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HomeMy WebLinkAbout10162014PZ AgendaQTY BASTL HOME OF PELICAN ISLAND 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ FAX (772) 388-8248 AGENDA PLANNING AND ZONING COMMISSION THURSDAY, OCTOBER 16, 2014 7:00 P.M. 1. CALL TO ORDER 2. PLEDGE OF ALLEGIANCE 3. ROLL CALL 4. ANNOUNCEMENTS S. APPROVAL OF MINUTES: Regular meeting of October 2, 2014 6. OLD BUSINESS 7. NEW BUSINESS: A. Quasi -Judicial Public Hearing - Site Plan Modification - Wal-Mart Shopping Center - 3,503 SF Liquor Store Addition - 2001 U.S. Highway # 1 - Commercial Riverfront (CR) Zoning District 8. CHAIRMAN MATTERS 9. MEMBERS MATTERS 10. DIRECTOR MATTERS 11. ATTORNEY MATTERS 12. ADJOURNMENT ANY PERSON WHO DECIDES TO APPEAL ANY DECISION MADE ON THE ABOVE MATTERS, WILL NEED A RECORD OF THE PROCEEDINGS AND MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH APPEAL IS TO BE HEARD. SAID APPEAL MUST BE FILED WITH THE CITY CLERK'S OFFICE WITHIN TEN DAYS OF THE DATE OF ACTION. (286.0105 F.S.) IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS SPECIAL ACCOMMODATIONS FOR THE MEETING SHOULD CONTACT THE CITY'S ADA COORDINATOR AT (772)-589-5330 AT LEAST 48 HOURS PRIOR TO THE MEETING. TWO OR MORE ELECTED OFFICIALS MAY BE IN ATTENDANCE. CITY OF 540'FEMBASTIAN -- w HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT Site Plan Review Staff Report 1. Project Name: Wal-Mart Liquor Store Addition 2. Requested Action: Approval of a modification to the existing site plan which includes a 3,503 SF building addition (liquor store) along with required parking, stormwater, and landscaping. 3. Project Location 4. :1 6. a. Address: 2001 U.S. Highway #1 b. Legal: Lots 23 to 26 Inc, & also parts of Blks 57 thru 62 Inc & 64, also parts of Abnd R/W's of Wauregan Ave; Brevard Ave; Oak St; Walnut St & Orange St per City of Seb Ord #85-17 & also Inc Lots 10 to 12 Inc Blk 7 of Ocean Cove Subdivision C. Indian River County Parcel Number: 30-38-21-00001-0000-00023.3 Project Owner: Wal-Mart Stores East, LP 2001 SE 10" Street Bentonville, AR 72716 (479) 273-4000 Project Agent: Project Engineer: Mr. Allen C. Lane, Jr. P.E. CPH, Inc. CPH, Inc. 1117 E. Robinson Street Orlando, FL 32801 (407) 425-0452 7. Project Architect: Mr. Robert Melo BRR Architecture, Inc. 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 (913) 236-3394 1 8. Project Description a. Narrative of proposed action: Application has been made to construct a 3,503 SF liquor store addition to the northeast corner of the existing Wal- Mart building, sharing a common exterior wall. A total of 1,092 SF of new impervious area will be added to the site, along with additional landscaping. Drainage, utility, and traffic impacts will be minimal. b. Current Zoning and Land Use: Land Use: RMU (Riverfront Mixed Use) Zoning: CR (Commercial Riverfront) c. Adjacent Properties 0 Site Characteristics Zoning Current Land Use Future Land Use North CR Medical RMU East CR & PS Medical & Cemetery RMU & INS South CR Bank & Commercial RMU West county conservation county 0 Site Characteristics (1) Project Area: (2) Current Land Use(s): (3) Soil: (4) Vegetation: (5) Flood Hazard: (6) Water Service: (7) Sanitary Sewer Service: (8) Parks: (9) Police: (10) Fire: 2 23.5 acres retail St. Lucie and Archbold Commercial landscaping -American Elms, Crape Myrtles, palms, etc. Zone X Indian River County Utilities Indian River County Utilities Community Center -.25 mile Sebastian — 1 mile Roseland — 1 mile 9. Comprehensive Plan Consistency a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: n/a d. Public Facilities: consistent e. Coastal Management: n/a f. Conservation: consistent g. Recreation and Open Space: consistent 10. Contents of Site Plan: a. lot configuration: Provided b. finished ground floor elevation: 25.50' C. contours and designated number of dwelling units: 0 d. square footage of project area: 23.5 acres± or 1,023,660 SF e. building coverage: 181,687 SF +3,503 SF = 18.1% (30% maximum) f. square footage of impervious areas and open area: impervious 790,399 SF = 77.1% (80% maximum) open 233,261 SF = 22.9% (20% minimum) g. setbacks: Required Proposed Addition Front East 0' 440' Side North 5' 60' Rear West 10' 460' h. scaled drawings of the sides, front and rear of the building or structure: Provided 3 i. generalized floor plan indicating uses and square footage of each proposed use within each building or structure: Provided j. building exterior construction materials and color: Provided k. building height: 26' (maximum 35') I. location and character of all outside facilities for waste disposal, storage areas, or display: Provided M. location and dimensions of all curb cuts and driveways: Provided n. number of spaces with their location and dimensions: Provided Parking Required: One space for each 250 SF of floor area: 185,190 SF = 250 = 740.76 Parking Required: 741 spaces Parking Provided: 883 spaces (863 standard, 20 handicap) o. details of off-street parking and loading areas (including requirements of Article XV): Provided P. all off-street vehicular surfaces available for maneuvering: Provided q. surface materials: Provided r. number of employees: S. type of vehicles owned by the establishment: 0 t. If there is a combined off-street parking facility, required agreements: n/a U. Location of all pedestrian walks, malls, yards and open spaces: Provided V. location, size, character, and height or orientation of all signs: Provided W. location and character of landscaped areas and recreation areas: Provided X. location, design and character of all public, semi-public, or private utilities: Provided Y. location, height and general character of perimeter or ornamental walls, fences, landscaping: Provided Z. surface water drainage facilities plan certified by an engineer or architect registered in the State of Florida: Provided - SJRWMD permit modification has been received aa. location of existing easements and right-of-way: Provided bb. Land survey with complete legal description prepared and certified by a registered surveyor: Provided for area of modification CC. Verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property: Provided 11. Site location and character of use: Provided 12. Appearance site and structures: a. harmonious overall design: Yes b. location and screening of mechanical equipment, utility hardware and waste storage areas: Provided C. commercial and industrial activities conducted in enclosed buildings: Yes d. exterior lighting: Provided 13. Access, internal circulation, off-street parking and other traffic impacts: a. internal circulation system design and access/egress considerations: Provided b. separation of vehicular and pedestrian areas: Provided 14. Traffic impacts: Per the traffic impact study, the project does not propose any significant impacts on any links, roads or intersections. Therefore, no roadway improvements are required. 15. Open space and landscape (including the requirements of Article XIV): a. Name, address and phone number of the owner and designer: Provided b. North arrow, scale and date, minimum scale of one inch equals fifty (50) feet: Provided C. Property lines, easements, and right-of-way with internal and property line dimensions: Provided 5 d. Location of existing or proposed utility service: Provided e. Location and size of any existing or proposed structures: Provided f. Location and size of any existing or proposed site features, such as earthen mounds, swales, walls and water areas: Provided g. Location and size of any existing or proposed vehicular use area: Provided h. Location and size of any existing or proposed sidewalks, curbs, and wheel stops: Provided i. Location of sprinkler heads, hose bibs, or quick cupplers and other information on irrigation: All landscaping will be irrigated by an automatic irrigation system. Contractor to install additional irrigation lines as required and connect to existing irrigation system. Calculations of required type, dimensions and square footage of landscape materials and of required landscape areas, including: total site area, parking area, other vehicular use area, percentage of non- vehicular open space, perimeter and interior landscape strips, and required number of trees: Provided for area of modification k. Location of required landscape areas and dimensions: Provided I. Location, name, height and size of all existing plant material to be retained: Provided M. Location, size, height and description of all landscape material including name, quantity, quality, spacing, and specified size and specification of all plant materials: Provided n. Height, width, type, material and location of all barriers of nonliving material: Provided o. Location, dimensions and area of landscaping for freestanding signs: Additional freestanding signage is not proposed P. Show all landscaping, buildings, or other improvements on adjacent property within five (5) feet of the common property line: Provided q. Additional landscape considerations: None 16. Required screening of abutting residential and nonresidential uses: Provided L 17. Flood prone land and wetland preservation: n/a 18: Surface water management: Provided 19: Available potable water: Indian River County Utilities 20: Wastewater service: Indian River County Utilities 21: Soil erosion, sedimentation control and estuary protection: Provided 22. Additional considerations: Regarding the sale of liquor, staff requested and received a letter signed and sealed by a Professional Surveyor certifying that the liquor store front door is more than the required 450 feet from the closest St. Sebastian Catholic Church door. [670 feet] 23. Staff Conclusion: The proposed modification to the site plan is consistent with the Comprehensive Plan, the Land Development Code, and the Riverfront Overlay District. 24. Recommendation: Staff recommends approval of the modification to the Wal-Mart site plan located at 2001 U.S. Highway #1, for the addition of a 3,503 SF liquor store addition. o PREPARED BY DAT 7 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6842 Fax: 407.330.0639 August 18, 2014 Brian S Roggy I AIA Senior Associate BRR Architecture, Inc. 6700 Antioch Plaza, Suite 300 Merriam, KS 66204 RE: Store #1068, Sebastian, FL 2001 U.S. 1, Sebastian, FL 32958 Summary of Measurement I, Thomas J. Galloway, Florida Professional Surveyor and Mapper No. 6549, hereby certify that the measurement from the front door of the proposed liquor box to the closest door to the adjacent church is 670 feet and is greater than 450 feet as required by the City of Sebastian. The data was field collected under my direct supervision on August 11, 2014 using a GPS Hiper Pro in accordance with the Minimum Technical Standards set forth by the Florida Board of Professional Surveyors and Mappers in Chapter 5J-17, Florida Administrative Code, pursuant to Section 472.027 Florida Statutes. For the Firm: CPH, Inc. LB# 7143 By: Print: Title: VP, Director of Survey sig and Mapping Iip LF SE��I HOME OF PELICAN ISLAND Permit Application No, City IDS Sebastian Development Order Application -Applicant fif not owner, written authorization notarized from owner is required) Name' Allen C. Lane, Jr., P.E., CPH, INC. Address: 1117 E Robinson Street, Orlando, FL 32801 Phone Number: ( 407 ) 425 0452 FAX Number: ( ) - 407 330 0639 E -Mail; --- alane@cphcorp.com Owner if different from applicant) Name: Wal-Mart Stores East, LP Address: 2001 SE 10th Street, Bentonville, Arkansas 72716 l _ - Phone Number: ( 479 273 4000 ) LL FAX N.L.mber: E -Mail: Title of permit or action requested: Site Plan Review PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING, COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 8-112" BY 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM, A. Project Name (if applicable): Walmart Liquor Store addition B. Site Information Address: 2001 US Highway 1, Sebastian, FL 32958 Lot. Block: Unit Subdivision: Indian River County Parcel #: 30382100001000000023.3 Zoning Classification: CR Future Land Use: Existing Use: Proposed Use 11 C -STORES 1 S FREE STAND SAME C. Detailed description of proposed activity and purpose of the requested permit or action (attach extra sheets if necessary): Construct a new liquor store adjacent to the existing Walmart store. Work shall be contained wholly on site with no proposed off-site work. DATE RECEIVED: 31/l/ 1`' FEE PAIQ: $_SbO.ab _ RECEIVED EY c4tif �3�t Permit ApplicaCon No, ©, Rra`ect Personnel: Agent: CPH, inc. - Name: - - Allen C. Lane, Jr., P.E. Address - - 1117 E Robinson Street, Orlando, FL 32801 Phone Number_ ( 407) 425 0452 FAX Number ( � - 407 330 0639 E -Mail, alane@cphcorp.com Att4rl�e - -_ Name: Address Phone Number: ( ) - FAX Number. E -Mail: --- - Engineer: CPH, Inc— Name: Allen C. Lane, Jr., P.E. Address 1117 E Robinson Street, Orlando FL. 32801 Phone Number: ( ) _ - - - FAX Number: ( ) 407 425 0452 407 330 0639 _ E -Mail: alane@cphcorp.com - S u rveyor:- TNC Name: - ._.......