Subdivision, Site Plan and Conditional Use Approval
Road Design Standards* | |
|---|---|
Local Street | |
Design speed (miles per hour) | 35 |
Maximum degree of curve (degrees) | 16 |
Minimum stopping sight distance (feet) | 240 |
Minimum centerline grade (percent) | 0.75% |
Maximum centerline grade (percent) | 8.0% |
Maximum curve superelevation (percent) | 8.0% |
NOTES: | ||
|---|---|---|
* | All designs shall be in accordance with: | |
A. | A Policy on Geometric Design of Rural Highways, American Association of State Highway Officials, latest revision; | |
B. | A Policy on Arterial Highways in Urban Areas, American Association of State Highway Officials, latest revision; and/or | |
C. | Traffic Engineering Handbook, Institute of Traffic Engineers, latest revision. | |
Minimum Required Setback | ||||
|---|---|---|---|---|
Zoning District | Front (feet) | Side (feet) | Rear (feet) | |
GC | 5 | 5 | 5, plus a solid wood fence | |
DC | 50 | 50 | 50 | |
HC | 35 | 15 | 20 | |
NC | 10 | 10 | 10 | |
RC | 50 | 30 | 35 | |
IBP | 10 | 10 | 10 | |
AG, FA-70, FA-25, FA-10, RD-5, RD-4, RD-2.5, RD-1 | 25 | 15 | 25 | |
GA-I, GA-M, GA-L | Not allowed | 10 | 10 | |
R-9, R-22 | Not allowed | 5 | 5 | |
A (degrees) | B (feet) | C (feet) | D (feet) | E (feet) | F (feet) | |
|---|---|---|---|---|---|---|
0º | 9.0 | 9.0 | 12.0 | 19.0 | 34.0 | |
45º | 9.0 | 19.8 | 13.0 | 12.7 | 52.5 | |
60º | 9.0 | 21.0 | 18.0 | 10.4 | 60.0 | |
90º | 9.0 | 18.0 | 24.0 | 9.0 | 62.0 | |
30º | 9.0 | 17.3 | 11.0 | 18.0 | 45.6 | |
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NOTES: | |
* Additional width may be required where the aisle serves as the principal means of access to on-site buildings or structures. | |
** Curbed islands are required at the ends of aisles where necessary for traffic control. |
Width of Site Frontage (feet) | Number of Driveways | |
|---|---|---|
150 or less | 1 | |
Between 151 and 300 | 2 | |
Over 300 | To be specified by Planning Board on advice of Township Engineer |
Allowable Speed on Road (miles per hour) | Required Sight Distance (feet) | |
|---|---|---|
25 | 150 | |
30 | 200 | |
35 | 250 | |
40 | 300 | |
45 | 350 | |
50 | 400 |
One-Way Operaion | Two-Way Operation | ||||
|---|---|---|---|---|---|
Use | Curbline Opening (feet) | Driveway Width (feet) | Curbline Opening (feet) | Driveway Width (feet) | |
Three- to ten-family residence | 12 to 15 | 10 to 13 | 12 to 30 | 10 to 26 | |
Eleven-family or over | 12 to 30 | 10 to 26 | 24 to 36 | 20 to 30 | |
Commercial or industrial | 24 to 50 | 24 to 34 | 30 to 50 | 30 to 46 | |
Service station | 15 to 36 | 12 to 34 | 24 to 36 | 20 to 34 | |
Developer's Cost | = | Total Cost of the Off-Tract Roadway Improvement | x | Future Peak Hour Traffic Generated by the Development Divided by the Future Total Peak Hour Traffic |
Developer's Cost | = | $150,000.00 | x | 500 Peak Hour Development Trips | |
3,000 Total Future Peak Hour Trips | |||||
Developer's Cost | = | $25,000.00. |
Total Drainage | x | Developer's CFS | |||
Developer's Cost | = | Improvement Cost Total Tributary CFS | |||
Class | Cement | Sand | Coarse Aggregate | Void Contact | |
|---|---|---|---|---|---|
A | 1 | 1.50 | 3.0 | 1.35 | |
B | 1 | 1.75 | 3.5 | 1.55 | |
C | 1 | 2.00 | 4.0 | 1.80 | |
D | 1 | 2.25 | 4.5 | 2.00 |
Diagram No. 1: Typical Section, Local Street | |
Diagram No. 2: Typical Section, Minor Collector Street | |
Diagram No. 3: Typical Section, Major Collector Street | |
Diagram No. 4: Typical Cul-De-Sac | |
Diagram No. 5: Standard Details, Curb and Gutter | |
Diagram No. 6: Design Standards of Drainage Structures | |
Diagram No. 7: Design Standards of Drainage Structures | |
Diagram No. 7A: Design Standards of Drainage Structures | |
Diagram No. 8: Sight Triangle Easements | |
Diagram Nos. 9 through 12: Sight Triangle Easements | |
Diagram No. 13: Hamilton Township Reinfall Curves | |
Diagram No. 14: Brick Sidewalk Detail [Added 8-17-1992 by Ord. No. 1127-92] | |
Diagram No. 14A-a: Brick Soldier Coure Detail [Added 4-3-2006 by Ord. No. 1555-2006] |
Minor Subdivision Checklist | |
Major Subdivision Preliminary Plat Checklist | |
Major Subdivision Final Plat Checklist | |
Minor Site Plan Checklist | |
Preliminary Major Site Plan Checklist | |
