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HomeMy WebLinkAboutB11-0017 General-Code-Civil-Landscape Plans v � i i ; i i i � .. .. � � ... .. .. -. '. . � _ _ - , a I I I � d ad \�` n Q ' ` - ` ` , da � a, I � � ���r. �� �T . _d � d.• • � I I I � ��i� ~ �� I � -� I 8162.9 � � .�+� � � � i � --- -- -----_— I � � � * —-- — I I I ���y� �r -- --- I I I � r� I I I �l�i � � � � � LIONSHEA� PARKING � � � STR U CTU R E copyright 2010 i ► ; 4�4o Arch itectu re I nc. � � (2N� LEVEL) � � i I I I TOWN OF VAIL I I DEPARTMENT OF PUBLIC WORKS 8�E Z � I i 1309 ELKHORN DRIVE / � � VAIL,CO 81632 � � t:970.479.2158 I � I ARCHITECT 4240 ARCHITECTURE INC � I � 3003 LARIMER STREET � ____ I � � DENVER,CO 80205 � I t:303.292.3388 f:303.292.3113 PATCHBACK CONCRETE TOPPING SLAB � I I CIVIL ALPINE ENGINEERING WC. DAMAGED DURING MEDIAN REMOVAL � � � � ENGINEER 34510 U.S.6 UNITA-9 (USE CONCRETE MIX #3, RE:S003). I EDWARDS,CO 81632 SAWCUT NEAT LINE, REMOVE DAMAGED � I PARTION OF TOPPING SLAB TO TOP � i , EXISTING DECK SEE SHEET CO20 t:970.926.3373 f:970.926.3390 OF TEES, APPLY CONCRETE BONDING EXISTING CONCRETE CURBE JOINTS, TYPICAL AGENT ON ALL INTERFACES BETWEEN MEDIAN TO BE REMOVED 4 /�(BETWEEN DOUBLE FOR RESTRIPING SURVEYOR PEAK LAND CONSULTANTS,INC. EXISTING AND PROPOSED CONCRETE AND DISPOSED OF � If TEE GIRDERS) PLAN 1000 LIONSRIDGE LOOP VAIL,CO 81675 ' � t:970.476.8644 I i �i � ; I SEE SHEET C019 STRUCTURAL MARTINIMARTIN INC. -_- -_ _ _ ____ � i; j FOR CONCRETE ENGINEER 12499 WEST COLFAX AVE XISTIN •. FD DRY - ' I LAKEWOOD,CO 80215 E C C , JOINTING PLAN i I I � PROPOSED 4" WIDE t:303.544.2750 I ��rl��oio`� T� D`LAAIAI. I EXISTING ;IDOUBLE TEE WHITE PARKING STRIPE i \ I I CONCRETE GIRDERS, (TYPICAL), SEE CO20 MEP BEAUDIN GANZE CONSULTING ---- _ � � � BELOW A�JD ABOVE ENGINEER ENGINEERS,WC. � U� �,, i � I 222 CHAPEL PLACE ` � � \ RFI � � UNITAG201 � I AVON,CO 81620 � �' 08Cg � � SAWCUT AND REMOVE t:970.949.6108 - , � �' EXISTING CONCRETE TOPPING REMOVE AND DISPOSE OF \' " SLAB, LIMITS SHOWN. LANDSCAPE MARY HART DESIGN �� �Z•`��� i � ARCHITECT POST OFF�CE BOX 8528 \ 62.44' ONSTRU T NEW 1. WIDE EXISTING 3.25 TOPPING SLAB. �--I� � / I C C I5 REPLACE WITH SNOWMELTED �� �� � ! � -� � � CONCRETE PAN. PROVIDE BRECKENRIDGE,C080424 � CONCRETE. MATCH GRADES AT � ��' ��! � � V � _ _ POSITIVE SLOPE T� DRAIN TO CONC. DRAII�IAGE PAN �' EXISTING DECK IN ET. APPLY t:970.389.3583 /� AREAS CONNECTING TO EXISTING � � - C �H (TYPICAL) `� PARKING STRUCTURE CONCRETE � I ' � CONCRETE BONDIN� AGENT ON � � � � ALL INTERFACES BETWEEN , 9/! . �\. I - ' I I EXISTING AND NEV� CONCRETE. LOWE� EXISTING JOSAM i � INLET RIM 0.2'. FORM /� � EXISTING CO CRETE NEW CONCRETE AROUND � / NE PAN 1/2" I FLOWLINE T AT DRAINS INLEI TO PROVIDE // 62.41' � � D P TO � TO AREA INI�ET NE; PAN 1.5" POSITIVE DRAINAGE ��y� ���� R�I I �� - � FL WLINE � � �L�WL NE �/ � � �� 8 I � � �.��� � ,� 4 � INSTALL BYSTED � � � � RE: AR H ��� � _ - -_._ ,� 62:44' , � ; 81 62.4 � _ BOLLAR EXIST 62.43' � ;� - I � ) - I i I � � � � � � � �: � � ' IST 62.4' 12" FLOOR DRAIN (�fYP) y� � � � , _ ��� � ��� 6230� �� � � � � � 8161.0 �62 60 , � I � � z � �` „ , . , � �i 'i � � -�, � -- -�- _ �, ✓ -- - {� 152.55 I � i �__ I I ___ , � EXISTING 5' WIDE _ I 62. ' � COLLECTION DRAIN V'U 8165.0 �M � Q �; ��, \ � � � - i CONCRETE SLAB, SLOPES -� r � CEILING THRU FLO R (TYP) L.L W � � �-�--i-i----- � v � �� � TO PRO . 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WALK ,� _ ° ° �✓ - - - ---- --�- � j O RIM 62.4' � � %��� , �� � . � � �_ �'- y� � � - PROPOSE � BU I L�I G , � �`,` � ����� �\ �� ��.�� ° _ LEVEL 2 F.F.=8162.6' , � �� + 62.5' '`� a� RFI88 RFI-088(SLAB) 10 AUGUST 2011 � 0 4 ADDENDUM 2 02 MARCH 2O11 _ `����� , /\ � 3 ADDENDUM 1 18 FEBRUARY 2011 2 CONSTRUCTION 04 FEBRUARY 2011 FF 62.6' FF 62.6' ISS.# DESCRIPTION DATE � � � � '��� 3 �� �� � ARCHITECT'S PROJECT N0. : 2'I 064.04 , , , Q L/ / � � tf? � .' .' / � _ o �� ; - � _ - GRAPHIC SCALE N FF 62.6' 0 5 10 20 � �� �� ��� , � � � � '\ - � � ' - , ,% ; - � _ - , � — -- 3 --- - / �, _- _-- - � \ -- - - - CV ' � _—_ __ .. .___ __ __ ___—_ �; —— --- - � - ---- - -- � - SCALE� 1°= 5' , , � � r . � m < � �, ,� o � - � � _; , -- -- / �. -- '-�-�_—I� - � J . ' \ .. .. —__—.i II . � �� LEGEND � � / �°' ` \ / �' i : ' �I�1 �����«���� o��—F,o � J - � ��...�,/�� � / ❑C� . I."I EXIST. WATER��VALVC � _� PROPOSED E EIGTRCOND!!IT � \ y. Po Po SIGN FIRE HYDRANT PROPOSED GAS �� ���'�"� � �—�— PROPOSED PHONE Z , � � ����� , �L- . ,�� EXIST. STREET LIGHT _ SEWER MANHOLE —�,—.,— aROPOSEO SEWE� KEY PLAN � �� �� � 8�50ST. STORM WLET EXSTER�RCONTOUR� —PW—PW— PROPOSCD WFlTER a � -��.:� � c� � � � � ���9 PROPOSED CONTOUR —�%—�— PROPOSED ELECTRIC SERVICE � ��� ��,�j��� ��- � -- �u «� ��• EXISL ELECTRICAL LWE —mv—vrv— PROPOSED TELEVISION SERVIGr LEVEL Z � _—��—.�—..s—..-_. EX��T �AS ��NE .�—�— PROPOSE� WATER SER�;�:F GRADING PLAN o .0 ..� .�. .�. , � EXIST. PHONE LWE —�—�— PROPOSEC� SEWER SERVICE � 2� ���—A�—fi�—=��—^,^ -� EXIST. SEWER LINE —^�—^a— PROPOSCD PHONE SCRVICE N pps—pcc --••�-•^--���-���-�•�-��- EXIST. WATER LiNE PRO°OSED GAS SE�kVICF: m � r -���� � EXISTING STORM SEWER ��������������� PROPOSED CULVtR- 3.3� p�OP. GRADt � �315i.5� EXIST. SPOT CLEVS. � + 50.5' +TOW 51.0' PROPOS-D SPOT ELEV. � � PROP. PLANTER DRAIN, AREA WLET 3 .. . 0 IOW BOW= TOP OF WALL BOTTOM OF EX'OSED WALL P�oPOS�� �oi.i.A�os ( ) ( > 0 � . � �� � PROPGS�D STREETLIGF=.T � LkRIGAT�-O,ti VFUL1 0 rn 0 > O F 'a' � EOC \ 8174.6 ��[ �� ; -, ��r�,�..,...�,a � GRAPHIC SCALE � 0 5 10 20 � * -- � I� «��ti� _ 1 a�ax 91iti. � � � I , i I I SCALE� 1"= 5' � � i ; � LEGEND copyright 2010 � � o�■I�■�■�� uMirs oF woRK ��-��� r��or,sE� �Rr�i �oNOUir � � � , _ ��_' � � i � i 4z4o Architecture Inc. _� � ' I I � � SIGN � FIRE�HYDRAR VALVE �_� PROPOSED Gqg TRIC � EXIST. STREET LIGHT I=�� SCWCR MANHOLC -^'-"'- PROPOSED PHONE ' INSTALL 4" WIDE DIAGONAL n � -rs-rs- PROPOSED SCWER � � WHITE STRIPING � 36 �.C. I i ��J ExisT. sroRM w�Er EvERCREEN TREE TOWN OF VAIL -- TO REDIRECT TRAFFIC a?6o -- ExisriNC coNrouR -""-""- PROPOSE� wn��R DEPARTMENT OF PUBLIC WORKS -� � ' I €�:�e PROPOSEO coNrouR -�+-�+- PROPOS�� ��ECTRic s��wa- 1309 ELKHORN DRIVE � � �� �� •�� _••� �� -� ExisT. 