Civil Engineering Consultants, Inc. Grand … · PARKINGNO COLLECTIONTRASH. CEC. Civil Engineering...
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CEC Civil Engineering Consultants, Inc. 2400 86th Street . Unit 12 . Des Moines, Iowa 50322 515.276.4884 . Fax: 515.276.7084 . [email protected]Q:\E-FILES\E-8000\E8143\_C3D Drawings\Construction Documents\Site Plan\E8143 SITE PLAN.dwg, 4/15/2019 12:20:07 PM, kzarley, 1:1
Civil Engineering Consultants, Inc. Grand … · PARKINGNO COLLECTIONTRASH. CEC. Civil Engineering Consultants, Inc. 2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884
EXISTING LOT LINE SANITARY/STORM MANHOLE WATER VALVE FIRE HYDRANT STORM SEWER SINGLE INTAKE STORM SEWER DOUBLE INTAKE STORM SEWER ROUND INTAKE FLARED END SECTION DECIDUOUS TREE CONIFEROUS TREE SHRUB POWER POLE STREET LIGHT GUY ANCHOR ELECTRIC TRANSFORMER GAS METER TELEPHONE RISER SIGN UNDERGROUND TELEVISION UNDERGROUND ELECTRIC UNDERGROUND GAS UNDERGROUND FIBER OPTIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC SANITARY SEWER WITH SIZE STORM SEWER WITH SIZE WATER MAIN WITH SIZE EXISTING CONTOUR TREELINE BUILDING SETBACK LINE PUBLIC UTILITY EASEMENT MINIMUM OPENING ELEVATION
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GENERAL LEGEND
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PROPOSED
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PLAT BOUNDARY
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SECTION LINE
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LOT LINE
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CENTERLINE
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EASEMENT LINE
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FLARED END SECTION
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DRAIN BASIN OR SEDIMENT RISER
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DRAIN BASIN WITH SOLID GRATE
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WATER VALVE
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FIRE HYDRANT ASSEMBLY
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BLOW-OFF HYDRANT
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SCOUR STOP MAT
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STORM SEWER WITH SIZE
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WATER MAIN WITH SIZE
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WATER SERVICE
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PROPOSED CONTOUR
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SILT FENCE
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TURF REINFORCEMENT MAT
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ADDRESS
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RIPRAP
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PAGES OR SHEETS COVERED BY THIS SEAL:
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DEVICK
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SHANE J.
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16507
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I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.
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SHANE J. DEVICK, IOWA LIC. NO. 16507 DATE MY LICENSE RENEWAL DATE IS DECEMBER 31, 2020
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Sheets 1 -3
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SITE PLAN
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FROM THE PLANNING DIRECTOR OR NEW AMENDED DATED
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MUNICIPAL CODE. AS AMENDED.
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APPROVED
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NO CHANGES TO THIS PLAN UNLESS APPROVED IN WRITING
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IN ACCORDANCE WITH (SECTION 82-207(C.) 2000 DES MOINES
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DATE
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PLANNING DIRECTOR
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APPROVED WITH CONDITIONS
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PLAN.
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S I T E P L A N A R G O N N E B U I L D I N G - 1 7 2 3 G R A N D A V E N U E , D E S M O I N E S , I O W A 5 0 3 0 9 J A R C O R L. L. C.
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LEGAL DESCRIPTION LOT 1 LOWELL CHAMBERLAINS ADDITION, AN OFFICIAL PLAT RECORDED IN BOOK G, PAGE 102, AT THE POLK COUNTY RECORDER'S OFFICE IN THE CITY OF DES MOINES, POLK COUNTY, IOWA.
