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, 1/20/2020 3:52 P
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DATE:
SCALE:
DRAWN BY:
DRAWING NO:
FWA JOB NUMBER:
SHEET OF
CHECKED BY:
DESIGNED BY:
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S 37°15' E
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300.30'
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N 42°25'46" W
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98.09'
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N 35°54' W
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20.00'
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N 54°47' E
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766.60'
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S 35°54' W
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118.20'
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N 88°57' W
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1855.45'
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N 88°57' W
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364.10'
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S 40°12' W
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268.10'
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S 66°53' W
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122.70'
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62.00'
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75.50'
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N 52°59' W
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62.60'
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179.70'
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176.80'
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320.50'
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879.80'
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S 37°15' E
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478.50'
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S 51°40' W
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260.70'
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S 28°32'30" E
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970.04'
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S 61°27'30" W
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450.00'
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N 28°32'30" W
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968.00'
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S 61°27'30" W
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475.23'
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S 61°32'10" W
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49.95'
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S 19°31'55"W
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115.71'
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S 60°29'10" W
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10.00'
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S 30°46'33" E
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220.89'
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S 29°47'57" E
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220.89'
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S 17°44'17" E
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118.89'
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S 29³57'00" E
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600.82'
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N 1°25'13" E
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570.00'
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N 52°49'36" E
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1,925.77'
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S 14°22'06" E
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216.15'
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3,120.63'
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S 55°21'25" W
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594.29'
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N 64°35'41" W
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409.30'
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N 34°47'02" W
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423.15'
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R= 11,493.16'
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A=914.13'
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S 57°38'7.5" W 913.85
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S 37°45'2" W
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161.43'
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S 37°45'2" W
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491.36'
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414.77'
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818.84'
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S 59°13'42" W
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1970.00'
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N 45°31'45" W
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255.00'
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S 43°23'13" W
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24.70'
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N 45°31'45" W
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300.30'
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S 43°23'13" W
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57.70'
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S 44°06'15" W
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241.04'
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S 55°21'25" W
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443.66'
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GeB
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GeB
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MlC2
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Ht
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BkD
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Ht
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GnB
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GeC
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Ht
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GeD3
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GeC
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MaD
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MaC
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GeB
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GeC
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GeB
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GeB
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GnB
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MaB
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GeC3
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GeB
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GeC
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BrvF
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GaD
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MaB
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GeC
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GeB
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MaC
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MaC
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GnC2
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MaB
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MaD
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GeC
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BrvF
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GeC
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GaD
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GaD
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GnA
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MaB
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GeB
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GnC
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US GOVERNMENT WATER EASEMENT
AutoCAD SHX Text
PROP ESD
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MD ROUTE 222
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ROCK RUN RD
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ROCK RUN ROAD
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BURLIN ROAD
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JACOB TOME MEMORIAL HIGHWAY - MD ROUTE 276
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ARTERIAL (80' R.O.W)
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ARTERIAL (VARIABLE WIDTH R.O.W)
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COLLECTOR (40' R.O.W)
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COLLECTOR (40' R.O.W)
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COLLECTOR (30' R.O.W)
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C.O.S
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C.O.S
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C.O.S
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C.O.S
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EX DIRT LANE (UNPAVED)
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GRANITE CLIFFS DRIVE
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MIDNIGHT SUN DRIVE
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DAKOTA WAY
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GRANITE CLIFFS DRIVE
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VOLGA
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BLACK
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AZUL WAY
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MIDNIGHT SUN DRIVE
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BARRE DRIVE
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IGUANA GREEN GARTH
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MARINACE DRIVE
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ORINOCO COURT
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PROP SWM POND
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P. 143
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P. 142
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P. 139
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P. 279
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P. 265
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P. 138
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P. 137
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P. 130
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P. 129
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P. 296
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P. 128
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P. 280
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P. 127
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P. 126
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P. 399
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P. 301
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P. 300
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P. 378
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P. 313
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P. 316
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P. 317
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P. 318
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P. 320
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P. 11
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EX ABANDONED SHED
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GRANITE CLIFFS DRIVE
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DAKOTA WAY
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PEARL
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ROAD
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ROAD
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MIDNIGHT SUN DRIVE
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AZUL WAY
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BARRE DRIVE
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PROP SWM POND
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PROP SWM POND
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PROP SWM POND
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PROP SWM POND
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PROP SWM POND
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PROP SWM POND
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PROP SWM POND
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PROP ESD
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PROP ESD
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PROP ESD
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PROP ESD
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PROP ESD
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PROP ESD
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PROP ESD
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PROP ESD
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PROP ESD
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PROP ESD
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PROP ESD
AutoCAD SHX Text
PROP ESD
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PROP SEWAGE PUMPING STATION #2
AutoCAD SHX Text
PROP SEWAGE PUMPING STATION #1
AutoCAD SHX Text
EX. INTERMITTENT STREAM
AutoCAD SHX Text
EX. PERENNIAL STREAM
AutoCAD SHX Text
EX. PERENNIAL STREAM
AutoCAD SHX Text
US GOVERNMENT WATER EASEMENT
AutoCAD SHX Text
EX. TOWN OF PORT DEPOSIT WATER TOWER
AutoCAD SHX Text
MAP: 23 P. 145 JOHNNY SNYDER & DARLA COLE WLB/1841/698 ZONED: SR
AutoCAD SHX Text
MAP: 23 P. 659 RALPH JACKSON NDS/472/12 PLAT: MS2637 ZONED: SR
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MAP: 22 P. 241 KEVIN SHILKO 3088/283 PLAT: 1101-6 ZONED: SR
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MAP: 22 P. 220 CHARLES PRICE JR. WLB/847/692 PLAT: MS2369 ZONED: SR
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MAP: 22 P. 225 DON & KATHY BARCLAY 2531/528 PLAT: MS2674 ZONED: SR
AutoCAD SHX Text
MAP: 23 P. 427 WILLIAM BRUCHEY JR. NDS/8/425 ZONED: SR
AutoCAD SHX Text
MAP: 22 P. 11 ANCHOR & HOPE FARM, INC. WAS/216/249 ZONED: SR
AutoCAD SHX Text
MAP: 22 P. 33 JOANN DALTON WLB/1347/555 ZONED: SR
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MAP: 22 P. 65 NICHOLAS CANDY 4290/197 ZONED: SR
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MAP: 22 P. 20 MARIA ANGELUCCI & ROBERT TIMMS 3753/190 PLAT: MS2071 ZONED: SR
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MAP: 22 P. 212 IRIS MATHESON WLB/829/310 PLAT: MS2071 ZONED: SR
AutoCAD SHX Text
MAP: 22 P. 115 JOSHUA DUFFY 4046/404 ZONED: SR
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MAP: 22 P. 58 WILLIAM HOLLOWAY WLB/3899/88 ZONED: SR
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MAP: 23 P. 695 OPEN SPACE CAROLYN MERRIMAN WLB/2463/161 PLAT: 881-608 ZONED: SR
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MAP: 22 P. 259 NICHOLAS CANDY WLB/2415/502 ZONED: SR
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MAP: 22 P.375 CHRISTINE PRICE 3721/164 PLAT: 1112/78 ZONED: SR