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P�aNr�r or�aiN, aeEa w�Er ENGINEER 34510 U.S.6 UNITA-9 � � � C ��o�osEO eo��ar�ns row (QOw)= roP �� wA�� (eorTOM oF �xPOS�u w���) EDWARDS,CO 81632 � � � � � � � � � � � �- - � � I � -'�OPOS�D STRLETLIGh�IT IRRIGATION VAULT � t:970.92 .3 73 f:97 .92 . 390 6 3 0 63 - 2% � � „ � ' � �INSTALL 4 CURB i / � SURVEYOR PEAK LAND CONSULTANTS,INC. � �' I �I � � � � ��� 1000 LIONSRIDGE LOOP - I VAIL,CO 81675 _ � � t:970.476.8644 � I I � � STRUCTURAL MARTINIMARTIN INC. � I ENGINEER 12499 WEST COLFAX AVE LAKEWOOD,CO 80215 5.0' � I t:303.544.2750 '� � MEP BEAUDIN GANZE CONSULTING - , ' ENGINEER ENGINEERS,INC. � � � 222 CHAPEL PLACE I � I UNIT AG201 � i �� AVON,CO 81620 - � I t:970.949.6108 W ` �i �„ m ' � i LANDSCAPE MARY HART DESIGN � I F S ECTI OjN A-A ARCHITECT POST OFFICE BOX 8528 � � BRECKENRIDGE,CO 80424 - REMOVE/DISPOSE OF w CO�H CONC. WVALK LIONSHEA� PARKING EXISTING 12" WIDE U � � I t:970.389.3583 " CONCRETE CURBING U � I ST R U CT U R E ALONG PROPOSED ' WALKWAY Q I � JOINTS,GTYP CAL � � � � � �(BETWEEN DOUBLE Q I � � � � � CONSTRUC SNOWMELTED � TEE GIRDERS) � ,II CONCRETE (4" THICK SECTION) � � � � /- INSTALL 4° URB ON TOP 01� PROPOSED � STRUCTURAL CONCRETE � TOPPING SLAB, HATCH LIMITS I SEE SHEET C019 SEE SHEET CO20 I 2% � SHOWN. (USE CONCRETE MIX I FOR CONCRETE FOR RESTRIPING � ,,,I � � #3 RE: S�03) I _ JOINTING PLAN PLAN _ � -FI ; C!� W � O ' CONC. RAMP 'I �8 �- i �� z � O - - � C017 TYPICAL ,�_ � i i ( ) Q z � �_ _ _ � ,�h� I � INSTALL JOSAM 32204-81 CAST IRON � w Q I i 12" ROUND SUPER FLO TOP W/ � � � � � SLOTTED BUCKET AND 4" PVC OUTLET. Q _ RIM=73.6'. �� EXISTING FDC DRY � � DRAIN OUTLET TO PENETRATE GARAGE � STANDPIPE, TO REMAIN. I '-�� L SECTION B- FI I DECKING BETWEEN CONCRETE DOUBLE EXISTING DOUBLE TEE � LL, O � �= TEES AND CONNECT TO EXISTING DRAIN CONCRETE GIRDERS, PROPOSED 4" WIDE � � U � CO�H CONC. SLAB �� I CEILNG�ON SYSTEM ON 2ND LEVEL BELOW DECKING WHITE PARKING STRIPE w O � I (TYPICAL) SEE CO20 = - � INSTALL 4" CURB �� ' � � '� C� � Q INSTALL BOND BREAKER � `� i, � AROUND HYDRANT � IIIII� � � � � � �� � �' I � �'� � � �J STANDPIPE AND � 7 PROTECTIVE CAGE PRIOR � TBC 74.2' 73.84' �3.84' I / - � � TO CONCRETE POUR , I I � EMOV AND DISPOSE OF � I INSTALL 4° CURB EXIST'I CONCREYE PARAPET , ,_; ;� �'; I I j� WA�L, 53.0 LF, TU ALLOW �� � , ��� - �C 74.1' � F S OWMELTED CONCRETE �;��� - � � �j� _ � ECTIO (RE: STRUCT.). � -:��� - i � I���;!� � � � - - �❑ RIM 74.2 � � � I � INSTALL EXPANSION ' �� I / H VUHEEL STO JOINT ALONG 74.14' ', CONNECTION TO EXISTING 74.14' � 3 79 _ Q�7 (T"YPICAL) �� �� CONCRETE (RE: ARCH) � � � 5" CUR � � � � � ���,� � �� o � �� I INSTALL BYSTED `r TBC 74.2'i �--� AWCUT OPENING IN EXISTING � BEGIN PARAPET WALL REMOVAL � BOLLARD I '"� I (RE: ARCH) R I M PARKING GAR WALL (RER STRUCT.) � E�;C I = , 8173.67 - �z � � ���,�_ � �� �_ 81 i�. ,�� - ; I I 31 I��� �',�I?3. � ��� � �_ _ � i '� INSTALL 7 CUR EOC � � 3/ � ' � TBC 74.3�'�, �3. ��, EOC 8174.3 �I / --- � - I � 4.5' --------o�- I � --�- � -� 8173.8 ��, \\ / , - - - -- - - � � , --- -- � - - - - - - 4.5' �/ 73.9 --- ------ --------- --- , 73. ' - � � � � � � �. --- --- --- -- � - - F � ���_�_� � � � � �. �� � �. � � � � � � � � v �I _ _ __ - - RFI78 3RD LEVEL SLAB 11 AUGUST 2011 � �� � � � � � � � � � o ' i EX�STING CONCRETE FILLET/APRON 4 ADDENDUM 2 02 MARCH 2O11 INSTALL � i XP NSION 74 I � ( i I � � _ _ _ � 2 CONSTRUCTION 04 FEBRUARY 2011 � REMOVE CONCRETE � (RE:ARCH) J � ADA ACCESSIBLE 1 I I - I I - I I - ' - � „ FILLET (SAME LIMITS REMOVE EXISTING I RAMP (4�) � END PARAPET � � AS PARAPET WALL 74 5, D E C K D R A I N I N L E T 74 5 I W A L L R E M O V A L 0 P E N B E L O W I S S.# D E S C R I P T I O N D A T E BRIDGE AND BUILDING CONNECTION a REMOVAL � REMO 0 0 A OX. � PER ARCH & STRUCTURAL ARCHITECT'S PROJECT N0.: Z'I 064.04 3 ROOF OVERHANG � INSTALL JOSAM 30004-S, SQUARE 10') OF EXISTING � 74 �� 74 0, (RE: ARCH) _ _ _ __ _ CAST IRON FLOOR DRAIN, TYPICAL. COLLECTION SYSTEM N PROVIDE POSITIVE DRAINAGE TO INLET � � � � RIM 74.35 ! �' � � -- n � � _ � _,__ _ __ �_ _ M BELOW DECKING, HUNG ON ,�\ : , - - -- ----- __ o (DRAIN PENETRATION AND OUTLET - - , - CEILING IN SECOND LEVEL) �" ` -J ° � PIPING RE: MECHANICAL) � RIM 74.4' PROPOSED � � a � � � � '� - _ - d ' � __.-_ _. ° E JOSAM DRAIN GUARDRAIL (RE: ARCH) i I � � FF 74.5' � FF 74.6' C��8 TYP I CAL � I + FF 74.5 � FF 74.6' ��� � + � ,� �c M � �� � � � I � PROPOSED COLORED CONCRETE �;���� � I � \ � WITH SNOWMELT (RE: STRUCT/ARCH) a / ■ U - - � . - . '� � � PI�OPOSE � BUIL�I �IG � o ���� ° - � FF 74.5' � \ � � � INSTALL JOSAM 30004-S, SQUARE � RIM 74.3' � \ � � O I LEVEL 3 F.F.=8174.6� � ? CAST IRON FLOOR DRAIN O � o' KEY PLAN °a� RIM=74.3'. � � ' c� (DRAIN PENETRATION AND OUTLET j%�. ' � � - LEVEL 3 �' PIPING RE: MECHANICAL) - - - -" ' C � ��;���� FF �4.5'� � a � �� RADIN PLAN � O G G 0 � ��� � � FF 74.5' � � / ° � a \ ` �v�i , � d \ . � b . m 3 , �, �.., .� .,, � ,, -.. � v 0 0 rn 0 > O F 'a' / ' / ' � � �� � � ' �,�{�r T" h'�.��+ ' '�!' � 11 � ; ♦ � ,� ' � •�'e� ♦ � �`c�. �1�� �� copyright 2010 :,_,. i ; ,j � ;I I . :: . : :::, -- - - - - - - -- - - - - - �� VE 424o Arch itectu re I nc. 1. � � - i I. ELECTRICAL D�E ART�MENT OF PUBLIC WORKS CLOSET 1309 ELKHORN DRIVE � � VAIL,CO 81632 I � t:970.479.2158 � � ARCHITECT 4240 ARCHITECTURE INC j � 3003 LARIMER STREET i � DENVER,CO 80205 t:303.292.3388 f:303.292.3113 � CONTRACTOR SHALL LOCATE AND EXPOSE PARKING GARAGE STORM DRAIN COLLECTION PIPING SYSTEM CIVIL ALPINE ENGINEERING INC. � LOCATED WITHIN THE PROJECT LIMITS DURING BUILDING ENGINEER 34510 U.S.6 UNITA-9 � DEMOLITION. PROJECT SURVEYOR TO LOCATE AND DETAIL EDWARDS,CO 81632 i EXISTING COLLECTION PIPING AND PROVIDE INFORMATION t:970.926.3373 f:970.926.3390 TO PROJECT CIVIL ENGINEER. CONTRACTOR TO TAKE � TEMPORARY MEASURES TO INSURE THE DRAINAGE FROM SURVEYOR PEAK LAND CONSULTANTS,INC. THIS COLLECTION SYSTEM IS DIRECTED TO THE SAND/OIL 1000 LIONSRIDGE LOOP I SEPARATOR DURING CONSTRUCTION AND UNTIL FINAL VAIL,CO 81675 I STORM DRAINS ARE INSTALLED AND FUNCTIONING t:970.476.8644 , J �- ��. �,� �;.., � v b� ��a ��� ���I . O��O� �� �� � � �o'Y� C}��r���l Oc-.�G�Jo�r , n STRUCTURAL MARTINIMARTIN INC. ,�, �;; � L ENGINEER 12499 WEST COLFAX AVE _ _ � EXISTING LAKEWOOD,CO 80215 I - -_ r�r,,,�p `�- COLORADO MTN WEST t:303.544.2750 ;` BEGIN$45PERF. ` �-� � x� � , ' �, ` PROPOSED 6" PVC DRAIN MEDICAL OFFICES CONNECT TO EXIST. 