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B06-0352 Subdrain Repair.pdf
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'; t: : . .... ._ _ . . .. .._: � . . . . . . . .. _... . :v . . . . . .. . .. _ •-- ._ _.. .. . . . , .__ ,..._. ... .. . .:... ..... `„ '� :.. �� �, � . . . . .. .. __ . . _. . .... .... .. _ . . .. .. . ._:- . . . . . ;. . -, `:,. , :; ,'�. . . .._. . _.__ . __. . .. _. _. . ..._. ... . . . . . . . i . . " ,,. . _. _. . .__ .. .__... . .. .. . .... . wW"'" .... . .__.. . ....._ � . . . , . . . ,.... ..,. _.. . . , ._ ._._ __. . .__ . . . ._.: _ .,... ... > � . , .,, ,.. .,. g . , .. ._.. Y ...., ... ., . .. . ._ . _ ._. , ......_ _. .. . . . . . �,.1, � �� � f`r-� � � . �''��. . , c:, ...:, . .... ., . .:::: i . _ '. ' ::;. :...� � . . � ::� . . ., ..... . �. �: .� �: '. •: . . . .. . "�$ .. ..<: ... . ,T�UN`. � .. ...... .,.. . . . . . . . . . . . . . . . . . � , . '. ; : :.:. :�'�.� 4i � 5 ;, . .. �'. r,. ,,', . ::, w .m � � � . . . .� � ,. � . . �'! ,;' . _ ,VC�� . . „ ' .'.: .: . :... ..... ..�as� . . . . . . . . . . . . . . . . . . . . . . . , . . . � . � � � . � . . . . � . . � � . . . . . . . . . . . . . . . . . . . . . . . � . . . . � . . � . . � � . . . . . . � . . . _ .. . . . . . . . � . . . . . . . � . � . . . . . . . .. . . . . . . � � � . �I CONTRACTOR SHALL PROTECT AND NOT DAMAGE THIS PORTION OF THE GCR SUBDRAIN -CONTACT INSTALL GUTTER DRAIN S`YSTEM & BLAIVKET VRDC & AEI IF IT IS DAMAGED REPAIR /REPLACE GCR SUBDRAIN . TIE INTO � DRAIN TO CAPTURE TUN !NEL SUBSURFACE EXISTING GCR SUBDRAIN WHERE FUNCTIONAL ; : DRAINAGE. TIE INTO EXISTING STORM SEWER APPROXIMATELY RITZ GRi � 71 . � ) NOTES FROM GCR PLANS ( sEE QETai �) ` 1 . The geotechnical report addresses speci�c concerns associated with the building excavation , dewatering, subdrains and backfilL It is the contractor' s responsibility to adhere to the recommendations of this report. (Koechlein Consulting Engineers, Inc. Soils and Foundation Investigation Proposed Lionshead Redevlopment Marriott Property and West Day Lot, Vail Colorado Job No. D2-057 ' Dated July 8th 2002) 2. This lan is for subdrain construction onl , refer to structural lans for all foundation information . CONTRACTOR SHALL REPLACE ALL DAMAGED p y p LEGEND (FROM GCR PLANS) 3. Tunnel subdrain information on this plan was designed from plans received from the structural engineer on 8- 31 - 200� DRAINBDARD AND REPAIR ALL DAMAGED Revisions to structural plans after that date need to be added to this plan . wA'�"ERPR��� NG �:,..--�---��. '� 4. Subdrains need to be installed behind all walls whether they are shown in this plan set or not. r �� � ` � 5. Koechlein Consulting Engineers are to approve this subdrain plan prior to construction . 62. 19 = SUBDRAIN INVERT n 6. If utilit stubs to buildin s are below drains - cover utilit stubs with cla . � � � Y 9 Y Y - SUBDRAIN SLOPE �'" � � , 7. Coordinate construction of subdrains with plumbing plans, contact AEI if conflicts exist. _ 1 .0q - � � 8. In areas where subdrain inverts are lower than adjacent bottom of footing, the pipe and screened rock are to extend awa at � AND FLOW DIRECTION ,,. �' ,,,,y� � . , , y a 1 . 