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HomeMy WebLinkAbout1.03 General Application Materials_Part420 0 ~----GRAPHIC SCALE 10 20 .., 80 I_I I ___ I (IN FEET) I inch -20 ft. I r:~ I 1/IL.LIMINA'A NOT FOR ~O STRU9' COLORADO 811 CALL BEFORE YOU DIG U~llty Nollflcatlon Center of Colorado i-=-6=9 ~4 =8 +-------+------+-------P\Af-'<;-1;1,-,--+l~.+5·&.f~~~~H-------f------+----------jf------+-------P'Vft-5'1'-k-'~'nn~~ I Y ._,,,n,, V ,,_,,,,__ I Y ._,,,,, ~._,,,..., f------+----------j---------1me'--¥<"4t-1LEV· 6909 2" nu, "I.EV· 6915 6944 K: 20.00 K: 20.00 LVC: 43.96 LVC: 26.03 6940 6936 o, I h <.O 00 0 0 CO I[) 5932 c------+----------i--~~~*~,,_----l------+-~+~"'=----+-------+------1------+-------:T"' 6928 6924 of' >------o 6920 "OJ 6916 0 •. w U) (.) > rn Cf) w " (.) Cf) 'o >'rn N " + c .. N- cii i'1 0 -30 ao-/ -3 -30 \ ! IN 45.00' BE"Jll A / / 8·56 N?5 1 '-------........ ,. "--fa· 1 LF s IN c;oo ~ .. . . I !/ I -30 I 213.7LF 6-IN C900 I I I I \ ,, 'f/ I 6948 " . 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STA: 3+27.98 HIGH PT ELEV: 6918.37 LO OJ LO <O 'i °' 5> w 6944 6940 6936 6932 6928 6924 6920 6916 w w U;.: U :r 00 :r • u z - • Q ~ I u 6912 4. 0 6 IN 22:So• 8 ND STA:2+8 26 \. -. 6912 • ...,, I 0 6908 6908 6904 2'§8 ' -R" PVC @ 3.1 % 6904 6900 / 0 6900 I 6896 LINE ) BE LOWERED / 6896 THROUG INTERSECTION-oZ oO 6892 6892 U <( -0-----+------+-------+---+----+-------+----------j-------+--------+------+-------+------+-------+----------jf-----+----+--------+-------+--------+------+-------+-------f--------+---------+-------+--------+------+-------+-----+--------O JO::~ 6888 6888 JO > o----+------+----------t----+----+-------+----------j---------j--------+------+----------t-------t-------+----------jf-----t------t----------t------+----------t-------+-------+-------f---------j--------+------+--------+-------t----------t-----+------1 11)J - woC ._6_8_8_4--+------+-----+---+-----+-----+-------+-----+-------+------+-------+------l--------+--------ll------+-----+--------l-------+------+-------+-------+-----+-------+-----+-------+------+------+------+------+-6_88_4 __ ::E U al ~ :,: :Jen 6880 6880 l--o----+------+-----+---+-----+-----+-------+-----+-------+------+-------+------1--------+--------11------+-----+---------t-------+------+-------+------+-------+-------+-----+-------+------+--------t------+------+----1W Z Ill 6876 6876 8 o:J Cl 0---+-----+-----+---+---+------1-----------,1-----------,---------,-------l-------l------+------+-----+--+---+-----+-----+------+-------+-------+--------+--------+-------+------+------+-------+-------+-----+------uc 0:: - ._6_8_7_2__,_ ____ -+-------t-----t----+------j--------+-----+--------j------j---------t------j-------+---------tl-------j-----+---------t-------+------+-------t------+-------t-------+-----+--------j------+--------t------j------t-6_87_2 __ ~ g 0:: t9 w Ill 6868 6868 <i: ii: .J o---+-------+-------+---+---+-----+------+------+-------+-------l-----+--------+------+-------+--+-----1-----+-------+------+------+-------l1-------+-------+-------+------+-----+------+-------+----+-----11 WO::C) 6864 6864 6860 ,.; • ~ "' 6860 1---+------+-------+----ttlc·~-~,,___.