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HomeMy WebLinkAboutVail Lionshead Filing 1 Block 1 Lot 7 Phase 3 Repairs.PDF � � . � on 5 e� � rc e � ��-. � � o or� o ����,� , - .�� �� � � ��� � � ��� W�E Pro ject No. 2003.1942 ' ��� � � SEPTEMBER 2003 -� General Notes: ,�� General LIONSHEAD III C�NDOMINIUM ASS�CIATION ' 1 . These general notes apply except where otherwise indicated by these drawmgs. New and Existing Privacy Fencinq M r. J e f f B G I � e � - \ Design y .- 2. 7hese drawmgs indicate typical and specific details of the construction. All features of the I . Removal and mstallation of new fencing is required as part of this contract. New fencing shall be similar Code: I 997 Urnform Building Code 3 8 0 E a s t L i o n s h e a d C I r C � E� - construction not specifically ahown shall be of the 5ame type and character as those shown for to the style of the existing fencing. All material� are detaded specification. simdar conditions, sub�ect to approva! by the Engineer. U(�I I � C o I o ra d o 81 6 5 7 2. Contractor is to prov�de the Owner's Representative with options for framing and siding m5talfation, which ' 3. All construction shall be pe�formed in accordance with the local building code. are within the Contractor's contract allowance. 9 7 0 — 4 7 6 — 2 7 0 0 I /�/� : 9 7 0 — 4 7 9 — 9 5 3 6 4. All work shall be scheduled and per�ormed to maintain fire safety at all times, and shall be � coordmated with the Owner's Representative and other on-site contractors for limited Electrical � ' disruptions. I . Removal and replacement of electrical servics shall be "m-kmd". New buried 240 volt, 200 amp service �- 5. Contractor 5hall verify all site conditions, elevations, dimension5, etc. prior to fabricat�ons shali be housed in new 2" URD-PVC, with conn�ts primed and glued with PVC glue. All buried service shall and construction and shail notify the Engineer of arry variations from the contract documents. be watertight. 6. The Contractor shail provide adec�uate shoring and bracing for all structural and architectural 2. The Contractor is respons�ble for informing �nd coordinating for potential loss of service with regards to elements during the repair. 5hormg and bracing must ensure the safety of the structure, and all the individual urnts, and the building or portionsthere of. _ _ _ _ —�-- persons who come in contact with the pro�ect. ' ` -` 3. `xi5ting service, which is buried in the plaza overburden (approximatety 3 to 4 bundles of 3 conduits) wdl - � 7. Contractor is responsible for the protection of the existing pavements and ad�acent finishes need to be removed and replace with new serv�e. The Contract has provided for an allowance. The from damage durmg the course of the repair work. Contractor shall provide rates and backup for t�e invoicing against the allowance. Under no circumstance will -� the Contractor be paid for work that has not been authorized prior by the Owner's Representative. _ 8. Contractor shall promptiy repair damage to the ad�acent pavements, and fmishes caused by � the con:;truction. Repairs of damage shall restore condition which existed prior to the 5tart of 4. Mr. 5am Bishop of Eagle Valley Electrical is iamdiar with both mterior and exterior services (970) " -- -- the work. 5uch repairs shall be made at no cost to the Owner. 827-5772, and can be contacted for the pro�osed work. � C TE INC. � -� ' 9. Contractor to coordmate the location and work times of the kettle with the Owner's WISS JANNEY ELSTNER AS�OCIA S Representative. Efforts w�ll be reauired to minimize the effects of the kettle on the occupants. Patterned and Textured Concrete > > > � Temporary fencing and barricading wdl be required to restrict acces5 to the kettle by the 10881 West Asbury Ave, Suite 1 1 0 Public. I . Contractor to submit shop-drawing indicatin� patterns available and proposed location of control�oints for selection and approval by the Owner's Represe�tative and the Engineer. In addition, proposed finishmg Lakewood, Colorado 80227 I 0. Construction loads shall not exceed the uniform design live load of 50 psf plus the weight techniaues to mmimize plastic cracwng and darr�ge to the water-cement ratio shail aiso be detailed for 72 0—9 62—8 688 FAX: 72 0—9 6 2—8488 of the overburden. Arry damage to the existing structure due to construction overloadmg shali approval by the Engmeer. be repaired at the Contractor's expense. 2. See specification for additional reauirement�. I I . Contractor shall coordinate work on Urnts and the plaza to maintain access mto the buildmg. Temporary closure of stairs, doors, and portions of Urnts shall maintain the fire-safety 3. Crushed rock fdl to be clean and free of deb�is. of the bu�ld�ng and the Urnts at all t�me. Fencing and barricades will be necessary. 4. 5eai all concrete to concrete�oints and con�rete to existmg with backer rod and 5ealant. 5ee I 2. The Contractor i� responsible for obta�ning all permits. specifications. , I 3. Contractor may use on-site utdities. Temporary facil�t�es wiil be reauired, location to be 5. New concrete fmish to provide sufficient rou�hnes5 for pedestrian trafFic. 5ee concrete speafication. approved by Owner's Representative. Pavers (Alternate) - - I 4. The rec�uirements of the latest edition of the "05HA Construction 5tandards" shall be compiied with by ali Contractors and 5uppliers. ! . Slope of new pavers to match 51ope of concrete detaded. ! 5. Any mold discovered shall be properly mitigated by others prior to reconstruction. 2. Replace crushed rock fill with sc�uegee rock for settmg bed. List of Drawings : �' I - Cover Sheet and General Notes 2 - Plaza and Un�t Framing Plan z - � 3 - Plaza and Fram�ng Details ��������� �"' � Communih,r D�velopment � ��" �e�artment ( 1 eh 6u�idin� Safety& In�pcctiotl v TOt;INOF U�IL � s�rv►�es Section 106 4 3, Uc -r.� �u������V���,of Permii P.:e issuanCp � ��8*���n,°of a perri t cr approval pf pl�pg�Sp��ftca�ons and computaUOnS /ti � bhall not be constnc,, to be a pernut for,or an appro�al of, a�y vio(auon oP any of the provice,;c;t��,code or of any other ordmance of H���uYSd��q��, ` " Femvts presum.��t,� �; honty to violate or cancel the p-ov�s�ons of tlug " L�■ Code cr c�her erd.�_ ' �r_�s�:�,c�shall not Le v;1sd �` ��1� ^ce cf a �� y" �^ � ;'�s, specificc;c; ��.1 o,hcr daG1 Shall no�F-_�.�t t'� b..' ; � er*c- �- ���_ „ ,._ f�-' t�=:e�f:cr r^�_n^� t'� coaecuon of o`c- � �^c^r!' � C�-^�-` c ;r 2:.'�,c:f-c-�F-��ertm�beildmg V 2r - . _ ` -' � �=� �' � �'=��� ef t�is cod_cr of � °� t �_n'�,. c� /', ` J INi�i u,��. DATE: ``' v ^ v O � �h�et Number � �../ O ' � - - �� - _ ^ . 0 � � = m U w � � QC m G � (E) CONCREfE DRIVE AND ,. PARKING AREA QN-GRADE � � � O � ��� � � �.� �.,�. �,� � o �<�.�._._� z , F o �� .�, � 5 � �' � r� � ,s� � �`� �` ��.���� ....-; > �- � :�� �r" `� �``.--�" w � ��__. �.,, ,� � � � , .n.