15" � �; " � TRENCH DRAIN LOWPOINT,(23 Z MEP BEAUDIN GANZE CONSULTING COLLECTION SYSTEM. INTERCEPT STORM ELEV. UNKNOWN ��� � , �` SECTIONS OF ZURN, 153.1 LF) - Q INSTALL(90' BEND AND )� ENGINEER ENGINEERS,INC. � ���rj� �� � .�, /�F '� E TRENCH DRAIN `,� � EXISTING DRAIN LATERALS AND INSTALL 4" PVC SIDE OUTLET, `n w 222 CHAPEL PLACE j ,��� �_--. � BEGIN TRENCH DRAIN �� � � - INSTALL AT 1% MINIMUM BETWEEN L COLLECTION DRAIN � � TRANSITION TO 15" � ,�' o. � ��� � � ���� RIM=51.45' �r' C017 TYPICAL RIM=51.45' � UNIT AG201 � � EXISTING GARAGE COLUMN FOOTERS C017 TYPICAL SDR35 PVC PIPE ,r; � AND PROPOSED BUILDING WALL � � INVERT OUT-50.01' CONNECT �� AVON,CO 81620 � '� :� o INVERT=51.16� � '-� DOWNSPOUT DRAIN � INSTALL 2'X2' CONC. INLET, - REMOVE EXIST. INLET � t:970.949.6108 ���, � � �£GIN 4" PERF. CONNECT DRAINAGE SYSTEM `" � 4" PVC TO 10" PVC w o WITH SOLID COVER TO PROPOSED 6" PVC 12" FLOOR DRAIN (TYP) INV.=48.7' � RIM=52.0' LANDSCAPE MARY HART DESIGN ��� � INSTALL O�AM 30004-S, �� ��f�NV.=8145.9' � � �n � �e � '� REMOVE EXIST. WCEJ � INVERT 6"= 49.9' �� ��COLLECTION DRAIN INV. IN= ARCHITECT POST OFFICE BOX 8528 �, t SQUARE CAS►�. ►RON FLOOR � � EXIST. DRAIN °,� � DRAIN, V,I'YI� 4" PVC CONNECT DRAINAGE �` � ` CEILING THRU FLOOR (TYP) CONNECT TO 10" INV. OUT=48.7' OR LOWER BRECKENRIDGE,CO80424 � � � SYSTEM TO PROPOSED `�� -� ���� , ,�;��, OUTLET. ,� ����, DRAIN INVERT=48.8' "� �->? 6' P VC � t:970.389.3583 � <� I dRIM=51.5 � -- I ca INV. 4" AT�BEND=45.5 INVERT 6"= 50.3' TRENCH, 153.1' � _-�� �-�- � I INLET PROTECTION ! _ _ � � . � _ _ _ _ _ i � � � � � _ _ coNrvECT io" Pvc � ,_ - - - - - - - - - - � � C017 (TYPICAL) < _� -�_,_ _.. -� � o ._ ,� �, � - ` � , T, A DOWNSPOUT C NNECT. � �- � 'T � � .� � � � � � �� __ -� r� �.�.c� o z5� ,_:� . ■ To �5" Pvc ,� I �. C�18 TYPICAL � / � 41 LF, � � '° �' �' INV. 10"=48.6' � � � � 4' PERF. � '�,' 6" PVC 51 LF, 32 LF 4g 5�F� ' EXISTING 12" �_ / . r � { / 6' PVC 4„ PERF. �, STORM ��. � �� ' k � NV.=8145.30' � � 1% ��.� � 1% 8„ PVC � 10' PVC � � - \ � � ' INV.=8145.30' � ' �ce �L� REROUTE EXISTING 15" ` J WALL DRAIN � END 4" P RF., i , r�� I BEGIN 4" PERFORATED � �% ��� � 19° � �c�';? C017 TYPICAL � CONNECT SOLID � � � l WALL FOUNDATION DRAIN INV. BEND=44.5' � � F �' STORM COLLECTION ( � / REMOVE EXIST. INLET o � ' z�";i'_ � O INV.= 45.40' � � C ELEVATOR SUBDRAI SLOPE � 0.5%. DRAIN CONNECT DRAINAGE SYSTEM R BURY AT STAIRS ; � „ � SYSTEM TO SAND/OIL ,, ��EXISTING STORM � � B C O1 9 PLAN RUNS EAST AND WEST TO PROPOSED 6" PVC REMOVE EXISTING INLET. f , ' � � x;�i i� �° SEPARATOR ` � I N L E T T O R E M A I N �� j; ' _M_ P L� T E R D R A I N (S E E D E T A I L L, C 0 1 7 C O N N E C T D R A I N A G E S Y S T E M C O N N E C T 4" P E R F. D R A I N � � � , '-'�';? o� = M 0 - � I N V ERT 6"= 4 9.4' � � � �, w R I M=4 9.6' � ` T O S O L I D I N V.=4 4.4' - cn> � ^ L-` BEGIN UNDERDRAIN � � � � CO17 TYPI L INV.=8145.65' � TO PROPOSED 8" PVC � ��_ o a INV. 18"=45.2' �, Q`� � � � INVERT 8"= 49.1' ° a�n vJ �� GRND=49.7' �- RIM=50.0' � �. . �� � CON ECT � -� o M � � O INV.=44.5� � `��� �� �� ` � PROPOSE� BUIL�ING o � 4" INV.=48.1' ^ `"� �� - END` 4" PERF., v ' ' � '� CONNECT TO SOLID LOWER LEVEL F.F.-8146.3' DOWNSYSUT��DRAIN �� I N E PIPING BENEATH ao INSTALL JOSAM 30004-S, � �I' RIM=50.0' � NECT TO SOLID Q � END 4" PERF., 4" PVC ��ORM II I C019 FOOTING -�� `� � �' SQUARE CAST IRON FLOOR Q z � !�, irvv.-44.3' �, M� PLANTER DRAIN �° � / INV.=8144.90' A DOWNSPOUT CONNECT. � ' � DRAIN, WITH 4" PVC � w � �, ��� c, � p C018 (TYPICAL) CO 7 (TYPICAL) z our�ET. � � � � �,"� a CONNECT TO � � � RIM=51.5' N AF�'�A DRAIN � �? � OVERHEAD STORM I a O AREA INLET '�"�� � � e � CONNECT INV. 4" AT BEND=49.0' � C017 (TYP�AL) P�o ,�, o (RE:ARCH) CONNECT TO � I PIPE WALL PENETRATION CONNECT TO � DOWNSPOUT DRAIN � W INSTALL RIM AT LOW PT. .��.� / ,� �� MECHANICAL �' OF PLANTER BOTTOM ° e " .?� � MECHANICAL C018 (TYPICAL) 4" PVC TO STORM � S � �� INV. BEND=44.2� ��` ' e d' CONN P�AN�R '�� _- SYSTEM J WALL DRAW � � U '�� �� - _ ' -- C017 TYPICAL w � _ __ INV.=43.1' , � + V.=43.0' ; -- � � , _ __ _ _ _ _ _ + � � ` CONNECT TO j� ac> � 3 I I -' �I 1 PLANTER 4„ WYE O � - ------ --- '��' O I INV.=43.3 MECHANICAL I N o �o ;: I �- _ � � _ _: J; � •� _ v s � /� INV._BEND � � �� W �� I 45. CLEANOUT CONNECT TO EXISTING 15° � � � � � �`�� ,V coN� INV.-43.2' 1 v J Q ` ���p ��' 44.5' � � I � (TYP) �� STORM PIPE. ELEVATION J \ D PIPE THRU � - P I Q � 90� � �� A Q a e" / 'F`' � i � INV. 43.2 ��� �- 45' I y 1 UNKNQ^�N. DEPTH OF � / ♦ s L 4" SOLID p p �' P`' \ � 11 ' � e�.� � �- C019 FOOTING �_ � c� � �� ESLOPE Q� o �� � g" SOLID PVC �� � CO�➢NE,,TIGN TO BE „��AL r_tD ♦ INV.=44.0' p" � 8"x4" WYE 8"x4" WYE � '�``'� DURWG tXCAVATION AND � ; \�� p Q CoN „ �� CONNECT 100 LF � �•�% Q- � � GRND=47.?�, / �� �/ y\!'�' " ,� r � -P INV.=41.6' INV.=41.9' $"x4" WYE BEGIN 8" INV. BEND=42.1' �G�� � ' PROVIDED TO ENGINEER FOR , � R, a 4' PERF. PVC PERF. TO �� 5 0 4" INV.=46.1 ���+►, �� ���� --�� �r � ���� ��n SOLID � � � , � , � � � � - � - � � � - � - � � � � � � � � � � , _ , ,,,� � , � , �INV.=42.0' SOLID PVC �+�F,�. �� FINAL DESIGN � � � \ 22�• VC 4,> SOLID `s0 ., ;' n� � , � ' GRND-46.0' ~ _- �1.� � � �_���-�-�� , � , �. , � _ w ♦ ti 45' 8�� SOLID INV.=42.0' ,o ; ' �' o � � , � '' � ' � 1.0% GRND-46.0'- -- - - -- �i� � � �' � � �� � � � s � � � � 19. M N � / � , � -_ 4" INV. 44.4 � pqo ° ' °' BEGIN 4" PERFORATED ♦ 8"x4' WYE � ��� 4" INV.-43.9' 299� BEGIN 8° $��x4" WYE 8° SOLID 45� 8" SOLID INV.=41.0� , � � ' � �'�% UNDERDRAIN �'� SOLID PVC INV.=43.4' INV.=40.5 � � , GRND=46.1' � ' � � � EXIST. 15" DIP STORM � �, INV.-44.9' ♦, GRND=46.8' 1.�% � , � � + EXISTING�' ��� , 4" INV.=45.2' , � � , �� GRND=46.1' M PLANTER DRAIN CLEANOUT � � ' � , Nv.=3Y7 .. � ' � 4" INV.=43.4' SEE LANDSCAPE PLANS � ' C017 (TYPICAL) (L103) FOR ROUTING OF EXISTING STORM WATER IRRIGATION SLEEVING INTERCEPTOR TANK. INVERTS OF � �� � �� � ENTERING�EXITING PIPES UNKNOWN 2-�% 4" PERF �,n N RIM=8145.75' EX/S , INV.=44.0' N o 4" PERF. T 18 RCP STO �� INV.