-+------>--------+---------+-------+--------+------+-------+------+-------+------1 ~~-r,~-+------+-------+--------+-------+--------+------+-------+------+-------+-----------i+-------+--------+----+----1 I;!. en......., LL. ~ 6856 "'m d ~ EX. GRADE PROPOSED GR l/>.DE .., ~ EX. GRADE -.PROPOSED GR >DE 6856 •00 m.,,,.. ·.-o f------+----------j--~~.~~~~Q oo~~+-+-------+------+-------+------+1-+------+-----------i+-------+--------+------+--------+------+-------+--------1 <( ,( t9 Ill N N 0 N '-0 (Y) '-(') 0 ' a. a. 0 0 + U) • 6852 :::i: ± Ol ~ ~ ::i: t, 0) ~ 6852 6848 6848 PROJECT NO. 2201007.00 N r--. 0 (Xl OJ Oo "' "' "' "' 0+00 0 r--. . "' No -"' -"' "' "' 1+00 0 r--. LO --: -LO "' -"' "' "' 2+00 "' --LO a:i --"' "' "' "' 3+00 "' ... "' "' "' "' -"' "' "' 4+00 _o N LO --"' -"' "' "' 5+00 N v t') (Xl "' Oo "' "' "' "' 6+00 PP4 GRAPHIC SCALE 20 0 10 20 .., 80 n~.::•..:-1111::..I_I I ___ I (IN FEET) I inch -20 ft, I /;_,,---,,._ I 1/IL.LIMINA'A NOT FOR ~O STRU9' ' I / COLORADO 811 CALL BEFORE YOU DIG U~llty Nollflcatlon Center of Colorado I ' \ I 'I \ ·\ \ 30 - -- I EAST FU LL LOOP PROFILE 6952 6952 6940 XC-SANITARY PROFILE XC-STORM PROFILE MAIN 6940 6940 6940 6952 -12 @ 8.\% STM-INL2 -' N ACCESS-STORM / / / / PROFILE 6952 6948 , ~ _ .'. : : : .84+------l---------+-6 _94_8---+-6_9_3_6-+---+------+------+---------l------+------+------+-6_9_3_6 ___ 6 _93_6-+---+------+-------+------+-------+------+-------+------+-----+-6_9_3_6,._6_9_4 _8 +----+------+--+------+---------l----+-6_9_4----ll8 f--------l------F'--¥mll--t."LE-¥:--690-4,,.;c,;;c>J------+---------l 6944 K: 25.59 6944 6932 6932 6932 6932 6944 6944 LVC: 29.47 6940 6940 6928 6928 6928 6928 6940 6940 6936 6936 6924 6924 6924 6924 6936 6936 9 I[) m t0 6932 +m 6932 6920 6920 6920 6920 6932 6932 ID - 6928 6928 6916 6916 6916 6916 6928 6928 rn 'rn 6924 6924 6912 6912 6912 6912 6924 6924 6920 CO C.O rn O C.O ·,...; ~ ~ ~"·,,,------1 6920 6908 6908 6908 6908 6920 6920 ' 1-_!_ _, ,. t") ID II ID J ID II ID o---+-------+-----+--+-------1>---<-IH~H•,,1.l-i<li~c.~"'11'0')---+---t---+--+------+------+------+-------+-------+----+---+--t----+-------+--------+------+----,,,.---------ccc-+-~'-..__----+-------+---+----+----+---+-----lt------+-----+-+------+------+----+----t 6916 6916 6904 6904 6904 6904 6916 6916 ci z • u z - • 6912 (/) w (I) c;: (/) w ± '!? 6912 6900 -.___ 6900 6900 . ' 6900 6912 6912 • II:> / -----/ \ 6908 -------->--_J 6908 6896 6896 6896 / \ 6896 6908 1 .03'-18• ADS N-1 @ 8.00%-6908 / / • 6904 6904 6892 / 6892 6892 / 6892 6904 6904 • / / 6900 6.92%_J •6.92% 6900 6888 6888 6888 • 6888 6900 6900 6896 ----------6896 6884 (\ .. ~T~ :---ii.?!'';-:-1.//--+-----1l.r 0-.--+--+-----j 6884 6884 --- 6884 6896 1-r tt=:.sz::•12,·:;-r¢,:.qll!.:::lila===9==tr-!::'.'.lttt--, 6896 INV: ~885.62 ·22 5'=8".,PVC@ -4.0 1% 6 IN 11 25" BEND ~" · u+~9c:2'u..="----l------l----l--------l 6892 6880 6892 BXBXl· IN TEE_ 6880 6880 ~· 6880 6892 6892 6888 6888 6876 6876 6876 ---STA: 1+1 '.1 6876 6888 6888 INV:688 .45 oZ oO U<i: - .J 0:: !!l .JO> ti) .J -woC .,6_8_8_4-+------+---------ll---------+------+------+-6 _88_4---+-6_8_7_2-+---+------+------+---------l------+-----+-+------+-6_8_7_2 ___ 68_7_2-+---+----IN_V_:6_B,__77_.7_B ____ -+------+-------++------+-------+-----+--+-----+-6_8_7_2,._6_8 _84-+---+------+-f------+--+----+-+----+-6_8 _84----ll::EU al ~ :,: :Jen 6880 6880 6868 6868 6868 6868 6880 6880 l----o---+------+-----+------+-----+------+----1--1-----+------+-----+------+------i---------jt-+---------t--o---+---+----------t------+------+-------tt------+-----+-----+-+---1-----.----+----+-----+-+------+--+----+-1-------+-----11W Z Ill 6876 6876 6864 6864 6864 6864 6876 6876 8 o:J Cl o---+-----+-----+------+------1---------,1------11---___,1---___,1---------1-------1------+------+-------+--+----+----1---+---+------+------+-----+--------+-j-----+------+------+-+----+---------+------+-------+---+---------+---+----+---+----+----o-uc 0:: - .,6_8_7_2__,_ ____ __,_ _____ +------+-----+------+6_8_7_2 ___ 6_8 _60_,__ _ __,_ _____ +-____ -+ _____ _,__ ____ -+ ____ _,_l----__ __,_6_8 _60----0--6_8_6_0 +-_-+-____ -----t _____ __,_ ____ __,_ _____ --tt-____ __,_ _____ +-___ __,_-+---t-6_8_6_0 ___ 6_8_7_2__,_ __ -+ ____ __,__,__ ____ _,__ _ _,__ __ _,_l----__ __,_6_87_2---,,~ g 0:: t9 w Ill 6868 6868 6856 6856 6856 6856 6868 6868 <i: ii: .J o---+------+-------+--------+-----+------+---+-----+------+-------+-------1-----+------+-------,+--+------+-----------+----,-----+------+--------+-------++--------,1--------+-------+----+------+----------+----+----+-1--------+---+-----+-+-------+------11WO:: C) 6864 6864 6852 6852 6852 6852 6864 6864 1-68_6_0--+------+------+------+----------J---------l>--6_8_6_0-+-6_8_4_8+-------tolc-·--iC-'1,•~riro-__ t--_____ +-_____ +-_____ +-_____ "'ct. -----1;"'.,,1,-:;::,,a\;;°c:r--+-6_8_4_8+--6_8_4_8 +---+------+----------J----------J------Hoc-·____,!"'"':::~• c----t------+----------t ,::>~· 1-,!"'&----+=-6 =-8 -'-48=--t-6=--8::c6::c0=-+----koic-·-----<c~,---++------+--k~-· _.:;;,~c-::~:.-➔,o,-j·f-----,c~c>----+6::c8::c6::c0'--I 14-v~~ LL ..., LL .... LL LL LL 1~ ....... 6856 EX. GRADE· PROPOSED GRADE 6856 6844 N v i') ~ ;:;;;; ......,.._..N LL .... .._,, LL. m i;;;;: m LL. LI> LO ..... ,,,.., o ~ f-, ~~---+------+------+-E_X ___ G_R_A_D_E-+--.P_R_O_P_O_S_E_D-----1'.,'-'l-__ ~f:!