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MAP: 23 P.15 THE ARUNDEL CORPORATION 214/584 ZONED: SR
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MAP: 22 P. 9 ROBIN SHERRARD 2415/502 ZONED :SR
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP WATER
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PROP SEWER
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PROP SEWER
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PROP SEWER
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PROP SEWER
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PROP SEWER
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PROP SEWER
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PROP SEWER
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PROP SEWER
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PROP SEWER
AutoCAD SHX Text
PROP SEWER
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PROP SEWER
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PROP SEWER
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PROP SEWER
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PROP SEWER
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PROP FORCE MAIN
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PROP SEWER
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PROP SEWER
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CRITICAL AREA BOUNDARY (RCA)
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TOWN OF PORT DEPOSIT
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CORPORATE LIMITS
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PHASE 7
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PHASE 2
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PHASE 8
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PHASE 1
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PHASE 3
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PHASE 4
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PHASE 6
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PHASE 5
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C.O.S
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%%UVICINITY MAP
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1"=4000'
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BAINBRIDGE
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NAVAL
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TRAINING CENTER
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(CLOSED)
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JACOB
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TOME
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MEMORIAL
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B
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U
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R
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LIN
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RD.
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LAGOON DR.
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DENISE ST.
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CENTRAL DR.
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BRENDA ST.
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BENJAMINS
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PARK DR.
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HOMESTEAD
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TRAILER PARK
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GRAN
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I
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T
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E
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AVE.
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RACE ST.
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OLD
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SCHO
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O
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L
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ROCK LDG. RD.
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MAIN
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ST.
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222
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PORT
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DEPOSIT
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POP. 685
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ROCK
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RUN
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POST
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ROAD
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POST RD.
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B
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U
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R
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L
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I
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N
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ROAD
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WAIBEL
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ROAD
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HONEYSU
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C
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K
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LE DR.
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R u n
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R o c k
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R o c k
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R
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u
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A
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G
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DR.
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BENTLEY
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LANE
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LIN DR.
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N
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K
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F
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R
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A
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CANAL
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ROAD
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LIBERTY
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O
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W
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L
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A
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N
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D
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R
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ROAD
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G i l l e s p i e s
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R u n
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GROVE
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ROAD
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GROFF
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ROWLAND
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FRANK
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R
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E
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M
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I
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N
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G
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T
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O
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N
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ROAD
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FIRST
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RD.
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DR.
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JACK
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ROAD
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ISLAND
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H
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O
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U
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S
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E
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DR.
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HIGHWAY
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276
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STEEL
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ISLAND
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M
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I
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L
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L
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ST.
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BAINBRIDGE
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NAVAL
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TRAINING
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(CLOSED)
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JACOB
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TOME
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276
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W
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A
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I
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B
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E
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L
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ROAD
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MAPLE
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HILL DR.
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BIRCH CT.
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DR.
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JACK
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TRAILER
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PARK
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SPENCER
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ISLAND
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STAFFORD
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ROAD
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BOAT RAMP
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RIVER DR.
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MAIN
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STREET
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JACOB
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TOME
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MEM.
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ST.
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HIGH
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FERRY RD.
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222
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276
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GATE
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U.S. NAVAL TRAINING CENTER
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BAINBRIDGE
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(CLOSED)
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LEBRUN
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RD.
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222
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BAINBRIDGE
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ROAD
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FRENCHTOWN
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ROAD
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FRENCHTOWN
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ROAD
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RD.
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CONRAIL
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LAPIDUM
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LAPIDUM
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RD.
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PORT
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DEPOSIT
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CHESAPEAKE
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JOB CORPS
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CENTER
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HWY.
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POP. 685
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H a p p y
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V a l l e y
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B r a n c h
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BAINBRIDGE
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BAINBRIDGE
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NAVAL TRAINING
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CENTER
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(CLOSED)
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222
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FARM RD.
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MT. ARARAT
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FRENCHTOWN
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HAPPY
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VALLEY
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RD.
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N
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N
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0'
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600'
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400'
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200'
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200'
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SCALE: 1" = 200'
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ACREAGE
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ZONING
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OWNER'S NAME
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PARCEL
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GRID
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R2
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THE ARUNDEL CORPORATION
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203
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23
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LDR
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23
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13
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100.083 AC
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LDR
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23
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13
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108.287 AC
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DEED REF.
