Third Party Request Form*
Request Date: 7/17/19 Store # (if known): 2261 Store Address, City, State: 12730 Tamiami Trail East, Naples, FL Requestor’s Name: Autozone Requestor’s Contact Information (including Email): Wade Davis, [email protected], 901-495- 8701 Requestor’s Relationship to Property and/ or Lowe’s: Lessee / Developer
1. Type of Request: Change to Permissible Building Area or Building Square Footage (check all that apply) Change to Allowed Building Height Prohibited or Restricted Use Approval Plan Approval X Easement Request Other (Please Specify: )
2. Explain Specific Request: Requesting drainage easement to connect to existing master stormwater pond.
3. Documents to be amended: Reciprocal Easement Agreement 3222407 OR 3344 PG 0298
4. Section(s)/Article(s) requesting be amended or consent given: Reciprocal Easement Agreement 3222407 OR 3344 PG 0298, Section 3.1 (ix)
**Copy and paste items 2 through 4 above if request is for more than one consent/amendment**
Identify additional parties that need to approve the amendment and describe the status of discussions and approval by such additional parties: None.
Impact to Lowe’s regarding requested change: Construction of permanent stormwater pipe and drainage structure from Pad 3 (Autozone Parcel) into the existing Lowe’s Stormwater Pond. Original master stormwater pond was designed to accommodate the Autozone outparcel in question.
Attachments required to be included electronically with this request: 1. Current and proposed plans electronically (.pdf) labeled with requested changes highlighted. 2. Existing documents(s) such as Declarations, ECR’s, lease provisions. Specify the applicable sections in the existing documents that need to be modified, amended or reviewed pertaining to request. 3. Proposed document(s) pertaining to request (must be provided electronically in Word format). 4. Contact information for Requestor and its professionals (e.g. engineer, surveyor, attorney, etc.): a. Civil Engineer: Brian Cassidy Tel. 904-332-0999 [email protected]
b. Autozone: Wade Davis Tel. 901-495-8701
1 Third Party Request Form (v091717) [email protected]
c. Autozone Attorney: Amber Hitchcock Tel.: 901-495-6916
List of any other documents attached to this request: Lowes – Autozone – Exhibit: Exhibit showing SFWMD approved master stormwater plans and Autozone proposed Grading and Drainage Plan
Return this document and any attachments to: [email protected]
* Approval is not guaranteed. Any approval must be in writing. Lowe’s is not bound by any verbal or affirmative statements. Lowe’s will only be bound upon the unconditional delivery of a written approval, signed by a duly authorized Lowe’s employee. Lowe’s may require Requestor agree to pay for Lowe’s counsel and/or consultant review and documentation. Requestor shall be responsible for all governmental and/or third party application and review fees.
2 Third Party Request Form (v091717)
Index of Plans
Sheet No. Description Prepared By Original Revision Date Date 2 of 20 Master Plan Original Wilson, Miller, 8/93 8-23-93 (from SFWMD Permit 11- Barton & Peek, 00204-S) Inc. w/ notes and highlights by CPH, Inc. DRB-1 Drainage Basin SCE w/ notes None None Delineation (from and highlights SFWMD Permit 051110- by CPH, Inc. 3) C3.0 Grading and Drainage CPH, Inc. 12/18 5/22/19 Plan
3 Third Party Request Form (v091717)
