house elevation & variance map for 99 pequannock …
TRANSCRIPT
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COVER
HOUSE ELEVATION ANDVARIANCE PLAN for
#99 PEQUANNOCK AVENUELot 20, Block 3707
situated in theTownship of Pequannock, Morris County, New Jersey
CERTIFICATE OF AUTHORIZATION NO. 24GA27921100
CheckedDrawn
Date
Sheet TitleTracer
Scale
DARMOFALSKI ENGINEERING ASSOCIATES, INC.DARMOFALSKI ENGINEERING
ASSOCIATES, INC.DARMOFALSKI ENGINEERING ASSOCIATES, INC
C-1
PROJECT NUMBER
SHEET 1 OF 3
Project TitleENGINEERS SEAL & SIGNATURE
License #43110
THOMAS A BOORADY, P.E.N.J. Professional Engineer
19-41
Civil EngineersTele. 973.835.8300
Darmofalski Engineering Assoc.,Inc.
86 Newark-Pompton Turnpike - Riverdale, N.J. 07457
Fax 973.835.1117
ZONING MAP
Scale: 1"= 200'±
REV 2019
AERIAL MAP
Scale: 1"= 200'±
GOOGLE EARTH
AERIAL MAP
FLOOD MAP
Scale: 1"= 200'±
FEMA PRELIMINARY FIRM MAP: 34027C0184F
PANEL 184, DATED FEBRUARY 26, 2016
TOWNSHIP OF PEQUANNOCK ZONING MAP
FLOOD MAP
Scale: 1"= 200'±
HOUSE ELEVATION & VARIANCE MAP for 99 PEQUANNOCK AVE
TOWNSHIP OF PEQUANNOCK, COUNTY OF MORRIS, NEW JERSEY
situated in the
BLOCK 3707, LOT 20
TAX MAP
Scale: 1"= 200'±
TOWNSHIP OF PEQUANNOCK TAX MAPS
SHEET 37 & 41
FLOOD MAP
Scale: 1"= 200'±
NJDEP MAP:
POMPTON RIVER- PEQUANNOCK TWP, MORRIS CO.,
FLOOD MAP
Scale: 1"= 200'±
G0000023 PANEL P-13, DATED 12/18/84
APPROVED BY THE TOWNSHIP OF PEQUANNOCK BOARD OF ADJUSTMENT
CHAIRMAN SIGNATURE DATE
SECRETARY SIGNATURE DATE
ENGINEER SIGNATURE DATE
APPLICANT:
391 SKI TRAIL LLC C/O ELIZABETH CARAVELLA
39 VOORHIS ROAD
KINNELON, NJ 07405
PHONE: 973-588-5385
E-MAIL: [email protected]
200 FOOT PROPERTY OWNER LIST - 3/10/2020
PROPERTY LOCATION BLOCK LOT OWNER'S NAME MAILING ADDRESS
23-57 ROUTE 23 3704 3.01 ROMO'S 23 S. RLTY-ATTN M ROMANELLI 231 SPEEDWELL AVE, MORRIS PLAINS NJ 0795011 MADISON ST 3707 17 LENNON, DEBRA M & MORSE, CARESSE L 11 MADISON ST, PEQUANNOCK N J 074405 MADISON ST 3707 18 WYKA, RICHARD & GLORIA 5 MADISON ST, PEQUANNOCK N J 074403 MADISON ST 3707 19 SANTIAGO, CARLOS/JEANETTE 3 MADISON ST, PEQUANNOCK, NJ 0744099 PEQUANNOCK AVE 3707 20 391 SKI TRAIL LLC 39 VOORHIS RD, KINNELON, NJ 0740593 PEQUANNOCK AVE 3707 21 SANCHEZ, JULIO F & ORLANDO, TINA M 93 PEQUANNOCK AVE, PEQUANNOCK, NJ 0744091 PEQUANNOCK AVE 3707 22 RASHED, TAREK 91 PEQUANNOCK AVE, PEQUANNOCK, NJ 074404 ROOSEVELT ST 3707 23 MATTHEWS, PETER, MARIA & SAM 710 ROUTE 23, POMPTON PLAINS NJ 074446 ROOSEVELT ST 3707 24 SHUCHTER, LENI-ANNE 6 ROOSEVELT ST, PEQUANNOCK, NJ 0744012 ROOSEVELT ST 3707 25 RAJCINOSKI, ILIJA 12 ROOSEVELT ST, PEQUANNOCK NJ 0744098 PEQUANNOCK AVE 