1 slope to stay out of footer compression zone ( see details) . _ ���� �° � �$ � � ° �, �. „ ,,, , � � �� �� �. � {G�. HIGH POINT INVERT � 9. Contractor to place 4 minimum free draining gravel under all slabs HP- 68.75 ON SUBDRAIN ` � �� " �� �- ` ' � � � �` '�`� � ���-` 10. Pi e Notes � r � p • m� . . . . � . . . � � . . � . . . �. a � � . . � � � . � . . . . . . . . . . . . . . . . . . � . . . . � . . . � '�`.'S G�',�`"�^a.'�. at��. �2� ^` � . . � � � , ,,� . . � . � � � � � � � � � � a Exterior subdrain pipmg to be 6 � SDR 35 perforated ngid PVC. � � � � � � � � � � � � � � � � � � � � = SUBDRAIN (PERFORATED � � � � � ��� �' � { � � � � � � � -r � � � � � � , �' {.w �, � � RIGID SDR 35 PVC PIPE � : �; � �:, �:. , � � b. Interior subdrain ' piping to be 4 SDR 35 perforated rigid PVC. ) ,�� ,� �] � c. All gravel to be wrapped in Mirafi 140n . �,� � '.( `+ � d. All subdrain piping slopes are at a minimum of 1 . 09�, unless otherwise noted. = SOLID RIGID SDR 35 PVC PIPE � �t�, �, �� � �'~�� . . . . . . . • . � . . . �. . . . . . . . . . .. . . . . . . � . . � . . . . � . . . � . . . � . � . � . . � .. . . . . . . . . ` g ,�.�� n.'" � r� e �P' ei� ' . . . . e. Interior subdrain invert to be 1 minimum below bottom of floor slab � a���,��� ��'���" � � � ���� �� �� ° � f. Exterior subdrain invert on north side of tunnel to be a minimum of 1 . 5' below finished floor, w������s��;.� -:�r` � all other exteroir subdrains to be a minimum of 1 ' below ad 'acent finished floor or crawl space. �""�`�"��� J g. Subdrains under or adjacent to crawl space to be a minium of 1 ' below finished grade of crawl space. 11 . Drainage board, water proofing, ' protection board and insulation per architect. CTRAPHI� SCAI'E , 12. Extend gravel from wall board drain to pipe subdrain, see basement wall detail . 20 0 � o so 4o eo 13. Hp = high point in subdrain . „ ., . SU BDRAI I� 14. free draining grovel on this sheet and others is defined as follows: washed minus 1 . 5 inch aggregate to the no. 4 sieve and �- �. ,. ` , � .� ����, �� ��, � less than 3� passing the no. 200 sieve. As per geotechnical report � � "G � : GCR SUBDRAIN REPAIR GUTI" ER DRAIN PLAN /� , 15. Due to the length of the buildings, the depth of the exterior subdrains are below ( to the side) of footings. See detaiL 7 � ( IN F'EET ) � E P /`� I R � 16. Tunnel Datum Elevation 100'- 0" = 8100. 00 1 inch = 20 f� - - - PLAN AND BLANKET DRAIN PLAN - � - - ENGINEERING INC EDWARDS BUSWESS CENIER • P.O. BOX 97 EDWARDS. CO�ORADAX 92633390 • � . 970 926-3373 � O I P:\TOV05001 \dwg\GCR-shoring repair. dwg , 3/25/2008 3: 10: 19 PM, babcock f _ _- - � __ ., ____ ___. __._ _. - _ .--- ______ .�- -- - - --- �.�-_ -. _,_ .