AUTOZONE SITE " STORMPIPE PAD 3" CONNECTION FROM PAD 3 TO LOWE'S POND
LOWE'S POND
MASTER PLAN TAKEN FROM EXISTING SFWMD PERMIT NO. 11-00204-S AUTOZONE SITE
DRAINAGE AREA TO LOWE'S POND PLAN TAKEN INCLUDES LOWE'S POND FROM SFWMD AUTOZONE APPLICATION NO. PARCEL 051110-3 PIPE MATERIALS: UTILITY SEPARATION TABLE STORMWATER PIPE BOTTOM BOTTOM PIPE TOP TOP PIPE SIZE / VERTICAL LOCATION PIPE FL. EL. SIZE / MATERIAL PIPE FL. EL MATERIAL CLEARANCE RCP PIPE SHALL COMPLY WITH ASTM C76 M.E. 4.32± PC1 -0.96** 6" PVC 0.82 15" RCP 1.22' ERCP PIPE SHALL COMPLY WITH ASTM C507 HDPE PIPE SHALL COMPLY WITH ASTM D3350 ** ASSUMED. CONTRACTOR TO FIELD VERIFY PRIOR TO START OF CONSTRUCTION PVC PIPE SHALL COMPLY WITH ASTM D3034, SDR 35 NOTES: M.E. 4.21± "PAD 2" 1. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO ENSURE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. THE FOLLOWING MINIMUM SLOPES SHALL BE PROVIDED BY THE CONTRACTOR: 4.77 PROP. a. ASPHALT PAVEMENT: MIN. 1% SLOPE ACCESS DRIVE b. CONCRETE PAVEMENT: MIN. 1% SLOPE LOWE'S POND STORMWATER c. GUTTERS: MIN 0.5%
OVERFLOW TO 2. STRUCTURE BOTTOMS SHALL BE TYPE 'P' BOTTOMS PER FDOT REQUIREMENTS, UNLESS PIPE EXISTING MASTER SIZES AND LOCATION REQUIRE A TYPE 'J' BOTTOM. CONTRACTOR SHALL REVIEW DESIGN AND STORMWATER POND PROVIDE APPROPRIATELY SIZED BOTTOMS PER FDOT REQUIREMENTS. 100 YR. DHW = LOWE'S POND 5.15 (NAVD 88) 3. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ADA AREAS ARE CONSTRUCTED IN 6.46 (NGVD 29) STRICT ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA ACCESSIBILITY CODE FOR 5 M.E. 4.49± BUILDING CONSTRUCTION. IF THE CONTRACTOR DETERMINES THAT ANY INFORMATION SHOWN D-5 4.99 ON THIS PLAN MAY NOT BE IN COMPLIANCE THEY SHALL NOTIFY THE ENGINEER PRIOR TO THE WORK BEING COMPLETED. FDOT TYPE "C" INLET "BUBBLE 5 5.07 UP" LAND USE COVERAGE SUMMARY 4 INV. W. = 1.56 PROPOSED BUILDING AREA: 7,381± S.F. / 0.17± AC. (±13.2%) PROPOSED IMPERVIOUS AREAS: 23,168± S.F. / 0.53± AC. (±41.3%)
S Tel: (901) 495-8709 Fax: 495-8969 Owner / Developer: Memphis, Tennessee 38103 For Bidding & Contractor Information Contact: F.W. Dodge Plan Room Tel: (615) 884-1017 M.E. 4.62± 123 South Front Street, 3rd Floor A A PROPOSED PERVIOUS AREAS: 25,569± S.F. / 0.59± AC. (±45.5%) AutoZone Inc. D-6 EX-1 TOTAL: 56,118± S.F. / 1.288± AC. (100%) FDOT TYPE "C" EXISTING INLET 6.50 PROPOSED POND AREA: 3,805± S.F. / 0.087± AC. TOP EL. = 5.0, BOTTOM EL. = 4.0 INLET "BUBBLE INV. N.E. = 0.18± UP" 6.58 (EXIST.) 4.95 STORMWATER MANAGEMENT SUMMARY INV. E. = 1.31 2.50
S 6.00 6 SFWMD ERP PERMIT #11-00204-S H.P. THE PROPOSED PROJECT IS IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED 10.00' 50 L.F. ~ 15" STORM @ 0.5% ENVIRONMENTAL RESOURCE PERMIT NOTED ABOVE. 4.50 6.40 M.E. 4.32± 5 6 PERMITTED PROPOSED 30.00' 4 PROPOSED D-2 CONTROL ELEVATION: 1.70' NAVD (3.00' NGVD) 1.70' NAVD (3.00' NGVD) DRAINAGE MINIMUM BUILDING FLOOR ELEVATION: 5.70' NAVD (7.00' NGVD) 8.00' NAVD (9.30' NGVD) EASEMENT S FDOT TYPE "C" MINIMUM PARKING LOT ELEVATION: 4.20' NAVD (5.50' NGVD) 5.53' NAVD (6.83' NGVD) INLET MINIMUM ROAD CROWN: 4.20' NAVD (5.50' NGVD) N/A 7 INV. S.E. = 2.29 4.50 4 6.43 INV. W. = 2.29 PROPOSED STORM SYSTEM NOTES
D-4 4 5.93 1. ALL PIPES IN LEGEND SPECIFIED AS "STORM PIPE" SHALL BE SELECTED FROM THOSE LISTED 5 5 6.23 6.06 IN GENERAL NOTES, STORM SEWER SYSTEMS, SHEET C0.2. 6.69 FDOT TYPE "C" 6 2. FOR INLET BOTTOMS SEE FDOT INDEX NO. 425-010.
