|
PA12-017N12 -017 Drawings\Pre1im112-017 Details.dwg, D1.0 SW Details,
<br />2.25:07 PM
<br />0
<br />o m
<br />Z
<br />O
<br />-r1��
<br />:L -n,> T _
<br />c�qa
<br />-I
<br />� O , m ,
<br />rn
<br />c �
<br />ro �
<br />mmCl,
<br />M
<br />r
<br />tmli
<br />V
<br />z
<br />Cv
<br />CD a
<br />1-4 Q :0
<br />z
<br />.03
<br />43" NOTE: USE TYPE "E", 'IF" AND "G" GRATE
<br />UNLESS OTHERWISE NOTED.
<br />PLAN
<br />FRAME,GRATE, & HOOD ASS'Y
<br />SECTION_ - HII
<br />94 it I,
<br />„ nlr
<br />SECTION -_KK
<br />ALIGN FRAME WITH BIDE
<br />EDGE OF WALL TO ALLOW
<br />76%,
<br />FOR VERTICAL ADJUSTMENT
<br />WALL SECTION '9
<br />SECTXON - Be
<br />8ETU M L
<br />Y�
<br />SECTxoN - rP
<br />Sul
<br />v r nnrerc: a- a.n..
<br />.R
<br />1 V2"
<br />it
<br />„ 2' -Q,r G,r
<br />- -0144,? .
<br />Y
<br />R
<br />HCDD ELFeVATION
<br />5�8 n
<br />t`rr
<br />3't R �L
<br />jeY
<br />SCTO -
<br />fro"
<br />0 C) LL 0
<br />Z
<br />MaF-
<br />d >n []
<br />to
<br />.n 0
<br />W w
<br />U
<br />LL
<br />rr
<br />C'j 47
<br />om
<br />C.i DETAIL SHOWING TYPES OF GRATES 2` -1139 rr `f P
<br />A o USE ACCORDING TO WATER FLOW. 1 � � �
<br />O
<br />p h co JO (0=
<br />Im
<br />mz -
<br />.. y� m TYPE "G" TYPE 'rElr TYPE "Fir A A 1 Ir� l g�rr p H
<br />Lu
<br />-0off `�'lrLL.O"
<br />nor
<br />H
<br />n -� WATER FLOW - SAG = WATER FLOW -�- - I �S %$rr � Co Dc
<br />b h 1.-1
<br />-I CL p
<br />Q- _-------- -_.- -- -- ..._..- -- -- .»... - -- -�" �y�II
<br />� r �
<br />S �YG --•�� j `Y4 rr
<br />_..-------•• •----- '.- '.------- -..._..... -_ ��2rt �Ber
<br />SECTXON B »B _
<br />O
<br />----------------- .----------- •- ___' -_ 14/4 21fit � � O z
<br />"!1
<br />z�+ WATER FLOW -= SAG -�-- WATER FLOW -K LL � m
<br />I„• SECTION A -A
<br />t-i C 3
<br />C) In TYPE IrF,r TYPE "Er, TYPE nGrr TYPE » E �. Q
<br />C3
<br />-I RAISED rFLOWG ARROW 23� It t
<br />Co /s H 4
<br />-4 � RAISED FLOW ARROW 0/ rt � W d
<br />v m f6" HIGIi '
<br />4-.
<br />1/B it a O IV/6 rr c H U3
<br />_ I "
<br />1 rr 0 .
<br />hit Q u z
<br />y A V. 1/p„ 1 11 "R LLJ q„a K7
<br />r� © :rI Ir u $ LL
<br />O " 1 1 �2' -11."
