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R-44 ZONE
KEY MAPKEY MAPAERIAL MAPAERIAL MAP
SCALE: 1"=100' (APPROXIMATE) SCALE: 1"=1,500' (APPROXIMATE)
BUCKS COUNTY PENNSYLVANIA
SITE
SITE
R-44 ZONE
STR
EET
R
OAD
A-D ZONE
G-C ZONE
R-2 ZONE
G-CZONE
G-CZONE
G-CZONE
G-CZONE
G-C ZONE
R-2 ZONE
EDDINGTON (CENTRAL) AVE.
SHREWSBURY DRIVE
XX
XX
XX
XX
X
111.
7'
75.9'
15.0'
3'
24'
24'
5'
30.1'
XX
XX
XX
7
1'
26.7'
75.9'
241.
6' 228.
3'
15.0'
15.0'
X
XX
XX
XX
XX
XX
W
WW
W
TC:92.80BC:92.30
TC:93.50BC:93.00
TC:91.70BC:91.20
TC:91.85BC:91.35
TC:91.95BC:91.45
TC:91.80BC:91.30
TC:91.60BC:91.10
92
W
W
W
W
W
W
W W W W
ED YARDB
): 84.15
CONNECT TO EXISTINGMANHOLE INV.(IN): 83.75
PROPOSED YARDINLET #1AGR: 93.20INV.(IN): 84.11INV.(OUT): 84.01
14 L.F. 8" HDPE@1%
26 L.F. 8" HDPE@1%
W
W
W
W
LANDSCAPE A
12
1
VARIESSEE SITE PLAN
6"
6"
RAMPA
A
7' MIN. WIDTH
LIGHT BROOM FINISH
PROVIDE 5' SQUARE MINIMUMLANDING AT TOP OF RAMP FOR
CHANGE IN DIRECTION
EXPANSIONJOINT
4" THICK CONCRETESIDEWALK SECTION 1:20
MAX.
MONOLITHIC CONCRETEACCESSIBLE RAMP (3000 PSI)
ON ALLR AS
L
HELVETICA MEDIUM
BACCESSIBLE PARKING SIGN(MUTCD R 7-8 AND R 7-8P5)
ASTOP SIGN & STANDARD
MOUNTING POST(MUTCD R 1-1)
MATCH SIDEWALK WIDTH(3' MIN. RAMP)
PAVEMENT
6' M
IN.
1V:10H MAX.
5' MIN.TRANSITION
6"6"
1V:12H MAX.
1V:10H MAX.
5' MIN.TRANSITION
CURB
SIDEWALK
CURB
SIDEWALK
NOTES:
12" EXPANSION JOINT
(SEE NOTE #1)
SMOOTH TOOLEDFINISH AROUND
ALL EDGES (TYP)
12" CONTRACTION JOINT(SEE NOTE #1)
EE
PLA
N
24"
SLOPE SHALL NOT EXCEED5% AT LANDING AREA
TRUNCATED DOMES
REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3
CONVENTIONALGUN BLINKS 21 (BLEEDER) OR EQUIVALENTFLUID NOZZLE #68AIR NOZZLE INTERNAL MIX, #709ATOMIZATION PRESSURE 45-80 PSIFLUID PRESSURE 40-70 PSIREDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL
VM&P NAPTHA R1K3 MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION
BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATEOF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON.APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20 MINUTES.
GENERAL CONTRACTOR TO RE-STRIPE THE LOT 45 DAYS AFTER OPENING.
VARIES, SEE SITE PLAN
5' MIN.
TRUNCATED DOMES FLARED SIDES 1V:10H MAX.
CONCRETE CURB
LIGHT BROOM FINISH
8.0'
8.0"
ACES OUT TO OUT3.00" O/C NOM. 3.00"
0.625" TYP.
BOTH RAMP CURBS TO BEPAINTED YELLOW, SEE PARKINGLOT STRIPING SPECIFICATION
ESSIBLE RAMPSCALE
CURB RAMP w/ FLARED SIDESNOT TO SCALE
8C-4
10C-4
STANDARD PARKING STALLNOT TO SCALE
5C-4
10C-4
11C-4
17C-5
11C-4
5C-4
CONCRETESIDEWALK
MINIMUM 1% SLOPEAWAY FROM BUILDING.MAXIMUM 2% SLOPE INALL DIRECTIONS ATLANDING.
(ONLY IF REQUIRED)
(ONLY IF REQUIRED)
3'x3
'LA
ND
ING
* SIDE FLARES TO BE 1:12 WHERE THERE IS NO LANDING AT TOP OF RAMP.
3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING LOT STRIPING SPECIFICATIONS.
4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR STRIPING ON ASPHALT PARKING LOTS.
5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS.
6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK.
7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP.
SLOPE SHALL NOT EXCEED5% AT LANDING AREA
PARKING LOT STRIPING SPECIFICATIONS:
STANDARDS:1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS.2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING
PAINT. REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGNMATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR ORSURFACE TEMPERATURES ARE BELOW 40°F.
CONCRETE CURB
SUBBASE PREPARED AND COMPACTED TO A MINIMUMDENSITY OF 95% MODIFIED PROCTOR OR ASSPECIFIED BY A GEOTECHNICAL ENGINEERSEE NOTE #1
RADIUS PROTECTION APRON SHALL MEETTHE MINIMUM LENGTH AND WIDTH
DIMENSIONS AS PROVIDED ON THE SITEPLAN.
