1 2 3 4 5

9400 South Dadeland Boulevard

Suite 601
EXIST. CB
GRATE EL. 4.79 Miami, FL 33156
INV. EL. 2.62 (E) 305 / 378 5555
C PROP. YARD DRAI
N INV. EL. 3.11 (S))
INV. EL. 3.24 (W PROP. AREA DRAIN R/W LINE
PGD-2.2 A GRATE EL . 6. 80
EXIST. 12" CMP D) GRATE EL. 5.40
305 / 279 4553 fax
PGD-2.2 INV. EL. 4.80
N
EXIST. ELECT. PROP. YARD DRAI (TO BE REMOVE INV. EL. 3.50
EXIST. SAN MH GRATE EL . 6. 80
RIM EL. 5.54 R/W LINE
INV. EL. 4.97 NEW 15" SS
EXIST. SAN MH PROP. LUMINARIEDWG'S) (TYP.) www.graef-usa.com
RIM EL. 5.61 (COORD. W/ MEP EXIST.12 CMP STM
EXIST. TEL. PROP. 40 LF-15" EX
.TR.
MATCH EXIST. EXIST. TEL. CERTIFICATE OF AUTHORIZATION NO. 4270
EOP PROP. 19 LF-15" SD
EXIST. TEL.
C EXIST. ELECT
. C
PAVEMENT EXIST. TEL. E
PROP. 2" IRR.
SERVICE R/W LINE N.E. 11th AVENU PROP. 20 LF-15" EX
. TR. SEAL / SIGNATURE:
PROP.
PROP. NYLOPLAST

N.E. 39th STREET

6
CB CL 0

5.2
5.4
ENVIROHOOD CB

1
6

5
5.5

5.4
9
EXIST. 42" WM
3

5.3

5.0
8 5.1

8
5.1

4.8
H. O
GRATE EL. 5.20

5.4
EXIST. 8" SAN 8 ON

9
RT
4.9

5.1
6 S
4.9 EXIST. 12" 5.4
2
5.0
4
INV. EL. 2.00 L
EXIST. 8" WM I CENSE

NE

IZ
STORM L

3
8
EXIST. 10" SAN

5.2
2

4
5.1

5.2
8
5.5
9

5.2
7
5.1 OP. 12 LF-15" SD W No 57556

5.2

1
9
PROP. 6' CONC.

TM
5.0
PR 5.1

PROP. 45 LF-15" SD
DN
Digitally signed by Nelson H Ortiz
DN: CN=Nelson H Ortiz,

6
Nelson H Ortiz

9C. S
3
SIDEWALK
dnQualifier=A01410C00000179104596B500002F12,

4.9
5
6" SS
O=Graef-USA Inc., C=US

5.2

5.5
PROP. CB
Date: 2022.09.22 16:19:54-04'00'

5.1
DN

CL
2

PRO

R
DN

5
5.2

N
PROP. 4" SD

4.9
5 STATE OF

EE
5
DN 6" SS DN

5.2
5. 3
2

CO
4.7
6

EXIST. FH
4.7

4.7

5.1

0
F
PROP. CB L O A

IN
FE
24"
6

R I D

6
6" SS PROP. FDC
4.8

4.7
DN SS G
3

EXIST. 15" EXIST. CB

2
4.7

IONAL EN
5.1

N
3

FIRE PROP. YARD DRAI

ST.
GRATE EL. 4.77 )
5.1

6" SS N UP ST IR PROP. WEIR CONC. STM

PROP. AREA DRAI R 9/22/2022
GRATE EL. 6.80

7
6.1
INV. EL. (-)1.27 (E

EXI
4.8
0
N EL. 4.00
GRA TE EL . 5.13 5 5 R INV. EL. 5.30 PROP. YARD DRAI PROP. CURB INLET INV. EL. 0.50 (S)
3

2
W
5. 0
THIS ITEM HAS BEEN DIGITALLY SIGNED
PROP. 4" SD

5.0
80
5.4

INV. EL. 3.75 GRATE EL. 6. 73

7
EXIST. 3' HIGH 4.
7

UNIT RIM EL .

5.1
5.1

INV. EL. 4.00 PROP. 3" SD 4" SS AND SEALED BY NELSON H. ORTIZ, P.E.
PLASTIC FENCE D) UNIT V.ITEL. 4.55
INUN RET I INV. EL. 1.04 (N)

6
N

4
PROP. AREA DRAI

4.9

5.0
DN PROP. 6" SD ST R E UNIT NC. STM ON THE DATE ADJACENT TO THE SEAL.
E EL . 5. 16 (TO BE REMOVE PROP. 8" FIRE EXIST. MONITORING EXIST. 5 LF-15" CO
.C.C9 .P. WM

GRAT INV. EL.FP4.00 DN M O VE D) PRINTED COPIES OF THIS DOCUMENT ARE

6.0
(TO BE RE

6.3
INV. EL. 3.60 PROP. 38 LF-15" SD PROP. 6" SD SERVICE WELLRE O RBE
(TST

5
UP REMOVED
9

PROP. 3" SD INV. EL. 4.00 ) EXIST. CB (TO BE

NOT CONSIDERED SIGNED AND SEALED
5.3

M OV ED
N.E. 38th STREET

OF EXIST. RE
4" SS

MATCH BACK INV. EL. 4.00

6.0
AND THE SIGNATURE MUST BE VERIFIED
6"YPSS.) @ GRATE EL. 4.78

9
(T

6.2
K
EXIST. 36" P 5.1

SIDEWAL R/W LINE IN TER PU P INV. EL. 1.11 (N) ON ANY ELECTRONIC COPIES.

