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HomeMy WebLinkAbout828-89794:116 RIO GRANDE PLACE R.O.W. (PUBLIC) Easement Rec. 499687 R 0•W. EAST BLEEKER � -i/ /� PITKIN COUNTY JAIL / KNOW ALL BY THESE PRESENTS THAT THE CITY OF ASPEN, BEING THE OWNER OF ALL THAT REAL PROPERTY / SITUATEDIN OF PITKIN, STATE OF COLORADO, SAID REAL PROPERTY BEING MORE FOUND NO. 5 REBAR & / ILLEGIBLE YELLOW PLASTIC CAP—! N16.20'36"W 4\., / / 0.6' MAIN S� f�r (100.0, Section 7, Township R ftsi , 0 W) A �ARCEL OF LAND -IN THE EAST ASPEN ADDITIONAL TOWNSITE ACCORDING TO THE PLAT THEREOF RECORDED A� DOCUMENT NO. 108453, DITCH BOOK 2A AT PAGE 252 OF THE REAL ESTATE RECORDS OF PITKIN COUNTY,, City p o f Aspen.. n Pitkin Count Colorado I o ra d o County, CbLORADO, BEING A PORTION OF THAT PARCEL OF LAND CONVEYED BY MAYOR'S DEED RECORDED AS RECEPTION NO. 109112 DESCRIBED AS FOLLOWS: Purpose Statement: The purpose of this Planned Development Is to C�D CORNER OF BLOCK 20 EAST ASPEN ADDITIONAL TOWNSITE, ALSO BEING THE SOUTHWEST CORNER OF THE set forth the development plan for the Aspen Police Station and CONCEPT 600 CONDOMINIUMS AS SHOWN IN PLAT BOOK 4, PAGE 383 AND PLAT BOOK 4, PAGE 442; Affordable Housingto be built this property.THENCE on Q-159 STREET TO THE SOUTHEAST CORNER OF LOT 1, SECOND AMENDED PLAT OF LOT 1, PITKIN COUNTY CENTER GPS CONTROL SUBDIVISION AS SHOWN IN PLAT BOOK 113, PAGE 39, WHICH BEARS S75'09'11E A DISTANCE OF 7.5 FEET FROM MONUMENTATION LINE OF SAID LOT 1, SECOND AMENDED PLAT, THE FOLLOWING FIVE (5) COURSES: CITY OF ASPEN i 1. N 14'50'49" E A DISTANCE OF 100.00 FEET; o� ,- "• Kx df � g _ '4 III* • fi�°�'` • �� �. S 9n $A S. . .' (+ f ff 2. N 75'0911W A DISTANCE OF 7.5 FEET; 3. N 14'50'49° E A DISTANCE OF 20.39 FEET; 4. N 75'09'11" W A DISTANCE OF 10.10 FEET; 5. N 14'50'49" E A DISTANCE OF 188.06 FEET TO AN ANGLE POINT IN SAID LOT 1, ALSO BEING AN ANGLE m POINT IN THE BOUNDARY OF OBERMEYER PLACE CONDOMINIUMS AS SHOWN IN PLAT BOOK 80, PAGE 57; t► x THENCE ALONG SAID BOUNDARY THE FOLLOWING THREE (3) COURSES s S 57'25 00 E A DISTANCE OF 24.94 FEET TO AN ANGLE POINT IN SAID OBERMEYER CONDOMINIUMS BOUNDARY; I / GPS -5 / GPS CONTROL BOUNDARY; THENCE S 04'08'00" W A DISTANCE OF 67.55 FEET TO AN ANGLE POINT IN SAID OBERMEYER / MONUMENTATION ITE CITY OF ASPEN CONDOMINIUMS BOUNDARY, ALSO BEING THE SOUTHWEST CORNER OF LOT 1, BLOCK 20, EAST ASPEN ADDITIONAL I IL--_� TOWNSITE, ALSO BEING THE NORTH WEST CORNER OF SAID CONCEPT 600 CONDOMINIUMS ; LOT 1 SECOND AMENDED PLAT OF LOT 1 PITKIN COUNTY CENTER SUBDIVISION (PLAT BOOK 111, PAGE 9) PARCEL NO. 2737-073-47-851 OWNER: PITKIN COUNTY 530 E. MAIN STREET #302 ASPEN, CO 81611 FOUND ILLEGIBLE CAP ON SPIKE IN WALL FOUND NO.5 REBAR & YELLOW PLASTIC CAP 1.0' W. C. MARKED LS 29030 TBM: 7910.51' -_-_t Notice: According to Colorado Low, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any legal action based upon any defect in this survey be commenced more than ten years from the dote of the certification shown hereon. r KNOW ALL BY THESE PRESENTS THAT THE CITY OF ASPEN, BEING THE OWNER OF ALL THAT REAL PROPERTY SITUATEDIN OF PITKIN, STATE OF COLORADO, SAID REAL PROPERTY BEING MORE FOUND NO. 5 REBAR & Development ILLEGIBLE YELLOW PLASTIC CAP—! N16.20'36"W 0.6' MAIN S� f�r (100.0, Section 7, Township R ftsi , 0 W) A �ARCEL OF LAND -IN THE EAST ASPEN ADDITIONAL TOWNSITE ACCORDING TO THE PLAT THEREOF RECORDED A� DOCUMENT NO. 108453, DITCH BOOK 2A AT PAGE 252 OF THE REAL ESTATE RECORDS OF PITKIN COUNTY,, City p o f Aspen.. n Pitkin Count Colorado I o ra d o County, CbLORADO, BEING A PORTION OF THAT PARCEL OF LAND CONVEYED BY MAYOR'S DEED RECORDED AS RECEPTION NO. 109112 DESCRIBED AS FOLLOWS: -_-_t Notice: According to Colorado Low, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any legal action based upon any defect in this survey be commenced more than ten years from the dote of the certification shown hereon. Graphic Scale 0 10 20 40 In Feet: 1 " = 20' FOUND BRASS PLUG IN CONCRETE MARKED LS 28643 s FOUND NO.5 REBAR & GREEN PLASTIC CAP � MARKE LS 38417 CITY PROPERTY \ C_W'Dn A(ILI I AUNI T a 8.0' PEDESTRIAN EASEMENT BOOK 4 PAGE 442 10' HUNTER STREET TRAIL CONNECTION EASEMENT / PLAT BOOK 80 PAGE 57 Point of Beginning FOUND NO.5 REBAR & YELLOW PLASTIC CAP 1' W.C. MARKED LS 9184 CONCEPT 600 CONDOMINIUMS (PLAT BOOK 4, PAGE 42) 540 E. Main Street Pitkin County, CO 540 East Main treet CERTIFICATE OF DEDICATION AND OWNERSHIP: KNOW ALL BY THESE PRESENTS THAT THE CITY OF ASPEN, BEING THE OWNER OF ALL THAT REAL PROPERTY SITUATEDIN OF PITKIN, STATE OF COLORADO, SAID REAL PROPERTY BEING MORE Planned Development ASPFOLLOWSNTY Section 7, Township 10 South, Range 84 West, 6th P.M. A �ARCEL OF LAND -IN THE EAST ASPEN ADDITIONAL TOWNSITE ACCORDING TO THE PLAT THEREOF RECORDED A� DOCUMENT NO. 108453, DITCH BOOK 2A AT PAGE 252 OF THE REAL ESTATE RECORDS OF PITKIN COUNTY,, City p o f Aspen.. n Pitkin Count Colorado I o ra d o County, CbLORADO, BEING A PORTION OF THAT PARCEL OF LAND CONVEYED BY MAYOR'S DEED RECORDED AS RECEPTION NO. 109112 DESCRIBED AS FOLLOWS: Purpose Statement: The purpose of this Planned Development Is to BEGINNING AT A POINT ON THE NORTHERLY RIGHT OF WAY LINE FOR EAST MAIN STREET BEING THE SOUTHWEST CORNER