10-02-15 Gate Gas Station 535 Atlantic Blvd.Part 1GAT UM
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VICINITY MAP
PROSSER
TM
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
p 904.739.3555 If - 904.730.3413 e- info@prosswhalbdcwm
Fla. Certificate of Authorization No.: 00004050
ENGINEER OF RECORD:
� 62576
Iz 1 1S"
NTS
� 91 OMNTR M_ T1 I
NOT A PROSSER WORK PRODUCT
L-1 LANDSCAPE PLAN
IR -1 IRRIGATION PLAN
PHOTOMETRIC PLAN
ISSUED: OCTOBER 12, 2015
No.
COVER SHEET
Revision
SURVEY
C1.0
GENERAL NOTES
C2.0
EXIST. CONDITIONS/DEMOLITION PLAN
C3.0
SITE LAYOUT PLAN
C4.0
PAVING, GRADING AND DRAINAGE PLAN
C5.0
UTILITY PLAN
C6.1—C6.2
GRADING AND DRAINAGE DETAILS
C7.1—C7.11
UTILITY DETAILS
C8.0
EROSION AND SEDIMENT CONTROL DETAILS
C9.0
STORMWATER POLLUTION PREVENTION PLAN
C10.0
STORMWATER POLLUTION PREVENTION PLAN
—CONTRACTORS CERTIFICATION
NOT A PROSSER WORK PRODUCT
L-1 LANDSCAPE PLAN
IR -1 IRRIGATION PLAN
PHOTOMETRIC PLAN
ISSUED: OCTOBER 12, 2015
No.
Date
Revision
1
10-12-15
CITY OF ATLANTIC BEACH
Prosser No. 114001.01
C -A14 N E_.)
Date.v
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SCANNED L
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Date: LL,
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OCT „ ? 2015
91
N
I
FND 1/2" 1
NO ID
1 I
FIRST AMERICAN TITLE INSURANCE COMPANY
FILE NUMBER 2080-3202172
EFFECTIVE DATE: JULY 10, 2014
SCHEDULE B - SECTION 2
EXCEPTION
RECORDED
RIGHT OF WAY
P.B. =
DESCRIPTION
COMMENTS
NUMBER
DOCUMENT
IRON ROD
CLF =
CHAIN LINK FENCE
CONC =
9
DEED BOOK 827,A 90
RESTRICTIVE AGREEMENT
DOES NOT AFFECT
FOUND
WBF =
WOOD BOARD FENCE
BLANKETS LOTS 789, 790, 793, 794, 798, 803,
BACKFLOW PREVENTER
BGV =
BELOW GROUND VAULT
805, 807, 808 & 809; 5' PERPETUAL EASEMENT
FIBER OPTIC CABLE
CB =
CATCH BASIN
ON LOTS 789, 790, 793, 794, 798, 808 & 809
ACTUAL
P =
PLAT
SHOWN HEREON
10
O.R.B. 3472, PG. 821
GUARD POST
RESOLUTION
REMOVES 5' PERPETUAL EASEMENT
QS =
SANITARY SEWER MANHOLE
[103.8] =
PERPENDICULAR BUILDING TIE
FROM LOTS 803, 805 & 807
11
O.R.B. 4513, PG. 364 1
JEASEMENT
FOR DRAINAGE AND UTILITIES
SHOWN ON LOTS 805 & 806
13
PLAT BOOK 10, PAGE
MATTERS SHOWN ON RECORDED PLAT
BLANKETS SITE
14
O.R.B. 13362, PG. 4
ASSIGNMENT I
BLANKETS SITE
JOB No. 2014-315
CONC WALK
a
c
Map Showing a
Boundary Survey
LOTS 788 THROUGH 799 AND 803 THROUGH 809, INCLUSIVE, AS SHOWN ON
THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED 1N PLAT BOOK 10, PAGE 8
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: GATE PETROLEUM COMPANY
ROGERS TOWERS PA
FIRST AMERICAN TITLE INSURANCE COMPANY
LSREF2 CHALK REO, LLC
ASPHALT
GENERAL NOTES
STURDIVANT AVENUE
(50' R/W)
ATLANTIC BOULEVARD
(105' R/W)
1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF
ATLANTIC BOULEVARD AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM,
FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT.
2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN.
3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE
GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT
SHOWN OR LOCATED.
4. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (AREA DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODP'LAIN), AS SHOWN ON FLOOD
INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013.
HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE.
5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL.
UTILIZE THE GRAPHIC SCALE AS SHOWN.
6. SITE SHOWN HEREON CONTAINS 64,974 SQUARE FEET (1.492 ACRES).
PARTY CHIEF: HENDERSON F.B. 805L ,Pg. 50-53 CAD FILE: 2014-315.DWG CHECKEED BY:��
h
ASPHALT
ASPHALT
LEGEND
R/W =
RIGHT OF WAY
P.B. =
PLAT BOOK
IP =
IRON PIPE
IR =
IRON ROD
CLF =
CHAIN LINK FENCE
CONC =
CONCRETE
OHU =
OVERHEAD UTILITY
FND =
FOUND
WBF =
WOOD BOARD FENCE
BFP =
BACKFLOW PREVENTER
BGV =
BELOW GROUND VAULT
FOC =
FIBER OPTIC CABLE
CB =
CATCH BASIN
A =
ACTUAL
P =
PLAT
4 =
MAILBOX
® =
GUARD POST
=
LIGHT POLE
QS =
SANITARY SEWER MANHOLE
[103.8] =
PERPENDICULAR BUILDING TIE
® =
NUMBER OF REGULAR PARKING SPACES
=
HANDICAP PARKING SPACE
-�=
SIGN -
® =
CLEAN OUT
m =
PROPANE TANK
=
WATER VALVE COVER
E-� =
WATER METER
0 =
TELEPHONE PEDESTAL
R2, =
POWER POLE
X =
FOUND X -CUT
=
FOUND 1/2" IRON PIPE - NO ID
(UNLESS NOTED OTHERWISE)
Q =
SET 1/2" IRON PIPE "CLARY ASSOC"
Z�
>to
V)
❑HU
GRAPHIC SCALE
20 0 10 20 40 8(
Ell
DATE: 8-14-14
( IN FEET )
1 inch = 20 ft.
