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06.11.2025 Cityof Edgewater 104 N. Riverside Drive Edgewater, FL 32132 61 V P GCS+taf Meeting Agenda Planning and Zoning Board Wednesday,June 11,2025 6:30 PM Council Chambers We respectfully request that all electronic devices are set for no audible notification. 1. CALL TO ORDER,ROLL CALL 2. APPROVAL OF MINUTES None at this time. 3. OLD BUSINESS-PUBLIC HEARING None at this time. 4. NEW BUSINESS -PUBLIC HEARING a. VA-2504: Reguest for multiple variances from the Rid�ead Corridor C��sign gulatieans, Article XX, ��ctiean 21-630, specifically from the following sectieans: 1. Section 21-630.11 Liv�ugh windeaws and lanes shall not be located can a side of the building visible from the right-of-way of U.S. Highway 1, i.e., Ridg�weaead Avenue. 2. Section 21-630.10.b.1., Stacking Distance. The following stacking distances, measured from the geint eaf tntry to the center of the farthest drive-through service windeaw��fear full-service car washes: Two hundred twenty feet (220'). 3. Section 21-630. d for all drive-through facilities constr!j adjacent to at least eanf� (1) stacking lane in order tea provide egress from the stacking lane. 4. Section 21-640.05(2), Prohibited Facade Treatments. Garage doors used either as decoration or for vehicular service, steerage or any Bather uaLjjt2 i�ments must be side leaad�d). Attachments: Public Notice Aerial Photo Sportys Car Wash Variance Justifications Civil and Landscape Construction Drawings 5. DISCUSSION ITEMS a. Department Director's Report 6. ADJOURN City of Edgewater Page 1 Printed on 711812025 Planning and Zoning Board Meeting Agenda June 11,2025 Pursuant to Chapter 286, F.S., if an individual decides to appeal any decision made with respect to any matter considered at a meeting or hearing, that individual will need a record of the proceedings and will need to ensure that a verbatim record of the proceedings is made. The City does not prepare or provide such record. In accordance with the Americans with Disabilities Act,persons needing assistance to participate in any of these proceedings should contact City Clerk Bonnie Zlotnik, CMC, 104 N. Riverside Drive, Edgewater, Florida, telephone number 386-424-2400 x 1101, 5 days prior to the meeting date. If you are hearing or voice impaired, contact the relay operator at 1-800-955-8771 One or more members of City Council or other advisory boards may be present. City of Edgewater Page 2 Printed on 711812025 104 N. Riverside Drive City of Edgewater Edgewater, FL 32132 EDGEINATEIt Legislation Text File #: VA-2504, Version: 1 ITEM DESCRIPTION: VA-2504: Request for multiple variances from the Ridgewood Corridor Design Regulations, Article XX, Section 21-630, specifically from the following sections: 1. Section 21-630.10, Drive-through windows and lanes shall not be located on a side of the building visible from the right-of-way of U.S. Highway 1, i.e., Ridgewood Avenue. 2. Section 21-630.10.b.1., Stacking Distance. The following stacking distances, measured from the point of entry to the center of the farthest drive-through service window area, are required for full-service car washes: Two hundred twenty feet(220'). 3. Section 21-63010.c., Pass Through Lanes. A pass-through lane shall be required for all drive-through facilities constructed adjacent to at least one (1) stacking lane in order to provide egress from the stacking lane. 4. Section 21-640.05(2), Prohibited Facade Treatments. Garage doors used either as decoration or for vehicular service, storage or any other use (these elements must be side loaded). OWNER/APPLICANT: Edgewater Auto Spa, LLC/ Gordon Hardwick, Managing Manager PARCEL ID: 8402-00-00-0040 CURRENT LAND USE: Vacant OTING DISTRICT: District One -Council FUTURE LAND USE DESIGNATION: Person Mike Thomas Commercial AREA: 1.83 acres ZONING DISTRICT: B-3, Highway Commercial PROPOSED USE: The proposed use of the property is a full-service car wash. The applicant has submitted a site plan that is currently under review. REQUESTED ACTIONS: 1. Allow the drive-through lanes to be located on the side of the building visible from the right-of-way of U.S. Highway 1, i.e., Ridgewood Avenue. 2. Reduce the stacking lane length by 52.54 feet from the 220 feet requirement for full-service car washes to 167.46 feet. 3. Eliminate the pass-through lane required to be constructed adjacent to at least one stacking lane and allow the provision of an employee stationed cut-through exit prior to the pay station. 4. Allow the use of garage doors for vehicular service as a facade treatment on U.S. Highway 1, i.e., Ridgewood Avenue. DISCUSSION: City Code Section 21-100 establishes the process and criteria to allow a modification of the strict application of City of Edgewater Page 1 of 8 Printed on 6/4/2025 7c,,woiod Iy I a>gls= car nil File M VA-2504, Version: 1 Article IV- Resource Protection Standards and Article V -Project Design Standards requirements under limited conditions. Application VA-2504 is a non-administrative variance, which requires the Planning and Zoning Board to review a staff report and recommendation and make the following findings of fact in order to approve: 1. That granting of the proposed variance is not in conflict with the Comprehensive Plan; 2. That granting of the proposed variance will not result in creating or continuing a use which is not compatible with adjacent uses in the area; 3. That granting of the proposed variance is the minimum action available to permit reasonable use of the property; 4. That the physical characteristics of the subject site are unique and not present on adjacent sites; 5. That the circumstances creating the need for the variance are not the result of actions by the applicant, actions proposed by the applicant or actions by the previous property owner(s); 6. That granting of the proposed variance(s) will not cause substantial detriment to the public welfare or impair the purposes and intent of the Land Development Code. The subject property is currently vacant and located at 1829 South Ridgewood Avenue, south of East River Boulevard, north of Boston Road, west of South Riverside Drive, and east of Riverwood Avenue. The applicant has submitted a site plan to construct a 4,210 SF full-service car wash on the property. The property has a Commercial future land use designation (FLU) in the Comprehensive Plan, and is assigned the B-3, Highway Commercial, zoning classification. The subject property abuts properties with a Commercial FLU and the B-3 classification to the north and to the south; properties with a Low-Density Residential FLU and the R-3, Single Family Residential, and R-1, Single Family Residential, zoning classifications to the east; and highway right-of-way to the west. Table 1.Abutting Properties Future Land Use Designation Zoning Classification North Commercial B-3, Highway Commercial South Commercial B-3, Highway Commercial East Low-Density Residential R-1, Single Family Residential Low-Density Residential R-3, Single Family Residential West Highway Right-of-way City of Edgewater Page 2 of 8 Printed on 6/4/2025 7c,,wo lod ly I a>gls= rar nil File M VA-2504, Version: 1 i //'m��%i�""a /"'�'�'/Ryf .