OF BLOCK 20 EAST ASPEN ADDITIONAL TOWNSITE, ALSO BEING THE SOUTHWEST CORNER OF THE set forth the development plan for the Aspen Police Station and CONCEPT 600 CONDOMINIUMS AS SHOWN IN PLAT BOOK 4, PAGE 383 AND PLAT BOOK 4, PAGE 442; Affordable Housingto be built this property.THENCE on N 75'09'11" W A DISTANCE OF 97.60 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE FOR EAST MAIN STREET TO THE SOUTHEAST CORNER OF LOT 1, SECOND AMENDED PLAT OF LOT 1, PITKIN COUNTY CENTER SUBDIVISION AS SHOWN IN PLAT BOOK 113, PAGE 39, WHICH BEARS S75'09'11E A DISTANCE OF 7.5 FEET FROM THE SOUTHWEST CORNER OF LOT 10, BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE; THENCE THE EASTERLY LINE OF SAID LOT 1, SECOND AMENDED PLAT, THE FOLLOWING FIVE (5) COURSES: i 1. N 14'50'49" E A DISTANCE OF 100.00 FEET; ,- "• Kx df � g _ '4 III* • fi�°�'` • �� �. S 9n $A S. . .' (+ f ff 2. N 75'0911W A DISTANCE OF 7.5 FEET; 3. N 14'50'49° E A DISTANCE OF 20.39 FEET; 4. N 75'09'11" W A DISTANCE OF 10.10 FEET; 5. N 14'50'49" E A DISTANCE OF 188.06 FEET TO AN ANGLE POINT IN SAID LOT 1, ALSO BEING AN ANGLE Graphic Scale 0 10 20 40 In Feet: 1 " = 20' FOUND BRASS PLUG IN CONCRETE MARKED LS 28643 s FOUND NO.5 REBAR & GREEN PLASTIC CAP � MARKE LS 38417 CITY PROPERTY \ C_W'Dn A(ILI I AUNI T a 8.0' PEDESTRIAN EASEMENT BOOK 4 PAGE 442 10' HUNTER STREET TRAIL CONNECTION EASEMENT / PLAT BOOK 80 PAGE 57 Point of Beginning FOUND NO.5 REBAR & YELLOW PLASTIC CAP 1' W.C. MARKED LS 9184 CONCEPT 600 CONDOMINIUMS (PLAT BOOK 4, PAGE 42) 540 E. Main Street Pitkin County, CO 540 East Main treet CERTIFICATE OF DEDICATION AND OWNERSHIP: KNOW ALL BY THESE PRESENTS THAT THE CITY OF ASPEN, BEING THE OWNER OF ALL THAT REAL PROPERTY SITUATEDIN OF PITKIN, STATE OF COLORADO, SAID REAL PROPERTY BEING MORE Planned Development ASPFOLLOWSNTY Section 7, Township 10 South, Range 84 West, 6th P.M. A �ARCEL OF LAND -IN THE EAST ASPEN ADDITIONAL TOWNSITE ACCORDING TO THE PLAT THEREOF RECORDED A� DOCUMENT NO. 108453, DITCH BOOK 2A AT PAGE 252 OF THE REAL ESTATE RECORDS OF PITKIN COUNTY,, City p o f Aspen.. n Pitkin Count Colorado I o ra d o County, CbLORADO, BEING A PORTION OF THAT PARCEL OF LAND CONVEYED BY MAYOR'S DEED RECORDED AS RECEPTION NO. 109112 DESCRIBED AS FOLLOWS: Purpose Statement: The purpose of this Planned Development Is to BEGINNING AT A POINT ON THE NORTHERLY RIGHT OF WAY LINE FOR EAST MAIN STREET BEING THE SOUTHWEST CORNER OF BLOCK 20 EAST ASPEN ADDITIONAL TOWNSITE, ALSO BEING THE SOUTHWEST CORNER OF THE set forth the development plan for the Aspen Police Station and CONCEPT 600 CONDOMINIUMS AS SHOWN IN PLAT BOOK 4, PAGE 383 AND PLAT BOOK 4, PAGE 442; Affordable Housingto be built this property.THENCE on N 75'09'11" W A DISTANCE OF 97.60 FEET ALONG THE NORTHERLY RIGHT OF WAY LINE FOR EAST MAIN STREET TO THE SOUTHEAST CORNER OF LOT 1, SECOND AMENDED PLAT OF LOT 1, PITKIN COUNTY CENTER SUBDIVISION AS SHOWN IN PLAT BOOK 113, PAGE 39, WHICH BEARS S75'09'11E A DISTANCE OF 7.5 FEET FROM THE SOUTHWEST CORNER OF LOT 10, BLOCK 19, EAST ASPEN ADDITIONAL TOWNSITE; THENCE THE EASTERLY LINE OF SAID LOT 1, SECOND AMENDED PLAT, THE FOLLOWING FIVE (5) COURSES: • n dr ; `, - 1. N 14'50'49" E A DISTANCE OF 100.00 FEET; ,- "• Kx df � g _ '4 III* • fi�°�'` • �� �. S 9n $A S. . .' (+ f ff 2. N 75'0911W A DISTANCE OF 7.5 FEET; 3. N 14'50'49° E A DISTANCE OF 20.39 FEET; 4. N 75'09'11" W A DISTANCE OF 10.10 FEET; 5. N 14'50'49" E A DISTANCE OF 188.06 FEET TO AN ANGLE POINT IN SAID LOT 1, ALSO BEING AN ANGLE m POINT IN THE BOUNDARY OF OBERMEYER PLACE CONDOMINIUMS AS SHOWN IN PLAT BOOK 80, PAGE 57; t► x THENCE ALONG SAID BOUNDARY THE FOLLOWING THREE (3) COURSES s S 57'25 00 E A DISTANCE OF 24.94 FEET TO AN ANGLE POINT IN SAID OBERMEYER CONDOMINIUMS BOUNDARY; THENCE S 19'49'00" E A DISTANCE OF 138.72 FEET TO AN ANGLE POINT IN SAID OBERMEYER CONDOMINIUMS t�' 9 BOUNDARY; THENCE S 04'08'00" W A DISTANCE OF 67.55 FEET TO AN ANGLE POINT IN SAID OBERMEYER ITE CONDOMINIUMS BOUNDARY, ALSO BEING THE SOUTHWEST CORNER OF LOT 1, BLOCK 20, EAST ASPEN ADDITIONAL TOWNSITE, ALSO BEING THE NORTH WEST CORNER OF SAID CONCEPT 600 CONDOMINIUMS ; THENCE S 14'50'49" W A DISTANCE OF 120.39 FEET ALONG THE WEST LINE OF SAID CONCEPT 600 CONDOMINIUMS TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 0.607 ACRES MORE OR LESS. HAS BY THESE PRESENTS LAID OUT, PLATTED AND SUBDIVIDED THE SAME INTO LOTS AND BLOCKS AS SHOWN 1 ON THIS PLAT UNDER THE NAME AND STYLE OF 540 EAST MAIN STREET P.U.D.. AND DO HEREBY DEDICATE TO • THE PUBLIC ALL RIGHTS-OF-WAY AND EASEMENTS SHOWN HEREON FOR PUBLIC USE. EXECG D HIS _.__U DAY OF Wl —,A.D. 2016. NOTES: 1. Basis of Bearings: Bearings shown hereon are based on a bearing of N14'50'49"E along the west line of said parcel, between corners being monumented as shown hereon. 2. The boundary described in the referenced title commitment and the recorded legal description for this parcel, as described in Reception No. 472856 contains errors and omissions which cause a mis-closure in the boundary. The boundary shown hereon, and described in the Certificate of Ownership hereon, relies on adjoining legal descriptions and plats described hereon to account for said errors, and has a mathematical closure of less than 1:15,000. 