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Home My WebLink AboutBANKCENTER SQUARE LOT 1 - Filed MA-MINOR AMENDMENT - 2010-03-11 (2)NITY MAP GENERAL NOTES WNE TIFICATE 1 SITE SURVEY LEG Q POST OT TELEPHONE PEDESTAL Q CLEANOUT 'Cf FIRE HYDRANT IRRIGATION TIMER U4�3 ELECTRIC BOX 0 GAS METER Q SANITARY MANHOLE ® ELECTRIC VAULT ® GAS METER HANDICAP PARKING OO FOUND CORNER AS DESCRIBED (E INLET GRATE O STORM MANHOLE SET 44 REBAR LS 14823 0 DECIDUOUS TREE CONIFEROUS TREE v.� l I WATER VALVE EASEMENT LINE G GAS LINE -E ELECTRIC LINE FLOWLINE - EDGE OF ASPHALT X FENCE LINE u Prospect Road c a6 (n t Balsam L io o c Juniper Ln Boy Or o In o 10 -- arke Birky PI 3 Sheely Or U) E o Alpert 226ura Dr or Edge interberry J risen Dr c Sprin a k Or �v Ar Rd ad r 3d et r D�O Dart Rutgers Av Qa S I 0 > c 0 N'� 0Q0 `o a 4 c 1in9tOn a) Y 0 Wa � Pie 0 v 3 Cr Den, tre m r o 0 0 a Princ Prin etdon a Ba Drake Road n R3 ~ Dr El i cker 0 Winche s ter Da Ln. LEGAL LOT 1, BANKCENTER SQUARE FIRST FILING, LOCATED IN THE NE 1/4 OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMEH, STATE OF COLORADO. \ SPRING COURT SUBDIVISION -------- -- I , -_ARTHUR DRIVE S 84° i " E 3313 E FOUND #4 REBAR I11 (NO CAP) 15' UTILITY EASEMENT III 243.9g9, FOUND REBAR (BENT-- NO CAP) �' OTCONCRETE WALL RIP I /__�WPIPE /^. v��"��".BARRICADE;' GUARDRAIL SIGNS\ -FENCE 4" GAS PIPE TREES - , \ 0.T CONCRETE WALL co' I II O GUARDRAIL ENCE - - -- _ --- - .-1 i I II I i ` N \ �I ASPHALT LOT 1 ,, ASPHALT MIII ,ZII PARKING PARKING z v Y- M � 68,067 sq tL w I 0 h 1-563 acres a LOT Wia�l a it mLLI , w �oplw 11 + Z F t01 o M 9 Ir ti'I - W of wI °�' (Ii ZowmIil IWU O0' m0ZI1l 0 to G MIzZpQIj..'.� 36.9' �W W¢ ATAZ FWto w a Z I o_ POSTS I' Q > 35' INGRESS & EGRESS I O W < ROAD RIGHT-OF-WAY 1 STORY STUCCO U W/BASEMENT N " LU O N O FOUND#4 REBAR AREA OF SITE CHANGES OJ 2 w1cAP ILLEGIBLE U Iff I - -- -_- - 1 6 108.1' '1jI IN89°21'13" p a6 34_3' FOUND NAIL 35.00' r N I of ASPHALT RR J PARKING (n II - -- - - - r - -107.7's � �f )° L C QbICBETE)A 40' EASEMENT FOR WATER PIPE 0 v �l AND SEPTIC LEACH LINE CD 2.5' PVC 0 AND INCIDENTAL PURPOSES Z oq io ASPHALT 35' INGRESS & EGRESS 1 BOOK 991 PAGE 437 ZII ROAD RIGHT-OF-WAY �Q / 6' UTILITY EASEMENT - - - I Nr9°21'13" W 200.03' - - FOUND PK NAIL I FOUND PK NAIL FOUND PK NAIL FOUND PK NAIL O.T CONCRETE WALL I 0.T WOOD WALL NONEXrLUSRIGHT-CF-WAY LOT 2 BOOK 1646 PAGE 208 I I 1rSISURVEY / EXISTING CONDITIONS 1- ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF ALL BUILDINGS WILL BE LOCATED WITHIN 150' OF AN ACCESS ROADWAY IN WHICH EMERGENCY FIRE EQUIPMENT CAN BE MANEUVERED OR THE BUILDINGS WILL BE PROVIDED WITH AN APPROVED FIRE EXTINGUISHING SYSTEM. 2. REFER TO SITE SURVEY /EXISTING CONDITIONS (THIS SHEET) FOR LOCATION OF UTILITIES AND DRAINAGE. 3. SIDEWALKS AND RAMPS WILL CONFORM TO CITY STANDARDS- 4. CONSTRUCTION IS SCHEDULED TO BEGIN AND COMPLETED SPRING 2010. 