HomeMy WebLinkAboutSDP199500087 Plan - Approved 1996-11-08 LOWE'S
COMPANIES, INC. "One of the 100 Best Companies to Work for in America!"
REAL ESTATE, ENGINEERING & CONSTRUCTION
November 8, 1996
Mr. Glenn Brooks, P.E.
Albemarle County Dept. of Engineering and Public Works
401 McIntire Road
Room 211
Charlottesville, VA 22902-4596
•
RE: New Lowe's Home Center
Dear Mr. Brooks:
Please find enclosed site plans revised per the Service Authorities comments. We had to
lower a 15" RCP (P-19) adjacent to the garden center. Revised reproducibles have been sent
to Ron Lilly for signatures.
If you have any questions or additional comments, please call me at 910-651-4630.
I
•
r Sincerely,
Lindsay cGrady
Sr. Manager of Site Development
ii
P 0. Box 1111 North Wilkesboro, NC 28656 or 1203 School Street Wilkesboro, NC 28697 Phone 910-651-4000
ENGINEERING & CONSTRUCTION FAX 910-651-3257
N.
-_ - - - P 6 I (1 >' g; I `ti zIa°, 1 P SITENROOAD
m GRAPHIC CALF -_ s 1 1 i i-
SANITARY MANHOLES - ` �.- ,� E - f 19 241� ` 1 �L \
sANITARr M.H. /1 215.00 -� 1 S 19.24' 4' E Y S I �-'��- o ? o
TOP ELEV-503.N>' _ __ __ ___ _\. _ _ m z
�- _ _ _ �i1 -- ry 6 i U
SANITARY M.H.2 ( IN FEET 1 TAX MAP 45 -PARCEL 109 2P�\ m' _- --- --_--� __-- -- - - _ -- ---- =� 1 \ o o
TOP AR M58.ON6' 1 inoh - fi0 It O ` -'. ----- - o
RIO ASSOCIATES LIMITED PARTNERSHIP Pe' --1-
INV IN=451.66 12' PVC) GJ 191y / �- s 54.Ot•00' E O -J i ZONED HC � 413.23'
INVWT-451.44 (12' PVC) 3 SANITARY Mw. N3 18' RCP (A)$BONIUNG ALLEY•�CONC.___-Z i0P ELEV-aBO.tT -•`-yYytp_TVELEYa' Pvc) INV,WT - 4BI.82' (HEADWALL)_1vGAS LINE1yINV.WT-471. n• (8- Pvc) \ _".- ==` IUNDEG 18- RCP (B)'ZROUND 1 NV.WT Mt.91' (HEADWALL) O i a i .& STORM___
SANITARY N.H. N4 1A \ i6' RCP 'SAN !�� �` U
TOP ELEV-4)55T - ---'^'
INV.IN-466.J9• 8" PVC) ; I, -- -- - _ ; I $ 4 E ' O !Y"
INv.OUi-466.J6S (B' PVC) NV.W T.P. A81.A6' (HEADWALL) 5�99?_ INV NOT AGCESSP. ___\_��______¢{�}' - ____ _=6Z0q�� SO-� P 56 "T$-6T-0� ��....---� m'e1 W K W t W
S '-tiOYT�3� ---
SAN iARY M.H. N5�P _ O ALBEMARLE RG/N/A
�'---
TOP ELEV-457n• _ =O=-_ GrzT P-- -,- --_ � PARCEL 6 f09D _._- a "'- � � - � /O 83A,, PART OF fOD1 C
INV.IN-451 7 8' Pvc) ...`., EASEMENT FOR y\ - .� --N �48;R,V_ �7 '>;<R{� - �1'
R
N!
T m 5 29'9.45' W o c
INv:OUT=452.6)S O2- Pvc) - SDETENTION TORM SEVER POND/ GQ .g M6h 2y iq a_t-` _ ACCESS E- - - - '( 49.45' ZONED NC/EC y z
P�\P� 5.93" -_µ4~� N 6OwA•-S- A�; QR /N THE FOLLOWINGTHIS SITE 1.9 UREZON/NGA ZMA B617 INCLUDED
8D7-07.
