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HomeMy WebLinkAboutVail Village Filing 1 Block 5C Lot ABC Lodge at Vail International Wing 1996 Public Works.pdf � � _�� �� ; i r � / ' • � O i � � O � � � V , , , -,. ' Z �j � � � a � � � , �� ` � °�' � o 0 �� ;� t� _ � � �• ti i� W � � � o� v� 1� � .., i i j � � �� I t '� � � j : ' . �; � � � I � . EXISTING INLET - E11 ;� Q � � ' ,� RIM = 8158.8 (EX ;� tn Z Q j t INV IN = 8154.6 �EX 6" PVC) ���' i� � � � I � �' �� �' �1 INV iN = 8154.50 (PR 24 HANCOR) U n i � � � � m �` INV OUT = 8154.3 (EX 10" PVC) �I Q � ° Q c a�c � `�A � �� oc � � U 5� V va \ ' � c c � � aW pCW O „ � E.W.. � = � Um CONNECT 24 HANCOR Z ° j W � w � � � TO EXISTING INLET ___._V__� Z � � � � � w >°- , ��,�,�� � ,� ��.� ���� Z -°o � � r��o �` ,� ���\ � W Z o ( c� i. I ' ROPOSED iNLET - P12 � I Z ° t N 'a' � ,, P _ �� � �/ g v v� o� f` RIM - 8160.38 ; �� a- � `o 0 ` r?f � INV IN = 8154.80 (24" HANGOR) ---� • Q � ^� � �ti INV OUT = 8154.80 (24 HANCOR) ` � � � � ( �,, _ _ � , 60� � � � � � ^ I =RECONNECT EXISTING \�? � 2 x 3 PRECAST BOX INLET WITH i �"j °.' � �+ SUMP DRAIN FROM �9 g y� `� _��---------_, D&L I-3386 GRATE. GRADE SUMP � ; W � o ; ; �� '9 � AT 3�. SEE DETAIL D, SHEET C3.1. ( � � = m � � ' ���'D � I V � - X, � � ---_.__i� !, � ; N � - = . » > b `�. � 1'``---__ ' ( � , ' � � � 3 SCALE. 1 = 1 � - � � '� a� __ % \�\ \ � '; ! i � J Z � ' m -� .--- � I � i � d�� ' d'�6, --�/ ' i , �� ', c J ' ca � � � � i W F- -� �o l 1,. � 8j� � � j C► V O \ b� ', -� c � � � . � ; � j •a 0� c / \ �- o _`` �_� � U Q tA � �� i � � i , --- �� i �'' � ` _."_ `� \. � '�.,1 � C� I �E A� / tO �� / �`---�._,_ \ / i yY� F�C I/� �---__ �- � i �- ----__ ��-., E -�' i �: �., '-----_ ______,_ _� � �`'-���wLIN� � I � LEGEND . � � �-_ �, �"`--_''- / j w --------_____ ____ -F�- -� �--�- T H E L 0 D G E H 0 T E L .,,f� PROPOSED HANCOR Hi-Q 10.8 PIPE w ' WITH DIREC110N OF FLOW `\ I I �28� , `�' PR� POSED tNLET - P13 I i ��, ,.�`� � � ''� w 24 yq �_ RI = 8162.88 ' j � o Q p PROPOSED INLETS \� �CpR INV N = 8155.44 (24" HANCOR) � _y__ _�_-___..------_�_.__ C ______ � -�` � O � INV UT = 8155.44 (24" HANCOR) �.___ c _ SD \ � - -------___--_.__, ; � L�� 9 � �_� p�s_ PROPOSED AREA INLET TAG `;f e �-_ __ _�`'� ° 3� x 4 PRECAST BOX INLET WITH (SEE SUMMARY TABLE) TW D I-3446 GRATES. GRADE SUMP / � �''ar � ~���`'� AT �. EE DETAIL D, SHEET C3.1. � PROPOSED MANHOLE � � , \' �� V o - � � ��_ --- -- ,\ -� Z �. / ;, , � \ / PROPOSED SUMP AT INLET .F � � (SEE DETAIL C, SHEET C3.1) e \ I � � � ' � ` --__ \ � ' > i ,, � _-�.- ---�_ � ! �-- J ________ � ` � � o -�___ 'S-l��� \. , I � Q � �J� `` , � .�.::�1 � Z y ��. , W o �ti �, ,, J �~ i v O ' � - V i ► C� . , _ � �____._� �' J / t_ � ¢ ---- � � ------� __---------- , J Z � � f w � NOTE: SIZE OF PROPOSED STORM SEWER � J i W L�DGE SOUTH ! Z IS SUBJECT TO CHANGE BASED ON � �+ ' ' (,.� i � C O O R D I N A T I O N W I T H T H T O W N O F V A I L. �' ' : r � 'I � � ��� ---- � � r-----_._�� Z = � � � �� � o �� ' _ ,� � - !o ; �; o i � l o ,,,_ , � �o$ � : iSSUtL FOk .�---- � � i ; No. DATE COMMENT � j ,� � ' -- / � � _ , ; ---`- _, � : � � � � - - i `� ; , ; , ��� l �, j i -- - � + ; � -n / i _., � _ o f , , - �- GENERAI NOTES .. \ lz ' ' �� _ � i 1. it is the Contractor's responsibility to field locate oll utilities, > Z � ' irriqation lines, eiectrical lines, light poles, etc. on site prior � to construction. ' � � \ i - 2. The Co�troctor is warned thot conflicts with existing utility services I I mqy exist. Prior to beginning any construction, the Contractor sholl ` ` `\ E L i , contact all appropripte utiiity companies for line locations. He shail ' �-����. ... EC• ?�RA��. � then locate all utiiities {including depth). Any conflicts with the proposed construction shotl be brought to the attention of the Engineer � i so thot minor tine or grode changes con be made to eliminote any � } � ' , � conflicts with these existing utilities. Ali existing utilities shalt I ' -- be protected from damage by #he Contractor at no expense to the oW�er PROPOSED INLET - P14 \ � \ � { � 3. Contractor shall obtain at his expense all permits and inspections \ / / �_ J-J --- � � which ore necessory to perform the proposed workR I M = 8 1 6 3.8 8 \�, , ' 4. A I I c o n s t r u c t i o n s h a l l c o n f o r m t o m u n i c i p a t o r d i s t r i c t s t a n d a r d s a n dI N V IN � 8155.92 �24" HANCOR) � _ � b I ( specificotions ond be subject to construction observation by their (NV OUT 8155.92 (24 HANCOR� ; h'' ' F'�A N representotives. Copies of municipai ond district standards