DETECTABLE WARNING SURFACE
GENERAL NOTES:
INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE, CONCRETE BLOCK, OR PRECAST CONCRETE. WALLS TO BE 8 INCHES THICK IF BRICK AND 6 INCHES THICK IF CONCRETE, CONCRETE BLOCK, OR PRECAST CONCRETE. INLET FOUNDATIONS AND INVERTS TO BE CLASS B CONCRETE.
PLACE INLET FOUNDATIONS WHICH ARE PRECAST ON A 6 INCH THICK BED OF COMPACTED COARSE AGGREGATE #57. EXTEND THE COARSE AGGREGATE 6 INCHES BEYOND THE HORIZONTAL LIMITS OF THE INLET FOUNDATION.
ADJUST CASTINGS FOR PRECAST INLETS TO GRADE WITH COURSES OF BRICK, AS REQUIRED, 12 INCHES MAXIMUM.
NOTE: LOCATION OF SERVICE CONNECTION & CLEANOUT SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & NJAW. CLEAN—OUT IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK.
SERVICE LATERAL
FRAME, CURB PIECE, BACK, AND GRATE
1. ALL TRAFFIC MARKINGS, SIGNS AND POSITION MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
2. ALL TRAFFIC STRIPING AND TRAFFIC MARKINGS SHALL BE RETRO REFLECTIVE, LONG LIFE FOR BOTH EPOXY AND THERMOPLASTIC.
PLAN VIEW
GENERAL NOTES:
GENERAL NOTES:
1. ALL EDGES TO BE CHAMFERED 1"
2. D=DIAMETER OF PIPE.
3. THE TERMINUS FOR OUTLET AND INLET APRONS SHALL BE SET BY EXTENDING THE PIPE GRADE AHEAD AND BACK RESPECTIVELY.
4. FOR ARCH PIPE, THE SPAN SHALL BE SUBSTITUTED FOR "D."
5. EXPOSED PORTIONS OF WALL TO BE RUBBED & FLOATED TO REMOVE FORM MARKS.
6. USE CLASS "B" CONCRETE 4500 PSI
TRAFFIC STRIPING & TRAFFIC MARKINGS
CROSSWALKS, STOP BAR & CENTERLINES
Not to Scale
SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP
INLET TYPE B
NOTES:
PREFERRED BITUMINOUS EXPANSION JOINTS, 1/2" THICK, 4" DEEP, AND EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE INSTALLED EVERY 20 FEET. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FEET THE FULL WALK WIDTH.
THE TOWNSHIP ENGINEER SHALL APPROVE ALL SUBGRADES PRIOR TO THE POURING OF ANY CONCRETE.
ALL SIDEWALK THAT IS BROKEN, CRACKED, OR OUT OF ALIGNMENT SHALL BE REPLACED PRIOR TO ACCEPTANCE.
CONCRETE SHALL BE CLASS "B" PORTLAND CEMENT HAVING A 28 DAY STRENGTH OF 4500 PSI.
THERE SHALL BE A FLOAT FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL.
HANDICAP RAMPS SHALL HAVE A LIGHT BROOM FINISH WITH THE STRIATIONS PERPENDICULAR TO TRAFFIC.
DIMENSIONS SHOWN AS VARIABLE SHALL BE CONFIRMED BY THE ENGINEER.
CONCRETE SIDEWALKS TO BE 4' WIDE EXCEPT FOR A 5'x10' WHEELCHAIR PASSING ZONE EVERY 200' MIN.
WATER SERVICE
2" THICK 12.5M64 HOT MIX ASPHALT SURFACE COURSE (FINAL PAVE
SIGN LEGEND
ROAD WIDENING PAVEMENT
CONCRETE SIDEWALK DETAIL
OT TO SCALE
TRAVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20' APART AND SHALL BE FILLED WITH PERFORMED BITUMINOUS IMPREGNATED FIBER JOINT FILLER COMPLYING WITH THE REQUIREMENTS FOR TYPE III FILLER IN A.A.S.H.O. SPEC M 153 RECESSED 1/4" IN FROM FRONT FACE AND TOP OF CURB EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB.
| REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE | ||
| CONSTRUCTION DETAILS | ||
| PROPOSED HOUSE OF WORSHIP | ||
| 922 HYSON ROAD | ||
| BLOCK 1204 LOT 34 | ||
| TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY | ||
| OWNER/APPLICANT: 922 HYSON LLC | ||
| HALER CONSULTING | 640 HERMAN ROAD, UNIT 1 |  |
|---|---|---|
| PROFESSIONAL ENGINEERING SERVICES | JACKSON, NEW JERSEY 08527 |  |
 | PH. (732) 351-2583 F. (732) 806-7439 | DATE |
 | ||
| ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER | SHEET NO. | |
| NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 | C800 | |
9" x 18" CONCRETE VERTICAL CURB
ADA PARKING DETAIL
ADA PARKING SIGN DETAIL
N.T.S.
DUMPSTER ENCLOSURE DETAIL
1” = 5'
1. REFUSE ENCLOSURE TO BE SCREENED WITH 5 FOOT MINIMUM-WIDTH LANDSCAPING AREA. SEE LANDSCAPING PLAN FOR DETAILS.
2. IF LOCATED WITHIN OR ADJACENT TO A PARKING AREA OR ACCESS DRIVE, THE ENCLOSED REFUSE AREAS SHALL BE SEPARATED FROM SUCH PARKING AREA OR ACCESS DRIVE BY CURBING. SEE SITE PLAN.
N.T.S.