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P4639 ACC CAMP JOHNSON ESC PERMIT SUBMITTAL
MCB CAMP LEJEUNE
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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
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DESIGN
1620 Faraday Avenue
Carlsbad, CA 92008
A/E INFO
APPROVED
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ACTIVITY
SATISFACTORY TO
DATE
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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EPROJECTNO.:
1661828
CONSTR. CONTR. NO.
N40085-20-D-0034
NAVFAC DRAWING NO.
SHEET
1
OF 21
ESC-001
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PROJECT LOCATION BUILDING SUMMARY SHEET INDEX Q
PROJECT INFORMATION SHEET INDEX
NO. NAVFAC NO. REV SHEET NO. SHEET TITLE w
„ 1 - - ESC-001 COVER SHEET o
/ PROJECT NAME: P4638 & P4639 AMBULATORY CARE CENTER REPLACEMENT 2 - - ESC-002 PROJECT DATA SHEET INDEX PRC JECT TEMPORARY SEED IN G R EQ U I R E M E I TS:
- '4 � O PROJECT ADDRESS: MCB CAMP LEJEUNE, JACKSONVILLE, NC. 3 - - ESC-003 LEGENDS AND ABBREVIATIONS
Jacksonville PROPOSED USE: MEDICAL OFFICE/CLINIC 4 - - ESC-004 GENERAL NOTES
24 24 OWNER- CONTACT NAME: 5 - - ESC-005 SITE DEMOLITION PLAN APPLY WITHIN 7- DAYS OF COMP'LE_nNG EACH PHASE OF GRADING ILL SOILS TO BE
0 6 - - ESC-006 CIVIL SITE PLAN
;PinevGreen OWNER- CONTACT PHONE: 7 - - ESC-007 GRADING PLAN DTI ILL Ea' 'f1fHI�J 1 DAYS F tIIPLETIOI+� F EACHFI E F f�.arall' B4OtaEd U.I.
OWNER- CONTACT E-MAIL: 8 - - ESC-008 GENERAL EROSION AND SEDIMENT CONTROL PHASING PLAN GR ING SE (APPL ICABLE TO PHA�E 1 DEMOLMN AND r-H :SE 2 UILDIN13)'
Ne,,-_p 4 PROJECT 9 - - ESC-009 EROSION AND SEDIMENT CONTROL PLAN
1 LOCATION 10 - - ESC-01 Q EROSION AND SEDIMENT CONTROL PLAN r
J 11 ESC-011 STORM DRAINAGE PLAN f��� �•��'•F aer�irlQ rtlulur� L
12 - - ESC-012 STORM DRAINAGE PROFILE TiillP I�iiiy 5r lfirl0 $ ilLki i ieF�j
APPLICABLE CODES 13 - - ESC-013 STORM DRAINAGE PROFILE �irza 7L1 *r4dillftiq lof Lihi R" 127W1 120
14 - - ESC-014 STORM DRAINAGE DETAILS MAI" and Earle Spring Anruai LpWor,m IKcft h o
15 - - ESC-015 STORM DRAINAGE DETAILS Pbed M,nk W4 CaaffW F1W.
