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HomeMy WebLinkAboutNEW BELGIUM BREWERY FOURTH CANNING LINE EXPANSION 600 BUCKINGHAM STREET - Filed MA-MINOR AMENDMENT - 2011-07-07r Q N EXISTING BUILDING A PLAN ,_ .291 PERVIOUS TO IMPERVIOUS AREA: RAIN GARDEN 15,126 SF GRAVEL 8,205 SF LANDSCAPE 836 5F TOTAL 24,167 5F ANSION 1 OF T i "-ARAVEL-TRUCK TURN -AROUND ---, LIMIT OF WORK 1 NEW CONCRETE PAD 1 1 ,I 1 1 1 / PARKING FOR ADDITION NEW IXISTIN6 CURB I : T r 1 1 ERS / Lij IXIIGNT� LNC:� err/ 1 1 EXISTING 1 III 1 4, DETENTION—.,, I I I III II � II I IXISTING 1 I DETENTION\ II , I 1 . I 1 I II I liM= VICINITY 1 IAP NORTH SCALE: N.T.S. DRIVF VINE AREA OF NORK EXISTING ACCESS IXISTING BUILDING ROAD TO SITE 600 BUCKING"M ISTING BUILDING SW LINDEN 9O2 BUCKINONAM It2 Lu D w Q Q BUCKINGHAM STREET w I PROJECT DESCRIPTION: NEW 16,000 5F CANNING LINE ADDITION TO THE EX15TING BOTTLING BUILDING. EXTERIOR C44ARACTERISTS AND FINISHES WILL MATCH THE EXISTING BUILDING WHICH CONSISTS PRIMARILY OF STUCCO, CONCRETE, AND WOOD TRIM. THIS ADDITION WILL ALSO INCLUDE MINOR CHANGES TO EXISTING UTILITIES, GRADING, DRAINAGE, AND LANDSCAPE. VfVC►,orMf4T w WiTow r:pbo 76At ftvlvpi,049. A .1. PROJECT TEAM: OWNER: NEW BELGIUM BREWING COMPANY 500 LINDEN STREET FORT COLLINS, CO W521 0 TEL: q70-4q4-7876 0 EMAIL: MFINERONEWBELGIUM.COM �I� CONTACT: MARC FINER vn GENERAL THE NEENAN COMPANY CONTRACTOR: 2620 E. PROSPECT RD. SUITE 100 FORT COLLINS, V `` CO 80525 ^ CL TEL: 303-296-0383 FAX: 970-4q3-586q X c N E-MAIL: JIM.5COTTVNEENAN.COM W CONTACT: JIM SCOTT C �L00 ARCHITECT: MIKE DALEY at THE NEENAN COMPANY ^^'' 2620 E. PROSPECT RD. SUITE 100 W c: 0 '.0 FORT COLLINS, CO 80525 0 TEL: q70-4q5-6308 U (d FAX: q70-493-5869 0 0 E-MAIL: MATT.BROOKSMITHi1NEENAN.COM , CONTACT: MATT BROOKSMITH 0 CIVIL NORTH STAR DESIGN INC. C U ENGINEERING: 700 AUTOMATION DRIVE UNIT I •� .� uj W I NDSOR, CO W650 c: TEL: q70-686-6g5q FAX: q70-686-1188 Al W O E-MAIL: TRICIA@NORTHSTARDESIGNINC.COM co CONTACT: PATRICIA KROETCH ' co U LANDSCAPE MICHAEL CHALONA ARCHITECT: at THE NEENAN COMPANY 2620 E. PROSPET RD. SUITE 100 FORT COLLINS, CO W525 TEL: q70-493-8747 FAX: q70-493-586q E-MAIL: MICHAEL.CHALONAQNEENAN.COM CONTACT: MICHAEL CHALONA W cI co co DRAWING INDEX: u CIVIL:pq I GRADING PLAN a)O 2 3 GENERAL NOTES OVERALL UTILITY PLAN 4 OVERALL GRADING PLAN 5 DETAILS ARCH I TECTURAL: 51TE PLAN AO.01 LANDSCAPING PLANTING PLAN z L2.01 ARCHITECTURAL: Q A2.11 EXTERIOR ELEVATIONS J RECORD DRAWINGS: SITE PLAN W LANDSCAPE PLAN EXTERIOR ELEVATIONS �— Lm rR�SION D FOR SO -14- D FOR DO 4-1- IMPERVIOUS AREA: D FOR PERW ..- D FOR CONSTRUCTION: 0/20=11 ROOF 161286 5F Ds25=11 CONCRETE PAD 3,000 SF ASPHALT 13,200 SF STAIR t RAMP 337 5F TOTAL 2q,200 SF 2481 A0.01 N•29 247 1 .._...---•r-..._...- -----.- 4 a ° n e u .q 4 d a 6 d d W, 4 L d d ° a a d d 4e ° h a a e d ° a a e„ a i ° J d a a d ae e d a a d q ab e d i °G a a y n° q L a da e 4 a d n a L L d a a and dan , a q 4 ° rn d - ° east wall of existing building Existing Contours EX Building New rock mulch to match existing Tie new plantings into existing plantings. RA(2) Existing Plantings 5' offset for construction. ------- - - dr ................ (5) '............... 