ON JOINTS AT 20' MAX. & ALL P.C.s,ROVED OR INDICATED OTHERWISE
ON PLAN VIEW JOINT PATTERN.
PAVEMENT DIMENSION REFER TOFACE OF CURB UNLESS INDICATEDOTHERWISE
CONTRACTION JOINTSAT 5' MAX. SPACING
90°
2'R
(TYP
.)
3.0'
MIN
.
CROSS SECTION
3.0'
RAMP UP12'
PAVEMENT
CONCRETE
CJ
1C
AGGREGATE BASE COURSESEE NOTE #1.
LIGHT BROOM FINISH
RAL CONTRACTOR SHALL REFERENCE GEOTECHNICALRT FOR PAVEMENT SECTION REQUIREMENTS.
NOTE:1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
SEE GEOTECHNICAL REPORT FORTHICKNESS OF AGGREGATEUNDERNEATH PAVEMENT AND CURB
EXPANSION JOINT
PE & IRRIGATION PROTECTORNOT TO SCALE
DRIVE-THRU ISOMETRICNOT TO SCALE
14C-5
17C-5
11C-4
NG
TERURE.
AWAY
18" CONCRETE CURBNOT TO SCALE
17C-5
2'-0
"
2'-0"TYP.
EQ
UA
L
6" THICK 4000 PSI CONCRETEAPPROACH PAD WITH #3's @12" ON CENTER EACH WAY
SAW JOINT
2'-0"TYP.
2'-0
"TY
P.
EQ
UA
L
CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/16",-0) WIDE, 1" OR MAX. D/4 DEEP WHICHEVERIS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS APPROVED OR INDICATED
OTHERWISE ON PLAN VIEW JOINT PATTERN.
PAVEMENT
6"
1-1/4" R
1"
1/2" R
18"
6"
1/2"
8"HOT-POURED RUBBER-ASPHALTJOINT SEALER
1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE,CONFORMING TO A.A.S.H.O. SPEC'S M-33. TO BE INSTALLEDBETWEEN CURB AND CONCRETE PAVEMENT OR CONCRETE BASECOURSE.
TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'-0" APART AND SHALLBE FILLED WITH PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYINGWITH THE REQUIREMENTS OF A.A.S.H.O. SPEC. M-213, RECESSED 1/4" IN FROM FRONT FACEAND TOP OF CURB.
NOTE:WIDTH OF JOINT FILLER STRIPEQUAL TO THE THICKNESS OF THEPAVEMENT LESS 1/2"
1'-0"
60" MINLANDING
HORIZONTAL PROJECTION(RUN)
60" MINIMUM LANDING
1'-0"
34"-
38"
RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITHSECTION 405 & 505 OF THE 2010 ADA STANDARDS FORACCESSIBLE DESIGN.
ELEVATION
30" MAX. RISE BEFORE A 5'-0" LONG INTERMEDIATELANDING IS REQUIRED
DETAIL "A"
114"Ø TO 11
2"Ø
HANDRAIL34"-
38"
A.F
.F.
VE
RIF
Y
HAND
RIS
E
PAINT HANDRAILDARK BRONZE
NOTE:1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT FOR PAVEMENT SECTION REQUIREMENTS.
34"-
38"
NOTE:1. USE ONLY COMMERCIAL GRADE ALUMINUM FENCING WITH
DARK BRONZE POWDER COAT FINISH
TYPICAL ADA RAMP AND HANDRAILNOT TO SCALE
TRANSVERSE AND LONGITUDINALDOWELED CONSTRUCTION JOINT
NOT TO SCALE24C-6
28C-6
C25C-6
27" M
AX
.
27" M
AX
.
< 4"
℄℄℄
℄
PAINT FACE OFCURB YELLOW
ISLAND CURB ELEVATION
DRIVE THRU ORDER POINT ISLAND CURBNOT TO SCALE
MENU BOARD LOOP DETECTION SYSTNOT TO SCALE
32AC-7
NOTES:1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION LOOP MANUFACTURED BY MH ELECTRONICS, INC.2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.
ISOMETRIC VIEW
PCC SIDEWALK IFREQUIRED
ALL BEUSINGRAFFICT
6" GATEVALVE
8" D.I.P.
4" D.I.P.
SLOPE TO SUM
18"x18"x8" SUMP
8'-0"
8'-0
"
8" MIN.
SLOPE FL
OOR
TO SUMP
A
36"x36" BILACCESS HA
12"MIN.
25-1/4" (MAX)
4" TEE
M
6" FIREDETECTOR
4" METER PROVIDEDAND INSTALLED BYWATER COMPANY
TOP SLAB TO BE DESIGNEDFOR HS-20 LOADING
METER CHAMBER INTERIORCOATING: (1) COAT OF 6 MILSPONAMID EPOXY SAND 54 PLUS (1)
6" DETECTOR CHECK VAW/BY-PASS PIPING PROV
PRECAST CONCRETECHAMBER MEETING LATESTDESIGNATION ASTM C-913
4" RESILIENT WEDGEOS&Y GATE VALVEMUELLER MODEL 2360(TYP. OF 4)
18" DIA. PVC ACCESSTUBE TO SUMP PITTERMINATE 12" ABOVECHAMBER FLOOR
18" DIA. HEAVY DUTYSUMP ACCESS COVERAS MANUFACTURED BYFORD METER BOX CO.OR APPROVED EQUAL
ADJUSTABLEPIPE SUPPORT(TYP.) 6" RESILIENT WEDGE
OS&Y GATE VALVEMUELLER MODEL 2360(TYP. OF 2)
L
12"
MIN.
