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<br />Rim=5334, 3'
<br />Inv In= 5329.9'
<br />Inv Out=5329.8'
<br />0 - -I
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<br />San Sew MH/� :::':: T ._- 1 . T
<br />I•..• •-+VI ��� ►-`� of 841 Front Street
<br />Rim=5337,1'
<br />Inv /n=5325.6'
<br />Inv Out=5325.3' 932 Walnut Street ; t;; ;;:; ;;;i-� :: T ;''.,u.;;! ,:
<br />f ^ &.\... I t. V: L. ---
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<br />T .'-A('
<br />. . .. A
<br />is- One Story r
<br />One Story Wood
<br />Stucco 'b (& 0/7& Story Concrete
<br />Building n Frame Building 8/ock Bui/d)?g I Concrete Pod
<br />/Roof Line=5355.8' Roof Line=5356.4'
<br />� Deck Grass � Bui/ding
<br />F, Deck Overhang o
<br />JT -I- _, '07" E X50 7 � v�
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<br />One Story
<br />1 .. / 1 / .. 1 • / 1 1 I- Wood Frame �,:.!:. 1 .. 1 1 .. • / 1 1 1 •'- ' :'; �`!`: '-'.; -''�
<br />1 1 11 tl• „11 1 ►• -I ._.. ., 1♦r . I ♦_�_ ( \ ; \fes/ \\
<br />•. a \/ 1.3 • /._.. �_ Bui/ding 11 (/1 iV
<br />A/C Units-{Y�// ? 800 Front Street �\
<br />Approx/mate Locotlon
<br />f� • ",: �- 8" Wot-r Line
<br />(Per Ci y of Louisvi/le)
<br />2" ALUM CAP � 1� _ •. : '...: OQ Q� Q'v ,; '.
<br />PLS 14083 `� Q
<br />U 4z' V �O� p. ; EX. FH
<br />Z �' `V C� __ _ .... TO BE
<br />.. I Q� Q �� /% .; ' RELOCATED
<br />Chiseled
<br />cross FIRE HYDRANT
<br />-I, i 'i it •.
<br />i
<br />�.:.:.::; ::�• ^ � � � . i! }� li �D (SEE DETAIL SHEET)
<br />2" ALUM CAP':{`
<br />PLS 14083
<br />:.
<br />PROPOSED !N
<br />-1)GE U UGE UGE U E 11 is EX. LET
<br />_. __._.._._ 2 WATER li %" TO BE
<br />.. W -i!. =.:, j - j 1 SERVICE
<br />RELOCATED
<br />5.5' High Woii o- -� .l f( PROPOSED t
<br />I { I !I10' Typq R Inlet
<br />1I 6" FIRE` `�,\ FL=53,22'
<br />Lz
<br />r
<br />LINE Inv out =5329.1
<br />� i :�,>. •Is .r a i , � � l 11 '' '�:. '�
<br />(/)?;. i+jf 15' Type R Inlet 41+'
<br />FL -5331.8' ,I 10 ' TYPE R INLET
<br />a. o ;
<br />Inv /n=5329.0' ,-----(SEE DETAIL SHEET)
<br />x
<br />Inv Ouf=5396.9'1 toren Sew MH
<br />Rim=5332.3'
<br />:' • Inv /n W=5328.3'
<br />J. , / wv Inv /n E=5326.2'
<br />J -
<br />Concrete B/ock Wa/! 4E I,^' 4X: Inv Out S-5326.2'
<br />,:. 0
<br />PROPOSED SANITARY 0
<br />SEWER SERVICE �':. 4 ' _ `: ✓ ...
<br />i :.... ':
<br />PROPOSED SANITARY 4:'-:..:::'''':.:.� .,
<br />_ r,1 5' �e i.t rPlet: ; 4„ PVC
<br />MANHOLE C. ,� h (/ II , x S�//ip,tico/ RCP 10' Type R /n/et
<br />Asphalt Parking Lot ��' j +_;5; i; ;'' FL=5331.7'
<br />-o V __ _ c
<br />r
<br />RELOCATE EX. GAS \ { �._1
<br />I - �, 5328.7
<br />LINE AROUND MH I I I j _ Inv /n E-5327.7'
<br />PROPOSED 6" GRAVITY UGE T ---� ' - E \ '`-�'' ids; C 55 EaseeU Inv Out w==5326.2'
<br />SET NA/L - -� - - - c No. 148'1702
<br />N
<br />" .. ,.
