HomeMy WebLinkAboutAPPROVED REV Building 5 (APPROVED) CIVILS EX. 15 CMP
INV(W): 19.14
FT�PIERCE FARMS PATER CONTROL DISTRICT INV(E): 19.13
EX. 15 CMP CANAL NO. 26
( IN FEET ) ENGINEERS Q SURVEYORS
EXISTING (0!.=rw�» SOUTH RIGHT OF WAY LINE CANAL NO. 26 EX.SECTION LINE ENVIRONMENTAL
FOUND 4"X 4"CM _ 1 inch = 50 ft.
UNNUMBERED APPROX.LOCATION NORTH RIGHT OF WAY LINE ST LUCIE BLVD. 7 -
v FOUND 3"DIAMETER EX. 12"WATER MAIN EX. R/W LINE 10250 VILLAGE PARKWAY
SUITE 201
(0.57'E&0.20'N) ----------------------------------- -------- ------- ;�--- --- PORT ST. LUCIE, FL 34987
_ _ I _ ST. LUCIE BOULEVARD - _ - _ T " -x -"
w " - _
y (AIRPORT ROAD/CR y f- I x - - - - - -
>- I _ p� (80'RIGHT OF WAY) ------------ ------- o 0 o I LEGEND a 772-462-2455
RELOCATE -+--I--_ -� _JSUMU AMORT BW 0--
a EX.CONTROL � � - - - - -- 4- " x - - - - - - -
Spi OT ROW MAP SECTION NO 9460-1�0 ?()45 I �- - www.edc-inc.com
J STRUCTURE o I ti° ^ti\ (ROAD NO.S-608) /p9 ^^ m m \\"- " / EX.AT&T JUNCTION BOX z g2 EXISTING SPOT ELEVATION
5 M e (NOW COUNTY ROAD) b x - -__-__ --- - - ----
------ --- --- ------- -� ---- - - - -- -----e a �- o� --- 1��1r---- F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935
❑ FM----- FM-- �a �'. FM- -_ - FM-- --FM-----------FM-----------FM-----------FM----------FM--------- - --FM---- FM
- RNV - - ^ �g 62 ryp o� p ^ - � - - gs ___ ° __ - - - - - - - - - - - _ -1980- PROPOSED GRADES L.B.CERTIFICATE OF AUTHORIZATION 8098
Construct 30 LF 19'S6 EX.WATER METER �((of 20'DEDICATION TO SAINT LUCIE COUNTY ^° �
m 15"CMP @ 51.69% c� 7s> &BFPV I I (OR 1653 PG 714,OR 1693 PG 89) - N89°48'111"W 667.08 - EX. 10"B.F.P. SET 5/8"IRC
J
(TIE TO EX. 15"CMP W/ 9° I - 1 I"_ _ (LB8098) 26.55 PROPOSED GRADES
CONCRETE COLLAR) oX^° I I* �^ i Q Q Q EX.TOB I x n of I m EX. R/W LINE o
MIN PERIMETER BERM 20.25 NAVD ^ I I I ° q EX.2-1"B.F.P.'S WITH METERS �'
� I V EX. MOUND x�� D4x " I PROPOSED FLOW ARROW N
z (CONTRACTOR TO GRADE ^ ^a ^o I I09 Zp13 }
TO MATCH EXISTING) ^ ^ bed ti - - - - CJ Z I T - (OR BOOK 9557, PAGE 1228) ® EXISTING UTILITY POLE m w z 00 Q ❑ o J C w
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U o 20.25-I I7g3o 1y5o58 X^O. yo o^ ^00 20.25 I I x I I I I ❑ m ao < 0 -1 N
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w I o a J -�J II II - - - -- - - -- - - -- - - -- GOPHER TORTOISE L a w °� r v=) 0 a o 0 0 ^ �- I I I i III I
} I I _ ti° ti° oN`O SEE SECTION C-C I Q
m -- p ti I PROPOSED 30' 21.34 21.63 I M.E.21.34 I w o J Q o
z II to ^5 I ON SHEET 8 OF 11 21.13 1 ❑ a
LOCATION OF RELOCATED MODIFIED --- ti o� oo ti° ROW DEDICATION Q I EX.TOE OF BANK $ °�- e I a
a I I gyp. p• M.E.21.34 II o (D
EX.OAK TO BE PRESERVED
o EX.CONTROL STRUCTURE PER € II _ �(� U MIN PERIMETER BERM 20.25 NAVD o __ I __x r- „ " EXISTING I 0)
❑ 20.0> I (CONTRACTOR TO GRADE � \ __�i - \\ �� x AT&T RISER
¢ DETAIL ON SHEET 8 OF 11 I I I °a I
