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HomeMy WebLinkAbout04172014PZ AgendaAGENDA ZONING PLANNING AND COMMISSION THURSDAY, , 0 . ROLL CALL 7. ANNOUNCEMENTS 5. APPROVAL F MINUTES: Regular meeting of March 6, 2014 6. OLD BUSINESS A. Quasi - Judicial Public Hearing - Site Plan Modification - Cumberland Farms - Total Site Redevelopment: Demolition, New 4,920 SF Building, Additional Gas Pumps, Relocation of Canopy, Underground Fuel Tanks & Access Drive - 957 Sebastian Boulevard - C -512 (Commercial -512) Zoning District 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. 7V Tro". Tim 1 of 50 CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING ARCH 6, 2014 Chairman Dodd called the meeting to order at 7:00 P.M. The pledge of allegiance was said by all. ROLL CALL: PRESENT EXCUSED: ALSO PRESENT ANNOUNCEMENTS: Mr. Roth Mr. Dodd Ms. Kautenburg (a) Mr. Paul Mr. McManus (a) Mr. Qizilbash Mr. Carter Mr. Reyes Ms. Dale Simchick, IRC School Board Liaison Mr. Durr Jan King, Senior Planner Robert Ginsburg, City Attorney Dorri Bosworth, Planner /Secretary 6 r ;... ca .« s C . .. CL •. Chmn. Dodd announced that Mr. Durr was excused from the meeting and that Ms. Kautenburg would vote in his place. MOTION by Paul /Carter to accept the minutes of the February 6, 2014 meeting as written. Motion was approved unanimously by voice vote. OLD BUSINESS: None NEW BUSINESS: A. PUBLIC HEARING ® RECOMMENDATION TO CITY COUNCIL REGARDING A SPECIAL EXCEPTION TO LDC SECTION 54- 2- 5.6(c) TO ALLOW A PAWN SHOP IN AN INDUSTRIAL ZONING DISTRICT — A LEASED SPACE LOCATED AT 137 SEBASTIAN BOULEVARD Ms. Jan King reviewed the request to open a pawn shop in a rental unit in an industrial complex area, where pawn shops were not a permitted or conditional use. Currently, pawn shops were only allowed in the Commercial General zoning district. Staff felt the request was reasonable, reviewed the Findings of Fact, and believes this would be an appropriate location to approve a special exception. She stated the applicant, Mr. Austin Fox, was present for any questions [in addition to the property owner, Mr. Donald Stadnick], Chmn. Dodd opened the hearing for Public Input at 7:04 pm. No one spoke in favor, or in opposition, of the application. 2 of 50 �Y A PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF MARCH 6, 2014 Mr. Paul noted the back -up material included minutes from a previous meeting where the Commissioners discussed not having pawn shops in the C -512 district. He questioned setting precedent if the exception was granted. Ms. King explained the history of the Commission's earlier decision where initially they had decided to add it to the CR512 corridor, but because of the proximity of the residential district to the rear of the properties, pawn shops would not be able to meet the conditional use criteria, and so it was removed. After a question by Mr. Dodd, Ms. King described where the industrial areas were located in Sebastian. Mr. Dodd asked if the conditional use criteria would still apply if a pawn shop wanted to be located on Louisiana Ave. Ms. King stated the special exception was only for this request, and did not mean pawn shops would now be allowed in the Industrial zoning districts. A change to the LDC would need to be approved for that to happen. Mr. Roth stated that it probably should have been added to the IN district as a conditional use when they were making amendments a few years ago. Ms. King stated there were not many requests for pawn shops. Mr. Dodd had questions on the site regarding parking, and Ms. King explained the layout of the site with the warehousing units to the rear, and more of the retail /service units in front. Mr. Roth asked if outside storage would be allowed. Ms. King stated that the site plan had not been approved for any outside storage, and that, per code, it would have to be approved by the Commission if proposed. MOTION by Kautenburg /McManus "to recommend to the City Council that they approve this [special] exception ". ROLL CALL: Mr. Qizilbash yes Mr. Paul yes Ms. Kautenburg yes Mr. Reyes yes Mr. Roth yes Mr. Carter yes Mr. Dodd yes The vote was 7 -0. Motion carried. Chmn. Dodd stated he would be out of state from March 20" until April 10th, and would be absent for the next two possible meeting dates. He also complimented the City on the newly installed sidewalk along Fleming Street to the Sebastian Charter Jr. High School. School Liaison Dale Simchick agreed. MEMBERS MATTERS: Mr. Paul asked the City Attorney if vehicles have to yield only or stop completely at a marked pedestrian walkway. Mr. Ginsburg stated if a pedestrian is in the crosswalk, traffic is supposed to stop. If the pedestrian is on the sidewalk, the rule does not apply yet. Mr. Paul stated he would like to see complete stop signs. He also thanked the City for patching the potholes on Skyline Drive he had mentioned at the last meeting. Ms. Simchick stated the Sebastian Charter Jr. High School was holding a 5K fundraiser race on Indian River Drive this Satruday [March 8th] and that the school was the highest ranked middle 2 3 of 50 PLANNING AND ZONING COMMISSION MINUTES OF REGULAR MEETING OF MARCH 6, 2014 school in Indian River County. She also informed that the MPO currently has a Safe Walkways and Biking Trails to School grant. DIRECTOR MATTERS: None ATTORNEY MATTERS: Mr. Ginsburg reminded the Commission that they could not speak to applicants outside of the public hearings if contacted. Chairman Dodd adjourned the meeting at 7:20 p.m. (db) 3 4of50 Community Development Site Plan Review Staff Report 1. Project Name: Cumberland Farms Redevelopment 2. Requested Action: Site plan approval for the total redevelopment of an existing convenience store and gas station site 3. Project Location a. Address: 957 Sebastian Boulevard b. Legal: A portion of Lot 15, and all of Lots 16 to 21, Block 185, Sebastian Highlands Subdivision Unit 8 C. Indian River County Parcel Number: 31- 38 -13- 00002 -1850- 00017.0 . Project Owner: Cumberland Farms, Inc. 100 Crossing Boulevard V1701 Framington, MA 01702 . Project Agent: Bruce Barkett, Esq. Collins, Brown, Caldwell, Barkett, Garavaglia & Lawn, Chrt 756 Beachland Boulevard Vero Beach, Florida 32963 772 -231 -4343 6. Project Engineer: Craig Carden, P.E. Core States Group 110 N. 11th Street, Suite 101 Tampa, FL 33602 813 -490 -1755 7. Project Surveyor: Robert Bloomster, Jr., PSM Bloomster Professional Land Surveyors, Inc. 641 NE Spencer Street Jensen Beach, FL 34957 772 -344 -0868 1 5 of 50 a. Narrative of proposed action: Core States Group, on behalf of Cumberland Farms, has filed a site plan application for the redevelopment of their existing site at 957 Sebastian Boulevard, located on the southwest corner of the intersection of Barber Street and CR -512. The project consists of the complete demolition of the current building and site infrastructure, along with construction of a new, 4,920 SF convenience store, additional gas pumps with the relocation of the canopy and underground fuel tanks, together with associated parking, water and sewer service, drainage, and landscaping. An additional 501 strip of land is being purchased from the adjacent parcel (A.R.T. Plaza). Access to the site will be via a driveway on CR 512 with a new access lane and a relocated drive on Barber Street. Water and wastewater service to the site will be accomplished via connection to Indian River County Utilities with a newly designed lift station. The site consists of .92 acres, of which .73 acres will be impervious (79.35 %) and .19 acres will be open space (20.65 %). Land Use: C -512 (CR 512 Commercial) Zoning: C -512 (Commercial -512 District) d. Site Characteristics (1) Project Area: 39,865 SF = .92 acres (2) Current Land Use(s): Retail & gasoline sales MElm () Vegetation: I •. ;.. • . () Water Service: (7) Sanitary Sewer Service M. Oldsmar sand Established oaks, palms, & hedges Zone X Indian River County Utilities Indian River County Utilities Barber St. Sports Complex - .5 miles Hardee Park —.5 miles 2 6 of 50 Zoning Current Land Use Future Land Use North: RS -10 CR -512 & Residential LDR East: C -512 Offices, Hair Salon, Florist C -512 South: RS -10 Residential LDR West: C -512 Retail, Food Service C -512 d. Site Characteristics (1) Project Area: 39,865 SF = .92 acres (2) Current Land Use(s): Retail & gasoline sales MElm () Vegetation: I •. ;.. • . () Water Service: (7) Sanitary Sewer Service M. Oldsmar sand Established oaks, palms, & hedges Zone X Indian River County Utilities Indian River County Utilities Barber St. Sports Complex - .5 miles Hardee Park —.5 miles 2 6 of 50 (9) Police/Fire: Indian River Fire —.5 miles Sebastian Police — 3 miles - - - 3 7 of 50 h. scaled drawings of the sides, front and rear of the building or structure: Provided i. generalized floor plan indicating uses and square footage of each proposed use within each building or structure: provided }. Building exterior construction materials and color: provided k. building height: provided: 33' (maximum 35'). 1. location and character of all outside facilities for waste disposal, storage areas, or display: Provided - rear dumpster, to be screened by a CBS enclosure & gate matching the building. M. location and dimensions of all curb cuts and driveways: provided n. number of spaces with their location and dimensions: provided Parking Required: Convenience Stores: 1 space per 150 square feet of retail area 2,260 sf ° 150 = 15.06 (15) Parking Provided: 16 spaces (15 regular, 1 H /C) [Additional 8 regular spaces on site are credited towards adjacent property's requirement per agreement to be executed & recorded] o. details of off- street parking and loading areas (including requirements of Article XV): provided — Delivery truck general parking location shown on plan U. Location of all pedestrian walks, malls, yards and open spaces: provided V. location, size, character, and height or orientation of all signs: Location provided for monument and directional signs — all signs will require building permits and additional zoning reviews and are not a part of any site plan approval. 4 8 of 50 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 — The allowable self - certification form for projects less than 10 acres with less than 2 acres of impervious surface has been submitted to FDEP. Since the proposed stormwater system will be shared with the adjacent site, the form must refer to both properties and acreage amounts. Form submitted to staff only refers to Cumberland Farms. aa. location of existing easements and right -of -way: provided. An application for an Abandonment of Easement has been submitted for the easement acquired with the land purchase from the adjacent parcel. bb. Land survey with complete legal description prepared and certified by a registered surveyor: provided 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 for all. 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 accesslegress considerations: provided b. separation of vehicular and pedestrian areas: provided 5 9 of 50 1. Traffic impacts: a. CR -512 A full Traffic Impact Analysis was provided by the applicant. After review, the Indian River County Traffic Engineering Department is requiring construction of a right turn lane for the CR 512 access driveway. Final design details are being discussed between Core States Group and IRC, which resolution will be through issuance of a County ROW permit. Barber Street The current driveway on Barber Street is being relocated south further away from the CR 512 intersection. After a site inspection, and consideration of the current lane striping on Barber Street, the City required a "Right -Turn Only" sign be installed for exiting onto Barber Street, which was added to the plan by the applicant. Staff is now reconsidering this requirement based on the amount of truck traffic that will be directed into the residential area. 15. Open space and landscape (including the requirements of Article IV): 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 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 heel stops: provided j. 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 6 10 of 50 . Location of required landscape areas and dimensions: provided E. 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: Provided P. Show all landscaping, buildings, or other improvements on adjacent property within five () feet of the common props line: provided 16. Required screening of abutting residential and nonresidential uses: Provided — Type A buffer using landscaping materials will be installed along rear alley — 71 Myrsine hedge plants, full, 6 feet high at planting, 4' O.C., per landscaping plan. 2. Performance Overlay District Requirements: Provided — The proposed site plan meets the intent and requirements of the CR 512 corridor vision. The architectural /building standards, colors and building graphics, and landscaping codes have been met. The special sign regulations will be reviewed and verified under a separate building permit process. 23. Additional considerations: Purchase of the 50 foot land strip from the adjacent parcel (A.R.T. Plaza, 967 Sebastian Boulevard) [Plaza] required a Division of Lot application and a Site Plan Modification application (administrative review) for verification that the Plaza site would still remain in compliance with all LDC zoning district and site plan regulations. Both applications have been submitted and approved with conditions. The new stormwater system will be shared, and has been reviewed for capacity to handle stormwater run -off from both sites. Eight existing parking 7 11 of 50 spaces belonging to the Plaza will be acquired by Cumberland Farms. These spaces can only be counted towards the Plaza's parking requirement compliance and not credited towards Cumberland Farms. A stormwater maintenance and parking agreement is required to be executed and submitted to the city for our files. A Conditional Use Permit for Gasoline Sales was previously granted with the original site plan. The proposed site plan for redevelopment also meets the specific conditional use critieria as listed in Section 54 -2- 6.4(22). Staff has concerns with the proposed location of the Air Tower being placed adjacent to the building (Keyed (Vote "V, Sheet CFG4.0) with regards to pedestrian safety when the air pump is being used. Staff suggests relocating the Tower to the area of the general delivery truck parking location. As per Section 54- 2- 5.15(e)(1), the required dedicated easement for cross access and utility purposes adjacent to the frontage along CR 512 is currently being executed. A copy shall be supplied to the city for our files. IRC Fire Department, IRC Utilities Department, and Environmental Health Department comments have been addressed. 2. Consulting Engineer's reviews Applicant has addressed all comments. 2. Conclusion: The proposed Cumberland Farm redevelopment site plan is consistent with the Comprehensive Plan, Land Development Code, and CR512 Corridor Overlay District Requirements. Staff recommends approval of the proposed site plan with the following conditions: 1) Before issuance of the Building Permit, staff shall receive: Copy of the Warranty Deed and recorded Unity of Title regarding the purchase of the 50' strip of land [per Division of Lot application approval] ® Stormwater Self Certification Form for both Cumberland Farms and A.R.T. Plaza (957 & 967 Sebastian Boulevard) 2) Before issuance of the Certificate of Completion, staff shall receive: ® Approval of construction of the right turn lane and sidewalk infrastructure on CR -512 by Indian River County ® Copy of the executed and recorded parking, and stormwater maintenance agreement between both sites 8 12 of 50 Copy of the recorded Cross Access Easement Approval of the Abandonment of Easement " If /I( PREPARED Y A 9 13 of 50 1810117, wel U441 DEVELOPMENT 1225 MAIN STREET a SEBASTIAN, FLORIDA , TELEPHONE (772) 589-5518 a FAX (772) 388-8248 www.cityofsebastian.org THE PLANNING AND ZONING COMMISSION OF THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, HAS SCHEDULED A QUASI- JUDICIAL PUBLIC HEARING IN THE CITY COUNCIL CHAMBERS, 1225 MAIN STREET, SEBASTIAN AT A REGULAR MEETING TO BE HELD ON THURSDAY, APRIL 17, 2014, AT 7:00 P.M., TO CONSIDER APPROVING A MAJOR MODIFICATION TO THE CUMBERLAND FARMS SITE. IN ADDITION TO DEMOLITION OF THE EXISTING SITE, THE APPLICATION PROPOSES A NEW 4,920 SF CONVENIENCE STORE ALONG WITH NEW FUELING PUMPS AND CANOPY, REQUIRED PARKING, LANDSCAPING, AND STORMWATER DRAINAGE. THE LOCATION OF THE PROPOSED PROJECT IS 957 SEBASTIAN BOULEVARD, ON THE SW CORNER OF THE CR 512 AND BARBER STREET INTERSECTION. I.R.C. TAX PARCEL ID NO. IS 31- 38 -13- 00002 -1850- 00017.0. CURRENT ZONING IS C -512 (C- 512 COMMERCIAL DISTRICT) AND LAND USE IS C -512 (COMMERCIAL CR -512 CORRIDOR). ALL INTERESTED PARTIES MAY APPEAR AT THE HEARING AND BE HEARD WITH RESPECT TO THE PROPOSED SITE PLAN. ED DODD, CHAIRMAN PLANNING AND ZONING COMMISSION CITY OF SEBASTIAN, FLORIDA ANYONE WHO MAY WISH TO APPEAL ANY DECISION THAT MAY BE MADE AT THIS HEARING WILL NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS BASED. IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ANYONE WHO NEEDS SPECIAL ACCOMMODATIONS FOR THIS MEETING SHOULD CONTACT THE CITY'S ADA COORDINATOR AT (772) -589 -5330 AT LEAST 48 HOURS PRIOR TO THE MEETING. PUBLISHED: Wednesday, April 2, 2014 14 of 50 ctlyor Permit Applicatioii No. City of Sebastian HOME OF PELICAN ISLAND Development Order Application Applicant If not owner, written authorization (notarized) from owner is required) Name: Craig J. Carden, PE - Core States Group Ad-dress 3902 Corporex Park Dr. Suite 600, Tampa, FL33619 Phone Number:( 813 ) 490 - 1755 FAX Number: (813 ) 490- 1759 E-Mail: ccarden@core-eng.com 100 Crossing Blvd, Farmington, MA 01702 Owner if different applicant) Name: Cumberland Farms Inc. Address: 100 Crossing Blvd, Farmington, MA 01702 Phone Number,- (954 ) 925 - 9001 FAX Number- E-Mail: Title of per-nit or action requested* Site Plan Approval 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 8-1/2" By 11" COPIES OF ANY ATTACHMENTS SHALL BE INCLUDED, ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM, A. Project Name (if applicable): Cumberland Farms V #1203 Detailed description of proposed activity 'amid 'purpose of the requested permit or action (attach extra sheets if necessary)� See the attached Cover Letter DATE RECEIVED: '� /,?3/ 1 -t FEE PAID: $ .l Zoo -CC RECEIVED BC a4-4 5cqf 7,-3 15 of 50 Permit Application No,_____ D. Project Personnel: Agent. Name., Craig J. Carden, PE - Core States Group Address 3902 Corporex Park Drive, Suite 600 Tampa FL 33619 Phone Number:( 813 ) 490 - 1755 FAX Number: 813 490 - 1759 E-Mail: ccarden@core-eng.com Attorney: Name: Bruce Barket - Collins, Brown, Caldwell, Barkett, Garavaglia & Chartered Address 756 Beachland Blvd, Vero Beach, F1 32963 Phone Number: ( 772 231 - 4343 FAX Number, 772 234 5213 -Mall' bbarkett@verolaw.com Engineer: Name: Craig J. Carden, PE Address 3902 Corporex Park Dr. Suite 600, Tampa, FL 33619 Phone Number: ( 813 ) 490 - 1755 FAX Number: E-Mail: ccarden@core-eng.com Surveyor; Name: Robert Bloomster, Jr. Address 641 NE Spencer Street, Jensen Beach, FL 34957 Phone Number: ( 772 ) 344 - 0868 FAX Number: 772 344 5283 E-Mail: bloomster@bloomstersurvey.net 1, Craig Carden _, BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: lAM THE OWNIER X IAM THE LEGAL REPRESENTATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS APPLICATION, AND THAT ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE ACCURATE AND TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF, SfGNATURI DATE SEAL: RERECARLY OTTER NO3TY Public - State of Floodda MY Comm. Expires Jan 17, 2017 Commission # EE 866159 16 of 50 Permit Application No, The following is required ._ . amendments 'Including a. site plans, r d o, permits, special permits, I /WE, ^ THE OWNER(S) / X THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE BOARD /COMMISSION 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 UWE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE PROCEEDINGS, RESULTING FROM ANY BOARD /COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY CLAIM OR ASSERTION THAT MYIOUR PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA CONSTITUTION OR THE UNITED STATES CONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING, THIS WAIVER AND CONSENT IS BEING SIGNED BY ME /US VOLUNTARILY AND NOT AS A RESULT OF ANY COERCION APPLIED, OR PROMISES MADE, BY ANY EMPLOYEE, AGENT, CONTRACTOR OR OFFICIAL OF THE CITY OF SEBASTIAN, 111,q SIGNATURE DATE Sw n before me by C'� ho is personall �scrjl,,ed known to�Ti r produced as I en I ication, this � day of ? ytg�­,e_ , 20 Notary's Signature Printed Name of Notary - Commission No. /Expiration t i Seal: CARLY WOOTTEN m O�PRY �L ®4 °. r ° ® Notary Public - State of Florida mN, oc My Comm. Expires Jan 17, 2017 `.�F� °° Commission EE B &6159 Ol099ii�� APPLICATION FEES ARE ESTABLISHED BY RESOLUTION OF CITY COUNCIL. ADDITIONAL FEES FOR THE CITY'S CONSULTING ENGINEER REVIEW (WHEN REQUIRED) WILL BE THE RESPONSIBILITY OF THE APPLICANT, Z_z) ACKNOWL DGMENT DAT 17 of 50 Permit Application No. Supplemental i ' Plan Approval X 1. Site size in acres or square feet: .73 Acres x 2 Area of impervious surface in square feet: 25, 343 SF x 3. Area of pervious surface in square feet: 6, 522 SF x 4. Attach the following X 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.) X. b. A scaled drawing of the sides, front 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. X c. A surface -water drainage facilities plan certified by an engineer or architect registered in the State of Florida (3 SETS) X d.. TWELVE copies of land survey with complete legal description prepared and certified by a registered surveyor. X: e. A traffic impact analysis, if required (3 SETS) • f. An erosion /sedimentation 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. X h. 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. 18 of 50 Permit Application No. 5. The following information is required on all site plans: x a. Locate on the site plan and describe the character of all outside facilities for waste disposal, storage areas, or display. X 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. x c. Locate on the site plan all pedestrian walks, and height or orientation of all signs. X d, Locate on the site plan and describe the character of landscaped areas and/or recreation areas. X 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. X f. Locate on 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. x g. Locate on the site plan existing easements and rights-of-way. 19 of 50 -F, RE' uefjseqaS jo fi4!o 7 00 A Ao- kA Ij x. q. ....... . .... ..... . ....... . ii ILLVLYY.LE FINYV9 S. I- x LLJ Z C"q CD Lo 9 N U) C\j co U- -1 z '- C Q > LL F— C/) LU E c/) LO m O z uj El) In o LL U No III co i:-t Y w 0 1 --t iii z 0 LAX %M� IMMM Mimml i M..: im.1,11ii, .......... MHM ZD �U§l f, if1 01 I:I ii Mi -F, RE' uefjseqaS jo fi4!o 7 00 A Ao- kA Ij x. q. ....... . .... ..... . ....... . ii ILLVLYY.LE FINYV9 S. I- x LLJ Z C"q CD Lo 9 N U) C\j co U- -1 z '- C Q > LL F— C/) LU E c/) LO m O z uj El) In o LL U No III co i:-t Y w 0 1 --t iii z 0 LAX %M� IMMM Mimml i M..: im.1,11ii, .......... MHM 01 I:I ii Mi Lu pe 2 1 3 DESIGN AND DEVELOPMENT CONTACTS: PROPERTY OWNER CUMBERLAND GULF GROUP OF COMPANIES E 100 CROSSING BLVD. ` FRAM INGHAM, MA 01702 A CONTACT; MANNY PAIVA CFG3 0 (508) 270 -1430 DEVELOPER METROGROUPDEVELOPMENT i 500 ABBEY COURT CFG6.0 ALPHARETTA, GA 30004 CFG6A CONTACT: ZACH MIDDLEBROOKS STORMWATER (770)641 -1671 CIVIL ENGINEER CORE STATES GROUP CFG8.0 110 NORTH 11111 STREET, SUITE 101 ° TAMPA, FL 33602 0 CONTACT: CRAIG J. CARDEN, P.E. (FL) F (813) 490 -1755 B ARCHITECT ALLEVATO ARCHITECTS INC. CFG9.0 31 HAYWARD STREET O FRANKLIN, MA 02038 S CONTACT: JIM OWENS rCs (508) 526 -0770 SITE LIGHTING LSI INDUSTRIES CFG9.5 10000 ALLIANCE ROAD CFG9.6 CINCINNATI, OH 45242 CFG10.0 (513) 793 -3200 LANDSCAPE ARCHITECT SIMPLYVERDE K' o 829 38th AVENUE NORTH py SAINT PETERSBURG, FL 33704 C CONTACT: PATRICIA CASTELLANO, RLA, ASLA (727) 521 -7290 SURVEYOR BLOOMSTER PROFESSIONAL LAND SURVEYORS, INC. i s 6 791 NORTHEAST DIXIE HIGHWAY A2.1 JENSEN BEACH, FL34957 CONTACT: ROBERT BLOOMSTER, JR. PSM A3.1 (772)3 34.0868 GOVERNING AGENCIES CONTACTS: PLANNING AND ZONING CITY OF SEBASTIAN COMMUNITY DEVELOPMENT PLANNING AND ZONING DIVISION 1225 MAIN STREET SEBASTIAN, FL 32958 D (772) 589 -5518 BUILDING PERMIT CITY OF SEBASTIAN BUILDING DEPARTMENT 1225M IN STREET SEBASTIAN, FL 32956 (772) 589 -5537 FIRE DEPARTMENT INDIAN RIVER COUNTY FIRE RESCUE DIVISION 4225 43RD AVENUE VERO BEACH, FL 32957 (772) 567 -2154 WATER INDIAN RIVER COUNTY UTILITIES DEPARTMENT E SEBASTIAN SQUARE SHOPPING CENTER ` 11604 US HIGHWAY 1 Q SEBASTIAN, FL 32958 CFG3 0 (772) 770 -5300 2 WASTEWATER INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES i 1801 27th STREET CFG6.0 VERO BEACH, FL 32960 CFG6A (772) 226 -1636 STORMWATER CITY OF SEBASTIAN CFG7.0 STORMWAT ER DIVISION CFG8.0 1225 MAIN STREET ° SEBASTIAN, FL 32956 0 (772) 589 -5330 F HIALEAH, FL 33013 ° INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT CFG9.0 STORM WATER DIVISION O 180127th STREET S VERO BEACH, FL 32960 rCs (772) 778 -9391 STORMWATER DISTRICT ST. JOHNS RIVER WATER MANAGEMENT DISTRICT CFG9.5 PALM BAY SERVICE CENTER CFG9.6 525 COMMUNITY COLLEGE PARKWAY, S.E. CFG10.0 PALM BAY, FL 32909 CFG10.1 (321) 9844940 5 9 10 V #1203, STORE# 9690, GAS STATION #1051 9SEBASTIAN BOULEVARD SEBASTIAN, •° DA 32958 a i J0 01" 0 w kq 0 0 's! 111 v 4* ' liki I zKyj QZME01-51 o N Al LEGAL DESCRIPTION: THE NORTHERLY 10 FEET OF LOT 15 AND ALL OF LOTS 16, 17, 18, 19, 20 AND 21, BLOCK 185, SEBASTIAN HIGHLANDS UNIT 8 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6, PAGES 9 THROUGH 14, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGIN AT THE NORTHEAST CORNER OF SAID LOT 21; THENCE SOUTH 38°10'37' WEST, A DISTANCE OF 250.00 FEET; 2 THENCE NORTH 51 °49'23" WEST, A DISTANCE OF 160.00 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SEBASTIAN BOULEVARD; THENCE NORTH 38 °10'3T' EAST, ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 225.OD FEET TO THE BEGINNING OF A CIRCULAR CURVE CONCAVE TO THE SOUTH, HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90 °00'00 ", THENCE. NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 39.27 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF BARBER STREET; THENCE SOUTH 51 °49'23" EAST, A DISTANCE OF 135.00 FEET TO THE POINT OF BEGINNING. CONTAINING: 39865.9 SQUARE FEET. UTILITY CONTACTS: G COVER SHEET ` ELECTRIC COMPANY FLORIDA POWER AND LIGHT Q ST. LUCIE SERVICE CENTER CFG3 0 3301 ORANGE AVE. CFG4.0 FT. PIERCE, FL 34947 i (561) 4696285 CFG6.0 TELEPHONE AT &T/DISTRUBUTION CFG6A 450 NORTH GOLDENROD ROAD CFG6.2 ORLANDO, FL 32807 CFG7.0 CONTACT: BELLSOUTH AT &T Fl- CFG8.0 (904) 350-2274 ° NATURAL GAS FLORIDA CITY GAS 0 955 E. 25th STREET H HIALEAH, FL 33013 ° (305)B35 -3651 CFG9.0 SITE CONSTRUCTION DETAILS 1 O SITE CONSTRUCTION DETAILS 2 S SITE CONSTRUCTION DETAILS 3 rCs SITE CONSTRUCTION DETAILS 4- (TRASH ENCLOSURE) CFG9A SITE CONSTRUCTION DETAILS 5- (STORMTECH CHAMBERS) CFG9.5 ALERT TO CONTRACTOR: CFG9.6 t. THE SITE WORK FOR THE PROPOSED DEVELOPMENT SHALL CFG10.0 MEET OR EXCEED ALL CITY AND /OR COUNTY AND STATE CFG10.1 STANDARDS FOR SITE WORK. K' o CANOPYPLAN py 2. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS - REQUIRED BY CODES ANDJOR UTILITY SERVICE COMPANIES is B SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING i s 6 POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5 9 10 V #1203, STORE# 9690, GAS STATION #1051 9SEBASTIAN BOULEVARD SEBASTIAN, •° DA 32958 a i J0 01" 0 w kq 0 0 's! 111 v 4* ' liki I zKyj QZME01-51 o N Al LEGAL DESCRIPTION: THE NORTHERLY 10 FEET OF LOT 15 AND ALL OF LOTS 16, 17, 18, 19, 20 AND 21, BLOCK 185, SEBASTIAN HIGHLANDS UNIT 8 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6, PAGES 9 THROUGH 14, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGIN AT THE NORTHEAST CORNER OF SAID LOT 21; THENCE SOUTH 38°10'37' WEST, A DISTANCE OF 250.00 FEET; 2 THENCE NORTH 51 °49'23" WEST, A DISTANCE OF 160.00 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SEBASTIAN BOULEVARD; THENCE NORTH 38 °10'3T' EAST, ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 225.OD FEET TO THE BEGINNING OF A CIRCULAR CURVE CONCAVE TO THE SOUTH, HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90 °00'00 ", THENCE. NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 39.27 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF BARBER STREET; THENCE SOUTH 51 °49'23" EAST, A DISTANCE OF 135.00 FEET TO THE POINT OF BEGINNING. CONTAINING: 39865.9 SQUARE FEET. FOR REFERENCE ONLY m 12 13 I� LOCATION MAP CIVIL PLANS CFGI.0 COVER SHEET CFG1A GENERAL NOTES CFG2D TOPOGRAPHIC SURVEY CFG3 0 SITE DEMOLITION PLAN CFG4.0 SITE PLAN CFG5.0 SITE GRADING & DRAINAGE PLAN CFG6.0 SITE EROSION& SEDIMENTATION CONTROL PLAN - PHASEI CFG6A SITE EROSION& SEDIMENTATION CONTROL PLAN - PHASE 2 CFG6.2 1 SITE EROSION & SEDIMENTATION CONTROL DETAILS CFG7.0 SITE UTILITY PLAN CFG8.0 SITE LANDSCAPING PLAN CFG8A SITE LANDSCAPING DETAILS CFGB 2 SITE LANDSCAPING NOTES CFG83 SITE IRRIGATION PLAN CFGSA SITE IRRIGATION DETAILS CFG9.0 SITE CONSTRUCTION DETAILS 1 CFG91 SITE CONSTRUCTION DETAILS 2 CFG9.2 SITE CONSTRUCTION DETAILS 3 CFG9.3 SITE CONSTRUCTION DETAILS 4- (TRASH ENCLOSURE) CFG9A SITE CONSTRUCTION DETAILS 5- (STORMTECH CHAMBERS) CFG9.5 SITE CONSTRUCTION DETAILS 6 - (LIFT STATION) CFG9.6 SITE CONSTRUCTION DETAILS 7- (STRUCTURAL DETAILS) CFG10.0 SITE LIGHTING PLAN CFG10.1 SITE LIGHTING PLAN CFG12.0 CANOPYPLAN Ai 6 ROOF PLAN 55.3 FRAMING OFTAIL S Al Sa ROOF DETAILS 554 FRAMING SECTIONS A2.1 STOREFRONT SCHEDULE, DETAILS& TYPICAL DOOR ELEVATIONS MECHANICAL PLANS A3.1 EXTERIORELEVATIONS M6.1 HVAC LEGENO. ABBREVIATIONS, GENERAL NOTES & SCHEDULES -2 EXl£RIORELEVATONS FOR REFERENCE ONLY m 12 13 I� LOCATION MAP M OLo W N CID r Eh E+3 J W LL (7 Z L W Q W -m _ Eli E y d vJ C LI- m O / °Q~ O ��� LLI O H- E r- W m U N Z 00000 m _ Q � o 506 m °oQ U 0 CalzE ID �IzI�I�IU U ITT) T CO C � U N (n 0 U we yCOt9m i _ tF I' vL oUa;9cv v a�mxn'c`°`m mdu`E. x vF13 c - -f cm u�m £Src QUu O � o U u z _ ? Q CFG1.0 1 of 50 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE ARCHITECTURALPLANS STRUCTURAL PLANS AOD COVER SHEET St.t FOUNDATION PLAN A0.1 CODE SUMMARY &EGRESS PLAN 51.2 LOWFRAMINGPLAN A0.2 GENERAL NOTES&RESPONS181- SCHEDULE 51.3 HIGH FRAMING PLAN A03 WALL TYPES. LEGEND & FINISH SCHEDULES SIA LOW TRUSSFRAMING PLAN AEA ARCHRECTURALSIDEWAURPLAN 51.5 MOTRUSSFRAMINGPLAN Ai.i fLOOR PLAN 51.6 HIGH TRUSS FRAMING PLAN Al2 FLOOR FINISH PLAN 52.1 GENERAL NOTES A1.3 REFLECTED CEILING PLAN 522 WIND DESIGN A14 SOFPTDETAILS 52.3 GENERAL LINTEL AND CMU INFORMATION A'.. SOFFITOETAILS S2.4 TRUSS PROFILES AIS EQUIPMENTPLAN S5.1 FOUNDATION DETAILS A". EOUIPM£NTSCHEDULE S5.2 FRAMING DETAILS Ai 6 ROOF PLAN 55.3 FRAMING OFTAIL S Al Sa ROOF DETAILS 554 FRAMING SECTIONS A2.1 STOREFRONT SCHEDULE, DETAILS& TYPICAL DOOR ELEVATIONS MECHANICAL PLANS A3.1 EXTERIORELEVATIONS M6.1 HVAC LEGENO. ABBREVIATIONS, GENERAL NOTES & SCHEDULES -2 EXl£RIORELEVATONS M0.2 HVACOETAILS &SEQUENCEOFCONTROLS A49D BUILDING SECTIONS M0.3 HVAC SPECIFICATIONS AC. BUILDING SECTONS A,,., HVAC FLOOR PLAN A491 WALL SECTIONS 111.2 HVAC ROOF PLAN A- WALL SECTIONS REFRIGERATION -S WALL SECTIONS Ri.t REFRIGERANT FLOOR PLAN .4 - SECTIONS R1.2 REFRIGERANTROOFPLAN ACE WALL SECTIONS PLUMBING PLANS A46 WALL SECTIONS PDDI PLUMBING LEGEND, NOTES, SCHEDULES ASA DETAILS Pt.01 PLUMBING FIRST FLOOR PIN SANITARY &VENT PLAN A5.2 DETAILS FHC2 PLUMBING FIRST FLOOR DOMESTIC WATER &GAS PLAN A5.3 DETAILS FED, PLUMBING DETAILS A6.1 INTERIOR ELEVATIONS ELECTRICAL PLANS A62 INTERIOR ELEVATIONS RESTROOM ELEVATIONS AND ENLARGED FLOOR PLAN E0.01 ELE[TRICnLGVMeOLtIST AND GENERAL NOTES E1.01 ELECTRICAL LIGVRING PLAN PF" LABPENETRATION PLAN E2.01 ELECTRICAL POWE0.PWk E3.01 EtECUHCAL ROOF POWER PLAN EA.. ELECTRICAL SITE PLAN E5.03 ELECTRICAL ONE -LINE POWER RISER DIAGRAM ESD2 -RICAL EQUIPMENT AND FIYTURE SCH£OULES E5D3 ELECTRICALDIUAILSHEET Fl- ELERRICAt pETAILSHEET - ELECTRICALOETAILSH- ES.CS ELERRICAt CPI ONl LINE -IMATIC E.m ELECTRICAL TERMINAL -P ON =_ FA00L ELECTRICALFIREAIARMPLAN FADD3 ELECTRICAL FIRE -Ni RISER DIAGRAM M OLo W N CID r Eh E+3 J W LL (7 Z L W Q W -m _ Eli E y d vJ C LI- m O / °Q~ O ��� LLI O H- E r- W m U N Z 00000 m _ Q � o 506 m °oQ U 0 CalzE ID �IzI�I�IU U ITT) T CO C � U N (n 0 U we yCOt9m i _ tF I' vL oUa;9cv v a�mxn'c`°`m mdu`E. x vF13 c - -f cm u�m £Src QUu O � o U u z _ ? Q CFG1.0 1 of 50 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ® 2E ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF ® YB CALie B L iW DIG THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE kefr�exf .A4H an CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. M OLo W N CID r Eh E+3 J W LL (7 Z L W Q W -m _ Eli E y d vJ C LI- m O / °Q~ O ��� LLI O H- E r- W m U N Z 00000 m _ Q � o 506 m °oQ U 0 CalzE ID �IzI�I�IU U ITT) T CO C � U N (n 0 U we yCOt9m i _ tF I' vL oUa;9cv v a�mxn'c`°`m mdu`E. x vF13 c - -f cm u�m £Src QUu O � o U u z _ ? Q CFG1.0 1 of 50 A 8 C D 11 III 9 e F 8 s _ C a $$ 2 I 3 GENERAL SITE NOTES 1. ALL CONSTRUCTION MATERIALS AND TECHNIQUES OF INSTALLATION SHALL MEET PERFORMANCE VALUES OF THE MATERIALS SPECIFIED AND COMPLY WITH ALL CITYICOUNTY REGULATIONS AND CODES AND O.S.H.A, STANDARDS. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THIS PROJECT IS CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS AND IN COMPLIANCE WITH CODES INDICATED HEREIN. THE QUALITY OF WORKMANSHIP AND INSTALLATION OF MATERIALS SPECIFIED BY THE ARCHITECT/ENGINEER ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE ARCHITECT /ENGINEER WILL NOT BE HELD RESPONSIBLE FOR ANY SUBSTANDARD OR INSUFFICIENT WORKMANSHIP, MATERIALS, OR SERVICES PROVIDED IN THE EXECUTION OF ANY PHASE OF CONSTRUCTION OF THIS PROJECT. 3. ALL MATERIALS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL MANUFACTURER'S WARRANTIES WILL BE HONORED. 4. ALL CONDITIONS SHOWN TO BE "EXISTING" SHALL BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR PRIOR TO START OF CONSTRUCTION, ANY DISCREPANCIES SHALL BE NOTED AND SUBMITTED TO THE OWNER AND THE ARCHITECT /ENGINEER FOR REVIEW, CHANGES TO THE ORIGINAL DESIGN OF THE PROJECT DUE TO EXISTING SITE CONDITIONS MUST BE APPROVED BY BOTH THE OWNER AND THE ARCHITECT /ENGINEER PRIOR TO MAKING ANY CHANGES. 5. CONTRACTOR TO REVIEWAND FOLLOW CONSTRUCTION TECHNIQUES /SPECIFICATIONS OUTLINED IN THE SITE GEOTECHNICAL REPORT, ANY CONFLICTS WHICH MAY ARISE SHALL BE NOTED AND SUBMITTED TO THE OWNER AND THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF EXISTING FIELD CONDITIONS AND OF ALL DRAWINGS AND SPECIFICATIONS RELATED TO THEIR FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS PROJECT AND HIS FIELD OF SERVICE SHALL NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATIONS ALL BE ALLOWED DUE TO THE GENERAL CONTRACTOR'S FAILURE TO CONVEY THE NECESSARY KNOWLEDGE TO FAMILIARIZE WORKERS AND SUBCONTRACTORS WITH THIS PROJECT. 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE SAFETY OF ALL PERSONS ON THE JOB SITE AT ALL TIMES INCLUDING (BUT NOT LIMITED TO) SUBCONTRACTORS, FACILITY EMPLOYEES, VENDORS, DESIGN STAFF PROFESSIONALS AND INSPECTION PERSONNEL. 8. THE GENERAL CONTRACTOR SHALL PROVIDE DUMPSTERS, PORTABLE TOILETS AND TEMPORARY POWER FOR UNRESTRICTED PROJECT RELATED USE BY OTHERS FOR THE DURATION OF THE PROJECT. 9, THE GENERAL CONTRACTOR SHALL COORDINATE PROJECT PHASING AND STORAGE OF MATERIALS WITH THE OWNER. 10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, STORING AND PROTECTING OF MATERIALS AND EQUIPMENT SUPPLIED BY THE OWNER UNTIL IT HAS BEEN INSTALLED AND ACCEPTED BY THE OWNER. ll. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL POWER WASH THE ENTIRE CONSTRUCTION AREA PRIOR TO TURNOVER TO THE OWNER, 12, EXISTING H PAVING THAT WILL REMAIN AFTER CONSTRUCTION SHALL BE N PROTECTED FROM DAMAGE. AREAS OF EXISTING PAVING THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE SAWCUT, THEN REMOVED AND REPLACED. 13. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL PUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION, SPECIFIC TO THIS PROJECT PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. SHOULD ANY UTILITY REQUIRE RELOCATION, CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE ARCHITECT /ENGINEER. 14. SAWCUT AND REMOVE PORTIONS OF EXISTING PAVING ONLY AS REQUIRED TO INSTALL NEW UTILITIES OR TO CONSTRUCT PROPOSED FACILITIES PER THIS PLAN. REPLACE PORTIONS REMOVED TO MATCH EXISTING FLUSH AND SMOOTH. 15, PROVIDE TEMPORARY CHAIN LINK FENCING, MINIMUM 6' -0" HIGH, AROUND ENTIRE AREA OF CONSTRUCTION. FIELD VERIFY EXACT LOCATION AND SPECIFICATIONS OF FENCE WITH THE OWNER PRIOR TO START OF CONSTRUCTION. REMOVE FENCING AT COMPLETION OF PROJECT AND PATCH PAVING AS REQUIRED AT FENCE POST HOLES. 16. ALL DIMENSIONS AND RADII ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 17. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 18, CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT, 19. CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVE GROUND UTILITIES AND APPURTENANCES IN DRIVE AREA. 21 CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME. 21. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM TO REMAIN DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUALTO, OR BETTER THAN, EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY OWNER PRIOR TO CONSTRUCTION START. 22. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF BUILDING APPURTENANCES, STAIRS, RAMPS, SLOPE PAVING, SIDEWALKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 23. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED OR SOD, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 24, EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 25, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 26, THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS. 27. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL. 28. IN THE EVENT THE CONSTRUCTION IS ABANDONED PRIOR TO THE COMPLETION OF THE PROJECT, ALL CONSTRUCTION AND STOCKPILED VEGETATIVE DEBRIS AND FILL WILL BE REMOVED FROM THE SITE AND THE SITE WILL BE STABILIZED PER FDEP GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (NPDES). 29. THESE PLANS ARE INTENDED TO AND SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT AND THE FLORIDA ACCESSIBILITY LAW. 30. ALL VEGETATION FROM CLEARING AND GRUBBING WILL BE DISPOSED OF OFF -SITE 31. CONTRACTOR IS RESPONSIBLE FOR PERMITTING, INSTALLATION AND MAINTENANCE OF ALL MAINTENANCE OF TRAFFIC OPERATIONS DURING CONSTRUCTION. MAINTENANCE OF TRAFFIC SHALL CONFORM TO FDOT /GOVERNING AGENCY STANDARDS. 5 32. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN THE CITY /COUNTY DEVELOPMENT CODE, ZONING, AND /OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 33, PLANTER ISLANDS SHALL BE EXCAVATED A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND (EXCLUDING A 17' BUFFER AREA) & BACKFILL WITH APPROVED PLANTING MIX (SEE LANDSCAPING PLANS). PROTECT AND RETAIN ALL CURBS, BASE AND 17' BUFFER AREA FROM THE INSIDE OF CURB OR PAVEMENT. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM. GENERAL PAVING AND GRADING NOTES 1. ALL PAVING AND GRADING CONSTRUCTION MATERIALS AND METHODS SHALL MEET THE STANDARD SPECIFICATIONS AND REQUIREMENTS OF THE FOOT. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT -OF -WAY, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION AND SHALL MEET ALL FOOT REOUIREMENTS /SPECIFICATIONS AT A MINIMUM. 8. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 7. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8, CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY A LICENSED PROFESSIONAL SURVEYOR AND MAPPER. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 11. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H IV OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 12. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 13. ALL PAVING, CONSTRUCTION MATERIALS, AND WORKMANSHIP WITHIN FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND THE CITY /COUNTY RIGHT -OF -WAY SHALL BE IN ACCORDANCE WITH FDOT'S SPECIFICATIONS AND STANDARDS (LATEST EDITION) AND THE CITY /COUNTY STANDARDS (LATEST EDITION) RESPECTIVELY. 14, ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III AND INSTALLED IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES LATEST REQUIREMENTS AND SPECIFICATIONS OR FOOT SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 15. ALL CONCRETE USED ON THE SITE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. ALL CONCRETE SIDEWALKS SHALL HAVE CONTROL JOINTS CUT ON 5-FOOT CENTERS AND EXPANSION JOINTS PLACED ON 60 -FOOT CENTERS, CHANGES IN DIRECTION, AND ABUTTING SEPARATE POURS. PAVEMENT JOINTS SHALL BE SPACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND /OR DETAILS. 16. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 17. THE CONTRACTOR SHALL ENSURE THATALL PLANTING AREAS (INTERIOR ISLANDS, FOUNDATION PLANTING AREAS, ETC.) ARE NOT COMPACTED AND DO NOT CONTAIN LIMEROCK OR OTHER MATERIAL CLAY SUBGRADE MATERIAL MARL ETC,) WHICH MAY ADVERSELY AFFECT DRAINAGE OF GREEN AREAS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND BACKFILL WITH CLEAN, FREE DRAINING TOPSOIL. 18. CONTRACTOR IS SPECIFICALLY CAUTIONED, DEPENDING ON THE TIME OF YEAR AND PROJECT LOCATION, DEWATERING MAY BY REQUIRED. 19, IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND ARCHITECT /ENGINEER PRIOR TO EXCAVATION. 20, STRIP TOPSOIL AND ORGANIC MATTER AND PAVING MATERIAL FROM ALL AREAS TO BE IMPERVIOUS. TOPSOIL SHALL BE STOCKPILED ON SITE FOR REPLACEMENT ON SLOPES AND ALL OTHER GREEN AND LANDSCAPE AREAS. 2t. FIELD DENSITY TESTS SHALL BE TAKEN AT FREQUENCY AS REQUIRED IN THE SPECIFICATIONS OR AS REQUIRED BY THE GOVERNING REGULATORY AGENCY, WHICH EVER IS MORE STRINGENT. 22. ALL STRUCTURES ARE TO CONFORM WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS. CURB INLETS SHALL BE FOOT INDEX 210 OR 214 AS REQUIRED. CATCH BASINS SHALL HAVE TRAFFIC BEARING, RETICULINE GRATES (FOOT INDEX 232) AND STRUCTURE BOTTOMS AS REQUIRED (FOOT INDEX 200). CONCRETE ENDWALLS SHALL BE FOOT INDEX 250, MANHOLES SHALL BE FOOT INDEX 201 TOPS WITH STRUCTURE BOTTOMS SIZED AS REQUIRED (FOOT INDEX 200). MITERED END SECTIONS SHALL BE SIZED AS REQUIRED AND SHALL BE FOOT INDEX 272 OR 273 AS REQUIRED. 23. CONTRACTOR SHALL ENSURE POSITIVE FLOW TO ALL INLETS WITHIN DRAINAGE BASINS TO PRECLUDE PONDED WATER. 24, ALL DRAINAGE PIPE JOINTS SHALL BE WRAPPED PER FOOT INDEX 280. 25. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS AT NO TIME SHALL THERE BE ANY OFFSITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTER 17 -302 OF THE FLORIDA ADMINISTRATIVE CODE. 6 ( 7 1 8 GENERAL UTILITY NOTES 1. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. 2. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. 1 CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED SAID ENGINEER BY ENGINEER. 4. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM THE ENGINEER AND THE OWNER /DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. 5, PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT "STUB OUTS" FOR POWER, TELEPHONE, FIBER OPTICS, WATER AND SEWER (IF APPLICABLE) HAVE BEEN PROVIDED BY OTHERS AT THE AREA ADJACENT TO THE PROPOSED BUILDING. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTIONS AT THE BUILDING. 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SCHEDULE FOR INSTALLATION WITH THE UTILITY COMPANIES AND THE OWNER, ALL EXISTING CONDITIONS THAT ARE REMOVED OR DISRUPTED DURING THE PLACEMENT OF NEW UTILITIES SHALL BE REPLACED OR REPAIRED TO MATCH ORIGINAL CONDITIONS. ANY EXISTING UTILITIES DISRUPTED DURING PLACEMENT OF NEW UTILITIES SHALL BE REPAIRED AND OPERATING NORMALLY THE SAME DAY OF DISRUPTION. ITEMS THAT MAY NEED TO BE REPLACED OR REPAIRED INCLUDE BUT ARE NOT LIMITED TO: EXISTING ASPHALT PAVING, EXISTING CONCRETE PAVING, WATER LINES, IRRIGATION LINES, GRASS AREAS, LANDSCAPING, AND SITE LIGHTING, THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT WILL BE DISRUPTED DURING THE PLACEMENT OF NEW UTILITIES AND PROVIDE THE OWNER A DETAILED PHASING SCHEDULE OUTLINING THE TIMELINE FOR INSTALLATION OF NEW UTILITIES INCLUDING THE PROPOSED TIMES THAT EXISTING ITEMS WILL BE DISRUPTED. THE NEW UTILITIES TRENCH WIDTH AND DEPTH SHALL MEET ALL LOCAL AND STATE REQUIREMENTS FOR THE DISPLACEMENT OF ALL UTILITIES. IF DIRECTIONAL BORING IS USED FOR INSTALLATION, THE ABOVE LISTED ITEMS ARE STILL REQUIRED TO BE SUBMITTED TO THE OWNER. 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S. RESPONSIBILITY TO REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8. ALL SANITARY SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RINGS & COVERS. SANITARY MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE WITH WATER TIGHT LIDS. 9. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 10. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 11, UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 4000 P.S.I. 13. REFER TO ARCHITECTURAL PLUMBING DRAWINGS FOR TIE -IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCALAUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 16. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 17. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. t e. UTILITY O B DONE IN FRONT OF FACILITY TO BE COORDINATED WITH ILTYW WORK TO E OWNER. FRONT UTILITY WORK WILL BE DONE AT NIGHT IF NOT LOCATED BEHIND CONSTRUCTION FENCE. 19, THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE IN ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN_ 20: THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 21. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OFALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 22. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACKFILLED AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 21 SHOP DRAWINGS FOR ALL MATERIALS AND APPURTENANCE SHALL BE SUBMITTED TO AND APPROVED BY THE GOVERNING UTILITY DEPARTMENT. CONTRACTOR TO COPY THE ENGINEER OF RECORD WITH APPROVED DRAWINGS AS REQUIRED. NO WORK IS TO BEGIN UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED, APPROVED AND RETURNED TO THE CONTRACTOR. 24. AT LEAST THREE WEEKS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL. NOTIFY THE CITY/COUNTY AND THE UTILITY COMPANY AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S. NAME, STARTING DATE, PROJECTED SCHEDULE AND OTHER INFORMATION AS REQUIRED. THE CITY /COUNTY ENGINEERING INSPECTION OFFICE SHOULD ALSO BE CONTACTED FIVE DAYS PRIOR TO CONSTRUCTION TO ENSURE AVAILABILITY OF INSPECTION PERSONAL. ANY WORK PREFORMED PRIOR TO NOTIFYING THE CITY /COUNTY ENGINEERING INSPECTION OFFICE OR WITHOUT A DEPARTMENT INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE SOLE EXPENSE OF THE CONTRACTOR. 9 I 10 25. ONE OR MORE OF THE FOLLOWING CERTIFICATESISHOP DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING (DEPENDING ON THE TYPE OF CONNECTION) WILL BE REQUIRED: 25.1. DIP / PVC /HDPE CERTIFICATE OF MANUFACTURER 25.2. MANHOLE SHOP DRAWINGS AND STRENGTH REPORT 2L 25.3. FRAME COUPLING SHOP DRAWING 25.4. FLEXIBLE COUPLING SHOP DRAWINGS 25.5. CRUSHED STONE SUBMITTAL 25.6. VALVE SHOP DRAWING 25.7, LIFT STATION SHOP DRAWINGS 26. THE CONTRACTOR SHALL PERFORM AN INFILTRATIONIEXFILTRATION TEST ON ALL GRAVITY SEWERS AND A PRESSURE TEST ON ALL FORCE MAINS (AS APPLICABLE) IN ACCORDANCE WITH THE CITY /COUNTY UTILITY REGULATIONS. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE CITY /COUNTY FOR APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION TO ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING WATER MAINS, FORCE MAINS, SANITARY SEWER AND STORM MAINS AND MAINTAIN A MINIMUM CLEARANCE BETWEEN WATER MAINS AND OTHER UTILITIES AT ALL POINTS ALONG THEIR LENGTH AS REQUIRED IN THE PLANS, DETAILS, AND SPECIFICATIONS. 28. SANITARY SEWER, FORCE MAINS, SEWER LATERALS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS AND /OR WATER SERVICES WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS, SEWER LATERALS, AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE. 29. WHERE SANITARY SEWER FORCE MAINS SEWER LATERALS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, T CONSTRUCTED BOTH THE SEWER AND WATER MAINS SHALL BE CON D OF DUCTILE IRON E PIPE (DIP) AT THE CROSSING. DIP IS NOT REQUIRED FOR STORM SEWERS. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 61NCHES MUST BE MAINTAINED AT ALL TIMES. 30. ALL CROSSINGS SHOULD BE ARRANGED SO THAT THE SEWER MAIN PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. 31, A MINIMUM 6 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES. WHERE IT IS NOT POSSIBLE TO MAINTAIN A 6 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAL DISTANCE OF 6INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER FORCE MAIN (STAGGERED JOINT). 32, ALL DIP SHALL BE CLASS 50 OR HIGHER, DUCTILE IRON FITTINGS SHALL BE CLASS 350. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED. 33. BACTERIOLOGICAL SAMPLE POINTS SHALL BE OBTAINED IN THE LOCATIONS SHOWN AND AS REQUIRED BY MORE STRINGENT OF THE FDEP OR LOCAL REGULATIONS. 34. TREES SHALL BE PLACED SO AS TO AVOID BURIED UTILITIES. 35. ALL UTILITY MAIN LENGTHS SHOWN ARE APPROXIMATE. ALL MANHOLE TOP ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL SET MANHOLE TOP LEVEL WITH FINISH PAVEMENT GRADES. 36. ALL FIRE HYDRANTS SHALL BE INSTALLED WITH HOSE CONNECTIONS FACING THE BUILDING. 37, NO LANDSCAPE PLANTS, OTHER THAN SOD, SHALL BE PLACED WITHIN 7 i FEET OF THE FRONT, AN WITH 4 FOOT CLEARANCE TO THE REAR OF THE EACH SIDE AND H R D A FIRE HYDRANTS PER 2004 FFPC, 38, PRESSURE PIPE TESTING SPECIFICATIONS SHALL REFERENCE THE CITY/COUNTY AND /OR FIRE DEPARTMENT. 39, SANITARY SEWER PIPE SHALL BE AS FOLLOWS: UNLESS OTHERWISE NOTED. FOR PIPES 0' -0' DEEP - C900 PVC PER AWWA C900 OR DUCTILE IRON PIPE PER ANSI A21,52, CLASS 52 (MINIMUM). FOR PIPES 4'-10' DEEP - SDR26 PER ASTM D -3004 AND ASTM D -1784. FOR PIPES DEEPER THAN 10'- C900 PVC PER AWWA C900 OR DUCTILE IRON PIPE PER ANSI A21.52, CLASS 52 (MINIMUM). 40. POTABLE WATER LINES SHALL BE AS FOLLOWS: UNLESS OTHERWISE NOTED. 1 " -3 "- DR21 (CLASS 200), PER ASTM D2241 4 " -17' - C-900 DR -18 (CLASS 150), PER AWWA C900 41, CONTRACTOR SHALL MAINTAIN A MINIMUM OF T-0" COVER OVER ALL WATER LINES. 42. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY �2 COMPRESSION STRENGTH AT 4,000 PSI. L 43, CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS. REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED. 30 DAYS PRIOR TO STORE POSSESSION_ 44. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 45. REFER TO BUILDING PLANS FOR SITE ELECTRICAL PLAN. 46, CONNECTION INTO A EXISTING CITYICOUNTY OWNED SYSTEM SHALL BE VIA WET TAP. WET TAPS SHALL BE PREFORMED BY THE UTILITIES SERVICE COMPANY AT THE CONTRACTOR'S EXPENSE. EXCAVATION, BACKFILL, AND SURFACE RESTORATION SHALL BE THE CONTRACTORS RESPONSIBILITY. 47. THE UTILITIES SERVICE COMPANY SHALL NOT OWN OR MAINTAIN WATER AND SEWER LINES OR FACILITIES ONSITE. IF 12 GENERAL DEMOLITION NOTES 13 1. THE CONTRACTOR IS RESPONSIBLE FORTHE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BYALL GOVERNING AUTHORITIES)ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND /OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. 5. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE, VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND /OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILIT Y COMPANY ED TO THE PROPERTY LINE. ADEQUATE A AND REMOVED TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY 1S NECESSARY TO PROVIDE SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE OWNER. THE MAXIMUM EXTENT OF FENCING SHALL BE TO THE PROPERTY LINE. 6. TO CREATE A SECURE BARRIER AROUND THE PERIMETER OF THE SITE DURING THE CONSTRUCTION PHASE, CONTRACTOR IS TO INSTALL POST -IN- GROUND TEMPORARY CHAIN LINK FENCE IN COMPLIANCE WITH ASTM A- 392-06. FENCE TO BE 6-0' ABOVE ADJACENT GRADE. POSTS INSTALLED 7 -0' BELOW GRADE. CONSTRUCTION ENTRANCE TO BE EQUIPPED WITH A DOUBLE -SWING GATE WITH A TOTAL WIDTH OF 24-W (MIN.) TO PROVIDE VEHICLE AND EQUIPMENT ACCESS. FENCE TO REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION ACTIVITIES. CONTRACTOR TO PROVIDE MESH PRIVACY SCREEN WITH OPACITY OF 80% OR GREATER. 9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 10, PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. It CONTRACTOR SHALL LIMIT SAW- CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR, 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPARTMENT AND THE CITY /COUNTY UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE BUILDING AND SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING /PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY /COUNTY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. DAMAGE TO ALL EXISTING CONDITIONS DESIGNATED TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 14. REFER TO SHEETS CFG8.0 FOR TREES TO BE REMOVED, RELOCATED AND TO REMAIN. 15. PER SECTION 26 -6, SEBASTIAN CODE OF ORDINANCES, CONSTRUCTION ACTIVITIES WITHIN THE CITY LIMITS SHALL ONLY BE ALLOWED DURING THE HOURS OF 7:00 A.M. TO 7:00 P.M., MONDAY THROUGH FRIDAY, AND 8:00 A.M. TO 5:00 P.M. ON SATURDAY AND SUNDAY. 16. INDIAN RIVER COUNTY TRAFFIC ENGINEERING HAS UNDERGROUND CONDUIT FOR TRAFFIC SIGNAL INTERCONNECTIONS IN THIS AREA AS WELL AS OTHER TRAFFIC SIGNAL EQUIPMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT SUNSHINE STATE ONE CALL SYSTEM AT 1 -800- 432 -0770 FOR LOCATIONS OF THIS EQUIPMENT AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION. INDIAN RIVER COUNTY GENERAL NOTES 1. ALL DISTURBED AREAS WITHIN THE COUNTY RIGHT -OF -WAY SHALL BE STABILIZED WITHIN THREE DAYS OF FINAL GRADE WITH SOD, 2. SIDEWALKS WITHIN THE COUNTY RIGHT -OF -WAY SHALL BE A MINIMUM OF SIX INCHES (6 ") THICK AND REQUIRE COUNTY PRE -POUR INSPECTION AS WELL AS FINAL INSPECTION. O Imn Lu (�I N m r M M J W LL CD z Z Uj I Q L LJ U (p - ` � �- im ED M Z un u a cl 1n co Z (0 > LL J > m > W Z O z ca Q ca P r �Wpy N m Z `! �C LLI C W U 1n U a 000© � m o - a � E o C z00 �I 0'0Z w °0 4 � LL U ffi m Lu 'kin E :, m& zz °�mm� G7 uT I-- n Z U N N LL O U m a � m � N C U UJ 0 0 U -OO�°6 5 -O -o U O° esN« P1; °$60n OU �;9c atom «° mmum` �msV E f Z O v 0 6 U U U � CFG1.1 of 50 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ® �B SEM ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF AMYS CAIrL 811 THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, ® BEMIM YW DIG MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE 'Y.sE�YSfiw.Hige �n CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO • REQUEST EXACT FIELD LOCATIONS OF UTILITIES. O Imn Lu (�I N m r M M J W LL CD z Z Uj I Q L LJ U (p - ` � �- im ED M Z un u a cl 1n co Z (0 > LL J > m > W Z O z ca Q ca P r �Wpy N m Z `! �C LLI C W U 1n U a 000© � m o - a � E o C z00 �I 0'0Z w °0 4 � LL U ffi m Lu 'kin E :, m& zz °�mm� G7 uT I-- n Z U N N LL O U m a � m � N C U UJ 0 0 U -OO�°6 5 -O -o U O° esN« P1; °$60n OU �;9c atom «° mmum` �msV E f Z O v 0 6 U U U � CFG1.1 of 50 TOPOGRAPHIC SURVEY LOTS 17 THRU 21, BLOCK 185, SEBASTIAN HIG PLAT BOOK 6, PAGES 9-14 INDIAN RIVER COUNTY, FLORIDA fit 5(100' Z III 0 IASI 1 STORY WOOD FRAME RESIDENCE LOT 22 -4- IAI 70'3rf — 26 y.t., - ---- - - --- -- - 7 --- -- --------- ------ 3. Tw 'o l 07' T , -aa, A., ail V MT I, ­ Im. aw 38 5. 0ej,M,0 INNER,& + ".24 _T ONE Z III 0 IASI 1 STORY WOOD FRAME RESIDENCE LOT 22 -4- IAI 70'3rf — 26 y.t., - ---- - - --- -- - 7 --- -- --------- ------ 3. Tw 'o l 07' T , -aa, A., ail V MT I, ­ Im. aw 38 5. 0ej,M,0 INNER,& ".24 _T ONE NDS UNIT 8 I STORY I STORY WOOD FRAME WOOD FRAME RESIDENCE RESIDENCE PATIO 'OT 23 LO - 24 BL CK 185, SEB STIA�� HIGLANDS UP IT 8, SHOWN IN JPLT 840K 6, PAGES t-14 h 9b--m- y.t., `4 3. Tw 'o l 07' T ifff'Wm ail V MT I, ­ Im. aw 38 5. 0ej,M,0 INNER,& ".24 _T 9b--m- C. .387D-,Iz! w L rz I STORY C MERCIAL BUILDING N13. ¢12 FELLSMERE ROAD N111 H FLOOR EL. 23.88' `4 Tw 'o ifff'Wm T' iA C. .387D-,Iz! w L rz I STORY C MERCIAL BUILDING N13. ¢12 FELLSMERE ROAD N111 H FLOOR EL. 23.88' L �43TFYr R0_U'L_E_F"A'P',_P'--S-TATE- - -ROAD- -&12 - - - - - - - - - - - - - - - - - - - - - .r i IF - _�'; r .14 DESCRIP770N.- LOTS 17, 18 19 20 AND 21 BLOCK 185 SEBASTON HIGHLANDS UNIT 8 10 TY MAP: .0 GRAPHIC SCALE LOT 11 I iuh = 2G fL SURleEY0R'S N07ES: I. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND UTILITIES NTt "g. AO dACENT TO THIS SIT, THE APPROXIMATE LOCAL EON OF ALL UTILTIES ." HEREON WERE TAKEN FROM AS-BUILT DRAININGS ANDIOR ON -SITE LOCATION AND SHOULD BE VERIFIED B=Ei CONSTRUCTION. 2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF EILII 3. LL GS OF FENCES ON OR ADJACENT TO THIS SITE. LANDS SHCAyN HEREON WERE SURVEYED IN ACCORDANC WITH FIRST AMERICAN TITLE INSURANCE COMPANY, FAST FILE NUMBER: NCS-610040-HDIJI, EFFECTIVE DATE, MAY B, 20I3. SCHEDULE B -- SECTION 11 EXCEPTION `NAT BOOK N'pZ' 9-" - 'FE c IS PROPERTY, 1, IIATTED EAS El ENTE WERE VACATED I..n.11 EXCEPTION AVoOL., ORB 757, PC 855 - AFFECTS PROPERTY, UNPLOTTABLF THIS DOCUMENT VACATES, SHED AND DISCONTINUED THE EASEMENTS PREVIOUSLY SHOWN PER PLAT. EXCEPTION #11: ORB 875, PG 1327 - AFFECTS PROPERTY, UNPLOTTABLE MINIMUM SETBACKS PER DOCUMEINT, FRONT YARD: ABUTTING CR-512 74 FEET ALL OTHER FRONT YARDS,' 10 FEET SIDE YARD: NONE IF THE BUILDING IS BUILT TO THE SIDE PROPERTY UNES(S); OTHERWISE A MINIMUM OF 10 FEET REAR YARD: 10 FEET EXCEPTION #IZ- ORB IDOO, PG 984, 989; ORB ID74, PG 138, 140; ORB 1333, POE, 250, 263, 267 - AFFECTS PROPERTY, UNPLOTTAGLE 4. BEARINGS SHOM HEREON REFER TO AN ASSUMED MERIDIAN OF 5.51'49'23'E ALONG THE SOUTHERLY LINE OFF LOT 17. 5. ALL ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. INDIAN RIVER COUNTY BENCHMARK: BM005019 (ELEVATION 21.15' NAVD 88) CONVERSION TO NGVT) , 29 +1.44'). B. LEGAL DESCRIPTION FURNISHED By CLIENT. 7+ ALL 6. CCNQR CURB AS SHCYN ON SURVEY, IS 6" +/- IN HEIGHT. B. THIS SITE LIES IN FLOOD ZONE *X' AS SCALED AND INTERPOLATED FROM FEMA COMMUNITY MAP PANEL NO. 120123-Dlll-H, DATED: DECEMBER 4, 2012. TI 9- ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS By OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT MITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. Ia. PARCEL I SITE AREA: 31865.9 SQUARE FEET OR 0.73 ACRES MORE OR LESS. PARCEL 2 SITE AREA: 32DDG SQUARE FEET OR 0.73 ACRES MORE C4 LESS. AS SHOWN IN PLAT BOOK 6, PAGES 9-14, OF THE PUBLIC RECORDS OF M STEEL COLLUMN RECORDS OF INDIAN RIVER COUNTY. FLORIDA - GUY WIRE SHEET I OF I LOTS 12, 13, 14, 15 AND 15, BLOCK 185, SEBASTION HIGHLANDS UNIT 8, FZ, POWER POLE BLOOYSTER SCALE, I- - 2(y AS SHOWN IN PLAT BOOK B. PAGES 9-14, OF THE PUBLIC: RECORDS OF MONITORING Vu DATE- 01-21-51S RECORDS OF IINDI- RIVER COUNTY, FLORIDA PROFESSIONAL LAND F.B. A-38, PAGE 44 MANHOLE SURVEYORS, INC. JOS NCL 2723 SUR VE YOR'S CER 77f7CA 770N.- (D MILLER CAP LB, #6012. REVISIONS 5 -23 -00 0 VAE SURVEY APO SURVEY MAP AND REPORT OR THE COPES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE CD FULER CAP 641 NORTHEAST SPENCER STREET AU [T CCSI DP OR E DPR AND ORIGINAL RAISED SEAL OF A R_CRiOA LICENSED SURVEYOR AND MAPPER. UGHT POST JENSEN BEACH, FLORIDA 34957 DPK C.S.S. CONCRETE BLOCK STRUCTURE PHONE 772-334-0868 WATER VALVE FIRE HYDRANT ROBERT BLOOMSTER JR. ELEV ELEVATION PREPARED FOR: CUMBERLAND FARMS - STORE #9690 PROFESSIONAL SURVEYOR AND MAPPER LEI UCENSED BUSINESS 512 FELLSMERE ROAD NO. 4I34 STATE OF FLORIDA NOVO NATIONAL GEODETIC VERTICAL DATUM OF 1929 PE PUT BOOK SEBASTIAN, INDIAN RIVER COUNTY FLORIDA NAVU NORTH AMERICAN VERTICAL DATUM OF 1958 PC PAGE `4 T' 7z ..ILA EifY "BLOCK 1B5 HIGHLANDS PLA; BOOK 6 PAGES 4 4� C� L �43TFYr R0_U'L_E_F"A'P',_P'--S-TATE- - -ROAD- -&12 - - - - - - - - - - - - - - - - - - - - - .r i IF - _�'; r .14 DESCRIP770N.