Loading...
HomeMy WebLinkAbout2025-10-20 I09 Panda Express_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: October 20, 2025 AGENDA ITEM: Consideration of approval of resolution approving a site plan for Panda Express (910 E Hickman Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a commercial building, located south of Hickman Road and west of SE Alice’s Road, containing 1.09-acres. The site plan includes the construction of a single-story restaurant building for Panda Express. The building is 2,700 square feet in area and about 23-feet in height. The site includes two drive-through lanes located along the south and east sides of the building. A trash enclosure is proposed just south of the building. Two accesses will be provided into the site off of the public street, SE Archer Avenue. There will also be shared access drives into the overall development to the east. A total of 41 parking spaces are required and they are providing 54 spaces, including 3 accessible spaces. They are also providing the required number of queuing spaces as well. A five-foot-wide public sidewalk will be installed along the west side of the site. A pedestrian connection will be provided into the site from the proposed sidewalk. The proposed pedestrian connection will continue along the north side of the site and continue east to the adjacent property to the east. This sidewalk continues east throughout the overall development. Public utilities are provided to the site. Storm water detention will be provided with a detention basin located along the north side of the site. A minimum of 20% of the site is required to be open space, they are providing 34%. They are providing the required amount of plantings. The building elevations are proposed to be constructed mostly of stone, stucco, and composite cladding. The trash enclosure will be constructed of stone and stucco to match the building. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on October 14, 2025, and recommended approval: I9 Approval of a Site Plan for Panda Express (910 E Hickman Road) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for a commercial building, as requested by Hurd Waukee 2 LLC/Panda Express Inc., represented by Maria Almazon, Heights Venture Architecture + Design. The property is generally located south of Hickman Road and west of SE Alice’s Road, containing approximately 1.09 acres, and was platted as part of Waukee Market Place Plat 1 in 2017. This is the only undeveloped lot remaining within that development. The project includes the construction of a single-story restaurant building for Panda Express. The building is 2,700 square feet in area and about 23-feet in height. The site includes two drive-through lanes located along the south and east sides of the building. A trash enclosure is proposed just south of the building. Two accesses will be provided to the site immediately from SE Archer Avenue. There will also be two shared access drives into the overall Waukee Market Place development to the east. One drive is located along the north side of the site, and one drive is located along the south side of the site. A five- foot wide public sidewalk will be installed along the west side of the site, adjacent to SE Archer Avenue. A pedestrian connection will be provided onto the site from the proposed sidewalk. The proposed pedestrian connection into the site will continue along the north side of the site and continue east to the adjacent property to the east. This sidewalk continues east throughout the overall development. A total of 41 parking spaces are required for the proposed site plan. The total amount of parking proposed is 54 spaces including 3 accessible stalls. The required number of queuing spaces are being provided as well. This site will be serviced by public utilities. Storm water detention is provided with a detention basin located along the north side of the site. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 34%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. The elevations of the building are proposed to be constructed mostly of stone, stucco, and composite cladding. The trash enclosure will be constructed of stone and stucco to match the building. The photometric plan complies with the requirements of the Site Plan Ordinance. The comprehensive plan classifies the subject property as Community Commercial. The Community Commercial classification provides a variety of goods and services to serve the community and are typically located along minor or major arterials. The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for Panda Express subject to remaining staff comments Discussion as follows: • General discussion of drive through location Motion by Commissioner Lohse for Approval of a Site Plan for Panda Express (910 E Hickman Rd), seconded by Commissioner Broderick. Ayes: Broderick, Beenken, Lohse, and Tuel. Nays: None. Motion carried. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2025- APPROVING THE SITE PLAN FOR PANDA EXPRESS (910 E HICKMAN ROAD) 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 Panda Express, subject to remaining staff comments on October 14, 2025; AND, WHEREAS, the Site Plan for Panda Express is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Panda Express is in general conformance with §161 – 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 20th day of October, 2025, that the Site Plan for Panda Express is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Panda Express – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: October 9, 2025 MEETING DATE: October 14, 2025 GENERAL INFORMATION Owner: Hurd Waukee 2 LLC Applicant: Panda Express, Inc. Owner’s Representative: Maria Almazan, Heights Venture Architecture + Design Request: The applicant is requesting approval of a site plan for a commercial building. Location and Size: Property is generally located south of Hickman Road and west of SE Alice’s Road, containing approximately 1.09 acres. Property Address: 910 E Hickman Road AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in RED). October 9, 2025 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Community Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) North Commercial (Prairie Crossing Development) Mixed Use C-1B (Large Scale Commercial District) South Vacant – Undeveloped Community Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) East AutoZone (Commercial) Mixed Use M-1 (Light Industrial District) West Single-Family Residential Single Family Residential R-2 (One and Two-Family Residential District) HISTORY The subject property was platted as part of Waukee Market Place Plat 1 in 2017. This is the only undeveloped lot remaining within that development. PROJECT DESCRIPTION The project includes the construction of a single-story restaurant building for Panda Express. The building is 2,700 square feet in area and about 23-feet in height. The site includes two drive-through lanes located along the south and east sides of the building. A trash enclosure is proposed just south of the building. ACCESS AND PARKING Two accesses will be provided into the site immediately off of SE Archer Avenue. There will also be two shared access drives into the overall Waukee Market Place development to the east. One drive is located along the north side of the site and one drive is located along the south side of the site. A five-foot wide public sidewalk will be installed along the west side of the site, adjacent to SE Archer Avenue. A pedestrian connection will be provided into the site from the proposed sidewalk. The proposed pedestrian connection into the site will continue along the north side of the site and continue east to the adjacent property to the east. This sidewalk continues east throughout the overall development. A total of 41 parking spaces are required for the proposed site plan. The total amount of parking proposed is 54 spaces including 3 accessible stalls. The required number of queuing spaces are being provided as well. UTILITIES This site will be serviced with public utilities. Storm water detention is provided with a detention basin located along the north side of the site. October 9, 2025 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 34%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. ELEVATIONS The elevations of the building are proposed to be constructed mostly of stone, stucco, and composite cladding. The trash enclosure will be constructed of stone and stucco to match the building. PHOTOMETRIC PLAN A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Community Commercial. The Community Commercial classification provides a variety of goods and services to serve the community and are typically located along minor or major arterials. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for Panda Express subject to remaining staff comments. 2,700 SQ FT FFE: 1039.80' T STOP STOP ST O P ST O P STOP 4' SE A R C H E R A V E . rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 PREPARED FOR:PREPARED BY: PANDA EXPRESS, INC. 