° ----�---- I TO MATCH EXISTING) -J t- 1 * I I EX.PINE TO BE PRESERVED
EX. 18 CMP __
Q ^ titi ti° (4:1 MAX SLOPE) 20.90 M E.21.05 `` -I JJ I� II EX.2"FORCE MAIN
�--- ----I---- o a INV(W): 19.12 8� � I
X^ ___�__- I EX.PALM TO BE PRESERVED
o_ I I INV(E): 19.11 "---
II I IQ INSTALL WHEEL STOPS(TYP) � III � -I � � I L - -- - - -- - - -- - - -- - - J O
N I -�_�___ I I
¢ ----I off_ INSTALL STRIPING TO MATCH 7%CB 19 0.7 M.E.20.71 III ` _ II z
- - I I EXISTING CONCRETE �
o I °^ Ih--ry- o --- -- I EX. PARKING STALL STRIPING 0 20.71 0� - I #� x I� ❑ ❑
" EX.WOOD SIGN
---� m
^o� ^900n� I pa
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ti� x e I -�
Z X I I Q
EXISTING ASPHALT
p. ti i
EX. INV. EL=16.57 21 02 3 �; -T I M I EXISTING
o I --+--- �I_ ___ _ III EAST PROPERTY LINE z
� N ^ I I STORAGE AREA#1 03 -- M
II---- ---a-�-- ^� I �* PREVIOUSLY PERMITTED 21.46 3 M.E.21.02 - �I =J �grP a O
O I - ep ° o �o y^ gyp`^j °O^ BUILDING HEIGHT:19' ;a --- (` 6. o I o 0 0 o w
EX.8"WATER MAIN ^ x
t-^9 x^a X,y° iz1 po ^ k� L X 6 250 SF -�9 is
�C PROPOSED
I ___ �°��( EX.CONCRETE �I I (� �) I EXISTING o o TRUGRID W/ROCK U) � g
l
° ---� WATER LINE (n w O
z II I °^ FLUME 21.46 €' -- - I� �I < Cn a 0
I�--- ----I---- *� 5° . h° r a� " O° M.E.19.43 ° D�H-1 ; ^ M.E.21.46 - I°� o w o O
❑ I I EX. 05"CMP ^a-� ^°. 81 - - -- - - -- - - -- - - -- PROPOSED ROCK ❑ v_>
U r--- - --I-- ° -ti - - - - ° - - -�- %r M 6 I -
0o I I e ry ^^ °0 3b a �p € x a� E.21.4 "
6'CHAIN LINK FENCE WITH -I�-- -�_ ® I m „ EXISTING I J 0 � w
o ^� .
BARBED WIRE I oti _;;(^ --6 - - - w... ..... �. \ o Q }
----I---- - � � �I- � � � -�=� ��� I 15'CMP I METAL SIGN I m caj o o �
8.5
r l ^ 0g o M.E.17.46 P-21 I I I I o o Of
= I --- - I s n\I ~ ~
IIr--- -�--- 1 ^�o I I I-o li I h 8 I� o PROPOSED w w 0
^9. " a MES-3 21.70
z ---I- m° M.E. d d " ° � � O STABILIZED PERVIOUS m w O z
O EX.OVERHEAD UTILITY I o° I ��L 7°j �� o d4" 21.20 I _�, 1 F 0 m U U) z
w a ^9--- ry $ X^ ^a a do a o d M.E. d I I I I I EXISTING I o o
Z ° ^°. ^off ---�---- o x °. X x "� a o d d M.E. -_ _ I // - rnI� INV EL=17.48 I ❑ o a U
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w
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- ~- x '--- ' I "I SURVEY NOTES: o a o a
0f I ~ --- --- M.E. M.E.M.E.19.91 7'CHAIN LINK FENCE 11 I w w w ❑ tr <
W CONNECT TO EX.2"WATER SERVICE IL w M.E.20.42 ^ M.E.20.25 ELECTRIC PULL BOX TYP I EXISTING
a ------ - L L O ( ) WITH BARBED WIRE t� LESS AND EXCEPT
o INSTALL 2"TEE AND GATE VALVE I I o� ° ^" by M.E.20.39 I I I I INV EL=17.31 PARCEL A L cn cn w w
a Q I �h °a ° yo 0 0 0 0 I o o It I ( ) ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH > > > ❑ a 0
Ir I OCCUPIED w w w ❑
'X^ a X^9 x^9 °a �° I °?� is x rz X" o is 41 X x I wl PARCEL ID:1431-111-0020-000-4 AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.88)AND ARE ¢ ?