~_ ~~~i.----l 6844 6844 EX. GRADE · .., ~ <ri "1 o ;,; 6844 6856 om~ "'~ ~ ;;:j ., ;::: .,,. 0 IX) IX) a, ~ IXl m " I') O? ~,----PROPOSED GRADE I') • a~ a, a, " a, 6856 <( ,( t9 Ill N N 0 N '-0 (Y) '-(') 0 IXl ID Do °'m ID ID IX) I') IX) IX) ID ID ~ IX) IX) ID ID ~ a, IX) ID PPS 6+00 0+00 1+00 0+00 1+00 0+00 ' 0.. 0.. / ' I I ! / I . // /V" __ / ,/ 7 ) ./ // 6936 6932 6928 6924 6920 6916 6912 6908 6904 6900 6896 6888 6884 6880 6872 6868 6864 6860 6856 6852 6848 6844 6840 I Et:E', tteNE--efffi ,..._ ,..._ oa oa (0 (0 0+00 1 ,...., II ~-A, ,-. ,-e--.--9-.., ,/1 [ C"\/, ~0"7C c;{i K: 8.09 L ·'C: 39.37 I !I_..,. .. , I I~ • ._...,. ":-LE"· ~ '~~ n7- K: 21.8fi LVC: 85.b O EX. GRADE· .PROPOSED GR p.DE 0 0-, 0-, oa ,..._ ,..._ r---oa oa (0 (0 1+00 LIi C 'T/1, 1 PVI I EV: 6833.56 102.9 .... (0 p l!J N "' (0 oa ~ oa oa (0 (0 2+00 oa o .o "' (0 0-, 0-, oa oa (0 (0 3+00 Q 0-, ==-- . -· . EX. GRADE · PROPOSED GR DE "' oa "' ~ ,,i Oo 0-, 0-, (0 (0 4+00 20 0 GRAPHIC SCALE 10 20 40 80 ~~,i/_•~-~•!..I_I I I (IN FEET) I I inch -20 ft. ~~ ~ 1/IL.LIMINA~'r \ NOT FOR ~O STRUgF ci z • u z - COLORADO 811 CALL BEFORE YOU DIG U~llty Nollflcatlon Center of Colorado w < " N N '-0 (Y) '-(') 0 0. 0. •-~~ I 60.4: 6940 cLEV· 6911 2i------r------t------+------+-------L---=:J K: 20.00 LVC: 241.10 6936 HIGH PT. STA: 5+29 51 HIGH PT ELEV: 6908 77 "' (0 "' cxi oa Oo 0-, 0-, (0 (0 5+00 0 ' :z; (/) 97.24' 8" P"C ~9% i1') 6932 6928 • r----<f;i,"3-+6,_9,_2::'4'1 ~ <? 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GRAPHIC SCALE 10 20 40 80 I_I I ___ I (IN FEET) I inch -20 ft. /:-------------- 1 1/IL.LIMINA'A NOT FOR ~O STRU9' COLORADO 811 CALL BEFORE YOU DIG U~llty Nollflcatlon Center of Colorado // // \ \ --------· / \ \ \\ j ·--· 6940 6940 , .... ,·:... 7: __ .:: , ,.I STA. 8l+it2:1c.&e-_----+------+-------+------+------+------f------+------+------+-------+------+------+------f------j-=:__:_:'--1 f-------+--------+------+-------+------+------F°-¥mlf--t."L1El/' 6902.<a,_,•,._ _____ -+------+-------+------t--F-->,D\/'>---c.lC"L[-V· N 4 ,2a>--0 ------t------+-------+------+-------+------t-------+---------t------+-------+------+-------+------t------t 6936 K: 20.00 K: 85.3' 6936 LVC: 78.59 LVC: 141. 3 6932 LOW PT. STA: 7+ 79. 4 ~IGH PT. STA: +08.33 6932 LOW "T ELEV: 6903. 4 HIGH PT ELEV: 6904.01 6928 Lt) o .;-.-m ~ t0 6928 r:JCl'S?"+-'r--..-l":;::;+----+------+-------+------t-----~ocfh'..