- LOTS 17, 18 19 20 AND 21 BLOCK 185 SEBASTON HIGHLANDS UNIT 8 10 TY MAP: .0 GRAPHIC SCALE LOT 11 I iuh = 2G fL SURleEY0R'S N07ES: I. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND UTILITIES NTt "g. AO dACENT TO THIS SIT, THE APPROXIMATE LOCAL EON OF ALL UTILTIES ." HEREON WERE TAKEN FROM AS-BUILT DRAININGS ANDIOR ON -SITE LOCATION AND SHOULD BE VERIFIED B=Ei CONSTRUCTION. 2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF EILII 3. LL GS OF FENCES ON OR ADJACENT TO THIS SITE. LANDS SHCAyN HEREON WERE SURVEYED IN ACCORDANC WITH FIRST AMERICAN TITLE INSURANCE COMPANY, FAST FILE NUMBER: NCS-610040-HDIJI, EFFECTIVE DATE, MAY B, 20I3. SCHEDULE B -- SECTION 11 EXCEPTION `NAT BOOK N'pZ' 9-" - 'FE c IS PROPERTY, 1, IIATTED EAS El ENTE WERE VACATED I..n.11 EXCEPTION AVoOL., ORB 757, PC 855 - AFFECTS PROPERTY, UNPLOTTABLF THIS DOCUMENT VACATES, SHED AND DISCONTINUED THE EASEMENTS PREVIOUSLY SHOWN PER PLAT. EXCEPTION #11: ORB 875, PG 1327 - AFFECTS PROPERTY, UNPLOTTABLE MINIMUM SETBACKS PER DOCUMEINT, FRONT YARD: ABUTTING CR-512 74 FEET ALL OTHER FRONT YARDS,' 10 FEET SIDE YARD: NONE IF THE BUILDING IS BUILT TO THE SIDE PROPERTY UNES(S); OTHERWISE A MINIMUM OF 10 FEET REAR YARD: 10 FEET EXCEPTION #IZ- ORB IDOO, PG 984, 989; ORB ID74, PG 138, 140; ORB 1333, POE, 250, 263, 267 - AFFECTS PROPERTY, UNPLOTTAGLE 4. BEARINGS SHOM HEREON REFER TO AN ASSUMED MERIDIAN OF 5.51'49'23'E ALONG THE SOUTHERLY LINE OFF LOT 17. 5. ALL ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. INDIAN RIVER COUNTY BENCHMARK: BM005019 (ELEVATION 21.15' NAVD 88) CONVERSION TO NGVT) , 29 +1.44'). B. LEGAL DESCRIPTION FURNISHED By CLIENT. 7+ ALL 6. CCNQR CURB AS SHCYN ON SURVEY, IS 6" +/- IN HEIGHT. B. THIS SITE LIES IN FLOOD ZONE *X' AS SCALED AND INTERPOLATED FROM FEMA COMMUNITY MAP PANEL NO. 120123-Dlll-H, DATED: DECEMBER 4, 2012. TI 9- ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS By OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT MITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. Ia. PARCEL I SITE AREA: 31865.9 SQUARE FEET OR 0.73 ACRES MORE OR LESS. PARCEL 2 SITE AREA: 32DDG SQUARE FEET OR 0.73 ACRES MORE C4 LESS. AS SHOWN IN PLAT BOOK 6, PAGES 9-14, OF THE PUBLIC RECORDS OF M STEEL COLLUMN RECORDS OF INDIAN RIVER COUNTY. FLORIDA - GUY WIRE SHEET I OF I LOTS 12, 13, 14, 15 AND 15, BLOCK 185, SEBASTION HIGHLANDS UNIT 8, FZ, POWER POLE BLOOYSTER SCALE, I- - 2(y AS SHOWN IN PLAT BOOK B. PAGES 9-14, OF THE PUBLIC: RECORDS OF MONITORING Vu DATE- 01-21-51S RECORDS OF IINDI- RIVER COUNTY, FLORIDA PROFESSIONAL LAND F.B. A-38, PAGE 44 MANHOLE SURVEYORS, INC. JOS NCL 2723 SUR VE YOR'S CER 77f7CA 770N.- (D MILLER CAP LB, #6012. REVISIONS 5 -23 -00 0 VAE SURVEY APO SURVEY MAP AND REPORT OR THE COPES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE CD FULER CAP 641 NORTHEAST SPENCER STREET AU [T CCSI DP OR E DPR AND ORIGINAL RAISED SEAL OF A R_CRiOA LICENSED SURVEYOR AND MAPPER. UGHT POST JENSEN BEACH, FLORIDA 34957 DPK C.S.S. CONCRETE BLOCK STRUCTURE PHONE 772-334-0868 WATER VALVE FIRE HYDRANT ROBERT BLOOMSTER JR. ELEV ELEVATION PREPARED FOR: CUMBERLAND FARMS - STORE #9690 PROFESSIONAL SURVEYOR AND MAPPER LEI UCENSED BUSINESS 512 FELLSMERE ROAD NO. 4I34 STATE OF FLORIDA NOVO NATIONAL GEODETIC VERTICAL DATUM OF 1929 PE PUT BOOK SEBASTIAN, INDIAN RIVER COUNTY FLORIDA NAVU NORTH AMERICAN VERTICAL DATUM OF 1958 PC PAGE A B C D E F is G 5 H S L � 09 I"- �Sa€ a 8 1 2 3 4 5 6 7 8 9 10 11 12 13 EXISTING LEGEND PROPOSED LEGEND KEYED NOTES O DEMOLITION NOTES PROPERTY LINE o 88 H A. BUILDING, SLAB, AND APPURTENANCES TO BE REMOVED. (5,540 SF3) i. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND CONCRETE CURB TO BE REMOVED B. FUELING CANOPY, DISPENSERS AND APPURTENANCES TO BE REMOVED. DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL - w STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE O ' !1 C. UNDERGROUND FUEL TANKS AND APPURTENANCES TO BE REMOVED, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE BUILDING TO BE REMOVED D. CURB TO BE REMOVED. (4W LF 3) REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL ;Lx- w� E. CONCRETE BLOCK WALL TO BE REMOVED. BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE m n \ COMPACTED FILL MATERIAL PER THE CONTRACT DOCUMENTS. < e CONCRETE SIDEWALK/PAVEMENT TO BE REMOVED F. OVERHEAD ELECTRIC TO BE REMOVED. CONTRACTOR TO COORDINATE WITH ELECTRIC COMPANY. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE G. ELECTRIC PANEL 8 METER TO BE REMOVED. CONTRACTOR TO AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS d B R Fj RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND .. ® UTILITY TO BE REMOVED COORDINATE WITHIN CITY COMPANY. TRANSMISSION LINES TO BE DISPOSAL. REMOVED TO EXISTING METER PRIOR TO REMOVAL. GRAPHTC SC ALE H. WATER VALVES AND BACKFLOW PREVENTERS TO BE REMOVED. 3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES �! GROUND TO BE CLEARED AND GRUBBED PRIOR TO THE REMOVAL AND /OR RELOCATION OF UTILITIES. THE CONTRACTOR m 1. LIFT STATION AND APPURTENANCES TO BE REMOVED. SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF 0= o lo .o.o. LIMITS OF PROTECTIVE TREE BARRICADES 6m m 6=md J. FORCEMAIN TO BE REMOVED (66 LF). REFER TO UTILITY PLAN, SHEET WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY CFG7.0 FOR DETAILS. FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE EXISTING TREE TO BE REMOVED OR RELOCATED (cih : EET } Q K. IRRIGATION WELL TO BE ABANDONED AND PLUGGED. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. O 20 it N - L. PAYPHONE TO BE REMOVED. 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN m m LLI M. SIGN AND BASE TO BE REMOVED. DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE f rNi M ASPHALT PAVEMENT TO BE REMOVED N. AIR MACHINE TO BE REMOVED. CONVENIENCE OF THE CONTRACTOR THE ENGINEER ASSUMES NO W RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION J 4 O. LIGHT POLE AND BASE TO BE REMOVED. u- (0 J P- CONCRETE PAD TO BE REMOVED. MAILBOX TO BE RELOCATED. REFER ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE Z Z ASPHALT PAVEMENT TO BE MILLED LOCATIONS OF EXISTING UTILITIES. / Q TO SHEET CFG4.0. Q a' Q. CONCRETE PAD TO REMOVED. MAILBOX TO BE RELOCATED. REFER TO 5. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED F _ ° ° ° ° ®® LIMITS OF SAWCUT AND PAVEMENT REMOVAL AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE V Q (_1) ®_ ! - I SHEET CFG4.0. 1= SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY R. 48 LF OF 12" CMP TO BE REMOVED. ANTICIPATED FEATURES, GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING m (h LLI a L S. CONCRETE RETAINING WALL/CURB TO BE REMOVED. DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE (n In d r T. STORMWATER PIPING, CATCH BASINS AND APPURTENANCES TO BE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND 1 (; REMOVED. LEFT IN PLACE SHALL BE GROUTED If UNDER BUILDING. 0 Q) !, U. CONTROL STRUCTURE TO BE REMOVED. 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND /OR GAS LINES J > c LL ` - V. WOOD FENCE TO BE REMOVED. (50't) NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE m >0 C E - AFFECTED UTILITY COMPANY AND REMOVED TO THE PROPERTY LINE. ADEQUATE Z F w W. STORMWATER PIPING, CATCH BASIN AND END SECTION TO REMAIN. 7 TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE (_ Q 5r 01- .. _+ - -' --- - .i . /.:� it X. UNDERGROUND ATT LINE AND RISER TO BE REMOVED. UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY (u F _ ✓ F __ Q Y. T WIDE ASPHALT TO BE MILLED 1.5 INCHES, SEE SEQUENCE OF SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES L- Q Z W `. CONSTRUCTION THIS SHEET. WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. m L i I Z. SAWCUT ASPHALT AND REMOVE OUTER ASPHALT SECTION, BASE TO w f t 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, C F ) REMAIN. SEE SEQUENCE OF CONSTRUCTION THIS SHEET BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT C U co vJ AA. SANITARY FORCEMAIN AND VALVE TO BE PROTECTED IN PLACE. PRACTICES) AS APPROVED BY THE OWNER. THE MAXIMUM EXTENT OF FENCING L j W AS. UNDERGROUND TRAFFIC LINE TO BE PROTECTED IN PLACE. SHALL BE TO THE PROPERTY LINE. U m Q)- - -- -- - "- " - "'- -� -- -�_ ..`:.___ - .� - - -- - - - --` °- e. TO CREATE A SECURE BARRIER AROUND THE PERIMETER OF THE SITE DURING THE CONSTRUCTION PHASE CONTRACTOR IS TO INSTALL A POST-IN-GROUND 1 - - _ _ - TTEMPORARY CHAIN LINK FENCE IN COMPLIANCE WITH ASTM A- 392 -06. FENCE TO BE - -'- - - - -- -d -4 - i- - - - - - - -- - "- --- - - - -- - 6-0 ABOVE ADJACENT GRADE POSTS INSTALLED 2 -0 BELOW GRADE CONSTRUCTION ENTRANCE TO BE EQUIPPED WITH A DOUBLE-SWING GATE WITH A N 3810'37° E 200.00 / D P 5 3810'37" W 200 D0 TOTAL WIDTH OF 24' -0' ( MIN.) TO PROVIDE VEHICLE AND EQUIPMENT ACCESS. R TO PROVIDE MESH PRIVACY SCREEN WITH OPACITY OF III' OR ? GREATER gym° - p _ ...._ .. _ - - < - < . -- 9. CONTINUOUS ACCESS HALL BE MAINTAINED DURATION THE SURROUNDING PROPERTIES OO AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. p �. 10- PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE p S 0, INSTALLED. Q w U Z 11.10 NTRACTOR S HALL LIMIT SAW -CUT B PAVEMENT REMOVAL TO ONLY THOSE ¢ a- - - - - - - AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF U j= p, � - - - - - - ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE T} `. ' / s; s s x x ;✓ x � x , x s ✓ x + 4 - ' ;ls �- - - - - - CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. /4 s f �f i�x x X`'a / s ✓ - - - - 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE x r / ✓ x / x / i./ — — — — —1 - - _ - - - - - DEPARTMENT AND THE CITY/COUNTY UTILITY DEPARTMENT TO PLAN PROPOSED C 1 T .- :se���/ r w / / s x /z'js IMPROVEMENTS AND TO ENSURE ADEQUATE FIREPROTECTION ISCONSTANTLY FL AVAILABLE TO THE BUILDING AND SITE THROUGHOUT THIS SPECIFIC WORK AND 7 s -T} - ��I THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE 0 f s - FOR ARRANGINGlPROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY/COUNTY DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN � C-, - _ - - ":r.J j z x/x x/ x s s ></ - - SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA CJ _ r� _ yx x x x/ y� ,.fix/ / - _ I N COMPENSATION WILL BE PROVIDED all fe ye j x / x AT CONTRACTORS EXPENSE. CONDITIONS DESIGNATED TO REMAIN WILL BE REPLACED u - : - - - -- .. -- .- - - -- - -.- x -� 4. REFER TO 1 ER T SHEETS CFGB 0 FOR TREES TO BE REMOVED, RELOCATED AND TO REMAIN. = - r - r ! 15. PER SECTION 26-6, SEBASTIAN CODE OF ORDINANCES, CONSTRUCTION ACTIVITIES WITHIN THE CITY LIMITS SHALL ONLY BE ALLOWED DURING THE HOURS OF 7:00 T07:00 P.M., MONDAY THROUGH FRIDAY, AND B_00 A.M. TO 5.00 P.M. ON SATURDAY AND SUNDAY. umn� 4 P .W 15. INDIAN RIVER COUNTY TRAFFIC ENGINEERING HAS UNDERGROUND CONDUIT FOR z °mom a t r, TRAFFIC SIGNAL INTERCONNECTIONS IN THIS AREA AS WELL AS OTHER TRAFFIC SIGNAL EQUIPMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO - T I CONTACT SUNSHINE STATE ONE CALL SYSTEM AT t- 800 -432 -4770 FOR LOCATIONS OF THIS EQUIPMENT AT LEAST R HOURS PRIOR TO ANY CONSTRUCTION o it 2 INDIAN RIVER COUNTY TURN LANE PREPARATION m SEQUENCE OF CONSTRUCTION: ' _ C Y " 1. MI LL OFF TH E TOP 1. 5 INCHES OFT E OUTS I DE 3 F EE T OF SH O UL DER _ O _ r "' _ "`_•�� --= - - - - 2. SAWCUT AND REMOVE THE OUTSIDE FEET OF ASPHALT TO ALLOW FORA V t= UNIFORM COMPACTION ROLLED WITH THE EXISTING BASE. CO (-T - ,.<.. , ,,. x ,, -: -_ ._. ._ ._.._ S ..8'10.37 E 17S.O0._ -.. ___..... .. ... _- _ ..� .. _. - - - - 3. INSTALL t.51NCHES LIFT OF SP 12.5 (LEVEL C OR BETTER). _ m -_ _ _ 4 OUTSIDE ONE FOOT REMAINING ASPHALT SHOULDER WITH THE TOP - a 3 em °mU a C o q OVERLAY THE w �� c o c t o _ 538'1037 °W 20000` ` k� da / \ . U 1,5 INCH LIFT. O � R= 25.00 L= 39.27' 0= 900000 AA 22 ALERT TO CONTRACTOR: AB DRAIN, - . -. SANITARY SEWER, WATER TMAIN OOR ANY OF THE DRY UTILITIES, THE DR a -1 dZi e v Ece u " ._ +- - • - -.. .- - . . ":- .. " .- ..n:,. ... .*.... ,_., CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF ......___..._ CONNECTION AND ALL UTILITY CROSSINGS AND INFORM ENGINEER AND THE OWNER OFANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN - 1p NO TIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO w j _ T CONSTRUCTION. ENGINEER AND OWNER SHALL BE HELD HARMLESS IN z z EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. w 3 0 V o C, -RA C- L_/�_.]Lj __]�OU-L�.T,I_..JI } ._._...._... ..�.___ S.T.J�..TE!-____- RO.A %� 512 - -._- - . -__._. .- _.._ -. _. _ __..__.__ - ........ ..___.... ... THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE z v t.t v 1 [11 r l.t v v LJl.! r [1 tJ t rat ti v " - -.. -_. -- - S OF w o -- - - -- -'" ESIGINTDRAWINGS ERECORD WN -_ � �$ ON THESE PLANS IS BASED ON DS z -- AL YS OIL BIZ THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, � O p $� YOU DID MEASUREMENTS TAKEN IN THE FIELD: CORESTATES. INC. DOES e w a o NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY (� (� COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO qoG 3 • �} X/ REQUEST EXACT FIELD LOCATIONS OF UTILITIES. 4 O O 1 1 2 1 3 EXISTING LEGEND PROPOSED LEGEND REQUIRED: (7 PER 150 SF OF RETAIL AREA 2,260 SF RETAIL AREA = 15 SPACES ESTANDARD SITE DATA TABLE PROPERTY LINE �. SITE DATA TABLE BUILDING V' J - -_ - W M TYPE "F" CURB ILBUILDING MAXIMUM BY CODE TYPE "D "CURB d STANDARD CONCRETE PAVEMENT - 1 p D CONCRETE SIDEWALK - -• - -,- '• TOTAL PARCEL AREA: TRAFFIC ARROW PARCEL ID #: 31381300002185000017.0 AND 50k160' OF PARKING COUNT SYMBOL CBUILDING XIMUM BY CODE �33 ET g SITE LIGHTING POLE 16,998 SF70.39 AD (70.83%) CURRENT ZONING: D COMMERCIAL-512 DISTRICT (C -512) nD rc EXISTING OPEN SPACE STORM CATCH BASIN EXISTING USE: MULTI - TENANT RETAIL STORE WITH GAS SALES MONITORING WELL DASPHALT PAVEMENT RETAIL STORE WITH GAS SALES ® MILL AND OVERLAY C D E I F � G S 3 i H S _ § oR I t" as of zp�o r.� v1 as 'd Ms q I 5 ( 6 I 7 ' 8 SITE NOTES: 1. REFER TO SHEET CFGI.i FOR GENERAL NOTES. 2. REFER TO SHEET CFG3.0 FOR SITE DEMOLITION PLAN. 1 REFER TO SHEET CFG5.0 FOR SITE GRADING AND DRAINAGE PLAN. 4. REFER TO SHEET CFG7.0 FOR SITE UTILITY PLAN. 5. REFER TO SHEET CFG8.0 FOR SITE LANDSCAPE PLAN. 6. REFER TO SHEET CFG10.0 FOR SITE LIGHTING PLAN. 7. ALL DIMENSIONS ARE TO GROUND LEVEL IMPROVEMENTS (FACE OF CURB, CONCRETE SLAB, ETC.) UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND CANOPY DETAILS. Ai B. ALL NEW BUILDING AND SITE SIGNAGE WILL COMPLY WITH ZONING REGULATIONS. SITE PLAN APPROVAL DOES NOT CONSTITUTE BUILDING AND SITE SIGNAGE APPROVAL AND THAT ADDITIONAL PERMITS, REVIEWS AND APPROVALS ARE REQUIRED FOR ALL SIGNS. 9. ALL DIMENSIONS FROM PROPERTY LINES ARE PERPENDICULAR UNLESS OTHERWISE NOTED. GRAPHIC SCALE 10. CONTRACTOR TO SOD ALL DISTURBED AREA UNLESS NOTED QOTHERWISE. 1 11. ANYADJACENT EXISTING LANDSCAPE MATERIAL DISTURBED DURING CONSTRUCTION SHALL BE REPLACED. 12. ALL LANDSCAPE AREAS ARE TO BE IRRIGATED WITH AN UNDERGROUND 1 -h = 20 (t. SYSTEM PROVIDING 100% COVERAGE. _...... 1 N 381037 E 200.00' -- - �f/,A(�� - -- - -22' _ 124' IY I -Icy R= 25.00 6j/ 4 ` � ' ,,- Q _ L= 39.27' esa� - D= 90'00'00° I [2.: , Z 9 10 11 12 13 TOTAL REQUIRED: (7 PER 150 SF OF RETAIL AREA 2,260 SF RETAIL AREA = 15 SPACES ESTANDARD SITE DATA TABLE 15 PROVIDED: SITE DATA TABLE (PARCEL 2) 1 16 W M �Z l ILBUILDING MAXIMUM BY CODE LAND USE d STANDARD PARCEL ID #: 31381300002185000072.0 LESS 50k160' REQUIRED: CUMBERLAND FARMS (i PER 150 SF OF RETAIL AREA) = 15 SPACES. COMMERCIAL BUILDING (7 PER 200 SF) 6,210 SF = 31 SPACES 44 2 TOTAL PARCEL AREA: 24,000 SF/ 0.55 AC PARCEL ID #: 31381300002185000017.0 AND 50k160' OF 47 CBUILDING XIMUM BY CODE �33 ET PARCEL 3 0002165000012.0 EXISTING IMPERVIOUS AREA 16,998 SF70.39 AD (70.83%) CURRENT ZONING: D COMMERCIAL-512 DISTRICT (C -512) nD rc EXISTING OPEN SPACE 7,002 SF / 0.16 AC (29,17 %) EXISTING USE: MULTI - TENANT RETAIL STORE WITH GAS SALES T AE�3LLlCC 13 PROPOSED USE: RETAIL STORE WITH GAS SALES EXISTING BUILDING (i STORY): 6,204 SF FUTURE LAND USE: COMMERCIAL 512 BUILDING COVERAGE: TOTAL PARCEL AREA: 39,865 SF10.92 AC m A MAXIMUM BY CODE 35% or 8,400 SF 10 FEET A EXISTING 25.85 %or6,204 SF EXISTING IMPERVIOUS AREA 27,924 SF/ 0.64 AC (70.05 %) PROVIDED SETBACKS: EXISTING OPEN SPACE 11,941 SF / 0.28 AC (29.95 %) SG PROVIDED SETBACKS: 4.F T (n U ' N FRONT (CR 512) 7 &2 FEET PROPOSED IMPERVIOUS AREA 31,782 SFI 0.73 AD (79.35 %) SIDE (NORTHEAST) 17.1 FEET PROPOSED OPEN SPACE 8,082 SF/ 0.19 AC (20.65 %) SIDE (SOUTHWEST) 0.80 FEET REAR 34.0 FEET REQUIRED OPEN SPACE 7,973 SF (20 %) M BUILDING DATA (y N m r M co EXISTING: J W EXISTING BUILDING (1 STORY): 5,540 SF x > u Z PROPOSED. PROPOSED BUILDING (1 STORY) 4,920 SF ¢ d' f- PARKING TABLE (CUMBERLAND FARMS) PROPOSED RETAIL AREA 2,260 SF ADA (12k20') TOTAL REQUIRED: (7 PER 150 SF OF RETAIL AREA 2,260 SF RETAIL AREA = 15 SPACES ESTANDARD 1 15 PROVIDED: 15 1 1 16 W M �Z l ILBUILDING MAXIMUM BY CODE PARKING TABLE (OVERALL) d STANDARD ADA(12k20') TOTAL REQUIRED: CUMBERLAND FARMS (i PER 150 SF OF RETAIL AREA) = 15 SPACES. COMMERCIAL BUILDING (7 PER 200 SF) 6,210 SF = 31 SPACES 44 2 46 PROVIDED: 44 3 47 REAR 76.80 FEET --- - - -r -` KEYED NOTES: O A. PROPOSED 4,920 SF CONVENIENT STORE. REFER TO ARCHITECTURAL PLANS FOR S 38'1O'37" W N6J Wj __.2OO.DO° - -- - -- - - -- DETAILS AND ELEVATIONS. x.�. B. PRO POSED 40'x 83'FUEL CANOPY. REFER TO ARCHITECTURAL PLANS FOR DETAILS 000 I, +� AND ELEVATIONS. z2 r i ° - - -- - - -. -- : - - - -- C. PROPOSED 10'x 20' REGULAR PARKING SPACE. D. PROPOSED I2'x20'ADA PARKING SPACE. REFER TO SHEET CFG9.2 FOR DETAIL ° g0. E PROPOSED T WIDE ADA COMPLIANT LOADING AREA. REFER TO SHEET CFG9.2 FOR w `� DETAIL. ? ° F. PROPOSED ADA PARKING SIGN. REFER TO SHEET CFG9.2 FOR DETAIL. U .... .- G. PROPOSED ADA COMPLIANT CURB RAMP. REFER TO SHEET CFG9.I FOR DETAIL. II H. PROPOSED TWIDE DETECTABLE WARNING. REFER TO SHEET CFG91 FOR DETAIL. 'I I. PROPOSED CONCRETE SIDEWALK WITH TURNED DOWN EDGE. REFER TO SHEET CFG9A FOR DETAIL. III.. Y. J. PROPOSED CONCRETE SIDEWALK REFER TO SHEET CFG9.1 FOR DETAIL K. PROPOSED STORE FRONT BOLLARDS, 6' ON CENTER BEGIN SPACING O.C. AT ADA Q frl) RAMP LANDING. REFER TO SHEET CFG9 t FOR DETAIL. �0, 23. :3. ) L. PROPOSED TYPE "D" CURB. REFER TO SHEET CFG9.I FOR DETAIL. B9 M. PROPOSED TYPE "F" CURB. REFER TO SHEET CFG9.1 FOR DETAIL i 0 N. PROPOSED STRIPED CROSSWALK WITH 12" WIDE WHITE TRANSVERSE STRIPES N Y � (THERMOPLASTIC), SPACED 3' ON CENTER PERPENDICULAR TO THE PATH OF TRAVEL. REFER TO SHEET CFG9.2 FOR DETAIL. O. PROPOSED 24" WIDE STOP BAR (THERMOPLASTIC) WITH "STOP" PAINTED ON ( N PAVEMENT. REFER TO SHEET CFG9.2 FOR DETAIL. m o f I P. PROPOSED 6'1IDE CROSS WALK WITH t2" WIDE SOLID WHITE THERMOPLASTIC. _ ,m^.m Q. 4- O. PROPOSED STOP SIGN (Ri -1) AND "RIGHT TURN ONLY°SIGN (R &SRI. REFER TO SH EET _'vOado CFG9.I FOR DETAIL. 4mmg R. PROPOSED TRASH AND RECYCLE DUMPSTER, REFER TO SHEET CFG9.1 FOR DETAIL, 0 8frE m S. PROPOSED UNDERGROUND FUEL TANKS. C.3 ��nu= I T. PROPOSED GAS FUEL DISPENSERAND ISLAND. N O -' (� U i U. PROPOSED (l)-3 IN i DIESEUGAS DISPENSER AND ISLAND. 'D N (] V. PROPOSED MONUMENT SIGN (10' HIGH MAX.) ON MAIN FRONTAGE (C -R. 512). REFER 0 If !" TG SIGN PLAN FOR SPECIFICS- �- __..- N 1 W. PROPOSED MONUMENT SIGN (10' HIGH MAX.) ON SECONDARY FRONTAGE (BARBER U O m O3 STREET). REFER TO SIGN PLAN FOR SPECIFICS. a II ( X. PROPOSED AIR TOWER. REFER TO SHEET CFG9.2 FOR DETAIL. m Y { Y- PROPOSED VENTS STACK ASSEMBLY FOR UNDERGROUND FUEL TANKS. REFER TO 1 N 3 _ TANKPLANS FOR DETAILS f0 (0 Z. PROPOSED CMU RETAINING WALL (2 HIGH, 60' LONG) 0 AA PROPOSED RELOCATED 10'x 10 CONCRETE DUMPSTER PAD WITH 6' HIGH CMU P c a u s - :::. - - - -- Q STUCCO WALLS, COLOR TO MATCH EXISTING BUILDING. ° 037W 200.00 some _E -� 1 AB. PROPOSED DELIVERY TRUCK GENERAL PARKING LOCATION, u « nm w a m u N AC. RELOCATED MAILBOX BANK AND MAIL DROP OFF. ` .9 4 PAVED >nw­_ . _.._. �`" ," 12 TURN ...__ LANE - -- SEBASTIAN BOULEVARD--- ___-- S- TA-TE - - - -- ROAD - 512 - ' AE. PROPOSED TRANSFORMER AND PAD Q�a E AF, PROPOSED °NO PARKING "SIGN (R7 -1 J. REFER TO SHEET CFG9.I FOR DETAIL tl?; �w�S�,��' my AG. PROPOSED CUMBERLAND FARMS " WELCOME" DIR ECTIONAL SIGN.(MONUMENT& j m6aac- DIRECTIONAL SIGN PLANS BV OTHERS). _ - ° o c AH. PROPOSED CUMBERLAND FARMS "SEEYOU SOON" DIRECTIONAL SIGN. (MONUMENT p °.a onhi� me is - -- - - -- -- - - - - - - -- DIRECTIONAL SIGN PLANS BY OTHERS). - AI. PROPOSED 6" SOLID WHITE THERMOPLASTIC STRIPE. w u: f PJ- PROPOSED 6" WHITE SKIP (T-10-) THERMOPLASTIC STRIPE. z a AK. PROPOSED S'WIDE. 6"THICK CONCRETE SIDEWALK � o U � THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE v z° LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN O ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF i p o_ YS CALL 811 THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, Y1 ® O o YOU DIG MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC: DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE k4&G esE�a's� CONTRACTOR COMPANIES AT MUST EAST 702 HOURS THE ANY EXCAVATION TO CFG4 "0 REQUEST EXACT FIELD LOCATIONS OF UTILITIES. G or CO PROPOSED RETAIL AREA 2,260 SF L) Q U5 /L COVERAGE: W M �Z l ILBUILDING MAXIMUM BY CODE 35% or 73,952 SF d JJJ PROPOSED 12.3% or 4,920 SF C HEIGHT: ca > Z W CBUILDING XIMUM BY CODE �33 ET OPOSED ET±, CANOPY 21 FEETx 70 Z (� REQUIRED SETBACKS: C Q T AE�3LLlCC 13 F . T C2 I ZL FRONT: (BARBER ST. FIE 10 FEET 10 F T (0' IF ABUTTING PROPERTY LINE) ED ca O REAR 10 FEET A n Cn PROVIDED SETBACKS: Lj 7 4.F T (n U FRONT: (BARBER ST.) 152.67 FEET 2 E REAR 76.80 FEET --- - - -r -` KEYED NOTES: O A. PROPOSED 4,920 SF CONVENIENT STORE. REFER TO ARCHITECTURAL PLANS FOR S 38'1O'37" W N6J Wj __.2OO.DO° - -- - -- - - -- DETAILS AND ELEVATIONS. x.�. B. PRO POSED 40'x 83'FUEL CANOPY. REFER TO ARCHITECTURAL PLANS FOR DETAILS 000 I, +� AND ELEVATIONS. z2 r i ° - - -- - - -. -- : - - - -- C. PROPOSED 10'x 20' REGULAR PARKING SPACE. D. PROPOSED I2'x20'ADA PARKING SPACE. REFER TO SHEET CFG9.2 FOR DETAIL ° g0. E PROPOSED T WIDE ADA COMPLIANT LOADING AREA. REFER TO SHEET CFG9.2 FOR w `� DETAIL. ? ° F. PROPOSED ADA PARKING SIGN. REFER TO SHEET CFG9.2 FOR DETAIL. U .... .- G. PROPOSED ADA COMPLIANT CURB RAMP. REFER TO SHEET CFG9.I FOR DETAIL. II H. PROPOSED TWIDE DETECTABLE WARNING. REFER TO SHEET CFG91 FOR DETAIL. 'I I. PROPOSED CONCRETE SIDEWALK WITH TURNED DOWN EDGE. REFER TO SHEET CFG9A FOR DETAIL. III.. Y. J. PROPOSED CONCRETE SIDEWALK REFER TO SHEET CFG9.1 FOR DETAIL K. PROPOSED STORE FRONT BOLLARDS, 6' ON CENTER BEGIN SPACING O.C. AT ADA Q frl) RAMP LANDING. REFER TO SHEET CFG9 t FOR DETAIL. �0, 23. :3. ) L. PROPOSED TYPE "D" CURB. REFER TO SHEET CFG9.I FOR DETAIL. B9 M. PROPOSED TYPE "F" CURB. REFER TO SHEET CFG9.1 FOR DETAIL i 0 N. PROPOSED STRIPED CROSSWALK WITH 12" WIDE WHITE TRANSVERSE STRIPES N Y � (THERMOPLASTIC), SPACED 3' ON CENTER PERPENDICULAR TO THE PATH OF TRAVEL. REFER TO SHEET CFG9.2 FOR DETAIL. O. PROPOSED 24" WIDE STOP BAR (THERMOPLASTIC) WITH "STOP" PAINTED ON ( N PAVEMENT. REFER TO SHEET CFG9.2 FOR DETAIL. m o f I P. PROPOSED 6'1IDE CROSS WALK WITH t2" WIDE SOLID WHITE THERMOPLASTIC. _ ,m^.m Q. 4- O. PROPOSED STOP SIGN (Ri -1) AND "RIGHT TURN ONLY°SIGN (R &SRI. REFER TO SH EET _'vOado CFG9.I FOR DETAIL. 4mmg R. PROPOSED TRASH AND RECYCLE DUMPSTER, REFER TO SHEET CFG9.1 FOR DETAIL, 0 8frE m S. PROPOSED UNDERGROUND FUEL TANKS. C.3 ��nu= I T. PROPOSED GAS FUEL DISPENSERAND ISLAND. N O -' (� U i U. PROPOSED (l)-3 IN i DIESEUGAS DISPENSER AND ISLAND. 'D N (] V. PROPOSED MONUMENT SIGN (10' HIGH MAX.) ON MAIN FRONTAGE (C -R. 512). REFER 0 If !" TG SIGN PLAN FOR SPECIFICS- �- __..- N 1 W. PROPOSED MONUMENT SIGN (10' HIGH MAX.) ON SECONDARY FRONTAGE (BARBER U O m O3 STREET). REFER TO SIGN PLAN FOR SPECIFICS. a II ( X. PROPOSED AIR TOWER. REFER TO SHEET CFG9.2 FOR DETAIL. m Y { Y- PROPOSED VENTS STACK ASSEMBLY FOR UNDERGROUND FUEL TANKS. REFER TO 1 N 3 _ TANKPLANS FOR DETAILS f0 (0 Z. PROPOSED CMU RETAINING WALL (2 HIGH, 60' LONG) 0 AA PROPOSED RELOCATED 10'x 10 CONCRETE DUMPSTER PAD WITH 6' HIGH CMU P c a u s - :::. - - - -- Q STUCCO WALLS, COLOR TO MATCH EXISTING BUILDING. ° 037W 200.00 some _E -� 1 AB. PROPOSED DELIVERY TRUCK GENERAL PARKING LOCATION, u « nm w a m u N AC. RELOCATED MAILBOX BANK AND MAIL DROP OFF. ` .9 4 PAVED >nw­_ . _.._. �`" ," 12 TURN ...__ LANE - -- SEBASTIAN BOULEVARD--- ___-- S- TA-TE - - - -- ROAD - 512 - ' AE. PROPOSED TRANSFORMER AND PAD Q�a E AF, PROPOSED °NO PARKING "SIGN (R7 -1 J. REFER TO SHEET CFG9.I FOR DETAIL tl?; �w�S�,��' my AG. PROPOSED CUMBERLAND FARMS " WELCOME" DIR ECTIONAL SIGN.(MONUMENT& j m6aac- DIRECTIONAL SIGN PLANS BV OTHERS). _ - ° o c AH. PROPOSED CUMBERLAND FARMS "SEEYOU SOON" DIRECTIONAL SIGN. (MONUMENT p °.a onhi� me is - -- - - -- -- - - - - - - -- DIRECTIONAL SIGN PLANS BY OTHERS). - AI. PROPOSED 6" SOLID WHITE THERMOPLASTIC STRIPE. w u: f PJ- PROPOSED 6" WHITE SKIP (T-10-) THERMOPLASTIC STRIPE. z a AK. PROPOSED S'WIDE. 6"THICK CONCRETE SIDEWALK � o U � THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE v z° LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN O ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF i p o_ YS CALL 811 THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, Y1 ® O o YOU DIG MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC: DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE k4&G esE�a's� CONTRACTOR COMPANIES AT MUST EAST 702 HOURS THE ANY EXCAVATION TO CFG4 "0 REQUEST EXACT FIELD LOCATIONS OF UTILITIES. G or CO I 2 3 4 EXISTING LEGEND PROPOSED LEGEND -.w N 'EEL COL-U.'N ® e - ® PROPERTY LINE - - BUILDING A TYPE "F "CURB r, mnNHGLE 23.85 .._. - ,,,s., - TYPE "D" CURB STRUCTURE IS WATERTIGHT. TP 2335 CF," CA° �U% `- 'L'-"` � CONCRETE PAVEMENT A TC 23.85 ..Gti RL - SiRUCxJRE CONCRETE SIDEWALK TP23.20 a a '- " DRAINAGE SUB -BASIN 3r !cEN's :T.S!NE:iS FL }T POC:: 1 "S,�s SLOPE AND FLOW ARROW - TP 121.21 SPOT ELEVATION c: m ��L AA V LL - 4 C co 9 T _..N., _ STORM CATCH BASIN 5 STORM CLEANOUT ADA RAMP /PARKING GRADING DETAIL STORM WATER PIPE SCALE 1' = 10' CANOPYIREES F_ STRUCTURE NUMBER - - FLOW LINE 1 > L MONITORING WELL �lc� j t 23.85 7 1 STRUCTURE IS WATERTIGHT. TP 2335 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL A TC 23.85 v C6 TP23.20 a a Z { Q < GRADING NOTES w$ U U) TP 23.90 ti c: m ��L AA V LL SMOOTH FITAND CONTINUOUS GRADE. co Z CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND Tn U) a- W12 PAVED AREAS. C - = ;FT 13. TOPOGRAPFUCINF RMATION IS TAKEN FROM ATOPOGRAPHIC SURVEY BY LAND SURVEYORS, IF TOPOGRAPHY AS SHOWN ON THE PLANS, i a U) (D QQ Q N y THE CONTRACTOR DOES NOT ACCEPT EXISTING WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE.A I- ALL PAVING AND GRADING CONSTRUCTION MATERIALS AND METHODS SHALL MEET THE STANDARD O O O U E TOPOGRAPHIC SURVEY BYA REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. O (3 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 UICHE OF 3H:IV OR STEEPER. TP 23.25 CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES IN ACCORDANCE WITH GOVERNING (LS F- u a G TP 23.45 L SPECIFICATIONS UNTIL =E TW 23.BSw AIS4 CT'ON SHALL COMPLY ALLAPPLICABLE GOVERNING CODES AND BE CONSTRUCTED .AME. PER SECTION 26L,SEBASTIAN CODE OF ORDINAN GESCONSTRUCTION ACTIVITI ES [Q O c TP 23.35 ' ®- T= STORM CLEANOUT ADA RAMP /PARKING GRADING DETAIL STORM WATER PIPE SCALE 1' = 10' D E F is P G J �R i a RON � H ¢5 A i h � '� gE 1=3p� �BS y 9g ME 2189 U, 3 j f I ,_q ME' 1 I S ..Y;�• tx I W _h'zx .mil -sr F HP 22 ]s p' L Y R 4 Aft ` TP 22.. ^'wkZ,x TP 22 )4 6 ai CANOPYIREES ST -5 STRUCTURE NUMBER - - FLOW LINE 1 > L MONITORING WELL �lc� j t ASPHALT PAVEMENT 7 1 MILL AND OVERLAY STRUCTURE IS WATERTIGHT. - M M 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL J W .4c.SJ�'rGE HAVE TRAFFIC BEARING RING &COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6'ABOVE "STORM C6 3 lu LJ1 22 Z { Q < GRADING NOTES D E F is P G J �R i a RON � H ¢5 A i h � '� gE 1=3p� �BS y 9g ME 2189 U, 3 j f I ,_q ME' 1 I S ..Y;�• tx I W _h'zx .mil -sr F HP 22 ]s p' L Y R 4 Aft ` TP 22.. ^'wkZ,x TP 22 )4 6 ai CANOPYIREES 9 10 1 11 12 13 °oi HEOGE 1 > L o �e> eERM k SHRUaG UNDDGUER SECTION A -A SCALE 1' = 5' Fc "S. 2< .U_... .. + a 50' - n23.4s n=22ss ye •. +g ' TP 22 SS g I L ST -00 � � n 23.]5 e P 23 95 833.85 ati' TP 234s TP 23: SEE ADA RAMPIPARKING TP 2354 m GRADING DETAIL THIS SHEET FB 13.85 2' - TP 23.60 STSC CONVENIENCE STORE ' 4,920 SF GROS TDw'. ;1FF 23.95 FINISH DFLOOR E L= 2395 / SEE ADA NAMP3 P2390 ADINGPETAIL SHEET j- TW 23.80 4 T" 3.80 TP 23.30 TP 23'30 TP 2330 ADA RAMP -2 GRADING DETAIL SCALE t = 10' ABBREVIATIONS FS FACE OF BUILDING FL FLOW LINE HP HIGH POINT ME MATCH EXISTING SS SIGN BASE SG SPOTGRADE TB TOP OF BERM TO TOP OF CURB TG TOP OF GRATE Tt TOP OF ISLAND TOW TOP OF WALL TP TOP OF PAVEMENT AND /OR CONCRETE TW TOP OF WALK THIS PROJECT USES AN UNDERGROUND STORMWATER CHAMBER SYSTEM IN CONJUNCTION WITH A PROPOSED DRY POND TO PROVIDE THE REQUIRED WATER QUALITY VOLUME. THE FOLLOWING MAINTENANCE STEPS SHALL BE TAKEN: WEEKLY 1. THE PARKING LOT SHALL BE SWEPT ON A WEEKLY BASIS, ALL DUST, DIRT AND DEBRIS SHALL BE DISPOSED OF TO PREVENT CLOGGING OF THE DRAINAGE SYSTEM. 2. DRY POND SHALL BE MOWED AT REGULAR INTERVALS. MONTHLY 1. CLEAN AND MAINTAIN tNLET SKIMMERS ON A MONTHLY BASIS AND AFTER SIGNIFICANT RAINFALL EVENTS. DAMAGE AND(OR NON - FUNCTIONING SKIMMERS SHALL BE REPLACED. S ' BIANNUALLY i. INSPECT ISOLATOR ROW FOR BUILD U P OF SEDIMENT. ONCE J BUILD UP EXCEEDS 3" THROUGHOUT THE LENGTH OF THE 1 ROW, CLEAN OUT WITH A VAG TRUCK SHOULD BE / PERFORMED. t 2. ALL SUMPS SHALL BE CLEANED EVERY SIX MONTHS. y3. BI- ANNUALLY MAINTENANCE REPORTS SHALL BE SUBMITTED I TO THE CITY OF SEBASTIAN ENGINEERING DEPARTMENT y CONFIRMING THAT MAINTENANCE HAS BEEN PERFORMED, T. MANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BETHE 1 g 9 10 1 11 12 13 U NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER. O LLI 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTEDTO ASSURE CONNECTION AT 7 1 g 9 STRUCTURE IS WATERTIGHT. - M M 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL J W HAVE TRAFFIC BEARING RING &COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6'ABOVE "STORM ` {L (D / /� FINISH GRADE. LIDS SHALL BE LABELED SEWER'. 