attachment_1_RFP DES 2026-06.pdf
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- Solicitation number
- RFP DES 2026-06
- Issued by
- Carroll County, New Hampshire
About this file
Pumping Station Project Documentation Summary
This document set comprises architectural and engineering design plans for wastewater pumping stations developed for the New Hampshire Water Supply and Pollution Control Commission as part of the Winnipesaukee River Basin Program and Winnipesaukee Water Pollution Abatement Program. The projects include multiple pumping station facilities: the Franklin Interceptor Sewers Pumping Station, the West Paugus Interceptor Pumping Station at North Main Street, and the Maiden Lady Cove Pumping Station. The comprehensive design package includes site plans, architectural floor plans, wall sections, equipment schedules, structural details, electrical layouts, mechanical systems, piping schematics, grading and drainage plans, landscaping designs, stair and railing details, roof details, and elevation drawings at various scales. The plans were prepared by Edward C. Jordan Company, Inc., and Whitman & Howard Engineers and Architects, with design dates ranging from 1977 to 1980.
The project documentation establishes detailed specifications for concrete construction, including cast-in-place concrete bases and precast reinforced concrete structural elements. The facilities incorporate mechanical systems with generator and control rooms, HVAC provisions, built-up roofing systems with insulation, masonry exterior walls with face brick, multiple access routes, and comprehensive underground utility connections. Design elements address cathodic protection, water intake louver systems, roof drains, drainage structures, and heavy-duty handholes. The specifications reference concrete walls of varying thickness based on depth (8-inch walls to 12 feet depth, 2-inch walls for greater depths), stone bedding requirements, and nonshinking grout applications. Construction details include treated wood nailers, copper flashing systems, compressible joint fillers, flexible membrane flashings, and asbestos flashing materials consistent with construction practices of the period.
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Text version
BM 28416
NORTH BONNET NUT ON HYD2ANT
AT THE SOUTH END OF ZIVEE ST.
AT WINNIPESAUKEE ST.
ASPHALT PAINT
AFTEE IN6TALLATIO4
ALL SURFACES
CLEAN METAL TO
METAL CONTACT
HOLD DOWN
LUG @ TANK
+O WIRE W/8± WRAP
AROUND HOLD DOWN
0LT.
DETAIL/\
CATHODIC PROTECTION
N.T.6.
-O
GUARD
2All �
FUEL OIL TANk
( PAD : TOP OF
TANK 271 7
T
� NOTE:
6TATIOM9 SHOWN ON PLAN ARE � ACCE99 ZP STATIONS.
I
TOP OF HATCH
272.%5
� 2oz
PUMPING STATION
SITE PLAN
SCALE: I"=ZO'
r--•·- -f- ------· -j---- -----�
· � km"t � kr� � ■ SuriA 4A. ct 2 � . +��•• L2.�1.
� Put7cc!kl <7Erl.Lt.
E A«JIM � "C 2e � � .t-7 w k 4E-.A �s_ l 2E 3nA AA
U
€IP RAP
l
PS ENTEY WAY PLAN � NT S
� A'_ � � � �
Edward C. Jordan Co., Inc
ENGINEERING PLANNING ARCHITECTURE
2o 10 0 20 40
GRAPHIC SCALE/-T.
3 :
I
O
I
I
- � � mi
- �� ± � 1 9 " - �
� 46-s *4,/ ◊You. w v 7#'2
PS ENT2Y WAY
PLAN REINE
N T 5
L � i_t , ; •···1
'H 1Ir
(7 " s- Ji � • 4l I
SECTION/z I T �
WINNIPESAUKEE RIVER BASIN PROGR■
.- cviuperr »27 ]INTERCEPTORSEwERS INFRANKL
-+-- -- PORTLAND MAINE
I..