3711 1 PEQUANNOCK TOWNSHIP 530 TURNPIKE, POMPTON PLAINS NJ 0744496 PEQUANNOCK AVE 3711 2 STATE OF NJ DEPT OF ENV PROT JOHN FITCH WAY CN 229, TRENTON NJ 0862594 PEQUANNOCK AVE 3711 3 PEQUANNOCK TOWNSHIP 530 TURNPIKE, POMPTON PLAINS, NJ 0744492 PEQUANNOCK AVE 3711 4 PEQUANNOCK TOWNSHIP 530 TURNPIKE, POMPTON PLAINS, NJ 0744488 PEQUANNOCK AVE 3711 5 STATE OF NJ DEPT OF ENV PROT JOHN FITCH WAY CN 229, TRENTON NJ 08625102 PEQUANNOCK AVE 3711 7 STATE OF NJ DOT 1035 PARKWAY AVE, TRENTON NJ 0862511 ROOSEVELT ST 4113 3 PATTI, ROBERTO 100 PATERSON PLANK APT209, JERSEY CITY NJ 073077 ROOSEVELT ST 4113 4 FURTADO, ADAM 7 ROOSEVELT ST, PEQUANNOCK NJ 074405 ROOSEVELT ST 4113 5 VETTER, KEITH & MARIANNE 775 TURNPIKE, POMPTON PLAINS, NJ 074443 ROOSEVELT ST 4113 6 ARGOTT, DONALD/PATRICIA 3 ROOSEVELT ST, PEQUANNOCK, NJ 074401 ROOSEVELT ST 4113 7 TITTLE, MARY ANN 87 PEQUANNOCK AVE, PEQUANNOCK, NJ 0744087 PEQUANNOCK AVE 4113 8 TITTLE, MARY ANN 87 PEQUANNOCK AVE, PEQUANNOCK, NJ 0744085 PEQUANNOCK AVE 4113 9 BERKAOUI, ABDERRAHIM/ANWAR, PADMA 409 PAXTON DR, PATERSON, NJ 07503
1 10/8/2020 AP CHANGES MADE TO HOUSE & COMMENTS FROM BOARD ENGINEER
REF. N.J.S.P.C.S. (NAD 83)
8.64
'
178.09
178.35 178.51 178.28
178.29 178.10
178.31
178.05
177.79
178.06178.01
177.88 178.02
177.93
177.71177.62
177.90
177.
92
178.38
178.08177.71
10"
12" 24"
36"
36"
36"
36"
36"
36"
36"
8"
8"
8"
8"
8"
8"
8"
8"
BC 172.56
BC 172.80172.56 172.63 172.76 172.86 173.02 173.19 173.30
175.50
178.10
178.05177.95
178.02
172.53172.55 172.58 172.58 172.61
172.74
172.85
173.44
174.09
174.87
176.08
176.78
172.73
172.85
173.58
174.96
176.18
172.82172.91
173.94
174.13176.29
176.30177.75
177.69
177.32
177.94
177.81 178.04
172.76172.91172.78172.66172.62172.40
177.81 178.17177.67
178.12
172.75 172.80 172.89 172.77 172.71173.22
173.43
174.70174.27
173.13172.90
173.26173.31173.80
174.99 174.53 174.06 173.87175.24 175.85
175.87
177.58177.71177.74
176.87175.98175.30175.46
176.33 176.68
176.35
174.30
173.06
172.65
177.62176.39
173.78
172.80
177.27
177.80
177.82
178.02
177.99 177.78
177.79178.21
177.76
177.47177.38
177.65177.90
177.87177.99
178.14178.15
178.23178.23
177.88177.70
178.32
178.10177.75 177.80
177.91177.64
177.41
175.44
175.33
177.94
177.83
177.75178.26
178.39
178.17
177.77
TC 173.21
TC 172.85SURVEY)
N 06°50'55" E 150.00'
S 83
°09'
05"
E
120.
00'
R=201.79' Δ=10°48'21" L=38.06'
ChB=S 01°26'44" W ChL=38.00'S 06°50'55" W 112.17' SURVEY
1 STORYMASONRYGARAGE
1 BAY 1 BAY
MACADAMDRIVEWAY
MACADAMDRIVEWAY
1 STORY
2 STORY
BRICK &FRAME
DWELLINGNo. 99
EDGE OF PAVEMENT
CONCRETEDRIVEWAY
CO
NC
RETE
WAL
KW
AY
PAVERS
COVEREDPAVERPLAT.
