MILITARY MUSEUM EXPANSION DRAWINGS (1).pdf
PDF 43 MB Posted
- Attached to
- Military Museum Expansion Project
- Solicitation number
- 75-2025-14200
- Issued by
- Madison County, Alabama
About this file
The document is a comprehensive set of architectural and engineering drawings for the Military Museum Expansion Project for the City of Huntsville, Alabama. The project involves constructing a new pre-engineered metal building at John Hunt Park, located at 2065 Steve Hettinger Drive SW in Huntsville, with a project number 2024-001. The expansion will include a museum display area, administrative spaces, restrooms, and supporting facilities, spanning approximately 36,200 square feet. The project is competitively bid with a construction timeline of 420 days, and bidders are required to provide unit pricing, handle potential site conditions, and comply with local building codes and specifications.
The project is funded by the City of Huntsville and includes multiple construction components with specific allowances and contingencies. Key financial aspects include several unit price categories for potential additional work, such as roof deck replacement, unsuitable soil removal, and landscape topsoil procurement, totaling up to $753,000 in potential additional work. The project requires detailed documentation, including shop drawings, submissions of material specifications, and compliance with local building and safety regulations. Contractors must provide performance and payment bonds, obtain necessary permits, and coordinate with multiple city departments and utility providers throughout the construction process.
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2024-001
FOR BID
PROJECT NUMBER
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ABALA
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IST E R E
Jeffrey S. Alpha
REGISTRATION
NUMBER
05-29-2025
SEAL
05.29.2025
C
PHONE: (256) 427-5280
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
GENERAL SERVICES
CITY OF HUNTSVILLE
G000
COVER SHEET
MILITARY MUSEUM EXPANSION
JOHN HUNT PARK
CITY OF HUNTSVILLE
2065 STEVE HETTINGER DRIVE
HUNTSVILLE, ALABAMA 35801
JEFFREY S. ALPHA ARCHITECT A.I.A.
CITY OF HUNTSVILLE
GENERAL SERVICES
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
(256) 427-5531
JEFFREY.ALPHA@HUNTSVILLEAL.GOV
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2024-001
FOR BID
PROJECT NUMBER
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ABALA
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Jeffrey S. Alpha
REGISTRATION
NUMBER
05-29-2025
SEAL
05.29.2025
C
PHONE: (256) 427-5280
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
GENERAL SERVICES
CITY OF HUNTSVILLE
G001
GENERAL NOTES AND
DRAWING INDEX
ALLOWANCES
UNIT PRICES
ARCHITECTURAL
STRUCTURAL
CIVIL
LANDSCAPE AND IRRIGATION
PLUMBING
MECHANICAL
ELECTRICAL
S001 GENERAL NOTES
S002 GENERAL NOTES
S003 TYPICAL DETAILS
S101 FOUNDATION & FLOOR PLAN
S102 ROOF FRAMING PLAN
S301 SECTIONS
S311 SECTIONS
S312 SECTIONS
S313 SECTIONS
S511 HELICOPTER SUPPORT DETAILS
C1.0 SITE DEMOLITION PLAN
C2.0 SITE DEVELOPMENT PLAN
C3.0 SITE LAYOUT PLAN
C4.0 SITE GRADING PLAN
C5.0 SITE DRAINAGE PLAN
C5.1 STORM PROFILES
C5.2 STORM & SANITARY PROFILES
C6.0 SITE UTILITY PLAN
C7.0 EPSC INITIAL
C7.1 EPSC INTERMEDIATE
C7.2 EPSC FINAL
C8.0 CONSTRUCTION DETAILS
C8.1 CONSTRUCTION DETAILS
C8.2 CONSTRUCTION DETAILS
C8.3 SANITARY SEWER DETAILS
C8.4 EROSION CONTROL DETAILS
L100 OVERALL HARDSCAPE PLAN
L101 NORTH HARDSCAPE PLAN AND
DETAILS
L102 NORTH LAYOUT PLAN AND DETAILS
L103 CENTRAL HARDSCAPE PLAN AND
DETAILS
L104 CENTARL LAYOUT PLAN AND
DETAILS
L105 DETAILS
L200 IRRIGATION PLAN "A"
L201 IRRIGATION PLAN "B"
L202 IRRIGATION DETAILS
L300 LANDSCAPE PLAN
L301 COURTYARD LANDSCAPE PLAN
L302 LANDSCAPE DETAILS
E001 LEGENDS AND NOTES
E002 RISER AND SCHEDULES
E003 EQUIPMENT SCHEDULE AND
PANEL SCHEDULES
E004 LIGHT FIXTURE SCHEDULE
AND DETAILS
E005 FIRE RISER DIAGRAM AND LOW
VOLTAGE DETAILS
E006 AUXILIARY
E100 SITE PLAN - ELECTRICAL
E101 SITE PLAN - DATA
E201 FLOOR PLAN LIGHTING - PART "A"
E202 FLOOR PLAN LIGHTING - PART "B"
E301 FLOOR PLAN POWER AND
AUXILIARY - PART "A"
E302 FLOOR PLAN POWER AND
AUXILIARY - PART "B"
E401 FLOOR PLAN - HVAC AND FIRE
ALARM - PART "A"
E402 FLOOR PLAN - HVAC AND FIRE
ALARM - PART "B"
M101 MECHANICAL FLOOR PLANS
M102 MECHANICAL FLOOR PLANS
M201 MECHANICAL DETAILS
M202 MECHANICAL DETAILS
M301 MECHANICAL SCHEDULES
M302 MECHANICAL SCHEDULES
P101 PLUMBING FLOOR PLANS
P102 ENLARGED PLUMBING FLOOR
PLAN
P103 ENLARGED PLUMBING FLOOR
PLAN
P201 PLUMBING DIAGRAMS
P301 PLUMBING DETAILS
P302 PLUMBING DETAILS
P401 PLUMBING SCHEDULES
A050 EXISTING SCOPE
A055 EXISTING SCOPE
A100 FLOOR PLAN
A105 ENLARGED PLAN "A"
A110 ENLARGED PLAN "B"
A200 EXTERIOR ELEVATIONS
A300 BUILDING SECTIONS
A301 WALL SECTIONS
A302 WALL SECTIONS
A303 WALL SECTIONS
A304 WALL SECTIONS
A305 DETAILS
A306 DETAILS
A307 DETAILS
A400 ROOF PLAN AND DETAILS
A500 RESTROOMS
A550 PARTITIONS
A560 STOREFRONT
A600 OPENINGS
A605 OPENINGS - DETAILS AND ELEVATIONS
A700 SIGNAGE
A800 FLOOR FINISHES
A810 REFLECTED CEILING PLAN
A900 CASEWORK
A910 BRONZE PLAQUES
DRAWING INDEX
VICINITY MAP
SEE SPECIFICATION SECTION 012200 FOR COMPLETE INFORMATION.
CERTAIN ASPECTS OF THE PROJECT WILL BE REQUIRED TO BE DETERMINED AFTER CONSTRUCTION
COMMENCEMENT. THE CONTRACTOR SHALL THE DETERMINE AND PROVIDE DOCUMENTATION OF
THE QUANTITY APPLICABLE TO EACH UNIT PRICE. THIS QUANTITY SHALL BE VERIFIED BY THE OWNER'S INDEPENDENT TESTING AGENCY. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING UNIT
PRICES IN THEIR BID:
SEE SPECIFICATION SECTION 012100 FOR COMPLETE INFORMATION.
1.CERTAIN ASPECTS OF THE PROJECT WILL BE REQUIRED TO BE DETERMINED AFTER
CONSTRUCTION COMMENCEMENT.
2.THE LUMP SUM AMOUNT OF THE ALLOWANCE SHALL BE INCLUDED IN THE CONTRACTOR'S BID.
UNUSED AMOUNT SHALL BE RETURNED TO THE OWNER THROUGH DEDUCTIVE CHANGE ORDER AT
THE COMPLETION OF THE PROJECT.
3. APPROVED QUANTITIES TO BE INSTALLED SHALL BE VERIFIED BY THE OWNER'S INDEPENDENT TESTING AGENCY. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ALLOWANCES IN THEIR BID:
1. DURING THE BID PHASE, THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT MANUAL AND DRAWINGS PRIOR TO SUBMITTING HIS BID. SHOULD A DISCREPANCY BE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY TO ISSUE A CLARIFICATION OR CORRECTION THROUGH AN ADDENDUM
TO BE INCORPORATED INTO THE CONSTRUCTION DOCUMENTS.
2. DURING THE BID PROCESS, SHOULD A DISCREPANCY BE DISCOVERED IN THE DRAWINGS AND SPECIFICATIONS THAT IS A DIFFERENCE IN PRICE, THE CONTRACTOR SHALL INCLUDE THE MORE COSTLY/EXPENSIVE MATERIAL AND LABOR IN HIS BID UNLESS CORRECTED BY ADDENDUM.
PROJECT GENERAL NOTES
BIDDING
1. ALL WORK PERFORMED BY THE CONTRACTOR OR HIS FORCES SHALL MEET ALL LOCAL, STATE AND FEDERAL BUILDING CODES.
2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS AS WELL AS PAY AND INCLUDE IN HIS BID ALL FEES REQUIRED BY ALL AUTHORITIES HAVING
JURISDICTION NECESSARY TO COMPLETE THE PROJECT.
3. NOTIFY OWNER 72 HOURS IN ADVANCE FOR ANY DISRUPTION IN UTILITIES OR USE OF FACILITY.
4. THE CONTRACTOR SHALL VERIFY THAT ALL SUBCONTRACTORS WHO SHALL PROVIDE MATERIAL AND/OR LABOR FOR THE PROJECT HAVE THOROUGHLY
REVIEWED THE DRAWINGS AND PROJECT MANUAL..
5. SHOULD THE CONTRACTOR AND/OR A SUBCONTRACTOR DEVIATE FROM THE DRAWINGS WITHOUT SPECIFIC WRITTEN AUTHORIZATION FROM THE ARCHITECT, HE PROCEEDS AT HIS OWN RISK. ALL LABOR AND MATERIAL ASSOCIATED WITH CORRECTING DEVIATIONS SHALL BE PAID BY THE CONTRACTOR.