4 Protect existing trees in this area.. RelocatJ (1) existing Ex mericon elr % ---� Landscape 1 i ' ° e Ff -.. To Remain _.__..-... F Ex Ex c EX lighting Landscape P i 1 i 1 Lon dsca e Island 1 II Island Ex parking lot Existing Walk SET ROOTBALL CROWN 1 1/2" NIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. PLANTING AT PLANTING AT TURF AREAS. SHRUB AREAS. KEEP TURF CLEAR FOR A 18" RADIUS CIRCLE AROUND THE KEEP MULCH 6" - 8" TREE. MULCH WITH A 3" THICK FROM BASE OF TREE. kw LAYER OF SHREDDED BARK. MULCH WATER WELL w AREA TO 3" DEPTH. J RECESS TURF AREA 6" HIGH WATER 1" TO ALLOW FOR MULCH. WELL AT SHRUB o AREAS. In m FINISHED GRADE AT LAWN. �.I--�--: AT a -FINISH - GRADE - . - SHRUBSLO GO1- a ao ROOTBALL --- III::::::-: 8 Istiv10 c PLANT TABLETS AS Z aNa In _ --'---- NOTED OR SPEICIFIED. 2 BACKFILL MIX, SEE 2X ROOTBALL n NOTES AND SPECIFICATIONS. 32" AT 15 GALLON NATIVE SOIL MIX _ 48" AT 24" BOX FIRMLY COMPACTED. 72" AT 36" BOX PLANT PIT DETAIL 7" AT 3" BOX TREE SINGLE STAKE PLANTING STAKING DETAIL � l 80 , 8" ca 5'0"41 - .L7 17) New Addition �- (1�5 0 (2 � (3)PN 11 �ut r(5)rK )2F 6) RAMP 11 :L(3) -J ,STAIR "-------- .. I S(3) ;RM(6),I , CL(1)1 EX curb and Qytter -�/ Au�" L TREE AS SPECIFIED "CINCH -TIE", "GRO-STRAIT", OR EQUAL FLEXIBLE RUBBER TREE TIES IN FIGURE EIGHT FASHION. ATTACH TO STAKE WITH TWO GALVANIZED ROOFING NAILS. 2" DIAMETER LODGEPOLE PINE TREATED TREE STAKE. SET PERPENDICULAR TO PREVAILING WIND. i REMOVE NURSERY STAKE BY THE END OF MAINTENANCE. &S=�R Concrete Paving ♦ ♦ ♦ }♦ ♦ ♦ -'t_,,� � • � • • • Reseed all disturbed areas. t• ♦j ♦�♦ Y• ♦ j ♦ Y} ♦ ` ( ♦ `'` P-101 ♦♦ "i ♦ NEW ROCK MULCH j • ♦ TO MATCH EXISTING • •`♦ • Ex Grass to Remain 1 Y ♦ ♦ K • Reseed all disturbed areas. ♦♦ ♦ •J ♦ • • ♦ • • . -p Proposed storm ♦ ♦ ♦ drainage, see civil , I. • cTi • 1- (5)CK • .•♦♦` 0) } r ♦ E♦ ♦ ♦ ♦• # P-101 EX drainage easement i# { Exsiting Trees 0 (12)RM to Remain. KEEP MULCH FREE FROM A 6" RADIUS AT THE PLANT TRUNK. 4" HIGH WATER WELL FINISHED GRADE.-7 N Z ROOT -___ - -- + of BALL BACKFILL PLANTING AS PER PLANTING DETAIL. AVOID DAMAGE TO THE ROOT z BALL WITH THE SUPPORT STAKES. ca ROOTBALL 2 X ROOTBALL 12" AT 1 GALLON PLANT OFFSET FROM BUILDING to - 1 "-w „a SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH AT WATER WELL. '0" WALL TO SHRUB L MIN 2% SLOPE BACKFILL WITH NATIVE SOIL WITHOUT ANY SOIL AMENDMENT. NATIVE SOIL MIX FIRMLY COMPACTED. PLANT SCHEDULE WORK TREES CODE BOTANICAL NAME CONT CAL CITY ULMUS AMERICANA B&B 2"CAL 1 OUA • RELOCATED TREES 0 UE ULMUS AMERICANA ACCOLADE B & B 1 SHRUBS CODE BOTANICAL NAME COMMON NAME CONT CITY 0 AS AMELANCHIER ALNIFOLIA •REGENT• SERVICEBERRY 5 GAL 1 CK CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' FEATHER REED GRASS 1 GAL 10 CL CYTISUS X'LENA• BROOM 5 GAL 7 C) © FP FALLUGIA PARADOXA APACHE PLUME 5 GAL 2 0 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL 6 PIN PHYSOCARPUS OPULIFOLIUS PURPLE DWARF NINEBARK 5 GAL 5 0 RA RIBES AUREUM GOLDEN CURRANT 5 GAL 7 Q SCHIZACHYRIUM SCOPARIUM 'BLAZE' LITTLE BLUESTEM GRASS 1 GAL 18 OSL PERENNIALS CODE BOTANICAL NAME COMMON NAME CONT CITY ------------------------- RM RATIBIDA COLUMNIFERA'MEXICAN HAT' PRAIRIE CONEFLOWER 