HomeMy WebLinkAboutSDP198400010 Plan - Approved Final Site Plan and Comps. 1984-11-15G E N E R A L CONSTRUCTION N OT E S
1, ALL EXTERIOR LI GH TING SHALL BE DIRECTED SO AS NOT TO DISTURB
ADJACENT SITES AND STREETS
2 LANDSCAPE MATERIALS SHALL BE MAINTAINED IN A HEALTHY CONDITION
MATERIALS THAT DIE SHALL BE REPLACED.
J. PAVEMENT SPECS BASE TO BE AGGR. MAT IL SIZE 21 OR 214
COMPACTED TO A DEPTH OF 6" WITH l ;/2" 5-4 (?R S- 5 ALL AREA,;
4. SEEDING SPECS. SHALL BE OUTLINED AS IN THE SOIL EROSION AND
SEDIMENTATION CONTROL REPORT.
5. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT
THE JOB SITE AND REPORT ALL /NCONSISTANCIES TO THE ENGINEER
AND/OR ARCHI TECT.
6. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE
OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN ARE ONLY APPROX / MAT EL Y CORRECT. THE
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECE55AR Y.
7. THE CONTRACTOR SHALL BE RESP0NSIBL E FOR NOT/F YING "MISS
UT I L / TY " ( I - 800 - 552 - 7001 )
8. NO SLOPE SHALL BE GRADED STEEPER THAN 2 1
9. ALL DISTURBED AREAS WILL BE SEEDED TO SPECS OR OTHERWISE STABILIZED
/A✓ ACCORDANCE WI TH THE REOU/REMENTS OF THE ALBEMARLE COUNTY
SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE NO AREA DISTURBED
BY THIS CONSTRUCTION SHALL BE LEFT UNSTABIL/ZED FOR A TIME
PER/OD GRE4 TER THAN 60 DAYS.
/0. A 30 `x 50 ` GRAVEL PAD SHALL BE MAINTAINED AT THE ENTRANCE TO THE
SITE DURING THE CONSTRUCTION PERIOD TO CLEAN MUD AND DEBRIS FROM
THE TIRES OF DEPARTING VEHICLES.
//. ALL SIGNS, BUILDINGS AND PLAYGROUND ECU/PMENTS MUST BE BEHIND THE
3C'BUILDIN 6 SETBACK LINE UNLESS OTHERWISE APPROVED BY THE
COUNTY OF AL BEMARL E.
L E G E N D
E X I S T I N G PRO PO S E D
CONTOUR ---355---- 355
DRAI NA GE PIPE -
S A N S E W E R -- ---- -
W A T E R L I N E -
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SE C T I ON A A
K E Y
SITE TOTAL & LAND USE
DATA
TO TAL SITE AREA 0. 7857 ACRE 34, 223
S F
GROSS FLOOR AREA 2693 S F
PARKING SPACES REOUIRED 35 /3/ /,000
SF GFA
PARKING PROVIDED
HANDICAP SPACES 2
9'x 18, SPACES 39
TOTAL 4/
CURRENT Z 0 N / NG P. D. S C.
PRO POSED ZONIN G
7-0 T A L NUMBER OF EX P E C T E D E M P L O Y E E S
TOTAL BUILDING COVERAGE
7%
PA V E M E N T COVERAGE (Includingwalk
J 6 9
OP E N S P A C E
24
D E V E L OPER BURGER K IN G C 0 R P 0 R 4 F 1 0 N
303 FELLOWSHIP ROAD
MT LAUREL , NEW JERSEY
0805•1
OWNER RIVERSEND LIMITED PARTNERSHIP
PROPERTY IS PORTION OF PARCEL 17D ON T M
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C H E D U L E O F L A N D S C A P E MATERIALS b e removed
(to be built in accordance with requiremer.!s
COMMON NAME SIZE QUANTITY BOTI NICAL_NAME \4 /ZS_q/ R of VDH8T 8 subject /o inspection 8
MUGHO PINE 3 height 31 PINUS MUGO M U G H U S -_�-`*ed__ approval by VOH 8 T J
A N D 0 R R A J U N I PER I gal. 26 J U N I P E R U S H 0 R I Z 0 N T A L I S PLUM0SA
S K Y L I N E HONE Y LOCUST 2- 21/2"caliper 7 G L E D I T S I A TR IA CAN THUS 1 N E R M I S
CRANBERRY COTUNEAS TER 2' he g h t I I CO TONE AS TER AP I CU L A T A - _ �- --_ Exist _8_San. Sewer 4ppr0x Locution
CANADA H E M L 0 C K 5'-6` h e i g h t 3 TSU G A C A N A D E N S IS
JAPANESE B A R B E R R Y 2` he i g h t 3 7 8 E R 8 E R I S T H U N 8 E R G I I -�- --
S I T E B E N CH M A R K
UPRIG H T Y E W 3-4hei ght 17 TAX US MEDI A HAYFIELD II Fire H y d ran t - --
Fire Flow at Exist. Fire Hydrant
S UGA R M A P L E 2- 2 1 /2" ca I iper 3 A C E R S A C C H U R U M T o o ° f V a l v e 20 00 , g pm @ 20 psi residua /
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