6. SHOULD THE ARCHITECT, ENGINEER, PROJECT MANAGER, CITY REPRESENTATIVE OR ANY PARTY PROVIDE A VERBAL CLARIFICATION TO THE CONTRACTOR, THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK THAT WILL CHANGE THE PROJECT SUM OR TIME UNTIL HE IS AUTHORIZED TO PROCEED BY A SIGNED CHANGE
ORDER ACCEPTED BY THE CITY OF HUNTSVILLE.
7. DO NOT SCALE ANY DRAWING UNLESS SPECIFICALLY AUTHORIZED BY THE ARCHITECT. SCALED DRAWINGS ARE PROVIDED TO ILLUSTRATE INTENT. CONTRACTOR AND HIS FORCES SHALL USE DIMENSIONS ONLY. CONTACT ARCHITECT TO PROVIDE SPECIFIC DIMENSIONS NOT PROVIDED IN THE DRAWINGS.
CONSTRUCTION
1. THE CONTRACTOR SHALL INCLUDE IN HIS PRICE THE COORDINATION AND SCHEDULING OF ALL REQUIRED OWNER ENGAGED TESTING AND VERIFICATION OF
QUANTITIES.
CONSTRUCTION TESTING
BUILDING PERMIT AND TEMPORARY UTILITIES
1. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS AS WELL AS PAY AND INCLUDE IN THEIR BID ALL FEES REQUIRED BY ALL AUTHORITIES HAVING
JURISDICTION NECESSARY TO COMPLETE THE PROJECT.
2. THE CONTRACTOR MUST OBTAIN TEMPORARY UTILITIES AS REQUIRED TO PERFORM ALL WORK IN THE CONTRACT.
PREBID CONFERENCE
1. SCHEDULED PREBID MEETING IS SHOWN IN THE CONTRACT DOCUMENTS.
2. THE CONTRACTOR SHOULD BE PRESENT AT THE PRE BID CONFERENCE TO REVIEW THE SCOPE OF WORK AND CLARIFY ANY ISSUES.
3. THE CONTRACTOR SHALL SCHEDULE ALL SITE VISITS WITH THE PROJECT MANAGER ASSIGNED TO THIS SPECIFIC PROJECT (256)427-5281.
4. SPECIFIC MATERIALS ARE A BASIS OF DESIGN. MANUFACTURER MAY BE SUBMITTED TO THE ARCHITECT TO BE REVIEWED FOR COMPLIANCE FOR VERIFICATION OF BEING EQUAL TO THE BASIS OF DESIGN PRIOR TO THE AWARD OF THE BID. "OR EQUAL" OR ACCEPTANCE OF THE SUBSTITUTION SHALL BE AT THE SOLE DISCRETION OF THE ARCHITECT, THE SYSTEM WILL BE INCORPORATED INTO AN ADDENDUM PRIOR TO THE AWARD OF THE BID. ANY DEVIATION IN MANUFACTURER AFTER THE AWARD OF
BID WILL BE REJECTED.
WASTE DISPOSAL AND SITE CLEANLINESS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE CLEANLINESS AT ALL TIMES.
2. THE CONTRACTOR LEGALLY DISPOSE OF ALL WASTE DURING ALL PHASES OF CONSTRUCTION AS WELL AS AT THE COMPLETION OF THE CONTRACT TO PROVIDE A
COMPLETE AND FINISHED PROJECT MEETING THE INTENT OF THE DOCUMENTS.
3. THE CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY FENCE, LARGE GATES FOR VEHICLE ACCESS AS WELL AS PERSONNEL GATES TO PREVENT
UNAUTHORIZED ACCESS. THE FENCE SHALL ENCOMPASS THE ENTIRE SITE.
CONTRACTOR'S RESPONSIBILITY OF DOCUMENT DISTRIBUTION
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SUBCONTRACTORS HAVE ALL THE INFORMATION AND DOCUMENTS NECESSARY TO INCLUDE IN THEIR BID
PRICE AND PERFORM THE WORK.
2. SHOULD THE CONTRACTOR SELECTIVELY DISTRIBUTE DRAWINGS AND SPECIFICATION SECTIONS IN LIEU OF PROVIDING ALL THE INFORMATION TO
SUBCONTRACTORS AND MATERIAL SUPPLIERS, THEY DO SO AT THEIR OWN RISK.
3. ACCESS TO ALL DRAWINGS AND THE PROJECT MANUAL ARE ELECTRONICALLY AVAILABLE TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS ON
BIDNETDIRECT.
4. THE OWNER IS NOT RESPONSIBLE FOR MATERIAL OR WORK LEFT OUT OF THE BID DUE TO INCOMPLETE DISTRIBUTION OF THE CONSTRUCTION DOCUMENTS.
SUBCONTRACTOR'S RESPONSIBILITY OF DOCUMENT CONTENT
1. DURING THE BID PHASE, THE SUBCONTRACTOR SHALL DOWNLOAD ALL DOCUMENTS AND THOROUGHLY REVIEW THE PROJECT MANUAL AND DRAWINGS PRIOR TO
SUBMITTING THEIR BID.
2. SHOULD A DISCREPANCY BE DISCOVERED, THEY SHALL NOTIFY THE CONTRACTOR TO REQUEST THE ARCHITECT IMMEDIATELY TO ISSUE A CLARIFICATION OR CORRECTION THROUGH AN ADDENDUM TO BE INCORPORATED INTO THE CONSTRUCTION DOCUMENTS.
3. SHOULD A DISCREPANCY BE DISCOVERED IN THE DRAWINGS AND SPECIFICATIONS THAT IS A DIFFERENCE IN PRICE, THE CONTRACTOR SHALL INCLUDE THE MORE
COSTLY/EXPENSIVE MATERIAL AND LABOR IN HIS BID UNLESS CORRECTED BY ADDENDUM.
4. FAILURE TO INCLUDE OR DELIBERATELY OMITTING MATERIAL AND LABOR SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND NOT BE ACCEPTED
UNLESS ASSOCIATED WITH AN UNFORESEEN CONDITION.
G000 COVER SHEET
GENERAL
G001 PROJECT INFORMATION
G002 DRAWING CONVENTIONS
ALLOWANCE NO. 1
REMOVAL AND REPLACEMENT OF METAL ROOF DECK
AMOUNT: 3,000 SQFT
1. CONTRACTOR SHALL INCLUDE ALLOWANCE NO. 1 IN THEIR BASE BID PRICE.
2. REFER TO UNIT PRICE NO.1 FORE USE OF THIS ALLOWANCE.
3. USE OF ALLOWANCE NO. 1 SHALL BE AT THE SOLE DISCRETION OF THE OWNER.
4. CONTRACTOR SHALL PROVIDE ITEMIZED MATERIAL AND LABOR COSTS AND ADDITIONAL
DOCUMENTATION AS DIRECTED BY THE ARCHITECT FOR VALIDITY.
UNIT PRICE NO. 1
REMOVAL AND REPLACEMENT OF METAL ROOF/DECK
MEASUREMENT: SQFT
ALL MATERIAL AND LABOR TO REMOVE DAMAGED METAL ROOF AND INSTALL METAL ROOF
TO MATCH EXISTING PANEL PROFILE, GAUGE, FINISH AND ATTACHMENT TYING INTO EXISTING
METAL ROOF/DECK TO REMAIN TO BE USED AS THE SUBSTRATE FOR THE NEW TPO ROOF.
PROJECT LOCATION
NEW BUILDING AND SITE
MODIFICATIONS
LIMITED EXISTING BUILDING
REPAIRS
NEW PLAZA
UNIT PRICE NO. 2
UNSUITABLE SOILS REMOVAL AND REPLACEMENT WITH OFFSITE STRUCTURAL FILL
MEASUREMENT: CUBIC YARD (CY)
ALL MATERIAL AND LABOR TO REMOVE UNSUITABLE SOILS AS WELL AS PROVIDE AND INSTALL
ACCEPTABLE TO THE GEOTECHNICAL ENGINEER. INCLUDE REQUIRED COMPACTION OF
INSTALLED SOIL.
UNIT PRICE NO. 3
ALLOWANCE NO. 2
UNSUITABLE SOILS REMOVAL AND REPLACEMENT WITH OFFSITE STRUCTURAL FILL
AMOUNT: 500 CUBIC YARDS (CY)
1. CONTRACTOR SHALL INCLUDE ALLOWANCE NO. 2 IN THEIR BASE BID PRICE.
2. REFER TO UNIT PRICE NO.2 FORE USE OF THIS ALLOWANCE.
3. USE OF ALLOWANCE NO. 2 SHALL BE AT THE SOLE DISCRETION OF THE OWNER.
4. CONTRACTOR SHALL PROVIDE ITEMIZED MATERIAL AND LABOR COSTS AND ADDITIONAL
DOCUMENTATION AS DIRECTED BY THE ARCHITECT FOR VALIDITY.
ALLOWANCE NO. 3
ADDITIONAL LANDSCAPE TOPSOIL LOCATED OFFSITE
AMOUNT: 500 CUBIC YARDS (CY)
1. CONTRACTOR SHALL INCLUDE ALLOWANCE NO. 3 IN THEIR BASE BID PRICE.
2. REFER TO UNIT PRICE NO.3 FORE USE OF THIS ALLOWANCE.
3. USE OF ALLOWANCE NO. 3 SHALL BE AT THE SOLE DISCRETION OF THE OWNER.
4. CONTRACTOR SHALL PROVIDE ITEMIZED MATERIAL AND LABOR COSTS AND ADDITIONAL
DOCUMENTATION AS DIRECTED BY THE ARCHITECT FOR VALIDITY.
ALLOWANCE NO. 5
EMERGENCY RESPONDER RADIO COMMUNICATIONS ENHANCEMENT SYSTEM
AMOUNT: $50,000.00 (LUMP SUM)
1. CONTRACTOR SHALL INCLUDE ALLOWANCE NO. 5 IN THEIR BASE BID PRICE.
2. USE OF ALLOWANCE NO. 5 SHALL BE AT THE SOLE DISCRETION OF THE OWNER.
3. CONTRACTOR SHALL PROVIDE ITEMIZED MATERIAL AND LABOR COSTS AND ADDITIONAL
DOCUMENTATION AS DIRECTED BY THE ARCHITECT FOR VALIDITY.