1 GAL@ 20" OC 48 Ix RF RUDBECKIA FULGIDA'GOLDSTURM• GOLDSTURM BLACK-EYED SUSAN 1 GAL@ 24" OC 30 GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT CITY MB MULCH BREEZE DECOMPOSED GRANITE DECOMPOSED GRANITE BREEZE MULCH 1,343 SF MM MULCH WOOD SHREDDED REDWOOD SHREDDED REDWOOD MULCH MULCH 1,270 SF OR SIMILAR TO EXISTING TM TURF SEED DRYLAND DRYLAND SEED MIX SEED 6,113 SF ° PAWNEE BUTTES LOAMY DETENTION POND DRYLAND, MATCH EXISTING Plant Notes: / General plan notes 1. Contractor is responsible for reading all documents associated with installation of landscape materials. 2. Contractor is responsible for maintaining accurate and up to date field record drawings documenting any / deviations from plan. Final as•buifis drawings shall be provided to TNC. / 3. Drawings are diagrammatic. Minor modifications are permitted as needed. Inform TNC landscape architect of any changes that would alter design intent. 4. Plant schedule quantities are for reference only. In the event of conflict with the quantities included in the plant list, species and quantities illustrated shall prevail. 5. Contractor is responsible for verification of all field conditions prior to commencement of work. 6. Overall quantity and design concept to be consistent with approved plans. 7. All changesto be verified b TNC Landscape Architect prior to changes. Unapproved changes that result in y Pe Prp 9� PP � / mortality by way of cultivar, species, etc. are at the contractor's risk. 8. All plants to be triangularly spaced as demonstrated on planting plan. 9. Edging to be 14 gauge metal roll top edging or equivalent. Top of edging to be W above finished grade. 10. Contractor shall ensure that the landscape plan is coordinated with the plans done by other consultants so the proposed grading, storm drainage or other construction does not conflict, nor preclude installation and maintenance of landscape elements on this plan. Plant material 11. All plant materials shall be in accordance with MN specifications for number one grade. 12. All plants to be healthy and free from disease, pests, etc. Root balls to be free of weeds. If necessary, spray plants as needed to control pest and disease problems. 13. All trees to be balled and buriapped or root control bagged. /Irrigation notes 14. All shrubs beds to be irrigated with automatic drip irrigation system. The irrigation system is to be adjusted to /meet the needs of individual plant material. 15. Irrigation system to be adjusted as needed for plant establishment for a period of at least one (1) year. Adjustments to be made after establishment based on speck plant requirements. 16. Design of irrigation systems to meet or exceed local requirements and industry standards. Construction documents suitable for development coordination to be provided. 17. Irrigation system 10 be designed using appropriate components for plant material. Mulches 18. All shrub beds to receive rock mulch to match existing, to an average depth of 3" on landscape fabric. NO FABRIC IS TO BE PLACED UNDER WOOD/ORGANIC MULCH AREAS. Shredded mulch is to be of fibrous material, not chips or chunks, and watered in after installation. 