^_. � � � THIS DRAWING IS NOT FOR STRUCTURAL INFORMATI N 0 , REFER T0 STRUCTURAL PLANS FOR STRUCTURAL INFORMATION w; � ��.. w � �, _ � � � � � � � � � �� � � � � � � � � � � � � � � �� � � � � � � � .�,.�._ .,� � ,��s �.�- ,�s�._ , ,�„ -- �.- - - . _ . - . . . . . . . . . . . � . . . . . . . . . . � ,. ,Y � � � . .. . � . � . . . . . � . � . � � � . � � . . . . . . � .�. � ,.�- � �-� � . �w'� . . . „ � . . . . . � . � � . � . . � � � . . . . . . . . . . . . . � . . . . . .. �. � ` , . . . . . . . . . . . . . : . � �._ F' ��1^ . . r r"� F �. -�a �rJ� �'' :'!� . , . . . `'m ' . . . . . . . . � . � � � . . . � . . . . . . � . �. . . . . . � . . . . � . � � ',. . . . . . �= << _. r , �� -�- F� r,��'`�e�" . 'aV� .>'. . . . ��� ,:., , . . . . . . . . . . . . . . . ' , . ,; . .. � ,i , ' . . � • see pian �� R ������,;; � ,, ,.,�T� , ,,,�F . Siope var�_ ' �. � � � Extend drain mat to f�,��;� .r.� 2�, � � � � � � � a within 2' of exterior . � � ; � . ., a finished grade �� See architectural plans for waterproofin9 � Clc e backfill see soils re ort ; `,. ' ' • . , _- , ._ , . , . _ . _. .. ,, . , , . , Y Y p . , ,r . , • __ ��� ., .. , . ,, : ,: , -. . . . . -. . .. . • � • . . • • � 'i. 1„� i . �' '�:_.. k� , ., l ',..., r' �.. ' � ' �.. •- of . Sio e - . , .- drainage mat, protection board and insulation „' ior backfill recomrnendations • > ; � �,w�� , _, . - �:Ro _ , P : �i, ` ' , ,� , � ` re uirements A505-A507 ' �� ` k ' �s . , t __ q ` , �r .�: � . ,�.�,�? , ,,x ;: J ., _, ` , , , .� Drainage Board � ,..- , Concrete foundation wall q �.� - . ... . .• : a. . d a . . ` -•�- Concrete Topping Slab ' :w, � . � � . . . . . . . . . . ... . d . . . . . . " . . . . � . . . . . � . � . � . . . . . . . . n. \ . '... . . . . . . . . . �� , -�- Rigid Insulation , . � Existing roof & wall � Drainage Board ,, �� draina e boards � Uncured Neoprene Flashing a y�,u,= 9 a . , . . -� Reinforced waterproofing F c a Mirafi 140n or APPROVED e uiv. . a� � d a . e : a . • - - membrane with cop sheet y � � 4 4,+ q . . • ' a a � .�' a � d �� � _ and protection board ° p, :T� � ,;< o See architectural plans for waterproofing � � . �� : ' Concrete Tunnel Roof � ,, ,� �' drainage board , protection board and insulation , � a Below grade wall " Concrete foundation wall r� a�,i o o ; requirements � a 7:" L 7 7 � IMPERVIOUS PVC LINER 1 . 5 min . � � 9 9 � ) , � � "- � °-' � Free drainin ravel see note 15. a ' ;' (MINIMUM 30 MILS THICK) � m °' = ' . � ,;:: � � •3 �, 0 3 Mirafi 140n or equiv. ' � . r; � f�., 3/4'� WASHED ROCK ' . ;ti, � .' - 'c I L 6" erf. Ri id vc i e . . . . . . . . . .. . � � . . � � . . . . � . . . . . . . . ��uk . . . . .� n . . � . . . �� . . . � � � � . . . . . . . . .. . . . . �. . � � � . � . . . . . � . . � � � . . . . � � � . . . . . � : . . , o ._ L a P 9 P P P . See structural plan for connection ���Y� 6 PERFORATED PIPE PER �"- 2 min. . a �, I ° o o Per invert and slope CONTRACTOR TO PROTECT ��" INVERT AND SLOPE SHOWN AMA RAINAGE ` N ° i �'- 5hown on plans. Floor slab or fi�ished rade crawl space � & NOT D GE D " � / 9 �� ON THE PLANS- TIE INTO . . J , `` EXISTING STORM ' ' BOARD OR WATERPROOFING �4 . . . � . . ' ' PERMANEf�LY ATT'ACH PVC LINER ' Below grade wall CONTRACTOR SHALL . �,:� • a ;, ';° ONTO FOUNDATION WALL. DRAIN � ' � REPLACE ALL DAMAGED , ,� =�e�atio� of to of footer '� BOARD TO EXTEND INTO WASHED ^ . a �: �ee structural plans � • a • � : a . a . ° See structural plans for RocK To PROVi �E HY�Rauuc DRAINAGE BOARD AND � , . . . .