UNSUITABLE SOILS REMOVAL AND REPLACEMENT WITH OFFSITE LANDSCAPE TOP SOIL
MEASUREMENT: CUBIC YARD (CY)
ALL MATERIAL AND LABOR TO REMOVE UNSUITABLE SOILS AS WELL AS PROVIDE AND INSTALL
TOP SOIL ACCEPTABLE TO THE LANDSCAPE ARCHITECT.
UNIT PRICE NO. 4
EXISTING CONCRETE FOUNDATION REMOVAL AND REPLACEMENT WITH OFFSITE STRUCTURAL FILL
MEASUREMENT: CUBIC YARD (CY)
ALL MATERIAL AND LABOR TO REMOVE EXISTING UNFORESEEN SUBSURFACE MATERIAL, BURIED
CONSTRUCTION OR EQUIPMENT. PROVIDE AND INSTALL STRUCTURAL FILL ACCEPTABLE TO THE
GEOTECHNICAL ENGINEER AND INCLUDE COMPACTION OF SOIL.
ALLOWANCE NO. 4
EXISTING CONCRETE FOUNDATION REMOVAL AND REPLACEMENT WITH STRUCTURAL FILL
AMOUNT: 1,000 CUBIC YARDS (CY)
1. CONTRACTOR SHALL INCLUDE ALLOWANCE NO. 4 IN THEIR BASE BID PRICE.
2. REFER TO UNIT PRICE NO.4 FORE USE OF THIS ALLOWANCE.
3. USE OF ALLOWANCE NO. 4 SHALL BE AT THE SOLE DISCRETION OF THE OWNER.
4. CONTRACTOR SHALL PROVIDE ITEMIZED MATERIAL AND LABOR COSTS AND
ADDITIONAL DOCUMENTATION AS DIRECTED BY THE ARCHITECT FOR VALIDITY.
L100 LIFE SAFETY
LIFE SAFETY
ALLOWANCE NO. 6
UNFORESEEN CONDITIONS
AMOUNT: $150,000.00 (LUMP SUM)
1. CONTRACTOR SHALL INCLUDE ALLOWANCE NO. 6 IN THEIR BASE BID PRICE.
2. USE OF ALLOWANCE NO. 6 SHALL BE AT THE SOLE DISCRETION OF THE OWNER.
3. CONTRACTOR SHALL PROVIDE ITEMIZED MATERIAL AND LABOR COSTS AND ADDITIONAL
DOCUMENTATION AS DIRECTED BY THE ARCHITECT FOR VALIDITY.
SOILS AND SITEWORK
1. UNDERCUTTING AND SITE WORK STATED IN THE GEOTECH REPORT FOR THE BUILDING PAD SHALL
BE INCLUDED IN THE CONTRACTOR'S PRICE.
2. SITE WORK INCLUDING UNDERCUTTING NECESSARY TO COMPLETE THE PLAZA BETWEEN
BUILDINGS, ALL PARKING AND DRIVE SURFACES ARE INCLUDED IN THE CONTRACTOR'S PRICE.
3. SITE WORK NECESSARY TO COMPLETE THE LANDSCAPING AND IRRIGATION SHALL BE INCLUDED
IN THE CONTRACTOR'S PRICE.
4. UNIT PRICES AND ALLOWANCES BELOW ARE FOR UNFORESEEN CONDITIONS.
FIRE PROTECTION
FP101 FIRE PROTECTION FLOOR PLAN
FP201 FIRE PROTECTION DETAILS
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2024-001
FOR BID
PROJECT NUMBER
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Jeffrey S. Alpha
REGISTRATION
NUMBER
05-29-2025
SEAL
05.29.2025
C
PHONE: (256) 427-5280
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
GENERAL SERVICES
CITY OF HUNTSVILLE
G002
DRAWING
CONVENTIONS
A
A/V AUDIO/VIDEO
AC ACRE
ACOUS ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
ALUM ALUMINUM
ANOD ANODIZED
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASB ASBESTOS
ASPH ASPHALT
ATTEN ATTENUATION
B
B & B BOARD & BATTEN
BC
BD
BACK OF CURB
BOARD
BITUM BITUMINOUS
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BLKT BLANKET
BM BEAM
BOT BOTTOM
BRG BEARING
BRK BRICK
BSMT BASEMENT
BUR BUILT UP ROOFING
BYND BEYOND
C
CAB CABINET
CB
D
DBL DOUBLE
DEPT DEPARTMENT
DESC DESCRIPTION
DET DETAIL
DF
DIA DIAMETER
DIM DIMENSION
DISP DISPENSER
DN
DR
DS
DOWN
DOOR
DOWNSPOUT
DSP DRY STANDPIPE
DWG DRAWING
DWR DRAWER
E E
EA
EJ
EL
EAST
EACH
EXPANSION JOINT
ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
EOS EDGE OF SLAB
EP
H
HB
HC
DRINKING FOUNTAIN
HOSE BIB
HOLLOW CORE
HDWD HARDWOOD
HDWR HARDWARE
HM HOLLOW METAL
HNDRL HANDRAIL
HORIZ HORIIZONTAL
HP HIGHPOINT
HPDL HIGH PRESSURE DECORATIVE
LAMINATE
HR
HT
HOUR
HEIGHT
HTR HEATER
HVAC HEATING, VENTILATION & AIR
CONDITIONING
HW HOT WATER
I
ID
IF
IN
INCL
INSIDE DIAMETER (DIM)
INSIDE FACE
INCH
INCLUDE
INSUL INSULATION
INT
IT
INTERIOR
INFORMATION & TECHNOLOGY
ELECTRICAL PANELBOARD
EQ EQUAL
EQPT EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP EXPANSION
EXPO EXPOSED
EXT EXTERIOR
CATCH BASIN
CCTV CLOSED-CIRCUIT TV
CEM CEMENT
CER CERAMIC
CFM CUBIC FEET PER MINUTE
CG CORNER GUARD
CH
CI
CEILING HEIGHT
CAST IRON
CIP CAST-IN-PLACE (CONCRETE)
CJ CONTROL JOINT
CLG CEILING
CLKG CAULKING
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CMW CASEWORK / MILLWORK
CNTR CENTER
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPET
CR CARD READER
CSMNT CASEMENT
CTSK COUNTERSUNK
CW CURTAINWALL
F
FA FIRE ALARM
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FFE FINISHED FLOOR ELEVATION
FHC FIRE HOSE CABINET
FIN FINISH
FL FLOOR
FLASH FLASHING
FLOUR FLOURESCENT
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FPRFG FIREPROOFING
FRMG FRAMING
FS
FT
FULL SIZE
FOOT OR FEET
FTG FOOTING
FURR FURRING
FUT FUTURE
G
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GFI GROUND FAULT INTERRUPTION
GL GLASS
GND GROUND
GR GRADE
GRTG GRATING
GWB GYPSUM WALL BOARD
GYP GYPSUM
J
JAN JANITOR
JST
JT
JOIST
JOINT
K
KIT KITCHEN
KO KNOCKOUT
L
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LG LONG
LH LEFT HAND
LKR LOCKER
LOC LOCATION
LP
LT
LTL
LVL
LOW POINT
LIGHT
LINTEL
LEVEL
M
MACH MACHINE
MAINT MAINTENANCE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEMB MEMBRANE
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
MUL MULLION
N N
NA
NORTH
NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O
OA OVERALL
OBS OBSCURE
OC ON CENTER
OD OUTSIDE DIAMETER (DIAM)
OD OVERFLOW DRAIN
OFCI OWNER FURNISHED CONTRACTOR
INSTALLED
OFF OFFICE
OPNG OPENING
OPP OPPOSITE
OZ OUNCE
P P
PA
PC
PAINT
PUBLIC ADDRESS
PRECAST
PCF POUNDS PER CUBIC FOOT
PERF PERFORATED
PL PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLMBG PLUMBING
PLYWD PLYWOOD
PNL PANEL
POL POLISHED
PR PAIR
PREFAB PREFABRICATED
PROP PROPERTY
PSF POUNDS PER SQUARE FOOT
PSI
PT
POUNDS PER SQUARE INCH
POINT
PTD PAINTED
PTN PARTITION
PVC POLYVINYL CHLORIDE
Q
QT QUARRY TILE
QTR QUARTER
R R
RB
RD
RADIUS
RUBBER BASE
ROOF DRAIN
REF REFERENCE
REFR REFRIGERATOR
REINF REINFORCED
REQD REQUIRED
RESIL RESILIENT
RGSTR REGISTER
RL RAIN LEADER
RLNG RAILING
RM ROOM
RND ROUND
RO ROUGH OPENING
S S
SC
SOUTH
SOLID CORE
SCHED SCHEDULE
SECT SECTION
SF
SHLF SHELF
SHT SHEET
SQUARE FOOT
W
W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WDW WINDOW
WP WATERPROOF
WR WATER RESISTANT
WSCT WAINSCOT
WT WEIGHT
SHWR SHOWER
SIM SIMILAR
SLC SEALED CONCRETE
SPEC SPECIFICATION
SQ SQUARE
SS SANITARY SEWER
SST STAINLESS STEEL
SSURF SOLID SURFACE
STA STATION
STC SOUND TRANSMISSION
COEFFICIENT
STD STANDARD
STL STEEL
STN STONE
STOR STORAGE
STR STAIR
STRUCT STRUCTURAL
SUSP SUSPENDED
SY SQUARE YARD
SYM SYMMETRICAL
T
T&G TONGUE AND GROOVE
TC
TEL
TOP OF CURB
TELEPHONE
TEMP TEMPORARY
TERR TERRAZZO
THK THICK
TME TO MATCH EXISTING
TOS TOP OF SLAB
TOW TOP OF WALL
TP TOP OF PAVEMENT
TRD TREAD
TSTAT THERMOSTAT
TV TELEVISION
TYP TYPICAL
U
UL UNDERWRITERS LABORATORIES
UNF UNFINISHED
UNO UNLESS NOTED OTHERWISE
V
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VTR VENT THRU ROOF
VWC VINYL WALL COVERING
ARCHITECTURAL ABBREVIATIONS
DETAIL
SECTION
CALLOUT
DETAIL /
ENLARGED
PLAN CALLOUT
DRAWING SHEET
DRAWING IDENTIFICATION
MATCHLINE
CENTERLINE
CL
FIRE EXTINGUISHER W/
BRACKET (WALL MOUNTED)
SHEET
REVISION NUMBER
FIRE EXTINGUISHER CABINET
FEC
FE
WALL
SECTION
BUILDING
SECTION
SECTION / DETAIL TYPES
ELEVATION
BUILDING
ELEVATION
DRAWING SHEET
INTERIOR
ELEVATION
VIEW
MISC SYMBOLS
10COLUMN LINE
TAG TYPES
ROOM NAME/NUMBER
DOOR NUMBER
WINDOW TYPE
STOREFRONT /
CURTAIN WALL
WALL TYPE TAG
CEILING TYPE
ROOM NAME
101A
P3
B6 A100
B6 A100
SECTION
DRAWING SHEET
B6 A100
SECTION
DRAWING SHEET
B6 A100
DETAIL
DRAWING SHEET
B6 A100
(+) 10'-0"
FLOOR
ABOVE FIRST
FLOOR
FIRST FLOOR (+) 0'-0" (632.00')
FIRST FLOORELEVATION
FIRST FLOOR
ELEVATION
ABOVE
A100
DRAWING CONVENTIONS
B4
B5
ELEVATION
DRAWING SHEET
DRAWING CONVENTION NOTES
ST-02
ROOM NAME
AC-1
ROOM NAME
ROOM NUMBER
FLOOR PLAN
SCALE 14" = 1'-0"
B3 A100
LIFE SAFETY
SCALE
DETAIL
FINISH FACE
FF21
8"
DIMENSIONING
(-) 10'-0"
FLOOR
BELOW FIRST
FLOOR
FIRST FLOOR
ELEVATION
BELOW
PER CIVIL
SIMPLIFIED
1. DIMENSIONS ARE PROVIDED TO DEMONSTRATE INTENT. FIELD VERIFY AND COORDINATE REQUIRED ROUGH OPENINGS AND CLEARANCES PRIOR TO PROCEEDING
WITH SUBMITTALS.