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NDS/214/579
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NDS/214/584
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NDS/214/584
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421
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15
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*33.746 AC
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THE ARUNDEL CORPORATION
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THE ARUNDEL CORPORATION
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*TOTAL LAND WITHIN TOWN OF PORT DEPOSIT: INCLUDING 24.99 AC OF CBCA (RCA) AREA
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PREMISES ADDRESS: TOME HIGHWAY TOME HIGHWAY PORT DEPOSIT, MARYLAND 21904 PORT DEPOSIT, MARYLAND 21904 ZONING DESIGNATIONS: LDR = LOW DENSITY RESIDENTIAL R2 = MIXED USE RESIDENTIAL MASTER PLAN DESIGNATION: DESIGNATED GROWTH AREA EXISTING USE: AGRICULTURE PROPOSED USE: LOW DENSITY RESIDENTIAL SERVED WITH COMMUNITY FACILITIES SINGLE FAMILY DETACHED SINGLE FAMILY DETACHED DENSITY PERMITTED: 2 DWELLING UNITS (DU) PER AC @ 393.734 AC = 787 UNITS DENSITY PROPOSED: 1.36 UNITS PER AC PROPOSED UNITS: SINGLE FAMILY: 12,000 SF ± SFD:535 UNITS TOTAL: 535 UNITS 535 UNITS MINIMUM PARCEL SIZE: 10 AC BULK REGULATIONS (LDR): SINGLE FAMILY DETACHED SINGLE FAMILY DETACHED MIN LOT AREA: MIN LOT WIDTH:............................................................................. MIN FRONT YARD SETBACK:................................................. MIN SIDE YARD SETBACK:..................................................... MIN REAR YARD SETBACK:................................................... MAX BLDG HT:.............................................................................. MIN ROAD FRONTAGE:...................................................... SETBACK FROM ROW:............................................................... (ARTERIAL OR COLLECTOR ROAD) EXISTING STREAM, WETLAND AND PERENNIAL STREAM BUFFER AREA: WITHIN THE CECIL COUNTY: 63.44 AC 63.44 AC WITHIN THE TOWN OF PORT DEPOSIT: 1.73 AC 1.73 AC MIN COMMON OPEN SPACE: 15% @ 393.734 AC = 59.06 AC 15% @ 393.734 AC = 59.06 AC PROPOSED OPEN SPACE: 185.529 AC @ 47.12%* 185.529 AC @ 47.12%* *CECIL COUNTY PORTION OF PROPERTY ONLY PROPOSED OPEN SPACE AMENITIES: WALKING/ HIKING TRAIL & PAVILIONS WALKING/ HIKING TRAIL & PAVILIONS LANDSCAPE REQUIRED: 15% OF THE DEVELOPMENT ENVELOPE 15% OF THE DEVELOPMENT ENVELOPE BUFFER YARDS: BUFFER YARDS FROM COLLECTOR OR ARTERIAL ROAD: C BUFFER YARDS ALONG INTERNAL STREET: ROW OF TREES BUFFER YARD FROM CONTIGUOUS AGRICULTURAL USES: A (BUFFER YARD MAY BE HALVED BY PLANNING COMMISSION IF THE PRINCIPAL DWELLINGS ARE SETBACK 300FT FROM BOUNDARY LINE). PARKING REQUIRED: 2 SPACES PER DU ADDITIONAL SPACES PROVIDED ON-STREET ON ONE SIDE OF THE STREET SIDEWALK TO BE PROVIDED ON ONE SIDE OF THE STREET
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183.266 AC
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LDR
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NDS/214/579
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12,000 SF 65 FT 30 FT 10 FT 40 FT 35 FT 100/25 FT 50 FT
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TOTAL LAND WITHIN CECIL COUNTY: 393.734 AC
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**REQUEST SUBMITTED TO REMOVE OVERLAY DESIGNATION.
