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HomeMy WebLinkAboutDrainage Report MapI'v x ;0154 A , 4 \ \\ 7A BLOCK 2 BLOCK 2 23 22 41 nj N 4 > 5 A 4/ --"/ / 20 LF 9 NwM Q4 25 locu �� \ °� / r ' f { \'� 3 60.44 � PPE 4,1 � '` 1�, � ', \ �, t \ 2 - Z + 9� J 1 !y � r i��� 1, � � ; _. .M - ,.r^/ �N \' 0 \ \ j ( 6 4 7 10 P�- CON '01.OX 27 AM. 1 1 "4- -- -1 \ 212'01.0% 70 U PE CONCENTRATED v RVP 3 flow .ow 0.19 IT 16 8 EEr PIPE? 3 28 �` �'. 2wDool 50 \ � 408 , °t. �..- _ _ ��, � \ � � �,..�,.... -- t CONCENTRATED 29 v 12 7 STREET TREET STREET FIL 5 Do.ax 260 BLOCK I c: PF,.ASlq- 6 1 K2 BLO 1 !3 i -- 6 T 5111, w 602 3 1 w 409 33 BLOCK 2 0. BLO BLO 31 1 0.2 5 SHEET mw wl 4W 32 SHEET f r t \ t C .,' __ 21WOUX S 2a4 --4 BL 5 S%- BDX 4r OCK 10 tAll, M7 2mg- BL B 1 13LOCK 9 2( 2 3 4 5 6 1= I 3 I, — 2 2) - R --E-iftle -ock CoCote: .50' MY — 27' B-8 PAWM r W� 11 14 BL OCK. PME -/ DESIGNED DRAWN APPROVED JOB NO. DATE CARLOMAGNO JPs JPs JPS t 7 - 7 1 20 21 22 Z— I 1 10 X 7 V 1. 11 � ��f v y CASILER00 F ` HAS 6 4 7 10 P�- CON '01.OX 27 AM. 1 1 "4- -- -1 \ 212'01.0% 70 U PE CONCENTRATED v RVP 3 flow .ow 0.19 IT 16 8 EEr PIPE? 3 28 �` �'. 2wDool 50 \ � 408 , °t. �..- _ _ ��, � \ � � �,..�,.... -- t CONCENTRATED 29 v 12 7 STREET TREET STREET FIL 5 Do.ax 260 BLOCK I c: PF,.ASlq- 6 1 K2 BLO 1 !3 i -- 6 T 5111, w 602 3 1 w 409 33 BLOCK 2 0. BLO BLO 31 1 0.2 5 SHEET mw wl 4W 32 SHEET f r t \ t C .,' __ 21WOUX S 2a4 --4 BL 5 S%- BDX 4r OCK 10 tAll, M7 2mg- BL B 1 13LOCK 9 2( 2 3 4 5 6 1= I 3 I, — 2 2) - R --E-iftle -ock CoCote: .50' MY — 27' B-8 PAWM r W� 11 14 BL OCK. PME -/ - -Xocky Rhodes Di!ve---- 50' ROR --• 27' — — — — -- — — — — — — — STREET PPE w BL IK B K 5 wool 1: 249 '00.8X —1 1 30 31 32 1 24 23 2 l- 20 19 18 1 6 19 2 ' 7 28 29 2 2 7 \2,6 25 ol 2 4,1 /1- 1 SHEET 2 21 21 24 25 6 C d - -,-/ '--' k ,--FM I "1 20 � o� �� SHEET �11 lg:eo _FLM 14X )3 Q� . C ol.( � 188'02 OX — V 7 7, 0 BLOCK FLO — v 4i I ' - e� v 01.08% BLOC 19 - 7 K S BUCK CK 5 E94 - - 803 4 B�c r7 i� 11 — 4 lu 2 3 77, ' 7 8 9 1.8 2 lil-F- !� �z� 14 6 4 SHEET 2e 8 rFLOW 4— 7 01. X 5q5 - - - A 7 - Pock Bend Dr A —y 50' Row .r .2;-e PL\Emaa..WlDTH w ow 8h 8 2 �7r '00 OCK I 459'00.8 130 1. 7 f 2 3 6 7 0 9 lo I I\t 1 3 14 �/ f' f'� .