Loading...
HomeMy WebLinkAboutC33.pdf - - - - _ - giv - - _ _ _ _ - PVC SEWER MAIN -� �- - - 11 S GSE _ _ - _ _ _ � _ _�- _ _ - - VAIL VALLEY DRIVE - - - �- - - _ _� - - - - - - -G- -�e'-5P4ATER MAIN _ _ + \- \ I sS - / I - _____ 10" D/P WATER MAIN - -G- - - - - _ - _ -G- �- \ _ :1 - INVERT 3-4 _ _ _� BASIS OF ELEVATION (50 ROW) 0 _ \ \ - -G- - \ _ SS 3+34.101. _ ,_ - - - SEWER MANHOLE \3 I _ _ G- - -1 _ I1 _1 _ I \ELEV - 8190.0 - - - _ _ I11 ' 'SS \ _ ;.: :� -....00:061:74-i'5-. Ii ` MEAS RIM ELEV - 8203.6 _ - - J \ - - / �' ss_ _ _ PVC SEWER MAIN =- S ,,:,I r��i S I SEWER \AA�hb�E _ ,S 1 _ _ 1/ 4 _ _ _ ,� _ Ss- _ _ - -T- VAIL VALLEY DRIVE 1 1 _ - - , _ - - -E� as � \ ! a��� 1 ' I woo d. SS- _ o - �- - 1 �� i%' _ _ _r- - _SS _ o._ _ r - _ _ (50' ROW) _ , \ 1 - - s cv 0 0 _ + _ _ _ - SS _ NORTHERLYI 41111111k1 _ _ �� \At 71 \ �b - (-0- . fin - - - o - - - - - - - _ PROPERTY LIMIT I � 'SS - - - - - . ,::: .1k /' 1 : .77 o - - - _ - _ SS I _ - - _ -E „N.:7_ _y I _ _..._____ , <,, -r , . , 11H e _ _ (,) .....,..,..„.___.,..„,_________________ _ _ _ _ _J TO7 L _ _ L - - - - - - - - -- - , i:,, _ _ _ - s :7-7-L--.. _ \ - - - - - - - SS - ----7-. v \ _ , -\_ _ - _ - 4 \ / E E / a a -�� \ E- - --;,,--E- a l loil - - i"......„Fea;;;;;,I..„.., _omitte.,71.,,;41 : _ ..___. , ---__________rs___' -- E _) _/zik---- ,limipppee N i ELECTRIC �� :icel/:, _ E E _.!: 0 7,_:_ a/P-M-ii/ RINN,,,,,,..sr=io,,i•,---..-ztmgrz_gr......,...-..-..,--....-- '5••-- 1111111111 -'111111.'---: ' -4'---4.41 1:1-7Z11-.. ""Z4-" M-7.1...1.:11:-7--,____LLI7.77. 1% ,----.-vrA V 'Orn-. - • 4if • rA* 1:-..,,,,p... , / I� �`_ •r _ 1 ��- -a-�\ - -�\\ - - - DRIVE fi , I, A NSFORME1114_ VP ''''"-',4,,, 2 /N4 __, __, _.. 7______L-7cE• ' -__ .__ 44v.. A _ N \ \ 1-- 01-11".��p ���C \ ® ��1 "111167 aSECTION IIlo \ 0809 \ .�faio . ilima D 6�1� = ► 11111111 a-1 \ _,44 ,ovAL4p, 'X STA.=3+00.09 - Imam. OFFSET 0 00.v / / lip ���I L i.I��-.� 7� � Imo' 1iir �a - ,► \nilligalik 1II_�'-... ..÷ . ' (69' n v y , w Vii. 1 111 I�' \ IIIIIII41h �i p 1/ _____ , / #.,♦ ��` Off• co ! L4-14E -0• ' I.I�I��-�_ - ..t,��►1II III 1_^��,` -j! = 1�� ��O(� il :: 7 Amssimminesh _ __ _ �O�L�E\ RE�AtiVll�fO_ _- - - - �� Qin i �� , , // - - - - - TO�R�MAIIV- _ \�7, ♦N �� �. ��°� %D____ o / 1 N �� // /I - - - � / � �_ �\\ �� v• STA.=0+34.00 \ C��`L / - -� 1 +00 DRIVE I i i %11 ul r- �� s1 OFFSET=0.00 ��-„ _1 1 - / \ \ \ \ ��. ,; co' ^ -1 CENTERLINE \ \ %/ / I- - - - - - / ELEV=4.41 0 0 /o / //^ \ ��s� �'�: ` N`v �N ��� �� 11.11.1LIWII.A=M ALIGNMENT 1 \ /\/ / Ai c=, a co '') \ / - - / \ \ s:/�►..*****41111014114, 1 / `� _-i•�_111111W� �/ 8209' 82�g %/// \ / Off„ srz - - - ..:c \��m/ - _ \ \ \ :4:4._, 1t-• /_ ` T ° / _ - - - \ \ \ \ \ rc� �t..�c_:f�°E.�/�;�/_E.