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HomeMy WebLinkAbout04110022.5SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING #31 2. ALL PARKING STRIPES ARE TO BE 4' PAINTED (WHITE). HANDICAPPED ACCESS CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR U S NORTHBOUND AISLES SHALL BE 4" PAINTED (BLUE). SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH -----_------_-_-__-----_---_----------------_-------- ,-- _--------- _— _— _ —_ —_ —_ --------------- - OTHERWISE. A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. LIM17ED ACCESS FACILITY 0' 40' 80' 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE US X31 SOUTHBOUND APPLICABLE. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY U. SR. J1 MERIDIAN STREET)';: BACKFILLED WITH GRANULAR MATERIAL. 290' R. �. w " 5 ALL DIMENSIONS ARE PARALLEL WITH OR PERI")ENDICULAR TO BASE LINES SCALE: 1 =40 PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 1 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS PER I. S. H. C. PLANS - PRGJEC'T N0. ST ��ZZ�9) I RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO 13. CHAMFER ENDS OF ALL CURBS. START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ______ ------------------------------------- 15. 6LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF 9 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS Fa /FT. & MAX. SLOPE OF 1:20. H —T �\ ' _...__.... _.... .� is ..... ... _ ....... . rt - - - - -" s - - -- os —�— ;os ......... .s —.... .- .... _.. -�, ........ ..... T0S -Tt TIM i 4,- .••..M5 -- - f... -Tos - �•------- �---Tw m -------------- --- 4 NECESSARY. y j 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS PAVEMENT TO JOIN EXISTING. � C i I) 1' PAVEMENT MILLING -1 I I AND RESURFACING OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4 OF L_ 1 TOP SOIL. 16. ALL RADII ARE 5 UNLESS NOTED OTHERWISE. o o I ( RAq_ w w 1 f vvc I L OCA[ SERVICE ROAD #3 I , E FVC Inv, 856 53 Inv. 65s.as SE V PVC Inv, ass.as PER 1. S. H. C. PLANS - PROJECT NO. ST -F -222 OVERHEAD UTILITIES RUN z � - �-- -���'� � -� � - Q % \\ - sAwcuT w6' PVC r�S'.2e - - -- ---- --------- - - - -,a - - - -_ -- „ - s .. - .............._.. -. __ _..._.. ALONG WEST R.O.W. LINE OF U.S.R. 31 - EDGE F ALT - -- - -- -- - - - - -- --- - - - - -- ------------------ - - - - -- �` ' '� r� ewe —�—� a e--- {�-- -- erne- ---- -- a Il��--- laru�e - �are�e-- �—erme - a- ...... , �.,,,- —� �t�---------- ---- - - - - -- --------- SAWCUT------------------------------------ - - - - -- ---- - - - - -- 0 A-- _ - ---------------------- - - - - -- - - ---- - - - - -- -------------------------------------------------------- - - - - -- - -------- - - - - -- ------ - - - - -- - - - - -------------------- EDGE OF ASPHALT _ _ PAVEMENT FRONTAGE ROAD (18 '- "x1'- 4 "x6 '-O ") 6 61.89 (APSHALT PAVEMENT) H EDGE OF ASPHALT EDGE OF ASPHALT -------------------- - - - -- -- - --- ----------------- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ----------------------------------------------- - - - - -- ---- - - - - -- - - - - - -- ----- - - - - -- wV H I l..` t....1 -.t ;... L_L., Sc- REEf�- Wft� ---- -� T-- �. -... PER LS. H. C. PLANS - OJECT N0. ST-F-222(9) L.• I (SEE ARCHITECTURAL PR H (PLANS) 2 9 - -- - - - -- - -- ; ------------- - - - - -- --------------------------------- - - - - -- - -- -- ------------------------------- - - - - -- -- - - - - -- - - -- -------•--------------------------- - - - - -- - - - -- -- - - - - -- - -- - - - - -- PROPOSED 15 WEST R.Q.W. LINE QF LS.R. 13 H i �— UGT UGT UGT T UGT UGT UGT 15 NON - EXCLUSIVE UTILITY EASEMENT 30' GREENBELT - - UTILITY EASEMENT F' .n _ - 'l I ` CONCRETE DUMPSTER M '� PROPOSED 15' ``' N i PAD ( SEE DETAIL) LANDSCAPE STRIP ... - - - -- `.. -- - - -;.: --- - - - - -- - - - - -- — - - - - -- - - - -- - - - - -- — -- - - - - -- CONCRETE DUMPSTER l.. ` GAS METER i GAS METER N I PAD (SEE DETAIL) PROPOSED 1 ° PROPOSED— 7L A, N N TRANSFORMER N ' TRANSFORMER �. PROPOSED PROPOSED ' GENERATOR GENERATOR N �4. YELLOW - PROPOSED BUILDING �O o 1 I H � ; PROPOSED BUILDING YELLOW -�'- A I I� W STRIPING d r © PAINT S1RIPING ° 88.878 S.F. (� , 1 =I a o A B QV 88.878 S.F. 4.88' 4% 292.33 6 292.33' 65 , `r PROPOSED to ' NOTE: 2 ' 2 ' 2 ' 24' �Ol1V�UV� KNOX BOX NO CURB ALONG H.C. PARKING r00 - KNOXOBOX � LOCATION 5� ' 2 STALLS. (SEE DETAIL ON SHEET LOCATION rr N N O d 0 N 0 a 0 W a a W J Q U 0 I FHASE II PARKING ANALYSIS rn I CI TOTAL S.F. = 177,756 S.F. REQUIRED RATIO MEDICAL (1/250)= 7 STANDARD PARKING (9'x20') I 747 STANDARD PARKING (10'08') 18 HANDICAP PARKING PROVIDED 16 ( INCLUDES I VAN ACCESSIBLE ) 1 TOTAL PROPOSED PARKING 781 BICYCLE STORAGE 10'xlO' CONIC. PAD RIM ■ ■ Now SITE LEGEND ME RIGHT-OF-WAY PAVEMENT Elm w HEAVY DUTY PAVEMENT Jr. CONCRETE II I�6IW o� rn I CI 9 —_ -° - 20' ® nn 64' TYP.) -� I 64' w 24' w 64' a OH - ® W a a 64' T N o Cn W < 64' N —En N N —0 Q N PHASE_IL �64� CONT 0 64' 1 o 64' V) ® U On w Ld Q V W LLI Ua) n N a a N N r- 4 II ® WL U 20' T1(P.) p CO 03 11 ® U N N (TYP.) N _II ® N C3 N A O) 5 c cal �. — jl N -II N rA ® ® Q1 r N W U W d 20' N C% ` i A i -- I -- i- --------------- - - ---. 100 YR. ELEV. 857.99 W Y D BOTTOM ELEV. 854.00± I NO. 2000- 8 BAK HOLDINGS, INC. I _ _ I ED 1, 2000 I- I 24' (TYP. r F T- Cis � ICI o 64' 64' 64' N CA rn I CI 9 —_ -° - 20' ® ( C w TYP.) -� I w w 24' w 1 a OH 6" C NCRETE C I B IN R/W T N bo —En N N N 0 64' 1 o 64' 64' 64' 64' N CA rn I CI 9 —_ -° COMBINED CURB & WALK rn ( C w w I w FO a 1 a OH 6" C NCRETE C I B IN R/W T N bo � C N N o ° 1 o rn a rn I CI rn w a COMBINED CURB & WALK rn C If w w EO w FO a 1 a OH 6" C NCRETE C I B IN R/W T N � C N N I N Pat I 24' ! (TYP.) — I I 64' �I N 1 10 jPAqES 0 9'490 10 PA ES 9' 90 10 JPA ES 0 9' 9 v 1 11 SP CE ®' =1 ' I i 28' i i 100 YR. ELEV. 857.99 BOTTOM ELEV. 853.00± X- -�•— — -- -- —_•• __ i I FUTURE 60' HALF R/W i U-,T — ZONING =6 �A 6" EXTRUDED CURB OB COMBINED CURB & WALK © HANDICAP RAMP OD HANDICAP PARKING SIGN EO CONCRETE WHEEL STOP FO CONCRETE SIDEWALK 1 STOP SIGN OH 6" C NCRETE C I B IN R/W 7 2 a o� t\ M CD L W � O a � m W z a C)�o W 3!o'°c� CL U I- Li W CL W • z t: cr! V � HNM Z N z �w zx� U z aw A ) WWI �x� n a ZI` m O V P U - O a Q •N Co �d 0 W dy •...... *... .. off U ® HANDICAP ACCESSIBLE iPARKING SPACE I I I SYMBOL LEGEND w 1 I `rsr ,, GAS = UNDERWOUND GA51INES S ?, " R WN = UNDERGROUND WATER LINES UCT Uar UGT = UNDERGROUND TELEPHONELINES z Z (n *0 0 W = OVERHEAD U fit ITYLINES Q ROW = RIGHTOFWAY _j Z 0 Z Z — - - - — CENTERLINEOF RICH T -IT WAY Q J Q P = PLATTETI BEARING AND 0IME9Sl KCULATEO BEARING AND DIMENSION Q _ D = DEEDED BEARING AND D191*10WEASURED BEARING AND DIMENSION �- 0 Q 0 Q 01 LSR. = LOCAL SERVICE ROAD c W i- W Z I I W J _I I -(® GUYANCHOR © TELFCOMMUNICATIONSMANHOLE 0 = U = W I 1"�—PROPOSED OFFSITE wV CL i0 DRAINAGE EASEMENT � WA REURICMANHOLE O W I I (SEE SHEETS C3.1 C� I-i 0 0 W 0 Q do EE S EXISTING FIREHYORANT RIGHT-OF-WA �- � z z U a TEtPHONEPEDESTAL cTL OVERHEAD URLITYPOLE SICK �Q SURIfYMOAVMENTFOUND (AS NOTED) LL, � � � a -M � m GV I I •¢ S� z GAS VALVE Q SECTION CORNER MONUMENT (AS NOTED) M GAS CASUNEMARKER "U "� En •�. I n, U II ASPHALT PARK a Y in a. -- -- --F-li _ -- - o C3 ................ .---.- ........ yj fL i CAUTION N o THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES Q o 0 w SHOWN ON N R BASED UPON GROUND EV N ( including, limited manholes, inlets, AND - -------- valves, and marks made ARE SPECULATIVE N NATURE.tTHERE MAY ALSO BE OTHER El � EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO DRAWING NO. SHEET OF �( M STREET ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND [FU U URE ��LO11 D — — — — " EXISTING UNDERGROUND UTILITIES T ESACT LOCATIONS OF BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. -. - -- - 9-F w-o", NI-M, F III R _ 1- 800 - 382 -5544 C2,1 ._._.._____ ...- .._._. .. CALL TOLL FREE I- - INDIANA UNDERGROUND - TITLE: _ _ I PROPOSED SITE PLAN T1•T0%AAI A41MAF11 T%TTA ANA1 ^P%l ^Ao%_ TT A 1T[1 T"I/1