90 BEND
L
TEE
L
45 BEND
L
L
PLAN-PLUGGED TEE
D
ELEVATION-PLUGGED TEE
D
ELEVATION AT FITTINGS
NOT TO SCALEC 8 NOT TOC-8
CURBSIDE DELIVERY SIGNNOT TO SCALE
6IC-8
EXT6CC-8
NOTES:
24" INSIDE DIA PRE-CASTCONCRETE MANHOLERISER SECTION
2-WA
1000 GALLON PRECONCRETE GREA
3" VENT
PAVING
TRAFFIC RATED HEAVY DUTGAS-TIGHT MANHOLE FRAMSOLID COVER EQUAL TO NEMODEL R-1772-C WITH SELFGASKET.
REMOVABLECONCRETE SLABCOVER
C.O.
1. SET ON 0'-4" OF STRUCTURAL BACKFILL2. INTERIOR DIMENSIONS CHANGES ALLOWED TO ACCOMPLISH SIMIL3. TRAP CAPACITY SUBJECT TO APPROVAL BY STATE OR LOCAL AUTH
CONSTRUCTION MUST BE MONOLITHIC, INCLUDING THE BAFFLE. TRMEET H-20 TRAFFIC LOADING REQUIREMENTS WHEN LOCATED IN AAREA. SEE CIVIL PLANS FOR TRAP LOCATION.
TO WITHIN 5' FROM BUILDING, REMAINDERTO BUILDING & HOOKUP IS TENANT RESPONSIBILITY
EXTERIOR
OPTION "B" - SMALLER BUILDINGS
1% MINIMUM SLOPE
STORM SEWER PIPE (SIZE VARIES)SEE GRADING PLAN FOR LOCATION
SEE NOTE #2
SEE NOTE #1
45° BEND(SCH 40 PVC)
2" MAXIMUM
6" SCHEDULE 40 PVC WITHWIRE SCREEN FOR RODENTS-SEE DETAIL THIS SHEET
WIRE SCREENFOR RODENTS
5"x 6" DOWNSPOUT
1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES.
2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE.
3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN.
BUILDING DOWNSPOUT CONNECTION DETAILNOT TO SCALE
NOTES:
XX
XX
XX
WGG
G
TC:91.60BC:91.10
TC:92.90BC:92.40
TC:93.00BC:92.50 TC:92.40
BC:91.90
TC:92.05BC:91.55
TDC91.60
TC:92.75BC:92.25
TC:92.80BC:92.30
TC:92.45BC:91.95
TC:93.15BC:92.65
TC:93.27BC:92.77
TC:92.95BC:92.45TC:92.98
BC:92.48
TC:93.60BC:93.10
TC:92.90BC:92.40
TC:93.50BC:93.00
TC:91.70BC:91.20
TC:91.85BC:91.35
TC:91.95BC:91.45
TC:91.80BC:91.30
TC:91.60BC:91.10
92
W W
W W
X
TC:92.25BC:91.75
TC:92.35BC:91.85
PROPOSED YARDINLET #1BGR: 92.8INV.(OUT): 84.15
PROPOSED YARDINLET #1AGR: 93.20INV.(IN): 84.11INV.(OUT): 84.01
14 L.F. 8" HDPE@1%
26 L.F. 8" HDPE@1%
TC:93.15BC:92.65
TC:92.95BC:92.45
93
EE
E
TC:91.00BC:92.50
TC:90.93BC:92.45(MATCH EX.)
STORMWATER MANAGEMENSEQUENCE OF ACTIVITIES1. ROUGH GRADE SITE.2. INSTALL UNDERGROUND DRAINAGE S
(INLETS, MANHOLES, ETC.)3. INSTALL INLET PROTECTION.
4. INSTALL CURBING AND PAVEMENT BA
5. BRING SITE TO FINAL GRADE.6. COMPLETE REMAINDER OF CONSTRUC7. REMOVE INLET PROTECTION.
STREET SWEEPING SPECIFICATIONS
1. APPROXIMATELY 90% OF THECONTAMINANTS WILL ACCUMULATEWITHIN 12 INCHES OF THE CURBTHEREFORE, ONLY ONE SWEEP ISGENERALLY NECESSARY TO REMOVECONTAMINANTS.
