Loading...
HomeMy WebLinkAboutSite Development Plan pg 3 88.01.0310 9 8 7 8 5 4 SPRI1IGM1U- - - -- -ROAD N ! x— _ x a— �— n -- - - - _ - - . - - - - - •� — T — — ; -- - - - - -- -� - - - _ -- '- - - tz. _.. 3 _ _ V a - - -- - - - — — _ -- W z rK4 * - LANDSCAPE MOUNDS ! T _ _ 37 +00 38 +00 39+00 4U +UU 41 +OU RCP 0,051% .. "'�' —� ® ' I • i f 30' OF 12' ♦ /;' 45 OF 12 $�Z p —� 7488 ♦- - =874. 7 - - RCP 0 1,97f_, 1 ul AL °� moo �Y/ zr e9i0,� 1 .r 00 0 K I It \ sd \ 00 :` ` 04 a) FLOODWAY N J 0000 r ��, \ n u -' `i =. v \ \ 60 u u I ' _-.3 ,, f _ ��W 1. � � $ Al x ATURE CO SERVATION ZONE �_ /� to t2 +00 << Wi 00 m y •� / EAR F�00 N .� $ I. JJ W o Iwo, a;,. bo vi 139 j' In S to _ R 1 <A r- t ._ _ h l \ W p� �' 1, 0 � k a >� C> w� r • N \ °. u 1� CD 0 i r /J' i v I , 3 2 1 PLAN NOTES: (1 NEW PAVEMENT TO MEET EXISTING GRADE. O2 CURB VARIES BETWEEN 4" AND 6" IN HEIGHT TO ALLOW FOR DRAINAGE OF SIDEWALK AWAY FROM BUILDING. MILL OUT 1" OF EXISTING ASPHALT TO ALLOW NEW ASPHALT SURFACE TO MEET GRADE. GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 11) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 12) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. POSITIVE DRAINAGE WILL BE MAINTAINED FOR THIS SITE. NO "BIRDBATHS" OF MORE THAN 1/8" IN DEPTH SHALL BE PERMITTED. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER/ OR ENGINEER. Dorn er!. Use Excess ve Caution! Pantiundle Eastern Pipe Line Colrpariy hignpressure natural y p p notified (directly at 317/873- 241u and through the One -Call QDo ,.,r �- / ' , " ti M (enter atr!1- 80Uu1S82'� 544) stwue(2J full working days in advance of any activity within it's easement Oe� e110 CDC v^o (^� ,; and have a representat,e present durir!g any excovatiun over t, cu cent to it's pipelines. ,t��, - -_ _ .. s LEGEND � ; �� Rye rIMPt" BENCHMARK INFORMATION EXIST. FIRE HYDRANT r CO o ' Rr'Y�, • = EXIST. WATER METER _ p ao' e5`' ' 5 1 � BM -HAM 60: S.W. QUARTER OF SECTION 23, T18N, R3E, LGCAIE %��I THE WEST N � x = EXIST. WATER VALVE - 136TH STREET BRIDGE OVER WILLIAMS CREEK. SET IN THE TOP OF THE NORTHEAST � = EXIST. YARD SPIGOT / ^ ._ CENTERLINE = CONCRETE WINGWALL OF THE BRIDGE 14.4 FEET NORTH FROM ?'1F LINE OF XI MONITOR WELL Ir 1 - WEST 136TH STREET, 0.6 FEET SOUTHEAST FROM THE NORTHWEST FACE THE W WINGW ® = EXIST. GAS METER OR PK FOUN • EXIST IRON PIN & (SET /FOUND) o t ALL, 86e � � .