� � . ��r . `' Elevation of bottom of footer �.-� coN �uc-nv�-n� �oM wa,� �w�iN To REPAIR ALL DAMAGED �: WASHED ROCK. Elevation of i e invert � ��, � Tunnel Floor slab , Extend gravel from the pipe to wall =: EXISTING FOUNDATION WALL d WATERPR � � F� NCi See subdra � n pians �,- .6 p5 SUBDRAIN- DAMAGED PER PCL : � . . � . . a .. . ,,a . • � �� �,� . Os 2' -0° 1 : 1 max slope � . ' �f���_ Distance= [bottom of footing - inv pipe] + 1 ' Minimum . � _ - �, � . a . . a � . , . � ' • � � � See structural plans for � � �� E�e�at,o� of bottom of foote� -� FOUNDATION WALL SUBDRAIN GORE CK RESIDENCES � LANS , �t o �, � � APProx . Scale: 1 ° = 4' -0 " �"��, ` �p����s� � GU TTER DR AI N AGE SY�STEM DETAI L �»�.A � �� M.���o - y�a���, NTS See architectural plans for waterproofing , drainage r; � board , protection board and insulation requirements a, w� 4 ° and for transitions from Roof to Wall ����� �a,��u��2 �,�°m'�� �6�„s� �,� ���� � , ��� . � ��� .� � �- . . . . . . . . . . . . � . . . � � . � . . . . . � . . � . . . . � . . . ,,- . . . . . � � . . . . . � � . . . r '"u-:�m ,am �,,.-v'�.��iA.ia€`--` '� . �eY . �v� '�'' .. �:T'!G ,. , . . �,,fr�6` . "�� �,�" �v„�m�� . . . . � � . � . . . . . .. . . : . . . . . : . . . . , . . , . . . . . . . . . . �m . . . . . . . . . . . . . . . . . , � _ .....��r e5 �"�.v ' `� , . - �� � . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . � � ��a�, . � � � . �__ w`�n d:: ,�?�u. . � . . . . . . . . . . ,: , .,.,?. .r,. ' . l �" '� . . . . . . . . . . .. 'V�, . . . . � . � . � � . . � . � . . . . . . � . � . _ a �-��' ..e11dCT .� . . � . . . . . . � . . � . . � . . . . . . . � z3'! .��' CA. . . � � ��'� . '�� s �9` . .r, yRM sz . . . .y,` a � . . . . . ' � � . � . . � . � . . . . . . . . . . , . . . . . . . . . . . . � � ..ml " " ��a�' .2���"�. mR..Ae^�.ry ��k . }��i� . !?_J . . . . . � . � . . ' . . . . . . . . . � . � � � . . � � � � . � �� r „ ,. _ : :, :,: OF MIN „ ' .. °'°°��� �.m�,� . ���° ��� ��-� . _ ` � � PROVIDE 3' �MUM ����� �� � . :.;. ....,_. �_, �. a COVER CONTRAGTOR TO PROTECT � , WRAP GRAVEL W MIRAFI � -�: .,.� 140N OR APPROVED Existing roof & wall & NQT DAMAGE DRAINAGE .a-, EQUIVALENT drainage boards BOARD 4R WATERPROOFING _ ; � 0 2'- 0" Min . t �� . N �-'.s F � .- , t , , . , . . . . � . � � . . . � . . . � . . . . . . . f;-Y . . S _ l ' � w � ,� 4 1 ... ,.� , _ x = - 1 r . . . . . . . . . � . � � . i� ... .x� .; t . .,.._ . ' ,.. 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' r . , \ \ � . . . . . . . . � . . v . . . ,. � u . � 4 =. .. , � ,. . �',, . . � '.