10. THE CONTRACTOR SMALL ADHER E TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR Z { Q < GRADING NOTES w$ U U) QJl CONSTRUCTION ACTIVITIES. 11. CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A c: m ��L AA V LL SMOOTH FITAND CONTINUOUS GRADE. co Z CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND Tn U) a- W12 PAVED AREAS. C - = 13. TOPOGRAPFUCINF RMATION IS TAKEN FROM ATOPOGRAPHIC SURVEY BY LAND SURVEYORS, IF TOPOGRAPHY AS SHOWN ON THE PLANS, i a U) (D QQ Q N y THE CONTRACTOR DOES NOT ACCEPT EXISTING WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE.A I- ALL PAVING AND GRADING CONSTRUCTION MATERIALS AND METHODS SHALL MEET THE STANDARD O O O U E TOPOGRAPHIC SURVEY BYA REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. O (3 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 UICHE OF 3H:IV OR STEEPER. Q F LU CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES IN ACCORDANCE WITH GOVERNING (LS F- SPECIFICATIONS AND REQUIREMENTS OF THE FOOT, O O L SPECIFICATIONS UNTIL CT'ON SHALL COMPLY ALLAPPLICABLE GOVERNING CODES AND BE CONSTRUCTED .AME. PER SECTION 26L,SEBASTIAN CODE OF ORDINAN GESCONSTRUCTION ACTIVITI ES [Q O 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL T T= rsf LLz ON DAY TH ROUG H FRIDAY,AND B:OOA.M.TO 5:00 P.M.ON SATU RDAY AND SUN DAY. W 21. INDIAN RNER COUNTY TRAFFIC ENGINEERING HAS UNDERGROUND CONDUIT FOR TRAFFIC SIGNAL p0 E5 N 0� OFANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARETO BE REMOVED TOTHE N¢ INTERCONNECTIONS IN THIS AREA AS WELLAS OTHER TRAFFIC SIGNAL EOUIPMENT. ITSHALL BE SYSTEM AT :i:i a THE CONTRACTOR'S RESPONSIBILITY TO CONTACT SUNSHINE STATE ONE CALL id300 -032 -0]]0 FOR LOCATIONS OF THIS EQUIPMENT AT LEAST R HOURS PRIOR TO ANY - ® RIGHT -OF -WAY. CONSTRUCTION- ° ° � mggh ®/^ 3 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDIOR ELEVATION OF w w w _ LL U EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY _ _°' GRAPHIC SCALE E COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS w w ¢ T 23.88 N NOT TO BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALLTHE ¢ TC2395 A APPROPRIATE UTILITY COMPANIES AT LEAST ]2 HOURS BEFORE ANY EXCAVATION TO REQUEST T FEETP23.3B T Tf'2335 E EXACTFIELD LOCATION OF UTILITIES. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO B Tau BEIM R RELOCATEALLEXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN �TP23.8s T TP 23.85 ( ( IN FELT) O ON THE PLANS. i i . _ 1, = 2O `L. 4. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7t a 5 5. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION. ±b ` ` 6. STORM PIPESTOSE CLEANEDOUTTO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL INSPECTION. T" 3.80 TP 23.30 TP 23'30 TP 2330 ADA RAMP -2 GRADING DETAIL SCALE t = 10' ABBREVIATIONS FS FACE OF BUILDING FL FLOW LINE HP HIGH POINT ME MATCH EXISTING SS SIGN BASE SG SPOTGRADE TB TOP OF BERM TO TOP OF CURB TG TOP OF GRATE Tt TOP OF ISLAND TOW TOP OF WALL TP TOP OF PAVEMENT AND /OR CONCRETE TW TOP OF WALK THIS PROJECT USES AN UNDERGROUND STORMWATER CHAMBER SYSTEM IN CONJUNCTION WITH A PROPOSED DRY POND TO PROVIDE THE REQUIRED WATER QUALITY VOLUME. THE FOLLOWING MAINTENANCE STEPS SHALL BE TAKEN: WEEKLY 1. THE PARKING LOT SHALL BE SWEPT ON A WEEKLY BASIS, ALL DUST, DIRT AND DEBRIS SHALL BE DISPOSED OF TO PREVENT CLOGGING OF THE DRAINAGE SYSTEM. 2. DRY POND SHALL BE MOWED AT REGULAR INTERVALS. MONTHLY 1. CLEAN AND MAINTAIN tNLET SKIMMERS ON A MONTHLY BASIS AND AFTER SIGNIFICANT RAINFALL EVENTS. DAMAGE AND(OR NON - FUNCTIONING SKIMMERS SHALL BE REPLACED. S ' BIANNUALLY i. INSPECT ISOLATOR ROW FOR BUILD U P OF SEDIMENT. ONCE J BUILD UP EXCEEDS 3" THROUGHOUT THE LENGTH OF THE 1 ROW, CLEAN OUT WITH A VAG TRUCK SHOULD BE / PERFORMED. t 2. ALL SUMPS SHALL BE CLEANED EVERY SIX MONTHS. y3. BI- ANNUALLY MAINTENANCE REPORTS SHALL BE SUBMITTED I TO THE CITY OF SEBASTIAN ENGINEERING DEPARTMENT y CONFIRMING THAT MAINTENANCE HAS BEEN PERFORMED, T. MANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BETHE CONTRACTORS RESPONSIBILITY TO REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS U NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER. O LLI 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTEDTO ASSURE CONNECTION AT N N m. STRUCTURE IS WATERTIGHT. - M M 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL J W HAVE TRAFFIC BEARING RING &COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6'ABOVE "STORM ` {L (D / /� FINISH GRADE. LIDS SHALL BE LABELED SEWER'. 10. THE CONTRACTOR SMALL ADHER E TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR Z { Q < u Z Z APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH U U) QJl CONSTRUCTION ACTIVITIES. 11. CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A c: m ��L AA V LL SMOOTH FITAND CONTINUOUS GRADE. co Z CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND Tn U) a- W12 PAVED AREAS. C - = 13. TOPOGRAPFUCINF RMATION IS TAKEN FROM ATOPOGRAPHIC SURVEY BY LAND SURVEYORS, IF TOPOGRAPHY AS SHOWN ON THE PLANS, i a U) (D QQ Q N y THE CONTRACTOR DOES NOT ACCEPT EXISTING WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE.A J m > 1L�IL. L E TOPOGRAPHIC SURVEY BYA REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. O (3 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 UICHE OF 3H:IV OR STEEPER. Q F LU CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES IN ACCORDANCE WITH GOVERNING (LS F- ^ LJ QTOPSOIL CONTRACTOR SHALL STABILIZE DISTURBED AREAS 1 HEALTHY STAND OF VEGETATION IS OBTAINED. L SPECIFICATIONS UNTIL CT'ON SHALL COMPLY ALLAPPLICABLE GOVERNING CODES AND BE CONSTRUCTED .AME. PER SECTION 26L,SEBASTIAN CODE OF ORDINAN GESCONSTRUCTION ACTIVITI ES [Q O r7'MGTRU ITHIN THE CITY LIMITS S HALL ONLY BEALLOWED pURINGTHE HOURS OF ]:OO A.M. TO ]:DD P.M., C f1J rsf LLz ON DAY TH ROUG H FRIDAY,AND B:OOA.M.TO 5:00 P.M.ON SATU RDAY AND SUN DAY. W s - - - -- -SE AS TA BOUL T AR D- -- -SWAT I STORY comaERG1FL ..UH.DIRC NO Sid SEtLS.if'✓?� Rclt F1Xt5H Flott19 EL. 2JR8, PAR ui 2 EZ �' TP 31.T0 1 NORTH BOIIMN ND LANES OF SEBAS BLVD 25 3 5 TURN 13' 123' PROPOSED DRIVEWAY 24 24 LANE LANE LANE dLF SHLD____ 6% - PROFILE 23 23 22 21 -__. - - 21 t9 IS- 18 -20 OO 20 d0 60 SECTION B -B - DRIVEWAY PROFILE HORIZONTAL. t' i .VERTICAL: NORTH BOUND LANES OF tZ SE BASTIANBLVD. TURN LANE 25 3 d. 25 24 TURN i3' 12.3' 24 LANE LANE LANE 3HLD EXISTING GRADE 23 23 - -- - 22 21 IS- fi 40 20 0 18 20 SECTION C -C - TURN LANE PROFILE HORZONTAL: i - =1P. VERTICAL:1�5' m � DRAINAGE SCHEDULE a ° 2 t DOWNSTREAM PIPE IN FORMATION Q (J STRUCTURE STRUCTURE DRAINAGE AREA GRATE/EOF/ INVERTELEV_ PIPE LENGTH PIPE PERCENT a NUMBER TYPE TO STRUCTURE (AC) RIM ELEV. (FEET) SUE-PE SLOPE ST -1 FOOT TYPE 9' 019 22.30 20.01 83 12" HOPE 030% ST-2 FOOTTYPE9" 009 22.46 19 )fi (S). 19.]6 (W9 ]6 SSHDPE OM% .Y'Q1.t ST -3 FOOT TYPE 9' 022 22.40 1961 (E), 19.61 (S) SJ IS 'HOPE S_ STUB 002 - 21.11 9 6'PVC 1001 da °UO�v m S-S CLEANOUT 0 -W 2335 21.2 63 6'PVC t.0% m�J`o n za5 ° u 3TfC CLEANOUT 002 23:93 2039 41 6 -PVC W% ° °- "y c c c m m ba o -- <H '� ST<D CLEANOUT 0.00 2322 1992 43 8 -PVC 1.00% as- _ Ti * NYLOPLASTMA HOLE OW 2295 c _ ST -SA STUB 0.02 - 2030 27 6 -PVC 1.0% 0° =a 1°p c o9 n ST -sB CLEAN OUT 000 2312 20.2 1PVC 1.01 1. ST -SC O -EANWT on 2370 20.08 8 6'PVC 1.00% f ST -SD PIPE END 000 - 20.0 w O ST-5 EX.MITERED END SECTION 000 2018 - EXIST. 12'CMP EXISTING GRATE INLET 030 22]5 20.15(3 E). 20.15(NE) 21 11 HDPE 240% U C o ST -]A CLEAN OUT 002 2384 210' 40 IPVC 1.0% ST -]B CLI -OUT 002 2212 2081 36 IPVC .0% w � * ­7 NYLOPLASTMANHOLE 0.00 2263 1950 (0 U w0 * ST-B CONTROL STRUCTURE 0.0 23]0 19.50 33 t5-HDPE 2.121 ST-9 MITERED END SECTION 0.00 16.70 C f'9 C . o 3T-10 MITERED END SECTION 000 1.A3 24' RCP ME CF G5.0 J * NYLOPLAST MANHOLE (SEE SHEET CFG9.3 FOR DETAIL) C #* CONTROL STRUCTURE (SEE SHEET CFG9.0 FOR DETAIL) Of.50 __ 1fi. ALL STORM STRUCTURES SHALL HAVEASMOOTH UNIFORM POUREp MORTAR INVERT FROM U INVERT INTO INVERT OUT, UNLESS OTHERWISE NOTED. - 17. CONTRACTORTO MAINTAIN 1,5% MAXIMUM CROSS -SLOPE ON ALL SIDEWALKS AND CROSSWALKS. I, CONTRACTOR TO MODIFY PAVEMENT GRADES AS NECESSARY TO MAINTAIN MAXIMUM ' CROSS -SLOPE IN CROSSWALKS. ® a� ® B. MINIMUM yy KEYED NOTES: O R SLOPE IN PERVIOUS IO SAREE AND 1.5 MINIMUM SLOPE IN PA EDAREA UNLESS OTHERWISE SLOPE IN PERVIOUS AREAS AND 1.5% MINIMUM SLOPE IN PAVED AREAS UNLESS OTHERWISE Q A. PROPOSED 3' LONG 0.5'VERTICAL NOTED. ON NATIONAL GEODETICVERT(CAL DATUM 1929. INDIAN RNER CIUNTY (3 CURB TRANSITION. REFER TO Q 19. ALL ELEVATIONS ARE BASED BENCHMARK: BMOOSOt9 ELEVATION 21.16 NAV088 CONVERSION TO NGV029 Q' ? t: SHEET CFG9.I FOR DETAIL. FEMA MAP r _ c 20. THIS SITE LIES IN FLOOD ZONE W AS SCALED AND INTERPOLATED FROM COMMUNITY PANEL NO. 120123-0111 -H. GATED: DECEMBER 4,201Z 0OO� _ O i� rsf LLz __ : >, _- : _ . - - � _ - -- _ - _ - 21. INDIAN RNER COUNTY TRAFFIC ENGINEERING HAS UNDERGROUND CONDUIT FOR TRAFFIC SIGNAL p0 E5 N 0� INTERCONNECTIONS IN THIS AREA AS WELLAS OTHER TRAFFIC SIGNAL EOUIPMENT. ITSHALL BE SYSTEM AT :i:i a THE CONTRACTOR'S RESPONSIBILITY TO CONTACT SUNSHINE STATE ONE CALL id300 -032 -0]]0 FOR LOCATIONS OF THIS EQUIPMENT AT LEAST R HOURS PRIOR TO ANY - w U � CONSTRUCTION- ° ° � mggh _ LL U s - - - -- -SE AS TA BOUL T AR D- -- -SWAT I STORY comaERG1FL ..UH.DIRC NO Sid SEtLS.if'✓?� Rclt F1Xt5H Flott19 EL. 2JR8, PAR ui 2 EZ �' TP 31.T0 1 NORTH BOIIMN ND LANES OF SEBAS BLVD 25 3 5 TURN 13' 123' PROPOSED DRIVEWAY 24 24 LANE LANE LANE dLF SHLD____ 6% - PROFILE 23 23 22 21 -__. - - 21 t9 IS- 18 -20 OO 20 d0 60 SECTION B -B - DRIVEWAY PROFILE HORIZONTAL. t' i .VERTICAL: NORTH BOUND LANES OF tZ SE BASTIANBLVD. TURN LANE 25 3 d. 25 24 TURN i3' 12.3' 24 LANE LANE LANE 3HLD EXISTING GRADE 23 23 - -- - 22 21 IS- fi 40 20 0 18 20 SECTION C -C - TURN LANE PROFILE HORZONTAL: i - =1P. VERTICAL:1�5' m � DRAINAGE SCHEDULE a ° 2 t DOWNSTREAM PIPE IN FORMATION Q (J STRUCTURE STRUCTURE DRAINAGE AREA GRATE/EOF/ INVERTELEV_ PIPE LENGTH PIPE PERCENT a NUMBER TYPE TO STRUCTURE (AC) RIM ELEV. (FEET) SUE-PE SLOPE ST -1 FOOT TYPE 9' 019 22.30 20.01 83 12" HOPE 030% ST-2 FOOTTYPE9" 009 22.46 19 )fi (S). 19.]6 (W9 ]6 SSHDPE OM% .Y'Q1.t ST -3 FOOT TYPE 9' 022 22.40 1961 (E), 19.61 (S) SJ IS 'HOPE S_ STUB 002 - 21.11 9 6'PVC 1001 da °UO�v m S-S CLEANOUT 0 -W 2335 21.2 63 6'PVC t.0% m�J`o n za5 ° u 3TfC CLEANOUT 002 23:93 2039 41 6 -PVC W% ° °- "y c c c m m ba o -- <H '� ST<D CLEANOUT 0.00 2322 1992 43 8 -PVC 1.00% as- _ Ti * NYLOPLASTMA HOLE OW 2295 c _ ST -SA STUB 0.02 - 2030 27 6 -PVC 1.0% 0° =a 1°p c o9 n ST -sB CLEAN OUT 000 2312 20.2 1PVC 1.01 1. ST -SC O -EANWT on 2370 20.08 8 6'PVC 1.00% f ST -SD PIPE END 000 - 20.0 w O ST-5 EX.MITERED END SECTION 000 2018 - EXIST. 12'CMP EXISTING GRATE INLET 030 22]5 20.15(3 E). 20.15(NE) 21 11 HDPE 240% U C o ST -]A CLEAN OUT 002 2384 210' 40 IPVC 1.0% ST -]B CLI -OUT 002 2212 2081 36 IPVC .0% w � * ­7 NYLOPLASTMANHOLE 0.00 2263 1950 (0 U w0 * ST-B CONTROL STRUCTURE 0.0 23]0 19.50 33 t5-HDPE 2.121 ST-9 MITERED END SECTION 0.00 16.70 C f'9 C . o 3T-10 MITERED END SECTION 000 1.A3 24' RCP ME CF G5.0 J * NYLOPLAST MANHOLE (SEE SHEET CFG9.3 FOR DETAIL) C #* CONTROL STRUCTURE (SEE SHEET CFG9.0 FOR DETAIL) Of.50 __ ON MAN 4"MIRMT77"T - - I, ® ® ® yy t mggh s - - - -- -SE AS TA BOUL T AR D- -- -SWAT I STORY comaERG1FL ..UH.DIRC NO Sid SEtLS.if'✓?� Rclt F1Xt5H Flott19 EL. 2JR8, PAR ui 2 EZ �' TP 31.T0 1 NORTH BOIIMN ND LANES OF SEBAS BLVD 25 3 5 TURN 13' 123' PROPOSED DRIVEWAY 24 24 LANE LANE LANE dLF SHLD____ 6% - PROFILE 23 23 22 21 -__. - - 21 t9 IS- 18 -20 OO 20 d0 60 SECTION B -B - DRIVEWAY PROFILE HORIZONTAL. t' i .VERTICAL: NORTH BOUND LANES OF tZ SE BASTIANBLVD. TURN LANE 25 3 d. 25 24 TURN i3' 12.3' 24 LANE LANE LANE 3HLD EXISTING GRADE 23 23 - -- - 22 21 IS- fi 40 20 0 18 20 SECTION C -C - TURN LANE PROFILE HORZONTAL: i - =1P. VERTICAL:1�5' m � DRAINAGE SCHEDULE a ° 2 t DOWNSTREAM PIPE IN FORMATION Q (J STRUCTURE STRUCTURE DRAINAGE AREA GRATE/EOF/ INVERTELEV_ PIPE LENGTH PIPE PERCENT a NUMBER TYPE TO STRUCTURE (AC) RIM ELEV. (FEET) SUE-PE SLOPE ST -1 FOOT TYPE 9' 019 22.30 20.01 83 12" HOPE 030% ST-2 FOOTTYPE9" 009 22.46 19 )fi (S). 19.]6 (W9 ]6 SSHDPE OM% .Y'Q1.t ST -3 FOOT TYPE 9' 022 22.40 1961 (E), 19.61 (S) SJ IS 'HOPE S_ STUB 002 - 21.11 9 6'PVC 1001 da °UO�v m S-S CLEANOUT 0 -W 2335 21.2 63 6'PVC t.0% m�J`o n za5 ° u 3TfC CLEANOUT 002 23:93 2039 41 6 -PVC W% ° °- "y c c c m m ba o -- <H '� ST<D CLEANOUT 0.00 2322 1992 43 8 -PVC 1.00% as- _ Ti * NYLOPLASTMA HOLE OW 2295 c _ ST -SA STUB 0.02 - 2030 27 6 -PVC 1.0% 0° =a 1°p c o9 n ST -sB CLEAN OUT 000 2312 20.2 1PVC 1.01 1. ST -SC O -EANWT on 2370 20.08 8 6'PVC 1.00% f ST -SD PIPE END 000 - 20.0 w O ST-5 EX.MITERED END SECTION 000 2018 - EXIST. 12'CMP EXISTING GRATE INLET 030 22]5 20.15(3 E). 20.15(NE) 21 11 HDPE 240% U C o ST -]A CLEAN OUT 002 2384 210' 40 IPVC 1.0% ST -]B CLI -OUT 002 2212 2081 36 IPVC .0% w � * ­7 NYLOPLASTMANHOLE 0.00 2263 1950 (0 U w0 * ST-B CONTROL STRUCTURE 0.0 23]0 19.50 33 t5-HDPE 2.121 ST-9 MITERED END SECTION 0.00 16.70 C f'9 C . o 3T-10 MITERED END SECTION 000 1.A3 24' RCP ME CF G5.0 J * NYLOPLAST MANHOLE (SEE SHEET CFG9.3 FOR DETAIL) C #* CONTROL STRUCTURE (SEE SHEET CFG9.0 FOR DETAIL) Of.50 __ m � DRAINAGE SCHEDULE a ° 2 t DOWNSTREAM PIPE IN FORMATION Q (J STRUCTURE STRUCTURE DRAINAGE AREA GRATE/EOF/ INVERTELEV_ PIPE LENGTH PIPE PERCENT a NUMBER TYPE TO STRUCTURE (AC) RIM ELEV. (FEET) SUE-PE SLOPE ST -1 FOOT TYPE 9' 019 22.30 20.01 83 12" HOPE 030% ST-2 FOOTTYPE9" 009 22.46 19 )fi (S). 19.]6 (W9 ]6 SSHDPE OM% .Y'Q1.t ST -3 FOOT TYPE 9' 022 22.40 1961 (E), 19.61 (S) SJ IS 'HOPE S_ STUB 002 - 21.11 9 6'PVC 1001 da °UO�v m S-S CLEANOUT 0 -W 2335 21.2 63 6'PVC t.0% m�J`o n za5 ° u 3TfC CLEANOUT 002 23:93 2039 41 6 -PVC W% ° °- "y c c c m m ba o -- <H '� ST<D CLEANOUT 0.00 2322 1992 43 8 -PVC 1.00% as- _ Ti * NYLOPLASTMA HOLE OW 2295 c _ ST -SA STUB 0.02 - 2030 27 6 -PVC 1.0% 0° =a 1°p c o9 n ST -sB CLEAN OUT 000 2312 20.2 1PVC 1.01 1. ST -SC O -EANWT on 2370 20.08 8 6'PVC 1.00% f ST -SD PIPE END 000 - 20.0 w O ST-5 EX.MITERED END SECTION 000 2018 - EXIST. 12'CMP EXISTING GRATE INLET 030 22]5 20.15(3 E). 20.15(NE) 21 11 HDPE 240% U C o ST -]A CLEAN OUT 002 2384 210' 40 IPVC 1.0% ST -]B CLI -OUT 002 2212 2081 36 IPVC .0% w � * ­7 NYLOPLASTMANHOLE 0.00 2263 1950 (0 U w0 * ST-B CONTROL STRUCTURE 0.0 23]0 19.50 33 t5-HDPE 2.121 ST-9 MITERED END SECTION 0.00 16.70 C f'9 C . o 3T-10 MITERED END SECTION 000 1.A3 24' RCP ME CF G5.0 J * NYLOPLAST MANHOLE (SEE SHEET CFG9.3 FOR DETAIL) C #* CONTROL STRUCTURE (SEE SHEET CFG9.0 FOR DETAIL) Of.50 __ C D E F 9 G H L E 5 K xia 'ke t 3 r� vl 1 �(� 3^'y CY 61,741 AML r - i s .r P / / a t EN E T CLS i G STORE SF / - / 4 92 SF GROS / 0 $ NISH DFIAOR EL =2395 Or // / a 6T / . .n / fk_ r-7 / I � A J p Pt ?; CE 8 1 9 10 wd 12 13 SEQUENCE OF CONSTRUCTION I ------- - - - - -- PARKING, LAY DOWN, PORTA - POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S 0.92 AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, 8 1 9 10 wd 12 13 SEQUENCE OF CONSTRUCTION STATE--- ROAD— 51.2 - -- -- ACREAGE SUMMARY IN ACRES UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, ------- - - - - -- PARKING, LAY DOWN, PORTA - POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S 0.92 AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, 0.27 ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN 1.19 LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. 0.88 PHASE 0.31 1. INSTALL STABILIZED CONSTRUCTION EXITS AND SWPPP ENTRANCE SIGN. O 2. INSTALL SILT FENCE(S) AND SILT DIKES) ON THE SITE, AND INLET PROTECTION(S) (CLEAR ONLY THOSE AREAS NECESSARY TO INSTALL SILT FENCE). r 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. HALTALLACTIVITIES AND CONTACTTHE ENGINEEROF RECORD TO PERFORM - -- INSPECTION OF BMPS. 5. BEGIN DEMOLITION ACTIVITIES AND CLEARINGAND GRUBBING THESITE. u- (WD 6. BEGIN GRADING THE SITE 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. STATE--- ROAD— 51.2 - -- -- ACREAGE SUMMARY IN ACRES TOTAL PROJECT AREA 1.19 ON -SITE DISTURBED AREA 0.92 OFF -SITE DISTURBED AREA 0.27 TOTAL DISTURBED AREA (MUSTM NU) 1.19 IMPERVIOUS AREA AT COMPLETION 0.88 PERVIOUS / SEEDED AREA AT COMPLETION 0.31 PHASE 11 1. TEMPORARILY SEED THROUGHOUT CONSTRUCTION DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2. INSTALL UT' UMES UNDERDRAINS STORM SEWERS CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED. 4. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLETSTRUCTURE IS INSTALLED. 5, PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 6. PREPARE SITE FOR PAVING. 7, PAVE SITE. e. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORKPROGRESSES. 1 9. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS INCLUDING OUT LOTS. 10. CALL ENGINEER OF RECORD AFTER THE SITE APPEARS TO BE FULLY STABILIZED FOR AN INSPECTION, 11. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER APPROVAL OF THE ENGINEER OF RECORD AND STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF THE BMP. 12, CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION IS SIGNED OFF BY THE OWNER THAT THE SITE IS FULLY STABILIZED AND THE PERMIT MAY BE TERMINATED, 13. CONTRACTOR TO FILE NOTICE OF TERMINATION APPLICATION TO THE FDEP 1 AND SHALL PROVIDE A COPY OF FDEP APPROVAL TOTHE OWNER, THE ENGINEER OF RECORD AND THE CITY OF SEBASTIAN. NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION - RELATED ACTIVITIES CONCURRENTLY ONLY IF ALL PRECEDING Bl, HAVE BEEN COM PL ETELV I NSTALLED. PROPOSED LEGEND ® PROPERTY LINE LIMITS OF DISTURBANCE DIRECTION OF OVERLAND FLOW -SF® SF TEMPORARY SILT FENCE (REFER TO SHEET CFG6.2 FOR DETAIL) SD SILT DIKE ON PAVEMENT (REFER TO SHEET CFG6.2 FOR DETAIL) ® SS SWPPP INFORMATION SIGN (REFER TO SHEET CFG6.2 FOR DETAIL) $OIL SOILTYPE iPZ TEMPORARY INLET PROTECTION (REFER TO SHEET CFG6.2 FOR DETAIL) LIMITS OF PROTECTIVE TREE BARRICADES CE CONSTRUCTION EXIT (REFER TO SHEET CFG6.2 FOR DETAIL) m o v� u; O r ~ VICINITY MAP USGS QUADRANGLE MAP c) � NOT TO SCALE NOT TO SCALE u- (WD z ¢ Q UJ = F- U r GENERAL EROSION NOTES U) �_ Q L A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS DRAWING ('SITE MAP -), THE W STANDARD DETAILS, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. U) VJ U) B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL = Q U) �y OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OR NATIONAL W 0n POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR J - WITH THEIR CONTENTS. m O J TI C. CONTRACTORS LL IMPLEMENT BEST MANAGEMENT PRACCES AS REQUIRED BY THE SWPPP_ c Z F O o/ 1^ mo BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. M m L.. U) U) Oy O D. BEST MANAGEMENT PRACTICES BMP'S AND CONTROLS SHALL CONFORM TO SJRWMD AND FEDERAL STATE Q Z Q� Z ORLOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE CONTRACTOR SHALL IMPLEMENT W Q O ADDITIONALCONTROLS A6 DIRECTED BY PERMITTING AGENCY OR OWNER C U) U C II..I U CONSTRUCTION 7 r` W W E. SITE MAP ING MUST STATE WATERS OI REGULATED WEWATERS MUST MAINTAINED IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES- ITE TIMES til U 4] � LL r F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE V J GENERAL PERMIT. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH G. GENERAL C R LL 6HALL USED THE AREA, EMPLOYEE PARKING AREA, US AND CLEANING } AND AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. AREA PORTABLE FACILITIES, FAKE H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. Q L SU FFICIENTOILAND GREASEASSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE COO OR READILY AVAILABLETO CONTAIN AND CLEAN -UP FUELOR CHEMICAL SPILLSAND LEAKS. 0 Q 0 y� a J. DUST ON THE SUE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. o O 2 °S Z K RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO O CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE E ACTION OF mo_ a` LL WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. U L ALLSTORM WA TER POLLUTION PREVENTION MEASURES PRESENTED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 7 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST o CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN ANDIOR LANDSCAPE PLAN. < m O. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICI ENT TO REMOVE THE MAJORITY OF DIRT OR MUD. THEN THE TIRES MUST BE WASHED BEFORE THE VES EHICL ENTER A PUBLIC ROAD. 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 INGRESS /EGRESS LOCATIONS AS u PROVIDED. P. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. c Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION a POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE oESnR. ON-SITE 8 OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND 2B 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 C) LN N S_ SLOPES SHALL BE LEFT INAROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF N 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 FENCES, ETC.) TO <) O m PREVENT EROSION. AND POLLUTANT DISCHARGE. m .p ALL DISTURBED AREAS WITHIN THE COUNTY RIGHT -OF -WAY SHALL BE STABILIZED WITHIN THREE DAYS OF C Y 2LU. FINAL GRADE WITH SOD. UI MAINTENANCE - ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE H 6 a£-6Ti 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 ° >� m n m.:° ° �"m5 n'�' m- a " ;t . CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER I6 MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: EE U u°v mw v`m nm t. INLETPROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF m5 ��n�om ;� UNDERMINING OR DETERIORATION. c E 2- ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS ��a m°1�qu SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. ? „ o. °m ° m " 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED, SEDIMENT SHALL BE p °O. REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE -HALF THE HEIGHT OF THE SILT FENCE. - 4. THE CO NST RUCTION EXITS SHALL B E MAI NTAI NE D I N A COND ITION WHICH WI LL P RE VENT TRACKIN G O R FLOW ui OF MUD ONTO PUBLIC RIGHT OF WAY. n: z 2� o < Q o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE U z LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN rc O ¢ ® K= I=fg BBWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF i Amys CAW, 811 THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, i U no ® LW DID MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE f`c bt rctRo.1'stffih. CON CONTACT I OAT MUST [� (� FG6.® COMPANIES EAST 72 HOURS BEFORE ANY EXCAVATION TO �- .am REQUEST EXACT FIELD LOCATIONS OF UTILITIES-7 Of 50 11 2 3 C Ew E on G H 6 1 7 1 8 1 9 10 12 13 SEQUENCE OF CONSTRUCTION - ------ --- ... ...... . UPO N IMP LEM ENTATIO N A NO IN STALLATION OF TH E FOLLOW N G AREAS: MAILER, 4z:�=_­ 50'- PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASON'S az AREA, FUELAND MATERIALSTORAGE CONTAINERS, SOLID WASTE CONTAINERS, GENERAL EROSION NOTES ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN — - ------ -- _:mm LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. k THE STORMWATER POLILUTION PREVENTION PIN IS COMPRISED OF THIS DRAWING CSITE MAP-), THE STA NDARD DETAILS, PLUS THE PERMIT AN D ALL SO BS EGO ENT RE PORTS AN D RE I-ATED DOCUMENTS. PHASE! B, ALLCONTRACTORS AND SUBCONTRACTORS INVOLVED WTH STORM WATER POLLUTION PREVENTION SHALL ---- --- EIG w_ - - - - - 1� INSTALL STABILIZED CONSTRUCTION EXIT(S) AND SWPPP ENTRANCESIGN. OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PIN AND THE STATE OR NATIONAL EL ° - ° - ` I - - - ' i -. {__ E� w ® ^ ;) - 2. INSTALL SILT FENCES) AND SILT DIKES) ON THE SITE, AND INLET PROECTION(F) IMINAT STEM GENERAL PERMIT (NPDES PERMIn AND BECOME FAMILAR i IP NLY THOSE AREAS NECESSARY TO INSTALL SILT (CLEAR 0 WITH THEIR CONTENTS. 62kT 3, PREPARE TEMPORARY PARKING AND STORAGE AREA. C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL 4. RECORD TO PERFORM BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTEDAS DICTATED BY CONDITIONS AT NO ADDITIONAL IS NALS PTEALLCT IOANCTI= 0 SAND CONTACT THE ENGINEER OF COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. D. BESTMANAGEMENT PRACTICES (BMP'S)AND CONTROLS SHALL CONFORM TO SJRMD AND FEDERAL, STATE. THE SITE. 0 S. BEGIN DEMOLITION ACTIVITIES AND CLEARING AND GRUBBING TI­ OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE. AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT 6 BEGIN GRADING THE SITE. ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. V, 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. CONVEMENCE STORE E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTII 14.920 SF GROSS S E, IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIME �J FINISH�D FLOOR EL.= 23,95 F, CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE (OLDSMAR FINE SAND) PHASE H GENERAL PERMIT. I , TEMPOR RILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT G. GENERAL CONTRACTOR SHALL DENOTE ON PIN THE TEMPORARY PARKING AND STORAGE AREA MICK WLL BE NACTIVE FOR 7 DAYS OR MORE. SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, SF 2. INSTALL UTIUTIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE MAILERS, AND TOILET FACILITIES, D, 866T 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET AND PROPERLY TREATED OR DISPOSED- STRUCTURE IS INSTALLED. ED H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED SF 4. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH [NLETSTRUCTURE IS INSTALLED. 1. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE -UP FUEL OR CHEMICAL SPILLS AND LEAKS, PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT OR READILY AVAILABLE TO CONTAIN AND CLEAN TO FINAL GRADE. FOR PAVING. J. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR Z 6. PREPARE SITE TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. _ 7. PAVE SITE. _T 7 8 INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS [TED INTO SEALED WORK PROGRESSES, CONTAINERS MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF K, RUBBISH, MASH, GARBAGE, LrrrER, OR OTHER SUCH MATERIALS SHALL BE DEPOS r 7117, 9. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. IP-1 ALL AREAS INCLUDING OUT LOTS. 10. CALLENGINEER OF RECORD AFTER THE SITE APPEARS TO BE FULLY L. ALL STORM W IN POLLUTION PREVENTION MEASURES PRESENTED ON THIS SITE MAP, AND N THE STORM STABILIZED FOR AN INSPECTION. WATER POLLUTION PREVENTION PLAN. SHALL BE INITIATED AS SOON AS PRACTICABLE. 11 REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVI ESAFTER C M DISTURBED PORTIONS OF THE SITE MERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 7 DAYS, t_ APPROVAL OF THE ENGINEER OF RECORD AND STABILIZE ANY AREAS SHALL BE TEMPORARILY SEEDED. THIES E AREAS SHALL BE S EEDE D NO LATER THAN 7 DAYS FROM THE LAST Z_ DISTURBED BYTHE REMOVAL OFTHE BMP. CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. i is 71 12, CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION IS SIGNED OFF BY THE OWNER THAT THE SITE IS FULLY STABILIZED AND THE NTLYSTOPPED SHALL BE N, DISTURBED PORTIONS OF THE SITE MERE CONSTRUCTION ACTIVITY HAS PERMANE PERMIT MAY BE TERMINATED. P RMANENT 13, CONTRACTOR TO FILE NOTICE OF TERMINATION APPLICATION TO THE FDEP CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, REFER TO THE GRADING PLAN AND/OR LANDSCAPE SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN DAYSAFTERTHEIST -1 1 3, AND SHALL PROVIDE A COPY OF FIDEP APPROVAL TO THE OWNER, THE PLAN. ENGINEER OF RECORD AND THE CITY OF SEBASTIAN. 0, IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIEN CONTRACTOR MAY COMPLETE CONSTRUCTION - RELATED T REMOVE THE MAJORITY OF D RT R MUD, THEN THE TIRES MUST BE WASHED BEFORE HEVEHICLES T, E TER A PUBLIC ROAD. IF WASHING IS USED, PRONASIONS MUST BE MADE TO INTERCEPT THE WASH WATER ONLY IF ALL PRECEDING BMPS HAVE BEEN AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE lNGRESSIEGRESS LOCATIONS AS 777 PROVIDED. P. ALL MATERIALS SPILLED, DROPPED, WASHEDT CR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 441b O. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION PROPOSEDLEGEND POND AND ANY SEDIMENT THATMAY HAVE COLLECTED;N THE STORM SEWER DRAINAGE SYSTEMS;N CONJUNCTION WITH THE STABILIZATION OF THE SITE. - - '® - - - - - 411b PROPERTY LINE R. ON -SITE & OFF'SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND S DIMENTATION THROUGH IMPLEMENT DON OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW CONCRETE PAVEMENT AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WTH GENERAL PERMIT LIMITS OF DISTURBANCE • S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF OWO lid 'a" W..f SF— SF TEMPORARY SILTFEN.E VELOCITIES AND EROSION. (REFER TO SHEET C-3 FOR DETAIL) T, DUETOTHEGRADECH NGES DURING THE DEVELOPMENT OFTHE PROJECT, THE CONTRACTOR SHALL BE TE.PORARYHINLET PROTECTION RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO (REFER TO S EET C-3 FOR DETAIL) PREVENT EROSION. AND POLLUTANT DISCHARGE STATE—— ROAD 512 PERMANENT STABILIZATION rU ALL DISTURBED AREAS WTHIN THE COUNTY RIGHT -OF -WAY SHALL BE STABILIZED THIN THREE DAYS OF FINAL GRADE WITH MAINTENANCE SOIL TYPE ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL B M INTAINEDIN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK DIRECTION OF OVERLAND FLOW OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTA ON CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WTH THE FOLLOWING: EXISTING LEGEND LIMITS OF PROTECTIVE TREE BARRICADES 1. INLETPROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 2, ALL SEEDED AREAS SHALL BE CITE KED REGULARLY TO SEE THAT A GOOD STAND Is MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3, SJL T F ENC ES SHALL B E RE PAI RED TO TH ER 0 RIGINAL C ONDITIONS IF DAMAG ED. S DIM ENT S HALL BE REMOVED FROM THE SILT FENCES MEN IT REACHES ONE-HALF THE HEIGHTOFTHE SILT FENCE. 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING CR FLOW ACREAGE SUMMARY OF MUD ONTO PUBLIC RIGHT OF WAY, IN ACRES) TOTAL PROJECT AREA 1.19 ON-SITE DISTURBED AREA OM THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AN DIOR ELEVATION OF EXISTING UTILITIES AS SHOWN OFF-SITE DISTURBED AREA 0,27 ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF TOTAL DISTURBED AREA (.UST.