=43.1' PROPOSED 4" INV IN BOXA NV.081387 5' � 2369,� '4'� PERFORATED UNDERDRAIN CONTRACTOR TO EXPOSE EXISTING ALONG CONCRETE BAND INSTALL 2'x2' CONCRETE 18" RCP STORM SEWER AND (SEE DETAIL) CONNECT TO BASIN WITH SOLID COVER. ' ' DETERMINE WHAT STORM WATER IS STORM SYSTEM CONNECT PROPOSED 4" PVC COLLECTED BY THIS PIPE. PROVIDE OUTLETS TO CATCH BASIN INFORMATION TO CIVIL ENGINEER RIM=8146.0' FOR FINALIZATION OF PLANS RF198 TRENCH DRAIN 15 AUGUST 2011 INV. OUT 12" RCP=8140.3' EXIST. STORM /NLET 7 B.D.RESPONSES 11 APRIL 2011 R/M. = 8145.3' 4 ADDENDUM 2 02 MARCH 2O11 B 2�X2' STORM INL T /NI/ERT 18" (W) = 8142.6' 2 CONSTRUCTION 04 FEBRUARY 2011 C018 (TYPICAL) IN�ERT 18" (S) = 8139.3' NEW /Nl/ERT 12" RCP (N)=40.1' � _ _,.___.----- - - ISS.# DESCRIPTION DATE __.__ _.._ � _ _ _._----` � ARCHITECT'S PROJECT N0. : 2�064.04 3 . .- . ¢ ,..,...-_ '--_ � 1 . _.__.---�'"�� GRAPHIC SCALE � i, � ° � � � ' :. -� � ; . ' ' 0 10 20 40 � , - - o ; - - N .�,._..._...�.. . :� -�...�_._ _. orn I . � � _ � _� . _ � . ..._..._ .� � _ �\ / ; ..._..._ � _ . m _ _ � . ,; � ..._... _..._.. 3 % _ . - - SCALE� 1"= 10' _..._ _ -� _.._ ;. � / _..._ m � _ ` . , � ! �"'� J ' ` � '� LEGEND � , , - , � C '� �"\ ..\ • / . � %: \. � �� '� � � ����� IJMIiS OF WORK PIC PR�f'C,�FD iR ,:')h:�Jl` E � � � � �/ k ' ����.� : i' EXIST. WATER VALVC PE PROPUSED ELE R�� O / ��-�-..._ I .. m / ���� -..� / j � � SIGN FIRE HYDRANT pG PROPOSED GPS : ._..� -��_ 2i / � _ � ��.. '��-�-_._ ! pH PROPOSED PHONE � � ,/� . �� -. _ � � / .�� EXIST. STRECT LIGHT SEWER MANHOLE � KEY PLAN � � �� ����'�-_._ i � ,� pS PROPOSED SEWER � .;/ �� \ -�.._ �' i . EXISL SiORM INLET EVERGRECN iREE � � b160 �- EXISTWG CONTOUR F ,,i I \ ..._.._..._...�..._ -� • / . k � . __..._�-- pW PROPOSED WATF� \ � � � � � �� �=�0 PROFOSED CONTOUR PES PROPOSED ELEC�RIC SERVC'r.: C � i \ i: � ,t f�F �,> EX�sT E�E�TR��A� ��NE pN PROPOSEO TE�E��S�oN SE��,�� LEVEL 1 °' � �' �i � ' + a � DRAINAGE PLAN � ♦ % / CONTRACTOR SHALL PROVIDE � EX'ST �A' �'N� P"'S ��°P°'E° `"ATER SER�"�E � 1 1`\ �� /� � -%ta rea r��. EXIST. PHONE LWE PSS PROPOSED SEWER SERVIG � � �, ', ♦ ;% + AS-BUILT STORM DRAINGE PLANS, ,�w �E„ ,,, EX,ST SEWtR �,Nt PHS FROPOSEO PHONE SE����F N � \ • % N � � � ; REFLECTING COMPLIANCE WITH .:,r »:�r ,a�> EX�ST WATER ��NE P�s ���POSEO �AS SFR���F _ � ` � ` / APPROVED CONSTRUCTION PLANS •■•■■■■• ��°-°`E° r�_�-�T a � � '� . i + i � `'� 3.3%_ PRO?. GRADC � � �\. �� 8151.5� EXIST. SPOT ELEVS. m \ \ / �V '�� � � � PROP- PLANTER DRAiN, ARFA IN��_FT � 1 `'� � _ � + + 50.5' +TOW 51.0' FROPOSED SPOT ELEV. � i i � �� � � � � � � �c) PROPOSCD BOLLARDS TOW (BOW)= TOG OF 6VA'�._L !BOT-OM OF EXf'O�ED WALLj V 0 O I'RUPOjED STRE�TL'�GHT IF?BI4��A110N \%AC�,.�� rn 0 > O � 'a' SILICONE SEALANT 1/4" � '' CONCRETE SPANDREL BEAM-_ � RECESSED BELOW THE -� FINISH SURFACE DOWNSPOUT FRAME & GRATE � (RE: ARCH) PER PLAN � � �/4" CONTRACTOR TO PROTECT CONCRETE �HM�., NON-SHRINK 1.5" MIN. '�I �' '�1�` GROUT i2" �n�E A�uMiNUM e � FROM TRAFFIC UNTIL COMPRESSIVE ��r y '�',�, EXISTING CONCRETE � " ,r� ` - SOLID PARAPET WALL WRAPPED DRAIN PIPE , „ ' ' ^_ ' - STRENGTH REACHES 4200 PSI r� 2' SQUARE �COVER (H20 ,- V (COLLECTS LEVE� 3 DECK � � � ° . -° �� � , � DOWNSPOUT � � INSIDE DIMEN. � � TRAFFIC � DRAINS) � (RE: ARCH) Prefabricated pvc EXTENSIONS RATED gUILDI G yy CRETE PROPOSE CO adapter (cap/plug) for AS REQUIRED �� \ REMOVE 3.25" OF CONCRET S {� * down spouts, caulk TOPPING SLAB & INSTALL JOINT � 5' O.C. . ` around downspout. w ' CONSTRUCT 1.5' WIDE '���� FINISH GRADE - O DRAINAGE PAN SLOPE TO �'C�� 1 � � � � ' TRANS l/ERSE CON TRA C TION JOIN T ��i � Q � EXISTING DRAIN 4 PAN FLOWLINE DEPTH ; � > , �18" X1S" X2" ' Install 4" below finished KNOCK-OUT (TYP) VARIES FROM 1/2" AT g P P : INLET FRAME 8C COVER SNO BRIDGECONC. 5' �DNG SLABG / BEGINNING OF PAN TO 2.4" r and Ic verdwith to soil � EXISTING S AB � AT END P VC TOPPI Install flush with finished � EXISTING % CO rl ht 2010 Reducer/adapter if grade in hardscape areas. ap � py g required 4" SDR 35 PVC � � 25 ��2„ , SLOPING CONC. � 9, 9, 424o Arch itectu re I nc. , _ , _ , , � � �� � ' VARIES � `- �___ � �� EXISTING �5 P�� Downspout size is unknown, BoTroM oF , J coNC. ��o saR coordinate with Architect. 24„ � �oue�E r c�ROER TOwN OFVAII. c�" `'� � 31„ � - � � DEPARTMENT OF PUBLIC WORKS ' 2 SQU ARE PRECAST BOX DETAIL M SAWCUT NEAT LINE AT � � 1309 ELKHORN DRIVE j' CONNECTION TO EXISTING VAIL,CO 81632 CONC. (TYP) INSTALL 3.25° THICK PAN � t:970.479.2158 CONCRETE BONDING AGENT CLASS P CONCRET ROUGH, POWERWASH & APPLY BONDING AGENT TO EXIST. CONC. ARCHITECT 4240 ARCHITECTURE INC N.T.S. N.T.S. N.T.S. N.T.S. I 3003 LARIMER STREET DENVER,CO 80205 A DOWN SPOUT CONNECTION B 2' X 2' STORM INLET (18� SUMP) C LEVEL 2 - SECTION B-B D CONCRETE DRAINAGE PAN t:303.292.3388 f:303.292.3113 CIVIL ALPINE ENGINEERING INC. ENGINEER 34510 U.S.6 UNIT A-9 6" 6" EDWARDS,CO 81632 WIDTH OF RAMP t:970.926.3373 f:970.926.3390 INSTALL JOSAM 32204-81 A CONCREfE BAND SURVEYOR PEAK LAND CONSULTANTS,INC. CASTIRON 12" ROUND SUPER CONTRACTION 1000 LIONSRIDGE LOOP FLO TOP W/ SLOTTED BUCKET INSTALL JOINTS � 5� o.c. N OTES EXISTING CONCRETE VAIL,CO 81675 AND 4" PVC OUTLET. BOND BREAKER \ REPAIR/PATCHBACK CONC. s„ ALL RAMPS SHALL BE ADA COMPLIANT PARKING GARAGE WALL t:970.476.8644 TOPPING SLAB DAMAGED • • • • • • • • • • • • • • %� THE SNOWMELT SYSTEM PROPOSED 4" CONCRETE DURING INLET INSTALLATION • • • • • • • • • • • • • • DETECTABLE THE DETECTABLE WARNINGS SHALL BE MADE IN PAVER �� SPECIFICATIONS AND DESIGN, STRUCTURAL MARTINIMARTIN INC. • • • • • • • • • • • • • • WARNING FORM WITH A TRUNCATED DOME SURFACE. THE DOMES ENGINEER 12499 WEST COLFAX AVE W/ SNOWMELT � p 2' TALL CONCRETE INCLUDING THE SIZE, •I• • • • • • • • • • • • • PAVERS SHALL BE PLACED IN A SQUARE GRID. SPACING, AND LOCATION AND LAKEWOOD,CO 80215 � � � � � � � � � � � � � PARAPETWALL, TOBE � 24" REMOVED TO ALLOW FOR METHOD OF ANCHORING THE t:303.544.2750 . . . . . . . . . . . . . . THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LOCATED „ , I TUBING, ARE BY OTHERS. . . . . . . . . . . . . . . AT THE LOWEST POINT OF THE DETECTABLE WARNING WELL SNOWMELTED CONCRETE � EXIST. 