� O.7 FEET BELOW THE ROADWAY A DEPARTMENT OF NATURAL RESOURCES • e1 66� CONTROL STATION TABLET STAMPED, "HAM 60 1989 �a = EXIST. GAS VALVE 870 51 (GVD 2 a - o \ " - X864 �. -,m _ xu- ELEVATION: N 9 DATUM) - EXIST. STORM INLET i C� o �°� "� = EXIST. ELECTRIC METER ! LL' TBM #1: SMALL R/R SPIKE IN THE NORTH SIDE POWER POLE ( #PS1838 -1559) ±40' ■ = EXIST. POWER POLE SOUTH OF CENTERLINE OF 136TH STREET, ±229' WEST OF SOUTHEAST BOUNDARY ■ = EXIST, POWER POLE W /LIGHT i O Z °o $65 a� ■ = EXIST. POWER POLE W /TRANSFORMER T CORNER, 1' ABOVE GRADE. ELEVATION: 882.83 (NGVD 29 DATUM) •; — EXIST. LIGHT POLE EXIST. GUY ANCHOR N140 (� N �e •Py � CT 886 81l o _ � 0 OiF, V) L1N3A3SV3 1NiVYy �yy] •y 7i y i Ln� M � N� M �� N O -�._ W- ��� o co�� o CO�� -� LO 28 Pli h. W s ❑D = EXIST. TELEPHONE PEDESTAL O = EXIST. MANHOLE coo = EXIST. CLEANOUT = EXIST. SANITARY SEWER LINE STR. EXIST. STORM SEWER LINE -- - EXIST. CONTOURS SSD = PIPE END SECTION Lma = MAILBOX GUT = PARKING BUMPER - - - = RIGHT -OF -WAY LINE • = SWALE — — — — — — = PROPOSED SANITARY SEWER LINE Lil 7'se o>s Y = PROPOSED STORM SEWER LINE _ I `�i oi- s N _ _ ! •� J _ ; , = PROPOSED MANHOLE LARD X£YO o ,8 Jo ,Oii 3 ;� s \ �' 'I— - PROPOSED CONTOURS s ^ M 894.50 - PROPOSED ELEVATION 3 Is4 3NV1 31daX0j 189 © t.91 Jo ,oj p0 " = ' - ' I ,- I SCALE: 1 60 DRAINAGE FLOW ARROW 00 +£9 +Z9 00+19 ' 00 +09 ' 00 +69 ' — + 00 +99 �, 0049 � j I W = WATER LINE o a 91 \\ 0 30 60 120 GAS = GAS LINE 3ila'G ,Sl 4' t t 3113 l y Q 30 ,oc � ;7. 1, ! f ,1 ? F.F.. E FINISH FLOOR ELEVATION - W TC = TOP OF (MANHOLE / INLET) CASTING a tf TS'H ,DY I'S9 ,ot o m I �fj vi O vi ll O v J Ln i ._. i ° nq p O n •r i 9 8 7 6 5 4 LAYOUT. a Lyout1 Jul 05, 2001, 11:30am 3 INV = INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) RCP = REINFORCED CONCRETE PIPE CMP - CORRUGATED METAL PIPE PVC - POLYVINYL CHLORIDE PIPE STR. - STRUCTURE M.E.G. - MATCH EXISTING GRADE SSD = SUB - SURFACE DRAINAGE TOC - TOP OF CURB GUT = GUTTER OHE = OVERHEAD ELECTRIC /TELEPHONES LINES UGE = UNDERGROUND ELECTRIC UGT = UNDERGROUND TELEPHONE OHT = OVERHEAD TELEPHONE TBM = TEMPORARY BENCHMARK L.A. R/W = LIMITED ACCESS RIGHT -OF -WAY 2 1 m Vw a Za: � p� 6 W W x 8 UZ L W • W M Z � 0 G4 O z W e � W 0 1 CQ �N �**!s O 5 v� C w �U — .� H9 O � W 2° 41 �of! MEN I z w 9 w O x0 o M aj 0 1r) ID O O O Oho x aoo E ��r 0 a� a._ a O a o cr z LJ 0 n. w m O LL. o� J N o_ J CL Q q� a 2 T a �_> 0-1 p zw QL u, r ` � V w A O 8 w W ~, A 4 1114111 w W1 SHEET NO. C3