must b� f ! obtained by the Controctor. ; 5. Contractor shall not scale drawings for construction purposes. Any � / I missing dimensions or discrepencies in plans, field staking, or 2' x 3' PRECA T BOX INLET WITH ~ -' � � ' ALPI N E physicol features sholl be brought to the attention of the Engineer. If - -- D&L I-3386 GRA . GRADE SUMP �% ; �; -- - Controctor proceeds with the worlc without notifying the Engineer, he does so at h�s own risk. AT 3%. SEE DETAIL D, SHEET C3.1. �% j i _ � � 6. Observations of the work in progress and on site visits are not to be �` o constr�ed as a guorontee or warranty by the Engineer of the \ � - - � � Contractor s contractual responsibilities. �� � � �� ,� � ENGINEERING INC. a 7. The Owrter will provide certain construction stoking. The Contractar is � Q advised that this may not be alI of the stakes he will need. Additional / EewnR�s eu iNess c N R . F o. eox s� staking will be at the Controctor's expense. / EDwAr�os, ca.�an�o a�s32 � 8. Safety is the responsibitity of the Contractor. The Engineer is not � /� • 9?O 926-3373 FAx 926-3390 • �' responsible for safety in, on, or about the project site, nor for � �- yY N complionce by the appropriate porty with any regulations reloting / ECEC M � E�-E. PF;�. �-. hereto. /-�/vNO � D RAI NAG E �;-} 9. The Contractor shall provide all lights, signs, barricades, flagmen, or 1 � a other devices necessary to provide for public safety in accordance with �I' � iD the current Manual o� Uniform Traffic Control Devices or as required by ' P LA N ~ the Town of Vail. ° 10. Final grading shown is the �nished grade. � �j, � 11. Controctor is to provide dewatering for groundwater encountered during \ � excavation and trenching as required. t \� II 12. Contractor is to provide subdrains behind all retaining walls and AS i ! � planter walls, per soils engineer's recommendation, or per civil building subdrain pian. � � 13. The General Controctor is to keep o copy of the constructio� activity 9 PROJEGT No. I GATE c,.`'-'� p�an at the site at a�� times. � 94889.� 9/3/96 � 14. Refer to Iandscape plans for all site hqrdscape surfaces. \�� � ��ip �-+ \. � DRAWN BY CHECKED BY o �� � � ps J E GP � ° � SHEE? No -' �'1 P ___-�---__ 3 _' ;J ��qR�S �`_ -'.,_-- ____ --- _- -- - ! _ � � • � �, �� O _._.,_______._ __ � , F - � -- E -- � ---------- � -- --- E � -- - - >c.A�E AS SHOWN � E � � � Q � ,- � � i s _ r r � � � e m • W r r 1 � �� ��. � V � � � � i �. ► b � . . Z � ��,�.:� _ �,�:Y : � �, :� �. � � � �. .t:.;.� .,�, � � � �co - u,, � o� v� � . I I i -, I �N � = Q' O O NOTE. EXISTING INLET TO REMAIN. � � I � '� � 1 W � � w o� CONTACT ENGINEER IF ANY � I � � , � ¢ � .� STORM DRAIN IS FOUND IN THIS p��_ -! 1 { _ � � � A . YM � � i C.� .� w P�7- � - '° --S v�i n / � � � N j � � Z � � � / � r ` ' � « �» � j Q g °' m m 4 ATRIUM DRAINS PVC { o � m � m , (SEE DETAIL) ,� � TOWN OF VAIL N t� acac CC �' U `mV � c _ w. _ _;_ ._ FOUNDER' S SQUARE ° = W � W THE LODGE HOTEL . - . � � _ � `' � o U m V � ' PI7- -� \ � Z eV W O J PR POSED INLET - PI3 -�., Ri = g�sa.ss „ y ; _� t ; � � , _ _ _ _ � SCALE: 1 " = 1 �' ; � ; � r W �. INV N = 8155.44 (24 HANCOR) CONNECT 4 PVC PLANTER ; , � � _ � C7 ti � INV UT = 8155.44 (24" HANCOR) DRAIN TO 8" PVC DRAIN. � - � � -- \ \ '� ' (�,� ? $ � � � � = Z p , � Oy \ , ; _ p�7_ \� \ � z o cc o� ° 3 x 4 P R E C A S T 8 0 X I N L E T W 1 T H � � `� � ;, _ g V � � I � . ... � D 1-3446 GRATES. GRADE SUMP � --�- - - - - � - _ � � � � -� �\ \ � � �� � ; P17 10 � �- o 0 AT EE DETAIL D, SHEET C3.1. '� � _.___ � � t N ET SUMMARY � PI�- � \ _ _ ' > o�i v> SEE AREA I L �\ "' d � � '� : �� � '`' = oC I ---._._ �. __._.}.__ .. ;. ' ON THIS SHEET FOR SIZE AND � , � ` `� ELEVAl10NS OF AREA DRAINS �---;--{-- : � � � � I �ONNEC7 4" PVC WALL � = o��+ ` \'� � DRAIN TO 8" P�C DRAIN. � �1lC-i .� W _ o 1 � INV = 72.6 - � � _. ; , ---- , � S °Q � c �, � , __ ._ . . V � _ - � , _ P�.�- � : � ,, = N � � , ��- = d a: o� 3 �� 4" ATRIUM DRAINS � { � �- - .-y! ��. \ \ �, ? LEGEN D ` � �-,� (SEE DETAIL) " pw ' `�, ' ; � .� a ,y�J ` I � �._-�.... �. � $ PROPOSED HANCOR Hi-Q 10.8 PIPE � Q 'o Y� \ - pC �' � $ �p�/C � , _ , � ± �- 1MTH DIRECTION OF FLOW W � � � �`-�. �.._.,__.._.__ __ � � � J C � C � � o � � PROPOSED {NI.ETS � > a �.. o __ __ _ _ _ . _ _ _ _ . . . i �I �� r� , _ . . . . . . .. . . . . .. - . . .. . . . . . � . . . . . r � � Y• � �° -� ° P16- PROPOSED AREA INLET TAG _ (SEE SUMMARY TABLE) sEp.� i CLEAN OUT IN V = 8159.30 ' SEE SHEET 2.1 _ � PROPOSED MANHOLE � � INV - 8173.1 � r'� �' PROPOSED SUMP AT INLET E � ,1 (SEE DETAtL C, SHEET C3.1) POSED STORM SEWER � i AN GE 8 ASED ON �� � TH E TOWN OF VAI L. �' i � � PROPOSED ' -----� Z ,..