�_ _ - - - - N 52-00' - W �379.7Y �'1 \e \ E
o / 227. G '40'OA' • _---- --..I --- - Q. Sfi051pQ0, VICINITY MAP
! / / -8&1010 50.64
L' �,-may - _ _ _ (9) 1 SCALE.• 1- = 2000'
CJ yd / 20' STORM SEW.ESMT \ _ ?
{ .4 / N 19'56'16' E I, e* ^
93,45' -- ;1 W ONS/TE WATERLINE NOTES ofin v
1) FOR GENERAL SITE WORK NOTES, SEE DRAWNO SP-1
( OJF FIRE HYDRANT •yvW M1 > 2/ ALL WATER MANS SHALL HAVE A M/NAUW COVER OF 3'-B' ABOVE TOP OF PIPE. S 1.
t j� P� z •\ W/a' GATE VALY! Vx '� O � 9l T/1E ARNMUM HORT/ZONTAL SEPARATION BETWEEN THE CLOSEST TWO PONDS OF THE WATER AND SEWER LINE 10SEPH E
a Q T .04 .y(j OP\ a (2) WTAL GUARD,, ��: 'Ri q /9 TfN FEET /10'L THE M/N/MUY VERT/CAL SEPARAT/ON BETWEEN THE CLOSEST TWO POETS OF THE WATER ,fix GRIF
N 63 F. 'POST 1 i AND SEWER LNE /S EIGHTEEN INCHES (18').
I ,•` - \ Al THRUST BLOCKS SHALL SE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS.
S\' ♦` _ \ a' WATER 1 (n 5/ DANENS/ONS SHOWN ARE TO CENJERC/NE OF PIPE OR FITTING � [LICENSE NB.
TO 1 a \ Ia' �� MAIN Oi5052
gF 8/ ALL L BE PROVIDED
DOMESTIC A1rr SANITARY LEADS TO D #Off SHALL END AS SHOWN AM ON PLAN AND i'
rm Q / p\'Pg0 SO'� \ \ TRANSFORMER PAD BY SHALL BE PROVIDED WITH A TEAB'ORARY PLUG AT ENO /FOR OTHERS TO REMOVE AND EXTEND AS AECESSARYI. )yn
JSi \ \ GENERAL CONTRACTOR 7) VALVES 314' THROUGH 3' SHALL BE BRONZE WEDGE TYPE GATE VAC W. VALVES SHALL HAVE �P
�\J4, Q / a,0 I FIRE DEPARTMENT PER POWER CO. SPECS. NON -RISING STEM WITH SOLID TEE HEAD OPERATING NUT
\� B (SIAMESE) 2= \\ SEE SITE UTILITY NOTE / 8/ ALL TRENCHING, PIPE LAYING, AND BACKF/CLNG SHALL BE /N ACCORDANCE WITH FEDERAL OSNA ((/-C/•�
CONNECTION SEANCE \ REG/RA TONS.
B.
CA TIE
\\ / 'n0 I \ VAL VF 9/ SEE SITE SPECIFICATIONS 'SITE UTILITIES' FOR SACKF/LL/NG AM COMPACT/ON REOU/REMENTS. /
OQ' 1 \ ,� 10) UTILITY CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER
BACKFLOW SS E E E p
1•' _ G THIS SYSTEM PR/OR TO /N9TALLAT/ON. t}
PREVENTION DEVICES -'�- B' X B' 1 F'
R�P �s=/��-�ti%' � � ♦ FOR FIRE LINE ARE REDUCER 1.
P 11) ALL WORK OF TN/3 PLAN SHALL BE DONE /N STRICT ACCORDANCE WITH ALBERMARLE SERVICE AUTHORITY
I 0. ' �9' SPEC/FICATIONS
cF LOCATED NS F , P FR
SPRINKLER ROOM - EXISTING ELECTRIC e',IPm 11/ ONLY CLASS 51 DUCT/L,E IRON PPE /S ALLOWED FOR THE WATER MA/Ns TO BE TAKEN OVER BY THE
'\ NI GAS METER SS - J BY POWER Co. ALBEMARLE COUNTY SERVICE AUTHORITY
TO BE REMO LOVE'S COMPANIES, INC.
