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W BARTLETT ST <br />CONSTRUCTION LIMITS (TYR) <br />a m m m m IIIIIIIIIII11i Asphalt <br />------------------ <br />Au l:kSRNG B UAis. <br />4L " PA1i1 <br />' Z 0[NF AREAS <br />Q K i 4T < } A . SHALL RCgEryE TRAFFIC 1 <br />fWADEO LID 99 CASTM 1 " 4yMATl LKWIK y <br />z � {ryp) . ATE I RAmc ARIL I ` <br />AEP VAULTS AND NEW ll <br />PO0 ERRSCONNECTION BY \ , <br />S I � •� I <br />0-0 <br />0-0 <br />GRAPHIC SCALE if - ° -E�- �� r <br />IN FEET) ... <br />I Ina 20 Fr <br />Jr TRUCK UNLOADING ZONE <br />/ e Existing <br />� T � <br />i � BuildinF� <br />o �, �•, <br />0 <br />CONTRACTOR SHALL ?¢� <br />INSTALL NEW PARKING r <br />GARAGE ACCESS APRON <br />Existing Parking Garage Structure r <br />i \ 0 <br />� s•r j � <br />❑ J.— <br />PatiehDrop—off Area �j d <br />�^ L; <br />LEGEND ��■�j � � J U <br />EXISTING GRADE -V \ i F \ ' r Q <br />TI <br />PROPOSED GRADE ��- _ 1 APPROXIMATE LOCAON <br />TOWER <br />ME PROPOSED CATCH BASIN/STORM 1I1LrcT OF CRANE <br />® PROPOSED CATCH BASIN/STORM INLET I Hospital Entrance �- <br />Q PROPOSED STORM MANHOLE l <br />PROPOSED GRADE BREAK <br />TC PROPOSED TOP OF CURB <br />EP PROPOSED EDGE OF PAVEMENT Q O <br />DRAINAGE RETENMON C"ULATIIMS ® — <br />DETAILS LEGEND, PROJECT SITE j <br />yyy� CONSTRUCTION LIMITS TOTAL AREA 36,424 SET (0 84 AC) <br />EXISTING SURFACE % •.� 7"JJ7"'77-rr777 .!.'�'-7J777'T� <br />EXISTING ASPHALT PAVEMENT 2.779.69 SET x i <br />INDOT a2 AGGREGATE (2"3" SIZE), MIN. B" THICK DETAIL X / C402 EXISING OPEN SPACE _-- ....... ...--...... 11,626 73 SET -' <br />�•/ OVER 'CARTHAGE 6%" OR APPROVED EQUAL TOTAL ..... ................. . 36.124 SET <br />1-1/2" (0165/SYD) HMA SURFACE, TYPE B, DETAIL 5 / SD101 eRi]POSEt)-TEA ORARY P8IVEHE"T WRFAC6 <br />ON TACK COAT OVER, EXISPNG ASPHALT 10,605 SET <br />2-1/2 (0275 SYD HMA INTERMEDIATE, TYPE B 0%100 TEMPORARY ASPHALT ...... ...... ... ...... _ 8,630 SET <br />/ / ) TEMPORARY GRAVEL 9,792 SET <br />6" (p660/SYD) HMA BASE, TYPE B, OVER OPEN SPACE 7,397 SET <br />6" AGGREGATE BASE, NO, 53 OVER, COMPACTED SIM AQC TOTAL... 36,424 SFT <br />O3 12' CHAIN -LINKED CONSTRUCTION DETAIL X / SD101 GiI1Q;(;;_ pJ'X31 fIRK0 <br />FENCE ENTRY GATE ASSUMPTIONS ...... _._ C = 030 (PERVIOUS SURFACE) <br />O 16' CHAIN -LINKED CONSTRUCTION DETAIL X SD101 C = 0.90 (IMPERVIOUS SURFACE) <br />/ I = 3,0 INCHES OF RAIN IN 24 HOURS <br />FENCE ENTRY CATS V = CIA (MODIFIED RATIONAL METHOD) <br />NON -PERMEABLE 0.90 x 0,25 FT Ox %XX, XXX SIT = XX.XXX OFT 5 CHAIN -LINKED CONSTRUCTION FENCE DETAIL X / SD101 PERMEABLE .. .... 130 x q25 FT x XY•XXX SET = %,XXX CFT <br />� TOTAL ._- .......... ..... XX,XXX CFT + X,XXX CET = X%,XXX CFT <br />�_ i y o • TEMPORARY III GRASS DETAIL X / SD101 �YENTIDN PRDHC>EPR�HC1Fi3 <br />v TOTAL STORAGE REQUIRED %%X, x%% CFT <br />PROPOSED RETENTION POND ....._ XXX,XXX CFT <br />O CURB, 6" DETAIL 2 / SD101 EXCESS RETENTION VOLUME PROVIDED %X4XXX CFT - XXX,XXX = XX%,XXX CFT <br />0 <br />k <br />G <br />Zn <br />In LU Y 3 a <br />w - In <br />C Z <br />z F _ <br />Ewa zm <br />a Ine <br />w a <br />7R RE -VIEW <br />FURPOsEs <br />ONLY <br />RJH <br />auwNar <br />RJH / JH <br />REVIEWED BY <br />AC <br />DATE <br />AUGUST 2022 <br />JOB NUMBER: 2022-0216 <br />SCALE <br />1-20' <br />C201 <br />