2. ALL FIELD VERIFY DIMENSIONS SHALL BE PROVIDED BY THE CONTRACTOR AND COORDINATED WITH DIMENSIONS SHOWN IN THE DRAWINGS.
3. DO NOT SCALE DRAWINGS. IF A DIMENSION IS NOT PROVIDED, CONTACT THE ARCHITECT FOR CLARIFICATION.
4. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISH FACE TO FINISH FACE.
5. "TYPICAL" (TYP.) SHALL MEAN IN ALL INSTANCES UNLESS NOTED OTHERWISE.
6. "SIMILAR" (SIM.) SHALL MEAN COMPARABLE CHARACTERISTICS WITH DEVIATIONS. VERIFY AND DIFFERENTIATE BETWEEN EACH CONDITION. NOTIFY ARCHITECT OF
ANY DISCREPANCIES.
7. "ALIGN" MEANS TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE.
SS
SS
SS
SS
SS
SS
SS
SS
DEMOLITION NOTES:
1. ALL MATERIALS BEING REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR.
2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. CARE SHALL BE TAKEN TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE CONTRACTOR'S EXPENSE.
COORDINATE ALL CONSTRUCTION WITH THE LOCAL UTILITY COMPANY.
3. THE CONTRACTOR SHALL VERIFY THE LIMITS OF DEMOLITION WITH OWNER PRIOR TO COMMENCEMENT OF WORK.
4. IN AREAS WHERE EXISTING PAVEMENT, WALKS, OR CURBS ARE TO BE REMOVED, SAW CUT TO PROVIDE A CLEAN EDGE.
COORDINATE EXTENT OF PAVEMENT DEMOLITION WITH THE LIMIT OF NEW IMPROVEMENTS ON THE LAYOUT PLAN &
UTILITY PLAN.
5. CONTRACTOR SHALL COORDINATE PHASING OF THE DEMOLITION WITH OWNER AND LOCAL GOVERNING AGENCY PRIOR TO BEGINNING WORK. DISRUPTION OF EXISTING UTILITY SERVICES AND TRAFFIC PATTERNS SHALL BE MINIMIZED TO THE EXTENT POSSIBLE AND INITIATED ONLY AFTER APPROVAL FROM THE LOCAL GOVERNING AGENCY
AND UTILITY COMPANIES.
6. CAVITIES LEFT BY STRUCTURE OR UTILITY REMOVAL SHALL BE SUITABLY BACKFILLED AND COMPACTED IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
7. THE CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY TO CONTROL DUST
AND DIRT CAUSED BY THE DEMOLITION.
8. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND REMOVAL NECESSARY TO ACCOMPLISH THE PROPOSED
IMPROVEMENTS SHOWN ON THESE PLANS.
9. THE CONTRACTOR SHALL PRESERVE AND PROTECT SURVEY CONTROL POINTS AND SHALL BE RESPONSIBLE FOR
REPLACEMENT OF ANY DISTURBED CONTROL POINTS.
10. THE CONTRACTOR SHALL INCLUDE IN HIS WORK ANY ISOLATION VALVES OR TEMPORARY PLUGS/CAPS REQUIRED TO
CONSTRUCT AND TEST NEW UTILITY LINES AND DEMOLISH EXISTING UTILITY LINES.
A
B
D
E
A
B
C
D
E
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2024-001
PROJECT NUMBER
SEAL
C
PHONE: (256) 427-5280
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
GENERAL SERVICES
CITY OF HUNTSVILLE
P.O. BOX 2612
HUNTSVILLE, AL 35804
(256) 429-9150 jmphillipseng@gmail.com
JMPE PROJECT NO. 24007
FOR BID 05.29.2025
N
SITE DEMOLITION
PLAN
C1.0
SCALE:
30 15 30 60
1" = 30'
DEMO SEWER MANHOLE
DEMO GRATE INLET
DEMO EXISTING ASPHALT
DEMO CONCRETE HEADWALL
DEMO STORM PIPE TO EXTENTS
SHOWN. ABANDON REMAINING
PIPE ACCORDING TO CITY OF
HUNTSVILLE STANDARDS
DEMO SANITARY SEWER PIPE
LIGHT POLES TO REMAIN
DEMO EXISTING
CONCRETE SIDEWALK
DEMO EXISTING
CONCRETE SIDEWALK
DEMO EXISTING ENTRANCE
CONCRETE AND ASPHALT
DEMO EXISTING ASPHALT
DEMO EXISTING FENCE
DEMO EXISTING
CONCRETE PAD
DEMO EXISTING ASPHALT
AS NECESSARY FOR STORM AND
SANITARY SEWER INSTALLATION
U&D BOUNDARY LINE
FENCE
WOOD PRIVACY FENCE
UTILITY POLE
UNDERGROUND COMMUNICATION LINE
UNDERGROUND POWER LINE
GAS LINE
WATER LINE
SANITARY SEWER
WATER METER
CONCRETE
ASPHALT
RIP RAP
TREE LINE
FIRE HYDRANT
PROPSED SPOT ELEVATION
LAYOUT POINT
LEGEND
XX
UGCUGC
UGPUGP
W
GAS GAS
W W
SS SS
BC BOTTOM OF CURB
BLDG. BUILDING
CMP CORRUGATE METAL PIPE
CONC. CONCRETE
ELEV. ELEVATION
EOP EDGE OF PAVEMENT
EX. EXISTING
F.F.E. FINISHED FLOOR ELEVATION
FG FINISHED GRADE
I.E. INVERT ELEVATION
INV. INVERT
L.F. LINEAR FEET
LOC. LOCATION
MAX. MAXIMUM
ABBREVIATIONS
M.B.L. MINIMUM BUILDING LINE
MH MANHOLE
MIN. MINIMUM
MON. MONUMENT
PVMT. PAVEMENT
RCP REINFORCED CONCRETE PIPE
REQ'D REQUIRED
R.S.B. REAR SET BACK
R.O.W RIGHT OF WAY
S.S. SANITARY SEWER
TEMP. TEMPORARY
TC TOP OF CURB
TYP. TYPICAL
U & D UTILITY & DRAINAGE
GENERAL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION AND PAYING FOR ALL NECESSARY PERMITS.
2. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS AND BENCHMARKS. IF DESTROYED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE AT THEIR EXPENSE.
3. BASE INFORMATION WAS PROVIDED BY CITY OF HUNTSVILLE.
4. THE CONTRACTOR SHALL CHECK ALL EXISTING CONDITIONS (i.e. INVERTS, UTILITY ROUTINGS, UTILITY CROSSINGS, AND DIMENSIONS) IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
5. THE EXISTING UTILITIES DEPICTED ARE BASED ON INFORMATION GATHERED FROM UTILITY MAPS AND ONSITE OBSERVATIONS. NO UTILITY STUDIES WERE CONDUCTED DURING THE PREPARATION OF THESE PLANS. ALL UTILITY
LOCATIONS DEPICTED SHOULD BE CONSIDERED APPROXIMATE.
6. THE EXACT LOCATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR. CARE SHALL BE TAKEN TO PROTECT UTILITIES THAT ARE TO REMAIN. ANY DAMAGE SHALL BE REPAIRED ACCORDING TO LOCAL STANDARDS AND AT THE CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.
THE CONTRACTOR SHALL CALL NATIONAL ONE CALL (811) 72 HOURS PRIOR TO ANY EXCAVATION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE UTILITIES DEPICTED ON THESE
DRAWINGS.
7. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND RECEIVE NECESSARY APPROVAL BEFORE
CONSTRUCTION.
8. A SMOOTH TRANSITION SHALL BE PROVIDED BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. SLIGHT FIELD
ADJUSTMENT OF FINAL GRADES MAY BE REQUIRED.
9. DIMENSIONS ARE TO EDGE OF PAVEMENT AND/OR EXTERIOR FACE OF BUILDING, UNLESS NOTED OTHERWISE
10. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY MEASURES FOR CONSTRUCTION WORK WITHIN PUBLIC RIGHT-OF-WAYS IN ACCORDANCE WITH THE U.S.
DEPARTMENT OF TRANSPORTATION FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE.
11. A GEOTECHNICAL ENGINEERING REPORT HAS BEING PREPARED FOR THE PROJECT BY AMIRI ENGINEERING CORPORATION. THE REPORT WAS NOT AVAILABLE FOR REVIEW DURING THE PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING THE SITE PREPARATION RECOMMENDATIONS SPECIFIED
WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE GIVEN ON THE PLANS.
