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<br />I! INSTALL 12115D LATERALS
<br />50 2' SEPARATION SHOULD BE
<br />34 b' MAINTAINED BETWEEN
<br />�- k' ISI LT.- 6' Sg S �' WATER LINEt SANIrgRi
<br />p46�XLSt 6rg y_� �_ ,��`� LIME
<br />IAjV
<br />INSTALL 265 LF-12"SI) 8-
<br />32 NY G
<br />32 Erb So -6w 6.� 334 YntsrQLL 2
<br />4C1 Br sS 3 67 C.F-6„SS 6' WATER
<br />W o 0 t _I S` 1'i06o, 3� 50 CLAM MWIRM AT \�
<br />EX 10 W LA lo >© 4 SS.ESD.MSSING 20LF
<br />30 w ENCASE IN CLASS PFJ CENTERED& 16+51 �tlsad ID'I.`P.)
<br />17 Wg.�wW �PARETtp WHERE �30� iN INSTALL 262 LF-8SS _
<br />'>ru SE A N 15LJNDER \� s S
<br />Z_ 3N 2' S1=E DETAIL L° 6'S��ap3
<br />J U W >i
<br />B Lu0<>-rte THIS SHEET
<br />28 t- a 7 a”' rt PER STD PLAN W- 7 m
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<br />�
<br />i
<br />10 + 0o 9 z
<br />WIND WOOD J� �I+oo 12+00 13+00 14+00 15+0o Ib+oo 17 - oo 18+
<br />UNIT 1 �� ��� 8
<br />� rn
<br />/ r SCALE: NORIZ- I"=40'
<br />/ar / �y VERT.-
<br />ry
<br />YVINDRIFT WA Y
<br />�l CURB DATA CURB DATA 0
<br />�1�61_ R=258,00R=517,00' w 3
<br />4) d= 37°55'23" d= 5'28'36"
<br />(Lc4) O ,o
<br />gOk Gw5 L= 170.77' L= 49.42'
<br />25' 25'0 CQ
<br />t0 k�j C9 z O 3 17' 17' o� d H Z ac
<br />/ 1xk 31 tw 1 02 ,� h o O � '- z �z ti ui O z vs
<br />a��, 1W1 101 100 cD > [i~�z� � � � m'n- w� nQ a�
<br />/ Ch lV U > > 9 9 �i N Z v? rn v�j'n e �j p a
<br />Via` � 14 ro Z O N N N N 9 4 9 J d o h
<br />N— I 0 �* 0. Q oo a
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<br />1Okk311° 13 ��`' 6 ti �, Iq5 0 N IID p81FI
<br />0'�.�,
<br />y
<br />CL 200 REQUIRED AT
<br />SD GRO55ING 20LF
<br />CENTERED@ 164315
<br />1/VV o
<br />��I
<br />T
<br />3'
<br />1
<br />42
<br />M
<br />M
<br />36
<br />34
<br />32
<br />30
<br />26
<br />18'
<br />ZONE C
<br />4"
<br />No adapter joints in
<br />�i•so s,,6
<br />special pipe
<br />N �
<br />6/AIE
<br />4„
<br />1MAIN
<br />all crossings shall be at Where possible.
<br />No adaptor joints in tpeciol.
<br />pipe
<br />zNED
<br />CASE
<br />l`
<br />hw J 00
<br />O
<br />ZONE
<br />A: Sevier lines will not be permitted in this zone without special
<br />m
<br />=
<br />permission from County Envlmnmental Health
<br />ap
<br />!—
<br />oLai
<br />6-
<br />W
<br />ZONE
<br />B: Extra airrength vitrified clay pipe with compressiuri joints; or
<br />k
<br />C4
<br />Cn
<br />4n
<br />u,
<br />vi
<br />Q
<br />LCI
<br />Ln
<br />Q
<br />UI
<br />U
<br />GOI
<br />C/D: Where sewer will carry flows from industrial or comroercioi d*velop--
<br />00
<br />O O
<br />19 � 00
<br />��I
<br />T
<br />3'
<br />1
<br />42
<br />M
<br />M
<br />36
<br />34
<br />32
<br />30
<br />26
<br />18'
<br />ZONE C
<br />4"
<br />No adapter joints in
<br />special pipe
<br />N �
<br />6/AIE
<br />4„
<br />1MAIN
<br />all crossings shall be at Where possible.
<br />No adaptor joints in tpeciol.
<br />pipe
<br />zNED
<br />CASE
<br />l`
<br />\ZONr
<br />the sewer shall be sncosed with reinforced concrete as det, ded below,
<br />�( or reconstructed per case I ZONE C/D requirements.
<br />ZONE D: The sewer shoes be encased with reinforced concrete as detailed below,
<br />IN
<br />Z
<br />�J� R� �� SIPIPING� STgLL42 LF_ — INSTAL 5 Lrrg IOl AUX or reconstructed per case t ZONE C/D requirements.
<br />n1\ �
<br />81
<br />t
<br />CURB DATA
<br />R= 292.00'
<br />d= 37655123"
<br />L= 193,27'
<br />RN•
<br />t. a r5 rb --y a ZONE P: Prohibited construction zone.
<br />_.. �` is �Z
<br />{�RIV
<br />INo. 4 bars NOTE:
<br />• ` ` ss ( ) Sewer lines lgrf7Er than 24" diameter,
<br />°o I ►� i91
<br />. Acceptable reinforced 1 moirs & sewir ';nes pressure
<br />23' of low
<br />6" concrete encasement
<br />head wrier main;, Rhdtl be reviewed
<br />detail (class !3 P.C.G.)
