Camp_Forbes_Topo-22x36.pdf

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Attached to
Camp Forbes Master Plan
Solicitation number
SD2606
Issued by
Cuyahoga County, Ohio

About this file

Written by GovTribe AI ·

This is a topographic survey document prepared by the City of Cleveland's Engineering & Construction Survey Section for Camp George L. Forbes, administered by the Mayor's Office of Capital Projects (MOCAP). The survey, conducted during fall 2020 with fieldwork dates of October 28, November 2, and November 9, 2020, provides existing site conditions and subsurface drainage information relevant to the Camp Forbes Master Plan project. The survey was drawn by S. Shuba, checked by E. Westfall, and completed by field crew members Shuba and Johnson, with the final revision dated November 13, 2020. The document utilizes US SPCS 1983, Ohio North 3401 datum with NAD 1983 (CONUS) and GEOID12B (CONUS) coordinates.

The topographic survey map depicts Camp Forbes' existing infrastructure at a graphic scale of 1" = 30', identifying key features including a pavilion with concrete pad, pond, asphalt parking lots, concrete pads, wooden deck, concrete dock, fireplace structure, and amphitheater. The survey establishes a benchmark elevation of 1230.00 at the southeast corner of a concrete pad and documents subsurface drainage features including various diameter PVC and VCP pipes with specific invert elevations, outfalls, catch basins, and storm/sanitary manholes throughout the site. Site elevation data ranges from approximately 1216.00 to 1242.60, with detailed contour intervals and structural foundation elevations recorded for major facilities including the main building (FF: 1242.60) and concrete walls at elevation 1230.0 to 1230.3.

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Camp_Forbes_Master_Plan.pdf PDF
NRRC_Camp_Forbes_Multi_Purpose_Building_and_Dining_Hall_Plans.pdf PDF

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PAVILION W/

CONC. PAD

POND

ASPH.

PARKING

LOT

ASPH.

PARKING

LOT

CONC. PADS

WOODEN DECK

CONC.

DOCK

FIRE PLACE

STRUCTURE

AMPHITHEATER

CONC. FF: 1241.90

AS

PH

. A C

C

ES

S

PA

TH

AS

PH

. A C

C

ES

S

PA

TH

LANDSCAPE

MOUND

1230.00

.0

.0

1226.00

.0

.0

.0

.00

.0

.0

.0

.00

.00

.00

.00

.0

.00

1238.00

1236.00

1234.001232.0012

.00

.00

.0

.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

TOE OF MOUND

1229.65

1229.49

1228.98

.0

.0

.0

.0

.7

.6

.8

.5

.9

.6

.7

.0

1222.94

1223.13

1223.00

1223.11

1223.42 12

.0

.0

.0

1232.00

1234.00

.0

1236.00

1234.00

1232.00

1230.00

1226.00

1224.00

1224.00

.0

.0

12" PVC OUTFALL

INV: 1216.71

BANK

OF

POND

BANK

OF

POND

BANK

OF

POND

BANK

OF

POND

BANK

OF

POND

6" PVC W/ VALVE CAP

INV: 1225.12

1228.85

1228.96

.5

1226.47 1228.81

1228.86

1234.50

1236.72

1238.74

1238.36

1237.64

1237.35

1239.06

1240.49

1239.52

1229.28

1231.65

1229.26 1229.19

1229.32

1230.08

1239.48

1230.24

1230.51

.6

.2

1222.74

1225.19

1224.77

1225.24 1224.95

1225.20

1225.15

1225.01 1225.05

1224.61

1225.03

1225.11

6" PVC OUTFALL

INV: 1216.09

12" PVC OVERFLOW

INV: 1228.34

12" PVC

INV: 1228.33

10" VCP OVERFLOW

INV: 1226.94

12" PVC OUTLET

INV: 1228.86

BANK

OF

POND

FLOWLINE

ROCK SHELF

ROCK SHELF

CONC. WALK

C O

N C

. W

AL

K

CONC. WALK

CONC. WALK

TOP OF WALL

ELEV: 1230.0 +/-

4" PVC DRAIN

(FILLED WITH DEBRIS)

ELEV: 1225.15

MAIN BLDG

FF: 1242.60

CONC. WALK

CATCH BASIN

RIM: 1236.62

8" PVC SE INV: 1235.12

CATCH BASIN

RIM: 1237.37

8" PVC NW INV: 1234.77

8" PVC SW INV: 1234.57

STORM MH

RIM: 1240.83

8" PVC NE INV: 1231.98

12" PVC NW INV: 1230.68

CATCH BASIN

RIM: 1227.32

12" PVC NE INV: 1224.22

18" VCP NW INV: 1224.12

ASPH. ROAD

1225.84

1226.21

1227.30 1226.17

1220.00 1218.00

1222.00

.0 01224.00

1226.11

1226.73 1227.28

1227.07

.01

.25

TOP OF

SECONDARY

CONC. WALL

TOP OF WALL

ELEV: 1230.3 +/-

SHRUBS

SAN MH

SAN MH

CATCH BASIN

BM: SE CORNER OF

CONC. PAD

ELEV: 1230.00

CITY OF CLEVELAND

ENGINEERING & CONSTRUCTION

SURVEY SECTION

FIELDWORK DATE:

DRAWN BY:

CHECKED BY:

601 LAKESIDE AVENUE, ROOM 518

CLEVELAND, OH 44114

28, 11

2, 11 9, 2020

S. SHUBA

E. WESTFALL

FIELD CREW: SHUBA & JOHNSON

LAST REVISION: 11/13/2020

CAMP FORBES TOPOGRAPHIC SURVEY

MAYOR'S OFFICE OF CAPITAL PROJECTS

GRAPHIC SCALE: 1" = 30'

0 15 30 45 60

CAMP FORBES

EXISTING CONDITIONS

FALL 2020

N

BENCHMARK: SE CORNER OF CONCRETE PAD

ELEVATION: 1230.00

DATUM: US SPCS 1983, OHIO NORTH 3401, NAD

1983 (CONUS), GEOID12B (CONUS)

ONLY RELEVANT SUBSURFACE DRAINAGE

INFORMATION RELATING TO PROJECT SHOWN

NOTES

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