<br />11/2,, 1�Lr't►I �$�f 1�er
<br />1 It y HIM tj t Ns
<br />13/4 rr SECTION A -A 5 %8rr
<br />TYPE - F SECTION A -A iSHEET 2 OF 2
<br />SHEET 2-OF 2
<br />TYPE ,- 840.03
<br />840.03
<br />0
<br />om
<br />{ o "n -10
<br />"'� -•1 >
<br />.-� m
<br />0-n 1T
<br />'> T r-
<br />A
<br />Co
<br />III
<br />�C
<br />m
<br />-mrn
<br />m>z
<br />a
<br />C-
<br />0 W
<br />H
<br />Ci
<br />C7 �
<br />r•1 �°
<br />�� °bus
<br />w--1 ]>
<br />1 _n
<br />H
<br />�M
<br />CA
<br />Y
<br />BACK OF CURB
<br />rr
<br />a A -�
<br />9�
<br />PLAN Llo.x
<br />t SECTION Y -Y
<br />RISER HT.
<br />VARIES o
<br />•ed .0 O•
<br />WHERE 30" TO 36" PIPE IS USED
<br />RISER HT.
<br />VARIES__
<br />a
<br />A .q.
<br />WHERE 42" TO 54" PIPE IS USED
<br />DETAIL SHOWING METHOD
<br />O IS R CSICTI�O l
<br />S-*]
<br />PLAN OF TOP SLAB
<br />S C� ._ N xi _x
<br />ORAL NOTES:
<br />USE CLASS "B" CONCRETE THROUGHOUT.
<br />1'.RQVIDE ALL CATCH BASINS OVER 3' -8" IN DEPTH WITH STEP8 12"
<br />ON CENTER, USE STEPS WHICH COMPLY WITH STO. DRAWING 840.66.
<br />OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR !14 BAR DOWELS AT
<br />12" CENTERS AS DIRECTED BY THE ENGINEER.
<br />USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
<br />IF REINFORCED CONCRETE PIPE IS SET IN BUT70M SLAB OF BOX, ADD TO SLAB
<br />AS SHOWN ON STD, NO. 840.40,
<br />USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
<br />FOR 8'•0" IN HEIORT OR LESS USE 6" WALLS AND 13OT10JA SLAB. OVER
<br />8' -0" TO 16'-0" IN HEIGHT USE S" WALLS AND 80TTOM SLAB. ADJUST
<br />OUANTITIES ACCORDINGLY.
<br />CONSTRUCT WITH PIPE CROWNS MATCHING.
<br />OHAMFER ALL EXPQSFD CORNERS i °.
<br />ONAWINO NOT TO SCALE.
<br />rl.wn
<br />Fitr3 r,
<br />17 % l�l1
<br />WHERE 42" TO 64" PIPE IS USED
<br />• ti. L A -A
<br />u °f m
<br />P�
<br />PLAN
<br />?�
<br />N � PLAN
<br />_j I u CURB AND GUTTER WITH GATCH BASIN ON STEEP GRADES
<br />rr p TUP „
<br />w
<br />USE ON FLAT ELEV, EXPANSION JOINT -
<br />GRADES 2% AND UNDQH
<br />DEPRESSED GUTTER LINE
<br />EXPANSION . JOINT C0
<br />SECTION S -S "r
<br />m
<br />z
<br />G7 CA
<br />OF
<br />BOX AND
<br />'4
<br />Z
<br />COVER
<br />DIMENSION
<br />u p
<br />n �
<br />w
<br />U
<br />B" E
<br />J!6 "W" HARE
<br />IN BOX
<br />DEDUCTIONS
<br />ONE PIPE
<br />O.M. H.C.
<br />S40 @PMFS
<br />SPAN
<br />�m�
<br />C
<br />LLI LL 3
<br />MIN. HEIGHT
<br />BARS
<br />n „
<br />RARE -V
<br />BMWAMR
<br />eTIN-
<br />TOTAL
<br />LBS.
<br />diy
<br />BOTTOM
<br />SLAB
<br />!091 �0
<br />OR MMIA r
<br />d
<br />SECTION R - IH
<br />v
<br />B
<br />C
<br />O
<br />H
<br />F 1
<br />SECTION - NN- NN
<br />F
<br />No.
