SAID CURVE AND ALONG SAID NORTHERLY RIGHT OF WAY 147.64 FEETTO THE POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHERLY ?IGHTOF WAY i. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA •. CIC N 70011'22" W 33.06 FEET TO THE POINT OF CURVATURE OF A 512.00-RADUS STANDARDS. CURVE TO THE LEFT, SAID CURVE HAVING A CHORD BARING AND DISTANC. OF N 2• CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, 81048'51" W 206.34 FEET; THENCE ALONG THE ARC OF SAID CURVE AND SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. CONTINUING. ALONG SAID NORTHERLY -RIGHT -OF WAY 207.76 FEET TO A PtINT; 3. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. THENCE DEPARTING FROM SAID NORTHERLY RIGHT OF WAY N 00000'00" E 25.12 4. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. FEET TO A POINT; THENCE N 48004'42" E 40.50 FEET TO A POINT; THENCE N 5. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS 04049'06" E 72.15 FEET TO A POINT; THENCE N 27022'47" W 60.94 FEET 1`0 A MORE RESTRICTIVE. POINT; THENCE S 84°OO'35" W 37.30 FEET TO A POINT; THENCE N 05014'4" W 6. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. 60.28 FEET TO A POINT ON THE NORTH LINE OF THE NW1/4 NE1/4 OF SAID 7. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. SECTION 29; THENCE S 87023'00" E 50.23 FEET TO THE POINT OF BEGINNNG, 8. -CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION AREA CONTAINING 2.3986 ACRES MORE OR LESS. ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. AIN FHERS) RIP -RAP BANK STABILIZATION \ (BY OTHERS) N n M 0 of ta 5' SIDEWALK EXISTING TREE �\ TREE TO BE REMOVED MAY 2 3 2007 NUMBER IDELTA ANGLE DIUS ARC EN'G H TANGENT IDEGREE CHORD DIRECTION CHORD LENGTH C1 ` 041526" 119137.O 147.E4 17185 02°53'01" N 68°03'40" W 1147.60 C2 23014'58" 1512.00 207:.6 1105.33 11011'26" IS 81048'51 .E•..-,,. 206 UNS AS y iUid P/llv"I PEtUOt DAIcD (v�• BY: DATE-- OF,,,,,,,,,.r AU, CR1Fi0fi, TIIU & F ASSODAIM QfC � Q��o®8gs;�% N SAS % Q�4 ARK 0 REGISTERED PROFESSIONALNG 0.YR 16 => Z'Z 07 t> E C o u, V? 7 tv o 0 CD O U ram+ a) iU 7 > Q to o 3 (0 L_ M.)to u cc a- Ln L CO C13 ® (� N � m r" u- '� f- Q 0' w U cl L LL O NY QJ N (DP Lm. O.. J cc t'D !.r ip Revisions Tcu-t (7w•> I - SITE PLAN Drawn by TDM Checked by Date 04/30/07 Jab Number 068009-02 Contact Person B. MINK Sheet Number