6C2f_Apprd Civil Plans_2017.06.09 N
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1J '1 I .► DIRECTION OF FLOW 10 5 0 10 20 JI I L
' j ( PROPOSED BRICK PAVERS/ w
_ DECORATIVE PAVERS SCALE IN FEET D_ GOLFVIEW
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� LOCATION MAP
NOT TO SCALE
EXISTING CRYSTAL-. ;
\ TREE PLAZA
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� GOLFVIE
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SCOPE
WORK v
11' UTILITY EASEMENT IN FAVOR OF
FILL COMPANY AS RECORDED IN
O O G. 1801
(DATED O9L22/J1982) EXCEPTION 16
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T' EXISTING ASPHALT II
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O LINE EXISTING COMMUNICATION LI
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—1 ��—EXISTINO ELECTRIC LINE II
IN 0 �I g
MASTER VIEW 0g '
SCALE 1"=80' I I I PROPOSED BIKE RACK II J
I (BY OTHERS) II 0
II
EXISTING ±4' CONCRETE SIDEWALK
EXISTING BUILDING O
1-STORY C55 4 II
BUILDING HT. 30.15' (16'-8"
N_G-V.D.) 'f V
OUTDOOR 3' 10' EXISTING USE: MIXED GRADE OUTDOOR SEATING AREA ITO
O
SEATINGAREADRY DETENTI N SWALE OPEN SPACE A I � v / PROPOSED SODDED DRY DETENTION
/ AG A—z (RESTAURANT)
AREAHE FIR FOR TREATMENT/RETENTION
M (MERCANTILE) I I I OF THE FIRST INCH OF RUNOFF FROM
t1.0% 41 A.1 54,675 S.F. THE ADDITIONAL IMPERVIOUS AREA
-% g
0 RELOCATED LIGHT POLE II
TYPICAL SECTION A—A II
NOT TO SCALE EXISTING BUILDING OVERHANG / O
/ o I PROPOSED SODDED DRY DETENTION
AREA/SWALE (42 C.F. VOLUME)
NOTES: EXISTING FPL TRANSFORMER
1.)THIS DESIGN IS CONCEPTUAL AND SUBJECT TO CHANGE BASED ON FlNAL
DESIGN.
UO
ANDLP PES AND OTHER STRUCTURES IONS OF WATER AND ATO BRY EWCOORD COORDER SERVICES'INATED WITH DRAINLA LAAGE NDSCAPE STRUCTURES
DURING PREPARATION OF FINAL CIVIL ENGINEERING PLANS. �p /
SCOPE OF WORK AREA IN
DRAINAGE CALCULATION: SCALE 1"=10'
RETAINFIRST INCH OF RUNOFF FROM ADDITIONAL
500 S.F. IMPERVIOUS OUTDOOR SEATING AREA:
500 S.F. x 1" x 1'/12" = 42 C.F.
ROBERT F. RENNEBAUM. PucE TA OF FLORIDA, CRYSTAL COVE COMMONS
Digitally signed OUTDOOR SEATING ADDITION
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND b Robert F. SECTION 09, TOWNSHIP 42S., RANGE 43E.
_�; Noailss %.SEALED BY ROBERT F. RENNEBAUM, P.E. ON y SIMS WHITE
*I ' E 5/30/2017 USING A SHI AUTHENTICATION CODE. Rennebaum,P.E. ,,,,—I,,,w,T,~, ,,,E„a VILLAGE OF NORTH PALM BEACH, FLORIDA
'. STATE°F Date:2017.05.30 7.(561)<,e_7848 CONCEPTUAL DRAINAGE PLAN
CONSPRINTED COPIES OF THIS DOCUMENT ARE NOT zsg�M a w"�e wa°�°Paim°°� o�ea 3a<o
AUTHIENTICATION CDERED D E N UST BEVE IFIED ON ANY AND THE SHI 16:2$:35-04'00' REVISIONS
DESIGN DRAWN CHECKED APPROVED DATE JOB N0. DRAWING NO. SNEEf OF
JJJ/IfllllAAJJ ELECTRONIC COPIES. R.R. D.B. 17-031 17031C01
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