2. DAMAGED PAVEMENT IS NOTPOSSIBLE TO CLEAN EFFECTIVELYAND SHOULD BE RESURFACED INAREAS WHERE STREET CLEANING ISDONE.
3. USE VACUUM SWEEPERS ON DRYPAVEMENT ONLY.
THE FREQUENCY IN WHICH STREETSWEEPING SHOULD BE DONE IS:
1. AFTER HEAVY RAIN STORMS INWHICH SEDIMENT IS PRESENT ONTHE STREETS; AND
2. ADJACENT TO CONSTRUCTIONSITES WHERE SEDIMENTS HAS LEFTTHE SITE AND ENTERED THE STREET;AND
3. AT LEAST ONCE DURING THESPRING TO COLLECT GARBAGE ANDCOARSE SEDIMENT LEFT BEHINDDURING SNOW MELT.
STREET SWEEPING EFFECTIVENESSIS A FUNCTION OF SWEEPINGFREQUENCY, NUMBER OF PASSESPER SWEEPING, EQUIPMENT SPEEDAND PAVEMENT CONDITIONS. BELOWARE TWO TYPES OF STREETSWEEPERS.
1. MECHANICAL BROOM STREETSWEEPERS ARE EFFECTIVE INREMOVING LARGER PARTICLES BUT
POST CONSTRUCTION
ADVERSE IMPACT ON THE STORMWATERMANAGEMENT PLAN.
6. RECORD DRAWINGS WILL BE PROVIDED FOSTORMWATER MANAGEMENT FACILITIES PROCCUPAMCY, OR THE RELEASE OF FINANCISECURITY.
XX
XX
XX
WGG
G
TC:91.60BC:91.10
TC:92.90BC:92.40
TC:93.00BC:92.50 TC:92.40
BC:91.90
TC:92.05BC:91.55
TDC91.60
TC:92.75BC:92.25
TC:92.80BC:92.30
TC:92.45BC:91.95
TC:93.15BC:92.65
TC:93.27BC:92.77
TC:92.95BC:92.45TC:92.98
BC:92.48
TC:93.60BC:93.10
TC:92.90BC:92.40
TC:93.50BC:93.00
TC:91.70BC:91.20
TC:91.85BC:91.35
TC:91.95BC:91.45
TC:91.80BC:91.30
TC:91.60BC:91.10
92
W W
W W
X
TC:92.25BC:91.75
TC:92.35BC:91.85
PROPOSED YARDINLET #1BGR: 92.8INV.(OUT): 84.15
PROPOSED YARDINLET #1AGR: 93.20INV.(IN): 84.11INV.(OUT): 84.01
14 L.F. 8" HDPE@1%
26 L.F. 8" HDPE@1%
TC:93.15BC:92.65
TC:92.95BC:92.45
93
EE
E
TC:91.00BC:92.50
TC:90.93BC:92.45(MATCH EX.)
CTIONS AND REPORTS
ECTIONS OF THE FACILITY TO IDENTIFY AREAS CONTRIBUTING TO THEVALUATE WHETHER THE STORMWATER POLLUTION PREVENTION PLANITY STORMWATER (GP) PART I NARRATIVE REQUIREMENTS, INCLUDINGROPERLY IMPLEMENTED AND MAINTAINED, OR WHETHER ADDITIONAL
SPECTIONS MINIMUM WEEKLY AND AFTER RAIN EVENTS). ALL CHANGEDONS SHALL BE DOCUMENTED IN WRITING (PHOTOGRAPHS ALSO
CONTROL DEVICE OR MEASURE HAS BEEN IMPLEMENTED, ROUTINEERFORMED BY THE CONTRACTOR'S INSPECTION PERSONNEL AND THE
ON OF EACH MEASURE TO ASSIST IN MAINTAINING THE EROSION AND
E SWPPP AND SHALL BE MADE READILY ACCESSIBLE TO GOVERNMENTALERATOR FOR REVIEW UPON REQUEST DURING VISITS TO THE PROJECT
D TO ANY OF THESE PERSONS, UPON REQUEST, VIA MAIL OR FACSIMILE
TO CONSTRUCTION ACTIVITIES AT THE SITE:WHICH WERE GRADEDRAL CONTROLS
ERMANENTLY
N SPILLS OF HAZARDOUS MATERIALSPORTABLE QUANTITIES OF HAZARDOUS MATERIALS SPILLED
ING EACH INSPECTION PERFORMED UNDER 1.A., ABOVE. THIS REPORTRM PROVIDED BY THE NJDEP THAT THE FACILITY IS IN COMPLIANCE WITHDENTS OF NONCOMPLIANCE, THOSE INCIDENTS SHALL BE IDENTIFIED INCE, THE REPORT SHALL IDENTIFY THE STEPS BEING TAKEN TO REMEDYRECURRING. THE REPORT AND CERTIFICATION SHALL BE SIGNED AND9, AND SHALL BE MAINTAINED FOR A PERIOD OF AT LEAST FIVE YEARSKEEPING. THIS PERIOD MAY BE EXTENDED BY WRITTEN REQUEST FROM
.C. 7:14A-6.10 SHALL BE REPORTED TO THE DEPARTMENT ANNUALLY.
ENT A COPY OF THE REPORT OF COMPLIANCE ISSUED UNDER N.J.A.C.GLE FAMILY HOME CONSTRUCTION UNDER B. BELOW. THE REPORT OF
NDER THIS PERMIT, BUT NOT WITHIN THE DEFINITION OF "PROJECT ATTE OF OCCUPANCY TO THE SOIL CONSERVATION DISTRICT. THE SOILRTIFICATE OF OCCUPANCY TO THE DEPARTMENT, WHICH WILL SERVE AS
MENT WHEN DOT CERTIFIED PROJECTS ARE COMPLETED.