I GENERATOR �+ SEPTEMBER. 1996COPYRIGHT
BY GAS CO. B' SANTARY SEWER S' FIRE D :p� 18 O SITE TE UTILITY NOTES ALL RIGHTS RESERVED
SEE BUILDING PLANS LW B' X B' TEE 1
ANL / I • GATE VALVE
RIM EL. = SNL BS 1`�\ I I 1 Q� A LOCAT/ON OF S/TE UTILITIES SHALL BE VERF/ED W/TH PROPER
NV, EL. INS + AM as C 2' GATE VAL YE UTILITY COMPANY PROVIDING SERVICE.
\ INV, EL IOU TI . 508.55
2) UTILITY CONTRACTOR SHALL PROVIDE 2' A 2' r 8- THICK CONCRETE
it/1'001ESTAC WATER.LLETER APRO,V AT ALL OEWERL/NE CLEANOUTS OUTS/DE OF BU/LD/NG 0
p N PRECAST CONCRETE YAKT ■�
1 FINISHED FLOOR I NIK EL. UT I PER AL8EA9LIME C0[MTY SERVICE I 3/ UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE
1I / -- NY. EL a.
ELEVATION • 511.50 �Q30 a•;0 AUINOAITY SPfCEKAT.tlAGS 1 �4'' ON FEES REOU/RED, AS WELL AS COST OF UNDERGROUND V
yr11 A SERVICE CONNECTIONS TO THE BUILDING.
TAX MAP 45 I PARCEL 109C LOWE'S sIA" B' P. V,C. IFRON 20' WIDEEASEMENT
WATER 01 ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER SHALL Z
I UNIVERSITY OF VIRGINIA EMPLOYEES I _ TRENCH RAINS EASEMENT ; BE RUN UNDERGROUND, FROM ROAD RIGHT-OF-WAY TO 0
ZONED HC SEE StAt NG SEE SITE UTILITY • 0
i e00 \ NOTE 5 \ �e,a'1 �' TRANSFORMER LOCAT/ON. ASSOCIATED COST BY UTILITY CONTRACTOR
,I VACANT O PLANS .x
I ' �O - _ / i 1 \ jp�Ip 5/ UTILITY CONTRACTOR SHALL FURNISH 12) - 3' TELEPHONE LONDLIMS) y
00 e 1•,•Ym 5) AS SHOWN ON PLAN, VERIFY LOCA T/ON OF TIE /N AT
N N T .�- f TELEPHONE COMPANIES SERVICE LINE PROVIDE NYLON 3
W m uj TIE INTO EXISTING- P/ILC CORD INS/DE CONDUIT
U 7 GAS MAIN ALL EXISTING UTR/T/ES CURRENTLY SERVICING EXISTING Z
i ¢ _ t�;Lb 4 Z( _ / JG' / � ' FACILITY TO REMAIN OPERA T/ONAL UNTIL TAW OF CLOSING.
rc w < I -(,e P EX/STNG GAS o- y' I 1 1-' 7/ WHEN EX/STING ASPHALT /S CUT FOR INS FALL T/ON OF NEW
V U TO BE REMOVED e4,Q �6 320 - a• PR ATE I ' UTILITIES ASPHALT PAVING SHALL BE REPLACED WITH 8' ABC
SA TARY WEq ` I ' TO BE REMOVED ONE / VOCffi
PP BY GAS CO. 1 (I NA E 1 STONE AN) 9' OF ASPHALT B/NOER. m
_ * SLAB INV..LEL. 55af000 O 1. QD. W/CLEANOUT
Q Y I ` BY PHONE CO. ASEM T C3
®7 ' D.C. 1°J d
Dol '� __�T _ 3'PV A PY.Q �ry 1'PVC y "J I ` 1 /gMGA1NAM WATER AETf iDAE A ALBEMARLE COUNTY SERVICE AUTHORITY a
/ ,I 15' NON-EXCLUSVE BY ALBEMAq(f LIXMrY SEgNGf 1
1)- _ 'T1�t ,It I DRAINAGEEASEVEIAAUMAITVNPqfCASTCarCRE1E GENERAL WATER AND SEWER NOTES
�I - - 90'
I 1 �/ ✓, , , ;� - -�__, _ �_ - J mi r PER ALAFAWAU CLrMn 1
SERWCE A/HA9,BTY SHECfICATim L WORK SHALL BE Ste ECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS THE CONTRACTOR W][[ BE RESPONSIBLE FOR
I ' r _ SS - __ _ �`' ,N_ _ NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF
To D$61N TN INTO EXISTING
11�V�, �; Ci jc -� WM ��� 1p� CI7y GAS MAN TNF WORK.