�� '��� �� ���.,�' �� �� - � ti �� � , �a � � f( (E) CARPORT r �� ' �� � ` � � ''� t J 9'�� REMOVAL AND REPIACEMENT OF DCISTI NG �� -/� " ���.�' � � F' ''*�,I� ^`"` E � ``,�.,,, � SNOW MELT PIPfNG WfLL 6E REQUtRED fN � �, , �� THIS AREA. CAREFULLY CHIP AROUND AND ��� f , � 4� PROTECf A }2 k.Ef�GTH OF P{PE �ROM � � F� DAMAGE DURING DEMOLITION � �` '°f '� � k�..y% � W SAW CUT � REMOVE (E) SLAB-ON-GRADE � � Q CONCf�ETE ALONG (EJ CONTROL JOIN7 TO SLOPE STRUCTURAL SLA6 � ACCESS STRUCTURAL SLAB BELOW. SEE WEARING COURSE FOR PZOPER Y NOTES BELOW PIAN DRAINAGE, TYP. 2 LOCAIIONS. 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'� CONCREfE STEPS AT ' � ' • ' E - ' . ' ' , , ` i �' , '� , ,-� OTt1EiZS o _ f° , �� �, . . � r e (E) ELECI'RICAL I , , , , , r . ' r. ., ,Y �y �� `` � . � , N -' � - , � � , � ; _ , � EACH (E) DCIT DO�R • -"" � . _ � : • , , � r , ' ` � , ,� , , J '� . . �l�_ • ,, ,i � I , „- _ ..,�-~-.;�.--�.:.,.�,..;�. � CONDUITS - RE i i � ,' `f, � , f � r � �, I .. � . ' � f ! � (E) El.ECTPJCAL �t � , ��� � GENERAL NOTES fe � �,, '. _ , �`` r `� �a � • '', � � � ' �.�' � � ' � ` CONDUI7S - RE: + � f ' I N CONC 4 � , , `;.-;--�'� �-�.,_....�-�>��__, ," �) . �, ;� , �, �'�� �;-� . - , ` ` '� °' ,` ( ) R�TE TO ..__ , . C� � �' g � � � G�N�RAI.NOTES ',��' ` 2x I 2 @ 2x4 LAID �IAT MATCII EXI571NG [ ''. � �f '� t �� � � 4 � , �� ' I � � � I 6" O.0 SLEEPER � a � . • , � ` j ��, I (E) ELEGTRICAL ,��� � O z N � � ' �, t�' ` _ � � EI..EVATIONS,TYP. ', • ,� . • ��� (E) SKYUGFI7 � I ` �� GONDUITS- : ' �' . `; 3 51M � � a � ' , i + �� ' � �� � � RE• GENERAL � ,� ; .. 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PLOOR FRAMING � � �I SHOWN THIS AREA I 3'-6" !5'-O" (7'-0" I 5'-O" I 3'-6" 13'-6" 15'-O" !7'-0" I 5'-O" I 3'-6" � L K J t1 G F E D C � A DATE 9-3-03 LIC�N�NEAD PLAN BYAWN TS z � SCALE: �' = I'-O" � CHECKED BY cMM }-- NOTES. � I. UNITS 3, 4, ANQ 5 WILL REQUIRE NEW FLOOR FRAMING, NEW WA4L SCALE3��s" = 1'-0'� SHEATHING AND REPLACEMENT OF SILL PIATE. REMOVAL OF � E�fISTING CQNCRE7E FLOOR, FRAMING, INSUTATiQN, AND FINISHES � � � WILL BE REQUIRFD PROJ. 2. I�MOV�AND PLUG DCISTING !° @ TUBE FROM PLAZA THROUGH N U M B E R 2003.1942 � F�CISTING STRUCTURAL SLAB WITH SIKA-SET PLUG PRIORTO � INSTALLATION OF NEW WATEP�F'ROOFING. ONE LOCATION P�R UNIT. z 3. REMOVAL AND REPLACEMENT OF PAVEMENT SNOW MELT SYST�M CAN B� PERFORM�D BY AND COORDINAT�D WITH MR. JIM SPAHMEI� O , O� COLORADO WEST PLUMBING 970-926-4353 SYSTEM MU9T BE r ` DPtAINED F'RIOf�TO DEMOLI710N �Pf�SURE TESTED PRIOR TO U � INSTALLATION OF NEW CONCRE7E. � ', 0 � . , _ _ _ ___ ___ __ _ ��.�A � � � � CUT(E)FINISH AT BOTTOM(� fNTEROR CORNER REINFORCEMENT ` OUT5IDE CORNER REINFORCEMENT Y m 0�(E)THRESHOLDI �-�--_.�, �N� (N)�°PlYW00D STEP ! CLEAN SURFACE FREE OF GRANULES. (E) F I F X-F L A S H U N S T E P I M O N O L I T f i I C (E)5 7 U C�0 S I Q I N G. k E M O V E U STRIP-IN WfTH 6°OF BITUTNANE N) I �"PVC CLOSED PfPE VENT �MEMBRANE 6125 A N D l 2�P I A C[A S N E C E S S A R Y 7 0 � � � � MONOUTHIC 115TALL(N) FLAStiING � �p (N) FLASHING T�EXTERIOR. ONE PER � MEMBRANE 6 t 25 FLEX-FLASFi UN CRAWLSPACE(2 PER UNIT). _ (N) FLASHWG (N)SEAlANI'B�AD POCKET - � (N)IXPANSION JOINT FILLER (N)�(�WAII FRAMING ^ v � �LEV�TION TOP OF 5LA6 � � � � � f0 MATCH IXISTING ��TO MA7OCFi IXISTING / � � �< < ` � l ' -� 0 (N)HYDROFLIX 30 � (N) IIYDROFLEX 30 t� , � (N)FLEX-FLASN UN (N) 2x I 2 RIM J015T � (N)FLEX-FIASH UN O NOTE: � NOTE: DRY PACK OPENING BETWEEN W RE. DF7AIL 2/3 FOR (N) PLD(-FLASH F ap �N)�"PLYWOOD � RE. DETAIL 2J3 FOR �N� �'��� F �O LOWER SLAB AND UPPER$LAB. CORNER FIASt11NG DIMENSION VARIES FROM 5 ON � CORNER FLASHING (N}MONOLITHIC (N) 2x I 2 aQ I 6"O.C. (N)MONOLI711iC STEP 2 MONOLITt11C ` EAST END TO 0'ON VI/ES7 END. ZO MEMBRANE 6125 MEMBRANE 6125 MEM6RANE 6125 (N) 5"THICK FLEX-FL.A511 UN �� , . (E)FIU. j CONCRETE 5}AB (N) 5 TI11CK STEP 2 CONCREfE 51AB w FLIX-FlASH UN �' � (N)FILTER FABR{C , (N)FILTER FABRIC � - MONOLITHIC , j (IV) 2°pOLYS7YRENE . '' 1 `�1 '` ' ` ' �`- , ,-* `� ` � MEMBRANE 6 I 25 f � < < (N) 2 POLYST'YRENE _ N;.,,` y~ ._ , x.,,V.. . ` f; , � 11 ',1 f 4', .4^,..- 'x' i ... .. � - � `.,�. - � �� � � � � BOARD AND CRUSHED N �` r r� 80ARD AND CRUSHEI7 " � � � � _ � v � � � ' i � ROCK FILL. HEIGHT , - ' � .• ` : - - �y / � � � . - , _ , � , \, • � ROCK FILL. HEIGHT °`�+ VAfZIES FROM 7"70 _��._ ,.,�_ " _ _ ,_`� -�..� ` ._�_ _ :�•F:_ ' � ` � ' , � ,. VARIF.S FROM 7"TO 2'. h ; � , � t 2'. FIELD VERIFY. `� � . __ r_. �_ __� 1___ _ _ ` � , �., " ,,� , _-_ ` ` < . NN � � >� •. � .. _'i , � ' ' ` \ J J � ~ 3 � f ~ � M F'� � • fM1, _ i , �..'.v Q� tQ \` - ?' l _ _� ` .. (E)POST-TENSIONED SlA6 � , f � , - STEP 3 COAlPlFTELY ENCAPSU}ATE ALL D(POSED REINFORCiNG ' W O STEP 3 COMPL�TELY ENCAPSUTA'fE ALL IXPOSED R�tNFORCING Z (E)POST-TENSIONED SLAB (N) ?�c6 5111 P1ATE IMTH A TOP COATIN6 OP MONOLITHIC MEMBRANE 6125. WITH A TOP COATING OF MONOUTtilC MEMBRANE 6125. � S�E PLAN NOTE 2 ON SI1E�T 2 NO REtNFORCING 5110UID BE LEFT D(P05ED OVERNIGHT. N�REINFORCING St10UlD BE I.�Ff IXPOSED OVERNIGN7. � WALL FLASN I NG DETAI L 2 COf�N EI� DETAI LS 3 DETAC{� ED CAI��'OI�T FLASN I NG 3 SCALE: I �" = I '-0" 3 NTS 3 SCALE: i -�' _ ! '-O" � . NYDROFLIX 30 WEARING COUl2.SE HYDROFI.D(30 0 FLEX-FLASH UN COPPER FLA5f11NG �- FLEX-FLASH UN � FLEX-FLASH F NOTE: �� END Q�5 SETTIN6 BED BI-I�/EL FLp(-FLASFi F a MONOUTHIC WOOD RAIL FENCING NOT FULL DEPTti JOINT t1YDROFL�X 30 DRAIN MONOlITt11C a MEM6RANE 6 I 25 SNOWN FOR CI.ARIN WITH JOINT FIII.PR ����� MEMBRANE 6 I 25 , AND SEALAIVT FLIX-FL/�.SH UN r , - , _ � COPPER CLADDING MONOUTHiC ' , ,�_' . -_� � , _ _ __-� ._< -. , -, ,T� _ (N 5"TF11CK �� � MEMBRANE 612 � . ° (N)50D 70 MATCH �s r.�_�5< � ` , _S�` 4 ~ �` ' 4 �3 Y= ' Y ,';> t' ' NOTE: � °p } - , . (1YDROFLD(30 5 ' ,'`' � -- , ` `-., ;- , � '�. '', �.'`, ':,� `` , t�E WOOD RAIL FENCING NOT � CONCRETE SLAB I _. � _ __ ,_ �- . - - � � � �'_ _ � , �_ � cn D(ISTING ELEVATION ' - � �`M ;, 5110WN FOR CLARITY W e � FLEX-�IA�Ii UN fNTERIOR FINISH ' , _,� ,-, -� � _-_,f -- ; - , _ ,` ,- �._ . , ` , ^' _ __ _ ; - , � (N)FIL"fER FABRfC . . 5 FLOOR FLDC-FLASH F ,, ,> ' > , {. t . , OF WEEP HOLFS � � :� . �_' - _, _:�f- __ "�-� ��, �7 ;, .. �'y°�+ _ ` 'S■' - �� _ � Q- � ,, � INVERT(BOTTOM) N FILTER FABRIC �'` 't; ' . _ • , ` ,' ";�., 1� -� - ,� I°MlN. , , , , � 4 �. _ �f� ,_ �' � r� �, , = °_.- - _ . ' �w _ �, W � FLEX-FLASN F FL X . . . � _ ,G� ,, • :�,`, � - , - � MUST BE LOWEP, ',� r, .. � ,_ -',� � � . � yi���'< < �,� t MIN. v � � MONOLITHIC 6 _ __ � . t . h _ �`' : � . . � r, - TI1AN TI1E BOT'�M ' r ��~ t`� V' ; a Z C? ,f.�_,, - � � ,�. f _ _ ` , ", MEMBRANE 6!25 - OF DRAINAGE ROCK FILL , � - , . • � g � �� �; , = . ' -�,- .. . . ,. � SLOPE � .. _ BOARD. � : � �� '�, � , �' > ��' ,� � � � \ z z � ' N 2 POLY5?YIZENE . :: ,1 . . -. , . - 1 ( ) 6 _ -, � ( ) BOARD AND .