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TAX MAP
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22
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REGULATORY APPROVALS AND PERMITS REQUESTED: (1) FOREST STAND DELINEATION FOREST CONSERVATION PLAN APPROVAL FOREST STAND DELINEATION FOREST CONSERVATION PLAN APPROVAL (2) PLANNING COMMISSION APPROVAL PLANNING COMMISSION APPROVAL (3) ROAD AND STORM DRAIN PLAN APPROVAL ROAD AND STORM DRAIN PLAN APPROVAL (4) EROSION & SEDIMENT CONTROL AND GRADING PERMIT EROSION & SEDIMENT CONTROL AND GRADING PERMIT (5) STORMWATER MANAGEMENT PERMIT STORMWATER MANAGEMENT PERMIT (6) MDE WASTEWATER CONSTRUCTION PERMIT MDE WASTEWATER CONSTRUCTION PERMIT (7) PUBLIC SERVICE COMMISSION GRANTING PUBLIC SERVICE COMMISSION GRANTING (8) ARTESIAL WATER COMPANY FRANCHISE AGREEMENT ARTESIAL WATER COMPANY FRANCHISE AGREEMENT (9) MDE/COE NON-TIDAL WETLANDS PERMIT MDE/COE NON-TIDAL WETLANDS PERMIT (10) STATE HIGHWAY ADMINISTRATION ACCESS PERMIT STATE HIGHWAY ADMINISTRATION ACCESS PERMIT (11) CECIL COUNTY ACCESS PERMIT CECIL COUNTY ACCESS PERMIT (12) CECIL COUNTY DEPARTMENT OF PUBLIC WORKS- SEWER DESIGN APPROVAL CECIL COUNTY DEPARTMENT OF PUBLIC WORKS- SEWER DESIGN APPROVAL (13) MDE NPDES PERMITMDE NPDES PERMIT
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MAP: 22 P. 37 CHRISTOPHER BANNON NDR/188/874 WLB/590/127 ZONED: SR
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P. 398
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P. 355
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P. 354
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P. 353
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P. 352
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P. 350
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MAP: 22 P. 36 CHRISTOPHER BANNON WLB/2035/633 ZONED: SR
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MAP: 22 P. 34 EDWARDS CRAIG NDS/256/221 ZONED: SR
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MAP: 22 P. 218 DUSTIN NEEL 2728/28 PLAT: MS2302 ZONED: SR
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MAP: 22 P. 19 NEIL FLAMER & KELLY NEREIDA NDS/4275/453 ZONED: SR
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MAP: 22 P. 18 THOMAS JANNEY JR. WLB/926/580 PLAT: 5-268 ZONED: SR
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MAP: 22 P. 17 PAULINE KEETLEY WLB/256/709 PLAT: 5-268 ZONED: SR
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MAP: 700 P. 94 TOWN OF PORT DEPOSIT NDS 5-260 ZONED: R2
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MAP: 22 P. 35 EDWARDS CRAIG NDS/221/411 ZONED: SR
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ABBREVIATIONS
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C.O.S
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SWM
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COMMON OPEN SPACE
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STORMWATER MANAGEMENT AREA
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I, THOMAS M. MINER CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 46810 EXP. DATE: 06/10/2021
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SYMBOL
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UNIT NAME
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HYDRIC
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K-VALUE
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HYDRIC GROUP
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DEPTH TO WATER TABLE (FT)
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BkD
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BRINKLOW CHANNERY LOAM
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-
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0.28
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C
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-
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BrvF
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BRINKLOW CHANNERY LOAM (VERY STONY)
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-
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0.32
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C
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-
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GeB2
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GLENELG SILT LOAM
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-
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0.43
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B
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4
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GeC2
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GLENELG SILT LOAM
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-
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0.43
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B
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4
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GeC3
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GLENELG SILT LOAM
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-
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0.43
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B
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4
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GeD2
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GLENELG SILT LOAM
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-
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0.43
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B
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4
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GeD3
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GLENELG SILT LOAM
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-
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0.43
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B
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4
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GnA
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GLENVILLE SILT LOAM
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-
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0.43
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C
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1
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GnB2
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GLENVILLE SILT LOAM
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-
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0.43
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C
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1
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GnC2
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GLENVILLE SILT LOAM
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-
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0.43
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C
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1
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Ha
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HATBORO SILT LOAM
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X
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-
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D
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-
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MaB
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MADE LOAM
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I
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-
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B
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-
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MIB2
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MANOR LOAM
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-
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0.43
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B
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10
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MIC2
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MANOR LOAM
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-
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0.28
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B
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10
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MIC3
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MANOR LOAM
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-
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0.28
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B
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10
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MID2
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MANOR LOAM
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-
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0.32
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B
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10
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MID3
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MANOR LOAM
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-
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0.32
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B
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10
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X = HYDRIC I = INCLUSIONAL SOILS K-VALUE > 0.35 = HIGHLY ERODIBLE
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SOILS CHART
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EX
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EXISTING
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PROP
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PROPOSED
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DEVELOPMENT SUMMARY
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1. ALL WATER AND SEWER MAINS WILL BE 8 INCHES UNLESS OTHERWISE NOTED. ALL WATER AND SEWER MAINS WILL BE 8 INCHES UNLESS OTHERWISE NOTED. 2. FORCE MAIN SIZE TO BE DETERMINED DURING FINAL DESIGN. FORCE MAIN SIZE TO BE DETERMINED DURING FINAL DESIGN. 3. ALL LOTS ARE FOR SALE. ALL LOTS ARE FOR SALE. 4. A MINIMUM AREA OF 15% OF THE DEVELOPMENT ENVELOPE WILL BE LANDSCAPED. A MINIMUM AREA OF 15% OF THE DEVELOPMENT ENVELOPE WILL BE LANDSCAPED. 5. THIS PROJECT IS IN CONFORMANCE WITH THE CECIL COUNTY COMPREHENSIVE PLAN, AS THIS PROJECT IS IN CONFORMANCE WITH THE CECIL COUNTY COMPREHENSIVE PLAN, AS AMENDED 12/20/2011. 6. THERE ARE NO EXISTING STRUCTURES ON SITE. THERE ARE NO EXISTING STRUCTURES ON SITE. 7. THERE IS NO 100-YEAR FLOODPLAIN LOCATED ON THE PROPERTY AS DESCRIBED BY THERE IS NO 100-YEAR FLOODPLAIN LOCATED ON THE PROPERTY AS DESCRIBED BY FEMA FIRM MAP PANEL NO. 24015C0126E, DATED 05/04/2015.
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NOTES
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APPROVED: CECIL COUNTY DEPARTMENT OF CECIL COUNTY DEPARTMENT OF LAND USE AND DEVELOPMENT SERVICES DIRECTOR DATE DATE APPROVED: CECIL COUNTY LAND USE AND DEVELOPMENT SERVICES CECIL COUNTY LAND USE AND DEVELOPMENT SERVICES DIVISION OF DEVELOPMENT PLANS REVIEW CHIEF DATE DATE APPROVED: CECIL COUNTY DEPARTMENT OF HEALTH CECIL COUNTY DEPARTMENT OF HEALTH ENVIRONMENTAL HEALTH SERVICES APPROVING AUTHORITY DATEDATE
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MAP: 22 P. 19 NEIL FLAMER & KELLY NEREIDA NDS/4275/453 ZONED: SR
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MAP: 29 P. 648 BAINBRIDGE DEVELOPMENT CORPORATION DEED: 874/508 ZONED: BX BAINBRIDGE MIXED USE
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PHASING BREAKDOWN
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PHASE
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NUMBER OF LOTS PER PHASE
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1
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61 LOTS
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2
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69 LOTS
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3
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32 LOTS
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4
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131 LOTS
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5
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50 LOTS
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6
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73 LOTS
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7
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62 LOTS
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8
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57 LOTS
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BOUNDARY LINE
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EX CONTOURS
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EX TREELINE
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EX EDGE OF PAVING
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SOIL BOUNDARY
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WETLAND BUFFER
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WATERS OF THE U.S.
