20110070 Ver 1_Site Plan_20110125

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MC ER Y POINT
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EMO WHARF IF FUEL PIER,
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PROJECT LOCATION
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7TH AVE. PIPE )ELINE
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1.1 t . AN PIPELINE IE FROM TANK
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NRW
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CONSULTING STRUCTURAL ENGINEER
14E FARM F TO TAI J=.4 748 LORD DUNMORE DRIVE, SUITE 101 VIRGINIABEACH, VIRGINIA, 23464
PHONE'. (7" 4744612 LAX'. (7" 474 0919
4- 3 - PROJECT LOCATION MARINE CORPS AIR STATION
ON, + = i ION
r CHERRY POINT, NORTH CARC
ARO LI NA ;oFSS H4~9
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022830
M ROOMS~J
12-20-2010
'JID INDEX OF DRAWINI SEAL ¦ - I N G S APPROVED
t
ACTIVITY - SATISFACTORY TO
p NAVFAC SHEET TITLE DATE APPROVED
NO. NO.
1881 8 83 84 87 1 FOR EFD FOR COMMANDER NAVFAC
86
I A", 85 DATE
12562085 G-001 COVER SHEET .x. - - A/E EFD
12562086 G-002 GENERAL NOTES AND ABBREV - - - - - - - ABBREVIATIONS KMR DESIGN TTA DRAWN
12562087 B-001 SOIL BORING LOGS JBW REVIEW KMR ac
KMR CHIEF ARCH./ ENGR.
PROJECT MANAGER KMR
FIRE PROTECTION
LOCATION MAP N 12562088 B-002 SOIL BORING LOGS 12562089 C-001 EXISTING CONDITIONS BRANCH MANAGER
DESIGN DIRECTOR
12562090 C-002 DEMOLITION SITE PLAN
12562091 C-003 SITE, GRADING & EROSION C( SION CONTROL PLAN °
B ~ 12562092 C-004 GRADING & EROSION CONTR01 B '6N.ONTROL DETAILS ° z W
z
17 12562093 C-005 DETAILS
KINSTON 12562094 S-101 OVERALL SHEET PILE PLAN =z w
oz o PLAN
)N PLAN Lj u
70 12562095 S-102 STRUCTURAL DEMOLITION PLAI
12562096 S-103 STRUCTURAL CONSTRUCTION F CTION PLAN > w 'Q z
NEW BERN 12562097 S-301 EXISTING TYPICAL CROSS SEC
SS SECTION W r`zo w
12562098 S-302 SECTIONS J = W H V)
LLB - LL. G_
12562099 S-303 SECTIONS 0- Ed
12562100 S-501 EARTH ANCHOR TIEBACK DETA ;K DETAILS ° W
M
W Q LS Q W Y
HAVELOCK CHERRYPOINT 12562101 S-502 FENDER SYSTEM DETAILS
12562102 S-503 MISCELLANEOUS DETAILS LS o- of g af =o
58 17 58 70 12562103 S-701 PHOTOGRAPHS
JACKSONVILL 12562104 MD101 LEGEND, ABBREVIATIONS AND IS AND NOTES W o
oZ m
MOREIEAD_ BEAUFORT 12562105 MD102 DEMOLITION SITE PLAN z EE W
,CAMP CITY ~Q °
A LEJEUN ' ATLAN°° °°EqN 12562106 MD103 DEMOLITION SITE PLAN a~ A w
12562107 MD401 DEMOLITION PART PLANS NS CODE ID. NO. 80091 SIZE D
12562108 MD402 DEMOLITION PART PLANS N SCALE: NOTED FILE NO.
0 5 0 20 30 12562109 MD403 DEMOLITION PART PLANS q s T. PRJ. NO. 5226859
SPEC. NO.
Scale of Miles 12562110 MD901 DEMOLITION PHOTOGRAPHS P H S CONSTR. CONTR. NO.
IP H S NAVFAC DRAWING NO.
VICINITY MAP N 12562111 MD902 DEMOLITION PHOTOGRAPHS 12562085
N PLAN SHEET 1 OF 28
(;116; 12562112 E-001 ELECTRICAL DEMOLITION PLAN /1 r% r% A
u-UU I
ORAWFORM REVISION JULY ]003
Plat Scale:
1 2 3 1:1 (Paper Space) Drawing Filename:
10045_G001.dwg

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GENERAL NOTES: TIMBER NOTES:
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL AND ELECTRICAL 1. TIMBER PILES SHALL BE SOUTHERN YELLOW PINE OR DOUGLAS FIR CLEAN-PEELED PILES
DRAWINGS AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF CONFORMING TO ASTM D25. MINIMUM PILE CIRCUMFERENCES, PRESERVATIVE TREATMENT AND
OTHER DISCIPLINES TO ENSURE PROPER COORDINATION OF THE WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. LENGTHS OF FENDER PILES -S
SHALL BE 39 FEET EACH AND LENGTHS OF CLUSTER PILES AT OUTSIDE CORNERS SHALL BE 39 39 MINIMUM PROPERTIES:
2. BEFORE PROCEEDING WITH WORK THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING FEET EACH.
CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ERECTION OF ALL AREA = 7.11 IN-2/FT
SAFEGUARDS NECESSARY TO MAINTAIN ALL PARTS OF THE STRUCTURE IN A SAFE CONDITION AT 2. ALL LUMBER AND TIMBER FOR FENDER SYSTEM CONSTRUCTION (WALES, CHOCKS, AND BLOCKS) KS) SECTION MODULUS = 33.5 IN-3/FT
ALL TIMES DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM SHALL BE SOUTHERN PINE, NO. 1 DEFENSE GRADE. MINIMUM DESIGN VALUES SHALL BE AS
D DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO REMAIN. INDICATED IN "DESIGN VALUES FOR WOOD CONSTRUCTION", A SUPPLEMENT TO THE "NATIONAL MOMENT OF INERTIA = 250.4 IN-4/FT D
3. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT AND DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", 2005 EDITION, BY THE NATIONAL FOREST AZ-18 STEEL SHEET PILE
PRODUCTS ASSOCIATION, PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH THE HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT REPAIRS ARE IN PLACE. SPECIFICATIONS.
4. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, AND OTHER REQUIREMENTS 3. STORE LUMBER ON LEVEL RACKS AND KEEP FREE OF GROUND TO AVOID WARPING. STACK TO To
NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW WORK TO THE INSURE PROPER VENTILATION AND DRAINAGE.
EXISTING STRUCTURES TO REMAIN. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY
FOR FABRICATION AND ERECTION REPAIRS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION
OF THE CONTRACTING OFFICER.
MINIMUM PROPERTIES:
5. EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORDS AND FIELD SURVEY AND ARE
APPROXIMATE ONLY. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL HAVE THE EXISTING CONCRETE NOTES: AREA = 9.35 IN-2/FT NRW
UNDERGROUND LINES MARKED ON THE EXISTING GRADE IN THE AREAS OF CONSTRUCTION. THE V ~7 SECTION MODULUS = 48.4 IN-3/FT CONSULTING STRUCTURAL ENGINEER
CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES THAT CROSS THROUGH THE AREAS OF 748 LORD DUNMORE DRIVE, SUITE 101 MOMENT OF INERTIA = 406.5 IN-4/FT VIRGINIA REACH, VIRGINIA 23464
CONSTRUCTION. HAND EXCAVATE WITHIN 24" OF UTILITIES. 1. UNLESS OTHERWISE NOTED OR DETAILED ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH TH PHONE. (7" 4]40612 LAN (7" 474 0919
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-05) AND THE LATEST
AZ 26 STEEL SHEET PILE
6. THE CONTRACTOR SHALL REMOVE & DISPOSE OF OFF GOVERNMENT PROPERTY, ALL DEBRIS FROM AMENDMENTS.
DEMOLITION NOT USED FOR CONSTRUCTION PER CONTRACT PLANS & SPECIFICATIONS.
2. ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS (f'c) aYS (f'c) ABBREVIATIONS SYMBOLS LEGEND
7. WHERE EXISTING STRUCTURES, UTILITIES, ETC. TO REMAIN ARE DAMAGED DUE TO NEW OF 4,000 PSI AND SHALL BE AIR-ENTRAINED. 0%0 l
CONSTRUCTION OR DEMOLITION REQUIRED BY THESE DOCUMENTS, THE CONTRACTOR SHALL REPAIR N'
THE DAMAGED ITEM(S) WITH NEW MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE, AND 3. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL BARS CONFORMING TO ASTM A615, GRADE 60. GRADE 60. BOT BOTTOM CARET SYMBOLIZES AN = s _
COLOR, CJ CONTROL JOINT ELEVATION OR PHOTO z 022830
CL CENTER LINE c
C 4. UNLESS OTHERWISE INDICATED, ALL EXPOSED EDGES SHALL BE CHAMFERED 1 INCH. 8. DEMOLISHED AREAS SHALL BE INSPECTED AND APPROVED BY CONTRACTING OFFICER PRIOR TO CONC CONCRETE SHADED ARROW SIGNIFIES .~N M'Rap~58J,
CONSTRUCTION, 5. REINFORCEMENT SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES, AND OTHER EMBEDDED ITEMS D ITEMS CONT CONTINUOUS A SECTION CUT
UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT BE CUT. LOCATE EMBEDDED ITEMS WHERE IS WHERE DIA (OR) 0 DIAMETER 12-20-2010 SEAL
9. THE CONTRACTOR SHALL PROVIDE NORMAL MAINTENANCE, SECURITY, ETC. DURING THE CONTRACT. SHOWN ON THE DRAWINGS. DWGS DRAWINGS APPROVED DETAIL, SECTION, ELEVATION
ANY MODIFICATIONS TO THE SITE WILL BE AT NO COST TO THE GOVERNMENT. EA EACH OR PHOTO NUMBER. NUMBER
6. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN PLACE TO PREVENT DISLOCATION DURING THE ZING THE EJ EXPANSION JOINT 62 REFERENCES GRID ACTIVITY - SATISFACTORY TO
10. WORK SHALL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL REMAIN OPERATIONAL. POURING OPERATION. SLAB REINFORCING BARS SHALL BE SUPPORTED ON HIGH CHAIRS AND BAR BAR ELEV ELEVATION G001 PLACEMENT ON SHEET WHICH
ACCORDINGLY, MEASURES SHALL BE TAKEN TO AVOID INTERFERENCE WITH OPERATIONS, SPACERS TO MAINTAIN REQUIRED POSITION WITHIN CONCRETE CAP. DATE EMBED EMBEDED DETAIL IS DRAWN APPROVED
EXIST EXISTING
11. THE SHEET PILE WALL DESIGN IS BASED ON THE ELEVATIONS OF THE EXISTING MUDLINE OR 7. NO CONCRETE SHALL BE PLACED UNTIL ALL EMBEDDED WORK HAS BEEN INSTALLED, TESTED AND AND GALV GALVANIZED SHEET ON WHICH DETAIL,
WATER DEPTH OF 12 FEET BELOW MEAN LOW WATER, WHICHEVER IS GREATER AND PRODUCES INSPECTED. MHW MEAN HIGH WATER SECTION, OR ELEVATION IS FOR EFD FOR COMMANDER NAVFAC
THE MAXIMUM LOADS ON THE BULKHEAD. MIN MINIMUM DRAWN AND PHOTO TAKEN DATE
8. PROVIDE JOINTS (CONTRACTION AND/OR EXPANSION) AS INDICATED. IF NO JOINTS ARE SHOWN, WIN, MLW MEAN LOW WATER
12. THE CONTRACTOR SHALL SUBMIT FOR AE REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS & REFER TO APPLICABLE ACI GUIDELINES FOR LOCATIONS OR CONTRACT THE CONTRACTING OFFICER FOR 1CER FOR # NUMBER KMA/E R DESIGN EFD
COMMENCING WORK A DETAILED SHEET PILE LAYOUT PLAN INDICATING TYPES, LENGTHS, NUMBERS ADDITIONAL INFORMATION. JOINTS SHALL BE PROVIDED IN ALL NEW CONCRETE PLACED IN LENGTHS ENGTHS NTS NOT TO SCALE TTA DRAWN
OF SHEET PILES, DETAILS AT CORNERS, TIEBACK LOCATIONS AND OTHER RELATED WORK. GREATER THAN 25 FEET. JOINT SEALANT SHALL CONFORM TO DOW CORNING 890-SL OR APPROVED 'PROVED REINF REINFORCE, -MENT DETAIL OR SECTION TITLE J Bw REVIEW
EQUAL.
REQD REQUIRED A3 KMR GC
13. FILL/BACKFILL SHALL BE PLACED TO NOT LESS THAN THE TOP-OF-WALL ELEVATION BEFORE TYP TYPICAL SCALE: x/X" = 1'-O" S302 3 KMR CHIEF ARCH'KMENGR. R
APPLYING TIEBACK LOADS IN EXCESS OF 15 PERCENT OF THE DESIGN LOAD INDICATED FOR THE 9. EXCEPT AS OTHERWISE SHOWN MINIMUM PROTECTION (CONCRETE COVER) FOR REINFORCING STEEL STEEL U.0.N. UNLESS OTHERWISE NOTED PROJECT MANAGER FIRE PROTECTION
TIEBACKS. TIEBACKS SHALL NOT BE TENSIONED UNTIL THE COMPRESSIVE STRENGTH OF THE SHALL BE AS W/ WITH SHEET(S) ON WHICH DETAIL, SECTION, BRANCH MANAGER
CONCRETE IN THE SHEET PILE CAP EQUALS OR EXCEEDS 4000 PSI. FOLLOWS: WWF WELDED WIRE FABRIC ELEVATION IS CUT OR PHOTO TAKEN. DESIGN DIRECTOR
MAIN REINFORCING: 3"
14. BACKFILL WITHIN 10' OF BULKHEAD AND RETAINING WALL SHALL BE COMPACTED BY A WALK TIES #4 STIRRUPS: 22" z
B BEHIND VIBRATORY COMPACTOR. DETAIL, SECTION OR PHOTO, NUMBER U B
0. ALL CONTINUOUS REINFORCING STEEL SHALL BE LAPPED 52 BAR DIAMETERS AT SPLICES.
15. UNLESS OTHERWISE SHOWN, THE CONTRACTOR SHALL FURNISH AND INSTALL STEEL SHEET PILES REFERENCES GRID PLACEMENT ON Z W
IN ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS. ~p SHEET WHICH DETAIL IS SHOWN. z
z Z w m
w p cn
16. THE CONTRACTOR SHALL EXERCISE CAUTION DURING THE CONSTRUCTION OPERATIONS SO AS NOT STRUCTURAL STEEL NOTES: N Z w Q O
TO DAMAGE AND DISTURB THE EXISTING BULKHEAD SYSTEM (STEEL SHEET PILES, TIE RODS, AND w w Q
ANCHORS) AND SO AS NOT TO CAUSE THE EXISTING BULKHEAD SYSTEM TO BECOME UNSTABLE. 1. STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 WITH A MINIMUM YIELD STRESS OF SOF 4~ Q Y w
UNLESS OTHERWISE NOTED THE EXISTING BULKHEAD SYSTEM SHALL REMAIN IN PLACE. 36,000 PSI AND BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 A123 ESTIMATED QUANTITIES FOR "UNIT PRICE _ = z m
UNLESS OTHERWISE NOTED. m
17. ALL ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE REFERENCE TO 0.00' = NORTH AMERICAN Z Q
VERTICAL DATUM-1988 (NAVD). 2. BOLTS SHALL CONFORM TO ASTM A307 & THREADED RODS SHALL CONFORM TO ASTM A36 BID ITEMS" o 0 w ° o
wow Q
UNLESS OTHERWISE NOTED. MULTIPLIERS Q E
DESCRIPTION QUANTITIES FOR UNFORSEEN BID QUANTITIES V) o w
3. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE AISC INCREASES w Z ¢ p
SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS. CONTAMINATED SOIL REPLACEMENT 250 CY 1 250 CY of Q w z Q LL- Y J
CONTAMINATED WASTEWATER 130,000 GAL 1 130,000 GAL Lf) LL- ZQ <
4. STEEL SHEET PILES SHALL CONFORM TO ASTM A572, GRADE 50. Ed
PIPE GROUT 12,000 CF 1 12,000 CF z p T LLI
5. COAT THE TOP 30 FEET OF STEEL SHEET PILE BOTH SIDES IN ACCORDANCE WITH c) M
SPECIFICATION SECTION 09 97 13.26 "COATING OF STEEL WATERFRONT STRUCTURES". w O w O
z w
6. STEEL SHEET PILES SHALL MEET THE MINIMUM INDICATED PROPERTIES OR BE APPROVED z~ w
THE TABULATED QUANTITIES SHOWN ON THESE SHEETS ARE BASED UPON FIELD INSPECTIONS Q
A EQUAL. LENGTH SHALL BE 50 FEET. U.O.N. CONDUCTED DURING 2010. ESTIMATED QUANTITIES ARE TABULATED FOR CONTRACTOR'S ASSISTANCE, o A
7. ALL HARDWARE, BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT DIP GALVANIZED IN ACCORDANCE ONCE REFER TO THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL DEMOLITION/REPAIR ITEMS NOT 80091 1 SIZE D
WITH ASTM A153. IDENTIFIED IN THESE TABLES. THE CONTRACTOR SHALL MEASURE FOR FINAL PAYMENT THE ACTUAL CODE ID. NO.