-- -� ; , i N TE R N A TI 0 N A L ; � ; o G � � �� � WIN o � � � ,.00� M�N V � o , s Pvc o � J �: � - � � (, k � � / � / , � � _ _ / � � - - , � TH E L 0 D G E H 0 TE L , � � ,. ,����� x,:�,��z � X ,� ,x, 1 �-- J 0 � � �--�., ��--_ � .,--� � � �X � � ` � � %� PROPOSED AREA INLET SUMMARY �� � Q � \ 1 � I l � IN,�I Fj TypE �ggJ.E RiM ELEV INVERT ELEV � / � '-----_�' � � PI6-1 Agri Drain 14" x 14" 8t63.50 $159.6fl x O Pi6-2 Agri Drain 14" x 14" 8163.50 8159.40 J o PROPOSED PIPE UNDER BUILDING ON E VAi L PLACE ( P16-3 Aqri Droin ,4°• x 7a" 8163.90 s�5s.2o 1 � � O � Pf6-4 Agn Drain 14" x 14" 8163.30 8159.2Q ,.... r- WITH TIES TO SUBDRAIN. SEE � � Pi6-5 r X 2 �ECASr Box D & L I-2819 a�s�.so s�5�.ao �� s V ._�. ._.: .::. ..._:.. ,.�. __. � � SHEET C2.1 FOR SUBDRAIN PLAN. CON D OM I N I .�,��.,.,..�.., c� J ` �� PI6-6 Agri Drain 14" x 14" 8163.80 8159.OQ � . I ! �\ P16-8 Aqri DraPRECAST BOX D4�x 1,4"2819 8163.90 8159.00 / � J °��-- �.. E�E I j � ,� C T ' P16-9 Agn Droin 14" x 14" 8163 50 8159.30 � � �`` '�i. 1 � �� .. � � � � �_-�_°� RA N . ..r:.� s. � � ' > � � ,�.,,YS j �- ��.. _ _ �� DELETED .. � . DELETED�/ Z � 9 _ i { �DELETED ' ' � - / � � PROPERTY LINE � P��-3 Agri Droin �4° X ,4• 8,��.,0 8,i3 44 �� PROPQSED INLET PI4 ; P��-4 r x z� PRECAST BOX D & L I-2819 $,��.za s»2.00 •� � C PI7-5 2URN Z-415 TYPE "8' 8177.05 8173.60 ' W � �� ""^� � PI7-6 ZURN Z-415 TYPE "8" 8177 05 8173.70 RIM = 8163.88 _ n � � �..�: -____r / INV !N 8155,92 (24 HANCOR) � � . �. s 89• . . , � � W .:.,... x V .*, �4 ' a PI7-7 ZURN Z-415 TYPE "8' 8177.10 8173.85 , INV OUT 8155.92 (24" HANCOR� ) �o" � .._ _ _ - __. � , P��-a 2� x 2' PRECAST BOX D dc L I-2819 $»e.s5 s,�4.2s ` "•-�.�,.,a Vl/ P17-9 Agr+ Orain 14' x 14 81�7.20 8174.75 �} � , .. ; � 49p 63�'""^°w».,., , PI7-10 Trench Orain Neenah R4990 8174J0 8172.70 ,.:...... , , , . � . , , . ,.:...-.,. i � , \ " � __. .�._ - : . __.t. _ __. ._ . .}....___. __.--. ___ _ . _ _ -- - ; 2' x 3' PRECA T 80X INLET WITH �" � •�-^.�.��� _.__.�...___ ____�...__ ____..._�.___.. _ , , . � .w._ .. _:._ '._ Y ; � �\_���x���� � , ; � . � DdcL I-3386 GRA . GRADE SUMP ` ----�-- � � _ PI�- ' ' ,�.�aa , � � � AT 3�. SEE DETAIL D, SHEET C3.1. / - -_ _. .�....____ .,�. _ � ..�.��_ , ,, ; - � 6� _ _: ._8.*�..�� _ , __,. � 1 � ' � � � O 1.00� � �, . � � � _ � __ ` �� __ . _. . _ _. __. _.. ... .� . �''°' ..,::.:,.�, �. ,,,.., _. . . _ _. .. , . ,, � SEE �4REA INL T S, MMARY � _ . _ ..:.. �-_.�. , . , �.., � ; `�\ O�N TH1S. SiHEET FOR ..Sl�. .�t , i __..... �`.`°,.,.. w.,.q d.,�. � _ RAI(US �' P16 �,\ yY .�� ;ELEV�ATIONS 0� AREA p � ; � , _. _ . ___._: . _ � P#6- . t8- �. E. ,� ' �i E T�� PEO, T `., ;. ' ; . _. � �....�ww,.�...,.�y �ssuEO FoR: C. M ,. ; ; _ __ _ ANF-I p '�,..� �_�,fiir.. .._ ., ` _ _ .__ A; ,. No. aarE CQMMENT _�.�_, �_ �- � � ~�--.�.. . : 8„ ..�,,9�„ . � � � E � - ` �� � �.�o� / � , � � :_: ..� ,. , PI6 . °.- . _ _ : . ._ __ , � � � . � ; � ` � ` � ,/ ; ,, : ,: , ?j�4 CH I LLERS MECHAN I CAL , ` 1� '"�_ ",�"', ' . . , / � , . . _ ` � ,y � ; � � r , �:� ��:. �.�.:.� y� :. � . �Y;::: 9 P16� . TT , -�---�----;---- , \ yC'� _. . ` / I' � ` � / / /, _- > ---- � � t_ ._.. _ � � f � ; � O � .,-'`` �� � :.� ` � �`s0$ J'____ _---' �' _ ,. � ' P l_,.� - ` � \ GENERAL NOTES �P GUqR �---_ / �...- ~�"�� - - 3 '-12" PV EXISTING TRENC DRAIN .- EI8 K ' 0 DS _`� _- ` ��� � (TO REMAIN) _„ �. �t ig the Contractor's responsibilit�y t p field !acote ail utiPties, �G , ; � � 1� oo� ; ;, irri ation lincs, electrical tines, Ii ht oles, etc. on site rior � O �� , `r _; \ �-' to construction. E E E E E E E - "" -" "�'`- ��- E , � � � E RIM 8165.� �EX� � ' � � � �.... 2. 7ne Contractor is warned tnat conflicts with existing ut��ity services - - - " - ' � r - �: may exist. Prior to be innin an construction, the Contractor shalt E�EC E _ _ _. __ ABAN ON EXIS �_: ; �;x. e 9 y ; • � �-r�'�� �--�-- -' � \ � � ('� cont ct atl appropriote tility companie for ne ocat+ons. He s aIi �. F ' �L - - - - - � then locate all utilities (including depth). Any confNcts with the ANH E - / __ - ��..�-y- . 18 C LVERTS � 18 H NCOR , , � � " '�� _ � U S �� � h 1 - _ _ _ , � � _. , � � 1 o.00�r � proposed construction sholl be brought to the ottention of the Eng ,eer � "" �d '' so that mrnor line or grade chonqes can be mode to eliminate anyr (� �� , , � `�' �A O " � . - - � �---" �� ° conflicts with these existing utilities. Ai� existing utilities shali ; ; .. � � ' ��,�- - be protected from damage by the Contractor at no expense to the �wner. - - - � �! � • \ -_ 3. Controctor shail obtoin at his expense all permits and inspections _ '�____ _.