3. Date of field survey : April and May, 2015 4. Units of linear measurements are displayed in US Survey Feet. 5. The property shown hereon is subject to all easements, rights -of -ways, building setbacks or other restrictions of record, as such items may affect this property. 6. Fences shown hereon, are for reference only, and do not necessarily indicate limits of ownership. 7. This property may be subject to apparent easements for existing utilities. 8. SGM will not be responsible for any changes made to this document after it leaves our possession. Any copy, facsimile, etc., of this document must be compared to the original signed, sealed and dated document to insure the accuracy of the information shown on any such copy, and to insure that no such changes have been made. 9. Based solely upon the Flood Insurance Rate Map (Community Panel No. 08097CO204 C, dated June 4, 1987, prepared by the Federal Emergency Management Agency, the subject property is designated as being situated in Zone X "Areas determined to be outside 500 -year flood plain". 10. The mathematical closure for the boundary dimensions shown hereon is less than 1:15,000. 11. The property shown hereon is subject to all easements, rights-of-way, building setbacks or other restrictions of record, as such items may affect this property. This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. All information pertaining to ownership, easement and other encumbrances of record has been taken from a Title Commitment issued by Land Title Guarantee Company, Order No. 62007886, having an effective date of October 13, 2016. Every attempt has been made to show all easements, rights-of-way, etc. referred to in the Schedule B2 Exceptions recited in said title insurance policy. Some such items may not be shown if they are standard title commitment exceptions, or if not sufficiently described in recorded documents to be shown graphically, or if they are situated on adjacent properties, or if they affect the property in general, etc. Surveyors Certificate: I, Joshua L. Wilson, being a registered Professional Land Surveyor, licensed in the State of Colorado, do hereby certify that I have prepared this plat of the 540 East Main Street Planned Development, that the location of the outside boundary, roads and other features are accurately and correctly shown hereon, that the same are based on field surveys and that the platted site and the roads conform to those staked on the ground. In witness whereof I have set my ha nd seal on this �`"" day of _ A.D. 2016. Joshua L. Wilson Colorado PLS # 38417 p,00 L /o For, and on behalf of SGMo`�..P� F,y� o i 38417 1 Fss�o3/AL L ANO City of Aden, Owner State of Colorado ) )ss County of Pitkin ) The for in state ent of ownership was acknowledged before me this 24 of A.D. 2016. My commission expires: Witness my hand and official seal. Notary Public AsDen Citv Council Approval day This plat was approved by the City of Aspen City Council on the 0_1 day of MA11 2016, by City of Aspen Ordinance No. -Ad, Series of 20L(q recorded in the Office of the Clerk and Recorder of Pitkin County, Colorado in Book ___ at Page _ as Reception No. The The dedications and easements sho n h� n are hereby accepted. Mayor Attest: — C y Clerk Communitv Development Director ADDroval: This plat has been approved by the Community Development Director of the City of Aspen, State of Colorado, on this XJ:J"- day of /1r _, 2016. B . l ---- C m nity Devel p ent Director C Aspen, Co ado Engineering Department Review: This plat_qas reviewed for a depiction of the Engineering Department survey requirements on this Q day of _N10d _�2016. By. --_ C ty of Aspen Engiri ring Department Title Certificate: T, ) r-6 lac j�f�efa" --do hereby certify that I have examined the title to all lands herein dedicated and shown upon this plat and that title to such lands is in the dedicator free and clear of all liens, �taxes, and encumbrances, except as follows: /VDnD Dated this �� day of 10yQ,/.�, A.D. 2016. By. Clerk and Recorders Certificate: This plat was filed of record in the office of the Clerk and Recorder of Pitkin County, I0XI o, at —_ o'cl ck —_m., the �d y of _ 2016, in Plat Book on Page _I--, Reception No. ,2_ / ___ . Clerk and Reforder Pitkin County, Colorado 2015-352.001 Drawn by: ilw/dac Survey and Certificates Date: 11/08/16 Approved: reb File: 540EastMainPUDPIat it DRAWING INDEX 1 SURVEY AND CERTIFICATES 540 MAIN STREET CIVIL DRAWINGS 2 ALIGNMENTS 3 SITE PLAN 4 PROFILE SHEET 5 PROFILE SHEET 6 GRADING & DRAINAGE PLAN 7 UTILITY PLAN 8 EROSION CONTROL PLAN 9 DETAILS 10 DETAILS 11 COA STANDARD DETAILS FOR WATER LINES 12 ACSD STD. SEWER DETAILS ARCHITECTURAL DRAWINGS 13 SITE PLAN 14 ALTERNATE SITE PLAN 15 LANDSCAPE PLAN 16 GARAGE PLAN - APD 17 MAIN LEVEL PLAN - APD 18 UPPER LEVEL PLAN - APD 19 ELEVATIONS - APD 20 ELEVATIONS - APD 21 MAIN LEVEL PLAN - AFFORDABLE HOUSING 22 SECOND LEVEL PLAN - AFFORDABLE HOUSING 23 THIRD LEVEL PLAN - AFFORDABLE HOUSING 24 ELEVATIONS - AFFORDABLE HOUSING 25 ELEVATIONS - AFFORDABLE HOUSING APPENDICES APP A DRAINAGE REPORT O FINAL APPROVAL DOCUMENTS r 540 E MAIN ST. ASPEN, CO www.cunniffe.com ti O CD N C1 L1J � 04 N O Q O uiJ tt'' W LL ~ zzo w Q 00z 0 � U UW U) Q w � w Q Z Q U) W O SHEET N0. CVR © COPYRIGHT CHARLES CUNNIFFE ARCHITECTS z w W Q w ;O CU Q z W Q �w Z a QQ 0 Cl. T SHEET N0. CVR © COPYRIGHT CHARLES CUNNIFFE ARCHITECTS m 0 n� �o 0 N 6 5 o O oi co 00 Q Cf) o ' Q)EXISTING H. P. STA. 1 +64.35 H. P. EL EV. 7913.55 PVI STA. 1+65.68 PVl ELEV.7913.57 K=4.28 9.08' VC Woo Qo Q co 00 Q Cf) o ' Q)EXISTING 7910• ................ • Z ^ W ? W GRADE 0�(EG) v 7915 mrn QQ."„�. . . . . . . ... . . . . . . . .:. WOE H.P. STA. 1+26.17 2+00- OTj �W------- ---------- n 759' H P. ELEV. 7902.20 N ,It Q W� . . . . . . ... . . . . . . . . . . mom. . ... . . . . . . . . . . . . . . ... �W �kr) h NN +N' N> 7915 7920 Graphic Scale 7920. .. .. :. _ :. O 5 10 20 PVl STA. 1+ 25-90 h rn -PVI ELEV.7914.48 Q)� - `n o N 10.00 OVC + In Feet: 1" = 10' N cV �N Q)� � N^ �� iz �� iz Wo 3 ci)�i c%iV Lai W�h WpZo�rn� 7915 . . . . _ . . . . . . . . . 1,5 . . . 2.799 . 0.0097915 0.449 0.569 —0.669 >.009 5.009 _ ----_ Pz� LnW WeJ-------------------------- ------ =2.809 -- ----_ �--1.37% 0.759 FINISHED GRADE(FG) - 0.759 _ SCALE.• HORZ.- 1 '= 10' SCALE. VERT. 1'-2' HORZ•7910 1 '= 10' VER T- 1'=2' u Q) �� ao � cep "7 N 1+00 1+20 1+60 2+00 1+00 1+20 PROPFL PROFILE CURB/GUTTER MAIN ST SHEET C5z ................................. . . . . . . . . ... . . . . . 910 7910 . . . . . . . . PROP EASEMENT THRU P/TCO PROPERTY \:7905 7905 ....\................ \ [ PlTCO PROPERTY LINE APD PROPERTY LINE [ (ROW BEGINS) (PITCO. PROPERTY BEGINS) [ TIE INTO [PROPOSED DRIVEWAY. [ . I (DES/GN CY OTHERS) . . . . . . . . . . . . . . . . . . . . . . . . . . 7900 7900 EXISTING GRADE(EG) [ I PER RIO GRANDE STORM SEWER PLANS FINISHED — GRADE (FG) \......... ...... 7895 : [ . 7895 v \ 7890 7885 • w SCALE' 52.63' of 8" PVC ®- 1.94% SEE RlD GRANDE PL.: STORM SEWER PLAN 7890 . 7885 1+00 1+2U -- Prosed Sewer Service Profile SEWER SERVICE PROFILE 7880 839 FINISHED GRADE(FG) 7910 E (LOCATED Q) co 00 W Lr) . • .... . 7910 7910• ................ • . 7895 VER T.- 1 '=2' H.P. STA. 1+26.17 2+00- OTj 1+60 E (LOCATED © MAIN Sl. Stitt LJ1 . • .... . 7910 7910• ................ • . 7895 VER T.- 1 '=2' H.P. STA. 1+26.17 NO OTj ^� H P. ELEV. 7902.20 N o bVl STA. 1+24.94 PV( ELEV.7902.35 A K=1.84 PVI 405.73 15.00' VC 1+60 C /J L'C-T /`47 1+20 0+80 - - ... - - . r-% r, ri i r- /c- STA PVI ELEV.7�O1.44 - JI o K=1.75- 6.55' VC� rn ��......... ... . . . . . . . . . . . . . . : 7905 7905 . ...............:.Cy o rn LL Q — — EXISTING GRADE(EG) - QQ� Qr W� 4 76� —3.419 I ��Q�-------- ^p -----.-: ooV 1.009' L',7900 .................- .Q ^.. 7900: _ W 0 Z W -SCALE.- -HORZ.• 1"- 10' • 7895 VER T.- 1 '=2' W NO OTj ^� N o r' -r' 1+60 C /J L'C-T /`47 1+20 0+80 - - ... - - . r-% r, ri i r- /c- .r . . . . . . . . 7910 7910.i / - EX. GRADE . . . . . . . : 7905 7905 . . . . . . . . . . . L.P.STA.1+10.13 L.P.ELEV 78.72 o PV! STA. 17 + 11.17 PVI ELEV. 7898.69 K=2.00 + d 6.72' VC Q co cn Y ���op crap WN - Q'N Q W N - m7900 7900 W W FINISHED W 2.209—� GRADE r \--1. 169 —0.509 INSIDE GARAGE TIE INTO COUNTY SEE ARCH. PLANS DRIVEWAY (DESIGN GARAGE BY OTHERS) DOOR SCA LE.• HORZ.- 1,,---1o, VERT- 1 '=2' 00 0 h rn 1 +DO arae n r e /-A iPA FNTRQNCF PROFILE (SEE m 7895 3 Y44 v *4 'A 0"7 0 3" SINGLE LAYER CDOT S MIX OR 4" DOUBLE LAYER CDOT S MIX (SEE NOTES) -., ` r C \_6"CLASS 6 AGGREGATE WELL—COMPACTED, NON—EXPANSIVE SUB—BASE (GRAVEL OR EX/STING MATERIAL) PAVING REQUIREMENTS: 1. FOR ALLEY PAVEMENT, 3" SINGLE LAYER COOT S MIX ON WELL—COMPACTED NON—EXPANSIVE GRAVEL BASE. 2. lF PAVING /S NEEDED FOR ROADS, PROVIDE MIN/MUM 4" CDOT S MIX (2" BASE LAYER f 2" TOP LAYER) ON 6" LAYER OF IMPORTED AND COMPACTED CLASS 6 AGGREGATE BASE COURSE, OVER NON—EXPANSIVE SUB—BASE. J. GEOTECHNICAL ENG/NEER TO VER/FY SUITABILITY OF SUB—BASE MATERIAL. (SOURCE OF MATERIALS AND THICKNESSES: CITY OF ASPEN ENGINEERING DEPARTMENT PROPOSED CONSTRUCTION AND EXCAVA77ON STANDARDS FOR WORK IN 771E PUBLIC—RIGHTS—OF—WAY, SEPT. 2007) TYPICAL PA VING SECTION N. T.S. POST (2" X 2" NOM/NAL) SIL T FENCE FABRIC ANCHORED /N TRENCH AND F/RML Y ATTACHED TO POST 6"x 6" 24" MIN TRENCH FLOW 42 if MIN— .. —III=11 w III=111=111- 18" -III—I III=1 I I—I I �- _ I� 1=1 I I III—i MIN IIIIIIII IIIIIIII -_III I 10' x -1I1- MAX X X X x x X 24" SILT FABRIC X x .x X MIN STAPLED TO. X.. x.X POSTS X . x .. . X..... .X . x. X. SILT FENCE X . x: X x.:X ... X . x X. X X. X .. X.Y. . -A- . FABR/C x ... x. x.. X_ X ....... x ANCHORED /N .X x. x urn TRENCH AND x X:. X. X x X x 'A COMPACTED - ATTA CHEDX.X . _ x. XXX. BACKFILL FIRML Y TO POST u 11— X..X .'X,..... II -n -III- SII II -1 TRENCH F�O� EROSION CONTROL NOTES. 1. SILT FENCE TO REMAIN /N PLACE UNTIL SITE /S RESTORED AND VEGETATION ESTABLISHED. SEDIMENT FENCE DETAIL WWI PER PLANS 112" EXPANSION JO/NT BROOM FINISH REQUIRED 2» E �o 6" COMPACTED CLASS 6 AGGREGATE COMPACTED SUBGRADE LEVELING COURSE NOTES: 1) EXPANSION JOINTS.- 100' ON CENTER AND AT DRIVEWAYS, 2) DUMMY JOINTS: 1 " DEEP BY 1/8" — 1/4" WIDTH AT INTERVALS EQUAL TO SIDEWALK WIDTH. 3) USE 1/4" RADIUS ON ALL EDGES. 4) USE 6" DEPTH OF CONCRETE ON ALL DRIVEWAYS. 5) CURE FOR 72 HOURS USING CURING COMPOUND, PLASTIC COVERING OR MOISTURE. 