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APPROXIMATE CONSTRUCTION SCHEDULE
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DEMOLITION JUNE 2019 JUNE 2019 CONSTRUCTION JULY 2019 JULY 2019 PROJECT COMPLETE DECEMBER 2019DECEMBER 2019
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PROPERTY OWNER CONTACT: JARCOR L.L.C. 950 OFFICE PARK ROAD WEST DES MOINES, IA 50265
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PARKING REQUIREMENTS NONE
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BENCHMARK CITY OF DES MOINES BM #1252 TRIANGLE CUT IN NORTH END WINGWALL WEST SIDE OF STEPS TO WEST DOORS OF CENTRAL CAMPUS- SW CORNER GRAND AVE AND 19th STREET. CITY OF DES MOINES DATUM = 64.639 CITY OF DES MOINES BM #1253 CUT TRIANGLE IN CONCRETE LIGHT POLE BASE NE CORNER INGERSOLL AVE AND 19th STREET. CITY OF DES MOINES DATUM = 56.032
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SITE
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ZONING: EXISTING & PROPOSED: C-3 GENERAL BUSINESS DISTRICT SUPPORT COMMERCIAL.
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GENERAL NOTE: 1. ALL SITEWORK, GRADING, UTILITIES, AND LANDSCAPING ALL SITEWORK, GRADING, UTILITIES, AND LANDSCAPING SHALL CONFORM TO LATEST VERSION OF SUDAS AND CITY OF DES MOINES GENERAL SUPPLEMENTAL SPECIFICATIONS TO SUDAS. 2. ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A RIGHT-OF-WAY PERMIT.
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GENERAL NOTE: 1. SITE SHALL BE MAINTAINED IN COMPLIANCE WITH ALL CITY CODE SITE SHALL BE MAINTAINED IN COMPLIANCE WITH ALL CITY CODE APPLICABLE ON DATE OF SITE PLAN APPROVAL. 2. ANY NEW ROOFTOP MECHANICAL EQUIPMENT MUST BE SCREENED ANY NEW ROOFTOP MECHANICAL EQUIPMENT MUST BE SCREENED FROM STREET LEVEL VIEW. 3. TRANSFORMERS, JUNCTION BOXES, AIR CONDITIONERS OVER 3 FEET IN TRANSFORMERS, JUNCTION BOXES, AIR CONDITIONERS OVER 3 FEET IN HEIGHT, OR OTHER SUCH ITEMS MAY NOT BE LOCATED IN REQUIRED SETBACK AREAS. 4. ANY AMENDMENTS OR CHANGES TO PROJECT SITE THAT DO NOT MEET ANY AMENDMENTS OR CHANGES TO PROJECT SITE THAT DO NOT MEET WHAT IS SHOWN ON SITE PLAN, NEED TO BE APPROVED WITH PERMIT AND DEVELOPMENT CENTER PRIOR TO INSTALLATION / CONSTRUCTION. 5. LIGHTING MUST BE LOW GLARE CUT-OFF TYPE FIXTURES TO REDUCE LIGHTING MUST BE LOW GLARE CUT-OFF TYPE FIXTURES TO REDUCE GLARE OR LIGHT POLLUTION ON SURROUNDING PROPERTIES. 6. REQUIRED LANDSCAPING, SHALL BE MAINTAINED FOR LIFE OF REQUIRED LANDSCAPING, SHALL BE MAINTAINED FOR LIFE OF CERTIFICATE OF OCCUPANCY. 7. BEFORE CONSTRUCTION BEGINS, COORDINATE PARKING METER WORK. BEFORE CONSTRUCTION BEGINS, COORDINATE PARKING METER WORK. CONTACT CITY TRAFFIC AND TRANSPORTATION (515)283.4973. 8. ANY GROUND-MOUNTED OR WALL-MOUNTED UTILITIES AND METERS ANY GROUND-MOUNTED OR WALL-MOUNTED UTILITIES AND METERS SHALL BE SCREENED AND NOT VISIBLE FROM ANY PUBLIC STREET. ANY WALL-MOUNTED UTILITIES SHALL BE SCREENED ON ALL SIDES AND FINISHED TO MATCH BUILDING. 9. ALL UTILITIES SHALL BE UNDERGROUND UNLESS OTHERWISE ALLOWED ALL UTILITIES SHALL BE UNDERGROUND UNLESS OTHERWISE ALLOWED PER SITE PLAN. 10. EXISTING TRAFFIC SIGNS ADJACENT TO SITE MAY BE IMPACTED BY EXISTING TRAFFIC SIGNS ADJACENT TO SITE MAY BE IMPACTED BY CONSTRUCTION. DO NOT REMOVE SIGNS. CONTACT CITY TRAFFIC AND TRANSPORTATION (283.4973) BEFORE CONSTRUCTION BEGINS AND COORDINATE WORK NECESSARY. 11. PROPERTY OWNER IS RESPONSIBLE FOR COORDINATING ANY STREET PROPERTY OWNER IS RESPONSIBLE FOR COORDINATING ANY STREET LIGHTING REMOVAL / REPLACEMENT NECESSARY WITH MIDAMERICAN ENERGY. BLACK STREETLIGHT POLES WITH L.E.D. FIXTURES ARE REQUIRED IN DOWNTOWN AND DEFINED STREETSCAPE AREAS. PROPERTY OWNER IS RESPONSIBLE FOR COST OF UPGRADED POLES AND FIXTURES.