2"WATER SERVICE TO BE DEFLECTED I I o p EX.FIRE LINE I : EX.WATER SERVICE �x I II GIVEN IN U.S.SURVEY FEET UNLESS OTHERWISE NOTED.
UNDER EXISTING 12"WATER MAIN IL _ M.E.20.30 I �° M.E.21.69
w I EX.FDC BOLLARD(TYP) j I N.G.V.D29=N.A.V.D.88+ 1.5 o N o 0 o w
(MIN 12"SEPARATION) I I �- I 21 25 X 21.25 I I i I I EXISTING o 0 0 0 0 ~¢
Lu
� - J I If w IA Oti ��21 ��� 60 0 oI I m \ M CONCRETE FLUME NOTE TO CONTRACTOR: N ° N oow I �- - X�° 22.00 X�o 22.00 n� 2.006 ti� ^ x : cs
�� I I I i I is I 1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEAD UTILITIES TO BE
Of INSTALL 925 LF 2"PE I I"- "- ti "- �` x --- - - -- �I�I� I CE PROVIDER PRIOR TO CONSTRUCTION. 1010 0 0 0"x I I I
_ 5% 5% Il 5% 5% °I 5% 5% " " N�L 'L 1 I L J-- I COORDINATED WITH SERVI
o WATER SERVICE TO BE PLACED MIN 3' , ----L--- o Xti° Ip� �h_ _._ - I EX.2"FORCE MAIN
w I I O O d y. c �_ -_1 1 I 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE COMMENCEMENT.
a FROM EXISTING 8"WATER MAIN I o o - __ r
a MIN 36"COVER Ir I--- I "o C� LL o C� I 10'EASEMENT 3. CONTRACTOR TO REGRADE&SOD ALL DISTURBED AREAS.
Q ( ) I L- -- I I ¢N O cn w o o cn ❑o N o cn I I I I I I� I �0.0' I I I (OR BOOK 1557,PAGE 1228) 4. THE LOCATION OF ALL EXISTING UTILITIES ARE SHOWN TO THE EXTENT
w ______
W N A O Q N � O W O II O w w w
m " I I THAT COULD BE DISCERNED ON AS-BUILT DRAWINGS AND/OR HISTORIC
¢ r- ----I--- x w w x 2 STORY CBS I «� I I " ` CONSTRUCTION PLANS FOR THE FACILITY.THE CONTRACTOR SHALL BE Q
wd �Mwi ° " A
) I b4 ¢LL ° 3.7/03.7/0l U I I U I I U I I BUILDINGIm "
� IL--- I � a 3.7%3.7% � a 3.7%3.7% m�� o o �
----I--- I w m m a a a U z C7 Z z o II -x RESPONSIBLE FOR CONFIRMING THE ACTUAL LOCATION OF EXISTING .