____ 45 BEND ��^`� � -- ------ INV = 8156.36 p _�4" Hq pR � 0.50 ` PROPOSED INLET - P15 which a�e necessary to p,rform the pr posed Wo� --______ !�,^ • \ �� � 4 sp c ficot o s�a d be sub ect to onstru tion obserwtson by r hei�n� � -- R I M - 8 1 6 5.�� P P P hEY P' / � \ �_`' �- re resentot�ves. Co ies of munici al and district standards must be � / ''''` INV OUT 8159.64 (18" HANCOR} obtained by the Contractor. , __ � • ` __ t 5 m ssingt dimensionst or d sc�repen cesf�n p anst`fiei'dns ak ng�eor Any _ � f _.___ _ _ _ . ; ANDON T - . � � physical features shali be brought to the attention of the Engineer. if �L N� , •- � s with the work without notifying the Engineer, he - ___ _ ,_...._ _ ,-.._ _ �__ __ _.__ _ � ;" TEND P P���` D�. I 3 GRATE PROVIDE doesr so�ot Ph'sCOwn .,Sk. � __---,__ _ ____._ � 2 x 3 PRECAST BOX IN _. __. __�._ _._.._ . - ,4N � � '� \ TO MANH ---.-__ -3 86 � 6. Observations of the work in progress and on site visits are not to be : � - PROPERTY L1NE � MINIMUM 1 SUMP. , 9 - _ -'�� PR�P� /�1 � - PMH1 � construed as a uarantee or warranty by the Engineer of the � -_�= '��� _ _� � _. _ _ �. T _ NG i ...;. __._.__ . _.__ 8170 __.- - -......_ _ _ _ - , :, _.. � ._.______. ._ __---___- -- --..._ �`��. . '' � Controctor s contractuQl responsibilities �� � '� �- _ _ _ -- - `- ;' = • �. �C7CT:Ty 1�-----____ dvi ed thatilltt�is may notabe a�llnofr the�stakes'e wile eedtr Add tional � ��� 9 _ _ _ ,��0 � ENGINEERI k � E W Q _. . .:. �� _ , _.._._�..... G� I� _._.__ ._._._�..__ ...._ __. __. .. . . ARD BU t ES C P.O BOX ' C`'. . _..__. . � 8 , t -- _ _ -r � `��•v ��� ~ '''�- _`` ' . fetygisWthe eespons biCtytofC#heSControctor The Engineer is no .p e�o 928 33�3 �• F�x s2s�3390 • I N�'iN 81 � A ) Sc _ _, _� _ Sa _ ___ _ � . _._ _______.. _ _ _ 5 � _= 815 R 18 H )____1$ . _ . .__ ��[- ___ _ _... he o t site nor for � - " }7 '. : /.� ''� O YG � complia nce by the app op�ote partyUwith any egulations relating � -ti -- - - - (NV 1N = 8156.90 PR 18 HANCOR q IOR -�-``- _ ..__ _____ _ _ ._ ___ � �„�..--_-� �_RIF Ti ---�---.__ �, � ,__ ._.. __ ___.. _ _ 1�-t�. P ON AN ,_. ELEV TIO R he�et . � - � � }�1��--�'- -���;�'- ��'Zp �/�', �N� �'` 9. The Contracto� sholl provide aif lights, si9ns, barncades, flagme . or A E a - � --�- "� a ����/� ------____ other devices necessary to provide for public sofety in accordance w�th DRAi N .�•�'�._:. :� :_- �- ��____��___--�0 -f�t�i�t3iR N � • " --��^�f �-� } (N V �U T = 8�56.86=_ f%�.xa++.i 8�7 I on Uniform Traffic Control Devices or as r q ired f a . _ .___.._____. __.._ _____. ____. . _. __....- - �_.... _. _ - o ._.___._.___.__ _ �..--�' �-- r � � _�„�„_ 5 the Town nofMVa l N _ PLA � -- �._..--'"``� �60 .�2 �E l'_-_. - _ .: _ . �:- - - - ; \ 10. Final grading shown is the finished grade. e u � �" � ��� � d t te ed duri g _. _ __. - �-- ' 11 g un wa er encoun �"l -- .. _ �� � � CONCRE PAN - - ` � . _ _ _ _ � � Co�tractor is to rovide dewatering or ro r n _._ . ._.. /� ' P � ._---�__.___._-,__. ._ __._�_ \ ���� excavation and trenching as required � lt �.-- � „� 12. Contractor is to provide subdrains behind ail retaining walis and , a� ___._.._ __ �--- � \ ra� planter walls, per soiis engineer's recommendation, or per civil _.... _____._ __. ._ ' cn . .____. f c � - , � ---------'"'f �- "�'"� building subdrain plan. '. 'R � - - �- �--' �� „� 13. The General Contractor is to keep a copy of the construction activlty PROJECT No. DATE _. ._ - g .ar���,� ""_� �`, , � _: :...._.�...,____ _-- - ' � -------"` ..:s�§ plan at the site at all times. � - '�"'` ` `,. , ' /"l� - _�_ _�_ ------- � � �.a `�"� 14. Refer to landscape pians fo� all site hardscape surfaces. � �, �/ , _ -- - . _...___ .;�---- o�9w8e9 � cHE g D BY a .1�,� ., � .�, - ,- -_ - :__ _�.,_. ,�e H '"� '. �,.,�-_ '.: - ,.,.:..._..-._- ..__..- -------- �• � � � .:� � PERMISSION MUST _Q.E___ ---� � ,� �"' �� � JE GP ° `�� �'�. __��_._,.�._______�_. ___ .... ___..__ _ BTATNED�O GRADE OFF � �� �� ���o �:,._.,_ � +',.�z�* \ SH E E T N o. � \ � OF THE LODGE P ,� , ,� � _ C 1 2 J ��:dr� �..\ �... s .._-._. __......_.. .-.=':.,.,...�...-. ,� � � ....,. ._. .. . ._...__.__ �. J'���_�,.- \ ¢ � � -...__ ._.... . . __ _. ..__.- � �� . \ • > ,� �, \ �"� � -- ,,;,,..�' b� \. � �� sr_A�E: AS SHOWN � � �. .,- � '� ..��` � � ?� ci. � tJ7 O . � / U � _ _ r : '''--.�., �� �e'g�, �- r "_"'�,-.�.. +' � ��"�-� �I ' �r. rw::�ar wrk aMS :.e..� Q • i I i � ;� � � � W � � � � e \ ��r, � �s �� � r Q� � �J� � � i �� � � � � � � � n � �� . � v+ o 0 � � � ; � � .