QUANTITIES APPLIED IN THE FIELD BASED UPON REVIEW AND APPROVAL OF THE CONTRACTING OFFICER. FILE ENO.NOTED
8. ALL WELDING SHALL BE PERFORMED USING E70XX LOW HYDROGEN ELECTRODES IN T. PRJ. NO. 552268559
ACCORDANCE WITH AWS D1.1. SPEC. NO.
CONSTR. CONTR. NO.
9. THE SHEET PILE LAYOUT SHOWN ON S-103 IS PROVIDED TO INDICATE THE GENERAL INTENT vT
OF SHEET PILE WORK. THE ACTUAL SHEET PILE LAYOUT SHALL BE IN ACCORDANCE WITH THE -HE NAVFAC DRAWING NO.
APPROVED SHOP DRAWINGS, WHICH SHALL INCLUDE A SHEET PILE LAYOUT PLAN, AS PROVIDED TIDED 12562086
AND SUBMITTED BY THE SHEET PILE MANUFACTURERS SHEET 2 OF 28
h-UUL DR WFORM REVISION JULY 2003
Plot Scale:
1 2 3 1:1 (Paper Space) Drawing Filename:
10045_G002.dwg

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KEY TO SYMBOLS PROJECT: Bulkhead Repair Tank Farm F PROJECT, Bulkhead Repair Tank Farm F 'm F PROJECT: Bulkhead Repair Tank Farm F
Symbol Description CLIENT: NRW Engineering, P.C. CLIENT: NRW Engineering P.C. CLIENT: NRW Engineering P.C.
PROJECT LOCATION: MCAS Cherry Point, NC PROJECT NO.: JX10-109G PROJECT LOCATION: MICAS Cherry Paint, NC Strata symbols BORING LOCATION: See Attached Boring Location Plan SURFACE ELEVATION: BORING LOCATION: See Attached Boring Location Plan mint NC PROJECT NO.: JX10-109G PROJECT LOCATION: MCAS Cherry Point, NC PROJECT NO.: JX10-109G ring Location Plan SURFACE ELEVATION: BORING LOCATION: See Attached Boring Location Plan SURFACE ELEVATION:
DRILLER: GET Solutions, Inc. LOGGED BY qwh DRILLER, GET Solutions, Inc. LOGGED BY: qwh DRILLER: GET Solutians Inc. LOGGED BY: qwh
Topsoil BRING EGG DRILLING METHOD: Rotary Wash Mud Drilling DATE: 6-26-10 BORING ~~G DRILLING METHOD:, Rotary Wash Mud Drilling Drilling DATE: 6-26-10 BORING LOG DRILLING METHOD: Rotary Wash Mud Drilling DATE: 6-26-10 z 0
_ B- DEPTH TO WATER - INITIALi 4 AFTER 24 HOURS3 CAVIN6> t _ B-2 DEPTH TO WATER - INITIALf. 4 AFTER 24 HOURS3 o` TEST RESULTS m g`L L a-v FTER 24 HOURS..* CAVING> L B-3 DEPTH TO WATER - INITIALS: 4 AFTER 24 HOURS* CAVING> L 0 m v w?+ a a m TEST RESULTS « o^r rat u v a `w u° m TEST RESULTS ccei
Fill v °N auav u° Description a° £ E b E m a > v Plastic Limit~Liquid Li it m u° va°. Description a° E d E a E n ~ d E °j £ a.u • ° V Plastic Li mitN Liquid Li it a O £z ° `w > y°v y°v Description a Ez E ° E o y > V Plastic Limit -+Liquid Li it
D woo Eo cj v, N~N~ma2 R Moisture Contentr woo n N~Np0i 'o N-Value `a r~ r°n r°nprn1 m a. z Moisture Cantentr w n m o. z Moisture ContentF N-Value 5 s N-Value
10 20 70 40 50 60 70 lpy;i~j Poorly graded Sand 4-inches of Topsail 1 4-inches of Topsoil 10203040506070 10203040506070
101'1 with Silt 0.33 1 as 2 4 - 0.33 1 3! Bra3q moist, Poorly Graded fire to medium SAND (SP-S,) with 1 Brawn, mast, Silty fine to medium SAND (SM) with trace Gravel, 4 - 8-inches of Concrete - Is 1.33 1 ss 4 8 0.67 1 ss ~y 33
tram 58 and Graven, Poly Imse (ALL) E _ loose (ALL) Clayey Sand 2 as 12 7 2 3, 4 Brown, mast, Poorly Graded fine to medium SAID (SP-SM) with 14 Gravel and trace Silt, Medium Dense to Dense (ALL) a
2 ins 2 5 - 2 ss s, 15 3 g 4 2 ° Ught brawn, wet, Poorly Grades fine to medium SAND (SP- SM) with 4 :"tlti i
Grayish brown, web Poorly Graded fine to medium SING (S- SM) with4 pall 3 ° Grayish brain, moist to wet, Silly fine to medium SAND (SY) with 4 3 ins 4 6 o ritt: 3 ss 7 14 5.
Silty Sand Voce 511t and Gravel, Very Loose to Lcott tzd as 2 >m trace Gravel, Very Lame M Lome 7 2 ai 3 2 u s tram Silt and Gravel, Medium Dense 6 ,;vrf s '
4 as s 4 4 y, ]Ykhh p _ z ° Grayish brawn, wet, Poorly Grades fine to medium SAND (SP- SM) y fLef ,a 4 ins 4 l:M1i: 4 ss 5 2 with trace Silt and Grand, Loom if, ? 6.1
Silt rant 11:Yf I?y 5 as ~ 2 5 s! - r r. I :C Y!
t 10 ' en 4 ° :i:srl 5 ss 3 5 5 ins s2 2 O J1kYe 2
Concrete 'o n! tt r 6 as 4 7 0 6 a. 2 toil 2 6 ins 2 3 o i ~.ro 6 as y 7
n. 4 n s Efi. 2 date
Misc. Symbols ,,:0 1 -147 ° 7 as 2 J2. m 14 7 3! NRW
`o Gray, wet Clayey fine to coarse SAND (SC), Very Laos e 1 o Gray, wet, Silly fine to caam SING (S),, Wry Lame -14 7 ins a 1 17. 14 7 ss 2 a co Grayish brown, wet, PaoAy Graded fine to medium SAND (SP- SM)
a Water table during ° with trace Clay and Grave, Very Lame :1311 CONSULTING STRUCTURAL ENGINEER 748 LORD DUNMORE DRIVE, SUITE 101
drilling - 0 0 toll a VIRGINIA BEACH, VIRGINIA, 23464
Notes: r 1 Lo Grayish brown, wel, Poorly Graded fine to medium SAND (S- SM) with ?;L 8 as ' 3 ° 19 B s! ).Sf L PHONE'. (7" 4744612 2 f1. 2 LAX (7" 474 0919 i:eee
„ trace Silt, Very Lame N Lmx lzri p Ton and orangsh hymn, wet Paay Graded fine to medium SAND t'ril. 19 8 ss s 4 6 ° 19 - 8 as s 5
1. Exploratory borings were drilled on 6-26-10 using a _20- c g - Trace shell frogmmLs ham 18 to 20 feet xr! (SP-SM) with hare Sit, Gravel and Shell FrogmmLs, Very Loom lzii 'I: N 2 _ fan and orargish brown, wet, 5Iry fine to medium SAND (SM), 3 z t i Loose rx n:
4-inch diameter continuous flight power auger. zH o x(1 a qu. . L% 1. r n
iihf ,;tilt E zl 2. No free water was encountered at the time of drilling or E ''"`i! 4 8 23 3 £ 23 2
rt' 3 Born, we!, 51 fine to medium SAND Sl lose when re-checked the following day. iiwrl g as 711, N ( b fi. 9 e. 9 ins a y Tan and gray, wet, Silty fine to medium SIND (SN), Loose to 9 3 ss 5
for 4 3. Boring locations were taped from existing features and r'rtr e _ Medium Dense rr11'r"""'I
elevations extrapolated from the final design schematic plan. RB.
rt r z ~ zA ii za 3 2 S L , -
4. These logs are subject to the limitations, conclusions, and Gray, wet, Graded fine to medium SAND (SP-SM) with trace Sin, "1i, 1 rya IO as 3 5 Cray, wet, 411y fine to medium SAND (SM), lease to Dense 10 M Iwu to Medium Dense '.o! C recommendations in this report. 3hi s 10 ins y 7 10 ss y 6 13, _ 022830
,ttr 8 4
zti 5. Results of tests conducted on samples recovered are reported iN M ROOM`'~J
on the logs. L%0 10 10 I2 10
z(i 11 as 1j 25 11 s! 11 ins g 33 11 ss 10 to 12-20-2010 SEAL
cert. 12 1a 7 APPROVED
4ii rYtY
Notes: SS = Spl'd Spoon Sample Notes: p SS = Split Spoon Sample Notes: SS - S lit Spoon Sample
Sr - Shelby Tube Sample HA = Hand Auger Sample -The initial groundwater reading not be indicative of the static groundwater level, She initial groundwater reading may not be 'indicative of the static groundwater level. BS = Vle Sample 9 may 9 ST =Shelby Tube Sample ST - Shelby Tube Sample ACTMTY -SATISFACTORY TO HA = Hand Auger Sample HA = Hand Auger Sample is groundwater level. BS = Bulk Sample -The initial groundwater reading may not be indicative of the static groundwater level. BS = Bulk Sample
WON = Wei ht of hammer WON =Weight of Hammer WON = Weight of Hammer
PAGE 1 of 2 Standard Penetration Tests were performed in the field in general accordance with ASTM D 1586. PAGE 1 of 2 Standard Penetration Tests were performed in the field in g. nee in the field in general accordance with ASTM D 1586. PAGE 1 of 2 Standard Penetration Tests were performed in the field in general accordance with ASTM D 1586. GATE APPROVED
FOR EFD FOR COMMANDER NAVFAC
DATE
PROJECT, Bulkhead Repair Tank Farm F PROJECT: Bulkhead Repair Tank Farm F A/E EFO ,m F PROJECT: Bulkhead Repair Tank Farm F KMR DESIGN
CLIENT: NRW Engineering P.C. CLIENT: NRW Engineering, P.C. CLIENT: NRW Engineering, P.C. TTA DRAWN
PROJECT LOCATION: MICAS Cherry Paint, NC PROJECT NO.: JX10-1096 PROJECT LOCATION: MICAS Cherry Point NC oint NC PROJECT NO.: JXIO-109G PROJECT LOCATION: MCAS Cherry Point, NC PROJECT NO.: JXIO-109G
BORING LOCATION: See Attached Boring Location Plan SURFACE ELEVATION, BORING LOCATION: See Attached Boring Location Plan ring Location Plan SURFACE ELEVATION: BORING LOCATION: See Attached Boring Location Plan SURFACE ELEVATION: JBW REVIEW LOGGED BY: qwh DRILLER: GET Solutions, Inc. LOGGED BY: qwh KMR Oc
BORING LOG DRILLER GET Solutions, Inc. LOGGED BY: cwh BORING LOG DRILLER: GET Solutions, Inc. DRILLING METHOD, Rotary Wash Mud Drilling DATE: 6-26-10 DRILLING METHOD: Rotary Wash Mud Drilling I Drilling DATE: 6-26-10 BORING LOG DRILLING METHOD: Rotary Wash Mud Drilling DATE: 6-26-10
_ B-1 DEPTH TO WATER - INITIAL. 4 AFTER 24 HOURS* CAVIN6> L B-2 DEPTH TO WATER - INITIALi. 4 AFTER 24 HOURS3 c if FTER 24 HOURS..* CAVING> L B-3 DEPTH TO WATER - INITIALS. 4 AFTER 24 HOURS* CAVING> L KMR CHIEF ARCH./ ENGR.
o` " u o u w TEST RESULTS v v v LwY~ L a a x L 6 6 TEST RESULTS PROJECT MANAGER KMR g w w v In TEST RESULTS a W~ u rn~ N o °d Plastic Limit rl Li uid Um L m.`• w L E £ a o > 9 FIRE PROTECTION £z E ° E o m > V q Description ° Plastic Limit~Li uitl Li it
" as°v v66: Descri lion a E ~ d E E £ a. j y Plastic LimitN Liquid Li it a aNi u° Description °a Q E a w~a £o P N~sini kMoisture Cantentw. woo tj set N-m N r m n z Moisture Content • w o£ o z rn N m n z Moisture Content r N-Value 5 N-Value BRANCH MANAGER
N-Value ® `a i 10 20 30 40 50 60 70 10 20 30 40 50 60 70 w 10 20 30 40 50 60 70 DESIGN DIRECTOR
8 Cray, wet Sih fine to medium SWD ISM). Loose Gray, ¢I, Silty fine to medium SNie (SM), Lame to Deme } - Tan and gray, wet, Silly fine to medium SMD (SM), Loose to 3
c _J2- 12 as 5 7 - 12 s 9 12 ss a 9 _ Medium Dense 12 ss , 10 a a z Z
a <
B B - ° ~ B z w
7 43 43 3 u 4 3 Z z
a Greenish gray, wet, Sandy SILT (ML), Medium Stiff to Si( 17 as 4 10 n Greenish gray, wet body SILT (ML), Stiff s' 13 9 a n Greenish gray, wet, Sandy SILT (ML), Stiff 4 F- J m 13 ss g 10 13 ss a 10 w 8 9 w z w
14 14 z ^ w 14 C) I L NN
0
a 2 a ° W
14 39 9 B 4 s 3 a 2 LL 14 sa 7 11 n 14 Ss 5 10 Lr 9 { L
80 50 9 a Boring terminated at 50 ft. Barng temioated at 50 ft a Baring laminated at 50 It. Q Y
m w Z (n
o Q is _LIL . 4S F-wF_ O
a r, Z
s z w 00 (D
`a a z O w_ - LL
c .d ~ g m
n t N J J
S E
E `o E Q' D Q ILL. O a Q LL V)
- Y
r ~
F d of <
z O w O
w O Of
o z M LL
IE w
__2L H Q
A w
0
Notes: SS = Split Spoon Sample Notes: ST = Shelby Tube Sample SS = Split Spoon So ple Notes: SS = Split Spoon Sample ST = Shelby Tube So ple ST = Shelby Tube Sample CODE ID. NO. 80091 SIZE D HA = Hand Auger So ple *The initial groundwater reading may not be indicative of the static groundwater level. HA = Hand Auger Sample
'The initial groundwater reading may not be indicative of the static groundwater level. HA = Hand Auger Sample 9 Y BS = Bulk Sample WCH - Wei hl of Hammer BS = Bulk Sample 9 Y es = Bulk Sample er WON = Weight of Hammer SCALE: NOTED
PAGE 2 of 2 Standard Penetration Tests were performed in the field in general accordance with ASTM D 1586. PAGE 2 of 2 Standard Penetration Tests were performed in the field in g med in the field in general accordance with ASTM D 1586. PAGE 2 of 2 Standard Penetration Tests Were performed in the field in general accordance with ASTM D 1586. FILE NO.
ST. PRJ. NO. 5226859
SPEC. NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12562087
SHEET 3 OF 28
1"1 r1 r% A
b-UU I
ORhWFORM REVISION JULY ]003
Plat Scale:
1 2 3 1:1 (Paper Space) D,.Mi S Filename:
10045_6-001.dwg

1 2 3 4 5
a
od
PROJECT: Bulkhead Repair Tank Farm F
KEY TO SYMBOLS PROJECT: Bulkhead Repair Tank Form F Symbol Description CLIENT: NRw Engineering, P.C. CLIENT: NRW Engineering P.C.