-- � �, 1 12 11 10 6 3 1 2 1 65 1 Sw SHEET w 64 1 '02.Otl • 5'- ------------ A 311 4v rloncay HARLE ENGINEERING COMPANY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE CARLOMAGNO JPs JPs JPS 6 7 - 7 20 21 22 Z— I 1 10 7 6 3 CASILER00 F ` HAS F 1. A - STUBDItISION IVO h, 18 214. G" 2 3 - -Xocky Rhodes Di!ve---- 50' ROR --• 27' — — — — -- — — — — — — — STREET PPE w BL IK B K 5 wool 1: 249 '00.8X —1 1 30 31 32 1 24 23 2 l- 20 19 18 1 6 19 2 ' 7 28 29 2 2 7 \2,6 25 ol 2 4,1 /1- 1 SHEET 2 21 21 24 25 6 C d - -,-/ '--' k ,--FM I "1 20 � o� �� SHEET �11 lg:eo _FLM 14X )3 Q� . C ol.( � 188'02 OX — V 7 7, 0 BLOCK FLO — v 4i I ' - e� v 01.08% BLOC 19 - 7 K S BUCK CK 5 E94 - - 803 4 B�c r7 i� 11 — 4 lu 2 3 77, ' 7 8 9 1.8 2 lil-F- !� �z� 14 6 4 SHEET 2e 8 rFLOW 4— 7 01. X 5q5 - - - A 7 - Pock Bend Dr A —y 50' Row .r .2;-e PL\Emaa..WlDTH w ow 8h 8 2 �7r '00 OCK I 459'00.8 130 1. 7 f 2 3 6 7 0 9 lo I I\t 1 3 14 �/ f' f'� .-- � �, 1 12 11 10 6 3 1 2 1 65 1 Sw SHEET w 64 1 '02.Otl • 5'- ------------ A 311 4v rloncay HARLE ENGINEERING COMPANY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE CARLOMAGNO JPs JPs JPS It n=il 4078 50 13— 4-- -M - I "I. j = = -J\ 11.0z - - L 4ar FUV F LF 5 Im 31.0 Lr %JVVJ EET -I)X 50 1 31 _R� 0 1.76 no 0 1.10.) 6 6 24 2 22 STi2EEf 13 1 29 27 0 v 1 30001 23 -A- I i � ' 506 { ► 30 I a 1*i � ,, �� 3 3 w C0)NCE?nP 4mx- WED W SHEET SHE ET1 + BL CJC K,'� OCK 1 ,r��� -..�` V 2'00.0� JLOW SHEEP I lo_ K 3 0� C CC 00 SHEET 1 0 0 qnA 13 7 9 10 3 5 6 0 2 ""A 7 501 W4 27 , .one I'lv sa* I J 27- _ rE �tc€r � _� II I sae` \{ I � t / 71f pm- T � ��� \���,�� � �' K 4 � { _ � (� ` I 1 2020F 18 1 BLOCK 8 am�mp ` � t �� - �6 25 23 21 32 3 30 29 28 1 ; I STPEET 5 1 7 `i ' i` t „ S 24 SHEET ng 03� w --ll l i'a 1.2X 0. V. .3, K s"TW�� IIlW I I f� BLO-K,8 CK 4 -E go fw 3 IF l It I` 7045 � -8 7 el I 11 2 3 9 'El ) )3' 04 �; I,: SHEET W I 410W .5 .40101.OX E 7 9 S TR EET Ad ot AZTt� Julc— 2 Rl I �sl 1O —YE 0 XR FLO FE. MA F 6 34 33 PIPE W7 32 3r \ I 31 mo!I!Ill 100 50 0 100 SCALE IN FEET O � DRAINAGE AREA BOUNDARY TIME OF CONCENTRATED FLOW PATH PROPOSED STORM SEWER DRAINAGE AREA NO. AND ACREAGE RUNOFF FLOW DIRECTION CA STLE ROCK SUBDIVISION PHA 5 DRAINAGE AREA MA_? 0 SCALE EXI VERTICAL HORIZONTAL 1"=100' PLOTTING SCALE: 1:1 FILE NAME: