HomeMy WebLinkAbout2016-07-05-J08 Taco Bell_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: July 5, 2016
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Taco Bell
[40 NE Carefree Lane]
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Sundance, Inc., is requesting approval of a site plan to
develop a Taco Bell restaurant on 1.13 acres located at the intersection of
Hickman Road and NE Carefree Lane. The site plan identifies a 2,500 square
foot building for a restaurant with a drive-thru lane, trash enclosure, parking
areas, landscaping, and utilities. The site plan also identifies a connection to
the Raccoon River Valley Trail that runs along Hickman Road, bicycle
parking, and an outdoor seating area.
Access to the property will be provided via NE Carefree Lane. All utilities
were previously extended to the site in Enterprise Business Park Plat 2. Storm
water detention will be accommodated in a regional detention pond north of
NE Venture Drive.
The applicant has provided elevations for proposed building on the site which
meets the intent of the architectural guidelines within the Site Development
and Building Standards Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this request on June 28, 2016 and recommended approval subject to remaining
staff comments.
Approval of a Site Plan for Taco Bell [40 NE Carefree Lane]
Senior Planner Andy Kass introduced the proposal from the Applicant, Sundance, INC, and GF Land
Partnership, who have entered a request for a preliminary plat, final plat, and site plan approval for the
development of a Taco Bell restaurant. The Subject property is located at the corner of NE Carefree
Lane and Hickman Road. The area is 1.13 acres in area and is currently zoned C-1, Community and
Highway Service Commercial District. The Purpose of platting is to re-plat the two lots, initially
proposed in the 2nd plat of Enterprise Business Park, into one lot. The site plan identifies a 2500 square
foot restaurant with associated drive thru windows and menu boards. The required 39 parking lots are
being provided along with the introduction of some bicycle parking. Utilities will be connected to
existing stubs and there is a proposed 1000 gallon grease trap for the property. Storm water detention
will be directed to a large drain basin that was created during earlier plats of the area just north of NE
Venture Drive. There will be a connection off of the Raccoon River Valley Trail and NE Carefree
lane. The applicant has depicted a 34% open space dedication with the required trees shown on the
property as well as a berm on the east side and the dumpster located on the North West corner. Staff is
comfortable with the elevations utilizing a mix of brick, cement board, glazing, and metal paneling,
and recommend approval subject to remaining staff comments and review of the legal documents by
the city attorney.
Commissioner Streit questioned if any mechanical items would be roof mounted and Mr. Kass advised
that it will need to be screened if any mechanical aspects were roof mounted.
Commissioner Schmidt questioned if the storm water would be draining overland, and Mr. Kass
advised that it would all be piped underground to the existing pond.
Commissioner Schmidt Moved for Approval of a Site Plan for Taco bell [40 NE Carefree Lane]
subject to remaining staff comments and review of the legal documents by the city attorney. Seconded
by Commissioner Fontenot. Ayes: Nigro, Fontenot, Streit, Hoifeldt, and Schmidt. Nays: None.
Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval subject to remaining staff
comments.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report (see preliminary plat information)
III. Staff Comment Letter (see preliminary plat information)
IV. Site Plan/Preliminary Plat & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 16-
APPROVING THE SITE PLAN FOR TACO BELL (40 NE CAREFREE LANE)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Taco Bell, subject to remaining staff comments on June 28, 2016; AND,
WHEREAS, the Site Plan for Taco Bell is in general conformance with §304 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Taco Bell is in general conformance with §301.27(A) –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 5th day of July, 2016 that the Site Plan for Taco Bell is approved subject to remaining staff
comments.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Brian Harrison
Shelly Hughes
Larry R. Lyon
Rick Peterson
VACANT SEAT
PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ^d,/<DEZKභth< ͕/ϱϬϮϲϵSTAKEOUT INFORMATION:
VERIFY STATION FOR INLET
LOCATION. REFER TO STAKEOUT POLICY
FOR STAKEOUT LOCATION AND OFFSETS.
SHEET DATES
ISSUE DATE
REVISIONS
CIVIL COVER AND
SPECIFICATION SHEET
JULY 1, 2016
DIVISION 31 EARTH WORK
31 10 00 SITE CLEARING (DEMOLITION)
A.CONTRACTOR SHALL CALL IOWA ONE AND CONDUCT A PRIVATE UTILITY LOCATE AS REQUIRED TO ENSURE THAT ALL UTILITIES HAVE
BEEN LOCATED BEFORE STARTING SITE DEMOLITION. DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN
PLAN AND FIELD CONDITIONS PRIOR TO CONSTRUCTION.
B.DEMOLITION PLAN IS AN OVERVIEW OF DEMOLITION TO TAKE PLACE ON SITE. CONTRACTOR TO FIELD VERIFY EXISTING SITE
CONDITIONS PRIOR TO BIDDING. CONTRACTOR SHALL REMOVE, REPLACE, OR DEMOLISH ALL ITEMS AS NEEDED DURING
CONSTRUCTION.
C.CONTRACTOR TO PROTECT EXISTING IMPROVEMENTS THAT ARE SCHEDULED TO REMAIN. ANY DAMAGE TO EXISTING FACILITIES
SHALL BE REPLACED AT CONTRACTORS EXPENSE.
D.ALL CONCRETE NOTED TO BE REMOVED SHALL BE REMOVED TO THE NEAREST CONTROL JOINT.
31 20 00 EARTH MOVING
A.CONTRACTOR SHALL CALL IOWA ONE AND CONDUCT A PRIVATE UTILITY LOCATE AS REQUIRED TO ENSURE THAT ALL UTILITIES HAVE
BEEN LOCATED BEFORE STARTING EXCAVATION. DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN PLAN
AND FIELD CONDITIONS PRIOR TO CONSTRUCTION.
B.PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR ALL EXCAVATION, GRADING, FILL AND BACKFILL WORK AS REQUIRED TO
COMPLETE THE GENERAL CONSTRUCTION WORK. ALL EXCAVATION AND BACKFILL FOR ELECTRICALS AND MECHANICALS ARE THE
RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR.
C.ALL ORGANIC TOPSOIL INSIDE THE BUILDING AREA, UNDER PAVED AREAS, AND AT SITE FILL AREAS SHALL BE REMOVED. PROOF
ROLL SUBGRADES BEFORE PLACING FILL WITH HEAVY PNEUMATIC-TIRED EQUIPMENT, SUCH AS A FULLY-LOADED TANDEM AXLE
DUMP TRUCK, TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. CONTRACTOR SHALL VERIFY TOPSOIL DEPTHS PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT AND
ACCOUNT FOR EXISTING CONDITIONS PRIOR TO SUBMITTING BID FOR THE PROJECT. EXCESS MATERIALS SHALL BE REMOVED FROM
THE SITE UNLESS OTHERWISE DIRECTED IN THE PLANS OR BY LOCAL ZONING REQUIREMENTS.
D.PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED ELEVATIONS. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH
SUBSEQUENT FILL OR BACKFILL LAYER BEFORE COMPACTION AS RECOMMENDED TO ACHIEVE SPECIFIED DRY DENSITY. REMOVE
AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT IS TOO WET TO COMPACT TO SPECIFIED
DRY DENSITY.
E.PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY
COMPACTION EQUIPMENT, AND NOT MORE THAN 4" IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS.
F.COMPACT THE SOIL TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY ACCORDING TO ASTM D 698,
STANDARD PROCTOR TEST. FILL MAY NOT BE PLACED ON FROZEN GROUND AND NO FROZEN MATERIALS MAY BE USED FOR BACK
FILL. APPLY THE MORE STRINGENT REQUIREMENTS WHEN COMPARING BETWEEN THE FOLLOWING AND THE GEOTECHNICAL
REPORT.
1.UNDER FOUNDATIONS - SUBGRADE, AND EACH LAYER OF BACKFILL OR FILL MATERIAL, TO NOT LESS THAN 98 PERCENT.
2.UNDER INTERIOR SLAB-ON-GRADE WHERE GROUNDWATER IS MORE THAN 3 FEET BELOW THE SLAB - PLACE A DRAINAGE COURSE
LAYER OF 3/4" CRUSHED STONE, WITH 5% TO 12% FINES, PER THICKNESS INDICATED ON FOUNDATION PLANS ON PREPARED
SUBGRADE. COMPACT THE SUBGRADE AND DRAINAGE COURSE TO NOT LESS THAN 95 PERCENT.
3.UNDER INTERIOR SLAB-ON-GRADE WHERE GROUNDWATER IS WITHIN 3 FEET OF THE SLAB SURFACE- PLACE A DRAINAGE COURSE
LAYER OF CLEAN 3/4" CRUSHED STONE, WITH NO MORE THAN 5% FINES, PER THICKNESS INDICATED ON FOUNDATION PLANS ON
PREPARED SUBGRADE. COMPACT THE SUBGRADE AND DRAINAGE COURSE TO NOT LESS THAN 95 PERCENT.
4.UNDER EXTERIOR CONCRETE AND ASPHALT PAVEMENTS - COMPACT THE SUBGRADE AND EACH LAYER OF BACKFILL OR FILL
MATERIALTO NOT LESS THAN 95 PERCENT.
5.UNDER WALKWAYS - COMPACT SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL TO NOT LESS THAN 95 PERCENT.
6.UNDER LAWN OR UNPAVED AREAS - COMPACT SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL, TO NOT LESS THAN 85
PERCENT.
G.CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND
INSPECTIONS. IT IS SUGGESTED THAT THE GEOTECHNICAL FIRM USED TO PERFORM THE SUBSURFACE SOIL INVESTIGATION BE
ENGAGED FOR THE FIELD QUALITY CONTROL TESTS.
H.ALLOW THE TESTING AGENCY TO TEST AND INSPECT SUBGRADES AND EACH FILL OR BACKFILL LAYER. PROCEED WITH
SUBSEQUENT EARTHWORK ONLY AFTER TEST RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS.
PROVIDE ONE TEST FOR EVERY 2000 SQUARE FEET OF PAVED AREA OR BUILDING SLAB, ONE TEST FOR EACH SPREAD FOOTING, AND
ONE TEST FOR EVERY 50 LINEAR FEET OF WALL STRIP FOOTING.
I.WHEN THE TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLS HAVE NOT ACHIEVED DEGREE OF COMPACTION
SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST
UNTIL SPECIFIED COMPACTION IS OBTAINED.
J.THE BUILDING SITE SHALL BE GRADED TO PROVIDE DRAINAGE AWAY FROM THE BUILDING AS INDICATED ON THE PLANS. SITE
EARTHWORK SHALL BE GRADED TO WITHIN 0.10' OF REQUIRED EARTHWORK ELEVATIONS ASSUMING POSITIVE DRAINAGE IS
MAINTAINED IN ACCORDANCE WITH THE GRADING PLAN.
31 30 00 EROSION CONTROL
A.THE DESIGN ENGINEER SHALL PREPARE A SITE SPECIFIC POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE IOWA
CONSTRUCTION SITE EROSION CONTROL MANUAL. THE DESIGN ENGINEER SHALL ALSO FILE A CONSTRUCTION NOTICE OF INTENT
WITH THE IOWA DEPARTMENT OF NATURAL RESOURCES.
B.THE CONTRACTOR SHALL KEEP THE NOTICE OF INTENT PERMIT, APPROVED EROSION CONTROL AND STORMWATER MANAGEMENT
PLANS, AND PLAN AMENDMENTS ON THE CONSTRUCTION SITE AT ALL TIMES UNTIL PERMIT COVERAGE IS TERMINATED.
C.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE LOCAL WAUKEE PERMIT, COSESCO (CONSTRUCTION SITE EROSION AND
SEDIMENT CONTROL ORDINANCE).
D.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING THE MONITORING, MAINTENANCE, AND REPORTING REQUIREMENTS OF THE
POLLUTION PREVENTION PLAN. INSPECTIONS OF IMPLEMENTED EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES
MUST AT A MINIMUM BE INSPECTED EVERY 7 DAYS. THE CONTRACTOR SHALL REPAIR OR REPLACE EROSION AND SEDIMENT
CONTROL AS NECESSARY WITHIN 24 HOURS OF AN INSPECTION OR AFTER A DEPARTMENT NOTIFICATION WHERE REPAIR OR
REPLACEMENT IS REQUESTED.
E.THE CONTRACTOR SHALL MAINTAIN, AT THE CONSTRUCTION SITE, WEEKLY WRITTEN REPORTS OF ALL INSPECTIONS CONDUCTED.
WEEKLY INSPECTION REPORTS SHALL INCLUDE ALL OF THE FOLLOWING:
1.THE DATE, TIME, AND EXACT LOCATION OF THE CONSTRUCTION SITE INSPECTION.
2.THE NAME OF THE INDIVIDUAL WHO PERFORMED THE INSPECTION.
3.AN ASSESSMENT OF THE CONDITION OF THE EROSION AND SEDIMENT CONTROLS.
4.A DESCRIPTION OF ANY EROSION AND SEDIMENT CONTROL IMPLEMENTATION AND MAINTENANCE PERFORMED.
5.A DESCRIPTION OF THE PRESENT PHASE OF LAND DISTURBING CONSTRUCTION ACTIVITY AT THE CONSTRUCTION SITE.
F.EROSION AND SEDIMENT CONTROL IMPLEMENTED DURING CONSTRUCTION SHALL STRICTLY COMPLY WITH THE GUIDELINES AND
REQUIREMENTS SET FORTH BY THE ENVIRONMENTAL PROTECTION DIVISION OF THE STATE OF IOWA DEPARTMENT OF NATURAL
RESOURCES IN THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL. TECHNICAL STANDARDS PUBLISHED BY THE IOWA DNR
IN THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL AND SUDAS SECTION 9040 SHALL ALSO BE UTILIZED TO IMPLEMENT
THE REQUIRED PERFORMANCE STANDARDS. THE METHODS AND TYPES OF EROSION CONTROL WILL BE DEPENDENT ON THE
LOCATION AND TYPE OF WORK INVOLVED. ALL SEDIMENT CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT
THE TIME OF CONSTRUCTION, AND INSTALLED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL. BELOW
IS A LIST OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES TO ACHIEVE THE PERFORMANCE STANDARDS
REQUIRED.
1.SILT FENCE SHALL BE PLACED ON SITE AT LOCATIONS SHOWN ON THE EROSION CONTROL PLAN. SILT FENCE SHALL ALSO BE
PROVIDED AROUND THE PERIMETER OF ALL SOIL STOCKPILES. FOLLOW PROCEDURES FOUND IN THE IOWA CONSTRUCTION SITE
EROSION CONTROL MANUAL AND SUDAS SECTION 9040-2.13.
2.STORM DRAIN INLET PROTECTION SHALL BE PROVIDED FOR ALL NEW AND DOWNSTREAM STORM CATCH BASINS AND CURB INLETS
PER THE EROSION CONTROL PLAN. FOLLOW PROCEDURES FOUND IN THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL
AND SUDAS SECTION 9040 2.18.
3.STABILIZATION CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION VEHICLE INGRESS AND EGRESS POINTS.
FOLLOW PROCEDURES FOUND IN THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL AND SUDAS SECTION 9040-2.14.
.
4.CHECK DAMS SHALL BE PROVIDED TO REDUCE EROSION IN AREAS OF CONCENTRATED FLOW. FOLLOW PROCEDURES FOUND IN
THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL AND SUDAS SECTION 9040 2.07.
5.DUST CONTROL MEASURES SHALL BE PROVIDED TO REDUCE OR PREVENT THE SURFACE AND AIR TRANSPORT OF DUST DURING
CONSTRUCTION. CONTROL MEASURES INCLUDE APPLYING MULCH AND ESTABLISHING VEGETATION, WATER SPRAYING, SURFACE
ROUGHENING, APPLYING POLYMERS, SPRAY-ON TACKIFIERS, CHLORIDES, AND BARRIERS. SOME SITES MAY REQUIRE AN
APPROACH THAT UTILIZES A COMBINATION OF MEASURES FOR DUST CONTROL. FOLLOW PROCEDURES FOUND IN THE FOUND IN
THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL AND SUDAS SECTION 9040 2.15.
6.THE USE, STORAGE, AND DISPOSAL OF CHEMICALS, CEMENT, AND OTHER COMPOUNDS AND MATERIALS USED ON SITE SHALL BE
MANAGED DURING THE CONSTRUCTION PERIOD TO PREVENT THEIR TRANSPORT BY RUNOFF INTO WATERS OF THE STATE PER
CHAPTER 61 OF THE IOWA ADMINISTRATIVE CODE.
7.CONTRACTOR SHALL PROVIDE AN OPEN AGGREGATE CONCRETE TRUCK WASHOUT AREA ON SITE. WASHOUT SHALL BE LINED
WITH PLASTIC AND CONTRACTOR SHALL ENSURE THAT CONCRETE WASHOUT SHALL BE CONTAINED TO THIS DESIGNATED AREA
AND NOT BE ALLOWED TO RUN INTO STORM INLETS OR INTO THE OVERLAND STORMWATER DRAINAGE SYSTEM. WASHOUT AREA
SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION.
8.TEMPORARY SITE RESTORATION SHALL BE PROVIDED FOR EXPOSED SOILS WHERE CONSTRUCTION WILL CEASE FOR 21 DAYS.
SEEDING SHALL TAKE PLACE BY DAY 14. THIS TEMPORARY SITE RESTORATION REQUIREMENT ALSO APPLIES TO SOIL
STOCKPILES. PERMANENT RESTORATION APPLIES TO AREAS WHERE PERENNIAL VEGETATIVE COVER IS NEEDED TO
PERMANENTLY STABILIZE AREAS OF EXPOSED SOIL. TOPSOIL, SEED, AND MULCH SHALL BE IN GENERAL CONFORMANCE WITH
THE EROSION CONTROL PLAN. FOLLOW PROCEDURES FOUND IN THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL.
ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR FINAL STABILIZATION MUST BE REPAIRED AND THE
STABILIZATION WORK REDONE.
9.IF SITE DEWATERING IS REQUIRED TO REMOVE SEDIMENT FROM CONSTRUCTION SITE STORMWATER PRIOR TO DISCHARGING
OFF-SITE OR TO WATERS OF THE STATE, FOLLOW PROCEDURES FOUND IN THE EROSION CONTROL PLAN. FOLLOW PROCEDURES
FOUND IN THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL.
10.ALL OFF-SITE SEDIMENT DEPOSITS OCCURRING AS A RESULT OF CONSTRUCTION WORK OR A STORM EVENT SHALL BE CLEANED
UP BY THE END OF EACH WORKING DAY AND PRIOR TO A RAIN EVENT. FLUSHING SHALL NOT BE ALLOWED.
G.ALL EROSION CONTROL DEVICES SHALL AT A MINIMUM BE INSPECTED WEEKLY. MAINTENANCE SHALL BE PERFORMED PER THE
EROSION CONTROL PLAN. FOLLOW PROCEDURES FOUND IN THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL
H.EROSION AND SEDIMENT CONTROL MEASURES SHALL NOT BE REMOVED UNTIL THE AREA(S) SERVED HAVE ESTABLISHED
VEGETATIVE COVER.
I.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL EROSION CONTROL PERMITS.
DIVISION 32 EXTERIOR IMPROVEMENTS
32 20 00 CONCRETE AND AGGREGATE BASE
A.CONTRACTOR TO PROVIDE CRUSHED AGGREGATE BASE AND CONCRETE WHERE INDICATED ON THE PLANS.
B. ALL AGGREGATE PLACED MUST BE COMPACTED TO A MAXIMUM DRY DENSITY OF 95%.
C. DESIGN AND CONSTRUCTION OF ALL CAST-IN-PLACE EXTERIOR CONCRETE FLAT WORK SHALL CONFORM TO ACI 330R-08.
D. EXTERIOR CONCRETE FLAT WORK CONSTRUCTION TO BE PROVIDED PER MORE STRINGENT REQUIREMENTS OF THE GEOTECHNICAL
REPORT OR THIS SPECIFICATION. CONCRETE FLAT WORK CONSTRUCTION IS AS FOLLOWS:
1.6,'(:$/.3$7,2&21&5(7(´2)&21&5(7(29(5´2)´&586+('$**5(*$7(%$6(&2175$&7,21-2,1766+$//
&216,672)´:,'(%<´'((3722/('-2,17:+(5(,1',&$7('217+(3/$16
2.'5,9(:$<:,7+,152:'80367(5&21&5(7(´2)&21&5(7(29(5´2)35(3$5('68%*5$'(3(568'$6&+$37(5
&21&5(7(6+$//%(5(,1)25&(':,7+´;´:;:::)&2175$&7,21-2,1766+$//%(6$:&87´,1'(37+$1'%(
SPACED A MAXIMUM OF 15' ON CENTER.
3.&21&5(7(6,7(3$9,1*´2)&21&5(7(29(5´2)35(3$5('68%*5$'(3(568'$6&+$37(5&21&5(7(-2,1766+$//
%(6$:&87´,1'(37+$1'%(63$&('$0$;,0802)
21&(17(5
4.'5,9(7+58&21&5(7(´2)&21&5(7(29(5´2)35(3$5('68%*5$'(3(568'$6&+$37(5&21&5(7(6+$//%(
5(,1)25&(':,7+´;´: ;: ::)&21&5(7(-2,1766+$//%(6$:&87´,1'(37+$1'%(63$&('$0$;,0802)
15' ON CENTER.
E.DESIGN MIXES SHALL BE IN ACCORDANCE WITH ASTM C94
1.STRENGTH TO BE MINIMUM OF 4,000 PSI AT 28 DAYS FOR EXTERIOR CONCRETE.
2.6/8036+$//127(;&(('´)25(;7(5,25&21&5(7()/$7:25.
3.6/8036+$//%(´25/(66)256/,3)250('&85%$1'*877(5
4.6/8036+$//%(%(7:((1´72´)251216/,3)250('&85%$1'*877(5
5.ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED WITH 4% TO 7% AIR CONTENT. NO OTHER ADMIXUTRES SHALL BE USED
WITHOUT APPROVAL OF EXCEL ENGINEERING, INC. CALCIUM CHLORIDE SHALL NOT BE USED.
6.MAXIMUM AGGREGATE SIZE FOR ALL EXTERIOR CONCRETE SHALL BE 0.75 INCHES.
7.ALL CONCRETE IN RIGHT OF WAY SHALL BE C-4 MIX.
F.ALL EXTERIOR MECHANICAL EQUIPMENT CONCRETE PADS SHALL BE SIZED AND DESIGNED BY THE EQUIPMENT SUPPLIER.
G.ALL CONCRETE FLAT WORK SURFACES AND CONCRETE CURB FLOWLINES SHALL BE CONSTRUCTED TO WITHIN 0.05' OF DESIGN
SURFACE AND FLOWLINE GRADES ASSUMING POSITIVE DRAINAGE IS MAINTAINED IN ACCORDANCE WITH THE DESIGN PLANS.
H.CONCRETE FLAT WORK SHALL HAVE CONSTRUCTION JOINTS OR SAW CUT JOINTS PLACED AS INDICATED ON THE PLANS OR PER THIS
SPECIFICATION. SAWCUTS SHALL BE DONE AS SOON AS POSSIBLE, BUT NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED.
CONCRETE CURB AND GUTTER JOINTING SHALL BE PLACED EVERY 10' OR CLOSER (6' MIN.). ALL EXTERIOR CONCRETE SHALL HAVE A
LIGHT BROOM FINISH UNLESS NOTED OTHERWISE. A UNIFORM COAT OF A HIGH SOLIDS CURING COMPOUND MEETING ASTM C309
SHOULD BE APPLIED TO ALL EXPOSED CONCRETE SURFACES. ALL CONCRETE IS TO BE CURED FOR 7 DAYS. EXTERIOR CONCRETE
SHALL BE SEPERATED FROM BUILDINGS WITH CONTINUOUS 0.5 INCH FIBER EXPANSION JOINT AND/OR 0.25 INCH FIBER EXPANSION
JOINT AT DECORATIVE MASONRY UNITS.
I.ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60. THICKNESS OF CONCRETE COVER OVER REINFORCEMENT SHALL BE NOT
/(667+$1´:+(5(&21&5(7(,6'(326,7('$*$,1677+(*5281':,7+2877+(86(2))2506$1'127/(667+$1´,1$//
OTHER LOCATIONS. ALL REINFORCING SHALL BE LAPPED 36 DIAMETERS FOR UP TO #6 BARS, 60 DIAMETERS FOR #7 TO #10 BARS OR
AS NOTED ON THE DRAWINGS AND EXTENDED AROUND CORNERS WITH CORNER BARS. PLACING AND DETAILING OF STEEL
REINFORCING AND REINFORCING SUPPORTS SHALL BE IN ACCORDANCE WITH CRSI AND ACI MANUAL AND STANDARD PRACTICES.
THE REINFORCEMENT SHALL NOT BE PAINTED AND MUST BE FREE OF GREASE/OIL, DIRT OR DEEP RUST WHEN PLACED IN THE WORK.
$//:(/'(':,5()$%5,&6+$//0((77+(5(48,5(0(1762)$670$:(/'(':,5()$%5,&6+$//%(3/$&('´)520723
OF SLAB, UNLESS INDICATED OTHERWISE.
J.CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE MATERIALS, PERFORM
TESTS, AND SUBMIT TEST REPORTS DURING CONCRETE PLACEMENT. TESTS WILL BE PERFORMED ACCORDING TO ACI 301. CAST
AND LABORATORY CURE ONE SET OF FOUR STANDARD CYLINDERS FOR EACH COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH
CONCRETE MIX EXCEEDING 5 CU. YD., BUT LESS THAN 25 CU. YD., PLUS ONE SET FOR EACH ADDITIONAL 50 CU. YD. OR FRACTION
THEREOF. PERFORM COMPRESSIVE-STRENGTH TESTS ACCORDING TO ASTM C 39. TEST TWO SPECIMENS AT 7 DAYS AND TWO
SPECIMENS AT 28 DAYS. PERFORM SLUMP TESTING ACCORDING TO ASTM C 143. PROVIDE ONE TEST AT POINT OF PLACEMENT FOR
EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH CONCRETE MIX. PERFORM ADDITIONAL
TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE.
K.PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. IN HOT, DRY,
AND WINDY WEATHER, APPLY AN EVAPORATION-CONTROL COMPOUND ACCORDING TO MANUFACTURER'S INSTRUCTIONS AFTER
SCREEDING AND BULL FLOATING, BUT BEFORE POWER FLOATING AND TOWELING.
L. LIMIT MAXIMUM WATER-CEMENTIOUS RATIO OF CONCRETE EXPOSED TO FREEZING, THAWING AND DEICING SALTS TO 0.45.
M.TEST RESULTS WILL BE REPORTED IN WRITING TO THE DESIGN ENGINEER, READY-MIX PRODUCER, AND CONTRACTOR WITHIN 24
HOURS AFTER TESTS. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE PROJECT IDENTIFICATION NAME AND
NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION OF
CONCRETE BATCH IN STRUCTURE, DESIGN COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX PROPORTIONS AND MATERIALS,
COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7-DAY TESTS AND 28-DAY TESTS.
32 30 00 LANDSCAPING AND SITE STABILIZATION
A.TOPSOIL: CONTRACTOR TO PROVIDE A DEPTH OF TOPSOIL IN ACCORDANCE WITH GENERAL PERMIT #2 FOR ALL DISTURBED OPEN
AREAS. REUSE SURFACE SOIL STOCKPILED ON SITE AND SUPPLEMENT WITH IMPORTED OR MANUFACTURED TOPSOIL FROM OFF
SITE SOURCES WHEN QUANTITIES ARE INSUFFICIENT. PROVIDE SOIL ANALYSIS BY A QUALIFIED SOIL TESTING LABORATORY AS
REQUIRED TO VERIFY THE SUITABILITY OF SOIL TO BE USED AS TOPSOIL AND TO DETERMINE THE NECESSARY SOIL AMENDMENTS.
TEST SOIL FOR PRESENCE OF ATRAZINE AND INFORM EXCEL ENGINEERING, INC. IF PRESENT PRIOR TO BIDDING PROJECT. TOPSOIL
SHALL HAVE A PH RANGE OF 5.5 TO 8, CONTAIN A MINIMUM OF 5 PERCENT ORGANIC MATERIAL CONTENT, AND SHALL BE FREE OF
STONES 1 INCH OR LARGER IN DIAMETER. ALL MATERIALS HARMFUL TO PLANT GROWTH SHALL ALSO BE REMOVED.
B.72362,/,167$//$7,21 /226(168%*5$'(72$0,1,080'(37+2),1&+(6$1'5(029(6721(6/$5*(57+$1´,1
DIAMETER. ALSO REMOVE ANY STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND DISPOSE OF THEM OFF THE
PROPERTY. SPREAD TOPSOIL TO A DEPTH OF SPECIFIED IN GENERAL PERMIT #2 BUT NOT LESS THAN WHAT IS REQUIRED TO MEET
FINISHED GRADES AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. DO NOT SPREAD TOPSOIL IF SUBGRADE IS FROZEN, MUDDY,
OR EXCESSIVELY WET. GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE.
GRADE TO WITHIN 0.05 FEET OF FINISHED GRADE ELEVATION.
C.SODDED LAWNS: PROVIDE SOD CONSISTING OF THE FOLLOWING GRASS SPECIES - 65% KENTUCKY BLUEGRASS, 20% PERENNIAL
RYEGRASS, 15% FINE FESCUE. PROVIDE VIABLE SOD OF UNIFORM DENSITY, COLOR, AND TEXTURE. SOD SHOULD BE STRONGLY
ROOTED AND CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED. LAY SOD WITHIN 24 HOURS OF HARVESTING.
DO NOT LAY SOD IF DORMANT OR IF GROUND IS FROZEN OR MUDDY. LAY SOD WITH TIGHTLY FITTED BUTT END AND SIDE JOINTS. DO
NOT STRETCH OR OVERLAP. STAGGER SOD STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. TAMP AND ROLL LIGHTLY TO
ENSURE CONTACT WITH TOPSOIL. ANCHOR SOD ON SLOPES EXCEEDING 6:1 SLOPE. PROVIDE SLOW RELEASE FERTILIZER AS
RECOMMENDED BY SOD SUPPLIER FOR PROPER LAWN ESTABLISHMENT. SATURATE WITH FINE WATER SPRAY WITHIN 2 HOURS OF
PLANTING.
D.SODDED LAWN MAINTENANCE: CONTRACTOR TO PROVIDE MAINTENANCE FOR ALL SODDED AREAS FOR A PERIOD OF 90 DAYS FROM
THE DATE OF INSTALLATION. AT THE END OF THE MAINTENANCE PERIOD, A HEALTHY, WELL-ROOTED, EVEN-COLORED, VIABLE LAWN
SHOULD BE ESTABLISHED. THE LAWN SHOULD BE FREE OF WEEDS, OPEN JOINTS, BARE AREAS, AND SURFACE IRREGULARITIES.
REESTABLISH LAWNS THAT DO NOT COMPLY WITH THESE REQUIREMENTS AND CONTINUE MAINTENANCE UNTIL LAWNS ARE
SATISFACTORY.
E.EROSION MATTING:
x CONTRACTOR TO PROVIDE EROSION CONTROL MATTING (NORTH AMERICAN GREEN S150) OR EQUIVALENT ON ALL SLOPES THAT
ARE 8:1 AND GREATER OUTSIDE OF STORMWATER CONVEYANCE SWALES.
x CONTRACTOR TO PROVIDE EROSION MATTING (NORTH AMERICAN GREEN C125) OR EQUIVALENT IN ALL SWALE BOTTOMS AND SIDE
SLOPES.
F.TREES AND SHRUBS: FURNISH NURSERY-GROWN TREES AND SHRUBS WITH HEALTHY ROOT SYSTEMS DEVELOPED BY
TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY BRANCHED, AND HEALTHY LOOKING STOCK. STOCK SHOULD
ALSO BE FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND
DISFIGUREMENT. SEE THE LANDSCAPE PLAN FOR SPECIFIC SPECIE TYPE, SIZE, AND LOCATION.
G.TREE AND SHRUB INSTALLATION: EXCAVATE CIRCULAR PITS WITH SIDES SLOPED INWARD. TRIM BASE LEAVING CENTER AREA
RAISED SLIGHTLY TO SUPPORT ROOT BALL. EXCAVATE PIT APPROXIMATELY THREE TIMES AS WIDE AS THE ROOT BALL DIAMETER.
6(775((6$1'6+58%63/80%$1',1&(17(52)3,7:,7+7232)%$//´$%29($'-$&(17),1,6+('*5$'(63/$&(3/$17,1*
SOIL MIX AROUND ROOT BALL IN LAYERS AND TAMP TO SETTLE MIX. WATER ALL PLANTS THOROUGHLY. PROVIDE TEMPORARY
STAKING FOR TREES AS REQUIRED.
H.TREE AND SHRUB MAINTENANCE/WARRANTY: CONTRACTOR TO PROVIDE MAINTENANCE OF ALL LANDSCAPING FOR A PERIOD OF 90
DAYS FROM THE DATE OF INSTALLATION. MAINTENANCE TO INCLUDE REGULAR WATERING AS REQUIRED FOR SUCCESSFUL PLANT
ESTABLISHMENT. CONTRACTOR TO PROVIDE 1 YEAR WARRANTY ON ALL TREES, SHRUBS, AND PERENNIALS.
I.0,1(5$/08/&+ 3529,'(´0,1,0807+,&.%/$1.(72)´0,1,08072´0$;,080&586+(''(&25$7,9(6721($7$//
PLANTING AREAS INDICATED ON THE LANDSCAPE PLAN. INSTALL OVER NON-WOVEN WEED BARRIER FABRIC. TYPE AND COLOR BY
OWNER.
J.PLASTIC EDGING: INSTALL VALLEY VIEW INDUSTRIES BLACK DIAMOND LAWN EDGING TO SEPARATE ALL PLANTING BEDS FROM LAWN
$5($6('*,1*72%(´7$//:,7+0(7$/67$.(6,167$//('3(50$18)$&785(5
6:5,77(1,16758&7,216
K.LANDSCAPE AND LAWN IRRIGATION: CONTRACTOR TO PROVIDE DESIGN AND INSTALLATION OF IRRIGATION SYSTEM PIPING, VALVES,
VALVE BOXES, SPRINKLERS, EMITTERS, DRIP TUBES, AND CONTROLS IN COMBINATIONS THAT BEST SUIT THE LANDSCAPE PLAN
LAYOUT. ALL LAWN AND LANDSCAPING AREAS SHALL BE PROVIDED WITH IRRIGATION AS DELINEATED ON THE PLAN. THE DESIGN
SHOULD MINIMIZE THE AMOUNT OF WATER THAT EXTENDS BEYOND THE PROPERTY AND ON PAVED AREAS. THE SYSTEM SHALL BE
DESIGNED FOR FULLY AUTOMATIC OPERATION AND PROVIDE ALL NECESSARY CONTROLS, VALVES, AND WIRING TO OPERATE THE
SYSTEM. THE CONTOL UNIT SHALL BE INSTALLED IN A MECHANICAL ROOM OR AT A LOCATION AGREED TO WITH THE OWNER. THE
CONTROL UNIT SHOULD BE PROVIDED WITH A LOCKING COVER.
L.POP-UP SPRAY OR ROTARY SPRINKLERS SHALL BE USED AT LAWN AREAS TO PROVIDE A UNIFORM COVERAGE OF 1 TO 2 INCHES OF
WATER PER HOUR. EMITTERS AND DRIP TUBES OR SHRUBBERY SPRNKLERS SHALL BE USED AT PLANTS AND SHRUBS AS
APPROPRIATE FOR THE PLANTING DENSITY AND SPECIES TYPE. ALL SPRINKLER HEADS SHALL BE COMMERCIAL GRADE. THE SYSTEM
SHALL BE CIRCUITED AS REQUIRED TO PROVIDE ADEQUATE WATER FLOW TO EACH SPRINKLER HEAD. THE CONTROL SYSTEM MUST
INCLUDE A RAIN SENSING SHUT OFF DEVICE. THE ENTIRE SYSTEM IS TO BE INSTALLED WITH A MINIMUM UNIFORM SLOPE OF 0.5
PERCENT TOWARD DRAIN VALVES.
DIVISION 33 UTILITIES
33 10 00 SITE UTILITIES
A.CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES ON SITE. CONTRACTOR TO VERIFY PIPE LOCATIONS, SIZES,
AND DEPTHS AT POINT OF PROPOSED CONNECTIONS AND VERIFY PROPOSED UTILITY ROUTES ARE CLEAR (PER CODE) OF ALL
EXISTING UTILITIES AND OTHER OBSTRUCTIONS PRIOR TO CONSTRUCTION. COSTS INCURRED FOR FAILURE TO DO SO SHALL BE THE
CONTRACTORS RESPONSIBILITY.
B.ALL PROPOSED SANITARY PIPE SHALL BE SDR-23.5 PVC.
C.CLEANOUTS SHALL BE PROVIDED FOR THE SANITARY SERVICE AT LOCATIONS INDICATED ON THE UTILITY PLAN. THE CLEANOUT
SHALL CONSIST OF A COMBINATION WYE FITTING IN LINE WITH THE SANITARY SERVICE WITH THE CLEANOUT LEG OF THE
&20%,1$7,21:<()$&,1*675$,*+7837+(&/($12876+$//&21,672)$´9(57,&$/39&3,3(:,7+$:$7(57,*+7
5(029($%/(&/($12873/8*$1´39&)52676/((9(6+$//%(3529,'('7+(%277202)7+()52676/((9(6+$//
7(50,1$7(´$%29(7+(7232)7+(6$1,7$5</$7(5$/25$7/($67´%(/2:7+(35(',&7(')5267'(37+:+,&+(9(5,6
SHALLOWER. THE CLEANOUT SHALL EXTEND JUST ABOVE THE SURFACE GRADE IN LAWN OR LANDSCAPE AREAS WITH THE FROST
SLEEVE TERMINATING AT THE GRADE SURFACE. THE CLEANOUT SHALL EXTEND TO 4 INCHES BELOW SURFACE GRADE IN PAVED
SURFACES WITH A ZURN (Z-1474-N) HEAVY DUTY CLEANOUT HOUSING PLACED OVER THE TOP OF THE CLEANOUT FLUSH WITH THE
685)$&(*5$'(,13$9('685)$&(67+()52676/((9(6+$//7(50,1$7(,1$&21&5(7(3$'$7/($67´7+,&.$1'
(;7(1',1*$7/($67 ´)5207+(6/((9(21$//6,'(66/23,1*$:$<)5207+(6/((9(7+(&/($1287+286,1*6+$//%(
CONSTRUCTED PER MANUFACTURERS REQUIREMENTS.
D.ALL PROPOSED WATER PIPE SHALL COMPLY WITH AWWA C901 PVC. 6' MINIMUM COVER SHALL BE PROVIDED OVER ALL WATER
PIPING UNLESS OTHERWISE SPECIFIED.
E.ALL PROPOSED HDPE STORM PIPE SHALL BE IN ACCORDANCE WITH ASTM F405 AND F667. ALL CONCRETE STORM PIPING SHALL BE IN
ACCORDANCE WITH ASTM C14 AND ASTM C76. SEE UTILITY PLANS FOR ALL STORM PIPE MATERIAL TYPES TO BE USED. PIPE SHALL
BE PLACED MIN. 8' HORIZONTALLY FROM FOUNDATION WALLS.
F.SANITARY, STORM, AND WATER UTILITY PIPE INVERTS SHALL BE CONSTRUCTED WITHIN 0.10' OF DESIGN INVERT ELEVATIONS
ASSUMING PIPE SLOPE AND SEPARATION IS MAINTAINED PER THE UTILITY DESIGN PLANS AND STATE REQUIREMENTS.
G.SITE UTILITY CONTRACTOR SHALL RUN SANITARY SERVICE TO A POINT WHICH IS A MINIMUM OF 5' FROM THE EXTERIOR WALL OF THE
FOUNDATION. SITE UTILITY CONTRACTOR SHALL RUN WATER SERVICE TO A POINT WITHIN THE FOUNDATION SPECIFIED BY THE
3/80%,1*3/$16&2175$&72572&87$1'&$3:$7(56(59,&(´$%29(),1,6+(')/225(/(9$7,21
H.ALL UTILITIES SHALL BE INSTALLED WITH PLASTIC COATED TRACER WIRE (10 TO 14 GAUGE SOLID COPPER, OR COPPER COATED
STEEL WIRE). PLASTIC WIRE MAY BE TAPED TO PLASTIC WATER OR SEWER PIPE. IF ATTACHED, THE TRACER WIRE SHALL BE
SECURED EVERY 6 TO 20 FEET AND AT ALL BENDS. TRACER WIRE SHALL HAVE ACCESS POINTS AT LEAST EVERY 300 FEET.
I.ALL UTILITIES SHALL BE INSTALLED PER STATE, LOCAL, AND INDUSTRY STANDARDS. WATER, SANITARY, AND STORM SEWER SHALL
BE INSTALLED PER WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND IOWA STATEWIDE URBAN DESIGN AND
SPECIFICATIONS (SUDAS). THE DESIGN ENGINEER SHALL BE RESPONSIBLE FOR OBTAINING STATE PLUMBING REVIEW APPROVAL.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS REQUIRED TO INSTALL WATER, SANITARY AND STORM
SEWER.
J.SEE PLANS FOR ALL OTHER UTILITY SPECIFICATIONS AND DETAILS.
Enterprise Business Park Plat 6 Lot 1, an Official
Plat, now included in and forming a part of the
City of Waukee, Dallas County, Iowa.
PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ^d,/<DEZKභth< ͕/ϱϬϮϲϵFLOOD NOTE:
Light Pole
Power Pole
Sign
Electric Transformer
Telephone Manhole
Telephone Pedestal
Electric Meter
Water Valve
Fire Hydrant
Sanitary Clean Out
Gas Meter
Indicates Handicapped
Parking
N.
S.
E.
W.
'
''
Sq.
North
South
East
West
Degrees
Feet or Minutes
Inches or Seconds
Square
Ft.
Vol.
Pg.
( )
L/S
BH
ROW
CL
Feet
Volume
Page
Recorded as
Landscaped
Building Height
Right of Way
Centerline
Underground Electric Line
Reinforced Concrete Pipe
Yellow Plastic Cap
Back to Back
Sanitary Sewer
Telephone
Storm Sewer
Underground Telephone
UG EL
RCP
YPC
B-B
SS
TEL
ST
TELE
MH Manhole
Found 1" Pipe
Benchmark
Set 1/2" rebar w/ypc #9647
Deciduous Tree w/size
NOTES CORRESPONDING TO SCHEDULE B & ABBREVIATIONS
UTILITY NOTES
MISCELLANEOUS NOTES
LEGEND OF SYMBOLS
SHEET DATES
ISSUE DATE
REVISIONS
EXISTING SITE AND
DEMOLITION PLAN
JULY 1, 2016
Stephen Michael Brain, LS
Registered Land Surveyor No. 9647
In the State of Iowa
License Renewal Date is December 31, 2016
Date of Plat or Map: 25/14/2016
Date of last revision:
Date of this Printing :/2016
Survey Prepared By:
Brain Engineering Inc
1540 Midland Ct., N.E.
Cedar Rapids, IA 52402
319-294-9424
mikeb@brain-eng.com
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EASEMENT
BOOK 1999
PAGE 12656
30' PUBLIC UTILITY EASEMENT
FROM BOOK 2001 PAGE 6389
20' US WEST EASEMENT (NOW CENTURY LINK)
BOOK 702 PAGE 22, BOOK 706 PAGE 194
BOOK 781 PAGE 676 6
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LOT 3ENTERPRISE BUSINESS PARK PLAT 1BOOK 798 PAGE 382U.S. HIGHWAY No. 6 NE CAREFREE LANEPUBLIC, CONCRETEPUBLIC, CONCRETE, WESTBOUND LANE
Parcel ID:1227355001
Primary Name:Gold Standard Schools Real Est
Address:80 NE CAREFREE LN WAUKEE
Parcel ID:1227352004Primary Name:TKG Iowa Storage LLCAddress:60 NE VENTURE DR WAUKEEPROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ^d,/<DEZKභth< ͕/ϱϬϮϲϵSHEET DATES
ISSUE DATE
REVISIONS
SITE PLAN
JULY 1, 2016
x
x
x
x
x
x
x
x
Enterprise Business Park Plat 6 Lot 1, an Official
Plat, now included in and forming a part of the City
of Waukee, Dallas County, Iowa.
OH EL OH EL OH EL OH EL OH EL OH EL GASFOFOFOFOFOFOFO
FOUG ELUG EL
UG EL UG EL UG EL UG EL UG EL UG EL UG EL1
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////////////////////////////////////////////////////////////////////////15' STREET
EASEMENT
BOOK 1999
PAGE 12656
30' PUBLIC UTILITY EASEMENT
FROM BOOK 2001 PAGE 6389
20' US WEST EASEMENT (NOW CENTURY LINK)
BOOK 702 PAGE 22, BOOK 706 PAGE 194
BOOK 781 PAGE 676 6
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LOT 3ENTERPRISE BUSINESS PARK PLAT 1BOOK 798 PAGE 382U.S. HIGHWAY No. 6 NE CAREFREE LANEPUBLIC, CONCRETEPUBLIC, CONCRETE, WESTBOUND LANE
PUBLIC, CONCRETE, EASTBOUND LANE
ALUM CAPPED IDOT PINS Parcel ID:1227354002Primary Name:Downing Development WP LLCAddress:45 NE CAREFREE LN WAUKEEParcel ID:1227355001
Primary Name:Gold Standard Schools Real Est
Address:80 NE CAREFREE LN WAUKEE
Parcel ID:1227352004Primary Name:TKG Iowa Storage LLCAddress:60 NE VENTURE DR WAUKEEParcel ID:1227354004Primary Name:Downing Development WP LLCAddress:85 NE CAREFREE LN WAUKEELOT 2ENTERPRISE BUSINESS PARK PLAT 2BOOK 1999 PAGE 12656PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ^d,/<DEZKභth< ͕/ϱϬϮϲϵSHEET DATES
ISSUE DATE
REVISIONS
GRADING AND EROSION
CONTROL PLAN
JULY 1, 2016
OH EL OH EL OH EL OH EL OH EL OH EL GASFOFOFOFOFOFOFO
FOUG ELUG EL
UG EL UG EL UG EL UG EL UG EL UG EL UG EL1
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////////////////////////////////////////////////////////////////////////15' STREET
EASEMENT
BOOK 1999
PAGE 12656
30' PUBLIC UTILITY EASEMENT
FROM BOOK 2001 PAGE 6389
20' US WEST EASEMENT (NOW CENTURY LINK)
BOOK 702 PAGE 22, BOOK 706 PAGE 194
BOOK 781 PAGE 676 6
(
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LOT 3ENTERPRISE BUSINESS PARK PLAT 1BOOK 798 PAGE 382U.S. HIGHWAY No. 6 NE CAREFREE LANEPUBLIC, CONCRETEPUBLIC, CONCRETE, WESTBOUND LANE
RIM - 1026.86
RIM - 1027.69
FLN - 1014.51
RIM - 1026.19
FL - 1021.02
RIM - 1027.73
VALVE AND BLOWOFF
ALUM CAPPED IDOT PINS Parcel ID:1227354002Primary Name:Downing Development WP LLCAddress:45 NE CAREFREE LN WAUKEEParcel ID:1227355001
Primary Name:Gold Standard Schools Real Est
Address:80 NE CAREFREE LN WAUKEE
Parcel ID:1227352004Primary Name:TKG Iowa Storage LLCAddress:60 NE VENTURE DR WAUKEEParcel ID:1227354004Primary Name:Downing Development WP LLCAddress:85 NE CAREFREE LN WAUKEELOT 2ENTERPRISE BUSINESS PARK PLAT 2BOOK 1999 PAGE 12656PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ^d,/<DEZKභth< ͕/ϱϬϮϲϵSHEET DATES
ISSUE DATE
REVISIONS
UTILITY PLAN
JULY 1, 2016
OH EL OH EL OH EL OH EL OH EL OH EL GASFOFOFOFOFOFO
FOUG ELUG EL
UG EL UG EL UG EL UG EL UG EL UG EL UG EL1
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////////////////////////////////////////////////////////////////////////15' STREET
EASEMENT
BOOK 1999
PAGE 12656
30' PUBLIC UTILITY EASEMENT
FROM BOOK 2001 PAGE 6389
20' US WEST EASEMENT (NOW CENTURY LINK)
BOOK 702 PAGE 22, BOOK 706 PAGE 194
BOOK 781 PAGE 676 6
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LOT 3ENTERPRISE BUSINESS PARK PLAT 1BOOK 798 PAGE 38231.0'NE CAREFREE LANEPUBLIC, CONCRETERIM - 1026.86
RIM - 1027.69
FLN - 1014.51
RIM - 1026.19
FL - 1021.02
RIM - 1027.73
VALVE AND BLOWOFF
ALUM CAPPED IDOT PINS
BUILDING
BUILDING
Parcel ID:1227354002Primary Name:Downing Development WP LLCAddress:45 NE CAREFREE LN WAUKEEParcel ID:1227355001
Primary Name:Gold Standard Schools Real Est
Address:80 NE CAREFREE LN WAUKEE
Parcel ID:1227352004Primary Name:TKG Iowa Storage LLCAddress:60 NE VENTURE DR WAUKEEParcel ID:1227354004Primary Name:Downing Development WP LLCAddress:85 NE CAREFREE LN WAUKEELOT 2ENTERPRISE BUSINESS PARK PLAT 2BOOK 1999 PAGE 1265620.0'
PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ^d,/<DEZKභth< ͕/ϱϬϮϲϵSHEET DATES
ISSUE DATE
REVISIONS
LANDSCAPE PLAN
JULY 1, 2016
PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ^d,/<DEZKභth< ͕/ϱϬϮϲϵSHEET DATES
ISSUE DATE
REVISIONS
SITE DEVELOPMENT
DETAILS
JULY 1, 2016
PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ^d,/<DEZKභth< ͕/ϱϬϮϲϵPROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ^d,/<DEZKභth< ͕/ϱϬϮϲϵCL
FACE OF CURB
EVOLUTION PORTAL
(CLEARANCE BAR),
SEE THIS SHEET FOR DETAILS.
6" CONCRETE BOLLARD.
SEE DETAIL.CL
CL
SHEET DATES
ISSUE DATE
REVISIONS
TACO BELL CORPORATE
DETAILS
JULY 1, 2016
CL
CL
CL
CL
CL
NOTES
1.CENTERLINE OF CANOPY FOOTING MUST BE WITHIN
18" OF FACE OF CURB.
2.ALL AREAS OF THE MB MUST BE VISIBLE TO DRIVER
LOCATED AT OCB. ASSUME DRIVERS LOCATION IS
24" FROM FACE OF CURB, CENTERED ON OCB.
3.CENTER OF MB TO BE 9'-0" TO 12'-0" FROM DRIVERS
POINT OF VIEW.
Delphi
HyperActive
Texas Digital
*10'-6"
CL
*LF ALONG FACE OF CURB
CL
CL
V-349
1
WALK-UP ELEVATION MATERIAL PERCENTAGES
TOTAL AREA = 1,571 S.F.
GLASS AND DOORS = 259 S.F.
NET FACADE AREA = 1,571 - 259 = 1,312 S.F.
METAL PANEL = 33 S.F./1,312 = 3%
BRICK = 792 S.F./1,312 = 60%
CEMENT BOARD SIDING = 487 S.F./1,312 = 37%
BUILDING SIGNS N.T.S.F SIGN SCHEDULE C
WALK-UP ELEVATION 1/4"=1'-0"A
GENERAL NOTES E
KEY NOTES DEXTERIOR FINISH SCHEDULE G
SIGN AREA = 22.2 SF4'-634"4'-101
2"
INTERNALLY ILLUMINATED SIGN
4 9
5
11 4
17
7 15
ITEM DESCRIPTIONQTY ELEC
V-349 1 TACO BELL LETTERS 12" HIGH, WHITE, FLAT FACED X
V-322 1 TACO BELL 'BELL' SIGN 4'-10 1/2"W x 4'-6 3/4"H X
V-XXX
10
6A
1
NOTE: SIGNAGE UNDER SEPARATE PERMIT
KEY:
DOOR NUMBERS - SEE SHEET A1.1.
WINDOW NUMBERS - SEE SHEET A1.11
GENERAL NOTES:
1.ALL ROOF TOP MECHANICAL EQUIPMENT IS SHIELDED FROM VIEW BY THE PARAPET
WALLS.
2.ALL LIGHTING SHALL BE DIRECTED DOWNWARD.
SEALERS:
1.PROVIDE SEALANT AT ALL WALL AND ROOF PENETRATIONS.
2.PROVIDE SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO
NOT SEAL SILL AT WINDOWS.
3.APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING AND CANOPY.
NOTE:
NO EXTERIOR SIGNS ARE WITHIN THE SCOPE OF WORK COVERED BY THE BUILDING
PERMIT APPLICATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING THE INSTALLATION OF ALL EXTERIOR SIGNS AND INSTALLATION OF
REQUIRED BLOCKING AND ELECTRICAL CONNECTIONS FOR FINAL APPROVED
SIGNS.
131
83
77
19
SIGN AREA = 14.5 SF
6'-41
8"2'-338"BUILDING SIGNAGE.
DRIVE THRU WINDOW - REFER TO SHEET A1.1.
DASHED LINE INDICATES ROOF BEYOND.
DASHED BOX INDICATES AREA OF PAINTED WALL MURAL.
GAS SERVICE - DO NOT PAINT.
ELECTRICAL SWITCH GEAR AND METER - PAINT TO MATCH "NOVABRIK".
COORDINATE LOCATION WITH LOCAL UTILITY COMPANY.
HOLLOW METAL DOOR - PAINT TO MATCH "NOVABRIK".
GOOSENECK LAMP. (CENTER OF BRACKET AT 14'-0" A.F.F.).
NOT USED.
CONCRETE CURB - REFER TO CIVIL DRAWINGS.
ALUMINUM TRIM - COLOR TO MATCH STOREFRONT.
STEEL BOLLARD WITH PLASTIC SLEEVE - SEE CIVIL DRAWINGS.
HOSE BIBB LOCATION - REFER TO PLUMBING AND DETAIL 8/A6.2.
DARK BRONZE ANODIZED ALUMINUM 12" HIGH ADDRESS NUMBERS ON THE
ADDRESS SIDE OF THE BUILDING. ADDRESS SHALL BE VISIBLE FROM THE STREET.
RECESSED CO2 FILL BOX @ 42" A.F.F. - CONFIRM ALL REQUIREMENTS WITH CO2
SUPPLIER - SEE DETAIL 9/A6.2.
NOT USED.
ROOF TOP EQUIPMENT BEYOND.
LAMB'S TONGUE ROOF OVERFLOW.
KNOX BOX. COORDINATE LOCATION WITH LOCAL FIRE INSPECTOR.
NOT USED.
HANDICAP PARKING SIGN, VERIFY LOCATION WITH HANDICAP PARKING STALLS.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
TYP.
21
2121
AREA COLOR/NOTESSYMBOLMANUFACTURER
WESTERN STATES
METAL ROOFING
CONCRETE FILLED STEEL PIPE BOLLARD SEE CIVIL DRAWINGS
PLASTIC SLEEVE
1 WALL MURAL THIS STUFF WORKS TSW8 ACRYLI-MASTER GRAFFITI RESISTANT COATING
2 METAL PANELS 18" A606-4 "RUSTWALL" PANELS
3 PREFINISHED METAL PARAPET CAP (TOWER)
4 BONDERIZED METAL PARAPET CAP (FRONT)(PAINTED BY PAINTER)SHERWIN WILLIAMS SW6832 "IMPULSE PURPLE" EGGSHELL
5 PREFINISHED METAL PARAPET CAP (SIDES)NATURAL WHITE (FACTORY FINISH)
6A MORTARLESS CONCRETE BRICK VENEER NOVA-BRIK SMOOTH FACED - COLOR: MARBLE WHITE
7 CLEAR INSULATING GLASS IN ANODIZED FRAMES CLEAR ANODIZED ALUMINUM FRAMES
8
IDEAL SHIELD D.O.T. YELLOW - 1/4" THICK PLASTIC COVER
9 FIBER CEMENT BOARD ROUGH SAWN, "SMOKE"
10 CORRUGATED METAL AWNING ROOF BERRIDGE S-DECK PREWEATHERED GALVALUME
11 FIBER CEMENT BOARD NICHIHAOWNERSUPPLIEDG.C.INSTALLEDX X
X X
X X
X
X
X X
X
X
X X
X X
X X
X X
COMPETITIVELY BID
COMPETITIVELY BID
VINTAGE WOOD, "CEDAR"
EXCEPTIONAL METALS MEDIUM BRONZE
NICHIHA
EXCEPTIONAL METALS
BERRIDGE
5/8" THICK x 18" HIGH x 10'-0" WIDE PANELS
5/8" THICK x 18" HIGH x 10'-0" WIDE PANELS
6B MORTARLESS CONCRETE BRICK VENEER NOVA-BRIK SMOOTH FACED - COLOR: HARVEST BLENDXX
6B
6B6B6A
PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ĂƐƚ,ŝĐŬŵĂŶZŽĂĚභth< ͕/ϱϬϮϲϵSHEET DATES
ISSUE DATE
REVISIONS
A4.0
EXTERIOR ELEVATIONS
DRIVE-THRU ELEVATION 1/4"=1'-0"A
REAR ELEVATION 1/4" = 1'-0"BFRONT ELEVATION 1/4" = 1'-0"C
17 3
6B
5 812
2
3
17
9
18
10
10
10
5
4
3
14
10
6
11
TYP.
6A 6B
6B 6A
PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϵϱ ĂƐƚ,ŝĐŬŵĂŶZŽĂĚභth< ͕/ϱϬϮϲϵSHEET DATES
ISSUE DATE
REVISIONS
A4.1
EXTERIOR ELEVATIONS
E
A5.1
D
A5.0
A
A5.0
K
A5.2
C
A5.0
B
A5.0
A
A5.0
A
A5.0
VERIFY NORTH ARROW
J
A5.2
SIM.
SIM.
F
A5.1
G
A5.1
H
A5.1
FLOOR PLAN 1/4"=1'-0"A
KEY NOTES BFLOOR PLAN NOTES D
WOMEN
MEN
PASSAGE
OFFICE
FREEZERCOOLER
PREP
3
DRIVE-THRU
A8.0
2
1
4
3
7
TB COOK
CUSTOMER
2'-8"4'-5"7'-312"8'-1"A
B
C
D
E
F
12 11 10 9 8 7 6 5 4 3 2 1
1'-1012"
78'-0"17'-1112"2'-812"105'-8"7
SERVING
ROUGH OPENINGS ARE NOT
NECESSARILY TO STUD. SEE
DETAILS ON SHEET A6.1 FOR
R.O. LOCATIONS.85'-4"4'-113 4"
79'-4"
6'-312"3'-812"8'-5"6'-9"35'-812"6'-8"11'-512"9'-83 4"
10
10
KITCHEN
UTILITY
511
9
2
A
A8.1
17'-912"
19
1
7
24
6"6"35 8"
HOOD - 8'-4"
WARE
WASHING3'-214"CLEAR
),1,6+',0
(COORD. W/
DECOR SUPPLIER)5'-2"30'-5"8'-3"12'-412"14'-1112"7'-11"6'-1"8'-212"7'-4"18'-712"6'-4"3'-3"8'-55 8"2'-9"3'-7"3'-1"3'-712"
512"
10
10
20
A6.3
17
16
14
15
13
11
10
9
8
7
6
5
4
3
2
1 STARTING POINT. ALL SUB-TRADES SHALL USE THIS POINT AS A BEGINNING LAY-OUT
(INSIDE FACE OF EXT. WALL STUDS.
METAL STUDS REQUIRED, ALL 3 WALLS OF HOOD ALCOVE. USE INTERIOR SOUND -
RATED INSULATION @ WALLS ADJACENT TO RESTROOMS. REFER TO HOOD WALL
DESCRIPTION, THIS SHEET.
PIPE BOLLARD. REFER TO CIVIL DRAWINGS.
NOT USED.
ELECTRICAL MAIN SWITCH BOARD. REFER TO ELECTRICAL DRAWINGS.
CO2 FILL BOX LOCATION.
METAL THRESHOLD.
KEEP CLEAR FOR UTILITIES & SYRUP LINES.
MOP SINK - SEE DETAIL 10/S4.0.
S.S. CORNER GUARD / WALL CAP, TYP. ALL CORNERS IN BACK-OF-HOUSE FROM REAR
WALL TO THE KITCHEN SIDE OF THE SERVICE COUNTER. SEE DETAIL 19/A6.3.
ELECTRICAL PANELS RECESSED IN 2x6 WALL. REFER TO ELECTRICAL DRAWINGS.
"SCHLUTER" STRIP.
39&&+$6(,1:$// $%29( 6(('(7$,/16/A6.3.
A8.2
2
5
A8.3
1
3
1
A8.3
4
A8.2
4A8.35
11
A8.2
10
12
12
DINING - 60 SEATS
6
A8.0 5
1
2
A8.23 9 A8.2
8
7
7
8
A8.0
4
WALL LEGEND E
6A8.3
1'-0"1'-0"714"
512"
512"512"31'-4"512"4"32'-2"5'-4"5'-4"6"512"512"512"ALL DIMENSIONS ARE TO FACE OF STUD U.O.N.
DIMENSIONS NOTED AS "CLEAR" OR "HOLD" ARE MIN. REQ'D. NET CLEARANCE FROM FACE
OF WALL / WAINSCOT FINISH. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INT.
WALL FRAMING.
SEE SHEET A1.1 FOR WINDOW TYPES AND DOOR SCHEDULE.
ALL DOOR AND WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING.
PROVIDE 1/2" THICK CEMENTITIOUS BD. FROM FLOOR SLAB TO 12" A.F.F. MIN. IN LIEU OF
GYP. BD. AT ALL WALLS EXCEPT SHEARWALL SURFACES, U.O.N.
ALL JOINTS, GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL
BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS.
ALL BACK OF HOUSE AND OFFICE WALLS SHALL HAVE 15/32" APA RATED SHEATHING,
U.O.N.
SEE A2.0 FOR SEATING PLAN AND DETAILS.
SEE A7.0 FOR FLOOR FINISHES.
SEE A8.0 - A8.3 FOR WALL FINISHES.
SEE A7.1 FOR CEILING FINISHES.
PROVIDE THREE FIRE EXTINGUISHERS - 4A60BC - TO COMPLY WITH
LOCAL FIRE CODE. LOCATE PER DIRECTION OF FIRE MARSHALL OR LOCAL AUTHORIZING
AGENT.
DRAWINGS ARE BASED UPON WOOD FRAMING. UTILIZATION OF METAL STUDS ON
NON-BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE.
ALL PENETRATIONS THROUGH EXTERIOR WALLS SHALL BE SEALED.
DIMENSIONS:
A.
B.
WINDOWS / DOORS:
A.
B.
FINISH SUBSTRATES:
A.
B.
C.
DECOR:
A.
B.
C.
D.
GENERAL:
A.
B.
C.
1
CLOSET 5'-0"2'-412"18
18
512"
10
19
A6.36"312"2'-0"10
312"312"312"312"312"512"312"1"
12"
512"312"312"312"312"
312"512"3'-2"CLEARDRY STOR.
6
312"6'-9"512"3'-1012"312"
18
A6.36'-3"23'-612"
19
10
10
2
A6.3
TYP. INT. WALL
13
6
14
20
20
21
1'-6"
21
22
22
3'-10"512"5'-4"5'-4"5'-4"6"6"6"21'-112"
1
5'-514"6"1'-5"
512"
1012"512"512"6"6"x6" HORIZONTAL OPENING FOR SYRUP TUBES. COORDINATE WALL
PENETRATION WITH COUNTER INSTALLER. SEAL CHASE TO COUNTER.
SEE 16/A6.3.
NOT USED.
NOT USED.
NOT USED.
ROOF LADDER - SEE DETAIL 16/A6.0.
KNOX BOX TO BE MEDECO BIAXIAL LEVEL 7 OR EQUAL. COORDINATE
LOCATION WITH LOCAL FIRE INSPECTOR.
F.R.P. WALL FINISH OVER 15/32" APA RATED SHEATHING.
EXTEND STAINLESS STEEL 18" FROM EDGE OF HOOD.
REFER TO DETAIL 1/P6.0 FOR RAISED CONCRETE WATER HEATER PAD IN
THIS LOCATION WHEN A TANK-TYPE WATER HEATER IS USED.
NOT USED.
LINE OF CANOPY ABOVE.
CONCRETE PATIO.
WOOD TRUSS WARNING SIGN TO BE PROVIDED BY OWNER. VERIFY SIGN
REQUIREMENTS AND LOCATION WITH FIRE CODE OFFICIAL.
23
24
25
25
2
4
23'-114"
4'-012"
7'-8"
247'-8"4'-0"24'-6"6"13'-0"24'-0"8'-2"5
A6.2
15
A6.2
6'-4"
5'-1012"
34'-4"43'-8"
34'-114"
34'-63 4"
3
6
A6.2
5'-4"5'-1"5'-1"6"5'-1"
DRY DUAL PRODUCTION LINE
TYPICAL INTERIOR WALL:
2x4 WD STUDS AT 16" O.C. (2x6, 2x8 OR 2x10 WHERE NOTED).
FRONT OF HOUSE: W/ 1/2" GYP. BD. SUBSTRATE U.O.N. USE
MOISTURE RESISTANT GYP. BD. BEHIND ALL CERAMIC WALL
TILE U.O.N.
BACK OF HOUSE: 15/32" APA RATED SHEATHING
INTERIOR SOUND-RATED WALL:
CONSTRUCT TYPICAL INTERIOR WALL W/ UNFACED
FIBERGLASS BATT INSULATION TO FILL STUD CAVITY.
HOODWALL:
20 GAGE STAINLESS STEEL PANEL OVER 1/2" CEMENT
BOARD OVER 6" METAL STUDS @ 16" O.C. PANEL TO
COVER ENTIRE WALL FROM 18" ABOVE TOP OF HOOD DOWN
TO TOP OF BASE TILE. PANEL TO EXTEND 18" BEYOND
EACH SIDE OF HOOD. NO EXPOSED
SCREWS/ATTACHMENTS. REFER TO DETAILS ON SHEET
M3.0.
DASHED LINE INDICATES SUBSTRATE LOCATION.
ALL WALLS SHALL BE AS INDICATED EXCEPT FROM TOP OF
SLAB TO 12" ABOVE SLAB SHALL BE 1/2" CEMENT BOARD,
U.O.N. THIS NOTE DOES NOT APPLY TO EXTERIOR FACE OF
EXTERIOR WALLS, AND PLYWOOD SHEAR CONDITIONS.
EXTERIOR WALL WITH SIDING:
"HARDIEPLANK" LAP SIDING OVER
-"TYVEK COMMERCIAL WRAP" WEATHER BARRIER OVER
-15/32" EXPOSURE 1, APA RATED SHEATHING OVER
-2X6 WD STUDS (VERIFY SIZE WITH PLAN) AT 16" 0.C. OVER
-R-21 KRAFT-FACED FIBERGLASS BATT INSULATION U.O.N.
(USE FSK-25 FLAME-RESISTANT FIBERGLASS BATT INSULATION
WHERE EXPOSED TO THE INTERIOR OF THE BLDG.)
INTERIOR SURFACES:
-1/2" GWB @ DINING ROOM U.O.N. OR
-15/32" APA RATED SHEATHING @ B.O.H. & OFFICE OR
-1/2" MOISTURE RESISTANT GWB @ RESTROOM WALLS
(SEE STRUCTURAL DRAWINGS FOR SHEAR WALL MATERIAL AND
NAILING REQUIREMENTS. IF STRUCTURAL WOOD SHEATHING
OCCURS, GYPSUM BOARD AND OTHER FINISHES SHALL BE
APPLIED OVER STRUCTURAL WOOD SHEATHING.)
EXTERIOR WALL WITH NOVABRIK:
"NOVABRIK" OVER
1x3 TREATED FURRING STRIPS @ 16" O.C. OVER
-"TYVEK COMMERCIAL WRAP" WEATHER BARRIER OVER
-15/32" EXPOSURE 1, APA RATED SHEATHING OVER
-2X6 WD STUDS (VERIFY SIZE WITH PLAN) AT 16" 0.C. OVER
-R-21 KRAFT-FACED FIBERGLASS BATT INSULATION U.O.N.
(USE FSK-25 FLAME-RESISTANT FIBERGLASS BATT INSULATION
WHERE EXPOSED TO THE INTERIOR OF THE BLDG.)
TYPICAL INTERIOR SHEARWALL:
-2x6 OR 2x8 WD STUDS AT 16" O.C.
-15/32" APA RATED SHEATHING EA. SIDE
-1/2" GYP. BD. SUBSTRATE EA. SIDE
-UNFACED FIBERGLASS BATT INSULATION TO FILL STUD
CAVITY AT RESTROOM WALLS
4'-113 4"
14'-0"
19
A6.2
2'-4"
11
A6.2
26
26
26
7
A6.2
7
A6.2
20
A6.3
4A PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϰϬE Z &Z >E භth< ͕/ϱϬϮϲϵNOT FOR CONSTRUCTIONPRELIMINARY DATES
A1.0
FLOOR PLAN
MAY 17, 2016
MAY 31, 2016
JUN. 8, 2016
H
H
H
H
E
A5.1
D
A5.0
A
A5.0
K
A5.2
C
A5.0
B
A5.0
A
A5.0
A
A5.0
VERIFY NORTH ARROW
J
A5.2
SIM.
SIM.
F
A5.1
G
A5.1
H
A5.1
A
B
C
D
E
F
12 11 10 9 8 7 6 5 4 3 2 1
EQUIPMENT & SEATING PLAN 1/4"=1'-0"A
1
2
3
4
5
6
7
8
KEYNOTES BGENERAL NOTES C
HOOD FIRE SUPPRESSION SYSTEM (ANSUL R-102) ABOVE CEILING.
SEE SHEET A1.1 FOR SECURITY DOOR PACKAGE.
30" x 48" CLEAR FLOOR SPACE FOR HANDICAP ACCESS.
PULL STATION @ 3'-8" A.F.F.
GAS LINE DOWN TO EQUIPMENT.
SWITCHGEAR / ELECTRIC PANELS.
NOT USED.
COORDINATE LOCATION OF HORIZ PVC SYRUP CHASE THROUGH WALL
TO COUNTER.
9 ART.SEE INTERIOR ELEVATIONS FOR DETAILS.
ARTWORK SCHEDULE D
K-210
N-698
B-241
B-251
B-290
B-405
P-452
P-673
S-005
S-065
C-203 C-240
(2)
(2 EA)
(2 EA)
P-332
S-489
S-453
S-460
(2)
U-250
S-276A
B-140
U-100
S-600
S-274A U-024
U-061
U-121
S-511
S-530
8
S-570
S-481
U-152
F-090
U-250
F-160
U-070
(2 EA.)
S-570
S-511
S-533
R-901
K-380
P-417
C-400C-100
C-502
C-011
C-502
K-221
N-040
B-405
S-580
B-215
L-150
2
W-075
U-070
U-100
U-121
U-152
F-160
K-490
(2 EA.)
S-481
L-010
B-405
B-241
B-251
B-290
B-405
N-0533'-1"3'-11"
3'-0" MIN.3'-2"7
1
N-071
K-604
B-405
6
K-431
K-606
S-309
3
F-270
N-130
N-171
B-400
B-599
N-053
F-090
K-604
U-251
K-603
P-550
B-241
B-251
B-290
B-405
N-053
S-543
F-030
K-612
U-061
B-600
B-601
K-606
K-604K-604K-604 K-606K-603K-606S-005
K-602
K-619
K-603
K-603
A
A8.1
S-547
S-254
U-250
U-251
C-203
N-133
N-133
N-133
U-250
U-238
U-238
U-238
4
4
S-023
S-024
S-600
S-550
S-540
S-592
3'-6"
10 NOT USED. TRAVEL DISTANCE8'-0"13'-8"4'-10"
18'-6"
K-420
S-201
11 ALL SHELVING IN THE COOLER/FREEZER SHALL BE 4 TIER WITH A
DOUBLED UP BOTTOM SHELF.
11 11
NOT USED ENOT USED F
F-505
D1
D5D5
D5 D5
D5
D5
D5 D5 D5
D5
D5
D5
D6 D6 D6
D6
D6 D6 D6 D6 D6
D6
D6D6
D7
D8
D4
60 SEATS
TOTAL
D5
D5
D5
D5
D6
D6
D6
D6
D6
44"
MIN.44"MIN.44"
MIN.44"MIN.4
4 4
H. - DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS.
- SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE.
DECOR
1.
2.
3.
- SYMBOL DENOTES NUMBER OF SEATS.
4.GX
5.DX
- SYMBOL DENOTES ARTWORK - SEE SHEET A2.1
AND SHEET A8.0 FOR LOCATIONS.
- SYMBOL DENOTES SEATING PACKAGE - SEE SHEET A2.1.
D10
D11
K-653SK-619S
K-624S
K-624S
K-SP K-624SK-606SK-653SK-624S
K-619S
S-546
S-544
S-544
D2
D2
D9
D3
D3
G17G16G13G14
X QTY.ITEM REMARKS
1 SEE A8.0 FOR LOCATION
1 SEE A8.0 FOR LOCATION
1 SEE A8.0 FOR LOCATION
1 SEE A8.0 FOR LOCATION
SEE A8.0 FOR LOCATION
1 XXXXXXXX SEE A8.0 FOR LOCATION
G13
1 SEE A8.0 FOR LOCATIONG14
1 SEE A8.0 FOR LOCATIONG16
1 SEE A8.0 FOR LOCATIONG17
XXXXXXXX
XXXXXXXX
XXXXXXXX
XXXXXXXX
XXXXXXXX
XXXXXXXX
XXXXXXXX
9 9 9 9
9
9
12 FIRE SPRINKLER RISER.
12 13
13 WATER METER.
PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϰϬE Z &Z >E භth< ͕/ϱϬϮϲϵNOT FOR CONSTRUCTIONPRELIMINARY DATES
A2.0
EQUIPMENT & SEATING
PLAN
MAY 31, 2016
JUN. 8, 2016
PROJECT NUMBER
PROFESSIONAL SEAL
2016 EXCEL ENGINEERING, INC.
SHEET NUMBER
SHEET INFORMATION
PROJECT INFORMATION
1607590
PROPOSED BUILDING FOR:TACO BELLϰϬE Z &Z >E භth< ͕/ϱϬϮϲϵNOT FOR CONSTRUCTIONPRELIMINARY DATES
A4.2
COLOR ELEVATIONS
MAY 17, 2016
MAY 31, 2016
JUN. 8, 2016