PROJECT LOCATION: MCAS Cherry Point NC PROJECT PROJECT NO.: JX10-10913 PROJECT LOCATION: MICAS Cherry Point NC PROJECT NO.: JX10-109G
Strata symbols BORING LOCATION: See Attached Boring Location Plan SURFACE Plan SURFACE ELEVATION: BORING LOCATION: See Attached Boring Location Plan SURFACE ELEVATION:
BORING LOG DRILLER, GET Solutions, Inc. LOGGED Topsoil DRILLING METHOD'. Rotary Wash Mud Drilling - DATE: LOGGED BY: qwh BORING LOG DRILLER: GET Solutions, Inc. LOGGED BY: qwh DATE: 6-26-10 DRILLING METHOD: Rotary Wash Mud Drilling DATE: 6-26-10 zz
_ B-4 DEPTH TO WATER - INITIAL. 4 AFTER 24 HOURS* CAVIN6> RSNH _ CAVING i _ 13-5 DEPTH TO WATER - INITIALS: 4 AFTER 24 HOURS*• CAVINr,> L
o^ w a TEST RESULTS I-E TEST RESULTS - E a E j Plastic Limit, (Liquid Li it . v0o
D m o'~c r u a a>am mw a Fill L'o n $ n Ed aE e. j Y LINO o.y Description a az QU ar ran w W 3 N "VI .19 Description ° Ez o y Er an n V Moisture llLlConteniq Li it O o °1 1 co a. Moisture Contentf c~ <n N z open N-Value S w N-Value
0 10203040506070 10203040506070
Poorly graded Sand m 4-inches of Topsoil a 1111;1; ° With Silt 33 1 Ss 2 2 - 4-inches of Topsoil 5 ss 2 4 - .3 1 ss 6 12
Light brown, meet, PaaM Galled fine to medium SAND 2 a 2 light brawn, moist, Poorly Graded fine to medium SPND (SP- SM) xi 7 Silt nd 3 { 3 m Gravel, Medium Dense (ALL) a
Clayey Sand on (SP- SN) with trace 511, Very Lease B Loose (FILL) 2 3 fi 0 ss 3 6 'm 2 ss 8 15 ] 5
n 4 ® Grayish brown, moist, Silly fine to medium SANG (SM(, Vey Laos: 3 ss s e
Silty Sand s m ss z a a Grayish brawn, wet, Silty fine to medium SPND (SM), Loose to Medium4 (F1 C ss 5 1022. 2 m 5 2 0
Chile Gavel from 4 to 6 Icel 4 ss I e ? Brick fragments from 7 to B feet 4 ss 5 12 ss 3' 4 12. 5
12 Om
® Silt $ 2 0 2 2 a Croy, wet, Poorly Graded fine to medium SPND (SP-SM) with 5 ss 4 9 ss z 4 o trace Silt and Wood Fragments Looney existing timber pile), 5 10 Boring terminated at 10 ft.
Concrete a Boring terminated at 10 fl.
0 o
9 NRW
Misc. Symbols an
n Water table during a CONSULTING STRUCTURAL ENGINEER 748 LORD DUNMORE DRIVE, SUITE 101
drilling VIRGINIABEACH, VIRGINIA, 23464 a PHONE'. (7" 4744612
0 Notes: LAX'. (7" 474 0919
`o ca
1. Exploratory borings were drilled on 6-26-10 using a E a
4-inch diameter continuous flight power auger. a
eo
2. No free water was encountered at the time of drilling or E when re-checked the fallowing day. J? `o
C __2L - pFESS%"N9~q""''
3. Boring locations were taped from existing features and
elevations extrapolated from the final design schematic plan. SE L
C 4. These logs are subject to the limitations, conclusions, and 022830
recommendations in this report. -XIL F`.,,f' E~,,,C2 C
;F ,~!GINE R0,
5. Results of tests conducted on samples recovered are reported on the to s. OO BJ
12-20-2010 5Eu
APPROVED
Notes: s' 5 SS = Split Spoon Sample Notes: SS = Split Spoon Sample ST = Shelby Tube Sample ACTIVITY - SATISFACTORY TO Si =Shelby Tube Sample HA = Hand Auger Sample
-The initial groundwater reading may not be indicative of the static groundwater level. B w HA Hand Auger Sample *The initial groundwater reading may not be indicative of the static groundwater level. BS = Bulk Sample level. BS = Bulk Sample WOH = Weight of Hammer DATE WOH = Weight of Hammer
PAGE 1 of 1 Standard Penetration Tests were performed in the field in general accordar 1 in general accordance with ASTM D 1586. PAGE 1 of 1 Standard Penetration Tests were performed in the field in general accordance with ASTM D 1586. APPROVED
FOR EFD FOR COMMANDER NAVFAC
DATE
A/E EFO
KMR DESIGN
TTA DRAWN e-a 8-5 0 JBW REVIEW
o I] c1 ~e 4 4 - 1516 2 2 5 6 4 4 - - ,514 2] 6 J KMR
21 J3 Gc 3 3 6 6 ] 3 6 6 KMR
11 2e 2 3 7 6 ] 3 7 s CHIEF ARCH./ ENGR. PROJECT MANAGER KMR
II = 11 •41.{11 1 1 4 5 3 2 6 7 - 2 2 = 4 5 4 s T1 ff 7 s 2 2 s s s FIRE PROTECTION r J. •15: f
5
B:nq 3 2 2 2 a d d v 2 2 43 2 1 5 5 BRANCH MANAGER 2 2 2 1 - 3 3 7 5 DESIGN DIRECTOR
.1tCpr }1.11• I 2 2 F1.11 NM-15.5 NM-17.4 2 2 1 2 1 2 5 4
'1 ]:Cl I Z 1 II{1 2 2 :I •I%L1 ] 2 2 2 5 6 IJI V z o Z
„liE, , , 1 : 1 2; 5 2
B li:[LI g OU Z L[J 9 X1:11
pi .;ilrEr 1 1 1 0 ,I;Ijt I' z z 1 0
a NIA-22.4 I 0 12 J m w -29.7 :I •I; M ] Z NM -29.7 LLJ
1 1.1?{}1 15 LL
•I;till L.L L.L LL
22 :I :I: t 1 I w
a d d x 2 2 2 ] NM-26.] 6
hI:!!' I':fti I L1 w N Q Y 1 1 Y t, L[J
rlx r ,mir riir LLf > _ z V) C 1 z F- 1 LLJ O
}i.ii• 7;r.r i1 U ~
dG{i s r 0 XN49.0 2 3 [ Z J 5 6 2] t~
dllaf `O 25 O F w Z
l:l: r t rl i i
:is r Q F- Ld ILL. LL
ia:t! s a r 3 :G{i l 3 e 0 3 3 2 2 F /yO~ 4 6 4 4 W
Stralc9whals E Sury Sand N J 0 ~ J and ~Q LaL o
El Topsoil Concrete ® Fill '0e GET Solutions, Inc. Q LL. Y N
GENERALIZED SOIL PROFILE LL Z 1x DRAWN BY/APPROVED B DATE DRAWN
Poorly graded Sand nitln Silt h 113/2010
Clayey Sand Bulkhead Repair Tank Farm F _
FIGURE NUMBER z U
w 0 PROJECTNO. JX10-109G Q w O
o Z M
z W
A w
0
CODE ID. NO. 80091 SIZE D
SCALE: NOTED
FILE NO.
T. PRJ. NO. 5226859
SPEC. NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12562088
SHEET 4 OF 28
11 P1 P1 e%
b-UUL
ORhWFORN RECISION JULY 2003
Plot Scale: 1:1 (Paper Space)
1 2 3 Drawing Filename!
10045_B002.dwg

1 2 3 4 5
TOPOGRAPHICAL SURVEY NOTES: g
NOTES:
TOP 4.61 -OP 4.61 1. FIELD TOPOGRAPHIC SURVEY BY DEWBERRY & DAVIS, INC. DATED JUNE g
1. AS DIRECTED BY THE GOVERNMENT, REMEDIATION SYSTEM WELLS AND INV 0.01 NV 0.01 8-JUNE 10, 2010. 3
PIPING ADDED TO DRAWING FROM DRAWING LABELED "FIGURE 3, AIR
SPARGE WELLS AND PIPING LOCATION AS-BUILT" BY J.A. JONES 2. HORIZONTAL CONTROL: NORTH CAROLINA STATE PLANE COORDINATES NAD83
ENVIRONMENTAL SERVICES, AUGUST 2003. FUEL SUPPLY PIPE ADDED TO POINT NUMBER 1 N=440125.89 E=2642274.25
DRAWING FROM DRAWING LABELED "C-3, SITE PLAN SHOWING PIPE POINT NUMBER 2 N=439661.77 E=2642467.01
REPLACEMENT AS-BUILT", ORIGINAL BY BAKER ENVIRONMENTAL, INC. AND \
MODIFIED BY J.A. JONES ENVIRONMENTAL SERVICES, AUGUST 2003. LOCATION OF THESE SITE FEATURES IS APPROXIMATE. SEE SPECIFICATION \ 1 ° VERTICAL CONTROL: NAVD 88
SECTION 01 80 00 REPORTS. 6\ , c
POINT NUMBER 1 ELEVATION= 10.04' 0
2. SOIL BORINGS PERFORMED BY GET SOLUTIONS, INC. WITH RESULTS \ POINT NUMBER 2 ELEVATION=4.28'
D PROVIDED IN REPORT TITLED 'REPAIR AND IMPROVE WARF BULKHEAD, TANK
FARM F, MCAS CHERRY POINT, NORTH CAROLINA. SOIL BORING LOCATIONS 1 HORIZONTAL AND VERTICAL CONTROL ESTABLISHED BY GPS OBSERVATIONS D AND COMPUTED USING NATIONAL GEODETIC SURVEY ONLINE POSITIONING
ARE APPROXIMATE. SEE SPECIFICATION SECTION 01 80 00 REPORTS. \ / oy 1 USER SERVICE (OPUS). GRID COORDINATES WERE HELD ON POINT #2
F NORTH ARROW IS GRID NORTH. ALL DISTANCES ARE GROUND DISTANCES.
3. SEE SHEET S-102 FOR LOCATION OF SUBSURFACE TIE RODS (NOT SHOWN \ \ N
FOR CLARITY). \ c POINT NUMBER 1 IS A ROD WITH CAP LOCATED ALONG THE EAST SIDE OF
ASPHALT ROOSEVELT BLVD. APPROXIMATELY 168' NORTHWEST OF THE WESTERN
\ \s \ ASPHALT 1\ CORNER OF BUILDING 1018 AND 159' SOUTHEAST OF THE SOUTHERN
CORNER OF BUILDING 1023 (NOT SHOWN ON DRAWING).
POINT NUMBER 2 IS A ROD WITH CAP ALONG THE WESTERN SIDE OF AN N RW
ASPHALT DRIVE APPROXIMATELY 12.6' SOUTHEAST OF A FIRE HYDRANT.
CONSULTING STRUCTURAL ENGINEER
1 \ yF cc o O 3. UNDERGROUND UTILITIES WERE DESIGNATED BY PROFESSIONAL LOCATING 74RLOWWNMOREDRNE,SURE101
SERVICES (PLS, INC.) ON JUNE 7, 2010 AND FIELD LOCATED BY VAGINA BEACH. VIRGINIA,
71 DEWBERRY & DAVIS, INC. FAX, 75"°'9-0919
i \ \ -5 _ ®V 4. CONTOUR INTERVALS ARE ONE (1) FOOT. ' Dewberry®
I / o \ FH 5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD Dewberry & Davis, Inc.
Q G $ =1 RECV(° DRW SURVEY INFORMATION. THE SURVEYOR MAKES NO GUARANTEE THAT THE P50"EH' ONRNCDPT/
EQUIPMENT C) PHON MISMO UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE FP%:BI9J701R0 NfHEIb tRUBA
I I \ BUILDING AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
` I 12" TREE \ \ I1 I GR ~GRASS~ p NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
POINT 2 EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE ,f•
8" THE N 439661. 7 LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 4SY1 CARpl
\ \ I ~ II E 2642467.01 THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND ~O; pEESSlp,l9
II I I \ \ \ JGG \c'9 I' ~ ~ c cci ~ ELEV. 4.28 UTILITIES. t S
6. SPOT ELEVATIONS SHOWN ON THIS SURVEY ARE ACTUAL ELEVATION
C:PLOCATIONAOF 0~G5~ 1 II (INCLUDING MUCK AND SOLID SPOT ELEVATIONS BELOW THE WATER
GAS VENT SURFACE).
GRASS b I I TOP 9 .29 1 \HEADWALL AND 1 NV 02 TOP 3.19 O
/ PIPE INLET ~ \ 2 8" TREE \N~ ASPHALT \ py ® ® SUMP AM. APPROVED
FINV 0.29_ 4 7. WATER SURFACE ELEVATIONS WERE MEASURED ON JULY 16, 2010 AT 6:30 (L-ZD.'Lo~FJ SEAL SURVEY CERTIFICATE
/ a G~P , \ I F ASW PUMP c0
-~oHE 4- - - _ _ _ I, ROBERT H. BENGTSON, HEREBY CERTIFY THAT THIS ACTIVRY - SATISFACTORY TO
8" TREE \ ® G~ \ oHE oHE _ TOPOGRAPHIC SURVEY MAP WAS PREPARED UNDER MY
v x 2.43 w ~ L _ _ - \ SUPERVISION, THAT THE SURVEY WAS CONDUCTED UNDER DATE _ MY SUPERVISION ACCORDING TO THE STANDARDS OF APPROVED
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA;
\ 6" TREE APPROXIMATE \ OVENT ~9s cI I X THAT THIS SURVEY IS A CLASS A TOPOGRAPHIC SURVEY,
\ LOCATION OF \ AND THE VERTICAL ERROR DOES NOT EXCEED .10 TIMES 7UFITI57UR_UFMWNff NA AC
\1.75 CONCRETE 4.45~~ c x 3.15 FLUME ASPHALT 00 ASW THE SQUARE ROOT OF THE NUMBER OF MILES RUN FROM
1.5 /i o \ THE REFERENCE DATUM; WITNESS MY HAND AND SEAL
GAGS VENT THIS THE 20TH DAY OF DECEMBER] 2010. DATE A/E EFD
TEMPORARY \ 4.21 AS ASP STORAGE ASW \ I PAK DESIGN l 7 JSH DRAWN
\ \ . ' / 3 r BUILDINGS Q Ii \ \ 4A5 VENT
~ (I\ ROBERT H. BENGTSON, L-3453 SDH REMEW CHB OC
\ OF WpTE I EDGE OF RAMP V VP- 0 I EGE 0 ABANDONED GA)I ENT G c GRASS CHB CHIEF ARCH./ ENGR.
GUARD BLDG 3
TOP OF RAMP SHACK 7 CONCRETE CURB - - I~ I I \ I I BOAT BLDG 3963 y EXISTING CONDITIONS LEGEND: PROJECT MANAGER SDH BOAT FIRE PROTECTION
EDGE OF RAMP SUPPLY SUPPLY NAVY BOAT DOCKS ® 0WV WATER VALVE BRANCH MANAGER
-1.00 (WATER 4.29 VENT STORAG STORAGE FUEL DISPENSERS -6 FH FIRE HYDRANT DESIGN DIRECTOR
SURFACE) x / BROKEN \ CONCRETE GAS ANT VP A5 (NBD) REMEDIAL SITE MONITORING WELL
0
\ \ CODNCR~TEED ~ ~ V g I K-FARM-EDGE - - - UGE -I - = UGE v BOLLARD Z§ U ^
BULKHEAD \ \ ? - u -
3.78 x AS AS ASW IN Jo p TRAVERSE $ Z W IL-J[ POWER POLE z Z
ELEC. SWITCH
WATER 3,-' ' J - UGG - - - UGG 3.54 _ ASW w RPZ SW OGAS VENT LIGHT POLE z Z W m 85 0-
T CON g 0 GAS VENT GUY WIRE N d d of
(SOLID) -2.43 x _ Y HYDRANT ® YARD INLET <
PUMPS ELEC. SWITCH 7ELEC. SWITCH V APPROXIMATE PUM GAS VENT t5 W LJC B-5 ® CLEANOUT < If > Y
LOCATION PAD \ HOIST PAD B_4 GAS VENT
OF WOOD -4 ELEC. _GE ELECTRIC VAULT LL I ¢ Z z
. -1 B 2 DOLPHIN ELEC. SWITCH Lj x - AGG - - - AGG SWI TC88 v - _ = - CRETE 11 -5 CONCRETE B$x SOIL BORING V H Z H
4.8-- ASW AIR SPARGE WELL Z ^ W o
B 3 6.24 Z
MUCK -12.21 x MUCK -12.06 x MUCK -12.43 x 2 6.24 6.24 VP VENT PIPING W d LL_ O
~SOLID~ -12.70 x SOLID -12.55 x MLID~ -12.79 x WOOD ALKWAY
BULKHEAD (MUCK) -14, x - .80 M K) x x - MUCK ASP AIR SPARGE PIPING x -13.82 ((SOLIDS BULKHEAD - SD SD - STORM DRAIN (n W Z Q z
(SOLID) -16.04 x x - .00 (WATER x -14.78 SOLID) x x -12.63 MUCK SURFACE)
x -13.15 (SOLID) PYLON PYLON (TYP) W WATER LINE 0 Q LL X
FENCE Q \_1 W
LL_ Z UGE - UGE - UNDERGROUND ELECTRIC Q
WATER - OHE OVERHEAD ELECTRIC O
WATER - UGG - - UGG - UNDERGROUND GAS (FUEL) Z O
w p W Li
AGG ABOVE GROUND GAS (FUEL) o Z
HANCOCK CREEK - W
x -15.68 (MUCK) - DITCH w Q D x -16.68 (SOLID) BRUSH LINE m
A x -16.01 MUCK x -15.62 MUCK x -16.49 MUCK x -16.51 MUD) x -16.08 SOLID
x -17.01 SOLID) A o
o
TREE CODE ID. NO. 80091 SIZE D SCALE:
FILE NO. -
x -15.65 MUCK PRJ. NO. 5226859 Sr. SPEC. NO. -
x -17.34 SOLID)
CONSTR. CONTR. NO.
