Attachment 1D AJJY 25-1074M Repair Saipan Dorm B25007 35 pct Dwgs.pdf
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- AJJY 25-1074M Repair Saipan Dorm B25007
- Solicitation number
- FA524025R0004
About this file
This file is a civil engineering design document for a repair project at Andersen Air Force Base in Saipan, specifically focusing on Dorm B25007. The 35% concept design plan includes comprehensive renovation details for site and utility infrastructure, featuring a new 6" PVC fire water line connection, post indicator valve installation, and sidewalk restoration. The design by Pond & Company covers civil engineering aspects, with detailed technical specifications for water supply, drainage, and site grading.
The accompanying federal contract opportunity confirms this is a Design-Build construction project valued between $25-100 million, set aside exclusively for HUBZone Small Businesses. The project scope involves complete renovation of Dorm B25007, including interior and exterior repairs, full HVAC and plumbing system replacements, electrical distribution updates, fire protection improvements, and site drainage corrections. The contract is firm fixed-price with a 865-calendar day performance period, and proposals are due electronically through the Procurement Integrated Enterprise Environment (PIEE). A mandatory site visit is scheduled for 24 July 2025, and requests for information are due by 7 August 2025.
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Text version
PROJECT CONTACTS
CIVIL ENGINEER:
POND & COMPANY
3500 PARKWAY LANE, SUITE 500
PEACHTREE CORNERS, GA 30092
TEL: 678-336-7740
CONTACT: JAMIE KIM, PE
JAMIE.KIM@PONDCO.COM
OWNER/DEVELOPER:
ANDERSEN AIR FORCE BASE
SURVEYOR:
TBD
24-HOUR PROJECT:
CONTACT: TBD (PRIMARY)
E-MAIL: TBD
TEL: TBD
CONTACT: TBD (ALTERNATE)
E-MAIL: TBD
TEL: TBD
SHEET NAMING CONVENTION
C-001
2 DIGIT SEQUENTIAL # (01-99)
(FIRST DIGIT INDICATES PLAN
TYPE. SECOND DIGIT INDICATES
FLOOR)
1 DIGIT SHEET TYPE DESIGNATOR
0 - GENERAL
2 - PROFILES
3 - SECTIONS
4 - ENLARGED PLANS
6 - SCHEDULES AND DIAGRAMS
9 - 3D VIEWS (ISO, PERSPECTIVES,
PHOTOS)
2 DIGIT DESCIPLINE
DESIGNATOR
(IF ONLY ONE LETTER IS
USED, THE SECOND
LETTER IS REPLACED
WITH A DASH "-" AS A
PLACEHOLDER)**
1 - PLANS
5 - DETAILS
7 - USER DEFINED
8 - USER DEFINED
NOTE:
1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS
PROJECT.
CIVIL ABBREVIATIONS
@ AT
& AND
Ø DIAMETER
APPR APPROVED
APPROX APPROXIMATELY
ARV AIR RELEASE VALVE
BLDG BUILDING
BM BENCHMARK
BOT BOTTOM
CENTERLINE
CO CONTRACTING OFFICER
CF CUBIC FEET
CONC CONCRETE
COR CONTRACTING OFFICER'S
REPRESENTATIVE
DO DATE OF AWARD
DI DROP INLET
DIA DIAMETER
DB DUCTBANK
DIP DUCTILE IRON PIPE
DS DOWNSPOUT
E EASTING
EG EXISTING GRADE
ELEV ELEVATION
EP EDGE OF PAVEMENT
ESMT EASEMENT
EX EXISTING
FDOT FLORIDA DEPARTMENT OF
TRANSPORTATION
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FT FEET
GAB GRADED AGGREGATE BASE
GIS GEOGRAPHIC INFORMATION SYSTEM
HDPE HIGH DENSITY POLYETHYLENE PIPE
HORZ HORIZONTAL
HT HEIGHT
HW HEADWALL
IBW INSIDE BOTTOM OF WALL
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCH
INC INCORPORATED
INV INVERT
IPF IRON PIN FOUND
IPS IRON PIN SET
JB JUNCTION BOX
LF LINEAR FEET
LOD LIMITS OF DISTURBANCE
LP LIGHT POLE
MAX MAXIMUM
M.E. MATCH ELEVATION
MECH MECHANICAL
MES MITERED END SECTION
MIN MINIMUM
MON MONUMENT
N NORTHING
N/F NOW OR FORMERLY
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OWS OIL/WATER SEPARATOR
PIV POST INDICTOR VALVE
POL PETROLEUMS, OILS, AND LUBRICANTS
PROP PROPOSED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
QC QUALITY CONTROL
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SD STORM DRAIN
SF SQUARE FEET
SPEC SPECIFICATIONS
SQ SQUARE
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
STD STANDARD
TBM TEMPORARY BENCHMARK
TLP TRAFFIC LIGHT POLE
TYP TYPICAL
UP UTILITY POLE
VERT VERTICAL
WM WATER METER
WV WATER VALVE
WWF WELDED WIRE FABRIC
W/ WITH
W/C WATER TO CEMENT
YR YEAR
CIVIL LEGEND
DESCRIPTION EXISTING PROPOSED
CL
WATER LINE
N/A
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Wx
UPUNDERGROUND
POWER LINE
LIMITS OF DISTURBANCE N/A LOD LOD
POST INDICATOR VALVE
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SCALE: 1" = 30' 0 15' 30' 60' 90'
SITE AND UTILITY PLAN - SAIPAN
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SHEET KEYNOTES
1. APPROXIMATE POINT OF FIRE LINE CONNECTION. CONNECT
6" PVC FIRE WATER LINE TO THE EXISTING WATER LINE WITH
TAPPING SLEEVE AND VALVE.
2. 6" PVC FIRE WATER LINE.
3. REFER TO FIRE PROTECTION SHEETS FOR CONTINUATION
OF THE WATER LINE INSIDE THE BUILDING.
4. POST INDICATOR VALVE (DETAIL D1/C-501).
5. RESTORE CONCRETE SIDEWALK (DETAIL D4/C-501).
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL NOTES, LEGEND AND
ABBREVIATIONS.
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
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A M
B25007 (SAIPAN)
HANSELL AVENUE
NEW YORK AVENUE
SHEET ID
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NO SCALE
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2' -8
POURED CONCRETE 1'-4" SQUARE
X 6" THICK. (POUR AGAINST
UNDISTURBED SOIL)
FIRE WATER SUPPLY TO INTERIOR
WET PIPE SPRINKLER SYSTEM
GATE VALVE
VALVE BOX WITH
EXTENSION
POST
INDICATOR
LOCK
6'-0" FROM EDGE
OF PAVEMENT (MIN.)
STANDARD SIDEWALK DETAIL
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