, AUTHORIZATION UNDERALL CORRESPONDENCE
T (OR DESIGNATED
ONSITE IS PROHIBITED OUTSIDE DESIGNATED AREAS. DESIGNATEDSCHARGES TO SURFACE AND GROUND WATER. HARDENED CONCRETEOPERLY DISPOSED OF.
SANITARY SEWAGE OR SEPTAGE ONSITE ARE STRICTLY PROHIBITED.VIDED AND MAINTAINED ONSITE OR ADJACENT TO THE SITE FOR ALL
ORTABLE RELEASES.
SITE FOR ANY MATERIALS THAT ARE LISTED IN 2. ABOVE AND USED ORAINED AND CLEANED UP IMMEDIATELY. CLEANED UP MATERIALS SHALL
.A.C. 7:1E-1.6) IN CONSTRUCTION SITE WASTES ARE SUBJECT TO THECT, N.J.S.A. 58:10-23.11 ET SEQ., AND OF DEPARTMENT RULES FORANCES AT N.J.A.C. 7:1E. NO DISCHARGE OF HAZARDOUS SUBSTANCES"PURSUANT TO AND IN COMPLIANCE WITH [THIS] PERMIT" WITHIN THEJ .S.A. 58:10-23.11C.
LISHED UNDER 40 C.F.R. 110, 117, AND 302 THAT OCCUR WITHIN A 24-HRER (800) 424-8802.
6.1.4. I
6.2. SOD P
6.2.1.
T6.2.2. P6.2.3. L
C6.2.4.
P6.2.5.
HEIC
6.2.6. IB
6.3. TOP DSECTIDEFICWITH GROS
AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER.
b. SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND FOLLOWING APPLICATIONTO MULCH, DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER. IT SHALL BE APPLIED AT RATES ANDWEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS.
PERENNIAL RYEGRASS 10 LBS/ACRE
OPTIMUM SEEDING DATES: 8/15 - 11/15ACCEPTABLE SEEING DATES: 3/1 - 4/30
5/1 - 8/14 (SEE NOTE BELOW)
NOTE: SUMMER SEEDING SHOULD ONLY BE CONDUCTED WHEN THE SITE IS IRRIGATED. MIXES INCLUDING WHITE CLOVERREQUIRE THAT AT LEAST SIX WEEKS OF GROWING SEASON REMAIN AFTER SEEDING TO ENDURE ESTABLISHMENT BEFOREFREEZING CONDITIONS.
2. DETENTION BASINS:
MIX#9 - DEERTONGUE 20 LBS/ACREREDTOP 2 LBS/ACREWILD RYE (ELYMUS) 15 LBS/ACRESWITCHGRASS 25 LBS/ACRE
OPTIMUM SEEDING DATES: 3/1 - 4/30
C. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROPSEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BEINCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING ORDRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE-TEXTURED SOIL.
D. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORECAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR,SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED
E. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK, OR TRAILER-MOUNTED TANK, WITH ANAGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THEPREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORT- FIBERED MULCH MAY BE APPLIEDWITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4-MULCHING BELOW). HYDROSEEDING IS NOT A PREFERREDSEEDING METHOD BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL.WHEN POOR SEED TO SOIL CONTACT OCCURS, THERE IS A REDUCED SEED GERMINATION AND GROWTH.
4. MULCHING
MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL PROTECT AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILLPROMOTE FASTER AND EARLIER ESTABLISHMENT. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BEDEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT.
A. STRAW OR HAY. UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, TO BE APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PERACRE (70 TO 90 POUNDS PER 1,000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUIDMULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION IS 3 TONS PER ACRE. MULCHCHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURFOR LAWNS DUE TO THE PRESENCE OF WEED SEED.
APPLICATION - SPREAD MULCH UNIFORMLY BY HAND OR MECHANICALLY SO THAT AT LEAST 85% OF THE SOIL SURFACE ISCOVERED. FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQUARE FEETSECTIONS AND DISTRIBUTE 70 TO 90 POUNDS WITHIN EACH SECTION.
ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BEDONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA, STEEPNESS OF SLOPES, AND COSTS.
1. PEG AND TWINE. DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALLDIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BYSTRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS AND A SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITHTWO OR MORE ROUND TURNS.
2. MULCH NETTINGS - STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A DEGRADABLENETTING IN AREAS TO BE MOWED
3. CRIMPER (MULCH ANCHORING COULTER TOOL) - A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW,ESPECIALLY DESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SOAS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS TRAVERSABLE BY ATRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NOTACKIFYING OR ADHESIVE AGENT IS REQUIRED.
4. LIQUID MULCH-BINDERS - MAY BE USED TO ANCHOR SALT HAY, HAY OR STRAW MULCH.
a. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND MAY CATCH THE MULCH, IN VALLEYS, AND AT CRESTS OFBANKS. THE REMAINDER OF THE AREA SHOULD BE UNIFORM IN APPEARANCE.
b. USE ONE OF THE FOLLOWING:
(1) ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER-BASED, HYDROPHILIC MATERIALSWHEN MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURINGCONDITIONS WILL FORM MEMBRANED NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BEPHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE GROWTH OF TURF GRASS.USE AT RATES AND WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCHMATERIALS. MANY NEW PRODUCTS ARE AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR USEIN THIS STATE.