20 L.F. ~ 15" B INLET "BUBBLE STORM @ 0.5% PC1 6.83 3. FOR SUPPLEMENTAL DETAILS SEE FDOT INDEX NO. 425-001. UP" 102 L.F. ~ 15" STORM @ 0.5% 4. ALL DRAINAGE STRUCTURES, INCLUDING CLEAN-OUTS, SHALL BE INSTALLED WITH TRAFFIC 5.90 5.86 145 L.F. ~ 15" STORM @ 0.5% BEARING GRATES, TOPS, RINGS AND COVERS, ETC. AS APPLICABLE. 5.70 INV. S. = 0.67 6.47 5. ALL PROPOSED INLET GRATES SHALL BE H20 TRAFFIC BEARING RETICULINE STEEL.
S 6.82 D-3 7 H.P. 6 FDOT TYPE "C" 6.31 7.41 5 INLET 6.31 ALL PROPOSED GRADES ARE REFERENCED TO INV. E. = 0.77 B THE NORTH AMERICAN VERTICAL DATUM OF 1988 INV. N. = 0.77 7.18 (NAVD 88) INV. S. = 3.00 S 7.14 7.24 7.14 7.41 H.P. 4 7.11 7.74 NGVD TO NAVD CONVERSION NGVD - 1.30' = NAVD 7.67 7.32 7.37 FLOOD ZONE: 7.78 7.14 SUBJECTPROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE", 3 S 7.90 7.95 BASEFLOOD EL. =7.00,ACCORDING TO THE FLOOD INSURANCE 7.91 RATEMAP NUMBER12021C0612H, UN-INCORPORATED COLLIER COUNTY,FLORIDA AND HAVING AN EFFECTIVE DATE: MAY 16, E 7.37 2012. ANACCURATE ZONE DETERMINATION SHOULD BE MADE BY E 7.23 THEPREPARER OF SAID MAP, THE FEDERAL EMERGENCY 8.00 8.00 6.54
MANAGEMENTAGENCY, OR THE LOCAL GOVERNMENTAL 4 94 L.F. ~ 12" STORM @ 0.5% 8.00 7.50 AGENCYHAVING JURISDICTION OVER SUCH MATTERS PRIOR TO 7.88 ANYJUDGMENTS BEING MADE FROM THE ZONE AS NOTED. 8.00 5 6665 COLLIER BOULEVARD NAPLES, FLORIDA 34113 8.00 FL6873
7.37 7.14 6 7.87 PROPOSED ON-SITE STORMWATER MANAGEMENT FACILITIES
5 C 7 TO BE OWNED & MAINTAINED BY AUTOZONE STORES, LLC. 7.91 C 6 D-1 AutoZone Stores, LLC 7.97 FDOT TYPE "C" Store No.: 7 S 7,381± SF 7.37 SOURCE OF IRRIGATION: 7.50 7.05 INLET D-7 PROTOTYPE 7N2L POTABLE
8 PARKING PROVIDED: 34 SPACES INV. N.W. = 3.01 BLVD COLLIER 12"X12" YARD DRAIN 8.00 6.40 F.F.E. = 8.00 (NAVD 88) INV. S.E. = 3.01 TOP = 7.50 (F.F.E. = 9.30 NGVD 29) 951) (SR INV. N. = 3.47 7.95 Prepared for: GRADING AND DRAINAGE PLAN D.S. E D.S. D.S. D.S.
46 L.F. ~ 12" STORM @ 0.5% 152 L.F. ~ 12" STORM @ 0.5% 8.00 E CLEANOUT E W/ WYE CLEANOUT W/ WYE E E LOCATED 6' OUTSIDE E INV. 3.24 OF BUILDING. 8" ROOF DRAIN 7.32 INV. 4.00 CONNECTION 7.12 6.54 @ 1% MIN. (TYP.)