<br />INE TO MAN - �•' ' � �• `
<br />I
<br />N
<br />:t ,
<br />a '-----'t•" 48" RCP
<br />PROPOSED SANITARY '., �•>•:•"' ' ''.:•:
<br />MANHOLE rN d curb cut \' '. .. ! 2. 46 RCP
<br />SERVICE NOTES
<br />SANITARY
<br />1. GARAGE LEVEL TO CONTAIN SAND/OIL INTERCEPTOR.
<br />PUMP WILL DIRECT FLOW TO MANHOLE WHERE GRAVITY
<br />WILL FLOW TO SURROUNDING MAIN,
<br />2. LIBRARY MAIN FLOOR AND ABOVE WILL FLOW
<br />DIRECTLY TO SURROUNDING MAIN.
<br />WATER
<br />1. FIRELINE AND DOMESTIC SERVICE WILL BE PROVIDED.
<br />STORM SEWER
<br />1. SEE PRELIMINARY P.U.D. GRADING PLAN.
<br />NOTE:
<br />ALL EXISTING LANDSCAPING, CURB,
<br />GUTTER AND PAVEMENT WITHIN
<br />THE PROPERTY BOUNDARY SHALL
<br />BE DEMOLISHED.
<br />ALL EXISTING LIVE UTILITIES SHALL
<br />BE RELOCATED.
<br />NOTE:
<br />1. EXISTING LIGHT POLES ARE TO
<br />BE SAVED, STORED AND RE -USED.
<br />2. EXISTING MINORS MONUMENT TO
<br />BE SAVED.
<br />3. CONTRACTOR IS TO STOCKPILE
<br />AND RE -USE EXISTING BRICKS.
<br />Approximcte LOCation-,/i8n:.i? 2" RCP _----�- $T
<br />8" Woter Line
<br />Loui$ui//e) EX. INLET T,B,'I?EL W W W
<br />W W W WSPRUCE' ,S'�TREET s' TYPE R INLET s� / IMMICA \_ Storm Sew MH
<br />ST ST 42" RCP ST 60' Ra W.ST (SEE DETAI%� HEET) �Z' R 1000" Rim=5J,32.5'
<br />ST ST ST - -
<br />7
<br />SS SS SS SSS SS SS SS SSS i �S ~ " SS
<br />a
<br />G G \ G G G G / G G
<br />E
<br />CHISELED CROSS NAIL & TAG
<br />0 ®PLS 4846
<br />/ MAIL ® Existing City of Louisvi//e Librory EE E
<br />Storm Sew MH
<br />Ei(C �P £ LP
<br />Rim=5337.8' Son Sew MH Storm Sew MH / Storm Sew MH
<br />Inv /n W=5328.6' � Note• Rim =5333.6' Rim -5332.8
<br />Per Craig Duffin Inv /n=5327.8' Rim In N= 3'
<br />Inv /n 5=5331.6' 9 Inv /n N=5322.3' Inv /n N=5328.9' t- 20 10 0 20 40
<br />City of Louisvi//e, Inv Out=5327.5' Inv /n SW=5326.9'
<br />Inv Dut=5328.5' Fiber to be tapped Inv /n W=5322.3' Inv Out E=5326.9'
<br />at alley intersection Inv In S=5322.5'
<br />(Fiber location unknown) Inv Out E=5322.3
<br />C SCALE: 1 "=20'
<br />LEGEND
<br />PROPERTY LINE ....................... . .......... . ... - - -
<br />EASEMENT ......................................... --------
<br />RIGHT-OF-WAY ......................................
<br />18" RCP
<br />PROPOSED STORM SEWER .............. I...... - - - - - - -
<br />PROPOSED SANITARY SEWER .................. 811 PVC
<br />PROPOSED WATER LINE .......................... 12" DIP
<br />PROPOSED GAS LINE ............................... G
<br />PROPOSED BURIED ELECTRIC LINE ............ E
<br />PROPOSED BURIED TELEPHONE LINE ......... T
<br />PROPOSED FIBER OPTICS LINE .............. FOC
<br />PROPOSED OVERHEAD POWER/ELECTRIC OE
<br />PROPOSED FIRE HYDRANT .................................. qlll(FH
<br />PROPOSED WATER VALVE ................................... 9
<br />PROPOSED WATER METER ..................................