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 PHONE: 626.799.9898 FAX: 626.372.8288 TITLENO. SHEET INDEX PL A N N I N G S U B M I T T A L C06.2 C06.1 C06.0 C05.1 C05.0 C04.0 C03.2 C03.0 C01.1 C01.0 CIVIL COVER SHEET GENERAL NOTES SITE PLAN STAKING PLAN HARDSCAPE DETAILS UTILITY DETAILS GRADING DETAIL PLAN EROSION CONTROL NOTES GRADING PLAN EROSION CONTROL PLAN EROSION CONTROL DETAILS C03.1 C04.1 UTILITY PLAN C04.3 C03.3 HARDSCAPE DETAILS C04.2 BUILDING UTILITY PLAN CURRENT OWNER DEVELOPER CIVIL ENGINEER LAND SURVEYOR SITE LIGHTING MUNICIPAL WATER AGENCYMUNICIPAL SANITARY SEWER AGENCY GAS ELECTRIC TELE/DATA PROJECT CONTACTS LANDSCAPE ARCHITECT SIGNAGE PANDA EXPRESS, INC. 1683 WALNUT GROVE AVE. ROSEMEAD, CALIFORNIA 91770 PHONE: (626) 799-9898 FAX: (626) 372-8288 FIRE MEP ARCHITECT DES MOINES METROPOLITY WATER RECLAMATION AUTHORITY 3000 VANDALIA RD. DES MOINES, IA 50317 JAMES BECK - WASTEWATER ENGINEERING MANAGER PHONE: 515.323.8055 EMAIL: JPBECK@DMGOV.ORG TIM ROYER PHONE: 515.323.8000 EMAIL: TROYER@WAUKEE.ORG CITY OF WAUKEE COMMUNITY DEVELOPMENT 204 W HICKMAN RD. WAUKEE, IA 50263 KEITH RASH - BUILDING OFFICIAL PHONE 515.978.7893 EMAIL: KRASH@WAUKEE.ORG MIDAMERICAN ENERGY COMPANY P.O. BOX 657 DES MOINES, IA 50306 PHONE 515.252.6972 PHONE 888.427.5632 ALEXANDER HOLM - CONSTRUCTION PROJ. SPECIALIST EMAIL: ALEXANDER.HOLM@MIDAMERICAN.COM THE WAUKEE FIRE DEPARTMENT 1300 SE L.A. GRANT PARKWAY WAUKEE, IA 50263 FIRE MARSHALL JUSTIN FREDERICK PHONE: 515.978.7982 EMAIL: JFREDERICK@WAUKEE.ORG SITE PLAN- PANDA EXPRESS: NOT FOR CONSTRUCTION 910 E HICKMAN RD WAUKEE, IA 50263 STORE D37485 OVERALL SITE PLAN RTM ENGINEERING ASSOCIATES 1933 N MEACHAM ROAD, SUITE 700 SCHAUMBURG, IL 60173 PHONE 847.756.4180 ATTN: MAGGIE MOTTO, PE, MAGGIE.MOTTO@RTMASSOCIATES.COM HEIGHTS VENTURE ARCHITECTURE DESIGN 1111 NORTH LOOP WEST, SUITE 800 HOUSTON, TEXAS 77008 PHONE 713.869.1103 ATTN: ERIC J. ABELN, AIA, NCARB AND PHILLIP MEADOR, PHILLIP.MEADOR@HVA.CC MUNICIPAL PLANNING & ZONING MUNICIPAL BUILDING MUNICIPAL ENGINEERING GREAT PLAINS SURVEY, INC. 407 SYCAMOR ST. LA PORTE CITY, IOWA 50651 PHONE 319.342.4774 FAX 319.642.5775 ATTN: JEFFREY R. HUTTON REGISTERED LAND SURVEYOR No. 17929 HURD REAL ESTATE SERVICES RICHIE HURD 5959 VILLAGE VIEW DRIVE, 2ND FLOOR WEST DES MOINES, IOWA 50266 PHONE: (515) 778-1009 EMAIL: RICHIE.HURD@HURDREALTY.COM C02.0 DEMOLITION PLAN MIDAMERICAN ENERGY COMPANY P.O. BOX 657 DES MOINES, IA 50306 PHONE 515.252.6972 PHONE 888.427.5632 REGIONAL MAP LOCATION MAP WAUKEE, IA N.T.S. WAUKEE, IA N.T.S. SITE LOCATION SITE LOCATION LEGAL DESCRIPTION LOT 1 IN WAUKEE MARKET PLACE PLAT 1, DALLAS COUNTY, IOWA, EXCEPT THAT PART TAKEN BY CONDEMNATION IN BOOK 2024, PAGE 00218. CONTAINING 1.25 ACRES, MORE OR LESS. BENCHMARKS BASIS OF BEARING FLOODPLAIN STATEMENT THIS PROPERTY IS LOCATED IN FLOOD ZONE "X" PER F.I.R.M. MAP 31055C0325H, EFFECTIVE 12/02/2005. ZONE X IS DEFINED AS AREA OF MINIMAL FLOOD HAZARD. CAUTION NOTICE 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND / OR FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INCURRING ANY CONSTRUCTION RELATED COSTS. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING, OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. 3.ADDITIONAL OR FEWER UTILITIES MAY EXIST THAN SHOWN. GENERAL NOTES 1.CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL INFORMATION FOR FINAL ACCEPTANCE OF WORK BY ALL FEDERAL, STATE, LOCAL, ETC. AGENCIES OR JURISDICTIONS HAVING APPROVAL AUTHORITY OVER WORK. THIS WORK INCLUDES BUT IS NOT LIMITED TO RECORD DRAWINGS, CERTIFICATIONS, INSPECTIONS AND OR REPORTS. 2.SURVEYOR TO OBTAIN CAD FILE FROM ENGINEER AND VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR SHALL VERIFY ALL BENCHMARK, BASIS OF BEARINGS AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY SHALL BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. 3.CONTRACTOR SHALL COORDINATE WORK WITH UTILITY COMPANIES AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK 4.PROPOSED IMPROVEMENTS SHOWN ON THESE PLAN ARE BASED UPON THE PROPOSED IMPROVEMENTS BY OTHERS. PRIOR TO STAKING SURVEYOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL IMPROVEMENTS BY OTHERS AT TIE IN LOCATIONS. VERIFICATION SHALL BE BY LOCATING THE IMPROVEMENTS IN THE FIELD AND / OR CONFIRMING THE HORIZONTAL AND VERTICAL CONTROL OF THE LATEST PLANS BY OTHERS MATCHES THE PROPOSED IMPROVEMENTS. 5.SURVEY PREPARED BY GREAT PLAINS SURVEY, INC. DATED 04/29/2025. BASIS OF ELEVATIONS 1.THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY BY TERRACON CONSULTANTS, INC. DATED XX-XX-2025 AND ANY SUBSEQUENT ADDENDUMS IS CONSIDERED PART OF THE CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE REPORT'S RECOMMENDATIONS AND FINDINGS WITH THE OWNER, ENGINEER AND ARCHITECT PRIOR TO CONSTRUCTION. IMPLEMENTATION OF THE REPORT'S RECOMMENDATIONS MAY REQUIRE THE CONTRACTOR TO PERFORM ADDITIONAL WORK NOT SHOWN ON THE CIVIL PLANS INCLUDING BUT NOT LIMITED TO EXCAVATION, REMEDIATION, DEWATERING, COMPACTION ETC. 2.CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION OF ALL SIGNAGE WITH OWNER PRIOR TO CONSTRUCTION. 3.CONTRACTOR SHALL COORDINATE AND ADJUST LOCATION OF LOOP DETECTORS TO AVOID UTILITY CONFLICTS PRIOR TO CONSTRUCTION. 4.CONTRACTOR SHALL ENSURE 100% COVERAGE OF ALL LANDSCAPED AREAS WITHIN LIMITS OF WORK, INCLUDING POTENTIAL OFFSITE AREAS. COVERAGE SHALL INCLUDE BOTH LANDSCAPING AND IRRIGATION. PANDA EXPRESS STANDARD NOTES C01.2 SPECIFICATIONS UTILITY DETAILS ALTA/NSPS LAND TITLE SURVEY - PART OF LOT 1, WAUKEE MARKET PLACE PLAT 1, WAUKEE, DALLAS COUNTY, IOWA BY GREAT PLAINS SURVEY, DATED 04/29/2025. WAUKEE WATER DEPARTMENT 805 UNIVERSITY AVE. WAUKEE, IA 50263 TIM ROYER - ASST. PUBLIC WORKS DIRECTOR - OPERATIONS EMAIL: TROYER@WAUKEE.ORG PHONE 515.978.7920 2 PAGE NOTES 1.SITE ACCESS CONTROL INCLUDING SAFETY FENCES AND TRAFFIC CONTROL, ALL CONSTRUCTION MEANS AND METHODS, AND SITE SAFETY ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2.THE CONTRACTORS SHALL NOTIFY ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF THEIR FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF THESE FACILITIES. ALL UTILITIES SHOWN IN THE PLANS ARE FROM RECORDS OR FIELD OBSERVABLE IN FORMATION LOCATED BY SURVEYOR. ANY UTILITY LOCATIONS SHOWN SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. 3.PLANS BASED UPON GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON CONSULTANTS, INC. DATED XX-XX-2025. (PENDING) MUNICIPAL DRAINAGE C03.4 HARDSCAPE DETAILS COVER SHEET C01.0 engineering consultantsengineering consultants 1933 N. MEACHUM ROAD SUITE 700 SCHAUMBURG, IL 60173 Telephone: (847) 756-4180 www.rtmec.com rtmrtm DISTURBED AREA TRIBUTARY REFERENCE PLANS 1.5/8" REBAR W/ RED "CEC CONTROL" CAP NORTHING: 7497165.12 EASTING: 18461467.66 ELEVATION: 1039.29 UNITED STATES NAD83/IaRCS ZONE 8 (AMES - DES MOINES) I-80 NE A L I C E ' S R D I- 3 5 E HICKMAN RD (US-6) E HICKMAN RD (US-6) SE A L I C E ' S R D CITY OF WAUKEE COMMUNITY DEVELOPMENT 204 W HICKMAN RD. WAUKEE, IA 50263 ANDY KASS - COMMUNITY DEVELOPMENT DIRECTOR PHONE 515.978.7897 EMAIL: AKASS@WAUKEE.ORG CITY OF WAUKEE COMMUNITY DEVELOPMENT 204 W HICKMAN RD. WAUKEE, IA 50263 KEITH RASH - BUILDING OFFICIAL PHONE 515.978.7893 EMAIL: KRASH@WAUKEE.ORG CITY OF WAUKEE PUBLIC WORKS - ENGINEERING DEPT. 204 W HICKMAN RD. WAUKEE, IA 50263 SARA KAPPOS - ASST. PUBLIC WORKS DIRECTOR - ENGINEERING PHONE 515.978.7920 EMAIL: SKAPPOS@WAUKEE.ORG CITY OF WAUKEE PUBLIC WORKS - ENGINEERING DEPT. 204 W HICKMAN RD. WAUKEE, IA 50263 SARA KAPPOS - ASST. PUBLIC WORKS DIRECTOR - ENGINEERING PHONE 515.978.7920 EMAIL: SKAPPOS@WAUKEE.ORG 05 - 1 2 - 2 5 5/8" REBAR W/ RED "CEC CONTROL" CAP NORTHING: 7497165.12 EASTING: 18461467.66 ELEVATION: 1039.29 C04.4 UTILITY DETAILS 1 PL A N N I N G R E S U B M I T T A L 08 - 1 8 - 2 5 2 PL A N N I N G R E S U B M I T T A L 09 - 2 4 - 2 5 STORMWATER FACILITY SITE PLANEXH. 1 GENERAL PROVISIONS 1.THE MUNICIPAL AUTHORITY GOVERNING THIS WORK IS THE CITY OF WAUKEE, IOWA. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE LATEST OF THE FOLLOWING SPECIFICATIONS AND CITY GENERAL NOTES. IF A CONFLICT ARISES BETWEEN ANY PROVISION(S) OF THE THESE STANDARDS AND SPECIFICATIONS, THEN THE MOST RESTRICTIVE PROVISION(S) SHALL APPLY. A.IOWA STATEWIDE URBAN DESIGN AND SPECIFICATION 2025 EDITION B.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES C.THE MUNICIPALITY'S CODES, REGULATIONS, ORDINANCES AND STANDARDS - 2025 WAUKEE STANDARD SPECIFICATIONS 3.IN THE EVENT OF CONFLICTS, ERRORS, OR AMBIGUITIES IN THE DOCUMENTS, CLIENT AND OR CONTRACTOR SHALL IMMEDIATELY, AND BEFORE ANY WORK HAS BEGUN OR COSTS INCURRED, REQUEST CLARIFICATION FROM THE ENGINEER. NEITHER CLIENT NOR CONTRACTOR SHALL TAKE ADVANTAGE OF CONFLICTS, ERRORS, OR AMBIGUITIES IN THE DOCUMENTS. THE CONTRACTOR SHALL VISIT THE SITE AND APPRISE THEMSELVES OF ALL EXISTING CONATIONS WHICH MAY IMPACT THEIR WORK. 4.CONTRACTOR SHALL CALL THE MUNICIPALITY FOR UTILITY LOCATIONS 48 HOURS BEFORE EXCAVATING. 5.THE CONTRACTORS SHALL NOTIFY ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF THEIR FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF THESE FACILITIES. ALL UTILITIES SHOWN IN THE PLANS ARE FROM RECORDS OR FIELD OBSERVABLE INFORMATION LOCATED BY SURVEYOR. ANY UTILITY LOCATIONS SHOWN SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. 6.IF ANY EXISTING UTILITIES ARE ENCOUNTERED OR DAMAGED DURING CONSTRUCTION, THEY SHALL BE REPAIRED PROPERLY BY THE CONTRACTOR. IF THEY ARE UTILITIES TO BE ABANDONED, THEY SHALL BE CAPPED, SEALED AND ABANDONED PROPERLY PER THEIR RESPECTIVE OWNER'S CRITERIA. 7.THE MUNICIPALITY SHALL BE NOTIFIED 3 DAYS IN ADVANCE PRIOR TO COMMENCEMENT OF ANY APPROVED CONSTRUCTION ACTIVITY AND TO SCHEDULE ALL REQUIRED INSPECTIONS. THE MUNICIPALITY SHALL HAVE THE AUTHORITY TO INSPECT AND APPROVE OR REJECT THE IMPROVEMENTS SHOWN IN THESE CONTRACT DOCUMENTS. 8.NO CONSTRUCTION PLANS SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "FOR CONSTRUCTION". 9.ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH OSHA REQUIREMENTS, MUNICIPAL REGULATIONS AND STANDARDS, AND SHALL CONFORM IN ALL RESPECTS TO ALL LOCAL, STATE AND FEDERAL LAWS. 10.THE IMPROVEMENTS SHOWN ON THE ENGINEERING PLANS SHALL CONSIST OF FURNISHING ALL LABOR, MATERAL AND EQUIPMENT, ETC. AS NECESSARY TO PERFORM THE WORK INDICATED. WHENEVER THE PERFORMANCE OF WORK IS INDICATED AN NO ITEM IS INCLUDED IN THE CONTRACT FOR PAYMENT THE WORK SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 11.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE SIGNS, BARRICADES, FENCING, TRAFFIC CONTROL DEVICES AND MEASURES, AND ALL OTHER MEASURES THAT ARE NECESSARY TO PROTECT THE SAFETY OF THE SITE AT ALL TIMES. 12.SITE ACCESS CONTROL INCLUDING SAFETY FENCES, AND ALL CONSTRUCTION MEANS AND METHODS AND SITE SAFETY ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 13.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR WHO CONTROLS THE MEANS AND METHODS, AND SEQUENCING OF CONSTRUCTION OPERATIONS. UNDER NO CIRCUMSTANCES SHALL THE INFORMATION PROVIDED HEREON BE INTERPRETED TO MEAN RTM IS ASSUMING RESPONSIBILITY FOR THE CONSTRUCTION SITE SAFETY, OR THE CONTRACTORS ACTIVITIES. SUCH RESPONSIBILITY SHALL NEITHER BE IMPLIED NOR INFERRED. 