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HomeMy WebLinkAboutB11-0496 REV01 Plans CivilReceived TOWN OF VAIL By Carolyn Godfi v 0 816, DATUM ELEF 8140.00 0 +00 1 +00 PROF= ILE -CL N_ DRIVE -EAST LOW POINT ELEV = 8151.50 LOW POINT STA = 1 +03.06 PVI STA = 0 +95.57 PVI FLFV = 8151.25 rn °� DATUM ELEV 8140.00 1 +00 0 +00 P F=t OF=II -E=_ -CI- N_ DF?IVE=_ -WEST W 110 iL 11 -0496 REV1 R3-2 24 "X24" - ---- - ---- - -- - - - - - - - I r -------------------------------------------------------------------- -------- -- - --- - - - - -- "NO LEFT TURN" SIGNS TO � R1 -1 ____1- - - - - -- BE ,ZEMOVED FOLLOWING 30 11 PROPOSED FUTURE RAISED ------------------- --------------- - --- -- \ ,3. INSTAc LATION OF THE 6' MEDIAN. FINAL DESIGN OF THE ._ - -_- - --- -- \ PROPOSED MEDIAN. ALIGNMENT /PROFILE MEDIAN TO BE DETERMINED. \ p� \ REFERENCE (TYP) \ R33 2 ALL WORK IN THE R.O.W. SHALL CONFORM TO - - 44 "X24" _ - - + / _ - -- - CDOT SPECIFICATIONS EXISTING EDGE \ \ _ - OF ASPHALT SOUTH ( ) IB �� EXISTING EDGE ° FRONTAGE ROAD TO REMAIN S 1 ` STORM MANHOLE, _ INSTALL TEMPORARY 24" CMP o ` --------- - - - - -- v Y v> ayayav� BEGIN CONCRETE CURB & RIM = 8160.5 N -- - -- - ----- -- - -- GUTTER TO CONTINUE SOUTH INVERT (E) = 8155.5 \\ CONSTRUCT 10' ASPHALT _ DELIVERY PROPOSED \ ON WEST LIONSHEAD-.CIRCLE INVERT (SW) = 8157.0 \ PATH TO CONNECT TO S. CONSTRUCT 10' CONCRETE PATH TYPE 3A \ CONSTRUCT 10 CONCRETE PATH. FRONTAGE ROAD PER TOV. VEHICLES ADA RAMP \ \ F \L 8154.9 \ 8147.5 _ 8149.5 ,9151.8 \ 8157.4 \ CNLY P15 •5 I 8155.6 8159.3 24" P -- - i _ - - - - - -- 12 "x18" 153 +o \ \ \` 48.6 49.3 62 \ 0 -------- - - - - -- -� ---- - - - - -- -- - - -- --------- - - - - -- -- - - - - -- Ft REMAIN) - -- - -- 1 - - -- - -- 52.5_--- -- - - - - -- - - -- _ - - --� - - -- 24" Sr EMCIN - - - - - -- -- - C 4:11 2 - -4 BOULDER WALL _ - - -- I _ _ _ _ _ - - - -- -fi= _ a - -- a:ll \ 49.9 + a 21 �a - -41 -1 - - -- - O 2� R P i __ _ _ a -_ - - _ � �-•- ' V � •' ,E� � 11:1 � PROPOSED TYPE�• � #°� I -� �- -- - ------ - - - - -- �. 1A ADA RAMP _ - -_ �� �8150�i 1 - \ \\ 8756 - <:� a / 3 1 0 3 1 - _ _ _ 816( ' e i 2.5:1 I 2:1 lam _ IcJz 8� ° \ \ 2.5: 1T \ _ �s� 5 3 0.0% POSED a °_ .. . _ ° 2 i% RE OCR1T► =D a 10' CONCRETE �Tr° - in nNCRETE 53.2 5 ° °` 2:. 1% 4.fi' rod. / E--� . RECREATION'_ F 5 ?• ° % \ S�(VI CHG` A ° - RECR��1I1CrN PA 2 i i �� ��� i __ �� �� �,I ° I •.`� "d PATH 2% 53.45 ° s� � . �.. 5- s% 54.4- \° � 69. Q .I �° `' , c ' RIGI�T 59.4 - EXISTING EDGE - SWAY 4% a a 8is ° ° �a9 �9 F A PHALT F-L S _ � °. 8 FIRE rss 8�S ❑ TRANS ORMERS ` / 52 SEE uwrl APE., o .� ° I. a . 2% a a �! -o`l HYDRANT PLAW GR CONCRETE -� S9 cP so i� 52.Eo a� 7� b �� 1.67. ''� '6 rC�I?ING �. a 53.09 s °.2% p .� _ o ` 00 I o+ 53 TR . SI a ° . ° _ \ ( °59 6 . PROPOSED TYPE l T e/ 4 �� T 6 3a a �. 3.1; s 1 +00 21 - `� ° PROPOSED S 52 3.7 � \: � � CONCRETE CURB s I L a. < o c 4.2,% e 5.48 \\ a; / 1} a o a. � , e A-272 quote' °�+ I 2'X50 FIRE ' 5 SIDEWALKS � / &GUTTER / ._ � �,1z % 1 5 .76 '_ 1-� �. % � .. __ a °. -` OBTAIN PERK \MISSION FiROM STAGING I I ADJOINING PROPERTY OWNER - - 57.7 i \ _ 1.6 r a . FG ALK= 5 CIP FOR ALL GRADING AID ° T ` 1 1. 3�% 54.2 I� - - e o :�3, 52.33 � 4.3;- .5 _� TRANSITION 0 r .�� - � "�y 4:8 �` CATCH F I I o ENCROACHMENTS \ \ \ � _. _ � p, R4 55 1.81 5:2.36 �R /SPI UR 1 �5 54.3 54.2 / �Fl�£'OSE:i 2. 51.5 ° X oo SNOV &4EL TED CONCRETt_ 6 7 PROPOSED , \ 2 �_ INSTALL SIDEWALK \ \ 7 o LOAD!. G DOCK & FIRE 4.5 Q01,4CRE-E TYPE 1 G ME t.s% \ \ ,g ° I CHASE. RE. DETAILS. CUTtY GU \ \ \ VI NOS =D / X I 4. •.�!►, ►,JIAC ACCESS ONLY 4. RE: ME PROPOSED 1'_6' \ I 2_' CONCRETE 4 + 50 5 �� \� 5�.7 RETAINING WALL 6 + !=' ^ PROPOSED 2.5 PAN 1 _ PROFILE, \ '� 59 r / 0 SEE SHED�/f RE: ROFILE, THIS, �6 �o CONCRETE T PE I g16 \ SHEET. (nE; STRL�TURA�� CURB & GU ;TER ' �� 5 FOR FIRE / L � _ � 58. � � PROPOSED LIGHT�� �� } / d FIRE LANES NU G 111AL (RE: LANDSCAPE) \ APPROXIMATE GARAGE \ SEE LANDSCAPE & 5 C �PLY WITH c � LOUVER PER ARCH. T ,. 51 rEDERAL REGULA P SE ° / , �� MECHANICAL PLANS FOR NOTE: 8151.0'CIVIL= 100' -0 "ARCH (BLDGS. A & B) PROPOSED DRAINS OVER 5 STANDARDS. STRUCTURE & PLANTER \ x 67 ❑ DRAINS (TYPICAL) / PROVIDE EXPANSION PROPOSED I I 1 JOINTS WHERE CONCRETE BUILDING A EXISTING INLET \� PAVEMENT ABUTS ® I 1 \ 81s ( (TYPICAL) , Irn I N \ I STRUCTURE (TYPICAL) I X155_ \ SEE LANDSCAPE & �i \ „•FCHANICAL PLANS FOR / V/ OPOSED \ I '' ± PR.�:POSED DRAINS OVER � � / CUR cc GUTTER TO s OAD GRADE $7) UCTURE (TYPICAL) ® , 'A TOP OF CAP TYP RF- 01 RFI�1R1 ( ) I BUILI�nJG B 53 STA: 0 +10.30 I / STA: n +25.29 I 6 ELEV: 8141.50/42.50 XIST. STA: 0 +76.83 I 1 GROUND ELEV. 8142.50/41.50 ELEV: 8141.50/40.50 SE I I 4i'1 ? ;'' SEE LANDSCAPE STA: 0 +05.30 I I -� PLANS FOR GRADI / ELEV: 8138.50/41.50 STA: 0 +79.83 8140 I �� �� :`A " IN THIS AREA. STA: o +oo ! e / = P OPOSED% ELEV: 8140.50 I I I I . ING A / O � 8154 ,LANDSCAPE EA � ELEV: 8135.00/38.50 STA: 0 +10.0 xFG C� FRONT �I I \ / �� IL 5 ' PROVIDE EXPANSION J_ O / Cl) ELEV. 8136' WALL (TYP) / I I 3' I O . / JOINTS WHERE CONCRETE TA: 0 +25.29 ALL ANGL 2' -4' BOULDER WALL, I PAVEMENT ABUTS ` 61410 / ISTING ROAD E EV: 8136.50 POINT (TYP) STA: 0 +33.83 RE: PLAN VIEW �� �� STRUCTURE CAL) / / DATUM ELEV ELEV: 8135.50 I I I I o p / / EMA NS TO 8120.00 I /L�� SEE ARCH, LANDSCAPE & - 11 " _ _MECHANICAL PLANS fOR o r o m PROPOSED DRAIN� 0 0/ ® g15 EXIST. RE: STRUC. & O STA: 0 +79.83 I / / )ATUM ELEV GROUND -�. LANDSCAPE FOR ELEV: 8135.50 I I I I / STRUCTURE (TYPIC Q 8140.00 (TYP) WALL DETAILS. 0 � / 8 0 EXISTING ENZI, IN x ° / r � 1S 51.3 TRANSI =ORMER TO �� o / � / ROPOSE TOV E�' °�" -�'I; ENZIAN +53 - � � ' STREET GHT BE RELOCATED ROPOSED 0 +00 0 +50 0 +79.8 °' T.,..;.. IG WALL & ; / '\ , RE: ELE SITE P' AN 00 SID ALKS SHALE- E PROF =ILE -SOUTH ' \ WALK TI) REMAI / .� \'� CONSTRUCTED W/ 290 R E TA I N I N G W A L L 1 I° s3 / MAX. CROSS LO / / y / / / _.,, EXISTING EDGE 8150 � II I 58. i 5°+ e�c� I I C &E 1I I' % OF ASPHALT x J \ 63.5 I \ / h SEWER MA/ NHOLE LID TOV /LANDMARK ANDMARK LANE RF 8180 a 0 0 /TYPE I ;. 0° ° R . AL N HMA K IMPROVEMENTS PER SKETCH T F.G. ®BACK I T EXISTING RETAINING 4 .s C & G / SEE LANDSCAPE ELEV =8 48.36' PROVIDED BY TOV L T. 0. W. OF WALL _ \ \ 1 / WALLEDOWN TO a . ° _ - $1yo 48.7 6 4 / O / + 47.7 PROPOSED PARKING PLANS FO!i GRADING (INCL. CAP) - ST 0 +06.67 ACCOMMODATE NEW GRADES , ° ° a 47.7 ao 47 /i GARAGE R:R ENTRY IN THIS AREA. 46.1 e STA: 0 +00 ELEV: 8159.00/8157.00 \ \ \ ELEV: 8159.00 \ I '7 EXISTING WALK ON °° O 4 -i.8 ® L ° STA: 0 +13.33 ENZIAN TO REMAIN I 2% 7 72 i2° \ N j O 8148 PROP05 D 6' 8160 ELEV: 8157.00/8155.00 \ I 48 7 480, O / STA: 0 +00 s.5 '`4 PROPOSED 22' SIDEWA K r 0 46 7 ELEV: 8153.00 ��STA: 0 +20 � � Y� 46.5 � / _ SNOWMELTED CONCRETE. 