-, . _ - ' � �`t t � ?4i �., � .. � � � . . . . � . . . . . . . . . . . . . \� � � . . . . . . � � . .'� � . . . � . . .. . . . . . . . . . � � � �.•� �,, "� � . .i• t , " .� }- t .i m.y� �: 4 � . ;� . . . . . . . . . . . . . . . . � . \ \ . . . . : . : . . . . � . . � . . � � _ . . . . . . � � � � � � � � . � �. . . . � . � . . . . . . � � . . � � . . . � . �a � . . . . . � . � .. .. , ._ ,�, �.. . ..°�. _ � . t � . � . � � . . . � � � � � . . . � � � . � . . . : � � �. . . . � � . � � � � . y,,� _ � , �, ' ; ; "��' Y, , , , � , � ��, ;, , ,i � ,� , . Concrete Tunnel Roof � � � � ' � y_ . . i.. ., t -� r," , n,,.. , y ... , \1 1 .+y `t u.r'" u A � •• 'l . � �. �- ., , t , , , � Concrete foundation wall � m . . . . . . . . � . . . . . . . . . � . . . . . . . � � . . � � � � . . � . . i . . � . � . � �' ` ` .�. .,� �.. � \ .`� 't E . _ k ,, 4 � � . . � . . . . . . . . . � . � . u . .� „ � �_ . � j _- � � � �, , � ; � � �, 4 - - - , .5 m�� . a � ORE CREEK 3/4 WASHED ROCK , _ ., , ,. �' . � s , . ',- . . -;, - ; `; . ." , � , • Mirafi 140n or equiv. � ` 1 :5 mm. � n CLAY DAM ,�� ,. ° 3/4 WASHED ROCK RESIDENCES Scale: 1 " = 2�- 0° J��� o 0 0 0 0 0 0 0 0 0 0 0 o P o �. 6.. SDR 35 PERFORATED PIPE- SLOPE P;� o 0 0 o p o o i� , AT MIN 1 � TO EXISTING STORM CLAY DAM REQUIRED AT ALL PERFORATED/SOLID PIPE INTERFACES. � � , < " ,� O �, IMPERVIOUS PVC LINER �, : • t ,�., . (MINIMUM 30 MILS THICK) .� R ITZ 'f`, ° PERMANENTLY ATfACH PVC LINER �: . ONTO FOUNDATION WALL. DRAIN , � . ,. BOARD TO EXTEND INTO WASHED ,:� � ; ' �" WASHED ROCK TO PROVIDE HYDRAULIC ' : ROCK k .4 . CONDUCTIVITY FROM WALL DRAIN TO , WASHED ROCK . � :,F OPTIONS TO RELIEVE HYDRAULIC ; 6 „ SDR 35 PERFORATED v PRESSURE ON GCR TUNNEL WALL IS PIPE. SLOPE AT 1 � , � � �, . = BEING STUDIED BY OTHERS. TIE INTO EXISTWG STORM e `°�. POSSIBLE OPTIONS INCLUDE UTILIZING � NOTE� R@f@r t0 8F1e9t8 CO18, CQI9 AND COZO (GORE CREEK RESIDENCES PLANS) . RITZ CARLTON SUBDRAIN FAGIUTIES , .- . . 1 . The geotechnical report addresses specific concems associoted with the building excavation, dewatering, subdrains ond backfilL OR DRILLING INTO THE EXISTING GCR • It is the contractar's responsibility to adhere to the recommendations of this report. (Koechlein Consulting Engineers, Inc. Soiis �_� SUBDRAIN TO COLLECT WATER. '�� � . , and Foundation Investigation Proposed Lionshead Redevlopment Marriott Pr�perty and West Day Lot, Vail Colorado Job No. 02-057 �';,, EVALUATION OF THE CAPACITY OF � , Dated July 8th 20�2) ^z _' THE RITZ SUBDRAIN SYSTEM IS BEING ,, � 2. This lan is for subdrain construction onl , refer to structural lans for all foundation information . �� STUDIED BY OTHERS . � P y p CONTRACTOR SHALL 3. Tunnel subdrain information on this plan was designed from plans received from the structural engineer on 8-31 -2�04 Tunnel Floor slab �� _ _ r hi I ' i i n r iv n 1 4 for _ � � . Revisions to structural plans afte thot date need to be added to t s p an. Budd ng mforma o wos ece ed o 0 28 0 REf� LACE f1LL DAM/�GED Bldgs. 