14.THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL REMOVE AND DISPOSE OF OFFSITE ANY EXCESS DIRT OR MATERIALS. 15.ALL PERMANENT TYPE PAVEMENTS OR PERMANENT IMPROVEMENTS TO BE REMOVED WHICH ABUT THE PROPOSED IMPROVEMENTS SHALL BE FULL DEPTH SAW CUT PRIOR TO REMOVAL. ALL ITEMS SO REMOVED SHALL BE REPLACED WITH SIMILAR CONSTRUCTION MATERIALS TO THEIR ORIGINAL CONDITION OR BETTER. PAYMENT FOR SAW CUTTING SHALL BE INCLUDED IN THE COST FOR REMOVAL OF EACH ITEM. 16.STOCKPILING OF SOIL SHALL BE AT LOCATIONS DESIGNATED BY OWNER'S REPRESENTATIVE. 17.ALL ROADS, SWALES, DRAINAGE STRUCTURES, MANHOLES AND PIPES MUST BE KEPT CLEAN AND FREE OF DIRT, SILT AND DEBRIS AT ALL TIMES. 18.ALL SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE IN PLACE BEFORE THE START OF ANY SITE WORK PER THE APPROVED EROSION CONTROL PLAN. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS BEFORE AND AFTER FINAL INSPECTION, PRIOR TO FINAL ACCEPTANCE BY THE MUNICIPAL ENGINEER. 20.DAMAGED PARKWAY LAWN AREAS SHALL BE RESTORED WITH 8 INCHES OF TOPSOIL AND SOD OR PER LANDSCAPE PLANS. UNLESS NOTED OTHERWISE. 21.ALL EXISTING PUBLIC WAY IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS NEEDED IN ORDER TO COMPLETE THE PROPOSED IMPROVEMENTS. ALL UTILITY ADJUSTMENTS OR RELOCATIONS SHALL BE PERFORMED AS NEEDED IN ORDER TO COMPLETE THE PROPOSED IMPROVEMENTS. THIS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 22.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEASURING, DOCUMENTING AND RECORDING ALL CONSTRUCTION WORK AND SHALL FURNISH THE OWNER, THE ENGINEER AND THE MUNICIPALITY WITH RECORD DRAWINGS UPON COMPLETION OF HIS WORK. 23.THE CONTRACTOR, BY AGREEING TO PERFORM THE WORK, AGREES TO INDEMNIFY AND HOLD HARMLESS THE OWNER, THE ENGINEER, THE MUNICIPALITY, AND ALL AGENTS AND ASSIGNS OF THOSE PARTIES, FROM ALL SUITS AND CLAIMS ARISING OUT OF THE PERFORMANCE OF SAID WORK, AND FURTHER AGREES TO DEFEND OR OTHERWISE PAY ALL LEGAL FEES ARISING OUT OF THE DEFENSE OF SAID PARTIES. 24.CONTRACTOR SHALL PURCHASE AND MAINTAIN FOR THE DURATION OF THE WORK INSURANCE TO PROTECT ENGINEER, OWNER, ALL OF THEIR AGENTS, EMPLOYEES, SUCCESSORS, AND ASSIGNS, MUNICIPALITY, MUNICIPAL OFFICIALS, MUNICIPAL EMPLOYEES, AND MUNICIPAL ENGINEER FROM ANY AND ALL CLAIMS ARISING OUT OF THE CONSTRUCTION OF THE WORK INCLUDING NAMING THEM AS ADDITIONAL INSURED ON THE CONTRACTORS GENERAL LIABILITY POLICY, WHICH SHALL STATE THAT IT IS PRIMARY IN COVERAGE TO ANY INSURANCE CARRIED BY AGENTS, EMPLOYEES, SUCCESSORS, OR ASSIGNS. 25.ALL WORK PERFORMED BY THE CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF FINAL ACCEPTANCE. THIS GUARANTEE SHALL INCLUDE ALL DEFECTS IN MATERIALS AND WORKMANSHIP. PRIOR TO PERFORMING WORK OVER, OR THAT MAY CAUSE DAMAGE TO, EXISTING UTILITIES CONTRACTOR SHALL REACH OUT TO UTILITY OWNER(S) TO OBTAIN ANY ADDITIONAL INSURANCE, PROTECTION OR CONSTRUCTION REQUIREMENTS. ABBREVIATIONS W E S BC = = = = = = CHORD BEARING LENGTH OF CHORD LENGTH OF CURVE RADIUS OF CURVE INTERNAL ANGLE CENTERLINE I R L T L.C. C.B. RIGHT-OF-WAY POINT OF CURVATURE POINT OF TANGENCY POINT OF INTERSECTION TANGENT OF CURVE LENGTH MH CB DI HW FES DIP C&G PROP SSE FF TW BW SY SF CF CY N GSF ASPH D.O.T. CO STD LP TC RCP CMP PVC CL R/W PC PT PI = = = = WEST EAST SOUTH BOTTOM OF CURB FINISH FLOOR ELEVATION MANHOLE CATCH BASIN DROP INLET HOT WATER SUPPLY FLARED END SECTION DUCTILE IRON PIPE CURB AND GUTTER PROPOSED TOP OF WALL BOTTOM OF WALL SQUARE YARD SQUARE FEET CUBIC FEET CUBIC YARD NORTH GROSS SQUARE FEET ASPHALT DEPARTMENT OF TRANSPORTATION GENERAL CLEAN OUT STANDARD LIGHT POLE/FIXTURE TOP OF CURB SANITARY SEWER EASEMENT REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE TYP.TYPICAL = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = LFFE LOWER FINISH FLOOR ELEVATION= =INVERTINV. ELEVATION=EL. = = = RD ROOF DRAIN= CW COLD WATER SUPPLY= DS DOWN SPOUT= GV =FDC FIRE DEPARTMENT CONNECTION FH PIV GATE VALVE FIRE HYDRANT POST INDICATOR VALVE WM WATER METER = = = = LS BFP BACKFLOW PREVENTER TB GT LANDSCAPE THRUST BLOCKING GREASE TRAP IRR IRRIGATION = = = = =EX EXISTING CONC.CONCRETE= W.S. EGL WATER SURFACE ENERGY GRADE LINE HGL HYDRAULIC GRADE LINE = = = W.S.E.WATER SURFACE ELEVATION= YR YEAR= HDPE HIGH DENSITY POLYETHYLENE= LEGEND DESCRIPTION EXISTING PROPOSED BY OTHERS UTILITY LEGEND DESCRIPTION EXISTING PROPOSED BY OTHERS GRADING LEGEND DESCRIPTION EXISTING PROPOSED BY OTHERS NCRS SOILS MAP SOIL TYPES L55 - NICOLLET LOAM, L107 - WEBSTER CLAY LOAM, BEMIS MORAINE L138B - CLARION LOAM, BEMIS MORAINE, L507 CANISTEO CLAY LOAM, BEMIS MORAINE FEMA FLOOD MAP 19049C0355F, DATED 12/07/2018 FLOOD INSURANCE RATE MAP FIRMETTE SITE LOCATION rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 GENERAL NOTES C01.1 NRCS SOILS MAP N.T.S. SITE LOCATION NE A L I C E ' S R D E HICKMAN RD (US-6) SE A L I C E ' S R D SE A R C H E R AV E . 1 1 2 2 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 SPECIFICATIONS C01.2 1 1 1 2 EAST HICKMAN ROAD (HIGHWAY 6) 20 ' 10 ' 10 ' 30 ' 24' 20' 60 ' 148' 7.5' 15' 40 ' 90 ' SE A R C H E R A V E . 30 ' 30' DEMOLITION PLAN GENERAL DEMOLITION NOTES 1. ALL SITE CLEARING, TOPSOIL STRIPPING, EXCAVATION, EMBANKMENT, GRADING, COMPACTION, SUB GRADE PREPARATION AND OTHER WORK HEREIN CONTEMPLATED SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH BY THE GOVERNING MUNICIPAL AUTHORITY OR STATE DOT. THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY MUNICIPAL AUTHORITY AT THEIR DISCRETION. 2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE STARTING WORK IN THE CONSTRUCTION AREA. EXCAVATION IN THE VICINITY OF EXISTING STRUCTURES AND FIBER OPTIC CABLE INSTALLATIONS SHALL BE PERFORMED BY HAND. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING FACILITIES, MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES AND FIBER OPTIC CABLE INSTALLATIONS. 3. THE CONTRACTOR IS TO UNCOVER ALL LINES BEING TIED INTO AND VERIFY LOCATION AND ELEVATION BEFORE ANY CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL STREET AND SIDEWALK CLOSURES WITH THE MUNICIPALITY. 5. CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS AND SPOILS TO INSURE MINIMAL INTERFERENCE WITH OWNER OPERATIONS. 6. INSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION. REMOVE FROM SITE ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FORM DEMOLITION AND LAWFULLY DISPOSE OF SAME. 7. ALL ITEMS TO BE REMOVED SHALL BE PROPERLY AND LEGALLY DISPOSED OF BY THE CONTRACTOR. 8. AT LOCATIONS OF UTILITY REMOVAL, ANY OPEN TRENCHES REQUIRED, SHALL BE BACKFILLED WITH COMPACTED TRENCH BACKFILL. 9. NOTIFY UTILITY OWNER 72 HOURS IN ADVANCE OF ANY UTILITY SHUTDOWN. 10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ALL ITEMS DESIGNATED TO BE REMOVED OR RELOCATED. 11. IF ANY ITEMS ARE ENCOUNTERED IN THE FIELD THAT ARE NOT SHOWN ON THE PLAN WHICH REQUIRE DEMOLITION OR RELOCATION, THE CONTRACTOR SHALL NOTIFY THE A/E IMMEDIATELY. 12. THE SURVEY BASE PROVIDED HEREIN IS FOR INFORMATIONAL PURPOSES ONLY. THE OWNER, ARCHITECT & ENGINEER(S) ARE NOT RESPONSIBLE FOR ANY MISCHARTED OR UNCHARTED UTILITIES, OR OTHER ERRORS DETECTED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS. 13. THE CONTRACTOR WILL PROTECT ALL UTILITIES, STREETS, STRUCTURES, VEGETATION, AND ADJACENT PROPERTY DESIGNATED TO REMAIN. ANY DAMAGE BY THE CONTRACTOR TO UTILITIES, STREETS, STRUCTURES, VEGETATION AND ADJACENT PROPERTY WILL BE REPLACED OR REPAIRED AT THE CONTRACTOR'S EXPENSE. 14. CONTRACTOR TO ADJUST RIMS OF EXISTING STRUCTURES WITHIN SCOPE OF WORK TO FINAL GRADE ELEVATIONS. 15. EXISTING LATERAL CONNECTIONS FOR UTILITIES SHALL BE COORDINATED WITH THE CORRESPONDING UTILITY COMPANY FOR CAPPING AND CUT OFF WITHIN THE SCOPE OF WORK. 16. THE CONTRACTOR IS TO COMPLY WITH FEDERAL, STATE, AND LOCAL ORDINANCES WITH REGARD TO REMOVAL AND DISPOSAL OF MATERIALS FOR ALL ITEMS TO BE DEMOLISHED. WORK INCLUDES THE COMPLETE REMOVAL AND LEGAL DISPOSAL OF ALL OBJECTS AND MATERIALS (REGARDLESS OF THEIR NATURE) INCLUDING BUT NOT LIMITED TO TREE ROOTS, ORGANIC SOIL, DRUMS, TIRES, WOOD, BROKEN CONCRETE PIECES, AND FENCES ABOVE THE REQUIRED ELEVATION. 17. BURNING ON OWNER'S PROPERTY IS NOT PERMITTED. 18. SIDEWALK DEMOLITION SAWCUTS SHALL BE AT THE NEAREST EXISTING JOINT. 19. FULL DEPTH SAWCUTS ARE REQUIRED FOR PAVEMENT REMOVALS, ADJACENT TO EXISTING PAVEMENT TO REMAIN. 20. SAWCUT ALL TREE ROOTS ENCOUNTERED IN LIEU OF USING SHOVELS (HAND SHOVELS OR MECHANICAL). LANDSCAPE PLANS FOR TREE PROTECTION AND REMOVALS SHALL TAKE PRECEDENCE. 21. ALL CONCRETE SAWCUTTING SHALL BE PERFORMED WITH A WETSAW TO CONTROL DUST. WHEN USING A WETSAW CONTRACTOR IS RESPONSIBLE FOR SLURRY CONTAINMENT AND DISPOSAL. DEMOLITION LEGEND rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 DEMOLITION PLAN C02.0 ( IN FEET ) GRAPHIC SCALE 0 1 inch = 20 ft. 10 20 4020 1 1 2 2 EAST HICKMAN ROAD (HIGHWAY 6) SE A R C H E R A V E . 2,700 SQ FT FFE: 1039.80' T STOP STOP ST O P ST O P STOP 14 8 10 13 9 4' TRASH ENCLOSURE CONRETE SECTION 1 C03.4 CONCRETE PAVEMENT 1 C03.4 SIDEWALK RAMP 7B C03.3 6" HEADER CURB 5 C03.3 RUBBER WHEEL STOP 6 C03.2 6" ROLLED CURB 8 C03.3 ADA ACCESSIBLE AREA 2 C03.2 CONCRETE SIDEWALK 1 C03.3 6" ROLLED CURB 8 C03.3 DIRECTIONAL ARROWS (TYP.) 4 C03.2 6" HEADER CURB 5 C03.3 BOLLARD (TYP.)7 C03.2 F 1 1 A B F D D D E 6" ROLLED CURB 8 C03.3 6" ROLLED CURB 8 C03.3 1 A B A B A B C WAUKEE SIDEWALK 2 C03.4 CONCRETE TO CONCRETE TIE IN 1 C03.4 ( IN FEET ) GRAPHIC SCALE 0 1 inch = 20 ft. 10 20 4020SITE PLAN JURISDICTION: WAUKEE, IOWA PROPOSED PARKING REGULAR 51 HANDICAP 3 TOTAL = 54 DRIVE AISLE WIDTH: 24' SITE INFORMATION SITE NOTES ALL GEOTECHNICAL PAVING SECTIONS ARE PER SEPARATE GEOTECHNICAL ENGINEERING REPORT BY TERRACON. PAVING NOTES 1.SEE ARCHITECTURAL PLANS FOR ADDITIONAL SIGNING, STRIPING AND BUILDING DETAILS. 2.WHEEL STOPS TO BE RUBBER, NOT CONCRETE. 3.STANDARD BOLLARDS SHALL BE PLACED AT BUILDING DT LANE BUILDING CORNER AND AT DT WINDOW. BOLLARDS SHALL HAVE THERMOPLASTIC COVER. 