1 O DATUM ELEV ELEV: 8155.00 \ ° I % 46 ; - 1 ° 's 4c' -RE: MECH. SNOWMELT ROAN \ ENZIAN a FAR LIMITS OF SNOWME 1 +00 0 +00 PROF= IL_E -N_ DRIVE -WEST EOA DATUM ELEV 8140.00 8160 DATUM ELEV N 00 3.87% I 0 +00 00000 PO Nr- 1+00 1+41.2 PROF= ILE LOW POINT ELEV = 8153.09 -EAST EOA 7� �2 � M � � C• 4 N �{ M r7 REVISIONS: LOW POINT STA = 0 +59.53 O °'� 0 00 000 000 00 ° ° PVI STA = 0 +59.96 HJ N ,� LC � o0 00 NLO PVI ELEV = 8152.73 N 0, N cc N �� °,` �� A.D. = 8.20 0 rn 000 o ao K= 4.27 r,� 000 0 a II II pop pop 11 11 11 I I 11 11 > > NU �U > L� cn _j W �� NW >> >> cn _j F W Lo � m m W W � d> d d d> a - 35.00' VC - 8160 _ - - 4.00% �' -2.00% 4.20% 2.63% _a nng• DATUM ELEV 8140.00 8160 DATUM ELEV N 00 3.87% I 0 +00 00000 PO Nr- 1+00 1+41.2 PROF= ILE DRIVE -EAST EOA 7� �2 � M � � C• 4 N �{ M r7 REVISIONS: 00 II NLn N� O °'� 0 00 000 000 ° II II II II II II II II II 11 HJ (nW �J QJ QJ HJ HJ 8140.000 00 0 +00 1 +00 PROF= ILE -N_ DFRIN/E -SOUTH EOA P \/I CTA = 1-i Rte, 8160 9 it i 1 +00 0 +00 PROF= ILE -CL S_ DFtIN/E- F=1FRE 8150.00 N p F.G. © FRONT TO REMAIN �I1 4 +1 4s /�"1 \ \. OF WALL OBTAIN PERMISSION FROM 46 4s• 3 2' ,2% MAXIMUM CROSS SLOPE - -- as % - ON CROSS W:aLK ADJOINING PROPERTY OWNE � MAX. LONG�IUDINAL '0 48. a8.1 ' ' f \ 14 ¢ 3 ' EXI NG STOR y FOR ALL GRADING AND - ENCROACHNiENTS I 1 Xo l % c a2 as. PATIO (SEE V \ 48.65 32 5% \ \ 4803° 3 LANDSCAPE) a °a. 0 +00 0 +20 \ ` 1 TYPE I C & G -.. 9 ��\ �s% 4% �.3 TYPE I O? / 4s.s 8746-- PROF=ILE- NORTH ° c & G R E TA 1 N 1 N G W A L L \\ PROPOSED SNOWMELTED \ - � \ P ED TYPE ASPHALT DRIVE. RE: MECH. - 1. O CON TE CURB SNOWMELT PLAN FOR °e '4g g ° & °R o I LIMITS OF SNOWMELT. ° 2S' RQ- 050 �- ° a a ... 44. NSITIO TO A \ r�l °�' ° ° a \• PROPOSED l'-3.5' ENZIAN PROPOSED STAIRS 4,7 BOULDER ` TO REMAIN RE: LANDSCAPE & 'P ,� a S ( a . % 4 . 4�.2 sr ° 8 4 a WALL (BOTTOM OF WALL STRUCTURAL) s ° 2.9 H PROPO D 4 2 ° ° o SHALL BE CONSTRUCTED 1' / o° to °_ a2... a a o HYDR T a a ACK OF WALK . ° PROPOSED WALL RE: STRUCTURAL ti s9 a s ° °a ° u ° \e/; 32'X5 ° a ° a TE MI LK 5' FROM ° .f (REMOVE EXISTING STAIRS TO THE EAST SECONIOA FIRE e WALLA G MENT & a ' ° `. ° ° �� STAGING/ AREA s 1. E TI G Al WALK. TI I G I \. / 4% 1 O ° a a 11 4 PROPOSED CURB CENTER OF CONCRE ° ° �/ 1 40 `�' HEIGHT VARIES a TYPE I ° 0 SFORMER a . a °. . . . \�� c & c \ \ , \ X� a ° / GRAPHIC SCALE R N ' ° a 6`� /�ab.'r ° 5% w 2% a 0 5 / ACK F M W K) 1 _ - - - - - -- - - , ADA RAM 4 41. o.ay2 ® PROPOSED TYPE. a �� 0 10 20 40 ° CURB TO s° 0 1A P -- - - - - -- - s.3 P �� o / O i- 42 a \ P% / a a a a ( IN FEET ) a 1 inch = 20 ft D PROPOSED 2' � 4i / t , � 3s•„2• cs - � " CONCRETE PANS • i // /s$• �'' ?\PROPOSED \'� SEE SHEET' PK2:1 rum, / ' EXISTING EDGE 3s• CONCRETE N FOR FIRE LANE SIGNA PROPOSED 8 CONCRE / a OF ASPHALT 34.62 ° 4 (REPLACE) �: r FIRE LANE STRIPING T ° WALK- ATTACH TO EXISTING � 'S e�4 s% / \` a / 5 1 - / 9 7 PROPOSED TYPE COMPLY WITH LOCAL & a \_ ® CURB &GUTTER AT 2% CROSS 34.55 ?q� ° °. -�1 ++ / 1A ADA RAMP a FEDERAL REGULATORY - ---- - - - - -- SLOPE (CONNECT TO VAIL SPA a _ �1� `i a / //�3 ° 8; a a. STANDARDS. ° -WALK PER TOWN OF VAIL) ,yl a ° ° RELOCATE STOP SIG ° R D TYPE I CONCRETE RB n P 0 0 Glr1R- ATTACH 3' CONCRETE WALK AT 2% CROSS SLOPE. a ° RF�01 RE: PROFILE THIS S ,� S C AL. S 0 R - 7 - _ J a REMOVE EXISTING a CIO - _ DOWN 15" AT PROPOSED - 3 BOULDER WALL TO 0 ° 'ri - STORM CROSSING. PROPOSED 8' CONCRETE g `� `r' WALK- ATTACH TO _ CONSTRUCT 8' WALK 00 - EXISTING CURB & GUTTER - -- - ROPOSED 00 U-) 00000 PO Nr- - LO Od' 0 I� 0 mm -- as -a oa - -- - - -0a - -_ - -- �CL REVISIONS: 00 II 0.00% 1.00% \ - - -�L 4.08% - -- -3.80% -1.00% 3.00 > 11 > II II II > HJ (nW (nW HJ (nW �J � NW N OD �� �� �� cc 0 +00 1 +00 PROF= ILE -N_ DFRIN/E -SOUTH EOA P \/I CTA = 1-i Rte, 8160 9 it i 1 +00 0 +00 PROF= ILE -CL S_ DFtIN/E- F=1FRE 8150.00 N p F.G. © FRONT TO REMAIN �I1 4 +1 4s /�"1 \ \. OF WALL OBTAIN PERMISSION FROM 46 4s• 3 2' ,2% MAXIMUM CROSS SLOPE - -- as % - ON CROSS W:aLK ADJOINING PROPERTY OWNE � MAX. LONG�IUDINAL '0 48. a8.1 ' ' f \ 14 ¢ 3 ' EXI NG STOR y FOR ALL GRADING AND - ENCROACHNiENTS I 1 Xo l % c a2 as. PATIO (SEE V \ 48.65 32 5% \ \ 4803° 3 LANDSCAPE) a °a. 0 +00 0 +20 \ ` 1 TYPE I C & G -.. 9 ��\ �s% 4% �.3 TYPE I O? / 4s.s 8746-- PROF=ILE- NORTH ° c & G R E TA 1 N 1 N G W A L L \\ PROPOSED SNOWMELTED \ - � \ P ED TYPE ASPHALT DRIVE. RE: MECH. - 1. O CON TE CURB SNOWMELT PLAN FOR °e '4g g ° & °R o I LIMITS OF SNOWMELT. ° 2S' RQ- 050 �- ° a a ... 44. NSITIO TO A \ r�l °�' ° ° a \• PROPOSED l'-3.5' ENZIAN PROPOSED STAIRS 4,7 BOULDER ` TO REMAIN RE: LANDSCAPE & 'P ,� a S ( a . % 4 . 4�.2 sr ° 8 4 a WALL (BOTTOM OF WALL STRUCTURAL) s ° 2.9 H PROPO D 4 2 ° ° o SHALL BE CONSTRUCTED 1' / o° to °_ a2... a a o HYDR T a a ACK OF WALK . ° PROPOSED WALL RE: STRUCTURAL ti s9 a s ° °a ° u ° \e/; 32'X5 ° a ° a TE MI LK 5' FROM ° .f (REMOVE EXISTING STAIRS TO THE EAST SECONIOA FIRE e WALLA G MENT & a ' ° `. ° ° �� STAGING/ AREA s 1. E TI G Al WALK. TI I G I \. / 4% 1 O ° a a 11 4 PROPOSED CURB CENTER OF CONCRE ° ° �/ 1 40 `�' HEIGHT VARIES a TYPE I ° 0 SFORMER a . a °. . . . \�� c & c \ \ , \ X� a ° / GRAPHIC SCALE R N ' ° a 6`� /�ab.'r ° 5% w 2% a 0 5 / ACK F M W K) 1 _ - - - - - -- - - , ADA RAM 4 41. o.ay2 ® PROPOSED TYPE. a �� 0 10 20 40 ° CURB TO s° 0 1A P -- - - - - -- - s.3 P �� o / O i- 42 a \ P% / a a a a ( IN FEET ) a 1 inch = 20 ft D PROPOSED 2' � 4i / t , � 3s•„2• cs - � " CONCRETE PANS • i // /s$• �'' ?\PROPOSED \'� SEE SHEET' PK2:1 rum, / ' EXISTING EDGE 3s• CONCRETE N FOR FIRE LANE SIGNA PROPOSED 8 CONCRE / a OF ASPHALT 34.62 ° 4 (REPLACE) �: r FIRE LANE STRIPING T ° WALK- ATTACH TO EXISTING � 'S e�4 s% / \` a / 5 1 - / 9 7 PROPOSED TYPE COMPLY WITH LOCAL & a \_ ® CURB &GUTTER AT 2% CROSS 34.55 ?q� ° °. -�1 ++ / 1A ADA RAMP a FEDERAL REGULATORY - ---- - - - - -- SLOPE (CONNECT TO VAIL SPA a _ �1� `i a / //�3 ° 8; a a. STANDARDS. ° -WALK PER TOWN OF VAIL) ,yl a ° ° RELOCATE STOP SIG ° R D TYPE I CONCRETE RB n P 0 0 Glr1R- ATTACH 3' CONCRETE WALK AT 2% CROSS SLOPE. a ° RF�01 RE: PROFILE THIS S ,� S C AL. S 0 R - 7 - _ J a REMOVE EXISTING a CIO - _ DOWN 15" AT PROPOSED - 3 BOULDER WALL TO 0 ° 'ri - STORM CROSSING. PROPOSED 8' CONCRETE g `� `r' WALK- ATTACH TO _ CONSTRUCT 8' WALK 00 - EXISTING CURB & GUTTER - -- - ROPOSED 00 U-) 00000 PO Nr- `-c0 LO Od' 0 I� 0 mm O� O� OOd 00 REVISIONS: 00 II F0 �t II II FO II O II 11 > HJ > 11 > II II II > HJ (nW (nW HJ (nW �J � NW N �� > » �� 0-0_ �a o -434% -__ T 2% CROSS SLOPE PROPOSED 2' -4' BOULDER'------- - -- WALL (BOTTOM OF WALL SHALL BE CONSTRUCTED 1 FROM BACK OF WALK) MAINTAIN EXISTING PHONE PEDESTAL I \ WEST LI ON SH EAD �-- __CIRCLE _____° r, .