HomeMy WebLinkAboutSURVEY16, 60.0'
MAINTENANCE BUILDING
F.F.E. 22.50
6- COMPACTED SHELLROCK
FBV 50 psi, 98% MAX PER
AASHTO T-180.
EXISTING GRADE
\ 1 - STABILIZED SUBGRADE
9 % MAXIMUM DENSITY PER
SEED, FERTILIZE AND MULCH ALL DISTURBED AREAS 7 SHTOT-180.
SECTION E-E NOT TO
4- 4' 16'
24' MIN.
VARIES
1' ABOVE
VARIES EL. 21.0
SWALE
SEE PLAN
MIN. 20.4
4 MAX
1�
1r
+L
4
IV STABILIZED SUBGRADE
98% MAXIMUM DENSITY PER
SEED, FERTILIZE AND MULCH ALL DISTURBED AREAS
AASHTO T-180.
SECTION F-F
Header Canal Road, S.R. 609
HEADER CANAL NO. 59 154' RNV
6" COMPACTED SHELLROCK
FBV 50 psi, 98% MAX PER
AASHTO T-180.
NOT TO SCALE
LEGEND:
PROPOSED SHELLROCK SURFACE
f1 DIRECTION OF SURFACE DRAINAGE FLOW
EXISTING ELEVATION
PROPOSED ELEVATION
jl
11
1
1
II
II
II
II
II
1
II
— --- --- --- --- —.
-------------- _------------- _-------- _----------------
CONSTRUCT 75' - 36" CMP CONN
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CONSTRUCT 4. 0 MANHOLE
EX. STRUCTURE (� INV. 14.
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17Ali WAY
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GRAPHIC SCALE
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CONSTRUCT 82 L.F. -18" CMP SPOIL DITCH FOR I� PROPOSED ELEVATION
MAINTENANCE o - - - - - - - - m ACCESS WAY TYPICAL ■ 1
o BUILDING70'X100' 4 i' - -----� .I- W. INV. 14.50, E. INV. 13.90 \ _ I
F.F.E22.50 1 - C.S. #1 1 I PROPOSED STABILIZED 1 �\ I o
/ SEE DETAIL m1 m Igo 20' ACCESS WAY
00.03 rl r :i 1425.50 I �
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Form Board 22.42 a / \v I C TYPICAL 4 ,� ♦ 1 I o
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= _ ? / i' PARKING AREA TOTAL T m ry /
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- - _ BENCHMARK CONNECT TO EX. 36" CMP WITH 27 L.F. - 36" CMP 70 SPOTS ' I l z3 e POWER
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♦ ♦ PROP NFORMAT ♦ _ ♦♦��� ♦ �'�'
♦ DRAINFIELD (BY OT ERS) ♦ ♦ 1 ♦ n z m
♦' CONSTS UCT 34 L.F. -15" CM P♦ ♦ ♦ - rp f n ♦r z
♦ S. INV 19.50, N. INV. 18.40 0 ' . ♦ ♦ ♦ / t
♦ INV. 18T N. I V. 13.90 ♦ �Tp� - --roe_ _ ♦ + ♦ x l
♦ CONSTRUCT 40 L.F. -181, CMP _ c
♦ ♦ R, w EXISTING S lALE F Ln
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OD
♦ ♦ ♦ ♦ ♦ CONSTRUCT 34 L.F. -18" CMP \ ♦ - 0, Tjh ♦ ♦ I
♦ � MATCH EX. SWALE INVERT 14!
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CONSTRUCT 10' WIDE �_ ,' I I ■ D
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SEE DETAILSHIEET' O
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\ // .,�po'......- �T tOg a 60_\. ' / ■ I w ■+� jz SURVEYORS CERTIFICATION:
♦' \ / / / Og - - - "\ py ■ I I to1- ■ I HEREBY CERTIFY THAT THE RECORD DRAWING INFORMATION SHOWN HEREON IS TRUE
801� / ` ' -g ■ 1 I Tp6- - ♦ ♦ > ■+2 AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, I FURTHER CERTIFY THAT
/ \ ♦ p I - \\ -TOB- _ _ �. 2, c ♦ THIS RECORD DRAWING MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE
♦ ■ I _ -'� o / -----" �� fu �' • FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA
■ I O9 / F ro .o • ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES. THIS PLAT IS NOT
a - ■ I _ o , ♦ > $ , VALID WITHOUT THE SIGNATURE AND SEAL OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR
1 AND MAPPER.
/ I
■ I i I \ °�` DATE OF SURVEY : MARCH 9, 2012 ( /1 /% C19NP'` �Z-
■ 1 o I 9�� �° �= >�
�80� �` J ♦ / A 4f, "' m CHARLES A. CRAMER
♦ \ Or ■ Oy coy 8175 PINE RIDGE TRAIL, MICCO, FLORIDA 32976
772-664-2718
♦ ♦ \ ♦ ■ I / / m FORM BOARD S B U I L T FLROFEIONALORIIDA CERTIFICATEENo. 40AND
94 MAPPER
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JOB No.: 2003-20
SHEET
03 OF 05