4.CONCRETE SHALL BE PLACED BETWEEN BACK OF CURB AND FACE OF BUILDING TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING. 5.ALL SIGNAGE (INCLUDING MONUMENT SIGNS) ARE TO BE REVIEWED AND APPROVED UNDER A SEPARATE SIGN PERMIT APPLICATION LEGEND SITE PLAN C03.0 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 REQUIRED FRONT:30' WEST SIDE: EAST SIDE: REAR: 30' NONE 30' REQUIRED FRONT:10' WEST SIDE: EAST SIDE: REAR: 10' 5' 5' BUILDING SETBACKS:PARKING SETBACKS: PROPOSED 58.48' 12.24' 11.25' 5.36' PROPOSED 107.53' 80.58' 36.50' 155.31' SETBACK TABLE X X STRIPING AND SIGNING ZONING: C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT REQUIRED PARKING 15 SPACES PER 1,000 SQ FT OF GROSS FLOOR AREA FLOOR AREA = 2,700 SQ FT TOTAL = 41 1 1 1 1 1 1 1 1 1 PROPOSED USE: RESTAURANT MINIMUM STACKING: 5 QUEUING SPACES PER LANE LEFT LANE: 5 SPACES PROVIDED RIGHT LANE: 5 SPACES PROVIDED REQUIRED: 20% OPEN SPACE REQUIRED: PROVIDED: 10,854 S.F. OPEN SPACE REQUIREMENTS: 54,266 S.F. (1.25 AC) 0.25 ACMAXIMUM: PROVIDED: 45 FEET BUILDING HEIGHT 23.25 FEET 16,586 S.F.0.38 AC 1 1 1 1 2 2 2 2 2 ALL PAVEMENT THICKNESSES FROM GEOTECH WILL BE REVIEWED FOR COMPLIANCE WITH WAUKEE REQUIREMENTS IN THICKNESS AND MATERIAL. 2 EAST HICKMAN ROAD (HIGHWAY 6) SE A R C H E R A V E . 2,700 SQ FT FFE: 1039.80' T STOP STOP ST O P ST O P STOP 14 8 10 13 9 4' STAKING PLAN ( IN FEET ) GRAPHIC SCALE 0 1 inch = 20 ft. 10 20 4020STAKING PLAN 1.ALL DIMENSIONS ARE MEASURED TO FACE OF CURB FOR AREAS OF 6" HEADER CURB AND BACK OF CURB FOR 6" ROLLED CURB. 2.SITE IS PARALLEL AND PERPENDICULAR TO EAST PROPERTY LINE. STAKING NOTES C03.1 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 2 2 2,700 SQ FT FFE: 1039.80' STOP STOP ST O P 4' BUILDING AREA DETAIL1 INTERNATIONAL ACCESSIBILITY SYMBOL 8' (TYP.) 3'WHITE PAINT 3' 6 C03.2 HEIGHT & CLEARANCE OF SIGNS (FOR SITE SIGNAGE) 8' (TYP) (OR SEE PLAN) 19 ' TWO COATS OF TRAFFIC PAINT VAN ACCESSIBLE PARKING STALL LAYOUT AND STRIPING N.T.S. RUBBER WHEELSTOP PLACE WHEELSTOP 2' FROM FACE OF CURB VAN ACCESSIBLE HDCP SIGN 24 " O . C . 4" WHITE 45° 4" WHITE 8' (TYP.) 7 C03.3 SIDEWALK RAMP RAMP DOWN RAMP DOWN 1'-0" 1' - 6 " 6"Ø SCH 40 GALV STD STEEL PIPE FROM MFG - FILL W/ CONC - ROUND OFF TOP (TYP) 18 " 6" 36 " CONCRETE 84 " BLUE LDPE THERMOPLASTIC BUMPER POST SLEEVE FROM MFG - INSTALL PER MFG. SPECIFICATIONS 11 4" SCH 40 GALV. STEEL PIPE @ 98" LONG WITH HDPE SLEEVE - INSTALL PER MFG SPECIFICATIONS 7 16" HOLES FOR STANDARD 12"x18" HANDICAP SIGN POST CAP PROVIDED BY MFG. HANDICAP SIGNAGE PROVIDED AND INSTALLED BY G.C. ACCESSIBLE VANVAN ACCESSIBLE SIGNAGE TO BE APPLIED TO VAN DESIGNATED SPACES ONLY. REF. SITE PLAN. SIDEWALK 3' MINIMUM CLEARANCE MINIMUM $ 250 FINEMINIIMUM FINE NTS2ACCESSIBLE AREA PAVEMENT MARKING, ARROW, TYPE 3 WHITE (16.0 SQ. FT.) 1' - 1 1 " 8' - 3 " 6'-7" R 4 - 4 " 3' - 4 " 4"1'-3" 8" 2'-8" 1' - 8 " 3' - 1 " 3'-4" PAVEMENT MARKING ARROW - WHITE ALL DIRECTIONAL ARROWS SHALL BE DOUBLE COATED. NTS4DIRECTIONAL ARROWS NTSRUBBER WHEELSTOP PAVEMENT SECTION VARIES 3" 3" 6" 2.0'6'-0"6" 8" M I N I M U M MINIMUM 3 - 8" (MIN.) LAG BOLTS PER MANUFACTURER INSTALLATION SPECIFICATIONS RUBBER PARKING BLOCK (BLACK WITH YELLOW STRIPING) SECTION A-A PLACEMENT PLAN RUBBER PARKING BLOCK PARKING SPACE STRIPING (4" WIDE) EDGE OF PAVEMENT/FACE OF CURB 6" MINIMUM 8" LONG LAG BOLT LAG BOLT METHOD: RECOMMENDED FOR ASPHALT OR CONCRETE ONLY. TOOLS NEEDED: -HIGH SPEED HAMMER DRILL WITH A 3 4" MASONRY DRILL BIT -IMPACT WRENCH OR HEAVY RATCHET WITH 3 4" SOCKET 1. POSITION THE PARKING BLOCK WHERE YOU WANT TO INSTALL IT. USING THE HOLES MOLDED IN THE PARKING BLOCK AS TEMPLATES, MARK THE LOCATION OF EACH HOLE ON THE SURFACE. 2. REMOVE THE PARKING BLOCK. USING A HIGH-SPEED HAMMER DRILL WITH 3 4" MASONRY BIT, DRILL A 4" TO 4 1 2" DEEP HOLE AT EACH MARKED LOCATION. 3. INSERT A LAG ANCHOR ( WITH THE LARGE ROUND HOLE IN THE ANCHOR FACING UP) INTO EACH HOLE. TAP THE ANCHOR INTO THE HOLES WITH A HAMMER SO THAT THE TOP OF EACH ANCHOR IS FLUSH WITH THE SURFACE. 4. REPOSITION THE PARKING BLOCK SO THAT THE MOLDED HOLES LINE UP VERTICALLY WITH THE PILOT HOLES YOU DRILLED. BEGINNING IN THE CENTER HOLE, APPLY FIRM HAND PRESSURE. SLIP A WASHER ONTO A LAG BOLT, INSERT THE BOLT THROUGH THE HOLE IN THE PARKING BLOCK AND TIGHTEN THE BOLT ABOUT THREE QUARTERS OF THE WAY WITH A 3 4" SOCKET. REPEAT FOR EACH HOLE IN THE PARKING BLOCK. FINISH TIGHTENING EACH BOLT UNTIL JUST SNUG. DO NOT OVER TIGHTEN! EXCESSIVE TIGHTENING MAY DAMAGE THE PARKING BLOCK AND WILL VOID THE WARRANTY. **REFER TO MANUFACTURERS INSTALLATION SPECIFICATIONS.** LC 6" 7' - 6 " 5' - 0 " 2' - 0 " 1'-6" 2" 7' - 0 " 6"Ø SCH 40 GALV STD STEEL PIPE - FILL W/ CONC-ROUND OFF TOP (TYP). PAINT SAFETY YELLOW PRIOR TO APPLICATION OF LDPE SLEEVE. YELLOW LDPE THERMOPLASTIC BUMPER POST SLEEVE FROM IDEAL SHIELD - # BPD-YL-06-60-S OR EQUAL - INSTALL PER MFG. SPECIFICATIONS FLATWORK CONCRETE SLAB/PAVING 1/2" EJT (4 SIDES) SEALANT ON 1/2" FILLER CONCRETE FOOTING (2)#5 X 10" STL REBAR THRU POST EW (2 PER POST) NTS7BOLLARD ISOMETRIC VIEW TYPICAL CURB & GUTTER TRANSITION SEE P L A N MATCH C U R B EXPANSION JOINT VARIES SEE PLAN CURB & GUTTER 4 C03.3 NTS5CURB TRANSITION OR SEE PLAN OR SEE PLAN OR S E E P L A N 6 ( IN FEET ) GRAPHIC SCALE 0 1 inch = 10 ft. 5 10 2010 HARDSCAPE DETAILS C03.2 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 VA R I E S 45° ONSITE CROSSWALK SPECIFICATION 6" WHITE 10' VARIES "NO PARKING ZONE" STRIPING LINE SPECIFICATIONS YELLOW-LEFT EDGE ON MULTILANE DIVIDED ROADWAYS AND CENTERLINE STRIPE WHITE LINE (PARKING STRIPE) BROKEN YELLOW CENTER LINES 10'30'10'30'10' 4" 4" BROKEN WHITE LANE LINE YELLOW CHANNELIZING LINE 10'30'10'30'10' 4" 2'4'2'4'2'4'2' 4" 10" 6" 24" WHITE STOP LINE ONSITE WHITE CROSSWALK LINE YELLOW CHANNELIZING LINE 4" 18 ' ( T Y P . O R S E E P L A N ) 4" WHITE VARIES (OR SEE PLAN) 4" WHITE DOUBLE YELLOW STRIPING 4" VARIES (SEE PLANS) X (SEE PLANS) 8" 2% MAX. VARIES (SEE PLAN) · · · · · VARIES A B C D COMPACTED SUBGRADE SLOPE TO DRAIN SLOPE 2% MAX. COMPACTED SUBGRADE VARIES JOINT SHOULD BE 'FLUSH'. PAVEMENT SURFACE (SEE PLANS FOR DETAILS) 1" BATTER 1" RADIUS PAVEMENT COMPACTED SUBGRADE SLOPE TO DRAIN SLOPE 2% MAX. X (SEE PLANS) VARIES 6"6" WALL OR STRUCTURE SEE ARCHITECTURAL PLANS FOR DETAIL. SLOPE TO DRAIN SLOPE 2% MAX. EXPANSION MATERIAL PAVEMENT SURFACE (SEE PLANS FOR DETAILS) COMPACTED SUBGRADE NTS2PAVEMENT STRIPING AND MARKING NTS3SITE SIGNAGENTS1CONCRETE SIDEWALK ONE WAYWRONG WAY PARKING TIME ANY MUST TURN RIGHT RIGHT LANE NO MUST TURN LEFT LEFT LANE R7-1 12" x 18" R1-1 24"x24" R3-7 30" x 30" R5-1A 36"x 24" R3-2 24"x 24" R6-1 36" X 12" R5-1 24"x 24" R3-7 30" x 30" HEIGHT & CLEARANCE OF SIGNS (FOR ROADWAY SIGN) 12" 3'-6" 7' NTS7SIDEWALK RAMP 18" ALL ON-SITE STRIPING SHALL COMPLY WITH LOCAL AND STATE GUIDELINES ON SITE PAVEMENT MARKINGS SHALL CONSIST OF TWO (2) 15 MIL COATS TRAFFIC MARKING PAINT PER STATE HIGHWAY DEPT. STANDARDS APPLIED A MINIMUM OF 30 DAYS APART. TRUNCATED DOMES WHERE SHOWN ON PLANS 15' 6" 14 " 6" d= 8 " M I N . 1"4" 1" BATTER 1"R SURFACE BASE SUBBASE NOTES ·THE DIMENSION d MAY INCREASE AT CONTRACTOR'S OPTION SO BOTTOM OF HEADER CURB WILL ALIGN WITH BOTTOM OF PAVING. ·THIS ITEM MAY BE PRECAST OR CAST IN PLACE. ·f'c = 4,000 PSI NTS56" HEADER CURB 5' MI N . ( 5 ' M I N ) 6" WIDE SIDEWALK CURB CURB HEIGHT VARIES 1 : 1 2 M A X 8. 3 3 % M A X 1:12 M A X 8.33% M A X PROVIDE COARSE BROOM FINISH IN A TRANSVERSE DIRECTION TO SLOPE OF RAMP 6' 6' 2.0% MAXIMUM SLOPE IN ANY DIRECTION 1/4" - 1 / 2 " PAINT TOP AND FACE OF CURB WITHIN RAMP LIMIT YELLOW (BOTH SIDES) A B 1:12 M A X 6" CURB SEE P L A N S PROVIDE COARSE BROOM FINISH IN A TRANSVERSE DIRECTION TO SLOPE OF RAMP PAINT TOP AND FACE OF CURB YELLOW (BOTH SIDES) SID E W A L K HARDSCAPE DETAILS C03.3 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 6" VA R I E S 8"R SE E P A V E M E N T S E C T I O N D E T A I L S NTS86" ROLLED CURB NOTES ·WHEN REINFORCING BARS ARE USED, THEY SHALL BE NO. 4 UNLESS OTHERWISE SHOWN. ·EXPANSION AND CONTRACTION JOINTS SHALL BE CONSTRUCTED TO MATCH PAVEMENT JOINTS IN ALL CURBS AND CURB GUTTER ADJACENT TO JOINTED CONCRETE PAVEMENT. WHERE PLACEMENT OF CURB OR CURB AND GUTTER IS NOT ADJACENT TO CONCRETE PAVEMENT, EXPANSION JOINTS SHALL BE PROVIDED AT STRUCTURES, CURB RETURNS AT STREETS, AND AT LOCATIONS DIRECTED BY THE ENGINEER. 8 1/2"R 2" STEEL PIPE, ROUNDED OR SQUARED HARDSCAPE DETAILS C03.4 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 GEOTECH REPORT NOT YET RECEIVED, THICKNESSES WILL BE UPDATED PER REPORTS RECOMMENDATIONS AND CITY REQUIREMENTS. ALL PAVEMENT THICKNESSES FROM GEOTECH WILL BE REVIEWED FOR COMPLIANCE WITH WAUKEE REQUIREMENTS IN THICKNESS AND MATERIAL. NTS2WAUKEE SIDEWALK REBAR SEE PAVEMENT REINFORCEMENT TABLE SAWCUT JOINT NTS PER SAWCUT CONTROL JOINT DETAIL ON THIS SHEET T C NOTE: CONSTRUCTION JOINT TO BE USED WHERE REQUIRED. (NOT TO REPLACE EXPANSION JOINT) REBAR SEE PAVEMENT REINFORCEMENT TABLE CONCRETE TO CONCRETE TIE IN NTS MATCH EXISTING THICKNESS C EXISTING PAVEMENT NEW PAVEMENT DRILL & EPOXY #4X18" LONG @ 18" O-C. 1/8" RADIUS (TYP.) PER SAWCUT CONTROL JOINT DETAIL ON THIS SHEET NOTE: CONSTRUCTION JOINT TO BE USED WHEN POURING OPERATION IS DELAYED. (NOT TO REPLACE EXPANSION JOINT) CONSTRUCTION JOINT NTS T C FIRST POUR NEXT POUR DEFORMED METAL STRIP 1/8" RADIUS (TYP.) PER SAWCUT CONTROL JOINT DETAIL ON THIS SHEET 2"REBAR SEE PAVEMENT REINFORCEMENT TABLE 1'-3" LAP REBAR SEE PAVEMENT REINFORCEMENT TABLE T C FIRST POUR NEW PAVEMENT EXPANSION JOINT PLATE 1/8" RADIUS (TYP.) JOINT SEALANT (PER EXPANSION JOINT DETAIL) SAWCUT JOINT NTS 3/4" DOWEL 26 GA. STEEL OR PVC SLEEVE 3/4" REDWOOD JOINT MATERIAL WITH 1/2" DEEP PULL STRIP. DRILL HOLES FOR DOWELS 18" T C PROPOSED POUR FUTURE POUR WOOD FORM 1/8" RADIUS (TYP.) FUTURE JOINT SEALANT (SEE ISOLATION JOINT DETAIL) PREMOLDED OR FORMED REBAR SEE PAVEMENT REINFORCEMENT TABLE 1'-3" LAP CONCRETE TO CONCRETE TIE IN NTS EXTEND REINFORCING 18" BEYOND EDGE OF CONCRETE. GREASE, WRAP IN BURLAP & BEND BACK AGAINST WOOD FORM BEFORE BACKFILLING FOUNDATION, COLUMN, PIPE, WALL OR SIDEWALK CONSTRUCTION JOINT NTS T JOINT SEALANT (PER EXPANSION JOINT DETAIL) C REBAR SEE PAVEMENT REINFORCEMENT TABLE 3/4" PREMOLDED JOINT MATERIAL NOTES: 1.REINFORCING STEEL BAR SIZE/SPACING SPECIFICATIONS IN GEOTECH REPORT SHALL SUPERSEDE ABOVE TABLE. 