__. . Tom Galloway Address 500 W Fulton Street, Sanford, FL 32771 Phone Number: { ) - FAX Number. ( ) _ 407 322 6841 407 330 0639 E -Mail: tgalloway@cphcorp.com 1, Allen C. Lane, Jr., P.E. , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: _ I AM THE OWNER X I AM THE LEGAL REPRESE=NTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA ANWOR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURATE AND eUE TO TH EST OF MY KNOWLEDGE AND BELIEF, SIGNATURE DATE SWORN TO AND SUBSCRIBED BE=F=ORE ME BY Allem C . /_�, t) r• WHO IS PERSONALLY KNOWN TO ME OR PRODUCED AS IDENTIFICATION, THIS 1 l AY OF 1 u l �j = 2011-L_ NOTARY's 0 1 - NOTARY'S SIGNATURE PRINTED NAME OF NOTARY COMMISSION NO.fExPIRATION SEAL: " A. ALWINE ** MY COMMISSION#FF 075823 EXPIRES: February 11, 2018 _1141, 0.ol BondedThruBudgelNotaryServices Permit Application No. The following is required for all comprehensive plan amendments, zoning amendments (including rezoning), site plans, conditional use permits, special use Permits, variances, exceptions, and appeals. I/WE, _ THE OINNER(S) / _X_ THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH is THE SURJEGT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE _ BOARDICOMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN CONNECTION WITH MY/OUR PENDING APPLICATION- I/WE HEREBY WAIVE ANY OBJECTION OR DEFENSE UWF MAY HAVE, DUE TO THE QUASI—JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING CR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MY/OUR PROCEDURAL OR SUBSTAN+TIV`= DUE PROCESS RIGHTS UNDER. THE FLORIDA CONSTITLMON OR THE UNITED STATES CONSTITUTION Vii€RE VIOLATED BY SUCH ENTERING OR VIEWING, THIS WAIVER AND CONSENT IS BEING SIGNED BY ME,rUS VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR PROM ES MADE, BY ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN. Z—�W� _C SIGNATURE DTE Sworn to and subscribed before me by L- y vl C, L.t k inL-,-Tr who is ersonall known to me or produced as identification, this I ay of -c ti (\I Notary's Signature Printed Name of Notary �,�.P�. A.ALWINE Commission NoJExpiration `� SearRIV SION A FF 075823 * *EXPIRES; February 11, 2018 aI°soFq�cfi`O� BondedThruBudget Noteryservices APPLICATION FEES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL. ADDITIONAL FEES FOR THE GITY'S CONSULTING ENGINEER REVIEW (WHEN REQUIRED) WILL BE THE RESPONSIBILITY OF THE APPLICANT. Aff Vlh)/Z� ACKNQWLED T A Permit Application No, Supplemental Information HOME OFPELIZAN ,,,,Site Plan Approval 1. Site size in acres or square feet: 23.50 Ac (existing). Proposed work area=0.79AI 1 2. Area of impervious surface in square feet' 2411 SF new impervious ® 3. Area of pervious surface in square feet' Reduction of 1092 SF of pervious 4. Attach the following: _/a, TWELVE complete sets of site plan with lot configuration, finished ground floor elevations, contours and designated number of dwelling units, and setbacks to scale indicating compliance with regulations. (Two sets must be sealed.) _ b. A scaled drawing of the sides, frort and rear of the building or structure, generalized floor plan indicating uses and square footage of each proposed use within each building or structure, building exterior construction material and color, and building ridgeline height. c, A surface -water drainage facilities plan certified by an engineer or architect registered in the State of Florida (3 SETS) d. TWELVE copies of land survey with complete legal description prepared and certified by a registered surveyor, e, A traffic impact analysis, if required (3 SETS) f. An erosionlsedimertation control plan (3 SETS), g. A copy of the landscape plan to meet the requirements of Article XIV. Tree Protection and Landscaping, or Article XXI Performance Overlay Districts, as stated in the Land Development Code. In. A verified statement showing each and every individual person having a legal and/or equitable ownership interest in the subject property except publicly held corporations whose stock is traded on a nationally recognized stock exchange, in which case the name and address of the corporation and principal executive officers will be sufficient, Permit Application No. 5. The following information is required on all site plans: a. Locate on the site plan and describe the character of all outside facil ties for waste disposal, storage areas, or display. J b, Locate on the site plan and show the dimensions of all curb cuts and driveways, including the number of spaces with their location and dimension, details of off-street parking and loading areas, all off-street vehicular surfaces available for maneuvering, surface materials. number of employees and number and type of vehicles owned by the establishment. Any combined off-street parking facilities shall be submitted with an agreement specifying the nature of the arrangement, its anticipated duration, and signatures of all concerned property owners. c Locate on the site plan all pedestrian walks, and height or orientation of all signs - d. Locate on the site plan and describe the character of landscaped areas and/or recreation areas. e. Locate on the site plan and describe the design and character of all public. semi-public, or private utilities such as water and wastewater disposal facilities, underground or overhead electric lines, gas transmission lines, or other similar facilities or services, f. Locate cn the site plan and describe the height and general character of perimeter or ornamental walls, fences. landscaping; including berms and other required screening devices, and any other plans for protecting adjacent property owners, — g. Locate on the site plan existing easements and rights-of-way. I IPf N #"#NNW. ■ SIDE ELEVATION Wa I m a r t B ! R ox 10/02/14 architecture F 068 - SEE3,41,S71AN, CAP P124 P124 STANDING SEAM METAL CANOPY REAR ELEVATION STANDING SEAM CAP METAL CANOPY CAP �_24 P94 HRC1 P124 P124 Lit L — — — — — — — — — — — — — ----- A �24 �P9 4qf 124j STANDING SEAM T E M L TAL CANOPY HRC1 TYP OF 4 F-- HRC1 - PREFINISHED STANDING SEAM (BROWN) P94 - EXT DROMEDARY CAMEL L -J' P124 - MEADOWLARK ELEVATIONS YXSP CLEAR AND - -VEL FLOOR SPACE 1 59•X60" CLEAR AND LEVEL FLOOR SPAC - I CONDENSING UMT,TPICAL, REF MEP nnn I ROOFMEMBRANETOBE 1 I ROOFSLOPE K DESIGNED PER FM 1-90 REF DETAIL I,lW REF 11 -2 - EMBED 8-A32WHENEMBEDED PATE PROJECTS 1 ABOVE TERMINATION BAR 3.1 I 703 4A' � q0 X� 2.3 3.4'.' CONT.SEALANT AND BACKER ROD, CONDENSING - UNIT, TYPICAL, REF MEP STANDING SEAM METAL AWNING (TYP) REFSTRUC 311 REFRIGERATED CASE LEGEND MISC. GROCERY EQUIPME-NTLEGEND MFR OR SUPPUER I MODEL NO. EQUIPMENTNOTES 1. REFERENCESHEETAIFOREQURAENTLOCATION 5. EQUIPMENTSUPPUED TO HAVETRIMITE SPANGLED SILVER PAINTED EXTEiIOR.WTH BLACK INTERIOR AND COLOR BMW 12. DOOR FRAMES TO BE CHROME 13, CONNECTED AND INSTALLED BY SUPPLER GC TO COORDINATE CONNECTION LOCATIONS FOR MAINTENANCE WITH SUPPLIER REF AEP ABBREVIATION KEY ES I EQUIPMENT SUPPLIER I RC REFRIGERATION CONTRACTOR, REF SPEC 15600 GC I GENERAL CONTRACTOR I mi WALMART +4.OV L TYP I 0!9 ROOF PLAN i I LIQUOR COOLER EC LIQUOR STOCKROOM (DO NOTrNT) EC K 3.-i. 4' x 6 SHEET OF P7 WTH J -MOLD ON ALL EDGES -- - - SEALMOP5INKAT _ FLOORLINEAND ADJACENTTOWALLS SINK AT INTERIOR WAl1S ELEVATION AT MOP SINK RACKING ANCHORAGE NOTES - RU PAINTCOLUMNS ELTOADERS ROOF PLAN NOTES 12 OF E WALLS SAA 110F DJA ENTWA LSSAMECCL TRANSITION E I AS WALL WIERE VISIBILE IN SALES L VIIH A ES REF 9-A47 K LOCATIONS ABOVE COOLER P19 FINISHICMU UNO. Iett 1 UQUORSALES HALF GONDOLA FIXTURE AT PERIMETER WALLS: EC 1 311 REFRIGERATED CASE LEGEND MISC. GROCERY EQUIPME-NTLEGEND MFR OR SUPPUER I MODEL NO. EQUIPMENTNOTES 1. REFERENCESHEETAIFOREQURAENTLOCATION 5. EQUIPMENTSUPPUED TO HAVETRIMITE SPANGLED SILVER PAINTED EXTEiIOR.WTH BLACK INTERIOR AND COLOR BMW 12. DOOR FRAMES TO BE CHROME 13, CONNECTED AND INSTALLED BY SUPPLER GC TO COORDINATE CONNECTION LOCATIONS FOR MAINTENANCE WITH SUPPLIER REF AEP ABBREVIATION KEY ES I EQUIPMENT SUPPLIER I RC REFRIGERATION CONTRACTOR, REF SPEC 15600 GC I GENERAL CONTRACTOR I mi WALMART +4.OV L TYP I 0!9 ROOF PLAN i I LIQUOR COOLER EC LIQUOR STOCKROOM (DO NOTrNT) EC K 3.-i. 4' x 6 SHEET OF P7 WTH J -MOLD ON ALL EDGES -- - - SEALMOP5INKAT _ FLOORLINEAND ADJACENTTOWALLS SINK AT INTERIOR WAl1S ELEVATION AT MOP SINK RACKING ANCHORAGE NOTES SHEET NOTES ROOF PLAN NOTES PROVIDE ANCHORAGE FOR THE SHELVING AND STORAGE 1. REF AS FOR FINISH SCHEDULE KEY.1. REFER TO MECHANICAL DRAW NGS FOR VENT RACK FIXTURES AS FOLLOWS 2 INTERIOR PLAN DIMENSIONSARETO FACE OF LOCATIONS 1:MO Be2'-1p FINISHICMU UNO. 2. PROVIDE CRICKET AT MECHANICAL EQUIPMEI IT, RTUS, HALF GONDOLA FIXTURE AT PERIMETER WALLS: 3. PROVIDE BATT INSULATION FOR SOUNDPROOFING IN ETC. INSTALL ROOFING INSULATION WRH 12 PER FOOT • AT FRAMES W1TH NSD° MARKON PLML TOILET ROOM PARTITIONS. SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS • AT END FRAMES 4. WALMART FURNISHED AND INSTALLED ITEMS SHOWN 3. MAINTAIN 9' MIN FROM TOP OF ROOF MEMBRANE TO (2)- 3W DIA x 2,2 POWERS WEDGE DASHED LINO TOP OF CURB AT CRICKETS. 13OLT-CONCRETE SCREWANCHOR AT EACH END 5. SEAL PERI METER OF TOILETS TO WALLS AND 4. REF 5SA32 FOR TYPICAL ROOF PENETRATION DETAILS FRAME WITH(1) BOLT PER ANCHOR BRACKETFLOORS. SEAL PERIMETER OF SINKS TOWAIL 5. LOCATIONS OF RIUS AND AHUS ARE APPROXIMATE, PLATE 6. DIMENSIONSOF REFRIGERATED CASES ARETOTIE CONTRACTOR MAY ADJUST LOCATIONS SO EDGES OF • AT INTERIOR FRAMES OUTERMOST POINTS OF THE CASER. ENDCAPS AND CURB FALL WTTHIN 3' OF JUST PANEL POINTS IF CURB (2)- 3R' DIAx212 POWERS WEDGE BUMPERS ARE CONSIDERED PART OF THE CASE CANNOTBEADJUSTED 50 BOTH CURB EDGESPRE BOLT+CONCRETESCREWANCHORATS-TOC(M4). WHERE THEY OCCUR DIMENSIONS ON THE FXWRE WITHIN 3' OF JOIST PANEL POINTS, ADD REINFORCING VWTH(1) BOLT PER ANCHOR BRACKET PLATE PLAN ARE FOR LAYOUT OF OWNER-FURMSHF)REMS PER STRUCTURAL TO JOIST WHERE CURB EDGEIEOGES • ATFRAMESWITH'S','V"ORROSHIdi'MARKONF'UW: ONLY AND ARE NOTE TO BE USED FOR LOCATION OF ARE MORE THAN 3' FROM JOINT PANEL POINT- REF (2)- 3B' DIAx 212 POWERS WEDGE WALLS AND OTHERCONTRACTORSUILTITEMS. STRUCTURAL BOLT•CONCRETESCREWANCHORAND(2)-I'WDE T PROPER INSTALLATION OF JOINTSEALANTSIS 1 x 22GAANCHOR STRAPS WATH(1) BOLT PER CRITICALTO MEETING WALMART QUALM \� ANCHOR STRAP AT EACH END OF BASE LEG OF ASSURANCE STANDARDS. PROVIDE SEALANTS IN I FRAME - STORAGE RACK FRAMES ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. REFERENCE SECTION 07900 FOR SEALANT ROOF LEGEND (2)- U7DIA x 3• POKERS WEDGE BOLT+CONCRETE SCHEDULE SCREW ANCHOR AT EACH UPRIGHTS RACK FRAME 6. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL WITH(1) BOLT PER BASE PLATE BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESSOFWHETIIER SHOWN ON THE DRAWINGS OR INDICATED IN THE i �! RTU EXHAUST FAN SPECIFICATIONS. SUCH JOINTS HOT SHOWN OR ` �� II ,IfS. _ - m LL SCHEDULED SHABE SEALED WITH SEALANTS NTS CONSISTENT WITH SPECIFIED MATERIALS OR ASI ; ®` T' REFRIGERATION OV RECOMMENDED BY THE MANUFACTURER FOR THE j� ! O A6 ❑ I I CONDENSER SPECIFIC APPLICATION L� - 9. REF RAI FOR INTERIOR DOOR AND FRAME FINISHES. MO z:F, --- ` KEYNOTES 1'•7 32'-V 1.0, SIGNAL I -A2 1.52 REFRIGERATED CASE CORNER PROTECTION T-11- 76-9' 5.20 STEEL PROTECTOR ANGLE; REF 6AAA 5.57 3Z' STAINLESS STEEL BOLLARD• 4- OD FURNISHED BY OWNER, INSTALLEDBYGC 8.03 49"HIGHPLYW0ODWAJNSC0TBEHIIND2a V,00D BASE 703 METAL GUTTER, PAINTED, UNLESS NOTED OTHERWISE (SIZE NOTED BESIDE KEYNOTE) 7.09 METAL DOWNSPOUT. PAINTED, UNLESS NOTED OTHERWISE (SIZE NOTED BESIDE KEYNOTE) 7.19 OVERFLOW SCUPPEJR(SIZE INOICATEDAT KEYNOTE) ].31 PRIMARY SCUPPER 7.3S SINGLE PLY ROOFING laW ELECTRIC HAND DRYER 10.98 TOILET PAPER HOLDER 10.07 SANITARY NAPKIN DISPOSAL 10.11 MIRROR 10.,2 TOILET SEAT COVER DISPENSER 10.14 GRAB BARS (INSTALL PLYWOOD BWMNG IN W A US) 1429 SOAP DISPENSER, MOUNT AS SHOWM IN PIAN WTH TOP OF DISPENSER 4T AFF WHERE DOOR IS IN UNPAINTED WALL PAINT DOOR ANO FRAME P16 RESTROOM PAINT DOOR P102 PAINT FRAME P102 RESTROOM SI DE PAINT FRAME P,6 - PAINTUOIXR OPPOSITE SIDE P78 SALES DOOR AND FRAME PAINT TRANSITIONS 9C -g - - - - - 3.1 2.3 0.9 RECE!'JtL OCT 9 9 2614 7 I �I 1:MO Be2'-1p G3 4 ,Fj ' m Al I I 1-� TYP ED F ----------J I z T;! � w I K d o On I I I D i,, \/ Q i I I 03 TYP LIQUOR SALES I 1 1 \� r TYP I - - I I 5.57 ❑b' EAS PEDESTAL R EDP) ` �� II ,IfS. - m A4., BK 950A IN O OV j� ! O A6 ❑ . MO z:F, MO ` MO 1'•7 32'-V I I -A2 4W-10' T-11- 76-9' 1 T9' COOLER PANEL 9 U -A7 TYP COOLER \\y I es, TYP LIQUOR STOCKROOM �$ I I E 0.9 3.1 2.3 0.9 RECE!'JtL OCT 9 9 2614 FINISH PLAN ENLARGED FLOOR AND FIXTURE PLAN u, hoeveb. jin yL t 7? EIFS 31,' BACKER ROD PNOSFIYAM. PROVIDE WEEPS PER MFR RECOMMENDATION. REFSPECS CONT. METAL FLASHING METAL COUNTERFLASHNG METAL COUNTERFLASMNG EXTEND 8" ONTO METAL DECK METAL DECK REF FLASHING DETAIL IG 1t7r=t•-v MET/LL COLINTERFLASHNG — METAL COUNTERFLASHNG EXTEND 8' ONTO METAL DECK METAL DECK REF FLASHING DETAIL PLYWOOD e 9 b a ___ 11 _305QFT. . A2 IItl2 YTC SIGNAGE STANDINGSEAM STANDINGSEAM MEfALAWNNG REF STRUCTJRPL HRCT METAL.DECXING REF STRUCTURAL AWNING FRAMING STOREFRONT REF STEAL GLAZING SYSTEM PAINT P15 STOREFRONT GIJ111NG DAWNING SECTION DAWNING ELEVATION 'GYPSUM. Fr— EATHNG ' GYPSUM ATSIMCOH EATHING NO GYP REQUIRED NGY WATER NOT REOUR® AINAGE EffS IRI EIFS GROOVE 15 L LLLVAI IUN CHISEL SPLIT FACE CMU AS REDO TO PROVIDE RELATIVELY SMOOTH SURFACE TO ACCEPT NEW CMU ROD SAVUCUT EXISTING CMU AS RCONTRO r JLMRED OIN CONTROL El L JOINT FILLER EXISTING CMU TO REMAIN CONTROL JOINT AT r --i EXISTING CMU MOUNTING ROLE PATTERNS FOR NON -ILLUMINATED 1lDh 4 SIGN INSTALLATION B VOL TOTO PLYYvOOD PROVIDED BY Y✓PIAWRT PLASTIC MOUNT FOR ALL - THREAD STUD, TYP BY SIGN lk— PLASTIC NON -ILLUMINATED SHEET NOTES i I -11 EXTERI.R GYPSUM CHANNEL LETTER BY SIGN I SHEATHING BY BULDING SUPPLIER SIGNAGE LOCATION 1 CONTRACTOR INSTALL ItT DIAal-THREAD 'ADHESIVETLN. fBY TO TOTALARFA AN DAPPROXIMATELOCAnONONLY. STUDS INTO PLASTIC MOUNTS j / BEAR PRIOR TO SIGN INSTALLATION 2 GUTTERS, DOWNSPOUTS, STEEL DOORS AND FRAMES, EXPOSED METAL FLASHING AND EXPOSED MISCELLANEOUS STEEL SHAIl MATCHADJACENT COLOR 3 PROVIDE PLYVOOD BACKING FOR SIGNAGE AS SHaMC REF SIGNAGE SHEET FOR SIZE REQUIREMENTS. PLYWOOD BACKING TO EXTEND,'Q BEYOND EDGES OF SIGN. SIGN INSTALLED BY OTHERS I TYP BY SIGN INSTALLER SIMILAR NAILS OR SIMILAR LIOUID NAILS 3W DIA HOLE FILLED WITH 1 N/A WHITE ,8' 11.38 SFBUILDING I i 12' BFS BY BUILDING ADHESIVE SEALANT . COATa1- KEYNOTES I CONTRACTOR THREAD STUD V61TH ADHESIVE THECONTRAGTOR MUSTAPPLY FORASEPAPATE81GN 3D5 CONCRETE 11.11 ETOL STUD FRAMING 81 PLASTIC NON -ILLUMINATED SHEET NOTES i EXTERIOR PLYWOOD CHANNEL LETTER BY SIGN I SHEATHING BY BUILDING SUPPLIER SIGNAGE LOCATION OTY i I CONTRACTOR 'ADHESIVETLN. fBY TO TOTALARFA AN DAPPROXIMATELOCAnONONLY. j / BEAR 2 GUTTERS, DOWNSPOUTS, STEEL DOORS AND FRAMES, EXPOSED METAL FLASHING AND EXPOSED MISCELLANEOUS STEEL SHAIl MATCHADJACENT COLOR 3 PROVIDE PLYVOOD BACKING FOR SIGNAGE AS SHaMC REF SIGNAGE SHEET FOR SIZE REQUIREMENTS. PLYWOOD BACKING TO EXTEND,'Q BEYOND EDGES OF SIGN. SIGN INSTALLED BY OTHERS I SIMILAR NAILS OR SIMILAR LIOUID NAILS 1 N/A WHITE ,8' 11.38 SFBUILDING NE POLYURETHANE KEYNOTES 1 NOTE: SIGNAGE DETAILS ARE BJFORMAnONN-ONLY. CONSTRUCTION ADHESIVE, THECONTRAGTOR MUSTAPPLY FORASEPAPATE81GN 3D5 CONCRETE 11.11 ETOL STUD FRAMING 81 MEEnNGASTMD3498AND i BU LDINGCONTRACTOR 0557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOWVOC,WITH BOY pLY1400D A MINIMUM SHEAR STRENGTH OF 250 PSI SIGN ATTACHMENT 5 � O u LLZW p g¢ g z W SEALANT TOOLED SMOOTH NQ I7 �I I I �I BACKER ROD DIAMETER=1.5xW TYPICALJOINT SEALANTDETAIL / B CONTROLJOINTWITH BACKER ROD AND SEAIANTTYP PREFORMED CONTROL LI. JOINT FILLER i' �il � 'i 1,,. �'i'�.:111� 1111 BACKER ROD CMU CONTROLJO,'NT AND SEALANT LOCATED ON STRUCTURAL DRAWINGS A CONTROL JOINT t t2"=r-B SIGNAGE SCHEDULE SHEET NOTES 7- DOWNSPOUTS ARE INDICATED FOR SIZE GUAN-MY, SIGNAGE LOCATION OTY LIGHTED COLOR SIZE TOTALARFA AN DAPPROXIMATELOCAnONONLY. 2 GUTTERS, DOWNSPOUTS, STEEL DOORS AND FRAMES, EXPOSED METAL FLASHING AND EXPOSED MISCELLANEOUS STEEL SHAIl MATCHADJACENT COLOR 3 PROVIDE PLYVOOD BACKING FOR SIGNAGE AS SHaMC REF SIGNAGE SHEET FOR SIZE REQUIREMENTS. PLYWOOD BACKING TO EXTEND,'Q BEYOND EDGES OF SIGN. SIGN INSTALLED BY OTHERS NTSIOt4e., 3E 1 N/A WHITE ,8' 11.38 SFBUILDING AL FRONT SIGNAGE 11.38 SF KEYNOTES 1 NOTE: SIGNAGE DETAILS ARE BJFORMAnONN-ONLY. 1.81 SIGNAGE THECONTRAGTOR MUSTAPPLY FORASEPAPATE81GN 3D5 CONCRETE 11.11 PERMIT BEFORE INSTALLATION. 4.80 CONTROLJOINT,TYP, REFSTRUCURAL 4.88 SPLIT FACE CMU 4.. SMOOTH FACE CMU 5.01 6' PIPE BOLLARD WITH BLUE PLASTIC SLEEVE (DIGHT OF SLEEVE NOTED BESIDE KEYNOTE) REF I"ZI 7-03 METAL GUTTER. PAINTED. UNLESS NOTED OTHERWISE (SIZE NOTED 13EMDE KEYNOTE) 7.04 METAL PARAPET COPING PAINTED 7-013 EXTERIOR INSULATION AND FINISH SYSTEM 7:07 ROOF UNE BEYOND 7-09 METAL DOWNSPOUT, PAINTED. UNLESS NOTED OTHERWISE (SIZE NOTED BESIDEIEYNOTE) SA2HOLLOWMETAL DOOR AND FRAhETYP PAINTED 8.05 ALUMINUM STOREFRONT 8.09 AUTOMATIC SLIDING ENTRANCE DOORS COLOR LEGEND Pts SUMMIT GRAY SWW7689 P94 EXTERIOR DROMEDARY CAMEL SVW7694(EXT) P724 M =522 , METAL ROOF COLOR LEGEND NOTE: GUIDING ADDITION TO BE PANTED TO MATCH I EXISTING BUILDING COLORS- GC TO NOTIFY ADR OFANY DISCREPANCIES PRIOR TO ORDERINGPAINT. EXIS NG G -PROPOSED ADDITION BLDG. AREA: 3,503 S.F.f F.F- ELEV. 25.50 19 ( 20 21 22 23 1 24 SITE DATA IAN0 COVERAGE SUMMARY STATEMENT OF INTENT: -. - THE OWNER PROPOSES TO CONSTRUCT A NEW 3,503 S.F. ,& 7E9,207 S.F.(n.1 I%) LIQUOR BOX ADDITION AND THE REQUIRED SITE SUPPORT 234,353 B.F. 8289%) ELEMENTS TO SERVE IT. - ADDRESS: 2001 U.S. MGHWAY 1, SESASTW4, FL 32SSB CONDITION: Q DAL.MARTSNEAREA MMA03(t.2ti'660S.F.f) 790,393 SF. y721%) ZONING: CR A3,261 SF. 1D23.WJ S.f. (10Q00%) LANDLISE 110-STORE(1S)-FREESTAND PARCEL303821GXW1001XXYF1233 BUILDING INFORMAnoN PRE -EXPANSION -EXISTING CONDITION: EXISTING BUILDING AREA 181,687 S.F. EXISTING BUILDING HEIGHT: W ..T EXISTING FLOOR AREARATIO: 0.17 NUMBER OF STORIES: i - ✓�_ POST -EXPANSION- PROPOSED CONDITION: ,. PROPOSED BUILDING EXPANSION AREA 3,503S.F. PROPOSEDTOTALSUILDINGAREA 1851190 S.F. PROPOSED BUILDING HEIGHT: 25 PROPOSEO PLOORAREA RATIO: 0.17 NUMBER OF STORIES: 1 MINIMUM BUILDING SETBACKS: REQUIRED: PROPOSED: FROM: 22' FRONT: 440 SIDE WEST): 15 SIDE W REAR: 20 REAR 480' IAN0 COVERAGE SUMMARY PRESXPANSION -EXISTING CONDRTON: IMPERVIOUBARFA 7E9,207 S.F.(n.1 I%) OPEN SPACE ,& 234,353 B.F. 8289%) TOTAL i WEBS S.F. PORT -EXPANSION- PROPOSED CONDITION: IMPERVIOUSAREA 790,393 SF. y721%) OPEN SPACE ,& TOTAL: A3,261 SF. 1D23.WJ S.f. (10Q00%) PARKING INFORMATION PRE -EXPANSION -EXISTING CONDITION: PARKING PROVIDEDB SP.11Sl.SS7S.F.= 4.B7SP.11.WS.F. (NOT INCLUDING 40 SPACES ALLOCATED FOR CART CORRALS.) POST -EXPANSION -PROPOSED CONDITION: PARKING PROVIDED: 803 SP. 1188,190 S.F: 4.R SP. 11.00 S.F. (NOT INCLUDING 40 SPACES ALLOCATED FOR CART CORRALS.) CRY OF SEBASTIAN REQUIRED PARKING: RETAIL 1.G SPACE PER 250 SF. OF FLOOR AREA 185,150 S.F. / 250 S.F. -741 SPACES TOTAL SPACES REQUIRED. 741 TOTAL SPACES PROVIDED: BEG PROVIDED. GO SPACES PAD PREP. NOTE FINALFOUNDATIONSUBSURFACEPREPARATION WALMART UQUOR BOX STORE NOAD3'0 SEBASTIAN INDIAN RIVER COUNTY, FLORIDA UNLESS SPECIFICALLY INDICATED OTHERWISE IN RIE ORAM ZINGS ANDIOR SPECIFlCAnONS, THE LIMITS OF THIS SUBSURFACE PREPARARDN ARE CONSIDERED TO BETHAT PORTION OF THE SNE DIRECTLY BENEATH AN05 FEET BEYOND THE BUILDING ANO APPURTENANCES. APPURTENANCESARE THOSE ITEMS ATTACHED TO THE BUILDINGS PROPER (REFERTO DRAWING SHEET SP1) TYPICALLY INCLUDING, BUT NOT LIMITED T0, THE BUILDING SIDEWALKS, GARDEN CENTER PORCHES, RAMPS, STOOPS, TRUCK YVELLSrDOCKS, CONCRETE APRONS AT TI AUTOMOTfVE CENTER. COMPACTOR PAD, ETC. THE BASE AND VAPOR BARRIER DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND APPURTENANCES ESTABUSH THE FINAL SUEGRADE ELEVATION AT THE BOTTOM OF THE BASE TO ALLOW FOR THE SLAB (REFERENCE ARCHITECTURPLAND STRUCTURAL DRAWINGS FOR SLAB THICKNESS) UNDERLAIN SY A VAPOR RETARDER (MINIMUM 15 MIL THICKNESS MEETING ASTM E1745, CIASS W REQUIREMENTS) ATOP A4 INCHAGGREGATE BASE. THE CONTRACTOR SHALL BE RESPONBIBI_E FOR OBTAINING ACCURATE MEASUREMENTS OF ALL CUTAND FILL DEPTHS, THE BASE MATERIAL SHALL BE BPEi BY WALMARPS CONCRETE CONSULTANT FOR THIS PROTECT AND INCLUDED IN THE RNAL REPORT. ANY PROPOSED EGUIVALENTALTERNATIVE SASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 3J DAYS AFTERAWARDOFCONTRACT ANYEQUNALENTALTERNATIVESH ONLYBEUSEDIFAPPROVEDBYTHECECANDAOR. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW.GRAOE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISNNG FILL, ANO SOFT OR OTHERWISE UNSUITABLEMATERIALFROMTL£EULDINGAREASUBGRADEMATERNLSHALLBEFREEOFOR CANDOTF RDELETERIOUS MATERIALS, SHALLBE COMPRISED OF INORGANIC, NON PLASTIC GRANULAR SOILSWTH LESS THAN THAT 12 PERCENTPASSING THE WEXI SIEVE (RELATIVELY CLEAN SAND WITH UNIFIED SOIL CLASSIFICATION OF SP. SPS,M, SPSC OR SW -W) AND SHALL MEET THE FOLLOWING REQUIREMENTS: LOCARONWTHRESPECTTOENAL GRADE P.I. LL BUILDING AREA, BELOW UPPER 4 FEET NP NP BUILDING AREA, UPPER 4 FEET NP NP SUBGRAGE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO AT LEAST95 PERCENTOF THEY= RED PROCTOR MAXIMUMDRY DENSITY (ASTM D557)ATAMOISN ECONTENTWITHIN3 ^'SS PERCENT BELOWTO 3 PERCENT ABOVE THE OPTIMUM. •.;,�� �.!1 HIGHGROUNDWATER LEVELSMAYPRFVAILINSOM MA SOFTHESTEANDGROUNOWATERCONTROLBHOULDBE 1:.• ANTICIPATED, PARTICULARLY IN ME EXISTING DITCHES, LOWAREAS,ORAREAS T,RATAREDEEPLY STRIPPED OR UNDERCUT. SHALLOW GROUNDWATER MAINTEWVNCE TYPICALLY CONSISTS OF PUMPING FROM SUMPS IN PERIMETER DITCHES OR PITS. GROUNDWATER CONTROL IS THE SOLE RESPONSIBIUTY OF THE CONTRACTOR F THE SOILS TO A DEPTH OF 2 FEET BELOW THE BASE OF ALL FOUNDATION EXCAVATIONS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM DI557). THE FOUNDATION SYSTEM SHAH BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS STRIP FOOTINGS AT WALLS. .. THIS FCT. INF ONBTTBSURFACEPREPARATION DOES NOT CONSTAKEMEOMPLETESITE WORK SPECIFTSAI.INCASE OF CONFLICT, INFORMATION COVERED M THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WPLMART SPECIFICATIONS. '� �• � REFER TO MEMAGE TECATIONS FORSPEBYU INFORMATION NOT SREDINT IN3 DATED THIS INFORMATION WAS TAKEM14; UES .)ECT N DIiNICAL REPORT BY UNIVERSAL ENGINEERING S OTECES.INC DATED APRIL 22.2014; REVINFORMATION ONLY S. NOT UESPROJECTN0.0795SPECIFI 0 ,&REPORT N0:111]062. THE GEOTECHNICPLREPORT IS FORINFORNIATION ONLY AND IS NOT CONSIOEREDADESIGN SPECIFICATION AN EMAIL ADDRESS FOR THE GEOTECHNICAL ENGINEER, BRAD FAUCETT ,P.E:bWucetl�univx�leigiraerng.mm 4 ANY GROUNDWATER DISPLACEMENT WILL REQUIRE A S EPARATE DEWATERING PERMR FROM THE CITY OF SEBASTIAN ANDMR ,&TRAFFIC IMPACT STATEMENT CALCUTATIONS BASED ON: STH EDRION ITE TRIP GENERATION LAND USE CODE 81 -REE STANDING DISCOUNT STORE OTISB TRAFFIC IMPACT STUDY SOFPWPRE. 