(2) SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND,FOLLOWING APPLICATION OF MULCH, DRYING AND CURING, SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE INWATER. BINDER SHALL BE APPLIED AT RATES RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTILGERMINATION OF GRASS.
NOTE: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE ARECOMMENDATION OF THESE PRODUCTS TO THE EXCLUSION OF OTHER PRODUCTS.
B. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER CONTAINING NO GROWTH ORGERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500 POUNDS PER ACRE (OR AS RECOMMENDED BY THEPRODUCT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED.USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL.
C. PELLETIZED MULCH - COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER PRODUCT, WHICH MAY CONTAINCO-POLYMERS, TACKIFIERS, FERTILIZERS, AND COLORING AGENTS. THE DRY PELLETS, WHEN APPLIED TO A SEEDED AREA ANDWATERED, FORM A MULCH MAT. PELLETIZED MULCH SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR MECHANICAL SPREADER AT THE RATE OF 60-75 LBS/1,000 SQUAREFEET AND ACTIVATED WITH 0.2 TO 0.4 INCHES OF WATER. THIS MATERIAL HAS BEEN FOUND TO BE BENEFICIAL FOR USE ONSMALL LAWN OR RENOVATION AREAS, SEEDED AREAS WHERE WEED- SEED FREE MULCH IS DESIRED, OR ON SITES WHERESTRAW MULCH AND TACKIFIER AGENT ARE NOT PRACTICAL OR DESIRABLE. APPLYING THE FULL 0.2 TO 0.4 INCHES OF WATERAFTER SPREADING PELLETIZED MULCH ON THE SEED BED IS EXTREMELY IMPORTANT FOR SUFFICIENT ACTIVATION ANDEXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE.
5. IRRIGATION (WHERE FEASIBLE):IF SOIL MOISTURE IS DEFICIENT SUPPLY NEW SEEDING WITH ADEQUATE WATER (A MINIMUM OF 1/4 INCH APPLIED UP TO TWICE A DAYUNTIL VEGETATION IS WELL ESTABLISHED). THIS IS ESPECIALLY TRUE WHEN SEEDINGS ARE MADE IN ABNORMALLY DRY OR HOTWEATHER OR ON DROUGHTY SITES.
6. TOPDRESSING: N/A7. ESTABLISHING PERMANENT VEGETATIVE STABILIZATION:
THE QUALITY OF PERMANENT VEGETATION RESTS WITH THE CONTRACTOR. THE TIMING OF SEEDING, PREPARING THE SEEDBED,APPLYING NUTRIENTS, MULCH AND OTHER MANAGEMENT ARE ESSENTIAL. THE SEED APPLICATION RATES IN TABLE 4-3 ARE REQUIREDWHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF PERMANENT VEGETATION. UP TO 50%REDUCTION IN APPLICATION RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO REQUESTING A REPORT OFCOMPLIANCE FROM THE DISTRICT. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS80% VEGETATIVE COVER (OF THE SEEDED SPECIES) AND MOWED ONCE. NOTE THIS DESIGNATION OF MOWED ONCE DOES NOTGUARANTEE THE PERMANENCY OF THE TURF SHOULD OTHER MAINTENANCE FACTORS BE NEGLECTED OR OTHERWISE MISMANAGED.
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JB336
JB314
BG233TN
3
JB5
BG27
BG17
PA1
JB24
GROUND COVERS CODE QTY
JB3 91
JB 42
LB 70
INTAINED AT A CUT HEIGHT OF 2.5- 3". THE CUT SHALL NOT REMOVE LADE HEIGHT. LIME FERTILIZER AND OTHER SOIL AMENDMENTS SHALL ALS BASED UPON SOIL TESTS AND RECOMMENDATIONS FROM A CERTIFIED TIONS SHALL BE MADE BY TRAINED AND LICENSED PERSONNEL IN BLE REGULATIONS AND NOTICE.
DGED WITH A 3-4" DEEP "V" GROOVE BETWEEN THE BED AND CH SHALL BE REPLENISHED TO MAINTAIN A 3-4" THICK LAYER UNLESS
NG HAS COMPLETELY COVERED THE SURFACE OF THE PLANTING BED.
AINTAINED FREE OF WEEDS.
PRUNED OF DEAD, DAMAGED OR DISEASED BRANCHES. ALL PRUNING NER THAT WILL MAINTAIN THE NATURAL GROWTH HABIT OF THE PLANT.
SHALL BE PRUNED AFTER THE FLOWERING SEASON FOR THE RESPECTIVE
IN ACCORDANCE WITH SOUND HORTICULTURAL PRACTICE.
OULD ONLY BE APPLIED AS NECESSARY TO ADDRESS SPECIFIC HALL BE PERFORMED BY A TRAINED AND LICENSED APPLICATOR.
AINED FREE OF LITTER, GRASS CLIPPINGS, STAINS, SNOW AND ICE AND
S SHALL BE REPLACED AS NECESSARY DURING THE FIRST AVAILABLE
ALL BE REMOVED BY THE CONTRACTOR 1-YEAR AFTER FINAL ACCEPTANCE.
ANTS SHALL BE CUT AND REMOVED, ALONG WITH THE BURLAP, FROM L. ALL WIRE BASKETS SHALL BE REMOVED.
