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HomeMy WebLinkAboutPEC17-0010_C101_1508779471.pdf .4..... Edi° QF k4 tioso 4 LTOWN OF VAIL USE b Igo)1 PEC / F - APPROVED / \ O 5/22/2017 12:00:00 AM o j \ GRATE INLET `1- RIM ELEV 817 20 j�Q ♦ I1 \\ F� INV IN=81 .� • \ \ RINI ELEV: ®it �♦ \ ® t 8178.33 / \ ,% •\ , vivia,♦♦ 7`S' / I RIM 17$E�43V , / _1�, ^ , RI M�EL�V. °Gc, / / I 0 F� ■ `'s- -% / L 4f) si t 8179.18 1 ■ FC<<\ / / - ♦♦ \e. I, / RIM ELEV: �6y J`� / �"' t �`( ...17'46 I •• \ 8178.84 ■� \o,�� \ �„ -‘0 / \ , • • - �-� ■ \ _o�� � � S Fes / \ �� \ / EE EE it 8179' '�� .,„,fa /OULDER �� m - EE �� -ALL RIM ELEV: / voirfATO 8179.63 EE...""'"INSTALL 4" - EW� RIM ELF_V UTILITY / O PVC �DE11rw _- . ■ 8179.G4 �, VAULT \ Ew 4i /� s EW �'�� E CAP 12" DI EW EY � '� :'A, �n ■ I 10 1 A. cA, E DIP RIM ELEV: Ew��� �� _ • - FALL 4"x6" CAP - »� E� EW- EW- / - f� ` ■ 4 RIM ELEV: \ O Ev RIM ELEV. -- --------\-- Ew 1� se.-- /� UTILITY -4 1 P)/C REDUCER o � � 8179s. .19 \ �� 8179.99 �8/8p,� VAULT' , VV=75.36 % 1 - OVERHANG \ P� _ r i �- - 3IRD FLOOR DECK 1 �� o - 1 / CONNECT TO 6 RIM ELEV' c, / O F r r 1 1 / �� -INV=75.89 0':1 W/ 4"x6"x6" 8179.44 `/ �5 AV 4240Architecture I n c 1 1 / �, =���� " INV= �, INSTALL 1 "x12"x6" WYE IN EXISTING 12" PVC PIPE. / Q' �o ! 1 .• i■ INSTALL 4 PVC WYES i `� 1 / -���' 75.33 �, EXISTING E LOCATION AS SHOWN IS APPROXIMATE. O 1 OVERHANGi� LEADERS ® 296 \ OWNER ED ANDERSON & LINDA CABOT ,__►- " 0.5 �� 12" PVC IN X74,37. CONTRACTOR TO VERIF LOCATION STAIRS 4 p�C-,...r....° '� - / & INVERT EL' VA11ON AND PROVIDE TO ENGIN ER PRIOR 244 WALL STREET � - ,' INV=75.13 ." PVC 0 2%� 4,3 T THE STAR OF STORM SEWER INSTAL0fA 10 p © VAIL, CO 81657 r ► G' INSTALL 4" PVC LEADER UTILITY \ INV=75.17 ; � �� 81 9E50V VAULT RIM V: ARCH ,�., INV=76.96, CONNECT TO ■ 4240 ARCHITECTURE i 180.31 �, 3507 RINGSBY CT. SUITE 117 1 1l 6" W/ 4"x6" WYE . . ®/_ �`>+'�� III / \, DENVER, CO 80216 1 I , , iii 4. olpFOUNTAIN AREA / CIVIL ALPINE ENGINEERING, INC. ROOF DRAIN/GUTTER NOTE: SOME OF THE ROOF/BALCONY DRAIN LEADERS 11 iV��I £w RIM ELEV: �� ENGINEER 34510 HIGHWAY 6 UNIT A-9 ink„*. c4 8180.30Y • EDWARDS, CO 81632 1 1 LEADER (TYP) ARE INTERNAL AND WILL REQUIRE CORING OF THE W` I V��J'%; / ,��� 3 UTILITY Eµ,� 1 ` 1 EXISTING FOUNDATION WALL TO CONNECT AS SHOWN �� ���� ' • ��� 15' ,� VAULTS HEREON. RE: ARCH. FOR LEADER LOCATIONS. IRs ��f ' Ew �� �, • LANDSCAF SHERRY DORWARD V .j>li� \ 1UTILITY /% I ■ INSTALL 4" PVC LEADER ® 296 � �„ri♦t! �c� * REPLACE H TED PAVEMENT Ew VAULT ARCHITECT P.O. BOX 3766 • ,� I . 1\ I �� (TYP) INV=76.88, CONNECT TO rill/ ��;t;� ■ x SECTION PER _TAIL IN AREAS Ew F / VAIL, CO 81 658 ( 1 ! 