op CD 0 O� o���-o <� o�_ zp z_ o z FFE=21.93' I I IIX x
M.E.20.25 o r o o o o
U I I I a I o N I U I I O I I N ~ O I I �I ; I o UNDERGROUND UTILITIES.ANY DISCREPANCIES SHALL BE REPORTED TO W R
r N = N N N N U U
IL o I N❑c0 N N ❑_ N IN w N p v� U p II I I THE OWNER AND ENGINEER OF RECORD IMMEDIATELY. l//'w)
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z z m w ti ti w ; LL
14
oa I I -- if - a o 0 o a o Z X p I I 0 I I p� I I 11 0 i LL I WATER METER Q
Z I r_ o= W Uc U U II
Z I o° o° �� ml o°°4 (�° m @ U I ° o EXIST NGR VALVES Z
J o* `L° `ti° d 0 d d d I I I I I I I 1 STORY CBS � " I STORM SEWER INLET TABLE QXX X o [C-1
J LIFT STATIONao 0 o o a o I BUILDING I TOP EL=21.82' Z
w / y ) , "9 0� h. tia °ti e° e° e9 e^ n FFE=21.93'
^9 ^°�°� �e k �_ 22.00 22.00 22.01 Xti^ ^ ti^ L^ 30.0' I I EXISTING
�I o o° x I 21 90 M.E.21.93 ti^9^ ^ ^6° I LIFT STATION CONTROL PANEL Structure Name BOT TOP NORTHING EASTING RIM IN INV: OUT INV: BOTTOM Z Q J
°�� 9°� I o°�I b 21.60 a° 6ti oA he a�� �- - AIr TYPE TYPE ELEV. Q ., ^
^ yF X 1 21.90 21.81 ^ ^ ^ ^ ^ 68 Wyk-
n- ^� °^ x ^J M.E.2o.o0 9abry 21 85 �° 21.81 210.90 21.81 a9 aX X�^�� Xti X Xti X I Xti I z1 N?3 I' I" EXISTING CB-19 Type C USF 4155 6209 1145434.81 860813.03' 20.45 17.45(S) 16.45
ILL ^ 3 ^ o�Y 1 2 ^ I I I 2j�s3xti ^�° I �' ELECTRIC METER
^°� ^°fig I X� �0 2�A9k ^0� ^°O ^°`' 779 ,,'�� I y�� II 5 e� X `1x ti0 `I b DMH-1 4'DIA MANHOLE 1145338.61 860817.52' 21.20 17.45(N) 17.45(W) 16.45 Z
a x X ��--(- �Eti ;� . - ^0 �X ^ �I x EXISTING FPL W
o w EX.TOB I I I 20.00 I 22 03 260.0' >8ry�° X� 2 STORY����, ' �8> - I " TRANSFORMER PAD MES 3 --- --- 1145339.73 860761.77' --- 17.45(E) Q
w T I I 19.80 I OFFICE -�}---- I --- ♦C0'76 J
`-' I EX. FDC ^gym FFE=21.85' r^ti5 V♦
- I I I 21.85
oEX. BOTTOM ^60 6 385%I 2 2 EX.SANITARY PIPE 66 Q � X x �y° a PIPE TABLE
I I H °� z
NIc 11
o Z o I ^ i ^� I EX.WATER LINE Pipe Name Size Length Slope Material r Z O
0 INSTALL STRIPED ti I V
o - so 0 0l I STACKING AREA W/ I 5
N Hd 0 I (12)12x53 LOADING j P-20 18" 96 0.00% RCP LV
w g U V o I I ZONE SPACES I V
N (�
00 w z o a N I I P-21 14x23 56 0.00% Elliptial RCP 4
GRADE TO MATCH Xti Xti^ X�^ X
0f EX.BOTTOM I
I
3
o Z I PROPOSED BUILDING EXPANSION I j EX.FORCE MAIN
No Q DETENTIO
r a GRADE TO MATCH I AREA i 21.85 BUILDING HEIGHT:±26'
Z EX.TOB 58' 4 FFE=22.03' �� (�', �/
35% I @ ° I I �• itally signed
o w ° EXISTING -.
o w
= I STABILIZED PERVIOUS AREA(TYP) Xti ` • •
� ^`'� COVERED CONCRETE I D D i'6A
❑ I ti FFE:22.03 I I 1
w PER DETAIL ON SHEET 8 ^ti I •
' avid C
W N I I _ �75• JVO' 8137 ` -
w w L I 6 I i EX.CONCRETE FLUME ` * 5 ; , E.