2.REINFORCING STEEL SIZE/SPACING IS BASED ON MIN. 60,000 PSI TENSILE STRENGTH REINFORCING STEEL AS SHOWN. 3.CONCRETE PAVING MIX DESIGN SHALL HAVE MINIMUM 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. GEOTECHNICAL REPORT CONCRETE PAVING MIX DESIGN SHALL SUPERSEDE VALUES HEREIN. 4.MAXIMUM JOINT SPACING SHALL BE PER SUBMITTED AND APPROVED JOINT LAYOUT PLAN BUT SHALL NOT EXCEED VALUES IN TABLE. 5.MAXIMUM JOINT SPACING IN GEOTECHNICAL REPORT SHALL SUPERSEDE VALUES IN ABOVE TABLE. 6.USE STATE DOT SUBBASE UNLESS OTHERWISE SPECIFIED BY GEOTECHNICAL REPORT. 7.ALL JOINTS IN PAVING SHALL BE REFLECTED IN CURBING AND SHALL HAVE ALL THEIR RESPECTIVE JOINTING MATERIALS PRESENT (I.E. EXPANSION JOINTS SHALL HAVE THEIR RESPECTIVE FILLER BOARD AND CAULK REPLACED). 8.CURB EXPANSION JOINTS: - IF THERE IS AN EXPANSION JOINT IN THE PAVING, THE EXPANSION JOINT MUST FOLLOW THROUGH THE CURB. THE REINFORCING STEEL MUST ALSO BE CUT AT THE EXPANSION JOINT AND NOT ALLOWED TO RUN THROUGH THE JOINT CONTINUOUSLY. A SAW CUT EXPANSION JOINT IS NOT ACCEPTABLE BECAUSE NORMAL EXPANSION AND CONTRACTION WILL CAUSED THE CONCRETE TO PUSH AGAINST THE TWO SECTIONS AND ONE SIDE WILL EVENTUALLY FAIL. IF AN EXPANSION JOINT IS LEFT OUT AND MUST BE SAW CUT IN, THE CURB SHOULD BE CUT TWICE AND A 3/4" PIECE OF CONCRETE IS REMOVED. IN ALL CASES THE JOINT SHOULD BE CAULKED WITH NP1. 9.CONCRETE TOUCHING THE BACK OF CURBS:- ANY CONCRETE THAT TOUCHES THE BACK OF A CURB INCLUDING SIDEWALKS, ISLAND NOSINGS AND PAYPHONE PADS SHALL BE ISOLATED FROM THE CURB USING 1/2" BLACK ASPHALT IMPREGNATED FIBERBOARD. CONTRACTOR SHALL USE A REMOVABLE STRIP OR A ZIP-STRIP AND SEAL THE JOINT WITH SL1. THE ONLY EXCEPTION IS IF THE ISLAND NOSINGS ARE POURED MONOLITHICALLY WITH THE CURB AND PARKING LOT. 10.CURBS AT THE BUILDING FOUNDATION:- IF A CURB TOUCHES THE BUILDING FOUNDATION, IT NEEDS TO BE ISOLATED WITH EXPANSION JOINT MATERIAL JUST LIKE THE PAVING. IF AN EXPANSION JOINT IS LEFT OUT AND MUST BE SAW CUT IN, A 1/2" PIECE OF CONCRETE SHOULD BE REMOVED. THE JOINT SHOULD BE CAULKED WITH NP1. 11.EXPANSION JOINTS AT ISLAND NOSINGS:- IF THE ISLAND NOSINGS ARE POURED MONOLITHICALLY WITH THE CURB AND PARKING LOT, THEN PAVING EXPANSION JOINTS SHOULD CONTINUE THROUGH THE NOSINGS. SAW CUT CONTROL JOINT NTS ±1/16" 1/4" MIN. T/4 JOINT SEAL, HOT POURED RUBBER ASPHALT FLUSH WITH PAVEMENT SURFACE. INITIAL SAWCUT EXPANSION JOINT NTS ±1/16" 3/4" MIN. (UNLESS OTHERWISE SHOWN ON PLANS) 3/8" MIN. UNLESS NOTED 1/4" MIN. BOND BREAKER JOINT SEAL, HOT POURED RUBBER ASPHALT FLUSH WITH PAVEMENT SURFACE. 3/4" REDWOOD JOINT MATERIAL WITH 2" DEEP PULL STRIP. DRILL HOLES FOR DOWELS. REINFORCEMENT TABLE CONCRETE SECTION DESIGNATION SLAB THICKNESS (T) (IN.) COVER (IN.) (2" MIN) MAX EXPANSION JOINT SPACING (FT) REINFORCING STEEL BAR SIZE & SPACING 60,000 PSI STEEL PARKING TBD 2 10' x 10'#3 @ 24" C.C DUMPSTER APPROACH PAD TBD 2 14' x 14'#3 @ 24" C.C DRIVE-THRU TBD 2 14' x 14'#3 @ 24" C.C PROP. CONC. PAVEMENT (4,000 PSI) TBD" GRADED AGGREGATE BASE MEETING IOWA DOT STANDARD SPECIFICATIONS COMPACTED TO 100% OF MAX DRY DENSITY. TBD" COMPACTED SUB-GRADE (ASTM D698) REBAR BOTH WAYS SEE TABLE. CONCRETE SECTION C T NTS1CONCRETE SECTIONS JOIN LAYOUT PROVISIONS - ALL PROJECTS SHOULD RECEIVE AND REVIEW JOINT LAYOUTS PRIOR TO CONCRETE BEING POURED. THE GC IS REQUIRED TO PROVIDE THIS SUBMITTAL TO ARCHITECT/ENGINEER AND OWNER FOR APPROVAL AT LEAST 14 DAYS PRIOR TO POUR. WELDED WIRE FABRIC - ALL SITE PAVING NOT CALLING FOR STRUCTURAL REBAR REINFORCEMENT SHOULD RECEIVE WELDED WIRE FABRIC (OR SIMILAR) REINFORCEMENT AS ALLOWABLE BY LOCAL JURISDICTION. MINIMUM AND PER GEOTECH REPORT. USE MORE STRICT REQUIREMENT. NOTE: MINIMUM COMPACTION FOR AGGREGATE BASE AND SUBGRADE, JOINT SPACING, STEEL BAR AND WIRE MESH CONTROLLED BY GEOTECH REPORT, THESE DETAILS AND DOT REQUIREMENTS. USE MORE STRICT REQUIREMENT. 2 EAST HICKMAN ROAD (HIGHWAY 6) 20 ' 10 ' 10 ' 30 ' 24' 20' 60 ' 148' 7.5' 15' 40 ' 90 ' SE A R C H E R A V E . 30 ' 30' 2,700 SQ FT FFE: 1039.80' T 4' UTILITY PLAN C04.0 NOTES: ( IN FEET ) GRAPHIC SCALE 0 1 inch = 20 ft. 10 20 4020 UTILITY PLAN LEGEND: rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 2 2 2 2 BUILDING UTILITY PLAN C04.1 NOTES: LEGEND: ( IN FEET ) GRAPHIC SCALE 0 1 inch = 10 ft. 5 10 2010 BUILDING UTILITY PLAN rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 2 UTILITY DETAILS C04.2 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 WATER AND SEWER HORIZONTAL SEPARATION REQUIREMENTS WATER AND SEWER VERTICAL SEPARATION REQUIREMENTS WATER AND SEWER VERTICAL SEPARATION REQUIREMENTS WATER AND SEWER VERTICAL SEPARATION REQUIREMENTSWATER AND SEWER VERTICAL SEPARATION REQUIREMENTS UTILITY DETAILS C04.3 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 UTILITY DETAILS C04.4 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 EAST HICKMAN ROAD (HIGHWAY 6) SE A R C H E R A V E . 2,700 SQ FT FFE: 1039.80' T STOP STOP ST O P ST O P STOP 4' GRADING PLAN C05.0 ( IN FEET ) GRAPHIC SCALE 0 1 inch = 20 ft. 10 20 4020GRADING PLAN ONSITE STORMWATER RUN-OFF WILL SURFACE FLOW OR SURFACE FLOW TO INLETS THAT LEAD TO THE EXISTING UNDERGROUND PIPING SYSTEM. HYDROLOGY STATEMENT GRADING LEGEND DESCRIPTION EXISTING PROPOSED 1.ALL GRADES SHOWN ARE TO FLOWLINE UNLESS OTHERWISE NOTED. 2.PROPOSED ELEVATIONS SHOWN ON PROPOSED CURB LINES ARE FLOW LINE ELEVATIONS UNLESS NOTED OTHERWISE. ADD 0.50' TO OBTAIN TOP OF CURB ELEVATIONS. 3.CONTRACTOR SHALL FIELD VERIFY GRADES IN THE LOCATIONS INDICATED AT THE TIME OF CONSTRUCTION. CARE SHALL BE TAKEN TO MATCH EXISTING GRADES AT PROPERTY LINE TO ENSURE A SMOOTH TRANSITION BETWEEN PROPOSED ASPHALT PAVEMENT AND ADJACENT PROPERTY . FF:XXX.XX OR FFE XXX.XX W: XXX.XX P:XXX.XX FINISHED FLOOR TOP OF WALK PAVEMENT R: XXX.XX RIM G:XXX.XX TOP OF GROUND FL:XXX.XX FLOWLINE TC: XXX.XX TOP OF CURB GRADING NOTES X: XXX.XXM.E.MATCH EXISTING GB GRADE BREAK RL RIDGE LINE rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 1 1 1 1 1 2 2 2 2 STORM OVERFLOW ELEVATION TABLE 2 2 2 2 2 2 T STOP STOP ST O P ST O P STOP GRADING DETAIL PLAN C05.1 BUILDING AREA GRADING DETAIL1 C05.1 ( IN FEET ) GRAPHIC SCALE 0 1 inch = 10 ft. 5 10 2010 GRADING LEGEND DESCRIPTION EXISTING PROPOSED FF:XXX.XX OR FFE XXX.XX W:XXX.XX P:XXX.XX FINISHED FLOOR TOP OF WALK PAVEMENT R:XXX.XX RIM G:XXX.XX TOP OF GROUND FL:XXX.XX FLOWLINE TC:XXX.XX TOP OF CURB M.E.:XXX.XX MATCH EXISTING GB GRADE BREAK RL RIDGE LINE rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 SIDEWALK GRADING DETAIL2 C05.1 ( IN FEET ) GRAPHIC SCALE 0 1 inch = 5 ft. 2.5 5 105 SIDEWALK GRADING DETAIL3 C05.1 ( IN FEET ) GRAPHIC SCALE 0 1 inch = 5 ft. 2.5 5 105 SIDEWALK GRADING DETAIL4 C05.1 ( IN FEET ) GRAPHIC SCALE 0 1 inch = 5 ft. 2.5 5 105 2 2 2 2 2 2 2 2 2 2 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 EROSION CONTROL NOTES C06.0 2 2 2 2 2 2 EAST HICKMAN ROAD (HIGHWAY 6) SE A R C H E R A V E . 2,700 SQ FT FFE: 1039.80' T STOP STOP ST O P ST O P STOP 4' 50' 22 . 0 6 ' LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING 1038 1039 1 0 3 9 1039 1038 10 3 9 1 0 3 9 1039 10 4 0 103 9 103 8 1 0 3 8 10 3 9 1039 POST CONSTRUCTION FACILITY ( IN FEET ) GRAPHIC SCALE 0 1 inch = 20 ft. 10 20 4020EROSION CONTROL PLAN VTC PT CWA SF EROSION CONTROL LEGEND LOC LOD SOIL EROSION AND SEDIMENT CONTROL NOTES: GR A D I N G UN D E R G R O U N D PA V I N G & C O N C R E T E LA N D S C A P E RESPONSIBLE CONTRACTOR 1. INSTALL SEDIMENT CONTROL DEVICES STABILIZED CONSTRUCTION ENTRANCE SILT FENCE 2. GRADE SITE / STOCK PILE TOPSOIL SILT FENCE (TOPSOIL STOCKPILES & OPEN SPACE SLOPES) 3. INSTALL STORM WATER MANAGEMENT STORM SEWER EXPLORATORY DIG INLET PROTECTION ANTICIPATED CONSTRUCTION SEQUENCE 7. SURFACE PARKING LOTS BE EXPOSED LONGER THAN 60 DAYS 6. TEMPORARY SEEDING ON ALL AREAS TO LANDSCAPE INSTALLATION ASPHALT PATCHES SIDEWALKS AND CONCRETE PAVEMENT BAM & BINDER CURB & GUTTER & PATCHING 5. SITE WORK - CONCRETE WASHOUT AREA OF EXPOSED AREAS SODDING PERMANENT SEEDING 8. PERMANENT VEGETATIVE STABILIZATION AGGREGATE SUBBASE 9. PERFORM CONTINUING MAINTENANCE X X X X X X X X X X X X X X X X XXXX TEMPORARY SEEDING 4. TEMPORARY VEGETATIVE STABILIZATION MULCHING X X X QUALIFIED INSPECTION PERSONNEL WILL PERFORM INSPECTIONS. 1. SITE INSPECTIONS TO BE PERFORMED ONCE EVERY 7 CALENDAR DAYS. 2. EROSION CONTROL DEVICES & SWALES SHALL BE MONITORED DAILY. 3. FOREBAY/SEDIMENT TRAPS SHALL BE MONITORED WEEKLY. TRAPPED SEDIMENT SHALL BE REMOVED, RESPREAD, & STABILIZED. 4. VEGETATIVE PLANTINGS (SEEDING, SODDING, ETC.) SHALL BE CHECKED PERIODICALLY TO VERIFY THAT ADEQUATE GROUND COVER IS BEING ESTABLISHED. AREAS OF INSUFFICIENT COVER SHALL BE RESEEDED. 5. REPAIRS TO EROSION CONTROL DEVICES SHALL BE MADE UPON DISCOVERY. XXXX XXXX X DISTURBED AREA INSPECTION SCHEDULE rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 EROSION CONTROL PLAN C06.1 THIS PROJECT CONSIST OF CONSTRUCTION OF A NEW COMMERCIAL BUILDING, UTILITY CONNECTIONS, AND ASSOCIATED PARKING LOT AND SIDEWALK. NATURE OF ACTIVITY 2 2 2 DISCHARGE LOCATION TRIBUTARY TO LITTLE WALNUT CREEK 2 2 rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 EROSION CONTROL DETAILS C06.2 PLANSECTION TEMPORARY CONCRETE WASHOUT INLET PROTECTION PAVED AREAS CURB PROTECTION EAST HICKMAN ROAD (HIGHWAY 6) 20 ' 10 ' 10 ' 30 ' 24' 20' 60 ' 148' 7.5' 15' 40 ' 90 ' SE A R C H E R A V E . 