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<br /> NOTES LEGEND _ J Z CW
<br /> 1. PROJECT BENCHMARK AND BASIS OF BEARINGS INFORMATION CAN BE PROPERTY BOUNDARY LINE DRAINAGE MANAGEMENT AREAS Q 1 G
<br /> FOUND ON SHEET C1.0. = LU W (D
<br /> 0 DRAINAGE AREA BOUNDARY DRAINAGE TOTALAREA IMPERVIOUS PERVIOUS SELF-RETAINING AREA SELF-RETAINING AREA METHOD
<br /> 0 2. EXISTING AND SITE CONDITIONS UTILITIES SHOWN ON THIS PLAN ARE MANAGEMENTAREA (SF) AREA(SF) AREA(SF) REQUIRED (SF) PROVIDED (SF) w
<br /> �, BASED ON AVAILABLE RECORD INFORMATION AND TOPOGRAPHIC FIELD IMPERVIOUS DECOMPOSED GRAVEL AREA a , J
<br /> E SURVEY COMPLETED BY BKF ON MARCH 20, 2025. SHOULD FIELD DMAA 6,439 5,162 1,277 - - SELF-TREATING W i W_
<br /> co UTILITY DIFFER FROM WHAT IS SHOWN ON THESE PLANS, CONTACT THE PERVIOUS LANDSCAPE AREA DMA B 3,984 3,398 586 - - SELF-TREATING , N
<br /> CT
<br /> OWNER'S REPRESENTATIVE FOR DIRECTION AND CLARIFICATION PRIOR TO DMA C 6,640 4,511 2,129 - - SELF-TREATING U Q i > M
<br /> PROCEEDING WITH CONSTRUCTION ACTIVITIES. PERVIOUS GRAVEL PAVEMENT ; � z O
<br /> DMA D 2,330 1,043 1,287 522 774 SELF-RETAINING
<br /> ® PERVIOUS WOOD DECKING DMA E 3,883 2,363 1,520 1,182 1,334 SELF-RETAINING O Q
<br /> E DMA F 1,496 887 609 444 487 SELF-RETAINING ;
<br /> A DRAINAGE MANAGEMENT AREA ID V 1 0 Q (I)
<br /> u) 2 O DMA G 521 0 521 - - SELF-TREATING
<br /> DMA H 2,498 0 2,498 - - SELF-TREATING
<br /> NI m Submittal:
<br /> 2 w DMA 1 1,007 0 1,007 - - SELF-TREATING
<br /> ZI DMAJ 1,376 847 529 424 430 SELF-RETAINING CONDITIONAL USE PERMIT
<br /> 000
<br /> � ii TOTAL 30,174 18,211 11,963 - - - Scale: Verify scale: 1"
<br /> N AS SHOWN
<br /> o Date:
<br /> 06/27/2025
<br /> oa Drawn By: Checked By:
<br /> u_
<br /> KC/CF JY
<br /> m o File No.:
<br /> N 20241728
<br /> W N
<br /> Q
<br /> Z Lj j
<br /> z o GRAPHIC SCALE
<br /> Of a 20 0 20 40 SHEET C 3.O
<br /> 4 OF 8 SHEETS
<br />
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