�� ,� ,..� � �,. ,� � �� a. ,� � �: .:�: ;,� �: :�. . ,�. N .. V'� _ ... 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'�`----".`_-. ;; �: _. _ ._ , _ �� � W ? $ M �° ? � � � � Z o c� r• i�_ . . ._. .. . . ��. � ,� ! � +. � Z o ro o> : \� '`-�"� � N � 1 -`-' ---_._ ..,�� .�._.}._. � � �\ � � �- -� � � Cf Cf �� � _______ /� �, �� �,, �, � � � � � � � � � � �/ ��, �\ � � � � \ � � ` • � � ^ o _� � 1 t � � -� \ � \ \ \ \ \ \ � ,� v� v� � \ Arlber9 _ � �` � ,� �� I � � � � \ \ \ \ \ i \ \ � � _ � � �...._ �� � Restaurant � , � � i � � � • � � ^, ��- � � Town of Ua � � � �, ^--�� ..1_._ ._l.._....��._._...._�-. .. ._ y\ \\ �' � � _ _���._ �� �� � Founder's Square t1,� � o � � i � __ _ _ s 2 m � � r� - - - � �;.__+ � , � � �U � � w �; , ". - _ . ' ., � � Q oa "' �, .__ �.__ � __ __ � m r---� 1 � � c ; � ''�—�__'~-__ � �V� —so— — # ( � J Z . _._ __. __. ��_"�-•-._____� Existinq A halt ,' C+ EC+ $ " T 4 � c Q � - 'S Q P°rking L,�O �� I �� �' � � � g e � � � e I M� T BDRAIN � 'c = c� 1`---Y__ S�1D aQ ` w F- - ` � � . U � � � � c � ° ; VERIFY LOCATION OF EXISTING SUBDRAlN ` � Q � o ��±� 1 � AND NOTiFY ENGINEER � ITS LOCATION. � � �� � � � � � � •�• � •.� � �. � � U � � � ; MAINTAIN INTEGRiTY OF EX. SUBDRAIN v ,� SYSTEM IF FOUND. � ., sE A� � �� . �.� , � , � � io -o� , . . , , , —__ ' j � �__--,._� s V��.3 � ,�, c 99'-0'> W C99 -0 ) ❑ � s ;,4 -:�•� <99'-0') C99`-0') ' � � ' �-- -- � � � . � � o i 10 0' �=�.O C 99'-8' G+ � (99,�p. � � Cr � � f;. L_ �� � � t.___ S 0 U TH 1�'_S• O� ��p� ��DOPTING = -- - -- -� EDGE aF v vtr ` . SLAB rS�EP G �;�*�' INVi99.8 CN,? � � ,� FOOT�� � � �� I _ -'I a���� � � �,_- �95'-G') '9,. u'� � i I . � � � ����.� �� �--�-� ; _ . _,,._. . _ � --� � ; � � ' �--FOOTING � � � VERiFI( LOCATION OF EXISTtNG SU�RAIN � i �� NVV�99.8 CS � i j � sre� • ' . � AND NO11FY ENGINEER OF ITS LOCATION. i / FpOTING 02 _9, � (99'-0'> �V�7.8 tw �V�,•, �, SYSTEMNF FOUND. � EX. SUBDRAIN � �f STEF � � � � �— � � ; i r �100'-0' � � "— r.—_, � ' ; = C102'- ' __—�__. - ^ ��� j1 /� � / � OOTIN ���, o �� � � —� J+ f NOTE: DO NOT USE THIS Ioo'- - TEP ' 99�-0• � � � SO�PING � `9g�-°' 4" PIPE BETWEEN EXtST1NG � � �- SUBDRAIN PLAN F�R ANY I �: � � '�' � ��' � � �"' � '� � � � aND PROPOSED wALLS. � � / INFORMATION RELATED T� � � � 4�-°�'- � _ SEE ARCMITECTURAL �-- �.,� � a THE STORM SEWER SYSTEM. _ . _.� , — . — . — . � � , � — , — , — ,�_ , — , — , � , _, � . � DETAIL. SHEETD2.2 0 � Q Q o 0 ����� �� �� \ � STORM SEWER IS SUBJECT NV�97.6 CS I v . � � INVERTS SHOWN ON DRAIN BETWEEN �-�.r � �.,��.,. �.�.,.,...�..�.. �: � TO CHANGE. SEE SHEETS � � WALLS ARE APPROXIMATE. LAY PiPE t � � �. �.. ��.��n . - C� .� AND C1 .2. o ���'4 �+ AT A MINIMUM OF 1.00?i SLOPE. W ,,_ .. , o � � � ; M _ � �o� _�. � C.7 0 . - CORE DRILL WEEP MOLE � `�---- i �� V F �'�. . IN EXISTING FOUNDATION. I Q --`�"',`,_ .. SEE DETAJL L. SHEET C3.1. _ 8» P� _.1 "� NOTIFY ENGINEER WHEN FOOTTNG Q `� �� E��C. EXiST1NG FOOI�NG IS I NV�17.5 tE+W STEP Q �e�". ,� rRa� EXPOSED TO DETERMINE 99--0 � > _ � � <g6�.' � ' ne Vail F' lace ��v � � \ 4` ���x�' S' EXACT WEEP ELEVATION. (�� i"t- . � "^�. .,� Exist. . . � � �''_ , . . -�' . . . --.,�-. , — -- � —� � '� :� � , \ _ � � _ — � —. — — — — — --- �- _ ��, �;n d o m i n i u m s W � �; \ � ToP o� VERTICAL DROP CONNECTION (TYP'� � '� � <96'-0') �OaTING \ ( � STEP SEE pETAtL M. SHEET C3.1. 'I� _ -�' \ � . . „�,�,,,.....,.,.."„�.5.._89•4�,� __ _ _ - � � \ 49ar,.`""'�'.Mw ��3! c96'-Q'> + c96'-0') � � Nv=1�.� � � �.� ' _ � w � � r � 3 ; ' I � � � � � . � � '�.. i.� cy�.�•�.�. ; �"..,.. , . . +!!!�'-� �� �. �,' �-- '� �� y.�.� ; , � � � � � �,e ' , . ------ . __ . ; ...,. , , : , � ; . - - --- , . •:. , I \ -<4 _ r_ ..l. __ .t_. _�.:�__ , � ' � . _ _� � „ � VERIFY NEED FOR THiS �```�-. i ' ' I � � � �� S C A L E• 1 = 1 � \ h Loodinq Dock � ; , , � � s�.Ae �RwN w�TM sa�s � : ' � ; ` � � , , , : , � . _ \\\ �^ ENqNEER. , ;�o'- _� ` ' ; ( �- � \ . . . ' . } w . . � - . i � � . \\ - }_- -----t ' _ � � _ ' ' ------,- _. . . � . . . , ,. \\ ? i � \ �� � i :.���.�.. �. Y . � ., � . � � i \ « � . '�E�E� TE�E. pEp T ' �_. _..1 . � __ _; � _ '` �� � ISSUE� FOR• N .�. MA H� , , '_____�-____ -.�.,�.,.� � f _ No. DATE con��E►�T ,:. � � �� � � . �--- ` ' ' ;. ' � .�6.�� _ A . _* _ _ � - -- __ �''1`-�--s_,,,.. M y � i � �' �� . � ' 1 `; . �'" � \ , �. � , _.. , �,- � � a ; ,' NY�94.5 CE+W �"..` R-�� �"� �, _ : _ ;--.��_ . � � , -�-----, ..� CH I LLERS MECHAN I CAL / i '� w_ ~ �� �IVNECT S�UBDRAIN 7�� � � �: � � � � TO STORM SEVa£R �._.: .,�. ,_� �,.. u.._ ., , ,�: .