<br />PROPOSED MANHOLE ......................................... •
<br />PROPOSED LIGHT POLE ........................... I .......... * LP
<br />PROPOSED RO OSED P
<br />OWER POLE .................................... PP
<br />PROPOSED WATER SERVICE ....................... W
<br />P P
<br />RO OSEDAN
<br />S ,SEWER SERVICE ...............
<br />S
<br />PROPOSED P
<br />0 OSED SAN. MANHOLEDESIGNATOR
<br />........................
<br />1
<br />O
<br />PROPOSED STORM INLET DESIGNATOR .................. O
<br />PROPOSED STORM MANHOLE DESIGNATOR ...................... 3
<br />EX. STORM CULVERT OR E)( 54 " CMP
<br />LARGE DIAMETER STORM SEWER ................ C - _ _ _ - - -1
<br />STORM SEWER
<br />EX. EX. 18" RCP STORM
<br />ST
<br />EX 8 PV C SAN. SEWER
<br />EX. SANITARY SEWER ...................... SS
<br />EX. 12 WATER
<br />EX. WA TER LINE ................................... w
<br />EX. GAS LINE ...................................... G
<br />EX. UNDERGROUND ELECTRIC LINE............ UGE UGE
<br />EX BURIED TELEPHONE LINE .................. T
<br />EX. FIBER OPTICS LINE .......................... FOC
<br />EX. OVERHEAD POWER AND ELECTRIC...... OE
<br />EX. FIRE' HYDRANT ............................................. .
<br />EX. WA TER VAL IE ...............................................
<br />owv
<br />EX. WA TER METER ............................................... lc aW
<br />EX. MANHOLE ..................................................... ®My
<br />EX. LIGHT POLE ..................................................
<br />EX. POWER POLE ................................................ 0 P
<br />EX. SAN. MANHOLE DES/GNA TOR .................................. O
<br />EX. STORM INLET DES/GNATOR ............................ O
<br />EX. STORM MANHOLE DESIGNA TOR ............................... C
<br />NO TE:
<br />SLANTED TEXT ON DRAWING
<br />DENOTES EXISTING FEA TORE.
<br />TOPOGRAPHIC INFORMATION
<br />PROVIDED BY GEOSURV.
<br />DATED 5/10/2004.
<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />This document was reviewed for conformance
<br />with City of Louisville Design and Construction
<br />Standards. City approval does not relieve owner,
<br />design engineer or contractor of responsibility to
<br />correct errors or omissions relating to this
<br />document,
<br />M.
<br />DATE:
<br />Document Approval Expires:
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<br />CITY OF
<br />LOUISVILLE
<br />PUBLIC
<br />LIBRARY
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />U REV S ONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20 1 ULY 2004
<br />1.
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computer Iles, field data, notes
<br />0
<br />0 and other documents and instruments prepared by the
<br />0 Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />0 statutory and other reserved rights, including copyright thereto.
<br />0
<br />0
<br />0
<br />O
<br />Drexel Barrell
<br />o & Co.
<br />0 Engineers • Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />0 BOULDER, COLORADO 80301
<br />0 (303) 442-4338
<br />0 CONTACT -
<br />0 BARBARA N. WEISS, P.E.
<br />E-5549 6D 045
<br />0
<br />O
<br />0
<br />O
<br />0 UTILITY PLAN
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<br />0
<br />0
<br />0 PROJECT PROJECT DRAWN CHECKED
<br />0 No. CIVIL BY BY
<br />0 ENGINEER
<br />0 24012 l3NN 1`1AA/C.H B14H
<br />0
<br />NOT FOR CONSTRUCTION
<br />0
<br />0
<br />0 SHEET No.
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<br />O C2
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<br />ST
<br />SS
<br />RCi
<br />"JT� 18"P
<br />WV Storm Sew 'WH
<br />Rim=5334, 3'
<br />Inv In= 5329.9'
<br />Inv Out=5329.8'
<br />0 - -I
<br />O O £
<br />n �
<br />Wv
<br />W W W W W W W W C4 W W W
<br />WALNUT STREET N
<br />vj 60' R. 0. W
<br />G G G G G G G G G £
<br />f
<br />o � av
<br />San Sew MH/� :::':: T ._- 1 . T
<br />I•..• •-+VI ��� ►-`� of 841 Front Street
<br />Rim=5337,1'
<br />Inv /n=5325.6'
<br />Inv Out=5325.3' 932 Walnut Street ; t;; ;;:; ;;;i-� :: T ;''.,u.;;! ,:
<br />f ^ &.\... I t. V: L. ---
<br />T
<br />T .'-A('
<br />. . .. A
<br />is- One Story r
<br />One Story Wood
<br />Stucco 'b (& 0/7& Story Concrete
<br />Building n Frame Building 8/ock Bui/d)?g I Concrete Pod
<br />/Roof Line=5355.8' Roof Line=5356.4'
<br />� Deck Grass � Bui/ding
<br />F, Deck Overhang o
<br />JT -I- _, '07" E X50 7 � v�
<br />----- - - T--- 09 w
<br />2 112 "AL UN.' CA�
<br />rte.