6
PLANTE RS FR O ME E TR I R RRID R PROP. LUMINARIE B.O.S. EL. 1.06
(COORD. W/ MEP
ALK

ORRD. AI N
PROP. NYLOPLAST LE VE L AB O VE (C O PROP. AR EA DR
RESTR RESTR FOR THE FIRM : NELSON H. ORTIZ
ENVIROHOOD CB W/ MEP DWG'S) GRATE EL. 5.95 OSTP.R 4" WATER TIAL) DWG'S) (TYP.) 5.9
2
M
NC. SIDEW

PR
RE B PE-57556 (CIVIL)

1
N
6" SS

.C PROP. AREA DRAI

EXIST. 30" D.I.P. W

GRATE EL. 5.03 5. 00 SERVICE (RESIDEN

6.0
INV. EL .
DEWALK

P
PROP. 6" SAN LAT. RO GRATE EL. 5. 50
EXIST. 8" SAN

INV. EL. 2.00 DN REST R RET I P

W
TR S R EXIST. MON I ING
T OR
REIT INV. EL. 3.50
PROP. WEIR PROP. 6" PROP. 4" WATERL) B F-
(COORD. TE EPROP. 6" SAN WELL (TO BE REM
OVED) 0L UR ) G EXIST. MH PROJECT TITLE:
PROP. LUMINARIE YP.) SERVICE (RETAI 4 C PIN
O

1
. TR. DN GREASE
EXIST.4.76'6 CONC. SI

PROP. 20 LF-15" EX . . D RIM EL. 6.11

5.6
EL. 4.00 NC OVE
A

2
OP D
EXIST. 6' C

W/ MEP DWG'S ) (T R SC

6.2
RET I CB F- " FD R
P "S O
.C M ND
P. 0L
7
15 IST E RE LA
OAKLAND PARK-MIXED USE
T O 5.5 .5 14
PROP. NYLOPLAS WL
PR P.
5 X
E OB

6.1
O D CB RRID R RO
ENVIROHO PROP. 8" RWL V. EL. 2.40 R

7
(T EXIST. FH BUILDINGS

4
2" 0 P

6.1
GRATE EL. 4.70 P
(ROOF ONLY) IN P.1L. 2.5

0
O

5.8
RET I O E
INV. EL. 2.00 4.31 PR V. E WEIR
PROP. 11 LF-15" SD
2

3
5.0

PROP. 61 LF- 15" SD 3855 NORTH DIXIE HIGHWAY

4.7

5.8
IN OP.

6.1
PROP. NYLOPLAST CH
PROP. MIXED USE BUILDING
3

NEL
9

EXIST. ELECT. PA PR . 4.00

5.7

4.4
WM

FFI E EN ED)
4.9

2
WVIROHOOD CB

4.9
EXIST. LIGHT EN (TO BE RELOCA TE D) EL B OAKLAND PARK, FL. 33334

6
. T

5.8
GRATE EL. 4.38 F.F.E. 7.00 (NAVD) IST OCA

6
L)
EXIST. 8"

POLE (TYP.) (COORD. W / FP

6.0
X
E EL
INV. EL. 2.00 NS SS (R
PROP. 4" RWL PROP. 10 LF-15" SD (COORD. ALL SERVICE LOCATIO 6" PROP. AREA DRAIN
6
.P. WM

8
4.5

EXIST. CONC. POLE

5

5.0
4.7

)
RESTR W/ MEP DWG'S) LK SH ATE
D GRATE EL. 6.72 EXIST. SAN MH

2
(TO REMAIN) W

6.3
CL

EXIST. 18" EX. TR.

A A INV. EL. 5.25 RIM EL. 6.05

1
NIT R EW TR LOC

4.5
EXIST. EX. TR.
.C

D .
H
HIG NCE ED) .S
I
A Y T E
XISN (R
EXIST. 36" P.C

EXIST. 18" EX. TR.