11-03-14 JRS N/A REVISED TO SHOW ACREAGE, NO FIELD WORK THIS DATE.
REMSI0N DATE DRAFTER WORK ORDER N0. REASON FOR REVISION
THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES, UNLESS OTHERWISE SHOWN
AND STATED HEREON.
THIS DRAWING, SKET04 PLAT OR VAP IS NOT VALID
UNLESS IT BEARS 1`
i GNa:r K -ANk—r D THE ORIGINAL
Clar
Y&Associates
1R
RAISED SEAL n A ,IDA LICENSSURVEYOR AND
MAPPERAP11R J-17, FLORIDA A 1MIFIISTRAIIVE CODE).
PROFESSIONAL SURVEYORS & MAPPERS
ol LB NO. 3731
3830 CROWN POINT ROAD
JACKSONVILLE, FLORIDA 32257
(904) 280-2703
WWW.CLARYASSOC.COM
GREGOo `ldK-�; F.S. —GE
77 FILE No.SS-305:,b
Map Showin a Topographic Survey of
LOTS 784 THR GH 799 AND 802 THROUGH 809, INCLUSIVE, AS SHOWN ON
THE PLAT OF TION N0. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8
OF TH RRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
'FOR: GATE PETROLEUM COMPANY
i
PHALT
0
INV SW= -2.57
by
TOP=5:99
INV=2.14 BENCHMARK h
ELEV=6.01 (NAVD88)
PK NAIL AND CLARY ELEVA11ON DISK
IN CONCRETE DRIVEWAY TOP=5.85N INV SW=3.03
S71WIVAN'P AVENUE I P
(50' R/W)
Q
ASPHALT / o
J
RIM=6.11
4G /
H NOT F USE 6.59 646 8.65 ^iy / � +6.77
718 g 0g 6 $4 661 RIA 7 LL TR WATER I / INV NE= -1.40
\ BOTTOM STRUCUTE=3.62 I THROAT=5.11 INV E=0.00
INV W=2.73
INV E-2.74 /
RIM=7.61 � 8" .PVC oy o� I INV=3.05 10" PVC INV W=-1.35 373.78 INV W=9��7
UNABLE TO OPEN Q-SS-SS-9S-SS-SS--SS-SS SS SS SS SS SS 6 SS SS $ SS SS SS SS SS SS SS SS SS SS SS SS SS / SS INV 5=3.04 8" PVC
6.33 6J9 EP 6.28 6.39 S SS SS SS ---
6. 0 EP 6. 0 a 6.50 .2 6.31 .29 6.32 64,72
6.58 E.48 6.41 8+3 8.38 g,2+ 6.2 s•W` FOR DIRECTION ONLY
c
6.11 5 6 1
_ .45 6'28 g,.R4 �44
FOR
TO NOT BE IN USE, NO
6.51 6.46 8.83 ASPHALT otic =._fir 6.41 CONIC 6.1 25 + CONIC DRIVE 8.38 CONIC DRIVE 8.45 g,0+ +5.9 �_ MANHOLE FOUND TO THE SOUTH
8.68 6.7 6.80 6.89
8.88 6.8 6.4 6 6.58 INV NE53 81 6 +
C(b--qHu ❑Hu qHu qHu 6.89 Wil-_ 6 nq[l6.65 i91./1�5
74nw, -nwll6.96 7.0 qHU OHU qHU
7.10 589'24'20"W L76' WgF A� s.7o S89'24'20"W 49.85' 7.08 .12I 6.52 Ii O 7.16�-_ I I7+ 7+2 ®® CNC FLUME I 6 573 49.73' A I 8.88 I6.91 8.81 I ASPHALT OBJ6.7 7127 1CONICTRANSFORMER PAD M,d. 6.89 7.06 6.717
ELEV-8.08 i I f i +7.67 o I -DUMPGTER AREA RIM=6.90 II 7 06 RIM=8.8 +6.58.63 6 99
L
7.1+ D FU O OF WA E 7 04 FUNLOLT I WATER x 6.317.3 7. 6 7.121 I i
BOTTOM STRUCU =4.56 B 0 CUTE®4 70
�LO
a
C^Qo-qHU qHU qHU DHU-
7 7.32 I I 6'
8.25 WBF I I I O 1
j � I 59.8' I r; l O ,�O I 9 I
.87 I I CONIC A/C PAD ID GRASS p 1= 1
z I
G 7.02 j ELEV=7.20 j ip VERHANG
I t 1-:I
CONCRETE PARKING AREA
801
w
v I 1 1 AND 2 STORY BLOCK AND STUCCO I
�
� 1 .28 I I I
a I I ASPHALT
8 �
I I I I I
CN
I I I i I i
i I
I I I I I I
7+0 7.06 7.251
i I I I I I
GRASS CONIC BLOCK WALL
I I I I I I
7.24 1 8.6' I 14.5' 29 FFE=8.29 I I I
8.71J..772 7.301 8.15 8{25 r (AT DOOR) FFE=7.987.41 I I 3 `D 1 (AT DOOR) (AT DOOR)
7.32 7.61 8.08 1 8.22 ,4.3' 1 43.9' 0.4' 7.64 98 7.69g71 77
5 7135 V CLF BIKE RACK 113' 7'77 2ND STORY COVERED WALKWAY, COVE ED CONIC WALK BELOW 1
9.3E 9-3---------7.4 ----------- XIX -x --x- -- °3-------- ------------------ I -------------r---------
'7-- x'Tx-:f"�'X.,�X`�-'_X_ tp 'r----- -I--- `-----I------------- T -------------
I I I I w 8.25 7.69 92.9' 7.5
I I I IL m 7.63 0
.44
I I I 7 I .24 I i^ I Cd aj
g -
I I I II 1 z m
I1!IIIII III U I1I �II�II III III j Oi �
70
fO I ao C4 TC=9S 7.50
1 AND 2 STORY COQUINA 7 R SHAFT EP=7 1II J/
0�I
N
(TYP®I7C.'A
FFE=9.62 ' �g, (TYPICAL) O I 11 1
1 v I 5TAIRiI
) 6
1748 STAIR iI g' ygF .39 .59 7.5 1
7.5 5 7.9 46 7 0
I 7�
o 1 7.42 7.02 .03
7+4 NO PARKUNG II
TOP=6.89
I I I II I I I I ISL I
I I 7+0 1 1 0 I I I I/ �UNABLEDTO ETDINVERTS� I ASP ALT
I 9.42 9.30 ;; 14 I � 1 6' WBF I I I Q�V I I
I I A
I 9.3 8.18 8.31 I I ASPHALT
pp I I
I I W I II I I I I I I I
8 32 .19 Q I I 7.7 I I pao I I i I
I I v I 7 7.80 I i I I I I I I
I I I PLASTIC A/C PAD CI I
�i 02�44788 J/
9 1 I 79 1 793781 782 783 fR � 784 785 7 790 I I
7D4 79
I I8
0;
7.51
7.66 7.165 7. 7. 7.54 pp0 7.55 1 7 5 1 9 7.461 1 7,631 7.01
0
3
h
I 1 I.5 C3�G I ONC CONC
7.7.2
I 7.34 7.317
I
7.491
o GOA
1 1
1 7.74 7.73 •6 7.61 141.2' 7.60 7.63 I 4 7.61 7.64
j ASPHALT
7.50
DATUM 1983/1990 NGS ADJUSTMENT.