� ;� 5"' , _ CURB. NEIGF�IT 1/8 _ (N) 2 POLYSTYRENE , _ , , `. - . _ ,s' • . (N)CONCRETE g p ^' ` . BOARD AND ` ' � <, CUI2B, NEIGHT W Q o CRUSNED ROCK�ILL. . . _,. .�, . _,. . .„ ... _ - .._,. .. _ _.. . w '> m VARIES fROM - = cv _ � _ � __ _ , �_ . ..�_ - _ _ _ _ _ ., _ . , _ N 5 CONC� �< , H n '� CRUSHED ROCK FILL. F y�' _ . 4 Fy Y '�,,� �� "� VARJES FROM Z � - v HEIGHT VAIZiFS � _.. _ �...� �. _ .. ... � .. .. �8"TO 5" CRU5FIED 3 6 MIN. s FROM � 7 TO 2. ° -. _ . _ � Q � > FROM � 7"TO 2°. , , , tiEIGI1T VAR(E5 i ,,,8"TO 5", p � I - ROCK FILL , W Q Z , 3� ROUGt1EN (E} - ��� � ROUGHEN o �� CONCRETE SURFACE �'; � ,�, �� r ' 3� SURFACE BEF'Ol� Q J � � � BEfOl2E PLACING{N) . - , � . Y ' _ PLACING(N)GURB J ' . CONCRETE CURB � � _ • � ` � `• (N?�' 0 ANCHOR � „ ' � , ,.F - (N)�°0 ANC�IOR BOLT �- ' � 80LT WITFi 2�" ,` NO�: CONCRETE DECK `� M EDME T (a3 12" '�j, N EMBEDMENT(a� I 2° " i. REINFORCEMENT SHALL 6E ONE SHE�?EXTENDING A MINIMUM OF 6"BEYOND THE DRAIN FLANGE ON Al1. ' ' , O.C. LOCATE(E)SIAB � ° `�' _ _ � O.C. LOCATE(� ~ __, ., o0 ,., SIDES AND SECURED BY TH�CIAMPING RING TO THE DRAIN.ALL DRA(N5 ARE REQUIRED TO NAVE FlASHING .. P T PRIOR TO y p `" ,+ 51AB P-7 PRIORTO CLAMPING RING AS5EM6LlFS. DRAIN MUST 6E FREE TO INEEP AT MEMBRANE LEVEL. , ` ' � INSTALLING B�LTS TO W U - _ �� - INStALLING BOLTS TO 2. LOCATE P-T PRIOR TO COkING HOI.E FOR DRAIN ' " . AVOID DAMArIN6 P T a A � AVOID DAMAGiNG P T 3. RE: PIAN FOR PIPING 3"M I N. v � J ' 3"M I N. D F l'A I L a Q D O O R (E)PO51'-TENSIONED S1AB SIDE LITE � (E)POST 7EN5lONED SlAB Q � z y � w � a � o � 4 1'LAZA EDGE FLASN I NG 5 I�LAZA FLA5�1 I NG AT D��1�5 6 N EW DCZAI N FLASH I NG � PLAZA �DGE �LASh I NG WITH 5�D W � Z ; 3 SCALE: 3" = I '-O" 3 NTS 3 SCALE: 3" _ ! '-O" �"' � o °z 3 SCALE: 3" = I '-O" - � � oa NOTE: (N)REDWOOD FENCING � W d: ������ A7 51 ! NDITION PLACE TO MATCH (E) i i �" � w rri FlIX-FLASti P CONCRETE SLAB INSTEAp OF SOD . ' ;_f' L (N)4x4 WOOD�NCE P05T 5�M B� Z � E-- � { . I 0 WEEP TUBES �'� IXPAN510N JOINT Flt„!�R "Z � � z MONOUTNIC @�'-0"O.C. , - ✓ - a � � NDTE: MEMBRANE 6 I 25 CAST INTO(N) START BOTTOM OF ; �., .,•�;%�' FLEX- lASH UN SAIR CASE NOT (N)TRAFFIC COATING y � a ¢ • CONCRET'E CURB PENCE I 6 ABOVE � �'�� �'� -� - � ?l�- " - :!�� ` ,�_ , �_� _� -- ' . ; , SMOWN FOR CIARITY •� N z < < , w GRADE. TOP OF (E)OR(N)FENCE P05T BASE , ,i�-�,.'' . ';- `, _ _ ,.� ��:.; _. �, r,�_ . , . , _.; .. ' :-y �,, f;,, . �NCEt1EIGtiTTO --- � , , FLEX-FIASNF y � p�„ � SUPPORT CLFANED PRIMED CONCREf�5lAB UNDER (N)SOD 70 MATCht I'; �,' �;� '�i _ ,� .,;r ?�; ��,, ,�� , '-�..`"�-,� '_. --� "` - _�E`_�' `"; �`s -_- W`- �1�; MATCIi D(15TING. ___,�L== ,-= "' � � 3 , � ' -- � AND PAIN7ED, RE: GENERAL MONOLITHIC CIl2CULAR STAIRS TO R�MAIN � ' ' ` ! NOTES. MEMBRANE 6125 EXISTING EI.EVATION t -" ' ' _ ; �__ �f ,_ �� ,�,.��_,�; . �� _, , , � <�-~� , - ��� --;, ��. - F=, �5;, ,� ,� � f. , �� " ,�'` �'- . "__- " �`<�_.=��� �...� :°�: _:,,._ � - ; � _ i' :` ;'_'�,? ;,�.v:,j ; , �, �t (N)SFALANT POCKETS ' . �, � : `, (E)ANCHOR BOLTS, — (N)FILTER FABRIC �;'-" ` v�- , == _, -=�, >`-- .,�; `,�,,�,` < ± � _ ,,- __, __ ,4; M-, _ Y:; ' ,.� t _ ,, �, ~ _ ;,� ;.,- ,� ��Y ��� 4 t\`� ;; £' ', 5�:�; 5`, ..� (N}Fl4�R t HYDROFLEX 30 -•_^_�.__�_ CLEAN AND INSPECT FOR � �� ,�;.�- _. ;; _ , _ �, _ ; . , _ . � '. ''���.+_FABRIC , CORROSION PRIOR 70 �} � _, , , � � "� �" FLEX-FIASti F ' `�- APPLICATION OF fN) 5'CONCRETE `" _ f� .� , _ r_, Y. ,' ..: ' .' ' (N)2"POLYSTYRENE , ' ,;; `"-(, n,' J ; ^ �.�=� �._ :� , z ` ' ;" (N)CONCRETE ' ������ ,�--' ' WATERPROOFING. DFl"AIL IXIST NG ELEVAT ONS 'f , " - x -.'�c,�CURB, F1EtGt1T; MONOLlTHIC \\ BOARD AND � `' y'� l* . � � � �. �_ � ` VARIES FROM ;-° MEM6RANE 6!25 � - � AROUND ANCtiORS. � - " � CRUSIIED ROCK F(LL. � ., _._ ' _ � ._ . �_ � � ._ �, _._ 4 � . r� (N) FILTER PABRIC \ � , N `. .' ��� _\ `. - ` - , _ HEI6HT VARIES . __ . _ . _ . . _ . __ _ __ . _ _ �. _ ,1 `, �8"TO 5"j , , • _ FROM 7"TO 2". � °� - � ` <„��} (N)5"CONCRETE , f� r �'%'� f ` ' �'�;'t SlA6 TO MATCH � ` {�� ' • �� - � � ` ' " . T � - " . ,;,�'�", IXISTING ELEVATION (N) 2'POLYSTYRFNE �, °},., < _ , _ � �5 ' > ` -�� .. � . BOARD AND �' f� � '� -' - � , ' ` , , •.�',.(N)ROCK , C USHED � N� <<. _ . w , , � . �... �_�. ._ ,{ , ^ ! , (N) FILTER FABRIC R ROCK flll. N I ._ ...,� . w ^ __... ... �._ `�' " t1EIGfiT VARIES �. _ ,..^ . °r �, .. �ROM ��°ro 2°. DATE � �_ � , ',` ' ,,s,: , , r — �, - ,,`,_ , ` . . - , :' ` , , � , . 9-3-03 y ° ,._ , `; ' � ` (N) 2'P�LYSTYRENE - ` ` � �.� ,.; � ' - • � , r " , �� ' � _ D RAW N , � � BOARD AN D ,� '� �l `�� , �`� '�>,_.' , .�� � , 3�� B Y TS z - „ �. � V _`r ; ., CRU511ED ROCK FILL. "� - -_ -. •5 . , . • , : — " �, tiEfGfiT VARIFS O •�'> � t� - FROM �°TO 2°. � , CHECKED I - `' � �" _ - � � � � `0 � - • BY CMM ,., - - , , . . „ . � � - . . i } t; l. 4 1 I I r � � � � , � U (�7 P05T TEN510NED SLAB •'� ., ` '`' ' ' _ ' ' ' - � - _ :} , �� LJ ,. __, SCALE3��6�� �'-o" � (N}�'ID ANCHOR 60LT WITH 2�"MIN. EMBEDMENT @ i 2"O.C. DETAIL WATERPROOFING � �;- .`' j% � " _; , " PROJ. � AROUND ANCHOR. LOCATE(E)SLAB P-T PRIOR TO ` INSTALUNG BOLTS TO AVOID DAMAGING P-T ., N �_ � c0 l ,'` , (E�POST 7�NSIONED SLAB � N U M B E R 2003.1942 (E)C�NCRETE WALL ` � .:. ` ' ' � �j � � � - ., o s (6 POST-TEN510NED SLAB I O TA I 1� F LAS h 1 N G S EDG� �LAZA FLA5�1 I NG � 3 a SCALE: 3" _ ! '-0" 9 �'05T BA5 E �LAS H I N G 3 SCALE: 3" = I '-0" O 3 SCALE: 3" _ ! '-0" � . 4 � �+�� \ . � . � on5 ea � rce a � o ora o , WJE Pro ject No. 2003.1942 SEPTEMBER 2003 General Notes: , MINI M IATI N LIONSHEAD III COND� U ASS�C 0 General � I . These general notes appiy except where otherwise indicated by these drawmgs. New and Existing Privacy Fencmg Design M r. J e f f B a i l ey � 2. 7hese drawmgs indicate typical and specific details of the construction. Ail features of the I . Removai and mstallation of new fencing is re�uired as part of this contract. New fencing shail be similar Code: I 997 Urnform Building Code 3 8 0 E a s t L� o n s h e a d C i r c ( e ° construction not specifically shown shall be of the same type and character as those shown for to the style of the existmg fencing. All materials are detaded speafication. simdar conditions, sub�ect to approval by the Engineer. V G I C o I o r a d o 81 6 5 7 2. Contractor is to pro�nde the Owner's Representative utnth options for framing and siding mstallation, which ' 3. All construction shall be perFormed in accordance with the locai bu�idmg code. are within the Contractor's contract allowance. 