MULCHED TO THE LIMIT OF THEIR PLANTING PITS.
NTINUOUS PLANT BEDS RATHER THAN ISOLATED INDIVIDUALS, AND SHALL THE PLANTING BED, WITH A 3" TO 4" THICK LAYER OF SHREDDEDANY OBJECTIONABLE OR FOREIGN MATERIAL.
HIN 4" OF TREE TRUNKS.
DRAW TO VERTICALDRIVE STAKES AT ANGLE AND
DRAW TO VERTICAL
FORM SAUCER AROUNDPLANTING PIT OR BED
SET TREE PLUMB
3 @ 120°2" Ø HARDWOOD OR CEDAR STA
#12 WIRE DOUBLE GALV. WIRE
PLANTING PIT OR BEDFORM SAUCER AROUND
TOP 1/3 OF ROOTBALLREMOVE BURLAP AND CORD FR
PLACE IN LIFTS AS REQ'D.PREPARED BACKFILL: AS SPECI
NATURAL GROWTH HABITPRUNE FOR VIGOR, MAINTAIN
LEADER OR TRUNKNEVER CUT OR PRUNE CENTRAL
AS REQ'D.REMOVE CORD AND BURLAPPLACE IN LIFTS AS REQ'D.
REMOVE AFTER FIRST FULL GROWNING YEAR
LEADER OR TRUNKNEVER CUT OR PRUNE CENTRAL
N.T.S.DECIDUOUS TREE PLANTING
SET TREE PLUMB
SOILCOMPACTED OR UNDISTURBED
AFTER PLANTINGAIR POCKETS, SOAK BACKFILLTAMP IN LIFTS TO PREVENT
PREPARED BACKFILL: AS SPECIFIED
4" MULCH LAYER
REINFORCED RUBBER HOSE LOOP
#12 WIRE DOUBLE GALV. WIRE
2 -2"x 2"x 8' HARD WOOD OR CEDAR STAKES
DRIVE STAKES AT ANGLE AND
BALL OF ALL PLANTS TO BE KEPT MOIST ANDNOTE:
NATURAL GROWTH HABITPRUNE FOR VIGOR, MAINTAIN
4" MULCH LAYER
COMPACTED OR UNDISTURBED
CONIFEROUS TREE PLANTING
N.T.S.
WITH SOD
TABLE 6-1
ON RATE BY SOIL TEXTURETONS/ACRE LBS./1000 SQ. FT.
D HIGH ORGANIC SOIL 3 135ILT LOAM 2 90
1 45LIMESTONE IS PREFERRED FOR MOST SOILS SOUTH OF THE NEW
ERTILIZER INTO THE TOPSOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 SC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL
DISCING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE REASONABLY UNIFORM, FINE SEEDBED IS PREPARED.
HE SURFACE ALL OBJECTS THAT WOULD PREVENT GOOD SOD TO TOPSOIL MOVE ALL OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF S, LUMPS, OR OTHER UNSUITABLE MATERIAL.
T BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA AND FIRMED IN ACCORDANCE WITH THE ABOVE.
LAID ON THE CONTOUR, NEVER UP AND DOWN THE SLOPE, STARTING AT THE AND WORKING UP. ON STEEP SLOPES, THE USE OF THE LADDERS WILL ND PREVENT DAMAGE TO THE SOD. DURING PERIODS OF HIGH
Y IRRIGATE THE SOIL IMMEDIATELY PRIOR TO LAYING THE SOD. DURINGERATURE, LIGHTLY IRRIGATE THE SOIL IMMEDIATELY PRIOR TO LAYING
H SNUG, EVEN JOINTS THAT ARE STAGGERED. OPEN SPACES INVITE
INE
18"
36"
6"
6"24"
18"
PROTECTED FROM DAMAGE PRIOR TO PLANTING.
DRIP LINE OF TREE(5'-0" MIN.)
4X4 WOOD OR STANDARDOR METAL POST
SNOW FENCE TO FACEOUT ON ALL SIDES
TEMPORARY TREE PROTECTION DETAILS
DRIP LINE OF TREE(5'-0" MIN.)
LANDSCAPE PLANTING DETAILS
TREE THAT IS TO REMAIN. ALL AREAS REQUIRED FOR SEWER, UTILITY AND SERVICE LINES SHALL BE CLEARED USING A NARROW A WIDTH AS POSSIBLE FOR THE EXCAVATION, BACKFILL AND INSTALLATION WORK TO PROCEED. PARTICULAR
CARE SHALL BE TAKEN IN THE USE OF HEAVY MACHINERY DURING EXCAVATION OPERATIONSROOTS AND BRANCHES.
THE CONTRACTOR MAY PROPOSE ALTERNATE METHODS OF INSTALLING UTILITIES UNDER AN EXISTING ROOT SYSTEM WHEN WORK IS WITHIN THE DRIP LINE OF THE TREE. WHEN THE CONTRACTOR FORESEES CONSTRUCTIONOPERATIONS WHERE IMPACT TO ROOTS AND/OR LIMBS CANNOT BE AVOIDED, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT LEAST 5 WORKING DAYS IN ADVANCE. LOW LIMBS THAT WILL INTERFERE WITH THE CONTRACTOR'S EQUIPMENT SHALL BE TRIMMED. BEFORE TRIMMING ANY TREES, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF THE PROPOSED METHOD AND THE AMOUNT OF TRIMMING REQUIRED. TRIMMING
SHALL BE DONE BY A PROFESSIONAL TREE SERVICE COMPANY IN ACCORDANCE WITHFOR TREE CARE OPERATIONS.