• i PVI STA = 0 +69.14 PVI STA = 0 +29.93 PVI ELEV = 8145.02 PVI ELEV = 8141.88 A.D. _ -5.39 A.D. = 6.00 Mo K =3.34 I K =3.00 rn o N o 18.00' VC 0 8.00' VC 46 ° ° rn ° a, o O +� °F O� N OM n ,r 04 o m eo m 0 o + + w II II II II II II II II + d + ° m O ao w a> Ld > a> Q> ° ° 6i bi 6 v w � 1 V) cnJ8160 v W 8160 NW W w w 7.15. 1.0011 0% 8.00% - - 0 8140 2.00% DATUM ELEV 8130.00 O NIt I\0 �� 00 4 00 d N 06 t\ co cc � 00 co F0 � W 0 ; W W m m mm CADD FILE: Strata -Grid DATE: 12/20/2013 REVISIONS: \ADDENDUM 1 01/24/2014 AASI 001 FOR CONSTRUCTION O 0 n"OZ ARCHITECTURE 4 00 FO 00 DATUM ELEV 8130.00 0 00 00 1 +00 0 +00 0 +00 PROF= ILE -CL S_ DF tIN/E- GARAGE PROF=ILE -S_ DFRIN/E -NE EOA BOULDER WALL a' _ BEGIN CURB & �GUTIFER (REMOVE ISM LLE EXISTING ) CURB & LOA SIGN GUTTER These improvements do not match the DRB N o N CO CO M approved plans are not N O M O " F0 N co + � approved as a art of N 00 N 00 N p p p II II II II II II II J F_ J J this permit. Typical for N W U) W (n W (n a CL all sheets. - - -8.22% _1 1 �% -5.22. 2.00 4.94% -1.29% N O to 00 O N 00 p 00 � 0 In �`� N - - r- 0 O t '� "t � In 't N r 4 (6 ± op 0 a0 0 00 0 00 p a0 p ao II II II II II II II II II II > II II > Q W > > > N W N W (n W Co W ~ J H J (n W V) W W 0_ 0_ > > > 2.00% '-' 0 O O'n o0 N O 00 F0 00 F0 00 F0 F0 FO 2 +00 1 +00 PROF= ILE -S_ DRIVE -NW EOA -600-/-.-2 4, 34% 2.71 % 8140 DATUM ELEV 8130.00 0 +00 ARHITECTURI 1805 29th Street Suite 2054 Bounder, Colorado 80301 phone 303 °449 °8900 ALPINE ENGINEERING INC EDWARDS BUSINESS CENTER 34520 US HWY 6 P.O. BOX 97 EDWARDS, COLORADO 81632 970 926 -3373 FAX 926 -3390 03.31.2014 07.15.2014 J Q o � Q Q O � O Q U J t/ J V .7 f .� ��fYfl_ PROJ. NO. 17004.00 DRAWN: JEB, TSL CHECKED: KAK CADD FILE: Strata -Grid DATE: 12/20/2013 REVISIONS: \ADDENDUM 1 01/24/2014 AASI 001 FOR CONSTRUCTION 07/15/2014 n"OZ ARCHITECTURE STRATA VAIL 100% CD'S SHEET TITLE: SITE GRADING PLAN SCALE: As Noted SHEET NUMBER: C1.03 a ° 0 M 0 E J Z � 00 c6 n M Mao E II II II �o M Nato to °a= w�� ^� II a II ZZOa 02> > >� a�zzMR 8160 EXISTING GROUND ROPOSI GRADE 8140 14=17F­127 SDR 35 PVC O 5.2X o DA TUM 1ZEV 8130 00 PROP. 6" PROP. 8" SANITARY SANITARY SEWER n SEWER (BLDG B SERVICE) (BLDG A SERVICE) a 0 w 00 0 +00 0 +50.32 STORM SEWER PROFILE 1A HORIZONTAL SCALE, 1 " =20' VERTICAL SCALE: 1 " =20' CD IN (W) EXIST. = cS V LF 00 N� _M II ° �to ao 00 II °C-4 11 06ZZ5 Z Oil C14 0 11 CL Q j M M N ° ': _N N a tea II WaX N C', j a a. � II z33F °moo° 00-I.- FWZZZp N � a II =O N=.»» N r a II Z o O 2 > a a WRZZZZ w 8160 �zz 8160 w a INSTALL 4" OF RIGID INSULATION Z 0 O�U ^a 6 =0 0 a ~r +I O 00 I I II a w M ^� rn a0 OF THE STREET SIDE OF INLET. r- X W O O W m U 8140 E00 CORE HOLE IN EXISTING INLET +I FOR NEW, LOWERED 18" RCP F AND GROUT ANNULAR SPACE >� AFTER PIPE INSTALLATION. 38 DATUM ELEV 00 00� 8120.00 nNN� a 9 ' ^N Q O wa 2 00 00 00 X W M N C" 00 Ck: 0 +00 O a�zZ J f0 > J w OD 00 OD fV °tea ^O vWi E � 3 EXISTING a II Z Z Z GROUND a: > > ao:ZZ� ,- _ - - - - -- PROPOSED 816 GRADE 3.4 LF 10" o PVC ® 2.92% r �t 00 co Z to IN (W) EXIST. = "- LF 13 LF 10 " CZMP N� ° 00 ° �to ao O 00 11 °I° u Oil Q U Q j Q II U _N N a N N> a Via. N C', j a a. ° vi i° ao °moo° 00-I.- ° Lo. ° ° N � a II =O cn a II Z O N r a II Z o O 2 > a 2>> » a O �M>> a &z :2 ! r2 Vi a° pp00� �zz 8160 ° INSTALL 4" OF RIGID INSULATION If�lIV�(��!���•�iii 8140.00 a; 00 2 N *a ° to 00 w °0 II Q II U U > a ^. a . _ ° W 000� a II Z'o olg>> a XZZ 0 +00 STORM SEWER PROFILE 113 HORIZONTAL SCALE: 1 " =20' VERTICAL SCALE: 1 " =20' IN (W) EXIST. = "- LF 13 LF 10 " CZMP p18 PVC ® 2% 2% L ' •� 2pq - 0 0 0 BENDS AS NEEDED. ° LF 15 SDR 35 PVC O 7.3% PROPOSED 8" SEWER o to to �� Ln 00 F3 00 0 +00 STORM SEWER PROFILE 113 HORIZONTAL SCALE: 1 " =20' VERTICAL SCALE: 1 " =20' 0 0 V) W W U p J N W 0 a it O as Of 3 a0 ow Lm 0 C - - - -_ o!3 _ a- U) 152.3 LF 10" PVC ® 2.00% Ia 00 N 00 II 'O Z N( CAS 0)0') Cn r�i co d Co 4 LC) .,4- rn ° rn EXISTING PROPOSED INVERT 00 GRADE ELEVATION 1+00 1+58.14 STORM SEWER PROFILE 1C HORIZONTAL SCALE. 20' VERTICAL SCALE: 1 " =20' IN (W) EXIST. = N mU W 0 0 X W ANN WM0 a to N WOJZmOU Z J Z - 0 0 0 Z Z LF 15 SDR 35 PVC O 7.3% U M 84 W X CD n 0 L_ •M II SERVICE CONDUITS Z 1 N 0 0' r E Z", N Z W mo ^ „°� o j w WWi > 3 :2 ! r2 Vi a° pp00� Z ,�� a0 a W ° INSTALL 4" OF RIGID INSULATION II ^a 6 w +I Z_ I I II a w M ^� rn a0 OF THE STREET SIDE OF INLET. r- CV O UZU� N c0 E00 = +I (V c0 F OD c4 >� II II UM ZQ o „� 00 00� EXISTING W � nNN� a 9 ' ^N X wa 2 00 816 X W t W2 w i00 C" 04 Ck: II M O a�zZ v zoo Z 2 ��� II W O N a0 O FNO00 cn - - II ZZZpa Oao - ^� II II Z Z O to ii O �„fOj of ,n X OD N W II OD N w w 0 W a w M > Z Z Z ED a O Cr a cL > >> O ZZZN 02% �.Im °w3 3 STA =0 +20.96, EL V= 8138.29 PVC ® 3.00% '� a a7X PROPOSED WALL. S P FOOTER cwir °0 `�~ 1 w _ it ° z o ° N W z it o_ w3 N EXISTING PROPOSED Oa II z z a 0Z CL < m o rC 3.4 LF 10" a PROVIDE INFO. TO ENGINEER FOR w> co `` of GROUND GRADE 0 � » >j a_ I00 to wwZ d00 HORIZONTAL SCALE: 1" =20' co Oa��U VERTICAL SCALE 1 " =20' CORE EXISTING INLET FOR ao zzzy UNH 0cJ>3N 0N� It o a0Ld w 00 EXISTING GRADE ELEVATION Z?9: U' OwO !nQ Z3J 1+00.76 U' ~ONU -- - - -_ L) p�o!o! Nop Z FW$UOW - - - -- - - - - - 0 0 V) W W U p J N W 0 a it O as Of 3 a0 ow Lm 0 C - - - -_ o!3 _ a- U) 152.3 LF 10" PVC ® 2.00% Ia 00 N 00 II 'O Z N( CAS 0)0') Cn r�i co d Co 4 LC) .,4- rn ° rn EXISTING PROPOSED INVERT 00 GRADE ELEVATION 1+00 1+58.14 STORM SEWER PROFILE 1C HORIZONTAL SCALE. 20' VERTICAL SCALE: 1 " =20' IN (W) EXIST. = N mU W 0 0 X W ANN WM0 H X to N WOJZmOU Z J Z - o 0 Z Z LF 15 SDR 35 PVC O 7.3% U O 84 W _C 41.1 LF 18 RCP 01.0% PROP. CENTURYLINK ° Q L_ •M II SERVICE CONDUITS Z } PROP. PRIMARY ELECTRIC, Z", N Z W mo ^ „°� o j w WWi > INSTALL BELOW STORM Z INSTALL 6 "x6 "x4" WYE, STA 0 +47.6, o m Q o ~n a W ° INSTALL 4" OF RIGID INSULATION INV= 39.09. INSTALL 4" SDR35 PVC = a 3 00J w +I UNDER INLET & TO THE MIDPOINT of LINE O 2% MIN. TO CONNECT TO 4" a o N (V N rn a0 OF THE STREET SIDE OF INLET. r- CV O 0j 00 N c0 � 0,6 UNDER GARAGE SLA . RE: PLAN MEW. F N O II O (V c0 ao M r0 X00 Z N 11 00 00 00� EXISTING W � 011 0 = a > rQ- ENZIAN EXISTING ROUND IS SHOWN 816 X w ? z PARKIN -- APPROX. IN THIS AREA. z - 1+00 STORM SEWER PROFILE 2B 0 0 V) W W U p J N W 0 a it O as Of 3 a0 ow Lm 0 C - - - -_ o!3 _ a- U) 152.3 LF 10" PVC ® 2.00% Ia 00 N 00 II 'O Z N( CAS 0)0') Cn r�i co d Co 4 LC) .,4- rn ° rn EXISTING PROPOSED INVERT 00 GRADE ELEVATION 1+00 1+58.14 STORM SEWER PROFILE 1C HORIZONTAL SCALE. 