'TRIP GENERATION COMPARISDN- 6aneri9 Lantl Uu Sia Wed,d4 AM Peak Prowl PM Pmk Pmol Fn Tau Twl Ev F t Tml Eo Fan Tool Existivg Swrt �Sivaun�i 5�a�re�o8 IS,.690.rRuve fm 5— 5300 1— 1}I 62 193 45J 903 Pr9pas4tl 215 Fceim6m8 135,190 squve fttl 5300 5309 105001lJ fi3 196 461 461 1953 Expmsian Diswiml Srme loamse io G. 100 100 300 2 1 TR 3 B 9 IT PearntMmsse 1:41% 1.92%, 1.92% 1153% 161%= ISS% 1.77% 1.999:' 131% 30 INDIAN RIVER COUNTY, FLORIDA ,&SECTION 21 -TOWNSHIP 30 SOUTH -RANGE 38 EAST CONSULTANTS WAL-MART STORES EAST, LP 2001 SE 10TH STREET BENTONVILLE, ARKANSAS 72716 (479) 273-4000 ATTN: ZACK POLLARD ENGINEER CPH, INC. 1117 EAST ROBINSON STREET ORLANDO, FLORIDA 32801 (407) 425-0452 ATTN.: ALLEN C. LANE, J.R., P.E. ARCHITECT BRR ARCHITECTURE, INC. 6700 ANTIOCH PLAZA, SUITE 300 MERRIAM. KANSAS 66204 (913) 236-3394 500 WEST FULTON STREET SANFORD, FLORIDA 32771 (407) 322-6841 ATTN.: JOHN BACH GEOTECHNICAL UNIVERSAL ENGINEERING SCIENCES 1818 7th AVENUE NORTH, UNIT 1 LAKE WORTH, FLORIDA 33461 (561) 540.6200 ATTN.:ALANABUBAKAR APPROVAL AGENCIES CITY OF SEBASTIAN DIVISION OF PLANNING AND DEVELOPMENT 1225 MAIN STREET SEBASTIAN, FLORIDA 32958 (772) 589-5537 ATTN.: MB. JAN KING FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST DISTRICT 400 N. CONGRESS AVE., SUITE 300 WEST PALM BEACH, FLORIDA 33401-2913 (561) 681-6600 ATTN.: REVIEWER WATER MANAGEMENT DISTRICT ST JOHNS RIVER WATER MANAGEMENT DISTRICT 601 SOUTH LAKE DESTINY ROAD MAITLAND, FLORIDA 32751 (407) 659-4800 ATTN.: REVIEWER INDEX OF SHEETS C-1 OVERALL SITE PLAN C-2 TOPOGRAPHIC SURVEY C-2.1 TOPOGRAPHIC SURVEY C-3 EROSION AND SEDIMENTATION CONTROL PLAN C-3.1 EROSION AND SEDIMENTATION CONTROL DETAILS AND NOTES C-4 SITE DIMENSION PLAN C-5 SITE GRADING, DRAINAGE AND COMPOSITE UTILITY PLAN C-6 GENERAL DETAILS RECEIVED C-6.1 GENERAL DETAILS OCT 0 9 ?0171 L-1 LANDSCAPE PLANS cityels'l,"113, crm4vly ce:wa+4nl Da: NOT FOR CONSTRUCTION E Land Tran 8 A, Unas TOPOGRAPHIC SURVEY FOR W almart:'® STORE #1068-00 2001 U.S. HIGHWAY 1, SEBASTIAN, FL 0 LYING IN SECTION 21 TOWNSHIP 30 SOUTH -RANGE 38 EAST I DIAN RIVER COUNTY, FLORIDA Abbreviation Legend: NOT TO SCALE - ACTUAL MES - MITERED END SECTION - AIR CONOITIONER MH - MANHOLE cTv - CABLE TV RISER D - AMERICAN CONGRESS ON SURVEYING & MAPPING - AMERICANS WITIR DISABILITIES ACT MLP MPH - METAL LIGHT POLE -MILES PER HOUR pO - RECLAIMED WATER VALVE - AMERICAN LAND TITLE ASSOCIATION MPP - METAL POWER POLE - APPROXIMATE - AIR RELEASE VALVE N/A NAVD - NOT APPLICABLE - NORTH AMERICAN VERTICAL DATUM Cg - CONCRETE MITERED END SECTION - AVENUE - AVERAGE NAD NG - NORTH AMERICAN DATUM - NATURAL GROUND 0 - SCHEDULE B REM NUMBER (8) - BEARING BASIS NGS - NATIONAL GEODETIC SURVEY (B) -a- BUS STOP SIGN - BACK FLOW PREVE14TER NGVD - NATIONAL GEODETIC VERTICAL DATUM - DUAL SUPPORT SIGNI ® - BLOCK - BVILDING N & D N0. - NAIL AND DISK - NUMBER 0 - 5/8" IR&C LB 81143 - BOULEVARD NR - NON -RADIAL (ME) v- MEDIAN SIGN - BENCH MARK - BACK OF CURB NSPS - NATIONAL SDOETY OF PROFESSIONAL SURVEYORS - FIRE HYDRANT - BACK OF WALK - BUILDING SMACK UNE NT HIS - NON -TANGENT - NOT TO SCALE S - STRIPING (DIRECTIONAL) - BARBED WIRE PENCE OD - OUTSIDE DIAMETER Q - FWND IRON PIPE (AS NOTED) - DENOTES SHEET NUMBERING FOR ENGINEERING PLANS ORB - OFFICIAL RECORDS BOOK 0 - TELEPHONE JUNCTION - CALWLAIID - CHORD OR OUL - OFFICIAL RECORDS - OVERHEAD UTILITY ONES - CABLE TELEVISION RISER - CHORD BEARING OIL (P) - OVERHEAD TRAFFIC UNES - PUT GO - GREASE TRAP MANHOLE - CONCRETE BLOCK STRUCTURE PB - PUT BOOK Line Legend: - CURB & GUTTER - CATCH INLET PC PCC - POINT OF CURVATURE - POINT OF COMPOUND CURVATURE NOT TO SCALE - CENTERLINE - CHAIN UNIX FENCE PCP PFF - PERMANENT CONTROL POINT - PROPOSED FINISHED FLOOR - -1- -= 1 FOOT CONTOURS - CONCRETE MONUMENT PG - PACE - -e- - = 5 FOOT CONTOURS - CORRUGATED METAL PIPE - CLEANOUT PGS PI -PAGE$ - PGNT OF INTERSECTION ------ = AOJONER PROPERTY LINES - CONCRETE PK - PARKER KAYLON % — — — - BARBED WIRE FENCE - CORNER - CORRUGATED PLASTIC PIPE POB POC - PGNT OF BEGINNING - POINT OF COMMENCEMENT - - BROKEN UNE - COUNTY UTILITY EASEMENT POL - POINT ON LINE w - BURIED CABLE - CROSSWALK SIGNAL - DELTA PP PRC - POWER POLE - POINT OF REVERSE CURVATURE _ — = BURIED CABLE TELEVISION - DESCRIPTION PRM - PERMANENT REFERENCE MONUMENT u: =BURIED ELECTRIC - DEED BOOK - DIAMETER AT BREAST HEIGHT IN INCHES PSM PT - PROFESSIONAL SURVEYOR &MAPPER - POINT OF TANGENCY — ury - BURIED FIBER OPTICS - DRAINAGE EASEMENT - DEPARTMENT PVC PVmTR38E - POLYVINYL CHLORIDE PIPE - NT w =BURIED GAS - DUCTILE IRON PIPE R3BE RANGE - RANGE 38 EAST 38 - — u- = BURIED RECLAIMED WATER LINE - DRIVE R - RADIUS — sex = BURIED SANITARY ONES - DRAINAGE AND UTILITY EASEMENT RAD OCP - RACAL - REINFORCED CONCRETE PIPE — — - BURIED SANITARY SEWER FORCE MAIN UNE - ENGINEERING PLAN - ELECTRIC JUNCTION BOX REG - RECOVERED —Tp— = BURIED IRAFFIC CONTROL - UNDERGROUND ELECTRICAL LINES REV RP - REVISW - RAOUS POINT — ur -BURIED TELEPHONE LINE - ELECTRIC - ELEVATION R/Y! -RIGHT-OF-WAY — v BURIED WATER ONES - ELLIPTICAL RLS RP - REGISTERED LANO SURVEYOR _E - CENTER UNE R /W - END OF INFORMATION - EDGE OF PAVEMENT RW_ - RAGUS POINT - UNDERGROUND RECLAIM WATER LINE - CHAIN UNK FENCE - FIELD BOO( - FLORID DEPARTMENT OF TRANSPORTATION RWM SE - RECLAIMED WATER METER -SPECIAL EASEMENT — = EASEMENT LINES (EXISTING)- FINISH FLOOR SEC 21 SMH - SECTION 21 - SANITARY SEWER MANHOLE ----- ---= = EASEMENT LINES (PROPOSED) FIAT GRATE INLET - IT GLASS LIGHT POLE SO - SOU- EDGE OF WATER LINES - FIRE HYDRANT - FORCE MAIN SO FT ST - SQUARE FEET - STREET RITE® = EXISTING DRAINAGE PIPES - FOUND STMH - STORM DRAINAGE MANHOLE = EXISTING DRANAGE PIPES (OUTFALL NOT LOCATED) - FLORIDA POWER AND LIGHT - GRID (STATE PLANE) S/W IS - SIDEWALK - TANGENT BEARING - =HOT WATER SUPPLY LINES - UNDERGROUND GAS LINES T30S - TOWNSHIP 30 SOUTI - = IRRIGATION LINES - GDVERNMENT - GROUND PENETRATNG RADAR TELE TL - TELEPHONE - OVERHEAD TRAFFIC SIGNAL UNES _ m� - OVERHEAD TRAFFIC LINES GREASE - TRAP MANHOLE TOB - TTP OF BANK ou = OVERHEAD UTILITY ONES - HIGH DENSITY POLYETHYLENE PIPE TOE TR - TOE OF ROPE _ TELEPHONE RISER = RAILROAD TRACK LINES - HOG ARE FENCE TRANS - TRANSFORMER PAD - IDEMIFICARoN - IRRIGATON CONTROL VALVE TSB _TRAFFIC SIGNAL BOX =RIGHT-OF-WAY LINES - INFORMATION - INVERT ISS P M - TRAFFIC SIGNAL SUPPORT POLE - UNDERGROUND CABLE TV LINES ----- = SECTION LINES =STONE WALL LINES - IRON PIPE - IRON PIPE & CAP CTYP) UE -TYPICAL - UTIEASEMENT - TOP OF BANK LINES - IRON RW LINK - UNKNOWNLITY — >a =TOE OF SLOPE LINES - IRON TI&CAP - IRRIGATIONON WW. / - UNDERGROUNDlE1EPHONE UNES - J- - TREE LINES - ARC LENGTH W. UWITHNDERGROUND - UNDQRCRWND WRIER UNE — TM1W — -TRAVERSE ONES - UCENSW BUSINESS NUMBER - LIGHT POLE WLP WM - WOOD LIGHT POLE - WATER METER — aNr = UNKNOWN BURIED LINES - MEASURED - MAP BOO( - MAILBOX WP WPF WPP - WORK PROGRAM - WOOD POST FENCE - WOOD POWER POLE //— - VINYL FENCE s� - WOOD FENCE WV - WATER VALVE — ' - WETLAND UNE Topographic Survey Area: A PORTION OF WALMART STORE NUMBER 1068-00 LOCATED AT 2001 U.S. HIGHWAY 1, SEBASTIAN, FLORIDA. Symbol Legend: NOT TO SCALE - AIR RELEASE VALVE !J - PARKING SPACES (2) - BORING HOLE LOCATION ® - REVISION NUMBER (3) cTv - CABLE TV RISER D 19 -RECLAIMED WATER METER A -CENTRAL ANGLE pO - RECLAIMED WATER VALVE - CONCRETE ® -ROOF DRAIN _ CLEAN OUT Sign Legend: Cg - CONCRETE MITERED END SECTION © - SANITARY SEWER MANHOLE _ SANITARY SEWER VALVE NOT TO SCALE - CONCRETE RIP RAP 0 - SCHEDULE B REM NUMBER (8) (A1) a AISLE SIGN N - CONCRETE UTLJTM POLE < - GROUND LIGHT (B) -a- BUS STOP SIGN - COUNTY ROAD SYMBOL - SECTION CORNER (DNE) — DO NOT ENTER SIGN (R5-1) - DUAL SUPPORT SIGNI ® f7 - 4" X 4" CM lB {1143 (H C) -o- HANDICAP SIGN - ELECTRICAL MANHOLE p - ELECTRICAL JUNCTION BOX 0 - 5/8" IR&C LB 81143 (KR) -o- KEEP RIGHT SIGN 9 - ELECTRIC OUTLET T - SIGN (ME) v- MEDIAN SIGN [; - ELECTRIC RISER 0 - SITE BENCHMARK (ND) -o- NO DUMPING SIGN - FIRE HYDRANT ® - STORM SEWER MANHOLE (NL) -o- NO LEFT TURN SIGN (R3-2) - FLOOD UGHT S - STRIPING (DIRECTIONAL) (NU) v NO UTTERING SIGN - FOUND CONCRETE MONUMENT (AS NOTED) O - TELEPHONE CABLE RISER (FL) — NO PARKING FIRE LANE SIGN Q - FWND IRON PIPE (AS NOTED) ® - TELEPHONE MANHOLE(NOR) (NOR) -� NO RIGHT TURN SIGN (R3-1) A - FOUND IRE ftEBAR (AS NOTED) 0 - TELEPHONE JUNCTION (NOT) -r NO TRUCKS (R5-2) A -GAS VALVE 0 - TEST HOLE Iff - GRATE INLET m _ TRAFFIC SIGNAL BOX ® - TRAFFIC SIGNAL SUPPORT POLE (NP) ->f NO PARKING SIGN (1W) v ONE WAY MGM (RB -2) GO - GREASE TRAP MANHOLE m- WATER METER (PE) v PEDESTRIAN CROSSING SIGNGN E- - GUY ANCHOR - HANDICAP PARKING SPACE W§ - WATER SERVICE _WATER SPIGOT (RTO) T RICHT TURN ONLY -INTERSTATE SYMBOL. 005 (SL) SPEED LIMIT SIGN -IRRIGATION CONTROL VALVE p - WATER SPRINKLER- (S» v STOP SIM (R1-1) - CONCRETE LIGHT POLE WATER VALVE - WELL (SS) — STREET SIGN -LIGHT POLE - WETLAND FLAG (TZ) v TOW AWAY ZONE SIGN(J1 - LIGHT POLE (DUAL) -WOOD UTILITY POLE (TE) -rr TRUCK ENTRANCE SIGN - LIGHT POLE (TRIPLE) - UNKNOWN MANHOLE (U) -rT UNKNOWN SIGN +LIGHT POLE (QUAD) 0 s�ppyy CONCRETE PAVERS QNRr (Nl) --v- WEIGHT LIMIT SIGN rd - MAILBOX - DETECTABLE WARNING AREA (WW) WRONG WAY SIGN ° -MONITOR WELLS CONCRETE LIGHT POLE (DUAL) NAIL & DISC (AS NOTED) - CONCRETE LIGHT POLE (TRIPLE) (Y) YIELD SIGN BRICK PAVERS 4- - CONCRETE LIGHT POLE (QUAD) 3 - GARBAGE CAN 0 - UNKNOWN RISER r If -PULL BO% AS NOTED NOTE: II THIS SURVEY IS NOT VALID WITHOUT SHEETS C-20 AND CFZ1 VICINITY MAP NOT TO SCALE Survey Notes: 1. "SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' 2. "ADDITI DNS OR DELEPONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES." 3. ELEVATIONS ARE BASED ON THE FINISHED FLOOR ELEVATION OF 25.50 OF THE WALMART SUPERCENTER STORE NUMBERED 1068-00 PER OVERALL SITE PLAN CREATED BY H.F. LENZ COMPANY. PRCJECT NUMBER 93-038 17 DATED 11/11/93. SITE BENCHMARKS ARE SHOWN ON SHEET C-2.1 4. THIS SURVEY IS NOT VALID WITHOUT SHEETS C-2.0 AND C-2.1 5. THE LAST DAY FIELD WORK WAS PERFORMED WAS 4/22/10. 6. HAVING CONSULTED THE NATIONAL FLOW INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 120123 DIGS H EFFECTIVE DATE DECEMBER 4, 2012, THE SUBJECT PROPERTY APPEARS TO UE IN ZONE UT X, WITH AREAS DETERMINED TO BE OSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THIS DETERMINATION WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS 7. HORIZONTAL WELL -IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.05 (FT). THE EQUIPMENT USED TO LOCATE THE FEATURES WAS A LEICA SCAN TION P20. 8. THE SURVEY WAS PREPARED NIHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED. 9. FENCES EXISTING ON, OVER OR ADJACENT TO SUBJECT PROPERTY, ARE DISPLAYED HEREON; OWNERSHIP WHETHER SINGULAR OR JOINT WAS NOT DETERMINED BY THIS SURVEY. 10. VERTICAL FEATURE ACCURACY: "ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0.05 (FT)." 11. DIMENSIONS ARE SHOWN RELATIVE TO UNITED STATES STANDARD FEET AND DECIMALS THEREOF, UNLESS THE OBJECT SHOWN IS COMMONLY IDE"nm IN INCHES, IE TREE DIAMETER, PIPE DIAMETER, ETC. TREES DEPICTED ARE COMMON NAMES AND MEASURED AND LABELED AS DIAMETER AT BREAST HEIGHT IN INCHES. 12. THE UNDERGROUND UTILITIES DEPICTED BY PIPE UNEFYPES ARE APPROXIMATE IN NATURE BASED UPON AN INSPECTION OF THE MANHOLE, GRATE, ETC. OF EACH FACIUTY. EXISTING PIPES WERE NOT LAMPED OR AN VIEWED FOR OBSTRUCTIONS OR CONNECTIVITY. Index of Sheets C-2.0 COVER SHEET C-21 TOPOGRAPHIC SURVEY 1 huehy certify Not We Ptta hod "Tvpn9rvpl$3_$irey^- + y4-(>EySvoa'+-de bed prop-ty Is true I'd correct to the best of my knorin9Bb,; Ipfdrtnatiom_�nd-eefl f T surveyed in the field on April 22, 2014. I further cern t -TMs -^.,$p ycphR SJEyeymesio the ", om technicd stantlaMs set forth In �e.(8lapler. 5.