6" W/ 4"x6" WYE NOTE: EXISTING STORM SEWER PIPING AS 1' , `i' y\ DISTURBEDBY ATERSERVICE ANDRIM EtEV: ' STRU MONROE NEWELL \ SHOWN IS APPROXIMATE. CONTRACTOR TO11 �`, r? STORM SEWER INSTALLATIONS.1 1 1, VERIFY TIE-IN ELEVATIONS & LOCAT101NS A -�� 8180.571 , PRIOR TO ANY PROPOSED STORM SEWER WORK. 1 -'�� o ``0 646.0-1J) � < • / �, ENGINEER 70 BENCHMARK RD. SUITE 204 . 1 1 80, / , ',- AVON, CO 81620 I I" % 1 1 - i \ / / ENGINEER 55737 6TH ENGINEERINGMCE AVE. I ,,•=1 NOTE: PRIOR TO THE REMOVAL OF ANY OF THE 1 �`�, • / LAKEWOOD, CO 80214 \ / I-oI HEATED PAVERS, CONTRACTOR TO CONTACT THE INV=77.19 i \ % S * n% \ TOV PUBLIC WORKS TO REVIEW THE REMOVAL , ONNECT DOWNSPOUT ' \1_ i F Oo • / \ : 1101 LIMITS AND THE REPLACEMENT PROCESS. 0 EXISTING INLET, RAT IN T ��G E LE\ Ib " PVC ® 296, 1 ■ RIM ELEV: 8180.07 ii - 1 _ 1 ii. INV _\ , •1 " " \1 INV OUT818175.21 s 5 ` / '' / \ I INSTALL 4x6 ____‘...._:1 • RAN _ ■ s / \ ■ 1 PVC REDUCER _ _-� y �- RIM ELEV: ./ / ( 11 ■ .64-... ."..'-- ,Ri�ii--4. Ili/ 4. / 8180.55 t�, \ III it INVS=76.71 ce .��1� i/�,,,;A► 3 • / / i INSTALL 4" PVC LEADERS I�j _ NO '� TRENCH DRAIN 1 v �" � ;,., ���� �• gv c^ �� ■ Y 0290 (TYP), CONNECT j��,`;;' ii,�•� EX2..„..„ w • �5 / / 0 \ \ ,I. • 1 / TO 6" W/ 4"x6" WYES , ■�- 't� I�•i: _._.. � // � ` s \-_,„„,.. .,. ONE VAIL PLACE I , °OI REPLACE HEATED PAVEMENT SECTION EX. INLET it �. .,,,. - s/ //\ b ■ Ia, PER DETAIL IN AREAS DISTURBED BY - / / ao ■ , STORM SEWER INSTALLATIONS. -AD/ - 1 GRATE INLET 7,5"...°.."------ ---- / ..„....\,-/ 1 I * V HILL 1 - 1r BRICK / RIM ELEV: 8180.25 / P ,407 I I ■ n � E,, WALL v/ INV ELEV: 8176.1 ES _ - o .IA 11 1® I BUILDING - Q/ / NEW 4" INV IN=76:8 ES// -- -1 / INSTALL 6" SDR35 PVC o �ISCHARGE DOWNSPOUT - ROOF DRAIN/DOWNSPOUT II Iv, y iD/ \ COLLECTOR LINE , * 1� TO EXISTING INLET. 1 �/ ® / - �/21M PIMPLE �' E�i``� 1 i 0 \ I0 INSTALL 4" PVC LEADER 0 2% - I I I (TYP) INV=76.59, CONNECT RELOCATE EXISTING \\ \/ /, ..6\11.6Y, 1 ■ ITO 6 W/ 4x6 WYE INLET & RECONNECT m i 1 NOTE: EXISTING UNDERGOUND UTILITIES\ \ ; i , : II 1TO OUTLE PIPING ` y \ ' \\ / / SHOWN HEREON WERE NOT FIELD s <Xl\z I L LOCATED FOR THIS PROJECT. LOCATIONS 1 I ; 'mil y ;: �; \ WILL VARY FROM WHAT IS SHOWN. ■ 1 I ,sl 1 CONNECT DOWNSP T il / ‘ \I \ O �W. INLET � � \ w \ I i OUTLET PIPING TO • f,4„,r"' GOLDEN PEAK HOUSE 1 I • \ EXISTING INLET PIPING �'° \ ; i % Ic�� 111 EXISTING ONSITE INLETS & TRENCH gp ' %=� �\ \ AKA BRIDGE STREETZ r . \ ■ ` 1-a DRAIN ON WEST SIDE TO BE i w ,, \ L I ■ \ I< I CLEANED OF SEDIMENT/DEBRIS �� \ �� ( (� _ \ `�` n 1 AND STORM LINES FLUSHED. RI LEV: 1 UJ W TREN DRAIN?, 