5.5" CONCRETE �` - - � . � � , , � . . � � . , � REMOVE EXISTING 12' , MEP BEAUDIN GANZE CONSULTING TOPPING SLAB WIDE DAMAGED NEW 4' CONCRETE SLAB. ' � � � � � � � � � � � � � � CONCRETE CURBING, INSTALL 6"x 6° (W2.9 x W2.9) ENGINEER ENGINEERS,INC. . . . . . . . . . . . . . REPLACE 3.25" CONCRETE 222 CHAPEL PLACE PRIOR TO CONSTRUCTING �LDED WIRE FABRIC TIE i 4" CONCRETE TOPPING SLAB. INSTA�L 6"x 6" (W2.9 x � NEW CONCRETE WALK SNOWMELT TUBING TO WIRE. UNIT AG201 EDGE ASPHALT SLAB WITH SNOWMELT W2.9) WELDED WIRE FABRIC TIE 8" BAND SECURE SNOWMELT TUBING TO EXIST. DOUBLE EXISTING CONCRETE BOTTOM OF TOPPING SLAB SYSTEM (RE: STRUCT) SNOWMELT TUBING TO WIRE. AVON,CO 81620 INSIDE CAULK OUTLET� SNOWMELTED PAVERS PARKING SECURE SNOWMELT TUBING TO CONNECTION SHOWN TEE GIRDER � STRUCTURE � INSTALL A DEfECTABLE WARNING WELL I EXP. JTS �, BOTTOM OF TOPPING SLAB t:970.949.6108 EXPANSION JOINT � 4.1° THI K 4" THICK (RE:ACH) ��� I �' LANDSCAPE MARY HART DESIGN ���EXIST. DOUBLE�� � 1.5" RADII N E�T ��, ��� 8162.52' F / ARCHITECT POST OFFICE BOX 8528 PENETRATION (DETAIL H) P LAN VI EW O F � � 2% BRECKENRIDGE,CO 80424 I TEE GIRDER;' —�-� � � � � �� � � MATCH EXIST. ' t:970.389.3583 D E T E C T A B L E W A R N I N G A N D W E L L sNOwME�E� ° ° ° FF �EVE� 2 �' ''� ' s,s2.4s'__, 4' PVC OUTLET� � � � ° ° ° ° ° ° � I �� 8" BAND 24" 6° CONCRETE STAIRS j� TOPPING�SLAB� , � � � �� � � _,�� � � �_ ��� � ��' INSTALL SNOWMELT � � � EXPANSION TUBING (TYP) 5 ', R JOINT DOMES (TYP.) / �VARIES PER PLAN � 10" PRECAST � � / % P�aNK eRiocE ', REMOVE AND DISPOSE OF CONNECT 4" DRAIN OUTLET TO 2 5A - - - ": - " -'� CONSTRUCT EXPANSION (RE:sTRUCT) � EXISITNG COLLECTION SYSTEMI �r -�-�-1�-°-- � "- JOINT ALONG EDGE OF ROUGHEN, POWERWASH AND � EXISTING 3.25° CONCRETE � � � P R O P O S E D APPLY CONCRETE BONDING - ' / � TOPPING SLAB AND WWF ;�� � � �� i� p � g" SAND FOUNDATION CONCRETE � ' / (HUN G F R OM L E V EL 2 i /E X I S T I N G AGENT ON ALL EXISTING �'- - - - �� CEILING GIRDERS 18 1.5' CONCRETE ppOR TO NEW /� � I � 24" LONG #3 REBAR � 24" STORM CONNECTION" CONNECTION � � 1 � �/ ��3/4" DIA. DRAINAGE WEEP (RE:MECH) (RE:sTRUCTURa�) � O.C. EMBED & EPDXY 4" � INTO EXISTING TOPPING I � HOLE � 3' O.C., FILL WITH S�AB (RE: STRUCTURAL) � � / � WASHED ROCK AND COVER �� ROUGH, POWERWASH & APPLY � W j i HOLE WITH MIRAFI 140N BONDING AGENT TO EXIST. CONC. � � O � ��d GEOTEXTILE FABRIC � EXIST. DRAIN COLLECTION 4" PERF. DRAIN�= SYSTEM FI Q SECTION A—A � W Q N.T.S. N.T.S. N.T.S. N.T.S. � ' + � E JOSAM DRAIN INLET (LEVEL 3) K ADA RAMP EAST LIONSHEAD CIRCLE F LEVEL 3- SECTION A-A G LEVEL 2 SECTION A-A� CONCRETE WALK v o 4 ( ) owo w � U _ � J � J Q +� 1�4" BELOW SURFACE 3/�� ��OOLED JOINT z W > LIISPERSE LARGE ROCKS IN THIS ZONE / �� � � � � PROV1�En RocKS no Nor iNrERFERE wirH I SILICONE� � � � � � � �acK F1�� coM�ACr1oN REOUIREMENTS � � SEALANT � �1�4° ���2" � r�3 �� � SIUCO�NE ,lOINT BOULDERS GREATER THAN 12 INCHES TD BE REMOVELI � �ROM BACk �ILL ANLI LIISPOSED 0� 0�� SITE, � � � � � � � S��NT T � � � _ � �� � - �� ., ` PREFORMED T ' � , _ �� No RocK A��owE� �RE�,TER THAN 5 INCHES ° JOINT � � � CAST IRON D&L ` MATERIAL 1 / CLEANOUT FRAME AND �� � �1/Z" covER (H-aozs) w/ 1�" � � - PROPOSED FINISH °CLEANOUT" ON COVER GRADE (PAVERS) SEE SPECIFICATIONS FOR �'`/ COMPACTION REQUIREMENTS � � �rES �°e� i TREN�" BA�K F'�� EXPANSION JOINT CONTRACTION JOINT THREADED PLUG AND CAP �' _ _ _ _ __ _ _ _ _ � �P+ / (WEAKENED PLANE JOINT) �- -�� �- - � - • ��� � 1�„ � � �— - _� - _- _- _- _- _-_-_-_-- _ - - - v❑ �c,2� A�i rw�-� � - - - � _ _ _ - - - - - - - - - - - - G��AiE� THAN 6 '1�C�;ES BEDDING ZONE i O I SEE BELOW NEW 4" MIN RF178 3RD LEVEL SLAB 11 AUGUST 2011 PIPE SUB GRADE, STABILIZATION � � ) CoNCRETE S�,4B. ROUGHEN, POWERWASH AND N.T.S. MarERia� iF REOUiREO - INSTALL 6"x 6" (W2.9 x W2.9) APPLY CONCRETE BONDING RFI88 2ntl LEVEL SLAB 10 AUGUST 2011 WELDED WIRE FABRIC TIE AGENT ON ALL EXISTING J CONC. JOINTING DETAILS 10 VE ITEMS 16 MAY 2011 SNOWME�T TUBING TO WIRE. 7 B.D.RESPONSES 11 APR�L 2011 SECURE SNOWMELT TUBING TO CONCRETE PRIOR TO NEW � ea,cKFi�� & coMPacr BOTTOM OF TOPPING SLAB CONCRETE POUR 6 ADDENDUM 4 10 MARCH 2O11 TO SPECIFICATIONS LOCATIDN TAPE T❑ TRENCH ZONES / 4 ADDENDUM 2 02 MARCH 2O11 PLACE 3M LOCATING DISK BE PLACED 24" L�CATI�N TAPE T❑ 2 CONSTRUCTION 04 FEBRUARY 2011 APPROX. 1 FOOT ABOVE SERVICE ABOVE PIPE ❑R AN END BUT DO NOT BURY AT PROTRUSION BE PLACED 24" A DEPTH OF MORE THAN 6'� ABOVE PIPE ❑R ANY APPROX. TOP OF EXISTING \ � a" Pvc CONCRETE (TOC) ISS.# DESCRIPTION DATE COMPACTED 3/4" SCREENED ROCK \� / MAINTAIN MIN. 4�� THICK ARCHITECT'S PROJECT N0.: 2'I 064.04 i / 12" THICK 7" THICK FOR SNOWMELTED SLAB T � N � /i 3 MARKING TAPE TO BE � 8174.14� CONCRETE RETAINING � PLACED 24" ABOVE � � � ��TRENCH BACK FIL�� WELCOME CENTER_ � ___° � + RqM� WALL (TYPICAL) — --_� a PIPE OR ANY �, ' " - —� EXIST. 8173.841 iO PROTRUSION � � � � ) � � ' �� �i � o o� o a o o `� � F 2 22-1 2° ELBOWS M � � � oR 45° BEND � o �� � I � � � I I i I ` ° --- -____ _{------ � INSTALL WALL SLEEVE: 4° � � o o � � � � I - -�- _ � � ETER 0 � eE�� rvPE P�uc, y ° N- �- " __"------_j - PENETRA I GN PIPE � � � � WHERE REQUIRED COMPACTED BEDDWG �� I = - � � I / � � � MATER�n� � � O° o INSTALL � � � � o � �, EXPANSION JOINT / / BEDDWG � � � � � � � � � � I U �' zoNE �RE: ARCH) � ' ° / CONCRETE ADA RAMP WITH � � F�ow / WARNING DETECTION DOMES � uN�isTUReEO , REMOVE EXISTING TOPPING (SEE DETAIL SHEET C017) REMOVE EXISTING CONCRETE TOPPING SLAB BELOW � � � � � � � � � � � � sol� �e o� �� o � o i SLAB OVER STRUCTURAL PROPOSED RAMP � 00 °� � oo CONCRETE SLAB. INSTALL � ��� � `�°- RIGID FOAM TO MAINTAIN INSTALL RIGID INSU�ATION TO � U I � T H I C K N E S S O F R E M O V E D MINIMIZE REQUIRED CONCRETE \ C A U L K O P E N I N G W I T H 2 � TOPPING TOPPING. � PART POLYSULFIDE � SEwER uNE, SEE PIPE SUB GRADE 6�� 6'� 1�4 O.D., PROPOSED STORM OR CAULKING KEY PLAN � PLAN FOR SIZE WYE WITH 45° ELBOW MIN. N 6 MIN. UTILITY PIPE � (ALL BELL FITTINGS) � PIPE BEDDING Z❑NE DETAILS � ° _ C � __� -���� ti,A- �;��r _ _= ,���� ti-a-_= E. I � � �HNirATioi� nisTei�_T SANiTATmra nisTr�ieT N � cENERa� NoTES SEWER CLEAN❑UT SEWER PIPE BEDDING �8 a � 1. ALL CLEANOUTS SHALL BE DESIGNED APPROPRIATELY FOR THE SYSTEM THEY ;� ARE TO BE USED IN. ENGWEERS SHALL SUBMIT CLEANOUT PROPOSALS FOR N.T.S. N.T.S. � REVIEW BY THE DISTRICT PRIOR TO CONSTRUCTION. THIS ALSO INCLUDES THE �?H�E N❑NE PATE 3-1-00 'A��' N❑NE DAro OL-OL-OG � POSSIBLE USE OF PRESSURIZED CLEANOUTS AS WELL. 3 ���Si°"� 1z'31'°1 ��'-��'°"�'1z'31'°1 L LEVEL 3- SECTION B-B I PIPE WALL PENETRATION �° B-4 S-10 o A�PROVED F�1R YEAR 2004 APPROVEn CONST-REV z006 rn 0 > O � 'a' i i _ n = � i i i LEVEL 2 GARAGE SCALE� 1 5 ' . n � � � � LEVEL 3 GARAGE— SCALE� 1 = 5 � ' � , � � i ' i �''�r�`'''.�'.s► , i , �� � � , i , .