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<br />3563
<br />
<br />SLOPE VARIES-
<br />SEE PLAN
<br />
<br />(p" THICK. SEEDED
<br />TOPSOIl-
<br />
<br />~ ":~€l~ CeesT 0' LevEE ELEVAT"," - seE PROmE
<br />
<br />
<br />
<br />JS=O.02 I 5-00Z _ I
<br />
<br />fd' -rI-lICK
<br />TOPSOIL
<br />STRIPPINq
<br />
<br />UNDERDRNN
<br />SEE DETAILS,
<br />SHEET ~
<br />
<br />
<br />--
<br />--
<br />--
<br />
<br />
<br />
<br />-
<br />
<br />9&.--=-
<br />C>~~GJ-_
<br />
<br />COI<JTROL WATER WITH TSMPORAR\{
<br />FACILlTIE.S TO K:E.E.P RUNNING
<br />WATER OuT OF TOE TRE:NcH
<br />cXCAVATION
<br />
<br />....w... ,..II, ""
<br />
<br />....1,"'" ..::-V,'::'
<br />
<br />-L
<br />
<br />f-- E~~ME..NT ZONE: z~
<br />O(]~<>g&~ --
<br />
<br />0'-rI-lICK GRAVEL SURFACING
<br />
<br />... ... ,.., '11""~
<br />
<br />--
<br />
<br />RE:MOVE EXISTING
<br />CONCRETE RUBBLE
<br />
<br />o
<br />
<br />TYPICAL LEVEE SECTION - STA. 23+5..0 TO 24+72':
<br />Sta. 23+50 Shown
<br />
<br />MAXlnUM LEVEL OF 6TANDIWC WATER
<br />Dul<INC, BEDDING AND K'IPI<AP PLACE:nENT
<br />
<br />3'
<br />
<br />BOTTon OF RIPRAP E.LE:YATION
<br />I' 6E::EO PROF"ILE
<br />
<br />FENCING!
<br />NOT
<br />.Sl'DWN I
<br />
<br />ct. LEVEE
<br />
<br />b'
<br />
<br />b'
<br />
<br />II
<br />
<br />VAK:IES - SEE. PLAN
<br />
<br />.... ,.. ~ ...
<br />
<br />
<br />~=O,OZ
<br />
<br />5=0.02....
<br />
<br />.,' THICK SEEDeD 10PSOI L
<br />
<br />~ '..."J_J/
<br />
<br />I b"THICK. -! ~/....\\
<br />
<br />
<br />
<br />
<br />ZONE I ~
<br />
<br />----~ -----~t ~
<br />
<br />
<br />o -__
<br />UNDE:K'DRAIN ----
<br />SEE: DETAILS, SHEET 9 ----
<br />-----
<br />----
<br />
<br />VARIES
<br />-roP 01" RIPRAP ELeVA-rION - SEE PRO",ILE
<br />25
<br />
<br />-- ---
<br />
<br />
<br />~ EMBANJ<:MEN'T
<br />
<br />6" TH leK 1"OPSOI L STl<lPPINc;
<br />
<br />COiJr1?OL WATE:R WITH TE:MPORARV
<br />FACILITIES -ro KeEP RUNNINc;
<br />WATEK' au-r OF TOE TRE.NC.H
<br />EXCAVATION
<br />
<br />MAXlnUM LEVEL OF' .:sTANDING WATER
<br />OURING BEDDINC AND RIPRAP
<br />PLACE-ME-NT
<br />
<br />3'
<br />
<br />BOTTOM OF RIPK"AP ELE-VATIOt-J
<br />" ::SEE: PROFILE
<br />
<br />TYPICAL LEVEE SECTION - ST A. 20+00 TO 23+40
<br />Sta. 22+00 Shown
<br />
<br />UNDERDRAIN
<br />SEE DETAILS, SHEET 9
<br />
<br />
<br />b'
<br />
<br />I
<br />
<br />EXISTING GROUND,,\ I
<br />_ --1- L-- --
<br />
<br />----
<br />
<br />.3,=0,02.