STATE OF NEW HAMPSHIRE
PUMPING
SITE
STATION
PLAN
WATER SU PPLY AND POLLUTION
CONTROL COMMISSION scALE AS SHOWN .- ] a-ior 7607210] "*" ""# ]
BUILT-UP ROOFINC INSULATION
� --ii
- 3FARINO PAD
BUILT UP ROOFIN
� IN&ULATION
SANVEL PRECAST PLANK
-I RIGID STYRORKAM INULATIUN 1 e2 1
4 �
COPPER FABRIC AAINA TE
CONTROL RO0A
CALE 4'= � -0" Ab BUILT � 27 80
BEAM
CAMBER
GENERATOR RO0A
CONCRETE &cocK
DETAIL (\
SCALE 4'-1'-0" A5 PU�T 3.27 80
FIN FL FLEY 278.%7
per0u , 33, TYPICAL EXTERIOR MALL
1-io@[ijo3
TYPICAL MASONRY
PARTITION WALL
TREATED 2'x6' � GA scale 4° *1-0" cale 34"*1-0'
EDGE DETAIL
BUILT-P ROOF W/ ALUM GAVEL STOP -TREATED 2'x 1 2' FASTENED TO PLANK PITCHED TO KO0F D-/�N �
INSDLATIDN @ENOS
-PLASTIC D ARING PAD 7BEAEI�HO © FE6Ak
ELEV 210 0*
DOOR SCHEDULE
Door Jfpe Mfea/ 8uck 7Vpe
Wea/her trpbg Sers
1__ 0 ·
3 0' L'2"
WINDOW SCHEDULE
Msfe/ H. M.
5,/1 So/hd Jype (Cone.Block Zufe/ L-1
4" Ex.Gae [4"[ yuoos � � 6oz Lazo/ � z5%,E z f 4-4 re/ea' 2 hsv/a/en
2 *%' Trefeo
3° Ex. Grae ywood'
TYP/CAL EXHAUST FAN CURB
cs/ea ' = '-0"
+ 1I I I I I
+ 11 I I I I
Scala I/z" = /-0" AS 6VILT 3 27 80 a@
A5 BUILT NO SCALE
I--
NEO:RENEJ7
WEAT#EK 576/PP/4
@HEAD / tock 5DE AM
MALE MEMBER JW BUCK@ /MGE SIDE
� O SCALE
°1-*1H ;k=i t Bronze
Wesfher Sfrpmg kW = /Heae/,lamb& Door Bo#om l- « sl S
Ku6be
W47HER 577IPPWG
� 5/LL5
LIM7EL SCHEDULE
Mrk Uni# \//star/ \length\ KRemrks 4-1 \24s 3%,3%"%\ 6eel 3 '-8"
Koo oom � 6u &c#EDuE
Cone.
Conc.
Conc.
C.B¢ Conc. � Conca. � z'I e le-el �
Conc Cone. - [Cone.
� THOROSEAL SYSTEM USED
TYPICAL K00F DKAIM
WO &CALE
DETAIL A
MA50NRY 0PEN/W66 Fo
MECHAMICAL WORK
VOTE : o es/& B(C- See See/ 3-/04 of/ Jempered' lead Cos fed' Co,bar
De sign#on (A>
<B>
(C) <D>
(E>
(E)
� ze 36"* 64 72 -64" 48"x 40" 42"x 64" 24"* 6¢ 40 , 48 fnsvl.on
8j yAAL K0o ET csle 1#•1-0"
Edward C. Jordan Co., Inc.
KEENE, NEW HAMPSHIRE
STATE OF NEW HAMPSHIRE
WATER SUPPLY AND POLLUTION
CONTROL COMMISSION
� � � ° --2 < mesoue sue [• 74 [314/zz]
SCALE 4 � = 1'-0"
Lnfe/ 7ype � // EI.