N
O' 1 O 20' 3O' NAVFAC DRAWING NO.
12562089
HORIZONTAL SCALE: I"=10' C-001
4 SHEET Qj OF 2$
1 2 3 Plot Scale: 1:1 (PAPERSPACE)
4 OPMFORN REVISION JULY 2003 Drawing Filename:
12562089.dwg

1 2 3 4 5
NOTES: 17. CONTROL WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK k LEGEND:
WASHOUT, CHEMICALS, LITTER, AND SANITARY WASTE AT THE CONSTRUCTION SITE THAT t.
1. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS AND APPROVED PERMITS MAY CAUSE ADVERSE IMPACTS TO WATER QUALITY TO INCLUDE: REMOVE EXISTING LIMITS OF CONSTRUCTION •
ON THE JOB SITE AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK a) CEMENT AND PATCH (IF CONCRETE IS DISTURBED/REMOVED) MUST BE PROPERLY PIPING TO FLANGE.
REQUIRED TO PROPERLY CONSTRUCT THE WORK. MANAGED TO PREVENT STORMWATER CONTAMINATION IN THE EVENT OF A SPILL DEMOLISH
2. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, LINES OF CONCRETE WASHOUT SHOULD NOT BE ALLOWED TO INFILTRATE STORMWATER ,
REFERENCE, CONSTRUCTION STAKES, AND OTHER PERMANENT POINTS. PROPERTY IRONS, DRAINS/INLETS AND SHOULD BE PROPERLY DISPOSED OF. SEE STRUCTURAL DRAWINGS FOR ACTIVITIES PERFORMED
MONUMENTS AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR b) DEMOLITION AND CONSTRUCTION ACTIVITY MATERIAL/WASTE MUST BE DISPOSED • IN THIS AREA m
SHALL BE REPLACED BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S ACCORDINGLY. N!
EXPENSE. c) STAGED MATERIAL SHALL BE PROPERLY MANAGED TO PREVENT STORMWATER CONTAMINATION. SECONDARY CONTAINMENT STRUCTURES MUST BE SUFFICIENT SEE r
FOR ACTIVTEISA PERFORMED T/T : z
3. CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY DURING CONSTRUCTION FOR TO HOLD 110% OF LARGEST CONTAINER STORED. SEDIMENTATION AND EROSION CONTROL. , _ . IN THIS AREA ° N 12 12
D 18, THE NAVY BOAT DOCKS FUEL DISPENSERS (NBD) FUEL SYSTEM AND REMEDIAL SYSTEM
4. CONTRACTOR SHALL LEAVE ALL SOIL MATERIAL ON SITE. SHALL BE LOCATED AND PROTECTED FROM DEMOLITION WORK. THE SYSTEMS WILL 0' 10' 20' 30'
REMAIN IN CONTINUOUS OPERATION DURING ALL CONSTRUCTION ACTIVITIES. 2
5. EXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE LATEST OSHA REGULATIONS. ' 19, EXCAVATION SHALL BE HAND-DUG AROUND MONITORING WELLS. U HORIZONTAL SCALE: 110'
6. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE, UNLESS OTHERWISE NOTED. g
20. SOIL AND/OR GROUND CONTAMINATION MAY BE PRESENT IN THE AREA. } REMOVE EXISTING PUMP,
7. REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE LIMITS OF WORK DUE TO CONCRETE PAD, AND PIPING
CONSTRUCTION ACTIVITIES. 21. CONTRACTOR SHALL PROTECT EXISTING SUBSURFACE TIE RODS (NOT SHOWN FOR °Y.U" Kxv 4. 4~4 K ..I ° x
CLARITY). SEE SHEET S-102 FOR LOCATION AND COORDINATION. i.
8. ADJACENT DOCKS, BUILDINGS, AND FACILITY WILL REMAIN IN OPERATION. DO NOT BLOCK ACCESS
TO DOCKS, BUILDINGS, OR OTHER FACILITIES. N RW
r ' SEE MECHANICAL 9. CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH CONTRACTING OFFICER. DRAWINGS FOR F x
LAYDOWN AREA TO BE ADJACENT TO PROJECT SITE UNLESS SPECIFICALLY STATED OTHERWISE. I CONTINUATION OF CONSULTING STRUCTURAL ENGINEER .:.V
740 LORD DUNMORE DRIVE. SURE 101
10. LAYDOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF CONSTRUCTION WITHIN FIVE (5) WORK. ~ i PHOTO 1 VIRGINIA EFCR. JIRUINIA PHONE: (757) 4]4.0L6,2 FAR IISIj 474-0919
MILES OF PROJECT SITE. THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER FOR PHOTO
SPECIFIC LAYDOWN AREA NEEDS, LAYDOWN AREA REQUESTS, AND LAYDOWN AREA ASSIGNMENTS. \ C-002 01
11. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE DRAWINGS IS ONLY Dewberry
APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR sF Dewberry & Davis. Inc. '1 nEnvmns IHNE
ACCURACY THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING FFFF THE EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES AND PROPOSED UTILITY CROSSINGS IN gLALE 21X1 nALEIGH. NC 27W7 1R P K PHONE: 11 E~'23
FAX 919 2 .4F-M NLBELS hFOfi]J
THE FIELD PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER c0
IF ANY CONFLICTS ARE APPARENT OR IF THE LOCATION DIFFERS SIGNIFICANTLY ON THE PLANS. 0 ASPHALT
12. CONTRACTOR SHALL REMOVE FENCE AS SHOWN ON THIS DRAWING. WHEN FENCE POSTS ARE ON ASPIALT
CONCRETE PAVEMENT THAT IS TO REMAIN, CONTRACTOR SHALL CUT THESE FENCE POSTS FLUSH Y A ESS V ~ ~ xxx ! •''OE ~~d''•• •i
WITH EXISTING PAVEMENT AND FILL THE REMAINING POST WITH GROUT. ALL OTHER POSTS WITH \ 1 11E i~JQ -lt i • S q .
FOOTINGS SHALL BE REMOVED IN THEIR ENTIRETY. c r. •
C c~c m III\ to F. m ~ • • ~ IL APPROVED
13. IDENTIFY AND PROTECT EXISTING MONITORING (AIR SPARGE) WELLS. 0s' c c
14. ABANDONMENT OF REMEDIATION SYSTEM SHALL BE IN ACCORDANCE WITH GOVERNMENT CLOSURE ~F\ 0 PLAN AND SHALL BE COORDINATED WITH CONTRACTING OFFICER. SEAL y
0 0 ~
15. BURNING AT THE SITE IS NOT PERMITTED. '
0 EH
16. CONCRETE AND ASPHALT PAVEMENT ARE TO BE REMOVED, HAULED, AND PROPERLY DISPOSED OF 0 ! c ACTIVITY - SATISFACTORY TO
OFF SITE IN ACCORDANCE WITH FEDERAL AND STATE LAWS AND REGULATIONS. ASPHALT EQUIPMENT
PAVEMENT IS 4" THICK WITH 4° THICK AGGREGATE BASE. CONCRETE PAVEMENT IS 4" THICK WITH BUILDING 0 @ DATE
4° THICK AGGREGATE BASE. 12" TREE GF GRASS Q APPROVED
POINT #2
FILL REMAINING PIPE w AND INLET WITH GROUT 8" TREE 0 REMOVE EXISTING N 439661. 7 - FOR EFD FOR COMMANDER NAVFAC to-H
CHAIN LINK .Y cP ~I E 2642467.01 .
PROTECT EXISTING cC FENCE ELEV. 4,28' PHOTO 2
MONITORING WELL • ' ~~0 E ELECTRICAL SEE NOTE 19. RAWING FOR o L DATE O^/ A/E EFD C-002 PAK DESIGN
• EMOVE EXISTING ELECTRICAL
CUT AND CAP A~ ROXIMAT~TORAGE EXISTING PIPE EHO ATION OF DEMOLITION GAS VENT REMOVE EXISTING PISH DRAWN
HE AIWILDINGS . RASS TOP 3.19 TOP 3.19 O PUMP, CONCRETE SDH REVIEW INV 0.29 PAD, AND PIPING `.v CHB oG
TREEVB„EXSTING PIPE INLET~m~0 ) ASPHALT ( NV 0.29 o SUMP REMOVE EXISTING CHB CHIEF ARCH./ ENCR.
~~G~055 ti~ ASW PUMP cc PROJECT MANAGER SDH HOIST AND ALL
APPURTENANCES ~4. R°.. FIRE PROTECTION ONE, - BRANCH MANAGER
THE oHEI__ DESIGN DIRECTOR
V ~ CLEAR MECHANI~I oNE s
AND E REMOVE EXISTING ASPHALT - D DRAWIN S Z
GRUB) PAVEMENT AND AGGREGATE (NOT 0 9S tTYP B REMOVE EXISTING / 6" TREE APPROXI TE ALL HATCHING SHOWN FOR CLARITY VENT ( U Z
TREE LOCATION OF ) I I Z W
' FLLUM RET ASPHALT EN O PIPN~ REMO 1L c o ASW Z_
SEE STRUCTURAL 01 SEE MEC IOAL w J
DRAWINGS FOR c-502 w AS GAS VENT z Z W Co d t= z - -
DEMOLITION IN TEMPORARY CONTINUATION FT~W RK. I~ O 1 ° Lv ~
THIS AREA (TYP)I / EMOVE STORAGE REMOVE b PROTECT ASW REMOVE EXISTIN XISTING PIP BUILDINGS w A~ VENT EXISTING EXISTING AIR wCD CONCR E CURB
VP w LL-
0S ATSRGUARD SHACK REMOVE MOVE EXISTING CONCRETEE~iTPOF MP SPARGE WELL V VP EXISTING A VENT. GRASS Y Z J
ABANDONED ONCRETE CURB GUARD F REMOVE EXISTING BLDG a
SHACK CONCRETE BOAT BLDG 3963 z W < BOAT
REMOVE EXISTING EDGE OF RAMP SUPPLY NAVY BOAT DOCKSM J O
CONCRETE CURB REMOVE EXISTING APAV LLEHATCHI(NNOT~~ ~A~ VENT SUPPLY STORAGE FUEL DISPENSERS" C) W V)
CONCRETE PAVEMENT STORAC AND FLUME N SHOWN FOR (NBD) REMEDIAL SITE M _ - L`'I LL- Z
INED AGGREGATE (NOT CONCRETE AS NT R VP O A
ETE ATCHING SHOWN
BULKHEAD FOERI Y) K~AV~~NE~ FUEL UGE HGE G
REMOVE EXISTING CD o lid D N W z a O 2 F Q W LL- Ld
BROKEN CONCRETE ELEC. SWITCH wo RAW ASW 4.. G.
WATER ' PAVEMENT AND c~ ASW • REMOVE EXISTING RPZ OGAJ VENT N $ .E Q LL. N
AGGREGATE (NOT ALL I CHAIN LINK Q
` HATCHING SHOWN p FENCEV PARR HYDRANT .FOR CLARITY) SWITCH LEC. SWITCH O GAS VENT F
b,AAPPROXIMATE 02 03 VENT z U O
LOCATION c-oat H IST P G-002 REMOVE EXISTING GAS VENT W 0 ~
OF WOOD REMOVE EXISTING CONCRETE PAD
DOLPHIN PUMP, CONCRETE ELEC. SWITCH ~ISNgI / - - UGE CONCRETE ° Z W
PAD, AND PIPING - /G REMOVE EXISTING CONCRETE PHOTO 3 = of °
PUMP, CONCRETE 03 Q C-002 w A
PAD, AND PIPING r 0
b SEE STRUCTURAL WOOD ALKWAY CODE ID. NO. 80091 SIZE D
DRAWINGS FOR BULKHEAD SCALE:
REMOVE EXISTING LIMITS OF ` DEMOLITION IN HOIST AND ALL ' SEE STRUCTURAL BULKHEAD FILE NO. -
DRAWINGS FOR PYLON N THIS AREA (TYP.) CONSTRUCTION APPURTENANCES PYLON (TYP) T. PRJ. NO. 5226859
~P•) / ADEM REO (rOP) IN THIS SPEC. NO. -
CONSTR. CONTR. NO.
SEE ELECTRICAL z WATER DRAWING FOR NAVFAC DRAWING NO.
ELECTRICAL WATER 12562090
DEMOLITION SHEEP 06 OF 28
/1
U-UUL
rv c
Plot Scale:
1 2 3 4 Dft WFORM REVISION JULY 2003 1:1 (PAPERSPACE) Drawing Rename:
12562090.dwg
Q
Y C
C N
0.

1 2 3 4 5
GENERAL NOTES:
EROSION CONTROL AND CONSTRUCTION SEQUENCE: 1. TOTAL DISTURBED AREA = 0.21 ACRES.
LEGEND:
1. NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES MAY BEGIN 2. CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY/ALL DEWATERING TO MCAS CHERRY POINT IWTP. CONTRACTOR SHALL CO( R SHALL COORDINATE CONSTRUCTION ENTRANCE
UNTIL ALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN DISPOSAL WITH CONTRACTING OFFICER. INSTALLED IN LOCATIONS AS SHOWN ON THE CONTRACT DRAWINGS. IF CLEARING IS
REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHALL 3. CONTRACTOR SHALL HAUL OFF-SITE CONCRETE, ASPHALT, AND AGGREGATE BASE COURSE, AND LEGALLY DISPOSE OF OFF BAS
BE INSTALLED FIRST. THE NECESSARY LAND DISTURBANCE ACTIVITIES REQUIRED ALL OTHER SOIL MATERIAL TO REMAIN ON-SITE. IF ADDITIONAL SOIL REMAINS AFTER GRADING, CONTRACTOR SHALL BERM AN[ OF OFF BASE PROPERTY. SILT FENCE OUTLET
FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED. AT THE DISCRETION OF THE CONTRACTING OFFICER. LL BERM AND SEED ON-SITE
SILT FENCE SF
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCING, GRAVEL SILT FENCE 4. CONTRACTOR SHALL NOT DAMAGE EXISTING ASPHALT PAVEMENT TO REMAIN. ANY DAMAGE DURING CONSTRUCTION TO THE ASPF TO THE ASPHALT PAVEMENT TREE PROTECTION FENCE TP
OUTLET, WATTLE, AND TREE PROTECTION. SHALL BE REPAIRED BY THE CONTRACTOR TO EXISTING OR BETTER CONDITION AND APPROVED BY THE CONTRACTING OFFICER. NG OFFICER. F
LIMITS OF CONSTRUCTION
RESPONSIBILITY OF THE CONTRACTOR. TO ONE (1) FOOT BELOW GRADE. CONTRACTOR SHALL DRILL 1" HOLES IN VAULT FLOOR AND PLACE SELECT FILL FABRIC OV R SHALL CUT VAULT WALLS D
D 3. INSTALL TURBIDITY CURTAIN. DESIGN/PLACEMENT OF TURBIDITY CURTAIN IS THE 5. SEE SHEET E-01 FOR ELECTRICAL DEMOLITION. AFTER ELECTRICAL EQUIPMENT HAS BEEN REMOVED, CONTRACTOR SHALL CUT L FABRIC OVER HOLES. TURBIDITY CURTAIN -
4. BEGIN SITE STRIPPING, EXCAVATION, AND CONSTRUCTION WITHIN LIMITS OF VAULT SHALL BE FILLED WITH SELECT FILL MATERIAL, ONE (1) FOOT OF TOP SOIL AND SOD ACCORDING TO SPECIFICATIONS. 'IFICATIONS.
CONSTRUCTION. 6. CONTRACTOR SHALL PROTECT EXISTING SUBSURFACE TIE RODS (NOT SHOWN FOR CLARITY). SEE SHEET S-102 FOR LOCATOOf BRUSH LINE
-OR LOCATION AND TOP 4.61 INV 0.01 JUTE MATTING
5. PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATIONS IF THE COORDINATION. AREA IS TO REMAIN UNDISTURBED FOR MORE THAN 15 WORKING DAYS OR 30
CALENDAR DAYS, WHICHEVER IS LESS. PROVIDE PERMANENT SEEDING OR SOD (AS WATTLE
SPECIFIED IN PLANS) WITHIN 15 WORKING DAYS OR 60 CALENDAR DAYS,
WHICHEVER IS LESS OF ESTABLISHING FINAL GRADES. SLOPES SHALL BE SEEDED RIP-RAP
WITHIN 21 CALENDAR DAYS.
Yaaa~a~a N RW 0
6. INSTALL PERMANENT EROSION CONTROL MEASURES: RIP-RAP STABILIZATION AND 0 DIRECTION OF FLOW CONSULTING STRUCTURAL ENGINEER
PERMANENT SEEDING WITH ROLLED EROSION CONTROL PRODUCT. 6 74B LORD DUNMORE DONE SUITE 101
7. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE CONSTRUCTION \ ' c SPOT ELEVATION X ELEV. VIRGINIA eEAOH, MGINIA 23464 PHONE: (7M 4]40812
IS COMPLETE AND SITE HAS BEEN STABILIZED WITH APPROVAL FROM THE \ \ / a FAX (T 51) 47419
CONTRACTING OFFICER. \ \ / / ``1
o • Dewberry*
8. THE CONTRACTOR SHALL CONDUCT PROJECT NPDES INSPECTIONS OF EROSION \ yF nc~
CONTROL MEASURES AND STORM WATER OUTFALLS WEEKLY AND AFTER EVERY RAIN • , 1 o N Dewberry & Davis, Inc.