FRAMESHED
CONCRETE
PAVERPLAT.
1 STORYELEVATED
FRAMEDWELLING
No. 93
1 STORYFRAME
GARAGE
FRAMESHED
6.69
'
4.79
'
8.80
'
8.64
'
17.92'
17.97'
33.09'
94.5
0'
6.49'
6.81'
8.00'
5.53
'14.16'
LOT 20BLOCK 3707
TAX MAP
P/O LOTS 14, 15 16,17, 18, & 19BLOCK T
FILED MAP
LOT 21(T.M.)
LOT 13(F.M.)
LOT 19(T.M.)
LOT 20(F.M.)
LOT 774(F.M.)
LOT 19(T.M.)
F.M. LOT 744F.M. LOT 20
LOT 775(F.M.)
LOT 23(T.M.)
OVERHANG23.21'
FOUND IRON PIPE0.05' SW
5" E 100.00'
SANITARY MANHOLERIM=173.34INV. OUT=162.4810" PVC SANI
(115.36' DB. 21043 PG. 1303)
FFL ELEV. = 178.98
GAR ELEV. = 178.50GAR ELEV. = 177.95
C C/L FENCEL0.32' SW
FENCEC C/L FENCEL2.07' SE
C W.D. FENCEL0.45' SE
C WD. FENCEL0.44' SW0.39' NW
C WD. FENCEL0.29' SW
65.3
0' O
.H.
64.5
0' O
.H.
173
174
175
176
177
176
177
175
174
173
173
173
174
175
176
177
178
MACADAMDRIVEWAY
MAC.1.04' SE
MAC.0.40' SE
GAR.32.27' SW
CONC. CURB
EXISTING
N 8
3°09
'05"
W
123.
58' S
UR
VE
Y(1
25.0
0' D
B. 2
1043
PG
. 130
3 &
F.M
.)
HOUSE ELEVATION & VARIANCE PLAN
TOWNSHIP OF PEQUANNOCK ZONING SCHEDULE
REQUIRED /
35 FT
10' MIN. EACH
9,375 SF / 0.22 acres
MIN LOT DEPTH
MAX BUILDING HEIGHT
MAX BUILDING COVERAGE
MAX IMPERVIOUS COVERAGE
MIN SIDE YARD
MIN LOT FRONTAGE
MIN FRONT YARD (§183.03.060 B (4))
MIN REAR YARD
42% / 7,776 SF
17% / 3,144 SF
25 FT
25 FT
75 FT
MIN LOT AREA
MIN LOT WIDTH
ITEM
75 FT
BULK REGULATIONS | R-9 RESIDENTIAL DISTRICT
125 FT
EXISTING
18,492 SF / 0.42 acres
8.64 FT
150 FT
123.1 FT
COMPLIES
REMARKS
VARIANCE REQ'D
COMPLIES
150.23 FT
EXIST NONCONFORMANCE
30.8% / 5,689 SF
<35 FT
PROPOSED
123.1 FT
150.23 FT
±26.6 FT
65.5 FT
PEQUANNOCK TOWNSHIP CODE SECTION 189.03.060 B
(4) FRONT YARD SETBACK. THERE SHALL BE A FRONT YARD AT LEAST THIRTY-FIVE (35) FEET IN DEPTH. THE FRONT YARD SETBACK OF A
RESIDENTIAL STRUCTURE LOCATED IN THE SPECIAL FLOOD HAZARD AREA MAY BE REDUCED TO NOT LESS THAN 25' IF THE ELEVATION
OF THE STRUCTURE HAS BEEN RAISED ABOVE THE SPECIAL FLOOD HAZARD AREA ELEVATION AND SUBJECT TO THE LIMITATIONS
CONTAINED IN THE SUBSECTION. THE PURPOSE OF THE DECREASED FRONT YARD SETBACK IS TO PROVIDE ADDITIONAL AREA FOR
THAT PORTION OF THE STRUCTURE RELATED TO THE ENTRANCE STAIRCASE, PLATFORM(S)/LANDINGS(S) AND PORCH NEEDED IN THE
EFFORT TO RAISE AN EXISTING RESIDENTIAL STRUCTURE'S FIRST FLOOR ELEVATION ABOVE THE SPECIAL FLOOD HAZARD AREA. SUCH
ENTRANCE STAIRCASE, PLATFORM(S)/LANDING(S) AND PORCH SHALL NOT OCCUPY MORE THAN 4% OF THE REQUIRED FRONT YARD