l-5 282.00 L-@ 282.00
Z-2 282. 00 /-7 282.00 � -8 z8e.00 ± - 9 284.25
WINNIPESAUKEE RIVER BASIN PROGRAN
INTERCEPTOR SEWERS IN FRANKLIN
PUMPING STATION
WALL SECTIONS
AND SCHEDULES
I OATE ISSUEOT
[ 6-+-77 [I5 I - I06 7507210
NOTE 1: HEAVY" DUTY HANDHOLE COMPLETE WITH FRAME RING AND COVER AND BRICK CHIMNEY. CONCEAL HANDHOLE BELOW FIN. GR. SO THAT COVER IS � � ewer remove cosoum. 52S , 2I" Fµ Tsai" ruvisii wire "a*
V �� 7 •-
NEW PUMPING
,' "' / NEW ROAO / t LI, ( •
1EXISTING-
I 2 30 01
C.LFENCE \ 2' __ ,,
/ WATER 11
-. I P. � � PROP I P IT Ili _2 olr � 1I FILL !-� I �9A OON
I O J /�:�����i � STAN1
1 H�I. , 7- � '.-<-'IC.I#',_' WAL< 1,l_H 4 I
OLD
DIGESTERS II
I, I I:
3M Ts av i / M.H.• CAULK w, I � � s"BRicK a !\ � woeiak
LECT. ICE FOR S
IZE IL' EE SHEET NO I8 � i
• - ..22.2
NEW 8 C L FENCE IO ± OFF THE SHORE LINE, ADJUST IN FIELD
(SEE SHEET 12)
SITING PLAN
SCALE � 1" = 40'
El I:!
PIPING SCHEMATIC
SCALE: 1" = 40
+ 1"ea.r* � Pave@Eni I ° ° SEA2°I5g
L
COURSES
� 2 0" COMPACTED] BANK RUN GRAVEL
I2 %"
TYPICAL ROAD CROSS SECTION
NOT TO SCALE
¢WALK
1' + / 2-6"COMPACTED (_ GRAVEL BAS COURSES
z . o'co
MPACTE
'J
BANK RUN GRAVEL
I � l 7 L� 4 ' _L __J
MEREDITH � �
SCALE
LOCATION PLAN
TYPICAL WALK CROSS SECTION
TABLE EDGE TO BE AT SAME ELEV. AS INSIDE CROWN (TOP) OF LARGEST PIPE BUILT INTO MANHOLE
NOT TO SCALE
MANHOLE
I;
MANHOLE DETAIL
Sheet No.
I.
2.
3.
4.
5.
6.
8.
9.
10.
� I.
I2.
13.
I4.
16.
17.
EXCAVATION PAYMENT LINE
CAST IN PLACE CONCRETE BASE SECTION
CONCRETE WALLS (8" WALLS TO DEPTH OF 12'-0", 2" WALLS FOR DEPTH OVER 12'-0"
6" STONE BEDDING
INDEX
Title
Title Shee t Site Pion 8 Index Architectural Plan - Lower Floor Plan- Middle Floor Plan- Upper Floor Roof Plan Sectional Elevation I Sectional Elevation II Sectional Elevation III Structural- Lower Floor Structural- Middle Floor Structural- Upper Floor & Roof Heating & Ventilating Electrical - Upper Floor Electrical - Middle Floor Electrical - Lower Floor Electrical - Schedules, Diagrams Electrical - Legend and Motor Control Raw Sewage Entrance Channel
Center
SECTION DESIGNATOR
SHEET SECTION IS SHOWN ON
L AKE WINNIPESAUKEI
H-o
EN EXHAUSTS �
NORTH ELEV.
r - 1/2" EXPANSI0N 1 J0IP-.IT l--- OUTSIDE T0 6" BEL0W 1 GRADE T0 BE C0ATED w/ 2 C0ATS 0F 1 DAMPPR00FING -----;
' I �J ,& 1 I EATHER o!
''L
TOP 0F lnALL SEE DETAIL N0 1 THIS SHEET El 49'8._,19,_ _ ,.__
�I r
c. ----" ---'-- J'.'._ __¥!)0 SLAfL
E L EVATIONS
SCALE
SOUTH ELEV.