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STREAM BUFFER
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NON-TIDAL WETLANDS
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PROP ROW
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STEEP SLOPES 15%%%-25%%%
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STEEP SLOPES >25%%%
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PROP BUILDING
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PROP LOT LINE
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PROP WALKING TRAIL
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PROP PAVEMENT EDGE
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PROP TREELINE
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PROP ROW DEDICATION
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US GOVERNMENT WATER ESMT.
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TO BE RETAINED
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LEGEND
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PROP ESD
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STORMWATER QUALITY
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PROP STORMWATER POND
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STORMWATER QUANTITY
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PROP GRINDER PUMP LOT
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PROP PHASING LINE
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EXACT LOCATION OF PROPOSED FORCE MAIN CONNECTION TO THE PUBLICLY FUNDED SEWER MAIN TO THE NEW WASTE WATER TREATMENT PLANT TO BE DETERMINED DURING FINAL DESIGN
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1. TOPOGRAPHY INFORMATION BASED ON CECIL COUNTY AERIAL TOPO. TOPOGRAPHY INFORMATION BASED ON CECIL COUNTY AERIAL TOPO. 2. BOUNDARY INFORMATION BASED ON DEED MOSAIC CREATED FROM DEED BOUNDARY INFORMATION BASED ON DEED MOSAIC CREATED FROM DEED REFERENCE NDS/214/579 AND CECIL COUNTY TAX MAP. 3. SOIL BOUNDARIES AND INFORMATION BASED ON SOIL SURVEY OF CECIL COUNTY, SOIL BOUNDARIES AND INFORMATION BASED ON SOIL SURVEY OF CECIL COUNTY, MARYLAND DATED DECEMBER 1973. 4. CRITICAL AREA BOUNDARY FROM COUNTY MAPS. CRITICAL AREA BOUNDARY FROM COUNTY MAPS. 5. PORT DEPOSIT CORPORATION LINE FROM CECIL COUNTY TAX MAP. PORT DEPOSIT CORPORATION LINE FROM CECIL COUNTY TAX MAP. 6. THERE IS NO 100 YEAR FLOODPLAIN PER FEMA PANEL NO. 240015C0126E. THERE IS NO 100 YEAR FLOODPLAIN PER FEMA PANEL NO. 240015C0126E. 7. A WETLAND DELINEATION WAS PREFORMED ON OCTOBER 28 - 30, 2019. A WETLAND DELINEATION WAS PREFORMED ON OCTOBER 28 - 30, 2019. 8. A REVISED FOREST STAND DELINEATION OF THE PROPERTY HAS BEEN SUBMITTED A REVISED FOREST STAND DELINEATION OF THE PROPERTY HAS BEEN SUBMITTED PENDING APPROVAL. THE REVISED FOREST STAND DELINEATION PLAN WAS REVISED FROM PREVIOUSLY APPROVED PLAN APPROVED ON JANUARY 21, 2009. 9. THE PROPERTY WILL BE SERVED BY CECIL COUNTY SEWER AND ARTESIAN WATER. THE PROPERTY WILL BE SERVED BY CECIL COUNTY SEWER AND ARTESIAN WATER. 10. FOR DENSITY CALCULATION PURPOSES, ONLY THE LAND WITHIN CECIL COUNTY FOR DENSITY CALCULATION PURPOSES, ONLY THE LAND WITHIN CECIL COUNTY (393.734 ACRES) IS INCLUDED IN THE PROJECT. 11. A HOMEOWNER'S ASSOCIATION FOR MAINTENANCE OF COMMON OPEN SPACE WILL A HOMEOWNER'S ASSOCIATION FOR MAINTENANCE OF COMMON OPEN SPACE WILL BE ESTABLISHED WITH $50 PER RECORDED LOT PLACED IN ESCROW FOR IMPROVEMENTS PRIOR TO RECORDATION. 12. A BUFFER YARD C IS PROPOSED ALONG THE PROPERTY ROAD FRONTAGE OF A BUFFER YARD C IS PROPOSED ALONG THE PROPERTY ROAD FRONTAGE OF OF MD ROAD 222 AND 276. 13. STORM WATER MANAGEMENT SHALL BE PROVIDED PER MARYLAND DEPARTMENT STORM WATER MANAGEMENT SHALL BE PROVIDED PER MARYLAND DEPARTMENT OF THE ENVIRONMENT 2007 DESIGN GUIDELINE & WILL BE IN COMPLIANCE WITH THE MAY, 4 2010 CECIL COUNTY STORM WATER MANAGEMENT ORDINANCE PROVIDED TO ALL STORM WATER MANAGEMENT FACILITIES FROM COUNTY RIGHT OF WAY. 10 YEAR AND 100 YEAR MANAGEMENT WILL BE PROVIDED. 