Loading...
HomeMy WebLinkAboutE100 Photometric PlanXXXXXXXXXX P L P L PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL P L P L X X X X X X X X X X X X X X X XXXXXXX PL PL PL HE%QPVQWT.KPG ž5ž ž5ž ž5ž ž5ž ž5ž ž5ž ž5ž HE%QPVQWT.KPG ž9ž ž9ž ž9ž ž9ž ž9ž ž9ž ž9ž ž9ž ž9ž ž9ž 2TQRQUGF 6[RG /CPWHCEVWTGT /QFGN0Q0Q .CORU .COR6[RG 8QNVCIG /QWPVKPI &GUETKRVKQP +NNWUVTCVKQP .KIJV(KZVWTG5EJGFWNG 2KEVWTGUUJQYPCUCXKUWCNCKFQPN[CPFOC[PQVFGRKEVURGEKHKECVVTKDWVGUNKUVGFKPVJKUUEJGFWNG ž9ž +PFGUUC.KIJVKPI Ä%(3Ä$.- 93WCF )SÄ$CUG 8GTKH[ 5WTHCEG 9CNN ȭQHHKZVWTGCV žÄ#(( 'ZVGTKQTEQORCEVHNWQTGUEGPVFGEQTCVKXGYCNNUEQPEG #NWOKPWOJQWUKPIYKVJCET[NKENGPU#&#EQORNKCPV9GV NQECVKQPNKUVGF$NCEMHKPKUJ ž5ž .KVJQPKC -#&Ä/Ä4Ä6$Ä5%9#Ä52&Ä*5Ä&$.Ä.2+ 9/* 2WNUG5VCTV 8GTKH[2QNG 5KPINGJGCFGZVGTKQTCTGCNKIJVKPINWOKPCKTGYKVJCNWOKPWO JQWUKPI%NGCTHNCVINCUUNGPU+'5V[RG+8HQTYCTFVJTQY FKUVTKDWVKQP*QWUGUKFGUJKGNF7.NKUVGFHQTYGVNQECVKQPU žUVTCKIJVUSWCTGUVGGNRQNG$NCEMHKPKUJ YKVJ555ÄÄ%Ä&/Ä&$. RQNG /E)TCY'FKUQP ž5ž .KVJQPKC -#&Ä/Ä4Ä6$Ä5%9#Ä52&Ä&$.Ä.2+ 9/* 2WNUG5VCTV 8GTKH[2QNG &QWDNGJGCFGZVGTKQTCTGCNKIJVKPINWOKPCKTGYKVJCNWOKPWO JQWUKPI%NGCTHNCVINCUUNGPU+'5V[RG+8HQTYCTFVJTQY FKUVTKDWVKQP7..KUVGFHQTYGVNQECVKQPUžUVTCKIJV USWCTGUVGGNRQNG$NCEMHKPKUJ YKVJ555ÄÄ%Ä&/Ä&$. RQNG /E)TCY'FKUQP ž9ž 5RGEVTWO.KIJVKPI 25%(ÄÄ':Ä),9.Ä2#%2Ä)$ 9646 8GTKH[ 5WTHCEG 9CNN ȭQHHKZVWTGCV žÄ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žECNEWNCVKQPRQKPVURCEKPI 5KVGNKIJVKPIÄžUVTCKIJVUVGGNRQNGYKVJEQPETGVGDCUG ' 5+6'2*161/'64+% 2.#0 Job No. Date:June 21, 2013 Scale: Sheet: FO R CO N S T R U C T I O N P L A N S 96 9 N . R a n g e l i n e R o a d RE V I S I O N S DA T E DE S C R I P T I O N MA R K Ca r m e l , I N Po i n t B l a n k R a n g e & Gu n s h o p 10 9 3 0 D e e r f i e l d R o a d Ci n c i n n a t i , O H 4 5 2 4 2 PR E P A R E D B Y : Title: PR E P A R E D F O R : SITE BENCHMARK: PROJECT BENCHMARK: BENCHMARK DATA 13048L 83 6 5 K e y s t o n e C r o s s i n g , S u i t e 2 0 1 In d i a n a p o l i s , I N . 4 6 2 4 0 ( 3 1 7 ) 2 0 2 - 0 8 6 4 PO I N T B L A N K BENCH MARK: U.S.G.S. No. 201 of Line 116 as of 1935 0.8 miles North along the Chicago, Indianapolis, & Louisville Railway (Monon Railroad) from the station at Carmel, 31 yards south of milepost B 167; 87 yards south of U.S. Highway 31 bridge over the tracks, 7 yards east of the east rail, and 1 yard west of the fence line. A state survey standard disk, stamped "201" and set in the top of a concrete post level with the ground. ELEVATION = 829.53 (NGVD 1929) CONVERTED TO 829.13 (NAVD 1988) Cut "x" on the south/southwest bonnet hex nut of the fire hydrant located 30 fire north of the north line of the Ritter's Ice Cream and 25 feet west of the centerline of Rangeline Road. (Set in Job W00-811) ELEVATION - 810.74 (NAVD 1988) TEMPORARY BENCHMARK AT SITE The top of a railroad spike in the power pole west of the westbound lane of Cool Creek Boulevard north of the surveyed tract. ELEVATION = 820.29 (NAVD 1988) NOTE: ALL EXISTING ELEVATIONS SHOWN ON THE WITHIN SURVEY ARE AT NAVD 1988 DATUM. RA N G E & G U N S H O P ,1 * 0  1 $ ' 4 . + ' 5  % 1 0 5 7 . 6 + 0 )  ' 0 ) + 0 ' ' 4 5 /  G   E   J   C   P   K   E   C   N                    '   N   G   E   V   T   K   E   C   N                    2   N   W   O   D   K   P   I 30'