� � � - - - - -- - — � — - � � � — � - - - - - - � � ' EXISTING +/- I I EXISiTING +/- 1.6' � � t * 9.0' —� � � � �- - - - - - - - - -i � � I� -- - - � C�'C�-� i1 � I � � � I I �� i � � I i � � � � I EXISTING DECK I � �� � � INSTALL EXPANSION � JOINTS, TYPICAL I JOINT AROUND � I (BETWEEN DOUBLEi � � � I I copyright 2010 COLUMN � R FI TEE GIRDERS) TOOLED CO�N NRA(T 0�i _ � I � i 424o Arch itectu re I nc. � 088 � I � I � I � � I I � I TOWN OF VAIL I '', � � CONSTRUCT I � I DEPARTMENT OF PUBLIC WORKS ,�� �� � I TOOLED TRANSVERSE EXPANSION JOINT AT I I EXISTING +/- 1309 ELKHORN DRIVE TOOLED CONTRACTION CONTRACTION JOINT VAIL,CO 81632 � TYP C�? 5' O.C. INTERFACE WITH � 9•�� —� t:970.479.2158 JOINT (TYP) � � � � � � EXISTING CONCRETE_—------- � I I � �� � (RE:ARCH) � \ � P POSED I j ARCHITECT 4240 ARCHITECTURE INC 4 � � � � SN WMELTED � � 3003 LARIMER STREET � � � CO CRETE � ��� � � I I DENVER,CO 80205 \ � � � � t:303.292.3388 f:303.292.3113 \ � � � 4 � � I � NGINEER 3 5PI0 U SN6 IUNERW9 INC. 088 �...�..._...-...-...-�..-� � � . . _...-..._...-. .. � � ' ��� �� �` i i I EDWARDS,CO 81632 � t:970.926.3373 f:970.926.3390 CONSTRUCT ' CONSTRUCT � � / � I EXPANSION JOINT AT � EXPANSION JOINT __� ��� �� � ,� �� � I � � SURVEYOR PEAK LAND CONSULTANTS,INC. INTERFACE WITH I/AROUND COLUMNS- � EXISTING CONCRETE � � � /� (TYP) � ��� � � ���� �� � � i 1000LIONSRIDGELOOP (RE:ARCH) ' r,� I VAIL,CO 81675 � ' � I t:970.476.8644 I � � � I EXISTING DECK i � _ _ � � I j =�-- I JOINTS, TYPICAL STRUCTURAL MARTINIMARTIN INC. � � � � � �� � � � � � � � � t � � � � � � � � � ..—...—. I ' (BETWEEN DOUBLE li ENGINEER 12499 WEST COLFAX AVE � T E E G I R D E R S) LAKEWOOD,CO 80215 � - ----------- � � I I t:303.544.2750 ��� � (U ----- � I MEP BEAUDIN GANZE CONSULTING ,�; I � ENGINEER ENGINEERS,INC. r ; CONCRETE PLANK I; CONSTRUCT ,- � ��� EXPANSION JOINT / BRIDGE RE: STRUCT �� -�..—..._... � � � 222CHAPELPLACE � ,, , ��, ( ) � � � (RE: ARCH) ;�� FI � , � - - -- --- PROPQSED � UNIT AG201 ' - o �Q f SNOWMELTED � � AVON,CO 81620 �- U CONCf�ETE � I 1. WELDED WIRE FABRIC (WWF) SHALL BE t:970.949.6108 �� a _ a- ' , - � I PLACED AT THE BOTTOM OF THE � \ J - " ' I � SNOWMELTED CONCRETE. ARCHITECT POST OFFICE BOX 8528 � „ � LANDSCAPE MARY HART DESIGN / ; _ � ��� I � � 2. WWF SHALL NOT CROSS EXISTING � � �� i � GIRDER JOINTS BETWEEN TEES. BRECKENRIDGE,CO 80424 TOOLED CONTRACTION �•�—���—•.. � �� �� ���' �;� �\� I JOINT (TYP) I � 3. WWF SHALL BE INSTALLED 3" CLEAR � �. , � /�� � � � � ��� I I � FROM ALL EDGES OF CONCRETE t:970.389.3583 N T.S. i i FI � � i 78 i A CONCRETE JOINTING PLAN LEVEL 2 .. _.. _ .._ . _.. , ; � � 18'PLANIER WALL I O� � I � � I MH FRAME AND , ' I � COVER D&L RING dc COVER-SET TO RIM=8147.5' A1043 OR EWAL �pARALLEL FlNISHED SURFACE PERFORATED PIPE 2�-0° Min. � � � � CONSTRUCT � � � I CLAY DAM TO FORCE x /ADJUST TO REWIRED GRADE 1N1H A � • �� MA%IMUM OF ONE-2'THICK R�NfORCEO EXPANSION JOINT AT � � wn�R w10 souo PiPE �` INTERFACE WITH .. —. .— —...—...���� � � � � � W r a 1 / ^� � � CONG GRADE RINGS SET IN NON- ��� �81�3, EXISTING CONCRETE � � / I � O MIRAFI 140N� � � � � m�,� s�RiHK c�our � > - � --__�' �__ T �; � SOLID PIPE � < �� �PRECAST ECCENIRIC CONE �pryNECT DISCHARGE LINE (RE: ARCH) � ' �� I -- --...-: __ I . 2 7 � TO 4'SdJD PVC STORM }� � !1�9 °o T GROUT/GASKET PIPE IN PLANTER INV.43.0 ` � � � 4"� ---��-- ------- CONTRACTOR TO PROVIDE AND -i � - 9� .I. � PENE7RATION(TYPICAL) I \�� r� I � \ I � - � pApppp CONNECT ELECTRIC AND P�NE TO '"i� / SLOpE AT � � I _ �����App SUMP LOCATION FOR PUMP ALARM. 2X MiN. L j � W ----- -- -=-R!�K��__ . % Flow CONTRACTOR SHALL TEST PUMP - � -- --- �- . . ' ---� 1 \ I� II %�-' � - AND ALARM TO ASSURE THEY ARE � �_ / --------- �- �-�-��_--�� �� � - WORKING PROPERLY � � ; � —' LL � � I C"� O 1 o .� j T zo � 6� PRECAST REINFORCED CONCRETE ...—...—...—...—...�..—...—...—...—. .. I � W � / � i Y , ` MANHOLE BARREL PER ASTM-C478 7.5'PVC SUMP PUMP ��—. . ' ..._..._..._..._. 3/4" WASHER ROCK m a wini s'rEas I � 5'MIN � DISCHARGE LJNE ' � O � �� � V N � ' I ��� INSIDE LIP TO BE HIqiER � r` I � O 4'-0"DIA _ �THAN WTSIDE LIP � � i � � U J CLAY DAMS TO BE INSTALLED AT � i ALL CONNECTIONS OF � Q PERFORATED/SOLID PVC PIPE. ir+sru.�t"DIAMElER RUB'R-NIX(OR EWAL)JOINT GASKET� ELEVATOR FOOIER � CONSTRUCT ' �� J AND GRWT JOINTS INSIDE AND OUTSIDE,GROUT L1Ff HOLES � � � EXPANSION JOINT �- ----- � � � � ON INTERIOR,INSTALL 1 1/2'DIAMEIER RUB'R-NEK ON - i r w MANHOLES MANHOLES URGER THAN 48' � ��P� 4�PERF.SUBDRAM . � i I � AROUND COLUMNS ALL MANHOLE S7EPS N77H BIIUMINWS OR W��Y�� TYP � N.T.S. � ��-- ' � � � I O � PLASTIC COA7ED MA INDUS7IilES OR EQUAL MIN. SUMP PIT WITH SUBMERSIBLE � II i�� � - ZOELLER 900 SERIES PAq(AGED ' I � � � SUMP PUMP !' � G CLAY DAM . -----�00-0002STANDARDMODEL — � - - - - - - - - - - - - - � - - - - - - _ _ PRE-PACKAGED SUMP=38.18' IN�8137.3' �22'TALL x 21'0) , � �' � ���� � � � � � � � � � � � � � � � � ORDER ALARM,/10-1494 � ',.� � � � z . 8'MIN � = j� so�� � I I� � � � //� ��� � �I� �/ ���� FlRSr°enRRE sECnoriBACnsTND I ;�! C CONSTRUCT 'I CONCRETE PLANK I I SCALE' 1� �J' / �/ ��� MoNOUn+ic nsna-ca�e EXPANSION JOINT I RIDGE (RE: STRUCT) i I � � ~ (RE: ARCH) � \' � D ELEVATOR SHAFT M SECTION 1.`ALL CONCRE7E WORK SHALL COMPLY INV.= 8.68' �`. i� �: �--- � NATH LAIEST ACI-318 SPECIFlCATIONS - .� .� �� ' � � C017 SUBDRAIN �j%� � ' STANDARD MANHOLE � � A �� � / — , \ � ��.��� �g � � ( �\`�� ", �\ � � � CONC. FOOTING ��/� � � ° � � � � TYP (RE: STRUCT) A �� N.T.s. N.r.s. :/ �, TOF=8139.3���e ���,,m SUMP PUMP IN MANHOLE � A � `• BEGIN HIGH PT. H B CONCRETE JOINTING PLAN LEVEL 3 / Q�' � �� ��O 4" PERF. PVC �.^�a � /> INV.=38.80' RFI78 3RDLEVELSLA6 11AUGUST2011 Q�� � i� TENSION LAP SPLICE RF188 2nd LEVEL SLAB 10 AUGUST 2011 a � i , LENGTH + FoOTER BYTST U DTURAL ENOW�EER 4 ADDENDUM 2 02 MARCH 2O11 � � � .�� ��� � ���� � 7H�CKNESS (sEE —� — � � 2 CONSTRUCTION 04 FEBRUARY 2011 i I STRUCTURAL S300) I� CONC. SLA6=8139.3' �ie �� �' I� �` �i� ISS.# DESCRIPTION DATE � I � ie WALL � / � �T�� �� ,�' 1.5 X D E SECTION ARCHITECT'S PROJECT N0.: 2'IO64.O4 � / � � /�� �Q�o (4.0' MAX) C019 � ; l ; � �^ � / � �<� �I ����a��'1� � , ���,- i � Q�v� � STRIP FOOTER � �� �� • BAR SIZE AND # TO � MATCH FOOTING v ��� � /� 0� ° � //� i CONC. FOOTING LONG BARS ' \ e ° � � INSTALL 4' DIA. �e TYP (RE: STRUCT) `� � CONC. MANHOLE � TOF=8139.3' STRIP FOOTER � �;�� �� e RIM=8147.5' �� � , � °' e INV CONC.