-',-. l------+--------lf-------1°'~-~------:"'~·-f',14------1------+--------l------+-------+-----«.;-,j· µ,;t0~--+-------+------l------+--------lf------+-------+------+-------+------t------+-----l 6924 · r--~ r--':,' m ~ I~ ':,' + 1 m 6924 ~ --co~---tt-------+---------t------+-------+------+-------+-------t-------+---------t-------+----+-----11 m".:i:m ,~ r-----....., 6920' II 'fr II cii 1 ~ (iill 6920 > 69161 w (/) w 6916 6912 6912 / 'jj 11 6908 6908 2.93% ci z • u z - • 6904 L6.94% ' 1 nmr. 0.65% 6904 • 6900 ~t.x. I t.l t.PH0NE GROS~, lti I 6900 o 1,..,::,uu ,...,, _ _ ~~s-;-~+-----+-8"1---€900---+------+-----t----1=f3t-4'E---tE--P ffiNE--C fffi•sst~t-------t----;;:----j--------t------j-------t----------J------t----------J------t----------t-----t---------t-----t-------t-----t-------t-----j--------t-------J 6896 ,,,.,.----• ;, a•C, 4-4~7cs'Q,__+-------+------t-------+----------jf------+--\ll--J----+-------+------+-------+------t-------+-----------jf------+-------+------+-------+------t-------+----------jf------+-------+------+----f-6~8~9~6-'--I .. .. .. IN J; 6900.00 6892 18" HDPE 1---+------+-------+------t-------+-----------j------+-------+------+---t='sTA: 8+05.4 t-------+---------t-------+-------+------+-------+------t-------+----t'N¥.--689!>"'.c6·1--j·t------+-------+------+-------+------t-------+----------lf------+--------+------+-------+------t--------+------f------+--------+-----l 6892 6888 6888 oZ oO 6884 6884 U <( -0---+------+-------+------t-------+---------t-------+-------+------+-------+------+-------+---------tt-------+-------+-------+-------+------+-------+-------t-------+---------t-------+-------+------+-------+-----+-------O J~~ 6880 6880 JO > o---+------+-------+------t-------+---------t-------+-------+------+-------+------+-------+---------tt-------+----------t------+--------t-------+-------+-------t-------+---------t------+-------+------+-------+-----+-------O t/)J- woC .. 6_8_7_6-+-------+------+-------+-----+------+------+------+------+-------+------1---------+-------+l---------+-------+------+-------+------+-------+------+------+------+------+------+------+------+-----+-6 _87_6 __ ::E U al ~ :,: :Jen 6872 6872 l--o---+-------+------+-------+-----+------+------+------+------+-------+------1---------+-------+1---------+---------t------+-------+-------t-------+-------t------+------+------+------+------+------+------t-----1W Z Ill 6868 6868 8 o:J Cl O---+-----+-----+------+------l----------,1----------,--------,------f------f------+------+------+------+------+------+------+-------+------+------+------+------+------+------+------+-------+-----+-------uc ~ - __ 6_8_6_4_,_ ____ ___,_ _____ _,_ ____ --+-----+---------j-------i---------j------j--------t------j-------+---------tl---------+---------t------+----------j--------t-------+-------t------+------+--------j------+-------t------j------t-6_86_4 __ ~ g 0:: t9 w Ill 6860 6860 <i: ii: .J o---+------+------+--------+-----+-------+------+-------+-------+-----+-------+------+-------+------+-----+------+------+-------+--------,1--------+------+------+-------+-----+------+------+----+-----11 W~C) 6856 6852 6848 EX. GRADE --PROPOSED GR ,DE 6856 6852 6848 <( ,( t9 Ill N N '-0 (Y) '-(') 0 ' IL IL • 0 + 0 -' 6844 PROJECT NO. 0---+------+-------+-------t-------+---------t-------+-------+------+++------+------+-------+---------tt-------+-------+-------+-------+------+-------+-------t-------+---------t-------+-------+------+-------+-----+-------0 6844 6840 6840 2201007.00 J--',--'-'--'-'--------'--------'-------'--------+--------'-------'--------'------+-H-------'-------'-------....L.