20' VERTICAL SCALE: 1 " =20' STORM SEWER PROFILE 1D DRAINAGE NOTES DISCONNECT EXISTING ROOF DRAIN FROM SANITARY LINE AND CAP. CONNECT NEW � -6" EXTERIOR ROOF DRAIN LINE (RE: BEAUDIN -GANZE MECH. PLANS.) TO PROPOSED 6" STORM LINE. INSTALL 6" PVC 45' BENDS INV =40.63 85 LF 15" SDR 35 O N O Oj � M � EXISTING CO PROPOSED INVERT GRADE ELEVATION 2 +00 T1TOE INTO -SRM RUN 28 PROP. 8" SEWER (BLDG B 10 CR C4 00 Oil IN (W) EXIST. = 8130.7± EXI INV. j>a �a� to W o ~ II Z O x > 0 Z Z w U J M W 0 ° Q L_ •M II J W� Z } a Z", N Z W mo ^ „°� o j w WWi > W Z INSTALL 6 "x6 "x4" WYE, STA 0 +47.6, o m Q o ~n °0 ao cO v ° ni 0: INV= 39.09. INSTALL 4" SDR35 PVC = a 3 00J U II II ° z N a a = of LINE O 2% MIN. TO CONNECT TO 4" a o W W xM�l� Z ° 8160 F w o o ~ °w ROOF DRAIN LINE EXTENDED FROM °x O a z z C-4 UNDER GARAGE SLA . RE: PLAN MEW. F N O II O X Z X$ W S w N RE: BEAUDIN -GANZ MECH. PLANS. a °�_ZO w& W n.ZO a a X o _J EXISTING W � 011 0 = a W J rQ- ENZIAN EXISTING ROUND IS SHOWN 816 In 0 N z PARKIN -- APPROX. IN THIS AREA. z - 0: 3 F-w a O a�zZ N 3 O - - 8140 GRADE 27 8 LF 10" 1 X 16.5 LF 10" PVC ® - 1.02 % 19 LF PVC ® -1.82% LEV � 80 LF 6" SDR35 .0" ® -1.� 02% STA =0 +20.96, EL V= 8138.29 PVC ® 3.00% PROPOSED WALL. S P FOOTER N N CO ,_DOWN 15" TO ALLOW STORM TO PASS OVER FOOTER. CONTRACTOR TO POTHOLE EXISTING 0 6.5 LF 6" SDR35 PVC 106% ROOF DRAIN /SANITARY CONNECTION & rC 3.4 LF 10" PROVIDE INFO. TO ENGINEER FOR DATUM ELEV STA =0 +14.44 ELEV= 8131.3 POSSIBLE REDESIGN IN THIS AREA. 8120.00 14.0 LF 6" SDR35 PVC ® 3.00% HORIZONTAL SCALE: 1" =20' co VERTICAL SCALE 1 " =20' CORE EXISTING INLET FOR O 6" PVC PENETRATION. It PROPOSED INVERT 00 EXISTING GRADE ELEVATION 0 +00 1+00.76 STORM SEWER PROFILE 1D DRAINAGE NOTES DISCONNECT EXISTING ROOF DRAIN FROM SANITARY LINE AND CAP. CONNECT NEW � -6" EXTERIOR ROOF DRAIN LINE (RE: BEAUDIN -GANZE MECH. PLANS.) TO PROPOSED 6" STORM LINE. INSTALL 6" PVC 45' BENDS INV =40.63 85 LF 15" SDR 35 O N O Oj � M � EXISTING CO PROPOSED INVERT GRADE ELEVATION 2 +00 T1TOE INTO -SRM RUN 28 PROP. 8" SEWER (BLDG B 10 CR C4 00 Oil IN (W) EXIST. = 8130.7± EXI INV. j>a �a� ^ .0 o ac INV. ~ II Z O x > M>> Z Z -MECH INV 15 "= 8144.8 21.5LF 15" PER P2.OP -1B PVC O 7.06% T 2+51.55 ELEV, 8144.17 t0 (V M Z IN (W) EXIST. = 8130.7± EXI INV. U Ld CUL EXISTING CURB INL INV. ~ o SUMP = 8127.58 REVISIONS: Ir w U J Z W 0 ° Q >_ a� J W� Z m } a °�° > N EXISTING a Z o Q o ~n 5 M a U j J 06 a 3 00J GROUND Nm o n W3 a3 v oo zo II W W xM�l� ° °w O O �m M II Cj in O II O Oa w�00 00 WWm °�_ZO CL a > Z_ ow 0.3 o_ rn 011 0 0a 0w Om oa oWW �W, O II ZZ a. oa0 a II ZZ 816 aa�? 3 a 0: 3 0 X�oo O a�zZ a o:.- .- - GRADE 27 8 LF 10" 1 X 16.5 LF 10" PVC ® - 1.02 % 19 LF PVC ® -1.82% LEV � PVC .0" ® -1.� 02% N N CO 0 rC 3.4 LF 10" 00 HORIZONTAL SCALE: 1 " =20' °0 PVC ® 2.92% VERTICAL SCALE: 1 " =20' 00 0 +73.71 TORM SEWER PROFILE 2C - GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 1. All storm drains and culverts shall be constructed in accordance with the Technical Specifications and TOV specifications. 2. Types of structures refer to the Colorado Department of Transportation M & S Standards, CDOT Specifications, or are included In the details. 3. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify the location of all utilities prior to commencement of any construction. 4. All drain pipes shall be installed with the required bedding. 5. Elevations shown are at pipe invert unless otherwise shown. 6. All standard storm drain structures are subject to modification by the Engineer to meet field requirements. 7. Maintain drainage away from all buildings. 8. Inlet boxes to be oversized to accommodate pipe size where necessary. Provide AASHTO HS -20 truck load rated top slab to accommodate grate and frame for oversized boxes. 9. All Reinforced Concrete Pipe Joints shall utilize plastic Gasket Joints which shall be in accordance with AASHTO M198 and ASTM C443 (standard specs. for joints for circular concrete pipe using rubber gaskets) 10. Pipe lengths indicated are slope lengths measured along the centerline of pipe from inside face of box to inside face of box. 11. Drainage facilities must be inspected and maintained as required to assure the facilities are functioning properly. 12. Contractor shall comply with the terms and conditions of the CDPHE Stormwater Permit. 80 i TV TV -a INSTALL TEMPORARY 24" CMP, 41 LF ® 3.6 %. 24" INV. IN = 8147.23 24" INV. OUT = 8145.74 \� \ _V� �\ \\ C � \ V N, 1 00 I < 00 N 1 II 0 1 <I I I I I I I I I I I I I I I f I I I I � I 1 \I I 1 I PROPOSER 12 "\ AREA f DRAIN \� RIM = 8157.5 ,C INV. OUT = 54.5 / \ /I _ J <l � \ I PROPOSED 80 LF 6" SDR35 PVC ® 3.90% i SAWCUT EXISTING ASPHALT & CONCRETE FOR CONDUIT, STORM & WATER SERVICE INSTALLATION. REPLACE ASPHALT PER "ASPHALT DRIVE SECTION" DETAIL, C1.07. REPLACE CONCRETE TO MATCH EXISTING. a o ALL DRAIN T@� \\, " LINE W/ 4' SOLID PVC ��0 6 �L NSNEAO CIRCLE PROPOSED 14.0 LF 6" SDR35 PVC ® 3.00% EXISTING CURB INLET / - -RIM EL. = 8134.2' EX IRV3- .8130.2'± INSTALL 53.2 LF 24" RCP 2.84% W /FLARED END SECTIONS. 24" INV. IN = 8150.87 24" INV. OUT = 8149.36. RIM FL. = 8134.2' rrwrvl)au -rive wr INV. IN (W) EXIST. = 8130.7± EXI INV. IN (N) = 8129.32 CUL EXISTING CURB INL INV. OUT = 8129.08 RIM EL. = 8133.2' F{ SUMP = 8127.58 REVISIONS: AADDENDUM 1 INV IN (N) = 8128.6' AASI 001 FOR CONSTRUCTION INV IN (W) EXISTING = 8130.1' INV IN (W) PROPOSED = 8128.7' MARRIOTT INV OUT = 8128.5' CORE HOLE IN EXISTING INLET FOR LOWERED 18" RCP AND GROUT ANNULAR SPACE AFTER PIPE INSTALLATION. // INSTALL 27 LF 24" RCP 0 0.8% RESET EXISTING FLARED END SECTION. CONNECTION INV. = 8154.92 FL= 8154.9 24" INV. OUT = 8154.69 \ STORM MANHOLE RIM = 8160.5 INVERT (E) = 8155.5 INVERT (SW) = 8157.0 GAS CAS - GAS G IZGA S - GAS -_ GAS CAS CAS 24„ R.Ci sT - - - -- `' -- - - - - -_ f� 24" R.C.P. Ann _ 8160 \ EE E E r P PP \ �� �. ppH v I v U SIN \ \ \ TII�' o N ow 50.858 - - - -- �� i ~ ,�F 04, PE P S I O �V 3 0 \ � \ 0- � \ i - ElE- � I � I / / I I C� / is / TO THE EXTENT THAT ANY AREA OF THE SNOW MELTED ROADWAY IN LIONSHEAD PLACE IS DISTURBED, SPLICING OF THE SNOW MELT TUBING IS NOT ALLOWED AND THE SNOW MELT TUBING FOR THE ENTIRE ZONE MUST BE REPLACED BACK TO THE FSS \ f5S C \ \ r m I r ARHITECTURI 1805 29th Street Suite 2054 Bounder, Colorado 80301 phone 303.449.8900 ALPINE ENGINEERING INC EDWARDS BUSINESS CENTER 34520 US HWY 6 P.O. BOX 97 EDWARDS, COLORADO 81632 970 926 -3373 FAX 926 -3390 03.31.2014 07.15.2014 J Q o � Q Q O � O Q U r1r J LL 7 G S� �y AF a I. L '.