EVENT OF 0.5" OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED AS t SPECIFIED IN THE NCDENR EROSION & SEDIMENT CONTROL PLANNING AND DESIGN \ ; • c~ 0' 10' 20' 30' MONE 819PB1~ FAY:91B~1R0 xceassF~vB
MANUAL. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE ~c ASPH ASPHALT
RAINFALL MONITORING. THE CONTRACTOR SHALL MAINTAIN THESE RECORDS AT THE \ I HORIZONTAL SCALE: 1"=10'
ON-SITE OFFICE UNTIL AUDIT BY REGULATORY AGENCIES. NPDES INSPECTIONS ARE \ \ ~S \ ! ASPHALT
REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY 95% VEGETATIVE GROWTH \ r 1` o•°J*\\M ~ A RD!°,~•• .`~•p~t' ~FESS/p~y••
FOR ALL AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTRACTOR SHALL \ \ \ \
REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. \ \ ' 1~ c ~ P 023121
6T) its
C 9. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-JITE. IF \ oy~' ST, THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE ' b
INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY
TO STOP SEDIMENT FROM LEAVING THE SITE. 0
WV v SEAL APPROVED
FH
V Q c °
EQUIPMENT ACTMTY - SATISFACTORY TO
I V BUILDING @0
~ 12" TREE \ ? DATE GRASS Q APPROVED
POINT #2
N 439661. 7
l 8° THE ° \ CONSTRUCTION o \ ENTRANCE ~ ~ ~ ~ E 2642467.01 OR EFD OR OMMANDE NA
ELEV. 4.28'
~ I I DATE
A/E EFD
TREE ? A~ ROXIMATE \ PROTECTION LO ATION OF PROTECT EXISTING\ IIw ' GAS VENT PAK DESIGN I ' I I
D MONITORING WELL / FENCE (TYP.) HE TT rp A GRASS TOP 3.19 0 JSH DRAWN
N o~ w? b TREE \ PIP IN LE '•~.r.. 0000010 8 ' INV 029 _ 4 SDH REVIEW
' 0c SUMP ' CHB
SEE iNSL`T A o TIP \ STOCKPILE I oyF ASW PUM sum yy PUMP - CHB CHIEF ARCH./ ENGR.
FOR WATTLE 1 AREA PROJECT MANAGER SDH ILT FIRE PROTECTION
LOCATION \ (TEMPORARY) TEMPORARY SILT • ® ~ ~ ~ ENC) OUTLET
JUTE MATTING I .43 j 1 &A, \ w r - I OHEI-'~ \ BRANCH MANAGER I L _ - - DESIGN DIRECTOR
\ SLOPE RIP-RAP SODJ S ~w
AROUND END OF , c, VE D
U
B \ BULKHEAD FROM 8 / ELEVATION 2.50' 5 \ 4.46 4X T E (STING TING ASW u Z Z LJ
GRADE EXISTING / I x 3.15 M \ , I I GAS V'EN~\ \ \ TO / AS AS GAOS VENT w H J M Z \ 4 Z Z W ~ d
\ ANCHOR --~24„ THICK, CLASS BRIP-RAP, PROTECT N EXISTING AIR ASW I w O
\ 3 WIT* FILTER FABRIC SPARGE WELL C A`VENT I y a d x
\ ,3 \ UNDEki4k H. TOP OF RIP-RAP l E u- G VP -7-C GRASS y a F-
i A DER TOP OF ^ELEVAT ION`-S~ LL BE FLUSH V /pGE OF BULKHEAD WITH SOP OF ULKHEAD. 4.35' X CA I EN
r ,2 - - i~ , SOD J- - 4.01 x MATCH EXISTING ~c ELEV. 2.50' - - - - - ` - - - - GRADE o Y
Xcr CC_ 0 ) I BLDG 3963 y Ld Q Z Z
? \ i \ 4~I I ELECTRICAL VAULT OAT O U 'AULT \ SUPPLY NAVY BOAT DOCKS F- U Ld
\ d\ g x w TO BE ABANDONE )ONE 'A VENT STORAGE FUEL DISPENSERS ® J O
` -1.00 ' 4'2 4.291 CD SEE GENERAL NOT E T NOT (NBD) REMEDIAL SITE Z ~ W V)
SEE STRUCTURAL SURFACE) \ GAS ' V . ~ ~ MATCH GRADE\TO TOP OF ¦ VP - y~ W a 0
DRAWINGS FOR NEW BULKHEAD ELEVATION.\SEE N,
WATTLE (fYP.) SEE WORK • ST UCTURAlr DRAWINGS ` K ARMr ticE - - - ucr .I d
SHEET C-004 FOR ` FO%ULKH r DETAILS. TEMPORARY 3.78 to AS ASW AS ® =
EE~L1Sr - - ASW ASW Q LL C7
WATER • J SODZ SILT FENCE3.54 - t ASW W ® ~RPZ OGAS VENT Q LL_ Y Z
LL_ Z C)
1.75' (SOLID) Y lc V YA~p HYDRANT-/ 0 GAS VENT Q
• °p APPROXIMATE \ r I CtS VENT 2
1'58• LOCATION MATCH EXISTING GAS VENT ¢ ~ O p
\ OF WOOD -4,\` \ \4~ GRADE
DOLPHIN UGE • _ - CONCRETE W LL- U)
CO TOP OF 4.~8-----------------4- CONCRETE-5 J o WQ
BULKHEAD 8 ~O
A R ,50' LIMITS OF ? ~ ELEV. 5(610fCK 1 - 6.24 6.24 Q a ~ w
E OF ` CONSTRUCTION (1YP.) (SOLID SO 1 WOOD ALKWA 0 OOD ALKWAY x - MUCK CODE ID. N0. 80097 SIZE D
x - 80 M K) x -13.82 ~SOLID3 BULKHEAD
¦x - .00 (WATER x • \ ? SOLID -16.04 x x -14.78 SOLID) SCALE:
x -12.63 MUCK ~SURFAGE) x -13.15 SOLID) ? \ TOP OF TOP OF INSET A - WATTLE LOCATION % 7ELEV. EAD BULKHEAD FILE NO. PYLON (TYP) . PRJ. NO. 5226859
SPEC. NO. -
N 5.50' ELEV. 5.50' CONSTR. CONTR. NO.
0' 10' 20' 30' TURBIDITY CURTAIN • \ STURAL
P ROVIDED FOR BID DRAWINGS FOR NEW WATER NAVFAC DRAWING NO.
PURPOSES ONLY BULKHEAD WORK WATER 12562091
HORIZONTAL SCALE 110' " (TYP•) - - - - - - - - - - - ~ a SHEET 07 OF 28
HANCOCK CREEK
C-003
Plot Scale: Y e Y
1 2 3 4 O WFORM REMON JULY 2003 1:1 (PAPERSPACE) Drawing Rename: X*QDOX&9
12562091.dwg

1 2 3 4 5
SEEDING SCHEDULE IN COASTAL AREAS SOD SCHEDULE
FERTILIZER 2 IN 2' UP SLOPE STAKE
LIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE DATE TYPE PLANTING RATE 5-10-10 BLEND LIMESTON LIMESTONE UNDISTURBED AREA
KINDS OF MATERIALS TO BE APPLIED PER ACRE:
APR. 1 - JULY 31 BERMUDA GRASS SOLID SOD 270 LBS./ACRE 4000 LB. 4000 LBS./ACRE XXXXXXXXXXXX
1, 1 12' DOWN SLOPE STAKE
TEMPORARY SEEDING 1. MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY.
FERTILIZER STORE IT IN THE SHADE DURING INSTALLATION. DATE TYPE PLANTING RATE 10-10-10 BLEND LIMESTONE STRAW MULCH
DEC. 1 - APR.15 RYE (GRAIN) AIN) 120 LBS./ACRE 750 LBS./ACRE 2000 LBS./ACRE 4000 LBS./ACRE 2. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. MATTING
KOBE R LESPEDEZA * 50 LBS./ACRE DURING THE SUMMER, LIGHTLY IRRIGATE THE SOIL, IMMEDIATELY BEFORE LAYING CROSS SECTION D
D THE SOD TO COOL THE SOIL AND REDUCE ROOT BURNING AND DIEBACK.
APR. 15 - AUG. 15 GERMAN MILLET 40 LBS./ACRE 750 LBS./ACRE 2000 LBS./ACRE 4000 LBS./ACRE 3. DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN
TREATED RECENTLY WITH STERILANTS OR HERBICIDES. JUTE MATTING
AUG. 15 - DEC. 30 RYE (GRAIN) 120 LBS./ACRE 1000 LBS./ACRE 2000 LBS./ACRE 4000 LBS./ACRE 4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER
STRIPS IN A BRICK-LIKE PATTERN. BE SURE THAT THE SOD IS NOT FLOW
PERMANENT SEEDING STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE BUTTED TIGHTLY y
FERTILIZER TO PREVENT VOIDS. USE A KNIFE OR SHARP SPADE TO TRIM AND FIT
DATE TYPE PLANTING RATE 10-10-10 BLEND LIMESTONE STRAW MULCH IRREGULARLY SHAPED AREAS.
APR. 1 - JULY 15 PENSACOLA BAHIAGRASS 50 LBS/ACRE 500 LBS./ACRE 3000 LBS./ACRE 4000 LBS./ACRE 5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR N RW
FEB. 1 - MAR. 31 CENTIPEDEGRASS 5 LBS. ACRE TO THE SLOPE. ON SLOPES 3: 1 OR GREATER, OR WHEREVER EROSION 6' (MIN)
GERMAN MILLET 10 LBS./ACRE MAY BE A PROBLEM, SECURE SOD WITH PEGS OR STAPLES. CONSULTING STRUCTURAL ENGINEER
r ]aB LOAD DUNMOiIE DRIVE, 9UI1E 101 DOWN
6. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, SLOPE ` VIRGINIA BEACH, VIRGINIA, 2u f PHONE PSn 4]a-oe12 STAKE _ FAX: VSn 474 19
ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL.
* OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. 7. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD. SEE INSET A AND B
QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST. Dewberrye
8. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS < r > = ` Ti Dewberry & Davis, Inc. 2tp1 RIXN'OOS eRVE
TAKES ROOT. THIS CAN BE DETERMINED BY GENTLY TUGGING ON THE ~ N sH f! oma- Vl.. RIONE Fi.tQZ3
2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED. SOD-RESISTANCE INDICATES THAT ROOTING HAS OCCURRED.
UP /2' (MIN) NCa1H•~R SLOPE
3. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE 9. CONTRACTOR SHALL PLAN ON WATERING 0.5 INCHES EVERY THREE DAYS WITH STAKE r CeAUq~
GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT A MINIMUM OF 1.0 INCH PER WEEK FOR A DURATION OF MINIMUM TWO WEEKS
PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED. UNTIL THE GRASS IS ESTABLISHED AND ACCEPTED BY THE CONTRACTING OFFICER. ,,o.•o% FfSS,oy
T CHANNEL BOTTOM WIDTH Z~'4Q ~f
4. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 SQ. FT.). 10. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY PLAN VIEW 023121
C HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND CRITICAL HABITAT AREAS. ROOTED, USUALLY 2-3 WEEKS. 5. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR
FIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION. NOTES:
1`,,:+;2ii\S~`',''O~ `t0
6. PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN UNDISTURBED FOR MORE THAN 15 - 1. USE MINIMUM 12 INCH. DIAMETER EXCELSIOR APPROVED SEAL
WORKING DAYS OR 60 CALENDAR DAYS, WHICHEVER IS LESS. PROVIDE PERMANENT SEEDING WITHIN 15 WORKING DAYS OR 60 CALENDAR WATTLE.
DAYS, WHICHEVER IS LESS, OF ESTABLISHING FINAL GRADES. SLOPES SHALL BE SEEDED WITHIN 21 CALENDAR DAYS. % i 2. USE 2 FT. WOODEN STAKES WITH A 2 IN. NOMINAL ACTIVITY - SATISFACTORY TO
\ CROSS SECTION. j 1 7
3. ONLY INSTALL WATTLE TO A HEIGHT IN DITCH SO DATE ' FLOW WILL NOT WASH AROUND THE WATTLE AND APPROVED
it it U.,1 %1~ x,11 SCOUR DITCH SLOPES AND AS DIRECTED.
STEEL POST STAKES STAPLES i/ 4. INSTALL A MINIMUM OF 2 UP SLOPE STAKES AND FOR EFD FOR COMMANDER NAVFAC
4 DOWN SLOPE STAKES AT AN ANGLE TO WEDGE
INSET 'A INSET B WATTLE TO BOTTOM OF DITCH. DATE
VARIES (8' MAX.) F 3'-0" MIN. WIDTH 5. PROVIDE STAPLES OF 0.125 IN. DIAMETER STEEL A/E EFD
FILTER FABRIC WIRE FORMED INTO A U SHAPE NOT LESS THAN 12 PAK DESIGN
STAY WIRES MIN. o FILL SLOPE IN. IN LENGTH. JSH DRAWN
14 GAUGE'S - M W SDH REVIEW 6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR CHB OC
7 - N FOOT ON BOTH SIDES OF WATTLE AND AT EACH CHB CHIEF ARCH./ ENGR.
~ Q ° GROUND LINE Lo M1 Ear 3 ~ END TO SECURE IT TO THE SOIL. SDH CTION MANAGER
w ~ - PROTE PROTECTION
TYPICAL WATTLE DETAIL (TEMPORARY) FIRE PROJECT BRANCH MANAGER
z ANCHOR FILTER FABRIC MIN. 8" DEEP N.T.S. DESIGN DIRECTOR
4" & 4" FORWARD ALONG
THE TRENCH STEEL FENCE POST Z
WIRE FENCE U
B ELEVATION SECTION / ~lyjN HARDWARE CLOTH Q Z w
~5 T O kFEA 20 so, z Z
GENERAL NOTES ~oll seG/ ell S FILTER OF 1" DIA. WASHED STONE FILTER FABRIC Z Etl Z LU M
1. SILT FENCE SHALL BE INSTALLED OUTSIDE TOE OF EARTHFILL EMBANKMENTS, MAY ALSO BE 0~F ° MFNT NFIC/FNT ON GROUND z O
INSTALLED AROUND ALL STORM DRAIN INLETS, & MANHOLES AS DIRECTED. GAP ~G ° ° ° S/Te W a CL N if
2 WIRE GALL 6E A MINIMUM OF 36" IN WIDTH AND SHALL HAVE A MAXIMUM MESH AS REQ'D w Li O
SPACIN OF SECTION BURY WIRE FENCE AND Y J HARDWARE CLOTH < W Q Z O
3. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED
SECURELY TO THE WIRE. z ° Z U w F F- Z O
FILTER OF 1" DIA. Z L J F U
4. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF SELF-FASTENER ANGLE STEEL TYPE. (o ry WASHED STONE
O W d u- zo
5. IF SUPPORT WIRE IS NOT UTILIZED, THE MAXIMUM SPACING BETWEEN STEEL POSTS 2-3" COARSE AGGREGATE
SHALL BE 6FT. NOTES:
1, GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA WHERE VEHICLES <.<::r:..... fir.:... LLI Z LLJ
CAN DROP THEIR MUD AND SEDIMENT TO AVOID TRANSPORTING IT ONTO LL-
PAVED STREETS, TO CONTROL EROSION FROM SURFACE RUNOFF, AND NOTE: TO HELP CONTROL DUST. I~.,'<:'<=:::::::.~::::;,'st~:•:fr.'.:::•<:..~~:~~~~~~:: SILT FENCE LL- z
THE FILTER FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS 2. FABRIC MAY BE ADDED UNDER THE STONE WHICH MAY ADD TOTAL LIFE END OF d <
E z PLAN VIEW FILTER of Q m: 0
TO THE CONSTRUCTION ENTRANCE. A) EOS IS NOT LARGER THAN U.S. STANDARD SIEVE NO.30 FABRIC Z O
B) GRAB STRENGTH 90-120 LB 3. 4" OF SCREENING SHALL BE PLACED ON TOP OF ASPHALT - UNDER 4' MIN. w U
CONSTRUCTION ENTRANCE. w O L-
MAINTENANCE: o Z L
MAINTENANCE: 1. INSPECT TEMPORARY ENTRANCE/EXIT PAD ONCE PER WEEK
A 1. INSPECT SILT FENCE ONCE PER WEEK AND AFTER AND AFTER EVERY RAINFALL. TOP OF SILT FENCE a A
EVERY RAINFALL WITHIN 24 TO 48 HOURS. 2. REPLACE GRAVEL PAD WHEN AGGREGATE IS CLOGGED WITH MUST BE AT LEAST o 1' ABOVE THE TOP
2. PERIODICALLY REMOVE ACCUMULATED SEDIMENT AND SEDIMENT AND/OR WHEN SEDIMENT IS BEING TRACKED ON OF THE WASHED CODE ID. NO. 80091 SIZE D
REPAIR ANY DAMAGE TO FENCE. ROADWAY. STONE SCALE:
3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, FlLE NO. -
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. STEEL FENCE POST PRJ. NO. 5226859
SET MAX. 2' APART 6 `BURY WIRE FENCE, FILTER SPEC. NO. -
FRONT VIEW FABRIC, AND HARDWARE CONSTR. CONTR. NO. CLOTH IN TRENCH
TYPICAL SILT FENCE DETAIL TYPICAL CONSTRUCTION ENTRANCE DETAIL
FAIL TYPICAL GRAVEL SILT FENCE OUTLET NAVFAC DRAWING NO. 12562092
(TEMPORARY)
(TEMPORARY) SHEET 08 OF 28
N.T.S (TEMPORARY) N.T.S. N.T.S.