9 7 0 — 4 7 6 — 2 7 0 0 I /�/� : 9 7 0 — 4 7 9 — 9 5 3 6 � 4. All work shall be scheduled and performed to maintain fire safety at all times, and shall be ti coordinated w�th the Owner's Representative and other on-site contractors for limited Electr�cal � disruptions. I . Removai and replacement of electrical service shall be "in-kind". New buried 240 volt, 200 amp service ^^ 5. Contractor shall verify ail site conditions, elevations, dimensions, etc. prior to fabrications shall be housed in new 2" URD-PVC, �nnth connects primed and glued with PVC glue. All buried service shall `d ) and construction and shall notify the Engmeer of any variations from the contract documents. be watertight. ^ .v 6. The Contractor shall provide adeauate 5horing and bracing for all structural and architectural 2. The Contractor is responsible for informing and coordinating for potential loss of service with regards to elements during the repair. 5horing and bracing must ensure the safety of the structure, and all the individual units, and the building or portions there of. persons who come in contact with the pro�ect. 3. ExiSting service, which is buried in the plaza overburden (approximateiy 3 to 4 bundles of 3 conduit5) will - 7. Contractor is reaponsibie for the protection of the existing pavements and ad,Jacent finishes need to be removed and repiace with new service. The Contract has provided for an allowance. The � from damage durmg the course of the repair work. Contractor shall provide rates and backup for t�e invoicing agamst the aliowance. Under no arcumstance will the Contractor be paid for work that has not been authorized prior by the Owner's Representative. 8. Contractor shall promptly repair damage to the adjacent pavements, and finishes caused by the construction. Repairs of damage shall restore condition which existed prior to the start of 4. Mr. Sam Bishop of Eagle Valley Electrical is amiliar with both interior and exterior services (970) the work. Such repairs shall be made at no cost to the Owner. 827-5772, and can be contacted for the proposed work. 9. Contractor to coord�nate the location and work times of the kettle with the Owner's V Y IVV, JAN�IEY, ELSTNER ASSOCIATES� II V�. ^ Representative. Efforts wiil be required to mirnmize the effects of the kettle on the occupants. Patterned and Textured Concrete Temporary fencing and barricading will be reauired to restrict access to the kettle bythe 10881 WeSt Asbur Ave, Suite 1 1 0 Public. ! . Contractor to submit shop-drawing indicating pattern5 available and proposed location of control�omts for y selection and approval by the Owner's Represe�tatwe and the Engineer. in addition, proposed finishing Lakewood, CO101"ad0 80227 I O. Construct�on loads shall not exceed the uniform design live load of 50 psf plu5 the weight techniaues to mmimize pla5tic cracking and darrage to the water-cement ratio shall also be detailed for 720-962-8688 FAX: 720-962-8488 of the overburden. Any damage to the existing structure due to construction overloading shall approval by the �ngineer. be repaired at the Contractor's expense. 2. See specification for additional requirements. I I . Contractor shall coordinate work on Urnts and the plaza to maintam access mto the building. 7emporary closure of stairs, doors, and portions of Urnts shail maintain the fire-safety 3. Crushed rock fill to be clean and free of deb°is. of the budding and the Units at all time. Fenang and barricades �nnll be necessary. 4. 5eai all concrete to concrete�oints and corcrete to existmg with backer rod and sealant. 5ee I 2. The Contractor is responsible for obtairnng all permits. specifications. I 3. Contractor may use on-site utilities. Temporary facdities will be required, location to be 5. New concrete fmish to provide sufficient ro�ghness for pedestrian trafFic. 5ee concrete apecification. approved by Owner's Representative. Pavers (Alternate) I 4. The reauirements of the latest edition of the "05HA Construction 5tandards" 5hall be _ complied with by all Contractors and Suppliers. I . 51ope of new pavera to match 51ope of concrete detailed. I 5. Any mold discovered shaii be properly mitigated by other5 prior to reconstruction. 2. Replace crushed rock fdl w�th sc�uegee rockfor setting bed. List of Drawin s : g I - Cover �heet and General Notes 2 - Plaza and Unit Fram�ng Plan z a 3 - Pfaza and Fram�ng Deta�is -- � � � � � � Z � � Sheet 1�umber �/ O � _ _ _ _ � � - � � = m U W � � Q CO � � (E) CONCRETE DRIVE AND PARKING ARPA QN-GRADE � �'�WN OF VAPL ° DESIGN RE�1� � 0 STAFF APPROVq� w � DAT�:__ o Z z - " -_.._„� o �7�FF: „�`s � � w � � � a � � � �� �� � � � � � (E) CARPORT ��f � �4 4'`� � REMOVALAND REPIACEMENT OF DCISTING � � ��" 1 ���'�� �r � ") "' ,i��� �°�,, _ �`v_M1 � >�.�.�- .-- ._-W-�--.-�-------�..�. SNOW MELT PIPfNG WfL�BE REQUff�D tN t y �, °� ,,�' �,' ,�'. '� ',---�__ �.. 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REMOVAL OF F�fIS71NG CONCRECE FLOOR, FRAMING, INSULATIQN,AND FlNISFtES " � WILL BE REQUIRED PROJ. 2. �MQ�E At�D PLUG IXISTING 1° (1S TUBE FROM PI�,ZA THROU�H N U M B E R 2003.1942 � F�CISTING STRUCTURAL SLAB WITH SIKA-SET PLUG PRIORTO � INSTALIATION OF NEW WATERPROOFING. ONE LOCA710N P�P�UNIT. , 3. REMOVAL AND REPLACEMENT OP PAVEMENT SNOW MELT SYST�M z C�tN 6� P�I�FOI�M�D BY AND GOORDINA7ED WI7H MR. JIM SPP�HMER � OF COLORADO WEST PLUMBING 970-926-4353. SYSTEM MUST BE DRAINED FI�IOf�70 DEMOUTION �Pf�E55URE 7F.�TED PRIOR TO U INSTALlA710N OF NE1N CONCREfE L.L O � _ - i - ���� � � GUT(E) FINI5F1 AT BOTTOM fNTERIOR CORNER RElNFORCEMENT OUTSlDE CORNER REINFORC�MENT � m OF(E)THRFSHOLD�.�� (N) (N)�"PLYWOOD STEP ! _ CI.EAN SURFACE FREE OF GRANULES. (E) F I�X-F I A S H U N STEP I _I M O N O LI T H I C (E)S 7 U C C 0 S I D I N G. R E M O V E U ~ I MEMBRANE 6 I 25 AND REPLA�AS NECFSSARY TO w STRIP-IN W(TH 6°OF BITUTt1ANE (N) I�"PVC CLOSED PIPE VENT MONOUTIIIC idSTALL(N) FLASIIING Q m {N) FLASHING TO EXTERIOR. ONE PER _ MEMBRANE 6125 FLEX-FLA5F1 UN � CRAW15PACE(2 PER UNfT�. _ (N) FLAStiING (N}SEAlAM'BEAD POCKET - � (N)D(PANSION JOINT FILLER fN)�(�7 WALL FRAMING ^ v � ELE1'ATION TOP OP 5LA6 � v < < � TO MA7CN IXISTING El.�/ATION TOP OF SLAB ' , � < < ` TO MATCH IXISTIN6 � v� � (N)HYDROFLEX 30 ' • � (N)t1YDROFLIX 30 � � t (N)FL.EX-FLASIi UN (N) 2x I 2 RIM JOlST � � (N)FLFX-FIASfi UN � (N)�"PLYWOOD � � N��` �N�FL�X_flASh F DRY PACK OPENING BETVI/EEN iU N07E: RE. DETAIL 2/3 FOR co LOWER SLAB AND UPP�R SLAB. RE. Dt?AIL Z/3 FOR M)�-FLASH F � � _ � CORNER flA5F11NG (Nj MONOLITIiiC (N) 2x I 2 aQ I 6"O.C. CORNER FIASIIING (N)MONOLITHIC DIMENSION VARIES FROM 5 + ON STEP 2 MONOLlT111C "` EAST END TO 0'ON N�T END. z MEMBRANE 6 I 25 MEMBRANE 6 I 25 MEMBRANE 6125 0 (N) 5"THICK ST�2 FLEX-FLASH UN (N) 5"THICK � (E) FILL CONCRETE SIAB W CONCRETE 51AB - FLEX-FlASH UN � , " (N) FILTER FABRIC * � (N) FILT�R FABRIC � r - MONOLITHIC � � s . �� � MEMBRANE 6125 , �`� '�,� � , � `� �A �� f� � �� , _ � � (N) 2"POLYSIYRENE �l '�`� _ (N) 2 POLYSTYRENE �, ° ., ' . ' , , J'�; ',� ' `_' �� � -- � � � ` BOARD AND CRU5t1ED iv �. ° '_``V„�4 .�-w _ ..�� � �x.,_y V_ , __ _ �r�_ r 3 80ARD AND CRUSHEq r � - . . �� � ' , -- ' .. ,� � " - - � - = ROCK FILL. t1EIGHT -}' � � • s'��- � \' `" � ,y / � ' � , � ROCK FILL. NEIGHT _ _ i • , � VARIES FROM � 7"70 N _ _ ' � �_ _ -.-.