I -
1 I �/RE N/DRANn, _ ' d 1 -' i' _ Y,41F! v�NKgS 2 THE LOCATION OF EX/STNG UTILITIES ACR055 THE I#& OF rW PROPOSED
1 EXISTING GA9 L/AE I 'I-j�'/B• CATS/ .� -emu g ¢ ¢ - _ __ 1I p S 32-33.23' 'M 26.50 WORK ARE NOT /ECESSARLY SHOWN ON THE PLANS AM WHERE SHOWN
7 [TiI
I I TO REMAIN ALONG I 1'-v1/ VP n ,�TG' 594 ARE Oft APPROXAIA TELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN
PROPER JY LINE I., I \ \ •� O� CLEANOL/ 2W - 4' BA TAR SEWER 11yy BEAD T 'I INTIAT/VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY
NY, EL B50 OX W L TS O 03 4 \`
'I i- rr O,C• h f 3. ALL MATERIAL! AM CONSTRUCTION SHALL COMIRLY WITH GENERAL WATER
3 ' 1 B' X B' \ \ I '1- T EX/' ATFR W C BEAD III• 11 I AM SEWER CONSTRUCTION SPEC/F/CATIONS AS ADOPTED BY THE ALBEMARLE
�lFDUCER \ COUNTY SERVICE AUTHORITY ON JANUARY 20, 198AMENDED ✓6%Y 1, 1989.
I I \ nN AEA r C I A[ -
NI 1 B' WATER M EL 1 � T`. 11 A Q. �� A. DATUM FOR ALL ELEVATION! SHOWN N NATIONAL GEODETIC SURVEY
v ' 1 \ e
A xU -
i MAN ' \ - --�w TE TNGiI MA y EL �' rf50&46-0 h`` A 0 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTR./TY'
N♦' I 11t W/I= X APP/ BL EYE B B' E 5012 T J41F800-552-700A1FPO A ALL WATER AND SEWER PIES SHALL HAVE A AAMNIUM OF 3 FEET OF COVER 1 D'OIT1 GAS I n___1MEASURED FROM TIE TOP OF PNE OWN rAW CENTERLNE OF PAPE. TN!LINE ESM T1'I I 1�x -_- I �fV,
I ' 1 NCLUOES ALL F/RE HYDRANT L/AES SERVICE LATERALS AM WATENAEa ETC.
D.B. tu61, pG. 694 1 I II °� ':'i^110' WILE EASEMENrA CENTERED ON THE PiELMIF AM APPURTENANCE!�rs' 1 - 1 ' �\ SHALL BE DEDACA TED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. EXCEPT
�JL'I''�-WHERE THE LIME IS /N A ESS EA ROAD R/OH LL ALSO OR E ACCESS EASEMENT,
N 970' - O• PN A A A Y N UTILITY
E CASE NNE ACCESS EASEMENT SHALL ALSO BE DED/LA TED A9 A
I _
SEWER O 0.75X W/CLEA 8 1� II I `14 n� - UT/UTY EASEMENT O
I
�', 1 I ^ e. 3' M/N/MUM SEPARATION REOU/RED BETWEEN WATERL/NE AND STORM SEWER Q
I U 1 _ CULVERTS OR e ' SEPARAT/ON WHEN WA /S INSULATED. USE 9/2'
_ THICK TMERMA CEL PIPE /NSULA T/ON /N 3' X SHEETS AS MANUFACTURED BY z
NOMACA, INC. OR EOUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY.
/NSULA T/ON TO EXTEND 5' BEYOND CENTERLINE OF CUR WAIT /N BOTH DIRECTIONS Ui �- 0
- T BE ARAADONE Oe OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL.