}-17-vf The �vrida A&nhlslr00ve Cotle. _ - --_- OCT -7 2014 For the Fhm B, C�-f ArohltE Engim EIVlronn LandSc.p6 A M/EI Plennr Survey Traffic I Trans Offlees I • Florid. • Puerto • Co.... • Maryla • Texas 3 Se v 3 0 y Li O s6o w-I1au 9anfiortl, Fl. Ph: 4eT.323 urwr.g Eng. Q.OA N. Survey L& , LreJecP. Ric. No.l Sheet cm Ar L A.M. Englrre E_lmnm Landscape A WEI PI. - Survey, Traffic / Trans Offlces h . Florlda Puerto •Con • Marylai .T.. 3 � a v_ 3 � A U mo wa.e Pm Sanford. R. Pk 4gT Y1: License Eng. GOA N SuetyLB N Aeck Lic. Nn A Lndcw. Lia Na E: Sheet RVEY 5 NOT VALID Wii1011T SNEEIS C-20 AND FZ1 .1Vn =NUigPPLI CSafL t, oniR �.o.c LU lAll LU ` I 1].]:7ladn�Pi LEY-,]36lREC65ta. GMT i i U Q a 0 n 0 3 E: Sheet RVEY 5 NOT VALID Wii1011T SNEEIS C-20 AND FZ1 .1Vn =NUigPPLI CSafL t, oniR �.o.c CAUTION- NOTICE TO CONTRACTOR THE CONIRACrOR Ib SPECIFICALLY CAMONED THATTHE LOCATION ANDIOR ELEVATION OF EXISTING MLTIESAS SHOWIN ON THESE PIANS IS BASED ON RECORDS OF THE VARIOUS MUTY COMPANIESMD, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT M BE RELIED UPON AB BEING EXACTOR COMPLETE THE CONTRACTOR MUST CALL THEAPPROPRIAM MEIN COMPANY AT I EkST n HOURS BEFOREANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. T SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN BY THESE PLANS. LIMITS OF DISTURBANCE CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WTH THE EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING ANDfOR GRADING SHALL BE PERMITTED. IT SHALL BE THE CONTRACTORS RESPONSI BIUTY TO ELIMINATE TRACK -OUT FROM THE AREAS WITHIN THE UMTS OF DISTURBANCE NO STOCKPILING, TEMPORARY STORAGE OR STAGING OF EITHER NEW, SALVAGED OR WASTE MATERIAL SHALL BE ALLOWED BEYOND THE LIMITS OF BMP PROTECTED AREAS. AREAS BEYOND BMP LIMITS BUT WTHN THE LIMITS OF DISTURBANCE MAY BE USED FOR CONTRACTOR PARKING. ANY GROUND DISTURBING ACTIVITIES BEYOND THE DEFINED LIMITS OF DISTURBANCE ARE STRICTLY PROHIBITED, -NoncE To coNTRAcraR- OFF-SITE DRAINAGE AREA ACREAGE AVERAGE MAXIMUM COVER SLOPE SLOPE TYPE^ CONTRACTORSHPLLIMMmIATELVREMOVE CAUTION NOTICE TO CONTRACTOR- ANY DIRTOI USIDE THE UM" OF DISTURBANCE J= O d Q6 IF PROPERLY IMPLEMENTED, THIS PLAN VMLL PROVIDE AN WHNG EQIAPMEM BETWEEN DISTURSEDNRBEDAREAS EFFECTIVE MEANS FOR CONTROLLING EROSION.HOWEVER, cE -CONSTRUCTION EXIT a R IS ACKNOWLEDGED THAT NO ONE PLAN CAN BE PREPARED THAT WILL DEPICT ALL POSSIBLE CONTROL MEASURES m NECESSARY FOR VARIOUS STAGES OF CONSTRUCTIONT . HE w CONTRACTOR SHALL INCLUDE IN THE BASE BID ADEQUATE FUNDS TO PROVIDE ALL EROSION CONTROL MEASURES U NECESSARY TO COMPLY WITH CODES FOR THE DURATION OF N TRAFFIC NOTE- Plan. THE CONSTRUCTION PROJECT. TH EKSIIC STORE.NOTRAFFI STING SBE 1wi PE. MITPAFPC SHALL BE PERM1-TED THE FROM OF TIRE STORE EROSION & SEDIMENTATION CONTROL PLAN/SITE MAP, SHEET 1 OF 2, MUST BE POSTED IN JOB TRAILER. SEE EROSION CONTROL DETAIL SHEET, THIS SET, FOR GENERAL EROSION NOTES, USGS QUADRANGLE MAP, VICINITY MAP AND EROSION CONTROL MEASURE MAINTENANCE REQUIREMENTS. SPECIFICATIONS REQUIREMENTS THE REOUIREMENTSSHOWN ON THIS PLAN ARE SUPPLEMENTED BY THE SM P CONTAINED WITHIN THE PROJECT SPECIRCATONS.IN CASEOF CONFUCTS BETWEEN THE PLANS, SWPPP SPECIFICATIONS AND THE APPLICABLE LAWSIREGULATIONS, THE MOSTSMINGENT REOUIREMEMS EHALL APPLY. UPON IMPLEMENTATION ANO INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, FUELAND MATERIAL STORAGE CONTAINERS, SOUD WASTE CONTAINERS. ETC, IMMEDIATELY DENOTE THEM ON THE SUE MAPS AND NOTE ANY CHANGES IN LOCATION PS THEY OCWR THROUGHOUT THE CONSTRUCTION PROCESS. THE LOCATION OF THE ABOVE REFERENCED AREAS SHALL M CONFINED TO THE UMTS OF DISTURBANCE SHOWN ON THIS RAN. NOTES: t. /NSTA[L HENMITEDWA TITLESAAD AT7LEiAND INLET PROTECTIONMSTAV IN PLACED PAOGAESSO/LTAIES. WEIGHTED WATTLES AND INLET PROTECTION MUST BE IN PLACE PRIOR TO bUBGRl10E DISNR&NOACTMIIES. WSTALL SWPPP INFORMATION SIGN 2REMOVE EXIS TING CONCRETE, PAVEMENT, BOLLARDS, ETC.IN AREAS OF NEVJCONSTRUCTION. 3. CONSTRUCT NEW BUILDING IMPROVEMENTS, ASPHALT, CONCRETE, ETC. a, NOTES: 1. CONSTRUCTONTRAFFICNOTE—ONSTECONSTRUCTON TRAFFIC TO USE ACESS LANE BEHIND STORE TO CIRCULATE BETWEEN WORK AREA AND CONTRACTOR STAGING AREA 2 CONSTRUCTION TRAFFIC IS TO USE NORTH EAST DRIVEWAY CONNECTION TO US -t FOR INGRESSIEGRESSTO SITE NO CONSTRUCTION TRAFFIC SHALL USE JACKSON STREET. 1 Almay, L,,ll Eta Mac full buvness days before you d:e 11 Sunsnine844 Al,com mNssTs oraR wsnNGVIAUNvrr, PaRwxo Lor,aw unKc. IOJYEPR FLOOOPLpWS. ROOD WAv FN ro mE NATIONAL FT➢00 w.uRAIKE FimCitPM. 8000 Il.nuawcw.r xwvtFlRM) WowNwvExcounmco•mlxm P—NO. CM"o EFFEcmE aT<OF CEC.I,MILT6S RRWERTYDES WZONE A SPECNLFTGW HAZARDAREa OFF-SITE RUN-ON ACREAGE SUMMARY` OFF-SITE DRAINAGE AREA ACREAGE AVERAGE MAXIMUM COVER SLOPE SLOPE TYPE^ - WEIGHTED WATTLE ON PAVEMENT wA wA wa wa - CwER p.E. V[GeTATEn, PwvEO, �axrEo�E Ca OFF-SITE MATERIAL AREA(S) INFORMATION STIENAME: RPOspt SDE NAME: -OWSITEADORESS: SPOSPLSDEAWR.SS. s«mwvsrtEPERwr HaDErc MSPosaLSITEPERAm HaLmx owsnEeEroart NtY. SPosusDEPERNmw qY 577EPEfaeTNNG AGENCY: 5PMOLSNEPEPMr ..AGENCY. I) CCNiRNCIUR,RHNL FAL W EaRRGYiPNO OISPOSPL INFIXLMATIONAeaJE. ieoNRRxraeswusrarei-or�oumio wn mrsv o_Z�r I,_ �e�T�is�uarsvr�GUREorrnen aao.Eer. www.CF A Fu! AI EI Env" Landau I, P SL Traffic /' Olfi • FI • PI •G •M • Ti LEGEND 4 <1<1. - WEIGHTED WATTLE ON PAVEMENT •� Loo ��- LIMITS OF DISTURBANCE J= O d Q6 m U m -rr - SWPPP INFORMATION SIGN cE -CONSTRUCTION EXIT a � m m ® IPI GEOTEXTILE BAG INLET PROTECTION w U Plan. SOIL EROSIO WSEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CGNSTRUGIION SE0.ENCc 1Vi FFB PPR NA AM JIA aW SEP O lAN FEB R I,NT JUN JUL SEP DE I)C'ONrtRACTIXR . N C01SHULUHETABLEBYMIINGTHE a=PLICv�BLE ALTVmES As PROECTPRCGREssES. z) TIME sa>EouLeMusrcaoE vAmsEouENCE of corvsrRucllay. ACREAGE SUMMARY ro OFFSITE gSNRBEOPREA cRES ousAREA 0.&i cREs Eo"AREA o.o1 ACRFs ATCCMPLfRON DEVELOPER/OWNER: WAL-MART STORES EAST, LP MAIL STOP 5570 2001 SE 10TH STREET BENTONVILLE, AR 72716-5570 479-273-4000 SITE OPERATORIGENERAL CONTRACTOR: IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. Sh 10 STORMWATER OUTFALL OUTFALL FROM THE EXISTING STORME WATER POND DRAINS TO LAKE MENDOZA. WHICH THEN DRAINS TO SAINT SEBASTIAN INLET AND ULTIMATELY TO THE INTERCOASTAL WATERWAY AND ATLANTIC \ OCEAN. USGS QUADRANGLE MAP SCALE=1 °=2000 FEET 'SWPPP INFORMATION' MUST BE 4' (MINIMUM) SHEET 2 OF 2, MUST BE POSTED IN JOB TRAILER. WWW-�PI,D DISPLAYEDPROMINENTLY----SWPPP ACROSS THE TOP OF THE SIGN, AS INFORMATION SHOWN IN THE DETAIL SPECIFICATIONS SECTION 02370 (SWPPP-), AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. SIGN TO BE CONSTRUCTED OF A Arch. RIGID MATERIAL, SUCH AS COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND BECOME FAMILIAR WITH THEIR CONTENTS. PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNERTO C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST PROTECT DOCUMENTS FROM MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER DAMAGE DUE TO WEATHER (NND, SUN, MOISTURE, ETC.J. THROUGHOUT ALL PHASES OF CONSTRUCTION. DETAILED DESCRIPDON OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE STIE. s I II II I J 1 11 OTES CAUTION, BAGGED INLET PROTECBON REOMRES ADDRIONAL MAINTENANCE TO ENSURE THAT THE SMP FUNCTIONS PROPERLY AND DOES NOT CAUSE FLOOD.. INLET GRATE LOOPS SIZED FOR 2X1/4' RECTANGULAR SAR. UFT FlLTER SAG FROM INLET USING RECTANGUUV2 BAR FOR HANDLES. E O OVEI FLOW HOLES GEOTEXTIUE BAD 'v 114' BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAW LOOPS SIZED FOR 1' REBAR. USE REBAR FORA HANDLE TO \ EMPTY FlLTER SACKATA BEDIMENTCOLLECTK)N LOCATION THE SWPPP INFORMATION SIGN MUST BE LOCATED IN A PROMINENT, PUBUCLY ACCESSIBLE LOCATION NEAR THE MAIN ENTRANCE OF THE SITE. SUCH THAT THE DOCUMENTATION CAN BE READ WTHOUT ACCESSING THE JOBSITE, BUT NOT OBSTRUCTINGMEWSAS TO CAUGEA TRAFFIC SAFETY HAZARD. AUL MSTED WCUMENTS MUST BE MAINTAINED IN ACLEARLY REMABIE CONDITION ATALL TIMES THROUGHOUT CONSTRUCTION ALLPAGM MUST BE POSTED. THE CONTRACTOR MAY UTILIZE ACCESSIBLE VMTERPROOF FOLDERS TO STORE THESE DOCUMENTS IF TWILL BE DIFFICULT TO POST ALL PAGES INDIVIDUALLY. CONTRACTOR SHALL POST OTHER STORMWATER ANDMR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCIES. SUMS UEMPMMRMODIFICA MREQUESTSORRENEWALAPPLICATIOWS DTHEIRASSOCIATEDAUr NO TIONSOR RESPONSES SHALL BE POSTED ON THE SNPPP SIGN SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. SWPPP INFORMATION SIGN N.T.S. iTREVISED: WAL-MART MODIFIED IUNE2012 DETAIL ISOMETRIC VIBW TJ(2' w RUBBER BLOCK(TYP) i/4" BRIGHTLY COLORED NYLON ROPE DSANSON RESTRAINT SECTION VIEW PROFILE VIEW OF INSTALLED FILTER SACK �� EOTEXTILE BAG INLET PROTECTION DETAIL N.T.S. ANCHOR LOOP IN NON -PAVED AREAS (4 PER 10 Fi. BAOI. SHEETFLOW INGTALL WEIGHTED 1 1 SLT E50� URS. To THE !1 WEIGHTED_`-_- WNGGHTEOWATTLE 13 11 13 / BUTT JOINT OR LAP PER MANUFACTURER DETAILS WEIGHTED WATTLE DETAIL NT.S. SEGJRE RECTANGULAR BAR TO OR UNDER SURROUND NG SURFACE 1. REMOVE TRAPPEDSEDIMENTWHENBRIGHTLY COLORED EXPANSION ftESTRPIM CAN NO LONGER BE SEEN 2 GEOTEXTLE SHALL BE AWOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE MEN OIL SPILLS AREA CONCERN. 4. INSPECT PER REGULATORY EQUIREMENTS. 5. THE W DTH W. OF THE FILTER SACK SHALL MATCH THE INSIDE W,OTH OF THE GRATED INLET BOX B. THEDEPM°D-,OFTHEFILTERSACKSHALLBE BETWEEN IB INCHES AND 3S INCHES. C]. THE LENGTR'12, OF THE FILTER BACK SHNIMATCH THE WSIDE LENGTH OF THE GRATED INLET BOX B EXTRA CARE SHALL BE TAKEN TO ENSURE REGULAR MAINTENANCE OF FILTER SACKS USED IN RIGHT OF WAY TO ENSURE ADEQUATE DRAINAGE CAPACITY. DEVELOPERIOWNER: WAL-MART STORES EAST, LP MAIL STOP 5570 2001 SE 10TH STREET BENTONVILLE, AR 72716-5570 479-273-4000 SITE OPERATORIGENERAL CONTRACTOR SUPERINTENDENT: IMPORTANT: GC INIUST SIGN ALL PLAN -SHEETS AND ANY NEW PLAN SHEETS ISSUED BY THE CEC. EROSION & SEDIMENTATION CONTROL PLANISITE MAP, �� SHEET 2 OF 2, MUST BE POSTED IN JOB TRAILER. WWW-�PI,D GENERAL EROSION NOTES A THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS DRAVNNG ('SITE MAP-), THE STANDARD DETAILS, A FuII S SPECIFICATIONS SECTION 02370 (SWPPP-), AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. A Br E Arch. B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND BECOME FAMILIAR WITH THEIR CONTENTS. Engin ERMIT C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST La dW pe J MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER M/E THROUGHOUT ALL PHASES OF CONSTRUCTION. Piann D. BEST MANAGEMENT PRACTICES (BMPS) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS Sum! OR MANUAL OF PRACTICE, AS APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY Traffic / Tran PERMITTING AGENCY OR OWNER. OBices E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATER$. PERMITS FORANY CONSTRUCTION ACTIVITY IMPACTING STATE • Florid WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. . P.M F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL • COnrP PERMIT, • Ma; • To— G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA MICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. CONTRACTOR SHALL CONSTRUCT TEMPORARY BERM ON DOWN STREAM SIDES IN COMPLIANCE WTH 02370 SPECIFICATION. 1111111 I J' Y H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. I. SUFFICIENT OILAND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY 96mP1 i�rr AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. -Q : STATE, J. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER OR OTHER APPROVED DUST SUPPRESSION MATERIAL 1 :- O THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS - PROHIBITED. K RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. L ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. M. ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE, MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST -GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING OR BLANKETS AS SHOWN ON SITE MAP. N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTMT! OCCURRED IN THESE AREAS. REFER TO THE LANDSCAPE PLAN. O. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES LEAVES THE LOD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESSIEGRESS LOCATIONS AS PROVIDED. P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OUTSIDE THE LOD OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. R. ONSITE & OFFSITE SOIL STOCKPILEAND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE. U. GENERAL CONTRACTOR IS TO DESIGNATEADENTIFY AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. V. REFER TO SPECIFICATION SECTION 02370 FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM PRODUCTS AND/OR HAZARDOUS WASTES. W SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. X. REFER TO 02370 SPECIFICATION FOR RUN-OFF SAMPLING/MONITORING REQUIREMENTS IF APPLICABLE TO SITE DURINGCONSTRUCTION. Y. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WTH THE FOLLOWNG: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. PERIMETER CONTROLS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE PERIMETER CONTROLS WHEN IT REACHES ONE-HALF THE HEIGHT OF THE PERIMETER CONTROLS. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD OUTSIDE THE LOD. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREAS SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS CONDITIONS DEMAND. 6. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF DEBRIS. DEBRIS AND/OR SEDIMENT REACHING AREAS BEYOND THE LOD SHALL BE CLEANED IMMEDIATELY BY METHOD OTHER THAN FLUSHING. I On- 07 ; PR u..oe COA S. Survey LB Arch. Dc No. L„aew. Lle nm Sheet I _: " y j f/ � ` f f /AF+Hn'T " f E `A ARB, �/ I P - ;r TRE vN31 12ix�q�,47 ta'1 - i�WIX LC Pn<S HiQ \ Walmart:;: STORE #1068 EMTING B=. AREA 1]1.31] S.Ff F.F. ELEV. 25.50 N GRAPHIC SCALE IN 2271 = . TL 3 A ' z' `PA�OI�T IT �� 1 i - CRC NAFB' } t 6 � NOTEPNNiED TMRic ARROW A � NwTEPffI£cOVE PNM510P B0.4 ' (1HFWN0. YATHMENIRANCE DRAEsJ _Il YADE O PARNING SPACES PER AqY BE"raC;HNWRK it1 SIOM LE i]t.S CIXKRETE PERABcx. sPECFinanaxs. REFER roARCH FLANS. 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PROVIDE CLEANOUT, INV.221X1 a r •C. t;:.t x �ti • 4-41 O PROVIDE -LF -17 PVC PIFECO.S% SLOPE u. stD PRovIDECLEArtOur.INv. r.lc. PROVIDES a9 t'�. h 'A'A'A"`+✓/ "� \ -IJMR6�OF NEWS] Y 7yW .• x I-F-12PVCPIPE®65%SLOPE. 5-12 TAPEXISTING2f CPP STORM PIPE INV.1936. TAPT0BE4WTERANDWILTIGH- CONSTRUCTION. 51 �Th9�vr x BEB4BE RY M1 -l' ^• Y b 211ub.:'i'k Mcg \AO Li SANITARY SEWER SCHEDULE k. "OA 7` M1,a EXISTNGRF_AS GEINTERCEPTORARETOREMWN.THE EOSTNG PAVEMENT ISTD REAWNIA4015NRBE0. 02 CONTRACTOR LINE DEPTH AND SUELD KPPRIORETOTCOONNSTTRRUcnON. \ :r',*® viM' x. CONSTRt1CT NEW SEWIR LATERAL fMIMMU TIE TO SOUS FOR NEW RAR SEE DETAIL, SHEETCE. REFER I` ���� TO PLUMBING PLANS FOR ADDITIONAL INFORMATION. S FM �\ \ i�''by LP.... Walmart. WE STORE#7068 `;� WATER LINE SCHEDULE F_XIsnNMELEREAI]1,31T S.F.f II. �. P ^ 5aP' a y o� F.F. ELEV. 25.50 aEs Ev TNG BLOCK ,la?-• LIMITS OFNEWSIOEWAI/( TO BEREMOVm.s� AND NOTES BE SIDEW- NOTE22.T SSFEET. " TO BE FLUSH W TH EXISTING (TYP.) 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MATCH DBS'TING ELEVATION EDGEOFPAVIOAE- '��- DOS TING STORM PIPE - -HP.- - HIGH POINT --XX - EXISTINGCONT RELEVATIM R-%81 PROPOSED CONTOUR ELEVATION S7 DRAINACESTRLICTUREINDIGATOR DIRECTION OF DRAINAGE FLOW � l'.111J 1 -ALLY www AJ A I LB., TraN 11' C su Arch IDesc Z Q LU as Z F Q Jix_ i ~ w Z ~ D N 0 IL w0 U 0 Z Q c VV -1 CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING WATER LINES TO THE EXISTING WPUAART STORE PRIOR TO CONSTRUCTION. CONTRACTORTO CODFIRMTHATALLwATER LINES, FlREOR SERVICE ARE OUTSIDE THE PROPOSED WORK SITE BENCHMARK 92 Sta3 ©CONTRACTOR TO FIELD LOCATEFJOSTNG 3INCH WATER W v-3ita� SERVICE TO EKISTNG WALMART BVILDING. CONTRACTOR TO Q PROTECTWBtTER LINE DIMING GONSTRIICTON SEE PLUM&NG PLAN FOR AIXJRIONAL WATERLINE INFORMATION. APPROXIMATE LOCATION OFTIf EXISTNG T WATEJR METER AND BACKFLOW PREVENTER CONTRACTOR TO NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY IF ANY WATER LINES ARE IN CONFLICT WITH TIE PROPOSED WORIL GENERAL UTILITY NOTES ,. TECOHIRACTORSWL.NDtIFYTlEDIIIITYAURDPolYl45PECr016 RHOIAiS BEFORE CCNKLTNS roRNY EAISiSm LRE. z ��rwxs O�ALL FJBSL,xG unLlTEssHaANox LxEPUWSNAYEet£N OETERMMm EE OPYAnONAVARAgLE WIDAREGNENFORTIE COWE,JIENCE oF1HE LaNRMCttJR 1HEENgNEERA5311M® NO PRIOR aRr oP Pnr mFarRLcmon PSTIwn, rt snPL. RE T,E oDxnucTORs RESPONSIgLtt ro PEJO LOCAR ALL ENmNi Ilil Lm61MT4N TIE PROPOSED CYili9mOCRCN WEALBN}S N1DNOlFYTFE VPRDIIS DwJnFSAN,rotAAlO: THE NECESSPRYARq/N(ffMwT9 FORPNY RELOGTN,NOFTHg4unLmEs WIM 1Nf OryTEiL OFnE IJtllltt. THEOONIRACTIXisxall EXERpsEGLitIgN,MEF,CR0691NOaN gmENORWhOLNPTT,YRIEmEft SHOWi ONTME PLWSOR LIX.` lFD gY TIE L11111ry . 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ALL NFCEeSARYnSPECnCNSAimmRCERDFICATIWSREpJWD BYCOGES NRpIXt UIILRYSE MPPIeEb SHILL EE P¢ dA1m PRIORTOPNIgIHlCm e111LpN0 POSSES&PN ANO l NDTrE PBYL CCNNECnUI OF SERMceS. t4. IDR SHAL. LOBIPLYTOTIE FULLEST E%IENi WDH THE UremmPNNR09 aF 09HApPECIIVES OR W9YOlHEFRAGENC� NAWXGJURlSgGnOlnbR IXGVATdJANO mENCwNG PRa;®uREs. THEOwiwL'IDRSHALLusEsuPPprrsystENs, sLOPmG, OANO OTtERAFNRSOFPROtanO11. TNS IO WCLUOE BLITNOTce DSNim, FORACCE55 PID EGFES6 FROLtPLLE%CAVATIgR NROTREN:HWG. WN RORIs rEsw.EleLerooDr.FLYYATH tmPOPALwcE cRIrDwPoftasnA. ,i THE CONTRP>;RJRSFNLL PCtiOCIIIZEANDAt>mE gYALL OSHAE%CAVATOV SPIETY sraN W R05. 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T xIHAt.'IDRAWLwSURE P31 u1alTIE55ERNNOTHE W?LYAfrrgu¢DINGAIE YAMTPIN�W TI W r INl ERRLPTpN pAdNl ALL PHASES OF OEMpLrtIOV Nm NIRACTOR SHALL WNSIRLCTNEW UIWTYNWN98 sERVICtS VMICTi ARE OESIGNALEDPORRELOGIION-13 OFMIXNIONq�IXISRIGD EPRI glNEW UTINnF5�5NPL.�RSrALLEO.LE3lEOANDAPPROVLn CLEPR FOR USf PPoOR IO ceNW r+FrauYxaF ENSIVm ununEa mN,rwcloR SNULmarmlwtTE ulu,ry iRUCttON Ntf H PPPRJPPoNE AURfONREs LD MNF1� ANY IN W NVEMENCEs TO wraT.uwr 9TIXIE Dlsunons. a CONRWCfORroREMOVEEZISIINONP1LgbVIOEaMOOTIIpISFEp sIk6ACE,FlUSHN1Lx EJOSLglG CONCPETE ON EIl HER SLOE OF MRII_ GRADING LEGEND t (T.C.. TOPOFCURB EDGEDFPAVEMENT M.E. MATCH DBS'TING ELEVATION EDGEOFPAVIOAE- '��- DOS TING STORM PIPE - -HP.- - HIGH POINT --XX - EXISTINGCONT RELEVATIM R-%81 PROPOSED CONTOUR ELEVATION S7 DRAINACESTRLICTUREINDIGATOR DIRECTION OF DRAINAGE FLOW � l'.111J 1 -ALLY www AJ A I LB., TraN 11' C su Arch IDesc Z Q LU as Z F Q Jix_ i ~ w Z ~ D N 0 IL w0 U 0 Z Q c UNDISNRB EARTH OR COMPAC E FILL �.._. _.... PVT:wYE IN 6PVCHPE BEWERNMN I PvC WYE /WENTWELDEO 4^ PVG PIPE TO PROPOSEDBUILONG SEE MEP PLAN -MEND PLAN VIEW AS REQUIRED , ALLMATERLALSAREClAS5IFIEDINACCORDANCE SURFACEJOINTTO WITHASTMDM32 ATESTEDITION. CLEANOUTAND(C B. ALL MATERIALS SHALL BE INSTALLED IN I -A OR CLASS kBOR CLASS II COMPACTED TO MAXIMUMTLOOSE UFTSINACCORDANCE FINALGRA� 4"FVC PIF£ REQUIRED- 4 WCWYE TO PROPOSED BUILDING OPTIMUM MOISTURE CONTENT. SEE MEP PLAN 4^ PYC PIPE B' FREE OF DEBRIS, ORGANICS AND ROCKS ar eENo w 90' LONG RACIU9 SWEEP `�'-4^PVC45°BEND /��PVCWYEIN SEWER MAW SIDE VIEW SANITARY SEWER SERVICE DETAIL REINFORCED CONCRETE PIPE (RCP) AND SPIRAL RIB PIPE SMALLER THAN 60"0 GENERALNOTES 1. BEDDING SHALL BE CLASSIAWORKED BV HAND. IF GROUNDWATER IS ANRGPATED. 6 FINAL SACKFILL NOT UNDER PAVED AREAS CAN BE CLASS N -A CGMPACTED TO S5%STANDARD THEN BEDDING SHALL BE CLASS FPROCTOR. t5 COMPACTED TO 85% STANDARD PROCTOR. SURFACEREPLACEMENTTOBE , ALLMATERLALSAREClAS5IFIEDINACCORDANCE SURFACEJOINTTO WITHASTMDM32 ATESTEDITION. 2 HAUNCHINGSHALLBEWORKEDAROUNDTHEPIPE SYHANOTOEUMINATEVOI05 ANDSHALLBECIASS B. ALL MATERIALS SHALL BE INSTALLED IN I -A OR CLASS kBOR CLASS II COMPACTED TO MAXIMUMTLOOSE UFTSINACCORDANCE BS%PROCTOR WITFI ASTM ❑EJB. CLASS III ANO IVA REQUIRED- MATERIALS SHAH SE COMPACTED NEAR 3. INITIAL BACI(FILL SHALLSE CLASS IA OPTIMUM MOISTURE CONTENT. WORKEO BY HMO, OR CIASS LB OR CLASS A COMPACTED TO 65% STANDARD PROCTOR. 9. RU-SALVAGEDFROMEXCAVATIONSHALLBE B' FREE OF DEBRIS, ORGANICS AND ROCKS 4. WITIPLBACMU-NOTUNDERPAVEDAREAS LARGER THAN CAN BE CLASS III COMPACTEDTO90% STANDARD PROCTOR 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, CON C. COLLAR RAISE SHORED,SHEETED,BRACED.OROTHERMSE S. FINALBACKFILLSHALLBECLASSI,II.OR SUPPORTEDINCOMPLIANCEWr THOSHA III COMPACTED AS NOTED IN NOTES 2 AND 4. REGULATIONS AND LOCAL OROINANCES.(SEE SPECIFICATIONS) STORM SEWER TRENCH AND BEDDING TRENCH WIDTH M a 6 I SURFACEREPUCEMENT I I f 15 CVO TRENCH WIDTH t5 SURFACEREPLACEMENTTOBE – REPIACEMENf BASE SURFACEJOINTTO CONSISTENT WITH EXISTING MATERIAL MATERIAL TO OE BE MECHANICALLY AND OF EQUAL THICIPIESS BUT NO CASE LIMEROCKORAS SAW -CUT LESS THAN TTOTAL ASPHALT THICKNESS REQUIRED- TO PIPE 0.0. - PIPE TRENCH WALL 12I .I 12 PIPE DIA NOTES: 1. BAOMLLSHALLBEPLACEDINELAYERSFROMBENEATHTHEHAUNCHESOFTHEPIPETOTHEMMMD COMPACTEDTOSB%DENSITYPER AASHTOT-180 MODIFIEDPROCTER. 2BABE MATERIALS TO BE FiPCED IN LAYERS AS REQUIRED, ROLLEDPNDTAMPEOTO SPECIFIEDDENSITY. 3 MATCHE%18TINGPAVEMENTSECTIONFORMATERN MDTHICKNESB. STANDARD ROADWAY OPEN CUT DETAIL 4 l I � Fuarvc Lm b 30- 1. ofoLwYEss SH4LL9EAPRIHJw x..2u'v7.owar Srra#luxo �w+x:E veru scras 1R � - R1-1 i i�-E�v,Qrmsua ara n�Elo�A PanTm 30"X30• -TaQ�RL�DVEv.�� D STOP SIGNAGE AND MARKING 0 "STOP" SIGN GRAVITY CLEANOUT NOTES: 1. BOTH SIGNS SHALL M INACCOROANCE IMTH THE LATEST MUTCD EDITION. WARNING SIGNS WI 1-2 (TOP) S W16.TP (BOTTOM) WLIH A BLACK LEGEND ON A FLUORESCENT YELLOW -GREEN BACKGROUND 'PEDESTRIAN CROSSING' SIGN SINGLE POST NOTES: 1. ALLVGNSSHALLCOMPLYWTTH U.S. DEPARTMENTOFTRANSPORTATION, FEDERAL HIGHWAYADMINISTRATIONS'MANUALOFUNIFORMT RCCONTROLDEVICES,LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDAINCEMATH MANUFACTURER'S INSTRUCTIONS. 2 GALVANZEDSOVARETUBE POSTTUBES-2kT E`14� POST TUBE SHALL MEETASTM A1011 GRADE 50. POST TUBE GALVMBZED AS PER ASTM ASS3 GRADE ED. SIGN MOUNTING AND BASE WITH BOLLARD D (USE WHERE SIGN IS NOT WITHIN CURBED ISLAND) ww" 24^ EQ. nP) Lan M N .m PARKING: r m FIRE a b1 ALL SIGN LETTERS TO COMPLY WITH STANDARD ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2M) "NO PARKING - FIRE LANE" SIGN ,2•D SINGLE POST NOTES: 1. ALL SIGNS SHALL COMPLY WITH U S. DEPARTMENT -TRANSPORTATION. FEDERAL HIGHWAYADMINISTRAHONS ^MANUAL OF UNIFORM TRAFFIC CONTROL DEMCES^, LOCAL CODES AND AS SPECIFIED. MOUNTSIGNS TO POST IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 2 GALVANIZED SQUARE TUBE POSTTUBES-2Y2S0116^149a POST TUBE SHALL MEET ASTM A1011 GRADE M. POSTTLIBE GALVANIZED AS PER ASTM A553 GRADES .. ANCHOR TUBE -2-1141 -114x3'16"149 HEAWDU ANCHORTUBESHALLMEETASTMA@0GRADEe. STRUCTURAL NBE AND STEEL SHALL BE HOT DIP GALYANI2E0 PERASTM AIM THE UPPER SIGN POST SHALLTELESCOPE INSIDE THEANCHOR TUBE A MINIMUM OF 12. THE ANCHORTUBE SHALL BE A MINIMUM 2T' DEEP WITH 3^ MINA^ MAX EXPOSEDABOVE FINISH GRACE SIGN LOCATIONS D SIGN MOUNTING AND BASE WITHOUT BOLLARD ZA (USE WHERE SIGN IS WITHIN CURBED ISLAND) 6 A, I_— LLIJ_ Q 0 J 9 Z W (9 e-sa AC PAVINO OR FRAMEANDEOUDLID G 8 NEENAH 11-1974A (ROUND) OR EQUAL TO PIPE 0.0. B' CON C. COLLAR RAISE PREMOLDEO PLASTIC �—TOGRACE IN IJ—D EXPANSIONJOWT MA EHAL 4^ MIN . ENCASEMENT 9'TYP. CONCRETE £NGSEMENi $AND BACIffILL ' EQUAL OIA PIPE (a I.D. MAX) AS—REDTO ENCASEMTff4GS ASSHOWN '(1)2d JOP1T UNOISTURBEDSOIL 4 l I � Fuarvc Lm b 30- 1. ofoLwYEss SH4LL9EAPRIHJw x..2u'v7.owar Srra#luxo �w+x:E veru scras 1R � - R1-1 i i�-E�v,Qrmsua ara n�Elo�A PanTm 30"X30• -TaQ�RL�DVEv.�� D STOP SIGNAGE AND MARKING 0 "STOP" SIGN GRAVITY CLEANOUT NOTES: 1. BOTH SIGNS SHALL M INACCOROANCE IMTH THE LATEST MUTCD EDITION. WARNING SIGNS WI 1-2 (TOP) S W16.TP (BOTTOM) WLIH A BLACK LEGEND ON A FLUORESCENT YELLOW -GREEN BACKGROUND 'PEDESTRIAN CROSSING' SIGN SINGLE POST NOTES: 1. ALLVGNSSHALLCOMPLYWTTH U.S. DEPARTMENTOFTRANSPORTATION, FEDERAL HIGHWAYADMINISTRATIONS'MANUALOFUNIFORMT RCCONTROLDEVICES,LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDAINCEMATH MANUFACTURER'S INSTRUCTIONS. 