6) USE 3750 PSI CONCRETE WITH FIBERMESH ADDITIVE AT 1-1/2 LBS./C. Y. MAXIMUM SLUMP 4" CONCRETE SIDEWALK NTS " ^JACENT WALK/ LANDSCAPE PER PLANS " 2" CONCRETE FLA TWORK NO TES: I. CONTRACTOR SHALL BEFORE CONSTRUCT/ON OBTAIN A SOIL REPORT FROM A COMPETENT 1/2" EXPANSION JO/NT BROOMF/N/SH GEOTECHNICAL ENG/NEER /N ORDER TO PROVIDE THE ALLOWABLE SOIL BEAR/NG PRESSURE WHERE REQUIRED AND SLAB ON GRADE RECOMMENDAT/ONS. 1-2" R/G/D FOAM /NSU T/ N �� r x N ♦ r r� 2. DES/GN AND CONSTRUCT/ON SHALL BE PERFORMED /N ACCORDANCE WITH THE LATEST UBC in CODE. J. CONCRETE AND REINFORCING STEEL: F'C = 3, 000 PSI (AT 28 DAYS) (UNLESS NOTED ELSEWHERE) u �.5 FY = 60, 000 PSI (ASTM A615) 1/ ° ° \\--LL'' �� 6" COMPACTED'/�lG9SS' 4. PRD/DE FOR TEMPERATURE/SHR/NKAGE OF SLAB BY USING F/BERMESH OR ADD/NG SAW CUT AGGREGATE COMPACTED SUBGRADE LEVEL/NG COURSE CONTROL JOINTS /N ACCORDANCE WITH PORTLAND CEMENT ASSOC/AT/ON RECOMMENDATIONS ADDITIONALLY,, IF SLAB /S POURED AND CURED /N COOL WEATHER, IT /S SUGGESTED TO NOTES.- PRO VIDE AN 1 " EXPANSION JO/NT AT BUIL DING L/NE. 1) SEE "CONCRETE SIDEWALK" DETAIL NOTES NOTE' SEE MECHANICAL 5 SUBGRADE SHALL BE COMPACTED AND MOISTURE TREATED PER SOILS REPORT PR/OR TO 2) SNOWMELT TUBING 2" BELOW TOP OF CONCRETE FOR DETAILS PLACEMENT OF BASE COURSE AND POUR/NG OF CONCRETE. 3) TUB/NG /S 4- BELOW FINISHED GRADE 4) 4,000 PSI CONCRETE W/SNOWMELT TUB/NG (5" THICK) 6. ALL CONCRETE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDIT/ON OF AC/ 318, BU/LD/NG CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 5) #4 CONT ® 12" O.C. (TYP) (BOTH DIRECT/ONS) 7. ALL HORIZONTAL REINFORCEMENT BARS (/F REQUIRED) SHALL BE MADE CONTINUOUS BY PROVIDING CORNER BARS WITH MIN. LAP OF 2'-3': SNO f�f� /V/ EL TED CONCRETE SIDEi�YA L K EARTH—SAI/ STRAW WOOD STAKE CENTERED WATTLE LE OR APPROVED EOUAL�� IN STRAW WATTLE AI )NCRETE CURB NOTE- AT EAST ALLEY WHERE THERE IS NO SNOWMEL T OTEXT/LE TURNED UP AT SIDES I VESTONE CONCRETE PAVER 118- (80MM) MIN/MUM THICKNESS DD/NG SAND 1/2" (25-40MM) INSERT 4" CONCRETE SLAB BETWEEN SAND AND BASE USE 3750 PS/ CONCRETE W/FIBERMESH ADDITIVE AT 1 1/2 LBS./C.Y., MAX/MUM SLUMP 4" COMPACTED BASE MATER/AL 6" (100MM) MIN/MUM THICKNESS 4PPL Y OVER GEOTEXT/LE AS NEEDED TYP COMPACTED SOIL SUBGRADE THRU WEEP AS REQUIRED ...?UARE GEOTEXT/LE CENTERED ON HOLE PA VER SECTION NTS CONCRETE NO TE.' ENTRANCE USES SLOT DRAIN SEE DETAIL BY LSA DRI VEWA Y SEE NOTE 3 RATE PER HEA TING TUBING ARCHITECT (SEE NOTE 6) (GRADE PER PLAN) 116" M/N. 9 21-- (GRADE AND SURFACE PER PLAN) S 4 \ 5 S< k J _ 2 RIGID 44% 4 _ ' t o 4 ( INSULATION G< G -;;� h t >> LC�NGIT. t j( ,� / _ - < RE. Y� 4 ' 4 r r"n37 A G. G ✓ s' G',': h >. ..� a .. Z G 4 77 l' 6" COMPACTED G z,� p _ .; a3 4 .. O G CLASS 6 AGGREGATE ; k 4 <, BASE COURSE -- G COMPACTED -' - — INSTALL HEATING TUB/NG BEL 0 W TRENCH DRAIN _ _... EE NOTE i NOTES. - -- 1) INSTALL TRENCH DRAIN /N ACCORDANCE TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES Q) 2) TRENCH DRAIN CHANNEL CHAIRS SHALL BE USED TO SUPPORT TRENCH DRAIN DURING CONCRETE POUR RECOMMENDED INTERVALS , SPACED AT MANUFACTURER'S 3) THE FIN/SHED LEVEL OF THE CONCRETE MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE. 4) FOR PREFABRICATED TRENCH DRAIN SYSTEMS, TRENCH DRAINS SHALL BE ENCLOSED BY A MIN. 8" OF CONCRETE ON ALL SIDES, OR AS Q3 RECOMMENDED BY TRENCH DRAIN MANUFACTURER. 11 5) TRENCH DRAINS SHALL BE CONSTRUCTED AS A MONOLITHIC SECT/ON WITH THE HEATED CONCRETE SLAB. °i 6) HEAT/NG TUB/NG /S SHOWN FOR GRAPH/CAL REPRESENTATION ONLY. ACTUAL TUB/NG SPECIFICATION AND LAYOUT BY OTHERS a m 0 Q N TYPICAL CONCRETE SLAB TRENCH DRAIN X—SECTION N. TS. GM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sqm-inc.com TYP. ASTM NO. 8 OR N0. 9 AGGREGATE /N OPEN/NGS PERVIOUS PA VERS BEDDING COURSE (TYP. ASTM NO. 8 OR NO. 9 AGGREGATE) CONCRETE EDGE N� oG o oG oG oG aG o aG a0 0 ©G a0 o aG aG pc> Oq pq p C7q Dq Oq pq pq pq oG a0 oG o 6G o aG oG G oG G 6G oG G oG o0 lel 1 i— I .� FLOW --► STRAW WATTLE INSTALLATION DETAIL --I N TS. ASTM NO. 57 STONE OPEN — GRADED BASE LOCATE DRAIN/SEWER PERVIOUS PA VER SECTION CLEANOUT AS SHOWN ON PLAN NTS 410 PIPE N. T.S. # Revision The City Of Aspen Aspen Police Department Aspen, CO 45' PVC WYE OR ELBOW PLUG 45° PVC 5 ELBOW JP 41e PIPE FLOW T DETAIL CO) NTS 114-, STANDARD 30" CURB do GUTTER NTS a CDOT CLASS �I l BZ CONCRETE 01 STRIP ALL TOPSOIL, SCAR/FY & RECOMPACT SUBGRADE A MIN. OF 8" DEPTH TO 959 MOD/F/ED PROCTOR 8" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 959 MODIFIED PROCTOR VALLEY PAN DETAIL NTS ? " CLASS 6 AGGREGATE LEVEL/NG COURSE DANDY BAG INSTALLATION: 1. STAND THE GRATE ON END 2. PLACE THE DANDY BAG OVER THE GRATE 3. ROLL THE GRATE OVER SO THAT THE OPEN END /S UP 4. PULL UP THE SLACK 5. TUCK THE FLAP /N 6. PRESS THE VELCRO STRIPS TOGETHER 7. BE SURE THAT THE END OF THE GRATE /S COMPLETEL Y COVERED BY THE FLAP OR THE DANDY BAG WILL NOT WORK PROPERLY 8. HOLDING THE HANDLES, CAREFULLY PLACE THE DANDY BAG WITH THE GRATE INSERTED INTO THE CATCH BASIN FRAME 9. PROVIDE A DEPRESS/ON AREA AROUND CATCH BASIN TO PROVIDE STORAGE OF RUNOFF WATER ABOVE DANDY BAG 10. INSTALL STRAW WATTLES AROUND CATCH BASIN TO PROVIDE ADDITIONAL SEDIMENT REMOVAL 11. PUMP FILTERED WATER FROM CATCH BASIN TO RIO GRANDE PLACE CURB & GUTTER OR STORM INLET MAINTENANCE. AFTER EACH STORM EVENT - 1. TO INSURE PROPER