—­) 1.19 AMYS CM 811 THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, SWIRE YOU DIG MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES FIMPERVIOUS AREA AT COMPLETION 0.88 NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY PERVIOUS/ SEEDED AREA AT COMPLETION 031 COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION T 0 munshInexam REQUEST EXACT FIELD LOCATIONS OF UTILITIES - VICINITY MAP NOT TO SCALE USGS QUADRANGLE MAP NOT TO SCALE M oo 0 T LLi 0 04 Coll m , c'j ILL CCD U) < Lij L) co < C) Lij z LLI to co E - W 0 U) cu > z 0 Op M F__ co < Lij 0 0 m c/) 0 Or- z w F: I'- c) 'j LLJ co 000 Emo mop < LLJ 0 I-ESS WIN CD (D L) 0 LL 0 co CO 0 W 0 0 L) 15 T s- T6 E' Fb 2. Al� 2, 7 E gK E' Z A all S.. < 9° O CFG6.1 3 of 50 iy JSa 10 11 12 13 aTER SET THE STAKES ALONG TIE DOMBLOPE B11111 OF Fw 1. EXCAVATE A 6X6' TRENCH THETEENCH. =­.Z7`TU A 11 (BOB ETAL THIS `SH_­-)C--_ N-U-NIET (SEE OETAL THIS ENEET) .... IE 'IT "11%, ­�nl ll�`EEr I CIE F TO TABLE 1.P .1.1.U,1�ETT 'R E� _R.TT0l T I LT RN I VED REIUINEIEIT SAID SPECIFICATIONS, G TAR I IBILIIElENT"ID SPEC IIIIATIOIS 'I V.1116 OVERLAP 1EIT11- ANDIOR \y FLOC WOVEN WIRE FENCE ACROSS TINCST NEEVIIHEN NECESSARY EF T DCONTINUE FENCE 4 EL IS 1I SECURELY FASTEN FENCE A o ATE.IITO.- ElINElrH z- ri E ER IL EOT.LE NATER_ To WIRE TIES OR OTHER FAST S 4. BACKFILL AND COMPACTTHE EXCAVATED SOIL. yn Z- IS - AND E-END ­O THE TF.CH WITH IF LAID ALONG BOTTOM Of TRENCH T111 IAND I CURB INLET - T_ TYPE CURB INLET A_ ­==N L'() L c" L TOM�DERATER�G��l�F�ICSP�IFICATIONTABLE lEOP­ TERTARTTH.. I _NS Lu ..H.I.-FIIEF G-TENGLESTRONG LL C BE =IOR APPROVED SOLID GRA-11LEFLINGST-N IL E. S' z U) (SEDIST-1.11SHIP) FU I.. ASTM DIM "I 2� =C UJ ­T.TEAR AST.. ED ­.P < UVREIMNIE ART.-SES E -=UGGIEVE ­SNIG ­UH LINE "A" 'T""""' Al"1111� U) IL-RATE I_ O__ < u) HERITTI- AST-1.1 I-Ell UJ T. SMEETFUDWINSTA"TION ­BT T�HARNWOODORTTYRE­FABRIC Lu Lu 1.AMOCO2ISO MODERATE TO HIGH ­­LF FABRIC SPECF-101 TABLE PROPER-E TEST AZ­ AS UNITS -ELFECIIIND F_ ... TEND STR=N A�F M N, UPS U) G-TEISILLEE ELO - E PUNCTURE rl. 1. - -_ - 0 06 0 LING GTF ISO COMPACTED BACK- > 5.E191550 LL z "'E . .... ­BEIEYE APPAR- 01.11. SIME A.M. C U 0 0 _VA F­_ ASTY.-IN 1 B.. ­ % ­­N ­RATE , _ " A P: 0 DO 0 1) INS— IN ACCORDANCE WTH SILT FENCE DETAIL, EXCEPT AS NOTED ABOVE. IL_­ I.R.-ET-TECTOR lIAU_ SH RTA­ 11 THINT IF TIE CURB ILETTIRCIT LAI"' 11 TIl IIITIUR 2)SHTIFENC­HOUT WIRESUPPORTBHOULOBEUREDONALIMREDBASISONLYALONG 2 IUII NLET PROTECTOR $1- BE ISTALUED - 11-ILL HER MINUIACTUREPS SPEIIIIIAIIIII PERIMETERS WITH I-- THAN TA ACRE DRAINAGE AREA PER IOG LINEAR FEET OF FENCE. FRONT VIEW 3 IEII�ILTE_�S­ ELEA VAYVEN P-PREWTON1 FAIHIG THAT MEETS OR CIGEBGS REOUIREIBITI 11 ill SHE, D'A TAB Lu U) -STIN. ­R. NIET I 111PLIT FOR REGULATORY REOUllElElTS E F-- Lu LID SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SEDIMENTATION/SILT FENCE WITHOUT WIRE SUPPORT OVERLAP OF SEDIMENTATION/SILT FENCE INLET PROTECTION (IP-2) U) FINISH GRADE SECURE LIFT'll LOOPS TO 2� S'CRUENEDETIIE O_ YERF­IN ? HY 2­1' Al PER RF��ONAFNE OOAIGIOI SL, CN TYR, Sg%STITE'I�P,F�OR'D�,,�,GNATED L _�_GNATED "-P' I PC D ev _Rl-'EM',A,`,`E`�'_-SWPPP INFORMATION 11.111E TLlICRIRSTHE p POP D, TO THE SIGN, AS SHOIVN IN GET THE F 7 AZ RAZL SI.­THE J:t CONSTRUCTION ' D � �2 < CON OF ACHO IV. ..... I EGEC CS 'Fa ASRHILl (SEUMONT TRIP BECT= EDCF__ FOR SIG' To BE CONSTRUCT z , -FACTED SU. E A PICIDNIOCH-SUCHAS ..ARD SIGN MUST BE A A I ILI C011TRIJITI-Al""' I,, GRATE OFII OF. TO _TEUT G.0 ­NAG I FLTRAT;D. LHENTS a. IFCRISHED STOIE BASE IN.M­ .­ET. 'N THEIR MINI SUN. ­E LEANS NO'S LOOPSSVEGlIll RBIIR, (I.-HIM.M.EPTH TURE. ETC )� I..F IF 0 SECTION VIEW UP CUAR FOR HANDLES. N. OF PIIFIL�ELTEI DETAILED 1EIR1111" 011"1 LIIANII ISTAULED N GAVIN PF..GU.FN,AN.N A.-T-APSI.-HE _SINGER E HOLES Ov Low PU'PH E PLAN VIEW =LAP (OPTIONAL, !4OTES I RA Ni I�MEN %EHORIGHTLYCOLOIETICIPAIIIII RECOMMENDATIONS IAB- CZOEF LO GE�I, UU, pYN.U., I CEED A ... T-TILE.. E.ERS IN THE -DID-T-S TATILL I 'ICE A" OIL IIIIRIENT "I OR "LLOVIT GVER I.- GRAPE -CH .11 MEETS LI D `O­;R HTFIR I _1AR BFLLGAPEAG_GERN E VARIES " TOR=. TO E� AT NG "T ON DIKE PLAN VFIW A SEDIMENT IOULECIII LICIT"' TH E. DTP.'. `:ULTATE I lLTEE�ZA`E`RHAL` MATCH THE 1. BID E IM.T. ILI 01 TIE GRATED 'ILI III G TISDEPT. _ OF THE IE ED 0­ CIE' BAC-ALLSE.-I.-II.A.. LNG HAVEN'EMENT 'EMENT 'EMENT .......... ASPHALT V lEIT -EIRITEDIIIET- ,.A I INSTALLED BUT 11HE 1111 VINT. HIVI 1INTINUOUS AND FIR' CONTACT ­1 SURFACE AIIESWEI S­ BE UlU=R IPPl­.l.EIUl IIR CONCRETE PAVEMONT APPLICATIONS I.D (REFER TO PHASE I SITE AMR) B.UGFE. ASPHALT FOR AP LICAT, B LIITIMIFL�IEIT�IIE'�R'�E�"CATI�TAILF u) 1 ADHESIVE SHALL BE PLACED MEHIIII UNITS OVERLAP AND 27- STRIP ALONG RUTH EDGES I-REATES TURT.1.0 PlIvIll 'u,, r R Q IRED TO "A "S UI Z3 C_Nll STING-C-L.. T'""' "=A SECTION Al-A TE-11E.L. .NLUEN SURAT AST. DI'ST _'R ­=' T­ A" LEE 0 ­GlIH..RA.0 Ul AN.E ASTI. m rEl APPATNTIREII-OZE AITI D-17 1 F_GS ...... RE _V D_ Fl 1) THE SVVHIP INFORMATION SIGN MUST BE LOCATED NEAR THE ENTRARCE-T OF THE SITE, RE _1 ­-I REEMITTI., AD- AS'S -ENT A T��! "FE. BUD . DA. .'OR' SICITHA IT IS ICCESSlSlEATE­E BY THE GENERAL PUBLIC. 81T NOT OBSTRUCTING DIC B1 3 VILVS AS TO CAUSE A SAFETY MODERATE TO 81 ON FLOW GEOT-LE ­111 IFFID-10. SABLE F-FORTIES I UNITS 2) ALL 11STED DOCUMENTS MIST BE ­NTAIIED 11 A CLEARLY READABLE CONDITION AT ALL Ww-1 1:: i : ; N 0 C`Q NIESTI 111111T CONSTRUCTION AND UNTIL THE NONCE-OF-TERAtNATION NOT) IS FILED IRAI TEIIL: ""IT" 11 FOR G_E E.I.EN' Tll PERMIT TE_ TRIP ­EG_ 'I ELONGATION N�N­­ ASTI (H- DEFTHI 3) C NTRACTOR SHALL 111T OTHER STORM WATER AND'OR EROSION AND SENMENT CONTROL ISOMETRIC VIEW LUEN URET A T.G TA 11ITZQE "ABRIl RELA ED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AlEICY SECTION �A m9.. 2 g - � maw TRIFEZ IDTEAR 1- 1- �S ITIS U, HALLBEIGATED OUTSIDE OF PUBLIC RGII-Q­1 AND EARBIEITE UNLESS 'RESISTANCE A" ` 'I ..-M"A'. I.Al I I I. P.R ARAT 1.N .0 111— APPROVED By THE GO­NIINl AGE- APPARENT -IN. IF ASTM ­7:5 TO REVE YCHUSHLL I .-PACTED I ... HAND HOT USE IN -P. A.FAE ­ PON..G 1� T 1, A 5) ClITRACTIR 15 RESPONSIBLE FOR ENSURING STABILITY I, THIS ­HP INFORMATION SION MAY CAUSE lR.FlIl -AIDS AST11 ­.; SECTION B-B H, SWPPP INFORMATION SIGN (SS) SILT DIKE ON EXISTING PAVEMENT (SDP) FILTER SACKS - INLET PROTECTION (IP-1) m L3 -° E I PROVIDE SEDIMENT T HAR ON COAVI GRADIENT SIDE (OR BOTH SCES) AS REQUIRED E. 2 SLIFACE STIlE TO— lElIl-lT TRIP VITTH HIGH VOLUME -ER FLOW.E NEEDED TO IIINTIII CLEAN CF ­�_E N ZENTTRI'l.11.111,LOC IISIDE 01 THE -D AT I MI.I.T. IRT.GE A. REN., E, GIL F,;,Tlf ,I.. BE- S-P SITE 1111 FIR LICITIII OF ELF-Il TRAPAD S ­ITRACTORIOLIC E Uj P ,HE _TPIGTGH ;;T TO PA. I TRAFFIC :ROM ­11 11-Till I BYPASSING THE EXII 0z CONSTRUCTION EXIT (CE) THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION 01 EXISTING UTILITIES AS SHOWN r 0 ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF a ell THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, u C3 0 BUM 7W DIG MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES o NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES ATL ST 72 HOURS BEFORE ANY EXCAVATION TO CFG6.2 • aswmwnemm REQUEST EXACT FIELD LOCATIONS OF UTILITIES. 2 of 50 A B C D E F tr s H G S S _ € �°. $sy I '! 0:. , ` 1 10 1 11 12 KEYED NOTES O A. CONTRACTOR TO MAINTAIN EXISTING POTABLE WATER POINT OF CONNECTION. CONTRACTOR TO VERIFY SIZE OF SERVICE LATERAL PRIOR TO ORDERING MATERIALS. MINIMUM 2" POTABLE WATER SERVICE LATERAL AND VALVE TO BE PROVIDED IF EXISTING IS UNDERSIZED, B. PROPOSED 2" POTABLE WATER METER. REFER TO SHEET CFG9.0 FOR DETAIL. C. PROPOSED TEMPORARY SAMPLING POINT. REFER TO SHEET CFG9.0 FOR DETAIL. D. PROPOSED 2" REDUCED PRESSURE BACKFLOW PREVENTER. REFER TO SHEET CFG9.0 FOR DETAIL. E. PROPOSED 2" PE (DR21) DOMESTIC WATER SERVICE. MAINTAIN 36" OF COVER. (64 LF TOTAL) F, PROPOSED LOCATION FOR 2" POTABLE WATER TIE IN TO THE BUILDING. REFER TO ARCHITECTURAL PLANS FOR DETAILS, QG. EXISTING SANITARY FORCEMAIN. 2 H. PROPOSED NEW PRIVATE 2" DR21 PVC SANITARY FORCEMAIN TO RECONNECT TO NEW LIFT STATION LOCATION (t 04' LF). CONTRACTOR TO FIELD VERIFY LOCATION AND INVERTS PRIOR TO CONSTRUCTION. (SEE NOTE N6) MAINTAIN 36" OF COVER. L PROPOSED PRIVATE LIFT STATION WET WELL. REFER TO SHEET CFG9.5 FOR DETAIL. J. PROPOSED 6" SDR -26 PVC SANITARY SEWER SERVICE. SANITARY SEWER PIPE TO BE RUN AT A MINIMUM SLOPE OFt%- K. PROPOSED CLEANOUT AND LOCATION FOR SANITARY SEWER TIE IN TO THE BUILDING. REFER TO ARCHITECTURAL PLANS FOR DETAILS. L. PROPOSED POINT OF CONNECTION FOR TELEPHONEICABLE SERVICE. CONTRACTOR TO COORDINATE WITH TELEPHONE COMPANY, M. CONTRACTOR TO PROVIDE UNDERGROUND CONDUIT FOR TELEPHONEICABLE. REFER TO THE ARCHITECTURAL ELECTRICAL PLANS FOR CONDUIT SIZES. CONTRACTOR TO COORDINATE WITH TELEPHONE COMPANY FOR CONDUIT SPECIFICATIONS. N. PROPOSED POINT OF CONNECTION FOR ELECTRICAL SERVICE. EXISTING OVERHEAD ELECTRIC LINE TO BE CONVERTED TO AN UNDERGROUND ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH ELECTRIC COMPANY. O. PROPOSED PRIMARY UNDERGROUND ELECTRICAL CONDUITS. REFER TO THE ARCHITECTURAL ELECTRICAL PLANS FOR CONDUIT SIZES, CONTRACTOR TO COORDINATE WITH ELECTRIC COMPANY FOR CONDUIT SPECIFICATIONS. P. PROPOSED DIRECTIONAL DRILL UNDER PAVEMENT FOR THE INSTALLATION OF ELECTRICAL CONDUIT. (10 LF DIRECTIONAL DRILL) Q. PROPOSED TRANSFORMER AND PAD. CONTRACTOR TO COORDINATE WITH THE ELECTRIC COMPANY FOR PAD REQUIREMENTS AND TRANSFORMER INSTALLATION. R. PROPOSED SECONDARY UNDERGROUND ELECTRICAL CONDUITS. REFER TO THE ARCHITECTURAL ELECTRICAL PLANS FOR CONDUIT SIZES. S. PROPOSED ELECTRIC METER LOCATION FOR UNDERGROUND ELECTRICAL TIE IN TO THE BUILDING, REFER TO ARCHITECTURAL PLANS FOR DETAILS. T. PROPOSED UNDERGROUND FUELTANKS. REFER TO FUEL PLANS FOR DETAILS. U. PROPOSED UNDERGROUND FUEL PIPING SHOWN FOR REFERENCE ONLY. REFER TO TANK PLANS FOR SPECIFICS. V. PROPOSED VENTS STACK ASSEMBLY FOR UNDERGROUND FUEL TANKS. REFER TO TANK PLANS FOR DETAILS. QW. PROPOSED GAS FUEL DISPENSER AND ISLAND. X. PROPOSED (1) -31N t DIESEUGAS DISPENSER AND ISLAND. Y. PROPOSED 314" HOSE BIB. QZ. PROPOSED 4" STEEL SLEEVE FOR FUTURE NATURAL GAS CONNECTION ALONG SEBASTIAN BOULEVARD. NOTES: 1. REFER TO SHEET CFG15 0 FOR GENERAL NOTES 2. REFER TO SHEET CFG3 0 FOR SITE DEMOLITION PLAN. 3. REFER TO SHEET CFG5.0 FOR SITE GRADING AND DRAINAGE PLAN. 4. REFER TO SHEET CFG8.0 FOR SITE LANDSCAPING PLAN. 5, REFER TO SHEET CFG8 _3 FOR SITE IRRIGATION PLAN. 6. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND / OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING COMPLETE OR EXACT. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 7. REFER TO ARCHITECTURAL PLANS FOR SITE ELECTRICAL PLANS. Q 8. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. INDIAN RIVER CIUNTY BENCHMARK BM005019 (ELEVATION 21 t5' NAVD BS) 13 2 y^, ,t CONVERSION TO NGVD 29 (11.44) . SANITARY SEWER SCHEDULE DOWNSTREAM PIPE INFORMATION STRUCTURE STRUCTURE GRATE /E OPI INVERT ELEV. PIPE LENGTH PIPE PERCENT NUMBER TYPE RIM ELEV. (FEET) SIZETYPE SLOPE SAN -1 CLEANOUT 2340 20.22 42 6" PVC 100% SAN -2 LIFT STATION 23.60 19 -60 (6" PVC) STATE' - - - -- ROAD 512 __ - _ .._. - - -- M C) IxI W N N m ILL 0 ��(y Z Z J i Q 2' H C Q Lu ®_ m M U) 0- �0U J M > Z m 0 cg~ W ca � r r 03 :3 � W U (" U) � z O O ©O s m 4 02 0 Q KUZ Wo< 5_�LL U L � kinE 2m ? EaLL Lo N U Lo r ty 11 v U LL U o T m m a co m cj) D U =3 em m�a5am T. ur�°> ;5�� a�omx °s °mm m E A�� d m H —� meo'9_yU f w 30 (7 Z O U I So CFG7.0 J of 50 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDIOR ELEVATION OF EXISTING UTILITIES AS SHOWN 'E ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF 15. ALMM C= ®11 THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, R9 YOU DIG MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE Wa`�?ea.'x.Caeeev CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO •COO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. M C) IxI W N N m ILL 0 ��(y Z Z J i Q 2' H C Q Lu ®_ m M U) 0- �0U J M > Z m 0 cg~ W ca � r r 03 :3 � W U (" U) � z O O ©O s m 4 02 0 Q KUZ Wo< 5_�LL U L � kinE 2m ? EaLL Lo N U Lo r ty 11 v U LL U o T m m a co m cj) D U =3 em m�a5am T. ur�°> ;5�� a�omx °s °mm m E A�� d m H —� meo'9_yU f w 30 (7 Z O U I So CFG7.0 J of 50 SECTION A -A SCALE: 1 -5' TOTAL LANDSCAPE REQUIREMENTS AREA REQUIREMENT PROVIDED BARBER STREET (NE) 5 CANOPY TREES 5 TREES (4 IRONWOOD, 1 EXISTING PALM 8 2 SABAL PALMS - 11 (65) 3 FOOT HIGH HEDGE AND 22 SHRUBS (65) 3- HIGH GREEN SCHEFFLERA HEDGE AT 24" O.C. AND (34) FLAX LILY SHRUBS SEBASTIAN BLVD. (NW) ADJACENT PROPERTY (SW) SOUTHEAST BOUNDARY OFFSTREET PARKING OPEN SPACE 9 CANOPY TREES 9 CANOPY TREES (6 IRONWOOD, 3 SABALS, AND 1 EXISTING OAK -2 CREDITS) 11 UNDERSTORY TREES 11 TREES (CRAPE MYRTLE) (113) CONTINUOUS 1.5' -2.5' HIGH HEDGE (113).3' HIGH GREEN SCHEFFLERA HEDGE AT 24" O.C. CONTINUOUS 1.5.3' HIGH BERM CONTINUOUS 1.5' HIGH BERM 3 CANOPY TREES 3 TREES (MAGNOLIA) (46) 3 FOOT HIGH HEDGE AND 15 SHRUBS (46)3' HIGH GREEN SCHEFFLERA HEDGE AT 24' O.C. AND (20) FLAX LILY SHRUBS 9 CANOPY TREES 9 TREES (HOLLY) (57) 6 FOOT HIGH HEDGE AND 38 SHRUBS (57) 6' HIGH MYRSINE HEDGE AT 48" O.C. AND 46 SOCIETY GARLIC SHRUBS 5 CANOPY TREES 4 CANOPY TREES 5 TREES (4 MAGNOLIAS AND 3 SABALS = 1) 4 TREES (RED CEDAR) SCREENING AND BUFFER YARD REQUIREMENTS: 1. REQUIRED SCREENING OF ABUTTING RESIDENTIAL AND NONRESIDENTIAL USES. IN ORDER TO MAINTAIN STABILITY OF RESIDENTIAL AREAS, NONRESIDENTIAL DEVELOPMENT WITHIN OR ABUTTING RESIDENTIAL DISTRICTS AND MULTIPLE - FAMILY DEVELOPMENT ABUTTING SINGLE - FAMILY RESIDENTIAL DISTRICTS SHALL PROVIDE A WALL, FENCE, LANDSCAPED EARTH BERM, PLANTED VEGETATION, OR EXISTING VEGETATION, OR ANY COMBINATION THEREOF SO AS TO PROVIDE A CONTINUOUS 90% OPAQUE SOLID SCREEN NOT LESS THAN 5 FEET IN HEIGHT TO FORM A CONTINUOUS SCREEN ALONG SUCH ABUTTING PROPERTY LINES. IN ADDITION, 1 TREE SHALL BE PROVIDED FOR EACH 25 LINEAL FEET OR FRACTION THEREOF OF SUCH LANDSCAPE BARRIER. WHERE A CONFLICT EXISTS WITH THE STANDARDS OF THIS PARAGRAPH, THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL. 2. DESCRIPTION OF SCREENING TYPES. THREE (3) BASIC TYPES OF SCREENING ARE HEREBY ESTABLISHED: TYPE "A ", OPAQUE SCREEN; TYPE "B ", SEMI -OPAQUE SCREEN; AND TYPE "C ", INTERMITTENT SCREEN. TYPE "A" SCREEN IS UTILIZED ON THE SOUTHEAST. a. TYPE "A' OPAQUE SCREEN. AN OPAQUE SCREEN IS INTENDED TO COMPLETELY EXCLUDE ALL VISUAL CONTACT BETWEEN USES. THE TYPE "A" SCREEN SHALL BE COMPLETELY OPAQUE. FROM THE GROUND UP TO A HEIGHT OF AT LEAST SIX FEET, WITH LARGE TREES UTILIZED AS INTERMITTENT VISUAL OBSTRUCTIONS FROM THE OPAQUE PORTION TO A MATURE HEIGHT OF AT LEAST 20 FEET. THE OPAQUE SCREEN MAY BE COMPOSED OF A WALL, FENCE, LANDSCAPED EARTH BERM, PLANTED VEGETATION, OR EXISTING VEGETATION, OR ANY COMBINATION THEREOF WHICH MAINTAINS A COMPLETELY OPAQUE SCREEN OF AT LEAST 6 FEET IN HEIGHT. COMPLIANCE OF PLANTED VEGETATION SCREENS OR NATURAL VEGETATION WILL BE JUDGED ON THE BASIS OF THE AVERAGE HEIGHT AND DENSITY OF FOLIAGE OF THE SUBJECT SPECIES AT THE TIME OF PLANTING, OR FIELD OBSERVATION OF EXISTING VEGETATION. THE 6 FOOT OPAQUE PORTION OF THE SCREEN MUST BE OPAQUE IN ALL SEASONS OF THE YEAR. SOUTHEAST - 6 FOOT HEDGE AND 9 TREES (228125) REQUIRED 6 FOOT HEIGHT HEDGE AND 9 TREES PROVIDED 3. GENERAL STANDARDS FOR SCREENING AND BUFFER YARDS. IN ADDITION TO THE COMMERCIAL LANDSCAPE REQUIREMENTS WHERE SCREENING OR BUFFERING IS REQUIRED, THE FOLLOWING SHALL ALSO APPLY: a. LANDSCAPED BUFFER STRIP REQUIRED. A LANDSCAPED BUFFER STRIP NOT LESS THAN TEN FEET IN WIDTH SHALL BE PROVIDED IN CONJUNCTION WITH ALL SCREENING REQUIRED HEREIN. THE BUFFER STRIP MAY BE CONTAINED WITHIN REQUIRED SETBACKS. EACH BUFFER STRIP SHALL BE LANDSCAPED WITH GROUND COVER (PREFERABLY NATIVE SPECIES) IN ADDITION TO THE REQUIRED SCREENING MATERIALS AND TREES. THE LANDSCAPE STRIP SHALL CONTAIN NO PARKING AREA OR STORMWATER MANAGEMENT. b. TREE PLANTINGS REQUIRED AS INTERMITTENT OBSTRUCTIONS. ALL SCREEN TYPES CA", -B ", OR "C ") SHALL INCLUDE ONE TREE FOR EACH 25 LINEAL FEET OR FRACTION THEREOF OF SCREEN LENGTH. SUCH TREES SHALL SATISFY THE REQUIREMENTS FOR INTERMITTENT VISUAL OBSTRUCTIONS FOR ALL TYPES OF SCREENS. THE ABOVE TREES ARE IN ADDITION TO THE TREES REQUIRED UNDER THE COMMERCIAL TREE REQUIREMENTS ABOVE. ALL TREES REQUIRED BY THIS PROVISION SHALL BE PLANTED IN THE BUFFER STRIP. TREES SHALL BE PLANTED TO MAXIMIZE SCREENING EFFECT. 4. GRADING OF BERMS, WHENEVER BERMS ARE UTILIZED, THEY SHALL BE CONSTRUCTED WITH A GRADE NOT TO EXCEED ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1:3 SLOPE) WITH A FOUR -FOOT WIDE FLAT TOP FOR PLANTINGS. 5. FRONT YARDS, VISIBILITY TRIANGLES. THE ABOVE STANDARDS NOTWITHSTANDING, NO SCREENING SHALL BE REQUIRED WHICH CONFLICTS WITH FRONT YARD FENCE OR WALL HEIGHT LIMITATIONS OR REQUIRED VISIBILITY TRIANGLES. COMMERCIAL IRRIGATION STANDARDS: 1. ALL COMMERCIAL SITES SHALL PROVIDE A PERMANENT IRRIGATION SYSTEM FOR ALL LANDSCAPE AREAS AND SHALL INCLUDE THE.FOLLOWING: a. ALL IRRIGATION SYSTEMS SHALL BE DESIGNED TO AVOID SURFACE RUNOFF, OVERSPRAY, OR SIMILAR CONDITIONS WHERE WATER FLOWS ONTO ADJACENT PROPERTY, NON - IRRIGATED AREAS, WALKS, ROADWAYS, OR STRUCTURES. b. IRRIGATION SYSTEMS SHALL USE DRIP, TRICKLE, LOW FLOW SPRINKLER HEADS OR ANY OTHER RECOGNIZED METHOD OF LOW VOLUME, HIGH EFFICIENCY IRRIGATION AND SHALL BE DESIGNED TO APPLY WATER UNIFORMLY OVER THE IRRIGATED AREA. c IRRIGATION SYSTEMS DESIGN FLOWS SHALL MEET PEAK IRRIGATION REQUIREMENTS OF THE PLANT MATERIAL d. SPRINKLER SPACING SHOULD NOT EXCEED MANUFACTURER'S RECOMMENDATIONS. e. SPECIAL ATTENTION SHALL BE GIVEN TO AVOID EROSION DUE TO RUNOFF ON SLOPES. L RAIN SENSING OVERRIDE DEVICES SHALL BE REQUIRED ON ALL AUTOMATIC IRRIGATION SYSTEMS. SOIL MOISTURE SENSING DEVICES ARE ENCOURAGED. g. FOR THOSE SITES WHERE THE INSTALLATION OF RECLAIMED WATER SYSTEM IS FEASIBLE AND MEETS ALL REGULATORY REQUIREMENTS, SUCH A SYSTEM SHALL BE INSTALLED. WHERE SUCH RECLAIMED WATER IS NOT AVAILABLE, WELL WATER SHOULD BE USED. ANY IRRIGATION SYSTEM CONNECTED TO THE DRINKING WATER SUPPLY SHALL HAVE A CROSS CONNECTION DEVICES APPROVED BY THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT. h. A MAINTENANCE PLAN SHALL BE PROVIDED. 2. A SEPARATE PERMIT IS NEEDED FOR THE INSTALLATION OF THE IRRIGATION WELL AND SYSTEM. I 4 f i fG 'G ?.CJ E S7 1tl Ei ROAD— 57-2- 0 20' 40' 31 of J V w 0r�--r .. vJ Z R O CO N J LL >Q U co F.. gi? Q �LQ co W 1n LL O LL 4 J m ISQ Z J Q LU F- W CO a < CO W 7 to DATE 02/14/2014 PROJECT NUMBER CSG07 -13CFS SHEET NUMBER rCFG8.0 PLANT LEGEND PLANT SCHEDULE CANOPYTREES: u gm CC 0 SA CODE QTY. BOTANICAL NAME CC 10 Carpinus camllolana COMMON NAME IRONWOOD SPECIFICATIONS BBB, MIN. 12' x 6', 5'CT NATIVE YES WATER USE ZONE HDT mJ � IC 9 Ilex-11 ne DAHOON HOLLY BBB, MIN. 12'x 6, 5'CT YE MDT ////�� DT IS 4 Junlperus silicicda'Brodie' MG 7 Magnolia 9randiflom SOUTHERN RED CEDAR SOUTHERN MAGNOLIA BBB, MIN. 12'. 6', 5' CT BBB, MIN. 12' x 6', F CT YES VES HDT MDY m n° a .. E z IC Y HP UNDERSTORY TREES: NAME SPECIFICATIONS NATIVE WATER USE ZONE z� CODE QTY. BOTANICAL NAME COMMON WHITE CRAPE MYRTLE 886, MIN. B' IN HT., 1 112 "CAL.. 5' CT NO HDT JS BF LI 11 Lagershoemia indlca'Natch& PALMS: c o m m n a' TA CODE QTY: BOTANICAL NAME SP 8 Sabal Palmetto COMMON NAME CABBAGE PALM SPECIFICATIONS BBB, MIN. 12' CT, SLICK NATIVE YES WATER USE ZONE HDT MG HEDGES: N CODE V. NAME COMMON NAME .SPECIFICATIONS NATIVE WATER USE ZONE 71 R pane pu RP 71 RaPanea arbaric SA 224 Sche(Oera arbodrnla GREEN NE GREEN SCHEFFLERA 25 GAL., MIN. 6 -IN HT., FULL, D.C. O.C. 7 GAL., MIN. 36° IN HT., 24" C YES NO MDT HDT � y LI 0 RP O a m SHRUBS: CODE QTY. BOTANICAL NAME DT 125 Dianella tasmanlw COMMON NAME VARIGATED FLAX LILY SPECIFICATIONS 3 GAL, MIN, 24" IN HT., FULL, 24' O.G NATIVE NO WATER USE ZONE MDT o 0 SP HP 125 Hamelia patens FIREBUSH 3 GAL., MI N. 24" IN HT., 24' O.C. NO HDT GROUNDCOVERS CODE QTY. BOTANICAL NAME COMMON NAME SPECIFICATIONS NATIVE WATER USE ZONE BF 133 Bulbine fMescens'HaHmark' ORANGE BULSINE 1 GAL., 12" X 12", FULL, 18" O.C. NO HDT ti TA 98 Trachelospennum asiagcum'Minima_dagata' VARIGATED MINIMA JASMINE 1 GAL., FULL, 18'O.C. NO MDT w N 175 Tulbaghia vialacea SOCIETY GARLIC 1 GAL., 12" X 12", FULL, 18" O.C. NO MDT o z LANDSCAPE SPECIFICATION REQUIREMENTS: O O w 1. ALL PLANTS TO BE FLORIDA GRADE #1 OR BETTER. U ¢ 2. ALL BEDS TO BE MULCHED WITH 3" LAYER OF PINE BARK NUGGETS OR APPROVED EQUAL. 3. ALL PLANT MATERIAL SHALL BE WATERED VIA AN AUTOMATICALLY TIMED AND CONTROLLED PERMANENT UNDERGROUND IRRIGATION SYSTEM, a 4. ALL PLANT BEDS SHALL BE FILLED WITH NATIVE TOPSOIL INCORPORATED WITH ORGANIC MATTER, FREE OF WEEDS AND GRASSES. w 5. ALL SOD TO BE ARGENTINE BAHIA y 6. CANOPYTREES MUST MEET THE MINIMUM HEIGHTAND WIDTH SPECIFIED, w lwl O z S € 26 46 LOCATION OF PUMP AND WELL a v NP N ._ _ .._ < a z _w _ O _ SO _ _ 14 n RP .1 m m RP IC JS \ 62.6]'_) 1 �_ 6i n. m z. 3 v _ i S7 1tl Ei ROAD— 57-2- 0 20' 40' 31 of J V w 0r�--r .. vJ Z R O CO N J LL >Q U co F.. gi? Q �LQ co W 1n LL O LL 4 J m ISQ Z J Q LU F- W CO a < CO W 7 to DATE 02/14/2014 PROJECT NUMBER CSG07 -13CFS SHEET NUMBER rCFG8.0 LANDSCAPE REQUIREMENTS - SEBASTIAN COMMERCIAL TREE REQUIREMENTS: 1. TREES ALONG PUBLIC STREETS. ONE TREE FOR EACH 25 LINEAL FEET OR FRACTION THEREOF ALONG ALL PUBLIC STREETS, WITH A MINIMUM OF TWO TREES ON ANY ONE STREET FRONTAGE. BARBER STREET- 13OLF/25= 5.2 TREES REQUIRED 5 TREES PROPOSED UNDER POWERLINES (INCLUDING 1 EXISTING PALM) SEBASTIAN BLVD. - 226LF/25 = 9 CANOPY TREES REQUIRED, 226LF/20 = 11 UNDERSTORY TREES REQUIRED, CONTINUOUS 15-2.5' HIGH HEDGE, AND CONTINUOUS 1.54 HIGH BERM 9 CANOPY TREES, 11 UNDERSTORY TREES, 3' HIGH CONTINDUS HEDGE, AND BERM PROPOSED UNDER POWERLINES (INCLUDING 1 EXISTING OAK -2 CREDITS) 2. TREE REQUIREMENT ALONG PERIMETER NOT ADJACENT TO THE RIGHT -OF -WAY, ONE TREE FOR EACH 35 LINEAL FEET OR FRACTION THEREOF OF THE PERIMETER OF THE PROPERTY NOT ADJACENT TO PUBLIC STREETS. SOUTHWEST BOUNDARY - 92LF/35= 3 TREES REQUIRED 3 TREES PROPOSED SOUTHEAST BOUNDARY - 228LF/25 =9 TREES REQUIRED 9 TREES PROPOSED 3. TREE REQUIREMENTS FOR OFF -STREET PARKING AREAS, THERE SHALL BE ONE TREE FOR EVERY FIVE PARKING SPACES OR FRACTION THEREOF. 24 SPACES PROPOSED /5 = 5 TREES REQUIRED 5 TREES PROPOSED 4. TREE SPECIFICATIONS FOR OPEN SPACE. OPEN SPACE SHALL INCLUDE ALL REQUIRED OPEN SPACE, AS IDENTIFIED IN THE APPROVED SITE PLAN. SUCH OPEN SPACE AREAS SHALL NOT INCLUDE WATER AREAS. THERE SHALL BE ONE TREE PER 2,000 SQUARE FEET, OR PORTION THEREOF, OF OPEN SPACE. 7,980 SF OF OPEN SPACE REQUIRED/2000 =4 TREES REQUIRED 4 TREES PROPOSED 5. LOCATION OF TREE PLANTINGS. TREES SHOULD BE SPACED IN CLUSTERS OR SITUATED IN STRATEGIC LOCATIONS CONSISTENT WITH GOOD PRINCIPLES OF DESIGN AND PLANT INSTALLATION WITH CONSIDERATION FOR UTILITIES, STORMWATER MANAGEMENT, AND POTENTIAL ROOT DAMAGE TO SIDEWALKS AND VEHICULAR AREAS. S. CREDIT FOR EXISTING TREES. CREDIT SHALL BE GRANTED FOR EXCEPTIONAL QUALITY TREES WHICH ARE PRESERVED ON A SITE AND WHICH MEET THE TREE REQUIREMENTS OF ANY LANDSCAPING PROVISION OF THIS ARTICLE.. ALL EXISTING TREES THAT MEET THE FOLLOWING CRITERIA MAY BE APPLIED TOWARDS MEETING THE MINIMUM NUMBER OF TREES AS REQUIRED IN THIS SECTION. EXISTING TREES: SIZE(DBH IN INCHES) CREDIT 2 TO 4INCHES ONE TREE 0 ER4TO10 INCHES TWOTREES OVER 10 TO 20 INCHES THREE TREES OVER 20 INCHES FIVE TREES. PALM TREES MAY BE UTILIZED ON A ONE -FOR -ONE CREDIT BASIS. COMMERCIAL LANDSCAPING REQUIREMENTS: 1. GENERAL REQUIREMENTS FOR LANDSCAPED AREAS. LANDSCAPED AREAS SHALL INCLUDE A COMBINATION OF THE FOLLOWING TYPES OF MATERIALS: TREES, SHRUBS, ANNUALS AND /OR PERENNIAL PLANTS, VINES, AND OR GROUND COVER. NO MORE THAN 50% GRASS SHALL BE USED IN THE LANDSCAPE AREA. THE USE OF EXISTING NATIVE VEGETATION INCLUDING GROUND COVER, SHRUBS, AND TREES, IS STRONGLY ENCOURAGED. 7,900 SF OF OPEN SPACE X 50 %= MAXIMUM 3,994 SF OF SOD REQUIRED 3,632 SF OF SOD PROPOSED 2. PERIMETER LANDSCAPE STRIP. A LANDSCAPE STRIP SHALL BE PROVIDED ON THE ENTIRE PERIMETER OF ALL COMMERCIAL PROPERTY, EXCEPT PROPERTIES WITH ZERO-FOOT SETBACKS. THE LANDSCAPE STRIP SHALL BE A MINIMUM OF TEN FEET IN WIDTH; HOWEVER, PROPERTY HAVING A WIDTH OR DEPTH OF 50 FEET OR LESS, THE REQUIRED LANDSCAPE STRIP MAY BE REDUCED TO FIVE FEET IN WIDTH. 10 FEET WIDE LANDSCAPE ARE REQUIRED 10 FOOT WIDE LANDSCAPE AREA PROVIDED ON ALL SIDES IN ALL RESIDENTIAL OR COMMERCIAL DISTRICTS, THE BARRIER, HEDGE, OR LANDSCAPE BERM SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT; EXCEPT IN COMMERCIAL DISTRICTS, WHERE THE BARRIER, HEDGE OR LANDSCAPED BERM ALONG STREET RIGHTS-OF -WAY SHALL BE A MINIMUM OF THREE FEET IN HEIGHT. IN ADDITION, THERE SHALL BE A MINIMUM OF ONE SHRUB FOR EACH SIX LINEAL FEET OF THE REQUIRED LANDSCAPE STRIP. SOUTHEAST - 6 FOOT HEDGE AND 30 SHRUBS REQUIRED 6 FOOT HEIGHT HEDGE AND A MINIMUM OF 38 SHRUBS PROVIDED NORTHWEST 25 FOOT HEDGE 3 FOOT HEIGHT HEDGE PROVIDED SOUTHWEST 3 FOOT HEDGE AND 15 SHRUBS REQUIRED 3 FOOT HEIGHT HEDGE AND A MINIMUM OF 15 SHRUBS PROVIDED NORTHEAST - 3 FOOT HEDGE AND 22 SHRUBS REQUIRED 3 FOOT HEIGHT HEDGE AND A MINIMUM OF 22 SHRUBS PROVIDED 3. INTERIOR LANDSCAPE REQUIREMENTS. a. OFF-STREET PARKING AREAS. OFF - STREET PARKING AREAS SHALL BE LANDSCAPED WITH A MINIMUM OF 15 SOUARE FEET OF LANDSCAPE AREA FOR EACH PARKING SPACE. EACH LANDSCAPE AREA SHALL BE A MINIMUM OF 50 SQUARE FEET IN SIZE. 24 X 15 = 360SF REQUIRED 381 SF PROVIDED b. USE OF INTERIOR LANDSCAPE STRIPS. INTERIOR PARKING LANDSCAPING SHALL, INSOFAR AS POSSIBLE, BE USED TO DELINEATE AND GUIDE MAJOR TRAFFIC MOVEMENT WITHIN THE PARKING AREA AND TO PREVENT CROSS SPACE DRIVING WHEREVER POSSIBLE. LANDSCAPING DIVIDING STRIPS, WITH OR WITHOUT WALKWAYS, SHALL BE USED TO SUBDIVIDE PARKING AREAS INTO PARKING BAYS WITH NOT MORE THAN 30 SPACES, PROVIDED THAT NO MORE THAN 15 SPACES SHALL BE IN AN UNINTERRUPTED ROW. NA 4. PARKING LOT LANDSCAPING REQUIREMENTS. LANDSCAPING SHALL BE PROVIDED AROUND THE PERIMETER OF OFF - STREET PARKING AREAS, LOADING AREAS, OR OTHER VEHICULAR USE AREAS PURSUANT TO THE FOLLOWING STANDARDS: a. A LANDSCAPE STRIP AT LEAST TEN FEET IN WIDTH SHALL BE LOCATED BETWEEN THE ABUTTING PROPERTY LINES AND PARKING. LOADING OR OTHER VEHICULAR USE AREA EXCEPT WHERE PERMITTED DRIVEWAY OPENINGS ARE TO BE PROVIDED. 10 FEET WIDE LANDSCAPE STRIP REQUIRED- 1 0 FOOT WIDE LANDSCAPE STRIP PROVIDED. b. A HEDGE SHALL BE PLANTED WITHIN THE LANDSCAPE AREA AND SHALL BE A MINIMUM OF THREE FEET IN HEIGHT AND FORMA SOLID AND UNBROKEN VISUAL SCREEN IMMEDIATELY UPON PLANTING. 3 FOOT HEDGE IS REQUIRED. MINIMUM OF 3 FOOT HEDGE PROVIDED. c PARKED VEHICLES MAY OVERHANG A LANDSCAPE STRIP NO MORE THAN 24 INCHES, PROVIDED CURBING OR OTHER WHEEL STOPS ARE INSTALLED TO INSURE NO GREATER OVERHANG OF THE LANDSCAPE STRIP. 5. SPECIFICATIONS FOR WING PLANT MATERIALS. a. TREES. IMMEDIATELY AFTER PLANTING, ALL TREES SHALL BE A MINIMUM OF 6 FEET IN HEIGHT, HAVE A MINIMUM DIAMETER OF ONE AND ONE -HALF INCHES OR A CIRCUMFERENCE OF FOUR AND SEVEWTENTHS INCHES DBH, AND SHALL HAVE A MINIMUM OF FIVE FEET OF CLEAR TRUNK SPACE IF NECESSARY TO PRESERVE A SAFE SIGHT DISTANCE FOR TRAFFIC SAFETY. TREES SHALL BE OF A SPECIES HAVING AN AVERAGE MATURE CROWN OF GREATER THAN 20 FEET AND HAVING TRUNKS THAT CAN BE MAINTAINED WITH OVER 6 FEET CLEAR WOOD. TREES OR PALMS HAVING AN AVERAGE MATURE CROWN SPREAD OF LESS THAN 20 FEET MAY BE SUBSTITUTED BY GROUPING THE SAME SO AS TO CREATE THE EQUIVALENT OF A 20 -FOOT CROWN SPREAD. SUCH A GROUPING SHALL COUNT AS ONE TREE TOWARD MEETING THE TREE REQUIREMENT. FIFTY PERCENT OF THE TREES SHALL BE NATIVE AND DROUGHT TOLERANT, PALMS SHALL CONSTITUTE NO MORE THAN 35% OF THE TOTAL TREE REQUIREMENTS AND SHALL HAVE A MINIMUM OF 6 FEET OF CLEAR WOOD. NO TREE SPECIES SHALL ACCOUNT FOR MORE THAN 50% OF THE TOTAL NUMBER OF TREES. b. SHRUBS AND HEDGES. SHRUBS AND HEDGES SHALL BE USED TO COMPLEMENT THE TREE PLANTING. INDIVIDUALLY PLANTED SHRUBS SHALL BE A MINIMUM OF 24 INCHES IN HEIGHT IMMEDIATELY AFTER PLANTING. SHRUBS PLANTED FOR REQUIRED HEDGES SHALL MEET THE MINIMUM HEIGHT REQUIREMENTS AFTER PLANTING. ADDITIONALLY, WHENEVER POSSIBLE ALL SHRUBS AND HEDGES SHALL BE PLANTED IN OFFSET ROWS IN ORDER TO CREATE A MORE IMMEDIATE VISUAL BARRIER. c. GROUNDCOVERB. GROUNDCOVERS ARE PLANTS THAT NORMALLY REACH A MATURE HEIGHT OF NO MORE THAN 24 INCHES. ROOTED CUTTINGS FROM FLATS SHALL BE PLANTED NO MORE THAN 12INCHES ON CENTER, AND CONTAINERIZED WOODY SHRUB GROUNDCOVERS SHALL BE PLANTED NO MORE THAN 3 FEET ON CENTER GROUNDCOVERS SHALL BE PLANTED IN SUCH A MANNER AS TO PRESENT A FINISHED APPEARANCE AND 100% COVERAGE WITHIN ONE YEAR AFTER THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. d. VINES. VINES SHALL BE A MINIMUM OF 30 INCHES IN HEIGHT IMMEDIATELY AFTER PLANTING AND MAY BE USED IN CONJUNCTION WITH FENCES, SCREENS AND WALLS TO MEET PHYSICAL BARRIER REOUIREMENTS.. e. LAWN GRASS. GRASS AREAS SHALL BE PLANTED IN SPECIES NORMALLY GROWN AS PERMANENT LAWNS IN THE VICINITY OF THE CITY OF SEBASTIAN, FLORIDA GRASS AREAS MAY BE SODDED, PLUGGED, SPRIGGED OR SEEDED EXCEPT THAT SOLID SOD SHALL BE USED IN SWALES OR OTHER AREAS SUBJECT TO EROSION. I. OUALITY. ALL PLANT MATERIALS SHALL CONFORM TO STANDARDS FOR *FLORIDA NO. 1" OR BETTER. AS STATED IN "GRADES AND STANDARDS FOR NURSERY PLANTS," PART I (1973) AND PART It (1975), STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE AND CONSUMER AFFAIRS, AS AMENDED. GRASS SOD SHALL BE CLEAN AND REASONABLY FREE OF NOXIOUS PESTS OR DISEASES. g. SYNTHETIC PLANTS. SYNTHETIC OR ARTIFICIAL MATERIAL IN THE FORM OF TREES, SHRUBS, GROUND COVERS OR VINES SHALL NOT BE USED IN LIEU OF PLAIT REQUIREMENTS. 6. EXISTING NATIVE VEGETATION. THE SITE PLAN SHALL INCLUDE A DESCRIPTION OF THE EXISTING, NATURAL VEGETATION. THE NATURAL VEGETATION SHOULD BE INCORPORATED INTO THE LANDSCAPE PLAN. WHERE SUCH NATURAL VEGETATION IS TO BE USED, PROTECTIVE BARRIERS SHALL BE INSTALLED PRIOR TO LAND CLEARING_ 7.PROTECTION OF LANDSCAPE STRIPS. ALL LANDSCAPE STRIPS SHALL BE PROTECTED FROM VEHICULAR ENCROACHMENT BY RAISED CURBING. WHERE SUCH STRIPS ABUT PARKING STALLS. RAISED WHEEL STOPS SHALL BE REQUIRED TO PROTECT THE LANDSCAPE STRIPS. 