5. BUILDING -MOUNTED FIXTURES WILL FEATURE DOWN -DIRECTIONAL AND SHARP CUTOFF LUMINAIRES- 6. ALL ROOFTOP MOUNTED MECHANICAL EQUIPMENT IS TO BE FULLY SCREENED FROM PUBLIC VIEW WITH ROOFTOP PARAPET WALLS. 7. ALL SIGNAGE TO COMPLY WITH LOCAL SIGN CODE. 8. BIKE RACKS ARE TO BE PERMANENTLY ANCHORED TO CONCRETE- 9. ALL HANDICAP PARKING SPACES, AND RAMPS ARE TO BE VERIFIED WITH CIVIL ENGINEER FOR GRADING, DRAINAGE, AND ACCESSIBLE ROUTE CONSIDERATIONS. HANDICAP PARKING SPACES SHOULD SLOPE NO MORE II IAN 1.48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES SHOULD SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND NO MORE THAN 1-48 CROSS SLOPE. 10. THE CONTRACTOR SHALL BI COME FAMILAR WITH THE EXISTING SITE CONDITIONS PRIOR TO COMMENCING WORK. CONCERNS, DESCREPANCIES AND UNUSUAL FINDINGS ARE TO BE COMMUNICATED IN WRITING TO THE OWNER AND ARCHITECT- 11. MINIMIZE DISTURBANCE OUTSIDE LIMIT OF WORK 12- CONTRACTOR SHALL REPAIR ANY DAMAGE INCURRED DURING CONSTRUCTION OUTSIDE LIMIT OF WORK TO ORIGINAL CONDITION. 13. ALL CONNECTIONS TO EXIST ING WALKS, CURBS, DRIVES, AND OTHER SITE FEATURES SHALL BE CLEAN AND SMOOTH AND MATCH, ELEVATION OF ADJACENT SURFACES. 14. CONTRACTOR TO COORDINATE FINAL LOCATION OF FURNITURE IN FIELD WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 15. ALL PAVEMENT ON SITE TO BE STANDARD GREY CONCRETE UNLESS OTHERWISE SPECIFIED. I i 1 I I I NEW CONIC. WALK ■ ABBREVIATI 6" CURB P.B. �___ _ P.B. TRUNCATED DOMES k 6.33'J i---EXISTING WALK THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL PROPERTY DI SCRIBED ON THIS SITE FLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. OWNER (SIGNED) DATE THE FOREGOING INSTRUMENL WAS ACKNOWLEDGED BEFORE ME THIS DAY OF A D., 20 (PRINT NAME) AS MY COMMISSION EXPIRES: - WITNESS MY HAND AND OFFICIAL SEA[ Ra7�T:;7�1:3Q� 1 PARKING CALCULATIONS PARKING RATIO -RETAIL 4 SPACES PER_1000 SF BUILDING SQ. FT- 7,776 SF MAXIMUM PARKING REQUIRED 31 SPACES PARKING PROVIDED STANDARD SPACES 29 SPACES_ STANDARD ACCESSIBLE SPACES _ 1 SPACE VAN ACCESSIBLE SPACES _ _ 1 SPACE TOTAL PARKING SPACES 31 SPACES SHOW ROOM ., B BOULDER P.B. PLANTING BED R RAMP NEW COLOR CONCRETE PATIO FOUR KE BOLLARDS (GUST ER PARKING) ENTRANCES / 09.0� , 12!- D8.78 �RAMP 08.72� II L--� 1% SLOPE NEW J A P. B. �CONC. r- SAWCUT m L _ _ _ 42\8.34 Ct .15 / 8.1 YP.H.C.8' 5 VAN 19SLOP NEW 6' CURB 3LTf__t I 4 4 4\ mj - WE 1 Y J Q I 3 I C9 Z F- (n X W MONUMENT SIGN SAWCUT _ 0 .10 ° 12' 4'X4' TYP. P.B. EXISTING CURB TWO 6" -- - RISERS & ONE 24' +07.81 TREAD TWO 36" DIA. NEW 6" CURB CONIC. PLANTERS TWO 60" BENCHES P.B. P.B. i P.B. P.B. ENTRANCE DRIVE 1 SITE IMPROVMEN � 1' .Ai F- 2101 S. COLLEGE RETAIL FORT COLLINS, COLORADO ■ architecture ■ land planning ■ landscape architecture ■ interior design 401 West Mountain Avenue Suite 200 Fort Collins, CO 80521 fax 9701224.1662 phone 9701224.1191 www.vfrdesignfnc.com