•. PROJ. NO. 17004.00 DRAWN: JEB CHECKED: KAK CADD FILE: Strata -Storm DATE: 10/31/11 REVISIONS: AADDENDUM 1 01/24/2014 AASI 001 FOR CONSTRUCTION 07/15/2014 CQOZ ARCHITECTURE STRATA VAIL 100% CD'S SHEET TITLE: STORM SEWER PLAN AND PROFILE SCALE: As Noted SHEET NUMBER: C1.03B a- EXISTING CAN — — — — — — — — -- — — _ _ _ _ — CONCRETE BRIDGE COLUMN — — — — - - - — PEDESTAL — - - -- - - -�' = ------------------------------------------------------------------•-------•------------ - - - -- ----------------------------- - --------------------- FO - - - -- FO - -- FO —� m� —� FO - -- ------------------------------ _ _ - - - - -- �_ __ __ ------ - - - - -- FO �- FO---- - - - - -- - __________ _ _ _ _ __ �� �,r _ PER HOLY CROSS ENE_R_GY- SWIT_CHGEARS CAN EXISTING ELECTRIC CONDUITS TO__REMAIN. — `�' �- Po --- _________ __ — ___ - -- -- -aanr EHPG Y EHPG tH;. HPG�' 6L TAKEN O F LINE FOR APPROXiivA ELY 2 - -5 liON RACTOR TV rlviHVLE & PROVIDE ELGV. ~ HPG\ EHPG FHP� , `� LO - --- ____ ANY PROPOSED TRANSFORMER HPC EHPG EHPG — 'EHPG— \, WEEKS WHILE RELOCATION TAKES PLACE. INFORMATION TO ENGINEER TO DETERMINE IF v \ "PG�E "P ru Fo -- _ _ ___- - - - - -- - = \ SOUTH FRONTAGE ROAD CONTRACTOR TO COORDINATE WITH H.C.E. RELOCATION & CDOT UTILITY PERMIT IS REQUIRED. w -F ___ - - - -- eSCREENiNC SHALL CONFORM TO \ - _ ; \. \ F "P °�� EHPG ` ��s HOLY CROSS ENERGY _ - INTERCEPT EXISTING CONDUIT. - EHPG�EHPG- - SCREENING SPECIFICATIONS - — ALL WORK IN THE R.O.W. INSTALL- - W- CONDUt�- - REMAIN ALL UTILITIES INSTALL EXISTING COMCAST CATV CONDUITS TO R - -- �EHPG�EHPG� — — \ IN THE CDOT ROW SHALL " - - - SHALL CONFORM TO -(3) _ S FOR ELECTRIC -EHPG \ _ — \ CDOT SPECIFICATIONS HAi 4 -MIN. C(i ER. -- - - - -- - - - -- INSTALL (2:) •4' CAN CONDUIT — � — _ .. — . — _ - -- RESET EXIST. CDo _ELEC. — INSTALL (6) 4" CENTURYLINK INSTALL (6) 4" CENTURYLINK INSTALL (4) 6" LOWER EXISTING ELEC. VAULT OUT OF PROPOSED EXISTING ELECTRIC — — _� — EXISTING ELECTRIC + 4 4" COMCAST CONDUITS. CONDUITS & 3 4" INSTALL 6 4" CENTURYLINK LINES IN THIS AREA. SIDEWALK AND RELOCATE INSTALL (7) 4" /VAULT TO REMAIN ` � — —E — \ CONDUITS (WEST TO VAULT TO BE REMOVED. O O O EXISTING METER. I CENIRJR'r INK L \ CONNECT TO EXISTING VAULT CONDUITS FOR ELECTRIC + (2) 4" COMCAST CONDUITS. -- r1 vH CC;6:iai;ITS j NEAR- __ i-\ TEL TEL --------- - - - - -- GASH G - -------------- - - - - -_ - -- - - -1 \ - - -- - - - - - -� __ OPOSED NG - - ----------- - - - - -- ---- - - - - -- - - -- -- - - - - -- _ 1' TEL ELE T -- - - - - -- - - -- - - - - -- - PR - - �XISTI SWEEP ..ELECTRIC ___— _ - - - -- _- - - - - -- - — - — — — — TEL _ ! 6 " -& 2 4 "- _ - ° - _ m _ rr DEL \� T ) - O _-SWEEP T T INSTALL (6) 4" - -- -- -- - - - - -- - - - - - - - - e - - - j - - -� t - _ — — CONDUITS - BYI?A -Scr — - - - - I - - _ - .� ------- _------- - - - - -- _ -- �ELOC - AF�Tfl '1• - BELOW TCHGEARS. ---B€ STORM QWEST CONDUITS _ - - - - - - _ - - - - - -- ___ - - - - - - -�-- RQPOS€D STORM J - - - -- _ -� __ - -_ _ -_ -___ - _ R -- _ -__ -- - _ -- _- - > - - -�L- TAL - �pp,yy-.p = _ LOWER EXISTING CATV IN,,_ ;ff -- - -- - -- — — - -- T — — --. ��\ THIS AREA AS NEEDED. - -sue - - - - -- - P T PP n \— PJT - ° ° I - a ° - PPH 0 INTAIN MIN. _ . — �� — M PPH- PPI± _ -- - _ - _,- 1 - - -- _ o-- - °_ \ -� \ ° �` T PPH C/� _ _ _ _ _ — - ° - �� PPH IN TS ALL /�ROPOSEb UM1 35L AULT OVER L<X - II�FSTAtL - �$ _ _ _ - - - _ �,v," - -° e- - - L TAL _ TEL °� °T L �� —PPH �':� 5 — �, L T L L �L�= _ _ _ _ _ 1 1 EXISTING CENTURYLINK pPH 'PPH i LINES. CONNECT PROPOSED 'CONDUITS INTO VAQ — — — — — — — 0 1 ° -- - - - - -- �; / / _ — s,�v° _ , E v ,f 1 F f L OMMUNICATIO =VAULT C CONTRACTOR TO POTHOLE EXISTING ELECTRIC LN , �� � -_ � � - - _ -� , C ATV 8' G SG _ E ° � ° a INSTA I TV PEDES�i`AL OVER � � 1�� •' I - � PRIOk TO CONSTRUCTION. A CDOT ,UTILITY PERMIT / / / / - `� PE PIT. PE - °� ..,c •�* < - / / / �SPE / ° - -- _ _ ° ° - EXISTING LINES & SPLICE �� �� %;i EXISTING FLF_CT�2o . WILL BE REQUIRED IF TH(PROPO,SED CONDUIT OR ��_ �� ;6 ° s u ��- .A.I'll "ilE n.Cl °( ►SE.D — SEE INSET BELOW �� / VAULT NEED TAP BE IN THE R. W.� - - r ° . >�� NST _ CONDUI L0CATED CATV LINES TO EXISTING i I �'L T PR ........ r -- rL\ uw rE �..- a_ II 1 T �� T / / _ /— EE �1, PTA i, - +T ' q FOR CDOT A.!?I a CONDUITS S IN 0 . AUL I . FOR CONTINUATION / I P T T ,' / C nN r ° G S GAS ASS \ GAS G GAS BI _ L60, —CTV \ n \ ass E 'PROPOSED RELOCATED MESSAGE _,.I_._ r. a ° GAS a G \ / I N J _ \RFIO 5 / / r.• -- - - - - -- WA CUT AND - / R \ METER F DR CD07 Ea- S � SAS _ERV�CE EXISTING ELECTRIC AS' SHOWN IS APPROXIMATE AND HAS OT �� \ •� T \ i �� / - - -� \ \wAT W�� \ / PROPOSED CAS WATR BEEN FIELD LOCATED WEST ?F wAT LL - _ / `� 6" l \ 1 \ WATT jyAT E1 " Q •,1 SERVICE LINE :: i. FF AT WA NG. VAULT. � wAT —� wA\T \ � \ W EXISTI P POSED TIRANSFOR RS ___�w�' \ � \ �EXIST� �� \ - � INSTA /4) 6 & 4 ' u` c �'' � • 4. ' � -� � v .T_ WA' EXISTING CATV LOCATIO AS {`' I �. F,EMOVE ELys w �'Q BE-REMIQVE \ COND R ELEC / - OSE S WAT SHOWN IS APPROXIMATE AND- a I S LL ECONDARY ELECTRIC CONDUITS ICE WATT WAT HAS NOT BEEN FIELD LOCATED. 8'6 J� _ _ \� ��� REMOVE" EXi� - �! F M ANSFORIuIERS TO LDG (SEE OCA S , AP EXIST ?SIG i / h TEL" ill -WAT \ - -�\\ ELECTR —.V�T- o -1.03 FOR FEEDER 0 �� GAS MAIN ; ,� a ELE, T� EE INSTALL TV PEDESTAL OVER EXISTING LINES \ _ NU R SIZ �l -YPE) LEV. - 8147.5 F- MOVE .01- & SPLICE NEW, RELOCATED CAN LINES TO AB REMOVE EXISTING EXISTING. CONTRACTOR TO COORDINATE \ " i ilr WITH COMCAST TO MAINTAIN CAN SERVICE I \ \ \ INSTALL (2) 4 CAN CGINDU , E 7CTRIC CONDUITS AFTER RVI \\ �� \ \ \ \ ' (FROM PEC. TO BLDG). !'