14. EACH LOT IN THE PROPOSED DEVELOPMENT WILL BE PROVIDED WITH WATER AND EACH LOT IN THE PROPOSED DEVELOPMENT WILL BE PROVIDED WITH WATER AND SEWER SERVICE BY WAY OF CENTRALIZED SYSTEMS. THE PROJECTED WATER AND SEWER FLOW FOR THE GRANITE CLIFFS COMMUNITY IS 144,450 GALLONS PER DAY GALLONS PER DAY GALLONS PER DAY (3 PEOPLE X 90 GALLONS PER DAY X 535 UNITS). THE PROPERTY IS CONTAINED WITHIN THE W-3 (2-3 YEARS) AREA FOR WATER SERVICE AND THE S-3 (2-3 YEARS) AREA FOR SEWER SERVICE IN THE CECIL COUNTY MASTER WATER AND SEWER PLAN. 15. WATER SERVICE FOR THE DEVELOPMENT WILL BE PROVIDED BY THE PRIVATE WATER SERVICE FOR THE DEVELOPMENT WILL BE PROVIDED BY THE PRIVATE ARTESIAN WATER COMPANY BY EXTENDING A 12"± WATER MAIN FROM THE EXISTINGBAINBRIDGE WATER TANK TO THE PROJECT SITE. THE ARTESIAN WATER COMPANY AND CECIL COUNTY GOVERNMENT WILL ENTER INTO A "FRANCHISE AGREEMENT" THAT WILL BE SUBMITTED TO THE STATE OF MARYLAND PUBLIC SERVICE COMMISSION FOR APPROVAL. ALL FINAL DESIGN AND CONSTRUCTION DRAWINGS WILL BE PREPARED IN ACCORDANCE TO THE ARTESIAN WATER COMPANY DESIGN STANDARDS FOR THEIR APPROVAL. A BLANKET EASEMENT WILL BE ESTABLISHED WITHIN THE PROPOSED ROADS RIGHT-OF-WAY'S FOR MAINTENANCE PURPOSED. THE WATER SYSTEM WILL PROVIDE ADEQUATE DOMESTIC PRESSURE AND FIRE FLOW TO ALL POINTS IN THE SYSTEM. 16. SEWER SERVICE FOR THE DEVELOPMENT WILL BE PROVIDED BY CECIL COUNTY, SEWER SERVICE FOR THE DEVELOPMENT WILL BE PROVIDED BY CECIL COUNTY, MARYLAND. THE DEVELOPER WILL EXTEND A NEW SEWER MAIN AND FORCE MAIN TO CONNECT TO THE PROPOSED PUBLICLY FUNDED SEWER EXTENSION FROM THE NEW PORT DEPOSIT WASTEWATER TREATMENT PLANT. 17. A PRELIMINARY TRAFFIC IMPACT STUDY HAS BEEN SUBMITTED TO CECIL COUNTY A PRELIMINARY TRAFFIC IMPACT STUDY HAS BEEN SUBMITTED TO CECIL COUNTY FOR REVIEW. 18. ALL INFRASTRUCTURE PLANS, INCLUDING STORMWATER MANAGEMENT, MASS AND ALL INFRASTRUCTURE PLANS, INCLUDING STORMWATER MANAGEMENT, MASS AND FINAL GRADING, ROAD AND STORM DRAINS, AS WELL AS WATER AND SEWER PLANS, SHALL BE APPROVED PRIOR TO RECORDATION OF FINAL PLATS. 19. EXACT WIDTH OF UTILITY EASEMENTS SHALL BE DETERMINED DURING PREPARATION EXACT WIDTH OF UTILITY EASEMENTS SHALL BE DETERMINED DURING PREPARATION OF FINAL CONSTRUCTION DOCUMENTS. 20. THE EXISTING U.S. GOVERNMENT EASEMENT AND EXISTING WATER PIPE SHALL BE THE EXISTING U.S. GOVERNMENT EASEMENT AND EXISTING WATER PIPE SHALL BE RETAINED, EXCEPT FOR THE SECTION INDICATED ON THE PLAN AS BEING RELOCATED TO AVOID PROPOSED STRUCTURES. 21. A PROTOCOL TWO ROAD CONDITION SURVEY AT BURLIN ROAD EXTENDING FROM A PROTOCOL TWO ROAD CONDITION SURVEY AT BURLIN ROAD EXTENDING FROM ROCK RUN ROAD TO MARYLAND ROUTE 276 AND ASSOCIATED IMPROVEMENT PLAN SHALL BE PREPARED AND SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS PRIOR TO SUBMITTAL OF THE PRELIMINARY PLAN TO THE PLANNING COMMISSION. THE MINIMUM ROAD IMPROVEMENTS REQUIRED SHALL BE IN ACCORDANCE WITH SECTION 3.07.15 OF THE ROAD CODE. 22. A GEO-TECHNICAL ENGINEER WILL PROVIDE ANALYSIS FOR WETLANDS/ STREAM A GEO-TECHNICAL ENGINEER WILL PROVIDE ANALYSIS FOR WETLANDS/ STREAM ROAD CROSSINGS IN COORDINATION WITH THE PREPARATION OF THE ROAD AND STORM DRAIN CONSTRUCTION PLANS. 23. ALL PROPOSED ROADS WILL BE CLOSED-SECTION. ALL SANITARY SEWER LINES ALL PROPOSED ROADS WILL BE CLOSED-SECTION. ALL SANITARY SEWER LINES OUTSIDE COUNTY RIGHT OF WAY WILL BE LOCATED IN 20' WIDE UTILITY EASEMENTS. THE FINAL PLAT WILL REFLECT ALL EASEMENT WIDTHS. IF DURING CONSTRUCTION, EASEMENT WIDTHS CHANGE, THE FINAL PLAT WILL BE REVISED ACCORDINGLY. 24. EXACT LOCATIONS OF ALL STORM WATER MANAGEMENT FACILITIES SHALL BE EXACT LOCATIONS OF ALL STORM WATER MANAGEMENT FACILITIES SHALL BE DETERMINED DURING FINAL DESIGN. THE DEVELOPER WILL OBTAIN ALL NECESSARY AND APPROPRIATE EASEMENTS AS NEEDED FROM ADJACENT PROPERTY OWNERS PER SECTION 251-13 AND 251-15.D OF THE CECIL COUNTY STORM WATER MANAGEMENT ORDINANCE. 25. WHERE DETERMINED NECESSARY BY THE UTILITY COMPANIES, THE OWNER, THE WHERE DETERMINED NECESSARY BY THE UTILITY COMPANIES, THE OWNER, THE DESIGNER OR DEPARTMENT OF PUBLIC WORKS, UTILITY POLES WILL BE RELOCATED AT THE DEVELOPER'S EXPENSE. 