- r,n"'7WmRC'fi��ollr//e�n�'Wauwf&dwrGearvra �ya / % tn/ rur, U � r �; �H /J��N�N �R1 � � ,'uir» �� r �� r ✓ � rm '� �l�ij�J� �///ul�� ! a r� Figure I -Location Map o ©EsCwmr�M REVISHONs µri / �. 4" �.. rvf-- III -0WN.,. uraxrx , wax t vw u Y S ^ w.r P - � / enveuN1Y0 rr � mw � ' �•4-�a� Wn4 �sp9�$ 98 +a„ ,1" M � ax�a°°..r.w.�..�., W�4 UP 4f `ti^ M i xmm rvMc µpp T ICA �w�+a ......,,,,, �,,. '� ,. REQUESTED tEx1ARKE5 .w exue as xor xmeaer nor K '9 } r ,/r f,,.!,'".w� cw morwe esxecaaur-rxnn�xxuxe rnwx rornrmarmm g VAifI S.RIDGEW0ODAVE(USd) � x:xEo:rwo,ow QMPHPOSTED SPEEa Figure 2 -Proposed Site Plan City of Edgewater Page 3 of 8 Printed on 6/4/2025 7c,,/No lod by I a>gls= /ar nml File #: VA-2504, Version: 1 STAFF REVIEW: 1. Granting of the proposed variance is not in conflict with the Comprehensive Plan. The proposed site design is incompatible with the following policies adopted in the Comprehensive Plan: Future Land Use Policy 1.5.7. Maintaining Site Design Requirements and Subdivision Regulations. The City shall maintain site design requirements and subdivision regulations in the Land Development Code, which adequately address the impacts of new development on adjacent properties in all land use categories and zoning districts. Future Land Use Policy 1.6.6: Guidelines for the SR 442 and U.S. 1 Corridors. The City shall continue to use the Indian River Boulevard-S.R. 442 Corridor Design Regulations (adopted in April 2004) and the Ridgewood Avenue Corridor Design Regulations (adopted in 2012) as a guide to implement regulations for specific streetscape, landscape, architectural design standards and all other applicable requirements for properties developed along the S.R 442 and U.S. 1 corridors. Transportation Policy 1.8.2 New Development Requirement for a Transportation Impact Study. New developments shall be required to submit a Transportation Impact Analysis pursuant to the Transportation Impact Analysis (TIA) Guidelines Methodology for Development Applications Requiring a TIA within the River to Sea TPO Metropolitan Planning Area as adopted on June 22, 2016, as may be amended from time to time. This criterion has not been met. 2. Granting of the proposed variance will not result in creating or continuing a use which is not compatible with adjacent uses in the area. Applicant: Elimination of the by-pass lane to instead provide the cut-through lane will not affect adjacent uses or properties in the area. The car wash use is very specific with no similar uses adjacent to the property. Staff Response: By-pass lanes are intended to maintain separation of the drive-through lanes(s) from the internal circulation routes and prevent stacking into the driveway and roadway, in this case Ridgewood Avenue. It is unclear as to how the proposed solution meets this intent. Furthermore, the trip generation of the proposed use is directly related to the square footage, or proposed intensity, of the use as designed by the applicant. The applicant further stated that the configuration of the property geometry does not allow for a dedicated by-pass lane. Due to the projected 667 daily and 60 PM trips, two pay stations are needed to prevent over stacking of vehicles in the que at the pay stations. The building setback line and rear buffer widths establish the car wash tunnel orientation and still provide the drive aisles and vacuum stations. Per the Transportation Impact Statement (TIS) submitted by the applicant, total daily trips are anticipated to be 488, with 32 AM Peak hour trips of 32, and PM Peak hour trips at 45. It is unclear as to whether two pay stations are required with the number of trips provided in the TIS. City of Edgewater Page 4 of 8 Printed on 6/4/2025 7c,,woiod ly I a>gls= rar nil File M VA-2504, Version: 1 Additionally, the location of the vacuums appears to result in a sound level limit above 60 dbA at the property line with the single-family residential neighborhood to the east. City Code Section 10-22(b) states that Sound or noise emanating from one use occupancy category into another use occupancy category with a different noise level limit shall not exceed the limits of the use occupancy category into which the noise is projected. A Class C buffer is required between the B-3 commercial and the single-family residential zoning classifications. The landscaping plan does not meet the minimum requirement of plants. City Code (2024) Section 21-54-04, Table V-5, requires 50 plants per 100 linear feet; the applicant states that the eastern buffer yard is 374 linear feet, which would result in a required 180 plants; 90 plants are provided on the landscaping plan. This criterion has not been met. 3. The proposed variances are the minimum action available to permit reasonable use of the property. Applicant: The cut-through lane is the minimum that can be provided to meet the intent of the Land Development Code. Patrons can still by-pass paying and entering the wash tunnel without dedicated by- pass lane. The cut-through lane is the minimum action available given the irregular shape of the property. Staff Response: The proposed variances are not necessary to permit the reasonable use of the property. The necessity of the proposed variances is directly related to the proposed intensity of the use and site design by the applicant. The intent of the by-pass lane is not to "by-pass paying and entering the wash tunnel". The dedicated by -pass lane maintains separation between drive-through lanes and the internal circulation routes, per City Code Section 21-52.03.e.6. Additionally, the proposed design shows four (4) parking spaces that back out into the drive-through aisles in order to circulate and exit the site. This criterion has not been met. 4. The physical characteristics of the subject site are unique and not present on adjacent sites. Applicant: The irregular shape of the property narrows considerably at the location of the pay stations. The proposed development meets the landscape buffer setback which must be met due to the residential properties to the east. The property characteristics are unique to the property and are not present on adjacent properties. City of Edgewater Page 5 of 8 Printed on 6/4/2025 7c,,woiod ly I a>gls= rar nil File M VA-2504, Version: 1 Staff Response: The physical characteristics of the site are unique; however the location of the pay stations is determined by the proposed design of the site by the applicant. This criterion has been met. 5. The circumstances creating the need for the variance are not the result of actions by the applicant, actions proposed by the applicant or actions by the previous property owner(s). Applicant: The circumstance to not provide the by-pass lane is due to the irregular shape of the property. Eliminating one pay station to provide a dedicated by-pass lane will result in vehicles stacking to the driveway entrance. The Applicant attempted to provide a by-pass lane but could not be solved due to the circulation from the pay station to the wash tunnel entrance. The cut-through lane was the best attempt to meet the intent of the Land Development Code. Staff Response: The design of the site and intensity of use proposed by the applicant creates the need for the requested variances. Two pay