N.T.S. - 004
OMWFOW REVISION JULY 2003
1 2 3 Plot Seale: 1:1 (PAPERSPACE)
Drawing Filenome:
12562092.dwg

1 2 3 4 5
BUOY (TYP.) ATTACH LINES TO 0
22 OZ. NYLON STRESS PVC SLOT FLOATATION SHACKLE
REINFORCED VINYL BAND CONNECTOR STANDARD CONTAINMENT AUTO AUTOMATIC FLASHING LIGHT NOTES:
SYSTEMS LIGHT BUOY (ON (ON AT DUSK-OFF AT DAWN)
---F 1. TURBIDITY CURTAIN SHALL BE DESIGNED BY PROFESSIONAL
2'1 MIN. ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA. DESIGN 2 MIN. SHALL BE BASED ON SITE CONDITIONS AND PROJECT o
REQUIREMENTS. PROFESSIONAL ENGINEER SHALL CONDUCT SITE FL
VISIT PRIOR TO DESIGN OF TURBIDITY CURTAIN. DESIGN OF THE D
D ~ ANCHOR (AS RECOMMENDED TURBIDITY CURTAIN IS THE RESPONSIBILITY OF THE CONTRACTOR.
DEPTH ACCORDING TO NEED BY THE MANUFACTURER) 5' 5' WATER SURFACE
2. CONTRACTOR SHALL FOLLOW MANUFACTURER'S
RECOMMENDATIONS FOR INSTALLATION.
3. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. ANCHORING SHOWN IS APPROXIMATE ONLY.
RTAIN 4. SPACING BETWEEN BUOYS SHALL BE DETERMINED BY
5/16 VINYL COATED CABLE V5 16 IN. RIVER BED CURTAIN MIN. 12" MANUFACTURER.
(ON BOTH SIDES OF CURTAIN #24 SAFETY HOOK /STRESS PLATE LAP LINK CHAIN
TO REDUCE STRAIN) VARIES 5. TURBIDITY CURTAIN SHALL BE COMPLETELY CLOSED PRIOR TO N RW
BEGINNING ANY DEMOLITION/CONSTRUCTION. CONSULTING STRUCTURAL ENGINEER
6. CONTRACTOR SHALL VISUALLY MONITOR TURBIDITY INSIDE AND 7QLCRDOUNMOREDWVE,WI EIGI
OUTSIDE OF TURBIDITY CURTAIN. P NE.V n4474 2
TURBIDITY CURTAIN PANEL SECTION FAX: (ISh 4740919
7. CONTRACTOR SHALL CONTACT CONTRACTING OFFICER AND MCAS
CHERRY POINT EAD IMMEDIATELY IF TURBIDITY ESCAPES THE DewberrV~
TURBIDITY CURTAIN. 7 Dewberry & Davis, Inc. zim nExwwDSOxve
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PLA APPROVED /PLANT CANOPY, DRIPLINE
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DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH VARIABLE A'. .-VARIABLE AS DIRECTED BY THE ENGINEER HIGH - TENSILE STRENGTH, A/E
POLY BARRICADE FABRIC (TYPICAL) A EFD
J PAK DESIGN EXISTING PLANT JSH DRAWN
LIMIT OF CANOPY, DRIPLINE SDH REVIEW
L L L L L L L LL LL L L -L-L- MIN. 12- MIN. 12-1/2 GA. / 0 CHB 00 WIRES 41 CHB CHIEF ARCH./ ENGR
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ANCHOR NETTINGiq OVERLAP../ L L L L L °0` gill ORANGE, PROJECT MANAGER SDH ORANGE, UV RESISTANT,
IN A 6" TRENCH JOIN STRIPS BY ANCHORING HIGH - T HIGH - TENSILE STRENGTH, FIRE PROTECTION
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MAINTENANCE: WARNING S N
D 1. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST PLAN VIEW OF PROTECTIVE FENCING U
B WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) AROUND SINGLE TREE- EXPAND AS NECESSARY Z W B
RAIN FALL EVEN REPAIR IMMEDIATELY. NOTES: 1. ALL PLANTS TO BE SAVED SHALL BE Z
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EROSION MUST NOT OCCUR BENEATH THE RECP. IN THIS DETAIL. 40 Z d
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3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE 2. CONTRACTOR SHALL INSTALL FENCING CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. PRIOR BEGINNING ANY CONSTRUCTION 41, <
OR GRADING ACTIVITY. 3 TREE PROTECTION AREA uj LL
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE 3. CONTRACTOR SHALL CALL FOR INSPECTION 4 18 (If Q Y
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REFER TO PLAN BELOW. OVER JOINT, FOR DETAILS
EXISTING STEEL REFER TO S-503.
[25] EXISTING TIEROD SHEET PILE
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1k~0 EXISTING STEEL SHEET PILE ........n .x::x::x
v EXISTING STEEL n n
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CONSULTING STRUCTURAL ENGINEER
EXISTING CHOCK 748 LORD DUNMORE DRIVE SUITE 101 (7 VIRGINIA, 23404 VIRGINIABEACH
PROVIDE 10" x 12" CHOCK PHONE. (7" 4]4012 FAX'. 474 0919
rc P~ ti PROVIDI PROVIDE 180j PROVIDE 10" x 12" EXISTING TIMBER PILE
TIMBER TIMBER PILE [5.5'] CHOCK
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Al/S-302 (TYP) DATE
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I
IjI III 6'- i FOR EFD FOR COMMANDER NAVFAC
0" IiI 5'-3°° I I 5' 6" I I 5'-6" 6 2„
7'-4" III 7'-5" II'I 5-3" I'I 6' 0" 11 EXIST TIEROD (TYP) DATE
2'-9"f 3'-5"f I , » I A/E EFD
13-0"t 3-0"tl, i 3'-0"tl! I! 2'-9"f '-9"f I I I 2 -5 t I KMR DESIGN -EXIST STEEL TTA DRAWN
SHEET PILE (TYP) JBW REVIEW
l ! li I IiI KMR GC
I KMR CHIEF ARCH./ ENGR.
I I!, I IiI PROJECT MANAGER KMR
tiF~ oA / jl I I; I I; I FIRE PROTECTION
lil I%I 10`~' BRANCH MANAGER
%I I I I I TYPICAL @I Cl I I I;I REFER TO PARTIAL DESIGN DIRECTOR TIEBACK I; S-302 III PLAN ABOVE
III I I I;I I!I
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1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSION Q ui~LL z0
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-J o~ PROVIDE 10 x 12' o w zz
2. FOR SITE CONSTRUCTION REFER TO CIVIL PROVI E 4" x 12" o PROVIDE 12 x 12" 1P2° x 12° CHOCK (TYP) o o L Y
DRAWINGS. SPACE (TYP) o WALE (TYP) X Q LL
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FILE NO.
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SPEC. .
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0 1' 2' 4' SHEET 12 OF 28
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DR WFORM REVISION JULY 1003
Plot Scale:
1 2 3 1:1 (Paper Space) Drawing Filename:
10045_S 103.dwg

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EXISTING CHAIN LINK
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401-5"±
ELEV. +0.25± MEAN HIGH WATER ~ EXISTING MZ27 STEEL OIL SHEET PILES NRW
ELEV. -0.36± MEAN LOW WATER CONSULTING STRUCTURAL ENGINEER 748 LORD DUNMORE DRIVE, SUITE 101
EXISTING 2-12"± VIRGINIABEACH, VIRGINIA, 23464
PHONE'. (7" 4744612 FAX'. (7" 474 0919
CHANNEL WALE
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DATE
TYPICAL EXISTING CROSS SECTION
SCALE: 1/2" = 11-0" 1 APPROVED S- 1 02 C 1 FOR EFD FOR COMMANDER NAVFAC
DATE
A/E EFD
KMR DESIGN
TTA DRAWN
JBW REVIEW KMR GC
NOTE: KMR CHIEF ARCH./ ENGR.
THESE CROSS SECTIONS ARE INTENDED TO DEMONSTRATE ONLY THE GENERAL NATURE OF THE EXISTING CONDITIONS AND ITEMS TO BE DEMOLISHED. PROJECT MANAGER KM R
THE CONTRACTOR SHALL PERFORM FIELD SURVEYS/VERIFICATIONS AT HIS/HER OWN DISCRETION AS REQUIRED TO PERFORM NEW WORK. FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
z
B 2'-0° B z LLj U
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FILE NO.
G RAP H I C SCALES SPEC.JNOO 5226859
CONSTR. CONTR. NO.
SECTION SECTION 0 1' 2' 4'
1/2" - 1'-0" NAVFAC DRAWING NO.
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SHEET 13 OF 28
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10045_S301.dwg

1 2 3 4 5
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3
REFER TO S-302
NOTE:
3'-0" FOR DETAILS NOT CALLED FOR REFER TO A4/S-302
FOR GRADING & DETAILS, REFER
10"
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D
BROOM FINISH TOP OF CONIC D
PROVIDE 18"0 TIMBER
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AT RECESSES
WORKING POINT l WORKING POINT
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M l'-9" LAP N RW
CL OF EARTH ANCHOR TIEBACK
i CONSULTING STRUCTURAL ENGINEER
748 LORD DUNMORE DRIVE, SUITE 101 !I I' VIRGINIABEACH, VIRGINIA, 23464
PHONE'. (7" 4744612 I ° ° o. I I 14-#8 CONT UON 30' (TYP UON) FAX. psi 4]4-0919
PROVIDE AZ18 STEEL EXISTING TIE ROD
PILE EXISTING WALE EXISTING TIMBER PILE
\--CUT NOCH IN SHEET PILES AT
EXISTING MUDLINE
ELEVATION VARIES EARTH ANCHOR 1~„ TIEBACK TO PROVIDE 1" MIN.
CEAR AROUND SLEEVE FESS7
TIEBACK PROVIDE 1 Y"O MAX. HOLES
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-"iii I I ~I I III I II I C IITiI~ CL AZ 18 STEEL SHEET PILES C
EXISTING STEEL SHEET
PILES
12-20-2010 SEw
2'-2" APPROVED
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SCALE: 3/8" = 1'-D" S-103 V I SCALE: 3/ SCALE: 3/4" = 1'-0" S-302, S-503 C4 DATE
APPROVED
A4
REFER TO S-3D2 SIM 3'-0" FOR EFD FOR COMMANDER NAVFAC
10 #4 @ 12 OC
FOR CONDUIT, REFER A/E EFO " A KMR DESIGN
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DRAWINGS ~ FACE - STAGGER SPLICES JQW REVIEW
~hQ CV U KMR ac
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BROOM FINISH TOP KMR CHIEF ARCH./ ENGR. N. 1-21 OF CONIC CAP PROJECT MANAGER KMR
TOP OF CAP I TO CIVIL DWGS. FIRE PROTECTION
ELEVATION = VARIES 2"X4" CONT KEY 2 Y" BRANCH MANAGER
CLR DESIGN DIRECTOR
INTERRUPT BARS 2" D„ v
B CLEAR @ TIEBACK z B
l 1 RECESS. PROVIDE w F_a ° z z
CD STANDARD HOOK @ 2"x1'-O"x1'-O" KEY @ CONSTRUCTION w J m
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PILE AZ 18 STEEL SHEET PILES (nP) NOTE: 'A' O w w
LOCATE CONSTRUCTION JOINTS MIDWAY BETWEEN Q C)
TIEBACKS. REINFORCEMENT SHALL BE J p cn
CONTINUOUS THROUGH CONSTRUCTION JOINT. j zz L
4~ FOR LOCATION REFER TO S-103. Q LL.
EXISTING MUDLINE Y
ELEVATION VARIES
EXISTING STEEL SHEET o- of g af _
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0
CODE ID. NO. 80091 SIZE D
SCALE: NOTED
FILE O.
SECTION O RA P H I C SCALES T PRJN NO. 5226859
SPEC. NO.
SCALE: 3/8" = 1'-D" S-103 Al 0 1' 2' 3' CONSTR. CONTR. NO.
3/4" = 1'-0"
NAVFAC DRAWING NO.
0 2' 4' 6' 12562098
SHEET 1 3/p Orr = l '-O" 4 OF 28
J-.SUL
ORAWFORM REV1510N JULY 2003
Plot Scale:
1 2 3 1:1 (Paper Space) Drawing Filename:
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1 2 3 4 5
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THOROUGHLY CLEAN EXISTING °d
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1. THE DETAILS SHOWN ON THIS SHEET ARE PROVIDED TO INDICATE THE GENERAL INTENT OF THE
TIEBACK WORK. THE ACTUAL TIEBACKS FURNISHED AND INSTALLED SHALL BE IN ACCORDANCE
WITH THE APPROVED SHOP DRAWINGS AND DESIGN DATA AS PROVIDED AND SUBMITTED BY OUTLINE OF CURB
TIEBACK CONTRACTOR/DESIGNER.
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2. DESIGN SERVICE LOAD FOR TIEBACK = 110 KIPS EACH AT DESIGNATED ANGLE OF INCLINATION
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AN AGGRESSIVE MARINE ENVIRONMENT WHILE PROVIDING MINIMUM SERVICE LIFE OF 50 YEARS. ADJACENT CONCRETE WORK
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SCHEDULE 40 PVC PIPE AS REQUIRED 9~NO~o RESISTANT TO EXPOSURE FROM SEAWATER, SALT WATER, AND SULFATES. SURFACES THAT ACTIVITY - SATISFACTORY TO
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SCALE: 1/2" = 1'-0" C 1 DATE S-103 APPROVED
FOR EFD FOR COMMANDER NAVFAC
DATE
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JBW REVIEW KMR oc
KMR CHIEF ARCH./ ENGR.
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CONSULTING STRUCTURAL ENGINEER :E xx 743 LORD DUNMORE DRIVE, SUITE 101
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MECHANICAL LEGEND MECHANICAL ABBREVIATIONS MECHANICAL NOTES g
GENERAL NOTES:
EXISTIN DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION
h- WELD NECK FLANGE (SCHEMATIC) AFG ABOVE FINISHED GRADE MFG MANUFACTURER 1. AT THE START OF DEMOLITION, THE FACILITY SHALL BE TURNED OVER TO THE CONTRACTOR IN AN OPERATIONAL
CONDITION. CONTRACTOR SHALL ASSUME THAT ALL MECHANICAL (PIPING, PUMPS, TANKAGE, ETC) SYSTEMS ARE
INTACT, ENERGIZED AND OPERATIONAL. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR TAKING THESE
IP- BLIND FLANGE (SCHEMATIC) AG ABOVEGROUND MIN MINIMUM n API AMERICAN PETROLEUM INSTITUTE MOV MOTOR OPERATED VALVE JALVE MECHANICAL SYSTEMS OUT OF OPERATION TO PERFORM THE INDICATED WORK, AND THE CONTRACTOR SHALL
ASSUME ALL RESPONSIBILITY FOR RETURNING ALL REMAINING SYSTEMS TO OPERATIONAL CONDITION. NO
IfNh IIYh WELD NECK FLANGE BLDG BUILDING N/A NOT APPLICABLE EXCEPTION SHALL BE PERMITTED, UNLESS OTHERWISE INDICATED. FOR EXAMPLE, AT THE START OF THE 0
D DOUBLE BLOCK AND BLEED VALVE (ARROW INDICATES BOP BOTTOM OF PIPE NIC NOT IN CONTRACT PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, BUT NOT LIMITED TO, REMOVING FLANGES AND s
GASKETS, DISCONNECTION OF UTILITIES, ETC. AT THE END OF THE PROJECT, THE CONTRACTOR SHALL BE N D
INTEGRAL BYPASS RELIEF AND DIRECTION) BV BALL VALVE NO NUMBER RESPONSIBLE FOR, BUT NOT LIMITED TO, PROVIDING FLANGES AND GASKETS, FILLING ALL REMAINING SYSTEMS
(XXX)Q OR1(XXX) RELIEF VALVE (NUMBER INDICATES SETPOINT IF NOT 210 PSI) CONC CONCRETE OD OUTSIDE DIAMETER WITH PRODUCT, STARTUP AND COMMISSIONING, ETC FOR ANY SYSTEMS THAT ARE NOT BEING DEMOLISHED IN
THEIR ENTIRETY.