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BUILDING SUMMARY EXISTING: 20,988 S.F. RESIDENTIAL 14,732 S.F. RETAIL 3,867 S.F. BASEMENT 39,587 S.F. TOTAL PROPOSED: RESIDENTIAL BUILDING HEIGHT: 48' PARKING IN BASEMENT.
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TOTAL LAND AREA 17,756 S.F. / 0.407 ACRES
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IMPERVIOUS AREA SITE IS 100% IMPERVIOUS
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DISTURBED AREA 2730 S.F. WITHIN CITY R.O.W.
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DISTURBED AREA 2730 S.F. WITHIN CITY R.O.W.
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GRAND AVENUE
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18th STREET
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16"
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W
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20"
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NORTH
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0' 2' 4' 6' 8' 10' 20'
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SCALE: 1"=10'
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OF
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SHEET
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REVISIONS
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DESIGNED BY:
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DRAWN BY:
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DATE:
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COMMENTS
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DATE OF SURVEY:
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ARGONNE BUILDING REMODEL
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1723 GRAND AVE., DES MOINES, IOWA
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DEMOLITION PLAN
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PLOT: Q:\E-FILES\E-8000\E8143\_C3D Drawings\Construction Documents\Site Plan\E8143 SITE PLAN.dwg, 4/15/2019 12:20:10 PM, KENT ZARLEY, AUTOCAD PDF (GENERAL DOCUMENTATION).PC3, ANSI FULL BLEED D (34.00 X 22.00 INCHES), SCALE: 1:1
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DEMOLITION NOTES:
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1 BEFORE DEMOLITION WORK BEGINS, COORDINATE PARKING METER BEFORE DEMOLITION WORK BEGINS, COORDINATE PARKING METER REMOVAL/SALVAGE WITH CITY TRAFFIC AND TRANSPORTATION (515)283.4973. 2 BEFORE DEMOLITION WORK BEGINS, COORDINATE STREET SIGN REMOVAL/SALVAGE BEFORE DEMOLITION WORK BEGINS, COORDINATE STREET SIGN REMOVAL/SALVAGE WITH CITY TRAFFIC AND TRANSPORTATION (515)283.4973. 3 REMOVE PROTECTIVE BOLLARDS. REMOVE PROTECTIVE BOLLARDS. 4 REMOVE STOOP. REMOVE STOOP. 5 PROTECT STOOP AT ARCH-TOPPED DOOR.. PROTECT STOOP AT ARCH-TOPPED DOOR.. 6 REMOVE EXISTING STREET LIGHT. SEE COVER DRAWING, NOTE 11.. REMOVE EXISTING STREET LIGHT. SEE COVER DRAWING, NOTE 11.. 7 ROUTE NEW POWER SUPPLY FOR NEW STREET LIGHTS UNDERGROUND. ROUTE NEW POWER SUPPLY FOR NEW STREET LIGHTS UNDERGROUND. 8 PROTECT EXISTING FIRE HYDRANT ASSEMBLY. ADJUST ELEVATION AS REQUIRED FOR PROTECT EXISTING FIRE HYDRANT ASSEMBLY. ADJUST ELEVATION AS REQUIRED FOR NEW SIDEWALK. 9 PROTECT EXISTING TRAFFIC CONTROL SIGNAL AND MANHOLE. ADJUST ELEVATIONS PROTECT EXISTING TRAFFIC CONTROL SIGNAL AND MANHOLE. ADJUST ELEVATIONS AS REQUIRED FOR NEW SIDEWALK. 10 PROTECT EXISTING PAVEMENT TO REMAIN IN R.O.W. PROTECT EXISTING PAVEMENT TO REMAIN IN R.O.W. 11 PROTECT EXISTING UTILITY STRUCTURE. PROTECT EXISTING UTILITY STRUCTURE. 12 REMOVE EXISTING SIDEWALK AND ALLEY TO EXTENTS SHOWN, INCLUDING CURB. REMOVE EXISTING SIDEWALK AND ALLEY TO EXTENTS SHOWN, INCLUDING CURB. 13 PROTECT EXISTING PARKING METER. PROTECT EXISTING PARKING METER. 14 REMOVE PAVING AS REQUIRED FOR NEW 6" WATER SERVICE.REMOVE PAVING AS REQUIRED FOR NEW 6" WATER SERVICE.