`:': -:;.0 F CO B ELE P POSED ELECTRIC TO VAIL SPA & THE ENZIAN. �� , \ \ 0 \ \ \ LOCAl10 IS COMPLETE 7 / ' -- TEL \ \ m ❑ I N �.v�1 V =55.1 r �' -- L L- INSTALL (1) 4 CAN COND�IIT\ FOR RELOCATION OF THE 1 \ \ s ❑ - ° TAL 2) HONE CC N;DUIT ENZIAN CATV SERVICE. I \ 1 1 THE 0 E PORARY EX. �, /r R TO BUILDING. \ / CONS UC ON 0 AND THE CONTR C ` 0 COORDINAATE WI t COORDINATE WORK ON ADJACENT I co 11 F'� cu 81 POWE RE 10 RHALL ® ELECTRICAL CONTRALTO OR E PROPERTY WITH PROPERTY OWNER 1 \ - I I 1 E CO T :!; WI IOLY PRECISE ENTRY LOCAT'^l E AND REPLACE LANDSCAPING TO ► I � EQUAL OR BETTER CONDITIONS I 1 1 I \ \�y CROSS ENERG �_ �: �.r �o � \� �I ABANDON EXISTING I\ I I I \\ N I J 0 2 VAIL SPA ELECTRIC CONDUITS I I I _ I 1 I® ., "NN(T'ORS RESPONSIBILI L MECHANICAL TO ' / I I I m - `" ELECTRIC/4 / CONP-i _CT SITE UTILI TO Q. ' � I I I m 1 i i'H THE -UTILITY COMPANIES AND TO CO FRM ALL CONDUIT NUMBERS' r I MAiN IN EXISTING UTl IIITY SERVICE AS RECUIRED. P�����ING�JTILITIES- E �� \ I I I I ERVICING BUILDING I I I I TEMPORARY UTILITY RELOCATIONS' MAY BE NE��FSSgR SI MECHANICAL PLAN. OR 15 � �y � I ► I I I I \ I ONTINUATION WITr•i TH �• \ 1 m I ILDING I V I I I 4' MINIMUM BURY FOR ABANDON & F'F'�n0\ SHALLOW UTILITIES SH EXISTING ELE''TRI w / y I I I I I \ m REMOVE & DISPOSE OF UNLE -5S SPECIFIC CON U SERVICE & TRA ORFGIER / 15 •; � � X15 - � / /hey Ess REMOVE EXISTING ELECTRIC I I - / / / s, ' I ALL LX S NG BUILDING ELEVATION' 0 D G ��2 TRANSFORMER RELOCATE I I I I E \ ENe � INSTALL (6) 4 S�rtVl � ETERS / � Ess \ e �NPG� QWEST CONDUITS _ ENZIAN SERVICE PRIOR TO REMOVAL ID 1 1 1 1 - r,,E R� A II 1 / ° SD I \ \ \ / '. / // / PPH / I - - ° I c >�_j �. PH PPH ii i I I \ / / �� / / p � � / \ _ �� REMOVE � \F Wr PPH I \ \ I / EXISTING mow\ PPH PPH i i I \ \� / - - - - - - - SERVICES F ° \ - \ $,5° Ir INSTALL FROM EX. QWEST RISE I / ENZIAN -- t " ° E 13" (2) 4 PHONE CONDUIT PTO BL G) ' s THE EXISTING UTILITIES SHOWN WERE SURFACE LOCSTED-_AND 1 \ \ \ \ I SEE MEC� FOR CONTINUATION r w / � / I RECONNECT ENZIAN I / / y y DON MEETINGS WITH UTILITY COMPANIES AND ARE CATV, MAINTAIN I f�- F�� BUILDING. 225 PAIR � � � ASS ED TO BE AT STANDARD DEPTH FROM THE EXISTING \ ILA PER QWEST 8 / CONTINUOUS TV SERVICE. �• I x/48 ti RA UTILITY LINES SHOULD BE POTHOLED PRIOR TO / T1E CONDUITS INTO EXISTING \ \ - - '`y wyw wR ON UCTION FOR EXACT DEPTHS AND LOCATIONS. CENTURYLINK COMMUNICATIONS VAULT \ ° a� H SLOW UTILITIES ARE ASSUMED AT 3' -5' DEPTH AND (APPROXIMATE LOCATION) \ \ ET v '.'I / E RAT T -8' DEPTH. EXISTING SERVICE LINES TO THE \ m w � _ SIN SH6t BE CUT AND CAPPED AT THE MAIN LINES �w� AND THE ,\ LINES REMOVED UNLESS NOTED OTHERWISE. \ I / \ \ - EWS \ \ �j • �w 8746 COORDINATE ELECTRIC SERVF�E \` �" y RELOCATION WITH ENZIAN: PE .� a ENZIAN ELECTRIC MUST REWAi1�' F ' IN SERVICE AT ALL TIMES. W \ ° o INSTALL SECONDARY ELECTRIC ��� CONDUITS & PULL WIRE FOR \r, / / / ° �, . ``"� CONTACT AEI IF FOUNDATION WALLS ARE NOT SAWCUT EXISTING ASPHALT & CONCRETE �� _ RELOCATED ENZIAN SERVICE - 1 \ / w°� IN ALL ('s 4" \ CONSTRUCTED AS ONE -SIDED WALLS. CONTRACTOR FOR CONDUIT, STORM & WATER SERVICE (MATCH NUMBER & SIZES OF / \ 8 DUiT UNDER I z_ SHALL TAKE MEASURES TO MINIMIZE DIFFERENTIAL INSTALLATION. REPLACE ASPHALT PER w EXISTING CONDUITS). /_ °�.� 744 �y�kWAWY FOR SITE y SETTLEMENT IN THE AREA BETWEEN THE SHORING "ASPHALT DRIVE SECTION" DETAIL, C1.07. ° ENZIAN �\ \ ;- IGHTING ° s� WALL AND BUILDING WALL WHERE STORM AND REPLACE CONCRETE TO MATCH EXISTING. I LOWER EXISTING GAS &� ° ' %I UTILITY PIPES ARE ENTERING THE BUILDING AND \ ��' PHONE, TO PROVIDE MINIMUM , WHERE HARDSCAPE IS LOCATED ON TOP OF THESE \ s� ° 1 I11��� OSED w COVER, AS MAY REQUIRED \ �' a BY PROPOSED SIDEWALK, \ � / \ � `� - � ° ° °a 133 — _ SET TRANSFORM SITE WALL AND GRADING ; \ / ��� / / , Q \ `®w� ° \ �8 a Q ° — ___ ___________ ABACK 1 FROM WALK — - "" - QQ !� Fs�; - 'sr °\ppp m �— ------ - - - - -- _ -- \ / i �,� i v °° " /C v N / TEE 121 TEL -- -- - - -_ _ ° \� \ w INSTALL (2) 4" - ��. �SE ° / TEL EL - TLL _� - -- _ _ \ \ 2� PAIR AV \ o ° TE ELECTRIC CONDUITS vie ° _ -8 �. RISER i� i� ��. y TEL 0- l �� �� \ ° ?rc _ TEL , ��aT� rf,4T - - \ PER ENTURY'.iNK. -. ,�; / �� ° ° A h / wAT�T - ENZIAN / Q ,; / �z\ ° / TEL \p T / TEL / AT SEW T � a TEL WA w/ ° ° - - - - - -- i / wAT / S ___ - - -- / TEL wAT/ /SEw -E, ANY PROPOSED TRANSFORMS : TEL WAT/ / SEW SCREE!NG SHALL CONFORM TO - -_ PE TELL /wAT/ / 5Ew HOLY CROSS 't- NER.^,-.Y `. PE T \SCREENING SPECIFICATIONS - �; ;' w PF � - - -- nF � :�•- � . pE - - WA SEw/ SEW SE L4/L-- -__- EE) ELECTRIC MANHOLE O"r JEB, TSL L,h r nt PROPOSED SANITARY SEWER W /MH (S SEWER MANHOLE ELE 10/31/11 ELE ELE ST STORM MANHOLE GAS ®ASI 001 FOR GAS GAS— (2) WATER MANHOLE TEL PPH TEL TEL C TELEPHONE MANHOLE SAN PG SAN SAN — @ UNKNOWN MANHOLE wAT PROPOSED COMCAST CATV & PEDESTAL WAT WAT ® CLEAN OUT CTV PJT CTV CTV GV DQ GAS VALVE FO mPROPOSED Fo Po TRANSFORMER WATER VALVE FIRE HYDRANT ELECTRIC PEDESTAL GM GAS METER ® TELEPHONE PEDESTAL EM ELECTRIC METER ® STORM INLET m CABLE TV PEDESTAL ® TRANSFORMER OVERHEAD ELECTRICAL LINE BURIED ELECTRICAL LINE BURIED GAS LINE BURIED PHONE LINE BURIED SEWER LINE BURIED WATER LINE BURIED CABLE TV LINE BURIED FIBER OPTIC TV OR PHONE LINE CMP P T - sEi -_ --- - - - =- SWFr: P FE BELOW ONSNEq� PROPOSED STORM l \ 50' hUW C /RCtE ROUTE PROPOSED UTILI•" S ABOVE OR BELOW EXISTING U17LITIES AS REQUIRED. I � EES VIDE MIN. COVER (TYP). PROPOSEE) LEGEND EES — PE — PPH — PFO — - PG - — PTV PJT — � / r FFS w w, /7 EkIST /NG i 78» RCS ••I I EE� 1 /I y W/ I1 ' I � R� ° LOWER EXISTI q1.LLTIES.° z T AS REQUIRED BY F-LEC't <Ix; PRCPOSED GRAGt� Fs9 °... ELE EL ° VAULT (A JUST LID TO a ° 8, FINISHED GRADE) vc TEL T fL � -. EES ~� .� TE INSTALL (2 ECTRIC CONDUITS TO R CATED LA m / ENZIAN TR�lE. _ EES \INSTALL CENTURYLINK SERVICE FROM EXISTING P DE TAL 0 /(2 4" OND SEWS / E R ISTING UTILITIES AS REQUIRED I ODE UTILITY COM ANY MIN. R AND,JO AV CONFLICTS WITH / I I W y o I' ' 'y Co x0 ZONES. CONTRACTOR SHALL PREPARE A DESCRIPTION & DETAILS AS TO THE MEANS AND METHODS THAT WILL BE IMPLEMENTED AND /OR INSTALLED TO PROVIDE LONG TERM PROTECTION FOR ALL HARDSCAPE ON TOP OF DIFFERENT BACKFILL ZONES AND FOR ALL CULVERTS, PIPES AND CONDUITS THAT PASS THROUGH BACKFILL ZONES AND ADJACENT TO STRUCTURES. \ GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft. IMmmmqwm�A AUCHITECTUHI 1805 29th Street Suite 2054 Bounllcler, CoRorad® 50301 phone 303.449.8900 ALPINE ENGINEERING INC EDWARDS BUSINESS CENTER 34520 US HWY 6 P.O. BOX 97 EDWARDS, COLORADO 81632 970 926 -3373 FAX 926 -3390 03.31.2014 07.15.2014 J Q o � Q Q O � O Q U r1r J LL vJ :x• PROJ. NO. Y PROPOSED WATERLINE W/ FH & GV JEB, TSL CHECKED: PROPOSED SANITARY SEWER W /MH CADD FILE: Utils PROPOSED WATER SERVICE 10/31/11 REVISIONS: PROPOSED SANITARY SEWER SERVICE 01/24/2014 ®ASI 001 FOR PE PE PROPOSED PRIMARY ELECTRIC PPH PPH PROPOSED CENTURYLINK TELEPHONE PFO PFO PROPOSED CENTURYLINK FIBER OPTIC PG PG PROPOSED XCEL GAS — PTV ®- PROPOSED COMCAST CATV & PEDESTAL PROPOSED COMCAST & CENTURYLINK PJT PJT COAXIAL, F.O. & /OR PHONE SG PROPOSED SWITCHGEAR mPROPOSED TRANSFORMER � / r FFS w w, /7 EkIST /NG i 78» RCS ••I I EE� 1 /I y W/ I1 ' I � R� ° LOWER EXISTI q1.LLTIES.° z T AS REQUIRED BY F-LEC't <Ix; PRCPOSED GRAGt� Fs9 °... ELE EL ° VAULT (A JUST LID TO a ° 8, FINISHED GRADE) vc TEL T fL � -. EES ~� .