AREA OF THE RESIDENCE, WHERE THE STANDARD FRONT YARD SETBACK IS 35'. THE ENTRANCE STAIRCASE STRUCTURE SHALL NOT
EXCEED A MAXIMUM OF 10 RISERS TO A PLATFORM/LANDING. SUCH A RESTRICTION WILL ENSUREE THAT ANY PROPOSED NEW ENTRY
WILL NOT RESULT IN A LONG EXPANSIVE STAIRCASE ENTRANCE TO THE HOME. THE ENTRANCE SHALL BE PERMITTED TO BE COVERED
BY A ROOF TO PROVIDE BOTH PROTECTION FROM THE ELEMENTS AND TO PROVIDE AESTHETIC IMPROVEMENT. SUCH COVERED
STRUCTURE SHALL ONLY BE OVER THE RAISED FIRST FLOOR ENTRANCE AND ITS ENCROACHMENT INTO THE REQUIRED FRONT YARD
SETBACK SHALL NOT EXCEED THE PERMITTED 25' SETBACK ASSOCIATED WITH THE ENTRANCE STAIRCASE, PLATFORM(S)/LANDING(S)
AND PORCH. THE AREA AROUND THE ENTRANCE STAIRCASE AND PLATFORM(S)/LANDING(S) SHALL BE LANDSCAPED WITH A VARIETY OF
EVERGREEN SHRUBS TO PROVIDE SCREENINGS AND COVERAGE OF THE BASE OR UNDERSIDE OF THE ENTRANCE STAIRCASE,
PLATFORM(S)/LANDING(S) AND PORCH STRUCTURE.
PEQUANNOCK TOWNSHIP CODE SECTION 189.03.040 L.
(1) ALL DECKS SHALL BE PERMITTED IN THE SIDE AND REAR YARDS. NO DECK SHALL BE PERMITTED IN THE FRONT YARD.
(2) ATTACHED AND DETACHED DECKS SHALL MEET ALL REQUIRED SIDE AND REAR YARD SETBACK OF THE DISTRICT WITHIN WHICH THEY
ARE LOCATED. HOWEVER, DECKS ASSOCIATED WITH POOLS MAY HAVE A MINIMUM SIDE AND REAR YARD SETBACK OF 10 FEET.
(3) A DECK SHALL BE DEFINED AS A LEVEL SURFACED AREA, GENERALLY CONSTRUCTED OF WOOD, DIRECTLY ADJACENT OR SEPARATED
FROM THE PRINCIPAL BUILDING AT 30 INCHES OR MORE ABOVE FINISHED GRADE. SUCH STRUCTURE, IF ATTACHED TO THE PRINCIPAL
STRUCTURE SHALL BE CONSIDERED PART OF THE PRINCIPAL STRUCTURE.
PEQUANNOCK TOWNSHIP CODE SECTION 189.03.040 W.
(1) DECKS WILL NOT BE COUNTED TOWARD BUILDING COVERAGE IF THE FOLLOWING CONDITIONS ARE MET:
(a) THE DECK IS LESS THAN OR EQUAL TO SIX FEET IN HEIGHT AS MEASURED FROM ITS LOWEST CORNER;
(b) THE DECK AREA IS LESS THAN OR EQUAL TO 15% OF THE FOOTPRINT OF THE RESIDENCE OR 400 SQUARE FEET WHICHEVER IS LESS
AND DOES NOT CONFLICT WITH (A) ABOVE.
(c) ANY DECK THAT IS GREATER THAN SIX FEET IN HEIGHT SHALL BE COUNTED TOWARD BUILDING COVERAGE.
(d) THE AREA OF THE DECK THAT IS GREATER THAN 15% OR 400 SQUARE FEET AND DOES NOT MEET THE REQUIREMENTS OF (a) ABOVE
SHALL BE COUNTED TOWARD BUILDING COVERAGE.
18,492 SF / 0.42 acres
150 FT
TOWNSHIP OF PEQUANNOCK FLOOD CONTROL NOTES
1. PROPOSED SITE IMPROVEMENTS AND BUILDING ELEVATION SHALL CONFORM TO TOWNSHIP OFPEQUANNOCK ORDINANCE 085.06 PROVISIONS FOR FLOOD HAZARD REDUCTION.
2. ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS, INCLUDING SHEDS AND GARAGES, SHALL BEANCHORED TO PREVENT FLOTATION, COLLAPSE, OR LATERAL MOVEMENT OF THE STRUCTURE.
3. ALL MANUFACTURED HOMES SHALL BE ANCHORED TO RESIST FLOTATION, COLLAPSE, OR LATERALMOVEMENT. METHODS OF ANCHORING MAY INCLUDE, BUT ARE NOT TO BE LIMITED TO, USE OF OVER-THETOP OR FRAME TIES TO GROUND ANCHORS. THIS REQUIREMENT IS IN ADDITION TO APPLICABLE STATEAND LOCAL ANCHORING REQUIREMENTS FOR RESISTING WIND FORCES.
4. ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS SHALL BE CONSTRUCTED WITH MATERIALSAND UTILITY EQUIPMENT RESISTANT TO FLOOD DAMAGE.
5. ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS SHALL BE CONSTRUCTED USING METHODSAND PRACTICES THAT MINIMIZE FLOOD DAMAGE.
6. ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS SHALL PROVIDE COMPENSATORY STORAGEAT HYDRAULICALLY EQUIVALENT SITE AT A RATIO 1.5:1 FOR EACH CUBIC FOOT OF FILL PLACED IN THEREGULATORY FLOODPLAIN.
7. ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS SHALL BE CONSTRUCTED ON FOUNDATIONSTHAT ARE DESIGNED AND SEALED BY A REGISTERED DESIGN PROFESSIONAL IN COMPLIANCE WITH THECURRENTLY ADOPTED CONSTRUCTION CODES AND NOT BE CONSTRUCTED ON FILL. SEE ARCHITECT'SCERTIFICATION.
8. ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS HAVING FULLY ENCLOSED AREAS BELOW THELOWEST FLOOR THAT ARE USABLE SOLELY FOR PARKING OF VEHICLES, BUILDING ACCESS OR STORAGESHALL REQUIRE A NON-CONVERSION AGREEMENT IN THE FORM OF A DEED RESTRICTION TO BE FILEDWITH THE COUNTY CLERK PRIOR TO THE REQUEST FOR A CERTIFICATE OF OCCUPANCY.
9. ALL NEW AND REPLACEMENT WATER SUPPLY SYSTEMS SHALL BE DESIGNED TO MINIMIZE OR ELIMINATEINFILTRATION OF FLOOD WATERS INTO THE SYSTEM.
10. NEW AND REPLACEMENT SANITARY SEWAGE SYSTEMS SHALL BE DESIGNED TO MINIMIZE OR ELIMINATEINFILTRATION OF FLOOD WATERS INTO THE SYSTEMS AND DISCHARGE FROM THE SYSTEMS INTO FLOODWATERS.
11. ON-SITE WASTE DISPOSAL SYSTEMS SHALL BE LOCATED TO AVOID IMPAIRMENT TO THEM ORCONTAMINATION FROM THEM DURING FLOODING.
12. ELECTRICAL, HEATING, VENTILATION, PLUMBING AND AIR-CONDITIONING EQUIPMENT DUCTWORK ANDOTHER SERVICE FACILITIES SHALL BE DESIGNED AND/OR LOCATED THREE (3) FEET ABOVE BASE FLOODELEVATION SO AS TO PREVENT WATER FROM ENTERING OR ACCUMULATING WITHIN THE COMPONENTSDURING CONDITIONS OF FLOODING.
13. FOR ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS, HAVING FULLY ENCLOSED AREASBELOW THE LOWEST FLOOR THAT ARE USABLE SOLELY FOR PARKING OF VEHICLES, BUILDING ACCESS ORSTORAGE IN AN AREA OTHER THAN A BASEMENT AND WHICH ARE SUBJECT TO FLOODING SHALL BEDESIGNED TO AUTOMATICALLY EQUALIZE HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS BYALLOWING FOR THE ENTRY AND EXIT OF FLOODWATERS. DESIGNS FOR MEETING THIS REQUIREMENTMUST EITHER BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT OR MUST MEETOR EXCEED THE FOLLOWING MINIMUM CRITERIA: A MINIMUM OF TWO OPENINGS HAVING A TOTAL NETAREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TOFLOODING SHALL BE PROVIDED. THE BOTTOM OF ALL OPENINGS SHALL BE NO HIGHER THAN ONE FOOTABOVE GRADE. OPENINGS MAY BE EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERING OR DEVICESPROVIDED THAT THEY PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOODWATERS.