11 •� 1® i it ,, / N- Lr)I i - ■• r\ Io, , � 8 W co c\1 ■ ao Iaa BRING PLANTER GRADE UP TO 1C3 1 °D 7. ■ �‘-% I _= MATCH EXISTING TOP OF WALL A \ \ Q N xl I 4 j 4' �li�'.,�' �/ 3 ` , GRAPHIC SCALE �q�1 1 x ■ 1 /' - wQ O �s ' INV-77.54 ,!! / / \ \,::: I o s 10 20 W �/nl \ d I INV=76.74 / I \ STAIRS \ O Q 4� • �, / % I ' - I� 80 71 Lt i 0 0 LI Z 1 � __ - - 2 - - - - - - - - - - - - - - _ _ - _ LEGEND t - - - - 12" ��J `� (co,I ( IN FEET ) 1 inT 10-ft. O PVC ♦ 4 $„ -,.-a- ,�, ��I���%� M3 z 0 BOULDER \' T. : c® 4% '� I 84.6_Ti{� .-.',i1��0 �� �'' �,� 1' RIM ELEV: _ - - CO WALL.\\y ' ••� • - • __dWli `?JI I0, W 8181.84 ` PROPERTY LINE _ EXISTING EASEMENT (� • • 84.1 3W� , _ 84.1 TW 0 �� r �, - - - - 8181 - - - EXISTING CONTOUR i „ Orii U ''`T �• BACK OF WALL MEMORIAL VENEERED W 1 \ Lef - - - - - - - - - EE 0 CO < d) ` O // PLAQUE SEAT WALL \ii w I A-PH - - 1111 ''Ir ELEV / CONNECT NEW ROOF DRAIN LINES TO EXISTINGa EE EXISTING ELECTRIC > C'7 ,a ..f 81=v ", ► / PIPING, EX. 8" PVC INV•s76.Ot. INSTALL 8"x8"x6" I<<))' i \,a 10 > \ 11:1 EPH EPH " EXISTING PHONE L., EG- EG EG EG EG EG =� • a,/ ® STON WYE IN EXISTING 8" PVC PIPE. EXISTING PIPE W EG 3 Ec c N c EG \ t� EG .... .. ETV EN " EXISTING TV WALL LOCATION AS SHOWN IS APPROXIMATE. CONTRACTOR EG F - ES © ES - EXISTING SEWER -0 TO VERIFY LOCATION & INVERT ELEVATION PRIOR TO F •, \ THE START OF STORM SEWER INSTALLATIONS. I �o 0 = � A \ ` -8183'-_�� - I z \ a \ �B EW EW EXISTING WATER / ` EE- E EE - ' -ii. - I ' w EG EG - EXISTING GAS LINE _ a \\ // , AAti `Fs\ - EE - - W\© ES ES = E ES ES ES ES EXISTING FIRE HYDRANT dd ® q \I I © = = = = = = • EXISTING STORM CO ''>- \ / EE \ xa / , \ D EES C-;��, E -`�. Q I, ./ I EXISTING BUILDING ® / , 'O,o `4,çLi -' �; BOULDERS F W A�'�� • .� ��� l �� N ' - PROPOSED BUILDING // , � - j/ 8184 • /rl�N _`` � I I - PROPOSED STORM I INSTALL NDS (OR EQUIVALENT) OFFSET I rO DOWNSPOUT CONNECTOR FOR CONNECTION TO 4" SDR35 PVC I I c( EXISTING BUILDING (TYP) REPLACE EXISTING HEATED PAVEMENT PER DETAIL, THIS SHEET / �J INSTALL HEAT TRACE �_MI c_ IN ALL EXTERIOR NOTE: TOWN OF VAIL (TOV) TRENCH BACKFILL )( --. _ DOWNSPOUTS (TYP) SPECIFICATIONS DO NOT ALLOW MATERIAL ...:\. ...,....,.. ..•... .. I I I LARGER THAN 6" WITHIN THE ENTIRE BACKFILL -- _ D , ZONE IN TOV RIGHTS-OF-WAY. ):17,;0•1 • c _)o( J/p.7.4 '•pl:s� -gi �� \ TRENCH BACKFILL / • /aL I Ja .,.„<<� CLASS 6 ��\' /a CONCRETE PAVERS OVER SAND AND CONCRETE PAVERS OVER SAND AND 0,.