----------lt-------'--------'-------'-------+------'-------....L.------'-------+--------'-------'--------'------t--------'-----'-'-'-'-'--1 co ~ . r-- L!) .;- 0 o 0) 0) (0 (0 7+00 0) Lt) • r') r') • 0 r') 0) 0 (0 0) (0 8+00 00 .o ..,. . 0 .;- 0) 0 (0 0) (0 9+00 co 0) • Lt) r') r') Oo 0) 0) (0 (0 10+00 11+00 PP7 12+00 BYNO.DATE BYPROJECT NO.OR 534 - 06700 IN METRO DENVER UNDERGROUND MEMBER UTILITIESEXCAVATE FOR THE MARKING OFBEFORE YOU DIG, GRADE, ORCALL 2-BUSINESS DAYS IN ADVANCE 1-800-922-1987 CENTER OF COLORADOCALL UTILITY NOTIFICATIONREVISIONHIGH COUNTRY ENGINEERING, INC. PHONE (970) 945-8676 - FAX (970) 945-2555 www.hceng.com drawn by: checked by: date: file: 1517 BLAKE AVENUE, STE 101, GLENWOOD SPRINGS, CO 816012201007MU1PATCH-VINGER CONSTRUCTION, INC. GARFIELD COUNTY, COLORADO EAGLE RIDGE SUBDIVISION MASTER UTILITY PLAN DRD DRD 03/30/22 MU LOS AMIGOS RANCH FILING 5 COMMON AREA HOME ELK SPRINGS OWNERS ASSOCIATION PARCELi□ NO. 23930540702 1 . I / 'y/ -/:'/ / " _s;,' ---;✓-CJ\JCTR1·,CT□R -J LJ:=ATED EXIST=!% B·' CS00 ',./(' I =--k Mt,rn, -\'.:;U_rl I l H-~r~1ssc;RY, A\TI T\STA I JTH:::R IJTILI-ES t-,'2JU\J 11 L \~1/1 I LI~ L_N_ l\'.::; I t-,_L i.3"XG'' I LL LJI\---------// =-xTs--'Jli R"'0 °',/AT=-R H6-N Tn -----✓----UR S' f-1 "'Zl HY Dfs','>~~ I _JJl OE--~5,5 LI G"¢ :=:SJOJ \,/AT[R LIN[ .,,... / ----¼ ~-,/ <#'///// / / ______ f'JS It.LL ~-JL\v' FTRF HYTRf~AT -_ ::: .:=--=-ss---/ / / -:/,/~/_/_/::;:;;:::::::---,,,,..,,/ // / / / /-· / / ~\~---=-:::--:--lt~-;:n A_L 11'11---11\J l\S 1-'LL l~'X6 '.J :..:LJ'JL-..:'l I=-~AS-ER V6-~R M~TER V6ULT k_r,1-62'::l~ '.JU' TT' □-rrr=r,I=-::::s0L :::iO' B-TTT,1 n=-\/6lJI T -,,:;8~? '.!(]' l\Slr",L_ 11U"/, S1·1\Jllr\,\Y __ _ s=\,./[R ~-A~J D_[ EE\DS ________ ~ _____ ---____ ~~~::~_l;ccZ~---=-=-_--_-w--:::. 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FLG 6A COMMON AREA ELK SPRINGS, HOMEOWNERS ASSOCIATION INC PARCEL ID NO. 239305409002 GRAPIIIC SCALE ,c o LO ~□ BC 16C i'"~----,--•---1 1-1 I ( IN FEET inch = !fO ft. y \ \ --M'::'_I\J k=.J--'L";'CU-1l~J I HATCI T□-L)(-I6.::-:1r,1G G'P _:::_917 \/ATF:;;: HA-~J 1k:; 1 _L '.,lJ'X'.:;,'.=i' CLJr<..:1'2L IL H6sT=-::;:: ",.1Al\,FR 1v1=--=-p VAIJ -~H-1-6S:5.9f:' -----' 0:r:,1G-GB:1J:'JG' / i--zn -\ .. u,u1 f=f:RSh.9f' -"!'{ r= I .. f -_:::.-::=---=\-~~-:-:-= '" . \=l\~'0 \ -\J'.\T Pl Sl\-il-S: VA\HLJLl S.:IM C:')'. '.1/H' 1 "t°oS..'; BO>< \:/IT -V,\YL=------<,:.'