N I , * = g ett P.E
a I I •
o, z STRIPING FOR SEMI-TRUCKS I ^
FOR VISUAL PURPOSES ONLY I I ^5 °^ x�o° ,: e' 2020'09'02
z I RELOCATE p° °� I i POO2 /yS. CMRAft ```� UITE20 8:38 -041001
'-46 ���
¢ EX. FIRE HYDRANT xti Xti^ I o 772-46 11 I I1,``
2 a o o I o
w o ; of co INSTALL 90'BEND AND lii (3)12x55 LOADING ZONE
Q z N I w m °' XTEND 6"WATER MAIN 58 LF I j SPACES(NOT STRIPED)
z o0 o O W/REQUIRED FITTINGS I I
W = I o INSTALL RELOCATED I I
z I m FIRE HYDRANT ASSEMBLY A i LESS PARCEL B AND EXCEPT 19-319
z o ti OCCUPIED
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~ v SEE SECTION D-D INSTALL (7)12x55 LOADING ZONE MATCH LINE SEE SHEET 7
Q 0 ON SHEET 8 OF 11 6"WHITE STRIPE
❑ SPACES(NOT STRIPED)
rn U)
M =
d, ~
0
N
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0
w
N
STRIPING FOR SEMI-TRUCKS
FOR VISUAL PURPOSES ONLY
MATCH LINE SEE SHEET 6
^00 � � I I I iN,I, _N /
STABILIZED PERVIOUS AREA(TYP) Xti I �� '`
PER DETAIL ON SHEET 8 9 AREA TO NOT BE
Xti^' I Ib TOP OF BANK CLEARED.AREA TO BE JE
JE
0.19 MIN PERIMETER BERM 20.25 NAVD REGARDED PER FINAL
6 r•- PARCEL ID:1431-112-0001-000-8
@ 192' I I TOE OF SLOPE (CONTRACTOR TO GRADE CONSTRUCTION PLANS. ENGINEERS Q SURVEYORS
DETENTION El I FND.5/8"IRC TO MATCH EXISTING)
"II �. ENVIRONMENTAL
TOE:19.70 A (LB8098) (14 1 MAX SLOPE) SEE SECTION B-B X�^ FND.5/8"IRC JE
0
AREA I °� TOB:19.50 (LB8098) I I 10250 VILLAGE PARKWAY
b rn O m o X b°oa I II I TOE:18.50 DRAINAGE ON SHEET 8 OF 11
W TOE: m I I SUITE 201
O COo
z I O w m INSTALL I I,o AREA'Q'
6"WHITE STRIPE kh _
❑ �, I I ti° CONTRACTOR TO I TOE:20.08 TOB:19.50 21417 21420 ^� ^3
W X I -x- "^�� PORT ST. LUCIE, FL 34987
RELOCATE EX.GRINDER. TOE:18.75 - TOE:0.00 ^
p No a ^�h °3L 20.75 �y M.E.20.12 CB_1 20.25 TOB:19.50 S89°48'11" 637.06 1269 ^� x y^'
0 I 6a o ti o CONNECT 2"FORCE MAIN I 2 1279 X C� 772-462-2455
x^0. ^otia ^ X x ti RELOCATE 1243
x TO EX. FORCE MAIN
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Q 20.46 I o x�° X ti°a X L°a E' TOE:18.50 0 1 71
INSTALL 24"x24"WIDE f-`- °P STABILIZED PERVIOUS AREA(TYP) I M.E.20.17 TOB:19.50 CO 1950. �o °
ti 19.90 ..
❑ 12"DEEP SUMP PER DETAIL ON SHEET 8 m
p o 19.80 p F.B.P.E.CERTIFICATE OF AUTHORIZATION 9935
T W1,I GRAVEL BOTTOM °' 19.90 w ~ 1187 L.B.CERTIFICATE OF AUTHORIZATION 8098
0 20.00 20.07 I I I X 19.90 O GT1 II
m �I I I I 3 19.86 ME)
9.86 19.86 19.86 19.86 19.86
a IN
Oh W W w �1204 TOE: 11184 o
L GRIN
INSTALL T
GRINDER I GORE STRIPING� INSTALL 625 LF M.E. M•E. M.E. M.E. I 1202 '��i O N
MES-2 2"FORCE MAIN 19.69 19.77 19.76 19.82 M.E.19.69 F °' 0 E I o
CN
1 0 ti ^ )4C :: 1201 0 m N
STATION e o
Z 00 '�--- '�------ -- ^O O � o N `.