<br />
<br />-
<br />
<br />O?EST OF LEVEE E.LEVATION ,SEE PROI"ILE
<br />
<br />VARIES Z'TO :3'
<br />-rop OF RIPRAP ELeVATION -SEE PROFILE
<br />
<br />BEDDING nATERIAL
<br />
<br />COt--l-rROL WATER WITH -rEnpORARV
<br />FACILITIES TO KEEP RUNNING WATER
<br />OUT OF TOE TRENCH EXCAVA.,.'ON
<br />
<br />REnOVE EXISTING EMBANi<:'nENT TO
<br />ELEVATION SHOWN ON PROFILE.
<br />
<br />b" -rHICK 'TOPSOIL STRIPPING
<br />
<br />MAXIMUM LEVEL OF STANDING WATER
<br />DuelNG BEDDING AND RIPR'AP PLACEMENT
<br />
<br />3'
<br />
<br />BOTTOn OF R'IPRAP ELEVATION
<br />I' SE.E PROFILE.
<br />
<br />TYPICAL LEVEE SECTION - STA. 11+22.11 TO 20+00
<br />Sta. 15+00 Shown
<br />
<br />".M"~
<br />',..,""""..,,'.., ........,'"....',,,..,,,.. b TJ..lICK BE.DDING MA'TE:JCIAL
<br />
<br />
<br />, """""''''',..",.."..""",..,......"..""..,..""".:L. 7S3B,O
<br />
<br />b'
<br />
<br />ct. L EVE.E
<br />b'
<br />
<br />~
<br />~'
<br />"l'
<br />10\ 5=0,02._
<br />
<br />b"THICK GRAVEL
<br />I SURFACING
<br />"'EnBANKMENT
<br />ZONE'
<br />
<br />
<br />(;J' THICK SE.EDED TOPSOIL
<br />
<br />
<br />RIPRAP DETAIL - ST A. 0+00 TO 0+25. 13
<br />
<br />~XIS~~:N1
<br />
<br />,D---I"l..o--_ LL __
<br />L_~_-.J Ir-
<br />RAILRoAD-rRACKS
<br />
<br />EXTENSION OF' LEVE.E FOR
<br />/ PARKING AREA AS 5J..\owN
<br />--'- ON PLAN
<br />
<br />-.... '
<br />-~-~,I..,. -'='
<br />" -.' "'-EnBANKrlEON-r --:::::--
<br />" I ZONE Z---.. , ...................., EXISTING
<br />-l " ~ _-..::'.................... GROUl..lD~
<br />----~......... -~
<br />--~ -
<br />
<br />DESIGNED
<br />
<br />EMBANKnENT ZONE 2.
<br />
<br />
<br />5=0,02
<br />-
<br />
<br />.' ~"_'~ ,. .,-. <~',.'. I, .".,.
<br />
<br />6"-rHICK SEE.DED TOPSOIL
<br />
<br />EMBANKMENT Z.ONE 2
<br />
<br />EMBANKMEJ.JT ZONE I
<br />
<br />
<br />MSD
<br />BMG
<br />
<br />,RIO GRANDE LEVEE SYSTEM - PHASE I
<br />FINAL DESIGN
<br />
<br />UNDEORDRAIN
<br />SE.E DETAILS
<br />SHEET C) 0
<br />
<br />REMOVE EXISTINC; EnBANKME"l'T TO
<br />ELeVATION 5HOWN ON PROFILE
<br />
<br />6" THICK 'TOP:::>OIL STRIPPING
<br />
<br />SCALE
<br />
<br />MSD
<br />'1-= 5'
<br />
<br />LEVEE CROS~ SECTIONS
<br />
<br />DATE:
<br />
<br />TYPICAL LEVEE SECTION - STA. 8+00 TO 11+22..11
<br />Sta. 10+00 Shown
<br />
<br />I '
<br />TYPIC~L LEVEE SECTION - STA. Oi:OO TO 8+00
<br />
<br />~
<br />
<br />JUL Y ,1986
<br />
<br />PROJECT NO
<br />
<br />Sta. 4+75 Shown I
<br />
<br />MULLER ENGINEERING COMPANY, INC.
<br />
<br />CONSULTING ENGINEERS
<br />7000 WEST FOURTEENTH AVENUE
<br />LAKEWOOD, COIDRADO 80215
<br />(303) 232-9340
<br />
<br />CITY OF ALAMOSA.:
<br />ALAMOSA I~OUNTY.
<br />
<br />8601
<br />
<br />DRAWING NO
<br />
<br />SHEET~OF~
<br />
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