B. TEMPORARY TIE-UP OF LOW LIMBS.C. APPLICATION OF A 4 TO 6 INCH LAYER OF MULCH (OR WOOD CHIPS SALVAGE WITHIN THE DRIP-LINE OF TREES.D. TIMBER OR STEEL PLANKING FOR PROTECTION OF SURFACE ROOTS FROM EE. TREE ROOT PRUNING OR OTHER TREE ROOT TREATMENT AS DIRECTED BY T
4. TREE LIMBS DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND/OR TRSHALL NOT BE USED FOR ROPING, CABLES, SIGNS OR FENCING. NAILS AND SPI
5. THE CONTRACTOR SHALL SLOPE OR WRAP THE GRADE AROUND EXISTING TREEGRADES SHALL BE SLOPED FROM THE EDGE OF THE BRANCH SPREAD TO THE SABRUPT GRADE CHANGES TO MINIMIZE DISTURBANCE TO THE TREE ROOTS.
6. WHERE SIDEWALK, CURB, CURB AND GUTTER, AND PAVEMENT REMOVAL AND PWHERE TREE ROOTS 2 INCH OR GREATER IN DIAMETER ARE DISCOVERED, THE THE OWNER'S REPRESENTATIVE WHO WILL DETERMINE HOW THESE TREE ROO
ANSI A-300-LAST EDITION
TO PREVENT INJURY TO
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1.4
1.3
1.8
1.8
2.0
1.9
2.1
1.8
1.3
1.5
1.5
3.2
4.2
3.3
1.8
0.9
0.8
4.3
6.4
4.3
2.0
0.9
0.6
3.7
5.9
4.6
2.3
0.7
0.6
1.5
1.0
1.4
1.4
0.8
4.5
7.3
4.3
1.8
0.9
0.6
5.0
2.5
1.6
2.0
2.0
1.9
3.4
4.0
3.8
1.9
0.7
0.5
3.7
2.3
1.6
1.6
1.4
1.4
1.8
2.3
1.9
1.2
0.7
0.6
2.2
1.4
1.8
1.7
1.1
1.2
1.1
1.3
1.5
1.7
1.1
1.2
1.6
1.3
2.2
2.1
2.0
1.9
1.8
1.6
1.9
1.8
1.1
1.3
1.4
2.0
3.5
4.0
5.1
3.9
3.2
1.9
1.3
1.2
0.7
0.7
1.4
2.3
4.1
6.9
5.4
6.5
3.7
1.8
0.8
1.0
0.5
0.5
A
A
A
Ex
Luminaire Schedule
Symbol Label QTY Catalog Num
A7 WSR LED 1
SR3 MVOLT
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INV.(OUT):87.28
INV. 87.45
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1
USE VARIANCE REQUEST LIST Use Variance & Preliminary and Final Major Site Plan
For a:
Proposed Chick-fil-A Portion of ID/Parcel No. 02-071-242-001
Township of Bensalem January 18, 2017
Maser File No. 15002310A
Section of Ordinance for Description of Proposed Variance which relief is requested §232-259(c) The Ordinance requires a minimum lot width of two-hundred
(200) feet; where 163.4 feet is proposed. This is an existing non-conforming condition.
§232-259(g) The Ordinance requires a maximum impervious coverage of
80%; where 82.96% is proposed. This is a de-minimis increase from existing conditions (82.06%)
§232-260(c)(1) The Ordinance requires a minimum open space of 20%; where
17.04% is proposed. This is a de-minimis decrease from existing conditions (17.94%)
. §232-587 The Ordinance requires a minimum of one (1) loading space;
where no loading space is proposed. No Loading space exists for the existing use.
§232-587(1) The Ordinance requires a loading space to be 12’ x 65’; where no
loading space is proposed. No Loading space exists for the existing use.
§232-714(b)(2)d.1(ii) The Ordinance allows a maximum height for a freestanding sign
of twenty (20) feet; where twenty-five (25) feet is proposed. §232-714(b)(2)d.2(v) The Ordinance allows one building sign per street frontage;
where three (3) building signs are proposed and only fronts one (1) street.
And any other variances as deemed necessary by the Township of Bensalem Zoning Board of Adjustment.
WAIVER REQUEST LIST Use Variance & Preliminary and Final Major Site Plan
For a:
Proposed Chick-fil-A Portion of ID/Parcel No. 02-071-242-001
Township of Bensalem January 18, 2017
Maser File No. 15002310A
Section of Ordinance for Description of Proposed Waiver which relief is requested §201-111(b) The Ordinance requires sidewalks to have a minimum width of
four (4) feet; where a width of three (3) feet is proposed for a portion along the existing parking stalls near the main entrance drive aisle.
§201-112(d) The Ordinance requires a planting strip between the outside wall
of the building and edge of parking area to have an average width of ten (10) feet and a minimum width of seven feet; where no planting strip is proposed.
And any other waivers as deemed necessary by the Township of Bensalem Zoning Board of Adjustment.
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