<br />v r nnrerc: a- a.n..
<br />.R
<br />1 V2"
<br />it
<br />„ 2' -Q,r G,r
<br />- -0144,? .
<br />Y
<br />R
<br />HCDD ELFeVATION
<br />5�8 n
<br />t`rr
<br />3't R �L
<br />jeY
<br />SCTO -
<br />fro"
<br />0 C) LL 0
<br />Z
<br />MaF-
<br />d >n []
<br />to
<br />.n 0
<br />W w
<br />U
<br />LL
<br />rr
<br />C'j 47
<br />om
<br />C.i DETAIL SHOWING TYPES OF GRATES 2` -1139 rr `f P
<br />A o USE ACCORDING TO WATER FLOW. 1 � � �
<br />O
<br />p h co JO (0=
<br />Im
<br />mz -
<br />.. y� m TYPE "G" TYPE 'rElr TYPE "Fir A A 1 Ir� l g�rr p H
<br />Lu
<br />-0off `�'lrLL.O"
<br />nor
<br />H
<br />n -� WATER FLOW - SAG = WATER FLOW -�- - I �S %$rr � Co Dc
<br />b h 1.-1
<br />-I CL p
<br />Q- _-------- -_.- -- -- ..._..- -- -- .»... - -- -�" �y�II
<br />� r �
<br />S �YG --•�� j `Y4 rr
<br />_..-------•• •----- '.- '.------- -..._..... -_ ��2rt �Ber
<br />SECTXON B »B _
<br />O
<br />----------------- .----------- •- ___' -_ 14/4 21fit � � O z
<br />"!1
<br />z�+ WATER FLOW -= SAG -�-- WATER FLOW -K LL � m
<br />I„• SECTION A -A
<br />t-i C 3
<br />C) In TYPE IrF,r TYPE "Er, TYPE nGrr TYPE » E �. Q
<br />C3
<br />-I RAISED rFLOWG ARROW 23� It t
<br />Co /s H 4
<br />-4 � RAISED FLOW ARROW 0/ rt � W d
<br />v m f6" HIGIi '
<br />4-.
<br />1/B it a O IV/6 rr c H U3
<br />_ I "
<br />1 rr 0 .
<br />hit Q u z
<br />y A V. 1/p„ 1 11 "R LLJ q„a K7
<br />r� © :rI Ir u $ LL
<br />O " 1 1 �2' -11."
<br />11/2,, 1�Lr't►I �$�f 1�er
<br />1 It y HIM tj t Ns
<br />13/4 rr SECTION A -A 5 %8rr
<br />TYPE - F SECTION A -A iSHEET 2 OF 2
<br />SHEET 2-OF 2
<br />TYPE ,- 840.03
<br />840.03
<br />0
<br />om
<br />{ o "n -10
<br />"'� -•1 >
<br />.-� m
<br />0-n 1T
<br />'> T r-
<br />A
<br />Co
<br />III
<br />�C
<br />m
<br />-mrn
<br />m>z
<br />a
<br />C-
<br />0 W
<br />H
<br />Ci
<br />C7 �
<br />r•1 �°
<br />�� °bus
<br />w--1 ]>
<br />1 _n
<br />H
<br />�M
<br />CA
<br />Y
<br />BACK OF CURB
<br />rr
<br />a A -�
<br />9�
<br />PLAN Llo.x
<br />t SECTION Y -Y
<br />RISER HT.
<br />VARIES o
<br />•ed .0 O•
<br />WHERE 30" TO 36" PIPE IS USED
<br />RISER HT.
<br />VARIES__
<br />a
<br />A .q.
<br />WHERE 42" TO 54" PIPE IS USED
<br />DETAIL SHOWING METHOD
<br />O IS R CSICTI�O l
<br />S-*]
<br />PLAN OF TOP SLAB
<br />S C� ._ N xi _x
<br />ORAL NOTES:
<br />USE CLASS "B" CONCRETE THROUGHOUT.