/STN 1 I I 1 p�` w_ ~ Q_
I.y .�5, - 00. C'- 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE J `J
o - A �� OWFR EXISTING WATER L NE 1{AUTHOR/TY. TO ACCOMMODATE THESE METERS METER C/OS WHL REOU/RE A
®OAP I TIE INTO EXISTING 1 pR \ I -) T _ '`:C\ E EIS RY TOE aAN 1 T- U t e�p" 1-314' HOLE TAPPED INTO THE CENTER OF THE LID BLIND TAPS OR PLUGS SHALL J U
GAS MAIN (' .1� / �� ?\
1- �OSEtl�L SANITq(7y ES I _ _-I I /NSTALLA T/ON. PREVENT DEBRIS FROM ENTERNC THE BOX PR/OR TO AFTER
JP I -\ "SEIyER _ _ _ _ _ _ _ _ _ - 1 R APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
I W-o y -EXISTING FIRE
_- 1
A2
_ _ - -�O �_ '- I AI)1 -- _
_ `.,`` I � BE PROVIDED TO F- Q w
.y TO REMAIN SAL F 1 T O X/AT B 1 I 0. ALL WATER AND SEWER D - J
v `I �
DROP INLETS _ - - �-� _ H,. I M/ - _ _ _ _ ROADS/OE D/TCNES. O
- 111 gqAVYYT TO �M E O T L 1 i
-- 0 -L 1 _ _ _ _ �y VERIFY EX/ T/ / V EL, 111 II A 1
01. 1 TOP ELEV=a99.55 ----- ---- 1 _ i GM - j�_. _ \' - II g 11. CERTIFICATION THAT B5k COMPACT/ON /S OBTAINED SHALL BE PROVIDED FOR
i
r-- I _ .0 '�/ * PR/OR TO BEGINNING
IN NORINT-4TERLY (OR. RCP)- --- - - -�� I �I ` _ { I N ALL IFI AREAS UNDER WATER B SEWER ESSI AND APPURTENANCES. THIS (n Lij
Y1 INV IN. 9015' r CDR. P) D.I. . _ -� STRICT/O 225 CERT/F/CAT/ON SHALL BE SIGNED BY A PROFESS/OVAL GEOLOGIST THE O F-
INVUJ-A90.t 5' (24' RCP)- '---__-- � - � -___ �'S-LJ_ I I I I I 1 TO REMAM �A -�:. p _ _ �O R BEAD CERT/F/CAT/ON SHALL STATE THE EXACT AREA THAT THE CfRT/F/CAT/ON
cn
SW THERLY END OF DI. '..--_•-_ II I 't- GAj � -- ~+11j 1 I I P/ r - v\✓ *' R T LN O - 1 -i
, APPLIES TO J w O
D..N2 TOP ELEV= a9).2B e I 't ��_ 6" pVC 1�. r� I _. � ' G. (` � j^�" ` `� RGp�L _ W,A 1 12 VALVES ON DEADEND LIES SHALL BE RODDED TO PROVADE ADEOUATE Q LS J
INV.IN-a92.4] (15" RCP)- - - "V b•_ C Y• �.1 _ _ \5 - Sr 1 �' IEABEA/ A. 1 ��1 RESTRAINT FOR THE VALVE DURING A FUTURE EX TENS/ON OF THE LINE, Wch
5= SMPLY END OT D.I. - - �r�I B00.1$' --MR- --- - �1F (k - _ 1 3
NV.OUT=492.05 (24" RCP) DALP TOP ELEV-514.49 _ - _ %niil _ _ Y_ __
NORTHERLY ENO OF D., INV.OUT=51 0.91' (19' RCP) _ - _----�'��e�-- �n'b 70_ _ ZZ,""� - _ _ _ _ '-- STORM MANHOLES z �. �= C
-. _
0../3 TOP ELEV 50a34 D.I. N9 TOP ELEV-513.66 �'- _ " _ O
_ I 10' QQ F'C'[� LLBi t;zzI Z J� I p.p,GTO OLE > O !=1
NV. N-499.61 (IS' RCP)- INV.WT-49952 (18- RCP) 30W. -,_ - _ _ _ STORM MHN1 TOP ELEV-514.24 STORM MH.N6 Q �/
WESTERLY ENO OF DI. TO HEADWALL` --� WODDBR - _ _ %� G'N �` \�\ TE INTO EXISTING _ - q
WSTENINV =499.55 W RCP)- iNV.HEADW.81 (18' RCP)- O\ -_�-- - '�h _Q \ O 8' WATER MAIN W/ NV.OUT 5002- (18' RCP) TOP ELEV-1.1% 8'