=37.3' /�� � (PIPE��DIA.) � � INV.=38.42'�� i � I i� INSTALL SUBMERSIBLE SUMP PUMP FLOW FILL PROVIDE OVERSIZED SCHD 40 4" MIN 3 � ` � �' CONCRETE � PIPE SLEEVE, FILL WITH w � ��e W/ 1.5" DISCHARGE. ZOELLER 900 NON-COMPRESSIBLE G �� � SERIES, SIMPLEX INSIDE OF 4' -- MATERIAL. LAY PIPE AGAINST CO CRETE � � I A••A �� \ a�\ � � STRIP FOOTER ; T (SEE STRUCTURAL F� � MANHOLEEOUTSIDELOFI ELEVATOR FoR Foo�R j BoTTOM oF SLEEVE �F � � � � � 79'OV�, � \�� SHAFT FOUNDATION/FOOTER (RE: THICKNESS) - -- J CONNECT 1.5" SUMP PUMP t� STRUCTURAL) g" Q DISCHARGE LINE TO SOLID � � �,, 0 4" SOLID PVC STORM ,G � V.=38.30� 3" MIN. CLEAR � (4) #5 � 3' O.C., CENTER o 0 0 o KEY PLAN COLLECTOR Q � � � BENEATH SLEEVE � � 0 � � ALL AROUND INV. CONNECTION=42.5' O � p � � � � SUBDRAIN Cj v � � � �o '►�F INV.=38.50' JOINTING & � � DETAIL � � -- H SUMP PUMP 2'-0" MAx " ��=� - C019 � ;: � a � ` i `m m N.T.S. N.T.S. N.T.S. N.T.S. � 'a� 3 C ELEVATOR SUBDRAIN PLAN D PIPING THRU FOOTING E PIPING BENEATH FOOTING F PIPING BENEATH FOOTING-2 0 0 � 0 > 0 � 'a' ... :.:. , , � _... . '�, F �� ,, :l , , � � � q. . 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TREE �R SHRU B PLAIVTf NG f�N 5L�PE SCALE:N.T.S. 9,CC7NTRACT{7R SHALL R£F�R T�PLANS FC]R PL,Af+lT Q�1ANTi iTIES ANCt lAYQUf. PRI�R T�C[]MMENCEMENT�}F PIANTIf�[�. ARCHITECT �o��x a��s '"�'�"° ;"'� �'�''y - � �° "� THE Ct7NFRACTOA SHAL,�MEET W/THE L.A.ANQ l]WfVEA'S REPRESENTATNE TO REVIEW TNE PLANS AND WALK Tl-IE SITE. Breckenridge,C{7$0424 CONTRA�T[]R SHALL IV�TIFY�.A.tN A�VAI�f�OF PLAI�T INATERIAL ARRNfNG OFJ SI�, t:97D.453.5878 2.LANLISCAPE C�NTRACT�R SHALL FIELa VERIFY ALL PLAhJT{�LJANTITlES AN�QINiENSfQfVS PRIaR TQ INSTALLATIQN WITH LA. FINAL LOCATIdN ANC}STAKWG❑F ALL PLANT MATERIAL SHALL BE ACCEPTE�BY TF�E L.A{JR{]WNERS REPRE�FJTATIVE IN ADVA�JCE OF PL4NTING.C{7NTACT�f��BASE BID SHALL ANT[CIPATE MBN�R FIEL�AQJUSTMENTS T[7 BE�LINES BY LANaSCAPE ARCHITEGT. LOCATI�NS MAY BE AQJUS�E�TO A❑QRESS FIEL�C{JiVaITII�NS AS WARRANT ED WffH APPROVAL pF L,A.,THE t.A.SHALL BE[3�151TE T�REVIEW LAYDU7 0�AL�IXJN7AI�IER PLAN75. [�UA[UTIT6E5 SHpWN IN F'LAh1�LIS75 AI�E F{7R ESTIMATiNG.PLANS SHALL G�VERN. 3.THE f��CATIC]N AfVD RRtl7EC"fEON OF ALL U11LfTIES,STRLICTURES AND F�(ISTIIUG LA�I�SGAPING 7�REMAIN IS THE R�5PDI�5IBILITY'(3F THE LAN�SCRPE CONTRACTOR.CONTRACTOR SHALL f11C]TIFY ALL NECE55ARY UTILITI'COMPANIE�48 �1aUR5 N11f�IMLl�vl PRIDR TQ❑lGGING�R VERfFICAT]�N�F ALL UN[}ERGROLJN❑UTILITIES.THE CO'�JTRAC�R SHALL FIELp FINISH GRA�E 1NITH MULCH AT A❑JUST LQCA71DE15 OF PLANT fl�ATERIAL AS f+JEC�5�ARY TO AV01❑dAMA{�TO IXISTIA{G UN❑ERGROUN❑UTILITlES AN�/C]R IXISTING ABOVE GRUUN❑ELEME�ITS.TREES T�BE PLANTED W1THI�1 B'OF LTTILITIES ARE TO BE BR�UGNT T�ATTENTIOhf OF � GROIJNDC�VE€�aR SHRL�B AREA O�IVEVER A1V�L.A.F❑R APPROVAL.ALL�HANGES REaUIRE�SFfALL BE COMPLET�D AT TNE CONTFIACTQR'S E7(RENSE AN� NflTE:IF SHRUBS ARE � � RRI�NE AhIY❑EA�OR dAMAGEQ BRANCHES SHALL BE CIX)RI]INATE❑WJ 7HE C7WNE�i'S FiEPRE"a��f7A71VE A�VC]T�fE LA. � � 4"TALL SUREL�7G SURE EDGE P���fN GROLIPI�9G5 � IMMEI]IATEl�Y AFfER PI.�NTING � � WITHIN A TREE OR SHRUB '� � TOP C]F R�OT BALL TQ BE PLAM-E�1"ABOVE 4.TF�lE LANDSCAPE CONTF�ACT�Fi SHALL NQTIFY THE L.A.OF AIVY DISCREPANCIES IN PLANT LOGATI�IVS OR€NSUFFICIEIVT � � ALIJMINUM��GER���"�4"x1 Ei'IN ` E TF� BECI.PERMEA6LE'U�JEECI � '��l � , F1NiSHEC?GRA�E T�A�C[7MO�AT�MLILCH. 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RIJUGHEN S10E5�7�PLANTIh1G PIT .�r :�- �,,;:.� ,�� r�; ,� � s � ' ' 3 mm_.m�.; I, ` _m_; ' m..m.._. ; ` ' : : [.m._ S ? : j ,'���... .,.�4 � i��-,. 1� ' S.A�LL LANt75CAPE AREAS SHALL BE GRAQED TO A SMO�TH EVEN SIJRFACf PRIOR T�ANY PLANT IfUSTALLATdON. P{351TI'+,'� � .......,......� t .�................: . q.-.,.-...,....-.-.s . } : � i....,....E ' :....,.�,t i i�...,....: . .. '{n"7 lJ�,?�A^Y.' i'�1 n'\7"._;1h�i�'�'../��'Q �f--^j f ? 3 �. : ! i .....i ; . , i i... i i f ..., ....i� � i-�—i_... , . . . . ��`._. - ' �.___: f j _ , _._; • : g €w""" • � � � • • � � � ,• :.: ,>•-'"•', ; .,y � •, - PLAN�'[3UANTI7Y CNAR7 $:�_ - °i�f� aAAINAGE FR�]M ALL BUILO�NGS 15 TO 6E MAIfVTAINE�WffH ACCUAATEI.Y SET F9�7WL1NES TCJ MAINTAIN FL[7W. WEED-FREE J _' ; �.:......__ : �..........:.: : .....'....::.; _...........> ;.:.....:......� .......... .....,... , .�a , . . . ? : : : 1 ; i.. .. ..:: ° i. ; .. ; f ....;(;. . 3; . - , �i, f , ...I;- „ ;� , �REMQIIE f�779�TAlI��R,�UA�.AP WlR�,QR OTHL-r� , _� - :° :,�• :f : P50 L PER SPECIFI T[ 15 TI7 BE INSTA �LEQ A�Jd iVLY PREA TC]R PVIINIM M 0 PTH�F 4"IN HRUB AREA 3 F F� .. ; _.._......� ; �.......... : .........: .............., ;............. . �.............. . .... .:: �,., ,;;� . ¢ � , TQ f CJ� pIVS L _ E11E S �] ll . � � S. [J : ,... . ,, ; : � . : : . • � S . : � : : ; ��� �i �- • :—::: ��=_'� � ��f.= — — �1h.-.:, �� =:��. ..-4..Y:,�f�,.::H�. : .. : + : ' : : � : � • : .. • • : : 4 : ::_...—, —::.—: E — � :— .� �, � r7 _ _ ..... ....: : ....._._..... . ..�....m..: . � : . . : :�m....._, . . . ::: , :: . . € ' '� _. RIX7f�ALL�Al`�F�IAL LCIQSEN ROOTS lF FfiQG, - : --; -- Ll�WN AREAS AN��"'AT NATlVE REVE�GfTATI�N AREAS. iVQ Rt1�K5 GREATER THAN�"�[AMETER OR�EBRIS WIL�.BE L . � . . � � ; ; . , . . . ( . , � . . . . .. . � ' ` SPACING #OF PLIalUTS SfACIEVG PLl#�[T5 PER Ff , , , . . t d F . . ... �� �<.......�f � � �• �n�:'. : . ... # . ........�... .�.,.�...._W . ..�........... . .............. ..�..,..�.... .: ...�... ........_......._.. OC7' � � t1 .�.� ......... . ::. � .. . . . . _ . ,� -._. . .:.. - ..: �_-t r, . . ... , ; : : = a : I..............s ...............: : ��.:.... � �1 t , .:°�.� . .......::�....... f� BQUN� _. r_.. , . .. _.. ._ _ �_,._� ACCEPTE�. ALLQW liME TC1 GERIV6INATE AND ELIMINATE'u'VEEQS. TQPS❑iL FC}R PERENNIAL ANQ ANNUAL�E�S SHALL 6E __..,. # ... .............. • . � , � � ' .� � i .......; � �.., . .; � ;� � , ;,�� 1 ,'O.C. 1 PR�V7aE�PER SPEC6RCAli�N BELOIIU. •.:. ,. (. . STAK�A5 PROVIC�€��Y MFG, FLl.1SH ..... ' '. : 's .. . ; � BACKFIl1 Mlx; SO°/a hfA,TIVE T[]PS[JIL,2Q°fn � : . . : , su$�AA�€ �., ; � ,....� ���.,.. . ; 2?S Fi{JOTBALL QIAMEfER PEATMIJSS/CC3MPOST. SATUFiATE BACKFILL ' . . . 