LEGEND
ROOF LEADER
CHAIN LINK FENCE
LIGHT
WIRES (OVERHEAD)
UTILITY POLE
CLEAN / OUT
"B" INLET
WATER VALVE
GAS VALVE
WATER LINE (U/G)
GAS LINE (U/G)
BENCHMARK
CONIFEROUS TREE
DECIDUOUS TREE
R
L VERTICAL DATUM IS NGVD29
NGVD29 TO NAVD88 CONVERSION (FEMA PRELIMINARY FIS ONLY)
ELEVATION IN NGVD29 = ELEVATION IN NAVD88 + 0.78 FEET
N.A.D. 1983 STATE PLANE COORDINATES (feet)
E (x): 553,174 N (y): 771,419
14.8% / 2,728 SF
1
1PHOTO LOCATION
CERTIFICATE OF AUTHORIZATION NO. 24GA27921100
CheckedDrawn
Date
Sheet TitleTracer
Scale
DARMOFALSKI ENGINEERING ASSOCIATES, INC.DARMOFALSKI ENGINEERING
ASSOCIATES, INC.DARMOFALSKI ENGINEERING ASSOCIATES, INC
C-2
PROJECT NUMBER
SHEET 2 OF 3
Project TitleENGINEERS SEAL & SIGNATURE
License #43110
THOMAS A BOORADY, P.E.N.J. Professional Engineer
19-41
MAP REFERENCEMAP ENTITLED;
BOUNDARY AND TOPOGRAPHIC SURVEYLOT 20, BLOCK 3707, A.K.A. 99 PEQUANNOCK AVENUE
TOWNSHIP OF PEQUANNOCK, MORRIS COUNTY, NEW JERSEY~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
PREPARED BY:DMC ASSOCIATES, INC. PROFESSIONAL LAND SURVEYORS
211 MAIN STREET - BUTLER, NEW JERSEY 07405DRAWING DATE: 11/22/2019 - PROJECT No. 1911038, NO REVISIONS~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
ARCHITECTURAL PLANS BY:LOUIS A. SALAMONE - BURTON S. LANDAU, ARCHITECTS AIA
169 RAMAPO VALLEY ROAD - OAKLAND, NEW JERSEYDRAWING DATE: 12-12-19 - PROJECT No. 19-26, NO REVISIONS
PROPOSED HOUSE ELEVATION PLAN
14.9% / 2,749 SF
COMPLIES
COMPLIES
COMPLIES
COMPLIES
COMPLIES
COMPLIES
Civil EngineersTele. 973.835.8300
Darmofalski Engineering Assoc.,Inc.
86 Newark-Pompton Turnpike - Riverdale, N.J. 07457
Fax 973.835.1117
REMOVE EXISTINGMACADAMDRIVEWAY. RESTOREAREA WITH TOPSOIL,SEED & HAY. 724 SF
MAX NO. OF STORIES 2.5 1.5 2.0 COMPLIES
58.2 FT
8.64 FT
17.92 FT
±85.2 FT
17.92 FT
85.2 FT COMPLIES
ACCESSORY STRUCTURE - GARAGE
MIN SIDE YARD
MIN FRONT YARD
MIN REAR YARD
ALLOWED
10 FT
10 FT
35 FT
4.79 FT
32.27 FT
94.50 FT
4.79 FT
32.27 FT
94.50 FT COMPLIES
EXIST NONCONFORMANCE
COMPLIES
BUILDING COVERAGE
EXISTING
GARAGE 821 SF
DWELLING 1,819 SF
COVERED PLATFORM 64 SF
OVERHANG 24 SF
TOTAL (SF) 2,728 SF
TOTAL (%) 14.8 %
PROPOSED
GARAGE 821 SF
DWELLING 1,819 SF
COVERED FRONT PORCH* 109 SF
TOTAL (SF) 2,749 SF
TOTAL (%) 14.9 %
NOTE: PER §189.07.020.W.(1) (c) DECKS
GREATER THAN SIX FEET SHALL BE
COUNTED TOWARD BUILDING COVERAGE
IMPERVIOUS COVERAGE
EXISTING
GARAGE 821 SF
DWELLING 1,819 SF
COVERED PLATFORM 64 SF
OVERHANG 24 SF
MACADAM DVWY (SOUTH) 1,897 SF
MACADAM DVWY (NORTH) 724 SF
PAVERS 245 SF
PAVER PLATFORM 21 SF
CONC PAD 74 SF
TOTAL (SF) 5,689 SF
TOTAL (%) 30.8 %
PROPOSED
GARAGE 821 SF
DWELLING 1,819 SF
MACADAM DVWY (SOUTH) 1,897 SF
PAVER WALK (FRONT) 95 SF
FRONT PORCH 109 SF
TOTAL (SF) 4,741 SF
TOTAL (%) 25.6 %
25.6% / 4,741 SF
REMOVE EXISTINGCONCRETE PAD.RESTORE AREA WITHTOPSOIL, SEED, ANDHAY. 74 SF.