DK +t T� NV IN-509.02 (18' RCP) NV IN-ab 8
_ -+�iy.�AA% _ ]� Ar{ B' X B' TAPPING SLEEVE I jl B 9' ('e' RCP)
OI./15 TOP T ( )
EASTERLY END OF 01. FROM STORM M.H./1 -_�- (7$' RA.r� DRi �' �r- -G -� �� _ a 8' TAPPING VALVE U O\ `A6 INV.OUT 6468.54 (18R RCP)
ELEV -48 7 _ � x ^/ _ _ _ ��`-__l-[G STORM M.H. 11
D.I.NtO TOP INv.N-4aB.)6' 2 RCP) " - J TOP ELEV-511.51'
D.I.µ TOP ELEv.509.30' (A �- rr '' _ _ _ __ rl--___ -. M----Rv�.i.j .'GM _�.j STORM M.H.N]
EIEV=462.])' INVWT-448.28' 24'RCP) ��__ ---- - -�'�•�--y.1-�-� -- -,1� INV.IN=49).86' 28'RCP)
__ r I NVOUT=49).82 (28" RCP) DO 0
INV.OUT-506.2E (15- RCP)- INV.Wi=453.1 ]' (36' RCA) ( � .. _- -- - ' ' - ' 1 1 -1- ♦18' (2 }
EASTERLY END ai D.1. INV.OU TOP ELEV=489.2.1 --,_--___
D.I.NS TOP ELEv.=512.09' D.I.N11 TOP INv.OUi=a8a.12' (t5' RCP) R --_-- - u I INV.IN=44828' (24' RCP) W W
(16" RCP) Z Y __ II I '
ELEV-488.1 )' R_,� I I" �1 STORE M.H. 3 INV.IN=4A3.}8' 36' RCP U U
D I.NI) TOP ELEv.(1 - F 9' O� �__ Ulr I ,�%' N ( ) 3 W fY
INV.IN=509.fi T' (15" RCP)- INV.IN-480.61' (18- RCP) IN V.OVi-49].OB' (t 5" RCP) �- -- Zu j _ -_'-:.�.- TOP ELEV-50 ).34' Li
= (1
NORTHEASTERLY END OF 0_1, INV.WT=480.5T (18' RCP) _ _ _
D.1./18 TOP ELEV=508.80' _ " I - _ INV_WT=486.Ba' (}0" RCP) STORM M.H.NB
-- _ x� I C_______ -__ - -"-- 1 IN 49284 (28
_ INV.=a84.:4 (24' RCP) NVINLE669315(3(' RCP)
.41'0 U Q
D.I. p6 TOP ELEV. 509.92 D.I.N12 TOP INV OUT-50454' (15" RCP) 1 _ ) INV.WT= A69.21' 36" RCP)
INV.IN=50).64'RCP)- ELEV-4]8.99' --� .� _. _
SOUTHWESTERLY END OF D.I. INV WT-4.88' (te" RCP) DJ /19 TOP ELEV.=519.36' `I�' - I STORM M.H.µ
INV.Wi-a)1.68' (18- RCP) INV.WT=514.92- (15- RCP) \ �O' TOP ELEV=4]5.85' STORM M.H.N9 SHEET
INVWT-50].5i (15 RCP)- O' I \. TOP ELEV= 483.01'
NORTHERLY END OF DAL D.I.N20 TOP EIEV-519.02' O INV. N- 449.25 (36" RCP) INVIN= 412-82'
D.Lp3 TOP TAX MAP 46 -PARCEL 93A �� NV.WT= 49.15 (W- RCP) (36' RCP)
ELEV-455.03' INVAN-512.92' (15- RCP) D.LN23 TOP ELEV.-489.24' NORTH 29 COMMERCIAL LAND TRUST al TAX MAP 45 -PARCEL 93C mv.DuT= a2.)2' (36- RCP)
D III TOP ELEV=509.96' INVIN-441.23' (36' RCP) D.I. N21 TOP ELEV-508.96' MV.IN-483.34' (15' RCP) ZONED PDSC , j RICHARD OR MELBA ATKINSON STORM M. H. N5 SP - 3
INV.IN-505.59' (15- RCP)- INV.IN-504.IT (15- RCP)
SOUTHERLY ENO OF D.I. D.1./14 TOP D.I.N21 TOP ELEV.-SW.' SHOPPING CENTER RR ZONED HC �) TOP ELEV=656.))' SiORN M. H.i10
INV.WT=505.35' (18' RCP)- ELEV=455.68' D.I./22 TOP ELEV=500.02• INV.IN=50a.28' (18' RCP)-' VETERINARY CLINIC INv.Wr=.A1.aT (36" RCP) Top ELEV= 48a.zs'\�AowR.WWo\��
NORTHERLY END OF D.I. INV.WT-450.14- (24- RCP) INVIN-495.)]' (15- RCP) INV.OUT=502.98' (28- RCP)- e� '1 INV.IN-451.2)' ((36"l. RCP) INV.OU 474.' (3 RCP) 11Umrye a: ». xe
Q'. iNVIN-441.8]' (36' RCP) INV.OUT- a]I.I6' (36' RCP) r9x OF
0' M/NM(W
RES TRAINED JOINTS SPECIF/CA TONS
RESTRAINED JOINTS SHALL BE PROVIDED AS REOU/RED /N THE DRAWINGS AND OTHER SPECIFICATION
SECTIONS. RESTRAINT MAY BE EMPLOYED THROUGH THE USE OF RESTRAINED PPE OR RESTRAINING
MECHANICAL JOINTS FOR P 0' DIAMETER AND SMALLER MECHANCAL JOINT PIPE WTH
Tar ROOS MAY BE UTILIZED FOR RESTRAINED JOINTS. PPE SHALL 0E DUCTILE IRON MANFACTURED
M ACCORDANCE WITH A"A C151 AND PUSH -ON OR MECHANICAL PORTAO OR JONT SNALL RE
M ACCORDANCE WITH AWWA CIII HIGH STRENGTH STEEL ANCHOR RING FOR RESTRAINED PM•E
SNALA. BE FACTORY WELDED ONTO PLAM END Of PPE. FIELD WELDOG WILL NOT BE ALLOWED.
RESTRAINED JOINTS SHALL BE DESIGNED FOR A WORKING PRESSURE OF 350 Pal RESTRAINED PPE
$NALL BE GRFFM SNAP -LOCK OR BOLT -LOCK, US PPE TR FLEX, AMER/CAN FAST -RING OR
APPROVED EOUAL.
R£S TPA/N/NG MECHANICAL JOINT RETAINER GLANDS SHALL BE U.L. LISTED AS MANUFACTURED
BY., EBAA Ron Inc., SERIES INTO 'MEGALUG' OR STANDARD INTERNATIONAL WITH AUTO TOROLE
9
Maier $isa
Dimena16.
AC
Dimana(dn
Dlmens—
11/2'
2'
s',0•
3• .
6' mirt
10' min.
6' min.
min.
1 ' min.
6' min.
Greater
Nan 4•
Proposals will be submitted
Side View
OLIS' DIIA.A Ncl lar
T—hil .G urtir�
C I �
I �
C� Top View
AlusYru[0 Ac Nr H.ICN
TYPICAL METER VAULT
Ii 9' � WINGNIIT IAKY:INC ASSAMeI,v
r- WINGNDT I.00Y.'nG ASStMa1.Y
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NOTES: 1. PROVIDE A 6" THICKGRAVEL BED BEN-ATH THE METER VAULT.
2. MINIMUM WALL TH ICICNESS FOR PRE, AST ORPOUR-IN-PLACE VAULTS SHALL. BE M"
MINIMUM WALL THICKNESS FOR VAU',TS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
8. THL OUTSIDE OF THE VAULT BELOW( RADE SHALL BE COATED WITH AN APPROVED
WATERPROFFING COMPOUND.
TYPICAL Nf-'TER VAULT
(1 1/2" r iETER)
TOP VIEW
CER TF/CA TION DF 95%
I j
COMPACT/OM REQUIRED'
I
-
W12 X M STEEL BEAM ANN.
X-O' PENETRA rION INTO
UNDISTURBED SDK. A ANN
IO' LONG BEAM CAN BE USED
1
IF 2 JOINTS ON EACH LEG
OF TMf CONNECTIONS ARE
RESTRAINED PER ACBEAMAR1
COUNTY SERVICE AUTHORITY
SPEC/FICA r/ON9
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SIDE VIEW
THRUST BL OCKS IN FILL A REA
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CLEANOUT PLUG DETAIL
US FOUNDARY COVER
CLEAN -OUT PLUG —. -- USF NO. 7261
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NEW LOCH TTON CRIMP END
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