i CONC A/C PAD i FIBERGLASS A/C PAD
ELEV=7.90 CONC A/C PAD 1 PLASTIC A/C PAD I ELEV-7.85
7.59
71179 I ELEV=7.90 I ELEV=7.43 I
I i
1
IT IS A TOPOGRAPHIC SURVEY FOR
I
8 2 i 803
18.30
I I
; 804 i 805 i 806 i 807
I
1.35 I
3. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SH 1'I
I I I I
I 1 I
ASPHALT I 1
1
4. THIS SURVEY ONLY SHOWS IMPROVEMENTS/ STRUCTUR
I I I
I I I
W- 1
GROUND IMPROVEMENTS/ STRUCTURES, IF ANY, ARE NT
I I I I
v I 1 1 AND 2 STORY BLOCK AND STUCCO I
�
� 1 .28 I I I
a I I ASPHALT
8 �
I I I I I
CN
I I I i I i
i I
I I I I I I
7+0 7.06 7.251
i I I I I I
GRASS CONIC BLOCK WALL
I I I I I I
7.24 1 8.6' I 14.5' 29 FFE=8.29 I I I
8.71J..772 7.301 8.15 8{25 r (AT DOOR) FFE=7.987.41 I I 3 `D 1 (AT DOOR) (AT DOOR)
7.32 7.61 8.08 1 8.22 ,4.3' 1 43.9' 0.4' 7.64 98 7.69g71 77
5 7135 V CLF BIKE RACK 113' 7'77 2ND STORY COVERED WALKWAY, COVE ED CONIC WALK BELOW 1
9.3E 9-3---------7.4 ----------- XIX -x --x- -- °3-------- ------------------ I -------------r---------
'7-- x'Tx-:f"�'X.,�X`�-'_X_ tp 'r----- -I--- `-----I------------- T -------------
I I I I w 8.25 7.69 92.9' 7.5
I I I IL m 7.63 0
.44
I I I 7 I .24 I i^ I Cd aj
g -
I I I II 1 z m
I1!IIIII III U I1I �II�II III III j Oi �
70
fO I ao C4 TC=9S 7.50
1 AND 2 STORY COQUINA 7 R SHAFT EP=7 1II J/
0�I
N
(TYP®I7C.'A
FFE=9.62 ' �g, (TYPICAL) O I 11 1
1 v I 5TAIRiI
) 6
1748 STAIR iI g' ygF .39 .59 7.5 1
7.5 5 7.9 46 7 0
I 7�
o 1 7.42 7.02 .03
7+4 NO PARKUNG II
TOP=6.89
I I I II I I I I ISL I
I I 7+0 1 1 0 I I I I/ �UNABLEDTO ETDINVERTS� I ASP ALT
I 9.42 9.30 ;; 14 I � 1 6' WBF I I I Q�V I I
I I A
I 9.3 8.18 8.31 I I ASPHALT
pp I I
I I W I II I I I I I I I
8 32 .19 Q I I 7.7 I I pao I I i I
I I v I 7 7.80 I i I I I I I I
I I I PLASTIC A/C PAD CI I
�i 02�44788 J/
9 1 I 79 1 793781 782 783 fR � 784 785 7 790 I I
7D4 79
I I8
0;
7.51
J
3'� PVC 0, 1
0
3
h
W LINE OF ATLANTIC BOULEVARD
INV = INVERT
)0
RIDA EAST ZONE, NORTH AMERICAN
I1i 1iII
16 IIIII
IIIII
DATUM 1983/1990 NGS ADJUSTMENT.
29.6'
8.13
2. THIS MAP DOES NOT REPRESENT A BOUNDARY SUR
1
IT IS A TOPOGRAPHIC SURVEY FOR
ID = IDENTIFICATION
18.30
IIII IIIiI
OP r I
Ii
796
3. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SH 1'I
I I 9Q
1 STORY' S1t7CCO AND WOOD FRZ29 `o OyG
0.8
1
4. THIS SURVEY ONLY SHOWS IMPROVEMENTS/ STRUCTUR
8.2 4r
GROUND IMPROVEMENTS/ STRUCTURES, IF ANY, ARE NT
OWN OR LOCATED.