19. All trees to have minimum mulch ring of four (4) feet placed around the base of the tree in all sod, seed, and rock areas. Shrubs and perennials in rock areas to receive wood mulch rings around the base of the plant, to the dripline or 10" diameter, whichever is greater. utility notes 20. Contractor is responsible for locating all utilities prior to planting. "' CALL 811 BEFORE YOU DIG! 21. Keep all trees 10' dear from water and sanitary sewer mains and 4' dear from gas lines. Keep shrubs 4• dear from water and sanitary sewer lines and 5' from building foundation. Soil amendments 22. Prior to spreading amendments all planting areas to be tilled to a minimum depth of eight (8) inches. 23. Prior to installation of plant materials, all areas shall be thoroughly loosened and organic amendments such as compost, peat, or manure shall be thoroughly incorporated. Soil preparation consisting of amendments to be incorporated and tilled to a depth of 8" for entire site. Amend at the following rates: a. 1.5 CY compost or composted manure per 10D0 SF for native/dryland seed areas. b. 4 CY compost or composted manure per 10DO SF for planting bed and manicured lawn areas. "Compost to be free of lumps and other foreign matter and compositions harmful to plant life. Must be aged at least 18 months and heated to 145 degrees for a minimum of 3 weeks." 24. To the maximum extent feasible, topsoil that is removed during construction shall be conserved for later use in requiring re etation and landscaping. T soil is to be kept on site and mounded no higher than 4 feet areas req ng 1'e9W P g for less than 1 year. Cover with seed mac or acceptable alternative to prevent erosion and weeds. 25. Apply pretpost granular emergent herbicide to all planting areas prior to planting for weed control. Erosion control and grading 26. All areas disturbed by construction to be seeded with a native/dryland seed mix as specified on plans. 27. Erosion control blanket is to be applied to all seeded slopes exceeding 25%. 28. Final grade along walkways and other hard surfaces to be 1" below finished grade of hard surface. 29. Refer to civil and other plans for any information not included herein regarding grading, drainage, etc. Existing has; 30. No grading to occur within the critical root zone of the trees. All grading around existing trees to remain shall be approved by TNC landscape architect. 31. Existing trees marked for protection and preservation shall not be removed. 32. Heavy equipment should not be allowed to compact over the soil over the root zone of existing trees. 33. Avoid cutting surface roots wherever possible. Sidewalks and paving levels should be contoured sufficiently to avoid such. 34. Root arts from excavation should be done rapidly. Smooth flush cuts should be made. Backfill before the roots have a chance to dry out and water the tree immediately. 35. Prior to construction, all protected trees shall have orange protection barrier fencing erected, which as a minimum are supported by 1" x V or similar sturdy stock, for shielding of protected trees, no closer than six (6) feet from the trunk or one half (U2) of the drip line, which ever is greater. Within this protection zone there shall be no movement of equipment or storage of equipment, materials, debris, fill or ad unless approved by the City Forester. PAVING PLACED SYMBOL DESCRIPTION QTY ROLL TOP METAL EDGING. 