<br />r: 'y
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<br />^
<br />r.�. ✓';rte,.._...__,.,_.-... _...,-_- .. __._..__.
<br />Wood Fence 'r`z �: �.----.._...-:-'---,-- .. :. - �, �,....�,-,r„-�v-..,.,,,,,,.�.�,� � , •-
<br />r .
<br />``, .'+,:;n::n',:,t•,::�:� .. ti•^::r�.:i:h, 2�4 P
<br />'`1'.v -._..._-._..__...._-_.-- ✓`____.-_-_ _ __.____::
<br />I• ?
<br />i
<br />One Story
<br />1 .. / 1 / .. 1 • / 1 1 I- Wood Frame �,:.!:. 1 .. 1 1 .. • / 1 1 1 •'- ' :'; �`!`: '-'.; -''�
<br />1 1 11 tl• „11 1 ►• -I ._.. ., 1♦r . I ♦_�_ ( \ ; \fes/ \\
<br />•. a \/ 1.3 • /._.. �_ Bui/ding 11 (/1 iV
<br />A/C Units-{Y�// ? 800 Front Street �\
<br />Approx/mate Locotlon
<br />f� • ",: �- 8" Wot-r Line
<br />(Per Ci y of Louisvi/le)
<br />2" ALUM CAP � 1� _ •. : '...: OQ Q� Q'v ,; '.
<br />PLS 14083 `� Q
<br />U 4z' V �O� p. ; EX. FH
<br />Z �' `V C� __ _ .... TO BE
<br />.. I Q� Q �� /% .; ' RELOCATED
<br />Chiseled
<br />cross FIRE HYDRANT
<br />-I, i 'i it •.
<br />i
<br />�.:.:.::; ::�• ^ � � � . i! }� li �D (SEE DETAIL SHEET)
<br />2" ALUM CAP':{`
<br />PLS 14083
<br />:.
<br />PROPOSED !N
<br />-1)GE U UGE UGE U E 11 is EX. LET
<br />_. __._.._._ 2 WATER li %" TO BE
<br />.. W -i!. =.:, j - j 1 SERVICE
<br />RELOCATED
<br />5.5' High Woii o- -� .l f( PROPOSED t
<br />I { I !I10' Typq R Inlet
<br />1I 6" FIRE` `�,\ FL=53,22'
<br />Lz
<br />r
<br />LINE Inv out =5329.1
<br />� i :�,>. •Is .r a i , � � l 11 '' '�:. '�
<br />(/)?;. i+jf 15' Type R Inlet 41+'
<br />FL -5331.8' ,I 10 ' TYPE R INLET
<br />a. o ;
<br />Inv /n=5329.0' ,-----(SEE DETAIL SHEET)
<br />x
<br />Inv Ouf=5396.9'1 toren Sew MH
<br />Rim=5332.3'
<br />:' • Inv /n W=5328.3'
<br />J. , / wv Inv /n E=5326.2'
<br />J -
<br />Concrete B/ock Wa/! 4E I,^' 4X: Inv Out S-5326.2'
<br />,:. 0
<br />PROPOSED SANITARY 0
<br />SEWER SERVICE �':. 4 ' _ `: ✓ ...
<br />i :.... ':
<br />PROPOSED SANITARY 4:'-:..:::'''':.:.� .,
<br />_ r,1 5' �e i.t rPlet: ; 4„ PVC
<br />MANHOLE C. ,� h (/ II , x S�//ip,tico/ RCP 10' Type R /n/et
<br />Asphalt Parking Lot ��' j +_;5; i; ;'' FL=5331.7'
<br />-o V __ _ c
<br />r
<br />RELOCATE EX. GAS \ { �._1
<br />I - �, 5328.7
<br />LINE AROUND MH I I I j _ Inv /n E-5327.7'
<br />PROPOSED 6" GRAVITY UGE T ---� ' - E \ '`-�'' ids; C 55 EaseeU Inv Out w==5326.2'
<br />SET NA/L - -� - - - c No. 148'1702
<br />N
<br />" .. ,.