12. SHOULD ADVERSE CONDITIONS BE FOUND IN THE FIELD, J.M. PHILLIPS ENGINEERING, LLC SHOULD BE NOTIFIED OF THE
PROBLEMS SO THAT WE MAY ADDRESS THEM.
13. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL SAFETY MEASURES REQUIRED FOR
COMPLIANCE WITH CURRENT OSHA STANDARDS.
DEMOLISH EXISTING STORM
BOX TOP
DEMOLISH EXISTING CONCRETE GUTTER
STEVE HETTINGER DRIVE SW
L
E X
M C
A L
L I
S T
E R
D R
I V
E S
W
X
X
X
X
XXXXXXXX
X
X
X
X
X X
X X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X
XXXXXXX
X X
X X
X X
X X
X X
X
V A
N
VANVAN
SS
SS
SS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLO
PLA
ST
DUCTIL
E IR
ON
DO NOT P
OLL
UTE
DRAINS TO
W
ATE
RWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XXXXXX
X
X X
X X
X X
X X
X X
X X
N
SITE LAYOUT LEGEND
A REQ'D NEW STD. DUTY ASPHALT PAVEMENT
B REQ'D NEW STD DUTY CONCRETE PAVEMENT
C REQ'D NEW 24" CURB AND GUTTER, TYP.
D REQ'D NEW 24" CONCRETE RIBBON CURB
E REQ'D NEW 4" THICK CONCRETE SIDEWALK
F REQ'D NEW ADA ACCESSIBLE CURB RAMP
G
REQ'D NEW ADA ACCESSIBLE PARKING STALL WITH SIGN,
SYMBOL, WHEELSTOP AND BLUE STRIPING
H REQ'D NEW HEAVY DUTY CONCRETE PAVEMENT
I REQ'D CONCRETE WHEELSTOP, TYP.
J REQ'D 2' WIDE CONCRETE GUTTER
K
REQ'D UNDER SIDEWALK CROSS DRAIN WITH DIAMOND PLATE
LID
A
SITE DEVELOPMENT
PLAN
C2.0
A
B
D
E
A
B
C
D
E
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2024-001
PROJECT NUMBER
SEAL
C
PHONE: (256) 427-5280
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
GENERAL SERVICES
CITY OF HUNTSVILLE
P.O. BOX 2612
HUNTSVILLE, AL 35804
(256) 429-9150 jmphillipseng@gmail.com
JMPE PROJECT NO. 24007
FOR BID 05.29.2025
SCALE:
20 10 20 40
1" = 20'
A
B
B
C
C
C
D
D
E
E
F
F
F
F
G G
H
H
E
E
E
I
I
D
D
D
E
E
E
LIMITS OF CONSTRUCTION -
WORK SHOWN SOUTH OF THIS LINE
IS FUTURE AND FOR REFERENCE ONLY
B
E
F SEE LANDSCAPE PLANS FOR
COURTYARD HARDSCAPE, FENCING,
CURBING AND WALL.
MATCHLINE
MATCHLINE
E
J
K
LIMITS OF CONSTRUCTION -
WORK SHOWN SOUTH OF THIS LINE
IS FUTURE AND FOR REFERENCE ONLY
INCLUDE REPAIR OF EXISTING
CONDITIONS REMOVED
FOR STORM INSTALLATION
http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com
X
X
XXXXXX
X
X
X X
X
X
X
X
X X
X X
X
X
XXXXX
X X
X X
X X
X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X
XXXX
X X
X X
X X
X X
X X
X
V A
N
R25'
R25'
R3'
R3' R3'
R3'
R3'
R3' R3'
R3'
R25.07'
10'
10'
TYP.
T Y
P.
VANVAN 11'10'
10'
5.
8'
8'
8'
8'
5.
8'
R 368'
R
7'
R
4'
R 287'
R
1.9
8'
R35.5'
R
40'
10'
TYP.
T Y
P.
16'
R58'
R58'
12'
12'
.7
8'
8' 10.13'
.5
8'
.7
5'
' 61
.9 1'
.2
6'
11.94'
16'
R51 .39
R51.39'
.3
7'
8.14'
32'
R
.3 9'
.5
5'
8'
10' 10'10'
5' 5'
8'
8'
2'
2'
R344.76'
R478.33'
SS
SS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLO
PLA
ST
DUCTIL
E I
RON
DO NOT P
OLLU
TE
DRAINS TO
WATE
RWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
A
B
D
E
A
B
C
D
E
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2024-001
PROJECT NUMBER
SEAL
C
PHONE: (256) 427-5280
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
GENERAL SERVICES
CITY OF HUNTSVILLE
P.O. BOX 2612
HUNTSVILLE, AL 35804
(256) 429-9150 jmphillipseng@gmail.com
JMPE PROJECT NO. 24007
FOR BID 05.29.2025
N
SITE LAYOUT PLAN
C3.0
SCALE:
20 10 20 40
1" = 20'
PAVEMENT CONSTRUCTION GENERAL NOTES:
1. CRUSHED AGGREGATE BASE COURSE PLANT MIXED SHALL BE PLACED IN
ACCORDANCE WITH SECTION 301, ALDOT., 2012. ALL MATERIALS SHALL BE IN
ACCORDANCE WITH SECTION 825, TYPE B, 100% COMPACTION.
2. PRIOR TO PLACING AND COMPACTING EMBANKMENTS, THE SITE SHALL BE CLEARED
AND ALL UNSUITABLE MATERIAL REMOVED.
3. PRIOR TO THE PLACEMENT OF FILL ALL SUBGRADES SHALL BE CLEARED AND
GRUBBED, SCARIFIED TO A DEPTH OF 6" AND COMPACTED TO 95% OF THE MAXIMUM
DRY DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE (ASTM D698).
4. DIRECTIONAL ARROWS AND PARKING SPACE STRIPING SHALL BE WHITE OR
YELLOW. HANDICAP PARKING STRIPING AND SYMBOL SHALL BE BLUE, UNLESS
OTHERWISE INDICATED IN LOCAL CODE.
5. TRAFFIC CONTROL DEVICES SHALL BE UTILIZED IN ACCORDANCE WITH THE
NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS.
REINFORCED CONCRETE NOTES:
1. ALL CONCRETE SHALL BE AIR ENTRAINED 4,000 PSI MINIMUM COMPRESSIVE
STRENGTH AS 28 DAYS, UNLESS NOTED OTHERWISE.
2. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS, AND SHALL
CONFORM TO ASTM A615, FOR BILLET STEEL.
3. ALL LAP SPLICES SHALL BE CLASS "B".
4. CONCRETE AIR ENTRAINMENT SHALL BE BETWEEN 3-6% BY VOLUME.
5. ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE
CONCRETE REINFORCING STEEL INSTITUTE CURRENT STANDARD. HEATING OF
REINFORCING BARS TO BEND OR STRAIGHTEN THEM WILL NOT BE ALLOWED.
6. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, SMOOTH FABRIC WITH
A YIELD STRENGTH OF 65,000 PSI.
LIMITS OF CONSTRUCTION WORK SHOWN
SOUTH AND WEST OF THIS LINE
IS FUTURE AND FOR REFERENCE ONLY
INCLUDE REPAIR OF EXISTING
CONDITIONS REMOVED FOR STORM
AND SANITARY SEWER INSTALLATION
http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com
V A
N
X
X
X
X
XXXXXXXX
X
X
X
X
X X
X X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X
XXXXXXX
X X
X X
X X
X X
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V A
N
VANVAN
.3
FFE ELEV.: 603.72
1.5
1.5
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLO
PLA
ST
DUCTIL
E IR
ON
DO NOT P
OLL
UTE
DRAINS TO
W
ATE
RWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
4.5%
2.2%
0.
7%
2.0%
603.70
603.34 603.24
603.24 603.34
603.96
605.17
605.05
603.40 603.80
TC:604.08
BC:603.58
603.70
603.70
603.70
HP: 603.11
HP: 602.95
HP: 603.10
602.83 603.01
602.91
603.09
603.51
603.40
602.98
602.88
603.14
HP: 603.09
603.24
602.53
TC:603.49
BC:603.16
TC:603.39
BC:603.06
HP: 603.12
603.68
603.37
603.50
603.55603.44
TC:604.12
BC:603.62
603.56
603.24
603.70
603.70
603.70 603.31
602.47
TC:602.68
BC:602.18
603.51
603.71
603.56
603.70
603.54
603.61
603.36
603.15
603.30 603.00
602.80
603.14
603.10
602.79
602.77
602.84
603.55 603.70
M.E.: 601.92
M .E.: 6
01.8
602.03
602.09
603.70
603.70 603.66
603.56
603.56
603.40 603.70
603.68
603.34
603.44
603.63
603.63
603.53603.63603.70
603.70
603.65 603.70
603.70
603.90 603.50
TC:603.90
BC:603.40
TC:604.50
BC:604.00
TC:603.11
BC:602.61
TC:603.61
BC:603.11
TC:603.96
BC:603.46
TC:603.88
BC:603.38
TC:603.58
BC:603.08 TC:603.73
BC:603.23
TC:603.82
BC:603.32
TC:603.67
BC:603.17
603.05
M.E.: 601.75
M.E.: 601.83
M.E.: 601.88
602.08
603.44
602.63
602.63 602.79
603.70
603.70
603.41 603.44
603.38
603.60
603.62 603.62
603.60
603.16
TC:603.16
BC:602.66 TC:604.29
BC:603.79
TC:604.43
BC:603.93
604.75
604.37
604.45
605.12
604.96 604.88
605.15
605.24
605.32 605.08
604.86
604.66
605.20
605.10
604.75
604.72
604.65
604.66
604.53
604.65
603.88
604.00
604.55
604.43
603.95 603.75
603.63 603.82
603.87603.64
602.33 602.68
603.18
603.06 602.68
602.51 602.33
603.57 603.57
603.24
TC:603.64
BC:603.14
TC:603.40
BC:602.90
TC:603.73
BC:603.23
TC:604.02
BC:603.52
TC:603.98
BC:603.48
HP: 603.31
603.60
603.70
603.61
603.52
603.38
603.54
603.65
603.39603.47603.53
603.39
603.53
603.54
603.70
1.6
1.0
1.4
2.2% 1.7%2.9%
2.9% 1.5%
1.2%
1.8%
4.8%
1.9%
1.1%
3.4%
2.