.):zi fF\ TI v,is/ __ ., ELK SPRINGS. LOS AMIGOS RANCH, FLG 6A LDT 1 ELK SPRINGS, LLC PARCELi□ NO. 239305409001 I • I / UE I // ,/ '_j_ \ \ \ \/1\L\/L .LiLJX 'w'l 2'' I:_[\,i□-1 Vr"VL= 4R~rf '.\A \ T-ARV S=--\•/=--k M-'\~JHLL=--R=H-GS17 l'J' 1=0&AMIGOS RANCH FLG. 1.,/ UT------ur ----UT -----UT------UT ------UT --- --UT -- -UT LOT: 2 RE'stJB.FLG .'IP' .... -UT. SARAI c'JGAA□BDRJ\tLlcC PARCEL ID NO. 23930540300? AUBURN RIDGE LANE UE -UE----UE-- -UE------UE --x-----~ ----~------x--------ol(---I I I I ---*---/ I I I I I I I I I / / -s / I / / / --- - - EXISTING 60' ROAD AND UTILITY EASEMENT 2• MOUNTABL.E_---,.---.------11 , _____ ___,.. _____ 11, --------t--2' MOUNTABLE CURB & GUTTER CURB & GUTTER LANE LANE 2% STRIP ALL TOPSOIL, SCARIFY AND J M~TCH EXISTING ASPHALT (3 MIN.) 2% RECOMPACT SUBGRADE TO A MINIMUM NOTIES: DEPTH OF 8" TO 95% STANDARD PROCTOR 1. PROPOSED ROAD NOT CENTIERED IN 60' EASEMENT AUBURN RIDGE LANE TYPICAL SECTION #1 N.T.S. EXISTING 60' ROAD AND UTILITY EASEMENT VARIES _ ,~ MATCH EXISTING ROAD BASE (MIN. 8" CLASS 6 AGGREGATE BASE) COURSE COMPACTIED TO 95% STANDARD PROCTOR ..--~li&II~--,-----11' SHOULDER -------,------11' 1'-6"' STANDARD LANE-----~---,t-CURB & GUTTIER LANE M~TCH EXISTING ASPHALT (3 MIN.) 3% 2% 2% ., ~\ J -STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM NOTES: DEPTH OF 8" TO 95% STANDARD PROCTOR 1. PROPOSED ROAD NOT CENTIERED IN 60' EASEMENT PAVEMENT AUBURN RIDGE LANE TYPICAL SECTION #2 N.T.S. EXISTING 60' ROAD AND UTILITY EASEMENT .-----11' LANE ------i------11' LANE EXISTING ASPHALT VARIES NOTIES: 1. EXISTING ROAD NOT CENTIERED IN 60' EASEMENT 2. NO EXISTING GRAVEL SHOULDERS AUBURN RIDGE LANE EXISTING ROAD SECTION N.T.S. SAWCUT LINE\ MATCH EXISTING ROAD BASE (MIN. 8" CLASS 6 AGGREGATE BASE) COURSE COMPACTIED TO 95% STANDARD PROCTOR MATCH EXISTING ROAD BASE (MIN. 8" CLASS 6 AGGREGATE BASE) COURSE COMPACTIED TO 95% STANDARD PROCTOR ROTOMILL 1' WIDE ON EXISTING ASPHALT FOR TOP LIFT OF NEW ASPHALT TO OVERLAY INTO. 36" t---+------'=------1 FRONT EDGE OF CURB & GUTTIER CL.ASS 8 AGGREGATIE BASE COURSE COMPACTIED TO 95% STANDARD PROCTOR STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT EXISTING en 12" EXISTING/ gf? SUBGRADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. REFER TO GEOTIECHNICAL REPORT. PAVEMENT FULL-DEPTH CLASSIFICATION ASPHAL TIC CONCRETE AUBURN RIDGE LANE MATCH EXISTING-MIN. 3" MINOR ROADS 3• PAVEMENT SECTIONS N.T.S. 2'-0" 1'-0"' 10· 2· MOUNTABLE CURB & GUTTER DETAIL N.T.S. BASE 00 NEW BASE v 0 00 SAWCUT LINE NOTIE: SEE PA"1NG DETAIL FOR ASPHALT AND BASE INFORMATION. SEE GEOTECH RECOMMENDATIONS ASPHALT PATCH DETAIL 1/8" -1/4" 1/4" R TYP.) hr----~ NOTE: N.T.S. • 1/4 OF SLAB DEPTH LOCATION OF CONTRACTION JOINTS TO BE EVERY 5 FT. IN SIDEWALK AND EVERY 10 FT. IN CURB AND GUTTIER AND CONCRETIE PAVING. STANDARD CONTRACTION JOINT N.T.S. 13' DRAINAGE AND 13' DRAINAGE AND UTILITY EASEMENT 