stations are required per the trip generation of the use,which based upon the total square footage provided by the applicant. The requested reduction in the length of the stacking lanes presents the issue of stacking into the driveway and onto South Ridgewood Avenue. Per City Code Section 21.03.01, g. through j, the intent of the land development code includes: - provision of criteria and standards to regulate, protect and enhance unique areas of the City including but not limited to, the gateway highway corridor, such as Indian River Boulevard and Ridgewood Avenue. - establishment of procedures to ensure that policies and objectives of the Comprehensive Plan - provision of criteria and procedures to ensure that the level of service standards established in the Comprehensive Plan are met. - ensuring safe and convenient on-site traffic flow and parking. This criterion has not been met. 6. Granting of the proposed variances will not cause substantial detriment to the public welfare or impair the purposes and intent of the Land Development Code. Applicant: Granting to approve the elimination of the by-pass lane does not cause substantial detriment to the public welfare. Instead, the cut-through lane is intended to meet the intent of the Land City of Edgewater Page 6 of 8 Printed on 6/4/2025 7c,,woiod Iy I a>gls= rar nil File #: VA-2504, Version: 1 Development Code. Staff Response: The proposed site design and variance request will impair the intent of Ridgewood Avenue Corridor Design Regulations. City Code Section 21-610 identifies the intent as to ensure high quality private development in the Ridgewood Avenue Corridor. The two major components of these regulations are: 1) landscape, buffer and related site development treatments, especially areas immediately adjacent to the road and 2) building design standards for new and redeveloped structures, including signage. City Code Section 21-620 states that parcels that share a common boundary with Ridgewood Avenue will be subject to the requirements, standards and criteria contained in these regulations. Furthermore, these requirements apply to all residential, commercial, office, institutional and industrial development, including both public and private facilities within the Ridgewood Avenue Corridor. City Code Section 21-640.04 - Facade Treatments states that building walls and fagade treatments must avoid large blank wall areas by including at least three (3) of the design elements listed. The elevations submitted appear to show the primary fagade with a large blank expanse, in addition to the prohibited garage doors. Additionally, the requested reduction in the length of the stacking lanes, along with the lack of a pass- through,presents the issue of stacking into the driveway and onto South Ridgewood Avenue. This criterion has not been met. REVIEW COMMENTS: Staff did not receive review comments from other departments. PUBLIC NOTICE: In accordance with Florida Statues Chapter 166.041, a Public Notice sign was posted on the site on May 28, 2025. In addition, Public Notices were mailed to all addresses within 500' of the proposed project. STAFF RECOMMENDATION: Staff does not recommend approval of the proposed variances because the approval criteria, identified in City Code Section 21-100.04(d), have not been met for the following reasons: City of Edgewater Page 7 of 8 Printed on 6/4/2025 7c,,woiod ly I a>gls= rar nil File M VA-2504, Version: 1 1. The proposed development as designed is not consistent with the Comprehensive Plan. It should be noted that Section 163.3194(1)(a), F.S., states that after a comprehensive plan, or element or portion thereof, has been adopted in conformity with this act, all development undertaken by, and all actions taken in regard to development orders by, governmental agencies in regard to land covered by such plan or element shall be consistent with such plan or element as adopted. 2. The proposed development as designed does not meet the minimum landscaping requirements between the proposed use and the existing single-family neighborhood abutting to the east, even with the required 6-foot wall. Additionally, the location of the vacuums appears to result in a sound level limit above 60 dbA at the property line with the neighborhood. 3. Potential stacking into the driveway as a result of the reduced stacking length could affect the level of service of Ridgewood Avenue, impacting adjacent uses. 4. The design of the site and intensity of use proposed by the applicant creates the need for the requested variances. The site cannot support the intensity of the use as presented (4,210 SF), which is the reason for the inability to meet City Code requirements on the site. 5. The proposed variances are not necessary to permit the reasonable use of the property. The physical characteristics of the site are not unique and do not include natural resource protection areas. 6. The proposed site design and variance request will impair the intent of Ridgewood Avenue Corridor Design Regulations and specified intent of the land development code. City of Edgewater Page 8 of 8 Printed on 6/4/2025 7c,,woiod ly I a>gls= rar nil / �nf'rPYUPf ":" /�%%/�� /��ii./t ;raI PPM 1��1➢➢�,,, r ,:, �� n mmwum,', "� ,, „E' ;»r,^�✓I r (/ ,mm^ i n%„ /�l� I Fr " �\u\ ,��lIV I � r { ✓» � �� / k, J,;; � of !'r' fi $ �„ � /: „ I' I r, / ,w / ✓ �/ u dir,< / %g r, ^ ��i-� ,� „ I,�.,, ��'% ''iii%p `\ ,.,., �\y.�,IIIIIIIL. r ,,,, /,, 1,/ I r ,,<, yr i,4 �`, /, � i♦i r �� I 6�, ;, � P ,% y("°e�%;. ✓r�+,- e ,,'ii I X6 o �r� �p/u," � � g v �� lrr�' �q J� ri „',mV;;,. , ,mi y. ,,. r" i. r/.. � ,,,,� ,, .:,,( ,�//, "Vm��»�",I;,. 11,,, „1, u. r„� ✓ �I ra � ,.. �r „,^^ � ,s�'.: ,/,/,k, r, ri-, yrrgrlg ra '"„ i ��filu ., v /,,;: ,,, r) ✓,/'„ //i M.r m ;r III ry 'i'9' ::..m' �,� �� Jvr%r'�/' %, ' rf yr U/., �, 2 ,.�i' /r.'✓�r q.,f g' �( Ni, d �f r icy la /�,rr„ »�,r,�f !r! "'y~MG "' i„'„ m r", pj„ yl lo�ilua � ':'/' 4,� O'�l l f r rr ��„ �' ,�� ,��/ ,• �/I , it ryu /� " jrriii� ' /ii �f� ap� ICI y�� ,.a Gyr' / 3' Qj/O fr' r�✓ n� �'I�r, , / �� >, / rrw II r ", �� WATEg pf" r l `�,i�" r'� /�I�' rJ/�� r0"/ ,,,, +r 1, ��,,' ' ' //�'/< 1 I'Q♦ i��i//// d/' /% r, Vil Subject Property p. p � ,, I:: ';. ,,.. Q J 1 rr, g' / �' rj �,, f�/a(� f%/OR J Ot.