OPERATION REMOVE SILT, SEDIMENT, AND DEBRIS FROM THE SURFACE AND THE VICINITY OF THE UNIT WITH A SQUARE PO/NT SHOVEL OR ST/FF BRISTLE BROOM AWAY FROM ENVIRONMENTALLY SENSITIVE AREAS AND WATERWAYS /N MANNER SATISFACTORY TO THE ENG/NEER/INSPECTOR. Z REMOVE FINE MATER/AL FROM INSIDE DANDY BAG AS NEEDED. J. DISPOSE OF DANDY BAG NO LONGER /N USE AT AN APPROPRIATE RECYCLING OR SOLID WASTE FAC/L/TY. INLET INSPECTION - I. TO INSPECT INLET, REMOVE DANDY BAG WITH GRATE INSIDE, INSPECT CATCH BASIN AND REPLACE DANDY BAG BACK INTO GRATE FRAME. L AGL'LfiJJ O GREGATE LEVELING COURSE INVERTED (SPILL) 30" CURB & GUTTER STANDARD FABRIC IS A WOVEN MONOFILAMENT LIFT/NG STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE DANDY BAG LOW POINT SUMP DETAIL N. TS. Date By Job No. Drawn by: Deta i Is Date: ac: File: ng :?"R GRATE FLAP FOLDS OVER TO ENCLOSE GRATE DANDY BAG PRECAST CONCRETE CATCH BASIN ELEVATION 2015-352.001 AWE 09/27/2016 RM PE: JH CoaPD-Details VELCRO CLOSURE GRATE SLOPE GROUND TO INLET �� r x N ♦ r r� NTS 410 PIPE N. T.S. # Revision The City Of Aspen Aspen Police Department Aspen, CO 45' PVC WYE OR ELBOW PLUG 45° PVC 5 ELBOW JP 41e PIPE FLOW T DETAIL CO) NTS 114-, STANDARD 30" CURB do GUTTER NTS a CDOT CLASS �I l BZ CONCRETE 01 STRIP ALL TOPSOIL, SCAR/FY & RECOMPACT SUBGRADE A MIN. OF 8" DEPTH TO 959 MOD/F/ED PROCTOR 8" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 959 MODIFIED PROCTOR VALLEY PAN DETAIL NTS ? " CLASS 6 AGGREGATE LEVEL/NG COURSE DANDY BAG INSTALLATION: 1. STAND THE GRATE ON END 2. PLACE THE DANDY BAG OVER THE GRATE 3. ROLL THE GRATE OVER SO THAT THE OPEN END /S UP 4. PULL UP THE SLACK 5. TUCK THE FLAP /N 6. PRESS THE VELCRO STRIPS TOGETHER 7. BE SURE THAT THE END OF THE GRATE /S COMPLETEL Y COVERED BY THE FLAP OR THE DANDY BAG WILL NOT WORK PROPERLY 8. HOLDING THE HANDLES, CAREFULLY PLACE THE DANDY BAG WITH THE GRATE INSERTED INTO THE CATCH BASIN FRAME 9. PROVIDE A DEPRESS/ON AREA AROUND CATCH BASIN TO PROVIDE STORAGE OF RUNOFF WATER ABOVE DANDY BAG 10. INSTALL STRAW WATTLES AROUND CATCH BASIN TO PROVIDE ADDITIONAL SEDIMENT REMOVAL 11. PUMP FILTERED WATER FROM CATCH BASIN TO RIO GRANDE PLACE CURB & GUTTER OR STORM INLET MAINTENANCE. AFTER EACH STORM EVENT - 1. TO INSURE PROPER OPERATION REMOVE SILT, SEDIMENT, AND DEBRIS FROM THE SURFACE AND THE VICINITY OF THE UNIT WITH A SQUARE PO/NT SHOVEL OR ST/FF BRISTLE BROOM AWAY FROM ENVIRONMENTALLY SENSITIVE AREAS AND WATERWAYS /N MANNER SATISFACTORY TO THE ENG/NEER/INSPECTOR. Z REMOVE FINE MATER/AL FROM INSIDE DANDY BAG AS NEEDED. J. DISPOSE OF DANDY BAG NO LONGER /N USE AT AN APPROPRIATE RECYCLING OR SOLID WASTE FAC/L/TY. INLET INSPECTION - I. TO INSPECT INLET, REMOVE DANDY BAG WITH GRATE INSIDE, INSPECT CATCH BASIN AND REPLACE DANDY BAG BACK INTO GRATE FRAME. L AGL'LfiJJ O GREGATE LEVELING COURSE INVERTED (SPILL) 30" CURB & GUTTER STANDARD FABRIC IS A WOVEN MONOFILAMENT LIFT/NG STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE DANDY BAG LOW POINT SUMP DETAIL N. TS. Date By Job No. Drawn by: Deta i Is Date: ac: File: ng :?"R GRATE FLAP FOLDS OVER TO ENCLOSE GRATE DANDY BAG PRECAST CONCRETE CATCH BASIN ELEVATION 2015-352.001 AWE 09/27/2016 RM PE: JH CoaPD-Details VELCRO CLOSURE GRATE SLOPE GROUND TO INLET UNPAVED AREAS PAVED AREAS MATCH EXISTING AC PVMT SAW CUT ASPHALT ONLY NO OTHER TYPE CUT l i CURB, PER PLAN VIEW i STRAIGHT GRADE TOP CURB v t> FROM BEGINNING TO END m A W A BURIED PIPE --- HEA T TAPE SEE NOTE 3 BELOW _ MATCH EXISTING LEVELING COURSE, COMPACT TO 959 MAX. DRY DENSITY - MATCH EXISTING SUB—BASE SLOPE PER OSHA REQUIREMENTS CDOT CLASS 6 ROADBASE, COMPACT TO 959 IN 8" LIFTS OR USE CLSM PER COA STANDARDS CLASS A CRUSED STONE BEDDING MATERIAL COMPACT TD 959' MAX DRY DENS TYP 6" ALL SIDES PIPE NOTES. - 1. PLACE AND COMPACT BEDDING MATERIAL BEFORE INSTALLING PIPE. 2. PIPE BEDDING MUST BE IN PLACE, COMPACTED AND PIPE INSTALLED AT TIME OF PAVEMENT INSTALLATION OBSERVATION J. INSTALL HEAT TAPE IN PIPE OR DIRECTLY BENEATH PIPE IF DRAINS ARE CONNECTED TO SNOWiVELT SYSTEM. DRAINAGE PIPE DETAIL N. T S. GRATE PER LANDSCAPE ARCHITECT (LSA) RISER PIPE. - DEPTH AND � SIZE PER PLANS 1% MIN FLOW 7-- HARDSCAPE 90° ELBOW OR TEE IF INCOMING LINE REQUIRED WYE TO ROOF GRAIN —� BEGINNING POINT(S) TO DRYWEL[ DOWNSPOUT CONNECTION FACE OF PIPE TO BE 6" FROA DRAIN PIPE TO OUTLET AS REQUIRED FOOTING EDGE WITH PIPE TOP SIZE PER PLANS FOOTER TOP AT BEGINNING REDUCER AS REQUIRED DRAIN INLET (DI) DETAIL N. T.S. LITETOP EXTENSIVE GROWING MEDIA; KEEP TOP OF MEDIA J14" BELOW TOP GARDENEDGE GARDENEDGE METAL EDGE RESTRAINT -PERFORATED (CAN BE PLACED ABOVE OR BELOW GARDENDRAIN) SYSTEM FILTER 4 44 HARDSCAPE (SIDEWALK OR PAVERS) GARDENDRAIN GR30 USE 4 " THICK, 3750 PSI CONCRETE WITH FIBERMESH 2"" t ADDITIVE AT 1 %2 LBS./C.Y. MAX. SLUMP 4'; A.'S !► &r TROAN MH W/JOINTS 10' OC MAX. FOR SIDEWALKS AND A AAS�FWr Z Q QQ Q Q p p 15 OC MAX. FOR PATIOS ovQ OR IrR00:111V 70 BE 0 `m D f GEOFOAM _ e INSULATION A$ AMSS4RY RW ME S4F '` , 1 , t fAtti�.,k.<, . 7W Q PROTECT112V OF .. 