8. BERMS. BERMS ARE ENCOURAGED FOR USE IN MEETING THE LANDSCAPE BARRIER REQUIREMENTS. IF BERMS ARE UTILIZED, THEY SHALL BE LANDSCAPED WITH LIVING PLANT MATERIAL TO ACHIEVE THE REQUIRED HEIGHTS. 9.MAINTENANCE REQUIREMENTS. LANDSCAPE AREAS SHALL BE PERMANENTLY MAINTAINED INCLUDING WATERING, WEEDING. PRUNING, TRIMMING, EDGING, FERTILIZING, INSECT CONTROL, AND REPLACEMENT OF PLANT MATERIALS AND IRRIGATION EQUIPMENT AS NEEDED TO PRESERVE THE HEALTH AND APPEARANCE OF PLANT MATERIALS, MAINTENANCE OF LANDSCAPING SHALL BE THE RESPONSIBILITY OF THE OWNER. SAID LANDSCAPING SHALL BE MAINTAINED IN A GOOD CONDITION SO AS TO PRESENT A HEALTHY. NEAT AND ORDERLY APPEARANCE. ALL LANDSCAPED AREAS. MUST BE EQUIPPED WITH AN IRRIGATION SYSTEM. ALL LANDSCAPED AREAS SHALL BE KEPT FREE OF WEEDS, REFUSE AND DEBRIS. IF AT ANY TIME AFTER ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR OTHER FORM OF APPROVAL, THE LANDSCAPING OF A DEVELOPMENT IS FOUND TO BE IN NONCONFORMANCE, THE BUILDING DIRECTOR SHALL ISSUE NOTICE TO THE OWNER THAT ACTION IS REQUIRED TO COMPLY WITH THE LANDSCAPE CODE AND SHALL DESCRIBE WHAT ACTION IS REQUIRED TO COMPLY. THE OWNER SHALL HAVE 30 DAYS TO RESTORE THE LANDSCAPING AS REQUIRED. 120• 120° t20° PLAN m� ALL TREES SHALL BE PLUMB VERTICALLY WITHIN ATOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE, 1. PROTECT TREE TR WITH BLACK RUBSERHOSE. 2. CIO GAUGE WIRE (NOTE FOR MULTFTRUNK TREES, USE SEPARATE GUYS TO STRONGEST TRUNKS AT CENTER GE EACH). 3, THREE 2"X 1- 00GEPOLESSPALEEVENLY ARDUNOTREE 4. 3' MINIMUM OF MULCH AS SPECIFIED. WHERETREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE B' DIAMETER IMIN.) OR AS DIRECTED BY OWNERS REPRESENTATIVE SOIL BERM TO HOLD WATER fi. FINIGHECGRADE(SEEGRADINGPL4N) 7. TOPOFRODTBALLMIN.2ABOVEFINISHED GRADE 6. B S B OR LDNTAINERQED (SEE SPECIFICATIONS FOR ROOT BALL REQPUIREMENTS} S. AREDPLANTTNGSOILASSPECIFIED. (SEE LANDSCAPE NOTES) t0 ( . OOTBALLS GREATER THAN N DWMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24' IN DIA. MAY SR ON COMPACTED EARTH NOTES: A CONTRACTORSHALLASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TD INSTALLATION. R THE CONTRACTOR ENCOUNTERS "POOR DRAINAGE CONDITIONS' THEN THE SURFACE01 THETREEROOTBALLSHALL BE P -T ABOVE SURROUNDING GRADE WITH ATOPSOIL MI %GRADUALLY MOUNTEO TO MEET THE TOP OF THE ROOTSAU_ a FINALTREESTAXINGDETAILSAND PLACEMENT TO BE APPROVED BY OWNER. C. °TREESAVER"ANCHOMNGSYSTEMMAYBE SUBSTITUTED FOR WOOD SIPXIN. SYSTEM UPON APPROVAL BY OWNER OR OWNER'S REPRESENTATIVE. Small Tree Planting SECTION (L996 TFan iq'7 NTS �. v� 'X' BEST FACE OF SHRUB/ GROUNDCOVERTO FACE + _ FRONT OF PLANTING BED REFER TO PLANT + + +T SCHEDULE FOR SPACING- 17 DEAD ZONE AT BED EDGE. PLAN TYP_ sECr1DN ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY. UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. NOTES: t. TO POFSHRUBROOTSALLSTO BE FW. i"-YHIGHWRH SOIL MOUNDING UP TO THE TOP OFROOTBALL 2. PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASSIHEIGHT. 3. 3 "MINIMUM MULCH AS SPECIFIED. 4. E%CAVATEENTIRE RED SPECIFIED FOR GROUNOCOVER BED. 5. FINISHED GRACE (SEE GRACING PLAN). S. PR EPAREDPLAHTINGSOILAS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUN6 COVERS AND SHRUBS USED IN MASSES. ENTIRE BED TO BE AMENDED W RH PLANTING SOIL MIX AS SPECIFIED, 7. SCARIFYROOTBALLSIDESANO BOTTOM Shrub /Groundcover Planting E- lSECTION HIS CONNECTION NOTE: If WIRE TIES ARE USED, AVOID DIRECT CONTACT Tree /Shrub Protector WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. BAMi ' -ii NTS Ul DRIPLINE- td� 7 a 1. B' METERPLICS CONSTRUCTION FENCE to OWNER'S BY Y CON CONNED PLASTICS OR BOOTS TO REMAIN ON TRUNK C. FINAL TREE STAKING DETAILS AND REPRESENTATIVE APPROVED EOUA L SUBMIT PRODUCT INFORMATION FO R APPROVAL PRIOR TO INSTALLATION. M 2. B'TIL METAL POSTS OR 2°x2" %6' PRESSUR E TREATED WOOD POSTS WITH 30° 2 BURIAL BELOW GRADE. -' INSTALLATION NOTES: ELEVATION Y,-lp-- DRIPLINE A. POST SELECTION SHOULD BE BASED ON E %PELTED STRENGTH NEEDS AND THE LENGTH / (TYPO OF TIME FENCE WILL BE IN PLACE FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED X FOR PARKS, ATHLETIC EVENTS AND CROWD NTS CONTROL INSTALLATIONS. METAL T' POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER APPLICATIONS. i ma B. POSTS SHOULD BE DRIVEN INTO THE GROUND TO ADEPTHOF11301FTHEHEIGHTOF THE POST. t 1 FOR EXAMPLE, A G POST SHOULD BE SET AT PLAN VIEW LEAST INTOTHEGROUND. C. SPACE POSTS EVERY 6 (MIN.) TO F (MAX.). '} D. SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONNED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO 'i PROVIDEADOMONALSUPPORTANO PROTECTION BETWEEN TIES AND POSTS. CORNER CONNECTION TRUNK CONNECTION NOTE: If WIRE TIES ARE USED, AVOID DIRECT CONTACT Tree /Shrub Protector WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. BAMi ' -ii NTS OF HARDENED TRUNK) Ul NOTES: A WASHINGTONIAPALMSSIMILARWI 7 ll 10 BOOTS INTACT. B. SEE FLANS AND SPECS. FOR PALMS WI BOOTS TO REMAIN ON TRUNK C. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY R �(- OWNER. D. CONTRACTORSHALLASSURE PERCOLATON OFALLPLANTINGPRS PRIORTDINSTALLATION.IFTHE mq ` a 121 CONTRACTOR ENCDUNTERS"POOR DRAINAGE CONDRIONS'THENTHE SURFACEOFTHETREEROOTBALL P PANTS SHALL BERUMa VERTICAY WRHINA TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE Y,-lp-- DIRECTED BY OWNER'S REPRESENTATIVE. t. MINIMRON GRA T- THER0011EDTO MEET THE TCR OFTHE ROOTBALL. Palm Planting SECTION ➢2 NTS LAN PRUNEANDTIEFRON➢SWITHHEMP TWNECABBAGE PALMSTOBE i ma t 1 SELECTIVELY"HURRICAN2 CUT', LEAVING 3-0 SMAELEN. TRIMMED < .- E d '} FRONDS. 3. S LAYERS OF BURLAP TO PROTECT ® y 2 TRUNK m ' 4. FIVE T XS"X 18' WOOD BATTENS, 0 ,.` 3 5. SECURE SATTENSWRH1- CARBON STEEL BANDS TO HOLD m Z'A 4 t BATTENS IN PLACE. NO NAILS SH_ BE DRIVEN INTO PALM. HEIGHT OF SATTENSSHALLBELOCATEDIN _ m o m Qn 4 RELATIONTOTHEHEIGHTOFTHE OA PALM FOR ADEQUATE GRACING. 6. (3)2'1(4' %B' SUPPORTS. NAIL (DRILL 5 AND NAIL IF NECESSARY) TO BATTENS AND Y XA" STAKES. FLAG AT OA= OVERALL PALM H£IGHT(MEASURED 6 MIDPOINT AND AT BASE . 7 PROVIOEFLAGGINGATMIDPOINTAND BASE. TO TOP OF BUD) CT / B. 3' SPECIFIED MULCH. CT LLEPR TRUNK C' 7 9. BERM SOIL TO HOLD WATER. U (MEASUREDTO V. FINISH GRADE t. 1%0%20 "(MIN) P.T. WOOD STAKES BOTTOM OF LEAF SHEATHS) (TYP.7 NAIL TO SUPPORT POLES. 12. PREPARED PLANTING SOIL AS d m GW =GRAY WOOD SPECIFIED. (SEE LANDSCAPE NOTES). OF HARDENED TRUNK) Ul NOTES: A WASHINGTONIAPALMSSIMILARWI 7 ll 10 BOOTS INTACT. B. SEE FLANS AND SPECS. FOR PALMS WI BOOTS TO REMAIN ON TRUNK C. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY R �(- OWNER. D. CONTRACTORSHALLASSURE PERCOLATON OFALLPLANTINGPRS PRIORTDINSTALLATION.IFTHE mq ` a 121 CONTRACTOR ENCDUNTERS"POOR DRAINAGE CONDRIONS'THENTHE SURFACEOFTHETREEROOTBALL P PANTS SHALL BERUMa VERTICAY WRHINA TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE SHALLBE q"- 6"ABOVESUNROUNDING GRAOEWIIHATOP501LMIX DIRECTED BY OWNER'S REPRESENTATIVE. GRA T- THER0011EDTO MEET THE TCR OFTHE ROOTBALL. Palm Planting SECTION NTS WIDTH VARIES -SEE PLANS 2 SEE NOTE �3 ,.3 T I _ PLANTER ISLAND NOTES 1. GROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE "ANSI 2. CLEAR ZONE: 24- MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTAU WS MULCH OR TURF, SEE PLANS. 3. 2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH. NOTES: EXCAVATE A CONTINUOUS 24' DEEP PR (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF STAND 8 BACKFILL WITH APPROVED PLANTING MIX. b. PROTECT AND RETAIN ALLCURSS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM 0YP). c. WHEN PERCOLATION RATES. ARE Y PER HOUR OR LESS, CONTRACTOR SHALL USE "POUR DRAINAGE CONORTONS- AS NOTED IN TREE / PALM PLANTING DETAIL. Planted Parking Lot Islands /Medians SECTION NTS I . FIRE HYDRANT. 2. NO PLANT EXCEEDING 12' MATURE HEIGHT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. Fire Hydrant Area PLAN NTS g C5. Q cai� v mw Q g aJ o m m o m u 3 � D U vJ J Q u•�i ( ®/YI ui F- r^_r qZ_A vJ LL U/^^ vJ Q J C:) M N J % Q U� �? m LLJ �Q ❑ LL J CO �Q Z J F- UU F- m Q GO IL U) U DATE 02/14/2014 PROJECT NUMBER CSG07 -13CFS SHEET NUMBER 32 of WFG8.1 GENERAL LANDSCAPE NOTES 1. SCOPE OF WORK A. THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT. TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS HEREIN SPECIFIED. B. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER OR OWNER'S REPRESENTATIVE, 2. PROTECTION OF EXISTING STRUCTURES ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 3. PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC. THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP -LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP -LINE. NO MATERIALS SHALL BE BURNED WHERE HEAT WILL DAMAGE ANY PLANT. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/ OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS (51 00) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES (OR PER PROJECT JURISDICTIONAL CODE, WHICHEVER IS MORE STRINGENT). CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. 4. MATERIALS LIST QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS ANWOR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE. 5. CLEANUP UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE BROOMLLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR OWNERS REPRESENTATIVE. 6. PLANT MATERIAL MAINTENANCE ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACTSHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER'S REPRESENTATIVE. MAINTENANCE AFTER THE CERTIFICATION OF ACCEPTABILITY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS IN THIS SECTION. CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE TO COVER LANDSCAPE AND IRRIGATION MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYS COMMENCING AFTER ACCEPTANCE. 7. LAWN MAINTENANCE A. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE- SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12°X12 ") UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNER OR OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). B. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD /LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE, PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING /IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. S. MAINTENANCE (ALTERNATE BID ITEM) CONTRACTORS ARE REQUESTED TO PROVIDE A BID ESTIMATE FOR MAINTENANCE FOLLOWING THE INITIAL 90-DAY MAINTENANCE PERIOD ON A COST - PER -MONTH BASIS. 9. FINAL INSPECTION AND ACCEPTANCE OF WORK FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND '6 ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. 10. WARRANTY s A. THE LIFE AND SATISFACTORY CONDITION OF ALL 7 GALLON AND LARGER PLANT MATERIAL INSTALLED BY y` THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) ' CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE OWNER OR $ OWNER'S REPRESENTATIVE, B. THE LIFE AND SATISFACTORY CONDITION OF ALL OTHER PLANT MATERIAL (INCLUDING SOD) INSTALLED BY _ THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) _ CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTABILITY BY THE OWNER OR OWNER'S REPRESENTATIVE. C. REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE } WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED e IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER x 3 "PLANTING ", AT NO ADDITIONAL COST TO THE OWNER. rQ a � D. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE. CONTRACTOR FOR LANDSCAPE (AND IRRIGATION) MAINTENANCE, THE CONTRACTOR IS ENCOURAGED TO VISIT THE PROJECT SITE S PERIODICALLY DURING THE ONE YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED AND SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. IT IS SUGGESTED SUCH SITE �m VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS 0 o FROM THE DATE OF ACCEPTANCE. so se mk Sx xo PLANT SPECIFICATION NOTES 1.GENERAL MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON THE SITE OR AS OTHERWISE DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. UPON SAMPLES'APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) CUBIC FOOT PLANTING I TOPSOIL MIX ONE (1) CUBIC FOOT (INCLUDING EXISTING SOILS REPORT) PLANTS ONE (1) PHOTO OF EACH VARIETY (OR TAGGED IN NURSERY) 2. PLANT MATERIALS A PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTS SHALL BE FLORIDA GRADE NO. 1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL - BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE OWNER OR OWNER'S REPRESENTATIVE. B. MEASUREMENTS: THE HEIGHT AND /OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. C. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE, FOR QUALITY, SIZE, AND VARIETY; SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. D. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL - ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION, FLORIDA #1 OR BETTER. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. PLANT ROOTS BOUND IN CONTAINERS ARE NOT ACCEPTABLE. ALL TREE FOOTBALLS SHALL BE SHAVED V - 1 112" OFF ON ALL SIDES WITH EITHER A SHARP SPADE OR BLADE BEFORE PLANTING OR FROM TOP TO BOTTOM WITH A BALLING SPADE AFTER THE TREE HAS BEEN PLANTED TO ELIMINATE CIRCLING ROOTS. SUBSTITUTION OF NON - CONTAINER GROWN MATERIAL FOR MATERIAL EXPLICITLY SPECIFIED TO BE CONTAINER GROWN WILL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL IS OBTAINED FROM THE OWNER OR OWNER'S REPRESENTATIVE. RPG = "ROOTS PLUS GROWER" CONTAINER WHERE SPECIFIED. E. WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S REPRESENTATIVE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. F. PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY RE- ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERYROW. 3. DIGGING AND HANDLING A PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING,. AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT f'WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. B. BALLED AND BURLAPPED PLANTS (B&B) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS BALLED AND BURLAPPED OR CONTAINER GROWN SHALL NOT BE HANDLED BY STEMS. C. PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS, COMPLYING WITH FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS, CURRENT EDITION. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT DURING TRANSPORTATION ANO PRIOR TO PLANTING. D. PROTECTION OF PALMS (IF APPLICABLE): ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM PLANTING DETAIL. E. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB- BASES. 4 SOIL MIXTURE (PLANTING MEDIUM PLANTING MIX TOPSOIL MIX) A. SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. B- TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER: FREE OF ROOTS, STUMPS, STONES LARGER THAN 2° IN ANY DIRECTION. AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND A PH BETWEEN 5.5 AND 7.0 - SUBMIT SAMPLE AND PH TESTING RESULTS FOR APPROVAL. PLANT SPECIFICATION NOTES CONTINUED C. SAND SHALL BE COARSE, CLEAN, WELL - DRAINING, NATIVE SAND. CONTRACTOR SHALL SUBMIT RESULTS OF SOIL TESTS FOR TOPSOIL AND SAND PROPOSED FOR USE UNDER THIS CONTRACT FOR APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE. D. WHEN UNSUITABLE SOILS ARE FOUND, THE CONTRACTOR SHALL CONTACT THE OWNER OR OWNER'S REPRESENTATIVE TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. E. CONTRACTOR TO SUBMIT SAMPLES OF SOIL MIXTURE FOR THE OWNER OR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. 5. WATER WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN AN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN -MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC. IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO CHECK TO SEE IF WATERING /IRRIGATION RESTRICTIONS MAY APPLY, REFER TO PROPERTYS JURISDICTIONAL AUTHORITY. 6. FERTILIZER CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER OR OWNER'S REPRESENTATIVE, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY - DERIVED. CONTRACTOR TO CHECK TO SEE IF FERTILIZER RESTRICTIONS MAY APPLY, REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. 7. MULCH MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A MINIMUM DEPTH OF 3 INCHES. CLEAR MULCH FROM EACH PLANTS CROWN (BASE). SEE PLANT LIST FOR TYPE OF MATERIAL ( °FLORIMULCH,° EUCALYPTUS MULCH, OR PINE STRAW/BARKMUGGET) AND GRADE. 8. SOD THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. PLANTING PROCEDURE NOTES 1. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELYAFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OFTHE OWNER OR OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL NATIONAL ONE CALL- 811 - TO LOCATE UTILITIES OR REFER TO THE CIVIL PLANS IF APPLICABLE. 3. SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LINIEROCK SUBBASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36 ". CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON -SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 35" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE PLANTING DETAIL THAT ADDRESSES POOR DRAINAGE. 4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS HEREIN SPECIFIED AND REQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY. AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THETRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ON -SITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEEDING TWENTY -FOUR (24) HOURS. ATALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. 6. THE WORK SHALL BE COORDINATED WITH OTHERTRADES TO PREVENT CONFLICTS, COORDINATE PLANTING WITH IRRIGATION WORKTO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND /OR MULCH DEPTH. THIS CONTRACTOR SHALL FINE GRADE BY HAND AND /OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT -END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 9. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACEISUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. 10. ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACK FILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN THE PLANT SPECIFICATION NOTES. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, INSTALL AS NOTED IN THE TREE AND / OR PALM PLANTING DETAILS. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM, ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS.'JET STICK" OR EQUAL IS RECOMMENDED. I I.TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. PLANTING PROCEDURE NOTES CONTINUED 12.SOIL MIXTURE SHALL BE AS SPECIFIED UNDER PLANT SPECIFICATIONS. 13.TREES AND SHRUBS SHALL BE SET STRAIGHTAT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 14,AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION, ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. SUBMIT PRODUCT INFORMATION PRIOR TO INOCULATION FOR APPROVAL. 1S.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET. ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE, ONLY WITH MULCH. ALL BURLAP, ROPE, WIRES, BASKETS, ETC., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH 16.TREES SHALL BE PRUNED, AT THE DIRECTION OF THE OWNER OR OWNER'S REPRESENTATIVE, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY LICENSED ARBORIST, IN ACCORDANCE WITH ANSI A -300. 17.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6', REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" WITH THE PLANTING SOIL MIXTURE AND THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 18.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 19. PROVIDE A THREE INCH (MINIMUM) LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE PIT PLANTED UNDER THIS CONTRACT. 20.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE, "ROUND -UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE - EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER (AS ALLOWED BY JURISDICTIONAL AUTHORITY). 21. ALL AREAS THATARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE - HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 22THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. 23.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP - DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 240URiNG DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALLTIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOTTO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. LLU < E GOm z� ® a QN 5 am g¢ VJ LLI F_ O z W 0 WC J Z CL V Q Ul^ VJ z J O CO N J LL >z Q U F- u) F9? Q m Uj -, �< O LL J om Z �g a F- m Q 2w ca n U U) DATE 02/14/2014 PROJECT NUMBER CSG07 -13CFS SHEET NUMBER 33 of JOCFG8.2 IRRIGATON NOTES 1) THE HEAD LAYOUT HAS BEEN DESIGNED TO PROVIDE ID07 COVERAGE. ANY CHANGES MADE IN THE HEAD LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. 2) SET SPRAY HEADS 3" AND ROTORS 6- IN FROM BACK OF CURB OR 12" IF PAVEMENT HAS NO CURB. 3) VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. MAINLINE SHALL NOT BE LOCATED WITHOUT PRIOR APPROVAL OF THE PROJECT MANAGER AND THE LANDSCAPE ARCHITECT. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS - CONTRACTOR SHALL VERIFY THEIR LOCATION. 4) ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED. WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 5) MAINLINE AND VALVES ARE SHOWN IN SCHEMATIC FORM, LOCATE AS NOTED ON PLANS. 6) LOCATE ALL VALVES A MINIMUM OF 12" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE. 7) ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS- BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS- BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES- 8) ALL UNSIZED PIPE SHALL BE 3/4` UNLESS OTHERWISE NOTED. 9) ALL VALVES SHALL BE INSTALLED IN A CARSON PLASTIC VALVE BOX WITH LOCKING LID. 10) IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON -SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER /GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND /OR STATE HIGHWAY JURISDICTION. 11) VERIFY IRRIGATION WELL AND CONTROLLER LOCATION AT PROJECT SITE WITH OWNER. 12) ELECTRIC SERVICE TO THE IRRIGATION PUMP AND CONTROLLER SHALL BE PROVDED BY THE GENERAL CONTRACTOR. 13) ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS: CONTROL WINES - '14 -1 RED COMMON WIRE - #14-1 WHITE 14) INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTDRS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE. IRRIGATION LEGEND RAIN BIRD 1806 SERIES SPRINKLERS WITH RAIN BIRD MPR SPRAY NOZZLES UNLESS NOTED OTHERWISE ° 15 -Q. 30' TRAJECTORY 15 -T 30' TRAJECTORY 0 75 -H 30' TRAJECTORY 0 15 -TQ 30' TRAJECTORY O 15 -F 3D' TRAJECTORY ° 12 -Q 30' TRAJECTORY ® 12 -T 30' TRAJECTORY ® 12 -H 30' TRAJECTORY 12 -TQ 30' TRAJECTORY O 12 -F 30' TRAJECTORY a 10 -Q 15' TRAJECTORY 10 -T 15' TRAJECTORY ® 10 -H 15' TRAJECTORY 0 10 -F 15' TRAJECTORY ° 8 -Q 10' TRAJECTORY m 8 -T 1D' TRAJECTORY m 8 -H 10' TRAJECTORY ® 5 -Q 5' TRAJECTORY ® 5 -H 5' TRAJECTORY ® 15EST ® 15SST ® 15CST ® RAIN BIRD 1400 SERIES PC BUBBLER Q TECHLINE SUPPLY POINT OF CONNECTION HUNTER ICV SERIES ELECTRIC CONTROL VALVE, ALL DRIP ZONES TO BE EQUIPPED WITH A HUNTER ACCU -SYNC PRESSURE PRESSURE REGULATING MODULE © HUNTER PRO -C SERIES CONTROLLER, MODEL PC -900 ® HUNTER MINI -CUK RAIN SENSOR ® 4' WELL WITH i HP SUBMERSIBLE PUMP F� NETARM DISC FILTER, 1 1/2" MODEL DF15OS -14D - — - CL 200 PVC MAINUNE, SOLVENT WELD CL 200 PVC LATERAL UNE, SOLVENT WI=LD __ -_ NETARM TECHUNE, TLDL9 -1210 SCHEDULE 40 PVC SLEEVE SEE PLAN FOR SLEEVE SIZES AND LOCATIONS CONTROLLER SCHEDULE ZONE N0. GPM VAI VE SIZE TYPE 1 19.5 1° SPRAY TURF 2 15.5 1" DRIP 3 15.5 SP RAY TURF 4 15.5 i' SPRAY TURF 5 19.8 t° DRIP 6 12.1 7" SPRAY TURF 7 17.5 1" SPRAY TURF B 21.4 1" DRIP 9 15.8 1' SPRAY TURF ZONE NUMBER VALVE SIZE GAL ONS PER MINUTE I� I'a 'SG 1 =a STATE ROAD 54-2 0 20' 40' a m E ai ® n rn h z8 m ¢r v OI N K om w 5� s ww C rm v aw �u 5 dJ o 0r a R m N W o a rVA O O U 'I h W Z �— O Q�py V O M N J � LL >Q U ,Z Q w �� In LL > �0 m 4.Q Z J Q K F- w (1) W 7 (1) GATE 02114/2014 PROJECT NUMBER CSG07 -13CFS SHEET NUMBER rCFG8.3 NOTE: RAIN BIRD 1806 SPRINKLERS TO BE INSTALLED UNLESS NOTED OTHERWISE. MPR NOZZLES �- (SIZE PER PLAN) RAIN BIRD 1806 SPRINKLER SCH. 40 STREET ELBOW 1/2° FLEX PIPE LATERAL TEE LATEIPIPE RAIN BIRD 1806 SPRINKLER NTS EACH POINT SHALL BE CONNECTED PLASTIC VALVE BOX AREA PERIMETER WITH LOCKING COVER FINISH GRADE,.._ CONTROL WIRE WITH ¢� IDENTIFICATION TAG f A4 TO SPRINKLERS __J � OR DRIP TUBING / /JS 6` GRAVEL SUMP) 7 ALL DRIP ZONE VALVES TO BE EQUIPPED WITH A HUNTER ACCU -SYNC PRESSURE REGULATING MODULE. HUNTER PGV SERIES CONTROL VALVE NTS NOTE: 1. TECHLINE TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 12 INCHES. 2. TECHLINE TUBING TO BE INSTALLED IN A GRID PATTERN. TECHLINE TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. — _ FLUSHING POINT PVC BALL VALVE ALL TECHLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPED WITH A CRIMP STEEL BAND OR HOSE CLAMP -- /—RAIN BIRD PRESSURE COMPENSATING FLOOD BUBBLER 4E MODEL 14D1 OR 14D2 BUBBLER INSTALLED ON LOW VOLUME ZONE LANDSCAPE ARCHITECT TO DETERMINE BUBBLER FLOW RATE BASED ON TREE SPECIES. NOZZLE TO BE MOUNTED ON RAIN BIRD PA -8S CHRIIR An APTFR RAIN BIRD 1400 SERIES BUBBLER NTS H GRADE LATERAL TEE LATERAL PIPE PE OHUNTER PRO -C SERIES MODEL PC -900 WALL MOUNT IRRIGATION CONTROLLER ANCHOR SECURELY TO WALL O1/2" CONDUIT FOR ELECTRICAL POWER CONDUCTORS PER LOCAL AND NATIONAL CODES O2" CONDUIT FOR REMOTE CONTROL VALVES AND SENSOR WIRES SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS ® FINISHED SURFACE FRONT RIGHT -SIDE SECTION /ELEVATION SECTION /ELEVATION HUNTER PRO-C SERIES CONTROLLER NTS CONCRETE CURB WHERE APPLICABLE ROADWAY /SIDEWALK BASE 90' ELL -PVC SCHEDULE 40 PARKING ISLAND OR PARKING ISLAND OR ROAD SIDE EDGE ROAD SIDE EDGE SCHEDULE 80 PVC NIPPLE -MAIN LINE FITTING 3 MIN' SCHEDULE 40 PVC SLEEVE � MAIN SUPPLY LINE END OF SLEEVE END OF SLEEVE I � SEE PLAN FOR SLEEVE SIZE 2' MINIMUM DISTANCE PERIMETER LATERALS TECHLINE TUBING LOOP, �4' TO 6" FROM EDGE MAXIMUM LINEAR FOOTAGE OF ALL TUBING SHALL NGT EXCEED 3D0 LINEAR FEET. AREA PERIMETER 12" MAX. SPACING TECHUNE TUBING TO BE BURIED A MINIMUM OF 3" BELOW PLANT MULCH. NETAFIM TECHLINE MODEL TLDL9 -12 LA PERIMETER NETAFIM 'V' 2 -WAY INSERT, I 314" PVC TEE NOT TO EXCEED 5 GPM MODEL TI _2W075MA, 3/4•' MPT�J CU OR (300 LF DRIPLINE) FOR EACH SUPPLY POINT 3/4" PVC LATERAL LINE NETAFIM TECHLINE CONNECTION POINT "A" NTS SLEEVE DETAIL NTS 2' MINIMUM DISTANCE WHEN TECHLINE REQUIRES MULTIPLE SUPPLY POINTS THE TECHLINE FROM I� FROM CONTROL VALVE CONTRACTOR TO REFER TO IRRIGATION PLAN FOR TECHUNE CONNECTION POINTS. — WIDTH MAY VARY I /I COMPACTED CLEAN FILL tz' I lAIN� s.. O MIN. PVC IRRIGATION •I LATERAL IRRIGATION MAIN OR SUBMAIN TYP. - k" EXISTING SOIL -- I I Ir TRENCHING DETAIL NTS TECHLINE TUBING LOOP, \ MAXIMUM LINEAR FOOTAGE OF ALL TUBING SHALL NOT EXCEED 300 LINEAR FEET. NETAFIM TECHLINE MODEL TLDL9 -12 ALL TECHLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPED WITH A CRIMP STEEL BAND OR HOSE CLAMP 3/4" PVC LATERAL NETAFIM 'V• 2 -WAY INSERT, MODEL LINE TL2W075MA, 3/4" MPT NOTE: 1. TECHLINE TUBING TO BE ROUTED IN THE PLANT 3/4" PVC 90' ELBOW MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF (S X FPT) 12 INCHES. 2. TECHLINE TUBING TO BE ROUTED ALONG EACH SIDE t NOT TO EXCEED 5 GPM OF PLANT MATERIAL WHERE APPLICABLE FOR HEDGE OR (300 LF DRIPLINE) FOR ROW PLANTING. EACH SUPPLY POINT 3. TECHLINE TUBING TO BE INSTALLED IN A GRID PATTERN. DRIPLINE TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. NETAFIM TECHLINE CONNECTION POINT "A" END FEED NTS TECHLINE TEE ALL TECHLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPED WITH A CRIMP STEEL BAND OR HOSE CLAMP CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE TECHLINE SUPPLY CONNECTIONS- MULTIPLE TECHLINE CONNECTION SUPPLIES FROM SINGLE CONTROL VALVE NTS FLUSHING POINT PVC BALL VALVE AREA PERIMETER ` TO NEXT DRIP SUPPLY POINT WHERE APPLICABLE NOTE: 1- TECHLINE TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 12 INCHES. 2. TECHLINE TUBING TO BE INSTALLED IN A GRID PATTERN. TECHLINE TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. Sm mU E az ® 6 y u z� ti 0 z 0 w Ids �c p �f < vi fo ?w 5 a o w uoi u i c C, }n z m °w o a m m 3 3 v< m d D V cl) J_ Q w W 0 I.-Z Fn O V PQ�1� NW W N N -1 J >zz CJ ~ a9? Q m 05 LLI U) �LL O LL J 40 m Z �g Q 2 co W 0) U DATE 02!14(2014 PROJECT NUMBER CSG07 -13CFS SHEET NUMBER 35 of 5bCFG8.4 EACH POINT SHALL BE CONNECTED UTILIZING TECHLINE FITTINGS. AREA PERIMETER FLUSHING POINT PVC BALL VALVE NETAFIM TECHLINE MODEL TLDL9 -12 --, I� FROM CONTROL VALVE CONTRACTOR TO REFER TO IRRIGATION PLAN FOR TECHUNE CONNECTION POINTS. — WIDTH MAY VARY I /I COMPACTED CLEAN FILL tz' I lAIN� s.. O MIN. PVC IRRIGATION •I LATERAL IRRIGATION MAIN OR SUBMAIN TYP. - k" EXISTING SOIL -- I I Ir TRENCHING DETAIL NTS TECHLINE TUBING LOOP, \ MAXIMUM LINEAR FOOTAGE OF ALL TUBING SHALL NOT EXCEED 300 LINEAR FEET. NETAFIM TECHLINE MODEL TLDL9 -12 ALL TECHLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPED WITH A CRIMP STEEL BAND OR HOSE CLAMP 3/4" PVC LATERAL NETAFIM 'V• 2 -WAY INSERT, MODEL LINE TL2W075MA, 3/4" MPT NOTE: 1. TECHLINE TUBING TO BE ROUTED IN THE PLANT 3/4" PVC 90' ELBOW MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF (S X FPT) 12 INCHES. 2. TECHLINE TUBING TO BE ROUTED ALONG EACH SIDE t NOT TO EXCEED 5 GPM OF PLANT MATERIAL WHERE APPLICABLE FOR HEDGE OR (300 LF DRIPLINE) FOR ROW PLANTING. EACH SUPPLY POINT 3. TECHLINE TUBING TO BE INSTALLED IN A GRID PATTERN. DRIPLINE TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. NETAFIM TECHLINE CONNECTION POINT "A" END FEED NTS TECHLINE TEE ALL TECHLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPED WITH A CRIMP STEEL BAND OR HOSE CLAMP CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE TECHLINE SUPPLY CONNECTIONS- MULTIPLE TECHLINE CONNECTION SUPPLIES FROM SINGLE CONTROL VALVE NTS FLUSHING POINT PVC BALL VALVE AREA PERIMETER ` TO NEXT DRIP SUPPLY POINT WHERE APPLICABLE NOTE: 1- TECHLINE TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 12 INCHES. 