SW5230802_Plansheet - Other_20240612 (4)

SITE NOTES GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF SILER 1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS
CITY STANDARDS AND SPECIFICATIONS. AND APPROVALS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. THESE PERMITS
2. ALL DIMENSIONS AND RADII SHOWN ON PLANS ARE TO THE FACE OF SIDE-WALK AND APPROVALS MAY INCLUDE BUT ARE NOT LIMITED TO GRADING, DEMOLITION,
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WHERE PRESENT, OR TO THE EDGE OF PAVEMENT (WHERE NO SIDEWALK EXISTS) ZONING, BUILDING, DRIVEWAY, DETENTION, SEWER AND WATER.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND �D
APPLICABLE STATE, COUNTY AND LOCAL CODES. 2. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF Z
FEDERAL, STATE, COUNTY, AND LOCAL MUNICIPALITIES. E,
4. ALL HANDICAP ACCESS RAMPS, ACCESSIBLE PARKING SPACES, AND ROUTES w
SHALL COMPLY WITH THE LATEST EDITION OF THE ADA ACCESSIBILITY 3. EXISTING UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE w
GUIDELINES. MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE LANDSCAPE ARCHITECT
5. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2%. ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR IS
6. ALL PAVEMENT STRIPING AND DIRECTIONAL ARROWS TO BE YELLOW RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF
REFLECTIVE PAINT AND SHALL CONFORM TO NCDOT. CONSTRUCTION. CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED
EXCAVATION/IMPROVEMENTS SHALL BE REPORTED TO THE OWNER AND LANDSCAPE •'P�-
7. MINIMUM CROSS SLOPE ON ALL ASPHALT TO BE 1/4 PER FOOT. ARCHITECT OF RECORD IMMEDIATELY. `�: `�►�' r - Q
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8. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. WITHIN THE SIGHTLu
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4. IF INTERRUPTION OF EXISTING UTILITY SERVICES IS UNAVOIDABLE CONTRACTOR �'
TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) FEET _� . �:
AND EIGHT (8) FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION OR THE �'� ��'a �� °�°°° �3 °°��``v'
SHALL PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE �f p41
NEAREST TRAVELED WAY IF NO CURBING EXISTS. PRIOR TO INTERRUPTION OF ANY EXISTING UTILITY SERVICE. rr r I t to\
9. NO OBSTRUCTIONS, PLANTINGS, OR FENCING SHALL BE ALLOWED WITHIN
SIGHT TRIANGLES, STORM DRAINAGE EASEMENTS (SIDE) AND SANITARY SEWER 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY
EASEMENTS. UTILITIES DAMAGED DURING CONSTRUCTION AT HIS/HER OWN EXPENSE.
10. ALL SITE CONCRETE (SIDEWALKS, APRONS, ETC.) SHALL NOT BE LESS CONTRACTOR IS TO MAINTAIN UTILITY SERVICES, INCLUDING WATER, SANITARY
THAN 4,000 PSI STRENGTH AT 28 DAYS. SEWER, STORM SEWER, NATURAL GAS, ELECTRIC AND TELEPHONE AT ALL TIMES
11. ALL SIDEWALKS & APRONS SHALL HAVE FIBER ADDED EXCEPT WHERE WWF IS SHOWN. DURING CONSTRUCTION.
12. PARKING LOT SHALL MEET 75,000 POUND LOADING REQUIREMENTS. 6. CONTRACTOR IS TO KEEP ALL PARKING AREAS, ALLEYS, DRIVEWAYS AND STREETS
ADJACENT TO THE CONSTRUCTION SITE CLEAN AT ALL TIMES DURING
CONSTRUCTION.
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RAMP AT 1'/12' SLOPE W
SIGN 18" FROM CURB UNLESS SHOWN OTHERWISE. C)
VAN W
RESERVED ACCESSIBLE R7-8 SIGN
PARKING BOTTOM
PENALTY SIGN� SOIGN 7-8 2'_0» (TYP.)
(R7-8D) CURB STOPS MAY BE REQUIRED. CONFIRM PRIOR TO�
g' & VAN ACCESSIBL CONSTRUCTION. 8'' NCDOT AGGREGATE BASE COURSE. 1-1/2" NCDOT #78 STONE
� 1' INSTALL 12" INSIDE GRAVEL EDGE. #75,000 LOAD REQUIRED FOR EMERGENCY ACCESS.
_ MAXIMUM
5 12X18" PENALTY E ,_a„ REFER TO GRADING PLAN FOR PARKING LOT SLOPES
$250 6 ~
of GS 20-37. 1, III LLI
PENALTY SIGN '- ' III III III III III III III III III I I I I III III III III
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COLORS FINISHED 1 6 III III LL U
HANDICAP PARKING AREA LEGEND AND BORDER — GREEN GRADE 1 —8 RAD.
WHITE SYMBOL ON BLUE BACKGROUND Q
BACKGROUND — WHITE w LLI
NOTES: COMPACTED SUBGRADE. Q z w
1. CONSTRUCTION AND INSTALLATION OF PENALTY SIGN AND RS-8 SIGNS 6 2 9 WDE GRAVEL � �III wSHALL COMPLY WITH GENERAL STATUTE 20-37.6 OF ADA REQUIREMENTS. PARKING LOT— C) z
2. ADA PARKING ON 8 THICK REINFORCED CONCRETE SLAB. Q � l� Q
HANDICAP PARKNIG AREA STRPNIG 8c SIGNAGE N TS _ = 0
= Q
NTS 8 NCDOT AGGREGATE BASE COURSE.
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#75,000 LOAD REQUIRED FOR EMERGENCY ACCESS. 2% SLOPE 2% SLOPE Q
ii � III II III III 11
III III III III III III III III III III III III III III III I z
III III I III III III III III III III
II III III III II =LLI W
SAWN M
CONTRACTION JOINT N
(TYP.) 1.5" DEPTH LIGHT COMPACTED SUBGRADE. Z
BROOM FINISH 0
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(PERP. TO LENGTH) y Q > 0-) U
EXPANSION JOINT SHALL VARIES 2 0 WOE GRAVEL [ROAD- � �
BE �.,
BE REQUIRED WHERE THE > � r-, 0)
SIDEWALK JOINS ANY RIGID N r--
STRUCTURE, BETWEEN SIDEWALK O 0 C�
1/4" CHAMFER W
& CURB, AND AT 40' INTERVALS (n
(TYP.) �4" REVEAL U N ,S
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ONTRACTIONAJ'OINT N OR TOOLED Q z I�
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4 2 C��PR ASPHALT EXPANSION U 0 0)0
JOINT MATERIAL 0
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WELDED WIRE MESH III — " <. . d : a
OR FIBERS ' 3'' NCDOT #10 MFGR. STONE SAND U N
4$$ SAND/CLAY & 1/2" W u�
COMPACTED SUBGRADE I I
SECTION I—I--I
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SUBGRADE SHALL BE COMPACTED TO 100% ASSHO T99 NOTE: CONTRACTION JOINTS SHALL BE INSTALLED AT I z
III—III ALL CONCRETE INTERSECTIONS.
NON-WOVEN GEO-SYNTHETIC FILTER FABRIC. Z
4'' NCDOT AGGREGATE BASE COURSE. W Q I
COMPACTED SUBGRADE.
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FRONT CONCRETE
S DEWA IDS
S WIDE GRAVE WALKWAY �-
NTS
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N TS :.