�' Dare.4r24r2025 � ) ,;J„✓r I, : ' r I io rr/r/j'�I/'/i „ r "r , r,- /� „ ;yPi i, Sportys Express Car Wash 1829. S. Ridgewood Avenue Requested Non-Administrative Variances April 16, 2025 Proposed Use: Sportys Express Car wash Description of Each Variance Request: A. Eliminate right turn lane from US 1 (Ridgewood Avenue) at driveway entrance as not permitted by FDOT [Article V, Sec. 21-52.05(f)] B. Eliminate pass-through lane and instead provide egress cut-through lane provide prior to pay station [Article XX, Sec. 21-630.10(c)] 1. Explanation of Hardship: A. Per the City's LDC, a right turn lane/deceleration lane shall be provided when the posted speed limit equals or exceeds 35 miles per hour or if the proposed development will generate 100 or more peak hour right turn movements. The Traffic Analysis Memorandum performed by Walsh Traffic Engineering dated September 26, 2024 does not warrant a right turn lane from US 1 as the projected peak of 15 vehicles per hour does not exceed the FDOT "Driveway Information Guide". All technical comments have been satisfied with FDOT per Permit No. 2025-A-591-00008. FDOT will not permit a right turn lane as the number of right turns into the development does not warrant the lane. The same occurred when permitting Aldi Food Market directly to the north. The Board approved the same requested variance on October 14, 2020 per VA-2027. B. The configuration of the property geometry does not allow for a dedicated by-pass lane. Due to the projected 667 daily and 60 PM trips, two pay stations are needed to prevent over stacking of vehicles in the que at the pay stations. The building setback line and rear buffer widths establish the car wash tunnel orientation and still provide the drive aisles and vacuum stations. There are two proposed pay stations with an attendant either at the station or at the tunnel entrance in the event a patron elects not to proceed through the wash tunnel. Instead of the by-pass lane, a "cut-through" lane is proposed prior to the pay station and wash tunnel entrance. If a patron elects not to go through the wash tunnel, an employee will remove the traffic cones in the cut-through lane to allow the patron to egress. 2. Will granting of the proposed variance result in creating or continuing a use which is not compatible with adjacent uses in the area? Adjacent uses to the site are as follows: North B-3 Highway Commercial for existing Aldi Food Market South B-3 Highway Commercial for existing boat sales and service East R-3 SF and R-1-SF Residential for existing residences West S. Ridgewood Avenue A. Elimination of the right turn lane will not affect adjacent uses or create incompatibility in the area. B. Elimination of the by-pass lane to instead provide the cut-through lane will not affect adjacent uses or properties in the area. The car wash use is very specific with no similar uses adjacent to the property. Page 1 3. Is the proposed action the minimum action available to permit reasonable use of the property? A. A right turn lane will not be permitted by FDOT. The same restriction occurred with Aldi Food Market at the time of permitting through FDOT. The proposed driveway is the only connection into the property. The right-in / right-out driveway is the minimum action available that can be permitted by FDOT. B. The cut-through lane is the minimum that can be provided to meet the intent of the Land Development Code. Patrons can still by-pass paying and entering the wash tunnel without s dedicated by-pass lane. The cut-through lane is the minimum action available given the irregular shape of the property. 4. Are the physical characteristics of the subject site unique and not present on adjacent sites? A. The physical characteristics do not affect the Code requirement for the right turn lane. FDOT has approval authority within the right-of-way. B. The irregular shape of the property narrows considerably at the location of the pay stations. The proposed development meets the landscape buffer setback which must be met due to the residential properties to the east. The property characteristics are unique to the property and are not present on adjacent properties. 5. Are the circumstances creating the need for the variance the result of action by the applicant or actions proposed by the applicant? A. The circumstance to not provide the right turn lane are the result of FDOT and not the result of the Applicant. B. The circumstance to not provide the by-pass lane is due to the irregular shape of the property. Eliminating one pay station to provide a dedicated by-pass lane will result in vehicles stacking to the driveway entrance. The Applicant attempted to provide a by-pass lane but could not be solved due to the circulation from the pay station to the wash tunnel entrance. The cut-through lane was the best attempt to meet the intent of the Land Development Code. 6. Will the granting of the proposed variance cause substantial detriment to the public welfare or impair the purposes and intent of the Land Development Code? A. Granting to approve the elimination of the right turn lane does not cause substantial detriment to the public welfare or impair the intent of the Land Development Code. This is an issue where FDOT has specific criteria to warrant the right turn lane due to vehicle trips. The proposed development does not exceed the trip threshold. B. Granting to approve the elimination of the by-pass lane does not cause substantial detriment to the public welfare. Instead, the cut-through lane is intended to meet the intent of the Lande Development Code. Page 2 REVISIONS DEVELOPMENT INFORMATION CONSTRUCTION DRAWINGS FOR A DATE DESCRIPTION 1 09/30/24 FDOT COMMENTS 08/28/24 APPLICANT / LANDOWNER: ARCHITECT: 12/09/24 CITY COMMENTS 12109124 04/14/25 CITY COMMENTS 02107125 AND GORDON HARDWICK TREY LUCAS ARCHITECTURE PROPOSED SPORTYS CAR WASH FDOT COMMENTS 02/07/25 EDGEWATER AUTO SPA, LLC 324 EASTLAND DR 226 NORTH NOVA ROAD STE 151 DECATUR, GA 30030 kR 11 POP 4, ORMOND BEACH, FL 32174 PHONE: 404.378.7431 PHONE: 865.414.2911 ENGINEER SURVEYOR LANDSCAPE ARCHITECT: GEOTECHNICAL: .................. r,"�41 UPHAM, INC. ECS FLORIDA, LLC W 265 KENILWORTH AVENUE 2330 SOUTH NOVA RD, SUITE A ...... \) " /77, % ORMOND BEACH, FL 32174 SOUTH DAYTONA, FL 32119 A*,, 'RIDGE 00 LAI' 10 0 PHONE: 386.672.9515 PHONE: 386.944.9588 LU LU W 0 0 op 13 :3 0 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROGER W.STRCULA,PE SITE AND GENERAL INFORMATION: LOCATION MAP ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT SCALE 1" 500' ARE NOT CONSIDERED SIGNED AND 1. THE PROJECT IS A REDEVELOPMENT OF A FORMER SHED SALES SITE AND VACANT CLEARED LAND FOR A PROPOSED CAR WASH. SEALED AND THE SIGNATURE MUST BE 2. THE PROPOSED DEVELOPMENT CONSISTS OF THE CONSTRUCTION OF A NEW 4,210 SF SPORTY'S CAR WASH CAR WASH FACILITY.THE BUILDING 1829 S RIDGEWOOD AVENUE VERIFIED ON ANY ELECTRONIC COPIES. C) N I u.1 E I W"- CONTAINS A TUNNEL FOR VEHICLE WASHING. PATRONS CAN CHOOSE TO BY-PASS THE VEHICLE WASHING AND UTILIZE THE 4,920 SF SELF VACUUM =D oo Cq (� 0 STATIONS. Uj EDGEWATER FLORIDA 32141 13 as 3. THE PROPERTY IS ZONED HIGHWAY COMMERCIAL(B-3)WITH A FUTURE LAND USE DESIGNATION OF COMMERCIAL. SECTION 2 TOWNSHIP 18 SOUTH RANGE 34 EAST 0 0 0 m 5 Uj 4. STORMWATER TREATMENT OF RUNOFF FROM THE PROPERTY WILL BE PROVIDED FROM A STORMWATER SYSTEM THAT WILL BE PRIVATELY OWNED OWN,; AND MAINTAINED CONSISTING OF INTERCONNECTED DRY RETENTION PONDS AND AN EXFILTRATION TRENCH. DISCHARGE FROM THE SYSTEM WILL APRIL 16, 2024 1 BE CONVEYED TO AN EXISTING DRAINAGE SWALE ON S. RIDGEWOOD AVENUE.THE STORMWATER FACILITIES ARE DESIGNED TO MEET CITY OF m EDGEWATER REQUIREMENTS. REVISED DECEMBER 09, 2024 ATULA FINE SAND" LO 41, LO 0 8 PERCENT SLOPE M W REVISED APRIL 14, 2025 'A' SOIL x 5. THE PROPERTY AREA BOUNDARY CONSISTS OF 1.76±ACRES, FOR BOUNDARY AND TOPOGRAPHIC SURVEY, REFER TO THE SURVEY PERFORMED BY f, 4 v UPHAM, INC., PROJECT No.230813 DATED OCTOBER 25, 2023, INCLUDING ANY UPDATES TO THE ORIGINAL SURVEY. W i , K, 4 E 00 6. SITE SPECIFIC SUBSOIL GEOTECHNICAL EXPLORATION WAS PERFORMED BY ECS FLORIDA, LLC. PROJECT No. 56:1808, DATED NOVEMBER 08, 2023 d, ZCYNEX_,�, INDEX OF SHEETS AND SHALL BE PART OF THE CONSTRUCTION DOCUMENTS FOR THE GENERAL CONTRACTORS USE TO FOLLOW. iK m 0 U 7. FLOOD PLAIN CERTIFICATION ACCORDING TO THE FEMA(FEDERAL EMERGENCY MANAGEMENT AGENCY) F.I.R.M (FEDERAL INSURANCE RATE MAP), Uj SHT. No. DESCRIPTION Uj MAP NUMBER#12127CO685J, COMMUNITY OF CITY OF EDGEWATER, DATED: SEPTEMBER 29, 2017.THE PROPERTY IS IN FLOOD ZONE"X" Ev, :z Uj Ln A/ Am laf" 8. ELECTRICAL AND TELEPHONE UTILITIES SERVICE WILL BE PROVIDED BY FLORIDA POWER&LIGHT(FP&L) AND AT&T RESPECTIVELY. C000 COVER SHEET e11111'%(/1' N11, ...........I'll 55 _J SOIL TYPE 29 0 W 9. POTABLE WATER AND WASTEWATER SERVICES WILL BE PRIVATELY OWNED AND MAINTAINED, SERVICE UTILITIES WILL BE PROVIDED BY THE CITY C100 DEVELOPMENT INFORMATION IMOMOKALEE SAND OF EDGEWATER. 