<br />INE TO MAN - �•' ' � �• `
<br />I
<br />N
<br />:t ,
<br />a '-----'t•" 48" RCP
<br />PROPOSED SANITARY '., �•>•:•"' ' ''.:•:
<br />MANHOLE rN d curb cut \' '. .. ! 2. 46 RCP
<br />SERVICE NOTES
<br />SANITARY
<br />1. GARAGE LEVEL TO CONTAIN SAND/OIL INTERCEPTOR.
<br />PUMP WILL DIRECT FLOW TO MANHOLE WHERE GRAVITY
<br />WILL FLOW TO SURROUNDING MAIN,
<br />2. LIBRARY MAIN FLOOR AND ABOVE WILL FLOW
<br />DIRECTLY TO SURROUNDING MAIN.
<br />WATER
<br />1. FIRELINE AND DOMESTIC SERVICE WILL BE PROVIDED.
<br />STORM SEWER
<br />1. SEE PRELIMINARY P.U.D. GRADING PLAN.
<br />NOTE:
<br />ALL EXISTING LANDSCAPING, CURB,
<br />GUTTER AND PAVEMENT WITHIN
<br />THE PROPERTY BOUNDARY SHALL
<br />BE DEMOLISHED.
<br />ALL EXISTING LIVE UTILITIES SHALL
<br />BE RELOCATED.
<br />NOTE:
<br />1. EXISTING LIGHT POLES ARE TO
<br />BE SAVED, STORED AND RE -USED.
<br />2. EXISTING MINORS MONUMENT TO
<br />BE SAVED.
<br />3. CONTRACTOR IS TO STOCKPILE
<br />AND RE -USE EXISTING BRICKS.
<br />Approximcte LOCation-,/i8n:.i? 2" RCP _----�- $T
<br />8" Woter Line
<br />Loui$ui//e) EX. INLET T,B,'I?EL W W W
<br />W W W WSPRUCE' ,S'�TREET s' TYPE R INLET s� / IMMICA \_ Storm Sew MH
<br />ST ST 42" RCP ST 60' Ra W.ST (SEE DETAI%� HEET) �Z' R 1000" Rim=5J,32.5'
<br />ST ST ST - -
<br />7
<br />SS SS SS SSS SS SS SS SSS i �S ~ " SS
<br />a
<br />G G \ G G G G / G G
<br />E
<br />CHISELED CROSS NAIL & TAG
<br />0 ®PLS 4846
<br />/ MAIL ® Existing City of Louisvi//e Librory EE E
<br />Storm Sew MH
<br />Ei(C �P £ LP
<br />Rim=5337.8' Son Sew MH Storm Sew MH / Storm Sew MH
<br />Inv /n W=5328.6' � Note• Rim =5333.6' Rim -5332.8
<br />Per Craig Duffin Inv /n=5327.8' Rim In N= 3'
<br />Inv /n 5=5331.6' 9 Inv /n N=5322.3' Inv /n N=5328.9' t- 20 10 0 20 40
<br />City of Louisvi//e, Inv Out=5327.5' Inv /n SW=5326.9'
<br />Inv Dut=5328.5' Fiber to be tapped Inv /n W=5322.3' Inv Out E=5326.9'
<br />at alley intersection Inv In S=5322.5'
<br />(Fiber location unknown) Inv Out E=5322.3
<br />C SCALE: 1 "=20'
<br />LEGEND
<br />PROPERTY LINE ....................... . .......... . ... - - -
<br />EASEMENT ......................................... --------
<br />RIGHT-OF-WAY ......................................
<br />18" RCP
<br />PROPOSED STORM SEWER .............. I...... - - - - - - -
<br />PROPOSED SANITARY SEWER .................. 811 PVC
<br />PROPOSED WATER LINE .......................... 12" DIP
<br />PROPOSED GAS LINE ............................... G
<br />PROPOSED BURIED ELECTRIC LINE ............ E
<br />PROPOSED BURIED TELEPHONE LINE ......... T
<br />PROPOSED FIBER OPTICS LINE .............. FOC
<br />PROPOSED OVERHEAD POWER/ELECTRIC OE
<br />PROPOSED FIRE HYDRANT .................................. qlll(FH
<br />PROPOSED WATER VALVE ................................... 9
<br />PROPOSED WATER METER ..................................
