3 STORY HOTEL
' 0.0 20
PAY SURFACE PARKING
3 STORY SINGLE FAMILY
SITE
3 STORY MULTI FAMILY 3 STORY SINGLE FAMILY
3 STORY MULTI FAMILY
3 STORY SINGLE FAMILY
3 STORY SINGLE FAMILY
SITE
3 STORY SINGLE FAMILY
3 STORY MULTI FAMILY
CITY OF ATLANTIC CITY TAX MAP NO. 5 16 STORY APARTMENT BUILDING
SCALE: 1" = 200'
USC & GS QUAD MAP - CITY OF ATLANTIC CITY
FEMA FIRM MAP NO. 345278 0004 D
BUILDING NOW DEMOLISHED (VACANT)
SITE
ONE STORY RETAIL
X X X X X X X X X W X
GOOGLE EARTH AERIAL PHOTOGRAPH
W W
SITE
X X X X
SITE
W W W W W X
CITY OF ATLANTIC CITY ZONING MAP - RS-C DISTRICT
ATLANTIC CITY TOURISM DISTRICT MAP
ATLANTIC CITY ZONING CHECKLIST
PROPOSED 9-UNIT RETAIL STRUCTURE #2701 BOARDWALK, HISTORIC BOARDWALK HALL ISSUED FOR CRDA APPROVALS PLAN SET CIVIL SHEET SET C-1 C-2 C-3 C-4 C-5
TITLE SHEET PROPERTY SURVEY SITE DEVELOPMENT / GRADING / DRAINAGE SOIL EROSION & SEDIMENT CONTROL PLAN SITE DETAILS
OR USE OF THIS DOCUMENT OR ANY PORTION THEREOF IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE PREPARER. THIS DOCUMENT IS THE SOLE PROPERTY OF ARTHUR W. PONZIO COMPANY & ASSOCIATES, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER (CLIENT) OF THIS PROJECT AT THIS SITE. IT SHOULD NOT BE USED BY ANY OTHER PERSON OR ENTITY AND MAY NOT BE COPIED IN ANY WAY FOR ANY OTHER PURPOSE AT ANY TIME. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND SAFETY REQUIREMENTS AND SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE HIGH VOLTAGE PROXIMITY ACT, STATE OF NEW JERSEY, ADOPTED 7/21/48 AS P.L. 1948, c 249, THE NEW JERSEY UNIFORM CONSTRUCTION CODE, BOCA, ASTM SPECIFICATIONS, ALL LOCAL ORDINANCES AND PERMIT CONDITIONS. A.W. PONZIO CO & ASSOCIATES, INC. RESPONSIBILITIES DO NOT INCLUDE ANY FIELD INSPECTION, CONSTRUCTION MANAGEMENT, CONSTRUCTION OR CONTRACTOR'S COMPLIANCE WITH CONSTRUCTION DOCUMENTS.
1
6/23/14 NZ
Approved by Resolution # ____________________
Dated: _________
_________________________________________ CRDA Planner
Date:
__________
_________________________________________ CRDA Engineer
Date:
__________
_________________________________________ CRDA Land Use Regulation & Enforcement Officer
Date:
__________
_________________________________________ CRDA Hearing Officer
Date:
__________
CRDA REVIEW COMMENTS
TITLE SHEET (SETBACK)
SURVEYORS, PLANNERS, ENGINEERS 400 NORTH DOVER AVENUE, ATLANTIC CITY, N. J. 08401 PHONE: 609-344-8194 FAX: 609-344-1594 NEW JERSEY STATE AUTH. NO.: 24GA28001300
ARTHUR W. PONZIO, JR. NO. DATE
BY
DESCRIPTION
NO. DATE REVISIONS
BY
DESCRIPTION
DATE
PROFESSIONAL PLANNER N.J. NO. 2676 PROFESSIONAL LAND SURVEYOR N.J. NO. GS28314
JON J. BARNHART PROFESSIONAL PLANNER N.J. NO. PROFESSIONAL ENGINEER N.J. NO.
DATE
GE43483
BLOCK 32 LOT 8 CITY OF ATLANTIC CITY, ATLANTIC COUNTY, NEW JERSEY SCALE: NTS DATE: 1/29/14
BY: N. ZURINSKAS PROJ. NO.: 25641
C-1
D
EE
N
O R
TH
ONE STORY RETAIL STRUCTURE BLOCK 35 LOT 3
BLOCK 35 LOT 2
30" STORM
D
ex. inlet
W
W
W
ex. catch basin
W
STORM FLOW
STORM FLOW
G T
G
G
T
T
14" STORM
G T
STORM FLOW
STORM FLOW
U/P ex. inlet
OVERHEAD ELECTRIC / PHONE WIRES
SITE
WEST LINE
376.39' x7.21'
3" PVC DRAIN LINE BENEATH 3FT BOARDWALK STRIP FRAME. DAYLIGHT PIPE INVERT BEYOND EXISTING SOIL SLOPE AT BOARDWALK EDGE
L/S
x8.20'
x8.90'
STORM FLOW
STORM FLOW
3" TRENCH DRAIN
NEW L/S
STORM FLOW
SUBJECT PROPERTY LIES IN FIA FIRM ZONE AE10 AS SHOWN ON THE FEMA PRELIMINARY WORKING FLOOD MAP.
2.
PARALLEL WITH BELMONT AVENUE
ASPHALT SURFACE PARKING AREA
SUBJECT PROPERTY CONTAINS A CALCULATED AREA OF 1.06 ACRES (TOTAL OF BOTH LOTS).
3.
STORM FLOW
AREA = 1.06 ACREA
INTERIOR LIN
1.