00 (1 FLOOD PLAIN CERTIFICATION ACCORDING TO THE FEMA(FEDERAL 10. A LISTED SPECIES SURVEY WAS NOT PERFORMED DUE TO THE FULLY DISTURBED AND DEVELOPED CONDITIONS OF THE PROPERTY. C200 DEMOLITION AND EROSION CONTROL PLAN EMERGENCY MANAGEMENT AGENCY) F.I.R.M (FEDERAL INSURANCE RATE MAP), MAP NUMBER 12127CO685J, COMMUNITY OF CITY OF LID EDGEWATER, DATED: SEPTEMBER 29, 2017.THE PROPERTY IS IN W 0 CO 11. ANTICIPATED OPERATIONAL HOURS ARE FROM 8 AM TO 8 PM MONDAY THROUGH SATURDAY AND 8 AM TO 6 PM SUNDAY, SUBJECT TO USAGE(300 C300 EROSION CONTROL DETAILS AND NOTES C,4 > _j VEHICLES PER DAY AT 12 HR EQUATES TO 25 VEHICLES PER HOUR ON AVERAGE). FLOOD ZONE"X" THIS DRAWING IS THE PROPERTY OF UPHAM,INC.ANY USE OR C301 STORMWATER POLLUTION PREVENTION NOTES REPRODUCTION N WHOLE OR PART SOILS MAP FLOOD ZONE MAP IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF SCALE: 1" =200' SCALE: 1" 200 UPHAM INC.COPYRIGHT 2025 C400 SITE LAYOUT AND PAVING PLAN ALL RIGHTS RESERVED C401 TRUCK PATH AND MISCELLANEOUS DETAILS SITE DEVELOPMENT INFORMATION: C500 SITE GRADING PLAN 1. BUILDING FLOOR AREA=4,210 SQ. FT. 4. SPORTYS PARKING SUMMARY PROVIDED EMPLOYEE SPACES 3 C501 SITE DRAINAGE PLAN 2. EXISTING SITE COVERAGE ACRES % PREP SPACES 4 UTILITY PROVIDER CONTACT: BUILDING 0.05 3.1 VACUUM SPACES 22 (INCLUDES 2 ADA SPACES) C600 SITE UTILITY PLAN PAVEMENT (INCL. CURBS, SIDEWALKS&APRONS) 0.36 20.50 HANDICAP SPACES 2 WATER: ELECTRIC: GREEN/OPEN SPACE 1.34 76.4 TOTAL SPACES = 29 C700 SECTIONS TOTAL AREA 1.76 100.0 CITY OF EDGEWATER FP&L 5. BUILDING SETBACK REQUIRED PROVIDED 104 N. RIVERSIDE DRIVE 3000 SPRUCE CREEK ROAD TOTAL IMPERVIOUS 0.42 23.6 FRONT (S. RIDGEWOOD AVE) 40' 44' C701 FDOT MOT AND CITY OF EDGEWATER DETAILS REAR(EAST) 50' 81, EDGEWATER, FL 32123 PORT ORANGE, FL 32119 3. PROPOSED SITE COVERAGE ACRES % SIDE(NORTH) 25' 71' C702 CITY OF EDGEWATER STANDARD DETAILS PHONE: 386.424.2400 PHONE: 386.322.3423 BUILDING 0.10 5.5 SIDE(SOUTH) 25' 135' PAVEMENT (INCL. CURBS, SIDEWALKS&APRONS) 0.72 41.0 6. SITE BUFFER REQUIRED PROVIDED C703 CITY OF EDGEWATER STANDARD DETAILS SEWER: TELEPHONE: GREEN/OPEN SPACE 0.94 53.5 FRONT(S. RIDGEWOOD AVE) 10, 10, CITY OF EDGEWATER AT&T TOTAL AREA 1.76 100.0 REAR(EAST) 30' 30' Ll 00 LANDSCAPE PLAN 104 N. RIVERSIDE DRIVE 268 N. RIDGEWOOD AVENUE TOTAL IMPERVIOUS 0.82 46.5 SIDE(NORTH) Ov 5' EDGEWATER, FL 32123 DAYTONA BEACH, FL 32114 FLOOR AREA RATIO (FAR)IS(0.10 AC/1.76 AC)=0.055 SIDE(SOUTH) 5' 5' Ll 01 VEHICLE USE AND BUFFER AREA CALCULATIONS PHONE: 386.424.2400 PHONE: 386.281.6953 MAXIMUM ALLOWED BUILDING HEIGHT 35 FT MAXIMUM PROPOSED BUILDING HEIGHT 25.5 FT 7. AVERAGE UTILITIES USAGE Ll 02 IRRIGATION PLAN POTABLE WATER 7,500 GPD Ch FIRE DEMAND 550 GPM Ll 03 LANDSCAPE AND IRRIGATION DETAILS SANITARY 7,500 GPD ELECTRIC 1,200 AMP, 3 PHASE, 4 WIRE, 120/208 V UJ Z Cq m Al BUILDING FLOOR PLAN U, < Uj A3 EXTERIOR BUILDING ELEVATIONS JURISDICTIONAL AGENCY PERMIT # UJI u 13 CITY OF EDGEWATER(DEVELOPMENT PERMIT) SP-2405 0 0 x 0 _j A4 BUILDING SECTIONS FLORIDA DEPARTMENT OF TRANSPORTATION (DRIVEWAY) 2025-A-591-00008 CO �: LL. FLORIDA DEPARTMENT OF TRANSPORTATION (DRAINAGE) 2024-D-591-00035 ED O� FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (10-2 STORMWATER) 0447933001 EG FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (NPDES) ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN LL1 < REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN E103 PHOTOMETRIC PLAN AND DETAILS > 0 Cl) 0 a. (;) OBTAINING SCALED DATA. C14 0 00 Uj SU-1 BOUNDARY, TOPO & SPECIAL PURPOSE SURVEY MAP PROJECT No: 231001 THE GENERAL CONTRACTOR SHALL ENSURE THAT ANY SUBCONTRACTOR HAS A DATE: A PRI L 16,2024 DESIGN BY: RWS COMPLETE SET OF CONSTRUCTION DRAWINGS FOR ITS RESPECTIVE WORK. THE SU-2 BOUNDARY, TOPO & SPECIAL PURPOSE SURVEY MAP DRAWN BY: HIVIT I NOTE: CHECKED BY: RWS ENGINEER ASSUMES NO RESPONSIBILITY FOR SUBCONTRACTORS ONLY UTILIZING SU-3 BOUNDARY, TOPO & SPECIAL PURPOSE SURVEY REPORT ALL CONSTRUCTION IN THE FDOT ROW SHALL CONFORM TO THE SCALE: ASSHOWN INDIVIDUAL DRAWINGS FOR ITS WORK WHERE ADDITIONAL INFORMATION MAY BE LATEST EDITIONS OF THE FDOT DESIGN STANDARDS [INDICES], THE SHEET NUMBER: FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE ff f CONTAINED ON OTHER DRAWINGS WITHIN THE SET. CONSTRUCTION,AND THE FDOT UTILITY ACCOMMODATION MANUAL. Always call 811 before you dig C000 REVISIONS NOTE: NOT ALL SYMBOLS SHOWN HERE MAY BE APPLICABLE TO THESE DRAWINGS, ALSO THERE MAY BE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DATE DESCRIPTION GENERAL CONSTRUCTION NOTES LEGEND ADDITIONAL SYMBOLS WITHIN PLANS NOT SHOWN HERE, SEE INDIVIDUAL DRAWING LEGEND WHERE APPLICABLE. ROADWAY AND TRAFFIC DESIGN STANDARDS FY 2025-26 09/30/24 FDOT COMMENTS 08/28/24 12/09/24 CITY COMMENTS 12109124 1. GOVERNING SPECIFICATIONS: CITY OF EDGEWATER LAND DEVELOPMENT CODE, CITY OF EDGEWATER STANDARD DETAILS AND BENCHMARKID -- EXISTING EASEMENT AND QUALIFIED PRODUCTS LIST 04/14/25 CITY COMMENTS 02107125 AND SPECIFICATIONS, LATEST EDITION, VOLUSIA COUNTY LAND DEVELOPMENT CODE, VOLUSIA COUNTY ENGINEERING AND CONSTRUCTION # � INDEX N0. DESCRIPTION FDOT COMMENTS 02107125 STANDARDS, LATEST EDITION, AND FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN AND CONSTRUCTION 0 BORING ID FOC EXISTING UNDERGROUND FIBER OPTIC CABLE STANDARDS, LATEST EDITION, AND STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST EDITION, AND SUPPLEMENTS THERETO IF NOTED IN THE SPECIAL PROVISIONS FOR THIS PROJECT. 0 EXISTING TELEPHONE PEDESTAL #FM EXISTING FORCE MAIN (#INDICATES SIZE) 102-600 GENERAL INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES 2. ALL UTILITY MATERIAL, CONSTRUCTION AND TESTING COVERED BY THESE DRAWINGS SHALL COMPLY WITH THE CITY OF EDGEWATER C EXISTING CAP OR PLUG #FM PROPOSED FORCE MAIN (#INDICATES SIZE) 102-613 MULTILANE ROADWAY, LANE CLOSURES STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS, LATEST EDITION. ALL UTILITY WORK AND CONNECTIONS SHALL BE 1 SIDEWALK CLOSURE � EXISTING CONDUIT RISER/MARKER cas EXISTING GAS MAIN 350--001 01 CONCRETE PAVEMENT JOINTS COORDINATED WITH THE CITY OF EDGEWATER INSPECTOR. 