Q Q PRESSURE INDICATOR CONN CONNECTION P PUMP L VALVE 2. CLEANUP AND/OR REMEDIATION OF SOIL OR GROUNDWATER RESULTING FROM FUEL SPILLED AS A RESULT OF
Q ~QQCS CARBON STEEL PCV PRESSURE CONTROL VALVE
I D~ CONTROL VALVE (ARROW INDICATES INTEGRAL BYPASS CV CHECK VALVE PI PRESSURE INDICATOR )R CONTRACTOR ACTIVITIES DURING THIS PROJECT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE
RELIEF AND DIRECTION) DBB DOUBLE BLOCK AND BLEED VALVE PSI POUNDS PER SQUARE INCH RE INCH AT NO ADDITIONAL COST TO THE GOVERNMENT. ~
BALL VALVE DEMO DEMOLITION OR DEMOLISH QTY QUANTITY 3. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, TYPE, OR LOCATION OF UNDERGROUND
UTILITIES. THE UTILITIES SHOWN ARE BASED ON ABOVEGROUND UTILITY STRUCTURES SUCH AS MANHOLES, N RW
E CONCENTRIC REDUCER DFM DIESEL FUEL MARINE RED REDUCER VALVE BOXES, AND AVAILABLE UTILITY MAPS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
UTILITIES PRIOR TO DEMOLITION. CONSULTING STRUCTURAL ENGINEER 740 LORD DUNMORE DHIVE, SURE 101
D ECCENTRIC REDUCER DIA DIAMETER REF REFERENCE D VIRGINIA BEACH, VWGN A 23404
DRN DRAIN REQD REQUIRED (757) 47 'N 474 4]4 PHDUT)4 012 4. THE INACTIVE PIPING BEING DEMOLISHED BETWEEN TANK FARM "A" AND TANK FARM "B" HAS NOT BEEN FAX'K (]6 10
`J N CHECK VALVE DWG DRAWING SS STAINLESS STEEL CLEANED AND FOR BASIS OF BID, CONTRACTOR SHALL ASSUME THERE IS ONE INCH OF PRODUCT REMAINING Brockenbrou h
WITHIN. THE INACTIVE PIPING BEING DEMOLISHED BETWEEN TANK FARM "B" AND TANK FARM "F" HAS BEEN g_
OA NOZZLE DESIGNATIONS EA EACH STD STANDARD .vu'w. 225 CLEANED AND FOR BASIS OF BID, CONTRACTOR SHALL ASSUME THE PIPING IS FULL OF WATER WITH NO FREE 1011 BoawSpNp.~n. IaULTI"O
PETROLEUM PRODUCT. PIPING STILL IN SERVICE IS FULL OF PRODUCT WHICH WILL REQUIRE REMOVAL BEFORE M3901
t FLOW ARROW EL ELEVATION STL STEEL
ETC ET CETERA THK THICK DEMOLITION OF PIPING CAN BEGIN. REUSABLE FUEL SHALL BE REMOVED FROM PIPING BY THE GOVERNMENT. NTH of
-X X- -X X- FENCE LINE EXIST EXISTING TOP TOP OF PIPE ABANDONED PIPING SHALL BE CLEANED OF ALL PRODUCT AND SLUDGE PRIOR TO DEMOLITION BY THE o~y>EP ~,~c
CONTRACTOR.
BITUMINOUS CONCRETE FLG FLANGE TRV THERMAL RELIEF VALVE 4LVE
FM FLOW METER TYP TYPICAL 5. THE CONTRACTOR SHALL EXERCISE CARE WHEN DEMOLISHING FUEL PIPING AND EQUIPMENT TO ENSURE THAT " INWALI R. HERREIANN v
ANY FUEL REMAINING IN THE PIPING DOES NOT SPILL. THE CONTRACTOR SHALL CONTACT THE CHERRY POINT Lic. No.045837
C _JP5-10=CS _ _JP5-10=CS _ UNDERGROUND PIPING FOB FLAT ON BOTTOM UG UNDERGROUND FIRE DEPARTMENT IMMEDIATELY IN THE EVENT OF ANY FUEL, OIL, HYDRAULIC FLUID OR ANTIFREEZE SPILL. C
JP5-10"-CS JP5-100-CS ABOVEGROUND PIPING FOT FLAT ON TOP LION UNLESS OTHERWISE NOTED NOTED CARE SHOULD ALSO BE EXERCISED TO PREVENT FUEL, OIL, HYDRAULIC FLUID OR ANTIFREEZE SPILLS AND !2-ZO-lo \ 4e
LEAKS FROM VEHICLES AND EQUIPMENT. DRIP PANS SHOULD BE USED DURING VEHICLE/EQUIPMENT FUELING
TT T ITT FRP FIBERGLASS REINFORCED PIPE WNF WELD NECK FLANGE E AND FILLING OPERATIONS TO PREVENT SPILLS."` APPROVED
PRODUCT PIPELINE ABBREVIATION FSP FUEL SAMPLE POINT WT WEIGHT
6. ANY VOIDS CREATED DURING DEMOLITION OF FUEL SYSTEMS SHALL BE BACK FILLED TO MATCH EXISTING GRADE
SIZE GA GAUGE W/ WITH AND PROVIDED PERMANENT SEEDING, UNLESS OTHERWISE NOTED. ACTIVfiY - SATISFACTORY TO
MATERIAL (IF USED) GALV GALVANIZED W/0 WITHOUT 7. ALL PIPING IN THIS PROJECT IS INACTIVE, UNLESS OTHERWISE NOTED. DATE APPROVED
GPM GALLONS PER MINUTE ® AT
DEMOLISH AND REMOVE HPV HIGH POINT VENT CENTERLINE
8. CONTRACTOR SHALL ESTABLISH LAYDOWN AREAS IN COORDINATION WITH THE CONTRACTING OFFICER. FOR EM FOR COMMANDER NAVFAC
HSS HOLLOW STRUCTURAL SECTION 0 DIAMETER APPROXIMATE LOCATIONS ARE SHOWN.
DATE A/E
DEMOLISH IN PLACE ID INSIDE DIAMETER # NUMBER 9. LAYDOWN AREA SHALL BE DESIGNATED PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL R EM
IF INSULATING FLANGE % PERCENT CONTACT THE CONTRACTING OFFICER FOR SPECIFIC LAYDOWN AREA NEEDS, LAYDOWN AREA REQUESTS, AND RTH DESIGN H DRAWN
LAYDOWN AREA ASSIGNMENTS. M REVIEW
SELECT FILL IWTP INDUSTRIAL WASTE TREATMENT PLANT f PLUS/MINUS =III=III JP-5 OR JP5 JP5 JET FUEL WVB OC
10. TRACER PROBES ARE INSTALLED ALONG THE FUEL PIPELINES AND MAY BE ENCOUNTERED DURING DEMOLITION CHIEF ARCH./ ENGR.
CONCRETE SURFACE LPD LOW POINT DRAIN ACTIVITIES. THE PROBES ARE 3/4 INCH DIAMETER, SCHEDULE 80, SLOTTED PVC PIPING, FIVE FEET LONG, PROJECT MANAGER
LR LONG RADIUS INSTALLED EVERY 20 FEET ALONG THE PIPELINE ROUTE ADJACENT TO (WITHIN 12-18 INCHES) OR ALONG THE FIRE PROTECTION BRANCH MANAGER
PIPE CENTERLINE. THE PROBES ARE NOT REQUIRED TO BE REMOVED OR REPLACED IF DAMAGED DURING THIS DESIGN DIRECTOR
a . a . CONCRETE SECTION MAX MAXIMUM PROJECT.
B g CONNECT TO EXISTING MECHANICAL NOTES 11. CONTRACTOR SHALL REPORT LENGTH AND VOLUME OF GROUT PLACED. CONTRACTOR SHALL REFER TO m v B
SPECIFICATION SEC11ON 00 22 13 "SUPPLEMENTARY INSTRUCTIONS TO BIDDERS" FOR ASSUMED QUANTITY OF 0 z z
AREA OF DETAIL ENLARGMENT GROUT TO BE USED AS BASIS OF BIDS. w f= w m z Z Ld
I ~ DEMOLITION NOTES;
X HAZARDOUS MATERIALS: Q
A-000 1. PROVIDE A TEMPORARY SILT FENCE AROUND EXCAVATION AREAS AND PROVIDE CATCH BASIN AND CURB INLET 'B INLET w L`
PROTECTION WITHIN EXCAVATION AREAS. 1. NO ENVIRONMENTAL ASSESSMENT OF THE SOIL OR GROUNDWATER HAS BEEN PERFORMED BY THE DESIGNER. w Q z z
ANY INFORMATION REGARDING CONTAMINATION, REMEDIATION, REMOVAL AND DISPOSAL, ETC WAS PROVIDED BY w °z
- - 2. UNLESS OTHERWISE INDICATED, ALL EXISTING FUEL PIPING IS CARBON STEEL. THE OWNER. IF SITE CONDITIONS DIFFER FROM THOSE DESCRIBED BY THE CONTRACT DOCUMENTS, v z a
0 z CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER. AS BASIS OF BIDS, PETROLEUM CONTAMINATED SOIL z w 0
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3. "DEMOLISH" - REMOVE IN ITS ENTIRETY.
4. "DEMOLISH IN PLACE' - CLEAN, GAS FREE, AND FILL WITH GROUT AS INDICATED. UNLESS OTHERWISE NOTED, 2. AN ENVIRONMENTAL ASSESSMENT FOR ASBESTOS AND LEAD HAS BEEN PERFORMED BY AH ENVIRONMENTAL o m
WHEN DEMOLISHING IN PLACE PIPING WITH ABOVEGROUND PORTIONS, CUT PIPING 24 INCHES BELOW GRADE GRADE NOTED, CONSULTANTS, INC BASED ON A SITE VISIT CONDUCTED 10 JUNE 2010. UJ Z
BEFORE REMOVING IN ITS ENTIRETY. Q LL- Y
A. THE CONTRACTOR SHALL ASSUME ALL PIPE GASKETS CONTAIN ASBESTOS. AS BASIS OF BIDS, THERE ARE LL- Z IZ
5. "BREAKOUT AREA" - AREA WHERE THE PIPING SHALL BE EXCAVATED AND A SECTION CUT OUT IN ORDER TO ;DER TO SIX 10 INCH GASKETS, FOUR 6 INCH GASKETS, AND FOUR 4 INCH GASKETS. Q
SYMBOLS LEGEND DETAIL OR SECTION TITLE A3 PROVIDE A FILL/VENT POINT THAT WILL ALLOW THE PIPELINE TO BE FILLED WITH GROUT.
B. THE CONTRACTOR SHALL ASSUME SEALANT/COATING ON UNDERGROUND PIPE CONTAINS ASBESTOS. AS 0
BASIS OF BIDS, THE CONTRACTOR WILL REMOVE 30 FEET OF UNDERGROUND PIPING WITH THE ASBESTOS € w 0
CARET SYMBOLIZES ON PHOTOGRAPHS SCALE: X/X" = 1'-O" S- D01 CONTAINING SEALANT/COATING. o
SHADED ARROW SIGNIFIES SHEET(S) ON WHICH DETAIL, C. PAINT CONTAINING LEAD WAS FOUND TO BE PRESENT IN SAMPLES TAKEN ON ABOVEGROUND PIPING. THE A
A A SECTION CUT SECTION, ELEVATION IS CUT REPORT AND SPECIFICATION DETAILING HOW TO HANDLE THE HAZARDOUS MATERIALS ARE CONTAINED IN
THE SPECIFICATIONS. AS BASIS OF BID, THERE IS 10 FEET OF 12 INCH, 150 FEET OF 10 INCH, 30 CODE ID. NO. E10097 SIZE D
/DETAIL, SECTION, ELEVATION NUMBER. FEET OF SIX INCH, AND 10 FEET OF 4 INCH ABOVEGROUND PIPE WITH LEAD CONTAINING PAINT THAT WILL SCALE: AS NOTED
NUMBER REFERENCES GRID PLACEMENT PHOTO, DETAIL OR SECTION NUMBER BE DEMOLISHED AS PART OF THIS PROJECT. FILE NO. -
Al ON SHEET WHICH DETAIL IS DRAWN REFERENCES GRID PLACEMENT ON PRJ. No. 5226859 ST. SPEC. NO. -
G-00 SHEET WHICH DETAIL IS SHOWN
:SHEET ON WHICH DETAIL, SECTION CONSTR. CONTR. NO.
DRAWN OR PHOTOS SHOWN
NAVFAC DRAWING NO.
12562104
SHEET 20 OF 28
MD101
ORAWFOW REVISION JULY 2007
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SCALE: 1"=800' ~Q . ° ~o ~ .~i, , 11 SHEET 21 OF 28
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DRAWFORN RLYSION JULY 2003
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SCALE; 1"=300' MD102 " SHEET 22 OF 28
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DRAWRORI REVISION JULY 2003
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MECHANICAL DEMOLITION NOTES: g
1 a
1. THE PIG RECEIVING STATION SHALL BE DEMOLISHED IN ITS ENTIRETY INCLUDING VALVES, PIPING,
1 DEMOLISH IN PLACE VALVE PIT 1 C4 DE PUS IN PLACE PIPE SUPPORTS AND APPURTENANCES.
1 UNDERGROUND PIPE MD401 I UNDE GRO ND PIPE
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p C4 AND A MINIMUM OF 1500 FEET TOWARDS BREAKOUT AREA 1. LEAVE UNDERGROUND PIPING
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DEMOLISH ABOVEGROUND PIPE EXISTING GRADE.
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GRASS I ABOVEGROUND. DEMOLITION OF THE ABOVEGROUND PIPING IN THE WHARF AREA IS COVERED ON
DRAWING C-002. SEE PHOTO C1/MD901 FOR THE PORTION OF ABOVEGROUND PIPE TO BE
DEMOLISHED.
1 I O 4. THE TANK FARM "B" REMEDIAL SYSTEM IS LOCATED IN THIS AREA. CONTRACTOR SHALL IDENTIFY
I
I AND PROTECT ALL REMEDIAL SYSTEM COMPONENTS, PIPING, AND GROUNDWATER/ RECOVERY
WELLS. THE SYSTEM WILL REMAIN IN CONTINUOUS OPERATION DURING ALL CONSTRUCTION
ACTIVITIES.
PIPE DEMO A4 1
MD401 I 5. BREAKOUT AREAS SHALL BE EXCAVATED TO PROVIDE ACCESS TO THE JP5-10"-CS PIPE. A 3 N RW
SEE DEMOLITION NOTE 3 I FOOT LONG (MINIMUM) SECTION OF THE PIPE SHALL BE REMOVED AT EACH AREA AND GROUT CONSULTING STRUCTURAL ENGINEER
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PIPE DEMOLITION B4 FILL.
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0' 50' 100' 150'
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12562107 Of 20' 40' 60' SHEET 23 OF 28
1 "=20' M D401
DRAWFORM REVISION JULY 2DO3
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MECHANICAL DEMOLITION NOTES: a
1. REMOVE SPOOL PIECE IN VALVE PIT 2 AND SLURRY THE PIPE WITH GROUT BOTH
DIRECTIONS A MINIMUM OF 1500 FEET. LEAVE UNDERGROUND PIPING END(S) OPEN
AFTER SLURRYING. DEMOLISH THE VALVE PIT DOWN TO 24 INCHES BELOW EXISTING
ADJACENT GRADE AND BACKFILL WITH FLOWABLE FILL TO AN ELEVATION TO MATCH
EXISTING GRADE.
`Z GRASS
2. BREAKOUT AREA SHALL BE EXCAVATED TO PROVIDE ACCESS TO THE JP5-10"-CS PIPE.
A 3 FOOT LONG (MINIMUM) SECTION OF THE PIPE SHALL BE REMOVED AND THE PIPE D
SLURRIED WITH GROUT TO THE BREAKOUT AREA FROM VALVE PITS 1 AND 2. LEAVE °
D GRASS
UNDERGROUND PIPING END(S) OPEN AFTER SLURRYING. BACKFILL THE AREA USING
FLOWABLE FILL.