� :..., ,.., _ � ... .. . , .. _. .._ _ _ ; ' '� AT PROPOSED ihlLET �� T T ` � .: / / � ' ing Aspholc Favemert `r � / � LE GEN D �- -- -- � / � � , , ' ! � --- �.` � �, -, � � � � , � �• �►►� �•• 8" PERFORATED SDR 35 PViC P \�, ` � —' -`� �,_. � � � � , � �� -- , � �-- _ / � f M FOUNOATION DR,41N. « GUqRpS ' �-- -- `- ,--- ..--- �''-- � � Q � � / � � -_ , _�.._ , - 4' PERFORATEO SDR 35 PViC � � E � '`�_ -- - "` � �_._----'" ' ��"`� � ``�'`� � � µ�_ '� � E E ��, E E E E � E E SLAB DRA{N. E�'EC' MA N F-���E �xi s ti n g A s p h e�t P o v e m e n t �- E 8-1 2" S O L 1 Q S D R 3 5 P V C D R A I N :� �� c�uP � � � w . PIPE (S1ZE AS NOTED-MIN. 8") � �� � . _ /I �. --- � �, �--- �° 1 ' ,, QuT � � ,.....__ �, �.4' ` i SUBDRAlN INVERT ELEVATI�d � ~'` r� � ' .-�...� � � � � � --- -'-' � , � ` , v J �� (ARCHITECTURAI. DATUM) � ��._ . �.. '}- � `' � � .. Q. � Existing Asphelt`Pavement _,,.._..-� KEY PL, N �, CLAY DAM (SEE DETAIL N ` � — �' ` -- — ----- — -_._._,. � � � _�� � �:o SH EET C3.1) \� i ` -- � � � ' � �--- -` \ \� �i � _ _ _ _ - . I ,� I '� \ � �: _/_..4 L.. 1 N_ ..� � — ._.._ ____ ____ ____ — — � � / � ' s r �~\ � .� ,�c \ `� _ _ o ` �" ' �-——1My���RAtN � �,,� '� � � � l } ' �-�'� MV pUT:8g1678• �� �� =�==m=Y� � � . � � ,,.,-� � � � ,,,—�� �'` �— � = -- .,.� �"` E N G t N E E R I N G I�!�. ,;� � \ �� _ � � �- _.' .� _ __ �y„�� / ,/ '' �� / � S'I7O �"'�� `` � TO HMi1�1 €PWARD iMU S OL O� 19�280X 97 .-! --' / '' `'""-- � � ,n� SL �� e� "' 870 928-3373 • �'AX 926-339� • ~ GENERAL NOTES -- � �-- � ____ ____ .____ � _._. � „�--`- � ,.- , ____ � ____ ," ____. � ._ ____ � ___._ ____. — — ____ --- ____ — ----- -' �� / ' / �'- -'` ---- -__. �� m \ ____ __--' �7� .� ____ � ._ — ---- --- ---- -- --� `' `-- �.- - -- -- --� - - - - -- - -- - - I ,- � ` _ .� _ _ _ _ _ � -- -- -. BUILDING � 1. QO NOT USE 1}i{S PL�W FOF� ANY STRUCTURAL INFORMATION. ens �, � �-�" I � � T _ — — -- --- -- -- ---_ � '�� ��- -- - SU B DRAI N U; 2. ALI. SUB�RAIN PIPE tS TO BE SDR 35 PVC. ALL SU@DRAIN -- — � .� .! � ____ �---�� ` ____ ____ .`- -- — -` ' `— � � � IS TO BE L.AIQ ON A MINIMUM OF i.00R SLOPE. NOTIFY �` � — � � �/ J � — 1 �~ ~ ±'1 � � � _._-- --" � � � 0 1--------si�s � � ENpNEER �' ANY GRADE ADJUSTI�IEN P I � �"" — -'- -- � — -'�� P LA N `� TS R OR TO CHANGES. � � � , l ��- _-----'� � �� i �---- � J..— � _._ ___._ — r� \ � � �--J_ � �-- -�" � „e��tl'� PROJECT No. QATE �� � 3. SPEqAL TREATMENT IS PROVfDED TO THE SUBDRAIN SYSTEM � a j '�'r ''a�'-: � � �-- ---' �,:�' t .�:.� - — — � — � �. — — --- — — — --- -- _._- — -" ,.��`° 94889.00 9/9/9b �� � WHERE fT PASSES A80VE OR BELOW UT1UTY CROSSlNGS, " � �-� f � � � � ESPECIALLY WHERE THE UTILIIIES ARE BEDDED IN GRAVEL AND �` '� �" "���� �. � „� � >-� — � " — " �` ~ ' ____- .,� �, QUKELY TO CARRY GROUNDWAIER. SEE DETAiI K, SHEET C3.1. ''� �``� � � ��� _ � ��_ � ____ ____ _ ____ _-_--- -- �` ���,,,,,,�'•' '"�" ���� DRAWN BY CHECKED BY ; � 4. SEE SHEET C3.1 F�2 SUBDRAiN DETAtIS. �'� \ ! � .� �„�,'�`� !� GP .f � �r��-:;�;�: �! Q,,+�;'�`~ 'd �.� , ._ ---- _____ .---- — ---- ��:,� '/�' f \ \ �' %-- -----. �_____ ---- --- ____ — — ..._ --- — �� nr '#� SHEET No. a ' 5. THIS SUBDRAIN PLAN SHOULD BE REVIEWED AND APPROVED � � �� �� �,,/� � � `PO .�� �"`"�' ^� , � BY A t�JAUf1ED SC�LS ENGINEER PRIOR TO CONSTRUCTIQN. o � \ � _-.�-=-- -- -____ � .� _ _ _ — -- — -- -- : �,,�� .L . 1 � � � — � �' �e,r /s Y �� �' � � "�` �� scA�E� AS SHC?WN � 0 � � � _ , -:�� � �s:�< r r • �y p W G'� � � � � � z =� ° � � �; n �_ (,61 � � � `` � � _ �' o 0 ��� �� • . `� � f-- � o o� c� `` rtdv 4' � 3: � v ` 4' � 3� _ � LL,1 ¢ � l _ PARKING �OT GRADE _ �— PARKING LOT GRADE � � ¢ LJ.. � � � TRENCH BACKFILL — \ /\� NOTES � O Q N � � //��/'> Q p , a ,Q �� \ 1 MANHOLE RING AND COVER � 'r (� � � � p) S QUARE INLET FRAME & GRATE '�C� Q � ° ' ' , A ' ' � � �f`� • z D & L A- 1005 OR EQUIV D&L MODEL #I - 2819 OR EQUIV r�� � � � . . � �\� � � � CLaSS 6 � . '� 2 RING & COVER GRADE ADJUSTMENT- 2 � � ~ � R o A D B A S E � , ' _ p o - R , PRECAST RINGS MAXIMUM OF g � , y o � } y j 6-2" THICK GRADE RINGS ��' 3 PLAN VIEW OF INLET � � C^1 a C J C �/ � Q .