425-010 STRUCTURE BOTTOMS-TYPE J AND P 0 EXISTING ELECTRIC METER OHE EXISTING OVERHEAD ELECTRIC CABLES 425-020 CURB INLET TOPS-TYPES 1, 2, 3 AND 4 0 3. THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN A BUILDING PERMIT FOR ALL NON-SITE RELATED IMPROVEMENTS INCLUDING 425-052 DITCH BOTTOM INLETS-TYPES C D E AND H BUT NOT LIMITED TO SIGNAGE DUMPSTER ENCLOSURE FENCES AND BUILDING. THE ENGINEER WILL SCHEDULE THE EXISTING ELEVATION (SOFT) OHT EXISTING OVERHEAD TRAFFIC SIGNAL CABLE + 425-053 DITCH BOTTOM INLETS-TYPES F AND G PRECONSTRUCTION CONFERENCE BEFORE ANY WORK CAN COMMENCE (NO EXCEPTIONS). THE GENERAL CONTRACTOR SHALL 5.0± PROPOSED ELEVATION (SOFT) #RAW EXISTING RAW WATER MAIN (#INDICATES SIZE) 430-021 CROSS DRAIN MITERED END SECTION CONTACT THE BUILDING DEPARTMENT AT (386) 424-2400 FOR INFORMATION ON ISSUANCE OF CITY PERMITS AND 1 OR OTHER 520-001 CURB AND GUTTER REQUIREMENTS. co »%� .� EXISTING ELEVATION (HARD) #REC EXISTING RECLAIM WATER MAIN (#INDICATES SIZE) 522-001 CONCRETE SIDEWALK C - Lu +� 522-002 DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS „'e 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY DEFICIENCIES OR DISCREPANCIES AMONG THE DIVISIONS 5.00 PROPOSED ELEVATION (HARD) ,_---��- EXISTING CONTOUR 570-001 PERMANENT EROSION CONTROL °„' t" , ;° OF THE DRAWING AND SPECIFICATIONS PRIOR TO THE BID DATE. NEITHER THE OWNER OR ENGINEER WILL BE RESPONSIBLE FOR ANY 700-101 TYPICAL SECTIONS FOR PLACEMENT OF SINGLE& � y DEFICIENCIES OR DISCREPANCIES RAISED AFTER THE BID OPENING.ACCORDINGLY, IN LIGHT OF THESE OBLIGATIONS, THE ENGINEER IS EXISTING FIRE HYDRANT ��10� PROPOSED CONTOUR(SOFT) MULTIPLE-COLUMN SIGNS �� OBLIGATED TO INTERPRET THE DRAWINGS AND SPECIFICATIONS IN A MANNER THAT WILL PROVIDE THE OWNER WITH A COMPLETE, Y PROPOSED FIRE HYDRANT ��10/ PROPOSED CONTOUR(HARD) 711-001 PAVEMENT MARKINGS Z FUNCTIONING FACILITY FOR THE BID PRICE. <_r EXISTING FLOW DIRECTION UTEL EXISTING UNDERGROUND TELEPHONE CABLE THISIGNED S ITEM HAS BEEN DIGITALLY D SEALED BY 5. THESE DRAWINGS AND THE PROJECT MANUAL ARE COMPLEMENTARY, AND ANY REQUIREMENT OF ONE SHALL BE A REQUIREMENT OF ROGER WNSTRCULA,PE THE OTHER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS AND TO COMPARE f� PROPOSED FLOW DIRECTION UTV EXISTING UNDERGROUND TELEVISION CABLE LEGAL DESCRIPTION■ ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT THE REQUIREMENTS OF EACH DIVISION AND ENSURE THAT EACH TRADE OR SUBCONTRACTOR IS MAKING THE ALLOWANCES ARE NOT CONSIDERED SIGNED AND NECESSARY TO PROVIDE THE OWNER A COMPLETE FACILITY, OPERATIONAL IN ALL RESPECTS, UNLESS OTHERWISE SPECIFICALLY © EXISTING GAS METER UCE EXISTING UNDERGROUND ELECTRICAL POWER CABLE SEALED AND THE SIGNATURE MUST BE A PORTION OF U.S. LOT 3, SECTION 2, TOWNSHIP 18 SOUTH, RANGE 34 EAST, LYING EAST OF U.S. HIGHWAY NO. 1, A 158 FOOT VERIFIED ON ANY ELECTRONIC COPIES. STATED IN THE DRAWINGS. Ccj EXISTING GAS VALVE - - JURISDICTIONAL WETLAND LINE RIGHT-OF-WAY AS NOW LAID OUT, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 6. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INSTRUCTING THE CONTRACTOR IN THE METHODS OF CONSTRUCTION. IT IS THE EXISTING GUY WIRE&ANCHOR PIN #SAN EXISTING SANITARY SEWER(#INDICATES SIZE) COMMENCE AT THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY OF INDIAN RIVER BOULEVARD AND THE EASTERLY RIGHT-OF-WAY OF C4 ti CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE METHOD TO CONSTRUCT THE IMPROVEMENTS AS SHOWN ON THE DRAWINGS. rl cy MB EXISTING MAIL BOX #SAN PROPOSED SANITARY SEWER(#INDICATES SIZE) INDIAN RIVER BOULEVARD AND THE EASTERLY RIGHT-OF-WAY OF U. S. HIGHWAY NO. 1; THENCE SOUTH 29 DEGREES 2 MINUTES 14 LLJ 7. ONLY ONE TEMPORARY CONSTRUCTION SIGN IS PERMITTED, NOT TO EXCEED 48 SQUARE FEET IN SIGN AREA, MAXIMUM HEIGHT OF 8 SECONDS EAST ALONG SAID EASTERLY RIGHT-OF-WAY,A DISTANCE OF 535.13 FEET TO THE P.T. OF A CURVE CONCAVE TO THE WEST FEET AND NO CLOSER THAN 5 FT FROM PUBLIC RIGHT-OF-WAY. THE CONTRACTOR SHALL APPLY FOR A TEMPORARY SIGN PERMIT AT EXISTING MANHOLE(UNKNOWN) #WM EXISTING WATER MAIN(#INDICATES SIZE) AND HAVING A RADIUS OF 11584.2 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0 DEGREES 02 MINUTES 19 SECONDS AN ARC LENGTH OF 7.83 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 60 DEGREES 57 MINUTES 45 :E ui THE CITY OF EDGEWATER BUILDING DEPARTMENT.THE SIGN MUST BE REMOVED UPON RECEIPT OF THE CERTIFICATE OF OCCUPANCY. j; PROPOSED MANHOLE #wM PROPOSED WATER MAIN (#INDICATES SIZE) SECONDS EAST, A DISTANCE OF 279.02 FEET TO THE EAST LINE OF SAID U.S. LOT 3; THENCE SOUTH 0 DEGREES 16 MINUTES 20 SECONDS EAST ALONG SAID EAST LINE A DISTANCE OF 171.12 FEET; THENCE SOUTH 60 DEGREES 57 MINUTES 45 SECONDS WEST, A DISTANCE OF 8. CONSTRUCTION NOISE IS RESTRICTED TO NO GREATER THAN 60 dBA BETWEEN THE HOURS OF 7 AM AND 10 PM AND NO GREATER THAN ® EXISTING SANITARY SEWER CLEANOUT EXISTING PIPE OR CONDUIT(TYPE SPECIFIED) 198.78 FEET TO THE EASTERLY RIGHT-OF-WAY OF U.S. HIGHWAY N0. 1 THENCE NORTHERLY ALONG A CURVE CONCAVE TO THE WEST THAN 50 dBA BETWEEN THE HOURS OF 10 PM AND 7 AM DAILY. ® PROPOSED SANITARY SEWER CLEANOUT APPROXIMATE SOILS BOUNDARY AND HAVING A RADIUS OF 11584.2 FEET AND A CENTRAL ANGLE OF 0 DEGREES 44 MINUTES 31 SECONDS, AN ARC LENGTH OF 150.00 FEET 0 LO 49 0 ca w 9. NIGHT TIME CONSTRUCTION LIGHTING SHALL BE RESTRICTED TO NO MORE THAN 1.0 FT-CANDLE AT THE PROPERTY BOUNDARY. TO THE POINT OF BEGINNING, BEING IN VOLUSIA COUNTY, FLORIDA. I ss EXISTING SANITARY SEWER MANHOLE EXISTING SWALE OR CENTER OF DITCH "; r-- ui 10. LITTER CONTROL MEASURES TO PREVENT WIND-DRIVEN DEBRIS SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF AND � EXISTING ROAD SIGNS AND POSTS PROPOSED SWALE OR CENTER OF DITCH E co CONSTRUCTION.ALL DEBRIS SHALL BE REMOVED AND THE PROJECT SITE CLEANED WITHIN 5 DAYS OF COMPLETION OF CONSTRUCTION. T PROPOSED SIGN AND POST EXISTING TOP OF DITCH BANK A PORTION OF LOT 6, BLOCK 2, RIVEREDGE ACRES, AS RECORDED IN MAP BOOK 9, PAGE 260 OF THE PUBLIC RECORDS OF VOLUSIA 11. AT NO TIME SHALL EXCAVATIONS BE LEFT UNCOVERED AFTER WORKING HOURS. CONTRACTOR SHALL SECURE THE WORK AREA AT THE COUNTY, FLORIDA; BEING DESCRIBED AS FOLLOWS: 4 -r EXISTING TEE °� END OF EACH DAY S WORK. EXISTING BOTTOM OF DITCH BANK COMMENCE AT THE NORTHWEST CORNER OF SAID LOT 6: THENCE RUN SOUTH 0°16'20" EAST ALONG THE WEST LINE OF SAID LOT 6, A ICL m a 0 -a EXISTING UTILITY POLE // EXISTING WOOD FENCE DISTANCE OF 110.62 FEET TO THE SOUTHWEST CORNER OF SAID LOT 6; THENCE NORTH 61°51'40" EAST ALONG THE SOUTHERLY LINE 12. AT ALL TIMES, THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT UNDERGROUND UTILITIES, STRUCTURES AND OTHER OF SAID LOT 6,A DISTANCE OF 51.71 FEET; THENCE NORTH 28°08'20"WEST, A DISTANCE OF 97.79 FEET TO THE POINT OF BEGINNING. ASSOCIATED FACILITIES FROM DAMAGE DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE DhJ EXISTING VALVE IRRIGATION X EXISTING WIRE OR CHAIN LINK FENCE MEASURES OF PROTECTION. ANY DAMAGED FACILITIES SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY INSPECTOR OR AND 04 ENGINEER AT THE CONTRACTOR'S EXPENSE. EXISTING VALVE WATER X PROPOSED CHAIN LINK FENCE 13. THERE SHALL BE NO DEVIATIONS FROM THESE DRAWINGS UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD AND THE PROPOSED WATER VALVE PROPOSED SEDIMENT FENCE A PORTION OF U.S. LOT 3, SECTION 2, TOWNSHIP 18 SOUTH, RANGE 34 EAST, LYING EAST OF U.S. HIGHWAY NO. 1, A 158 FOOT RIGHT OF OWNER. WAY AS NOW LAID OUT; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ai E EXISTING WATER METER PROPOSED COIR ROLL OR WATTLE ®�? 14. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF CONSTRUCTION -M-- EXISTING STORM SEWER WITH INLET O PROPOSED WIRE FENCE COMMENCE AT THE INTERSECTION OF THE SOUTH RIGHT OF WAY OF INDIAN RIVER BOULEVARD AND THE EASTERLY RIGHT OF WAY OF OPERATIONS. U.S. HIGHWAY NO. 1; THENCE SOUTH 29°02'14" EAST ALONG SAID EASTERLY RIGHT OF WAY, A DISTANCE OF 535.13 FEET TO THE P.T. OF THIS DRAWING IS THE PROPERTY PROPOSED STORM SEWER WITH INLET TP PROPOSED TREE PROTECTION A CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 11584.2 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A OF UPHAM,INC.ANY USE OR REPRODUCTION IN WHOLE OR PART 15. THE CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL UTILITY COMPANIES INVOLVED WITH THE PROJECT AND PAY ALL CENTRAL ANGLE OF 0046'50", AN ARC LENGTH OF 157.83 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 60057'45" EAST, A IS PROHIBITED WITHOUT THE REQUIRED FEES AND COSTS. ' PROPOSED STORM INLET WITH APRON AND CURB DISTANCE OF 198.78 FEET TO THE EAST LINE OF SAID U.S. LOT 3• THENCE SOUTH 0016'20" EAST ALONG SAID EAST LINE A DISTANCE OF EXPRESSED WRITTEN CONSENT OF , UPHAM INC.COPYRIGHT 2025 PROPOSED STORM INLET WITH ROUND STRUCTURE BOTTOM 439.30 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY OF U.S. HIGHWAY NO. 1; THENCE NORTH 27020'54" WEST, A DISTANCE OF ALL RIGHTS RESERVED 16. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3 OR A-1-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM 81.59 FEET TO THE P.C. OF A CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 11584.2 FEET; THENCE NORTHERLY ALONG SAID VEGETATION AND ORGANIC MATERIAL. NOT MORE THAN 12% BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO.200 SIEVE. PROPOSED CURB INLET(TYPE 9) CURVE THROUGH A CENTRAL ANGLE OF 1030-10", AN ARC LENGTH OF 303.84 FEET TO THE POINT OF BEGINNING. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED MATERIAL TEST RESULTS TO THE ENGINEER OF THE RECORD ® PROPOSED STORM ENDWALL WITH BAFFLES PARCEL IDENTIFICATION No.: 8402-00-00-0040 AK 3904818 PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE ENGINEER TEST RESULTS MUST INCLUDE BUT MAY NOT BE LIMITED TO f DENSITIES FOR SUBGRADE AND BASE DENSITIES AT UTILITY CROSSINGS, MANHOLES, INLETS, STRUCTURES. TEST SHALL INCLUDE FOUND 112" CAPPED IRON ROD L.B.#3724 ASPHALT GRADATION REPORTS, CONCRETE CYLINDERS, ETC. ® FOUND 112" IRON ROD (NO I.D.) o 0 FOUND 112 CAPPED IRON ROD L.B.#3724 18. WHERE NEW ASPHALT MEETS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT TO PROVIDE A STRAIGHT EVEN LINE. (WITNESS MONUMENT) 19. PRIOR TO REMOVING CURB OR GUTTER, THE ADJACENT ASPHALT SHALL BE SAW CUT TO PROVIDE A STRAIGHT EVEN LINE. ■ FOUND 4" BY 4" CONCRETE MONUMENT L.B.#3724 20. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES. THE VERTICAL DATUM IS BASED ON 1988 NAVD. REFER TO THE TOPOGRAPHIC i PROPOSED SITE LIGHTS(SEE PHOTOMETRIC DRAWINGS) SURVEY FOR PROJECT BENCHMARKS. 21. CONCRETE WALKS SHALL BE 4 INCHES THICK HAVING A 3,000 PSI STRENGTH, POURED OVER PROPERLY PREPARED SUBGRADE. ALL CONCRETE SIDEWALKS SHALL BE 8 INCHES THICK ACROSS DRIVEWAYS. 112 INCH EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 50'. CRACK CONTROL JOINTS SHALL BE 5' ON CENTERS. REBAR REQUIRED PER CITY OF EDGEWATER STANDARD CONSTRUCTION DETAIL M-6 AND M-6.1. Z 22. CORE TESTS SHALL BE TAKEN TO VERIFY THICKNESS AND SUBSURFACE COMPACTION. PROVIDE FOR THREE SAMPLES, RANDOMLY 0 LOCATED. TEST FOR EXTRACTION, GRADATION, LABORATORY DENSITY, AND MARSHALL'S STABILITY. PROVIDE A CERTIFICATE FROM THE TESTING AGENCY THAT MATERIALS AND INSTALLATION COMPLY WITH SPECIFICATIONS, SIGNED BY THE ASPHALTIC CONCRETE PRODUCER AND CONTRACTOR. ALL COSTS OF TESTS SHALL BE PAID BY THE CONTRACTOR. IF TESTS SHOW THE INSTALLATION DOES NOT MEET SPECIFICATIONS, THE PAVING SHALL BE REMOVED, REPLACED,AND RETESTED. 23. IF ANY MUCK-LIKE MATERIAL IS DISCOVERED, IT WILL BE REQUIRED TO BE REMOVED, BACKFILLED WITH APPROPRIATE FILL, COMPACTED,AND TESTED USING AASHTO T-180 MODIFIED PROCTOR METHOD. O ' 24. FILL MATERIAL IS TO BE PLACED IN NO MORE THAN ONE FOOT LOOSE LIFTS AND COMPACTED TO THE APPROPRIATE DENSITY (98% FOR Z Q W T_ PAVED AREAS AND BUILDING PADS, PER AASHTO T-180)OR AS SPECIFIED IN THE SPECIFICATIONS,WHICHEVER IS GREATER. z Z CV 25. NO BURYING OF ANY ORGANIC MATERIALS ALLOWED. ; Q 26. ALL CONSTRUCTION IN THE FDOT RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN STANDARDS ABBREVIATIONS 'W Q Q [INDICES], THE FDOT STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE FDOT UTILITY ACCOMMODATION 0 MANUAL. AWWA AMERICAN WATERWORKS GW GROUND WATER PVMT PAVEMENT 0 0 ASSOCIATION HIC HANDICAP R RADIUS a � LL CMP CORRUGATED METAL PIPE HDPE HIGH DENSITY RCP REINFORCED CONCRETE PIPE CPP CORRUGATED PLASTIC PIPE POLYETHYLENE RPM REFLECTIVE PAVEMENT 0 W 0 W CTV CABLE TELEVISION INV INVERT MARKER J 0 Q DIP DUCTILE IRON PIPE KH HORIZONTAL RNV RIGHT-OF-WAY ESMT EASEMENT PERMEABILITY SAN SANITARY EXIST EXISTING KV VERTICAL PERMEABILITY SH SEASONAL HIGH > O V) W FAC FLORIDA ADMINISTRATIVE KO KNOCK OUT SMH SANITARY MANHOLE W N (' CODE LF LINEAL FEET SS SANITARY SEWER 0 FDEP FLORIDA DEPARTMENT OF MB MAP BOOK SJRWMD ST.JOHNS RIVER WATER 0 W ENVIRONMENTAL PROTECTION MES MITERED END SECTION MANAGEMENT DISTRICT FDOT FLORIDA DEPARTMENT OF MJ MECHANICAL JOINT SWPPP STORMWATER POLLUTION PROJECT No: 231001 TRANSPORTATION NIA NOT APPLICABLE PREVENTION PLAN DATE: APRIL 16,2024 FEMA FEDERAL EMERGENCY NIC NOT IN CONTRACT TSB TEMPORARY SEDIMENT BASIN DESIGN BY: RWS MANAGEMENT AGENCY NAVD NORTH AMERICAN TYP TYPICAL DRAWN BY: HMT FH FIRE HYDRANT VERTICAL DATUM UGE UNDERGROUND ELECTRIC FOC FIBER OPTIC CABLE OHE OVERHEAD ELECTRIC UGT UNDERGROUND TELEPHONE CHECKED BY: RWS FF EL FINISH FLOOR ELEVATION OR OFFICIAL RECORD USACOE UNITED STATES ARMY CORP SCALE: AS SHOWN FM FORCE MAIN PG PAGE OF ENGINEERS SHEET NUMBER: FP&L FLORIDA POWER AND LIGHT PSI POUNDS PER SQUARE INCH W WATER(POTABLE) G GAS PVC POLYVINYL CHLORIDE cl 00 WOOD POWER POLE REVISIONS SANITARY MANHOLE ID: 46687781008 EROSION AND SEDIMENT CONTROL NOTES: DATE DESCRIPTION FD 5/8" lRC TOP EL= 13.68 '\ NOTE: LB J612 NE INV= 6.08 PLACE SEDIMENT FENCE ON PROPERTY LINE ` 09130124 FDOTCOMMENTS08128124 FD 5 8"IRc ,�' 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN 12/09/24 CITY COMMENTS 12109124 / OR AS CLOSE AS PRACTICAL UNLESS RECEIVED BY GOVERNING AUTHORITIES. SL86'17'10"E 0.13' 1�6, o SPECIFIED OTHERWISE ON THESE DRAWINGS. 04/14/25 CITY COMMENTS 02107125 AND CONCRETE �� (1,375± LF TOTAL) 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER POLLUTION FDOT COMMENTS 02107125 6' WOOD J PREVENTION PLAN (SWPPP) DURING CONSTRUCTION OPERATIONS. FENCE 5 _ - ao 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT PARCEL: 070 v ,4?, 20 10 0 20 CONTROL MEASURES HAVE BEEN INSTALLED. \ s MAN JAYSON RY N GRAPHIC SCALE LOT 7 TREE PROTECTION ORANGE 1"=20' 4. ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 7 DAYS(OR SHORTER DURATION IF FD 5/8" IR �VISI-BARRIER(TYPICAL) REQUIRED BY GOVERNING NPDES PERMIT)OF FINAL GRADING. 9 9 \ NO ID � � 1 o \\ S \ '$ PARCEL: 840238020�19Q 5. SHOULD CONSTRUCTION STOP FOR LONGER THAN 7 DAYS(OR SHORTER DURATION IF REQUIRED ��"� �\ 0 s ��I/, S/ S WILLIAM E & CHRISTINi TR NOTE: BY GOVERNING NPDES PERMIT), THE SITE SHALL BE SEEDED AS SPECIFIED. ��°®� �gi o �,, F /I� x^ W4 R METERS LOT 9 PLACE SEDIMENT FENCE ON TREE �� ® b°`• o AND BFP m PRESERVATION LINE WHERE APPLICABLE. 