• UFC 1-200-01 - GENERAL BUILDING REQUIREMENTS, CHANGE 1 16 - - ESC-016 EROSION AND SEDIMENT CONTROL DETAILS K uniiiiiiiiiii In1410Jim 1F3I 0
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Bell -' • UFC 1-200-02 HIGH PERFORMANCE SUSTAINABLE BUILDING, 2020 17 - ESC-D17 ERDSIDNANDSEDIMENTCDNTRDLDETAILS
24 also r` 18 - - ESC-018 NPDES GPO1 - GROUND STABILIZATION & MATERIALS HANDLING
UFC 3-101-01 ARCHITECTURE, CHANGE 1 Om �Inll� �,,,�I�iN it>frr �r41r�n 41 IH-rfilNry ftrW iF r� W
' 11 UFC 3-120-10 INTERIOR DESIGN, CHANGE 2 19 - - ESC-019 NPDES GPO1 - INSPECTION RECORD & REPORTING ROMTS i�� J LPW
i7 53 _ , !•. O `�` _ tr 20 - - ESC-020 DEMLR INSPECTION RECORD & REPORTING FORMS
P UFC 3-201-01 CIVIL ENGINEERING, CHANGE 5 21 1 ESc-021 POST CONSTRUCTION SCM O&M RECOMMENDATIONS 61111111 ng Mililli
UFC 3-201-02 LANDSCAPE ARCHITECTURE, CHANGE 1 k4owle ris• r5D:iti+a two ram F b1& 16 - N" ie _
UFC 3-210-10 LOW IMPACT DEVELOPMENT, CHANGE 3 Bdbw 2SOD kret Feb. 11WaV i
cR1Vef ' re e• UFC 3-401-01 MECHANICAL ENGINEERING, CHANGE 1
tree 11--Ii'Y 1 Will." 1 .,,
cle
UFC 3-420-01 PLUMBING SYSTEMS Gom L++ Fi�l�. 1 - 1. 15
f7 ,�z fi ,t PROJECT WATERSHED INFORMATION: .,,
�a UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS �mt„otii.111 AnU
Verona t �/ C," • UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 5 PROJECT STREET ADDRESS:MONTFORD LANDING ROAD, JACKSONVILLE, NORTH CAROLINA F*4irm r+,lr�rrrr-miF:3m1= w 0LC� im4 oar I 1NO PwAirm 9=ihd
I� UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS ■��+IuM FI�-� end Itrt it+� iwkr�r i
REQUIREMENTS, CHANGE 1
STORM OUTFACE TO NEW RIVER/SCALES CREEK VIA EXISTING CAMP LEJEUNE IMPROVED IMUk1h
PLAN UFC 4-010-06 CYBERSECURITY OF FACILITY -RELATED CONTROL DRAINAGE SYSTEM THE WATERSHED DRAINING THE SITE IS INDEXED TO STREAM INDEX 19-16-4, AWN 4•0€0111ill9■cre svim Aumhar skew" Inchng ith ani rmftlini
NORTH SYSTEMS, CHANGE 1 SCALES CREEK WHICH IS CLASSIFIED AS SC, NUTRIENT SENSITIVE WATERS, WHICH NCDEQ HAS or i mliii oritieig wig A dlik wW biladift ail f,awly+ ilr■9M cii be
REGIONAL MAP IDENTIFIED WITHIN THE WHITE OAK RIVER BASIN. SC WATERS ARE ALL TIDAL SALT WATERS ""
UFC 4-021-02 ELECTRONIC SECURITY SYSTEMS, CHANGE 1 � � i �^� y'�+w]' �• �°°�� N CqR'-,"'°--
C1 PROTECTED FOR SECONDARY RECREATION SUCH AS FISHING, BOATING, AND OTHER O
• UFC 4-510-01 - DESIGN: MILITARY MEDICAL FACILITIES, CHANGE 2 .•... """
ACTIVITIES INVOLVING MINIMAL SKIN CONTACT;FISH AND NONCOMMERCIAL SHELLFISH O Ess i
SCALE:NITS FC 1-300-09N - NAVY AND MARINE CORPS DESIGN REQUIREMENTS, °tiy'= y"
CONSUMPTION; AQUATIC LIFE PROPAGATION AND SURVIVAL; AND WILDLIFE hQ�LM 0 7Uilii Iq n1 fully w*cuale . roftrtpk2is wild muRM
CHANGE 5, 2020 /
hlT and e'Et1 ft i w I g t1'oshorn or {nth er dw bp
• INTERNATIONAL BUILDING (IBC), EDITION AS REFERENCED BY UFC THE USGS HAS IDENTIFIED THE WATERSHED AS BEING WITHIN THE FOLLOWING HYDROLOGIC 024054
• NFPA 101 - LIFE SAFETY CODE, 2021 EDITION UNIT CODE(HUC): Camp Lejeune-New River #03030001. THE LATITUDE AND LONGITUDE OF THE y =; 3�/#22
%• NFPA 70 - NATIONAL ELECTRICAL CODE SITE ENTRANCE ON MONTFORD LANDING ROAD IS: Latitude:34.735370°North; Longitude: ;O '=�+ ��.=
Tabl�■ A.i Ir�9 FnI:+IVIV °/ N
77.409332 West 'Li `"
• BASE EXTERIOR ARCHITECTURAL PLAN (BEAP) FOR CAMP LEJEUNE Tompormy SoodINR SPFGI" Rao�Ib�■�■E ° 9S F �.�ti�? '
• ABA (ARCHITECTURAL BARRIERS ACT) THERE ARE NO WETLAND IMPACTS WITH THIS PROJECT. ild"''un MdW 40
PROJECT MIL-HDBK 1013/1A DESIGN GUIDELINES FOR PHYSICAL SECURITY OF sumenaf
Camp Johnson FACILITIES THE NEAREST SA;HQW CLASS WATERS ARE LOCATED APPROXIMATELY 2.7 MILES M the Pkxtrani aid k4�IPM. a VrzP--51 nMad 511dorrMs moo by
LOCATION MIL STANDARD 1691 DOWNSTREAM OF THE PROJECT DISCHARGE POINT (NEW RIVER HUC# 03020302-19-(27)A1.) subunumd AI i PW a 501WAeri. •
ASHRAE 90.1 Iting d■wlif
Camp In ASHRAE 189.1
Fitne Cents �'Fx,nle�i�l+er 1G
I—AAM9 1 - Ang 1F,
F� Irk_ I 1 s - AYGL 1
DESIGN
Montford Point
Marine Museum BUILDING DATA
� 7 � � o�F1 1ird o L � s �l ■r�1 �1� rf��11� eye rt g r�u nd 1620 Faraday Avenue
Carlsbad, ca 920A/
Marine Corps University
A/E INFO
} SNCOA Camp Lejeune'y CONSTRUCTION TYPE: II-B APPROVED
SPRINKLERS: YES AWN 4.0W blum Wtraw. AihersLam b-y Wclanp **hadphal1. notknp,
STANDPIPES: N O of a m uLei a n tali r q I ai A &Lk W lip bLbSK jHm "a OF LtrM-prle airs be
BUILDING HEIGHT: 14'-0" TOP OF WALL SINGLE STORY, Vi #ia�+rrij Iii gh,srlFOR COMMANDER NAVFAC
20'-0" LOW ROOF PEAK ACTIVITY
Mil rn� n irl Gi
18'-0" TOP OF WALL TWO-STORY, �l�li d �rlattfltl lri l}�I h, l a1� Rgimd, itwW Wet and mulch
44'-0" HIGH ROOF PEAK
m rrt{o uWX �-tpw� 4 rw4 n or vtw rLq rrt.mW
NUMBER OF STORIES: 2 SATISFACTORY TO DATE
GROSS BUILDING AREA: °°=`°mSoil Si1Mo—oerceR°'°l
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M S.a ' DES DRW RQ CHK SS
2ND FLOOR: 5,788 SF Wr" p Tei 15.11ift SandIri wMI=Lur& PM/DM