7.82) EDGE OF PAVEMENT
z
CONCRETE I PARKING AREA
(NAVD '88) AND ARE REFERENCED TO A FOUND NAIL, EL
B
I
S
HOi
I I I I 1
I I
i
7.63 7•;39
2 $TORY STUCCO AND
I WOOD
I
I I I 16 I I
I I
GRAPHIC SCALE AS SHOWN.
8.50 cc _
1. ,m
\
FRAME6
o I I I I
I 8.33
7+7 f*6
to
8.41 8.41 Cd
FFE=8.48
I
Z
8. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC,
I. 49.0a
g
1
I I
I
8.27 1 8.1
I
1772769
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i1III
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.83
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JOB No. 2014-318 D k
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�6'
II
.36 8.52
VI YL GATE
8.54
7.7258. 574
I
a ,� CONIC SM
N$9'25'12"E
BElMABSI1II
ASPHALT
[�173 8.10 (NAVD88)
ELEV=ASPHALTINN89-26►12E
K NAIL AND CLARY ELEVATION DISK I I
SIG
50.x(P&A)
J0.00' (P&A)
" 1
N892512E IN ASPHALT PARKINGI LOT 300.08'
8.53 854
-P-
CONIC SWK CONIC SWK 07
8.11 30.4'
8.4 2
CONC SWK 7.96
8.06
300.08'
8.2 8
8.57 8.40 8.29
CONC SW CONC DRIVE
8.34 8.18 8.02
CONIC DRIVE
8.10
CONIC SWK
8.08 pip 8.12 8.09 8.G9-__/
- - CONIC DRIVE CONIC DRIVE CONIC SWK
8 8 24 8 3 814 7.99 CONIC DRIVE 7.94 / 7.96
2 8.30
qHU qHU qHU-----qHU U qHU qHU 1
EP
2.0' CONC CURB
8.60 845 8.14
ASPHALT
8.77 8.44+ 8.37
8.97, EP
GRASS ISLAND BFp
7
ASPHALT
GRAPHIC SCALE
PARTY CHIEF: HENDERSON
TO� oz I #a
EP -7.38
INV=4.211
I0
v
I
I
I
TOf *95
INV N=4.13
INV S-3.72
I
I
Ii
IW
h�v
I
I
I
CI�
TOFT.41
INV N=3.54
D
F.B. 805IL ,Pg. 50-53
qHU qHU qHU qHU 8.09 qHU
7+5
7.457.50
7.29 t7.8
7
Q
08
W
m
E0
7.95
809
7+3
6.2
6.9+ +
I
I v 6.9 7+0
I pppmp
'OD
7.3+
7.55 7.93 I tq Chi 7+2
I®o
O 6.93 7,29
I Z
7• 7.89 1 7+5
6.92
i 7.04 7.06
7.62 7.59
J
71 iI
7. 4 �SPHALT
Q a-
� � 7.68
h 1 O I �
LO
I 7.9 8.22 � Lo
i I 8.296' 6' W8F
I I 8.0A.
I I 134' 3' 8.30 co
GENERAL NOTES:f
J
3'� PVC 0, 1
INFO = INFORMATION
1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY
W LINE OF ATLANTIC BOULEVARD
INV = INVERT
AS N89`25'12"E PER STATE PLANE COORDINATE SYSTEM,
RIDA EAST ZONE, NORTH AMERICAN
BFP = BACK FLOW PREVENTER
DATUM 1983/1990 NGS ADJUSTMENT.
i
8.13
2. THIS MAP DOES NOT REPRESENT A BOUNDARY SUR
1
IT IS A TOPOGRAPHIC SURVEY FOR
ID = IDENTIFICATION
BOUNDARY SURVEY, SEE CLARY & ASSOCIATES FILE NO.
-3059, SS -3060, SS -3061.
796
3. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SH 1'I
I I 9Q
1 STORY' S1t7CCO AND WOOD FRZ29 `o OyG
PROFESSIONAL SURVEYORS & MAPPERS
LB NO. 3731
1
4. THIS SURVEY ONLY SHOWS IMPROVEMENTS/ STRUCTUR
SITUATED ABOVE GROUND. BELOW
CONIC = CONCRETE
GROUND IMPROVEMENTS/ STRUCTURES, IF ANY, ARE NT
OWN OR LOCATED.
7.82) EDGE OF PAVEMENT
5. ELEVATIONS SHOWN HEREON ARE BASED UPON N�R
AMERICAN VERI1CAL DATUM 1988
FFE = FINISHED FLOOR ELEVA77ON
(NAVD '88) AND ARE REFERENCED TO A FOUND NAIL, EL
TION=8.41 (NAVD '88) -SET ON THE
c�0
TOP OF CURB ON THE SOUTH SME OF ATLANTIC BLVD, IN
E K -MART PARKING LOT.
DIA DIAMETER
7.63 7•;39
--x-x-x- = FENCE SIZE,TYPE AS NOTED
( )
6. THIS DRAWING MAY HAVE BEEN ENLARGED OR RECU
FROM THE ORIGINAL. UTILIZE THE
GRAPHIC SCALE AS SHOWN.
8.50 cc _
1. ,m
\
Cn
i
8.5 45 1 8.3
7.98
7. +7.3 DENOTES SPOT ELEVATION ON GROUND.