C0PPER FASCIA -
BRIC K -
l C C0PPER FASCIA
FIN FIRST Fl EL __4_!!U?_
<j'-12" 3/4" STONE
5 PLY WATERPROOF MEMBRANE
GEN EXHAUSTS VENT
�_l _
•·-o·, s'- o" da
" -" L0UVER (SEE :-IDETAl l SHEET �:--:i NO. 3 ) --- -
R0ll.LNG GRILLE SEE DETAIL SH N0 8
1 1 ,· t --
PRECAST I C0NC PLANKS'
C0MPRESSIBLE JOINT FILLER --
1·
1 SECTION �
SCALE• 3/411 = l '-0117
• I 0
2 :
e'
COMPRESSIBLE JOINT F1LLER
c!
-r-· · --r l L -- - �J. - - - - - - - - - _ - - - - = - - - - = = j • r
'"STYROF0AM INSULATION
UPR00FlNG � ,eo INSUL
1;-�'
DETAIL
SCALE 1 1/211"' 1' o"
EAST ELEV.
L C . COPPER FASCIA TREATED WD NAILERS
C0NTINU0US LC. C0PPER CLEAT
1/2 A B. 6" L0NG 4 0" O.C
1 1' 8" 4 '
WEST ELEV. 1 {
�. ..--e-, _ L C COPPER CAP FLASHING
TREATE0 W0 NAILERS EL
�I 48985 ·:�, . ���
� EL 489 85
·�"". J METAL TIES 8 • 0.C VERT 3ft' 0C H0R
EL 485.52
DETAIL 2 SCALE 1112 - 1' o'
FACE BRICK
1 •i[- a· _ --.f r.=+::'-- - 8" CM.UNITS
FLEXIBLE MEMBRANE FLASHING 2(4") CM.LN1TS 3 LINTELS 3112''.-c. 21,2"x�
-.l+I----MOTOR OPERATED LOUVER FIN. MIDDLE FL0QR El. 473. 08
L0UVER M0TOR
----+---- FLEXIBLE MEMBRANE F LASHING
N0TE:
L0WEST FL00R 8 WALLS T0 GRA0E T0 BE C 0VERED WITH 1 METALLlC CEMENT WATER PR00FI NG 8 THEN PAINTED - ---,- °FIN. L0WEST FLO0R El. 459 66
INTAKE LOUVER DETAIL
SCALE 1 1/2"• 1'-0 SECTION
SCALE 3/4 1 0
1 !1
8 B0ND B M
000R
'.i' Z: �i
• 1 �!
"'I
FRAME
� WELL
,z
N ol -1
FIN FLOOR
L
_e� . 47• "' l
H-02701-1 n/. 7 2 = 50/.00 I = 480.57 za'ec stab /tag /nu * 490.00
OUTSIDE PIPING PLAN
SCALE 1"= 20'
PA � - �
R,R.9IKE Pele Eli. ■ 649.61
END opeO epe TH� INjP Ex6NG
I er.
r
� i
L
I
� ozo
E LAM
1' � 42'- � "
LEGEND
------- TEL.
- ELEC.
- - WATER
I
I
80'
NEW HAMPSHIRE WATER SUPPLY AND
POLLUTION CONTROL COMMISSION
WINNIPESAUKEE WATER POLLUTION
ABATEMENT PROGRAM
PROJECT NO. C-330206- 01
I DATE
GONTouR VIRE of +foe
«1AE WL
EEfRonE LE
-ALEC� ��
Ri- RP APRoM LodeO EOG er Wocos LIMIT f WeRn
U6VERT
AS1Xe CboEKYATIPH WELL
BM6Tio � 63- �
646.97
DOC0OD
O � �
· #ragretie�- PIMEMoIMo A2E. eveN le TE ev ACE oF 6UILDIMG.