<br />_ ? ^ O I VI Lij 1a. and approved ay the Ccunty
<br />C -0d O ^ Q m q W W �� = s fj4 bar hoop 24" Ci C. Environmentcl Heolth Dept
<br />J a lky 3 p co 3 v I I V) �.�
<br />' nLU
<br />q I WATER—SEWER
<br />N v `w v o o r N u�y �z
<br />m q oQ U; 0 01a -
<br />a. o SEPARATION STANDARDS
<br />c W a0 re
<br />Lu Z q
<br />T� 83 84 85 86=a a �� 87� ° 88 , y ; ,_
<br />BU ttJ z F 0d + + ^� Z f, N li I 90 ° AI'lik VE i BY: K: KJFt B5EN
<br />CURB DATA
<br />R = 483-00 3
<br />�
<br />4= 5028'36" zcp W:�.D. EfVaiNEE
<br />L= 46.17'
<br />Q /7 DATE: �_IO'
<br />E,S..BAG S.E.P I"=40' WIIVDRIFT WAY WIN �W��pli SUBDIVISION
<br />I
<br />170'N/ WINDWOOD OR 7U RIVERWOOD OR,
<br />-UNIT N0. 3 A
<br />/9G�B
<br />SUBDIVISION IMPROVEMENTS
<br />PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />NOTE: Dimensions ore from outsid . of water main to outside of sewer.
<br />all crossings shall be at Where possible.
<br />CASE
<br />I: New sewer --existing water main
<br />ZONE
<br />A: Sevier lines will not be permitted in this zone without special
<br />permission from County Envlmnmental Health
<br />ZONE
<br />B: Extra airrength vitrified clay pipe with compressiuri joints; or
<br />k
<br />rubber gosketed plastic pipe conforrning to ASTM 63014-81 5DR-35
<br />Q
<br />specifications.
<br />Q
<br />ZONE
<br />C/D: Where sewer will carry flows from industrial or comroercioi d*velop--
<br />60'
<br />O O
<br />ment class 50 or heavier ductile iron pipe with staridhrd bituminous
<br />O
<br />coatirg and approved mechanical joints shall be used. Where sewer
<br />30' 30'
<br />3
<br />will carry flows from residential developments only durtile iron pipe
<br />22' 22'
<br />p
<br />w
<br />as ob,ve, class 200 PVC (DR14 per AVYWA C900)plostic pipe or
<br />14, 12'
<br />rubber gasketed pipe, conforming to ASTM 03034-�81 SDR -35
<br />specification moy be tsed. In each case o mnimum 18, root length
<br />6
<br />L6
<br />^N
<br />n�
<br />of pipe with no joints shaii be ceniered at the water main. No
<br />n
<br />NU)
<br />nl
<br />adopior joints will be allowed closer than 8 feet to th:, water line.
<br />v+
<br />`- ZO
<br />kj
<br />CASE
<br />II: Nein water main-existrno Sewer
<br />No water mains shall be constructed without soec=ol permission
<br />from County Environmental Health Dept.
<br />o
<br />92
<br />ZONE
<br />B: if the sewer does not meet the ZONE B tequ re nems gi en above
<br />the water main shall be of class 200 pipe a equivalent
<br />J
<br />ZONE
<br />C: No water mains shot) be constructed without special permission
<br />from the County Environmental Health Dept. If permission is granted,
<br />the sewer shall be sncosed with reinforced concrete as det, ded below,
<br />�( or reconstructed per case I ZONE C/D requirements.
<br />ZONE D: The sewer shoes be encased with reinforced concrete as detailed below,
<br />IN
<br />Z
<br />�J� R� �� SIPIPING� STgLL42 LF_ — INSTAL 5 Lrrg IOl AUX or reconstructed per case t ZONE C/D requirements.
<br />n1\ �
<br />81
<br />t
<br />CURB DATA
<br />R= 292.00'
<br />d= 37655123"
<br />L= 193,27'
<br />RN•
<br />t. a r5 rb --y a ZONE P: Prohibited construction zone.
<br />_.. �` is �Z
<br />{�RIV
<br />INo. 4 bars NOTE:
<br />• ` ` ss ( ) Sewer lines lgrf7Er than 24" diameter,
<br />°o I ►� i91
<br />. Acceptable reinforced 1 moirs & sewir ';nes pressure
<br />23' of low
<br />6" concrete encasement
<br />head wrier main;, Rhdtl be reviewed
<br />detail (class !3 P.C.G.)
<br />_ ? ^ O I VI Lij 1a. and approved ay the Ccunty
<br />C -0d O ^ Q m q W W �� = s fj4 bar hoop 24" Ci C. Environmentcl Heolth Dept
<br />J a lky 3 p co 3 v I I V) �.�
<br />' nLU
<br />q I WATER—SEWER
<br />N v `w v o o r N u�y �z
<br />m q oQ U; 0 01a -
<br />a. o SEPARATION STANDARDS
<br />c W a0 re
<br />Lu Z q
<br />T� 83 84 85 86=a a �� 87� ° 88 , y ; ,_
<br />BU ttJ z F 0d + + ^� Z f, N li I 90 ° AI'lik VE i BY: K: KJFt B5EN
<br />CURB DATA
<br />R = 483-00 3
<br />�
<br />4= 5028'36" zcp W:�.D. EfVaiNEE
<br />L= 46.17'
<br />Q /7 DATE: �_IO'
<br />E,S..BAG S.E.P I"=40' WIIVDRIFT WAY WIN �W��pli SUBDIVISION
<br />I
<br />170'N/ WINDWOOD OR 7U RIVERWOOD OR,
<br />-UNIT N0. 3 A
<br />/9G�B
<br />SUBDIVISION IMPROVEMENTS
<br />
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