HomeMy WebLinkAboutARB201700139 Presentation Architectural Review Board Approval 2018-02-12AREA SUMMARY:
LOTS
521.948
PRIVATE ROW
68.568
PUBLIC ROW
140,785
FmINIMUM
OPEN SPACE
282,196
TOTAL
1,013,49;
LOT AREA SINGLE FAMILY
DETACHEI
MINIMUM LOT AREA SINGLE FAMILY
ATTACHE[
LOT AREA:
LOT
AREA (SF)
L(
1
6,106
5(
2
5,250
5'
3
5,250
5f
4
5,208
51
5
5,100
6(
6
5,250
6'
7
5,250
6:
8
5,250
6;
9
5,250
6:
10
5,250
6!
11
5,250
6(
12
5,250
6
13
5,250
6f
14
5,250
6(
15
5,250
7(
16
5,383
7
17
5,968
7:
18
5,968
71
19
5,968
7,
20
5,968
7!
21
6,479
71
22
5,921
7"
23
5,359
71
24
5,420
7!
25
5,458
81
26
5.474
8
27
5,862
8:
28
8,122
8;
29
11,805
81
30
11,404
8!
31
8,612
81
32
7,155
8'
33
7,638
81
34
7,707
81
35
5,250
91
36
5,250
9
37
5,768
9:
38
5,787
9.
39
5,250
91
40
5,250
9!
41
5,250
91
42
5,250
9"
43
5,250
91
44
2,677
91
45
2,040
1(
46
2,040
1(
47
2,677
1(
48
2,677
1(
49
2,040
V
50
2,046
V
51
2,911
V
52
2,141
V
53
1,415
V
54
1,871
V
55
1,870
11
LL
SF (11.98 AC.)
SF (1.57 AC.)
SF (3.23 AC.)
SF (6.48 AC.)
SF (23.27 AC.)
- 4,000 SF
- 1,000 SF
T
AREA (SF)
1,360
1,360
2,353
3,449
2,040
2,677
2,678
2,040
2,712
3,003
2,040
2,040
2,677
2,677
2,040
2,040
3,369
5,698
4,515
4,515
4,515
4,515
6,775
6,454
4,515
4,515
4,515
4,515
4,515
7,652
5,949
4,515
4,515
4,515
4,515
4,515
4,515
i
4,515
5,384
6,869
4,515
4,515
I
4,515
1
4,515
0
4,515
1
4,515
12
4,515
13
6,831
14
6,202
15
4,515
16
4,515
17
4,515
18
4,515
9
4,515
0
4,515
1
6,849
GENERAL CONSTRUCTION NOTES
CONTINUED...
CONCRETE&ASPHALT
1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY
CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO
REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION.
2.ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS.
SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS.
3.CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT
(F) IN THE SHADE AND RISING.
4.1/2' PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW
SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP
RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS
WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM.
5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO
THE NEAREST JOINT.
6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS.
REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT.
EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE
DIRECTION OF TRAFFIC.
T DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR.
8.SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG
THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER.
TRAFFIC & SIGNAGE
1. ALL 'NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT
MANAGER.
2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR
FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE
DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREET'S OWNER OR AUTHORITY.
3.CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC
RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL
TIMES.
4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE
COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE
AT ALL TIMES DURING THE WORK.
5.CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN
ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12)
HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW
ENTRANCES ARE CONSTRUCTED.
6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC
SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS
WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN
PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE
PAYMENT WILL BE MADE.
\j 30
31
28 29 -� /32
27 33
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OPEN SPACE ,
25
24 ALLEY H
23 104 105 106 107 108 109 110 111 i
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86 87 88 89 90 91 92 93 94 a ("36
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\ 1 ±665' TO GLEN VALLEY DR.
t 1330' TO RTE. 250
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