2 GALVANZEDSOVARETUBE POSTTUBES-2kT E`14� POST TUBE SHALL MEETASTM A1011 GRADE 50. POST TUBE GALVMBZED AS PER ASTM ASS3 GRADE ED. SIGN MOUNTING AND BASE WITH BOLLARD D (USE WHERE SIGN IS NOT WITHIN CURBED ISLAND) ww" 24^ EQ. nP) Lan M N .m PARKING: r m FIRE a b1 ALL SIGN LETTERS TO COMPLY WITH STANDARD ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2M) "NO PARKING - FIRE LANE" SIGN ,2•D SINGLE POST NOTES: 1. ALL SIGNS SHALL COMPLY WITH U S. DEPARTMENT -TRANSPORTATION. FEDERAL HIGHWAYADMINISTRAHONS ^MANUAL OF UNIFORM TRAFFIC CONTROL DEMCES^, LOCAL CODES AND AS SPECIFIED. MOUNTSIGNS TO POST IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 2 GALVANIZED SQUARE TUBE POSTTUBES-2Y2S0116^149a POST TUBE SHALL MEET ASTM A1011 GRADE M. POSTTLIBE GALVANIZED AS PER ASTM A553 GRADES .. ANCHOR TUBE -2-1141 -114x3'16"149 HEAWDU ANCHORTUBESHALLMEETASTMA@0GRADEe. STRUCTURAL NBE AND STEEL SHALL BE HOT DIP GALYANI2E0 PERASTM AIM THE UPPER SIGN POST SHALLTELESCOPE INSIDE THEANCHOR TUBE A MINIMUM OF 12. THE ANCHORTUBE SHALL BE A MINIMUM 2T' DEEP WITH 3^ MINA^ MAX EXPOSEDABOVE FINISH GRACE SIGN LOCATIONS D SIGN MOUNTING AND BASE WITHOUT BOLLARD ZA (USE WHERE SIGN IS WITHIN CURBED ISLAND) 6 A, I_— LLIJ_ Q 0 J 9 Z W (9 �t TOPaINTr r za, LwaeoT 1}CU PROYTOP� p = RRFROMTOP 3}DIR PROM BOT I1\ C FaON BOT 1280FT PREHDXMEO JGM FlLIERNLLDFJ'TH OF PAVENEMNTIH BALKER RODaNO SEALANT. TYPICAL ROUND FOXED STRUCTURE PLAN DETAIL USES: MANHOLES LIGHT POLE BASES AND BOLLARDS ,e '-'yL. ft+ .A PAVEMENT B 2iATOPa80T 't'GLR ('ROA, TOP Y.,h 2GRFROM BOT pONOT TET REINFORCEMENT CROBs BgNCUTe NEARRYOR OT RNAVBIEM. HERJONTSTHATALLOW . FO OPOF PAVEMENT ESUTN IESTHANlSIM' sEAuxr BICKER ROD I—— PREfORMEO -Fu. RFULL OEPM CP PAVEMENT. BACKER ROD AND SEALANT SECTION AT FIXED STRUCTURE TOOLED WRH VB RA R iM•PREMOLOEDJONTFBLE JGMSEAUNT PER SPECS ISOLATION JOINT L `FNEDBTRUCTURE L NOTES: t2 SOFT PREFORMED JOINT FIVER Puu DEPrx of PAVEIIEMYYRH 9P.GKER ISOLATION JOINT TO BE USED FOR FOXED STRUCTURES SUCH ROD ANpsEawJT. AS BUILDINGS, RETAINING WALLS/DOCK WALLS, DROP INLETS, TYPICAL RECTANGULAR FOXED MANHOLES, LIGHT POLE BASES AND BOLLARDS STRUCTURE PLAN DETAIL USES: BUILDINGS, RETAINING WALLSVOCK WALLS AND DROP INLETS PAVEMENT IS NOT CONSIDERED A FIXED STRUCTURE. ISOLATION JOINT DETAILS CONTRACTION JOINT QKEYNOTE LEGEND EEG a a� PLAN c ���naJJ�snLw,LKtri ryT3N ° �aFwm �ts°xsrEdua aBpM�trc wTry ,eoq _ - SECTION A -A NOTES uG}rclLdruNLM.TWwGTmoOt.�.smPurvxs.ey AO.t OvimTUvmouctusT,0a1 ° xtTwx„ERicHrorwAYs1WJSEwwsengM'EmdTtGmT I� .xTx K3 i - T✓, wPr$ R] saFACBSRNLnOr DEw.,ENOt�rHue O.tc FAOMATM4PUME ADA RAMP DETAIL '_ PCC JONR DETALL BLONUP / ToKE9AWCUT PCC JDIM DEFALL BLOVFUP RIMEDIATELY FRpR TOINSTAWNG PAVEMENT SEALANT. PIACEMENTI 9MOW.,ETE1t ODNEL FOR B'THICK PAVEMENTS APPLYCUR RXINO AlD 12 GPMETER OOINEL FORPOR STHiCI( T09La8FACEATAEATA PAVEYEMS.DO EfS CEHTERED CDVEMGERATEOF3pp SF ___T____ WRHJdOPILONTOADTAS OGYA:L 108E IXSTALtm UI FORMVMTN A9MD ABOND BREAKER ATlEP9T AM APPROVED OLNEL BISKET. MHOURSPRIOR TO%ACING ­FULL—OF—L. NEWSUA CONSTRUCTION JOINT B0.W CUT. F.— —AS LONG AS FF%RSLETO SEAL PgVEMEMSEAIAHT. JOINT9 TOALLOW CONCRETE MA�SAWGNT SHRINKAGE TOOCCUR. FREOUIRED, IMMEDNTELYPRK)R RESAWJdNT UJMEGATELYPMOR BAYtCUT FULL DEPTH OFBlABA015TANCE TOINSTAWNG PAVEYEM TO INSTAWNO SFAlANTTO ro ENSURER 9EAIANT. gCH1EVEA,(4•JOIMNIOTH. STRAIGM EDGEALONG ERTIRErEXGTHOF T ENSURE JGMECLFAN. DRYAND PAVEMENT.OBIAMOAMERSREPRE6ENTATiVE SIOESPREPAREOPER MANUFACNRERB APHroVA PRIOR TOSAWCUTRNG. PGC JONTDETNL BLOVWP OF —EWR_._.. C 3 IN COYYELCUP EKBRNG PAVFIAEM NEWPAVBAEM TMBUTNOT SS THAN UP PAVEMEM9EAUWT A. _ - G LAR CELL BA a��:, RODT(PIGALLY U9'TO 1ff LAr10ERTWW M JOWT moTx. deal DV xDLEPo 9,' OOWELANOI• DIA HOLFIRST E FOR T200VYEl ANO IN6TALL Yf 80UARE ODWEL 1RA SAWCLMCIR 00'hELVIDH —RINK .— S'THK:K PAVEMEHtB. COMFOUNO I- 12 �UARECONEL FOR T081A0 FAGS ATA fTOSTHICKPAVEE iIf SECONDR -REG- ­H COVERHJE RATE OF3003� -ATI- OF RE9UIRIM)E0) NITHFAGEOF mTNG MAK PER GALLON TOIGT A6 DO NOTOREA9E DOVYEL. SL- 1. BREaKFA AT lFA9T NOTES: ,SHWRS PRKNLTO PUGHG 1. ENSURE JGHTSARECIFAN AND ORY PRKKi TO THEAPPUCARON OF xEwslAa THEJdM SEANii. G. INSTALL CLOSEDCELLSACXER ROD AFTER JdNTS HAVE BEEN VVIT CLEPNEOANIEO IN AGCORDANGEH SERI%] CONSTRUCTION JOINTTO EXISTING PAVEMENT MANUFACTURERE RRS REpUIRENEM9. ALL SACKER TOO AT GONSISTEM ANO UNiOitM DEPTH. A. JGMSEALAM Af4LIGTpN 6HALL�IN STRK:TCOMPIJANCE VAIN SEAIANTMANUFACNRERS REQUIREMENTS. CONCRETE JOINT DETAILS PCC JOINT -DETAIL BLOVKUPXTYP.1 sa, p 3, PZ... - xDroJaE.tGxc 1, NS TOP OF CURB -� T' I PAVEMENT—" ELEVATION VIEW QA +sem+°°RE-a°ITAIE"T'YPE6P'u°"a1TwEJs'wG 9TA,aT,RD SV6D[£LMUL]a%RECYCLEIVCIX�,PACLEOTOSE%O O S WttroNCRETE6lgFACECWPSEWTHA LMNARATORYNMLBWILDENSm.MNroBE APPROVED BYCR_ MIN36 DAYm11PRF. NE9TRENGRIOFAT LFAST.WWP51. dfDNLJOMSPAONG ®1 }NCHpEPM .Q O ,.S PDOTTPB 6J 0.3 BWIVALEMMESPI6PNALT O !OF''FREE pRNNNG'BASECOURSE COMPM,HtTO ATIFiaT STiRCi11RN.COUeSE pW%.A%RECTGEO)COYPACIEOro 96%MGIIFI®PROCIOR TESTMPWAIAA d2Y0ENSmVl4M aF Tr£ LAwRAraRT MARsxILL DERsm, Md ro eE APPROWOBYCR. -,AASH Tn3p)ANDWIH AUIffROCKBEARING RARD AriErsrfaa. O fOF'F(iE'EDRNNNfi SVBGRADF, IM ­AT -1 A NOSE DOWN CURB DETAIL q` a""�o� ��°M «ro`MAEa aP%MGD ®PRGG GR wAUAA dnD N:x v M NTa BFxaNa`a�A a�A�T''I�T;W.-,BO,AW) Wrm AtaJmpcK of ATLEJsr,D.Tnaq Ax°vtm AUMeaoeKBFxe1NG Mn0 OC SIANMUYS ABIL�DSUSDMDE COMPACfEO TO ATLEA9TB6% OF Tf E IJOGREO PROCTOR KW WANT ORY OENSitt /ASM 0.156], ' T-tSW (FNEEIJRMW ND FDR GRLUTEO LaNCRE'tE Bo6E). La1THAMIMM11MlA cR°GK6EPJCNG Mli0OF90. STANDARD DUTY STANDARD DUTY ASPHALTPAVEMENT CONCRETEPAVEMENT H TRANSMON FROM LOW N O J 1P** POW GUTTERTO 1 1 K SS&Ni.- _ E . •,- PAVEMENT SLOPE LOPE OF PAVE .y ' SEL F.' _ P.GCONC. fF 1BII a' SURFaCE MATSRva. y * WHENUSEDON HIGNGUTTESIMOFROADWAYS,THE ~A *F 11LOWPONTOFNIAMCURB. ��—B4SECOURSE CROSSSLOPEOFTHERSHA_MATCHTHE **FOR LOW POINTOFmPEFCURB&GUTTER - CROSSSLOPE OF THEM EAOIACPAVEMENT.THE P L THICKNESS OF THE LIP SHALLBE 6`, UNLESS Q S rFAWDuttmxCRETE— ECLURSEWTHA SPILLTYPECURB&GUTTER AT SLOPE OTHERWISE SHAWN DN PLANS O ,SFODTTYPE 5,11 ASPHAITCR EGMAIEIJTTYPESPpSPHALT M,MMI.Yie DAY tXMW,Es.RIVE si NGIHOPArtFASr,WO OFPAVEMENT WEATaxG6uRFaCe R.wl.xo%REcvGlEolooAPAcrED rocs% Ps.t: ,zr .tuL,uwcGLTRGL.1GMsvAGHD®,}1NCH VERTICAL CURB STANDARD CONCRETE CURB& -tA wTom MMSIAu oEnsltt,Mu rot�ArPRDveD DEPtH,A GUTTER 0 �-13DJ O WUHA WBRGACBFARttq PATLOOF oI�ED°PR aeMAMwM oarTonrLr ar DO 3S FDOTTYPE 9I JSPHPLTOR EOUVPIFMTYPESPPSPHN.T (96,m0. RBE (AHK ]D%REevcUGCONPACRO ro �THLONJAT THELABORATGE,•MAR9HALLDENsm.MIXroBE APPROVED BYCIL OL ,•OF'FREEDRAIMNV SUBORADECGMPACIEDTO ATIFhST GENERAL NOTES: MCDIRPILOertXe Mn3MurA dRI>ErmrrXAstM 1. THE CONCRETE FOR CURBSSHALL eE DEPARRNENTOF O �oFTHE en°1FffO PRoc'Iut AtuMtxa DRy To �xTt�r�.-m)ANDv,,TNAUMEROCKSurorc MTa TRM'SPORTATIONCULSSRCONCRETE.JWDHAVEAWWRESSNE DErRTn'(ABTM bt%T.AASMOT-MyAW1 W1Txgtal�mcK STREI G HOFB,OW PSL tFAT,EP9T,00. ZC�O CCTCURBS ED TINT�ERVALSWTTOExcFMF W -P DHNCBE HEAVY DUTY ENTERSFOR O SraNMu"ST°a1»6uB°RJ�pE rnw°eTE°roAT LEAvrRa% CONCRETE PAVEMENT ALL CURBS. aF oremF®FROnext Mw3Mua DRYDDesmXfsTN Pt63T, IIFlB:EORNMNGfMGiUSLEDCdJGiE,E eA6EJYATx AMN@fi1MUAERGCKBEAMNG RATA CFM CONCRETE CURB AND GUTTER DETAILS HEAVY DUTY CONCRETE PAVEMENT Nr.s ASPHALT PAVEMENT ASPHALT PAVEMENT Lan TraT L NOTE 1.95E PUN PoR JdM 9PAGN0. CONTRACTION JOINT / ToKE9AWCUT PCC JDIM DEFALL BLOVFUP RIMEDIATELY FRpR TOINSTAWNG PAVEMENT SEALANT. PIACEMENTI 9MOW.,ETE1t ODNEL FOR B'THICK PAVEMENTS APPLYCUR RXINO AlD 12 GPMETER OOINEL FORPOR STHiCI( T09La8FACEATAEATA PAVEYEMS.DO EfS CEHTERED CDVEMGERATEOF3pp SF ___T____ WRHJdOPILONTOADTAS OGYA:L 108E IXSTALtm UI FORMVMTN A9MD ABOND BREAKER ATlEP9T AM APPROVED OLNEL BISKET. MHOURSPRIOR TO%ACING ­FULL—OF—L. NEWSUA CONSTRUCTION JOINT B0.W CUT. F.— —AS LONG AS FF%RSLETO SEAL PgVEMEMSEAIAHT. JOINT9 TOALLOW CONCRETE MA�SAWGNT SHRINKAGE TOOCCUR. FREOUIRED, IMMEDNTELYPRK)R RESAWJdNT UJMEGATELYPMOR BAYtCUT FULL DEPTH OFBlABA015TANCE TOINSTAWNG PAVEYEM TO INSTAWNO SFAlANTTO ro ENSURER 9EAIANT. gCH1EVEA,(4•JOIMNIOTH. STRAIGM EDGEALONG ERTIRErEXGTHOF T ENSURE JGMECLFAN. DRYAND PAVEMENT.OBIAMOAMERSREPRE6ENTATiVE SIOESPREPAREOPER MANUFACNRERB APHroVA PRIOR TOSAWCUTRNG. PGC JONTDETNL BLOVWP OF —EWR_._.. C 3 IN COYYELCUP EKBRNG PAVFIAEM NEWPAVBAEM TMBUTNOT SS THAN UP PAVEMEM9EAUWT A. _ - G LAR CELL BA a��:, RODT(PIGALLY U9'TO 1ff LAr10ERTWW M JOWT moTx. deal DV xDLEPo 9,' OOWELANOI• DIA HOLFIRST E FOR T200VYEl ANO IN6TALL Yf 80UARE ODWEL 1RA SAWCLMCIR 00'hELVIDH —RINK .— S'THK:K PAVEMEHtB. COMFOUNO I- 12 �UARECONEL FOR T081A0 FAGS ATA fTOSTHICKPAVEE iIf SECONDR -REG- ­H COVERHJE RATE OF3003� -ATI- OF RE9UIRIM)E0) NITHFAGEOF mTNG MAK PER GALLON TOIGT A6 DO NOTOREA9E DOVYEL. SL- 1. BREaKFA AT lFA9T NOTES: ,SHWRS PRKNLTO PUGHG 1. ENSURE JGHTSARECIFAN AND ORY PRKKi TO THEAPPUCARON OF xEwslAa THEJdM SEANii. G. INSTALL CLOSEDCELLSACXER ROD AFTER JdNTS HAVE BEEN VVIT CLEPNEOANIEO IN AGCORDANGEH SERI%] CONSTRUCTION JOINTTO EXISTING PAVEMENT MANUFACTURERE RRS REpUIRENEM9. ALL SACKER TOO AT GONSISTEM ANO UNiOitM DEPTH. A. JGMSEALAM Af4LIGTpN 6HALL�IN STRK:TCOMPIJANCE VAIN SEAIANTMANUFACNRERS REQUIREMENTS. CONCRETE JOINT DETAILS PCC JOINT -DETAIL BLOVKUPXTYP.1 sa, p 3, PZ... - xDroJaE.tGxc 1, NS TOP OF CURB -� T' I PAVEMENT—" ELEVATION VIEW QA +sem+°°RE-a°ITAIE"T'YPE6P'u°"a1TwEJs'wG 9TA,aT,RD SV6D[£LMUL]a%RECYCLEIVCIX�,PACLEOTOSE%O O S WttroNCRETE6lgFACECWPSEWTHA LMNARATORYNMLBWILDENSm.MNroBE APPROVED BYCR_ MIN36 DAYm11PRF. NE9TRENGRIOFAT LFAST.WWP51. dfDNLJOMSPAONG ®1 }NCHpEPM .Q O ,.S PDOTTPB 6J 0.3 BWIVALEMMESPI6PNALT O !OF''FREE pRNNNG'BASECOURSE COMPM,HtTO ATIFiaT STiRCi11RN.COUeSE pW%.A%RECTGEO)COYPACIEOro 96%MGIIFI®PROCIOR TESTMPWAIAA d2Y0ENSmVl4M aF Tr£ LAwRAraRT MARsxILL DERsm, Md ro eE APPROWOBYCR. -,AASH Tn3p)ANDWIH AUIffROCKBEARING RARD AriErsrfaa. O fOF'F(iE'EDRNNNfi SVBGRADF, IM ­AT -1 A NOSE DOWN CURB DETAIL q` a""�o� ��°M «ro`MAEa aP%MGD ®PRGG GR wAUAA dnD N:x v M NTa BFxaNa`a�A a�A�T''I�T;W.-,BO,AW) Wrm AtaJmpcK of ATLEJsr,D.Tnaq Ax°vtm AUMeaoeKBFxe1NG Mn0 OC SIANMUYS ABIL�DSUSDMDE COMPACfEO TO ATLEA9TB6% OF Tf E IJOGREO PROCTOR KW WANT ORY OENSitt /ASM 0.156], ' T-tSW (FNEEIJRMW ND FDR GRLUTEO LaNCRE'tE Bo6E). La1THAMIMM11MlA cR°GK6EPJCNG Mli0OF90. STANDARD DUTY STANDARD DUTY ASPHALTPAVEMENT CONCRETEPAVEMENT H TRANSMON FROM LOW N O J 1P** POW GUTTERTO 1 1 K SS&Ni.- _ E . •,- PAVEMENT SLOPE LOPE OF PAVE .y ' SEL F.' _ P.GCONC. fF 1BII a' SURFaCE MATSRva. y * WHENUSEDON HIGNGUTTESIMOFROADWAYS,THE ~A *F 11LOWPONTOFNIAMCURB. ��—B4SECOURSE CROSSSLOPEOFTHERSHA_MATCHTHE **FOR LOW POINTOFmPEFCURB&GUTTER - CROSSSLOPE OF THEM EAOIACPAVEMENT.THE P L THICKNESS OF THE LIP SHALLBE 6`, UNLESS Q S rFAWDuttmxCRETE— ECLURSEWTHA SPILLTYPECURB&GUTTER AT SLOPE OTHERWISE SHAWN DN PLANS O ,SFODTTYPE 5,11 ASPHAITCR EGMAIEIJTTYPESPpSPHALT M,MMI.Yie DAY tXMW,Es.RIVE si NGIHOPArtFASr,WO OFPAVEMENT WEATaxG6uRFaCe R.wl.xo%REcvGlEolooAPAcrED rocs% Ps.t: ,zr .tuL,uwcGLTRGL.1GMsvAGHD®,}1NCH VERTICAL CURB STANDARD CONCRETE CURB& -tA wTom MMSIAu oEnsltt,Mu rot�ArPRDveD DEPtH,A GUTTER 0 �-13DJ O WUHA WBRGACBFARttq PATLOOF oI�ED°PR aeMAMwM oarTonrLr ar DO 3S FDOTTYPE 9I JSPHPLTOR EOUVPIFMTYPESPPSPHN.T (96,m0. RBE (AHK ]D%REevcUGCONPACRO ro �THLONJAT THELABORATGE,•MAR9HALLDENsm.MIXroBE APPROVED BYCIL OL ,•OF'FREEDRAIMNV SUBORADECGMPACIEDTO ATIFhST GENERAL NOTES: MCDIRPILOertXe Mn3MurA dRI>ErmrrXAstM 1. THE CONCRETE FOR CURBSSHALL eE DEPARRNENTOF O �oFTHE en°1FffO PRoc'Iut AtuMtxa DRy To �xTt�r�.