�� . :�a., . �r ' � ' , ., VARIES FROM 7 TO 2 . , y., _ <�_ � � s _ t '2`. F�ELD�/ERIfY. _� _� . _,_ __ . _. -.`_. _ ` � �" .. ' ` A_ ` � �� l a0 _: " ' " '" �_�_` "- , r , � -' ° `�,., - t �� a �o �� - , . .. , _ , , t � _ �o ' - o Y {E)P05T-TEN510NED 51A6 # � 4 _ .., STEP 3 CO�1PlETELY ENCAPSULA7E ALL D(PaSED REINFORCiNC 57�P 3 COMPLETELY ENCAPSULATE ALL D(POSED REtNFORCING ' w O (�POST-TENSIONED SIAB (N) 2x6 SILL PIATE IMTH A TOP COA7ING OF MONOLITHIC MEMBRANE 6125. WtTt1 A TOP COATiNG OF MONOLITHlC MEMBRANE 6125. � z SF�PLAN N07E 2 ON St1EET 2 NO tEiNFORCING SHOULD BE LEFT E°�(P05ED OVERNIGHT. Np REINFORCING St10U4D BE I.EFf D(P05ED OVERNIGHT. , WALL FLASH I NG DETAI L z COI�N EI� D�TAI LS 3 DETACN ED CAL��'�f�T FLASN I NG 3 SCALE: ! �" = I '-O" 3 NTS 3 SCALE: i �' _ ! '-O" � NYDROFLDC 30 WEARING COURSE HYDROFLEX 30 � FLEX-FI.ASH UN COPPER FU�.SHING � FLFX-FLASH UN � NOTE: WITti END DAMS SETfING BED BI-LEVEL o FL�(-FIASti F DRAIN FLIX-FLASti F ,� � MONOLJTIIIC WOOD RAIL FENCING NOT FULL DEPTIi JOINT HYDROFLEX 30 MONOlJTHIC MEMBRANE 6 I 25 SHOWN FOR CIARITY WITH JOINT FILLER ���B� MEMBRANE 6125 0. AND 5f_ALANT FLIX-PLASH UN � ` � COPPER CLADDING MONOUTI1iC ` y '^ w." -.� --' , - -` , "- ' " - ,="w=_ " =_ _"� w : y N 5"7HICK � ' , � ; S��`= -, ,~ ,' _�, Y`, j W'' '�'�� ' ,y� , yV- '-'� - � '{� +� WOOD RAIL F�NCING NOT � � } - , tiYDROFLIX 30 MEMBRANE 6 I 25 (N)S�D TO MATCH , , ` , : , F � CONCRFTE SLAB ' I D(ISTING ELEVATION ` =;- _' Y' � -- ,, ' ` ; `�'- 'M" ' ' � _� - ' � � ;�, ' -` � SI10NM FOR CLARITY (� � tn FL�X-FIASH UN INTERlOR FINISN PLD(-FIASti P � INVER7(BOTfOvI) , = "- -_3 _ _ _ " - .y - J"�` '"= ^ > - , - W e � (N)FIITER FABRIC ., x `._'n�, .�i _'_�y __ . _ ''_ __ :_,��� �t_ � � _ '� . , ` � '��_ F' N � cn ,} 5' ° FLIX-FLASFi F FLOOR , , � ,, ,,,�, �, . . OF WF�P HOLFS (N) FILTER FABRIC ' - `, _ �' ,,,__ E` -� __ 5��~ " _ � � °- , y I MlN. , _;; � -'�,. ,,' , 1� - - MUST BE LOWE� ; ^ �, a �} , �,` `�2• �M� , � . _ �,;-_ _ ��, � , _ I MIN. �, w � ` MONOLITt11C � . , _ � . _' _ `�' .� _ r \�` ` � � � THAN THE BOT10M ';V_ ^. ' � � . ' . Y��� �'�--,,,� �i� . � ` '� � � Z _ , ,_��,, - ; . � .'1�,' � � ' . � MEMBRANE 6125 6 . ;��, >_ � , OF DRAfNAGE ROCK FILL , -,` , _ a .,� � � ' r , - , _ ` g o ��. , �ih;, . _. - _ �A�`� f . � r� - � a z a � (IV}2°POLYSTYRENE , , ", �j:%.`_ � 4 �'' , - � (N)CONCRETE 6 S�PE � BOARU. tN) 2'POLYSTYRENE -, , ' '� � " ' � _ _ . � , � ' ' . (N)CONCREfE � g O pJ BOARD AIYD ,� � � �; � ��:" ' - ' ' CURB, NEIGHT 5"CONCRETE BOARD AND `' ,-� r`" +. ' _ '� : CUi�, HEIGHT W � v o CRUSIIED ROCK FILL. N -- . __ . __ .. .,. �__ . __.��,._ ��...'.��,. ;�__. . . . _ . " m VARIES FROM g�qg ;.�-- , � = CRUSHED ROCK PILL. � _ � ��:;. _ __ _ � _ ____ , __ . _ _ ;�,,�� �_ ., m VARJES FROM Z � _ c� HEIGIIT VARIF� � __� .. _.. _ .,_ � _. . ... .. �8"TO 5" CRUSHED , 3" ' 6° MIN. . NEIGFIT VARIE.S . . . _ . ._ � . .�_ �8�"TO 5" .. FROM �7 TO 2 . ROCK FILL ' FROM -- 7 TO 2. - = z � j , 3 ROUGHEN (E} , W Q c=i� Y� • CONCRETE SURFACE ,�- 3�� v'`= ' A, ,. � 3�� ROUGHEIJ a O � SURFACE BEFORE N� -� ' � BEFORE PlACING(N) , ,; ,. , ` � PLACING(N)C:URB � ' ' � CONCRETE CURB ,, " ' = ' " < . � " � ° (N?�'f�ANCHOR � � ` - , � (N)�0 ANCriOR BOLT �- ' 80LT WITH 2 CONCREfE DECK � � i�� ■ �, WITH 2� MIN. EMBEDMENT� I 2° } NO�: , ., EMBEDMENT Q 12" = N -% C°3 I. REINFORCEMENT 5HA11.6E ONE SNEEf EXTENDING A MINIMUM OF 6 BEl'OND THE DRAIN PLANGE ON Al.l. O.C. LOCAT�(E)SIAB � � `' _ _ O.C. L O CA T E(� SIQES AND SECURED BY THE CLAMPING RING TO TI1E DRAIN.ALL DRAINS ARE REQUIRED TO FiAVE FLASHING ! `" �' SLAB P T PRIORTO '' -� � CLAMPING RING ASSEMBLlF�. DRAIN MUST BE FREE TO WEEP A1'MEMBRANE LEVEL. ' NSTAW G BOLTS TO W �U • INSTALLING BOLTS TO 2. LOCATE P-T PRlORTO CORING NOLE FOR DRAIN � `� F' � AVOID DAMAGiN6 P T � 3. RE: PIAN FOR PIPING AVOID DAMAGIN6 P-T a g � 3"MIN. D�TAIL(a3 DOOR (E)POS7 7ENSIONED S1A6 �Q 3"M I N. � J 51DE LITE (E)P05T TENSfONED SLAB W�, Q � z y a w Q 4 �'LAZA �D G E �LA5 H I N G 5 F'LAZA �LA5�1 I N G AT D O U�S 6 N E1N D IZA I N F LAS�1 I N G � 1�LAZA E D G� �LA5 h I N G W I T N S U D � w � � 3 SCALE: 3" = i '-O" 3 NTS 3 3 SCALE: 3" _ ! '_O" � � � o SCALE: 3" _ ! '-O" j w � a NOTE: (N) R�DWOOD fENCING � � �t' HYDRO�LIX 30 70 MATCH (E) i � �," � � M AT SIMILAR CONDI710N, PIACE FLIX-PLA,SIi F CONCRETE 51.AB IN57EAD OF 50q . `_=/'. ,= - ! (N)4x4 WOOD FENCE P05T SEALANT BEAD W �'' Q � 1 0 WEEP TUBES �f MONOUTHIC (a�'-0"O.C. . 1� : D(PANSION JOINT FlLI.PR Z � � Z MEMBRANE 6 I 25 CAST INTO{N) START 607TOM OF r � NYDROFI.EX 30 'a � CONCRET'E CURB FENCE I 6"ABOVE �- �P "j �� ' FLF�(-FLASH UN R'IR CASE NOT (N)TRAFFIC COATING ' � N z .� �.-' , T�� _ �t_ ,� ��, °,, _ ,. , GRAUE. TOP OP ' , (E)OR(N)FENCE POST B�ISE y � ' , _,µ ` `,< <s' `� -" �;-.°� ,� ,��r i". � ;`s, . ;'��_ ;'- , _ , t..- ,� .. ,- m ,;,-N. - . - - FENCE f1EIGfiT TO , �, �,� SUPPORT, CLEANED, PRIMED 910WN FOR CLARIIY y � g ¢ (N)50D 70 MATCht I-�,,4:� ~ . , " ,`�.,- ,1�'���. ,_� ..�, - .. � .' y , t'--- ` ` - MATCIi EXISTING. __- -'` FLD(-FLASH F CONCRETE 5l.AB UNDER � � �. _ ;'. _ . �� s,� s + ;_ -,_ _'� - _ . . _- _ ;�' ; ,�-•�`==- --- AND PAINTED, RE:�ENERAL �(ISTING EI.�VATION l- _ , '; Y'; .- _�;' ��,._ ;�, �� � ;� __-r ` - �; , t. ' f; ,, `;' A ;; . - MONOLITt11C CIRCULAR STAIRS TO REMAIN � ^� �'-�_--:' -'' -, r - - ?` - �r, � °'� ' . .;;,._' � �; _ 7, � ��;__ ��'t� ;,'-�-;; �, ;,; ^ =�.� , (N)SEALANI'POCKETS ', ;-, , - ; / NOTES. MEMBRANE 6 I 25 (N) FILTER FABRIC �s __ :_== LL_ `:'_; _--�x ` ; ���, w���{l� "� �: ` - ` _��5�' - - '`� � - � . - : , , - (E)ANCt10R BOLTS, — ,�: ` s y' ` ',, �'" -`-'-��""` -C\ CLEAN AND iNSPECT FOR � `" _ ;` _ ,,�F__t' -� ` _°�,: " - - �;,; , . � (N}FlLT�R HYDROFLEX 30 -•- - - -- �� �� ' =z, � -_t -- :,` s,;t ._ _ :�- ----- - --- _ ,� �; _. a, _ �� _ ;' � , ` FABRIC � CORROSION PRIOR TO ^ -'�'- . _ , , � . � " '' FLEX-FIASti F ' ; . _ APPUCATION OF (N)5"CONCRETE `�' , ' ' - � �- `� � `�- (N)CONCRETE ' 's '� WATERPROOFING. DETAIL SLAB TO MATCti , (N)2"POLYSTYRENE f '+f .' _ ` :, � , ', � t,•` Y ' '', t .r '; ; { MONOLITIIIC �,�� '� . • WATERPROOFING IXISTING ELEVATIONS � BOARD AND � � = �' . '$�- : ' " � , � -'r� CUR� HEi6NT:,y , �� , , , , � MEMBRANE 6125 ` AROUND ANCNORS. CRUSNED ROCK Flll. � , , -• , - - - �--� . .-- � _. _ F , ,. VARIES FROM , ` �' (N) FILTER FABlZIC i� . '���� ` tkt^ � �, :r, �8°TO 5", , , . , � ` ,� HEIGHT VARIES � - . . _ _. _� . _ __ _ _ , . _ . _ _ _ _'' � V ,. J ` ,y,.} {N)5"CONCRETE � � �ROM M 7"TO 2". � �� . , fi , `'�'� � �`,,' SLAB TO MAtCIi , , r, , • _ _ , ; • -, , - - :Y . ,V- - . � �: DtISTING ELEVATION (N) 2"POU"5TYRENE �',., - , . , < , . , ' ,, ' N ROCK � BOARD AND .� ;, ,, - ° - � . , -, _ � - , ` , >> "'� t � . (N) FILTER FABRIC " CRUSHED ROCK FILL. N �- - < . w-� ° . . . .�- --.- • , . - T-' � �, - ., HEIGtiT VARIES � � w.� _._ _._ k._ .... r . � -- . - � FROM ��°To z°, DATE _ - _ - .,� ,= �,� , , ,, , ;_ .