2 711 0 j, _ 1 FAAW na9VWDTH '7R__ _ t R SE001MA0011- y i) Assiw4tr zowE - a" Aft. noaaVESS OF ASPWT WIAWnMW 21 ,GILT rw ovw RaWWAY FAW &EMEN BASE AAV 84CARU 2) JAMU ZE &WL SE aASS f 84SE # K 4;"W COANMC 712 9W Or AkW7M PRVCW OMPAMM fiMNVA94S PAW MY OF 14 1.6' 'I 1.4 Ilk 3' © SAGE TELECOM. CS CABLE TV SPARE O CABLE TV TS TELEPHONE SPARE OT TELEPHONE CF CITY FIBER OPTIC CEDAR NETWORKS © ELECTRIC SPARE O ELECTRIC DRY UTILITY TRENCH TYPICAL SECTION 4" CONDUIT (TYP) DOW STYROFOAM INSULATION (OPTIONAL) ROOT STOP HYDROFL EX 30 MM 6125EV-FR NOTES - 1. 'SOIL STOP" CAN BE GARDENEDGE PERFORATED METAL EDGE RESTRAINT, PRECAST OR POURED -IN-PLACE CONCRETE CURBS, LANDSCAPE TIMBERS, ETC. 2. IF GARDENDRAIN ELEMENTS ARE INSTALLED UNDER HARDSCAPE AREAS THE CUPS MUST BE FILLED WITH LIGHTWEIGHT EXPANDED AGGREATE. GARDENDRAIN MAY ALSO BE USED AS FORMS FOR SETTING CONCRETE FOOTINGS FOR CURBS, ETC. J. REFER TO APPLICABLE MM 6125 -FR ROOFING OR WATERPROOFING GUIDELINE DETAILS FOR PROPER MEMBRANE/FLASHING DETAILS AND ALTERNATIVES. ON—ROOF SIDEWALKS AND PATIOS N. T.S. 30 URB/GUTTER f/NATION TRANSITION B FROM 6" HIGH TO 0" AT END CURB AND GUTTER TERMINATION AT CURB/GUTTER TERMINATION TRANSITION CURB FROM 6" HIGH 24" TO 0" HIGH AT END CURB AND GUTTER 6" CURB TERMINA TION FL GUTTER PAN - — — — — — — — — — — — — — J 2' CURB TAPER DETAIL NOT TO SCALE The City Of Aspen Aspen Police Department Aspen, CO NOTES.- 1. DIMENSIONS MAY BE ALTERED TO AVOID OBSTRUCTIONS WITH ENGINEERS APPROVAL. 2. SURFACE OF RAMP TO HAVE COARSE BROOM FINISH, J. HANDICAP RAMPS SHALL BE 6" THICK CONCRETE ALL OTHER CONCRETE FLATWORK SHALL BE 4" THICK. AGGREGATE BASE FOR CONCRETE FLATWORK SHALL BE 2" COMPACTED CLASS 6 AGGREGATE. 4. SEE M&S STANDARDS M-608-1 FOR MORE CURB RAMP INFORMATION. 5' 16,1 2' 16„1- CONC. PEDESTRIAN CURB 2” AGGREGATE BASE LEVELING COURSE SECTION A A N. T.S. DETECTABLE WARNING PAVERS START 6 IN. FROM THE FLOW LINE & 24" IN WIDTH CURB/ GUTTER CONCRETE PEDESTRIAN CURB, PER PLAN VIEW STRAIGHT GRADE TOP CURB v FROM BEGINNING TO END m A W A 0. SW 1:12 �. 0. 5' a O W DETECTABLE WARNING PAVERS . CURB RAMP SIDEWALK RAMP TYPE 3A MODIFIED SCALE.- 7"- 5' CONNECTION TO CURB, TO BE COORD W/ MODULAR SUPPLIER CONCRETE CURB TO SUPPORT MODULAR WOOD HOUSING TO BE COORDINATED WITH MODULAR SUPPLIER T WALL TBD LANSCAPING, RE. LANDSCAPE & CIVIL 4 4 h : �< MODULAR WOOD HOUSING UNITS, BY OTHERS TEMPORARY SLAB, RE.• CIVIL & LANDSCAPE GEOFOAM, RE..- ARCH, CIVIL & LANDSCAPE HORIZ REINF, TBD VERT DOWEL W/ STD HOOK TO BE CAST INTO CONCRETE SLAB, SIZE & SPCG TBD T SLAB RE: PLAN PA T10,/FUTURE HOUSING FOUNDATION NOT TO SCALE ## Revision Date SURFACE TREATMENT PER LS PLANS GREEN ROOF MEDIA WRAPPED /N GEOTEXTIL E USE NDS PERFORATED PIPE DETAIL EZ- 100 IF OR APPROVED N. TS. EQUAL 3 FOUNDATION (BY OTHERS) Z-1 1� \% k PREPRUFE \\ 4 WATERPROOFING HYDRODUCT 220- >/ 20 a SOIL RETENTION SYSEM \// (BY OTHERS) \ \ �\ ;-�� COMPACTED GROUND - OR MUD SLAB ti HYDRODUCT ` �zA,\, COIL 600 ° FOUNDA TION DRAIN FOR ONE SIDED POUR T. N. S. Existing Pavement 24" From Edge of Trench or Any Cracked Pavement (All Edges of Trench) Maximum Slope: 12 — HMA Depth varies (See "Exhibit F" of Construction and Excavation Standards) t Scarified and Recompacted Roadway Base Material BASE COARSE = 18" - CL6 ABC Graded and Compacted Backfill in Lifts Not to Exceed 12" (Suitable Screened Native Material May be Permitted) Geotextile at interface Structural Backfill (Including Bedding) Scarified and Recompacted Trench Bottom Notes: 1. Trench must be sloped as shown or braced for the safety of construction workers. Trenching will be subject to most recent Confined Space and OSHA regulations 2. Existing pavement shall be sawcut and replaced to create the full depth replacement shown. Sawcutting must occur after backfilling and before paving. "T" patch may be an acceptable alternative. 3. Stress cracking of existing pavement may occur during excavation for a variety of reasons. If this occurs, the contractor must sawcut at leat 12" beyond the limit of visible cracks and remove all stressed pavement. 4. Hot bituminous patch shall be a minimum of 5" thick and placed in two Ift as shown. Thicker patches may be necessary depending on the type of street — see Construction and Excavation Standards "Exhibit F' for more information. 5. For a major utility project, a full set of modified proctor curves must be submitted, and backfili must be compacted to within 92%-96% of maximum density within 2% of optimum moisture as defined by ASTM 1557 Method "C". If curves are not submitted, backfill for trench and base for patch shall conform to CDOTs aggregate base course class 6 (ABC CL -6) designation and shall be compacted to 92%-96% of maximum density within 2% of optimum moisture. Flow fill may be used as an altemative, but must contain at least 80 lbs. of cement per cubic yard and retain a 9" maximum slump. Use of flow ful must be approved by utility provider and City of Aspen Engineering Department. 6. Bedding for flexible lines shall be t" crushed screened rock, free of fines. Or per direction of utility provider. 7. Trench bottom must be scarified and recompacted after excavation or after any dewatering action to ensure adequate support of utility bedding. 