-�[ 3/=3f5=� I I � �� / \ ' ` = Cx \ ���� f •�� '' pie_ �3 �1E: 1 , _ , // '� J<\ \ \ ` �. \ \'•�t. �:I'C�j�OE \ -moi=- e'.1t �� / II� a _CC�� �, / \ /7 \ 11 \ \ _� �ITi:'1�.C' 1 O�:Cii!�jLS 5i�• _ NA, \ Cb� .II � � ��� �' __,v - -I� __�-E 4 tom, iii N i� ���` �i _co / �_ c.)-1 N - - 1 - . 7 I / f / ! 0-.Kz -7 1/ /' / - - - - jJ J 1 : /, , 11� V° 1� \ ,,-- ___ _i . 1. , . � \Vmilli ......._ r 17, II 1 _��llri �� 4, / i ,,, la 111A \ K YSTONE RETAINING / WOOD FENCE ���:�: ��I�� \� I - / /• • _ ------*1- I ` / / \ \ WA- TO REMAIN \Y\� • \s♦%%i• �_� �__ �F - _ _ _- 1_ ______L l // .� \L \. \/ , __ -. ,._ _\ \ \ \ I i `1 _ _ 1 i - /i /, , / / up , , • / , / -/ / I N \ \\ \ \'�S�'01 � \ IIIIIIr J //ice h -- • \ - , l // / rea, \\ \ \ \ -._ IMI W. ,�! �/�� /` .�,N. ECLUB LEVATOR r-- \ \ \ \\ \ \ \\ \ MI t - / i-- , •• // r) co Ln + N 8215 DRIVE CENTERLINE Q H 8215 u) W N co N mm Lf) cq rroIN o 0 ro - _ 06 `" r, 0 2.80 -0.32% -3 31 q• N c SCALES: + _ + i/����///////® I��� -4.95 Q co II u u (nw cnw � w q.92 GB STA. 1 +65.13 P � o CO CD � � VERT. l ''=2' GB EL.=8213.53 /,rp.o. \ / o n c� c� 9 + o cocci Ar ' • • I N � 0.,) ,_ o � 66. 9z v~iw 0) c o 8210 � J 00 _ o � 8210 ori c� c� '� _ .� - - _ Q I I o �ro (IS in La 6 c- oo co ''''' =-i� xi, �o�• \ _ roc., O N - _ - - c&161 rn �///�CO -4.Ooq CO CO CO CO m m / �.�� BELOW GRADE 0 0 0 _.--- + _---- STRUCTURE RE: ARCH. lr - .,! N / 8c STRC. VERIFY Q °I° % / ELEVATIONS PRIOR TO + o 1- w - • CONSTRUCTION. - 24.5' 15.5' 8205 O 4, 4.0'J 8205 Qom. i 0 1- J ,_- (f) (n w0 m m /4 ()0/° V V f Et .1 0C9 / 1 .9J t \ 24.4'- -1 / 0 < < 4.0' `5.6' Z O < CO co 8200 8200 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 D O zO (0 SCALES: R DRIVE SECTION VE 8225 VERT.. 1 "=10' 1 "=10' 8225 8220 8220 No. Description Date 1 BUILDING PERMIT 07-01-15 STA.=0+04.00 2 BUILDING PERMIT REVISIONS 08-15-16 8215 ELEV=8204.73L 32.8' 8215 STA.=0+21.41 3 UPDATED SET 09-08-17 ELEV=8212.75 8210 STRUCTURE-- BOTTOM 8210 STRUCTURERE __/- --=-8.81 '---- -- 8205 --- 1.8�_ E.G. 8205 STA.=0+00.00 STA.=0+54.22 ELEV=8204.62 STA.=0+09.50 ELEV=8202.00 8200 ELEV=8204.64 STA.=0+21.40 8200 MODIFIED ELEV=8203.94 4' PAN. 8195 WALK L44.72' © 5.9% - 8195 8190 8190 Project Number 14.0498 0+50 Date JUNE 1 2015 Drawn By REJ `I 14" - DRIVE PLAN -C 0 0 IUD O.; El , AND PROFILE KNOW W HAT ' S BELOW. CALL BEFORE YOU DIG. -_ CALL 811 2-BUSINESS DAYS IN ADVANCE_ BEFORE YOU DIG, GRADE OR EXCAVATE FOR )likC 33 MARKING OF UNDERGROUND MEMBER UTILITIES MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY MARTIN/MARTIN LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN iia !......! CONSULTING ENGINEERS PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES 1 SCALE: 1 "=10' 225 MAIN STREET, UNITC 101, EDWARDS,COLORADO 81632 Scale as shown PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET MAIN 970.926.6007 MARTINMARTIN.COM