<br />1'.RQVIDE ALL CATCH BASINS OVER 3' -8" IN DEPTH WITH STEP8 12"
<br />ON CENTER, USE STEPS WHICH COMPLY WITH STO. DRAWING 840.66.
<br />OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR !14 BAR DOWELS AT
<br />12" CENTERS AS DIRECTED BY THE ENGINEER.
<br />USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
<br />IF REINFORCED CONCRETE PIPE IS SET IN BUT70M SLAB OF BOX, ADD TO SLAB
<br />AS SHOWN ON STD, NO. 840.40,
<br />USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
<br />FOR 8'•0" IN HEIORT OR LESS USE 6" WALLS AND 13OT10JA SLAB. OVER
<br />8' -0" TO 16'-0" IN HEIGHT USE S" WALLS AND 80TTOM SLAB. ADJUST
<br />OUANTITIES ACCORDINGLY.
<br />CONSTRUCT WITH PIPE CROWNS MATCHING.
<br />OHAMFER ALL EXPQSFD CORNERS i °.
<br />ONAWINO NOT TO SCALE.
<br />rl.wn
<br />Fitr3 r,
<br />17 % l�l1
<br />WHERE 42" TO 64" PIPE IS USED
<br />• ti. L A -A
<br />u °f m
<br />P�
<br />PLAN
<br />?�
<br />N � PLAN
<br />_j I u CURB AND GUTTER WITH GATCH BASIN ON STEEP GRADES
<br />rr p TUP „
<br />w
<br />USE ON FLAT ELEV, EXPANSION JOINT -
<br />GRADES 2% AND UNDQH
<br />DEPRESSED GUTTER LINE
<br />EXPANSION . JOINT C0
<br />SECTION S -S "r
<br />m
<br />DIMENSIONS
<br />OF
<br />BOX AND
<br />PIPE
<br />Z
<br />COVER
<br />DIMENSION
<br />n �
<br />w
<br />U
<br />B" E
<br />J!6 "W" HARE
<br />IN BOX
<br />DEDUCTIONS
<br />ONE PIPE
<br />O.M. H.C.
<br />S40 @PMFS
<br />SPAN
<br />�m�
<br />C
<br />MIN. HEIGHT
<br />BARS
<br />n „
<br />RARE -V
<br />BMWAMR
<br />8-W
<br />TOTAL
<br />LBS.
<br />TOP
<br />SLAB
<br />BOTTOM
<br />SLAB
<br />!091 �0
<br />OR MMIA r
<br />d
<br />SECTION R - IH
<br />v
<br />B
<br />C
<br />rnNf'ie
<br />H
<br />0
<br />O
<br />m
<br />r
<br />NORMAL CURB AND GUTTER ON LIGHT GRADES
<br />NORMAL GUTTER LINE
<br />EXPANSION JOINT
<br />04 BAR
<br />USE ON GRADES OVER 2% ELEwV•
<br />M
<br />.- DEPRESSED GUTTER LINE
<br />iL1rs 6r_Orr
<br />Gil EXPANSIOt4 JOINT On I MAX.
<br />DOWEL ELEVATION
<br />NORMAL'CURB AND GUTTER ON STEEP GRADES
<br />■INIMUNI DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH 9ASIN 9ASED ON MIM. HEIGHT H WITH NO RISER).+
<br />DIMENSIONS
<br />OF
<br />BOX AND
<br />PIPE
<br />.
<br />COVER
<br />DIMENSION
<br />w
<br />U
<br />C0.Y09:;CUNC.
<br />IN BOX
<br />DEDUCTIONS
<br />ONE PIPE
<br />O.M. H.C.
<br />PIpE
<br />SPAN
<br />WIDTH IwiDTH
<br />SPAN
<br />MIN. HEIGHT
<br />BARS
<br />-U
<br />RARE -V
<br />BMWAMR
<br />8-W
<br />TOTAL
<br />LBS.