� , .. , ,. _ `Q ° `,�s , :� _ , � �N) 2'POLYSTYRENE ' .-` � � ._ � ,. �' , , , , ; , � - : � :�r • � , , ' 9-3-03 ,_ - , . „ � BOARDAND � . �. �, }- .-,; .,%r,,�54 , , s,~,. , . , , � s° , '� DRAWN � . � f. _� � ,.,- , -� CRUSHED ROCK FiLI. N , . -- , ,` - , � ; °, , . , , . _, _ . BY , � , � � ; , ,Y•,` . � tiElGtiT'VARIES ° - - , TS O , -> � t� � ��� ` F�oM ��°ro 2°. � � , � , C H EC K E D , , 1 �5�' , � ,�' � � , � � � BY - '- � � � � CMM r �:2 . , � ' t, � � f � � f � ; � t � U (E)P057-7ENSIONED SLAB •� ,� ;•�} { .°`�, LJ � ` LJ . � �' � ` _ SCALE3/�6" = 1'-0" � � � � , , (N)�'0 ANCFiOR BOLT WI7F12�"MIN. . � ' ` -J � ' � ��� � . , EMBEDMENT Q i 2"O.C. DETAIL WATERPROOFING z ``�'y "�� � � AROUND ANCNOtt. LOCATE(E)SIAB P T PRIOR TO � ��+�`'` � ' � PROJ. � I N S T A L U N G B O L T S T O A V O I D D A M A G I�1 6 P T N ' '� �"' � `l ' (E)POST 7ENSIONED SLAB N U M B E R 2A03.1942 r{� �� � , V J (E)CONCRET�WALL � � , { �t` , � � - �r� � s» � o - . U 8 �D G� P LAZ A F LA5 N I N G t�PosT-TENSIONED SLAB � o TA I l� F 1�5 t11 N G � 3 4 SCALE: 3" _ ! '-4" 9 F'OST BA5 E F�LA5 H I N G 3 SC�LE: 3 = I -0 3 SCALE: 3" = 1 '_0" ' O ll_ � � � - �- - -- -- �� --- ---- -- - -_ _____ , \�d. � . � on � ea � rc e a � o ora o , WJE Pro ject No. 2003.1942 SEPTEMBER 2003 GeneralNotes: LIONSHEAD III C�NDOMINIUM ASSOCIATION General I . These general notes apply except where otherwise indicated by these drawings. New and Existing Privacy Fencinq pesign M r. J ef f a � ey 2. These drawings indicate typical and specific details of the construction. All features of the I Removal and installation of new fencing i� required as part of this contract. New fencing shall be similar to Code: I 997 Uniform Building Code 3 8 0 Ea s t Li o n s h e a d C i rc I e construction not specifically shown shall be of the same type and character as those shown for the style of the existing fenang. All materials are detailed specification. similar conditions, sub,Ject to approval by the Engineer. Va � � , C o I o ra d o 81 6 5 7 2. Contractor is to provide the Owner's REpresentative with options for framing and siding in5tallation, which 3. All construction shall be performed in accordance with the local building code. are within the Contractor's contract allowarce. 9 7 0 — 47 6 — 2 7 0 0 FAX : 9 7 0 — 4 7 9 — 9 5 3 6 4. All work shall be scheduled and performed to maintain fire safety at all times, and shall be coordinated with the Owner's Representative and other on-site contractors for limited Electrical disruptions. a L�C�1 CI�L I . Removal and replacement of electrical service shall be "in-kind". New buried 240 volt, 200 amp service shall �� ���,�, ;����`�� 5. Contractor shall verify all site conditions, elevations, dimensions, etc. prior to fabrications and be housed in new 2 URD-PVC, with connecta primed and glued with PVC glue. All buried service shall be « � construction and shall notify the Engineer of any variations from the contract documents. watertight. , �. The Contractor shall provide adec�uate shoring and bracing for all structural and architectural 2. The Contractor is responsible for informng and coordinating for potential loss of service with regards to the elements during the repair. Shoring and bracing must ensure the safety of the structure, and all individual units, and the building or portion�there of. persons who come in contact with the pro�ect. 3. Existing service, which is buried in the p�za overburden (approximately 3 to 4 bundles of 3 conduits) will -�---A 7. Contractor is responsible for the protection of the existing pavements and ad�acent finishes need to be removed and replace with new service. The Contract has provided for an allowance. The y from damage during the course of the repair work. Contractor shall provide rates and backup or the invoicing against the allowance. Under no arcumstance will �'� the Contractor be paid for work that has n��t been authorized prior by the Owner's Representative. ` 8 Contractor shall promptly repair damage to the ad�acent pavements, and finishes caused by the construction. Repairs of damage shall restore condition which existed prior to the start of 4. Mr. 5am Bishop of Eagle Valley Electrical i5 familiar with both interior and exterior services (970) the work. Such repairs shall be made at no cost to the Owner. 827-5772, and can be contacted for theproposed work. - 9. Contractor to coordinate the location and work times of the kettle with the Owner's WISS JANNEY ELSTNER ASS�CIATES� II VV. �� Representative. Efforts will be rec�uired to minimize the effects of the kettle on the occupants. Patterned and Textured Concrete > > Temporary fencing and barricading will be required to restrict access to the kettle by the Public. 10881 West Asbury Ave, SUIt@ 1 10 I . Contractor to submit shop-drawing indir�ting patterns available and proposed location of control�oints for I 0. Construction loads shall not exceed the uniform design live load of 50 psf plus the weight of 5election and approval by the Owner's Rep�esentative and the Engineer. in addition, proposed finishing Lakewood, Colorodo 8�227 the overburden. Any damage to the existing structure due to con5truction overloading shall be techniques to minimize plastic cracking anddamage to the water-cement ratio 5hall also be detailed for 720-962-8688 FAX: 720-962-8488 repaired at the Contractor's expense. approval by the Engineer I I . Contractor shall coordinate work on Units and the plaza to maintain access into the building. 2• See specification for additional requirerrents. Temporary closure of stairs, doors, and portions of Units shall maintain the fire-safety of the � � building and the Units at all time. Fencing and barricades will be necessary. 3. Crushed rock fill to be clean and free of debris. s c a 9 a �f A o�� s � m I 2. The Contractor is responsible for obtaining all permits. 4. 5eal all concrete to concrete�oints anc concrete to existing with backer rod and sealant. 5ee o �: specifications. /j A m � 3���� �'s�� '. �. Contractor may use on-site utilities. Temporary facilities will be required, location to be � �O m. o�.�,`L% approved by Owner's Representative. - 5. New concrete finish to provide suffiaent roughness for pedestrian 1:raffic. 5ee concrete speafication. 'r omeaO°Oa�o� �.``� � �`�'S�Q N�1.��;� " truction Standards" shall be PaverS (Alternate) ��� I 4. 7he requirements of the latest edition of the 05HA Cons complied with by all Contractors and 5uppliers I . 51ope of new pavers to match slope of toncrete detailed. I 5. Any mold discovered shall be properly mitigated by others prior to reconstruction. 2. Replace cru5hed rock fill with sc�uegee rock for setting bed. List of Drawings : I - Cover Sheet and General Notes 2 - Plaza and Unit Framing Plan z 0 3 - Plaza and Framing Details -- — F�ECE1�lED � APPRO�!