to
8.41 8.41 Cd
I
I I M
�>, I 'OVEREQ CONIC ^i 7.82
Z
8. +7.38 DENOTES SPOT ELEVATION ON ASPH, CONC,
I. 49.0a
1
8.27 1 8.1
LL
-v- I o 7.90
i
go
.83
I i 0
JOB No. 2014-318 D k
ING: GCC
.36 8.52
8.57 8.51 ® .^* a
o �, CONIC DRIVE o �� CONIC SWK - R_nA
8.54
„ CONC DRIVE
a ,� CONIC SM
8.60 845 8.14
ASPHALT
8.77 8.44+ 8.37
8.97, EP
GRASS ISLAND BFp
7
ASPHALT
GRAPHIC SCALE
PARTY CHIEF: HENDERSON
TO� oz I #a
EP -7.38
INV=4.211
I0
v
I
I
I
TOf *95
INV N=4.13
INV S-3.72
I
I
Ii
IW
h�v
I
I
I
CI�
TOFT.41
INV N=3.54
D
F.B. 805IL ,Pg. 50-53
qHU qHU qHU qHU 8.09 qHU
7+5
7.457.50
7.29 t7.8
7
Q
08
W
m
E0
7.95
809
7+3
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ELEC = ELECTRIC
INV = INVERT
SQ = SQUARE
PVC = POLYVINYL CHLORIDE PIPE
BFP = BACK FLOW PREVENTER
RCP = REINFORCED CONCRETE PIPE
NO. = NUMBER
C.B. = CATCH BASIN
I.P. = IRON PIPE
C.I. = CURB INLET
ID = IDENTIFICATION
M.H.. = MANHOLE
TC = TOP OF CURB
A/C = AIR CONDITIONER
__. CP = CONCRETE PAVEMENT
W/ =WITH
FL = FLOWLINE
PROFESSIONAL SURVEYORS & MAPPERS
LB NO. 3731
EP = EDGE OF PAVEMENT
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CLF' = CHAIN LINK FENCE
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(TYPICAL, UNLES NOTED
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m = PROPANE TANK
t = LIGHT POLE
® = GUARD POST
QD = STORM DRAINAGE MANHOLE
SQ = SANITARY SEWER MANHOLE
® = CLEANOUT
119 = SANITARY SEWER VALVE
® = WATER VALVE
<3 = WATER METER
El = TELEPHONE WIRING BOX
-a- = INFORMATION SIGN POST
cla.) = U1ILITY POLE
= FIRE HYDRANT
O = NUMBER OF REGULAR PARKING SPACES
= HANDICAPPED PARKING SPACE
DATE: 08-10-2014
8.20
8.73
8.09
ATLANUC BOMVAM
(105' R/W)
ASPHALT
REVISION DATE DRAFTER WORK QRDER N0. REASON FOR REVISION
THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES, IN CHAPTER 5J-17,
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES, UNLESS OTHERNASE SHOWN
AND STATED HEREON.
THIS DRAWING 5(E7C3°__,� x`�.,..aT' OR MAP IS NOT VAUDUNLESS IT
RAISED SEA OW A FLORIDAXUCRN " SDS SURVEYOR
E�I��_
cia]rY
Q� q
&Assoc�i tes
AND
MAPPERtAPTER�-17-FLORID ADMINISTRATIVE CGDE).
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PROFESSIONAL SURVEYORS & MAPPERS
LB NO. 3731
3830 CROWN POINT ROAD
�j� JACKSONVILLE, FLORIDA 32257
(904) 260-2703
-- +-•�
WWW.CLARYASSOC.COM
GREGOR"i ��Cl Y, P.S.M. CE� O. 3377
BILE No.SS-3061
1.
GENERAL NOTES:
Topographic boundary su y
eluding property lines, legal description, existing utilities, site
18.
Contractor to coordinate all work with other utility installations
not covered in these plans (Electric,
topography with spot elev to
outstanding physical features and existing structure locations
Telephone, Gas, Cable, etc.) and allow for their operations
and construction to be performed.
was provided by CLARY A
OCIATES.
19.
Cut and fill slopes shall not exceed 4H:1V unless otherwise
noted.
2.
Prosser, Inc., Planners and
'f
neers and its associates will not be held responsible for
20.
Contractor shall repair or replace in-kind any damage that
occurs as result of his work.
the accuracy of survey or
esign errors or omissions resulting from survey inaccuracies.
21.
All soils test reports shall be submitted to the Engineer for
review and approval.
3.
All phases of site work fp
project shall meet or exceed the City of Atlantic Beach site
22.
For all trench excavations which exceed five feet (utilities
and storm), the following shall be adhered
work specifications.
to:
a. Contractor shall follow OSHA Standard 29 CFR, section
1926.650 subpart P, which is now a part of
4.
The contractor shall be h d
lely responsible for and shall take all precautions necessary
Laws of Florida Chapter 90-96.
to avoid property damago
jacent properties during the construction phases of this
b. The Contractor shall provide written assurance of compliance
with this law.
project.
c. A separate price item shall be included in their base
bid identifying the cost of compliance
5•
Warranty /Disclaimer: Th
gns represented in these plans are in accordance with
d. A trench safety system shall be designed by the Contractor.
established practices of it
ineerin for the design functions. Neither the Engineer nor
9 9 9 g
23.
All areas show n to be filled shall be cleared and grubbed
in accordance with City Standards and shall
its personnel can or do r
�
these designs or plans as constructed except in the specific
be filled with clean structural fill compacted and tested in
accordance with the geotechnical report.
cases where the Engineern
9
is and controls the physical construction on a contemporary
PY P ry
24•
basis at the site.
All debris resulting from all activities shall be disposed of
off-site by the Contractor.
6•
For boundary, roadway an
ding geometry information see engineering site plan. It shall
25.
All existing trees to remain shall be protected and preserved.
be the Contractor's respon i
to verify that the building dimensions shown on the
engineering plan agrees w th
a dimensions shown on the architectural plan. If any
26.
The Contractor shall coordinate connection of proposod
piping with all existing piping.
dimensions do not agree, 'th
rchitect, engineer and owner shall be notified and the
27.
dimensions adjusted prior to
mmencing with construction.
All drainage structures shall be constructed to conform to
9
Ci requirements and shall be constructed to
City q
7.
The contractor shall notify al
tility companies prior to construction for verification and
conform to curbing and low points as shown on plans.
location of all utilities.
28.
Contractor shall ensure that all new and existing drainage
structures, pipes, etc. are clean and
8.
Contractor shall furnish s p
rawings to Engineer indicating materials and manner of
functioning properly at time of acceptance.
installation for all compo n
construction.
f the project prior to purchase of materials and
29.
Burning of trees, brush and other material shall not be permitted
on property.
9.
These engineering drawing
required to complete con u
not show all of the City of Atlantic Beach standard details
n of this project. It shall be the contractor's responsibility
30.