<br />TOP
<br />SLAB
<br />BOTTOM
<br />SLAB
<br />!091 �0
<br />OR MMIA r
<br />d
<br />0
<br />A
<br />B
<br />C
<br />O
<br />H
<br />E
<br />F
<br />No.
<br />LENGTH
<br />N0.
<br />LENGTH
<br />ISO.
<br />ENQTH
<br />12"
<br />3' -Q"
<br />2' -2"
<br />2,_ga
<br />-
<br />0.24S
<br />0.772
<br />0.015 0.026
<br />16"
<br />W -0"
<br />2' -2,r
<br />3.0"
<br />0.235
<br />0.629
<br />.0.025 0.038
<br />16"
<br />W -O"
<br />2' -2"
<br />D`
<br />3' -S"
<br />O
<br />0.236
<br />0.807
<br />0.033 0.049
<br />24"
<br />3' 0"
<br />2' -2"
<br />J
<br />3' 9"
<br />LL
<br />0.238
<br />1.OD
<br />0.059' 0.085
<br />30"
<br />3' -0"
<br />2' -2"
<br />S' -4"
<br />4'•3
<br />1' -2"
<br />4' -0"
<br />4
<br />1'•6"
<br />2
<br />3'•9"
<br />3 `:
<br />3 -9"
<br />3S
<br />0.123
<br />0.321
<br />1.433
<br />0.092 0.127
<br />3 5
<br />3`-0"
<br />2' -2"
<br />3' -10 ".
<br />4 -9"
<br />1' -8"
<br />'- 40"
<br />4
<br />V -11"
<br />3 r
<br />3' -9"
<br />3
<br />S' -9"
<br />43
<br />0.181
<br />0.358
<br />'1.714
<br />0.132 0:170
<br />.
<br />42"
<br />3` -0"
<br />2' -2"
<br />4.. -$"
<br />0 -3
<br />ir_S"
<br />3' -2"
<br />4
<br />i' - ©"
<br />2
<br />W -1i'
<br />S
<br />2 -11"
<br />32
<br />0,112
<br />0.318
<br />1.75E
<br />0:166 -0.243
<br />48"
<br />3' -0"
<br />2'•2"
<br />6' -0"
<br />8' -9"
<br />2' -O"
<br />3' -2"
<br />4
<br />2' -3"
<br />3
<br />2' -11'
<br />3
<br />2 •11"
<br />35
<br />0.145
<br />0:352
<br />2.0 ?
<br />0.235 0.317
<br />64 ".
<br />3' -Orr
<br />, r,2rr
<br />j
<br />_.514„
<br />6' -31
<br />2' -7"
<br />1 3'-2"
<br />4
<br />2' -10"
<br />1 5 -
<br />W-11"
<br />3 ::
<br />''2 -11"
<br />41
<br />0.180
<br />0.386
<br />2.387
<br />0.297 0.401
<br /># A ------
<br />" RISER HAS .290. CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
<br />O�
<br />F--I
<br />d Q
<br />H�C3�
<br />0 0 3
<br />}
<br />LL
<br />1j- Off„ I
<br />Z II-1
<br />F- >
<br />CL
<br />n c�
<br />LL. �
<br />O N
<br />�mLu
<br />0-
<br />w�
<br />�h
<br />©v It It
<br />L4- FW-
<br />to W.�r�-
<br />Flea
<br />to
<br />H Z w
<br />z w
<br />w
<br />z
<br />O
<br />H �
<br />a�
<br />LL. _J Imo.
<br />Q O u) =
<br />f -o 0
<br />wi
<br />you
<br />LIJ
<br />, O
<br />r�
<br />ca �
<br />LL. �
<br />� m �
<br />rL
<br />L(i
<br />< w
<br />W
<br />F--
<br />W;
<br />CC cm
<br />.Zr r
<br />C'3 O
<br />w
<br />WHEN THE AREA BELOW THE OUTLET
<br />IS NOT A DEFINED CHANNEL, BUILD A
<br />FLAT APRON TO DISPERSE RUNOFF.