4 sew.67Ar* A0SEA/ ne exIsTIM& ME WALL ANO Se
MARK A-�•
� �� Tu« MEN6IP e1 FUEL A9D -NoFO<MER O --ee HA £LEcTRI6AL p2wINe>, 4 ALL DARB±D A2BA*, NT<cl @ UcTufe> , PAvemeNT,ETe. , Hi ¢" LA + sE, � 2ESE2
A7s Gr
ME9H UNTIL A coo ?O e I e>TOLItED.
e. TlG co AcieK oHU«GMove l I.o' UME« FEET or THE st. � VoCATED INF®ONT eF WE PRoPoee:
1427)% es:-*E0823z6 PA0PENT o- HE owME.
WEST PAUGUS INTERCI
NORTH MAIN STREET PUMPINI
LAYOUT, GRADING & PLANTIN
WHITMAN & HOWAR
ENGINEERS AND ARCHITE
45 WILLIAM ST WELLESLE
"°#" [ *"s suows
""c"r I"*aw.z � � FEE I � a"as ls«r
CONT
co i I
ROOM
SERVICE S NK
50'. 9 "
PUMP ROOM UPPER LEVEL
i I i]cccr xis* 'I LEEYE
��--'_�< ,l �l.,"�•=ea-==A"-,___=___J
1 M o
� I � 4
J 2 0
FIRST FLOOR PLAN
ROOM FINISH SCHEDULE
FLOOR WALLS
_ BASE]
CEILING
I MATERIAL [FINISH]MATERIAL [FINISH]" ' [ MATERI A L [FINISH
Zo
AUTION
RE55UR!
z\T/z Poth6LE � A5z:* WATER
PRESSURE SENSITIVE
682-5
BACKING
-RED
YELL0w
� 22//Z/ ] Yutow.sts:Ps
IG*! TO PE MOUN'.ID &90VE
EACH FIRE E,T:;4GU:SHE7.
' � PEQU ED
ROOp PLAN
8" <1'-6"
ABBREVIATION>
SYMBOLS
LOUVER & FRAME
OPEN!NG
/_ I0 \ DETAIL NUMBER
A-4/ DRAWING WHERE
DETAIL IS DRAWN
DETAIL
ALUM
8MS
BR
CONG
G. J
CL.
CRS
DE T.
DIM
DIsP.
DN
D'WG
EL.
EQ. SP
FIN FL �
F D
GALV. �
GL PAINT �
4V.
HVAc
u. � L. P
MO
0 5ECT10�::1JW.MR.
L -r-:;-: Dll..1.WINGWM;.ltl
#** SECTION 15 DRAWN
SECTION
ALUMINUM
5AMS
BE1CK
CONCRETE
CONTROL JOINT
CLEAR.
couRSES
DETAILS
DIMENSION
Di6PEN5OR, DOWN
DRAWING
ELEVATION
EQUAL SPACES
FINISH FL0OR
FL0OR DRAIN
GALVANIZE
GLAZED PAINT
HEIGHT
4oLLOWVET-
HEATING, YENTILAT ING , AIR C0NDITIONING
MIGM POINT
Low POINT
MASONRY CPENING
MANU
Lo
0. �
0P'NG
a P. M
PI
R
RM
R D
RECEPT
ST2UcT
SPECS
sEcT
� OPENING
P'.ATE
PRESSED METAL
PIMT
R:SER
Ro0M
ROOF DRAIN
ICEPTICLE
STRUCTURAL
SPECIFICATIONS
SECTION
TREAD
7µk
RECORD PLAN
NEW HAMPSHIRE WATER SUPPLY AND
POLLUTION CONTROL COMMISSION
WEST PAUGUS INTERC
WINNIPESAUKEE WATER POLLUTION
ABATEMENT PROGRAM
PROJECT NO. C-33O2O6-O1
NORTH MAIN STREET PUMPING
FIRST FLOOR AND ROOF
E
F s e e
-_E - -
� : " JJ � � �
es ErX2Ge
D� MVLH
LE
MMETRICA_� COMPILED
B*
COL-EAST.INC.