1 -5 and on 12-15- 04 for Bldg. 6 and 12-16-04 for Bldg. 7. ,.= ' ' : � . . . . . a a .. . ,,a . � : ' 4. Subdrains need to be installed behind all walls whether the are shown in this lan set or not. � RA� NAGE B �AR � AN � 5. Koechlein Consultin En ineers are to a rove this subdrain lan rior to construction. �ry; EXISTING FOUNDATION IVALL • ��: e 9 PP yP P P ` REPAIR ALL DAMAGED 6. If utility stubs to buildings are below drains - cover utility stubs with clay. � _, SUBDRAIN - DAMAGED PER PCL . . � � 7. Coordinate construction of subdrains with lumbin lans, contact AEI if conflicts exist. � ' ' ' � WATERPR�� F� NG # P 9 P : ' ° � . e � � e . ' � � � � See structural plans for � 8. In areas where subdrain inverts are lower than adjacent bottom of footing, the pipe and screened rock are to extend away at �' a 1 : 1 slo e to sta out of footer com ression zone see details . `'� Elevation of bottom of footer �' P Y P � ) � 9. Contractor to place 4" minimum free draining gravel under atl slabs � 10. Pipe Notes: a ' � a. Exterior subdrain piping to be 6" SDR 35 perforated rigid PVC. �. b. Interior subdrain piping to be 4" SDR 35 perforated rigid PVC. � : NOTE: BLANKET DRAIN ONLY USED WHERE THE EXISTING SUBDRAIN c. All ravel to be wra ed in Mirafi 140n . ,,.- 9 , , , PP , , , f, HAS BEEN COMPROMISED AND TNE GUTTER DRAINAGE SYSTEM IS � d. All subdram piping slopes are at a mmimum of 1 . 0%'a unless otherwise noted. k� � BEING UTILIZED. IF ADDITIONAL PORTIONS OF THE SUBDRAIN ARE �� e. Interior subdrain invert to be 1 ' minimum below bottom of floor slab �':_ ` COMPROMISED, PROVIDE BLANKEf DRAINAGE SYSTEM . �� � f. Exterior subdrain invert on north side of tunnel to be a minimum of 1 . 5' below finished floor, � c, � aU other exteroir subdrains to be a minimum of 1 ' below adjacent �nished floor or crawl space. , g. Subdrains under or adjacent to crawl space to be a minium of 1 ' below fi�ished grade of crawl space. `�� - - . � , ' 1L Draina e board. water roo�n , rotection board and insulation er a�chitect. �� . � � - '�' °- , 12. Extend grovel from walP board drain to pipe subdrain, see basement wall detaiL � � � 13. Extend subdrain free draining gravel to connect to the 4° free draining gravel under floor slab. See interior drain detaiL �� 14. Hp = high point in subdrain. ��� 15. free draining gravel" on this sheet and others is defined as follows: washed minus 1 . 5 inch aggregate to the no. 4 sieve and less than 3� passing the no. 200 sieve. As per geotechnical report. � 16. Due to the length of the buildings, the depth of the exterior subdrains are below (to the side) of footings. See detaiL ` '4�__ . 17. Tunnel Datum Elevation 100'-0° = 8100. 