<br />SCETIONB„ H
<br />FILTER
<br />BLANKET
<br />B WHERE A DEFINED CHANNEL EXISTS,
<br />PLAN VIEW WRAP AND SHAPE THE APRON TO FIT
<br />THE CHANNEL. IF NECESSARY, LINE THE
<br />ENTRANCE TO PROVIDE A TRANSITION
<br />INTO THE RECEIVING CHANNEL.
<br />PIPE END
<br />RIP RAP
<br />LENGTH OF
<br />-MINIMUM
<br />`�_ -- APRON DEPTH OF
<br />FLOW STONE
<br />\ a
<br />FILTER
<br />APRON WIDTH BLANKET
<br />SLOPE OF EXISTING CHANNEL
<br />SECTION A -A 5ECTION R s
<br />THERE DUST BE NO OVERFALL
<br />AT THE ENO OF THE APRON.
<br />RIP RAP APRON
<br />NTS
<br />PIN# 9880 --28 -1953
<br />a�
<br />l
<br />r � ,. }gyp•
<br />War.
<br />�1 U
<br />C3�
<br />L
<br />cu
<br />© N
<br />W
<br />. a c° Co art -
<br />c f) too M o
<br />Ca Co m 0-)
<br />_ W ..
<br />L_ CO Cz
<br />N a- u- w
<br />.k w N
<br />Lu
<br />Ld
<br />8 <k
<br />SLR z �Z U
<br />w w
<br />U
<br />O
<br />Z Y
<br />X68 1111 � -�
<br />a.
<br />z
<br />II_I
<br />O
<br />w
<br />U
<br />r
<br />O�
<br />F--I
<br />d Q
<br />H�C3�
<br />0 0 3
<br />}
<br />LL
<br />1j- Off„ I
<br />Z II-1
<br />F- >
<br />CL
<br />n c�
<br />LL. �
<br />O N
<br />�mLu
<br />0-
<br />w�
<br />�h
<br />©v It It
<br />L4- FW-
<br />to W.�r�-
<br />Flea
<br />to
<br />H Z w
<br />z w
<br />w
<br />z
<br />O
<br />H �
<br />a�
<br />LL. _J Imo.
<br />Q O u) =
<br />f -o 0
<br />wi
<br />you
<br />LIJ
<br />, O
<br />r�
<br />ca �
<br />LL. �
<br />� m �
<br />rL
<br />L(i
<br />< w
<br />W
<br />F--
<br />W;
<br />CC cm
<br />.Zr r
<br />C'3 O
<br />w
<br />WHEN THE AREA BELOW THE OUTLET
<br />IS NOT A DEFINED CHANNEL, BUILD A
<br />FLAT APRON TO DISPERSE RUNOFF.
<br />SCETIONB„ H
<br />FILTER
<br />BLANKET
<br />B WHERE A DEFINED CHANNEL EXISTS,
<br />PLAN VIEW WRAP AND SHAPE THE APRON TO FIT
<br />THE CHANNEL. IF NECESSARY, LINE THE
<br />ENTRANCE TO PROVIDE A TRANSITION
<br />INTO THE RECEIVING CHANNEL.
<br />PIPE END
<br />RIP RAP
<br />LENGTH OF
<br />-MINIMUM
<br />`�_ -- APRON DEPTH OF
<br />FLOW STONE
<br />\ a
<br />FILTER
<br />APRON WIDTH BLANKET
<br />SLOPE OF EXISTING CHANNEL
<br />SECTION A -A 5ECTION R s
<br />THERE DUST BE NO OVERFALL
<br />AT THE ENO OF THE APRON.
<br />RIP RAP APRON
<br />NTS
<br />PIN# 9880 --28 -1953
<br />a�
<br />l
<br />r � ,. }gyp•
<br />War.