MS 8
DATE:
I-E NO
NOP'w00D MASS.
CE�. I974
4 64
WEEAOE
4'* 1"
1TEMrkA ET C2NsTKUCTON ' sees-e k s
EASEMENT �
EAS
Txet unE
UCTURES. PAVEMENT,
fLANTNe fAH- Ue A5K
KreA 5CT12N* KAIL9A? CR0ING � 6A.E j4#1-0'
GENEKAL OT6e
f. 1'He l,,l�l ;df Wdf/£� .,1,-JS' �rlAL,.v t;,i;:'.
es ± " 4--6Ea 2Es"F At-2Ee2gs"
? PR/voe A Mo0A KAN9ITI2N wHEN AP)0INT me 20P0982 ROA > ��veM�NI 'NIT'H HE EXmMNc FAA AVeMeNT
1'= 4' kFek'Z" 620 - eKiTri o\To# (2' vE*« 9 Propose PoT EE/ATP
- - -- 'Ko[09P NT)R � �/"'N61' IA?4"'iilPN
PRoP>CP 1KEE LINE © eeoPe>to FEE>
O AI/TING 1FEE >
- Peete HA4.INK # ENoE
Huie -eu= -. cne �
" RECORD PLAN
NEW HAMPSHIRE WATER SUPPLY ANO WEST PAUGUS INTERCE
POLLUTION CONTROL COMMISSION
WINNIPESAUKEE WATER POLLUTION PAUGUS PARK PUMPING S1
AB ATE MENT PROGRAM
INTERVAL) LAYOUT, GRADING, PLANT
PROJECT NO. C-330206-01 PLAN AND DETAILS
WHITMAN 8 HOWA!
As6 ENGINEERS AND ARCMT
� � �� � � 89 BROAD ST. BOSTC
EE( »on. 1*} DESIGNED BY [ sciut As sucww ] � 2 ���e/ D..S
Cvsee i 9/a/ � �� �'-,sn��� · DA AwN BY ] rrmovcp m/ N O DESCRIP TION D ATE D.L.S 8"a1 CHECKED BY [ 2-4 I seer . REVISIONS E R .C .
tu 5i200f �
STA I R NO. �
� � 502 0o#
STA I R NO 2
EL 484,00
S E C T I O N A-?
EL 502 00
14 Te 9% * 1 l
S E C T I O N Ia-:
4' � - o'
SECTION 4 � l '
0O v � � i , : � I s i
I 3] � � j i ol �
STAIR NO. 3
R E MOVABL E
12 ALUM. PIPE RAILING POST.
1 ALUM.PIPE RAILING POST
l NON· SHR\NK! NG aR.oUT
2%sLEEVE I - 1 r . .•
. . · 1 1 -. • • I nl_ j
F I X E D
Is'♦ ALUM. PIPE RAIL ¢ P0ST
R E MOVABLE H A N D R A I L Z 9oC:.1.Lf ?," <o.l'•O•' es' * k?9"""** COVER R WELD TO
PIPE PLUG
I i ♦ PiPE PLuG
FLOOR PLUG FOR REMOVABLE POST 5
G AT E D E T A \ L
A-7
%'ALuM � WELDED TO POST
4'x 6" TREATED WEcD BLOCK; NA � •
? FELT STRIPE SET 1L PITCH OVER FLA:IGE
sy e u sror pat ", 7[GLET vFTAL CO" XTER FLASH'kG u i A
D E TA I L � �
1%"= 1-o" A-I
- v±Pce BAER.IE: 2 I
2°*""°ig'··a-.. ..sq
% ALUM R WELDED T0 POST
ALUM STRINGER �
NEW HAMPSHIRE WATER SUPPLY AND
POLLUTION CONTROL COMMISSION
WINNIPESAUKEE WATER POLLUTION
ABATEMENT PROGRAM
PROJECT NO. C-330206-01
*o
R O O F D R A I N D E T.