PER DETAILS p �'--- - ---- - ------ - X� :. 1g. a 21189N m w z
2 6 D o f 0 ^ ^� Y } i 0
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o RIM:22.00 I I '0 w n o n X 188 m w z ¢ O
1.7 3 00 �' °
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0 0 0 0 �n o �n o 'L o X �6' X X A } o = w
LU W W W o 6 w of r- ca ai w of w o iLi w Off. �I ¢ U Z o Z O = ¢ d Q
} INSTALL 925 LF T �� o o I m ui w co W m ui m iL 0o o 11 2 r�l u- ❑ up-i o f o ❑
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z I I CB-20 W. Cg_g o 0 o O0211�3 _ a' O s a
2"PE I 1183 0 ❑
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20.14 00 00 00 00 u� u
0 WATER 19.80 19.65 rn N w ❑ d ¢
p,2 CB-11
q N 19.65 M I (_') rn
19.6�
19.65
i Co Q 0 19.65 19.65 ui iL
d 21.00 2 '�...^ CB-10 O O KX o 0 0 0 0 0 0 0 0/ o 0 o O O MES-1 0
p SERVICE TO BE u..,^'^;..�, CB-18 I � � �K ch 1/0 1/0 1/0 1/0 1/0 1/0 1/0 1/0 1 0 1/0 1/0 1/0 � � �? -
Q PLACED MIN 3' u, 20.9511 21.00 W.:::: IM
�.... W....... DETENTION AREA U rn
m..m............ ........ �.... �- - y �� y _ �� m �1190
20.25
FROM EXISTING No l P-18 P-17 P-16 P-15 P-14 P-13 P-12 P-11 P-9 N P-8 P-7 P-6 P-5 P-4 P-3 P-2 w °' I J q
Q 8"WATER MAIN iN 21.00 21.32 CB-17K CB-16 CB-15 CB-14 �� ° INSTALL 24"x24"WIDE JW 0
z MIN 36"COVER I 21.32 0 0 19.65 CB-13 X CB-12Y I 1/o CB-7 CB-5 CB-3 CB-2 TOB:19.50 qw
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p ( ) �Ln 19.65 �� 00 00 00 00 00 00 0 0o CB-6 0O 0o CB4 �� 12"DEEP SUMP o p
INSTALL 73 LF INSTALL±475 LF o o � cn u� n 0 0 0 0 n n n q q
¢ 21.32 ° ° 1% 1% - 1% 1% ° 1% 1% ° � 1% 1% ° 1% 1% ° 1% 1% ° 1% 1° ° n 1% 1% ^ ; x ^Lq ? D ai n a Q p p W/Y"-2"GRAVEL BOTTOM T5 2 d a Z
Iv 6"SDR-26 @ 1/0 12"PVC HEADER PIPE 19.65 r ai > �
c!) w -`y co w ��Co w -`y Co LLI 4'Co I.ii ^"Co LU ^"Co LLI Co LU 0 -fill
o INSTALL HANDICAP INSTALL C/O TO CONNECT TO CB-18 O O O O 0 0 0 0 0 0 0 0 0 0 ~- O O �-Go ui X^o u' C0 w co Lu Co w m o p 0 0 w SITE BENCHMARK ti^o d a Q
PARKING STALL ti - F p O O w O O w O O o SEE SECTION A A I a s o
_ (5'OFF BUILDING) 21.80 O
PER DETAIL TYP X o O w w
( ) ^ 9 0 0 19.65 ~ ~ ~ ~ ~ ~ O ^ ~ ~ ~ ~ a ON SHEET 8 OF 11 NAIL&TIN TAB N
19.65 19.65 19.65 19.65 0 0
21.80 n o 00 00 � � 19.65 o X ^ ^' L� ry
¢ o 0 � x � ti ^. ELEV.=21.67' ❑
z TRUGRID W/ _ 22.00 o n o 0 o o Ln � 0 19.86 L X I N - m
x 6�1 6w 20.00 poi �� �� �a �� w � X u>
ROCK(TYP) x^'X^o. ui o0 0 o o O o g^ o 6j I ui ad i s c o TOE:16.50 ¢
PER DETAIL w w 00 ui m is u m ^o' is w °° o o m m m ~ w
0o w Op uico w wm o oox o °O w � � w p > > ¢
o o O O o O O o TOB:19.50 0 w w Z
� ON SHEET 8 I e r a o v 19.86 0
o❑ PROPOSED ^ F p
e o o 3 oad 19.86 19.86 19.86 19.86 w J J
o0 0 �? o o X^ 3 < <a� o EX.TOB w w U)
n I o COVERED AREA#3 o ail
DRAINAGE O
DRAINAGE o 19.86 DRAINAGE DRAINAGE DRAINAGE DRAINAGE 20.25 20.25 2 ❑ Z
N I °r ` ❑ N 5,140 GSF N �"� ^o I AREA'J' 20.25 � Of ❑ w
m 00 AREA'I' I AREA W AREAL' AREA'M' AREA'N' MINIMUM PERIMETER 1031 0 0 ¢ 2
w o BUILDING HEIGHT:34' m m m ii 1--- BERM TO BE 20.25 NAVD I D3 N