E OF PUBLIC
BLOCK 32 LOT 8
GENERAL NOTES
PERMANENT MARKERS HAVE BEEN OMITTED.
4.
OFFSETS SHOWN ARE GIVEN FOR CHECKING COMPLIANCE WITH DEED RESTRICTIONS AND ZONING REGULATIONS ONLY. OFFSETS SHALLNOT BE USED FOR ANY OTHER PURPOSES. SURVEYOR SHALL NOT HAVE ANY LIABILITY OR RESPONSIBILITY IF THE OFFSETS SHOWN ARE USED OTHER THAN AS INTENDED.
ASPHALT SURFACE WITH ILLUSION ARTWORK (SOLID GRAY HATCHED AREAS)
x9.04' 9.15'x
x8.92'
5.
THIS PROPERTY IS SUBJECT TO DOCUMENTS OF RECORD. UNDERGROUND IMPROVEMENTS, EASEMENTS, PROPERTY LINE AGREEMENTS OR OTHER CONDITIONS UNKNOWN TO THE SURVEYOR ARE NOT SHOWN. SURVEYOR RESERVES THE RIGHT TO MODIFY THIS SURVEY SHOULD ANY SUCH INFORMATION BECOME AVAILABLE.
6.
SURVEYOR'S SIGNATURE AND SEAL SIGNIFY THAT THIS SURVEY WAS PERFORMED UNDER MY DIRECT SUPERVISION. ONLY SIGNED SEALED COPIES SHALL BE CONSIDERED AS TRUE COPIES.
7.
THE ILLUSTRATION OF RIPARIAN CLAIMS OR RIGHTS, OR UNREGULATED OR REGULATED WETLANDS IMPACTING SUBJECT PROPERTY, IF ANY, ARE NOT INCLUDED AS A PART OF SURVEYOR'S CONTRACT WITH CLIENT. SURVEYOR RESERVES THE RIGHT TO MODIFY THIS SURVEY SHOULD CLIENT REQUEST THESE ADDITIONAL SERVICES.
BLOCK 32 LOT 10 N/F CALIFORNIA AVENUE VENTURES, LLC
BLOCK 32 LOT 9 N/F CALIFORNIA AVENUE VENTURES, LLC
x8.13'
PARALLEL WITH PACIFIC AVE.
x9.08'
NEW LIGHT L/S STORM FLOW
STORM FLOW
x8.04' x8.27'
THIS SURVEY HAS BEEN PREPARED ONLY FOR THE USE OF THE NAMED PARTIES. SURVEYOR SHALL NOT HAVE ANY LIABILITY OR RESPONSIBILITY FOR USE WITH SURVEY AFFIDAVIT, OR FOR USE BY ANY OTHER PERSONOR ENTITY NOT SPECIFICALLY NAMED, FOR ANY REASONS OTHER THAN AS ORIGINALLY INTENDED.
EAST LINE ex. inlet x6.86'
9.
THE DETECTION, LOCATION OR IDENTIFICATION OF HAZARDOUS SUBSTANCES OR UNDERGROUND CONDITIONS NOT VISIBLE AT TIME OF SURVEY ARE NOT INCLUDED AS PART OF SURVEYOR'S CONTRACT WITH CLIENT.
x6.73'
BEG. PT.
WV W
W
W
W
STORM FLOW
220.0' SOUTH OF THE SOUTH LINE OF PACIFIC AVENUEx7.35' (60' WIDE) SS
STORM FLOW
x7.36'
SS
W
SS W
W STORM FLOW
EXISTING UTILITIES LEGEND
12" STORM
ex. catch basin
STORM FLOW
L/S PLANTER
S = SANITARY SEWER CLEAN-OUT S M/H = SANITARY SEWER MANHOLE E = ELECTRIC METER WV = WATER VALVE WM = WATER METER GV = GAS VALVE T/L = TRAFFIC LIGHT U/P = UTILITY POLE HYD = FIRE HYDRANT L/S = LIGHT STAND
30" STORM
8.
OCEAN
BLOCK 32 LOT 7
ATLANTIC
BLOCK 32 LOT 6
NEW LIGHT L/S
RIPARIAN COMMISSIONER'S EXTERIOR LINE 2000 FT SOUTH OF SOUTHERLY LINE OF PACIFIC AVE.
BLOCK 32 LOT 5
N/F CALIFORNIA AVENUE VENTURES, LLC
PARK
N/F CALIFORNIA AVENUE VENTURES, LLC
PARALLEL WITH PACIFIC AVENUE
N/F CALIFORNIA AVENUE VENTURES, LLC
PUBLIC BATHING BEACH
x7.42'
30" STORM
LOCATOR MAP - CITY OF ATLANTIC CITY
ex. inlet
16 STORY RESIDENTIAL STRUCTURE "THE RITZ" BLOCK 31 LOT 2
ELEVATION LEGEND X.XX' = EXISTING SPOT ELEVATION NGVD 1929 DATUM X.XX' B = EXISTING BOTTOM OF CURB ELEVATION X.XX' T = EXISTING TOP OF CURB ELEVATION
20
0
20
40
60
GRAPHIC SCALE IN FEET OR USE OF THIS DOCUMENT OR ANY PORTION THEREOF IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE PREPARER. THIS DOCUMENT IS THE SOLE PROPERTY OF ARTHUR W. PONZIO COMPANY & ASSOCIATES, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER (CLIENT) OF THIS PROJECT AT THIS SITE. IT SHOULD NOT BE USED BY ANY OTHER PERSON OR ENTITY AND MAY NOT BE COPIED IN ANY WAY FOR ANY OTHER PURPOSE AT ANY TIME. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND SAFETY REQUIREMENTS AND SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE HIGH VOLTAGE PROXIMITY ACT, STATE OF NEW JERSEY, ADOPTED 7/21/48 AS P.L. 1948, c 249, THE NEW JERSEY UNIFORM CONSTRUCTION CODE, BOCA, ASTM SPECIFICATIONS, ALL LOCAL ORDINANCES AND PERMIT CONDITIONS. A.W. PONZIO CO & ASSOCIATES, INC. RESPONSIBILITIES DO NOT INCLUDE ANY FIELD INSPECTION, CONSTRUCTION MANAGEMENT, CONSTRUCTION OR CONTRACTOR'S COMPLIANCE WITH CONSTRUCTION DOCUMENTS.