8. Patching of trenched areas within the City of Aspen Right of Way must also meet the requirements set forth in the Construction and Excavation Standards. g. Water lines shall be a minimum of 7 feet below the ground surface. Refer to the Water Distribution Standards for additional water line requirements. TRENCH AND PATCHING DETAILS W W WASPENPMCN.COM/DEPARTMENIS/ENGINEEMG/DE%GN-CONStRUCnON/ Job No. 2015.352.001 Drawn by: AWE Details Date: 09/27/2016 QC: RM PE: JH 10 F I fie: CoaPD-Defails I P 0 l } Mini •d ♦ Y4M 1 j ,arm w —417 •t♦Y* A s A s Y ! 3F Y 4 R A # JF ♦ A -A! # # # i i M f: # • xt • # t a i■# t 1 A A #, Jew • s • 4 # a JF Y # a # s a s s•♦ s.. �4 • R < Y A A AR Y IIA t • # Y aw drr� 0 WINW4 a111 MM AU MOS SOMMa �� ifs yti+yiif�€ WWW MW jo _ .. . W� Afr MY ff"W0 MNAM TOWMVI V MW 4V SIA Mr V Sr AM4l4�lM' A {. g ! • M>rr ' f raj ��i� •tfA 't ^'+fi iw .. # 11� r'" � "t e`er A M� r AMA. ••.i" of - �" via _ A w —417 •t♦Y* A s A s Y ! 3F Y 4 R A # JF ♦ A -A! # # # i i M f: # • xt • # t a i■# t 1 A A #, Jew • s • 4 # a JF Y # a # s a s s•♦ s.. �4 • R < Y A A AR Y IIA t • # Y aw drr� 0 WINW4 a111 MM AU MOS SOMMa �� ifs yti+yiif�€ WWW MW jo _ .. . W� Afr MY ff"W0 MNAM TOWMVI V MW 4V SIA Mr V Sr AM4l4�lM' A {. Ri MNI!;IIVIA ZA 011 r t"IkLmi WA TER MAIN TRENCH CROSS SECRON illir 10 t AA. � "i W-•� k II U I�` ♦A M s: € , c,. A :ra, s ,. Ax r z� °a 5 A, !� CtUt HMW LW i SE 4r 1UP. i,.. vK._..:. «^'aR. Of COW ON .7W OF t t M #' -..; 6) 00 AW AU AW110 AAV AMW 3, AOW Ar MW INSTALLATION DETAIL owe G M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.som-inc.com W i 1 �Vkt P 11 R yi1 The City Of Aspen Aspen Police Department Aspen, CO f^P A "#r— COMBINATION A /K VAIL IVANHOLE DETAIL 0 STANDARD DETAILS FOR WATER LINES Revision r. P tY'A" xr d yam- r to s� YI M ♦ A VIA low "XIM IN THE A ME d1e ENCH Y - it 4 Xw fm j 0 .. F. EL EVA TION WA TERLINEICUL VERT , CROSSING J DESIM G0 r� fou h Water DETAIL GOD PRojECT NumSER EVIn"rSk LtiECK: GOD L DEVELOPMENT JIM17, DATE-. JANUARY 25, 20-1� Job No. 2015-352.001 COA Standard Deta i Is for Drawn by: AWE Date: 09/27/2016 Water Lines QC: RM PE: 1H File: CoaPD-Details 1� e`er via Ri MNI!;IIVIA ZA 011 r t"IkLmi WA TER MAIN TRENCH CROSS SECRON illir 10 t AA. � "i W-•� k II U I�` ♦A M s: € , c,. A :ra, s ,. Ax r z� °a 5 A, !� CtUt HMW LW i SE 4r 1UP. i,.. vK._..:. «^'aR. Of COW ON .7W OF t t M #' -..; 6) 00 AW AU AW110 AAV AMW 3, AOW Ar MW INSTALLATION DETAIL owe G M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.som-inc.com W i 1 �Vkt P 11 R yi1 The City Of Aspen Aspen Police Department Aspen, CO f^P A "#r— COMBINATION A /K VAIL IVANHOLE DETAIL 0 STANDARD DETAILS FOR WATER LINES Revision r. P tY'A" xr d yam- r to s� YI M ♦ A VIA low "XIM IN THE A ME d1e ENCH Y - it 4 Xw fm j 0 .. F. EL EVA TION WA TERLINEICUL VERT , CROSSING J DESIM G0 r� fou h Water DETAIL GOD PRojECT NumSER EVIn"rSk LtiECK: GOD L DEVELOPMENT JIM17, DATE-. JANUARY 25, 20-1� Job No. 2015-352.001 COA Standard Deta i Is for Drawn by: AWE Date: 09/27/2016 Water Lines QC: RM PE: 1H File: CoaPD-Details 1� Y4 too Vl Pic 2I� ACM -01 1I M 64 2 gell -11 1 A wjl "'I 11=1911*1 W 1,01101*11011CIN21:1811 A . . k -0 Ins eft- MAY NMQ ac MFUCTED U!'"LL Ot SFEEr GRAMS W- 45 1X0 SR04>41 F 0 1B G M 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sqm-inc.com 1 Comm ZAP. ITL k I T EO .f A --A —UMU- I. CASTM WWFIWVMS; "TAL Ar --40 'WIM A MIN&VJM TENSU SMAORM Of ALL COMPONENM MSIGNM FM� H%� tGAI04r,, Z AU CASTIMS 70 BE OWED #4 ASP"ALT- W= 2e MANHOLE RING AND CQVER SCALE: N.T-S. ACSD-03 n v`j ' it Y j:'21XM [.;t; - 0 SIKL EKTENQ r AND BU43 (Ir IF The City Of Aspen Aspen Police Department Aspen, CO RMM WNW) SCALE KT.S. ACM -04 I OUND N&FM INSULATION REQUIRED ��111 V -'A A • FOR LESS THAN r L U IN ROAMAYS IN, OT14ER E 'j" ' rM 40 -F BEDOMG ZONE 7A Z 3/40 CRUSH EDa t• /4! ROCK COMPACM TO 959 STD, PROCTOR NOTES .1. SEWER PIPES SWILL HAVE A MINIMUM COVER OF 7 FEET IN ROADWAYS. AND --A MINIMUM OF 5 FEET IN OTHER AREAS. INSUI"ON IS REQUIRED IN AREAS OF INSUFFICIENT COVER: 2 WHES OF INSULATION ARE Rf; ED FOR EACH I OOT - OF INSL-WMENT COVUL - 2. INSULATION: EMUDLD FLAT BOARD POLYSTYRENE fOAM. MIN. ItfICKNESS, AVERAGE COMPRESSIVE.STRENGTH 40 P _$I NINv, K FACTO2. LESS T AX AT 7107, NEW. TYPICAL CROSS SECTION FOR I SKLATION ACSD Std. Sewer Details Job No. 2015-352.001 Drawn by: RM ,41 12 Date: 09/27/2016 Qc: EM EP E: Ji File: Co&aDela 1�' Police Station A-'ZPFN PC)Ulr.,,F DEPARTMENT AT 540 EAST MAIN STREET WNW ■ � ■ Im ■ �mw - - I-mmw - - - - - - - - - - - - - - - AUGUST 17, 2016 SITE PLAN NOTE: SHEET 13 IS THE PREFERRED DESIGN OPTION OF THE TWO SITE PLAN ALTERNATIVES FOR THE EXTERIOR STAIRWAY APPROVED BY THE HISTORIC PRESERVATION COMMISSION VIA o 10 RESOLUTION NO. 21 (SERIES 2016). SHEET 14 SHOWS THE SECOND ALTERNATIVE DESIGN. 13 A A i1 milli I IN AM AM I M EL JULY 2016 r] DESIGNWORKSHOP Landscape Architecture • Land Planning Urban Design • Tourism Planning Asheville . Aspen • Austin • Beijing • Chicago . Denver . Dubai . Houston • Lake Tahoe . Los Angeles I 120 E. Main St. Aspen, CO 81611 (970) 925-8354 Facsimile (970) 920-1387 W W W.D E S I G N WORKS H O P.0 O M H Z 77r LLJLLJ � Uj�� as H o Cl) z 0 aao IUL LLj g u OW N a � LLJ W a V o VJ� a NOT FOR CONSTRUCTION ISSUE DATE: AUGUST 17, 2016 REVISIONS # DATE DESCRIPTION DRAWN: DC/ MP REVIEWED: RWS PROJECT NUMBER: 5139 LANDSCAPE PLAN 15 ©COPYRIGHT DESIGNWORKSHOP, INC. 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