EXISTING DWELLING TO BEELEVATED. NO BASEMENT ISEXISTING OR PROPOSED.PROPOSED HABITABLE FIRSTFLOOR ELEVATION PERARCHITECT = 186.5. GENERALPERMIT #5 - RECONSTRUCTIONAND/OR ELEVATION OF ABUILDING IN A FLOODWAY.
NEW FRONT STEPS TO BECONSTRUCTED FOR ACCESS TORAISED DWELLING. 109 SF.PERMIT-BY-RULE #16 -CONSTRUCTION OF A DECK.APPROXIMATELY TWELVE (12)RISERS WHERE A MAXIMUM OFTEN (10) ARE PERMITTED PER189.03.060 B (4). VARIANCE ISREQUIRED.
EXISTING GARAGETO REMAIN
NEW PAVER WALKWAY. 95 SF.PERMIT-BY-RULE #8 -CONSTRUCTION AT ORBELOW GRADE IN A FLUVIALFLOOD HAZARD AREA.
NEW PAVER WALKWAY. 70 SF.PERMIT-BY-RULE #8 -CONSTRUCTION AT OR BELOWGRADE IN A FLUVIAL FLOODHAZARD AREA.
REMOVE EXISTING PAVERPLATFORM
REMOVE EXISTING PAVERPATIO/WALK. ±245 SF.RESTORE WITH TOP SOIL, SEED,AND HAY.
PROVIDE TEN (10) FLOOD VENTSMODEL #1540-510 (VENTED)AS MANUFACTURED BY SMART VENTPRODUCTS, INC. LOCATIONS AS SHOWN.
2
3
4
FLOOD HAZARD MAP REFERENCE
EFFECTIVE MAPPING:
FEMA FIRM MAP PANEL 345311 0003C, & PROFILE 01P EFFECTIVE ON 09/17/92FEMA 1% ANNUAL CHANCE FLOOD ELEVATION = 183.0 (NGVD29)
NJDEP MAP PANEL P-13 FOR THE POMPTON RIVER, EFFECTIVE DATE: 12/18/84PEQUANNOCK TWP, MORRIS CO. / WAYNE TWP, PASSAIC CO.EFFECTIVE NJDEP BASE FLOOD ELEVATION = 183.0 (NGVD29)EFFECTIVE NJDEP FLOOD HAZARD AREA DESIGN FLOOD ELEVATION = 185.0 (NGVD29)
NOTE: THE EXISTING PROPERTY IS ENTIRELY IN THE FLOOD HAZARD AREA PER EFFECTIVE MAPS.PROPERTY NOT IN FLOODWAY PER EFFECTIVE MAPS.
PRELIMINARY MAPPING:
PRELIMINARY FIRM MAP PANEL 345300 0184F, REVISED 02/26/16 & PROFILE 295PFEMA 1% ANNUAL CHANCE FLOOD ELEVATION = 180.5 (NAVD88) = 181.3 (NGVD29)NJDEP FLOOD HAZARD AREA DESIGN FLOOD ELEVATION =FEMA 1% ANNUAL CHANCE FLOOD ELEVATION + 1 FT = 181.5 (NAVD88) = 182.3 (NGVD29)PRELIMINARY NJDEP FLOOD HAZARD AREA DESIGN FLOOD ELEVATION (NOT ADOPTED) = 181.5 (NAVD88) =182.3 (NGVD29)
NOTE: THE EXISTING PROPERTY WILL BE INSIDE THE FLOODWAY PER PRELIMINARY MAPS
MOST RESTRICTIVE ELEVATION = EFFECTIVE NJDEP FLOOD HAZARD ELEVATION @ 185.0 (NGVD29).