3%
1.5
2.
3%
1.4
2.
0%
603.07 603.07
603.12 603.32
0+
0+
0+
1+00
2+00 2+46
603.37
603.38
TC:602.81
BC:602.48
TC:603.33
BC:603.00
TC:604.51
BC:604.01
M.E.: 604.78
605.04
603.47
M.E.: 605.08 M.E.: ???
M.E.: 603.00 M.E.: 602.12
M.E.: 604.82
605.04
604.96 M.E.: 605.00
M.E.: 605.36
TC:604.25
BC:603.75
604.23
603.60
603.25
603.54
604.56
603.54
M .E.: 601.78
M .E.: 601.62
602.50
TC:603.00
BC:602.67
602.47
602.47
602.35
602.43
602.31
M .E.: 601.76
M .E.: 6
01.7
M.E.: 601.54
M.E.: 604.18
603.40
603.35603.32 603.14
603.46 603.46
603.38 603.38
603.28
603.61603.33
1.3
0.
6%
0.9%
0.8%
1.7
1.5
2.
1% 1.8
2.
0%
1.8
1.0%
1.6
5.
0%
0.
9%
TC:603.38
BC:603.05
TC:603.50
BC:603.17
TC:603.40
BC:603.07
TC:603.50
BC:603.17
TC:603.46
BC:603.13
TC:603.56
BC:603.23
TC:603.39
BC:603.06
TC:603.28
BC:602.95
TC:603.34
BC:603.01
TC:603.43
BC:603.10
TC:603.37
BC:603.04
TC:603.27
BC:602.94
TC:603.34
BC:603.01
TC:603.26
BC:602.93
TC:603.34
BC:603.01
TC:603.48
BC:603.15
TC:603.53
BC:603.20
TC:603.39
BC:603.06
TC:603.39
BC:603.06
TC:603.33
BC:603.00
603.38 603.38
603.61
1.8
602.75
601.79
601.94
602.95
602.95
1.5%
0.8%
1.4%
603.11
603.11 602.06
602.14
X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XXXXXX
X
X X
X X
X X
X X
X X
602.06
602.14
602.50
602.58
601.9
602.07
601.3
601.3
602.18
602.26
601.5
601.5
602.38
602.30
A
B
D
E
A
B
C
D
E
654321
7654321
DRAWING TITLE
DATES
SHEET
M
IL
IT
AR
Y M
U
SE
U M
E
XP
AN
SI
O N
JO
H
N H
U N
T
PA
R K
C
IT
Y O
F H
U N
TS
VI
LL
E
S
TE
VE
H
ET
TI
N G
ER
D
R
IV
E
SW
H U
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TS
VI
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E, A
LA
BA
M A
2024-001
PROJECT NUMBER
SEAL
C
PHONE: (256) 427-5280
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
GENERAL SERVICES
CITY OF HUNTSVILLE
P.O. BOX 2612
HUNTSVILLE, AL 35804
(256) 429-9150 jmphillipseng@gmail.com
JMPE PROJECT NO. 24007
FOR BID 05.29.2025
EARTHWORK GENERAL NOTES:
1. UNLESS NOTED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALL
PROPOSED SPOT ELEVATIONS SHOWN ARE FINISHED GRADE.
2. ALL EARTH FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY
PLUS OR MINUS 2% OF THE OPTIMUM MOISTURE (ASTM D698) BENEATH BUILDING,
SIDEWALKS, AND PAVEMENT AREAS.
3. ALL EARTH FILL PLACED IN GRASSED AND LANDSCAPED AREAS TO BE COMPACTED
TO 90% OF THE MAXIMUM DRY DENSITY PLUS OR MINUS 2% OF THE OPTIMUM
MOISTURE (ASTM D698).
4. EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS, NOT TO EXCEED 6"
COMPACTED THICKNESS.
5. ALL EARTH FILL UNDER BUILDINGS SHALL ALSO MEET THE REQUIREMENTS OF THE
ARCHITECT'S PLANS AND SPECIFICATIONS.
6. MAXIMUM SLOPES FOR THE PROJECT ARE 3:1, UNLESS NOTED OTHERWISE.
7. THE CONTRACTOR IS TO BE SOLELY RESPONSIBLE FOR THE PROTECTION OF WORK.
ALL NECESSARY GRADING AND DRAINAGE SHALL BE PERFORMED TO PREVENT
SURFACE RUN OFF FROM DAMAGING THE WORK.
8. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, HAY BALES, AND
OTHER EROSION AND SEDIMENT CONTROL DEVICES TO PREVENT LOOSE DIRT AND
SEDIMENT FROM WASHING INTO STREETS AND ONTO ADJACENT PROPERTY. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE EROSION
AND SEDIMENT CONTROL MEASURES UNTIL FINAL INSPECTION BY THE LOCAL
GOVERNING AGENCY.
9. IF A GEOTECHNICAL ENGINEERING REPORT HAS BEEN PREPARED FOR THE PROJECT,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING THE
RECOMMENDATIONS SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE
STRINGENT REQUIREMENTS ARE GIVEN ON THE PLANS OR WITHIN THE PROJECT
SPECIFICATIONS.
10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL SAFETY
MEASURES REQUIRED FOR COMPLIANCE WITH CURRENT OSHA STANDARDS.
N
SITE GRADING PLAN
C4.0
SCALE:
20 10 20 40
1" = 20'
MATCHLINE
MATCHLINE
http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com http://www.autodsys.com
SSSSSSSSSS
W W
E
LE
C T
R A
N S
G GAS GAS
SSMH - (1)
SANITARY SEWER MANHOLE
N:1526407.8755 E:429734.8587
RIM:602.84
INV IN (N):598.33 8" Ductile Iron INV OUT (S):598.23 8" Ductile Iron
SSMH - (3)
SANITARY SEWER MANHOLE
N:1526016.8142 E:429701.5587
RIM:602.66
INV IN (N):596.00 8" Ductile Iron INV OUT (S):595.90 8" Ductile Iron
SSMH - (2)
SANITARY SEWER MANHOLE
N:1526205.0534 E:429655.1724
RIM:602.41
INV IN (N):597.07 8" Ductile Iron INV OUT (S):596.97 8" Ductile Iron
SS
SS
SS
SS
SS
SS
SS
SS Pipe - (1) 218' of 8" Ductile Iron @ 0.53%
SS
SS
SS
SS
SS
SS
SS Pipe - (2) 194' of 8" Ductile Iron @ 0.50%
W
STRUCTURE - (18)
Concentric Structure 48 dia 18 frame 24 cone
RIM:0.00
INV OUT (W):597.56 8" PVC
STRUCTURE - (19)
Concentric Structure 48 dia 18 frame 24 cone
RIM:0.00
INV IN (E):595.21 8" PVC
Pipe - (10)
200' of 8" PVC @ 1.18%
0+
1+
2+
3+
4+
5+
5+
PI: 0+00.00
PI: 2+17.91
PI: 4+11.78
EP: 5+29.00
X
X
X
XXXXXX
X
X
X X
X
X
X
X
X X
X X
X
X
XXXXX
X X
X X
X X
X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X
XXXX
X X
X X
X X
X X
X X
X
V A
N
VANVAN
SS
SS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLO
PLA
ST
DUCTIL
E I
RON
DO NOT P
OLLU
TE
DRAINS TO
WATE
RWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
0+00
1+00
2+
3+
4+
5+
6+00
7+00
7+35
STRUCTURE - (2.5)
GRATE INLET
RIM:602.70
INV IN (N):599.40 18" HP STORM PP
INV OUT (S):599.32 18" HP STORM PP
STRUCTURE - (4.4)
STORM JUNCTION BOX
WITH SOLID LID
RIM:602.73
INV.: 598.96
INV IN (E):599.10 18" Reinforced Concrete Pipe
INV OUT (W):598.96 18" CMP
Pipe - (2.4) 45' of 18" HP STORM PP @ 0.40%
STRUCTURE - (2.4)
GRATE INLET
RIM:602.74
INV IN (E):599.63 18" HP STORM PP
INV OUT (S):599.58 18" HP STORM PP
STRUCTURE - (5.1)
GRATE INLET
RIM:602.98
INV OUT (SW):600.66 15" HP STORM PP
STRUCTURE - (4.1)
GRATE INLET
RIM:602.96
INV OUT (N):600.31 15" HP STORM PP
Pipe - (5.1) 44' of 15" HP STORM PP @ 0.50%
STRUCTURE - (2.3)
GRATE INLET
RIM:603.29
INV IN (S):600.10 15" HP STORM PP
INV OUT (W):599.99 18" HP STORM PP
Pipe - (2.3) 91' of 18" HP STORM PP @ 0.40%
STRUCTURE - (7.7)
24" NYLOPLAST BASIN WITH
PEDESTRIAN GRATE INLET
RIM:602.74
INV IN (E):598.57 18" HP STORM PP
INV OUT (W):598.47 18" HP STORM PP
STRUCTURE - (7.8)
24" NYLOPLAST BASIN WITH
PEDESTRIAN GRATE INLET
RIM:602.77
INV IN (E):598.11 18" HP STORM PP
INV OUT (W):598.01 24" HP STORM PP
Pipe - (7.7) 72' of 18" HP STORM PP @ 0.50%
STRUCTURE - (7.9)
24" NYLOPLAST BASIN WITH
PEDESTRIAN GRATE INLET
RIM:602.55
INV IN (E):597.51 24" HP STORM PP
INV OUT (W):597.41 24" HP STORM PP
Pipe - (7.8) 100' of 24" HP STORM PP @ 0.50%
STRUCTURE - (2.7)
PEDESTRIAN GRATE INLET
RIM:602.33
INV IN (E):597.00 24" HP STORM PP