� TE INSTALL (2 ECTRIC CONDUITS TO R CATED LA m / ENZIAN TR�lE. _ EES \INSTALL CENTURYLINK SERVICE FROM EXISTING P DE TAL 0 /(2 4" OND SEWS / E R ISTING UTILITIES AS REQUIRED I ODE UTILITY COM ANY MIN. R AND,JO AV CONFLICTS WITH / I I W y o I' ' 'y Co x0 ZONES. CONTRACTOR SHALL PREPARE A DESCRIPTION & DETAILS AS TO THE MEANS AND METHODS THAT WILL BE IMPLEMENTED AND /OR INSTALLED TO PROVIDE LONG TERM PROTECTION FOR ALL HARDSCAPE ON TOP OF DIFFERENT BACKFILL ZONES AND FOR ALL CULVERTS, PIPES AND CONDUITS THAT PASS THROUGH BACKFILL ZONES AND ADJACENT TO STRUCTURES. \ GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft. IMmmmqwm�A AUCHITECTUHI 1805 29th Street Suite 2054 Bounllcler, CoRorad® 50301 phone 303.449.8900 ALPINE ENGINEERING INC EDWARDS BUSINESS CENTER 34520 US HWY 6 P.O. BOX 97 EDWARDS, COLORADO 81632 970 926 -3373 FAX 926 -3390 03.31.2014 07.15.2014 J Q o � Q Q O � O Q U r1r J LL vJ :x• PROJ. NO. 17004.00 DRAWN: JEB, TSL CHECKED: KAK CADD FILE: Utils DATE: 10/31/11 REVISIONS: 1QADDENDUM 1 01/24/2014 ®ASI 001 FOR CONSTRUCTION 07/15/2014 CQOZ ARCHITECTURE STRATA VAIL 100% MS SHEET TITLE: SHALLOW UTILITY PLAN SCALE: As Noted SHEET NUMBER: C1.04 U) z Q J CL of w (_ o_ w 0 5' -0" /Cover 2% Flowline SECTION AT FLOWLINE Trench forming procedure NEENAH Heavy Duty Trench Drain, Model available on NEENAH website. R- 4990 -HX with Type D Solid Cover Standard Neenah Type X Support Frame. Length Cover 26" wide. Cut cover per sidewalk width. to match walkway width INLET END RFI -' & R2 I 11111111111111111111 . III III�f MCI � ' •:... � NOTES: 1. USE CDOT CLASS B OR P CONCRETE SIDEWALK CHASE- N.T.S. SEE GEOTECHNICAL REPORT FOR BACKFILL RECOMMENDATIONS DRAINBOARD (MIRADRAIN 6000 OR EQUIV.) FREE DRAINING 3/4" WASHED d ROCK, WRAPPED IN FILTER FABRIC (MIRAFI 140N OR EQUIV.) CONCRETE a SITE WALL \ 2' FINISHED GRADE 1' MIN. .d O 18" . °d 4" PERFORATED RIGID SDR -35 PVC PIPE. INVERTS AS SHOWN ON PLANS. SLOPE 0 1% MIN. d r ` d 9 SITE WALL DRAIN DETAIL N.T.S. OUTLET END LO N _ ,�� 4 _ 4" _ c� - 6» III III -III- 11 " $ illl -III � i- - /III -I /- - i -11 I- / - rl I -I 24 I I -I J =III j 111= %III -I I �I I =I 0 0 � _ 6 i =I 1 =1 I I + � 011 � 24 24" I 7 'I IF-1,1, �I I II El 0 + © j I II I I l l l �1 I II /� =1 I 7 24» j/III -I � % _ III 7 25" /111111 7 25" -. /-I I I- IMIII= 6 - 6 »� 1 I III I 25» $4" j/ / 8 SECTION IF ° 8 SECTION - �� 5 6 J IV I I 6» NOTES 3 j II SECTION 1 1. TYPICAL SWITCHGEAR OUTLINE I 84" 2. LIFTING HANDLES (4) PER VAULT SECTION „ 84 34" -► 84" 84 3. LIFTING HOLES SWITCHGEAR VAULT 5. SOIL UNDER BASE TO BE UNDISTURBED OR WELL COMPACTED 6. (6) KNOCKOUTS 8 "X12" PER VAULT SECTION 84 BEDDING DETAIL KNOCKOUTS SHALL BE GROUTED 1 -40200 Large Base -3,600 lbs. 3� 4. BACKFILL TO BE WELL COMPACTED 2 - 40800 Vault, 6'x2'H -3,000 lbs. Each VAULT CENTERED ON BASE 3- 40800 Vault, 6'x2'H -3,000 lbs. Each WITH ROD AND NEUTRAL 1 - 40420 Pad -4,200 lbs. 1 - 40SOO Pad, 3Phase -3,400 Ibs. 1 - 40600 Pad, Switch ear -1,700 lbs. \ 5. SOIL UNDER BASE TO BE UNDISTURBED ! 1. TYPICAL MANHOLE OUTLINE 2. LIFTING HANDLES (2) PER VAULT SECTION 3. LIFTING HOLES 4. BACKFILL TO BE WELL COMPACTED - 2.00'- m m OR WELL COMPACTED WITH ROD AND NEUTRAL n 84" 6. (6) KNOCKOUTS 8 "X12" PER VAULT SECTION OPENINGS ARE NOT PREFABRICATED. 7. CONDUIT(S) INSTALLED THROUGH D o w 5. ALL CURB INLETS SHALL BE DESIGNED ACCORDING TO ASTM C857 -87 AND ASTM KNOCKOUTS SHALL BE GROUTED z = C858 -83. CURB INLETS SHALL ALSO BE DESIGNED FOR AASHTO HS -20 LOADING 8. BOND #2 COPPER INTO GROUND SYSTEM Q M INCLUDING THOSE INLETS WHICH REQUIRE SLAB TOPS. R P WITH ROD AND NEUTRAL - PAD CENTERED ON VAULT TRANSFORMER ON PAD I 84." I 96" TO ACCOMODATE SLAB TOP N w 6. THE CULVERT CENTERLINES ARE ALIGNED WITH THE MID -POINT OF THE INSIDE 8 * a- O - 00' NOTES a_ CASES, I.E., OVERSIZED INLETS ARE SET BACK FROM ROAD. ao � 3 1. TYPICAL TRANSFORMER OUTLINE En 2. LIFTING 8 4 HANDLES (2) PER VAULT SECTION b. 3 SECTION 3'x3' INLET W f 2'x3' CURB GRATE IN SLAB TOP LID 3. LIFTING 4 BACKFILL HOLES TO BE WELL COMPACTED ° REQUIRED) �/ �J 84 34" -► 84" 84 6 UK WLLL I,UM-'HI,ILU Splice Vault (500 MCM or Future UM1 -1 IS) KNOCKOUTS 8 "X12" PER VAULT SECTION THREE PHASE TRANS. VAULT (500 KVA & Larger) g SWITCHGEAR VAULT 5. SOIL UNDER BASE TO BE UNDISTURBED OR WELL COMPACTED 6. (6) KNOCKOUTS 8 "X12" PER VAULT SECTION 84 BEDDING DETAIL KNOCKOUTS SHALL BE GROUTED 1 -40200 Large Base -3,600 lbs. 4" PAD CENTERED ON VAULT SWITCHGEAR ON PAD 3 2 - 40800 Vault, 6'x2'H -3,000 lbs. Each VAULT CENTERED ON BASE 3- 40800 Vault, 6'x2'H -3,000 lbs. Each WITH ROD AND NEUTRAL 1 - 40420 Pad -4,200 lbs. 1 - 40SOO Pad, 3Phase -3,400 Ibs. 1 - 40600 Pad, Switch ear -1,700 lbs. 7. CONDUIT(S) INSTALLED THROUGH KNOCKOUTS SHALL BE GROUTED 8. BOND #2 COPPER INTO GROUND SYSTEM 3. ALL CURB INLETS OTHER THAN THE 2'x3' CURB INLET WILL REQUIRE A SLAB TOP 84 34" -► 84" III III 1. CURB INLET SIZES VARY. REFER TO PLAN FOR INLET SIZES AND INVERT RIM ELEVATION, STATION 6 UK WLLL I,UM-'HI,ILU Splice Vault (500 MCM or Future UM1 -1 IS) KNOCKOUTS 8 "X12" PER VAULT SECTION THREE PHASE TRANS. VAULT (500 KVA & Larger) g SWITCHGEAR VAULT 5. SOIL UNDER BASE TO BE UNDISTURBED OR WELL COMPACTED 6. (6) KNOCKOUTS 8 "X12" PER VAULT SECTION 84 BEDDING DETAIL KNOCKOUTS SHALL BE GROUTED 1 -40200 Large Base -3,600 lbs. 1 - 40200 Large Base -3,600 lbs. PAD CENTERED ON VAULT SWITCHGEAR ON PAD VAULT CENTERED ON BASE PAD CENTERED ON VAULT NOTES 2 - 40800 Vault, 6'x2'H -3,000 lbs. Each VAULT CENTERED ON BASE 3- 40800 Vault, 6'x2'H -3,000 lbs. Each WITH ROD AND NEUTRAL 1 - 40420 Pad -4,200 lbs. 1 - 40SOO Pad, 3Phase -3,400 Ibs. 1 - 40600 Pad, Switch ear -1,700 lbs. 7. CONDUIT(S) INSTALLED THROUGH KNOCKOUTS SHALL BE GROUTED 8. BOND #2 COPPER INTO GROUND SYSTEM 3. ALL CURB INLETS OTHER THAN THE 2'x3' CURB INLET WILL REQUIRE A SLAB TOP ! 