30 ' 30' 2,700 SQ FT FFE: 1039.80' T 4' STORMWATER FACILITY SITE PLAN EXH. 1 ( IN FEET ) GRAPHIC SCALE 0 1 inch = 20 ft. 10 20 4020 SITE PLAN rtm engineering consultants rtm engineering consultants ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. PANDA STORE #: 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 ISSUE DATE: REVISIONS: PANDA HOME ESSENTIALS R1 D36423 rtm 24109 S8-26-D36423 WAUKEE, IA 50263 910 E. HICKMAN RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS 1933 N. Meacham Road Suite 700 Schaumburg, IL 60173 Telephone: (847) 756 - 4180 www.rtmec.com PLANNING SUBMITTAL 05-12-25 PLANNING RESUBMITTAL 08-18-251 PLANNING RESUBMITTAL 09-24-252 STORM PIPES AND STRUCTURES CLEANING CLEAN PIPES WHEN SEDIMENT DEPTH IS GREATER THAN ¼ OF PIPE DIAMETER, WITH A MAXIMUM SEDIMENT DEPTH OF 6”. WHEN CLEANING A PIPE, MINIMIZE SEDIMENT AND DEBRIS DISCHARGES FROM PIPES TO THE STORM SEWER. INSTALL DOWNSTREAM DEBRIS TRAPS (WHERE APPLICABLE) BEFORE CLEANING AND THEN REMOVE MATERIAL. GENERALLY, USE MECHANICAL METHODS TO REMOVE ROOT OBSTRUCTIONS FROM INSIDE STORM SEWER PIPES. DO NOT PUT ROOT-DISSOLVING CHEMICALS IN STORM SEWER PIPES. IF THERE IS A PROBLEM, REMOVE THE VEGETATION OVER THE LINE. SAFETY WORK INSIDE UNDERGROUND STRUCTURES REQUIRES SPECIAL OSHA-REQUIRED CONFINED SPACE EQUIPMENT AND PROCEDURES. THE MOST PRACTICAL OPTION MAY BE TO CONTRACT WITH A SEWER-CLEANING CONTRACTOR. MATERIALS HANDLING SEDIMENT AND DEBRIS FROM PIPES SHOULD BE DISPOSED OF PER LOCAL REQUIREMENTS REPAIRS REPAIR OR REPLACE PIPES WHEN A DENT OR BREAK CLOSES MORE THAN 20 PERCENT OF THE PIPE DIAMETER. REPAIR OR REPLACE PIPES DAMAGED BY DETERIORATION. INSPECTION PIPES ARE DIFFICULT TO INSPECT REQUIRING SPECIAL EQUIPMENT AND TRAINING. USUALLY, IF A PROBLEM OCCURS THE OWNER NEEDS TO CALL A SEWER OR PLUMBING CONTRACTOR TO INSPECT, REPAIR OR CLEAN PIPELINES. STORMSETTLER FOR MAINTENANCE REFER TO STORMTRAP STORMSETTLER OPERATION AND MAINTENANCE MANUAL. INSPECTION A VISUAL INSPECTION SHALL BE PERFORMED BY REMOVING THE LID AND INSPECTING ALL COMPONENTS ARE IN WORKING ORDER. IF ANY COMPONENT ARE NOT IN WORKING ORDER THEN CONTACT A STORMTRAP REPRESENTATIVE. MAINTENANCE ENSURE SUFFICIENT TIME HAS LAPSED FROM MOST RECENT RAIN EVENT FOR STATIC WATER CONDITION AND THAT NO RAINFALL IS ANTICIPATED DURING THE DURATION OF THE MAINTENANCE PROCEDURE. REMOVE ALL ACCUMULATED TRASH, DEBRIS, AND HYDROCARBONS STORED ON THE SURFACE OF THE WATER USING THE VACUUM HOSE OR POLE WITH ATTACHED SKIMMER OR NET. REMOVE NEUTRALLY BUOYANT MATERIAL USING THE VACUUM HOSE AND JET RODDER ARM OR POWER WASHER TO REMOVE STUCK DEBRIS FROM THE TRASH REMOVAL DEVICE. REMOVE SEDIMENT FROM THE SUMP OF THE STRUCTURE USING THE VACUUM HOSE, EMPTYING OUT ALL WATER AND DEBRIS. ONCE CLEANING AND DEBRIS REMOVAL HAS OCCURRED, PERFORM A POST-MAINTENANCE INSPECTION TO ENSURE ALL COMPONENTS ARE IN WORKING ORDER. EAST HICKMAN ROAD (HIGHWAY 6) 20 ' 10 ' 10 ' 30 ' 24' 20' 60 ' 148' 7.5' 15' 40 ' 90 ' 30 ' 30' 2,700 SQ FT FFE: 1039.80' T STOP STOP ST O P ST O P STOP 14 8 10 13 9 4' (4) GK (2) AR (3) PA (7) PL (14) SG(9) IG (11) VD (6) IG (9) SG (3) PL (7) IG (1) AR (1) AR (5) PL (2) VD (1) AR (32) IG (21) TM (21) IG Scale 1" = 20' 10'40'20'0' LANDSCAPE PLANTING THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. ROOT BARRIERS MULCHES LANDSCAPE CALCULATIONS ZONING: PD - C-1 SITE AREA:54,266 SF OPEN SPACE OPEN SPACE REQUIRED:10,853 SF (MIN. 20%) OPEN SPACE PROVIDED:18,625 SF (34.3%) SITE TREES TREES REQUIRED:11 TREES (1 TREE / 1,000SF) TREES PROVIDED:11 TREES SHRUBS REQUIRED:11 SHRUBS (1 TREE / 1,000SF) SHRUBS PROVIDED:57 SHRUBS PARKING LOT ISLAND TREES REQUIRED:7 TREES (1 OVERSTORY OR ORNAMENTAL PER ISLAND) ISLAND TREES PROVIDED:3 TREES* PARKING SETBACK 290 LF TREES REQUIRED:7 TREES (1 TREE / 40 LF) TREES PROVIDED:0 TREES* BUFFER YARD N/A - ADJACENT LOTS HAVE EXISTING FENCE AND SEPARATED BY THE STREET NO EXISTING TREES ON SITE * SITE CONFLICTS WITH EXISTING EASEMENTS PREVENT PLACING ALL REQUIRED TREES MIN PLANTING SIZES-THE MINIMUM SIZE FOR REQUIRED PLANTINGS, OTHER THAN THOSE IN REQUIRED BUFFERS, SHALL BE: -DECIDUOUS OVERSTORY TREES SHALL BE MINIMUM OF 8 FEET IN HEIGHT. -EVERGREEN OVERSTORY TREES SHALL BE A MIN. OF 6 FEET IN HEIGHT -DECIDUOUS ORNAMENTAL TREES SHALL BE A MIN. OF 6’ IN HEIGHT. MINIMUM QUANTITY: THE MINIMUM NUMBER OF PLANTINGS PER SITE SHALL BE: -A MIN. OF 50% OF ALL REQUIRED TREES SHALL BE OVERSTORY SHADE TREES. FOR ALL USES EXCEPT SINGLE FAMILY DETACHED AND DETACHED RESIDENTIAL DWELLINGS, A MINIMUM OF 25% OF ALL REQUIRED TREES SHALL BE EVERGREEN TREES. MIN. PLANTING QUANTITIES: COMMERCIAL: 1 TREE PER 1,000 SQUARE FEET OF REQUIRED OPEN SPACE AND 1 SHRUB PER 1,000 SQUARE FEET OF OPEN SPACE. PROPERTY LINE RESTORE TO LIMITS OF DISTURBANCE TRASH ENCLOSURE IRRIGATION CONCEPT 1.AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED AND QUALIFIED IRRIGATION CONTRACTOR. 2.THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. 3.ALL NON-TURF PLANTED AREAS SHALL BE DRIP IRRIGATED. SODDED AND SEEDED AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD-TO-HEAD COVERAGE. 4.ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE PLACED ON A VALVE DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT HYDROZONE. 5.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER POSSIBLE), RAIN SENSORS, AND MULTI-PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. SIGN - BY OTHERS SYMBOL CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE TREES AR 5 Acer rubrum `Red Sunset` Red Sunset Maple 2" Cal.Cont. or B&B 10`-12` GK 4 Gymnocladus dioica `Espresso` Kentucky Coffee Tree 2" Cal.Cont. or B&B 10`-12` PA 3 Picea abies 'Cupressina' Norway Spruce (Columnar)---Cont. or B&B 6` Ht. Min. SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SPACING SIZE SHRUBS IG 75 Ilex glabra `Shamrock` Inkberry 5 gal.Per Plan 18-24" Ht. PL 20 Physocarpus opulifolius `Little Devil` TM Dwarf Ninebark 3 gal.Per Plan 18-24" Ht. SG 23 Spiraea japonica `Goldmound` Goldmound Japanese Spirea 3 gal.36" OC 18" Min. TM 21 Taxus x media `Densiformis` Dense Yew 5 gal.36" OC 24" Min. VD 13 Viburnum dentatum `Arrowwood` Arrowwood Viburnum 3 gal.Per Plan 18-24" Ht. SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE GROUND COVERS TURF 5,083 sf Poa pratensis Kentucky Bluegrass sod ROCK / STONE RR 644 sf 1-1/2" River Rock River Rock mulch over weed filter fabric 3" depth PLANT SCHEDULE AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 4" THICK LAYER OF RIVER COBBLE, 1"-2" DIA., OVER LANDSCAPE FABRIC (ANY APPROVED) IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: ISSUE DATE: REVISIONS: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. PANDA STORE #: D36423 - 24109 S8-26-D36423 PLANNING SUBMITTAL 05-12-25 PANDA HOME ESSENTIALS R1 WAUKEE, IA 50263 910 E. HICKMAM RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 © COPYRIGHT 2024 HEIGHTS VENTURE LANDSCAPE ARCHITECTURE LAND PLANNING · IRRIGATION DESIGN 800.680.6630 www.evergreendesigngroup.com National Presence. Local Expertise. EVERGREEN DESIGN GROUP L01.0 PLANNING SUBMITTAL 08-26-25 PROPERTY LINE PROPERTY LINE PROPERTY LINE RESTORE TO LIMITS OF DISTURBANCE RESTORE TO LIMITS OF DISTURBANCE RESTORE TO LIMITS OF DISTURBANCE SIGN - BY OTHERS RESTORE TO LIMITS OF DISTURBANCE RESTORE TO LIMITS OF DISTURBANCE GENERAL GRADING AND PLANTING NOTES 1.BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT. 2.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). 3.IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS. a.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. b.CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. c.THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED. d.ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. e.ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS. f.SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER. 4.ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.). a.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE PRECEDENCE. b.NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS). c.THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. 5.CONTRACTOR SHALL PROVIDE AND INSTALL SOLID SOD IN ALL RIGHT-OF-WAYS AND PARKWAYS (UNLESS NOT ALLOWED BY THE LOCAL JURISDICTION) AND SHALL PROVIDE WATERING AND MAINTENANCE UNTIL THE TURF IS ESTABLISHED AND HAS BEEN ACCEPTED BY OWNER. 6.THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. 7.SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. LANDSCAPE DETAILS & SPECIFICATIONS PLANT SPACING SCALE: NTSE 4 X 2X 3 2 1 5 6 7 4 1 2 3 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. MULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 3" HIGH EARTHEN WATERING BASIN. 5 6 7 SHRUB AND PERENNIAL PLANTING SCALE: NTSB 8 WEED FABRIC UNDER MULCH. 8 PLANTING SPECIFICATIONS FINISH GRADE.44 3 2 1 NOTES: 1)INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. 2)BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE. 3)TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. MULCH, TYPE AND DEPTH PER PLANS.3 TAPERED STEEL STAKES.2 ROLLED-TOP STEEL EDGING PER PLANS.1 D SCALE: NOT TO SCALE STEEL EDGING TURF (WHERE SHOWN ON PLAN).4 PLANT.3 MULCH LAYER.2 CURB.1 1 432 OF MATURE CANOPY 24" MIN. TO EDGE DISTANCE PER PLAN C SCALE: NOT TO SCALE PLANTING AT PARKING AREATREE PLANTING SCALE: NOT TO SCALEA PLANT CENTER (TYP.) EQ U A L E Q U A L EQ U A L EDGE OF PLANTING AREA EQUAL NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS. 1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA: TOTAL AREA / AREA DIVIDER = TOTAL PLANTS PLANT SPACING AREA DIVIDER PLANT SPACING AREA DIVIDER 6"0.22 18"1.95 8"0.39 24"3.46 10"0.60 30"5.41 12"0.87 36"7.79 15"1.35 2) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREA WITH THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANT SPACING = TOTAL PLANT SUBTRACTION EXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETER STEP 1: 100 SF/1.95 = 51 PLANTS STEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL 5 6 7 4 1 8 9 11 10 12 PREVAILING WINDS NOTES: 1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 2"-4" ABOVE FINISH GRADE. 3.FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL. 4.REMOVE ALL NURSERY STAKES AFTER PLANTING. 