9.THIS W�RK lNCLU[]E8,BUT 15 IVOT LIMITE�T{]THE FURI�I5HING�F ALL LAE3�F�,MATERI,4LS.EaUlPMENT.FIN'AL GRA�ING, WITH EDGER,SPACE❑PEFi _,._,,,�,. SEE PLANTING SPECIFICATIOfVS SEE❑ING,SQIL AMEN�MEM�,E7C.,AS NE4Y�E RC-C�UIFtE�FQR A C�MF�LgI'E IN57ALIATICJh9. MANL9FA�CTIJRER'S STAIVDARD ��D.ALL TRE�S SHALL BE STAKE❑1N ACC[7RaANCE WITH"AMERfCAN STAN❑AR[}S FOR NURSERY ST�K",PLIBLISHEO BY THE LIN�ISTLl�BE[}5�6L AM�RICAN A�SqCIATI�]N OF NURS�RYMEN,AN4 THE PLANTING❑ETAIL�. STEEL BED Ea�ER �CAL�:1-1 2"='I'-0" Sl�l R UC� P�I w�I I V�7 LJ��4L 5��:�.T.�. GRC]L!f�Q CC7VER AN D P�RENNIAL P�,ANTI NG DETAIL SCALE:N.T.S. .�� A���I���G TR�S TCJ REMAIN SHALI�PE PRQP�CTE�WITH PERIMEfER IiUSTALU]Ti�f�OF A'HIGFi COf�STRUCTION FENC� � � �� �Y�y��a �CURE[3 WITH STEEL STAKES AT THE TF3EE'S�RiP LIIVE.THE CONTRACTI7R SHALL NOT ST[3RE MATERIALS QR EQLJIPMENT, �RMfT BllR�lING,C]PERATE OR PARK EC�UIPNIENT UN[�ER THE BRANCHES flF ANY EKESTIh�G PLAM'T�REMAIN EKCEPT A5 ACTUALLY RE�IUIREI}FOR G�NSTF3L1CTl❑N IN TH(]5E AREAS. �J' � 12,ALL TREfS AN�SHF�IlBS AND PEREIVNIALS AF#E T�BE PiANTED 1N HL]LES T1N10E TI7 TFiREE TIM�S THE W I[7TH�THEER NQT� .`°° Wm'� ' RLlC]T 6ALL AN�6ACK FILLELI IN ACCH�ROANCE WffH THE QETAILS. 1.FOFi 7F��E5 3.5"CALiP�Ff AND GREAI�R � PRUf�E ANY[�EAD QF�OAMAGE[]SRANCNES IMhflE[}IATELY AFTER �� ..°,. ,` �� PLANTIN�,�0 rJ7�7T CUT SINGLE LEA�ER c.�OaT COfUTR❑L BARFiIER MEJST BE U5E❑IF TREE 15 _��� �;`, ..� T 13.11NLESS IN[]lC�4TE�flTHERWiSE fJN THE PLAN5,ALL TREE AN�SNRl18 PLANTING BE�AREA5 ARE TO RECEIV�3" PLAfUTE�WffHIN 5°QF CIJRB[7R SILEUUALK �EES MINIMLJM���TH SHRE❑aER QE�TL�KII1 WQOI]CHIP MllLCH T���PRC3VIp�[]BY THE TOWN�iF VAII� []IVP�Y �' � � � � .�� E7(ISTING TREF�'l7 REMAI WEL��pMP05"fE[]CHIPS 51�ALE.B�SEI.�CTEL}. PERE�CNIAL�E�S ARE T�AfCfCVE 2"M1N."501L PEP SflIL C{3N�I�QNER"VL+iTH MUST HAVE A�I UIV�UT LEADER&HAVE A UN9FE7RM ��.° .,,- .`.. � TAPER FRCINB�AS�T�TIP. TREES MUST ME�T AT LEAST '� � 2 PLY REINFflRCE❑RUBBER LlR PLAST]C HC1SE CHA�ING GLIAAE},MkN. � C{�,� N�WEE�BARFf�ER .. ' . . �ABRIC. ,. .;s� ` : . ... N[71�IVlAL CALI�'�I�6 H�IGH7 F{3Fi C�]N7AIAJER SfZE. � � � 3/4'CIPAM�R ; �(p' '_, �� aRIP LINE � � {]VEF��RflWN TREES ARE N�T ACCEPTA6LE. �� .a-�� (� y �' .• �} 14.THE CrONTRAGT[]R IS RESP�NSIBLE FOR THE REMOVAL FAOM TH�{JWfVE'A'S PROf'ERTY OF ALL WASTE MA�fER6AL 12 GA�l�GALVAMIZED SSl`EEEL VVIRE; ATTACH 70 G#�flMMETS IN STRAF'S � ��'°a � � *� � GENERATEQ FRC]M THE�LANTihIG{7PERATI[]N5.C�JNTRACTOR IS RfSPONSI6LE FCJR RREVE�+dTCNG THE RELEASE C7F SEQfMEllff �� ��~�'' � �` �, � FLOW FR�M THE Sli°E.ANC7 SHALL t�NFC}RM WITH B�ST PRACTI�S iN T�E UTII�I�ATIOhf QF SILT FEN�ES,STRAW 6AE1.5,�TC. 3 ADDENOUM 1 02.78.2{]19 � � � � � � A5'F�R THE ER�51�N C(}NTR❑L PLAN. ��,.,�`�f��.� q� ,��5��� � CDNSTREJCTION U2.U4.71}11 TREE WRAP WITH TR�1hiK W�AP TC7 FIRST BRAh6CH I M � z � � y`�`�..�.��•��, 15.LANDSCAP�C�NTRACT�R SHALL C[7❑R�€NA�E AL�WQRK W/R��.�4TE�CAIVTF�ACTOFIS AN�W/Ti NE GEN�RAL c� � '�.�Fp" (� �IVSTRUCTIDN OF THE PR[�JECT. I S S.� D E S C R I F�7 1 0 N [�A�� Ya"GI�4WANIZED'fURNBUGKLES,Ihl'5TALL 6°WHIT�FL�IGGI�VG FC]R �E��A�, .` VISf�ILIT'f AT EA�H WIRE 18.IXISTING TRE�S AN�PLlWT NIATERIAL TO REMAIN SHALL 6E STAKE�AND FENCE❑FflA PROFECTION IIV A E�1AMEfER AT fi'-a°O,C. � ����'"t � L£A5T E[3UAL T�THE QRIFLINE❑F fiHE TR�E. ARCFfITECi'S PE�C3JECT Alfl.: ���}�.�4 � TOP i]F R�T BAL'L TO 6E PtANTE❑2"ABpVE F�IUISHE[�GRA�E ;i T{7 ACGOII�OL�ATE MULCH LAYER 17.C�NTFWL'TflR 15 f�E5P�N51BLE F{{]R❑BTAINfNG ALL APPLICA6LE C❑NST�lUCTIDN PERNIffS. MIN.3"MULCH SNC]W FENCING 18.ALL PR{]PC}SEQ LAiV�}SGGIPING IS Tt�BE IRRi�GATE❑81'MEANS�F A LQW WATER L1SE.AuT�P,AATIC.LlNO�RGR❑UNO 1"'�1"7C 30"WOQ�STAKE INTO UNOISTIJRBEfl S�IL,3 PER TREE AT EI�UAL I�RIGATIL]N SYSTEM'J'dITH RAW 5EN5�R5,TIMEAS,AN�MULTIPLE Z�}N€5 dASE�L]fV ASPEGT ANL7 V'�GETATIL3N GROIJPihCGS. f� � SPACI6VG LAWN AREAS ARE T0 8E IRRfGA1�D 6Y ROP�IJP SPRAY COMP{]NEhITS. TREES AN�SHRU85 SHALL BE ORE€�fRRI�GATE�. �0 N(JT M4�C ORIP W1TH SPRAYR�TI�R IN SAME Z�PVE. NATEIIE REVEGETATE�I�AREAS WITHQUT PERMAEVENT IRRIGATIQN ARE TQ M �' BE EfTHER HANI3 WA�RE�11NTIL ESTABLISH€�,dR HAVE A TEMPflRARY IRRIGATi�]N 5Y5TEM. PERENNIAL BEf3S TO BE _ 4"HIGH WATER BA51N _„f y- �,. EXTEN�FENCI�IG 50'/o BEYDNL717HIPLfN�WHE�I - �, 5FFiAY IRRi!BATE�WITH"MICRf},lETS". IFiRIGATION CCINTRACT�R TO P�3C]V��E"SH�P CIRRWINGS"�"❑�WNER AIVC}L.A., `. � �' `.. PROTECTIIVG A MATL�RE SPECIME�Y TREE ;_ � [��fAILING A�L iRREGATI{7N G�NSTfiUCT1aN,AN��'f�E55URE L[}55,GPM CALCUL4TI[]NS AN�1 WATEA CqNSERVATICIN .,� � , -� .:.: FiN15HEQ C� A�E ; � ;, ,. ,::. , �� . ; . . .. METHC7175,Ft7R REVIEW SY LANDSCAPE ARCHITECT. �s . ;� _ , . . . : . , HEIViDVE ALL TWI��JE,ROPE AN�BURI.AP FRfJM TOP Af��Si�ES� *NOTE:LOCATE PR[]TECTIVE FENCING AR�]UN�ALL ,; :€ :T. ° � ; , , . . '� .-� F�15TIN�TRf�S TL}A€MAlN AN[]LIMff�lF�I'STURBAI�CE � 19.ALL aESTLJRB�[]AREAS OUTSI[JE C]F T��AN[J SHf�LfB B�aS.�R�3Q.AAE Ti]��REU'�GETATE�IiVITr1 A Hl'dRC]SEECIING�3F �----- DEPTF�C}F HOLE ; ; �;°�.�'� :..< -,:..`' ."._' ° � �`: Rfl❑TBALL AN�T�P 2/3��WIRE BASK�T FAflM RC�{]T BALL NATNE GRA55 5[E�MI?C. SEED M!X IS T4 B�SPRAY APPLICATEf7 WITH A HY�Rfl MLILCH AN❑TAGKIFIER{7N 5L[]PE5 3:1 �R 5_ I EQUAL TO ClEP7H }— '� ,� `� '� - = Lf55. SLO�ES STEEPER THAhI 3:1 ARE TQ RECEIVE NETfING DR MULCFk 6LA[�KET 1'{�NIINIfVlIZE ER051�hf AN�ENGOURAGE , ' • . > ; ... s :... [7F FiC3CFf BALL _ GERMINATI�N. SL��Mlx 15 lU CC]N5iST 7HAT SPECIFIEQ�I�THE PLANT SCHEDULE, SEEp 15 TC]8E APPLIE�AT A MINIIMUM ;I i� 3 j 1 ^ ', `? RE}UGHEA!SI�ES{7F PLAfVTIf�G PIT - _ F3A7E 0�4 L�S.P�f�1(]�0�3.Ff'. .. •. _ :. ti+ � .�� ; � : _ . ..��#� ��� ... , N — � �:r�R��, �u��t -. ; _.. . �� -.;.�� ;i�: , . ,�: ,— -. ; , � � 2 1.P E F�E�I N I A L A N I�A N'�I U A L�E C 1 S N[]T[]�F I N E a B Y C U R�{��fi W A L K W A Y A F i E 7 0 8 E Q E�I N�D B'l E p G i N G M�I T E R I A L p E R�i E '- ''' - _ ..; ; E� �;. ! ,..- �TAILS.P�RENNfAL ANQ ANNLJAL B��S AR�7(l BE PREPAFiE[7 BY TILLIN�IN 2 C{]MP[]ST ANQ 2"SPHAGNUM PEAT M[l�S f t , : - '. � _:: :, t .........: . :.........:::........ �. --: ; , ::-_: � n �� ,� KEY PLAN ' �° , . := ; :..: r I =:`��'€:;..;..::`���. � - ' -``� BAGI�ILL MIX: BC7°fo NA1111E`1�7F'SdIL,�0°lo F�A7MC]SS/CAMI��. SA�fU�A"fE PLHN ELEVATi�I� WITH 4 T[]PSDIL TO A C}EPTH QF T 2 INT�IXJSTING 501L. PERENNIALS ARE T❑BE�R❑LGPE� A5 A MASSING DF 51NGL� ...� ....� SPECIES IN I.AR�ER 13UAM1TIE5[�5 PER GR�EJPIRiGj- EQ � BACKFIL�T[3 SETTLE LARGE 1�REE PLANTIIVG DETAIL ���:�►.T.�. PRflTE�TIVE FEI�CING ��:� ���=7���� PLANTING IV(JTES FIRST�1.04R ��� � E ^9 LANQS�APE Q�TAILS