INV IN (N):598.40 18" HP STORM PP
INV OUT (S):596.80 24" HP STORM PP
Pipe - (7.9) 82' of 24" HP STORM PP @ 0.50%
STRUCTURE - (2.6)
STORM JUNCTION BOX
RIM:602.89
INV IN (N):598.94 18" HP STORM PP
INV OUT (S):598.84 18" HP STORM PP
Pipe - (2.6) 89' of 18" HP STORM PP @ 0.50%
Pipe - (2.5) 96' of 18" HP STORM PP @ 0.40%
STRUCTURE - (7.3)
18" NYLOPLAST DRAIN BASIN WITH
DOMED GRATE
RIM:603.15
INV IN (NW):600.18 18" HP STORM PP
INV OUT (E):600.08 18" HP STORM PP
STRUCTURE - (7.2)
24" NYLOPLAST DRAIN BASIN WITH
SOLID LID
RIM:603.58
INV IN (W):600.44 15" HP STORM PP
INV IN (NE):600.44 15" HP STORM PP
INV OUT (SE):600.34 18" HP STORM PP
Pipe - (7.2) 32' of 18" HP STORM PP @ 0.50%
STRUCTURE - (7.1)
15" NYLOPLAST DRAIN BASIN WITH
DOMED GRATE
RIM:603.30
INV OUT (E):600.69 15" HP STORM PP
Pipe - (7.1) 50' of 15" HP STORM PP @ 0.50%
Pipe - (4.1) 56' of 15" HP STORM PP @ 0.45%
STRUCTURE - (6.1)
15" NYLOPLAST DRAIN BASIN WITH
DOMED GRATE
RIM:603.38
INV OUT (NE):600.77 15" HP STORM PP
STRUCTURE - (6.2)
15" NYLOPLAST DRAIN BASIN WITH
DOMED GRATE
RIM:603.46
INV IN (SW):600.60 15" HP STORM PP
INV OUT (E):600.52 15" HP STORM PP
Pipe - (6.1) 35' of 15" HP STORM PP @ 0.49%
STRUCTURE - (2.2)
15" NYLOPLAST DRAIN BASIN WITH
DOMED GRATE
RIM:603.46
INV IN (W):600.40 15" HP STORM PP
INV IN (E):600.40 15" HP STORM PP
INV OUT (N):600.30 15" HP STORM PP
Pipe - (6.2) 23' of 15" HP STORM PP @ 0.50%
Pipe - (2.2) 39' of 15" HP STORM PP @ 0.50%
STRUCTURE - (2.1)
15" NYLOPLAST DRAIN BASIN WITH
DOMED GRATE
RIM:603.47
INV OUT (W):600.53 15" HP STORM PP
Pipe - (2.1) 27' of 15" HP STORM PP @ 0.50%
STRUCTURE - (7.4)
18" NYLOPLAST DRAIN BASIN WITH
DOMED GRATE
RIM:603.10
INV IN (W):599.81 18" HP STORM PP
INV OUT (S):599.71 18" HP STORM PP
Pipe - (7.3) 54' of 18" HP STORM PP @ 0.50%
STRUCTURE - (4.3)
STORM JUNCTION BOX
WITH SOLID LID
RIM:603.75
INV IN (E):599.41 18" Reinforced Concrete Pipe INV IN (N):599.49 15" Reinforced Concrete Pipe INV OUT (W):599.36 18" Reinforced Concrete Pipe
Pipe - (4.3) 58' of 18" Reinforced Concrete Pipe @ 0.45%
STRUCTURE - (4.2)
STORM JUNCTION BOX
WITH SOLID LID
RIM:604.53
INV IN (NE):600.25 15" Reinforced Concrete Pipe
INV IN (S):600.06 15" HP STORM PP
INV OUT (W):600.01 18" Reinforced Concrete Pipe
Pipe - (4.2) 133' of 18" Reinforced Concrete Pipe @ 0.45%
Pipe - (1.1) 28' of 15" Reinforced Concrete Pipe @ 0.50%
STRUCTURE - (1.1)
GRATE INLET
RIM:603.68
INV OUT (SW):600.39 15" Reinforced Concrete Pipe
STRUCTURE - (3.1)
GRATE INLET
RIM:602.52
INV OUT (S):599.58 15" Reinforced Concrete Pipe
Pipe - (3.1) 18' of 15" Reinforced Concrete Pipe @ 0.50%
0+
0+
0+
1+00
2+00 2+46
EXISTING PIPE
96' of 18" CMP @ 1.70%
STRUCTURE - (2.8)
NYOPLAST STRUCTURE WITH
GRATE INLET TOP
RIM:602.75
INV IN (N):596.41 24" HP STORM PP
INV OUT (S):595.92 24" HP STORM PP
Pipe - (2.7) 77' of 24" HP STORM PP @ 0.50%
STRUCTURE - (2.9)
NYOPLAST STRUCTURE WITH
GRATE INLET TOP
RIM:602.58
INV IN (N):595.32 24" HP STORM PP
INV OUT (E):593.22 24" HP STORM PP
Pipe - (2.8) 118' of 24" HP STORM PP @ 0.50%
EXISTING BRICK JUNCTION BOX
RIM:601.37
INV IN (NW):590.72 24" HP STORM PP
INV IN (NE):586.26 96" Reinforced Concrete Pipe
INV IN (E):596.74 18" HP STORM PP
INV OUT (W):586.16 96" Reinforced Concrete Pipe
Pipe - (2.9) 110' of 24" HP STORM PP @ 0.99%
STRUCTURE - (2.10)
STORM JUNCTION BOX
RIM:602.27
INV IN (W):592.13 24" HP STORM PP
INV OUT (SE):591.13 24" HP STORM PP
0+00
0+58
STRUCTURE - (7.6)
GRATE INLET
RIM:602.70
INV IN (N):598.93 18" HP STORM PP
INV OUT (W):598.83 18" HP STORM PP
Pipe - (7.4) 59' of 18" HP STORM PP @ 0.50%
Pipe - (7.6) 52' of 18" HP STORM PP @ 0.50%
0+00
1+00
2+
3+00 4+005+005+77
0+
0+
0+
0+
6" N12 HDPE ROOF LEADER @ 1% MIN. SLOPE, TYP.
CONNECT TO STORM PIPE WITH INSERTA-TEE
FITTING
COORDINATE FINAL DOWNSPOUT LOCATIONS WITH
ARCHITECTURAL PLANS
Pipe - (2.10) 41' of 24" HP STORM PP @ 1.00%
8" N12 HDPE STORM PIPE @ 1% MIN. SLOPE FROM 12"
NYLOPLAST BASIN.
CONNECT TO STORM PIPE WITH INSERTA-TEE FITTING
10" EZ FLOW FRENCH DRAIN @ 1% MIN.
SLOPE AND 6" MIN. COVER, TYP.
CONNECT TO 12" NYLOPLAST BASIN.
12" NYLOPLAST BASIN WITH DOMED GRATE, TYP.
10" EZ FLOW FRENCH DRAIN @ 1%
MIN. SLOPE AND 6" MIN. COVER, TYP.
CONNECT TO 12" NYLOPLAST BASIN.
8" N12 HDPE STORM PIPE @ 1% MIN. SLOPE FROM 12"
NYLOPLAST BASIN.
CONNECT TO STORM PIPE WITH INSERTA-TEE FITTING
8" N12 HDPE STORM PIPE @ 1% MIN. SLOPE FROM 12"
NYLOPLAST BASIN.
CONNECT TO STORM PIPE WITH INSERTA-TEE FITTING
STRUCTURE - (7.5)
GRATE INLET
RIM:603.17
INV IN (N):599.42 18" HP STORM PP
INV OUT (S):599.32 18" HP STORM PP
Pipe - (7.5) 77' of 18" HP STORM PP @ 0.50%
STRUCTURE - (61)
OPEN THROAT YARD INLET
RIM:602.76
OTI INV: 601.43
INV OUT (W):598.51 18" HP STORM PP
STRUCTURE - (62)
OPEN THROAT YARD INLET
RIM:602.54
OTI INV: 601.21
INV IN (E):597.67 18" HP STORM PP
INV OUT (W):597.57 18" HP STORM PP
Pipe - (42) 84' of 18" HP STORM PP @ 1.00%
Pipe - (43) 83' of 18" HP STORM PP @ 1.00%
A
B
D
E
A
B
C
D
E
654321
7654321
DRAWING TITLE
DATES
SHEET
M
IL
IT
AR
Y M
U
SE
U M
E
XP
AN
SI
O N
JO
H
N H
U N
T
PA
R K
C
IT
Y O
F H
U N
TS
VI
LL
E
S
TE
VE
H
ET
TI
N G
ER
D
R
IV
E
SW
H U
N
TS
VI
LL
E, A
LA
BA
M A
2024-001
PROJECT NUMBER
SEAL
C
PHONE: (256) 427-5280
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
GENERAL SERVICES
CITY OF HUNTSVILLE
P.O. BOX 2612
HUNTSVILLE, AL 35804
(256) 429-9150 jmphillipseng@gmail.com
JMPE PROJECT NO. 24007
FOR BID 05.29.2025
N
SITE DRAINAGE PLAN
C5.0
SCALE:
30 15 30 60
1" = 30'
INCLUDE REPAIR OF EXISTING
CONDITIONS REMOVED FOR STORM AND
SANITARY SEWER INSTALLATION NEW OTI TOP ON EXISTING
STORM JUNCTION BOX
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E le va ti on
E levation
Station
(STORM) - (4) PROFILE
-0+50 0+00 1+00 2+00 3+003+00
E le va ti on
E levation
Station
(STORM) - (2) PROFILE
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+008+00
E le va ti on
E levation
Station
(STORM) - (3) PROFILE
-0+50 0+00 1+001+00
E le va ti on
E levation
Station
(STORM) - (1) PROFILE
-0+50 0+00 1+001+00
St ru ct ur e
4.
3)
ST
O
R M
JU
N
C T
IO
N
B O
X W
IT
H
S O
LI
D
L
ID
ST
A
:1+
.4
R
IM
:6
.7
IN
V
IN
E
9.
" 1 in ch
C on cr et e Pi pe
IN
V
IN
N
9.
" 1 in ch C on cr et e
Pi pe
IN
V
O U
T
W
9.
" 1 in ch
C on cr et e Pi pe
St ru ct ur e
4.
2)
ST
O
R M
JU
N
C T
IO
N
B O
X W
IT
H
S O
LI
D
L
ID
ST
A
:0 +5
5.
R
IM
:6
.5
IN
V
IN
N E
0.
" 1 in ch C on cr et e
Pi pe
IN
V
IN
S) :6
.0
" 1 in ch
H P
ST
O
R M
P P
IN
V
O U
T
W
0.