IN ASSOCIATION WITH: APPLICANT IMAGO ENTERPRISES, INC. LES KAPLAN 140 PALMER DRIVE FORT COLLINS, COLORADO PHONE: 970.226.6819 FAX: 970207.9256 CONTRACTOR DOHN CONSTRUCTION BRIAN BLAKE 2642 MIDPOINT DRIVE FORT COLLINS, CO 80525 PHONE: 970.490-1855 STRUCTURAL ENGINEER LARSEN STRUCTURAL DESIGN BLAKE LARSEN 10820 PRIMA DRIVE FORT COLLINS, COLORADO 80526 PHONE: 970,568.3355 ISSUED No. DESCRIPTION DATE 1 IMINORAMENDMENT 2/115/2010 REVISIONS MINOR AMENDMENT SEAL: PROJECT No= 2009-70 DRAWN BY- DJ REVIEWED BY: JDJ ARCHITECTURAL SITE PLAN DRAWING NUMBER: AS,01 SYSTEM NOTES_ ROOFS PREFINISHED METAL 5TANDING SEAM ROOFING SYSTEM R1 - (BERRID(5E CURVED AND TAPERED TEE PANEL) - COLOR SELECTED FROM MANUFACTURERS STANDARD RANGE BY ARCH. OVER - #30 FELT PAPER OVER - 1/2" PLYWOOD 5HEATHING SUBSTRATE OVER - STEEL TUBE FRAMING AND 8" C-STUD PERLIN5 PREFINISHED METAL 5TANDING SEAM ROOFING SYSTEM R2 - (BERRIDGE TEE PANEL) - COLOR SELECTED FROM MANUFACTURER'S STANDARD RANGE BY ARCH. OVER - #50 FELT PAPER OVER - 1/2" PLYWOOD SHEATHING SUBSTRATE OVER - STEEL TUBE FRAMING AND 6" C-STUD PERLINS EXISTING BUILT-UP GRAVELED ROOF SYSTEM. TO BE PATCHED R3 AND REPAIRED AS NEEDED. MODIFIED BITUMEN ROOFING SYSTEM OVER EXISTING INSULATION. R4 TIE INTO EXISTING BACK OF ROOF AT EDGES. REPLACE EXISTING ROOF BD. AS NECESSARY EXTERIOR WALLS Wt E.I.F.S. SYSTEM: STO "EIF5 NEXT WITH GOLD GUARD MOISTURE PROTECTION" OR 5ENERGY "CHANNELED ADHESIVE DE516N W/ 5ENERFLEX 5ECON12ARY WEATHERBARRIER -E.I.F.S. FINISH GOAT, BASE GOAT d REINFORCING MESH OVER -RIGID INSULATION BD. (THICKNESS VARIES FROM 3/4" TO 1 1/2") OVER -ADHESIVE APPLIED W/ NOTCHED TROWEL TO CREATE VERTICAL DRAINAGE CHANNELS OVER -FLUID APPLIED MOISTURE PROTECTION/SECONDARY WEATHER BARRIER (STO "GOLD GUARD" SYSTEM OR 5ENERGY "5ENERFLEX") OVER -1/2" EXT. GYPSUM SHEATHING OVER -6" COLD ROLLED METAL STUDS o 16" O.G. U.N.O. SEE 5TRUCT. FOR GUAGE s SPECIAL SPACING CONDITIONS. - PREFIN. METAL WALL PANEL SYSTEM INCL. ALL W2 MFR'5 RECOMMENDED FLASHINGS, TRIM, TERMINATIONS, ETC, (FIRESTONE UNA-GLAD PANEL 5ERIE5 1200). 2" VERTIGLE AND HORIZONTAL JOINTS TYP. COLOR: AS SELECTED BY ARCH. OVER - TYVEK COMMERCIAL WRAP MOISTURE BARRIER. TAPE ALL SEAMS AND JOINTS OVER - 1/2" 05B SHEATHING PER 5TRUCT. OVER - 6" COLD ROLLED METAL STUDS FRAMING PER STRUCT. ❑- PREFIN. METAL WALL PANEL SYSTEM INGL, ALL W3 MFRS RECOMMENDED FLA5HIN65, TRIM, TERMINATIONS, ETC, (FIRESTONE UNA-0LAD PANEL SERIES 1200). 2" VERTICLE AND HORIZONTAL JOINTS TYP. COLOR: A5 5ELECTED BY ARCH. OVER - TYVEK COMMERCIAL ARAP MOISTURE BARRIER. TAPE ALL SEAMS AND JOINTS - 6" COLD ROLLED METAL STUDS FRAMING PER 5TRUCT. OVER - EXISTING ALUM. STOREFRONT. 