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W DRAINAGE DRAINAGE DRAINAGE DRAINAGE DRAINAGE �^ DRAINAGE 20.25 20.25 20.25 DRAINAGE 1046 = fli W z ❑ Z
a DRAINAGE a 2 AREA'P' C �b > w "U
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FOUND 5/8"IR&C 3.9
a- STAMPED LB 6674 TOE:19.50 EX.PARKING STALL STRIPING INSTALL PARKING (LB8098) EX.4'BARBED w w w ❑ Of
O STALL STRIPING(TYP) FOUND 5/8" - n L w w o
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a MIN PERIMETER BERM 20.25 NAVD IRON ROD w w w ❑ ¢ w
2 FOUND CM MIN PERIMETER BERM 20.25 NAVD w oe ¢ � z
UNNUMBERED (CONTRACTOR TO GRADE S 0.02'
❑ CONTRACTOR TO GRADE Ad-
z HELD TO MATCH EXISTING) ( MIN PERIMETER BERM 20.25 NAVD W 0.60'
¢ ( ) TO MATCH EXISTING) CONTRACTOR TO GRADE
(4:1 MAX SLOPE) EXISTING ( FOUND 5/8"
o (4:1 MAX SLOPE) TO MATCH EXISTING NN 0 0 0 0 �
W SITE BENCHMARK ) IRON ROD IN BOX CUT N N N N ¢
IRON ROD ELEV.=21.56' (4:1 MAX SLOPE) (HELD) 00 N o o ❑
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0
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LEGEND
w
IL xz sz EXISTING SPOT ELEVATION
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0 50 Q
PROPOSED FLOW ARROW .. �_
U
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0 EXISTING UTILITY POLE Q
O IN FEET
0 LL
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I 1 inch = 50 ft. GOPHER TORTOISE Z Q
Z EX.OAK TO BE PRESERVED O
U 0 Q
EX.PINE TO BE PRESERVED �j Z
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SURVEY NOTES: Z (L Q
O EX.PALM TO BE PRESERVED Q J
a-
ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH
a AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.88)AND ARE ♦11
U EXISTING CONCRETE V
GIVEN IN U.S.SURVEY FEET UNLESS OTHERWISE NOTED.
o a N.G.V.D29=N.A.V.D.88+ 1.5 El W
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LU LU � Q J
N T ❑ EXISTING ASPHALT ♦^
o V♦ A/
ILL STORM SEWER INLET TABLE V
Z o o n PROPOSED
66 O o o TRUGRID W/ROCK 08 P
v o Structure Name BOT TOP NORTHING EASTING RIM IN INV: OUT INV: BOTTOM ♦♦^^^
o z TYPE TYPE ELEV. V D
Z CB-1 Type C USF 4155 6209 1144625.22 861061.03' 17.50 15.50(S) 14.50 PIPE TABLE PROPOSED ROCK Z EL O
\ W_
00 o CB-2 Type C USF 4155 6209 1144498.12 861348.61' 17.50 15.50(E) 15.50(W) 14.50 Pipe Name Size Length Slope Material 4 / U
Q^
Y w CB-3 Type C USF 4155 6209 1144498.28 861300.69' 17.50 15.50(E) 15.50(W) 14.50 ° Elliptial ❑ STABILIZED PERVIOUS U) P-1 14x23 126 0,00/o RCP 0.ILL
J
15.50E 15.50 W H
� 0 CB-4 Type C USF 4155 6209 1144498.31 861252.59' 17.50 (E) ( ) 14.50 P-2 14x23 28 1.79% Elliptial RCP N
❑ z
LU
CB-5 Type C USF 4155 6209 1144498.52 861204.63' 17.50 15.50(E) 15.50(W) 14.50 P-3 14x23 48 0.00% Elliptial RCP
NOTE TO CONTRACTOR:
3 U)i CB-6 Type C USF 4155 6209 1144498.73 861156.66' 17.50 15.50(E) 15.50(W) 14.50 0 1. IMPACTS TO EXISTING UNDERGROUND OR OVERHEAD
7 z P 4 14x23 48 0.00/o Elliptial RCP
o Z UTILITIES TO BE COORDINATED WITH SERVICE PROVIDER
No ¢ CB-7 Type C USF 4155 6209 1144498.73 861108.53' 17.50 15.50(E) 15.50(W) 14.50 5 0
N P-5 14x23 48 0.00/o Elliptial RCP PRIOR TO CONSTRUCTION.