-m)ANDv,,TNAUMEROCKSurorc MTa TRM'SPORTATIONCULSSRCONCRETE.JWDHAVEAWWRESSNE DErRTn'(ABTM bt%T.AASMOT-MyAW1 W1Txgtal�mcK STREI G HOFB,OW PSL tFAT,EP9T,00. ZC�O CCTCURBS ED TINT�ERVALSWTTOExcFMF W -P DHNCBE HEAVY DUTY ENTERSFOR O SraNMu"ST°a1»6uB°RJ�pE rnw°eTE°roAT LEAvrRa% CONCRETE PAVEMENT ALL CURBS. aF oremF®FROnext Mw3Mua DRYDDesmXfsTN Pt63T, IIFlB:EORNMNGfMGiUSLEDCdJGiE,E eA6EJYATx AMN@fi1MUAERGCKBEAMNG RATA CFM CONCRETE CURB AND GUTTER DETAILS HEAVY DUTY CONCRETE PAVEMENT Nr.s ASPHALT PAVEMENT ASPHALT PAVEMENT Lan TraT L NDSCAPE NOTES THE LMASGAPE CONTRACTOR SHALL ce RE9PONbIBLE TOR ML MATE:Wb 4!D ALL WORK A9 LN1ED FCR GH THE L4NDeCAPE PLANS AND M THE L/NA9CAPE BPECEKATKTJB. N I@ EYgVT W VARWION BETWEEN OUANHIE99NOW1 ON PLAT LIST ATA TILE PCMB, THE PLANE 6HAU. CONTRq_ TLff LANDOu1PE CCNTRALTOR Bf WJ_ VERIFY ALL OWekTilE9 .MO REPORT 4NY IX9LRFPdI�IEB 4T rXE TRff W BIDPIYa. lrff I.WDOGAPE OONTRAGTOR SHALL REVEUI ARCHTECTIIPALIEN MEERwG PLANS AND BECCFE TIORg14NLY PA— -1 e11RFACE AND NddBURFACE UnLIilES. EVERT POBNBLE &YEGIURD 9XALL BE TAKEN TO PROTECT bJ1DM! BIRFAGEB. EO.PFEM A!D FIRAANdJfi4. TIE IANDxaPE CONTRACTOR NULL 8E RESPONRBLE FOR 6NY DAL'14 � OR INI11R1' TO PERBCT! oR PROF'ERTT' WHGH MAY ccclAe A9 a FENE.T CF �^�^= M THE EXEciITON OF TLE WORK TLff WORK Nuu BE crormNaTFn uArH orHER Tw cee To PREverr ca+RlLTa cmRDwam rLff PIAWTMG WTH llff UBSfvATN WORK TO ABNHLE AVALAdUrt" ANO PROF'FR COCAIN OF IppGATN IrEM9 A!D PLAMe CCTRAGiCR 9L46LL ENDURE TXAT TLffRE 4RE NO vIOUAL OB6TRWLIOI9 i0 vCHICLE ONES G GGM AND TRAFFIC GQi1RO19 CCIiiRALtOR 6HALL FlELD ADJUST TR@ A!WlGR LARGE SHRUB IOCAnONB TO AVOD nNr 6ucu oeaTRucneNa. TREES SHALL BE MMTAMW BY TE OWNER TO AVOD WHIM 6UCH OB6TTdICTKNS BY PRLMNG TREES AND/OR NlR183_S A9IECET£rARY IInL.mLL3 HORIIPITIRALLT 90WA tELHNKdE6. ALL PLANrMG BLIM.I. BE PERFORIED BY PFR90FOffL FAMIJAR WTH PLANTRK+ PROCEDURE AND WO F TIE 6UPERNBIGN OP A OLIAIIFlED PLANTING FOTHMAH ALL PLAM MATEFd4L SHALL BE GRADED FLOl9OA NO. T OR BETTER AS cvTUTffo WDER GRADED 4N0 STANDARDS FGR -TOCK, PART, AIA B, PUBLBHED BY THE FLOWDA DEPARTFBNI OF AGWCULTTdRE AND CONN➢ER 6ERNCES. THE LAI�D9LAPE ARCL - M CrIRER SHALL HAVE Iff RKdVT, AT ANY STAGE OF TXE OPBxaTXT19, TO KNELT ANY AVD ALL WORK MD MATBGAI9 WHCH, M HB O—ON, W NOT FEET Wni THE REOIRiPAaiT6 OP i4FHE OPECMCATI B EXCEPT AB OHffFlUB£ SPELIRm,'TLE LaFDSCAPE CONTRACTOR. WGRK BIV1L CONFORM TO ACCEPTED HORTICILTURAL PRACTICES 4B Ubm M THE TRADE TH: MNIMIM 4CCEPtABLE 513E OF ALL PLANTS, Ig4^!JI¢=D AFTER PPoII@IG. YRN BRANCVfF9 w NORMAL POSUIONB, SHALL CONFORM TO THE 9PECIFED ON TLff PLANT 49T OR A9 INOiCATED ON HE LPfIDSCAPE DRAURIG L✓BGLIT 4ND SPREAD pMENBNO RER3R t0 MAM BODY OF THE PLAT AND NOt EXTREFff BRANCX TO^ TO nP. 11E CALIPER G TREE TRINKB B i0 BE TPABI ONE FOOT ABOVE TLff GR0.PD LEVEL PLANTS eHel l BE PROtELTID UPON AFIIdVA14T THE NTE, BY BBN' 1HORO1G4W.T WAT&Qm AIA PROF+B¢I.Y MAMTAWED UNiLL PLMITEn. diL TREE PR9 NULL BE ESvCAVAIED TO 9� AIA DEPTH M 4CLORDANCE YRTIL THE FLOISDA 6RADE9 t 9TNDARDB FOR NUROERY STOCK, LRd.E99 SHOW OiLERW6E OL THE ORAWAJGS, 4ND "^rRLLID WTH TH'c SPECIE® PLANING BOL TIE: UND6CAPE CONTRACTOR SHALL tE.T RLL ALL TREE PH9 WTH WATER BEFORE PLANiMG TO A881H� PROPER DRAIN4Ys PERCOLATION B AVALABLE TH? LMDSLAPE COITRACTOR SHALL BE R®PRJbIBLE FOR PROPER WAiH21NG OF ALL PLMJr3. M1 PLMTR ^..RML BE THORWGf6Y WATERED AT TME ff PLAI.TNG AND KEPI ADEOUATFLY WATERED WILL TRE OF ACOEP(ANLE R 6XALL BE TIE LAN>SGALT LLNTFACTOR"0 REBPONSBSItt TO.AOSURE THAT PLMJIB ARE NOT O✓ER WATERED. - . rt NJAU. EfE TFE LAlD9LAI`E CONTRACTOR'S REBPOCBIB61TY TO PREV@]T PLANTH FRaM FALLMG OR BBN' BLOWN OVER, TO RE6TRAIGHTEN ATA RERNlT ALL PLANK WHCN CEM! OR FALL AND TO REPLACE ALL PLANt9 URLCX ARE DAMAGED DIE TO LACK GP PROP -R GUTMG tM 9TAKNG Toff LAeIDBCalE LGTRAC(OR BILALL BE LEAFLET LUBLE Pq2 ANT DAMAGE LAllem BT aBTABLLIrt a 4NY PLAT MAIEfdAL ALL TREE6 ALD eLL PALFB SHALL BE GIIIID OR 6TAK® OR BRACED. THE LANDSCAPE CONTRACTOR EH4LL DETERFRff WHCX SMALL OR MLLI'TFWFC TREES NEm TO DE GUYED AIA .TaK®To nAwrAa F1WHB. STAKING W TRE% AND NiPoID9, F REG9lR®, 9W LL B<DO1C A9 FER 9tAKNG MW GUYING OE al Pf PARED aY THE LATASCAP- ARCHLECT. rt.HALL BE TLE RFEPOJfiIBMY OF niE LATDSCAPE CONTRACTOR TO REMOYE GUTS ALA 6TAKB FROM THE TREES AND JOB SEE AFiBR A PEPoL OF I YEN¢ PLANTS BLAUN OVER BY HGH WMD9, W THN THE WARAT® PEPoCD, SHALL HOT BE CNBE FOR AOgIGTJVi EMTTBr E TO THE OLIER. BUT' SHALL BE TFEt RESPGNSBI(fR OF IYIE LMDBG4PE CONTRACTOR DAMAGED PV rt3 Nb1LL BE REPLACED eY THE LerDBCAPE GONTRAGiOR At No AOWr NAL COSI TO nff OJR@R 90D MALL BE CERiNTED TO BE FREE OF TLE: IMPORTED RRE AT. 80D SHALL NAYE 4 CLEF. GR[WHV 6 ACCEPTABLE GRAb6, REA6GNABLY FREE OF UAEEC6 UATIL NOT LE99 THAN 1113' OF 6W. igEM.T ADIffIRR1G t0 —1.11— OOTS.RSHALL BE TIE REBPgJ9®ILTIY OF TLE LALDBGAPE WRRACTCR t0 FEA.6IIIQE ALD DEIERMNE THE EXALT AMOWi REOHR®. THB AMOIAir BNALL eE VERIFi® Wnf THE CURE. OR LAFDBCAPE ARCWTELT BEFORE M9TAWTKHI TLE CONTRACTOR SHALL MBIIRE 6DEmYiTE vexlCAl DRAINACaL w ALL PLAT BFD9, PLANTERS, AND 90D AREAS VPRT �L DRWNG TLE3Q)GH ANY COt�AGTED RLL TO NATNE SOL SXALL BE AGCOMPU94A3! TO MNIRE DRAlUGE P WELL DRAIN iO.L B NE�SARr TO A9NRE P03HNE DRAMAGE,TH9 B.UE 811,4LL eE BROUGHT UP BT TLE LAlDSCAPE CONTTRAGtOR AT tRIE � BDDNG. tLE LArIDECAPE CONTRACTOR BLLALL INNWRE THAT Hb x'OriG DCE6 Nbt wlEaaalPT E9TABLB4ED OR PROEGTED DRAMAGE PATTERNS. THE LANDSCAPE CONTRACTOR SHALL PRUNE, NUPE AND REMOVE DEAD PCWAGIJLMBS FROM ExmTMG P.AT MATERIAL TO REMMN CONRRM WrtN THE laND5LAPE ARCHIEGT CR OW ER iVff EXtET CF WORK REOIRRED AT TRE W DOLING rDLLtV -ALL PLAT BE08 SHALL BE TOP DRE96ED GATX 4" SHREDDED HARDWOOD MUCH (OR APPROVED E-1.1 TRANSPLANTED MATERIAL -TLE LAND6CAPE CONTRACTOR 8HN1 BE 1—ONBY9LE FOR DETFRF'EJN6 AND EVALIATNG WHICH PLAM MATERIALS ARE BHTABLE FOR TRAN91­ AND NLALL VBRFY THS WTM TLE LALD9CAPE ARCHTECT OR OUlffR THE L.ANOBCAP COTRAGTOR NIM.L TAKE ALL REASONABLE, XORITCULTURALLY AGGEPTABI a MfiAfiLRES TO 4NNheE THE 6lICCEBBRLTRANSPLANHNG d CMERMIED PLAT MATS LB. 1XE lN1OSCAPE fQJiRAGtOR 9Na1L BE RE.PON5®LE ELR REPLAONG ANT R8 CITED FYANT MATEPoALS WHGN DE R�.UCH MEAN42E6 ARE NOT TAKBy AS DETERMNED BT ilff LAlDBCAPE ARCFdiEL( OR OWNER REPLACEhBiT PLANt9 9wYl BE OF DBITGAL BPECE9 AND SUE REOIR®. MMNTBiANCE PROR TO WIAL McPELTN AIA ACLEPIANCB MAMTENANGE auML corMBLce aFTBe sato Pl%!t B rt wrED arA n+E nAwTFNMSE PEww auALL CQVINIff UNR THE JOB GR eF'EOFlC PHASE OF THE JOB b 4CCB'TED BY THE LANDSCAPE ARCHTELI WI £}G ExiRBE CARE 9HALl BE TAKEN TO IWTRUCr TLE gUlE32 OR He REPRE9BITAIIVEB W GENERAL MAMtENANLE PTXJCEDWREB. PLAT MANTENANCE .HALL IN,LIDE WATERMG, PRWNG. WEEDING, 01nVAnNG, MWOHNG, IGHTB.T'C, b REPAIRNG 6 GUTS, REPIdCEMBJt CP BICC OR DEgD PLANTS, REBETIMG PL41Fre TO PROPER GRADE6 OR UPR.GT 'OBTIK 4. AIA RESTORAna! OR tHE PLANIMG SAUCER A!A 4LL OWER CARE NEEDED FOR PROPER GROLRL Cf 1H! PLANTS. OU19NG THE I9AAJTEIJMJCE PEROD AVD UP TO THE 0- -.ANY ATEPEW OD,ANY PLAM REGIh3E0 NDER THS CONTRACT THAT B OBAO OR NOL' M 9AI0PALTCRY GRONH, AS DETER1gFED BT THE OWNER OR Tiff LAID6LME 4RCHTEGT, 6HMJ_BE RBTWNFD AID REPLACED. REPIaLEFBti PlANT88NALL HAVE 4N EMEnWe�GWRAVIEE, A9 NOTID ABOVE, PROM TME OF REPLACB+BJr. ALL REPLACETEF(t9 MALL BE PLANTED 6 THE SATE KPD 4FD NTE A9 BPEOF® ON THE P✓Wt UbT. TFIET NYW_ BE THE RE6PONNBSJTY Or TIE I.MIDSCA34 COTiRACTOR tOPBQL TOPSOL 5H E1E ASTM O 5338, NATURAL, FRU­, FERTILE, FM=_ LOAMY eOL POBeESONG- CHA1—TEPoSIL9 aF REPTh9BUTAnVE TOP9CC. IN TWE NCRAiT THAT PRODUCH I@AVi GROW(H TCPBOL SHALL WAVE A PH RANGE OP Ns TO la, FREE FRAM NL99L, i,ffCIGJABIE WEEDS, llrlBi, BODS, STIFF CLOY, BTCtF_9 LARGER THAN ISlCH N AMEIIIR, eTUMP9, ROOr9, TRABN, TOJOL OUBSTANLE9, CR ANT CT— TOP——— THERTOPSOLSHALL UTJTMN A MNMUM = THREE P=_RLENi ORGMfG MATERIAL UNNYTABIE BLEf9Ol8 LOCATICN6 COMANWf UNBUEABIE 91D60L SHALL BE TREATED BY CNE OR MORE 6 THE FOU.WAJG 4 uaffl� UN9UTAB6111' 10 DEB'® BY OWNER OR OWffR'0 REPREBc?ITATIVE TO BE DUE TO lJSEBBNE CO19�ACngJ C.W19ED BTHEAVY EAamnENt AND WIE.RE NATURAL N69OL 19 OTHER THAN AA6T0 CWO6FILAION OE A6 OR 41 L005a 6LIUV ARFAB WITH SPIKE, gSCMG, OR OTL®3 MING i0 LmOEH HOL TO CdAIIN AGCEPT48lE TO 9UIffR. lLT£EN SPL TO MT'NM DB�iH OF 13 NGIffO WTH] 4DDIICNAL LLL5B.®IG 00 REODR® TO LBTMN ADEOWIIE DRANAGE CRRRALTOR MAY MIRODVCE PEAT MO%, 84ND, OR ORGANO MdT1ER MTO THE 9UB60. TO CCT.NN ADEQUATE TO BE TO T'RANIRE9 d141 BE CONSIDERED 46 MCDENTAL W4CORIA COOT TO TO 8 WHERE UNNLTABLLItt IS C®"® BY OWIE OW ER OR R"It 8 RB'r®BRATNE DJE PRESENCE O BOARDe, MORtAR, CONG2RE. GRADED AGGREGATE BASE, OR OTHER LON9TRlGTION FUTEitlAL9 M 91B GRADE ALD WHERE NAtIIR01 Nb6olB OILIER THAN AAN(TO REMOVE D®Po8 NPJ OBJECTIONABLE MAtERIAL SUCH RBEDAL tEASIREB ONALL BE5 LON9DERE0 A0 MCDETAL" WM(M 4DOTIONAL LOOT TO WJrE.t G WNBL- LN50T.AdLTY G DOOMED BY OWNER TO BE HECAIWE NATIRAL NBECL FALL$ MTO AA9HT0 G1A691FICATION 6 AG OR AT ATA COTAN9 MO6NRE M Ei(LE99 OP % PERCElR, 1HBI IN9tALLAlN CF 8UB DRABJAGE anTSH d3 aTHER MEANS DEBCRBED F m wmc M 9PEOFICdnON9 SHALL BE W£D. UwERE 81.Y.LI CQJLiTN9 HAVE NOT BEBi KNOIM OR PPoOR TO PLANING 11Fff AW THEY HAVE NOt BEEN RELCG!!® M PF+EPARAIN OF THE DRAWNG9 MD OPEDRCATIGNS. THEN OWNER 9HML 199Lff PRICMG ORDER TO N6TALL PROPER — FE1.5URE5. D. PLANnNG BEDS WLEl+£ EIUSnFIG N16 1.10 DET�i'P@D BY OWER r0 BE WMBrA H FOR PLANT GRCVITH M dCL RDANCE PARAGRAPH UtiTIRABLE W HERRN 94LL BE --A DEPTH Or I] MCLffB OR Ab NE®ED i0 PROVIDE A ADEQUATE DRAMAGE REPLACE E LAVATED 960. LLtrH PLAVM'G 80L eves PLAN SECTION SHRUB/GROUNDCOVER PLANTING ALL, I SUN � ABweN nW AruAcc]r TSBu dove T RRe i smv9 f art eVeY T aReOE (sff 6Ravp6 MaII roF� o. Tww TA'raxeTB¢ o. FT>rrArff PTanM6 e�oe asxmF��Y HRM ro (ANTTHI'B TIIATnui ep{OFsseneTT� cR P9TEKT �T ARzmil AR�HR�.xT=v �l ®m- IAvaacAPS MULTi-TRUNK TREE PLANTING 5-1 HEALiyY FRdAs MRdMUM TIE FROFDB WTH BIODEGRADABLE TWNE HEAD TO RERAN TED WA PMH PUSHES rt OPEN SECURE BATTEN. WTH 3-314' 6TEEL BAHOB TO 6EClITg BATTEN6 WRNG PLANTA' PRCYO.SS DO NOt NAL BA 54 ALM n P TRIMK HBGT 6 BATTFtB N oALL Be LOCATED RELATION THE RECANT LP TLE PALM 3']k4 WOOD BRACES HTAK® Y]TH A ]X4MA' BLAKE PAD BLLRED !' BEATU GRADE PEAT 80 TXAT TCP CF IB'AOr BALL A EVEN WTH Tiff FM6HED GRADE APTFR BETREFEN I' ABWE FRLSHED GRADE AT T— TIME OF Q PLANING 5 LAYERS L� BURL4P 5-3k4ki6 WLbD BATTENS 9TEd BAlD TLE NM 11F!'Y APPROVED MILLH D— TWITH TRIAAC 4' OF 0A1ID PLACED ON BACKFWL RHNLED GRADE BACKRLL MIXED WRu APPROVED TOPBGC ALL RCOT BALL CO✓ER1JG MATERIALS .HALL BE COMPLETELY REMOVED BEFORE PLMITWG PALM STAKING DETAIL I� e I0 20 40 SCALE l' 20' NOTE PLAT DE6CRPT ARE FOR 1911MUM A�ABLE 6PECIRCATNB ALL CIRTTERA U9 FOR CQJr.Rll82 8_ CALPETR, HOGHt, VFR , ETG MUST BE FET l- PLAT MATERA ACCEPTANCE FOR E%AMPLE, IF A THREE GALLGN bHRllB OOE6 NOT FEET THE LFJGHT OR SPREAD BPELIRCAT.K R WLL NOt BE ACCEPTED. R 81—IFIED PLATO ARE UNAVMLABLE AT TRE OF GOFBTRUCTIQy LOJHRALTOR MAY REPLACE 9PEGFID PLANT. WHH PLMJTO APPROVED BY LANDSCAPE ARLHTELT ANO OTT STAFF. COTRACTOR TO MO— E t,tB IRRIGATION BTfiTEFI TO EIhUHiE AOZ=TE IRWGAtbN FOR ALL NBU P MATT f CONTRACTOR SHALL REPLACE ANY —T9JG SOD OR OTXER PL4T MATERIALS DAMAGED DURMG -*T1-1 1 N AREAE THAT ARE LTIP3®E PROPO6ED LANDSCAPE 49 SHOW CN THE PLML O �ALL.1 l BBw.r�iRmIAL vv W.c A E E., Landsc I Traffic / m •F eF aE •l Z g PLANT UST STM TREES COMMON NAME BOTANK:AI NAPE pEBCPoPTKN GN CRAPE MYRTLE LAGER9TRC£MU NpIA 2- CAL, e" FPL T. 3 AFEPoCAN ELM UIlTIB AMERICANA 65 GAL, 3' CAL, 17 MM T., 3 RE -P RELOCATED PAL1 VAriffe 3 yp rid EX EXBiRJ61REE6 EMSIWG TREES �l EMSIMG TREE h0 BE Fffi10VED) y4��,]��� p, EJO6TMG TREE (TO BE RELOCATED) OHRUB3 ! GROJlALO✓'R VARLEO - YA— YAPoE5 N DWA� YAUPLTI (ia.LY ILF3( VQYRRRU "NANA" 3 GAL, RRl. 30' OG 31 MC HWlY GRA53 MW WSERGIA LAPLLAPob 3 GAL, FLET. 34' 0.G 3T SCD 4RGf.ITWE .AHA SOD PABPAULM NOTATLd9 "ARGBINE" SIXJD SOD, GONTRALTOR TO VERIFY Ott. NOTE PLAT DE6CRPT ARE FOR 1911MUM A�ABLE 6PECIRCATNB ALL CIRTTERA U9 FOR CQJr.Rll82 8_ CALPETR, HOGHt, VFR , ETG MUST BE FET l- PLAT MATERA ACCEPTANCE FOR E%AMPLE, IF A THREE GALLGN bHRllB OOE6 NOT FEET THE LFJGHT OR SPREAD BPELIRCAT.K R WLL NOt BE ACCEPTED. R 81—IFIED PLATO ARE UNAVMLABLE AT TRE OF GOFBTRUCTIQy LOJHRALTOR MAY REPLACE 9PEGFID PLANT. WHH PLMJTO APPROVED BY LANDSCAPE ARLHTELT ANO OTT STAFF. COTRACTOR TO MO— E t,tB IRRIGATION BTfiTEFI TO EIhUHiE AOZ=TE IRWGAtbN FOR ALL NBU P MATT f CONTRACTOR SHALL REPLACE ANY —T9JG SOD OR OTXER PL4T MATERIALS DAMAGED DURMG -*T1-1 1 N AREAE THAT ARE LTIP3®E PROPO6ED LANDSCAPE 49 SHOW CN THE PLML O �ALL.1 l BBw.r�iRmIAL vv W.c A E E., Landsc I Traffic / m •F eF aE •l Z g