/�D � Communiry Development ' ' �„ Department SEP 1 1 2003 � �'► Building Safety& Inspection � TOtJNOF vAIL seN��es �°ov_co�.D�v. � Section 106.4.3,Uni:�cm BdWio�C0�Validlt�a[PermiG'fhe issuance orgrannng of a pernut or appeOVal�pLof,epOCIBCidons and computanons � thall not be conswed to be a petfnit fo�C[as apploval of.any v�olanon of �ny oC the prov�sions of tlus oode a of ary 0l�f dedimnce of the�unsd�ctioa r��W n ���,dl� � Permrts presummg to grve aut6ority t0 vbWO 0�CmCtl the provis�ons of thit code or other ordinances of the jutisdicxion�Mil not be valid. The issuance of a permit bazed on plans.tpeoi6cations and other data shall not prevent the buildmg officia! from thetsafter requinng the correcdon of � ���� ,� � ��� Z errors��smd plans,speciFcafions�and other data.or from preventmg buildmg oper��ons bcmg camed�on thereunder when ut violation of ttus code ar of any�'cr cr�manc o this�uns ct�on /� O � V =' � �- ���`�� INITIALS. DATE. � , Sheet Number , �/ ���� O u� . � � � , ��� = m � U � w .�,.�.,,,..�� - � � �- '� �i � � Q CD '� -1 , � - � --�-- � (E) CONCRETE DRIV�AND __ -- � �� � � PARKI NG AREA ON-GRADE ` '—�---__����� � � O , U w � Z O U� > W � � � � (E) CARPORT ��� REMOVAL AND REPLACEMENT OF IXISTING �� � SNOW MELT PIPING WILL BE R�QUIR�D IN THIS AREA. CAREFULLY CHIP AROUND AND PROTECT A !2" LENGTN OF PIPE FROM DAMAGE DURING DEMOLITION ' • ° w 5AW CUT � REMOVE (E) SLAB-ON-GRADE Q CONCRETE ALONG (E) CONTROL JOIN7 TO SLOPE STRUGTURAL SLAB � � ACCESS STRUGTURAL SIAB BELOW. SEE WEARING COURSE FOR PROPER NOTES BELOW PIAN. DRAINAGE, TYP 2 LOCATIONS RE GENERAL NOTE.SFOR SIM w O I 2" � 3 SIM. PREPARATION AND NATERIALS 8 3 3 8 � Z � — — — — — — — — — — — , (N) DRAIN (E) STAIR TOtNER 3 , TO REMAIN � — _—_ — _— _— _— — — — � — — — — — — — — . -�— -- — � ' - . � . � --�- -- � - � —- = -- -- - -.— -- — = �--�- -- .,� =+ - -- ` � - — t� �.—' , . �_� —._� �� � � �- _�,r ` - p 0 E,�'F��, m � �, � , � SIM " , �' , ~ Y_�� . , , . � + ' , ` , . , ' ' ' J ,. V ` . . , ' � �� ' � � . ,' ` ,�, f�T' j �` � . . r - ' _ � �s ` , , . - ` , � _ - r � " . . r � � , • , , . � . , , - �~ � s . . - . � r• � , - r - • , � r . . . ;� 33966 " � _ � - { , - , , . � , , ��._ 3 s , f . . . , : , , _ ' _ . +\ _ .�, '� , - , . - } , , . , . � � : �':R � � , � " , . . . , . � , - / \_,,._.,,�� , % � - a = . . � . , • j - , � ^ , � ` ` f , , , . , . , , . - . .� - .}� _ , - . � �' .. � �`� � `'�,+ � , , ' � , . . . . , \ � : I / ` . . , ' � ` ' r �I�]) CON�f�TE SLA� , � � " . � . � ,. 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' � ` � - . , . . � � ' - , , • � . � � o �f F � �, , ` , � , ' , . � _ �I s�� PL�OD " , , : -� , , _ .—._._ . _ ` , , � . . � , � � ' ' ' , ` � ,r - �, fa Z Z � . ►� � � � ' � ' SFIEATHING�- ' � , r � . � - � . . , � � � I r� , . � ,� (N) GONCRETE SLfk� , . , � � O � i � l . � _ �I . � r ' f . r ' . , l ` � , , � ', ' � . f ' W � U 0 ` � � ` � _ + ' � I — � r , " , - ' . . , , , , ' , l, . ' , , • , �JO�� 2� . � � " , ' , UNIT 6 WALL Z L� - � � , , � , � _ � , . , � . � � . , � � . ' . FRAMING � FLOOR � � � ¢ � r ROVIDE 2 (N) 8" � ' � �" �` CON57RUGTION Z z � > j - , . UNIT 3 ' ' " � , , , . . r � : � � . , �" . - �' � ' _ � � � . ` • , � , , . �IGH BY I I" DEEP . � " . - , l < <- ' - COMPLETED BY W Q v=i , � . , r OTHERS z i l, r � � , , r . - ONCREfE STEPS AT , � (E) ELEGTRICAL - `� . , � � � Q � � � , �� � . I ,- . �ACH (�) DCIT DOOR • � � . � - N �l�..- , , � , CONDUITS - R.E. . , � � { . . (E) EL.ECTRICAL , � , I GENERAL NOT�S � _ + . _ , , _ � � � _ � � • � CONDUITS - RF r � � " - � � � � . - j GENERAL N�TES ! ' t , J C� / 2x4 IAID FIAT (N) CONCRETE TO ' , : . p , 4 � � 2x I 2 a, MATCH EXISTING , ' �i ' ELEVATIONS, TYP • r � `' - E SKYLIGFiT � - ' � - 3 SIM � o I (E) EI�CTRICAL I z ' �'� I 6" O C � SLEEPER ( ) CONDUITS - w _ � . 0� . � 00 I I j. ,, ' RE. GENERAL l N . , , UNIT 4�� r ri" NOTES �� W U� - � I r � � UN17 5 . � � ` UNIT 6 r '� " a q - - � � ' � � -��A��- , . t , �� � - g �I , J c� . � � � _ . � � �I .. DQrNN_ � � I t + ` , . , , ' l� v �� . 5 , . Y y � _ _� . _ � � ��t3 a o � � - t� � _. - _ -. , . . °C ~ w � I -- — — — — — — — --- - � W � > a , I REMOVE AND REPLACE F � z �ti . „� TON�RETE 5f10WN � W � ,v � _ � � W �j � r,� �!' - r W ��,, N � � \ C ` (E) PARTY WALL Z � � � 70 REMAIN,TYP. _ � � o EACH STAIR ; � zQ I i ( � , _ y � 3 - - - - � - - - - - �, � � - � � � ITYP FLOOR FRAMI G I �- I I I SNOWN TN15 A 13'-6" I 5'-O" !7'-O" I 5'-O" I 3'-6" I 3'-6" I 5'-O" I 7'-C I 5'-0" !3'-6" , L K J H G F E D C B A C�2 c�� c� � � �'�'c����s�s�c- �y � c.�`� ��d�� � � � �1 vl�. s�c . �-3vca.� DAT E 9-3-03 LIONSN �AD PLA�1 gYAWN TS z SCALE 6° = i�-a� Q CHECKED BY CMM �-- NOTES. ( � , I UNITS 3, 4, AND 5 WILL REQUIRE NEW FLOOR FRAMING, NEN/WALL � SCALE3/16" = 1'-0'� �"� SFiEATF1ING AND REPLACEMENT OF SILL PIATE RFMOVAL OF � �CI571NG CONCREfE FLOOR, FRAMING, INSULATION,AND FINISHES n / WILL BE REQUIRED PROJ. LL 2. REMOVE AND PLUG DCISTING 1" 0 TUBE FROM PLAZA THROUGH ���1-{�}�U�V`I'C� (-�',�p�r.�(��1 N U M B E R 2003.1942 � � EXISTING STRUCTURAL SIAB WITH SIKA-SEf PLUG PRIORTO �� �� ���V!�� � � INSTALLATION OF NEW WATERPROOFING. ONE LOCATION PER UNIT. 3. REMOVAL AND REPIACEMENT OF PAVEMENT SNOW MELT SYSTEM � CAN BE PERFORMED 6Y AND COORDINA7ED WI7H MR JIM SPANMER O ! OF COLORADO WES7 PLUMBING 970-926-4353. SYSTEM MUST BE DRAINED PRIOR TO DEMOLITION �PRESSURE TESTED PRIOR TO U INSTALIA710N OF NEW CONCRE7E � `\ 1.iL �� \�, � � - O � _ � � � , � _ �, , 0 CU7(E)FINISH AT BOTfOM INTERIOR CORNER REINFORCEMENT OUT5IDE CORNER REINFORCEMENT � m � f OF(E)THRESHOLD (N) i. , (N) � PLYWOOD STEP � � y CIFAN SURFACE�E OF GRANULES. (E) FLIX-FIASH UN STEP 1 �.f MONOLI7HIC (EJSTUCCO SIDING. REMOVE U '� I MEMBRANE 6 I 25 AND f€PLACE AS NECESSARY TO w -. _,f� STRIP-IN WfTH 6'OF BIMt1ANE (N) I�-"PVC CL05ED PIPE VENT MONOUTHIC INSTALL(N)FLASIIING Q p�p (N) FIASHING TO EXTERIOR. ONE PER _ MEMBRANE 6125 FLIX-FLA5F1 UN � CRAWLSPACE(2 P�R UNin. _ (N)FLAStiING (N)SEALANT BEAD POCK�T -- � ', (N)D(PANSION JOINT FILI.ER (N)�(E)WALL PRAMING ^ � v � E1�1/ATION TOP OF SIAB � < < ` TO MATCFi IXISTING ELEVATION TOP OF SLA6 � .. � ` . TO MATCti D(ISTING J J " � ` (N)t1YDROFLEX 30 � � (N)NYDROFLIX 30 c� � � (N) Zx!2 RIM JOIST � � (N)FLEX-Fl.ASFi UN ' � (N)FI�X-FIASH UN � NOTE: (N)8"PLYWOOD , NOTE: DRY PACK OPENING BETWEEN U RE. DETAIL 2/3 FOR (N) FLEX-FLASH F �o / RE. DETAIL 2/3 FO� (N) FI�X-FIASti F � LOWER SLAB ANQ UPPER SIAB. �'-� CORNER Ft�4St11NG DIMENSION VARIES�FROM 5 ON � CORNER FLASHING (N) 2x I 2 Q I 6°O.C. MONOLITIIIC (N) MONOUTf11C �T END TO 0"ON WEST END. z (N)MONOLITHIC 5�P 2 MEMBRANE 6125 MENIBRANE 6125 MEMBRANE 6125 O (N) 5'TtiICK (N)'5"THICK � C�NCRETE SLAB STEP 2 FLEX-FLA5F1 UN CONCRETE SLAB (E) FILL w FLEX-FLASH UN -. (N)FIL'fER FABRIC , (N)FILTER FABRIC � - MONOLITHIC . - � (N)2"POLY57YRENE .�' _ � . ' ` � � ` � � Mqv1BRANE 6125 v (N) 2°POLY5IYRENE }`�`i�,` .rV - 5 , - � W � .