1
6/23/14 NZ
CRDA REVIEW COMMENTS
PROPERTY SURVEY (SETBACK)
SURVEYORS, PLANNERS, ENGINEERS 400 NORTH DOVER AVENUE, ATLANTIC CITY, N. J. 08401 PHONE: 609-344-8194 FAX: 609-344-1594 NEW JERSEY STATE AUTH. NO.: 24GA28001300
ARTHUR W. PONZIO, JR. NO. DATE
BY
DESCRIPTION
NO. DATE REVISIONS
BY
DESCRIPTION
DATE
PROFESSIONAL PLANNER N.J. NO. 2676 PROFESSIONAL LAND SURVEYOR N.J. NO. GS28314
JON J. BARNHART PROFESSIONAL PLANNER N.J. NO. PROFESSIONAL ENGINEER N.J. NO.
DATE
GE43483
BLOCK 32 LOT 8 CITY OF ATLANTIC CITY, ATLANTIC COUNTY, NEW JERSEY SCALE: 1" = 20' DATE: 1/29/14
BY: N. ZURINSKAS PROJ. NO.: 25641
C-2
LUMINAIRE SCHEDULE Label
Qty
Catalog Number
Description
Lamp
A
3
ASW2 200M SR3 HS (PULSE START)
AERIS ARCHITECTURAL BUILDING MOUNTED LUMINAIRE, SR3 (SEGMENTED TYPE III, ASYMMETRIC) DISTRIBUTION WITH HOUSE SIDE SHIELD, 200W MH W/ CLEAR LAMP. MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA
ONE 200 WATT CLEAR T15 PULSE START METAL HALIDE, HORIZONTAL POSITION.
File
Lumens
LLF
Watts
Height
ASW2_200M_ SR3_HS_(PUL SE_START).ie s
19000
1.00
252
10 FT
D EE D
N O
R TH
ONE STORY RETAIL STRUCTURE BLOCK 35 LOT 3
BLOCK 35 LOT 2
30" STORM
Symbol
ex. inlet
W
W
W
ex. catch basin
W
STORM FLOW
STORM FLOW
G T
G
G
T
T
14" STORM
G T
STORM FLOW
STORM FLOW NEW CONCRETE APRON 24.0'
PORTION OF EX. L/S PLANTER TO BE REMOVED & REPLACED W/ ASPHALT NEW 5LF CURB IN PLANTER
EX. LANDSCAPE HEDGE TO REMAIN
EX. 5' HT. BLACK ALUMINUM FENCE TO REMAIN
U/P R2.0'
OVERHEAD ELECTRIC / PHONE WIRES
R2.0'
6.10' T 6.10' B
WEST LINE
ex. inlet
6.05' T 6.05' B
376.39' 7.17' T 6.67' B
( EXISTING PARKING TO REMAIN )
GENERAL DEVELOPMENT NOTES
3.6' 7.70' T 7.20' B 3" TRENCH DRAIN
CONCRETE WALKWAY
STORM FLOW
CONCRETE VERTICAL CURB
PARALLEL WITH BELMONT AVENUE
ASPHALT SURFACE PARKING AREA
40.0' 9.15'x
8.12' T 7.62' B
x8.92'
9. SIGNS: DIRECTIONAL SIGNS ARE AS SHOWN ON THIS SITE PLAN.
STORM FLOW
STORM FLOW
PARKING TO BE RECONFIGURED TO ACCOMMODATE THE PROPOSED DEVELOPMENT. EXISTING SURFACE PARKING AREA TO REMAIN AS PAY PUBLIC PARKING, NOT PART OF THIS APPLICATION
NEW (2) 12' WIDE SWING GATES
EX. LANDSCAPE HEDGE TO REMAIN
x8.13'
0.0'
x8.04'
EAST LINE
EX. CONCRETE CURB TO BE REMOVED
EX. 5' HT. BLACK ALUMINUM FENCE TO REMAIN x6.86'
x6.73'
BEG. PT.
W
W
W
SS
0 FT 0 FT N/A < 385 FT
C C C C
N/A N/A 60% N/A 1 SP/300 SF = 46 SP
31% N/A 31% 0.30 0 SPACES
C C C C V
GRAPHIC SCALE IN FEET OR USE OF THIS DOCUMENT OR ANY PORTION THEREOF IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE PREPARER. THIS DOCUMENT IS THE SOLE PROPERTY OF ARTHUR W. PONZIO COMPANY & ASSOCIATES, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER (CLIENT) OF THIS PROJECT AT THIS SITE. IT SHOULD NOT BE USED BY ANY OTHER PERSON OR ENTITY AND MAY NOT BE COPIED IN ANY WAY FOR ANY OTHER PURPOSE AT ANY TIME. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND SAFETY REQUIREMENTS AND SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE HIGH VOLTAGE PROXIMITY ACT, STATE OF NEW JERSEY, ADOPTED 7/21/48 AS P.L. 1948, c 249, THE NEW JERSEY UNIFORM CONSTRUCTION CODE, BOCA, ASTM SPECIFICATIONS, ALL LOCAL ORDINANCES AND PERMIT CONDITIONS. A.W. PONZIO CO & ASSOCIATES, INC. RESPONSIBILITIES DO NOT INCLUDE ANY FIELD INSPECTION, CONSTRUCTION MANAGEMENT, CONSTRUCTION OR CONTRACTOR'S COMPLIANCE WITH CONSTRUCTION DOCUMENTS.