5.FOR TREES 36" BOX/2.5" CAL. AND LARGER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 6.STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT IN WIND. 1 2 3 TREE CANOPY. CINCH-TIES (24" BOX/2" CAL. TREES AND SMALLER) OR 12 GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. TREES AND LARGER). SECURE TIES OR STRAPS TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. PRESSURE-TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. MULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL. UNDISTURBED NATIVE SOIL. 4" HIGH EARTHEN WATERING BASIN. TRUNK FLARE. CONIFEROUS TREE PREVAILING WINDS STAKING EXAMPLES (PLAN VIEW) 2 4 6 7 8 9 10 11 1 4 3X ROOTBALL DIA. 5 2 3 5 12 NON-CONIFEROUS TREE 13 13 FINISH GRADE. GENERAL A.QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3.THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE LOCAL JURISDICTION. B.SCOPE OF WORK 1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS. 2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. 3.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. PRODUCTS A.ALL MANUFACTURED PRODUCTS SHALL BE NEW. B.CONTAINER AND BALLED-AND-BURLAPPED PLANTS: 1.FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2004. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS). 3.ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 4.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 5.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 6.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. 7.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED. C.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D.SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. E.TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. F.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED. G.FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING AGENCY (SEE BELOW). H.MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. I.WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC (OR APPROVED EQUAL). J.TREE STAKING AND GUYING 1.STAKES: 6' LONG GREEN METAL T-POSTS. 2.GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER. 3.STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. K.STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL. L.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A.SOIL PREPARATION 1.BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2.SOIL TESTING: a.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. b.CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. c.THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3.THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4.FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a.TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii.AMMONIUM PHOSPHATE 16-20-0 - 15 LBS PER 1,000 S.F. iii.AGRICULTURAL GYPSUM - 100 LBS PER 1,000 S.F. b.TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING: i.NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii.12-12-12 FERTILIZER - 10 LBS. PER CU. YD. iii.AGRICULTURAL GYPSUM - 10 LBS. PER CU. YD. iv.IRON SULPHATE - 2 LBS. PER CU. YD. 5.CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE BEFORE INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFORE INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL. 6.ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B.GENERAL PLANTING 1.REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2.EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3.TRENCHING NEAR EXISTING TREES: a.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). b.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. c.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. d.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. C.TREE PLANTING 1.TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2.SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3.FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL. 4.INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5.BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. 6.THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a.1"-2" TREES TWO STAKES PER TREE b.2-1/2"-4" TREES THREE STAKES PER TREE c.TREES OVER 4" CALIPER GUY AS NEEDED d.MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7.UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS). D.SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING 1.DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2.INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED BARRIER CLOTH IN PLACE. 3.WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PLANTING AREA. E.SODDING 1.SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2.LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3.LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 4.ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 5.WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. F.CLEAN UP 1.DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. G.INSPECTION AND ACCEPTANCE 1.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2.WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. H.LANDSCAPE MAINTENANCE 1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER. 3.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. I.WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2.AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. J.PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. IRRIGATION SPECIFICATIONS (DESIGN/BUILD) GENERAL A.GENERAL 1.AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE ENTIRE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED AND QUALIFIED IRRIGATION CONTRACTOR. 2.THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE SYSTEM SHALL HAVE A REDUCED-PRESSURE BACKFLOW PREVENTION DEVICE INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. THE BACKFLOW DEVICE SHALL BE ENCLOSED IN A VANDAL-RESISTANT ENCLOSURE. 3.ALL NON-TURF PLANTED AREAS SHALL BE DRIP IRRIGATED. SODDED AND SEEDED AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT 100% HEAD-TO-HEAD COVERAGE. 4.ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS (WATER NEEDS, SUN EXPOSURE, ETC.) SHALL BE PLACED ON A VALVE DEDICATED TO PROVIDE THE NECESSARY WATER REQUIREMENTS SPECIFIC TO THAT HYDROZONE. THE PLANTING PLAN SHALL BE THE BASIS OF IRRIGATION DESIGN, AND THE IRRIGATION CONTRACTOR SHALL OBTAIN AND THOROUGHLY REVIEW A COPY OF THE PLANTING PLAN PRIOR TO SUBMITTING A BID FOR IRRIGATION DESIGN/BUILD SERVICES. 5.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE TECHNOLOGY ON ROTOR AND SPRAY HEADS, RAIN SENSORS, AND MULTI-PROGRAM COMPUTERIZED IRRIGATION CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. 6.THE DESIGN OF SPRAY AND ROTOR AREAS SHALL ACHIEVE A DISTRIBUTION UNIFORMITY OF 0.7 OR BETTER. B.SCOPE OF WORK 1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS. 2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. IN CASE OF CONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALL PREVAIL. 3.THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER, BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS. C.QUALIFICATIONS OF IRRIGATION CONTRACTOR 1.ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN FOR SPECIFIC EQUIPMENT AND SYSTEM LAYOUT. 2.THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A TEXAS LICENSED IRRIGATOR, AS REGULATED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. A LICENSED IRRIGATOR OR LICENSED IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR PROVIDES FOR A LICENSED IRRIGATOR OR LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITE AND SUPERVISING ALL IRRIGATION WORK. 3.3.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. PRODUCTS A.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE OF THE FOLLOWING BRANDS: RAINBIRD, TORO, NETAFIM. OTHER MANUFACTURERS MAY BE PROPOSED TO THE OWNER, AS MAY BE APPROPRIATE. B.THE BACKFLOW PREVENTION DEVICE SHALL BE REDUCED-PRESSURE TYPE, SIZED TO MEET IRRIGATION DEMAND AND MINIMIZE PRESSURE LOSSES. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. C.PIPING 1.PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT-OF-CONNECTION: a.SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS b.CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2" c.CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER 2.NON-PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200 PVC 2.SLEEVES: SCHEDULE 40 PVC 3.FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE. D.VALVES AND DRIP VALVE ASSEMBLIES: EACH VALVE SHALL BEAR A PRE-MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. 1.VALVES FOR SPRAY AND ROTOR CIRCUITS SHALL BE COMMERCIAL-GRADE, GLOBE-TYPE, NORMALLY CLOSED. 2.VALVES SHALL HAVE A ONE-PIECE SOLENOID DESIGN AND FLOW CONTROL HANDLE. E.QUICK COUPLERS: 3 4", TWO-PIECE BODY, WITH LATCHING COVER. F.BALL VALVES: 1.BRASS BALL VALVES SHALL BE INSTALLED WHEREVER PRESSURIZED MAINLINE CROSSES VEHICULAR AREAS, AND INSTALLED ON THE UPSTREAM SIDE OF THE MAINLINE. 2.PVC BALL VALVES SHALL BE INSTALLED AT THE ENDS OR DRIP RUNS, FOR FLUSHING DRIP LINES. 3.ALL BALL VALVES SHALL BE FULL-PORT, LINE SIZE, AND INSTALLED IN THEIR OWN 9" ROUND VALVE BOXES. G.VALVE BOXES: ALL VALVES BOXES SHALL BE LOCKING BOLT-DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE STATION NUMBER HEAT-BRANDED INTO THE LID WITH 2" HIGH LETTERS. ONLY ONE VALVE SHALL BE INSTALLED PER VALVE BOX. H.FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAY NOZZLE. NOZZLES SHALL BE HIGH-EFFICIENCY. I.INTEGRAL EMITTER DRIP TUBING: TUBING WITH INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE TUBING ASSEMBLY. 1.IN GENERAL, THE FOLLOWING EMITTER FLOW RATES AND SPACING SHALL BE USED: a.CLAY AND CLAY LOAM SOILS: 0.6 GPH, EMITTERS SPACED AT 12" O.C., PARALLEL TUBING RUNS SPACED AT 18" O.C. b.MEDIUM-TEXTURE LOAM SOILS: 0.9 GPH, EMITTERS SPACED AT 12" O.C., PARALLEL TUBING RUNS SPACED AT 18" O.C. c.SANDY AND SANDY LOAM SOILS: 0.9 GPH, EMITTERS SPACED AT 12" O.C., PARALLEL TUBING RUNS SPACED AT 12" O.C. 2.CONTRACTOR SHALL GUARANTEE A MINIMUM OF TWO EMITTERS PER #1 OR #5 CONTAINER PLANT. J.AUTOMATIC CONTROLLER: COMMERCIAL-GRADE MODULAR CONTROLLER, SIZE AS APPROPRIATE FOR THE NUMBER OF PERMANENT VALVES, PLUS ADDITIONAL MODULES AS NEEDED FOR ANY TEMPORARY IRRIGATED AREAS (SUCH AS NATIVE SEED). PROVIDE VANDAL-PROOF ENCLOSURE FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE-VOLTAGE DISCONNECT SWITCH WITH GROUND FAULT PROTECTION. K.24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL, SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR STATION AND COMMON WIRE. 1.STATION WIRE - RED 2.COMMON WIRE - WHITE 3.EXTRA COMMON WIRES - BLUE K.WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX. L.RAIN SENSOR: WIRELESS RAIN/FREEZE SENSOR. METHODS A.THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO PLACEMENT LOCATION IS CORRECT. B.THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. C.THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL ANY PORTION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES OR DIMENSIONS EXIST. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS. D.SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER SUPPLY. E.THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. F.AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT LEAST 55 PSI AND LESS THAN 70 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED RANGE, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE OWNER IN WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION, THE IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED IN SUCH CIRCUMSTANCES. 1.SHOULD STATIC WATER PRESSURE BE BELOW 55 PSI, A PUMP MAY BE REQUIRED FOR PROPER OPERATION OF THE IRRIGATION SYSTEM. THE IRRIGATION CONTRACTOR SHALL DISCUSS THE NEED FOR A PUMP WITH THE OWNER, AND PROPOSE OPTIONS FOR THE PROPER FUNCTIONING OF THE IRRIGATION SYSTEM. G.THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, STRUCTURES AND UTILITIES. H.COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES. I.TRENCHING NEAR EXISTING TREES: 1.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). 2.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. 3.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. 4.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. J.BACKFILL 1.ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL MATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, BRUSH, SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE DURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH IN ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVE LANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 2 INCHES OF ROCK-FREE SOIL, SAND, OR OTHER APPROVED MATERIAL. 2.IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE OF DEBRIS. K.BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE CONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO SERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTER IN A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW). L.PIPING: 1.PIPE SIZE SHALL CONFORM TO THE STANDARD OF CARE FOR PIPE SIZES. THE IRRIGATION CONTRACTOR SHALL ENSURE THAT THE FLOW THROUGH ANY PIPE DOES NOT EXCEED 5 FPS. 2.MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES. LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 12 INCHES. 3.ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE THREADS ONLY. 4.ALL SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT-WELD PRIMER AND GLUE. 5.PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER. M.VALVES 1.VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS. 2.VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL LOCATED BELOW THE VALVE. LOCATE BOXES WITHIN 12 TO 24" OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES 1" ABOVE FINISH GRADE IN TURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH). 3.EACH VALVE BOX COVER SHALL BE HEAT-BRANDED WITH THE CONTROLLER STATION NUMBER. N.DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS. 1.DRIP LINES IN AREAS WITH ORGANIC MULCH, SUCH AS SHREDDED WOOD, SHALL BE BURIED, NO MORE THAN 2" BELOW FINISH GRADE. 2.DRIP LINES IN AREAS WITH ROCK MULCH SHALL BE MOUNTED ON GRADE AND BENEATH LANDSCAPE FABRIC, AND SECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 48" ON CENTER. O.SPRAY, ROTOR, AND BUBBLER HEADS: 1.ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION. 2.ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF 1 2 INCH FLEX PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH WELD-ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TO LATERAL LINES WITH PRE-MANUFACTURED SWING JOINTS. 3.ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE SPECIFIED. 4.ALL ROTOR, SPRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC. P.AUTOMATIC CONTROLLER: 1.INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER. 2.THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO CONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. 3.NO WIRE SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THE CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH CONNECTION. 4.PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES. 5.CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE KIT" (UNLESS OTHERWISE SPECIFIED). 6.PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF IRRIGATION CONTROLLERS. 7.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES. Q.INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER. R.ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. S.QUALITY CONTROL 1.PERFORM COVERAGE TESTS AFTER IRRIGATION SYSTEM IS COMPLETED, BUT PRIOR TO ANY PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. 2.TEST SYSTEM TO ASSURE THAT ALL PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY. 3.MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES. T.CLEAN UP 1.DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. U.INSPECTION AND ACCEPTANCE 1.UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2.WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THESE REQUIREMENTS, THE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3.THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. 4.CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 11" X 17" COLOR-CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE. 5.TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION: a.QUICK COUPLER KEYS (2) b.CONTROLLER MANUAL (1) c.CONTROLLER KEYS (2) d.A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. V.REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE AND START OF THE MAINTENANCE PERIOD, AS MAY BE APPROPRIATE. W.WARRANTY 1.THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY SETTLEMENT OF THE IRRIGATION TRENCHES. 2.BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER NON-OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. 3.IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY. Y.SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION CONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD-PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR, AT NO ADDITIONAL COST TO THE OWNER. ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: ISSUE DATE: REVISIONS: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. PANDA STORE #: D36423 - 24109 S8-26-D36423 PLANNING SUBMITTAL 05-12-25 PANDA HOME ESSENTIALS R1 WAUKEE, IA 50263 910 E. HICKMAM RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 © COPYRIGHT 2024 HEIGHTS VENTURE LANDSCAPE ARCHITECTURE LAND PLANNING · IRRIGATION DESIGN 800.680.6630 www.evergreendesigngroup.com National Presence. Local Expertise. EVERGREEN DESIGN GROUP L01.1 PLANNING SUBMITTAL 08-26-25 A-202 2 Scale= 3/16" =1'-0" FRONT ELEVATION A-202 5 Scale= 3/16" =1'-0" DRIVE THRU ELEVATION A-202 3 Scale= 3/16"=1'-0" PERSPECTIVE RENDER A-202 4 Scale= 3/16" =1'-0" ENTRY ELEVATION A-202 EXTERIOR COLOR ELEVATIONS MATERIALS W-2 W-1 ST-1 ST-1S MTL-1 CD-1W-3 A-202 3 Scale= NTS TRASH ENCLOSURE ELEVATIONS ARCH PROJECT #: PANDA PROJECT #: DRAWN BY: ISSUE DATE: REVISIONS: All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. 1683 Walnut Grove Ave. Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 PANDA EXPRESS, INC. PANDA STORE #: D36423 - 24109 S8-26-D36423 PLANNING SUBMITTAL 05-12-25 PANDA HOME ESSENTIALS R1 WAUKEE, IA 50263 910 E. HICKMAM RD PANDA HOME ESSENTIALS R1 PANDA EXPRESS HOUSTON 1111 North Loop West, Suite 800 Houston, Texas 77008 281.854.6100 DALLAS 5741 Legacy Drive, Suite 320 Plano, Texas 75024 281.854.6100 CHICAGO 3333 Warrenville Road, Suite 200 Lisle, Illionis 60532 281.854.6100 © COPYRIGHT 2024 HEIGHTS VENTURE PLANNING RESUBMITTAL 08-18-25 PLANNING RESUBMITTAL 09-16-252 EXTERIOR FINISH SCHEDULE MANUFACTURER MFG#NO COLOR NOTESFINISH ST-1S SW 7646 FIRST STAR CORONADO STONE PRODUCTS CHISELED STONE SILL W-1 STO -CD-1 FIBERON WILDWOOD BAMBOO COMPOSITE CLADDING - CONTACT: MARIA SCHOLLER 419.704.5924 EMAIL: maria.scholler@fiberoncladding.com MTL-1 CAP FLASHING"PANDA EXPRESS IRON ORE"-EXCEPTIONAL METALS BUILDING BODY CHARCOAL STONE CAP (3/8" VERTICAL JOINT - MORTAR TO MATCH STONE CAP) SW7069 IRON OREW-2 ACCENT BAND 3 PART STUCCO SYSTEM FINE STO 3 PART STUCCO SYSTEM FINE - ST-1 CORONADO STONE PRODUCTS STRIP STONE BLACKFOREST WAINSCOT CONTACT: 864-962-1221 PROVIDE 3/8" MORTAR JOINTS MFG: ARGOS, COLOR: CHARCOAL - SATIN FINISHMTL-2 PANDA VENDOR ALLEN INDUSTRIES PMS BLACK-7C CANOPY WITH LED WITH DOWN LIGHT AROUND BUILDING PANTONE COLOR 200C-REDW-3 BEHIND TRELLISSTO 3 PART STUCCO SYSTEM MFG#NO COLOR SW 7646 FIRST STARW-1 SW 7069 IRON OREP-1 P-2 PAINT SAFETY YELLOW 3 PART STUCCO SYSTEM MATERIALS % STUCCO 64% FIBERON 12% STONE 24% W-1 ST-1 ST-1S CD-1 MTL-1W-1 FINISH FLOOR 0'-0" A.F.F. T.O. CHAR. BAND 7'-2" A.F.F. B.O. BAND 10'-0" A.F.F. T.O. PARAPET 21' - 8" A.F.F. CD-1 W-2MTL-1ST-1 ST-1S MATERIAL CALCULATIONS STUCCO FIBERON STONE METAL 835 SF 200 SF 390 SF 85 SF FINISH FLOOR 0'-0" A.F.F. FINISH FLOOR 0'-0" A.F.F. W-1 ST-1 CD-1 MTL-1 W-3W-1 T.O. STOREFRONT 10'-0" A.F.F. ST-1S ST-1 ST-1SCD-1 PEAK 23'-3 1/2" A.F.F. EAVE 20'-2 5 8" A.F.F. W-1 MATERIAL CALCULATIONS STUCCO FIBERON STONE METAL 732.44 SF 211 SF 231.10 SF 133 SF FINISH FLOOR 0'-0" A.F.F. W-1 ST-1 CD-1MTL-1 W-1 PEAK 23'-3 1/2" A.F.F. EAVE 20'-2 5/8" A.F.F. T.O. STOREFRONT 10'-0" A.F.F. T.O. WAINSCOT 7'-2" A.F.F. ST-1S W-3W-2 MTL-2 MATERIAL CALCULATIONS STUCCO FIBERON STONE METAL 469 SF 63 SF 166 SF 203 SF FINISH FLOOR 0'-0" A.F.F. PEAK 23'-3 1/2" A.F.F. B.O. BAND 10'-0" A.F.F. T.O. WAINSCOT 7'-2" A.F.F. T.O. PARAPET 21'-8" A.F.F. T.O.PLATE STORAGE 8'-6" A.F.F. ST-1ST-1S W-1 MTL-1W-1 MTL-2 MATERIAL CALCULATIONS STUCCO FIBERON STONE METAL 612 SF 35 SF 195 SF 61 SF ST-1ST-1S W-1 P-2P-2 W-1 7' - 4 " P-1 W-1 7' - 4 " ST-1ST-1S 7' - 4 " P-1 P-2W-1 ST-1SST-1 W-1 P-2 7' - 4 " ST-1S ST-1