�. �`� p �\ B E D D I N G ' � � v U �Q l Q 1 � o � ' - �j� zoNE 3 PRECAST ECCENTRIC CONE ' -�- � ,, � � Q W � W / } . ' � 4 PRECAST BARREL RISER � %� � �� SECTION WITH STEPS � W = d U � UNDISTURBED ��� r Z � W � W 'a � soi� �� ' � �\ 5 U S E E X P A N D A B L E , 6 ---�6, ��j o�°0 44 � o 00 � \ WATER STOP OR SPECIAL : 4 � — �O � �;, W � � `��`C � ��� SLEEVE AS PER MANU - is oc o � 24 1 4' � \\/����y�/��/���`y�'y�\���y'/�\��• ` � ' /4 O p FACTURER'S SPECIFlCATIONS T� . EXISitNG PARKING 4' AT 37. GRATE PER PLAN 4' O 39: EXISTING PARK�NG � M � 2 � 2' 6' MIN 6 JOINT SEA�ANT RUBBERNECK • _ LOT GRADE LOT GRADE C� Q h PIPE SUBGRADE OR APPROVED EQUAL * 6 i' 3% 3� T� r r , Z � � I��. NON-SHRINK GROUT `"`� -r'`� E-"'�"�� L FRAME Ec GRATE FORMED W� SQUARE Z O M (� PER PLAN EDGES TO A�ATCH PAVERS 7 PRE— CAST MANHOLE BASE Z 0 N � 8 NON — SHRINK GROUT V HANCOR CULVERT � � � � EXTENSIONS (PER PLAN) HANCOR CULVERT FRPER PLANA� � ; O O AS REOUIRED � � 2' SQUARE 5 (PER PLAN) CULVERT IN � W Q INSIpE OSMEN � (PER PLAN) � � VARI S � �(((............ s�.rnr V � PRECAST CULVERT OUT � 2' SUMP FOR CONCRETE INLET (PER PLAN) � SAND AND GRAVEL . 2 wMP ' COLLECTION : � �' x � � - �:a �� , = m v ci �w e• auv�cim �/r � : �. ': ' , : • • • •' •.�;, ' . . , , . , ] � C saeceKn Raac ; + . , • :•; : • ' , � � � • � . � � V O � _ � w +-- 6 -,• � X - SECTION OF INLET ¢ � c � 2' SQlJARE PRECAST BOX DEfA1L SECTION A ��- G�i NTS. NTS NTS NTS � J Z ! d�� �, . � � C � � � t�s � ��' � °� ��� � �� �: , W � �0 U J � � � SILT FEtdCE � � •fl, � o ' STRA1� BALE DIKE — — WOVEN NARE FENCE (MIN 14 1 /2 GAUGE, U Q U� � ��� � MAX 6" MESH SPACING} �aw � .`^c � r: � 10' MAX C TO C 36" MIN FENCE POSTS, - �. . DRIVEN MIN 16" INTO SEAL —` , $C., ,tL,='4 r GROUND �,,,,�,�,,�,� r .�� —a" 4� �J271CAL FACE ' � Q �, � y � " 8FDD1PtG DETAIL f , , r \ � � HEIGHT OF FILTER � • � " ' "r t � ;, 6 15 MIN 3/16' NOIAINAL � � ( � ) „ ANNULAR SPACE � � � �� T�" r �. ~ "+ ORAEQIV �& FRAME�-REFER9T0 CX r.w� , � 2. A.�:i,t,E ��RS7 STAKE TOCtARU � ' ` 4� 8• ��N �� NEENAH FORMING PROCEGURES F:�EE44",^t3S�Y tA;D 6ALE �� _ �'G �t� � a....z.«� r .. S:� FLO . �i - � �� ^ _--- � ► s � • fLC'h _ t .o,. ti � 1 ` . -- _ , � PERSPEC171d"t ViE�"� � . vws�+s.aa'b �` • � S • �' 2' TO 3� VARIE$ p � Q. � p ��`-}-�-- � � . � _ �" MIN PENCE POST DIA BOULDERS � � �`� , ,� - . - e�r, .� s.stFS Fu� ce: • .�...:.,�} � ' � ce�Tc�.�e wovE�� w��E FEr+cE (� 4 i /2 cn �iN , �snx Q 1 � 3/4" WASHED R4CK '► . , s. �4's � 8" EA wAY X � D � � � �� � � � - 6" M E S}�I S P A G N G} W I T N F I L T E P G I O T H O V E R � . , ► a � v` _ F c � ='��s ' �-• ' _ 2 R�-8krZ5, $TFEI FtCK�TS. C,'2 Z'�' STfihES O •. > D : g ° • ° ' D _ ;d„ O � � � � n — . i � : '-- — �` 2� ►��N MIRAFI 140N OR EQUIV 1 1/� 7'.� �' R{ GR�^:� CRt1rE STAKES � ; �-+� y =' r` If�H Yti1iH �'AL`�'J -�'"u�'�L—=. � F---�� � UNDISTURBED GROUNO • ANt�ORi1� G �ETAlL KEY BOULDER � • � EMBED FlLTER CLOTH MiN 8° INTO GPOUNp 16" MIN , 4�� PERFORATED PVC a• B B• � 1 MIN INTO � GROUND ( TYP ) � � DRAIN TO DAYLIGHT TRENCH DRAIN DETAIL co�asr�uc� o� sP�a� cA-no�vs s�c�nas� � � � M. T►i ENDS�GHTLY AEUTttiJC TN�E AD.tACQ1T BOP�f�CR 4N TH� CONTQI:R ANC ItV A ROW CO�ISTRUCTIO�d tdOTES F0�2 FA6RiCATED �lLT FEIdCE � 2 EACH BA:.E SI-IALt @E EtdE�['A�D ��t TN'c SQIL A M1k;1,tUtU C�F (4) INCHES. AND FLACED SO THE BtVD�NGS ARE NUR1ZtN'1TAL. 3 BALfS SHALL BE SECURECY ANGHG"�EC1lN PLACE B'l ElTNER TNt} STAKES OR Rf-BaPS 7 MIOVEN NrtRE fENCE TO BE FASTENED SECURELY TO PO5T5 STEEL EtTHER T OR U TYPE OR DRfVEN THf2CK3G�l THE 6Ai.E_ THc FFRST STAKE lN EApi BALE SHAIL BE DRIVEN FENCE POSTS WfTH K'IRE 11E5 OR STAPLES 2' HARDWOOD � TOtitiARD THE FREYfOUSLY LA1D BALE AT AN AN�.E TO FO#2CE 7}i� 9�LES TQGEThER 2 FlL7ER CLOTH TO BE FASTENEO SECURELY TO FENCE WOVEN WIRE, 14 1 /2 GA 6" � 5?AKES S�tA:l 8£ QRtV'EN FLUSN WiT1� TNE BALE. WOVEN NARE FENCE W1TH ilES SPACED EVERY 24" MAX MESH OPENING O + �*lSFECikX`i SNALL BE fREQt1ENT AND RERAIR REPLACEIdENT �iALL BE lAADE PROMPTLY AT TOP AN� MID SECTION � � AS NEEGm BY THE C047F2ACTOR 3 YMEN TWO SECTIONS OF FlLTER CLOTH ADJ01�� EACH fILTER ClOTH fILTER X, MIRAFI 1pOX, Q 5 BALES SHAI.L 8E RE110�°ED WFIEN THEY HAVE SERVED THE@� t1SEF11lhESS SO AS NQT TO OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES STABWNKA T140N OR APPROVED 6LOGK OeZ p.IFEDE STORM Fl.OW OR D�AtNAGE ANO fOLDED EQUA� � 4 IdAINTENANC£ SHALL BE PERfORAIED AS NEEDED AND PREfABRICATED UNIT GEOFAB, ►AATERIAI REMOVED WFiEN "BULGES� DEVELOP IN ENVIROFENCE. OR APPROVED � THE SILT FENCE EQUAL O NTS NTS , N T S_ P � � � � � �.�� � � I� �I"'� � �� �9 � � V � � � J � � � � � CONCRETE FOUNDATION WALL � � ' 10 1 SLOPE � f � MIN 6 " •' � � � / FLOOR SLAB � .1 6° MIN 3/4" WASHED ROCK 2 1 � , � � PER SOILS REPORT SPECS , _ <����;�,��';� � MIRADRAIN OR EQUIV e � . ; � FLOOR SLAB � �: '� ; t � � ,� �� ti � �:s;,�� �a`'�;' WATERPROOFING OR ' � ' - _ • . � . " . ' •; ' " � ; � :'r. '., � , � FLOOR SLAB �`w� DAMPPROOFING PER � ' '" ,� x , . , •� � , �; , - .;"� ' ` , , ; � , ,� ' ; ,� � , , � � Y /� l � � t a � Y N � %/ � / e � � '�,�� ARCHITECTURAL PLANS s� �`�;��'F�;�'���h�:4\,� ; , ?