R2.0'
STORM FLOW
x7.36'
SS
SS
ex. inlet
WV 12" STORM
ex. catch basin
W
W
ANY DAMAGE TO PUBLIC BOARDWALK WHICH OCCURS DURING CONSTRUCTION SHALL BE REPAIRED / REPLACED AT THE DIRECTION OF THE CITY ENGINEER, AT NO COST TO OWNER
STORM FLOW
STATUS C C C
0 FT 0 FT 0 FT 385 FT
7.00' T 7.00' B
77.6'
W
STORM FLOW
220.0' SOUTH OF THE SOUTH LINE OF PACIFIC AVENUEx7.35' (60' WIDE)
60
6.70' T 6.70' B
x8.27'
24.0' NEW CONCRETE APRON
STORM FLOW
40
7.55' T 7.05' B
R2.0'
W
20
ramp
NEW 5LF CURB IN PLANTER
( EXISTING PARKING TO REMAIN )
ZONING SCHEDULE (RSC DISTRICT)
0
EX. CONCRETE CURB TO BE REMOVED
PORTION OF EX. L/S PLANTER TO BE REMOVED & REPLACED W/ ASPHALT
10. MISCELLANEOUS: A) ANY DAMAGES DONE TO PUBLIC IMPROVEMENTS DURING CONSTRUCTION OF THE PROJECT ARE TO BE REPAIRED / REPLACED PER THE DIRECTION OF THE ATLANTIC CITY ENGINEER. B) A STREET OPENING PERMIT SHALL BE OBTAINED FROM THE OFFICE OF THE ATLANTIC CITY ENGINEER BEFORE COMMENCING WITH ANY WORK ON THE PROJECT. C) APPLICANT SHALL POST THE REQUIRED PERFORMANCE BOND WITH THE CITY OF ATLANTIC CITY COVERING ALL WORK PROPOSED WITHIN THE PUBLIC RIGHT-OF-WAY AREAS. BOND SHALL BE POSTED AND ACCEPTED PRIOR TO THE INITIATION OF ANY WORK ON THE PROJECT. D) ALL CONSTRUCTION ON THE PROJECT SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH THE MINIMUM STANDARD DETAILS ON FILE IN THE OFFICE OF THE ATLANTIC CITY ENGINEER.
NEW LIGHT L/S
ex. inlet
30" STORM
STALLS TO RECEIVE CONCRETE BUMPER STOPS, PINNED IN PLACE AS REQUIRED BY ENGINEER.
ramp
BLOCK 32 LOT 9
landing
BLOCK 32 LOT 10
PARALLEL WITH PACIFIC AVE.
x9.08'
8. LINE STRIPING:
20
(TRASH)
24.0' x9.04'
7. PLANTINGS: ALL LANDSCAPE IS EXISTING. NO NEW LANDSCAPE IS PROPOSED. EXISTING LANDSCAPE TO BE MODIFIED FOR PROPOSED ACCESS DRIVE AND NEW BUILDING.
PROPOSED 1.06 ACRES VARIES 168.75'
10'x40' DESIGNATED LOADING AREA
147.4'
INTERIOR LIN
10.0'
( EXISTING PARKING TO REMAIN )
REQUIRED N/A N/A N/A
1.3'
OCEAN
24.0'
AREA = 1.06 ACREA
5. PROPOSED SITE IMPROVEMENTS: NEW UTILITIES AS REQUIRED TO SERVICE THE PROJECT NEW CONCRETE CURBING AND CONCRETE SIDEWALKS OTHER MISCELLANEOUS IMPROVEMENTS AS REQUIRED
ITEM LOT AREA LOT DEPTH LOT WIDTH SETBACKS FRONT YARD SIDE YARD REAR YARD BLDG HEIGHT COVERAGE PRINCIPAL ACCESSORY AGGREGATE F.A.R. PARKING
NEW L/S
ATLANTIC
15
RIPARIAN COMMISSIONER'S EXTERIOR LINE 2000 FT SOUTH OF SOUTHERLY LINE OF PACIFIC AVE.
( EXISTING PARKING TO REMAIN )
STORM FLOW
6. DRIVEWAYS: ALL EXISTING DRIVEWAY OPENINGS (IF APPLICABLE) ALONG THE PERIMETER STREEETS TO BE CLOSED WITH GRANITE CURBING. PERIMETER SIDEWALK AREAS ARE TO BE DEVELOPED WITH NEW SURFACES PER THE PROJECT PLANS.
0.1'
STORM FLOW
BLOCK 32 LOT 8
4. PROPOSED SITE USE: APPLICANT PROPOSES TO UTILIZE A PORTION OF THE EXISTING PARKING FACILITY FOR A NEW RETAIL STRUCTURE.
8.0'
PUBLIC BATHING BEACH
x8.90'
NEW 24' WIDE 2-WAY DRIVE AISLE
30" STORM
x8.20'
NEW LIGHT L/S
NEW (2) 12' WIDE SWING GATES
STORM FLOW
L/S
PARK
BLOCK 32 LOT 7
3" PVC DRAIN LINE BENEATH 3FT BOARDWALK STRIP FRAME. DAYLIGHT PIPE INVERT BEYOND EXISTING SOIL SLOPE AT BOARDWALK EDGE
E OF PUBLIC
3. PROPERTY INFORMATION: 2701 BOARDWALK ATLANTIC CITY, NEW JERSEY 08401 BLOCK 32 LOT 8 TOTAL SITE AREA = 46,288 sf / 1.06 ACRES. ZONING = RS FLOOD ZONE = AE10 (NAVD88) EXISTING USE = PARKING FACILITY & ELEVATED ART EXHIBIT
BLOCK 32 LOT 6
EX. CONCRETE CURB TO BE REMOVED
166.6'
BLOCK 32 LOT 5
BUILDING OVERHANG (TYP.)