26. ALL DRIVEWAYS WILL BE PAVED AT LEAST TO THE RIGHT OF WAY. THE DRIVEWAY ALL DRIVEWAYS WILL BE PAVED AT LEAST TO THE RIGHT OF WAY. THE DRIVEWAY PAVING MUST BE COMPLETE FOR ALL LOTS AT THE TIME WHEN THE SURFACE COURSE FOR THE INTERNAL ROADS IS INSTALLED. THIS REQUIREMENT INCLUDES ANY VACANT BUT PLATTED LOTS. ANY DRIVEWAY EXCEEDING 5% UP-GRADIENT-SLOPE FROM THE ROADWAY MUST BE PAVED TO THE CREST. IF THE DEVELOPMENT IS PHASED THESE REQUIREMENTS WILL APPLY TO EACH PHASE WHEN 80% OF THE LOTS ARE BUILT-OUT. ALL OF THESE REQUIREMENTS MUST BE REFLECTED ON THE LOT GRADING PLAN. 27. EACH HOME SHALL MEET THE CECIL COUNTY'S ADDRESSING ORDINANCE. EACH EACH HOME SHALL MEET THE CECIL COUNTY'S ADDRESSING ORDINANCE. EACH BUILDING SHALL BE MARKED WITH A UNIT NUMBER (1 THRU TO THE LAST BUILDING). THE NUMBERS SHALL BE 12" IN SIZE AND LOCATED TO THE STREET SIDE OF THE BUILDING. 28. ALL FIRE HYDRANTS SHALL BE SPACED 400' APART, BUT NOT MORE THAN 500'. ALL FIRE HYDRANTS SHALL BE SPACED 400' APART, BUT NOT MORE THAN 500'. 29. HYDRANTS SHALL BE COLOR CODED PER NFPA 291 AND ARE NOT TO BE HIDDEN HYDRANTS SHALL BE COLOR CODED PER NFPA 291 AND ARE NOT TO BE HIDDEN OR OBSTRUCTED BY LANDSCAPING. REF. IFC 2006, SECTION 508.5.4 & 508.5.5. 30. RESIDENTIAL SPRINKLERS SHALL BE CLEARLY LABELED TO THE STREET SIDE OF RESIDENTIAL SPRINKLERS SHALL BE CLEARLY LABELED TO THE STREET SIDE OF THE BUILDING, AND HAVE A 1.5" FEMALE SWIVEL COUPLING AND CAPPED. THE "FIRE DEPARTMENT CONNECTION" SHALL BE LOCATED TO THE FRONT OF THE BUILDING, AND SHALL BE CLEARLY MARKED WITH A REFLECTIVE 12"x18" SIGN TO READ "FIRE DEPARTMENT CONNECTION", WITH WHITE BACKGROUND & RED LETTERS. 31. A FINAL BOUNDARY LINE SURVEY SHALL BE COMPLETED PRIOR TO THE A FINAL BOUNDARY LINE SURVEY SHALL BE COMPLETED PRIOR TO THE PRELIMINARY PLAN SUBMITTAL. 32. 33. NO DWELLINGS OR IMPERVIOUS SURFACES SHALL OCCUR ON SLOPES WITH A NO DWELLINGS OR IMPERVIOUS SURFACES SHALL OCCUR ON SLOPES WITH A GRADE OF 25% OR MORE COVERING A CONTIGUOUS AREA OF 10,000 SF OR MORE. THESE SLOPES SHALL BE SHOWN ON THE PRELIMINARY PLAN. 34. EXPANDED STREAM BUFFERS HAVE BEEN PROVIDED ON ALL PERENNIAL AND EXPANDED STREAM BUFFERS HAVE BEEN PROVIDED ON ALL PERENNIAL AND INTERMITTED STREAMS. A 25' BUFFER HAS BEEN PROVIDED ON ALL NON-TIDAL WETLANDS. DISTURBANCE TO ANY STREAM BUFFER WILL REQUIRE A VARIANCE APPROVAL BY CECIL COUNTY. PERMITS WILL BE REQUIRED FROM THE CORPS OF ENGINEERS AND MARYLAND DEPARTMENT OF THE ENVIRONMENT FOR ALL NON-TIDAL WETLANDS AND STREAM IMPACTS PRIOR TO RECORDATION OF THAT PHASE OF DEVELOPMENT. 35. WILDLIFE HERITAGE SERVICE HAS DETERMINED THAT THERE ARE NO STATE OR WILDLIFE HERITAGE SERVICE HAS DETERMINED THAT THERE ARE NO STATE OR FEDERAL RECORDS FOR RARE, THREATENED, OR ENDANGERED SPECIES PER REVIEW FROM MARYLAND DNR DATED 11/12/2008. 36. SIDEWALKS WILL BE LOCATED ON ONE SIDE OF ALL INTERNAL ROADS. SIDEWALKS WILL BE LOCATED ON ONE SIDE OF ALL INTERNAL ROADS. 37. STREET TREES WILL BE PROVIDED IN A 10' WIDE PLANTING EASEMENT, OUTSIDE OF STREET TREES WILL BE PROVIDED IN A 10' WIDE PLANTING EASEMENT, OUTSIDE OF ALL ROAD RIGHT-OF-WAYS ALONG BOTH SIDES OF ALL INTERNAL ROADS. 38. UNOBSTRUCTED 10' ACCESS EASEMENTS WILL BE PROVIDED TO INSURE PEDESTRIAN UNOBSTRUCTED 10' ACCESS EASEMENTS WILL BE PROVIDED TO INSURE PEDESTRIAN WALKWAYS TO THE COMMUNITY RECREATIONAL AREAS, SCHOOLS, ETC.. AS PER SECTION7.2.12.B.12 OF THE SUBDIVISION REGULATIONS. 39. AN INTERSECTION & STOPPING SIGHT DISTANCE SUBMITTAL FOR THE PROPOSED AN INTERSECTION & STOPPING SIGHT DISTANCE SUBMITTAL FOR THE PROPOSED BURLIN ROAD AND ROUTE 276 ACCESS WILL BE MADE TO THE COUNTY AND SHA AND APPROVED PRIOR TO SUBMITTING PRELIMINARY PLAN TO TAC FOR REVIEW. 40. REQUIRED ACCELERATION/DECELARATION LANES WILL BE DESIGNED AND SHOWN REQUIRED ACCELERATION/DECELARATION LANES WILL BE DESIGNED AND SHOWN ON THE PRELIMINARY PLAN SUBMITTAL TO THE COUNTY AND STATE.