2. TECHLINE TUBING TO BE INSTALLED IN A GRID PATTERN. TECHLINE TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. Sm mU E az ® 6 y u z� ti 0 z 0 w Ids �c p �f < vi fo ?w 5 a o w uoi u i c C, }n z m °w o a m m 3 3 v< m d D V cl) J_ Q w W 0 I.-Z Fn O V PQ�1� NW W N N -1 J >zz CJ ~ a9? Q m 05 LLI U) �LL O LL J 40 m Z �g Q 2 co W 0) U DATE 02!14(2014 PROJECT NUMBER CSG07 -13CFS SHEET NUMBER 35 of 5bCFG8.4 1 1 2 1 3 1 4 METERS.. SHALL BE LOCATED IMMEDIATELY A INSIDE THE .RIGHT -OF -WAY UNLESS APPROVED METER BOXES OTHERWISE DIRECTED BY IRCDUS SHALL. BE POLYMER CONCRETE & FIBERGLASS WITH NO HOLE LID 90' ANGLE LOCKING CURB STOP 3 (BALL. VALUE TYPEIER) E TO ACCOMMODATE 5 /B'0r3 /a'/ M FINISH GRADE CORP STOP a RO WAY r 2-d L B /i FR U MARKER BALL i i i E F F G H s S o.. a$ S :set =ge - M 0 0 , 0 u 1. L 1 ", 1W, OR 2" CORP STOP 2' -0'. 5 6 WHEN METERS CAN NOT BE LOCATED IMMEDIATELY INSIDE THE RIGHT OF WAY THEY MAY BE LOCATED INSIDE THE PROPERTY LINE AS DIRECTED BY IRCDUS z J 90' ANGLE LOCKING CURB STOP !o (BALL VALVE TYPE TO ACCOMMODATE 5/8 "023/4 "0 METER) a )WAY 51 -T -- -1-D' -) Ir--1 SIDEWALK I I WIRE MARKER 1 -WATER MAIN BRASS DOUBLE STRAP SERVICE SADDLE LONG SERVICE IA CASING SLEEVE _ND UNDER SIDEWALK) ELEVATION SEE NOTES IINDIAN RIVER COUNT W- 4 DEPARTMENT OF UTILITIES SERVICES DETECTION TAPE PROVIDE TRENCH (SEE NOTE NO 6> SLOPE AS REG'D, PROVIDE TRENCH SLOPE AS REO'D GRADE N tSEE NOTE �4> " 6' MAX LAYERS OROTHER APPROVED MAINTAIN TRENCH w METHOD TO ACHIEVE WIDTH 2'-D' ABOVE 99% COMPACTION TOP OF PIPE _ LONG SFRVTCE I ( LONG 1 IN UNE DUAL CI�CK. [ I f / ! GRADE PVC CASING SLEEVE BY IRfAl15 WATER MAIN SERVICE UNE SETTER (7YP} BRASS TRACE WIRE (SEE NOTE. 11) DOUBLE STRAP ELEVATION THE FINISHED GRADE. THE TUBING SHALL BE � SERVICE SADDLE v NOTES Y w IN UNE DUAL PECK MARKER BALL C 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL W A MINIMUM OF 18' ON CENTER OR PEA ROCK WHERE l2' PIPE 12' UNDISTURBED ELEVATION Z ALL SERNCE3 REWIRE WT WNIWM COVER. NOTES 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING SNUTE FAMILY S MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1 "0, DUAL SERVICES SHALL BE A MINIMUM 1- 1/2'0, NOTES WTH REDUCED PRESSURE 2ME FEATURE AS DETERMINED BY UTILITY. TRIPLE SERVICES SHALL .a A MINIMUM 2.0 AND GUADRUPIE SERVICES SHALL BE APPROVED BY IRCDUS. L WHERE. SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED RPZ BACI6LOW PR MRS. 4. 1'0 B i -i /2'0 LONG SERVICES REWIRE A 2' MINIMUM 1A. CASNG PIPE 2 '0 LONG SERVICES REWIRE A Y MINIMUM LD. CASING PIPE CASING PIPE SHALL BE SCHEDULE'. 40 P.W.G. g c o 2. SHEETING WILL BE REGUIRED AS DETERMINED IN THE FIELD. 5. AIL MEIBRS' 2°0 OR SMALLER SHALL BE INSTALLED BY IRCDUS RETER TO APPROVE° MANUFACTURERS' 3. COMPACTION PERCENTAGES SHDWN REFER TD AASHTI T -IM. PRODUCT LIST FOR METERS GREATER THAN Z"0. C I a I COPPER OR D.I.P., AS APPROVED BY IRCDUS. & PV LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR . AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, . SAMPLING POINTS. AND WATER SERVICE CONNECTIONS AT THE TIME P -P 6. 2' VIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN I' OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS D LEAST 1' -0' ABOVE THE HIGH WATER LEVEL 7. CURB STOPS SHALL BE THE SAME. SIZE AS THE METERS THAT ARE INSTALLED. 6. PIPING 2 -112' OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. USED CDNTINIUSLY M ALL. PINE. (SEE DETAIL M -14), 8. TRACE WIRE. TO BE INSTALLED AS PER NAIL M -14.. 7. ALL RESTORATION IN EASEMENTS 13R RIGHTS OF VAY OR WHEN REQUIRED BY OTHER & AIL FASTENERS SHALL BE 316 STAINLESS STEa (OR APPROVED EQUAL). 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL M= BOXES WTHN 24' FROM SURFACE 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE D 10. UNE SETTER PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. B. ALL PPE TO BE LOCATED 5' O.C. ­DC MUH EDGE OF PAVEMENT, PER EDIT THICK 105. NDIAN RIVER COUNTY 11. ALL RESDENTIAL AND ONE ERU SERVICES SHALL BE 5/8' METERS. ° NO. INDIAN RIVER COUNTY TRENCH DETAIL DR "oNG DRAWING METER BOX INDIAN RIVER COUNTY DEPARTMENT -OF UTILITIES SERVICES ,a WATER SERVICE N0. W -4 E F F G H s S o.. a$ S :set =ge - M 0 0 , 0 u 1. L 1 ", 1W, OR 2" CORP STOP 2' -0'. 5 6 WHEN METERS CAN NOT BE LOCATED IMMEDIATELY INSIDE THE RIGHT OF WAY THEY MAY BE LOCATED INSIDE THE PROPERTY LINE AS DIRECTED BY IRCDUS z J 90' ANGLE LOCKING CURB STOP !o (BALL VALVE TYPE TO ACCOMMODATE 5/8 "023/4 "0 METER) a )WAY 51 -T -- -1-D' -) Ir--1 SIDEWALK I I WIRE MARKER 1 -WATER MAIN BRASS DOUBLE STRAP SERVICE SADDLE LONG SERVICE IA CASING SLEEVE _ND UNDER SIDEWALK) ELEVATION SEE NOTES IINDIAN RIVER COUNT W- 4 DEPARTMENT OF UTILITIES SERVICES DETECTION TAPE PROVIDE TRENCH (SEE NOTE NO 6> SLOPE AS REG'D, PROVIDE TRENCH SLOPE AS REO'D GRADE N tSEE NOTE �4> " 6' MAX LAYERS OROTHER APPROVED MAINTAIN TRENCH w METHOD TO ACHIEVE WIDTH 2'-D' ABOVE 99% COMPACTION TOP OF PIPE _ 7 8 9 10 1 -1 /2 "" P.E LOCKING METER BOX SERVICE LATERAL CURB S1 w (METER NOT SHOWN) i "0 P.E. SERVICE LATERAL APPROVED METER BOXES d SHALL BE POLYMER CONCRETE & FIBERGLASS no.. \ WgTH NO HOLE UD 2" 1� I BRASS COMPRESSION WYE BRANCH IN LINE DUAL FINISH GRADE BRASS LOCKING CURB CHECK BY IRCDUS STOP NTH INTEGRAL PLAN VIEW L" METER COUPLING ! CENTER HINGED OPENING (41h"X7 "MIN) W /STAINLESS STEEL PIN PROPERTY LINE METER I - BOX (SEE NOIEj N0. 3) w (SEE NOTE 5. A CORPORATION STOP SHALL BE INSTALLED WITH A i U GRADE LEVEL ALLOWABLE LAYERS THE FINISHED GRADE. THE TUBING SHALL BE � INSTALLED WITH A 180' DOVNTURNED.. BEND, v DURING CONSTRUCTION AT 987. Y w IN UNE DUAL PECK MARKER BALL -3/4' DIA BEDDING ROCK >f IS ; w N z FIN HED OR PEA ROCK WHERE l2' PIPE 12' UNDISTURBED ELEVATION CONDITIONS REGUIRE DD SOIL TRENCH WIDTH W, ELEVATION NOTES 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING SNUTE FAMILY RESIDENTIAL ARE REWIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER NOTES WTH REDUCED PRESSURE 2ME FEATURE AS DETERMINED BY UTILITY. 2 ALL MULTI- STDRT, MULTI- FAMILY SERVICES ARE REWIRED TO INSTALL L WHERE. SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED RPZ BACI6LOW PR MRS. 3. APPROVED EQUALS HAVING FULL UL USG, AND AMA CERTIFICATONS MAY METHOD. OF CONSTRUCTION.. . BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS 2. SHEETING WILL BE REGUIRED AS DETERMINED IN THE FIELD. 4. SUPPORT BACKFLOW FIR TER FROM WALL OR APPROVED PIPE 3. COMPACTION PERCENTAGES SHDWN REFER TD AASHTI T -IM. SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, 4. KECHANIfAL COMPACTION HOT ALLDVED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS COPPER OR D.I.P., AS APPROVED BY IRCDUS. S. TRENCH WIDTH 'W' = PIPE MU PLUS 2' ­O'. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSDERED 6. 2' VIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN I' FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT BEUV SURFACE. TAPE TO BE HARKED - 'CAUTION VATER UNE BELOW', CAUTIWN FORCE LEAST 1' -0' ABOVE THE HIGH WATER LEVEL MAIN BELDW. OR 'CAUTION REUSE WATER MAIN BELOW', TRACE VIRIK SHALL ALSO BE 6. PIPING 2 -112' OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. USED CDNTINIUSLY M ALL. PINE. (SEE DETAIL M -14), 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVID MANUFACTURERS' PRODUCT UST. 7. ALL RESTORATION IN EASEMENTS 13R RIGHTS OF VAY OR WHEN REQUIRED BY OTHER & AIL FASTENERS SHALL BE 316 STAINLESS STEa (OR APPROVED EQUAL). JI&RMVICTIeNAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS. OR THE 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHHEVERIS THERE STRINGENT. CERTIFIED FORM SUBMITTED TO IRCDUS. B. ALL PPE TO BE LOCATED 5' O.C. ­DC MUH EDGE OF PAVEMENT, PER EDIT THICK 105. NDIAN RIVER COUNTY ° NO. INDIAN RIVER COUNTY TRENCH DETAIL DR "oNG DEPARTMENT of METER BOX B A CK FLO W P R EVEN TER UTILITIES SERVICES DEPARTMENT GF UTILITIES SERVICES Z 1 =n W -9 UTILITIES SERVICES o,,. (UNPAVED EASEMENTS) M -1 7 8 9 10 1 -1 /2 "" P.E LOCKING METER BOX SERVICE LATERAL CURB S1 w (METER NOT SHOWN) i "0 P.E. SERVICE LATERAL APPROVED METER BOXES d SHALL BE POLYMER CONCRETE & FIBERGLASS no.. \ WgTH NO HOLE UD 2" 1� I BRASS COMPRESSION WYE BRANCH IN LINE DUAL FINISH GRADE BRASS LOCKING CURB CHECK BY IRCDUS STOP NTH INTEGRAL PLAN VIEW L" METER COUPLING ! CENTER HINGED OPENING (41h"X7 "MIN) W /STAINLESS STEEL PIN PROPERTY LINE METER I - BOX (SEE NOIEj N0. 3) w (SEE NOTE 5. A CORPORATION STOP SHALL BE INSTALLED WITH A i U S" !� THE FINISHED GRADE. THE TUBING SHALL BE � INSTALLED WITH A 180' DOVNTURNED.. BEND, v 1' GATE VALVE 110. COPPER TUBING Y w IN UNE DUAL PECK MARKER BALL IS ; w N z FIN HED a0 BY dRCDUS 0 a LINE SETTER (TYP) LINE SETTER (TYP) 1- "(MIN) CUSTOMER SEE NOTE 7 (SEE NOTE 11, W -4) PIPING (BY OTHERS) ELEVATION NOTES WATER SERVICE a CONTRACT OVER Z'. MUST BE APPROVED BY BRCDUS AND INSTALLED (OUTSIDE OF RIGHT OF WAY) 2 ALL METERS 2'0 AND SMALLER WILL BE SUPPM AND INSTALLED BY IRCDUS. WATER MAIN 3. MINIMUM SZE OF METER BOXES: 1'0 SERVICE (12' X /8'), 1 -1/2-0 AND ELEVATION Z"0 SERVICE (17• X 2B'). 4, METERS GREATER THAN 2'0 SHALL BE COMPOUND METERS. REFER TO IRCDUS APPROVED MANUFACTURERS PRODUCT UST. .5. IRA LURE TO BE INSTA.ED AS PER DETAIL M -14. NOTE: 2" METER 8 2" SERVICE LATERAL B. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND ARE REQUIRED FOR THIS PROJECT PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE 7, UNE SETTER PER IRCWS APPROVED MANUFACTURES PRODUCT UST. INDIAN RIVER COUNTY DEPARTMENT OF METER BOX UTILITIES SERVICES MARKER, PAINTED GREEN 6- °'1 S .-EH-M GRADE B' Pw: PIPE MIN. iT LONG FVL ��_� Rm BPoCK wrE BRANa+� 3AY�Tw' LwNELBDN By C mmm UNDISRMBm MATERIAL IE 12 13 NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. 2, NO SAMPLING POINT SHALL BE CONSTRUCTED AT FIRE HYDRANTS. DRAWING No. INDIAN RIVER COUNT DEPARTMENT OF W- 5 UTILITIES SERVICES PLAN NEW SKIMMER TYPE 'P MANHOLE TOP SLAB - STANDARD DRAINAGE MAN— RING AND LOVER. (REFER TO THIS SHEET FOR DETAILS) TEMPORARY SAMPLING POINT (BACTERIOLOGICAL) ALUMINUM SKINNER TOP SKIMMER EL=22.76 AH- IRON 3 EACH 1/2'x4' S5 J ANCHOR BO!TS BOT. SI(IMMER _D EE FACE OF WEIR WALL ALUMINUM SKIMMER 3'x3'zi /4 ANGLE IRON SKIMMER DETAIL M Do r N'o °i co U) r 'o J U_ CD ,2� W Q Q Q Z _m O !17 � CL � = U 1L m I- o Q_ o a Z -0 w C o O C ^ W W Unto rn U5 DRAWING KR A CORPORATION STOP SHALL BE INSTALLED WITH A 2" LENGTH OF I'0 COPPER TUBING EXTENDING ABOVE. o o0. i� THE FINISHED GRADE. THE TUBING SHALL BE dim INSTALLED WITH A 180' DOVNTURNED.. BEND, 2" 1' GATE VALVE 110. COPPER TUBING U IS ; w N z FIN HED GRADE 0 CORPORATION STOP PLUG WHEN ABANDC SERVICE _ WATER MAIN ELEVATION 13 NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. 2, NO SAMPLING POINT SHALL BE CONSTRUCTED AT FIRE HYDRANTS. DRAWING No. INDIAN RIVER COUNT DEPARTMENT OF W- 5 UTILITIES SERVICES PLAN NEW SKIMMER TYPE 'P MANHOLE TOP SLAB - STANDARD DRAINAGE MAN— RING AND LOVER. (REFER TO THIS SHEET FOR DETAILS) TEMPORARY SAMPLING POINT (BACTERIOLOGICAL) ALUMINUM SKINNER TOP SKIMMER EL=22.76 AH- IRON 3 EACH 1/2'x4' S5 J ANCHOR BO!TS BOT. SI(IMMER _D EE FACE OF WEIR WALL ALUMINUM SKIMMER 3'x3'zi /4 ANGLE IRON SKIMMER DETAIL M Do r N'o °i co U) r 'o J U_ CD ,2� W Q Q Q Z _m O !17 � CL � = U 1L m I- o Q_ o a Z -0 w C o O C ^ W W Unto rn U5 DRAWING KR ' V Z0n W -6 00000 o o0. i� Z zm� 5 °D �y KUZ wok U SECTION NEW I SANITARY SEWER CLEANOUT DETAIL ! CONTROL STRUCTURE (ST -8) - FDOT TYPE 'IF" INLET 1 V DIVER40N WDR tYHOPE TO ISSATOR Row TW G4 WEIR EL= 20 i 12'HDPE T. t5'HDP STORMIEG OVERFLOW M IFIXD INY_ ,9.5D N� ,9 B0 SECTION VIEW 30" NYLOPLAST MANHOLE WITH OVERFLOW WEIR PLAN VIEW I MANMTX�D ro sraRUiELN I IsolATO.R Row 6" DIKRSION 6" WEIR TO i0L1i0R 40W 1 TOP OF WEIR EL= 20.75 12'HW i 15eHOPE ter ,I I i I U !III -6 °XWRO°° INw' I4'm ,2'HOPE TO 5T _M, INV= ,9.50 OVERELOw kANGOID ri PLAN VIEW SECTION VIEW ovERFLOw 30" NYLOPLAST MANHOLE WITH OVERFLOW WEIR (ST -7) CA0. m Adr IXV- fr 0 m n'® ?�auy U) (D o N LL O U m T .a m N N C U N 0 0 0 U xC §rE 12 lFi HEF 21E U ?'D roam i x£a�>,�UV 3mEa moaa f Z O v O rc V Cl _ o CFG9.0 n 0 �p I a a gl pg3 �i 1 2 3 4 5 6 7 8 9 10 11 12 13 24- LDNG SMOOTH DowEL ®19' OD. m 24' LONG SMOOTH DOWEL B( IB' O.C. DOWEL °WAFTER -TLS (Ix) OOWELDWf.ETER =TAT (W) 3U" 2'-0" VERn DETAIL NOTES: VERTCPI POUREDJOIM SAWLUT ,14'21. SEALING COMPOD O U cMENT SAWtUT,1121.. SEALNG COFMOUNO TTHKKNE6S I 1. E SIWfACE OF R!� SHALL RAW -III WELSLEEVE(C-F. 4 "THICK CONCRETE DETECTABLE WM80NGS AS 9101WL I�!r'll l,li RI I III N m PAVEMENT A TTHICKNESS I EN07TO FR DOW EL ANO SIDEWALK SECTION DELECTABLE _NC5 $1N1 CONSIST iIIIIIIII I�) III I I �I T 0I K Y4' . BE SECURED 5.0 %MAX OF RNSEB TRUNCATED Domes. SEE �I II! I I I IIII Ii ., I C 2'MIN` 1 DETECTABLE WARNINGS DETNL jIII'i'1'II' i IIII I� I Ih�Ih,Ii i II I;II ` ,,,• F[R J. O ° D I IN1 i'III''II w @ il'I� dIIIIINII'I� II I I II I 1!11111 3.. -r �•• - pr SA`eF qRA 2 CpISTRUCT PER AO.A sTAN0A905. III IIII... IIIIII��I) III '•I T ♦. • {f y •' ~ s f i -7/4• MIN. O,z 5• S2T F@ FDOT siAlIDAM RJfACES ANO ROPoDA I II I I I I ¢ 7R,oPOSFDpnvEMFtir° _ CLEARANCE R� 2= yih,F aGLDlxcc�silNOA�s. I! I II i 3L l6ER t° PLANS RO i ADJACENT I I'II I �I�IIu IIIIII I II IIII II��III �I� I 1 e SLOPES I!��I u I pp II 3° NS' • TOP 119' NO SEALNG , DONVELT.OE i, I �I j llp -:. III :. I ,IIII IIII' 7 fl � S TOP,B-NO SEFLLiNG GoMPOU.D 4 �I� ,,. Iil!I 5' $ WCIJI' LOSRICATED !` ME CROSS SLOPE THE RAW ,I -'p" SURFACE SHALL BE No GREATER THAN ei IIII IIII i II I,I I I i I III, IIII:.. ONLY COMPOUND 11 <'MIN. FOOT APPROVED JOL FILLER yMp STYP 1.5 Y SHWLD E CROSS SLOPE �'�Ip�Ilili'I I�j;III�III�III I I��II�I�II IIII III, I,II -.. 1 NOTE NOTE: B' EXCEED 2R E COR REF AC SHAH - III III I I I III INI I 4 -5' . 1. DOWEL BARS SNAl1. BE DRILLED INTO PAVEMENT HOR{ZONTPILYBYUSEOF 1.oOWELS SHALLBE6UPPoRTEO RYAN APPROVED DEVICE - 6" /` BE flE90V51B1E f0(i RD'iACMG THE II �, Iii III III AMELHANICAL RIG. SIDEWALK AND CURS RAW As rIIIII I III II IIIIII qI� III r 2 DRILLING 9YHA,IO IS NOTACCEFTAILE, PUSHING DOWEL OARS INTO GREEN MAX. SLOPE / NECESSARY TO CONFGiY TO IIIIIiIIIIIIIIIiIIIIIIIIIAII IIII 4-4=1 - -T Fj,2"- °I4.4=I� CONCRETE IS NOT ACCEPTABLE. 1:12 ReOUIREMENTS OF E ANFAIGWS .... TRANSVERSE EXPANSION JOINT 3 / \ W{TH GSMNLITY ACT AND THE I-A .... ............................... BUTT JOINT Tpa // BUILDING Ri -1 R3 -5R CO Do CV 5. � SSURFA°CE A N_ BE Iii° CATER DETAIL NOTES: o In W B 2T,p DOMES ARE NO TO SCALE; _ 5` SERIES C LEGEND 04 J / SEE DETECTABLE WARNING D,. &. SHOGD THE i. FIP-52 -06 N M 4• °O9o°°°°° LCNQ UOre SLOPE EIIC ED 8 -MX DETAIL NOTES: 2. 2X 2 - -6 WHITE BACKGROUND .,yy CO / DETAIL AND NOTE i. THE CONTRACTOR SHALL SE - LEGEND SHALL BE WHNE(RETRGREPLECTNE). }, 3 RADII %• BORDER BLACK LEGEND AND BORDER y}, J W elf 24'LONG SMOOTH DOWEL ®,B'O.C, pE5PON618LE FGT REW-AGNG E DOWEL OIANEFER =TR (ix) M AN / SQEw AND CURS RA As 2. BACKROUND SHALL BE RED iRETRORERECTiVE )- \ LL vERnuu�'{ PouRED JaM SDW °NOM / / T- pgVEMENT SAWLUi 1 /4'MIN. ¢EALING COMPOUND THICKid / CT AND E FU0R.A E - 5T➢•NO / NEQ�!REJIMTS OF E AMERICANS Z Q W THICRNESS T PAVEMENF VE0.TICAL BUILDING CODE A SAW CUT II4'MIN.� PoMEO.FOWT Q • ° : FFENO- E�DOW�E°SAN� � / / o� ��� �" SIN AACCORD � WTH STOP" SIGN DETAIL � a � Z EBB 6F INGLDMPW "° "RIGHT TURN ONLY" SIGN DETAIL T14 - THE AMERICANS WTH DIS,M31UTIES ACT (� M O - ` . - • -•• ` • / / (ADDAAt AND nRE FLORIDA ac¢ssaurr In d PAVEMENT I .... • 1 -1/4• MIN. x° m' ` C " CLEARANCE ELEVATION v 4 o' 7. LOCATION. allo "TET+TSMLM"G sieewaiF i O U) TD DSEALMG IF CHANGE IN DIRECTION _ C -No 2x5 O.C. a ALL RAMPS OUTSIDE E PftOPEFtTY C DOWEL TO BE OR IF RAMP EXCEEDEET J Z (!-��- CONTRACTION JOINT oP,M �M� D UeRICATED -, A T 6 m PAN L9.ENNmc REGULATING �s 0D2 Z O NOTE: C ? F- (n 1. DDwEts SEMI BF suPPoRTEO arAN APPROVED DEVICE. DETECTABLE CONSTRUCTION JOINT WARNING DETAIL Sias are turn E 2 Z Q 0 UU Ci CONCRETE JOINT DETAILS COMMERCIAL PROPERTY - ADA RAMP DETAIL E ^ W w Q e BOUAPO V J NCNETE SLAB LOCATION WERE PVOEBUARO EOV 7SREEN R U Q] VARIES (PMS K79) REFLECTOR TAPE @ TOP WHITE w ' FINISH WITH} ATTACHEDTO %PE WITH PLADNE CI.I I� REFER TO SITE PLAN RADIUS TOOL LAB COMPONENT AOHESiI'E BOLVAOSSHALL 9E aArEO 4 "OW. STEEL BOLLARD D COLD BREAM R.T BONG METE PAVEMENT T GL Off' FILLm W(CCNCRETE BREAI(ER. TOOLED bb BAR AT 48' O C. VERTICAL CONF.CTE. SUBGRPDE GREEN RET -LEGOR TAPE SIKA iC SL {SELF - LEVEUNG ONG)CAULgNGOR DAV sTRENG� H EQUA PICTORIAL VIEW R­ wiern .O UM 20 L _ 0 12' CLOSED CELL FOAM � CJ E- ^ CONC. SIDEWALK CR -G I1 PLAN VIEW z i kFt -I I {j f � {- 1 I -I I -• - - µ•5D5 <`x 4'WREMESH e [( I I I -{ I I -! I III - III -I t• I '-- I I I -) I I f -I 1 I- 111 = ; {, I ! I %/�f � /�/ \% // '/�/ \j //>\ /� \/ - 3o BOLLARD COVER • _ cR-G G O° G REINFORCED RTLAND CEMENT CO CONLRETEP VEMENTPER p FDOT SECTION Q,' N�o5 A LL O I I . FDOT CR -G CURB RAMP (INDEX 304) 4-Dw. STEEL BOLLASE 4- THICK CONCRETE SIDEWALK VATH { I j 1 I { I I- \ \f \ \�\. \ \ \ \ % \� �j' \ \ / \ \j \j No CA)FIL©WRHCONCRETIE ' SAND O E 6X6 t 2XWI.2 WE LDED WIREMESH REI WNFORCEMENT.4000PSIQ28DAY5 IIS GAS HORIZONTAL VM:u� sUBGRADE 3 6" (TOP REINFORCING NOTE THESE ASE M MMUH 4 DETAIL -A' (STOP REINFORCING RAGE PER FOOT sTAwOARO N'N. NF.o ATJgNTS) sPECiF CAi{ONSSE CilON 160 TYPES GONG S!OEVIALK DETAIL NOTES _ 1. PROVIDE - PREMOLDED EXPANSION JOINT FILLER AT 90 CENTERS, CHANGES IN DIRECTION, AND ABUTTING SEPARATE POURS. PE ORi FOR .-I aryY 2. PROVIDE TOOL D CONTRACTION JOINTS AT IG CENTERS. s FEP Rio - pAYEt£NL i i Ii TV 3. SUBGFILE To BE COMPACTED To BS %OR GREATER OF MAX. DRY DENSITY PER ASTM 0.155] NOTES i MNADEM- RWSSHN -LMEET FOOT REOUIREMENTSNCLUDING COMP -1-TO OF _MU DRYDENSNAS OET'ERMNe. BY AST. RIBS] AND LBR OF 40. {•i+!=- GPVCSEEVE: SANV ' i ffi 2 LONCRETEPA CMENTSHALLMEETTHEMORESTRINGEMREONREMENTDFC THERTHE FILLED, VOD SPACE Ii i SSj sPECRCATONS PROVIceo Br THE OWNER LOLaLamOODNTY REau REMEMS OR FDOr •' , ; ' m , SJ TURNED DOWN CONCRETE WALK DETAIL BTANDARO6PEL CONSTRUCT RDADANDBEMENT WIT. TPATIDN w BDL ARD SPAC,R 4 LGNR GRTGLGNSTR TLG.LREAND. GEC.NTRDC ERSEJGNT9Ai18DL GT LILTED PER DETAIL ON THIS PAGE ° I JOINTS TO BE CONSTRUCTED ° e REFER TO ARCHITECTURAL PLAN SLAB AND CURD ISLANDS LI 5 ORATGODOVEI AND JOINT S_PNEEN CANOPY SLAB AND MONOLITHIC CURB PER a 9 Immoss a, s FOR ORIENTATION OF CANOPY CONTRACT � F VARIES C£iAT THSP E. A. SLEEVE. 9A!0 HUED QREFER TO SITE PLAN (4' MINIMUM) mv0!D SPACE m = II IIII ' - - - -- CONCRETE SLAB DETAIL i COMPACTED EWEOFS DEWALK ° r i, � �- „_ I' I o FAS EHSP95 GRAVEL EASE . ,4 I I x _ "ACCRETE (YP i F RcT L FT OF I I I I OJ nS�HALTIC ELEVATION VIEW PLAN VIEW II I� 3 {I I A. f1 { -iI wN AL os3w12 SEEOEMOpLAN I -1 I , ! f i =l I 1 -1 ! 1' ! ? I 1 ` ' E' -I I 1 -I ! -1 ! 1_I'•. 1 -I TYPE 6P,25) 1_IiI_,j - Iil_I1I 'III_(�I- Ili -ni _ EN BOLLARD SET IN CONCRETE WALK DETAIL 4'THICKMIN CONCRETE S{DEWAlK W7TH P T _ 1w. N Z �} U 6XB W12XE- WELDED WIRE MESH PREP-REDIARTHSUBGRACIE % - = REINFORCEMENT.4000PSIgT28GAYS. (CQNPACTEDTO AT LEAST 95 { � "%tU L � G PERCENT MOGFlED PROCTOR) >� J, C E S MIN . CAST OR RUBBED (FWILAL) -�-�1 0 ]u M1 U Q - T 'T -,I 12° a m DETAIL NOTES: sgwwrt rvE A EGA E Coors R R z a r m i. PROVIDE} - PREMOLDED EXPANSION JOINT FILLER CENTERS. CHANGES IN DIRECTION, AND ABUTTING SEPARATE PWRS. �� I( 2MIN N® -A. { k 2. PROVIDE TOOLED CONTRACTION JOINTS AT iP CENTERS. T N r �IVLgy T P E SO B S DO R C M N A SIN THE GE°TECHNICAL INVEST -11 REPORT. r� - 5 'T OF TYPE sF95A5P BETTER) ,l4•PITCH 3 "M11AX IN i E C U G -O- A S R C S LL EXISTING PAVEMENT ISAAD OVERLAYW!THr FINAL "Lr c T(UeVEL COR q OPTIONAL t U PARKING So GR3,A' CONCRETE SIDEWALK DETAIL MILL AND OVERLAY DETAIL k rF MIN_9MAX OARS, ANY ® -= °_ M lES X(TVJO PER GU RO) 3a t _ A TIME m °;- _E MOTIFS: ai. sax. m°Om �$ ;� LAYER DEPTH 9' �FNI -., �� OA...[[eo -v. O ? a J ° m N m x As%1ALnC CONCRETE SURFACE COURSE C I. ULT MATE STRENGTH OFC E _ FOR 1- ULTIMATE STRENGTH OFCONCRETE FOR FOR 1a AN, s p S x 'm^ AGGREGATE BASE COURSE FOR CURBS SHALL BE25W @2B DAYS. DUMPERS SHALL BE 252 P.B.i. @29 DAYS I c r m A ° T- 2'MN. IB- U GONTRACTIONJ CURB Fi > -onory SHALL SMALL uE wT Gr R7 -1 m II ° m g 13 AND AT SPACING nom _ FT BETE s T. WHEEL STOP DETAIL o�= ­E III ASPHALTIC CONCRETE SURFACE COURSE 3 WHEN PAVEMENTS CONCRETE PROVIDER DETAIL NDTES. !'�.1:, u n mN PER FDOT DMS{ON Bb PAFVVES 2' EXPANSON JOINT WITH PRE-FORMED LEGE.V SE4A.L 3e REO (RETROREFLECtIVEi • FMENT I 6. 2 CARD DSHALL BEV TF(RETROR EFFECTIVE). JOINTINDC NC JOINT VENT BEtWEEN as cx SEAT NCRETF PAVEMENT. TYPE "D " CUR B CONRET CURB FACENOr REGUiRED Ar END OF CURB CONCRETE CPAVEMENT FB .) ¢ THECR CROSS HIGH EDGE °F , -AND "NO PARKING" SiGN DETAIL FLARE RAMP AT ENTRANCE DETAIL w THE CROSS'TER STOF TYPES 'E", E'. AND I.L Z _PE GUTTER SHALLMATCH THE CROSS SLOPMOF THE ADJACENT EDGE OPTIE EDGE OF PAVT PAST I R SEE NOTE PAVEMENT THE LH!CKY ESBOFTHE LIP ¢ c MIN UN-F =SUFFACFON - - EDGE of . PIN AGGREGATE BASE COURSE PAVEMENT I OVIEDON pF PAVEMENT EONTHY PLAN U m - PER FDOT SEC. 204.205 •• 3 °R w EDGE OF PAVCM'cNT TO RE I /¢'ABOVE () Z 3 LIP OF GUTTER. SURFACE ON HIGH EDGE 1�1F�---�{{! FLU E ELEVATION TO SUFFUSE SHALL OF TOP OF CURB ul-1i TOP O- DETA{L NOTES: I -IT. t NBANOGUTYR IFRBOTHEDGESAREAT "I Tc SANE ELEVATION, SURFACE SHALL BE 1. CONSTRUCT3- ASPHALTINLIFTSOF150FTYPESP125AND 1SOFTYPESP95 31 2' -P-- -� 0 "MIN- 5'Niry FLUSH. GUTTER GUTTER Z OLL 5 -'V 5. ENDS OF TYPE- O" AND" F" CURB SHALL PROFILE PROFILE F z. AGGREGATE BASE COURSE CAN BE LIMEROCK OR CRUSHED CONCRETE (LBR = 100). COMPACT BASE TYPE "F "CURB TRANSITION FROM FULL HEIGHT TO ZERO 11 COURSE To SB %OF THE MATERIALS MAXIMUM DRY DENSITY PER ASTM D -1557, 3 FEET. Q FLARED END STRAIGHT END C FG 9.1 I ASPHALT PAVING DETAIL CONCRETE CURB DETAILS (FDOT INDEX 300) CURB TRANSITION DETAIL c a y 8 S e =s jx: 9 2 3 4 5 6 7 8 9 10 11 12 13 WELCOME DIRECTIONALSIGN OVERVIEW in _ _- 3�.. SPECIFICATION � s SEE HANDICAP ACCESSIBLE GN DETAIL THIS SHEET EDuE OFP0.VEMENT OR FACE OF CURB / S Eo mellm m m 4? \�_ At— Shell whil8 N A 1 w rc 24— DESINC<E ITE SOLID LINE - P -tt e h' 5 GNAGE OTHER THAN HANDICAP ACCESSIBLE fff a STOP SIGN (sroP, YIELD, ETC) W� ) { t0o as j1 g e # u- cHaNNEL sicry POST a Qd q Va i m GSCHEDULE 40 STEEL PIPE FILLED WITH i ¢Q CON CRETE AND PANTED TRAFFIC YELLOW ' } m ONLY —.N SIGN IS IN PAVED AREA OR co B THROUGH LANE ARROW TURN LANE ARROW SIDEWALK UNLESS OTH Rw cNOr6o. O L°Jn w cq co _ DETAIL NOTES: r M M t. RIGHTN NARROW TO BeTHE REVERSEOFTURN UNEARROWSHOWNABOVE. REFERTO BREAKAWAY CHANNEL POST 6t'NISbM°IOwMw 2. HALLBE THERMOPUBTCPAINTEDREFLECTNE —TE DETAIL WHEN STEEL PIPE SNOT REQUIRED > LL q 3. ARROWS SHALL BE APPLIED PER FDOT INDEX 17346, LATEST EDITION . - " } SLOPE TOP OF CONCRETE pmnlpA' gMe 1%vrt Net i Q Q W TRAFFIC FLOW ARROW DETAIL . FINISHED GRADE mo�eoFaoe BymuRx a eLe�- a.�saoa ! eNmEAl�e1MM¢eatl mWlpnpry. Q O in B'Dewelunhvvn4EH�etl WG adRxwref erpema U s PRNIarY>b shoe p ®IN�M 6.mPw/mlamfvmk¢rw. IT _ -. Nw�anunm®ml=.mm are^'�colmam�� pe� BrePrecFmnteou7m alww amn tom, vmw�ekw N (n d Tm m llese mueu,lPPe sM ^smetm °rrwewormamis =Flmfaaroaf afl.mimwlwf;stww. UJ Poe wHVabtl.wmwnP.aNT°tlu e SOLID PARKING SPACE LINE(4"WIDE WHITE) - I I _I[ -A 14'mo!4foopRaom6 P'�w®a pMia� c _ Z C) C - 8gnm.De ULledetl. 512' Sf? ,,II >> q�// C 3500 PSI CONCRETE L.e... 00 7 y_ fi" WIDE DOUBLE SOLID UNE LMC' (6° WIDE WHITE) Il „C �#�I�� = 1 I ?' �q wo F:9 ' 3. C Q O , ^ I WIDE OIJ D t NE y+=-i .# 1=_ ] aMb.I.1a Est —.Inc �M ` SPEC U) SE NOTED ON PLAN) � ll— ,- I S-E fi Bmn, ewes � �'.�.�.« •,M �� 12, Date 3 Page 40 t0 � � Z DIAMETER L SEEP UN SOLID DOUBLE CENTER LINE {6'WDE YELLOW) MACHNE BOLT Nm GO O O {° DIAMETER STANDAIR FINISHED GALVANIZEDORZINCPUTED cRaDE "WELCOME” DIRECTIONAL SIGN DETAIL n LL.{ SSOUARE OR H—ONAl H DMACHINEBOLT ITH - =3 w L SOLID CROSSWALK TRANSVERSE LINE (i2'WIDE WHITE) -4 (-) (T r SEEYOU SOON DIRECTIONAL SIGN OVERVIEW U) SPECIFICATION DETAIL NOTES: W NY POST (PLANT D W ROSANO ARROWS FOR DR VEWATS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS SOLID ST BAR LINE (24 -WIDE WHITE) BREAK AWAY POST JELEVATIONI i/� —��1 -T cewneSCWO!$/iRle}I _ OUTLINED N SECTON300FTHE MaNUAI OI. UNIFORM TRAFFlCCON ROL DEV CES FORSTREETS g STOP ) jI AND HIGHWAYS T tTT�IC.l7 2. LETTERSAND STOP BAR ARE TO BE THERMOPLASTIC PAINTED REFLECT — WHITE_ L GES: SI ALL 51 NS SHALL COMPLY WITH THE UNITED STATES DEPARTMENT OF TRANSPORTATION, Top Kee NOTE: ALL STRIPING SHALLBETHERMOPLASTC {F NOTED ON PLAN) FEDERAL HIGHWAY ADMINSTRATON'S' MANUAL OF UNIFORM TRAFFF CONTROL DEWCES� Gam' Zen AND SHALL MEET THE CRTERA OF STATE AND LOCAL AUTHORITIES ( fATESTEDITION )ANOLOCALCOCESA53PECEIED. �_i -T t�1 —� —gam �1'-T RUe + O00© Ci Q� HAVING JURISDICTION. 2. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S REGU REMENTS. �0 STOP BAR DETAIL STRIPING DETAIL SIGN POST DETAIL I �o If ¢¢¢¢ LL b Q Y T a N E Q, I i 5 H G c b c / %GCS- G'rGrO pq. 3 9 -: 2 I .n' P f 1Jr 2. -rrss, _oc MY J ( W BLUE TE LEGENDGANDU PARKING SPACES BORDER � HANDICAP fpm w TI S SIGN TYPICAL A (ems , Q� er„ r , - % - O 1!. PmO. CebNe1.O.YaMe_n_ c�l ! I _.,,V (� V ;�cm 6 3.:.n FTP 20.G'o (12 z tS' �I� pia fPARKING BY -:o�- �.f'� -- i'`r— J' L I.y )l �.E -1 FrootbW GPPOtlmh°m LLN PERMIT �I 1 -f .g— i I _1- I d W W TE BACKCaouND WITH ONLY 7 One Ei trtlsmeNylOm=Difectlonel 9[Qn- 4:'!S' Rmea q 24 • /. ((''�� i k h R_...crce..zr.+ {� a4 ot,. .,. Re•¢. ` I/^ f BLACK LEGEND AND BORDER peagellvNUn4gp�iwROdgn �mlaNgl¢redMn vWLL r 4 -. 2C _ IPy,�AtvaNdlMRe mH rteNun pry. TOP VIEW \\ — i .F <• /!I °,� < a�.s - RmmrffikewM ®p®wl�4+p rr�p.mlaP�x t FTP22A6(INDEX) +nt 1e10 �w/I/YM�sIyJCNOAAV �. O yg- _ 8 eG: ta.^% 5250 FINE LPER FOOT INDEX tT355) -Tmt R4f e�alaceepplm]211�.3mVtfai TfuWUwnGIryFKFAnB®p6/enmmfBNe wYAY MI% y WHITE BACKGROUND WITH F.S. 376.1955 -:w4mw IIM 9M °Caneddc"Ope@a DepNC FRntBOGl�Appb oiv+Pramm�Y 4POawoB ictp k _ - ` bs BUCK LEGENDANDBORDER I� �pFa1 ro+*�erouN Teo. no o, L , ---� - �faWlwmT¢mi el®n Ntdmletl's (!� Y/. o TOP VIEW eGtt -. L =Wl' TOP VIEW - IfnA�lw I, age�e�nmvnamw �. fN - Si.FmOe ULIebh1. i^� Tar ray E -- Cumberland Fertrs,lnc $AEC i J _.et DETAIL NOTES. ! # Dffie ZF Cm9 ['nentl ALL SIGN BACKGROUNDS SHALL BERETROREFLECTNE SDecif IxI Guide Flags � alit .' I" 3F• i -� �'�'' �. y oG © --s9 2. LL SIGN LEGENDS AND BOB ERSSRALLBERETRDREFLECTIVE �° m- ' °m`°ie� �°` 12.19.13 REFER TO rDOT NDEX IT3S5 FOR SPECIFICATIONS Co TRANSVERSE SECTION .: F r t >- U C7 U LONGITUDINAL SECTION f P a �r,f 5„ N Z �' U FRAA/E AND GRATE ! —'L HANDICAP ACCESSIBLE SIGN DETAIL "SEE YOU SOON' DIRECTIONAL SIGN DETAIL SECTION AA SECTION BB LL o 9 ,; ?ug .e7. E 3 'T .5_E NiTC`.5 BELDN", ?T, LL�L1_�L_1_������ e... ., G.s POP SLABS HfC SIGN �' m Iiii Ll�.v GG °.aGt,rT m a IT'j� ��''((�- {{���T(� (�� z ee AIR MACHINE N L_L�"�—L_L��"T'j�'l_L__T LI_�'(��j'j� o. ^] i j;: GENERAL NOTES c � 6'CURB 0 VJ 0 0 U �LLEEE EE —IT— S� 1, i .0 Y. i ! CONC. PAD 1 <° e t C b . 5 y- b Y t ((''��E �7' E((''ff��� ,� B M o ° LL_. LL LJ— V= • 2 .,1 'f M f C S Pa ..nc c u=t• ..u_..� B L EXCEL ELECTRONIC - n 2 rn... A TIRE GAUGE MODEL. m e ���(SiI– �����j 1 —� o _r SC03 ��[[�_ Lj— B 5% IN ALL L DIRE SLOPE L� e ° tl INAL DRCCTI0N5 nX01 °W'i ;t Iij-�Iij-� � I fj7��� ��' A. 9 U. a. ,r t M 2CD _ t.: O N I ��t(1.[�Gt 1 i o° M o? E o `-'—E�� ��'�iy ��EEFF 77",, rV •. .,.ic.. .cV ?"�' s•aa .. „-� Gs v ssG .re sh.. n. .ps s.w :5. she. .Ga .. °- I f/� I A 5'TURNNGRADIUS 2TFLEX °a53 12. < s? 1/' - - - \\ \fin FOR WHEELCHAIR EFFICIENCYPICURVE pv f s- w... I I _o STEEL vP N R TOP VIEW e,e. G. . r::ce .r.e -,Al I >> °m>•' HOSE 4'CONCREiE PAD '- v� ;d= -E -- 'S..',. T —� 5 v c.., -. e.. t° �2' 2" 2" /: c -\ ! .,,t G G. 2✓_' .. .. ro o,. -.•?g x.P ne .c ci STRIPING LEGEND ADA COS!PLNNi Jf. ADACOMPL!ANT R. • :2 F -c /S aces 2 "F - f v -,?_. } '-F; r ...cr_ 2✓ -Q s p ._.,. 72' S' RAMP T- - m e = '� e HANDICAPPED AISLE O 4° WHITE RAMP A=—, £ r BLUE STORE FRONT BOLIARD DETECTABLE WARNING t e.r - G„ SEE DETAIL THIS SHEET W — = ! ecc �? .,.� :. t s a. .r;. -.Y y= •. ©4 " BLUE @45° 25' n ._e ,e.a:3 \ Gs Fn, �A _, n5 -2. on::._g. ?. ,...c s. - ... .ef:� 2 ACCESSIBLE PAR KING SPACES AND ACCESS AISLES PLAN VIEW ELEVATION VIEW w c SECTION DETAIL A DETAIL B o SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1'50 (2 %) IN ALL DIRECTIONS O GRATE DETAIL zola Foor DoSig, st dBmB I CURB INLET TOP Trov c of 1 0 g nES HANDICAP ACCESSIBLE STRIPING DETAIL CFI AIR MACHINE DETAIL a CFG9.2 of 50 A 6 E D E F i F G i a �g 9{ d s § H Ti � a R^ sR Im 1 2 57 HEAVY WT WELD-0 6NNIEL HINGE (2 /GATE. TIP 3 1 4 1 5 1 6 1 8 A —LX I LKIUIt [s —uv I tttiutt s DUMPSTER ENCLOSURE GATE ELEVATION DETAILS FG9. SCALE: 3/4 " =1' -0" 8- PIPE STEEL GATE POST FILLED W/ CONCRETE AFTER WAVE INSTALLATION: PANT T.O. CMU TA. CtlU TO WATCH SIDING (TYP.) I..I X9-0° �— CNff BOLT (IMP. OF 4) HEAVY WTI' GALV. SIDE BOLT LATCH (TYP. FOR 2) T.O. CULT. STC4E EL 3 ° -U LINE OF FFG & TON LINE OF FTC k FON BELOW: SEE STRUCTURAL BOLC4; SEE STRUCTURAL. a ELEVATION FG9. SCALE: 1. =I -0 PIEC19 WALL CAP s ELEVATION <G9. SCALE: 1/4 WALL BEYOND: SEE 21CFGS.3 —\ 9 10 12 13 FINISH SCHEDULE ANNO4 DESC. MANUFACTURER MODEL COLOR NOTES SYNTHETICWOOO CERTAINTEED PT-5 (SEE BELOW) PROVIDE SCARF JOINTS ON ALL EXTERIOR SYNTHETIC WOOD TRIM. GC TO SW-1 TRIM 8 FASCIA C:^ PUTTY ALL NAIL HOLES & PAINT ALL SYNTHETIC WOOD TRIM 8 PANELS. FIBER CEMENT WOOD GRADE FINISH. PROVIDE ALL REO'D ACCESSORIES AND TRIM FOR A FGB-i BOARD SIDING CERTAINTEED WEATHERBOARDS PT -5 (SEE BELOYJI COMPLETE INSTALLATION. OWENS CORNING CSV -2028 CS -1 CULTURED STONE CULTURED STONE, SOUTHERN FOG INSTALL DRYSTACK ONLY; SUPPLIED BY CH LLC ILEDGESTONE A" SERIES /A100 SATIN FlNISH 7035 PT -5 PAINT (EXTERIOR) SHERWIN WILLIAMS (PLASTIC, CMU& WD �fAT`STHETIC WHITE SURFACES) s1 FINISH SCHEDULE FG9. SCALE: NTS 8' PPE STEEL FATE POST FILLED W/ ATE ATER 3 2 GATE INSTALLATION: PAINT TO CFG9.3 CFG9.3 WATCH SONG (TIP.) T.0. CM0 HEAVY DUTY, GAY. SDW BOLT LOLL MECHANISM I 11 E S Ft� PROVIDE SELF CLOSING .i I R MECHANISM THIS DOOR ONLY - -... -... LINE OF FTG § TON BELOW; SEE STRUCTURM. H 1 1 I s ELEVATION FG9. SCALE: lld"=1' -0" 6 CFG9.3 22' -4 1/2' U FTC FOR v— BELOW: ; SEE E SSTRUCTURAL T URA 7 ELEVATION FG9. SCALE: 1.