N ¢ 5 15.50(E) 2. ALL PIPE ELEVATIONS SHALL BE FIELD VERIFIED BEFORE `�,�� �
z CB-8 TYPE E USF 6290 1144498.90 861060.53' 17.50 15.50(W) 14.50 P-6 14x23 48 0.00% Elliptial RCP COMMENCEMENT. �` ��
LU 15.50(N) �` C• �� itally signed
3. CONTRACTOR TO REGRADE&SOD ALL DISTURBED AREAS. -
Uj P-7 14x23 48 0.00% Elliptial RCP D Q. AU6 I�• ! �
CB-9 Type C USF 4155 6209 1144347.57 861030.05' 17.50 15.50(N) 14.50 4. THE LOCATION OF ALL EXISTING UTILITIES ARE SHOWN TO A
z P 8 14x23 48 0.00% Elliptial RCP THE EXTENT THAT COULD BE DISCERNED ON AS-BUILT EL 75� `;��,� David C
LU CB-10 5 TYPE E USF 6290 1144498.77 861012.61' 17.50 15.50 E 15.50(W) 14.50 DRAWINGS AND/OR HISTORIC CONSTRUCTION PLANS FOR 1�* • No. 8 15
rn Lu
15.50(S) P 9 14x23 48 0.00% Elliptial RCP THE FACILITY.THE CONTRACTOR SHALL BE RESPONSIBLE • e}}' P.E.
a FOR CONFIRMING THE ACTUAL LOCATION OF EXISTING •r • * g l l r C
z CB-1 Type C USF 4155 6209 1144498.93 860964.61' 17.50 15.50(E) 15.50(W) 14.50 P-10 14x23 152 0.00% Elliptial RCP UNDERGROUND UTILITIES.ANY DISCREPANCIES SHALL BE
U) CB-12 Type C USF 4155 6209 1144499.08 860916.61' 17.50 15.50(E) 15.50(W) 14.50 ° Elliptial RCP REPORTED TO THE OWNER AND ENGINEER OF RECORD �� •� i((�� to• 0�0.0 J•0�
l7 W P 11 14x23 48 0.00/o p IMMEDIATELY.
❑ 102 yB � �p1$_Jf�ep�^��fE 201
o CB-13 Type C USF 4155 6209 1144499.24 860868.61' 17.50 15.50(E) 15.50(W) 14.50 P-12 14x23 48 0.00% Elliptial RCP PO Lit," �
oa CB-14 Type C USF 4155 6209 1144499.39 860820.62' 17.50 15.50(E) 15.50(W) 14.50 P-13 14x23 48 0.00% Elliptial RCP
2 w
Q z CB-15 Type C USF 4155 6209 1144499.30 860772.61' 17.50 15.50(E) 15.50(W) 14.50 P-14 14x23 48 0.00% Elliptial RCP
z
Cr = CB-16 Type C USF 4155 6209 1144499.46 860724.61' 17.50 15.50(E) 15.50(W) 14.50 P-15 14x23 48 0,00% Elliptial RCP
z 19-319
o
CB-1 Type C USF 4155 6209 1144499.85 860676.62' 17.50 15.50(E) 15.50(W) 14.50 P-16 14x23 48 0.00% Elliptial RCP
z
w CB-18 Type C USF 4155 6209 1144499.77 860628.62' 17.50 15.50(E) 15.50(W) 14.50 P-17 14x23 48 0.00% Elliptial RCP
o x
LU CB-20 Type C USF 4155 6209 1144533.05 860536.35' 19.50 15.50(E) 15.50(W) 14.50 P-18 14x23 48 0.00% Elliptial RCP
Q- o
LU
w MES-1 --- --- 1144497.89 861376.61' --- 16.00(W) --- P-22 14x23 98 0.00% Elliptial RCP 7 O F 12 0
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❑ MES-2 --- --- 1144570.23 860431.82' ___ --- P-23 14x23 111 0.00% Elliptial RCP
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