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REMOVE AND REPLACE PAVEMENT FOR ADDITION OF NEW WATER SERVICE.
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MAPPED LOCATION
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GRAND AVENUE
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18th STREET
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16"
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20"
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PROPOSED BIKE RACK.
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4' FROST FOOTING FOR NEW SLEF-SUPPORTYED SLAB AT EACH OPERABLE DOOR LOCATION. SEE STRUCTURAL DRAWINGS FOR DETAILS AND PRECISE DIMENSIONS OF SAME.
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NEW SELF-SUPPORTED SLAB TYPICAL.
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4-CA
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4-CA
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4-CA
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11-DG
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1-GT
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5-CK
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11-DG
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11-DG
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1-GT
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1-GT
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NORTH
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0' 2' 4' 6' 8' 10' 20'
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SCALE: 1"=10'
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OF
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REVISIONS
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DESIGNED BY:
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DRAWN BY:
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DATE:
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COMMENTS
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DATE OF SURVEY:
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ARGONNE BUILDING REMODEL
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1723 GRAND AVE., DES MOINES, IOWA
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DIMENSION PLAN
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PLOT: Q:\E-FILES\E-8000\E8143\_C3D Drawings\Construction Documents\Site Plan\E8143 SITE PLAN.dwg, 4/15/2019 12:20:15 PM, KENT ZARLEY, AUTOCAD PDF (GENERAL DOCUMENTATION).PC3, ANSI FULL BLEED D (34.00 X 22.00 INCHES), SCALE: 1:1
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BIKE RACK DETAIL
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BIKE RACKS PLACED IN CITY RIGHTS-OF-WAY: 1) MINIMUM 30-INCHES TALL (32-36-INCHES MINIMUM 30-INCHES TALL (32-36-INCHES PREFERRED) AND 18-INCHES WIDE BETWEEN TWO POINTS OF CONTACT WITH SUBSTRATE. 2) ADHERE TO ADA STANDARDS FOR PROTRUSIONS IN ADHERE TO ADA STANDARDS FOR PROTRUSIONS IN RIGHT-OF-WAY, INCLUDING ABILITY TO TO DETECT RACK WITH WHITE CANE. TO BE DETECTED BY WHITE CANE, PROTRUDING OR LEADING EDGE OF RACK SHALL BE 27-INCHES OR LESS ABOVE SIDEWALK SURFACE. BETWEEN 27-INCHES AND 80-INCHES ABOVE SIDEWALK SURFACE, PROTRUDING OR LEADING MAY OVERHANG A MAXIMUM OF 12-INCHES. THIS APPLIES TO RELATIVELY TALL RACKS WITH HORIZONTAL PROTRUSIONS. 3) DOES NOT HAVE GAPS WHERE BOTH WIDTH AND DOES NOT HAVE GAPS WHERE BOTH WIDTH AND LENGTH ARE BETWEEN 3.5 AND 9-INCHES IN WIDTH (TO PREVENT CHILDREN FROM TRAPPING THEIR HEADS). 4) IS FABRICATED OF SCHEDULE 40 STEEL PIPE OR IS FABRICATED OF SCHEDULE 40 STEEL PIPE OR MINIMUM 11-GAUGE TUBING WITH MAXIMUM 3-INCH OUTSIDE DIAMETER AND MINIMUM 1/4-INCH THICKNESS. 5) EXTERIOR SURFACE OF RACK SHALL BE EXTERIOR SURFACE OF RACK SHALL BE NON-ABRASIVE, NON-MARRING, AND DURABLE. GALVANIZED OR STAINLESS STEEL FINISH PREFERRED DUE TO DURABILITY. 6) INSTALL BIKE RACK 36" CLEAR FROM FACE OF INSTALL BIKE RACK 36" CLEAR FROM FACE OF CURB.