X10 ~ A5 PIPE DEMOLITION, 3. VALVE PIT 3 (UNDER ASPHALT) SHALL BE DEMOLISHED IN ITS ENTIRETY INCLUDING ALL
So~l~vi i Rpps£bF(T A5 PII DEMOLISH IN PLACE ELF 040 SEE DEMOLITION EQUIPMENT, PIPING, VALVES, AND APPURTENANCES. ALL VOIDS CREATED DURING PIT
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i \ \ epU B4 N( AND THE ASPHALT REPAIRED. GROUT SHALL BE SLURRIED IN BOTH DIRECTIONS FROM
~ i ~ \ ~`~'qRp MD901 THE VALVE PIT A MINIMUM OF 1500 FEET. LEAVE UNDERGROUND PIPING END(S) OPEN
-21 \ AFTER SLURRYING. N RW
ASPHALT- 4. LOCATION SHOWN FOR BREAKOUT AREA IS APPROXIMATE. EXACT LOCATION SHALL BE CONSULTING STRUCTURAL ENGINEER
DIRECTED BY THE CONTRACTING OFFICER. 746 LORD DUNMORE DRIVE SUITE 101
VIRGINIA BEACH. VIRGINIA 8146%
1 B2 \ PHONE Q67) 47441612 FAX: DM 4740919
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CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
VALVE PIT 3 Al VALVE PITS 4 AND 5 A3 PIPE DEMOLITION 1"=50' o' 50' 100' 150' 12562108
SCALE: 1"=20' MD102 " SCALE: NONE MD103 3 SCALE: NONE MD401, MD402 A4 " , 0' 20' 40' 60' SHEET 24 OF 28
1 -20 MD402
DFAWFOFM IMMSION JULY 2003
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GROUT FROM VALVE PITS 4 AND 5 TO THE BREAKOUT AREA . LEAVE UNDERGROUND PIPING \
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4. REMOVE VALVE IN VALVE PIT 5 AND SLURRY THE PIPE WITH GROUT BOTH DIRECTIONS A MINIMUM z bg
OF 1500 FEET. LEAVE UNDERGROUND PIPING END(S) OPEN AFTER SLURRYING. DEMOLISH THE o O O O O ~ao bg
VALVE PIT DOWN TO 24 INCHES BELOW EXISTING ADJACENT GRADE, BACKFILL WITH FLOWABLE \
FILL TO MATCH EXISTING GRADE AND REPAIR THE ASPHALT/CONCRETE.
SEE DEMOLITION NOTE 5 PIPING TO REMAIN I U) J o
5. REMOVE VALVE IN VALVE PIT 6 AND INSTALL A BLIND FLANGE ON THE OPEN END CLOSEST TO o
THE LOW POINT DRAIN PITS. SLURRY THE PIPE WITH GROUT FROM VALVE PIT 5 TO VALVE PIT SEE DEMOLITION NOTE 7 Li Q ~ a Y o
6. LEAVE UNDERGROUND PIPING END(S) OPEN AFTER SLURRYING.. o \ VALVE PIT 7
\ Q LL
6. REMOVE VALVE IN VALVE PIT 4 AND SLURRY THE PIPE WITH GROUT BOTH DIRECTIONS A MINIMUM \ ~o
OF 1500 FEET. LEAVE UNDERGROUND PIPING END(S) OPEN AFTER SLURRYING. SEE SHEET VALE PITS AND 7 A4 A4 B1 VALVE PITS 6 AND 7 1 0
MD103 FOR LOCATION OF VALVE PIT 4. DEMOLISH THE VALVE PIT DOWN TO 24 INCHES BELOW o0 p D403 D90 LL- A4 , € W D403 > SCALE: NONE MD403 o z w
EXISTING ADJACENT GRADE AND BACKFILL WITH FLOWABLE FILL TO MATCH EXISTING GRADE.
7. A REMEDIAL SYSTEM IS LOCATED IN THIS AREA. CONTRACTOR SHALL IDENTIFY AND PROTECT ALL
A REMEDIAL SYSTEM COMPONENTS, PIPING, AND GROUNDWATER/RECOVERY WELLS. THE SYSTEM O \ \ A 0
WILL REMAIN IN CONTINUOUS OPERATION DURING ALL CONSTRUCTION ACTIVITIES. O iGy/ O CODE ID. NO. 80091 SIZE D
SCALE AS NOTED
8. LOCATION SHOWN FOR BREAKOUT AREA IS APPROXIMATE. EXACT LOCATION SHALL BE AS FILE NO. -
DIRECTED BY THE CONTRACTING OFFICER. ST. .
\ n GRASS GRAPHIC SCALE(S): SPEC.JNO.0 5226859 RASS
CONSTR. CONTR. NO.
0' 50' 100' 150'
N 1 50' NAVFAC DRAWING NO.
12562109
VALVE PITS 5A AND 7 n4~ 0' 20' 40' 60' SHEET 25 OF 28
SCALE: 1"=50' MD103 A2
' "-20~ M D403
DRAWFORM REVISION JULY 2003
Plot Scale:
1 2 3 1:1 (Paper Space) Drawing Filename:
MD403.dwg

1 2 3 4 5
a
FORM DEMOLISH AG PIP G a~ Kh` ~ r 4 3 ryi ~ ~ ~ 3 fra ~ ~ ~ Y O
iFP-F a.- rp"P!- r IN ITS ENTIRETY
M . . xtix II N`, ,
DEMOLISH AG PIPING IN ITS
ENTIRETY
CZ 3
D 5 5
x ~ #
~ t s % # ~ M31 3!!1)~~!)I I)I~ Il~~Iu I!~!I n9)9 Ut
...,;Sts v: ~a ~~'"~"x s ~ i~ :
VALVE PIT f
T E" Tx ' _ NRW it t
CONSULTING STRUCTURAL ENGINEER
748 LORD DUNMORE DRNE. SURE 101
lIRGINI4 BEACH, lIRGINI4, 23afia PHONE: [phone]
FAX: [phone]
PIG LAUNCHER C1 PIG RECEIVER C2 VALVE PIT #1 C4
MD401 MD401 MD"I
TH OF
T i lti l ~h -A
k ~ NLUAII R. HI RRMANN
n IV' ? Lic. No.045837 ? ^
\w ¦ E 66041
'xF/ONAI SEAL
. .x:.: . APPROVED
ACTIVITY - SATISFACTORY TO
DATE APPROVED
~ x
,n-_ S FOR EFD FOR COMMANDER NAVFAC
x
DATE
oil ° 7. A/E EFD
WRH DESIGN ra EXCAVATION AREA RTH DRAWN
a . r :ate xaA,...' WVB REVIEW
WVB OC
CHIEF ARCH./ ENGR. ..i.. . PROJECT MANAGER
FIRE PROTECTION
BRANCH MANAGER
VALVE PIT #2 pi VALVE PIT #2 pry BREAKOUT AREA 1 p DESIGN DIRECTOR
MD402 D I MD402 DL MD402 B4 z
U
B 0 Z W
Z
w Z W m
O ~
w Q
r Li LL
of Q Z =
< LLI 1 0-
z H w
Z CIL O C)
I- 2F LLj F- w_ LL
~ z
N W L¢i o
EXCAVATION AREA
~ ILL. _ L Q L
IDIAWATION AREA Q Y o
LL Z
EXCAVATION AREA a
z O
~ O
ILL.
Y L LLd
x ~ F-
PIT A A
S E: im NA: TMx.
CODE ID. NO. 80091 SIZE D
SCALE: AS NOTED
FILE NO. BREAKOUT AREA 4 T. PRJ. NO. 5226859
BREAKOUT AREA 2 BREAKOUT AREA 3 p r~
MD401 MD401 ~L MD403 A4 SPEC. NO. CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12562110
SHEET 26 OF 28
A A11AAJ
ivujul
ORNWFORM REV1510N JULY 200]
Plot Scale:
1 2 3 1:1 (Paper Space) Drawing Flename:
MD901.dwg

1 2 3 4 5
a
x ~
x ~ ~x=gin mum E.
N~4E Eel K%mum
r p.
# o
x V xt xxE{ r
:Rim
:
x ° WV` loop
APPROXIMATE LOCATION OF 2
VALVE PIT 3 * #
K'XiM r
#R
N RW
10 its; "A EE.
t a= v:4xE° {..:{x4## ~vRx"x,*xU,%x#x.. CONSULTING STRUCTURAL ENGINEER x } {s 748 LORD DUNMORE DONE. SURE 101
JIRGINI4 BEACH, VIRGINIA, 23464 PHONE: [phone]
FAX: [phone]
VALVE PIT #3 C1 VALVE PIT #4 C2 VALVE PIT #5 Bib' 011-Y_1kyll
MD402 MD103 MD403 C4
H OF i
x
€ F 1 N
WIWAN R. HI RRMANN
G' DEMOLISH PII DEMOLISH PIPING DEADLEG Lic. No.045837
AND INSTALL AND INSTALL WNF AND •...Z°"'
BLIND FLANG BLIND FLANGE
SEAL
APPROVED
M :axx s
ACTIVITY - SATISFACTORY TO
x
DATE APPROVED
)I x 3) ~ ~
FOR EFD FOR COMMANDER NAVFAC
#t DATE
x H ° A/E EFD
WRH DESIGN
RTH DRAWN
fill W~ REVIEW
'x x WVB OC CHIEF ARCH./ ENGR.
PROJECT MANAGER
f FIRE PROTECTION
BRANCH MANAGER
DESIGN DIRECTOR
VALVE PIT #6 & #7 PIPING MANIFOLD pry z
U
B MD403 D I M1403 DL Z w
z
w Z W m
O ~
w Q
r Li L`
Of Q Z =
< w 1 0-
z F- w CIL
Z O o
w o
w_ LL
z
0
LU z
D Q L¢i 0O LL :m
Q Y LLI
ILL. z (n w Q
o- a F-
~O
z U O
w O w LL r z m
o w
w Q o
A w
0
CODE ID. NO. 80091 SIZE D
SCALE: AS NOTED
FILE NO.
r. PRJ. NO. 5226859
SPEC. NO.
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12562111
SHEET 27 OF 28
¦ ¦11AAA
IV u JU2
DRNWFORM REVISION JULY 2003
Plot Scale:
1 2 3 1:1 (Paper Space) Drawing Rename:
MD902.dwg

1 2 3 4 5
a ei
KEYED NOTES: LEGEND:
1o DISCONNECT ALL EQUIPMENT AND REMOVE. REMOVE WIRE BACK TO ELECTRICAL TOP 4.61 LIMITS OF CONSTRUCTION
VAULT. REMOVE UNDERGROUND DIRECT BURIED CONDUIT BACK TO ELECTRICAL INV 0.01
VAULT. DEMOLISH
DISCONNECT WIRES AT PAD MOUNTED TRANSFORMER AND AT THE 2 RACK TRANSFORMER
MOUNTED COMBINATION STARTERS. REMOVE WIRES, REMOVE CONDUITS AND LB
CONDOLET BETWEEN JUNCTION BOX AND STARTERS, PLUG HOLES IN JUNCTION ra ~jARTER
BOX. DISCONNECT AND REMOVE WIRES BETWEEN STARTERS AND DISCONNECT
SWITCHES VIA DIRECT BURY CONDUIT AND INGROUND ELECTRICAL VAULT. O+ r
REMOVE CONDUITS AT STARTERS AND ELECTRICAL VAULT TO 12° BELOW GRADE N
0' 10' 20' 30' ~ D
D AND ABANDON REMAINING DIRECT BURY CONDUITS. REMOVE ELECTRICAL VAULT. `G 3o REMOVE SWITCH, REMOVE UNDERGROUND CONDUIT AND WIRE BACK TO
PROJECT AREA LIMITS, THEN ABANDON REMAINING CONDUIT AND WIRE IN HORIZONTAL SCALE: 1"=10' "
PLACE. , .
NOTES:
REMOVE SWITCH, REMOVE UNDERGROUND CONDUIT AND WIRE BACK TO oy~ 1 1 , 0
GROUND CONNECTION POINT. \ i + 1. CONTRACTOR SHALL TEST EQUIPMENT TO VERIFY
THAT EQUIPMENT IS DE-ENERGIZED PRIOR TO
ASPHA ASPHALT THE START OF ANY WORK.
G ' FVALT-,,,.
V I 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE N RW
+ G N ( PROPER DISPOSAL OF ALL REMOVED MATERIAL. G CONSULTING STRUCTURAL ENGINEER
RACK MOUNTED COMBINATION STARTER 148 LORD WNMORE DRIVE, SURE 101 0 3. CONTRACTOR SHALL MAINTAIN POWER TO THE
JUNCTION BOX TO REMAIN oy ccf~ \ " 5 vw ae4 r p EQUIPMENT BUILDING DURING AND AFTER THE PMHONE:(5577) +0612 I\ : (757) 755J 7"19z
FA% G G] 4140919 mac' -o I WHARF DEMOLITION.
PAD MOUNT Q LB CONDOLET TYPICAL FOR 6 ' c 1 0 r , ® Tqy Dewberry®
TRASFORMER J RACK MOUNTED COMBINATION STARTER SEE NOTES 3 ' ; 11 \ I WV .9 Dewberry & Davis, Inc.
TO REMAIN . + ® zsm Rorwaaaonve s ~GH.NC~
F.H FNFAY:GNe 41seelase BIB 1 G 0 NCBELS. F°9'J
O a 1 1 EQUIPMENT r
OO CONCRETE PAD BUILDING 2 0~ I 1
TO BE REMOVED 12° TREE I~ I ~GRASS~ pB~a
• r POINT #2 SEAL
8° THE
01 1 JAG r I I I N 439661. 7 _ E 2642467.01 ° 10858 I c o ELEV. 4.28' ''9$$OOrycT NEG~:
06 06 C CONCRETE PAD #4000, % c~
TO REMAIN TO PUMP ,~r~ r ~u~ t J I
DISCONNECT AP ROXIMATE/ I ~~g7nAinN~t~ 1I I I GAS VENT `tea' SEAL
SWITCHES , ~LO ATION OF
r HE AND GRASS TOP 3.19 O APPROVED I INV 0.29
oPIP INLET'\¦~¦.~.+~~ 18° TREE ASPHALT , o ® ® SUMP
SUMP I ACTNRY -SATISFACTORY TO PUMP c
~G~PS tiF ASW PUMP Q \ cc)
. 8° TREE' ® G I DATE OHE
I i APPROVED OHE
I FOR EFD 0 COMMANDER NAVFAC
6" TREE APPROXIMATE CVENT 0
LOCATION OF I I DATE
CONCRETE ' FLUME ASPHALT A/E EFO ASW O LAT DESIGN
G C
AS \ \ TEMPORARY AS GAS VENT VAR DRAWN \ LAT REVIEW
ASW STORAGE 0 I,., SPW OC
BUILDINGS a A'J VENT CHB CHIEF ARCH./ ENGR.
0 VI VP ' 1 GRASS PROJECT MANAGER SDH
EDGE OF TER ABANDONED EDGE OF RAMP GA~ EN V FIRE PROTECTION
GUARD TOP OF RAMP
• SHACK CONCRETE CURB EDGE OF RAMP \C~\ ~C) BLDG 3963 < BRANCH MANAGER I BOAT DESIGN DIRECTOR
I SUPPLY NAVY BOAT DOCKS
0 `NT STORAGE FUEL DISPENSERS o
BROKEN CONCRETE GAS NT VP (NBD) REMEDIAL SITE ~ (j R
B UNDERMINED V Vf a W B G z
CONCRETE ELECTRICAL z_
BULKHEAD tYXJ~iKH~1~th~h`f/d7- a VAULT O G J m
AS c~ Z Ld A CL O d of ASW RPZ SW OGAS VENT N Q
ELEC. SWITCH a i WS ASW
WATER = - ucc- - -ucc ASW Z
% v9 CON `z' 1 i V YAR ® YA~~ HYDRANT O GAS VENT a x Q Y a
• ELEC. SWITCH 7ELEC. SWITCH PUM GtS VENT V APPROXIMATE ` PUMP W
LOCATION , PAD HOIST PAD + GAS VENT a H ZU W p
OF WOOD h Z O CONCRETE J H J
DOLPHIN , ELEC. SWITCH //,ELEC. - - - ` ~ . - - acc - - acG uGE CON CONCRETE 0 W CL LL-
~
PUMP MOTOR PUMP MOTOR ® '0 Q d. ~ LLJ
START/STOP START/STOP a OD ALKWAY ~ Q U
PUSH BUTTON PUSH BUTTON • WOOD ANN LKWAY BULKHEAD Q LL-
STATION STATION BULKHEAD ¦ Y F-
• ' LL- PYLON (TYP) (n Q J
0- Q F- LLI
o J JUNCTION BOX p J JUNCTION BOX ~ PIT SEAL-OFF PIT SEAL-OFF O
PRESSURE 1 PRESSURE DISCONNECT SWITCH 1 DISCONNECT SWITCH
INDICATOR O INDICATOR , WATER O ~ lil L- WATER o Z
SEAL-OFF SEAL-OFF wQ o
\¦¦.¦~¦~¦~¦r¦~r~r~¦~¦~¦~¦¦o¦~r~¦ri/' GRADE GRADE
i HANCOCK CREEK a
ELEC o2 TO STARTERS AND. 0
VAULT TRANSFORMER CODE ID. NO. 80097 SIZE D
SCALE:
O O ELECTRICAL VAULT TO BE REMOVED. FILE NO. -
. PRJ. NO. 5226859
SPEC. NO. -
EXISTING MOTOR CONNECTION DETAIL CONSTR. CONTR. NO.
NO SCALE
NOTE: ALL EQUIPMENT ABOVE GRADE IS EXPLOSION-PROOF NAVFAC DRAWING NO.
12562112
SHEET 28 OF 28
E-001
4 DFNWGORM REVISION JULY 2003 Plot Scale: 1:1 (PAPERSPACE)
1 2 3 Drawing Rename:
12562112.dwg