••'•-•••••... ROADBASE L/v v� �g > CONTRACTOR TO TAKE CA TUBING. MATCH EXISTING PAVERS TUBING. MATCH EXISTING PAVERS �'Q� F.W c. (\ Z PROPOSED 4" • 'a TO AVOID DAMAGING ANY : + = ►'�/��' � % SDR35 PVC I EXISTING WATERPROOFING �R (MANUFACTURER, STYLE, COLOR, (MANUFACTURER, STYLE, COLOR, ` U/�i- iq �= DOWNSPOUT PIPING :-.400: DRAIN BOARD AGAINST TH' THICKNESS THICKNESS = :d �;cli UNDISTURBED \� O,• ,• c %\ - EXISTING FOUNDATION WAL . ' :.5 'C: �\ \ n� ' ,\,,\ I MATCH EXISTING SLOPES MATCH EXISTING SLOPES ' ' ' , SOIL1Y2" SAND WITH SNOWMELT TUBING. 1Y2" SAND WITH SNOWMELT TUBING. \ \ aG \� I ��BEDDING AND JOINT SAND PER PAVER ��BEDDING AND JOINT SAND PER PAVER �.. Z ` I i. PIPE SIZE & v �j RE: PLANS FOR PIPE- 62,S311' �. . . .�. . . .�. . . .�. . . .�. . . .�. . . .�. . . . l '. . .!'. . . .�. . .'.�. . . . TYPE PER PLAN / \, a - - SLOPES AND LENGTHS // MANUFACTURER'S SPECIFICATIONS.. • •�-. .'.'� •.'.'. .'.'.'� . . .'.'� . _-.'. -. .'.l -"---___--. .-. . .'.�t. .'.•. . ....... MANUFACTURER'S SPECIFICATIONS.. _ R. . \/ 6„ MIN. OR a� /a( �,. *,.� .,.� s./ s;.i .,. •.� s;. .,. .:. .,. r,,.� s . r . s,•/ r .t » �,��, I ,,�,.APV;I ,PS,�, �, I, ISVPS,f,��,VISMI..�r keV ,\\_4 ASPHALT SECTION -\ 7" ASPHALT SECTION aa/ \/ RE: SPECIFICATIONS FOR 0 0 0 4. 0 0/ 0. $w ,> / C/ 1 4 PIPE O.D. I I• �• I• !:• !. h !: !• I:• !,•�I.11• !• I ! I \ �4 � . �, � � �� �� . �I .. /,.. /,.. /,...,/,.., ♦., ,.,. i.• ,., ,..,•i.,_ i..,. ,...i. i,,• s;. •'. r.� y;. t�.► *,. -ice *`� �'� "� �ti!J�*u� ��i�� ��i iii iii` �%.. IN 2 LIFTS PIPE \ �� I i., i..,1i.,/i... i... r. •, . ./. a ��I�� \ _ � , f � MATERIAL AND COMPACT'AN �.-.4�-..4��.4��-.4r��s�.��..4�..4��-.4�..4-..5�..4�..4�..4�..4�..4...4...4... IN A 2-2 LIFTS �• �� �� �•..,�..-;�. �..,��...�...,�...,�.... •.. . . .� � � �A SUBGRADE \ / /\ ��a c�a /a S REQUIREMENTS. RE: CUL 'T '/ / / /\\/ �\ \ \ \ \ \ \/ / /\�\\ . 6" * �� � � � �l �I �' �' � ��` �' �1 �* � �� �� ��1;� _- / %\ \\%/\\� \\/\\\ t �n��%�`' ^� J BEDDING DETAIL, THIS S ET. COAT �.�/%�� ��\��\��\ i /�//�//%��%��%�/\ � ��/. COMPACTED CLASS i . \\/.\�� -\\\:\\\s i\/\j \\ \/ ^�` / ' 6 BASE COURSE '\\/�\/ \\ \ \\ \\ \\ �� \/ //��/\\/\\/\\��\/�\'\\/' ��/ 6 COMPACTED CLASS 02 PERMIT REVISIONS 2017-08-25 ��/ /�\ 'a� TACK COAT �� / ��///\�� � \\ //�//�//�/ 6 BASE COURSE SUITABLE COMPACTED SUBGRADE TACK COAT , /�� " SUITABLE COMPACTED SUBGRADE PROJECT NO.: 83200 3 ✓Uv ua a 1 RE: PLAN FOR INVERT PRIME COAT (PER SOILS ENGINEERS RECOMMENDATIONS)w�(_yycl)� (PER SOILS ENGINEERS RECOMMENDATIONS) �/ PRIME COAT c \ -\\ PLAN-GRADING & --\ \ I---\ \ \---------\\\-\ \r----:----\ \- \=' DRAINAGE - -C---\ \\---5_ 3 N.T.S. N.T.S. N.T.S. N.T.S. CULVERT BEDDING DOWNSPOUT CONNECTION HEATED PAVERS REPLACEMENT SECTION-PEDESTRIAN AREAS HEATED PAVERS REPLACEMENT SECTION-VEHICULAR AREAS cIN0I o