1 ST FLOOR: 12,981 SF I ��- Bm8—Baymeade-Urban land complex, 0 to 6 percent slopes TI MpOrAllar 5a111iiii'dlll!'i 1m■ R ja I1L,Iliaui BRANCH MANAGER
� �I�� I • CHIEF ENG/ARCH
TOTAL: 18,770 SF ' ,�° Map Unit Setting +yiP�4RoTF+Cr1det4�1 On ��� � �) �
I National map unit syni 3ws5 FIRE PROTECTION
Elevation: 2C to 160 feet
Mean annual precipitation: 40 to 55 inches •�• J y _ 0 j U
3 OCCUPANCY: B [BUSINESS] I Mean annual air temperature: 59to70degrees F uF+—y+i9tT! z
I Frosl-free period: 200 to 280 days my rh Pi —fit tarp • 15 - � • � 5 Q Y z
PLAN INCIDENTAL USES: S-1, S-2 ( Farmlandctassification: Not prime farmland O UJ Z
NORTH 1 CNKLoI PWn" Ppirrp rL�a 15 � 30 o U
VICINITY MAP ALLOWABLE BUILDING AREA: 52,500 SF I Map Unit Composition z j 1"1"I
ALLOWBLE HEIGHT: 75 FT eaymeadeand similar sods: 45percent la"i�,iu,1�157i19ki
131 urban land: 40 percent Z Q 0 LU
SCALE:NITS I Minor components: 8 percent FPIw 3M " I 1 7 y 2B* OAH7v amu rid *gnmR" IrTe'o-� E J
Estimates are based on observations, descrn iens, and lransecfs of the mapunit. w � W U
and 1. 444 L13j zK rf 10.10,10 %rl 2w Z Q U Q
J Description of Baymeade I Q J
PLUMBING FIXTURE REQUIREMENTS s \ Setting w o
""rnn v Landlorm: Ridges on marine terraces t •4 R� � � �IJ'*wUy Iark0g w+Ih asooIL �r� w z LL1
9•rrail_,___---'` O ,�' Landformposition (two-dimensional): Summit, shoulder Q
- - O,,b '� Landform position (three-dimensional): Crest Dr a rmu k h arc" #-1. A cksk 'tilt th Id o d&s sal rptr7 N y s#a g h I con k-3
• �` Down -slope shape: Convex J
1 r• ^® r e ` 1 Across -slope shape: Convex u raa,i � a n d ifs a D&11 irk 0301 Q 0
j' . Parent materiai: Loamy and sandy marine deposits ILLL
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I - s Custom Soil Resource Report 1f7•� 11 * n ° �� U 0
t. Repair a Ia �2e damn rd areas kriT)edrillto Tlgjitss w Lh 5D Q cn z
1>� A 4A ri u rl in Ma A It h m ram• as i runt I I i n �'il•� z w �_ �
Typical profile L �..i + ..i LLj
A - 0 to 2 inches. fine sand n.i LrF� i,� �i� 11 rlrlrl m'�R4 �j 1 Q T.117 ��.1 Q O LI-I
E/Bh - 2 to 30 inches: fine sand T T P' ' r _
ao t sr - 30 ro 40 inches. fine sandy loam C o e sla I PW n F olr Rmftu alto n W b s M d em h leis F etc v y or U 0-
y 'en�e:uw�orm-+mn�nas.�r��a. C - 4D to 80 inches: loam fine sand
p a FIXTURE TOTALS ARE CALCULATED USING 2018 UPC TABLE 403.1 BASED ON a a m m y cn
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G t'd < n a � m � Properties and qualities � Q MOO.
C °�wamm,o�:xm.ueu �� w®. rasm.ummpra,.