i7 To )
I6 bZ LEAD- COATE> COPPE#. PLASHING
� � sE: FL ANGE
- ASBESTOS FLA54NG
•; ,-l��F(l.i '",Pl,.'{ IN FLASHING CEMENT � / I / (a e: ,_-: ·llt �Ocr.!t-lCi i [ I ! &: LATIoN inc-ru J i:· � • Ji [
1, 1 . 1 •••
RECORD PL/.. :
W E S T PAU G U S I NT E RC I
PAUGUS PARK PUM PING S"
STAIRS, RAILINGS, 8 ROOF DET
WHITMAN & HOWARI
ENGINEERS AND ARCHITE
45 WILLIAM ST WELLESLEY
DESIGNED BY ] as NoTED I' R W H DRAWN BY [ APPmovcb
NO DESCRIP TION DA T E
%204./
N L Z REVI SIONS CHECKED BY [ °"i3 ] s«er R W H
CONTRAC
k_
Mofe:
/ For special cona/ions & requiremen#s relating fo struc ture ercavaton a bock/ see Spec/jcarons , Sec/ion ?6, 2� el rhea/or Zs �� 1 .8.5 Con/ai'/ Undergrown
Tc.
R VISIONS
IK PIPE
PKoRED EATUMIND)> cMCEETE PAVEMENT
L I M I T of Work
0 I I
RECORD PLAI
M AIDEN L A DY COVE PUMPING
N EW HAMPS H I R E WAT E R S U P
P O L L U T I O N CONT R O L COM M I
S IT E LAYOUT AND GRADING
WHITMAN & HOW#
ENGINEERS AND ARCH
45 WILLIAM ST WELLES
l
52l.0 4 L
EAST E L E VATION
' =-o"
( L U M . GRAVEL sToP
EL sToP
L e:' F!:L7 !,TRIPS SET JN PITCH
OVER FLANGE
I
GRAVEL STOP DET.
r FLA!ii-fG. CI..A.MP-
I .FLASHING
TAPERED INSULATION
T UP ROOF'G.
OR BARRIER
I
£ · . 1
R9or DRAIN DET() � ' . r° �
W E ST E L E VATION
INSULATED
FIN. IsT FL.
LEY. s?z. oc
� FxHAU5T 1PE
LEV.JETERMIUED
IE□ � so
(FN. GEAE
DET. OF RECESSED BICK.
I /2 " = 1 '- � "
�t',Rl(;i.,:, s1-11;:u: ELEV. 51$.33' µA
HEAD
NORTH ELEVAT ION
( ALUM. GRAVEL STOP
• 4 L-3
(E2 (3)
� . . .. .. . . 2--
SOUTH ELEVAT ION
4' = 1'-o"
SEALANT
541M
I III
L. "sis'I
H E AD
•:8 � 5HIM
\ WOVl?N META!.. oTH S 1 L l ism FL. cu $22 .°2
• l
S E CT I
3/4 ' • I 0
� ·Uo Ot.. !..EAO, COIITCO mr7COP P IH! l=LASl,l lN(i-
- ROOFING AGGRE GATE
-ASBESTOS FLASHING SHEET
I 5 * FELT (3 PL1)
- BUILT-UP EoOpING
E SHEET 45"
� LAT1 OD
TE I ��
1 •
S E C T
JI\EEHEH4. veo BaeeiER(2 riv) ' = I'-o"
L ·4l2Hl \ 4 °+] cosc. eoo= pEcc
NAILE
V E N T STAC K DET.
in. � T- o *
M A I D E N L A D Y COV E PUMP I N G
NEW HAMPS H I R E WAT E R S U
P O L L U T I O N CONTROL C O M�
ARCHITE CTURAL
EL EVAT IONS, SECTIONS 8 DE
WHITMAN & HOW
ENGINEERS AND ARC
45 WILLIAM ST. WELLE
DESIGNED BY
RWH.
CHECKED BY
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*$ NoTED
JO8 NO.
7- 2 2 SHE
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