" 1 in ch
C on cr et e Pi pe
Pipe - (4.2) 133' of 18" Reinforced Concrete Pipe @ 0.45%
Pipe - (4.3) 58' of 18" Reinforced Concrete Pipe @ 0.45%
St ru ct ur e
3.
1)
G R
A T
E
IN
LE
T
ST
A
:0 +0
0.
R
IM
:6
.5
IN
V
O U
T
S) :5
.5
" 1 in ch
C on cr et e Pi pe
Pipe - (3.1) 18' of 15" Reinforced Concrete Pipe @ 0.50%
St ru ct ur e
4.
3)
ST
O
R M
JU
N
C T
IO
N
B O
X W
IT
H
S O
LI
D
L
ID
ST
A
:1+
.4
R
IM
:6
.7
IN
V
IN
E
9.
" 1 in ch
C on cr et e Pi pe
IN
V
IN
N
9.
" 1 in ch C on cr et e
Pi pe
IN
V
O U
T
W
9.
" 1 in ch
C on cr et e Pi pe
E le va ti on
E levation
Station
(STORM) - (5) PROFILE
-0+50 0+00 1+001+00
EXISTING GRADE
PROPOSED GRADE
SCALE: 1" = 50' HORIZONTAL
1" = 5' VERTICAL
LEGEND
St ru ct ur e
5.
1)
G R
A T
E
IN
LE
T
ST
A
:0 +0
0.
R
IM
:6
.9
IN
V
O U
T
SW
0.
" 1 in ch
H P
ST
O
R M
P P
St ru ct ur e
7.
2)
" N
Y
LO
PL
A
ST
D
R A
IN
B
A
SI
N W
IT
H
SO
LI
D L
ID
ST
A :0
+4 9.
R
IM
:6
.5
IN
V
IN
W
0.
" 1 in ch H
P
ST
O R
M P
P
IN
V
IN
N
E
0.
" 1 in ch
H P
ST
O
R M
P P
IN
V
O U
T
SE
0.
" 1 in ch
H P
ST
O
R M
P P
St ru ct ur e
1.1
G R
A T
E
IN
LE
T
ST
A
:0 +0
0.
R
IM
:6
.6
IN
V
O U
T
SW
0.
" 1 in ch
C on cr et e Pi pe
Pipe - (1.1) 28' of 15" Reinforced Concrete Pipe @ 0.50%
St ru ct ur e
4.
2)
ST
O
R M
JU
N
C T
IO
N
B O
X W
IT
H
S O
LI
D
L
ID
ST
A
:0 +5
5.
R
IM
:6
.5
IN
V
IN
N E
0.
" 1 in ch C on cr et e
Pi pe
IN
V
IN
S) :6
.0
" 1 in ch
H P
ST
O
R M
P P
IN
V
O U
T
W
0.
" 1 in ch
C on cr et e Pi pe
Pipe - (2.1) 27' of 15" HP STORM PP @ 0.50%
St ru ct ur e
2.
2)
" N
Y
LO
PL
A
ST
D
R A
IN
B
A
SI
N W
IT
H
D O
M E
D G
R A
T E
ST
A
:0 +2
6.
R
IM
:6
.4
IN
V
IN
W
0.
" 1 in ch
H P
ST
O
R M
P P
IN
V
IN
E
0.
" 1 in ch
H P
ST
O
R M
P P
IN
V
O U
T
N
0.
" 1 in ch
H P
ST
O
R M
P P
St ru ct ur e
2.
1)
" N
Y
LO
PL
A
ST
D
R A
IN
B
A
SI
N W
IT
H
D O
M E
D G
R A
T E
ST
A
:0 +0
0.
R
IM
:6
.4
IN
V
O U
T
W
0.
" 1 in ch
H P
ST
O
R M
P P
Pipe - (2.2) 39' of 15" HP STORM PP @ 0.50%
E X
. B R
IC
K
JU
N
C T
IO
N
B O
X E
X
IS
T
IN
G B
R
IC
K
JU
N C
T
IO
N B
O X
ST
A
R
IM
:6
.3
IN
V
IN
N W
0.
4" in ch
H P
ST
O
R M
P P
IN
V
IN
N E
6.
6" in ch
C on cr et e Pi pe
IN
V
IN
E
6.
" 1 in ch H
P
ST
O R
M P
P
IN
V
O U
T
W
6.
6" in ch C on cr et e
Pi pe
Pipe - (2.10) 41' of 24" HP STORM PP @ 1.00%
St ru ct ur e
2.
ST
O R
M
JU
N C
T
IO
N B
O X
ST
A
:6 +9
0.
R
IM
:6
.2
IN
V
IN
W
2.
4" in ch H
P
ST
O R
M P
P
IN
V
O U
T
SE
1.1
" 2 in ch
H P
ST
O
R M
P P
Pipe - (2.9) 110' of 24" HP STORM PP @ 0.99%
St ru ct ur e
2.
9)
N Y
O
PL
A
ST
S T
R U
C T
U R
E W
IT
H
G R
A T
E
IN
LE
T
T O
P
ST
A :5
+8 1.2
R
IM
:6
.5
IN
V
IN
N
5.
4" in ch
H P
ST
O
R M
P P
IN
V
O U
T
E
3.
4" in ch H
P
ST
O R
M P
P
Pipe - (2.8) 118' of 24" HP STORM PP @ 0.50%
St ru ct ur e
2.
8)
N Y
O
PL
A
ST
S T
R U
C T
U R
E W
IT
H
G R
A T
E
IN
LE
T
T O
P
ST
A :4
+6 2.
R
IM
:6
.7
IN
V
IN
N
6.
4" in ch
H P
ST
O
R M
P P
IN
V
O U
T
S) :5
.9
" 2 in ch
H P
ST
O
R M
P P
Pipe - (2.7) 77' of 24" HP STORM PP @ 0.50%Pipe - (4.3)
58' of 18" Reinforced Concrete Pipe @ 0.45%
St ru ct ur e
2.
3)
G R
A T
E
IN
LE
T
ST
A
:0 +6
5.
R
IM
:6
.2
IN
V
IN
S) :6
.10
" 1 in ch H
P
ST
O R
M P
P
IN
V
O U
T
W
9.
" 1 in ch
H P
ST
O
R M
P P
St ru ct ur e
2.
4)
G R
A T
E
IN
LE
T
ST
A
:1+
.5
R
IM
:6
.7
IN
V
IN
E
9.
" 1 in ch
H P
ST
O
R M
P P
IN
V
O U
T
S) :5
.5
" 1 in ch
H P
ST
O
R M
P P
St ru ct ur e
2.
7)
PE
D
E
ST
R
IA
N G
R A
T E
IN
LE
T
ST
A :3
+8 6.
R
IM
:6
.3
IN
V
IN
E
7.
4" in ch
H P
ST
O
R M
P P
IN
V
IN
N
8.
" 1 in ch
H P
ST
O
R M
P P
IN
V
O U
T
S) :5
.8
" 2 in ch
H P
ST
O
R M
P P
Pipe - (2.6) 89' of 18" HP STORM PP @ 0.50%
St ru ct ur e
2.
6)
ST
O
R M
JU
N
C T
IO
N
B O
X
ST
A :2
+9 7.
R
IM
:6
.8
IN
V
IN
N
8.
" 1 in ch H
P
ST
O R
M P
P
IN
V
O U
T
S) :5
.8
" 1 in ch
H P
ST
O
R M
P P
Pipe - (2.5) 96' of 18" HP STORM PP @ 0.40%
St ru ct ur e
2.
5)
G R
A T
E
IN
LE
T
ST
A
:2 +0
1.3
R
IM
:6
.7
IN
V
IN
N
9.
" 1 in ch
H P
ST
O
R M
P P
IN
V
O U
T
S) :5
.3
" 1 in ch
H P
ST
O
R M
P P
Pipe - (2.4) 45' of 18" HP STORM PP @ 0.40%
Pipe - (10)
STA: 6+22.10
TOP EL: 596.97
BOTTOM EL: 596.25
SS Pipe - (1)
STA: 1+35.20
TOP EL: 598.54
BOTTOM EL: 597.78
SS Pipe - (1)
STA: 2+32.25
TOP EL: 598.11
BOTTOM EL: 597.35
Pipe - (5.1) 44' of 15" HP STORM PP @ 0.50%
Pipe - (4.1) 56' of 15" HP STORM PP @ 0.45%
St ru ct ur e
4.
1)
G R
A T
E
IN
LE
T
ST
A
:0 +0
0.
R
IM
:6
.9
IN
V
O U
T
N
0.
" 1 in ch
H P
ST
O
R M
P P
St ru ct ur e
4.
4)
ST
O
R M
JU
N
C T
IO
N
B O
X W
IT
H
S O
LI
D
L
ID
ST
A
:2 +4
6.
R
IM
:6
.7
IN
V
IN
E
9.
" 1 in ch
C on cr et e Pi pe
IN
V
O U
T
W
8.
" 1 in ch
C or ru ga te d
M et al P ip e
A
B
D
E
A
B
C
D
E
654321
7654321
DRAWING TITLE
DATES
SHEET
M
IL
IT
AR
Y M
U
SE
U M
E
XP
AN
SI
O N
JO
H
N H
U N
T
PA
R K
C
IT
Y O
F H
U N
TS
VI
LL
E
S
TE
VE
H
ET
TI
N G
ER
D
R
IV
E
SW
H U
N
TS
VI
LL
E, A
LA
BA
M A
2024-001
PROJECT NUMBER
SEAL
C
PHONE: (256) 427-5280
P.O. BOX 308
HUNTSVILLE, ALABAMA 35804-0308
GENERAL SERVICES
CITY OF HUNTSVILLE
P.O. BOX 2612
HUNTSVILLE, AL 35804
(256) 429-9150 jmphillipseng@gmail.com
JMPE PROJECT NO. 24007
FOR BID 05.29.2025
STORM PROFILES
C5.1
E le va ti on
E levation
Station
(STORM) - (7) PROFILE
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
E le va ti on
E levation
Station
(STORM) - (6) PROFILE
-0+50 0+00 1+001+00
EXISTING GRADE
PROPOSED GRADE
SCALE: 1" = 50' HORIZONTAL
1" = 5' VERTICAL
LEGEND
Pipe - (7.1) 50' of 15" HP STORM PP @ 0.50%
Pipe -…
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