— 1' -0- M co r^ 0 � co t M M U- 0 Q Z F � U ~ P; O L a- = U (B >z u- m3 O Z ~ cn co F— Z wz O r- LLI U �Tn H O� �mc o '0 Sao$ o CS, Z 0 g�CI � U � wad U 8' STEEL PIPE FOUNDATION TO FOUNDATION - -- /X4 SYNTHETIC WOOD GATE � ca20w'cR8 E E 3/ 4` DPP EDGE (TYP BOTH SIDES) TRY: SCE SW -T IN PA B= d ^ m x ' FINISH SCHEDULE I'XI, MIT. NOTCH s° )' STEEL DOWEL, MR 4' ° n e ° 0 ac EMBEDMENT GV.Y. FASTENERS INTO FRAME & ) n , 8'A+X 48 H SFEEL ° G &QC#BlC BEHIND; CUT Nl THRU a> �pW.��dA�� MTF ' ° p ° I FASTENERS FLUSH WITH FACE OF I c ° ° ° ANCRETE: P PT-5 p ) SYNIREIIC W000 SIDING BLOCKING (TYP.) I ° ° (IMP. OF 4. E FINISH t, ° f 2 ° ON 1X3 VERTICAL WOOD i ° ° LE)' SEE p I STRAPPING 0 24° O.C.: 15/16' COMPOSITE WOOD 1 ° e� — — e — ° ° °r ' SEE FC3-1 IN FINISH RANKS: MFR = VERANDA ,p ° 4•_0 4•_ ' n 4'-0' ° I - ., I SCHEDULE DECKING OR EOUA: I 4'4 . ° ° 1 v COLOR =BROWN I ° �. ° �° ( n pI > �' I 7 p 8' CW WALL: SEE STRUCTURAL 2- X 2- X 114' STEEL MC LE WELDED DOOR o o ) ° I > ° ° ° ( a FRAME; PAINT TO MATCH SONG c - �' I ° ° ° I n' : n aCONTAINER `= ° -FR-b- n , I a 12° CONTAINER ° CULTURED STONE VENEER - o m ° Q , ° (1YP. °FMPNT Fte)TM C SZ� 1 a �° I (iVP. If END L04OXC SZEp °I > I OW U In (ORYSTAa®) MORTAR SETTING E9b 9G ° ° - BED. SEE CS -1 IN FINISH 9.3 CFG9.3 $ I ' dp ° ° ' ° °) e ° °I n ,� ~O U SCHEDULE CFC9.3 I g °p I9 n® n P ° a ° LL 1 O Td CAVANRED WIFE LATH W i , w �' DO STAML% STEEL FASTENERS. 15/16' COMPOSTE WOW ° n e ° I >o no I ° EQ' EQ. ° U Q m a TYP. PLANK BLOCIGNG: MFR = I ° ° I , YFRAEDS DECKING OR EQUAL; ) t n ° ° ° ° ° ° ° ° — -Jp C Y PAD PERIMETER, AT COLOR TO WATCH SONG I ° E-- T> — °—p— — — — J ° L — °— — — Nr 3 n ® n > N m HIND DOOR 2' MIN. I > p b e ° h�T` ° ° CFG9. ° a p c Q Q U ABOVE PAN I I, , ® ° 3/4` PHC t-EEVE FOR CARE e I BOLT (W. FOR 4p WMPSIETS: SEE '- 5 CONCff7E PAD FOR R1JF AT PAD ° �n ° ° ° � � SEE CONCRETE PAID 1011 STRUCTURAL W STRUCTURAL PERUETER, TYP. 8 ° �!1- °d a _. — — °— — �mE 0. > oSm-mo�E n t a 1 °10'- 6°1%4' ° ° TD`ee V/4' w uR u d w rc j Pik ! Tom! I W < z It o U z WALL SECTION a WALL SECTION PEDESTRIAN DOOR T ENLARGED FLOOR PLAN DUMPSTER ENCLOSURE CFG9.3 FG9. SCALE: i' =1'0" FG9. SCALE: i'. 1' -0" FG9. SCALE: 112" =1' -0" of 50 0 C:^ - -... -... LINE OF FTG § TON BELOW; SEE STRUCTURM. H 1 1 I s ELEVATION FG9. SCALE: lld"=1' -0" 6 CFG9.3 22' -4 1/2' U FTC FOR v— BELOW: ; SEE E SSTRUCTURAL T URA 7 ELEVATION FG9. SCALE: 1.— 1' -0- M co r^ 0 � co t M M U- 0 Q Z F � U ~ P; O L a- = U (B >z u- m3 O Z ~ cn co F— Z wz O r- LLI U �Tn H O� �mc o '0 Sao$ o CS, Z 0 g�CI � U � wad U 8' STEEL PIPE FOUNDATION TO FOUNDATION - -- /X4 SYNTHETIC WOOD GATE � ca20w'cR8 E E 3/ 4` DPP EDGE (TYP BOTH SIDES) TRY: SCE SW -T IN PA B= d ^ m x ' FINISH SCHEDULE I'XI, MIT. NOTCH s° )' STEEL DOWEL, MR 4' ° n e ° 0 ac EMBEDMENT GV.Y. FASTENERS INTO FRAME & ) n , 8'A+X 48 H SFEEL ° G &QC#BlC BEHIND; CUT Nl THRU a> �pW.��dA�� MTF ' ° p ° I FASTENERS FLUSH WITH FACE OF I c ° ° ° ANCRETE: P PT-5 p ) SYNIREIIC W000 SIDING BLOCKING (TYP.) I ° ° (IMP. OF 4. E FINISH t, ° f 2 ° ON 1X3 VERTICAL WOOD i ° ° LE)' SEE p I STRAPPING 0 24° O.C.: 15/16' COMPOSITE WOOD 1 ° e� — — e — ° ° °r ' SEE FC3-1 IN FINISH RANKS: MFR = VERANDA ,p ° 4•_0 4•_ ' n 4'-0' ° I - ., I SCHEDULE DECKING OR EOUA: I 4'4 . ° ° 1 v COLOR =BROWN I ° �. ° �° ( n pI > �' I 7 p 8' CW WALL: SEE STRUCTURAL 2- X 2- X 114' STEEL MC LE WELDED DOOR o o ) ° I > ° ° ° ( a FRAME; PAINT TO MATCH SONG c - �' I ° ° ° I n' : n aCONTAINER `= ° -FR-b- n , I a 12° CONTAINER ° CULTURED STONE VENEER - o m ° Q , ° (1YP. °FMPNT Fte)TM C SZ� 1 a �° I (iVP. If END L04OXC SZEp °I > I OW U In (ORYSTAa®) MORTAR SETTING E9b 9G ° ° - BED. SEE CS -1 IN FINISH 9.3 CFG9.3 $ I ' dp ° ° ' ° °) e ° °I n ,� ~O U SCHEDULE CFC9.3 I g °p I9 n® n P ° a ° LL 1 O Td CAVANRED WIFE LATH W i , w �' DO STAML% STEEL FASTENERS. 15/16' COMPOSTE WOW ° n e ° I >o no I ° EQ' EQ. ° U Q m a TYP. PLANK BLOCIGNG: MFR = I ° ° I , YFRAEDS DECKING OR EQUAL; ) t n ° ° ° ° ° ° ° ° — -Jp C Y PAD PERIMETER, AT COLOR TO WATCH SONG I ° E-- T> — °—p— — — — J ° L — °— — — Nr 3 n ® n > N m HIND DOOR 2' MIN. I > p b e ° h�T` ° ° CFG9. ° a p c Q Q U ABOVE PAN I I, , ® ° 3/4` PHC t-EEVE FOR CARE e I BOLT (W. FOR 4p WMPSIETS: SEE '- 5 CONCff7E PAD FOR R1JF AT PAD ° �n ° ° ° � � SEE CONCRETE PAID 1011 STRUCTURAL W STRUCTURAL PERUETER, TYP. 8 ° �!1- °d a _. — — °— — �mE 0. > oSm-mo�E n t a 1 °10'- 6°1%4' ° ° TD`ee V/4' w uR u d w rc j Pik ! Tom! I W < z It o U z WALL SECTION a WALL SECTION PEDESTRIAN DOOR T ENLARGED FLOOR PLAN DUMPSTER ENCLOSURE CFG9.3 FG9. SCALE: i' =1'0" FG9. SCALE: i'. 1' -0" FG9. SCALE: 112" =1' -0" of 50 7 2 3 4 5 6 AFPU a -[lw mm]E CXmmscaEw -IN CaPIHEO °p PVc ,rtBm mmt INUNE DRAIN vc it �mm7 soup XINCEI a tpnl mou cXEG co EosANYLIPLASO vEMENr Vcc LNG rr FIR UNPAVED APPUCAr OHS ° o<o1P_ -T- a A + CORE-111. mm70 LOCATED IT —TER IF IUAM�.R 0 F E s s6ar o sca,ICaameEa soLVENTCEME AS 11 G110 BE las ^HOLES w6g6o D) sscr �nA s6rn _ ILEAH CRDS211.1 GULAR II A STORE NO—OVEN GEO=E A A SC -310 INSPECTION PORT DETAIL A a-rym mm] seXEO ea PVC B 4.11 B 1SCHEnaDPVc GRAN oaf a-Itnl mmj—ED AB -C COUPLING AGGREGATE MIXTURES 4" a't,BD mmjscx BPVC :" [102 TD Lf� A Ss-IZdae mml la-IM5>mml'�' PGs Gam— SISIOCHAMBER COgE <S'(, 14 mm]OHOLE IN M6ER a.r HOLE 6Aw RED O) cXN u R s;M] .... ... v. .I a - CLEAN atUSXEOA i AVAIL - STANDARD HEADERS AVAILABLEV G AD514W0827Li10 NON WOVEN G EOTEXTHE FARRIC +s i OINNECTEDiXROUGH wgRUSA1EOrosMOOrH nPEAOavIEaM a[a,nREO. atz lxtST mPBS,a ALL 111UCUGLE AO F IGI TO BE SOLVENT PIPE MANIFOLDS SC -310 VENT DETAIL 0 E F G H S _ S E a m� eM Z) Q © fm o o © O Q Q KK © LL Q ® Q NN Q PP BEO 19.00 I 1950 20.03 1 2733 N/A NIA 1 213 1 22.83 1 1950 1 12" 1 19.50 1 12' 1 19.50 1 12 1 18.50" 1 1' 1 1950 MAXIMUM FINISH GRADE TOP OF PAVEMENTIUNPAVED® I MINIMUM UNPAVED FINISH GRADE A TH VEH CLE TRAFF C MINIMUM PAVED F N SH GRADE BASE 5 OF FLEXIBLE PAVEMENT) TOP OFI `�,'M M UNPAVED F1 ISIGRADE RE NFORCED CONCRETE PAVEMENT VEHICLE TRAFFIC 7 I 8 1 9 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH SC -310 CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH DESIGN MANUAL 2. THE INSTALLATION OF STORMTECH SC -310 CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST STORMTECH INSTALLATION INSTRUCTIONS 3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLTION. CALL 1- 888 -892 -2694 OR VISIT WWW.STORMTECH.COM TO RECIEVE A COPY OF THE LATEST STORMTECH INSTALLTION INSTRUCTIONS 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SC -310 NOTES PARTC STUB A B C SC310EPEO6T NYLOPLAST 301 DRAIN BASIN. 2B30AG _ _X mN,EwA�wv,eEww 9.60" 244 _1 5.W 11A7 mm P.uustmren 1PAN rlelXruzGSa�rt[ r Ou � Latyw a0ncaupr/.eER9a1.4trvs uacrww�6wmun,m®tl 16\' zcra mvw�esaasmm acmmmcio BAV'Im un> 9.60" d4 mm tr.v55 P PAmss%n n,A'Mq snv,s.sra Mw,e�wraaN�rAS F�1°,m'� .. � V$IS, P O w ms>r, 89 3.50" 69 mm *off xa,rs ®4Aaenmeccnox ,mreunwrmm+nLa+mn'a 8" .1 11.90' 302mm NIA 050' 15mm SC310EPE10T 10" 50 mm 12.]0° 323 mm t.40' 36 mm NIA SC310E PE, B 1 10" 250 mm 12.]0° 323 mm NIA 0:70' 18mm 'SC310EPE12B I 12" 300mm 13.50° 343 mm N(A 0.90" 23 mm Z) Q © fm o o © O Q Q KK © LL Q ® Q NN Q PP BEO 19.00 I 1950 20.03 1 2733 N/A NIA 1 213 1 22.83 1 1950 1 12" 1 19.50 1 12' 1 19.50 1 12 1 18.50" 1 1' 1 1950 MAXIMUM FINISH GRADE TOP OF PAVEMENTIUNPAVED® I MINIMUM UNPAVED FINISH GRADE A TH VEH CLE TRAFF C MINIMUM PAVED F N SH GRADE BASE 5 OF FLEXIBLE PAVEMENT) TOP OFI `�,'M M UNPAVED F1 ISIGRADE RE NFORCED CONCRETE PAVEMENT VEHICLE TRAFFIC 7 I 8 1 9 1. ALL DESIGN SPECIFICATIONS FOR STORMTECH SC -310 CHAMBERS SHALL BE IN ACCORDANCE WITH THE STORMTECH DESIGN MANUAL 2. THE INSTALLATION OF STORMTECH SC -310 CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST STORMTECH INSTALLATION INSTRUCTIONS 3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLTION. CALL 1- 888 -892 -2694 OR VISIT WWW.STORMTECH.COM TO RECIEVE A COPY OF THE LATEST STORMTECH INSTALLTION INSTRUCTIONS 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SC -310 NOTES PARTC STUB A B C SC310EPEO6T 6" 750 mm I 9.60" 244 _1 5.W 11A7 mm N. SC310EPEO6B 6" 750 mm 9.60" d4 mm N. 0.50" 1 mm SC310EPE08T B" Z(U mm 11.90" 302 mm 89 3.50" 69 mm NI N/A SC310EPEI 8" .1 11.90' 302mm NIA 050' 15mm SC310EPE10T 10" 50 mm 12.]0° 323 mm t.40' 36 mm NIA SC310E PE, B 1 10" 250 mm 12.]0° 323 mm NIA 0:70' 18mm 'SC310EPE12B I 12" 300mm 13.50° 343 mm N(A 0.90" 23 mm 10 I 11 1 12 I 13 ACCEPTABLE FILL MATERIALS: SC-310 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION/DENSITY REQUIREMENT DESIGNATION' O° m MExr SVSSASUa NA RIA EMENTSUSORAOEREOBI BATS. """ O,xR6M6nrs_ Ir MAT ERIUAxO PaEPAw.nox © TLOa,'TEE a�.REM °GsxB�;HE - s {sG1�rN 1OO. AGTA MATEmALOVER t8-(aSZ mmIAeO+EE HE ios OF TXECXAMSER. UNES RES IS S ax 6E USED Ix UEV CF 615zmai UFrS TOaM.M� z�sinn�nG IFTHISw.ER. NTSUBBASExa.BBAPAR tSwYER ,O Y.— UEN.-- EFNTUEEVOroNI Imam mles MA C U9Ox a IDION REGOIR.. H-� 1-1 THE E�F WDaxImm1 x.n ° s mm; E �r�RGN . Ialw a ST D xI w B WA� I EF�.I�n,aF EEx N.z" 5r EASE NOTE THE LISTED PASHTO CESIGNaTI0N5 ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN. CRUSHED. ANGULAI. FIR EXAMPLE. A SPECIFICATION FOR AN LO STONENO'JLD STPTE' WEAN, CRUSHED. ANGULAR NO.4 (PASHTO MU) STONE-. ol ol DO 2 A5 TIONNA AlTERNATE ERIALS EN PLACED LEST GANDFIEID DENSITY MEASUREMENTS ONNG TVVB LULCOVERAGTORMTECH APPROPRIATE TON REQUIREMENTS ARE MET FORA CV N I, J LOCATION MATERWLB VAIEN PLACED AND ODMPACTED IN 4 [229 mmj (MAX) LIRS USING TIAO NLL OJ/EPAGS VATH ANAPPROP0.IATE COMPACTOR co > u- U Q STORMTECH ACCEPTABLE FILL MATERIALS L Q U u) THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE _ m M O LOAD FACTORS SPECIFIED IN THE AASHTO LRFD Ld BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR t% to d EARTH AND LIVE LOADS, WITH CONSIDERATION FOR - _ / S-10 CHAMBER IMPACT AND MULTIPLE VEHICLE PRESENCE. L Q (n V CHAMBERS SHALL MEET ASTM F 2418-09 'STANDARD SPECIFICATION FOR POLYPROPYLENE GRANULAR WELL GRADED SOIUAGGREGATE u- J > N (PP) CORRUGATED WALL STORMWATER MIXTURES ,d5 %RNES.COMPACTIN6'LIFTSTO95% D] O 1L1 COLLECTION CHAMBERS'. STANDARD PROCTOR DENSITY. SEE THE TABLE OF Z 'L—^ ACCEPTABLE FILL MATERIALS Q ~ V ) 314' -2 "(19 mm- 51 mm) CLEAN, CRUSHED, PAVEMENT (REFER TO CD -2) Ct z ANGULAR STONE u) L Z mmo O NON -WOVEN GEOTEXTILE I - (152 mmjMiN. �^^^] M4 mmj (f ) C.) ALL AROUND ANGULAR 'I ui STONE SH/LLL MEET LID r PASHTO M28H CLASS {6•[gg6 mmj U m bi _ pA•_.. .1 6'(152 mmj MIN. SG310 ENDCAP 3q• �. 6'(152 mm]MIN_ [864 mmj 12"[305 mmjMIN. DESIGN ENGINEER RESPONSIBLE FOR Z O n ENSURING THE REQUIRED BEARING CAPACITY OF SUBGRADE SOILS QD B, m Q a IT SC -310 STANDARD CROSS SECTION e wio6 z °t U INSPECTION PORT COVER ENTIRE ROW WITH R E CLASS 2 NONWOVEN GEOTDE STRIP IP EQUAL FSC 310:5 11.5 B] WIDE STRIP NOTE: ALL DIMENSIONS ARE NOMINAL �A� " o CATCH AM BASIN m 9 'FOR THE SC310EPE128 THE 12-130D mm] STUB l OR LIES 8ELOWTHE BOTTOM OFTHE END CAP 1' MANHOLE " -,m _..® APPROXIMATELY025 "[6 mm]. BACKFILL MATERIAL B of SHOULD BE REMOVED FROM BELOW THE N -12 - STUBSOTHATTHE FITTING SITS LEVEL. ALL STUBS, EXCEPT FOR THE SC310EPE12BARE I`A�{ PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OFTHE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT .. SC-31D END CAP tA8B892 -2694. C v 2 LAYERS OFPASHTOOUNCLASSt WOVEN ND CHAMBERS 12 "1300 BIT) HOPE ACCESS R EQUIRED. OR EQUAL, BETWEEN FOUNDATION STONE AND CHAMBERS m c USE FACTORY PRE - FABRICATED END CAPS. SC310: 4' III m] WIDE STRIP �aa �'6V SC -310 TECHNICAL SPEC. SC -310 ISOLATOR T ROW DETAIL oEaLL SO 0 12'[300 mm10 ACCESS PIPE REQUIRED I i ® 866T X 1 STORMTECH ISOLATOR ROW ® ® `• -u� =ems LL c e U ro m STRUCNRE MATH Y OVERFLOW WEIR (48' (1200 A' [ 10.,I 2 N WITH 24" (610 mml _ _ - O U N L SUMP RE COMMENDED (.' FOR ACCESS) (5 C- ,._ fiF ✓F t,r `_¢"""'tT ek" __ UE'O `m iq «onv° OVERFLOW MANIFOLD I ado u m m p - PASHTO M288 CLASS WOVEN GEOTEXTILE OVER m C ti FOUNDATION ST ONE FOR SCOUR PROTECTION AT ALL CHAMBERINI.ETROWE • I y DD g W 2 STORMTECH 1250' CHAMBERS 165- SC 310 CHAMBERS 4 � (7 Q O ~ I a - - x -- — - CFG9.4 SC -310 MANIFOLD DETAIL PLAN VIEW LAYOUT 10 of50 AI BI CI DI E F ftY. b s 6 B � 08 6ka 9 I 10 ( 11 L 12 ' 13 BILL OF MATERIALS WET WELL /VALVE BOX LAYOUT FIBERGLASS VALVE BOX GENERAL NOTES ALT ALTERNATOR ELECTRICAL DATA ENO ENCLOSURE, F.G.. NEMA 4X CONTROLS AH ALARM HORN B INCOMING POWER: 230 V 1 PHASE VALVE THE CONTROL PANEL SHALL BE UL508 LISTED. A NEMA 3R OR 4X ENCLOSURE AL ALARM UGHT DESIGN CONDITIONS INLET ELEV. 19.00 (CONTRACTOR TO VERIFY) SHALL BE PROVIDED IN EITHER FIBERGLASS OR STAINLESS STEEL THE PANEL SHALL ASS ALARM SILENCE BUTTON S0.0, QDD315 MODEL — HPG 200 HP — 2 B INCLUDE AN ALTERNATING CONTROL SCHEME (DUPLEX AND ABOVE), MAIN CIRCUIT HOA HAND OFF AUTO SNITCH ICB GPM — 28 & 30.5 TDH — 57 & 55.5 BREAKER, GENERATOR RECEPTACLE, HIGH LEVEL ALARM UGHT AND HORN, ELAPSED VMB VOLT MONITOR BYPASS 1,2 MOTOR STARTER CUTLER - HAMMER, A25CNC30AA VOLTAGE — 230 PHASE — t RL RUN LIGHT OVERLOAD HEATER FIBERGLASS WET WELL 2 INCH CIA SCH. BO OR DISCHARGE — 2" IMPELLER — 4.5" SCAME, SCM56087W WITH ANTI - FLOTATION RING DRAIN/TRAP (BY CONTRACTOR) PLAN VIEW SFM SEAL FAIL MODULE ENCLOSURE AND DEADFRONT LAYOUT (TYPICAL) GFl RECEPTACLE. 15A PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS. SLIDE RAIL ASSEMBLES, CONTROL PANEL. FLOAT SWITCHES, ALUMINUM HATCHES AND ACCESSORIES TO INSURE ASR PUIRM SILENCE RELAY RUN CAPACITOR M PUMPS SHALL BE OF THE SUBMERSIBLE TYPE. EACH PUMP SHALL BE MOUNTED ON (OUTER DOOR REMOVED) PROPER OPERATIONS AND WARRANTY. THE COMPLETE PACKAGE PUMPING STATION START CAPACITOR TOP FLANGE 54" INCH DIAMETER ALARM ELEV. 1830 A 02" RAIL SYSTEM. THE RAIL SYSTEM SHALL BE SELF ENGAGING RESULTING IN A oo RELAY QTY. 2 () 2 INCH DIA 3. _ PVC DISCHARGE LEAKPROOF COUPLING. THE RAIL SYSTEM SHALL INCLUDE THE BASE ELBOW, START 1 ELECTRICAL HUBS ON S.S. GUIDE RAILS PUMP PACKAGE SHALL BE SUPPLIED BY BARNEY'S PUMPS INC. IN W(ELANO FLANGE ASSEMBLY, GUIDE RAILS, 31655 UPPER GUIDE HO A BASE PLATE LAYOUT (TYPICAL) 5 INCH CENTERLINE " " - "'" PMB BRACKET, 31655 LFPNG BAIL AND CABLE, AND A SIX- HOOK 37655 CABLE HOLDER. BRACKET, AND ABLE, THE RAIL SYSTEM SHALL BE MOUNTED AND PRE -PIPED BY THE PUMP SUPPLER. EATON, XTD1At A2 S.S. LIFTING CABLE (904 - 260 - 0669), FL. RUN UGH T. GREEN A -B, BOOED -P305 PUMP OFF ELEV. 15.30 IL a U GENERATOR RECEPTACLE 1 1 PUMP CONSTRUCTION THE PUMP VOLUTE, MOTOR AND SEAL HOUSING SHALL BE CONSTRUCTED CAST BREAKERS PM ASR _ EATON, D5PR3A STAINLESS IRON, ASTH A -46. ALL EXTERNAL FASTENERS SHALL BE SERIES IN O Q6FM p� N 6" STEEL THE PUMP SHAFT SHALL BE CONSTRUCTED OF SERIES 416 STAINLESS STEEL 115 -VOLT RECEPTACLE ON PANEL BOX. 1' -6" Y -0" IMPELLER THE IMPELLER SHALL BE OF MULTI -VANE, SEMI -OPEN BRONZE CONSTRUCTION. THE AH MSt M52 IMPELLER SHALL INCLUDE PUMP -OUT VANES ON THE BACK OF THE IMPELLER AND Q L 0 SHALL BE STATICALLY AND HYDRAUUCALLY BALANCED. OL RESETS a5R aLT O VHOA ® ® MOUNTING POST AND SHALL BE MOUNTED ON THE SUCTION SIDE OF THE ASB ®° SERVICE DISCONNECT WITH UGHTNING ARRESTOR _ _ A TWO -STAGE CUTTER ASSEMBLY THE PUMP WITH DIRECT DISCHARGE INTO THE PUMP IMPELLER. THE GRINDER SHALL BE 6PMB PER LOCAL CODE CAPABLE OF GRINDING ALL MATERIALS FOUND IN NORMAL, DOMESTIC SEWAGE, A (BY CONTRACTOR) INCLUDING PLASTICS, RUBBER, SANITARY NAPKINS, DISPOSABLE DIAPERS AND W000 O ®G O PARTICLES, INTO A FINE SLURRY. BOTH THE SATIONARY AND ROTATING CUTTERS SHALL BE INTO OF HARDENED 44DC STAINLESS STEEL 6 p o 3 INCH DIA A 3R OR 4X ENCLOS QTY. (2) 2 INCH CONDUIT HYDROMA71C EMERGENCY PUMP OUT PRESSURE GAUGE HPG 200 WITH A 304 STAINLESS MOTOR SHALL BE MOUInO IN A SEALED. SUBMERSIBLE TYPE HOUSING. THE FIBERGLASS OR STAINLESS (1) CONDUIT FOR PUMP POWER CABLES, (1) CONDUIT FOR FLOATS AND MOUNTING LOCATION STEEL CAMLOCK QUICK THE MOTOR STATOR SHALL BE SECURELY HELD IN PLACE WITH A REMOVABLE END RING AND STEEL PUMP SENSOR CABLES NN THREADED FASTENERS FOR EASE OF REMOVAL WITHOUT THE USE OF HEAT OR A (BY CONTRACTOR) PRESS. THE MOTOR WILL HAVE TWO HEAW -DUTY BALL BEARINGS: ONE UPPER (RADIAL) AND ONE LOWER (THRUST), TO SUPPORT THE SHAFT. THE MOTOR SHALL BE EQUIPPED WITH A WINDING THERMOSTAT THAT AUTOMATICALLY SHUTS THE MOTOR OFF IN CASE OF MOTOR OVERHEATING. SEAL CHAMBER THE PUMP SHALL HAVE TWO MECHANICAL SEALS, MOUNTED IN TANDEM WITH AN OIL TERMINAL STRIP NOTE: SECTION VIEW CHAMBER BETWEEN THE SEALS. THE PUMP SHALL BE EQUIPPED WITH A SEAL LEAK 4 7 DETECTION PROBE AND WARNING SYSTEM BY USING A SEAL FAILURE SENSOR ELECTRICAL DATA CONTAINED HEREIN IS FOR INSTALLED IN THE SEAL CHAMBER. REFERENCE ONLY. CONTRACTOR TO CONTROL PANEL_ WITH TOP OF BASIN =23.90 GENERATOR RECEPTACLE WEE WELL THE PUMP SUPPLIER SHALL PROVIDE THE FIBERGLASS WET WELL THIS GLASS �Sq F53ALARMo CONTACT BARNEY'S PUMPS, INC. AT AND LOCKING PROVISION ALUMINUM COVER WITH LOCKING HASP 30 "x30" ALUMINUM COVER FIBER- REINFORCED POLYESTER BASIN' SHALL BE CONSTRUCTED OF A COMMERCIAL FLOTATION RING WITH �F�5�� LAG 863 - 665 -8500 FOR SPECIFIC ELECTRICAL DATA. ALARM UGHT WITH LOCKING HASP GRADE OF GLSS FIBER AND SHALL BE PROVIDED WITH AN AMT - A MINIMUM DIAMETER OF THREE INCHES LARGER THAN THE BASIN DIAMETER. THE FSt LiAD OFF 2 INCH CIA. RAIL SYSTEM, INTERNAL PIPING AND DISCHARGE CONNECTIONS SHALL BE VENT WITH BUG SCREEN PRE - INSTALLED BY THE PUMP SUPPLIER. Mi M2 ALARM HORN SMALL DIAMETER 2 INCH DIA HATCH COVER PUMP CORD PUSH TO SILENCE BUTTON DISCHARGE COUPLING THE HATCH COVER SHALL BE 2/3 HINGED TO ALLOW FOR MAXIMUM ACCESS TO THE SEAL -OFFS (BY CONTRACTOR) ET WE11/VALVE BOX WET WELL. THE HATCH COVER SHALL BE ALUMINUM WITH STAINLESS STEEL FASTENERS, RATED FOR 150 PSF OR GREATER. THE HATCH COVER SHALL INCLUDE A S.S. CABLE HOLDER CONNECTION SINGLE DR DUAL DOOR OF DIMENSIONS SPECIFIED BY THE PUMP MANUFACTURER FOR (BY CONTRACTOR) PROPER PUMP CLEARANCE THE COVER SHALL BE MANUFACTURED BY US LEG ND FG =23.80 FABRICATION, OR EQUAL VALVE BOX THE VALVE BOX IS FIBERGLASS WITH 30" X 3D" ALUMINUM LOCKABLE COVER. ENO ENCLOSURE MOB MAIN CIRCUIT BREAKER ECB EMERGENCY CIRCUIT BREAKER 1' MIN_ 1' MIN. STANDARD SIZE VALVE BOX IS 3' % 3' X 2'. PCB1,2 2 CIRCUIT BREAKER CONTROL BREAKER 2' SID. VALVES VALVES BE SEWAGE SWING CHECK WITH CLEAN -OUT PORTS AND BRASS PLUG MS1,2 MOTOR STARTER HEATER 4 INCH DIA SHALL VALVES. OL OVERLOAD OR GENERATOR RECEPTACLE INLET GROMMET BOATS VIA VOLT MONITOR ETM ELAPSED TIME METER BILL OF MATERIALS (SHIPPED LOOSE) FIBERGLASS VALVE BOX FLOATS SHALL BE ANCHOR SCIENTIFIC ROTO- FLOATS OR EQUAL. ALT ALTERNATOR ENO ENCLOSURE, F.G.. NEMA 4X CONTROLS AH ALARM HORN B MAIN CIRCUIT BREAKER VALVE THE CONTROL PANEL SHALL BE UL508 LISTED. A NEMA 3R OR 4X ENCLOSURE AL ALARM UGHT EMERGENCY CIRCUIT BREAKER INLET ELEV. 19.00 2 INCH DIA PLUG SHALL BE PROVIDED IN EITHER FIBERGLASS OR STAINLESS STEEL THE PANEL SHALL ASS ALARM SILENCE BUTTON S0.0, QDD315 B INCLUDE AN ALTERNATING CONTROL SCHEME (DUPLEX AND ABOVE), MAIN CIRCUIT HOA HAND OFF AUTO SNITCH ICB 2 INCH DIA. CHECK VALVE BREAKER, GENERATOR RECEPTACLE, HIGH LEVEL ALARM UGHT AND HORN, ELAPSED VMB VOLT MONITOR BYPASS 1,2 MOTOR STARTER CUTLER - HAMMER, A25CNC30AA TIME METERS, VOLTAGE OR PHASE MONITOR, SEAL FAILURE AND OVERLOAD SENSORS. THE LIGHTNING ARRESTOR SHALL BE SHIPPED LOOSE FOR FIELD INSTALLATION. RL RUN LIGHT OVERLOAD HEATER FIBERGLASS WET WELL 2 INCH CIA SCH. BO OR IL INDICATING LIGHT SCAME, SCM56087W WITH ANTI - FLOTATION RING DRAIN/TRAP (BY CONTRACTOR) SUPPLIER SFM SEAL FAIL MODULE I GFl RECEPTACLE. 15A PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS. SLIDE RAIL ASSEMBLES, CONTROL PANEL. FLOAT SWITCHES, ALUMINUM HATCHES AND ACCESSORIES TO INSURE ASR PUIRM SILENCE RELAY RUN CAPACITOR M HIGH WATER EATON, 6- T- 3H- 508RPM -406 PROPER OPERATIONS AND WARRANTY. THE COMPLETE PACKAGE PUMPING STATION START CAPACITOR ALTERNATOR ALARM ELEV. 1830 2 INCH OIA SCH. BO PIPE SHALL HAVE PUMP BASES, RAIL ASSEMBLIES, AND DISCHARGE PIPING ASSEMBLED BY RELAY C.D.I., PS -120 -A 1 PVC DISCHARGE BARNEY'S PUMPS INC. READY FOR FIELD INSTALLATION. START 1 TAG PUMP ON ELEV. 17.30 S.S. GUIDE RAILS PUMP PACKAGE SHALL BE SUPPLIED BY BARNEY'S PUMPS INC. IN W(ELANO PM PHASE MONITOR PMB PHASE MONITOR BYPASS HO A LEAD PUMP ELEV. 16.30 EATON, XTD281A (863- 665 - 8500). CORAL SPRINGS (954- 346- D669), OR JACKSONVILLE PMB PHASE MONITOR BYPASS EATON, XTD1At A2 S.S. LIFTING CABLE (904 - 260 - 0669), FL. RUN UGH T. GREEN A -B, BOOED -P305 PUMP OFF ELEV. 15.30 IL INDICATING UGHL RED A -B, 800FO -P405 1 1 11 S.S. UFTING BAIL UNITRON CONTROLS, SFMOt00K i ASR BOTTOM ELEV. 14.30 EATON, D5PR3A BILL OF MATERIALS BR. DESCRIPTION MANUFACTURER. PART ENO ENCLOSURE, F.G.. NEMA 4X AWED MOULDED. AM242CRL. & PA2424 I B MAIN CIRCUIT BREAKER SO.D. 000340 B EMERGENCY CIRCUIT BREAKER 50.0, 000340 3/4" GALV. 81,2 PUMP CIRCUIT BREAKER S0.0, QDD315 B CONTROL CIRCUIT BREAKER SOD. QW115 ICB GA CIRCUIT BREAKER SO.D. 000115 11AH 1,2 MOTOR STARTER CUTLER - HAMMER, A25CNC30AA OVERLOAD HEATER CUTLER - HAMMER, H2O1OB -3 OR GENERATOR RECEPTACLE, 60A SCAME, SCM56087W PHASE MONITOR UNITRON CONTROLS, PM240SP I GFl RECEPTACLE. 15A P &S, 15951 2) SURGE AND LIGHTNING PROTECTION SHALL BE PROVIDED BY CONTRACTOR AND MOUNTED M ELAPSED TIME METER EATON, 6- T- 3H- 508RPM -406 NIPPLE T ALTERNATOR AUTO. DIRECT, AR- iC -12OA ALARM HORN C.D.I., PS -120 -A 1 AL ALARM UGHT I.-A.. LX -25 1 AM ALARM SILENCE BUTTON SQ.D, 9001- SKRISH5 2 HO A HAND OFF AUTO SWITCH EATON, XTD281A 1 PMB PHASE MONITOR BYPASS EATON, XTD1At A2 2 A1 RL RUN UGH T. GREEN A -B, BOOED -P305 2 IL INDICATING UGHL RED A -B, 800FO -P405 SFM SEAL FAIL MODULE UNITRON CONTROLS, SFMOt00K i ASR ALARM SLENCE RELAY EATON, D5PR3A CONCRETE BALLAST AS REQUIRED CONCRETE HOPPER (BY CONTRACTOR) j (BY CONTRACTOR) 48 INCH INSIDE DIAMETER b PTH = ON CONCRETE = 4000 L85/YO 9.60 FT 2.5 MS (10,000 CBS) 3/4" GALV. POTABLE WATER SOURCE NIPPLE (5 ") BRASS HOSE BIB REMOTE RPZ BACKFLOW PREVENTER 3/4" LOCK 11NG GALV. 3/4" - 90' ELBOW BALL VALVE ALL PANELS SHALL CONFORM TO FLORIDA DEP 62 -604 400 1) GENERATOR RECEPTACLE WITH INTERLOCK FOR EMERGENCY POWER CONNECTION. 3 4" GALV. 2) SURGE AND LIGHTNING PROTECTION SHALL BE PROVIDED BY CONTRACTOR AND MOUNTED PANEL NIPPLE GALV. PIPE STRAP (2 REQ'D. TOP /BOTTOM) EXTERNAL TO THE CONTROL PANEL_ 3) PHASE OR VOLTAGE MONITOR SHALL BE PROVIDED IN CONTROL PANEL MANUFACTURER 4) ALL PANELS, WET WELL, VALVE BDX, AND ACCESS DOORS SHALL HAVE LOCKABLE SHALL BE UL 508 MECHANISMS. CONTRACTOR TO PROVIDE KEYED LOCKS. AND FDEP REQUIRMENTS FDEP E CONCRETE HOPPER WITH 1:1 SLOPE PROVIDE 3/4" WATER LINE WITH A 3/4" RPZ. ALL ELECTRICAL PANELS SHALL BE ABOVE THE 100 YEAR FLOOD ELEVATION. HOSE o DETAIL BIB 5) POST UNOBSTRUCTED SIGN MADE OF DURABLE WEATHER RESISTANT MATERIAL WITH THE FOLLOWING: PUBLIC NONCE: IN CASE OF EMERGENCY CONTACT: G. 6) THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT SETTLING OR TIPPINPROVI 7) ELECTRICAL CONTRACTOR TO PROVLOE SERVICE DISCONNECT WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES. 8) FLOAT SWITCHES SHALL BE OL LISTED. UL 698A LISTED. SEE CIVIL RETAINING WALL SECTION 27 -P 6 7 CONFIRM ANCHOR BOLT CONFIGURATION WITH VENDOR DRAWINGS PRIOR TO SETTING BOLTS v I ( / �- PROPOSED GRADE PREMOLDED JOINT RLLER S'CONCRETE SLAB ^ -, 8 9 PRECAST WAIL CAP W/ STEEL DOWEL ® 32' O.C- SEE CML T.O. CMU EL 29.90 SIDING, SEE CML STONE FINISH, SEE CML 8" CMU W/ #5 ® I e O.C. IN GROUTED CELL PROVIDE STONE TIES 16' O.C. VERT. AND HORIZ. 10 11 I V- 1112 141ANNI "STEELY 112 DIA E%PANSION ANCHOR ,,� TRASH ENCLOSURE PLAN 2. TRASH ENCLOSURE SECTION 314" =1' -0" ji 39Fm YMDIG 1.GiI1S884�B8,C•IB THE CONTRACTOR IS SPECIFICALLY CAUTIONED THATTHE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO -1 IFAT FYA(:T FIFI D I OT:ATIONS OF UTILITIES. (:D fx) ul I N N m '^ r M c7 vJ ju- CW7 J Z' m c) 21 L D fA iQ J Z LL �- ca�i U cnr a)W0 n U m co � U H �o ®L �/ LL 02 • � li CI N Q N= Om wig mg tL j U LL C -G^t - uS N Q l V 1 m! m N I 0 i 4 1 Lu Z N V Cn I a j T. C i Y °'mio!olU �Ba�,S gsz��g�5 — $gm cm5i�m,; � H �y (�9 a #5 BARS Q 2S O C iN GROUTED CELL z z m� i CMU RETAINING WAIL SEE CAL f GRADE I o .FOR LOCATION AND LENGTH OF WAIL _ t - .IVIL _ ,=- FULLY GROUT All CMU BELOW GRADE DOWEL ®16" O.C. TO MATCH WALL REINFORCEMENT BE GRADING PLAN FOR LOCATION AND ALTERNATE DIRECTION OF HOOK INTO FOOTING RETAINING WALL SECTION 27 -P 6 7 CONFIRM ANCHOR BOLT CONFIGURATION WITH VENDOR DRAWINGS PRIOR TO SETTING BOLTS v I ( / �- PROPOSED GRADE PREMOLDED JOINT RLLER S'CONCRETE SLAB ^ -, 8 9 PRECAST WAIL CAP W/ STEEL DOWEL ® 32' O.C- SEE CML T.O. CMU EL 29.90 SIDING, SEE CML STONE FINISH, SEE CML 8" CMU W/ #5 ® I e O.C. IN GROUTED CELL PROVIDE STONE TIES 16' O.C. VERT. AND HORIZ. 10 11 I V- 1112 141ANNI "STEELY 112 DIA E%PANSION ANCHOR ,,� TRASH ENCLOSURE PLAN 2. TRASH ENCLOSURE SECTION 314" =1' -0" ji 39Fm YMDIG 1.GiI1S884�B8,C•IB THE CONTRACTOR IS SPECIFICALLY CAUTIONED THATTHE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO -1 IFAT FYA(:T FIFI D I OT:ATIONS OF UTILITIES. (:D fx) ul I N N m '^ r M c7 vJ ju- CW7 J Z' m c) 21 L D fA iQ J Z LL �- ca�i U cnr a)W0 n U m co � U H �o ®L �/ LL 02 • � li CI N Q N= Om wig mg tL j U LL C -G^t - uS N Q l V 1 m! m N I 0 i 4 1 Lu Z N V Cn I a j T. C i Y °'mio!olU �Ba�,S gsz��g�5 — $gm cm5i�m,; � H �y A B C D E F 1 I. E G 8 F 8 s _ 6 `off B� >sef 1 1 2 1 3 1 4 1 5 1 6 1 ' 1 _ 8 1 B b.o to to -m to to to to 00 oe ho t.o on to to to to to bo to to da t0 to as on as to oo o.a to bn to to U on to to to t.¢ to to at, bn to bo no to to bo ao to to to an ao on bo 't o.o. to Eo En no to ba to Eo an ho to no an b to ho no be to ha to nC on to on to b,a 5a 6a to to b bn bo to Ei bi hl . bi br Gr lic no to to on to to b.o. 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CORESTATES, INC. DOES m "' Yai+ea ka Y.m.. EZmsha CO NTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. 3 ,r (6) white I proposed shell white ACM canopy fascia cultured stone watertable 1' -8" x 3' cultured stone veneer 1 LED pump toppers W/ Smart pay i alternators (1 typ.) � ❑ e® ' RIGHT ELEVATION SEE CANOPY EDGE DETAIL THIS SHEET 1 10 ( it to building architectural plan ispholt shingle specification 12 �12 1 I 1. IB 3 3/ pste --d � CANOPY EDGE DETAIL NOTE: SITE PLAN APPROVAL DOES NOT CONSTITUTE BUILDING AND SITE SIGNAGE APPROVAL AND THAT ADDITIONAL PERMITS, REVIEWS AND APPROVALS ARE REQUIRED FOR ALL SIGNS. 13 O U-) LLI CV N m r M co UL (D Z i Q � F - QU) ul c� to a >- L U ca U- 3: O �Z0 Z cQ~ Q -0 M CO H UC NrE z —or 3s A 00 � m E A I om� 500 O W o E U LL m m o � �I m a, y mm 5�8'v LAJ aLL " r � II D_ U Lo a cI U_ O U co T m c �e y o u) O U -otivrd�osoA c EE J0 ?53N - a §oA tq `¢o'o'mugy o =a`m cr f 0 0 0 a U o w Z K Cr K IS U O CFG12.0 41 of 50 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ® '8 ON THESE PLANS 15 BASED ON DESIGN DRAWINGS, RECORDS OF Y® P14.4. 811 THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, DI® MEASUREMENTS TAKEN IN THE FIELD. CORESTATES, INC. DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE "' Yai+ea ka Y.m.. EZmsha CO NTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. O U-) LLI CV N m r M co UL (D Z i Q � F - QU) ul c� to a >- L U ca U- 3: O �Z0 Z cQ~ Q -0 M CO H UC NrE z —or 3s A 00 � m E A I om� 500 O W o E U LL m m o � �I m a, y mm 5�8'v LAJ aLL " r � II D_ U Lo a cI U_ O U co T m c �e y o u) O U -otivrd�osoA c EE J0 ?53N - a §oA tq `¢o'o'mugy o =a`m cr f 0 0 0 a U o w Z K Cr K IS U O CFG12.0 41 of 50 TojeQ Title dew Construction: Cmtwrlaw F A R M S sore #9690 trop #V1230 357 Sebastian Blvd. feWsb -, FL 32958 ,umbedand Farms, Inc. OD Crossing Blvd mmingham, Ma eI 508 2716624 ,rohi� LL i ldlevato Architects Inc 1 Hayward Street, Franklin MA 02038 PA 508 528 0770 fax 508 528 9454 Lou Allevato FL #AR96671 :or I.nt TOTAL BUILDING AREA -/4,920 SQ. Fr. T — T0TPrN-,T-SAtFS = 2,260 SQ. FT. (DOES NOT INCLUDE CASHIER AREA) :ey Plan ❑Oe =LOORPLAN M.: U/J 3(14 )cawing No. 61161"50 1300.27 rt Tme N Construction: -A F A R M S ire #9690 1p #V1230 l tevato Architects Inc Hayward Street, F.Mdm M 02038 508 525 0770 Fax 506 525 9454 Lou All—W FL «AR96671 —ft.m M,b. 4" rme EXTERIOR ELEVATIONS Date: 02113114 D—w g No. 1300.27 47 of 50 - / \ J HUNG ND N4flDOWU -\ SYNTHETIC WOOD TRIM. TYP. { - IXR LIGHT MOUNIEB CEBINO. ____ -- __- ALUM UnfA & SYNTHETIC C W000 I R CULTURED STONE WATERTABLE - -- - - vlNn sronac TO CULT. ST --- F CLIMBED STONE VENEER T. -10 FlBERCUSS COLUMN ` HC CURB CUT ALUM- CURTAk1WPL- HC CURB GUT -' LINE OF SHROUD 5riTFJd 1[IHn SYSTEM FOUNDATION SYSTEM A32 SCALE: t /0 " =T' -0" E jZ rEXTERIOR ELEVATIONS Pmjai Tilde New Construction: EQUIPMENT VAJYL RFC WIG SYSIQA (SHOWN CASHED) RIDGE VENT •-X-'� _, _�.s-L`CT�r� L i _ ! -i' -'T F A S2 M S ,. L'- ..-a - _ r� i r-i i r'.i ,- r7 _ _ - .Store #9690 Prop #V1230 - _ I J r _ _ 4�' ! '_` t t f'-'- J- __ __ -. -\ _ _ ROOFING S151Dd 957 Sebastian Blvd. d Sebastian, FL 32958 . _L / COl➢k BACK _ 1 t - Cumberland Farms, d Oramin9ham - - - - - 1A 9 P Ma , U,1 508 2716624 - - - - I -1 � �_ _ - Y i t I _ _ ,� r � >- ' J i i ! - L 4 _ J �t Li - _ _ t `1T., ` r L t Y- - 4rt` ';_ _ i - N}[T t t •S . -- ;� Lt T J 2`1. ! .. ' L1_ t -• 1 �! - , ALUM. GUTTER & ^ L A T 1rr- _ : - ' __-rLJ1� —Y J - ti ,- J ( ++ --,,7 1 r _ - DOWNSPoUI _ I - - .� r v ' �_ -_ - -rZ�L SYNTHETIC j°0° TRIM, H.1-raS h B 0. FASCIA +'f10' _ 31 e>�, Frai n KA 02038 I J 53 528 0770 fax 508 528 9454 ` ". 0 - -. - _ - / \ J HUNG ND N4flDOWU -\ SYNTHETIC WOOD TRIM. TYP. { - IXR LIGHT MOUNIEB CEBINO. ____ -- __- ALUM UnfA & SYNTHETIC C W000 I R CULTURED STONE WATERTABLE - -- - - vlNn sronac TO CULT. ST --- F CLIMBED STONE VENEER T. -10 FlBERCUSS COLUMN ` HC CURB CUT ALUM- CURTAk1WPL- HC CURB GUT -' LINE OF SHROUD 5riTFJd 1[IHn SYSTEM FOUNDATION SYSTEM A32 SCALE: t /0 " =T' -0" E jZ rEXTERIOR ELEVATIONS I Title W Construction: o ®0 F A R M S xe #9690 1p #V1230 7 Sebastian Blvd. rastian, FL 32958 ier mbedand Farms, Inc. Crossing Blvd rringham, Ma 508 2716624 hit d l,LL V/ i levato Architects Inc Hayward street, Franklin MA 02038 508 528 0770 fax 508 528 9454 Lou Altevato FL #AR96671 rrsuRant Je XTERIOR UILDING LIGHTING LAN ate: 02/13/14 rawing No. L1. of 50 ojen No. 1300.27