Final Major Site Plan Checklist |
Subdivision, Site Plan and Conditional Use Approval
Road Design Standards* | |
|---|---|
Local Street | |
Design speed (miles per hour) | 35 |
Maximum degree of curve (degrees) | 16 |
Minimum stopping sight distance (feet) | 240 |
Minimum centerline grade (percent) | 0.75% |
Maximum centerline grade (percent) | 8.0% |
Maximum curve superelevation (percent) | 8.0% |
NOTES: | ||
|---|---|---|
* | All designs shall be in accordance with: | |
A. | A Policy on Geometric Design of Rural Highways, American Association of State Highway Officials, latest revision; | |
B. | A Policy on Arterial Highways in Urban Areas, American Association of State Highway Officials, latest revision; and/or | |
C. | Traffic Engineering Handbook, Institute of Traffic Engineers, latest revision. | |
Minimum Required Setback | ||||
|---|---|---|---|---|
Zoning District | Front (feet) | Side (feet) | Rear (feet) | |
GC | 5 | 5 | 5, plus a solid wood fence | |
DC | 50 | 50 | 50 | |
HC | 35 | 15 | 20 | |
NC | 10 | 10 | 10 | |
RC | 50 | 30 | 35 | |
IBP | 10 | 10 | 10 | |
AG, FA-70, FA-25, FA-10, RD-5, RD-4, RD-2.5, RD-1 | 25 | 15 | 25 | |
GA-I, GA-M, GA-L | Not allowed | 10 | 10 | |
R-9, R-22 | Not allowed | 5 | 5 | |
A (degrees) | B (feet) | C (feet) | D (feet) | E (feet) | F (feet) | |
|---|---|---|---|---|---|---|
0º | 9.0 | 9.0 | 12.0 | 19.0 | 34.0 | |
45º | 9.0 | 19.8 | 13.0 | 12.7 | 52.5 | |
60º | 9.0 | 21.0 | 18.0 | 10.4 | 60.0 | |
90º | 9.0 | 18.0 | 24.0 | 9.0 | 62.0 | |
30º | 9.0 | 17.3 | 11.0 | 18.0 | 45.6 | |
![]() | ||||||
NOTES: | |
* Additional width may be required where the aisle serves as the principal means of access to on-site buildings or structures. | |
** Curbed islands are required at the ends of aisles where necessary for traffic control. |
Width of Site Frontage (feet) | Number of Driveways | |
|---|---|---|
150 or less | 1 | |
Between 151 and 300 | 2 | |
Over 300 | To be specified by Planning Board on advice of Township Engineer |
Allowable Speed on Road (miles per hour) | Required Sight Distance (feet) | |
|---|---|---|
25 | 150 | |
30 | 200 | |
35 | 250 | |
40 | 300 | |
45 | 350 | |
50 | 400 |
One-Way Operaion | Two-Way Operation | ||||
|---|---|---|---|---|---|
Use | Curbline Opening (feet) | Driveway Width (feet) | Curbline Opening (feet) | Driveway Width (feet) | |
Three- to ten-family residence | 12 to 15 | 10 to 13 | 12 to 30 | 10 to 26 | |
Eleven-family or over | 12 to 30 | 10 to 26 | 24 to 36 | 20 to 30 | |
Commercial or industrial | 24 to 50 | 24 to 34 | 30 to 50 | 30 to 46 | |
Service station | 15 to 36 | 12 to 34 | 24 to 36 | 20 to 34 | |
Developer's Cost | = | Total Cost of the Off-Tract Roadway Improvement | x | Future Peak Hour Traffic Generated by the Development Divided by the Future Total Peak Hour Traffic |
Developer's Cost | = | $150,000.00 | x | 500 Peak Hour Development Trips | |
3,000 Total Future Peak Hour Trips | |||||
Developer's Cost | = | $25,000.00. |
Total Drainage | x | Developer's CFS | |||
Developer's Cost | = | Improvement Cost Total Tributary CFS | |||
Class | Cement | Sand | Coarse Aggregate | Void Contact | |
|---|---|---|---|---|---|
A | 1 | 1.50 | 3.0 | 1.35 | |
B | 1 | 1.75 | 3.5 | 1.55 | |
C | 1 | 2.00 | 4.0 | 1.80 | |
D | 1 | 2.25 | 4.5 | 2.00 |
Diagram No. 1: Typical Section, Local Street | |
Diagram No. 2: Typical Section, Minor Collector Street | |
Diagram No. 3: Typical Section, Major Collector Street | |
Diagram No. 4: Typical Cul-De-Sac | |
Diagram No. 5: Standard Details, Curb and Gutter | |
Diagram No. 6: Design Standards of Drainage Structures | |
Diagram No. 7: Design Standards of Drainage Structures | |
Diagram No. 7A: Design Standards of Drainage Structures | |
Diagram No. 8: Sight Triangle Easements | |
Diagram Nos. 9 through 12: Sight Triangle Easements | |
Diagram No. 13: Hamilton Township Reinfall Curves | |
Diagram No. 14: Brick Sidewalk Detail [Added 8-17-1992 by Ord. No. 1127-92] | |
Diagram No. 14A-a: Brick Soldier Coure Detail [Added 4-3-2006 by Ord. No. 1555-2006] |
Minor Subdivision Checklist | |
Major Subdivision Preliminary Plat Checklist | |
Major Subdivision Final Plat Checklist | |
Minor Site Plan Checklist | |
Preliminary Major Site Plan Checklist | |
Final Major Site Plan Checklist |