All inverts in drainage structures to be precast or brick wilh
layer of mortar between each layer of
that the construction, out a
ity of Atlantic Beach right of way be in accordance with all
brick, or reddi-mix concrete with X57 stone.
current City of Atlantic B� c
tandard Details and Specifications.
31.
The Contractor shall restore all culverts, headwalls and storm
drain inlets removed or disturbed b the
y
10.
The contractor shall furni
ified "as-builts" ,see As Requirements on this sheet.
construction operation. The cost of these items shall be included
in the price bid for furnishing and
installing any new item causing such damage.
11.
Contractor shall verify and, p
act all existing trees and natural vegetation that are to
32.
Should the surface or subsurface conditions differ from what
is shown on these plans, the
remain undisturbed. The r
indicated for construction shall be cleared and grubbed to
contractor shall immediately contact the engineer.
remove all roots and mist II
from damage during cong u
ous vegetation except specific trees that shall be protected
n with the use of tree barriers.
33.
Corrugated Polyethylene Pipe (CPP), shall be per AASHTO M252
or 294 with smooth inner lining Type S
with bell and spigot, silt -tight, rubber-gasketed joints.
12.
All work shall be perform
a safe manner. All safety rules and guidelines of OSHA
34.
Inlet grate sizes shown on plans. All concrete boxes and
yard drain structures shall be
shall be followed. The C t
or shall be solely responsible for any injuries of his
sized by contractor.
employees, and any dama a
private property or persons during the course of this project.
All costs associated with co
yang with OSHA regulations and the Florida Trench Safety Act
shall be included in the Con
ctors bid.
13.
All improvements shown shall
a warranted by the Contractor to the Owner for a period of
one year from date of ac a
nce by the Owner. If the work is in the City Right -Of -Way
or easement, the Contract r'
ne year warranty shall extend to the City of Atlantic Beach.
14.
The Contractor shall contra ct
testing and soil testing in a
ith an independent testing laboratory to perform materials
rdance with the City requirement and the recommendations
1.
WATER NOTES:
The contractor shall obtain all permits required to complete
the construction.
outlined in the geotechnic I
ort. This shall include density testing in all pavement areas
and in the utility trenches,loi
ed in pavement areas, concrete testing and all other
2.
Contractor shall coordinate the construction of water
facilities with all other construction.
materials testing.
15.
The Contractor shall beresp
required for the project.
for obtaining all necessary permits and insurance
3.
.rials.
Contractor shall furnish shop drawings to the engineer for
approval prior to beginning construction
and purchasing materials.
16.
The Contractor shall provi a
less than 6 inch clearance between all utilities other than
water mains, which sholl a
City Health Department permit conditions.
17.
These plans do not stand j b
hemselves. Bid documents, COAB water and sewer standards
4.
All workmanship and materials shall conform to latest COMB
Standards and
details & materials, City of
ntic Beach standard specifications & details and any other
Specifications and applicable AWWA Standards.
standards, listed or refere cl
are included in the project documents.
5.
The existing utility facilities and locations shown on the drawings
are taken from readily available
is.
The contractor shall notify' ff
City of Atlantic Beach O 247-5814 a minimum of 24 hours
information. The actual locations of the utility facilities may
and there may be utility facilities existing that are not shown
vary somewhat from the locations shown
or indicated on the drawings. The
prior to starting construction
contractor shall contact all agencies with utility facilities in
the vicinity of the work and shall locate
19•
All work in the right-of-vya
j equires Maintenance of Traffic (MOT) per FDOT index 603.
all underground facilities before beginning work. The contractor
shall protect all utility facilities and
Contractor shall not work lin
I ie ROW from 7:00am to 9:00am and from 4:00pm to 7:00pm.
repair any damages resulting from their work. in conformance
if
with the contract documents and
Work in the ROW shall onjIy
I cur during daylight hours.
specifications and relocate required at no cost to the otwner.
6•
Water lines shall have a minimum of 36" cover from finished
grade. Maximum cover
1.
Contractor shall verify axis in
j levations at connection points prior to construction and
shall be 60".
notify Engineer of any dis re
cies.
2.
See geotechnical report for
preparation requirements. - AMEC Environment and
7.
Water lines are designed to finished grade and shall be protected
until finish work is
Infrastructure, INC. dated Oct
r 14, 2014
complete.
3.
The contractor shall cool
the grading and drainage construction with all other
8.
All water mains 3" and larger shall be AWWA C900, DR25
PVC. Water mains 2" and
construction.
smaller shall be polyethylene pipe with couplings may be used
and with NSF -PW approval.
4.
The Contractor shall submit E
p drawings to the Engineer and the city, if required, on all
materials, for review and apr
val, prior to purchase or fabrication of any utility pipe or
9.
Restrained joints are required where water mains are terminated
and at all bends, in
structure.
accordance with COAB standard details and specifications.
5.
All construction and material
'th
hall conform with all City of Atlantic Beach standards.
10.
All gate valves 2" and larger shall be non -rising stem tyFie
and shall be suitable for
6•
The contractor shall stake
'c
form sewer system and the sanitary sewer system and shall
200 psi non -shock working pressure. Gate valves shall
be mechanical joint, iron body,
notify the Engineer of any
licts prior to installation of any pipe.
resilient seat, 2" square operating nut, Mueller or equal. Vlalve
boxes with screw extensions
7.
The existing utility facilitie a
locations shown on the drawings are taken from readily
shall be provided for each buried gate valve. Boxes shall �be
of cast iron construction,
available information. T
ual locations of the utility facilities may vary somewhat
3/8" minimum wall thickness and shall be non -tacky for
enamel coated. The word
from the locations shownjl in
indicated on the drawing
here may be utility facilities existing that are not shown or
contractor shall contact all agencies with utility facilities in
"water" shall be cast in cover. All gate valves installed shall
when viewed from the stem.
open by turning to the left (counterclockwise)
the vicinity of the worka
all locate all underground facilities before beginning work.
The contractor shall protutility
facilities and repair any damages resulting from their
12.