� �. r_ , � ,, >� � , , „ , , ,; , , . , CLAYEY BACKFILL ;� "F � ���`�'�� a ;� � „ e , ' ' ,' � ,/ �j r,: ' - " , , /';,` %i . � i , , SEE $OILS REPORT `�i ��4, , >� ; . ' ' � , t �,, , � ., ' fi� /• � , , / , " ,, . 6 AI IN _ , • � , �, , ,� � �/� ,,,� , ; ; , � ; FOR BACKFILL ;� . BELOW GRADE WALL ��� • A�'�^ GRAVEL Z � ' - .� ^ , � � � RECOMMENDATIONS � Q , ,, , b „,,a. ,. w � MIRAFI 140N • . � ELEVATOR PIT MIRADRAIN OR EQUIV ` � N > � Z � J MIRA�I 140N ' ARCHT ECOT�URIAL PLANS ��/\ /� � � � ' .t v � Q , � � e° \�!i� PVC LINER ISSUED F ❑R� + i•> > PROVIDE POSITIVE SLIP JOINT BETWEEN d � • MiRAFI 140N ^ . � � ( SLAB AND WALL PER SOILS ENGINEERS 6 PVC SUBDRAIN T %`��,�, � �, ,; ,, <,�/���/� ; ,� �; No. DATE C �MMENT —� � RECOMMENDATIONS OR EQUIV � ^ ` ;;���� �� �\� � `,>� � \;�� � . � t— ' � �� I 4" PVC � 1 % MIN < �.�-�,<, J' �/ �, CLAYEY MATERIAL =� � �_; _� � `� � � ,! �i %���j:�' �j �/ t'— ry. �.. a.. i.n «c nf-� •�s. � re�tr�r. ^'�f� r�Jr, r ai�.�• ,y. � ��X �_.S.X_.,. ��x yY'",�' x /y � '�'-��'S�..a a'_�'. ..?� '��'�"K�� � I.P7.��� /�`j�%`�i1L�i.�';�/�lf� Q FLOOR SLAB '%;-,` �.x .�rti� c.i'.FtLe 'y} �a: e d e q �z ra'�."` � �+,.,ta .-P� Y.4.� { _'` �`� = � k-�. J� Y \ / � MIRAFI 140N OR E UIV , Yx �F � �� . < � „ � � i / -tY � __ J_� . 1 1 MAX SLOPE �4�={ � ' � • 12" WIDE '�,�= � � 4 ° a � e ° • � PER IENVERTIGAND SLOPEE , =; ; �-==i ' � 2 WIDE FREE " ° ,�; � < , , , a ° ' < . < ''{ !�i� DRAINING GRAVEL ' . ' , , `� a � a , � o d a o Q a U LI Y N H SHOWN ON PLANS_ � , � a a ° ( SEE C2 1 ) y , . . . � • • - WATERPROOF TRENCH . WITH CLAYEY MATERIAL PER SOILS ENGINEER 'S � , 6 " PERF RIGID PVC PIPE � 1 1 MAX SLOPE 6 " PERF RIGID PVC PIPE APPROVAL OR PVC PER INVERT AND SLOPE PER INVERT AND SLOPE LINER ACROSS SHOWN ON PLANS SHOWN ON PLANS UTILITY TRENCH ' ( SEE C2 1 ) � ` NTS NTS NTS NTS � � � � � B � �a � E ��� � � ��� �� � �� � � �� ��, i'�CS \:� � �0� � 6�� � ���� � � � i�l�� � � ' ��09 V 0 �� �� ���� � � ' � ' � � ' ' r ,- / �` � � .�. � , � , . , � � � ' , ' , � - " . . � , , a KEY PLAN ' NOTE VERIFY SPACING AND LOCATION SLAB " � OF WEEPS WITH SOILS AND STRUCTURAL � 6 " MIN 3/4" WASHED ROCK t � ENGINEERS BEFORE DRILUNG PER SOILS REPORT SPECS TEE PERFORATED � � � ` EXiSTING / LATERAL SUBDRAIN CLAY DAM TO FORCE ; FLOOR SLAB ' , e d , _ _ ; � � _ _ M RA`FIL140N WATER INTO SOUD PIPE — G �� ,� * � ; . , , .�`. ` � , ' ; ± = , - , ' � 4 " , ' , , + �v ' �, � � � � , - . , , , � _ � , , , � , - , , , � PERFORATED J PIPE o �, ``� �`��, �.�\\ �,```\�`���:�`� ' �'�; � ~��� - ° �� �/*� �./ � .y , ' � , � � � }� , �, � , ,� /� � �,� , � ��� . �. ; .� �, � ,y ; ,�,,�,T_ SOUD PIPE I N E E ,ti� � � � ti\ \� J `Y, �� \ � 1 � � � . � % / \ � ` 7 a .. . t � ����/ Y / ��/ , � �\/�//�� ��` /\�/ /i/�' ��`/��'/�i�' !/ ��\ \'� /�f� f� J/� � \�// � � � • � i .� .. e . j' .�_ _ i _ � - ENG RING I C . a � /��'�' ' ti � �/ti� � �.-, 1/�,�, . � • • • • • • • • • • • • Y � • •,~ DWARDS COI.ORA O 81632 � PROPOSED �\/�/�,,.����/,•i, r\�j\j���\����� �` \� .��;1�\���/. �— '� y / \ � � � � � � � � � � � � � 1 i��i��_ � , EDWARDsS BUSINESS CENTER • P O BOX 97 �� 1 _ I {=1_I //.� i �// � �� �._;�. rt. �---� 1 ''-- , ��, . 970t926-3373 • AX 926 -3390 • � � \ \� c � �i ` f FLOOR SLAB MIRAFI 140N '�� � � € i � � � . � + '� � /�, \ `/,, SOLID r_i.u�,.lxl�u��� -1 / PIPE ; rn %<' � ; �' � ` ,.�✓� �� D R.� I NAG E � < J � / ''}/� „ � : , / � ,� , ;,. , . ;`; � . � 3 S �' // / ; � �j." r ,r,� �/ � :. . �, ;� ; \� � � f / /, /i % f �/ q '� `` � :1 / ' J r . J �'�' 1 . , l . �� / I C� , /f � ,f � i�i'ii / / �// / '/,i�,' .' i ;;'. `f,/ �F .\� �y� � / , ;/,%, .',;, � l/,% f�F ,%, ; �i " � '.J '/ \ ^ % � � CORE DRILL , . . . . ��� � �� � � � WEEP HOLE ° � �� , � �. . , �;' � a ' ; -: . . •'. '' : • . .. ' SOL�D \� .�Y� TEE S U B D RAI �I ' M + .� ' - ° SUBDRAIN � � � ' . ; i, . !, /� < < ' , '� ; ; cn . � 6 " MIN 3/4" WASHED ROCK �- � :� DETAI LS r o. MIRAFI 140N �� � � � M PER SOILS REPORT SP�CS �% � �� , ` c°n' c ° � ° ,, y\� �i � a� � ± , z `` f:\/�y/�%\ / � ., - � TO BE RELATIVELYE MPERVIOU � SOILBEH VESITE> � SOILS ENGINEER IDENTIFY SUITABLE MATER� AL PROJECT No. DATE t � X —SECTION OF SUBDRAIN 94889.�� 9/3/96 E H � EXISIING � ` F a FOUNDATION DRAWN BY CHECKED BY ; E- , Q � � ) E GP � � , � 0 � � SHEET No, H i Q � } � � ' � L, � � �I E� � � ��A W�. � �RC�ii4!_ � � � 1 � SCALE� As sHOwN � a _ Q a . � _ � - � � � o _ - . � ,, � V ' � - y t ' �+ � � �' _ . . F;^fi R '� ' " ' - ' •.. . . ., ' ' _ •. 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