0 J 1- 3 GOAT, 3/4" PORTLAND CEMENT STUCCO SYSTEM W/ ACRYLIC FIN15H COAT: QI -STUCCO ELA5TOMERIC FIN15H COAT OVER Z -2 GOATS OF PORTLAND CEMENT BASE COAT OR MORE TO LEVEL SURFACE OVER -2.5 LB. GALV. MTL. LATH OVER O - EXI5TIN6 PRECAST WALL PANELS WITH GRAVEL EMBEDED ti oFINISH -STUCCO ELA5TOMERIC FINISH GOAT OVER rya) - EXI5TIN6 E.F.I.5. WALL FINISH SOFFITS E51 - PREFIN. MTL. SOFFIT PANELS (BERRIDGE FLUSH SEAM PANEL) OVER - 1/2" OSB SHEATHING OVER - STEEL FRAMING m CEILINGS > 0 Gt - EXPOSED ROOF DECK 4 STRUCTURE. Cr G2 - 5/8" GYPSUM BOARD (PAINTED) p - METAL FRAMING OR METAL SUSPENSION 5Y5TEM M N C' ai INTERIOR PARTITIONS U SEE 5HT. A10.0 FOR PARTITION TYPES d DETAILS. .r- ALL INTERIOR PARTITIONS ARE TYPE P-1H UNLESS OTHERWISE NOTED 0«" O r� to 11') 6 N M O 0 N to 04 PANT EX EXTEROF FINISH WI' ELASTON r- FIN. FLOOR 100' - 0" RELOCATE EXTERIOR GAS PIPE TO INTERIOR NEW PREFINISHED METAL CANOPY i PAINT EXISTING 4i EXTEROR STUCCO FINISH WITH l ELA5TOMERIC PAINT. I � 1 I� V9 ' I FIN. FLOOR 100, - 0" E rxca .. - SOUTH ELEVATION SCALE: 1/8" = 1'-0" � LEVEL 3 12,'-0" f LEVEL 2 116 - O FIN. FLOOR 114- 100' - 0"- NORTH ELEVATION SCALE: 1/6" = 1'-0" WEST ELEVATION SCALE: 1/8" = l'-O" BEYOND J SAND , CAULK JOINTS AND PAINT ALL PRECAST PANEL TRIM TYP. NEW ENTRY STOREFRONT CJ EXI5TING 6AS METER SAND, CAULK JOINTS AND PAINT ALL PRECAST PANEL TRIM TYP. M�M NEW STOREFRONT TO REPLACE EXISTING. LEVEL 3 LEVEL_5 iol 124' - O" All,124' - O" - LEVEL 2 F-IN. FLOOR_ r FIN. FLOOR 100' - O" 100' - O" 516NAGE SHOWN FOR REFERENCE ONLY. ACTUAL SIGNAGE DESIGN BY OTHERS NEW PREFIN15HED METAL CANOPY - - LEVEL 3 y - - -� L 124' - O" °mil- R1 Wt . _-.'�� -_ 1d - - LEVEL 2 F- I I i !r - -- --- ICI LIGHT FIXTURE - SEE ELECT. TYP. _- ---- -� I -- -- FIN. FLOOR � i 100' - 0" NEW STOREFRONT NEE N WINDOW 516NAGE SHOWN FOR REFERENCE ONLY. ACTUAL 51GNAGE DE516N BY OTHERS W1 -�- IIIII j-I ��11 "11 L- —III Jf } 'ry' I! NEW OPENING WITH NEW STOREFRONT. EAST ELE\/ATION NEW ENTRY STOREFRONT FIN. FLOOR go 100' - 01, 5GALE: VEY = 1'-0" 2101 S. COLLEGE RETAIL FORT COLLINS, CO architecture land planning landscape architecture interior design 401 West Mountain Avenue Suite 200 Fort Collins, CO 805:11 fax 970/224 1662 phone 970224 1191 wvnv.vfrdesigninc ccm In association with: Owner: Imago Enterprises Inc. 140 Palmer Drive Fort Collins- Co 80525 ph. 970 / 2266819 f 970 / 207.9256 CONTACT: Les Kaplan Contractor: Dohn Construction Inc. IXr� ,.I 2642 Midpoint Dave Unit A Fort Collins. CO. 80525 ph 970 / 490.1855 f 970 / 490.6093 CONTACT, Brian Blake Structural E LMSEN Larsen Structural Design ural D STRUCTURAL DESIGN 10820 PRIMA DRIVE FORT COLLINS, CO. 8052 ph. (970) 508-3355 f. vxx / xxx xxxx CONTACTBlake Larsen Issued No. Description Date_ 1 MINOR AMENDMENT 2.15.2010 Revisions No. Description Date SAND, CAULK JOINTS AND PAINT ALL PRECAST PANEL TRIM MINOR AMENDMENT TYP. Seal —� W4 Y44 STUCCO FINISH OVER EXI5TIN PRECAST PAN � — LEVEL 2� IIII� u j III II Project No.: 2009-70 Drawn by: LH i Reviewed by: GO I Iya p 9' FIN_. FLOOR_ 100' - O" ELEVATIONS Scale Accordingly if Reduced Drawing Number AO. 1