<br />PROPOSED MANHOLE ......................................... •
<br />PROPOSED LIGHT POLE ........................... I .......... * LP
<br />PROPOSED RO OSED P
<br />OWER POLE .................................... PP
<br />PROPOSED WATER SERVICE ....................... W
<br />P P
<br />RO OSEDAN
<br />S ,SEWER SERVICE ...............
<br />S
<br />PROPOSED P
<br />0 OSED SAN. MANHOLEDESIGNATOR
<br />........................
<br />1
<br />O
<br />PROPOSED STORM INLET DESIGNATOR .................. O
<br />PROPOSED STORM MANHOLE DESIGNATOR ...................... 3
<br />EX. STORM CULVERT OR E)( 54 " CMP
<br />LARGE DIAMETER STORM SEWER ................ C - _ _ _ - - -1
<br />STORM SEWER
<br />EX. EX. 18" RCP STORM
<br />ST
<br />EX 8 PV C SAN. SEWER
<br />EX. SANITARY SEWER ...................... SS
<br />EX. 12 WATER
<br />EX. WA TER LINE ................................... w
<br />EX. GAS LINE ...................................... G
<br />EX. UNDERGROUND ELECTRIC LINE............ UGE UGE
<br />EX BURIED TELEPHONE LINE .................. T
<br />EX. FIBER OPTICS LINE .......................... FOC
<br />EX. OVERHEAD POWER AND ELECTRIC...... OE
<br />EX. FIRE' HYDRANT ............................................. .
<br />EX. WA TER VAL IE ...............................................
<br />owv
<br />EX. WA TER METER ............................................... lc aW
<br />EX. MANHOLE ..................................................... ®My
<br />EX. LIGHT POLE ..................................................
<br />EX. POWER POLE ................................................ 0 P
<br />EX. SAN. MANHOLE DES/GNA TOR .................................. O
<br />EX. STORM INLET DES/GNATOR ............................ O
<br />EX. STORM MANHOLE DESIGNA TOR ............................... C
<br />NO TE:
<br />SLANTED TEXT ON DRAWING
<br />DENOTES EXISTING FEA TORE.
<br />TOPOGRAPHIC INFORMATION
<br />PROVIDED BY GEOSURV.
<br />DATED 5/10/2004.
<br />CITY OF LOUISVILLE
<br />APPROVAL
<br />This document was reviewed for conformance
<br />with City of Louisville Design and Construction
<br />Standards. City approval does not relieve owner,
<br />design engineer or contractor of responsibility to
<br />correct errors or omissions relating to this
<br />document,
<br />M.
<br />DATE:
<br />Document Approval Expires:
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<br />CITY OF
<br />LOUISVILLE
<br />PUBLIC
<br />LIBRARY
<br />CITY COUNCIL APPROVAL
<br />8 FEBRUARY 2005
<br />PUD REVISIONS
<br />24 NOVEMBER 2004
<br />PRELIMINARY PUD REVISIONS
<br />U REV S ONS
<br />03 SEPTEMBER 2004
<br />PRELIMINARY PUD
<br />20 1 ULY 2004
<br />1.
<br />Architects,PC
<br />0
<br />0 All reports, plans, specifications, computer Iles, field data, notes
<br />0
<br />0 and other documents and instruments prepared by the
<br />0 Architect as instruments of service shall remain the property of
<br />0 the Architect. The Architect shall retain all common law,
<br />0 statutory and other reserved rights, including copyright thereto.
<br />0
<br />0
<br />0
<br />O
<br />Drexel Barrell
<br />o & Co.
<br />0 Engineers • Surveyors
<br />0 4840 PEARL EAST CIRCLE, SUITE 114
<br />0 BOULDER, COLORADO 80301
<br />0 (303) 442-4338
<br />0 CONTACT -
<br />0 BARBARA N. WEISS, P.E.
<br />E-5549 6D 045
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<br />0 UTILITY PLAN
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<br />0 PROJECT PROJECT DRAWN CHECKED
<br />0 No. CIVIL BY BY
<br />0 ENGINEER
<br />0 24012 l3NN 1`1AA/C.H B14H
<br />0
<br />NOT FOR CONSTRUCTION
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<br />0 SHEET No.
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