6
' C E

4.9
3
EXIST. CURB .
I ST C F O
E V ON W 1) CA PROP. AREA DRAIV.
N
1

EX ASTI REM 'C 7 H

4.2

AND GUTTER 6 . 6. 68 IN
B
PROP. 55 LF-
PROP. 100 LF-15" SD
3.72
EXIST. CONC. POLE
PL O BE . TR
.
X IST
. 4.3
H IG 81
E T
GRATE
EL. 5.00
EL B
15" SD
. TR. (TO REMAIN)
(T
5"
EX E
B I
IENL
A D
PROP. 30 LF-15" EX 1
X ISSUE:
DI E RO
-

4
UR 3.73

2
LF

5.5

5.9
12 C
. .
4 . 50
EXIST. ELECT. PANE
L (TO BE .
OP S
1
X IST T EL .
N AT PROP. AREA DRAIN
E LE GRATE EL. 6.66
5

. W/ FPL) R
5.1

RD P "S
(ST
O IN

5
RELOCATED) (C O

9
DN NO. DATE REVISIONS BY

4.4
INV. EL. 4.75

6.4
9

T 6
PROP. NYLOPLAS
3.9

P.

STM
O CL
HO O D CB
ENVIRO PR EA DRAIN
PROP. AR 1 05/06/21 DRC SUBMITTAL
GRATE EL. 4.10 PROP. WEIR

3
ONC.
4.3

3.9
GRATE EL. 6.58
7
4.0

2 04/13/22 REVISE SITE PLAN

5

INV. EL. 2.00 EL. 4.00

4.0

6
W
INV. EL. 4.50

3.8
8

PROP. 11 LF-15" SD
2

4.2
5.0

12" C
PER CITY
1
3.6

PROP. CB
1
4.4

PROP. 16 LF- EXIST. FH DN EXIST. STORM MH

4

ALK 3 06/07/22 ADJUST DRAINAGE

4.2

.
)

EXIST
(TO BE ADJUSTED R/W LINE
1

4
IDEW RIM EL. 4.36
7

4.5

6.6
4.4

S
PROP. NC. PROP. AREA DRAIN N INV. EL. (-)0.01 (E) PER BROWARD
CO PROP. AREA DRAI
8 00 6

AD
4.7 5. 5.0

T. 6'
4.0
EXIST. 18" EX. TR. 18

CB GRATE EL. 6.69 BO.S. EL. (-)0.06

6

6. 58 EXIST. ASPHALTIC PAVEMENT

.

EXIS EL .
4.3

EXIST. GRATE COUNTY

4

.18

5
5.8
4 INV. EL. 3.90
8

ELECT. BOX INV. EL. 4.20

EXIST. EX. TR.

4.0

W 7
4.6

0
DN EXIST. SAN MH 08/30/22 BROWARD COUNTY
6

5.2
4
4.5

4.5
4.1

4. 8
4
.78 EXIST. 2' CURB RIM EL. 5.96 EXIST. ASPHALTIC PAVEMENT

4
AD DN

6.8
4
AND GUTTER
5

(TO BE RE-CONSTRUCTED AND/OR MILLED & RESURFACED)

9

4.1
4.5

3
4

5.8
5.2

9
5.1
1
4.3

IST.
PROP. CB MATCH BACK OF EX
4

EXIST.
PROP. 27 LF-15" SD
4.3

SIDEWALK (TYP.)
4.3

PROP. CONCRETE PAVEMENT

LIGHT POLE
0
5.1

3
4.6

5.8
PROP. 42 LF-15" SD
6
4.9
6
4.4

EXIST. 54" WATER

4
7.0

PROP. LUMINARIEDWG'S)
0
4.9
6

CASING 1 PROP. PAVERS (COORD. W/ ARCH. DWG'S)

4.4

5.4
4. 3
1 PROP. 15 LF- (COORD. W/ MEP
EXIST. TEL.
EXIST. 48" R.C.P.

15" SD (TYP.)

7
EXIST. SPOT ELEVATION

4.0
8
5.4

MH
EXIST. BELLSOUTH
6
5.9

EXIST. WM RIM EL. 4.73 PROP. SPOT ELEVATION PROJECT INFORMATION:

1
6.0 EXIST. 2' CURB
6
7.1

EXIST. WM AND GUTTER PROP. CATCH BASIN PROJECT NUMBER: 2020-7033

PROP. WELL BOX DATE: 12/14/20
1
7.3

T M
8" RCP S DRAWN BY: Z.H.
EXIST. 4 1
7.4
FLOW ARROW
2

M
EXIST. 48" RCP ST
7.4

CHECKED BY: J.H.

9
6.2
X:\MIA\2020\20207033\Design\Design Files\PGD-1.0-1.dwg

EXIST. STORM MH RWL RAIN WATER LEADER

3
6.8

RIM EL. 6.62 APPROVED BY: N.H.O.

5
6.6

INV. EL. (-)0.74(S)

SD NEW STORM DRAIN PIPE
2
4

7.6
7.1

SCALE: AS SHOWN
A A
AD

SHEET TITLE:

PAVING GRADING AND

2
DRAINAGE PLAN "B"
3
SHEET NUMBER:
9/22/2022 3:24 PM

1 2 3 4 5
PGD-1.