00 � , 8. If future units are � ot constructed and south tunnel Wa�� �S backfilled, install foundation wall subdrain per detail . y��� B L A N K E T D R A I N A G E S YS TE M B E TWE E N R I TZ A N D G C R D E TA I L � - �> s 19. Provide se arate subdrain for boulder walls er boulder wall detail . Coneect boulder wall subdrains to buildin tunnel subdrain "`e'TM�� .. � _ ���� `� �' � °�F� '= " :, S,�tem, typical for o�� S�te Wa� �s. p 9� _- ;z INSTALL WHERE RE UIRED TO MINIMIZE INFILTRATION TO FOUNDATION DRAIN1 NTS .. �,����� �; ����� 4 :, � . � . � � . � � . . . . . . . . . � . . , . . . . . . . � . . . . . � C . . . Q . . . . . . . . � . . . . . . . . � . 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' ,w . � y' �, �`4ii��j4 F .if. vi��n� ni� R ,,�p . �� � R� . � . � S � . �?' . . . � . . . ' . , .� " + '- c : _ • . . . � . . . . � � . . . � � . . � � � � . . � . . . � . . . . � � . . � . � ,.*-n':-,a�^� :}'W' . � . . � � . . ^�r�;wti �u � �.'' "�°� , � � . �"ua.. . "' 'WE ' �aarr�a�'n� "�ss . �' . . .' ��a . ., . . . . t ` Q� � .�.;� . � . � . . . . . � . � . . . . . . . . . . . . . . . . . . . . . . . . � . � . . ...� . . � . �� --�;.�w*�n.�.� � .��.�3 �a � . . . `�aa� � �a�^ us��!�,�as�� � . . . . . � . . . . 5 ' . �� � � .F . . . . � � � � . . . . . . . . . . . . .. . . . .. . . . . . .. . . . � . . . . . . . � . . � . . . . � � . . � . � . . . . �� . . . �� . � . . . . . �;: . . � � . . . . . . � . � . . � �. A��' R RAI NA Y T M I I N APT � �� � �rt,��,,,,,., . �,� , �,� ry: ,> � ra �< : � ,� ' THE GUTTE D GE S S E S DES G ED TO C URE AND �U.�„�s� � �9,�:� ,���, � ^� � . . . . . . . . . : . . � . . . � . . � . . . . . . . . . . rN . u � . � .���N „ . llu� . V� � � . . � . ° . . . •� � �v.a . . . . . ��'S.... :'. <�;�,'�arn "T*g'�.4���' �� 4'AV�`� :� � . . . . . . . . . e rt g�" � � '� �„ :,�f�,�.> '��'��u'°'��;, � , ; DISCHARGE WATER BEING CONVEYED IN THE PORTION OF WALL ,, � �� DRAINAGE BOARD ABOVE THE GUTTER . THE BLANKET DRAINAGE �Mat �� "�"���.�.�� Z�' Q "'�� SYSTEM IS DESIGNED TO MINIMIZE WATER PERCOLATING THROUGH �� � I N C O R P O RATE TH E � LO U D E D . . . . . . . . � . � � . . � � . . . . . . ra� .a�r . � � � . '�� . . . . . � .:� � � . . . . . . . . . . . . . ;�� THE GROUND ABOVE IT AND DISCHARGE IT INTO STORM SEWER . � �� � PORTIONS OF TH IS PLAN I NTO f�,;,. THESE SYSTEMS DO NOT REPLACE THE EXISTING FOUNDATION DRAIN 2' �� � , .. � .- S U B D R A I N �'��� BUT DO MINIMIZE THE AMOUNT OF WATER GC? ING TO THE �� �� ,... �, , � � ' �°.�� f �.�.. FouNOATioN oRAiN . ���r� � T H E R I T Z C A R L T O N R E S I D E N C E S , � � ,.,�,�: � = _ - �� �� - R A � F �� _ . . . . . . . . . . . . . . . �.n,:,nay,.. .t.i . _ . x. ; W . . . . . . . . � . . _ _ � � . . . . . . . � __ �:.� �: _ �.. ;�, . �� . , . ,, ����,� �T P LAN S - �WG� , . G � � � _ � _ .��- _. . , r K _ .._ � � �.� ,.., �� � . .�r ,.. � .�� �, �� _ � � �� r� � � - - � � :r � � - v. �_ �fl,�_ � DETAILS �. �� �� �` � , �����4 � ,� ��_ �: _ _ �k�.� � � , °'� � � �' ��,m „�~� ��.r,a,��s�,�G���. . �-���x�, ���,�y�o�r��� ;4���� �����.�n� ���������:�,� �� E N G I N E E R I N G I N C EDWARDS BUSINESS CENTER • P.O. BOX 97 EDWARDS� COLORADO 81632 . 970 926-3373 • FAX 926-3390 • � � R0 P:\TOV05001 \dwg1GCR-shoring repair.dwg , 3/25l2008 3: 10:42 PM, babcock