Class B, Type I bedding shall be used for this project unless
indicated otherwise on the
work in conformance with thi
ontract documents and specifications and relocate if
drawings or directed by the engineer.
required at no cost to the oi
er.
13.
Unsuitable materials under water pipe shall be removed and
replaced with selected
8•
All underground utilities shall
ie Installed prior to preparation of subgrade for pavement.
backfill properly compacted. The material shall exhibit moisture
contents within
+/- 2 percent of the modified proctor optimum moisture
content (ASTM D1557) during
9.
Pavement subgrade shall hav,
all unsuitable material removed to a depth of 3.0 feet below
the compaction operations. Compaction shall continue until
densities of at least
subgrade and 2.5 feet beyon
back of curb. Backfill with suitable material per the
95 percent of the modified proctor maximum dry density (ASTM
D 1557) have been
geotechnical report.
achieved.
10.
Any unsuitable material enco
tered shall be removed from the site. The contractor shall
14.
Backfilling shall be made with clean backfill which shall be
thoroughly compacted in
be responsible for the remov
of all unsuitable material and replacement with structural
6" lifts. Compaction shall be a minimum of 95% of max.
density at +/- 2.0% of the
fill. Excess suitable fill mate
I shall be moved to Owner specified location. See
modified proctor
geotechnical report.
15.
Where water mains are laid under ditches, culverts, pipelines,
or obstructions without fittings,
11.
The contractor shall be resp
ible for all subgrade, limerock and asphalt testing as
the maximum deflection of any joint shall not exceed 50%
of the maximum recommended by
required by the project speci
ations.
the pipe manufacturer.
12.
One row of sod shall be ins
led along all edges of pavement. All disturbed areas shall
16•
No connection to existing potable water system will be allowed
until all proposed water
receive sod. **See lands a
plans for other requirements.
lines have been flushed, pressure tested, disinfected, and cleared
for service by the
Florida Department of Environmental Protection.
13.
Stormwater Collection Syst m
esign is based on the 5 -year return frequency storm
17.
Contractor shall notify utility company a minimum of _two days
prior to connection of water
(Rational Method).
mains to existing lines. All new work must be inspected by
the engineer. No tests shall be
scheduled for weekends. Any change from the technical requirements
must be reviewed and
approved by the engineer and owner.
14.
All RCP pipe shall meet t e
uirements of ASTM C-76 and shall be Class III, Wall B.
15.
All labeled pipe lengths a e
proximate and measured to the center of structure or
18.
Hydrostatic and leakage testing of the water mains installe�t
shall be performed in
mitered end section. Actual
ngths may vary and no added compensation will be made
accordance with AWWA standard specifications. A representative
of the utility company
for variations
or the engineer must be present during the tests. Pressure
tests shall be conducted at
16.
The contractor shall provide
qualified soils laboratory representative on site during
150 psi for 2 hours for water mains and 200 psi for 2 Mears
test after limerock is installed.
for fire mains. Pressure
excavating to determine the
tability of the existing sub -grade and existing on-site
material prior to beginning
filling operation.
17.
Contractor shall take all dval
61e precautions to control dust. Contractor shall control dust
by sprinkling, or by other r
I,hods as directed by Engineer at no additional cost to the
owner.
WATER NOTES (CONT'D):
19. The contractor shall coordinate all water main flushing with COAB Utility
Department. Flushing and disinfection procedures shall comply with AWWA C-651 for
main disinfection.
20. Upon completion of water main flushing, bacteriological samples shall be taken.
Samples shall be taken for 2 consecutive days.
21. Sample points for bacteriological sampling shall be located as follows:
1. Every 1000 feet and/or every dead end on a water main.
2. Point of tie-in to existing water system.
3. Water main stubs more than 40 feet in length.
22. Fire hydrants shall meet COAB standards.
23. New or relocated, underground water mains included in this project shall be laid to provide a
horizontal distance of at least three feet between the outside of the water main and the
outside of any existing or proposed vacuum -type sanitary sewer, storm sewer, stormwater
force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610,
F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the
outside of any existing or proposed gravity -type sanitary sewer (or a horizontal distance of at
least three feet between the outside of the water main and the outside of any existing or
proposed gravity -type sanitary sewer if the bottom of the water main will be laid at least six
inches above the top of the sewer); a horizontal distance of at least six feet between the
outside of the water main and the outside of any existing or proposed pressure-type sanitary
sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part
III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the
outside of the water main and all parts of any existing or proposed "on-site sewage
treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC
62-555.314(5)]
24• New or relocated, underground water mains that are included in this project and that will
cross any existing or proposed gravity- or vacuum -type sanitary sewer or storm sewer shall
be laid so the outside of the water main is at least six inches above the other pipeline or
at least 12 inches below the other pipeline; and new or relocated, underground water mains
that are included in this project and that will cross any existing or proposed pressure-type
sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water
shall be laid so the outside of the water main is at least 12 inches above or below the
other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)]
25• At the utility crossings described in Part II.C.i.w, above, one full length of water pipe shall
be centered above or below the other pipelines so the water main joints will be as for as
possible from the other pipeline or the pipes will be arranged so that all water main joints
are at least three feet from all joints in vacuum -type sanitary sewers, storm sewers,
stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of
Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type
sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not
regulated under Part III of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed
under FAC 62-555.314(5)]
26• When a water main crosses a storm drainage line, a minimum of 18" vertical separation
shall be required.
27. All water and sewer construction shall be accomplished by an underground utility contractor
licensed under the provisions of Chapter 489 Florida Statutes.
28. All water mains shall terminate approximately 5 feet outside the building unless
otherwise noted. The end of these service lines shall be tightly plugged or capped and
marked until such time as connection is made inside the building.
29. The contractor shall make application to utility company for the project water meter
and shall pay for all meter fees.
30. The contractor shall be responsible to provide mitigating construction measures
in all cases where a minimum of 18 inches of vertical clearance between
water and sewer (including storm) lines is not possible.
31. The contractor shall be responsible for providing water for construction use during entire
course of project if necessary.