ACCESS DECK
2. PROJECT TEAM CIVIL ENGINEER: ARTHUR W. PONZIO CO. & ASSOC. INC ATTORNEY: JACK PLACKTER, ESQ. ARCHITECT: ALBERT TAUS & ASSOCIATES
PARALLEL WITH PACIFIC AVENUE
44
1. APPLICANT: CALIFORNIA AVENUE VENTURES, LLC 331 TILTON ROAD NORTHFIELD, NJ 08225
2.1'
down
x7.21'
x7.42'
91.6'
NOTES: 1. NO EXTERIOR TRASH STORAGE IS PROPOSED. 2. NO FREE STANDING SIGNS ARE PROPOSED. 3. ESTIMATED EMPLOYEE COUNT AT 3/STORE.
16 STORY RESIDENTIAL STRUCTURE "THE RITZ" BLOCK 31 LOT 2
ELEVATION LEGEND X.XX' = EXISTING SPOT ELEVATION NGVD 1929 DATUM X.XX' B = EXISTING BOTTOM OF CURB ELEVATION X.XX' T = EXISTING TOP OF CURB ELEVATION
1
6/23/14 NZ
CRDA REVIEW COMMENTS
SITE DEVELOPMENT PLAN (SETBACK)
SURVEYORS, PLANNERS, ENGINEERS 400 NORTH DOVER AVENUE, ATLANTIC CITY, N. J. 08401 PHONE: 609-344-8194 FAX: 609-344-1594 NEW JERSEY STATE AUTH. NO.: 24GA28001300
ARTHUR W. PONZIO, JR. NO. DATE
BY
DESCRIPTION
NO. DATE REVISIONS
BY
DESCRIPTION
DATE
PROFESSIONAL PLANNER N.J. NO. 2676 PROFESSIONAL LAND SURVEYOR N.J. NO. GS28314
JON J. BARNHART PROFESSIONAL PLANNER N.J. NO. PROFESSIONAL ENGINEER N.J. NO.
DATE
GE43483
BLOCK 32 LOT 8 CITY OF ATLANTIC CITY, ATLANTIC COUNTY, NEW JERSEY SCALE: 1" = 20' DATE: 1/29/14
BY: N. ZURINSKAS PROJ. NO.: 25641
C-3
MISCELLANEOUS: 1. A REPORT OF COMPLIANCE MUST BE OBTAINED FROM THE DISTRICT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY FROM THE MUNICIPALITY. A REQUEST FOR A DISTRICT INSPECTION FOR THE RELEASE OF A REPORT OF COMPLIANCE MUST BE MADE 5 WORKING DAYS IN ADVANCE. THIS APPLIES TO BOTH COMPLETE (FINAL) AND CONDITIONAL (TEMPORARY) CERTIFICATES.
D
SOIL EROSION AND SEDIMENT CONTROL NARRATIVE
EE
D
N
STRUCTURAL MEASURES
O R
3. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORWATER OUTFALLS OR OFFSITE AS A RESULT OF CONSTRUCTION OF THE PROJECT.
TH
1. STABLIZED CONSTRUCTION ENTRANCE: The Contractor shall construct a temporary stone apron at the designated entranceways to the site to limit mud tracking onto area
ONE STORY RETAIL STRUCTURE BLOCK 35 LOT 3
BLOCK 35 LOT 2
30" STORM
2. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.
W
W
G
G
G
G
T
T
T
T
c. Lay out silt fence fabric along post line. d. Wrap fabric around the first post and tie securely with cord.
R2.0'
6.10' T 6.10' B
WEST LINE
3. SILT FENCE: A silt fence shall be constructed at locations shown on the Engineering Plan. Installation will be as follows:
U/P R2.0'
OVERHEAD ELECTRIC / PHONE WIRES
CRUSHED STONE
14" STORM
NEW CONCRETE APRON 24.0'
PORTION OF EX. L/S PLANTER TO BE REMOVED & REPLACED W/ ASPHALT NEW 5LF CURB IN PLANTER
EX. LANDSCAPE HEDGE TO REMAIN
EX. 5' HT. BLACK ALUMINUM FENCE TO REMAIN
CONCRETE CURB
ex. catch basin
W
f. Repeat above step until last post is reached, wrap fabric around the post and secure with the cord.