328 LF CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR NN303-232-1991 0 20 40 60 feet IDEWO CALL 2 BUSINESS DAYS IN ADVANCE NORTH BEFORE RTHE MARKIINGGOFDUNDERGROUND E SCALE: t" = 20' � _ MEMBER UTILITIES. 61 O C Cz CL X C: (� � N W Q C) ^' 00 C p J U_0 O U C C •A^11 (z W 0 U L. m 4-4 E E w E 0) �:3 0) ^1 MW W ^^11 MW W i W W Q Z Z o alro5M11 ISSUED FOR SD. -N- ISSUED FOR DD 44. ISSUED FOR PERMIT 4-1- ISSUED FOR CONSTRUCTION W20IM11 REVISION - 05/25=11 2481 L2.01 32934s.1e-0e \� .5 b.5 ( G ) G.5 ( D ) DE F / �/ q D - q 8_5. '_8• — 11'_O" GJ 51_6" 5'_q° 11'_3" GJ 11'-3" GJ 11'_3" GJ 11'_3" 11_5. GJ CJ 11'_3" 11'_3" GJ GJ 11'-3" 11'_3" GJ GJ " " 4• 11'_31T_3_8" 61_1•—11'_3" — 81_6" GJ GJ GJ GJ I I I 1 OO - B1 Ell- Bi 61 61 - 51 51 B1 Bt A {j{ yr I`4 ]JjI Li II II 12 E8 ----- II FINISHGRADE II II NMI �T E8 12 --�J� II II II II II II 1 EAST -ELEVATION T.O. PARAPI E6 SECOND LEV EL. = 112'-0" FIRST FLOC EL. = 100'-O' FINISH 6R/ EL. - 96' CANNING LINE ADDI ON EXI5TIN6 BUILDI \ ' / \ R1.5 n n(p 5.5 ko 4.5 WE T.O SHED ROOF EL. = 135-0" T.O. PARAPET EL = ,21'-O" EL=120'- SECOND LEVEL EL. = 112'-0" FIRST FLOOR jl EL = 100'-0" 1'41" '.T 8'-6'L. 12'-6'-6L." 4'-4" 10'-2"-4" 5'4'" 12'-6" 6" 5'-O" '-b" I I I I I I I I E, I E8I ,a -L I — - — El— I 0 I —El - 15 Y I I r I - - I I/ I I 000 ' 000 I I 000 000 I o00 )JR I oa oa ooa oo 00 00 I - -- — E9 E9 -- E9 E9 r I 62'-0•IADbITI6N I I I I I FINI�HI ORA 12 E KEYNOTE5 ELEVATIONS Ei PREFINI5HED METAL PARAPET GAP FLASHING -SATIN GALVALUME FINISH E2 1/6" CORRUGATED METAL ROOF - SATIN GALVALUME FINISH OVER ICE AND WATER5HIELD OVER SALVAGED 10 1/4" SIPS PANEL FROM EXISTING WALL OPENINGS E3 STAINED CEDAR 5HIPLAP 5IDIN6 E4 3/4" STUCCO SYSTEM ES PREFINI5HED ALUMINUM SUNSHADE TO MATCH EXISTING E6 SALVAGED SUNSHADE REMOVED FROM EAST WALL OF EXI5TIN6 BUILDING E1 STUCCO CONTROL JOINT E8 10" INSULATED PRECAST CONCRETE PANEL. - FINISH INTERIOR TO 10'-0" A.F.F. SEAL EXTERIOR SURFACE OF WALL Eq OVERHEAD DOCK HIGH DOOR WITH DOCK LEVELER AND BUMPERS TO MATCH EXISTING CONFIGERATION ®1 CONCRETE STAIR WITH METAL HANDRAIL ii 2 X ROUGH 5AWN CEDAR TRIM BOARDS ®i LAMBS TONGUE - OVERFLOW ROOF DRAIN 13 SNOW GUARD - 3" X 3" BENT PL L GALVANIZED 14 BUILDING EXPANSION JOINT 15 EXTERIOR LIGHT t �I \ n FINISH GRADE 3 PARTIAL WE5T-ELEVATION EXISTING BUILDING CANNING LINE ADDITION _ T.O. SHED ROOF EL. EVEAL REVEAL REVEAL REVEAL 14 E1 E1 ES E4 E5 I 13 11 T.O. PARAPET O Ogg U L L C a Q %,. fu O Q `0 Q) E OL J U o 0 0) p) U U � J Co 0 E E U_ :3 . fo o 0) — =• .O � W U Q� m 7 x7 W i..� � I v' �0 O� Q W W XJ LU W EL = 121-0 _z U I I Issued For SD: Issued For DD: E3 Issued Issued For Permit: For Construction: 06/2 '- _-- ---- _ _ WIN E5 5IM B 0. WIN Revision Number Revision Da ®B EL - 115' 6" . WIN . 15 15 E2 SECOND LEVEL _ 13 EL 112 O B . ... ._ �, Q AINEL - - - , _ / Ee Date 6/20/2011 2:38:< FIRST FLOOR Plot EL = 100'-0" L 2481 _ EINISHyRADE _ E8 0 52'-0" ADDITION II II A2- 11 SOUTH -ELEVATION u ,� A �} A t R 9 L 9 A2-11 5/52' = 1'-0"