� � n RFP AND PD/P Slope.-o,d6percent e.� � U F—
S ? Depth to restrictive feature: More than 80 inches Z Q
Drainage class: ifdass: Well drained O U
RunoVery law
v on Capacity of the most limiting layer to transmit water (Ksai High (1.98 to 5.95 w Q
inlhr) LU M LUL.I
BUILDING SUMMARY Depth to water offloobin : None
48 to 60 inches
ptie Frequency ofpondtng: None 7 0
3 ¢¢' AveFro�able wets flooding: NOne z Cfl
ppiy, 0 to 60 inches: Low (about 3s inches} `/ Qr
Interpretive groups z 0-
tr Gptn Land capabOty claSS&C.? n (irrigated). None specified w
DISCIPLINE DESIGNATOR: SHEET TYPE DESIGNATOR Landcapabitityct—ificaher(n ,igated}: 3s FINAL SITE STABILIZATION CONSISTS OF PREPARING, FURNISHING, AND PLACING LIMESTONE, Q
Nr Camp Johnson Hydrologic Sold Group, A (%� z
© Fitness Center Hydncsollraltng: No
PROJECT MISTC East G-, GENERAL FERTILIZER, AND SOD; FURNISHING, PLACING, AND MOWING; PLANT GUYING AND OTHER OPERATIONS w o M
Fording Pit o Description of tlrban Land M
LOCATION q O G-, LIFE SAFETY SHEET SEQUENCE Interpretive groups NECESSARY FOR THE PERMANENT ESTABLISHMENT OF A FULL STAND OF GRASSES AND PLANTS AS z J z M
v' Land capability classification (irrigated): None specified
a C-, CIVIL NUMBER Landcapabifiryclassdcaton(noni gated}: 8 REQUIRED FOR SITE STABILIZATION PER NC EROSION CONTROL STANDARDS. w U o
{ r Hydric soil rating: No Q U ui
L-, LANDSCAPE o
d' r Minor Components u- LL_ z LI..I X
i N¢n5oo�� A� �� got S-, STRUCTURAL Torhunta,undrained SODDING AND PLANTING SHALL BE PERFORMED ON ALL EARTH AREAS DISTURBED BY CONSTRUCTION ° 1 < J 06 L
Bob Camp Johnson Nat�em A-, ARCHITECTURAL V ^ Percent of map ats on manse eRa�eS,rarolinabayaonmadneterraeea,depreasiona PER APPROVED LANDSCAPE PLANS. PROVIDE SODDING OF ALL EXPOSED SOIL AS PERMANENT w j w °O
Gymnasium INTERIORS X# / A-201 onsopesh tic: Lis STABILIZATION UNLESS MULCH PLANTING BEDS ARE PROVIDED. PROVIDE PLANTS WHERE INDICATED. � Q C) i co
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cross-solope shape. Linear � z �
FA, FIRE ALARM Hydhcsorlrafing: Yes THE CONTRACTOR SHALL ADAPT HIS OPERATIONS TO VARIATIONS IN WEATHER OR SOIL CONDITIONS 0- z m
FX FIRE PROTECTION Lynn haven, undralned W H
Nad¢R °` o ea , Percent of mapunff.2percent AS NECESSARY FOR THE SUCCESSFUL ESTABLISHMENT AND GROWTH OF PLANTS, TREES, SHRUBS o Q
LandSUPPRESSION Doamf rm: Flatsape: Linear
aces AS NOTED
Downslope shape: Linear AND SOD. SCALE:
P-, PLUMBING NUMBER OF PLAN, Acinsasoil rating:
Shape: Linear 1661828
Hydhc soil rating: Yes
EPROJECT NO.:
PLAN M-, MECHANICAL DETAIL, ETC ON SHEET Leon
Percent of map unit., 2 percent CONSTR. CONTR. NO.
NORTH E- ELECTRICAL PER DRAWING AREA GRID Doown�-slope'share: Lneaats on e terraces
PROJECT AREA MAP Acrosi Hydisoilraing: Y Concave N4ING NO.0 D 0034
Al T-, TELECOMMUNICATIONS le,undoilraling Yes NAVFACDRAWINGNO.
TY, SECURITY Murville, undralned
SCALE:NITS Percent of map unit: 2 percent
SHEET 2 OF 21
ESC-002
1 2 3 4 5
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Soy Sd¢¢tg coy.
Comp �U
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WC
URINALS
LAVATORIES
SHOWERS/
TUBS
DF/EWC
MALE
FEMALE
MALE
FEMALE
REGULAR
ACC
PROVIDED
5
7
2
6
7
1
2
2
REQUIRED
2
2
1 NA
2
2
1 NA
1
1