ex. inlet
6.05' T 6.05' B
h. Back fill trench. 4. LOW POINT INLET SEDIMENT FILTER: The Contractor shall construct low point inlet sediment filters at those locations on the Engineering Plan to prevent the transport of sediment into the stormwater management system and surface water bodies. The Inlet Sediment Filter shall consist of:
376.39' INLET GRATE
44
NEW 24' WIDE 2-WAY DRIVE AISLE
0.1'
1. PERMANENT VEGETATION: Immediately following the completion of construction activities at the site, the Contractor shall stabilize with permanent vegetative cover all exposed and disturbed soils. Permanent vegetative cover shall be accomplished as specified below:
3.6' 7.70' T 7.20' B
( EXISTING PARKING TO REMAIN )
15
PLAN VIEW
INLET FILTER DETAIL
a. Topsoiling-The Contractor shall prepare areas to be stabilized with permanent and loamy and of good quality. b. Seedbed Preparation-immediately following topsoiling the Contractor shall apply pulverized dolomitic limestone at the rate of 90 pounds per 1000 square feet and fertilizer (10-20-10) at the rate of 14 pounds per 1000 square feet. The lime and
24.0'
CONCRETE WALKWAY
BLOCK 32 LOT 8
CONCRETE VERTICAL CURB
AREA = 1.06 ACREA
1.3'
PARALLEL WITH BELMONT AVENUE
ASPHALT SURFACE PARKING AREA
(TRASH)
10'x40' DESIGNATED LOADING AREA
40.0'
( EXISTING PARKING TO REMAIN )
INTERIOR LIN
10.0'
147.4'
the inlet opening. b. Stone shall be piled against the wire so as to anchor it against the gutter and inlet cover and to cover the inlet opening completely. Two to three inches of course aggregate shall be used. c. If the stone filter becomes clogged with sediment so that it no longer adequately performs its function, the stone must be pulled away from the inlet, cleaned and replaced. NON-STRUCTURAL MEASURES
8.0'
harrow or other suitable equipment. c. Seeding-Seed shall consist of 31% perennial ryegrass, 23% chewings red fescue, 23% Kentucky bluegrass, applied at the rate of 3 pounds per 1000 square feet. d. Apply mulch uniformly by hand or mechanically. Mulch anchoring shall be accomplished immediately after placement through use of Peg and Twine method (or other approved method). e. Seeding Dates: 2/15-5/1 or 8/15-1015. If seed is not planted within these dates, the Contractor shall stabilize with mulch.
30" STORM
INLET GRATE
L/S
ARK
BLOCK 32 LOT 7
NEW (2) 12' WIDE SWING GATES
3" PVC DRAIN LINE BENEATH 3FT BOARDWALK STRIP FRAME. DAYLIGHT PIPE INVERT BEYOND EXISTING SOIL SLOPE AT BOARDWALK EDGE
E OF PUBLIC P
CONCRETE CURB
BLOCK 32 LOT 6
PARALLEL WITH PACIFIC AVENUE
BLOCK 32 LOT 5
BUILDING OVERHANG (TYP.)
EX. CONCRETE CURB TO BE REMOVED
SECTION CRUSHED STONES COVERING MARIFI FABRIC OR EQUAL
2.1'
7.17' T 6.67' B
( EXISTING PARKING TO REMAIN )
166.6'
MARIFI FABRIC OR EQUAL
91.6'
down
GRAVEL SUBGRADE
ACCESS DECK
GRAVEL SUBGRADE
2. HAY BALE DAM: The Contractor shall construct a Hay Bale Dam around all stockpile areas. The Hay Bale Dam shall be constructed with the following provisions: a. Bales shall be placed in a row with ends tightly abutting the adjacent bales. c. Bales shall be securely anchored in place by stakes, steel pickets, or rebars driven through the bales. The first stake in each bale shall be angled toward the previously laid bale. d. Inspection shall be frequent and repair or replacement shall be made promptly as needed. e. The sediment collected along the hay bales shall be periodically gathered and placed on the site. f. Bales shall be removed when they have served their usefulness so as not to block or impeded storm flow or drainage.
ex. inlet
W
long x 8" deep.
2. TEMPORARY VEGETATIVE COVER a. Prior to halting construction for periods longer than 60 days and during the offseason, the Contractor shall stabilize with temporary vegetative cover all exposed soils. b. Temporary stabilization shall be accomplished by the following methods and materials. Materials Type Rate lime pulverized dolomitic 90 lbs./1000sf fertilizer 10-20-10 14 lbs./1000sf seed annual ryegrass 3 lbs./1000sf
24.0'
Materials
30'
8" MIN. ROUGH GRADED SUB-SOIL
BLOCK 32 LOT 9
A.S.T.M.-33 WASHED STONE
ramp
TOP OF STONE @ ROUGH FINISH ELEVATION
CONSTRUCTION ENTRANCE
PARKING TO BE RECONFIGURED TO ACCOMMODATE THE PROPOSED DEVELOPMENT. EXISTING SURFACE PARKING AREA TO REMAIN AS PAY PUBLIC PARKING, NOT PART OF THIS APPLICATION
NEW (2) 12' WIDE SWING GATES
EX. LANDSCAPE HEDGE TO REMAIN
5. DUST CONTROL: To control dust generation on-site, the Contractor shall wet constructions traffic routes and staging areas. 6. MAINTENANCE a. Maintenance shall occur on a regular basis consistent with favorable plant growth, soils and climatic conditions. b. When it becomes necessary, the Owner will inform the Contractor of unsatisfactory conditions of erosion and sediment devices, at such time the Contractor shall improve the conditions of said devices to meet with the approval of the Owner. c. Should unforeseen erosive conditions develop during construction, the Contractor shall take steps to remedy such conditions and to prevent damage to adjacent properties as a result of increased runoff and/or sediment displacement. d. Seeded areas that have been washed away shall be filled and graded as necessary and then reseeded. This procedure shall be repeated after each storm or until no more signs of erosion are evident. e. The sediment collected along the temporary diversions shall be periodically gathered and placed back on the site. f. Control measures shall apply to subsequent owners if title is conveyed. g. Control measures shall apply to dwelling construction on individual lots. (g. shall apply only to projects where dwellings are being constructed)
0.0'
SECTION
after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a criss-cross and a square pattern. Secure twine around each peg with two or more turns. ramp
NEW 5LF CURB IN PLANTER
( EXISTING PARKING TO REMAIN )
3. STABILIZATION WITH MULCH ONLY: Apply unrotted straw or salt hay at the rate of 70lbs./1000 sf. It shall be anchored immediately through the use of Peg and Twine Method.