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CERTIFICATION
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NOTES 1. CONTACT THE MUNICIPAL FORESTRY DIVISION PRIOR TO PLANTING IN PUBLIC CONTACT THE MUNICIPAL FORESTRY DIVISION PRIOR TO PLANTING IN PUBLIC R.O.W. AT 283-4950. 2. ALL WIRE, TWINE AND BURLAP SHALL BE REMOVED FROM ROOTBALL OF ALL WIRE, TWINE AND BURLAP SHALL BE REMOVED FROM ROOTBALL OF STREET TREES PRIOR TO PLANTING. 3. NO STAKING OF TREES IS ALLOWED. NO STAKING OF TREES IS ALLOWED. 4. MULCH WITH 3" SHREDDED HARDWOOD MULCH - NATURAL COLOR.MULCH WITH 3" SHREDDED HARDWOOD MULCH - NATURAL COLOR.
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ZARLEY
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KENT R.
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KENT R. ZARLEY, IOWA REG. NO. 257
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BY:____________________DATE:_________
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MY LICENSE RENEWAL DATE IS: JUNE 30, 2019
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I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA.
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PAGES OR SHEETS COVERED BY THIS SEAL:
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LANDSCAPING ONLY
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QUANT.
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PLANT SCHEDULE
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MK
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COMMON NAME / Botanical name
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CONDITION
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SIZE
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REMARKS
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CA
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CRANBERRY COTONEASTER
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Cotoneaster apiculatus
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CONT.
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26" OC, MULCH BED
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3 GAL.
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SKYLINE HONEYLOCUST
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Gleditsia triacanthos f. inermis 'Skycole'
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DG
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CHEDDAR PINK
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Dianthus 'Bath's Pink'
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1 GAL.
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2" CAL.
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B&B
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CONT.
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11" OC, MULCH BED
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MATCHED, SPECIMEN
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CK
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KARL FOERSTER GRASS
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Calamagrostis acutiflora 'Karl Foerster'
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CONT.
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24" OC, MULCH BED
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3 GAL.
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PLANTER DETAIL
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SCALE: 1"=5'-0"
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MAPPED LOCATION
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MAPPED LOCATION
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NEW 6" WATER SERVICE WITH TAPPING SLEEVE AND VALVE. SEE PLUMBING DRAWINGS.
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NEW 6" WATER SERVICE WITH TAPPING SLEEVE AND VALVE. SEE PLUMBING DRAWINGS.
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Q:\E
-FIL
ES\E
-800
0\E8
143\
_C3D
Dra
win
gs\C
onst
ruct
ion
Doc
umen
ts\S
ite P
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/15/
2019
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, kza
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1:1
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OF
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SHEET
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REVISIONS
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1
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6
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DESIGNED BY:
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DRAWN BY:
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DATE:
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COMMENTS
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DATE OF SURVEY:
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ARGONNE BUILDING REMODEL
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1723 GRAND AVE, DES MOINES, IOWA
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LINE OF SIGHT DIAGRAM
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E-8143
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4
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4
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SJD
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KRZ
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APRIL 15, 2019
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DOS
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.
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.
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...
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PLOT: Q:\E-FILES\E-8000\E8143\_C3D Drawings\Construction Documents\Site Plan\E8143 SITE PLAN.dwg, 4/15/2019 12:20:17 PM, KENT ZARLEY, AUTOCAD PDF (GENERAL DOCUMENTATION).PC3, ANSI FULL BLEED D (34.00 X 22.00 INCHES), SCALE: 1:1