` - . , _ � :� �(` _ � � ' , � � � ` � BOARD AND CRUSHED N ��=" � ��� r - 4 X' -- � - -i BOARD AND CRUSHED , , � , �= . _ ,,, _ , � ,�. -- ROCK FILL. HEIGHT , - � _ � \- , � - � � � ROCK FILL. NEIGHT - - ��� , VARIE.S fROM � 7°TO - _, _ , _ _, _ `_� Y _ � � ' ' , ) v VARIES FROM �7'TO 2`. _ • , _�_ _ � 2". FI�LD VERIFY. "' �-�-_ � =_ _� __� _� :_ � ',�_� ___. -- � , � _ --. � _ _^ t � �v . , � � �� i °Q - . � ' - - - , . � � -.. _ _ _ , W - , , _ - ` `� .. �.. Q ap \\ - _ _ _ �, . � (E)P05T-TENSIONED StAB , , . . STEP 3 COMPLETELY ENCAPSUTATE ALL IXPOSED REINFORCING STEP 3 COMPLtTELY ENCAPSULATE ALL EXPOSED RE(NFORCINC w O (E)P05T-'fENSIONED SIAB (N) 2x6 51LL PLATE WITH A 70P COATING OF MONOLtTFiIC MEM6RANE 6 I 25. WITt1 A TOP COATIN6 OF MONOUTtiIC MEMBRANE 6 i 25. � z SF�PLAN NOTE 2 ON SNEET 2 NO REINFORCING SI10ULD BE I.�F7 D(P05ED OVERNIGHT. NO REINFORCING SHOULD BE I.EFT FXP05ED OVERNIGHT. � WALL FLAS�1 I N G D ETAI L 3 D ETAC t1 E D CAf�P�I�T �LAS N I N G P.° R . � � �� z CO(�N E1� D�TAI L� � 3 SCALE: i � " = I '-O" 3 � °� � 3 NTS SCALE: I �' = I '-O" � ��° ;s 53966 �ae � FIYDROFLEX 30 WEARING CAURSE HYDROFLEX 30 �o's .• � FLEX-FIASH UN COPPER Fl�tiiNGI � FLD(-FLASIi UN FSS/ ��G � � �e �'e�as��°� e\� O NOTE: WITH END DAM51� StTT'IN6 BED ����E�" 4NAL o FID(-FLASti F WOOD RAIL FENCIN6 NOT DRAIN FLFX-FLASIi F �/ ��0. MONOUTt11C SHOWN FOR CLARITY �LL������� t1YDROFI.EX 30 5�`�B� MONOLITHIC � - MEMBRANE 6125 WITH JOINT FfI.I.ER� MEMBRANE 6125 AND SEALANT FLEX-FLASH UN COPPER CLADDING -� MONOLI7f11C ' ' � H . ' .= -. � . V= t °� - = "- � f- .= -•--� ° � °- - �� -� NOTE: � (N) 5"THICK � , t1YDROFLD(30 MEMBRANE 6 t 25 ° I iN)SOD TO MATCIi '� ` _� , • ` 1' �� � , '� < '`,��` � `_ _ � �s� __, {._��� , '--, WOOD RAIL FENCING NOT � o� � CONCRETE 9LAB ' - � -- � - � -- - - , StiOWN FOR CIARITY � IXISTING EL�/ATION -;� W e � (W)FILTER FABRIC " . 5' FIFX-FlASH UN � INTERIOR FINISN FLF�(-�LASti F � INVERT(�JTTOM) ___�V' - ., _ ' _-: �, _, � : _ � _f _ .Y < ; F� ( . _ _ _ _ . _ _ _ '.. °` _ � _ fLOOR � - - _ _ , , - f _ � , OF WEEP 10LE5 (N�FILTER PABRIC , i - _ ' Y- '--' .- - - . y � _ y _ 5• _� , I"MIN. Z � w � I MIN. ��h F � , , - . _ - - - MONOUTHIC . . ' `, `"`� \'` � �� -_ � ,=, . MUST BELOINER _, �. - ° < f-- ; °�.. a . - �,.._ , ; �. � v � - , : , : � -- - - � -� MEMBRANE 6125 h 6 - - _ _ _ �._ _ _ 4 _ `�`' THAN TI1e60TTOM ; .' , , - ' , Y ` " _ - � z _ _ _ OF DRAIN�GE ROCK FILL � � � a C.� o � �,_ , _ (N) 2"POLY5TIRENE ,� r , - � � - � - - �_ (N)CONCRETE 6 = -- - ( ) , � ` � } , - � . ( � O �� 5 8 PE ��� N 2"POL`r5NRENE , (N)CONCRETE � Z o 60ARD AND ,� '. � �s � �" . � ` ' - CURB, NEI6N7 5"CONCRETE 80ARD AND - ' � � ' CURB, HEIGHT W Q c� o CRUSIIED ROCK FII.L. N --- .. _�_ _ _�__ _____ _ _ ____ _ __ _ , . _ � m VARIES FROM S�qB -°-� - ' CRU511ED ROCK FILL. N - ___.4 _ __ _ � __ _ __ __ _ _ _ _ � _ M m VARIES FROM = � = v a J HEI6HT VARIES � .. __ __ __ __ --8"TO 5" CRUSHED � gu • 6"MIN. FROM GH7 TO 2E`'S. _ , ^�8"TO 5' u' Q � � > J, FROM � 7 TO 2 . ROCK FILL W Q N � � , .'� � ROUGHEN (� ° � f, , �- t SURPACE B�ORE N J , - 3 CONCRETE SURFACE 3 r � 3q ROUGHEN a o '` � 6E�ORE PIACING(N) , ' PLACING(N)CURB g ' " CONCRETE CURB �� - , • � ' � • (N)�°0 ANCHOR r , ' , . - (N)�0 ANCHOR BOLT �- ' BOL7 WITFi 2�" � N07ES: CONCRETE DECK � EMBEDMENT Qa I 2' = v . ^, VHITIi 2�"MIN. � N ; EMBEDMENT Q 12 I. REINFORCEMENT SIIALL BE ONE SHEET EXfENDING A MINIMUM OF 6"BEYOND THE DRAW FIANGE ON ALL � � O.C. LOCATE(E)SLAB � o - O.C. LOCA7E{E) 51DES AND SECURED BY THE CLAMPING RING TO TF1E DRAIN. ALL DRAIN9 ARE REQUIl2ED 70 I1AVE FLA5t11NG ' . P T PRIOR TO �/j � `" ' SIAB P T PRIORTO ` CLAMPING RING ASSEMBUES. DRAIN MUST BE FREE 70 WEEP AT MEMBRANE LEVEL. � �. INSTAWNG BOLTS 70 W U - � INSTALLING BOLTS TO 2. LOCA7E P-7 PRIOR 70 CORING HOLE FOR DRAIN ' ` AVOID DAMAGING P-T �' A � AVOID DAMAGING P T 3. RE: PLAN FOR PIPIN6 a g � 3" M I N. D E T A I L Q D O O R (E)POST-TENSIONED 51AB SIDE LITE 3'MIN. � J (E}P05T TENSIONED SIAB a� Q Z y a w a 4 F'LAZA E D G E F LA5 H I N G 5 �' AZA F �N i N��' AT d 5 � l�LAZA E D G E F LA�H I N G W I T�1 S O D � � � � . „ _ , „ L LA ,� 00� 6 N EW Df�AI N FLASh I NG „ _ , „ W � Z ; 3 S C A L E. 3 - I -O 3 N T 5 3 S C A L E: 3" _ ! '-0" 3 S C A L E. 3 - ! 0 � � o 0 N REDWOOD FENCING W � � � ( ) HYDROFLD(30 N�: TO MATCH (E) � i � � w r,,� AT SIMILAR CONDITfON, PLACE � FLD(-FLA5t1 F GONCR�TE 51AB INSTEAD OF SOD !"0 WEEP TUBES ' ==;i � � a (N)4x4 WOOD f�NCE POST s��8� _ � F-- � MONOUTHIC (a�4'-0°O.C. ,�� EXPANSION JOINT FILLER Z � � Z M E M B R A N E 6 I 2 5 C A S T I N T O(N) S T A R T B O T 7 0 M O F ' ;- � t 1 Y D R O F L IX 3 0 e = CONCRETE CUR6 FENCE I 6"ABOVE � � '° N�: '� v�'i Q � �;�,--_,"..�',?, _ � ��� -`. �`. . " _� r t �M''°.��_ �� `�`_ V� _ - _ -..._ �- , __.. �.,• ; ° - -,, , GRADE. TOP OF r . - (E)OR(N)FENCE P05T BASE FLEX-FMASIi UN STAIR CASE NOT (N)TRA�FIC COATING N z � - . � �A - ! � . FENCE HEIGNT TO � - FI.D(-FU�$H F � o0 � SHOWN FOR CLARIN y � � a (N)SOD TO MATCIi - _ - - �,, . • � :- _ � � ��.`- - � , _• �°�;� -` "� , "" =_ ' ,- __� __ __ SUPPORT, CI.FANED. PRIMED CONCRETE SIAB UNDER � � � ° , , ` �\ ��, � - _ i , __ �, ; _ , __ MATCti D(ISTING. -i- --- ,- AND PAINTED, RE: GENERAL MONOLITNIC CIRCULAR STAIRS TO IZEMAIN 3 '� EXIS7ING EL�IIATION � _ `., ;_ , ,,- �, � _ � ._ -_ .. � _-"<, ` - - � � - � ; . \ �� NOTES. MEMBRANE 6125 � _ , - _: � • � �-� \ : , - � „ , �- � _ - - , � _ . , . (tJ) FILTER FABRIC ` w _� _'�` . � ,=-- + -== � l�- � � , �,. -�_ ,-_ -. . � ; - , -_ - �Y � -_ - � , '-- _�V` (N)SFJ�LANT POCKETS� � . " (E)ANCt10R BOLTS, � � �5�' CLFAN AND INSPECT FOR I t -�`� __. � � " ,' _ y ___ ,�,t� `-� _ �, � _�_f` � - ^,� __� - , , - (N� FILTER t1YDROFLEX 30 =_-==_--�_ - ,`,- `�°-_ _ - _ F��� , CORR0510N PRIOR TO ,,, �.�` .`� . - ,,, - - , ` , . - FLEX-FLA9H P� ; APPLICATION OF (N)5"CONCRETE :, (N)2"POLYSTYRENE �` -. ` t • , , ' , �� � _ . _ , _�'� (N)CONCR�TE MONOLITIIIC �� • WATERPROOFING. DETAIL SLAB TO MATCII < , _ ., � , � c:� CURB, HEIGHT; � � , , �� , , WATERPROOFING D(ISTING EI.E1/ATIONS , , ���D � �� - � • ' ` , f, - `' VARIES FROM „- MEMBRANE 6125 . '�� AROUND ANCt10R5. CRUSHED ROCK FILL. N -.__. _ ,_ _ ___ - . - - ,, -- � _ �8N TO 5'1 , (N) FILTER FABRIC - � � - ,- FtEIGI1T VARIES � _ - _ - . - _ - _ _ _� � _ .. . _ _ _ �'_ : .. . , ,�, ' FROM �7"TO Z'. �. � � '.. <,`,r (N)5"CONCRETE �� � . . - , _ - ` � ' SLAB TO MATCIi ' ' - - . � ` ,_ . (N) 2'POLY`5TYRENE � ' 4 , � _� - " _ .t, � _ D({STING ELEVA710N - , � s " � � ' - - � _ _ , . BOARD ANi3 � - , ' , �°� (N}ROCK r r (N) FILTER FABRIC ' . CRUSHED ROCK FILL. � ��- --- ° - - - -- - ' � � ` � `- " NEIGNT VARlES � ._ ^ _._` _. ___ __,_ ___ _ . _ , . _ -- � _-- f,_ � - . � rROM �r ro 2tl. DATE � . Y ' = � � , . _ . , - _ , , _ , . , ,, : _ - ` � 9-3-03 � , ' - '. ' , - (N)2'POLY'5TYR.ENE . � � , -. . - , . ,- � ; , - . ^ , - �� � " BOARD AND ,� . . 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