EX. CONCRETE CURB TO BE REMOVED
PORTION OF EX. L/S PLANTER TO BE REMOVED & REPLACED W/ ASPHALT
PLAN VIEW
harrow, or other suitable equipment. (2) Apply seed at the given rate and firm with a roller or light drag. (3) Apply mulch uniformity by hand or mechanically. Mulch anchoring shall be accomplished immediately after placement through use of Peg and Twine Method ( or other approved method). (4) Seed dates: 2/15-5/1 or 8/15-10/15. (May be planted throughout summer of soil moisture is adequate or can be irrigated). If seed is not planted within these dates, the Contractor shall stabilize with mulch.
landing
50'
PARALLEL WITH PACIFIC AVE.
8.12' T 7.62' B
77.6'
FILTER FABRIC
SECTION A
FLOW
SUPPORT FENCE
FILTER FABRIC
POST
BEG. PT.
W
W
W
PROPOSED DRAWSTRING
SECTION A
7.00' T 7.00' B
R2.0'
ex. inlet
SS
SS
W
WV
W
220.0' SOUTH OF THE SOUTH LINE OF PACIFIC AVENUE (60' WIDE)
COUPLER
BACKFILL
6.70' T 6.70' B
24.0' NEW CONCRETE APRON
POSTS
NATIVE SOIL
7.55' T 7.05' B
R2.0'
TOP VIEW
BACKFILL
EX. CONCRETE CURB TO BE REMOVED
EX. 5' HT. BLACK ALUMINUM FENCE TO REMAIN
SECTION B
SUPPORT FENCE POST
EAST LINE
SS W
W
SILT FENCE
12" STORM
ex. catch basin
ANY DAMAGE TO PUBLIC BOARDWALK WHICH OCCURS DURING CONSTRUCTION SHALL BE REPAIRED / REPLACED AT THE DIRECTION OF THE CITY ENGINEER, AT NO COST TO OWNER
ex. inlet
SECTION B
7. GENERAL a. Existing vegetative cover beyond the limits of construction shall be retained until final stabilization is complete. b. The Contractor shall schedule and conduct his operations to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems and impoundments (lakes, reservoirs, etc.). Construction of drainage facilities and performance of their contract work which will contribute to the control of erosion and sedimentation shall be carried out in conjunction with earthwork operations or as soon thereafter as practicable. c. When borrow material is obtained from other than commercially operated sources, erosion of the borrow site shall be so controlled both during and after completion of the work that erosion will be minimized and sediment will not enter streams or other bodies of water. Waste or disposal areas and construction roads shall be located and constructed in a manner that will keep sediment from entering streams. d. When work areas are located in or adjacent to live streams, such areas shall be separated from the main stream by a dike or other barrier to keep sediment from entering a flowing stream. e. Water from aggregate washing or other operation containing sediment shall be treated by filtration, a settling basin or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged. f. Pollutants such as fuels, lubricants, bitumens, raw sewerage and other harmful materials shall not be discharged into or near rivers, streams and impoundments or into natural or manmade channels leading thereto. Wash water or waste from concrete mixing operations shall not be allowed to enter live streams.
30" STORM
STABILIZED CONSTRUCTION ENTRANCE DETAIL
NATIVE SOIL
JOINING SECTIONS
TOE IN METHODS
16 STORY RESIDENTIAL STRUCTURE "THE RITZ" BLOCK 31 LOT 2
ENVIROFENCE DETAIL
ELEVATION LEGEND X.XX' = EXISTING SPOT ELEVATION NGVD 1929 DATUM X.XX' B = EXISTING BOTTOM OF CURB ELEVATION X.XX' T = EXISTING TOP OF CURB ELEVATION
20
0
20
40
CONSTRUCTION SCHEDULE 1. Construct temporary soil erosion and sediment control measures. 2. Clearing and grubbing. 3. Install underground utilities and recharge basin. Establish permanent cover 4. Rough grade. 5. Construction of building. 6. Final grading. 7. Construct parking area and roadway. 8. Collect silt and sediment and place back on site. 9. Landscape treatment.
60
GRAPHIC SCALE IN FEET OR USE OF THIS DOCUMENT OR ANY PORTION THEREOF IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE PREPARER. THIS DOCUMENT IS THE SOLE PROPERTY OF ARTHUR W. PONZIO COMPANY & ASSOCIATES, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER (CLIENT) OF THIS PROJECT AT THIS SITE. IT SHOULD NOT BE USED BY ANY OTHER PERSON OR ENTITY AND MAY NOT BE COPIED IN ANY WAY FOR ANY OTHER PURPOSE AT ANY TIME. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND SAFETY REQUIREMENTS AND SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE HIGH VOLTAGE PROXIMITY ACT, STATE OF NEW JERSEY, ADOPTED 7/21/48 AS P.L. 1948, c 249, THE NEW JERSEY UNIFORM CONSTRUCTION CODE, BOCA, ASTM SPECIFICATIONS, ALL LOCAL ORDINANCES AND PERMIT CONDITIONS. A.W. PONZIO CO & ASSOCIATES, INC. RESPONSIBILITIES DO NOT INCLUDE ANY FIELD INSPECTION, CONSTRUCTION MANAGEMENT, CONSTRUCTION OR CONTRACTOR'S COMPLIANCE WITH CONSTRUCTION DOCUMENTS.