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10'
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10'
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PROP WATER MAIN
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PROP SAN SEWER
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WHC
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SHC
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TYPICAL 12,000± SF LOT LAYOUT
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70'±
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172'±
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10' PLANTING ESMT.
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4' SIDEWALK (R-24 ONE SIDE ONLY)
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NOT TO SCALE
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PROP STORMDRAIN SYSTEM
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PROP CECIL CO. MODIFIED (ROLLED) CURB & GUTTER (R-26)
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SHED 120SF±
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PATIO 150SF±
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CURB DETAILS
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STANDARD ROAD & STREET DETAILS
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CECIL COUNTY DEPARTMENT OF PUBLIC WORKS
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REVISED
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R-26
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2'-2"
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18"
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8"
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1 1/2"
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2 1/4"
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8 5/16"
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7 3/16"
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1'-3 1/2"
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7"
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R = 1"
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S.H.A. MIX NO. 2 CONCRETE (3000 P.S.I.)
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DEPRESSED CURB AT DRIVEWAY ENTRANCE
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1 7/16"
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STANDARD COMBINATION CURB AND GUTTER
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13 1/4"
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10 3/4"
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8"
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11 1/2"
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2'-0"
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MODIFIED COMBINATION CURB AND GUTTER
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NOTE: MODIFIED COMBINATION CURB & GUTTER TO BE USED ONLY ON MINOR ROADS, CUL-DE-SAC ROADS, MINOR COLLECTOR ROADS, AND MEDIANS
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R = 1"
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6 %
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R = 10"
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R = 14"
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S.H.A. MIX NO. 2 CONCRETE (3000 P.S.I.)
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12"
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FLOW LINE
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4" GRAVEL OR CRUSHED STONE
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4" GRAVEL OR CRUSHED STONE
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FLOW LINE
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05/07
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STANDARD 4' SIDEWALK
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STANDARD ROAD & STREET DETAILS
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CECIL COUNTY DEPARTMENT OF PUBLIC WORKS
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REVISED
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R-24
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NOTES: 1. SIDEWALKS TO BE SCRIBED IN 4' SQUARES. 2. EXPANSION JOINTS ACROSS THE SIDEWALK NOT LESS THAN 12' APART AND NOT MORE THAN 16' APART. 3. 1/2" PRE FORMED BITUMINOUS EXPANSION JOINT FILLER IN EXPANSION JOINTS TO BE 1/4" WIDE, 1/4" BELOW SURFACE OF SIDEWALK. 4. CONCRETE TO BE 3000 P.S.I., S.H.A. MIX NO. 2 5. WHEN SIDEWALK ABUTS CURB, WALK SHALL BE 1/4" MAX. ABOVE CURB. 6. 6" x 6" 10 GUAGE WIRE MESH TO BE USED CONTINUOUSLY FOR ALL SIDEWALKS, PLACED 2" CLEAR OF THE BASE.
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4" CONCRETE
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WIRE MESH (SEE NOTE 8)
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4" GRAVEL OR CRUSHED STONE ON COMPACTED SUBGRADE
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4'-0"
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2%%% MAX (REFER TO GRADING PLAN(S)
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2"
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05/07
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I, THOMAS M. MINER CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 46810 EXP. DATE: 06/10/2021
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ROAD NAME
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ROAD CLASSIFICATION
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MIN SLOPE %
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MAX SLOPE %
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A
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MINOR COLLECTOR/MINOR
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1.5
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10.1
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B
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MINOR COLLECTOR
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2.6
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8.0
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C
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MINOR
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4.6
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7.2
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D
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MINOR
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1.1
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8.0
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E
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MINOR COLLECTOR
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1.0
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9.7
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F
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MINOR COLLECTOR
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1.2
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3.8
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G
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MINOR
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1.7
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7.3
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H
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MINOR
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1.8
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5.1
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I
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MINOR
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1.0
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3.4
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J
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MINOR
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2.0
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4.9
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ROAD DATA
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LIST OF ADJOINERS
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GENERAL NOTES