24' SINGLE FAMILY ROADWAY AND GCE UTILITY EASEMENT 12' 12' 2' MOUNTABLE 11' 11' CURB & GUTTER LANE LANE --_ 5:1 TYP. (MAX 3:1) 2% /3• ASPHALT 2% _, 1 ,_, I =I I i:::-11 t-' I ' -,-, ' ... ' ' ' STRIP ALL TOPSOIL, SCARIFY AND J RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8" TO 95% STANDARD PROCTOR SINGLE FAMILY ROADWAY TYP. N.T.S. 9' UTILITY AND DRAINAGE EASEMENT 23' MULTI-FAMILY ROADWAY AND GCE q:_ 2' MOUNTABLE 22' CURB & GUTTER LANE /3• ASPHALT -,--.,t 1 TYP. (MA~ 3:1) 2% ~,,-,~ 2% , ,·, ..... -.-,.:. __ ·•: ,.,, ··-; ' ·' ,· ' ·-·: _-. STRIP ALL TOPSOIL, SCARIFY AND J RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF a• TO 95% STANDARD PROCTOR ,: . •- • 2' MOUNTABLE CURB & GUTTER ' 5:1 TYP. (MAX }-11.- -< I •-11 t--d a ' ' \. 8 CLASS 6 AGGREGATIE BASE COURSE COMPACTIED TO 95% STANDARD PROCTOR 8' UTILITY AND DRAINAGE EASEMENT 2' MOUNTABLE CURB & GUTTER 5: 1 TYP. (MAX 3: 1) . ·-.1,F=--. ''·' ' \. 8 CLASS 6 AGGREGA TIE BASE COURSE COMPACTIED TO 95% STANDARD PROCTOR ONE-WAY MULTI-FAMILY ROADWAY TYP, N.T.S. . -48 5' MULTI FAMILY ROADWAY AND GCE 8' UTILITY AND DRAINAGE EASEMENT 23' q:_ 12· 12' 1 '-6"' STANDARD CURB & GUTTER LANE LANE /J" ASPHALT 5:1 TYP (MAX 3:1) 2% -, . 2% _, I .-, I t=:i I B I ,. / ·-_,,,. __ : ._;;.::_ ,: 5: 1 TYP (MAX 3: 1) ' . I ~ , .. r,f!;'--_·. ••,,: ·, •, ;·: .. _ .,, ' - --- -- - STRIP ALL TOPSOIL, SCARIFY AND J --'· \. --\. RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8" TO 95% STANDARD PROCTOR 8 CLASS 6 AGGREGATIE BASE COURSE COMPACTIED TO 95% STANDARD PROCTOR TWO-WAY MULTI-FAMILY ROADWAY TYP. N.T.S. 1'-0" 1 1 ;2·--11-+---'----'--"" 6" (TYP.) • s' --------, 4000 PSI CONCRETIE W/ FIBER MESH PLAN CROSS SLOPE (TYP) TOWARDS ROAD. I 4• . ., ... :-J--.-..L..:..a..:....:...:.----'--~=--~ t a STRIP ALL TOPSOIL AND RECOMPACT SUBGRADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR CONCRETE SIDEWALK DETAIL N.T.S. s~· --t-- A 4000 PSI CONCRETIE W/FIBER MESH • A MEDIAN N.T.S. --- I EGEND FOR RADII A 1/8" B 1-1/2" C = 1-1/2" -2" 1· 6" BASE COURSE CONTINUED FROM STREET CURB 1.5" 1'-6" I EGEND FOR RADII A = 1/8" 4500 PSI CONCRETE SEE GEOTECH RECOMMENDATIONS I 'MDTH PER PLAN 1" /FT. MAX DEPTH NOT 'ix, TO EXCEED 2• STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. CROSS PAN N.T.S. 6x6 W1 .4/1.4 WELDED WIRE MESH 6" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR DETAIL • N sl- A C (=) () c-_;, S-;, 0 (=);:__) ~ 4.5" B • "' C STANDARD B = 1-1/2" C = 1-1/2" -2" • "' 1.5" " A ' BASE COURSE CONTINUED FROM STREET CURB & GUTTER N.T.S. fu z 0 ui ~ 0:: d z 0 0 0:: ~ 0:: ··om 0 ~ @ I ; N N '-, 0 (Y) '-, (Y) 0 U 0 0 u <I; ....I 0:: ....I 0 CJ) ....I wo ~u 0 . I~ wz (9 :i 00 a::: u wo ....I ....I (9 w <I; IL w 0:: ~ i,j O .. " ::I 0 u. z 0 -U) ~ C mu, - :J .J 1- U) -LLI LLI ~ LLI C, LLI :C CC U> it LLI .J ~ PROJECT NO. 2201007 DET1