1. TYPICAL MANHOLE OUTLINE 2. LIFTING HANDLES (2) PER VAULT SECTION 3. LIFTING HOLES 4. BACKFILL TO BE WELL COMPACTED - 2.00'- WITH ROD AND NEUTRAL n 5. SOIL UNDER BASE TO BE UNDISTURBED 4. KNOCKOUTS SHALL BE PROVIDED ON ALL SIDES OF CURB INLETS WHERE CULVERT III III 1. CURB INLET SIZES VARY. REFER TO PLAN FOR INLET SIZES AND INVERT RIM ELEVATION, STATION 6 UK WLLL I,UM-'HI,ILU Splice Vault (500 MCM or Future UM1 -1 IS) KNOCKOUTS 8 "X12" PER VAULT SECTION THREE PHASE TRANS. VAULT (500 KVA & Larger) g SWITCHGEAR VAULT 7. CONDUITS) INSTALLED THROUGH CO VAULT CENTERED ON BASE BEDDING DETAIL KNOCKOUTS SHALL BE GROUTED 1 -40200 Large Base -3,600 lbs. 1 - 40200 Large Base -3,600 lbs. - 1 -40200 Large Base -3,600 Ibs. 8, BOND #2 COPPER INTO GROUND SYSTEM 3 - 40800 Vault, 6'x2'H -3,000 lbs. Each 2 - 40800 Vault, 6'x2'H -3,000 lbs. Each VAULT CENTERED ON BASE 3- 40800 Vault, 6'x2'H -3,000 lbs. Each WITH ROD AND NEUTRAL 1 - 40420 Pad -4,200 lbs. 1 - 40SOO Pad, 3Phase -3,400 Ibs. 1 - 40600 Pad, Switch ear -1,700 lbs. 3 PHASE 500 I(VA OR LARGER ) APPENDIX APPENDIX LARGE APPENDIX SWITCHGEAR VAULT 41OLY CROSS ENERGY SPLICE VAULT 0 f10LY CROSS ENERGY TRANSFORMER VAULT UMl -1 1 S HOLY CROSS ENERGY SPECIFICATION SPECIFICATION UMl -35L SPECIFICATION UMl -35 ni irrii E IRON GRATE W T IRON FRAME 13.50" 5.0" 1 r� HINGED GRATE COVER FOR EASY ACCESS o o 12" CAST IRON GRATE INLET AND OUTLET ADAPTERS AVAILABLE 4" THRU 15" 1ARIOUS TYPES OF )U TLETS VITH WATERTIGHT kDAPTERS 'OR: ADS N -12 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC *(1) ADAPTERS CAN BE MOUNTED ON ANY ANGLE - 0' TO 359'. VARIABLE INVERT HEIGHT *0) 3.63" J 1 VARIABLE OVERALL 1 HEIGHT *(2) I A"_1 F" *(2) MAXIMUM RECOMMENDED OVERALL HEIGHT 10' 15" AREA INLET (NYLOPLASTJ DRAINAREA = 62.7 SQ. INCH GRATE HAS H -20 (HEAVY TRAFFIC) DOT RATING QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT *(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE 0' TO 359' CAST IRON H -20 RATED GRATE _ c� w INLET AND OUTLET ADAPTORS AVAILABLE w 4" THRU 10" z w VARIOUS TYPES OF OUTLETS WITH Q Of WATERTIGHT ADAPTORS > FOR: CORRUGATED POLYETHYLENE SDR -35 SEWER CORRUGATED PVC ULTRA -RIB PVC 12" DRAIN BASIN 12" AREA INLET (NYLOPLASn _ / 12. 3/4" ROAD BASE 1.25 X CULVERT OUTSIDE DIA. (MIN.) TRENCH BACKFILL---_*-- BEDDING ZONE UNDISTURBED % ov \�j\ SOIL 1. CURB INLET SIZES VARY. REFER TO PLAN FOR INLET SIZES AND INVERT RIM ELEVATION, STATION SLAB TOP FOR (IF REQUIRED) PIPE SUBGRADE OVERSIZE CURB INLETS CULVERT BEDDING DETAIL LIP OF PAN /EGDE OF ASPHALT O2'x3' SLAB TOP OPENING / FOR FRAM & GRATE CURB FLOWLINE i 2.00' ;- WALL THICKNESS VARIES RCP ;_ � - - - - - - - - BACK OF CURB - -- SLAB TOP LANDSCAPED AREA r. _______ I� O EXAMPLE OVERSIZE CURB INLET -PLAN VIEW E E .E ROAD GRADE KFILL WITH APPROVED ABLE ONSITE MATERIAL 3/4" SCREENED ROCK. ROVIDE 2 -FOOT OF /4" ROADBASE OR /4" SCREENED ROCK R SCREENED ON -SITE -1/2" MINUS MATERIAL S APPROVED BY ENGINEER. ARNING TAPE LECTRIC (2) 4" :ONDUITS FROM VAULT 0 TRANSFORMER -TRIC (3) 6" PRIMARY FROM VAULT TO VAULT NOTE: PROVIDE CLAY CHECK DAMS @ 100' INTERVALS IN AREAS OF HIGH GROUND WATER. ELECTRIC TRENCH Scale: 1" = 2' -0" O 0 0 z Lo I J Q 0 a_ r q- COMCAST CATV & I (2) 4" CONDUITS FI VAULT TO PEDESTA OUT -4' H ROAD GRADE ' KFILL WITH APPROVED TABLE ONSITE MATERIAL 3/4" SCREENED ROCK. PROVIDE 2 -FOOT OF 3/4" ROADBASE OR 3/4" SCREENED ROCK OR SCREENED ON -SITE 1 -1/2" MINUS MATERIAL AS APPROVED BY ENGINEER. NARNING TAPE QWEST PHONE & FIBER (6) 4" CONDUITS FROM VAULT TO VAULT 1. CURB INLET SIZES VARY. REFER TO PLAN FOR INLET SIZES AND INVERT RIM ELEVATION, STATION SLAB TOP FOR (IF REQUIRED) INFORMATION. THE FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL AND OFFSET POINT OVERSIZE CURB INLETS 930# PRIOR TO THE INSTALLATION OF CURB INLETS. NOTE: (SLAB THICKNESS VARIES, PROVIDE CLAY CHECK DAMS O 100' INTERVALS IN AREAS OF HIGH GROUND WATER. SEE SHOP DRAWINGS) JOINT TRENCH 2. CURB INLET SIZES INDICATED ARE INSIDE OF BOX DIMENSIONS. PAVEMENT 07/15/2014 3. ALL CURB INLETS OTHER THAN THE 2'x3' CURB INLET WILL REQUIRE A SLAB TOP ! WITH THE APPROPRIATE SIZE OPENING TO ACCOMODATE A CASTINES, INC., FRAME - 2.00'- AND GRATE IFG- 3246 -L OR APPROVED EQUAL. 4. KNOCKOUTS SHALL BE PROVIDED ON ALL SIDES OF CURB INLETS WHERE CULVERT OPENINGS ARE NOT PREFABRICATED. D o w 5. ALL CURB INLETS SHALL BE DESIGNED ACCORDING TO ASTM C857 -87 AND ASTM z = C858 -83. CURB INLETS SHALL ALSO BE DESIGNED FOR AASHTO HS -20 LOADING RCP Q M INCLUDING THOSE INLETS WHICH REQUIRE SLAB TOPS. R P INLET HEIGHT TO BE ADJUSTED 0 a ov TO ACCOMODATE SLAB TOP N w 6. THE CULVERT CENTERLINES ARE ALIGNED WITH THE MID -POINT OF THE INSIDE * a- O FACE OF INLET. 00' 7. THE INSIDE FACE OF CURB INLETS ARE ALIGNED WITH THE LIP OF PAN IN ALL a_ CASES, I.E., OVERSIZED INLETS ARE SET BACK FROM ROAD. ao � En b. A -A SECTION 3'x3' INLET W f 2'x3' CURB GRATE IN SLAB TOP LID (18" SUMP REQUIRED) Scale: 1" = 2' -0" O 0 0 z Lo I J Q 0 a_ r q- COMCAST CATV & I (2) 4" CONDUITS FI VAULT TO PEDESTA OUT -4' H ROAD GRADE ' KFILL WITH APPROVED TABLE ONSITE MATERIAL 3/4" SCREENED ROCK. PROVIDE 2 -FOOT OF 3/4" ROADBASE OR 3/4" SCREENED ROCK OR SCREENED ON -SITE 1 -1/2" MINUS MATERIAL AS APPROVED BY ENGINEER. NARNING TAPE QWEST PHONE & FIBER (6) 4" CONDUITS FROM VAULT TO VAULT �a A TYPE 16 VALLEY � 1. 3" FRAME AND GRATE + 2 3/4 Scale: 1" = 2' -0" � 0 A 0 N V) JOINT DETAIL 6" rY. _ 3' -0" _ 4' -0" _ INSERTS SECTION 1 -6" PLAN VIEW TYP. d a SEE JOINT d a "g ?� - -- --- - - - - - � DETAIL W w wm wv< O - - - -- � - -- TING a)-- INSERTS I I N 2T I I II II II II O N II II a �O y 1.4 I I rn, I 00 N I I 1' -10" y 6" 2' -0" 6.. LET SIDE VIEW CATCH BASIN CB23 WT. 3,740# 2'x3' CATCH BASIN w /18" SUMP N.T.S. NOTES: 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS -20 LOADING. 2. OPENINGS MAY BE LOCATED AS REQUIRED. 3. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES. Q II II � II II OI II II II II a- 00 U) V -10" - 9 1/2" 2 -0 9 1/2" SECTION A -A RISER ADJACENT LOT ELEC. SERVICE (4 ") CODE (IF REQUIRED) 1' 6" MIN. SEPARATION BETWEEN 930# CATV /PHONE CONDUITS NOTE: 1,860# PROVIDE CLAY CHECK DAMS O 100' INTERVALS IN AREAS OF HIGH GROUND WATER. TYPICAL JOINT TRENCH �a A TYPE 16 VALLEY � 1. 3" FRAME AND GRATE + 2 3/4 Scale: 1" = 2' -0" � 0 A 0 N V) JOINT DETAIL 6" rY. _ 3' -0" _ 4' -0" _ INSERTS SECTION 1 -6" PLAN VIEW TYP. d a SEE JOINT d a "g ?� - -- --- - - - - - � DETAIL W w wm wv< O - - - -- � - -- TING a)-- INSERTS I I N 2T I I II II II II O N II II a �O y 1.4 I I rn, I 00 N I I 1' -10" y 6" 2' -0" 6.. LET SIDE VIEW CATCH BASIN CB23 WT. 3,740# 2'x3' CATCH BASIN w /18" SUMP N.T.S. NOTES: 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS -20 LOADING. 2. OPENINGS MAY BE LOCATED AS REQUIRED. 3. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES. Q II II � II II OI II II II II a- 00 U) V -10" - 9 1/2" 2 -0 9 1/2" SECTION A -A RISER HEIGHT CODE WEIGHT 1' CB231 R 930# 2 CB232R 1,860# 3' CB233R 2,790# ABCH11ECtUflE 1805 29th Street Suite 2054 Boulder, Colorado 80301 phone 303 "449 "5900 ALPINE ENGINEERING INC EDWARDS BUSINESS CENTER 34520 US HWY 6 P.O. BOX 97 EDWARDS, COLORADO 81632 970 926 -3373 FAX 926 -3390 03.31.2014 07.15.2014 0 < C) �> 1= Q 0 U 9 CIF PROJ. NO. 17004.00 DRAWN: JEB CHECKED: KAK CADD FILE: DETAILS DATE: 10/31/11 REVISIONS: 1QADDENDUM 1 01/24/2014 ®ASI 001 FOR CONSTRUCTION 07/15/2014 /P-"OZ ARCHITECTURE STRATA VAIL 100% CUS SHEET TITLE: STORM & SHALLOW UTILITY DETAILS SCALE: As Noted SHEET NUMBER: C1.08