<br />�1 U
<br />C3�
<br />L
<br />cu
<br />© N
<br />W
<br />. a c° Co art -
<br />c f) too M o
<br />Ca Co m 0-)
<br />_ W ..
<br />L_ CO Cz
<br />N a- u- w
<br />.k w N
<br />Lu
<br />Ld
<br />8 <k
<br />SLR z �Z U
<br />w w
<br />U
<br />O
<br />Z Y
<br />X68 1111 � -�
<br />a.
<br />HORIZONTAL SCALE:. NIA
<br />VERTICAL SCALE: N/A
<br />PROJECT MANAGER: CPK
<br />DRAWN BY: CPK
<br />PROJECT NO: 12.017
<br />DRAWING NAME 12 -017 DETAILS
<br />THIS DRAWING AND THE DESIGN HEREON ARE
<br />THE PROPERTY OF EarlhCenthe EnOinoering, Inc.
<br />'fl IE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />REPRODUCTION OR OTHER USE OF TFIIS
<br />DRAWING.IN WHOLE OR IN PART, WITHOUT
<br />W€ ITI-EN CONSENT OF EarthCentric Enpinaehng, Inc.
<br />IS PROHIBITED.
<br />GOPYfItGHT 2012 €artllContric EnUlneering, Inc.
<br />SHEET NO.
<br />D 0
<br />PRELIMINARY MAJOR SUBDIVISION FLAN
<br />z
<br />II_I
<br />O
<br />w
<br />U
<br />oz
<br />U"
<br />r©l
<br />HORIZONTAL SCALE:. NIA
<br />VERTICAL SCALE: N/A
<br />PROJECT MANAGER: CPK
<br />DRAWN BY: CPK
<br />PROJECT NO: 12.017
<br />DRAWING NAME 12 -017 DETAILS
<br />THIS DRAWING AND THE DESIGN HEREON ARE
<br />THE PROPERTY OF EarlhCenthe EnOinoering, Inc.
<br />'fl IE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />REPRODUCTION OR OTHER USE OF TFIIS
<br />DRAWING.IN WHOLE OR IN PART, WITHOUT
<br />W€ ITI-EN CONSENT OF EarthCentric Enpinaehng, Inc.
<br />IS PROHIBITED.
<br />GOPYfItGHT 2012 €artllContric EnUlneering, Inc.
<br />SHEET NO.
<br />D 0
<br />PRELIMINARY MAJOR SUBDIVISION FLAN
<br />a.
<br />w
<br />U
<br />U"
<br />LL
<br />U
<br />d
<br />D`
<br />m
<br />O
<br />LL
<br />Z
<br />O_
<br />to
<br />0
<br />L11
<br />0
<br />Q
<br />c�
<br />cv
<br />Lu
<br />C)
<br />Oa.
<br />N
<br />LL1
<br />N
<br />DATI : SEPTEMBER
<br />5, 2012
<br />HORIZONTAL SCALE:. NIA
<br />VERTICAL SCALE: N/A
<br />PROJECT MANAGER: CPK
<br />DRAWN BY: CPK
<br />PROJECT NO: 12.017
<br />DRAWING NAME 12 -017 DETAILS
<br />THIS DRAWING AND THE DESIGN HEREON ARE
<br />THE PROPERTY OF EarlhCenthe EnOinoering, Inc.
<br />'fl IE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />REPRODUCTION OR OTHER USE OF TFIIS
<br />DRAWING.IN WHOLE OR IN PART, WITHOUT
<br />W€ ITI-EN CONSENT OF EarthCentric Enpinaehng, Inc.
<br />IS PROHIBITED.
<br />GOPYfItGHT 2012 €artllContric EnUlneering, Inc.
<br />SHEET NO.
<br />D 0
<br />PRELIMINARY MAJOR SUBDIVISION FLAN
<br />
|