12 L.F. ~ 12" STORM @ 0.5% 7.91 D NOTE: 7.50 E EXISTING DITCH TO REMAIN. E 8 E CONTRACTOR TO ENSURE 8 POSITIVE FLOW TO THE SOUTH. 7 6 SCALE: 1" = 20' 5 REVISIONS 1. 03/18/19 PER COUNTY & SFWMD D-8 D WATERFORD DRIVE 12"X12" YARD DRAIN 2. 04/18/19 PER FDOT TOP = 7.50 (PRIVATE) INV. N. = 3.59 3. 05/22/19 PER COUNTY 4. 5. 6. 7. ARCHITECT: GC REFERENCE SHEET C5.2 GENERAL DETAILS FOR SECTIONS A, B, C, D & E. DRAFTSMAN: VZ CHECKED BY: BPC DATE DECEMBER 2018 PROTOTYPE SIZE
Plans Prepared By: 7N2L A Full Service A & E FirmOffices In: · Florida CPH, Inc. Architects M / E / P 2216 Altamont Avenue, Ft. Myers, FL 33901 R · Puerto Rico Engineers Planners Ph: 239.322.5499 · Connecticut Licenses: Environmental Surveyors · Maryland Eng. C.O.A. No. 3215 Arch. Lic. No. AA2600926 Landscape ArchitectsTraffic/Transportation BRIAN P. CASSIDY, P.E. www.cphcorp.com · Texas Survey L.B. No. 7143 Landscp. Lic. No. LC0000298 www.sunshine811.com C3.0 FL. P.E. No. 67373 CPH JOB NUMBER: A20154 Drawing name: J:\A20154\Civil\DWG\_Current_Plan_Set\A20154 - C3.0 SGP.dwg May 29, 2019 3:28pm vzalesanski 5/29/2019 Cassidy, Brian P. (P.E.)
From: Clayton, Karen - Karen
Follow Up Flag: Follow up Flag Status: Flagged
Todd,
There are a couple documents that govern this property – if you’re asking for consent to do this, the attached form will need to be filled out and returned to me.
Karen S. Clayton Real Estate Manager Lowe’s Companies, Inc. 336-658-4558 Direct 704-776-5898 Mobile
This e-mail neither constitutes an agreement to conduct transactions by electronic means nor creates any legally binding contract or enforceable obligation in the absence of a fully signed written contract. Contract terms contained in or attached to this e-mail are subject to approval by Lowe’s (Management) and are not binding until Lowe’s provides such approval in writing.
From: Hendrix, Todd H. (P.E.)
*EXTERNAL SENDER*
Travis/Karen.
I hope you both had a great 4th of July Holiday. I wanted to see if you could assist us with an Autozone project of ours that is proposed on an outparcel that would need to connect to Lowe’s stormwater pond. Please let me know what information would be needed to review this request and how best to open up communication between Lowe’s and Autozone.
Thank you for your assistance with this issue.
Todd Hendrix P.E. Senior Vice President 1 305-274-4805 Ext 3601
Full Service A&E Firm Facebook | LinkedIn
NOTICE: All information in and attached to the e-mails below may be proprietary, confidential, privileged and otherwise protected from improper or erroneous disclosure. If you are not the sender's intended recipient, you are not authorized to intercept, read, print, retain, copy, forward, or disseminate this message. If you have erroneously received this communication, please notify the sender immediately by phone (704-758-1000) or by e-mail and destroy all copies of this message electronic, paper, or otherwise. By transmitting documents via this email: Users, Customers, Suppliers and Vendors collectively acknowledge and agree the transmittal of information via email is voluntary, is offered as a convenience, and is not a secured method of communication; Not to transmit any payment information E.G. credit card, debit card, checking account, wire transfer information, passwords, or sensitive and personal information E.G. Driver's license, DOB, social security, or any other information the user wishes to remain confidential; To transmit only non-confidential information such as plans, pictures and drawings and to assume all risk and liability for and indemnify Lowe's from any claims, losses or damages that may arise from the transmittal of documents or including non-confidential information in the body of an email transmittal. Thank you.
2