32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints
per COAG Standards.
33. if dewatering capacity requires a consumptive use permit it shall be the Contractor's
responsibility to obtain the permit through the St. Johns River Water Management
District.
34. If solvent contamination is found in the pipe trench, work shall be stopped and the
proper authorities notified. With approval of the permitting agency, ductile iron
pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be
used in the contaminated area. The ductile iron pipe shall extend at least 100 feet
beyond any solvent noted. Any contaminated soil that is excavated shall be placed
on an impermeable mat and covered with a waterproof covering. The proper
authorities shall be notified and the contaminated soil held for proper disposal.
35. All backflow preventers shall be in accordance with COAB cross connection program.
Backflow preventers must be tested after installation by a certified tester and annually
thereafter. COAB contact: Bill Pound O 665-5787. Backflow preventers on fire lines or
backflow preventers on fire lines or combinations fire/potable mains shall have freeze
protection.
SANITARY SEWER NOTES:
1. The contractor shall obtain all permits required to complete the construction.
2. Contractor shall coordinate the construction of sewer facilities with all other construction.
3. Contractor shall furnish shop drawings to the Engineer for approval before ordering
materials and beginning construction.
4. All gravity sewer construction shall conform to the latest COAB standards and specifications.
5. The existing utility facilities and locations shown on the drawings are taken from readily
available information. The actual locations of the utility facilities may vary somewhat from the
locations shown and there may be utility facilities existing that are not shown or indicated on
the drawings. The contractor shall contact all agencies with utility facilities in the vicinity of
the work and shall locate all underground facilities before beginning work. The contractor
shall protect all utility facilities and repair any damages resulting from their work in
conformance with the contract documents and specifications and relocate if required at no cost
to the owner.
6. The contractor shall stake the sanitary sewer system and the storm sewer system and shall notify
the Engineer of any conflicts prior to installation of any pipe.
7. Manholes shall be in conformance with COAB Standards.
8. Type B bedding shall be used for this project unless indicated otherwise on the drawings.
9. Backfilling shall be made with clean backfill which shall be thoroughly compacted in 6" lifts.
Compaction shall be a minimum of 95% max density at +/- 2% of the modified proctor optimum
moisture content.
10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of
pipe and replaced with selected backfill properly compacted in 6" lifts. The material shall exhibit
moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM
D1557) during the compaction operations. Compaction shall continue until densities of at least 95
percent of the modified proctor maximum dry density (ASTM D1557) have been achieved.
11. All sewer construction shall be accomplished by an underground utility contractor licensed under
Chapter 489 F.S.
12. All pipe lengths are horizontal distances and are approximate.
13. All sanitary sewer laterals shall terminate approximately 5 feet outside the building at a minimum
depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly
plugged or capped and marked until such time as connection is made inside the building.
14• The Contractor shall perform a television inspection of the sewer system. Two full reports,
including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location
of services, type of joint, distance between manholes and any irregularities in the pipeline. The
television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be
lamped as part of the final inspection.
15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services
with the approved plumbing plans for the building.
16. Contractor shall provide to the Engineer, a schedule of invert elevations of all sanitary manholes
prior to the placement of the limerock base course. This schedule shall be provided by the
registered land surveyor submitting the "as -built" drawings for this project.
17. All sewer mains shall be PVC (ASTM -3034) SDR -35 for depths to 12 feet, SDR -26 for
depths 12 feet or deeper, or in easements unless otherwise noted.
18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage
rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924.
19. All gravity sewers installed under this project shall be tested for leakage by the contractor
to demonstrate that: 1) the leakage exfiltration or infiltration does not exceed 200 gallons
per inch of pipe diameter per mile per day for any section of the system; 2) Exfiltration
or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air
test, as a minimum, conform to the test procedure described in ASTM C-828 for clay pipe,
ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described
in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials
appropriate text procedures are used per RSWF 33.93 33.94 and 33.95.
AS -BUILT REQUIREMENTS
Contractor shall provide complete as -built information to the Engineer in accordance with
the following requirements:
1. As -built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set
of signed and sealed prints and a set of computer disks containing project AutoCAD files and
PDF's of the prints shall be submitted to the Engineer for review and approval. Additional
signed and sealed prints shall be provided to the Engineer as requested.
2. As -built drawings shall be in accordance with all authorities having jurisdiction.
Contractor shall coordinate as -built submittals and approvals with jurisdictional
agencies unless otherwise directed by the Engineer.
3. Provide building locations, finish floor elevations, pavement grades and all
underground facilities.
4• Provide perimeter dimensions at top of bank and at bottom of pond.
5. Provide elevations at top of bank and bottom of pond.
6. Provide special detail drawings where installations were not as shown on contract
drawings due to field conditions or where required for clarity.
7. Provide location, elevation and description of benchmark(s).
8. Locate and provide elevations of all structures. Location of all structures shall be
from two (2) directions and include northing/easting coordinates at center of
structure.
9. Locate all pipes and provide size, elevation, invert elevations, length and type.
10. Provide dimensions and elevations of the pond outfall structure(s).
11. Water as-builts shall indicate the location of bacteriological sample points.
12. The as-builts shall include a detail of every crossing of the new water main with
gravity sewers, force mains and storm pipes clearly shown & indicating the vertical
clearances of each crossing. Details shall be furnished for parallel runs where the
horizontal separation is less than 10 feet.
13. The centering of uncut lengths of pipe of points of crossing shall be documented
on the as-builts and all mitigating construction measures clearly depicted in cases
where a minimum of 18" of vertical clearance between the water and sewer
(including storm) lines is not possible.
; ■,i
PROSSEIN
TM
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AUTOMOBILE SERVIC,
STATION
• MINOR
AUTOMOTIVE
` •
ra
VICE
DATE : JULY. 2015
pROJECT N0.: 114001.01
DEQ BY : J B D
DRAWN By: DPT
$CALE : AS NOTED
NQ Date Revie l
•1,71a .� r •.
GENERAL NOTES
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