MINIMUM FLOOR ELEVATION FOR HABITABLE ADDITION = 186.0 (NGVD29), INCLUDES 1 FOOT OF FREEBOARD.
PROPOSED FINISHED FLOOR ELEVATION (FFE) PER ARCHITECT PLANS = 186.5 (NGVD29)
LOT DEPTH CALCULATION
DEPTH MEASURED AT 15 FOOT
INTERVALS AND SIDE LOT LINES.
AVERAGE LOT DEPTH = (8 X 123.58 FT
+ 123.43 FT+ 122.28 FT + 120.00 FT) / 11
= 123.12 FT
VARIANCE REQ'D
APPLICANT:
391 SKI TRAIL LLC C/O ELIZABETH CARAVELLA
39 VOORHIS ROAD
KINNELON, NJ 07405
PHONE: 973-588-5385
E-MAIL: [email protected]
FLOOD OPENINGS
PER FEMA & IRC REQUIREMENTS:PROVIDE ONE (1) SQUARE INCH OF NET OPENING PERONE (1) SQUARE FOOT OF ENCLOSED AREA.
BUILDING AREA = 1820.0 SQ.FT.
FLOOD VENT MODEL 1540-520 BY SMARTVENTPROVIDES 200 SQ.FT. OF COVERAGE
1820.0 / 200 = 9.1 or 10 VENTS REQUIRED.
HOUSE ELEVATION ANDVARIANCE PLAN for
#99 PEQUANNOCK AVENUELot 20, Block 3707
situated in theTownship of Pequannock, Morris County, New Jersey
PROPOSED HABITABLE FFE = 186.5EXISTING GROUND FLOOR SLAB = 178.98
ESTIMATED BUILDING HEIGHT
AVERAGE GRADE = (178.26 + 177.65 + 177.75 + 178.21 + 177.94
+ 177.77 + 178.32 + 178.17 + 178.23) / 9 = 178.0
FIRST FLOOR FFE = 186.5 FT
HEIGHT TO RIDGE = ±18.1 FT
RIDGE ELEVATION = ±204.6 FT
BUILDING HEIGHT = ±26.6 FT
REMOVED COVERED PAVERPLATFORM.
APPROXIMATE LIMIT OFDISTURBANCE. AREA OFDISTURBANCE = 4,600 SF
USE EXISTING MACADAMDRIVEWAY AS A STABILIZEDCONSTRUCTION ACCESS PAD
SOIL MOVEMENT
NET SOIL MOVEMENT (CUT AND FILL) = 0 CF
APPROXIMATE SOIL MOVEMENT FOR THE FOOTING
CONSTRUCTION = 4 FT WIDE X 3 FT DEPTH X ±191 FT
FOOTING LENGTH = 2,292 CF = 85 CY OF MOVEMENT.
ALL SOIL TO BE RETURNED.
NO GRADE CHANGES WITHIN OR BEYOND THE SITE
ARE PROPOSED.
APPROXIMATE LOCATION OFEXISTING WATER ANDSANITARY SERVICE. SANITARYSEWER LINE TO BE TV'DPENDING APPROVAL OF THEAPPLICATION BY THE BOARD.
APPROXIMATE LOCATION OFPROPOSED OVERHEADELECTRICAL SERVICE. TO BECOORDINATED WITHELECTRICAL UTILITY.
APPROXIMATE LOCATION OFEXISTING UTILITY POLE.
1 10/8/2020 AP CHANGES MADE TO HOUSE & COMMENTS FROM BOARD ENGINEER
CERTIFICATE OF AUTHORIZATION NO. 24GA27921100
CheckedDrawn
Date
Sheet TitleTracer
Scale
DARMOFALSKI ENGINEERING ASSOCIATES, INC.DARMOFALSKI ENGINEERING
ASSOCIATES, INC.DARMOFALSKI ENGINEERING ASSOCIATES, INC
PROJECT NUMBER
SHEET 3 OF 3
Project TitleENGINEERS SEAL & SIGNATURE
License #43110
THOMAS A BOORADY, P.E.N.J. Professional Engineer
Civil EngineersTele. 973.835.8300
Darmofalski Engineering Assoc.,Inc.
86 Newark-Pompton Turnpike - Riverdale, N.J. 07457
Fax 973.835.1117
DETAILS
HOUSE ELEVATION ANDVARIANCE PLAN for
#99 PEQUANNOCK AVENUELot 20, Block 3707
situated in theTownship of Pequannock, Morris County, New Jersey
C-319-41