1
6/23/14 NZ
CRDA REVIEW COMMENTS
SOIL EROSION & SED. CONTROL PLAN (SETBACK)
SURVEYORS, PLANNERS, ENGINEERS 400 NORTH DOVER AVENUE, ATLANTIC CITY, N. J. 08401 PHONE: 609-344-8194 FAX: 609-344-1594 NEW JERSEY STATE AUTH. NO.: 24GA28001300
ARTHUR W. PONZIO, JR. NO. DATE
BY
DESCRIPTION
NO. DATE REVISIONS
BY
DESCRIPTION
DATE
PROFESSIONAL PLANNER N.J. NO. 2676 PROFESSIONAL LAND SURVEYOR N.J. NO. GS28314
JON J. BARNHART PROFESSIONAL PLANNER N.J. NO. PROFESSIONAL ENGINEER N.J. NO.
DATE
GE43483
BLOCK 32 LOT 8 CITY OF ATLANTIC CITY, ATLANTIC COUNTY, NEW JERSEY SCALE: 1" = 20' DATE: 1/29/14
BY: N. ZURINSKAS PROJ. NO.: 25641
C-4
6" 5" R=1/2"
5"
1'-5"
R=1-1/2"
6"
NOTE: CROSS-SLOPE OF LANDING AREA DOES NOT EXCEED 2% IN ANY DIRECTION
FINE CUT
7"
ASPHALT
6"
3"
3.5"
1'-5"
PAVEMENT SURFACE
1 1/2"
X
1'-6"
6"
5"
CURB FACE
CLASS B CONCRETE
1'-6"
1'-8"
NOTE: IF "X" IS LESS THAN 48" THEN THE SLOPE OF THE FANNED OR FLARED SIDE MAY NOT EXCEED 1:12 (8.33%)
6"
PORTION TO BE JOINTED
36" MIN.
1'-5" 1
PLAN VIEW
SECTION
END
8"
(ATLANTIC CITY SPECIFICATIONS)
1
GRANITE CURBING
4
(PUBLIC AREAS)
CURB CUT HANDICAPPED RAMP DETAIL
7
CONCRETE CURB DETAIL
(IF REQUIRED)
(IF REQUIRED) RADIAL JOINT FRONT FACE OF CURB
RADIAL JOINT
SLOPE PER CODE
10' RADIUS
4" CLASS C CONCRETE 10'
COMPACTED SUBGRADE
2'
2' RADIUS
2
SIDEWALK DETAIL CURVED GRANITE CURBING
5
(IF REQUIRED)
WIDTH VARIES
6" CLASS "C" REINFORCED 6X6 6/6 WWM CONCRETE APRON / SIDEWALK
SLOPE PER PLAN 2" FABC-1
2" I-5 SURFACE PAVING
SLOPE 1/4" PER FOOT
MIN. 6" COMPACTED BASE COURSE PREPARED SUB-BASE 8" X 30" CLASS "B" CONCRETE GUTTER
(MATERIAL TO BE SPECIFIED BY ENGINEER)
PREPARED SUB-BASE CONCRETE BASE CLASS "C"
PREPARED SUBGRADE
3
SECTION THROUGH ROADWAY (INCLUDING CONCRETE GUTTER) (IF REQUIRED)
ASPHALT PAVING DETAIL
6
(IF REQUIRED)
LIGHTING DETAIL
8
WWM REINFORCEMENT (6X6 - 6/6) FENCE TO BE WHITE VINYL
MIN. 6" 3500 PSI CONCRETE PAVEMENT
PREPARED SUBGRADE
10
OR USE OF THIS DOCUMENT OR ANY PORTION THEREOF IS STRICTLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE PREPARER. THIS DOCUMENT IS THE SOLE PROPERTY OF ARTHUR W. PONZIO COMPANY & ASSOCIATES, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER (CLIENT) OF THIS PROJECT AT THIS SITE. IT SHOULD NOT BE USED BY ANY OTHER PERSON OR ENTITY AND MAY NOT BE COPIED IN ANY WAY FOR ANY OTHER PURPOSE AT ANY TIME. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND SAFETY REQUIREMENTS AND SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), THE HIGH VOLTAGE PROXIMITY ACT, STATE OF NEW JERSEY, ADOPTED 7/21/48 AS P.L. 1948, c 249, THE NEW JERSEY UNIFORM CONSTRUCTION CODE, BOCA, ASTM SPECIFICATIONS, ALL LOCAL ORDINANCES AND PERMIT CONDITIONS. A.W. PONZIO CO & ASSOCIATES, INC. RESPONSIBILITIES DO NOT INCLUDE ANY FIELD INSPECTION, CONSTRUCTION MANAGEMENT, CONSTRUCTION OR CONTRACTOR'S COMPLIANCE WITH CONSTRUCTION DOCUMENTS.
VINYL FENCE DETAIL
11
1
6/23/14 NZ
REINFORCED CONCRETE PAVING DETAIL
CRDA REVIEW COMMENTS
SITE DETAILS (SETBACK)
SURVEYORS, PLANNERS, ENGINEERS 400 NORTH DOVER AVENUE, ATLANTIC CITY, N. J. 08401 PHONE: 609-344-8194 FAX: 609-344-1594 NEW JERSEY STATE AUTH. NO.: 24GA28001300
ARTHUR W. PONZIO, JR. NO. DATE
BY
DESCRIPTION
NO. DATE REVISIONS
BY
DESCRIPTION
DATE
PROFESSIONAL PLANNER N.J. NO. 2676 PROFESSIONAL LAND SURVEYOR N.J. NO. GS28314
JON J. BARNHART PROFESSIONAL PLANNER N.J. NO. PROFESSIONAL ENGINEER N.J. NO.
DATE
GE43483
BLOCK 32 LOT 8 CITY OF ATLANTIC CITY, ATLANTIC COUNTY, NEW JERSEY SCALE: NTS DATE: 1/29/14
BY: N. ZURINSKAS PROJ. NO.: 25641
C-5