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY a ss2 itio� >> - c (REMOVE EXISTING METER AND BFP CAP w:- _________ s Fss >> SEE SHEET L101 SEVEN (7)CALENDAR DAYS AND WITHIN 24 HOURS OF 0.5INCHES RAINFALL OR GREATER DURINGe \ \\ 0 2� J ' PIPE ENDS, COORDINATE WITH CIY FORCES) ( ) A 24-HOUR PERIOD.ALL MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 ° ` 1 3 ;s' Ss> °�� F 2 - HOURS AND BE COMPLETED WITHIN 48 HOURS OF REPORT. a� TOBIIIIII IIIII 14.6 �J316q �q �� IIS 41e4 I I � 14.64 S � \ 6' WOOD F�s�sF 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE IT SHALL BE THE GENERALgi��" > m FENCE �� 0 CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONS TO PREVENT °z II„ IIIIIII J I ul ul o o p�g 5/$"/R THIS ITEM HAS BEEN DIGITALLY ° ID SEDIMENT FROM LEAVING THE SITE. SIGNED AND SEALED BY 06 .00 ROGER W.STRCULA,PE 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. ti III � 14.3x � , ON THE DATE ADJACENT TO THE SEAL. 0 o o s ' °� �� PRINTED COPIES OF THIS DOCUMENT m S 4.51 5 0 1454 REMOVE W LL PU � j pe 14., ""' 'v )q3 �\ 1 14.44 � � � OCq� �� \ t, t ARE NOT CONSIDERED SIGNED AND � h ,14.38, �_ 6+ 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED AS DEEMED SEALED AND THE SIGNATURE MUST BE AND EQUIP E T �' �� , �� #9 �� 4.4s sF� � - ( b1 �5 y� \� 5 FNj � \ NECESSARY BY SITE INSPECTIONS. VERIFIED ON ANY ELECTRONIC COPIES. ABANDON E L OE s 14. ^ �� -- li LID SJRWMD R QU R�,M N �) ^ m 4 ;� ml 5 °. ` \ `` 10. ED BY WEATHER OR 4 IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPT 0 0 l o \ ? o 33 x 4 6� \\" B!/j ` - $8i; I \ \ r r s h q" „ IIIIIII � poi./, \ NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. C°d R � c \ 6 c� r miUl 14.38 � 41 5 5 IULI 1 > of � 4q � \ i 5 ' 11 LE TO TAKE WHATEVER MEANS NECESSARY TO co 1 14J0 ,r', 5� 6 u A , - y "` 1'R � �, "Iwo, GENERAL CONTRACTOR SHALL BE RESPONSIBLE - ESTABLISH PERMANENT SOIL STABILIZATION. aq °� s tiFo x PARCEL: 84-02-53-00-006C FL CL°J ANDERSON RAYMOND L TR j o I 14.74 ' ..� s. e - II �5 . 1 AND FIXTURE LIGHT POLE \ `�',,""""°`' 6' WOOD FENCE . J ? 615 436 \ S 28018'02" E EXISTING CONDITIONS 1 DEMOLITION NOTES: I �, Q �, u 5 (TO REMAI FD 4"W" CM o 1 �I " I � lu, O u s I� I c� � I I � x � Illm�� s �'• q.� ^ � � FD 4 x4" CM , �� \ ( 4914 PLS "PRM" _J qk Lill p Q s R w 6 ° ^ �� 0 4914 PLS "PRY" 98.04 M o 14.65 �1 15$o - J 1. ALL UTILITY SERVICES SHALL BE DISCONNECTED AND COORDINATED WITH THE CITY OF p --gip 4. 46� o >>u 5.58 S'� Rs 4.4s r' 'ems ^� � °5 o N 28`08'20 E 97.79'(D) iii p oL-Lj o �X s8 �" _......... 4 42 �� "................................ �� _ EDGEWATER,AT&T AND FPL PRIOR TO DEMOLITION OF THE BUILDING. cn r poi Q Q 5 p u O O O m `' ^ -�,rre ° 15 41 � ^ m ^ N C� O h s O �'S�a °5 4.v 4.47 n 4.52 ,4 � � x�Q / L' RETENnoN 2. INSTALL INLET GRATE OPENING PROTECTION DEVICE AT EACH INLET PRIOR TO COMMENCING ANY 1 1 N ' '� s 6' WOOD FENCE x (5 POND o ,5�� q s IIIIIII x o WORK. THE CONTRACTOR SHALL UTILIZE HIS DISCRETION TO INSTALL BMP DEVICES TO PREVENT ' W Q N . 54 ^p gq �Q 6 ^p. � I � �Q. " s' � �42 � o � U �� FINES FROM DISCHARGING OFF SITE. Q J PBj; 4 46 4 4 ^ �� A I/� - ICJ � � 1 p ff ff %441 IULI ��7\ PARCEL 3 3. ALL OFF-SITE AREAS DISTURBED DURING CONSTRUCTION ACTIVITY SHALL BE IMMEDIATELY 4 32 - �Qj' 14. W�^ . IIII IUJI `� 'r�� 53 43e °� 14.47 �� 14.5 RESTORED TO PRIOR CONDITION UPON COMPLETION OF WORK. iK °� LO 0 0 �� PARCEL 1 � `.�� -- �4� 14�6 o o - 4 LOT 11 411 1 00 o o co 4 xp 5 4.3a EDGEWATER AUTO SPA LLC 14.21 24 4.z; O �p lllllllllllllll S 62'09'3 l " W 51. 76'(M) 4. SOILS ARE TO BE STABILIZED BY WATER OR OTHER MEANS DURING CONSTRUCTION.THIS IS 5: `� 455 6 00 -� ul INTENDED TO REDUCE SOIL EROSION BLOWING SAND AND THE IMPACT TO NEIGHBORING to m 6 - - - - 14.31 _ 14.29 ^ As z N 61'S1 40 E 51.71 (D)^ s I I b5 UIIVVVVIIUI " 4 , S U VUUIVIUUVn. j�� I p� ^n PROPERTIES. _ / m ti muuuuuuW n ti� q �" s ' �I X FD 5 8"IRc PARCEL: 84-02-37-02-0100 coo �� 2677 PLS 4 --,.- _ ... (\ ANDERSON RAYMOND L TR 5. THE CONTRACTOR SHALL EMPLOY AN ISA CERTIFIED ARBORIST TO PERFORM ROOT AND BRANCH ��? _. -_ ` 15 IIII x V v UUIUIIIIIIIIIIIIIIIIII -A 14,184 3' � - � 14.21�'' � ^ Illlul�� x �� PRUNING OF ALL TREES TO REMAIN. REMOVED BRANCHES SHALL BE 10' MINIMUM ABOVE GRADE. � IIIIIIIIIIIII„. Q IIIIIIII 14.57,, '� 1 ��IIIIIIIIIIIIIIIIIII \ \ .� \ „ �x �\I/� 6. '0 � u� �r I „ / 18- o. '6 THE CONTRACTOR SHALL ATTEMPT TO MAINTAIN THE EDGE OF THE ASPHALTIC PAVEMENT FROM 10 y CONCRETE A I o i �s '� °� RAVELING DURING EXCAVATION AND CONSTRUCTION ACTIVITIES. PRIOR TO FINAL PLACEMENT THIS DRAWING IS THE PROPERTY 4_8 �484 1 GAN�ff�Y - - OF UPHAM,INC.ANY USE OR 4' c - K OF THE ASPHALTIC SURFACE ALL EXISTING PAVEMENT EDGES SHALL BE SAW CUT FOR A FENCE 2 b . /" W �� REPRODUCTION IN WHOLE OR PART 4.4, + C � p O � / (��) Illlllllllllllu 1�� 5 '� 4 �- 4' / x STRAIGHT CLEAN LINE. IS PROHIBITED WITHOUT THE 6 �y 7 t Cp EXPRESSED WRITTEN CONSENT OF (REMOVE) , � s b� +, �� NOTE. 15.0 �i/� x L UPHAM INC.COPYRIGHT 2025 7. THE CONTRACTOR SHALL PROVIDE COMPACT MATERIAL PER ALL RIGHTS RESERVED ucHr POLE AND _ APPROXIMATE LIMITS OF CONSTRUCTION AND e _ W FIXTURE rr��-'I t 6,1 4.5, �� REMOVE CLEARING AND GRUBBING TERMINATE AT o K IYI 1 / ..m.r. pare i � 1 ° FOUNDATI . )� s � ri ',, '' p `) ( ) r , I�r' ;;I,t�, �, +J ,�,.� „ i ', PROPERTY LINE UNLESS SPECIFIED OTHERWISE ON mot.% r"Bn, o x � 1.1,,, �i/' ')f ��t' C� P 1„ 2 III d 9 Iz pa l THESE DRAWINGS. TOTAL DISTURBED AREA DUE - ^I I "W � ' 13 X �/ ,., �✓ �„ + J;p/e. p �, � , �% TO CONSTRUCTION ACTIVIT^�F IS 1.75±ACRES.) o 2 W CUT AT JOINTS OF EXISTING WA HOUT AREA !I�. i�+ �,�. „� � � 1 �� x x 2 SA,. ,�„ �• �,. � Flu �% 1�� i Q ,4. �r4'11 1� 1l , .:r �� ( � ,.rr / �'� O E VETOALL011 'F,,OR EEDETAIL SHEE 3 � `1� 3 LIGHT POLE AND SIDEWALK WALK ANDpR MO p, p GRASS 14 � v„I /,,, ��, r x ( St.; J , ;,�„J,. / v,��III m, / ��IIII 'i l lr� �� GR4 ff » �� / FIXTURE �q C®1VSTRUCfiI<YIV OF NEW DRIVEVII�4Y a �, ,�� n r�,, ,."'g I �� I LOT 12 2 (FIELD LOCATION / ,.,,to z , % _ r . ._ IIII , 1 , > - PARCEL 3 ,14 RE PROVIDE TEMPORARY WALKWAY �� „ � 7 �. � l i,; J,' �, f �5 ( ( DETER IINE� BY. i rr, ,�t,��. �,.T 7, ,,,� ,.e ;�� 2 7 i ; 1 „ � x ,i r I,y,,• , / 1s. u. +„ �J��.,, i, �,,, 1 STECONTAINER - - - - URINE CONSTRUCTION �. i , r:�,: 1 , �,,J ' � 1 PARCEL. 84 02 00 00 0042 St ,,, �,.t rro J , r /, /l ,;;: 4 ni f /,�, o CONTRACTOR): , W000 RAILING ON Q 4 �/ e �/, r y t� i ,<.� , u i �1 1,e, „t; �. EDCEwarER AUro sPA LLc TREE IN DECLINE WITH ° o �rr�„ y, ✓ i, � ( ATION TO BE DETERMINE I III ,,,, ( .p. i /. .,,,;, .r ,a. l.a;� / ,: 6/If r,i it,,,; r ,,r, a / ,,/..t I �,�,i POST (MADE FROM 9� �, p` CONCRETE �� /i �S � , r ,, f,/ ,. 1 .4 x^ � p r Xp Q� I u �eF ,i� � �CONTRACTOR) IIIIIIIIIIIII � �I I1uuuuuul LARGE HOLE IN TRUNK ` IIII �� HEAVY TIMBER) 9 MONUMENTSIGN x a / REMOVE 4oa 1,20, � IIIIII TOTAL AREA x� ;. � uuiu �IIII I �, / � I � IIIIIIIIIIIIIIIIII a EDGE OF (REMOVE) ) ,l0000 cs. �!% '_� � (REMOVE), 1 N WOOD�AILING� ON uuuuuW / � Illlllllllllllu�� IIIIIIIIIIIII �� uuuuuVo�. IIIIIIIIIII ul I mlllllllllllllll��. u� �� ml ^ 113 HEAVY TIMBL ) (1.755f AC) �� /� PAVEMENT .`FD 5/8 /RC REMOVE R1AD FROM, / ,�� - BENCHMARK 12 " t P�E OVER Fo 5 CONCRETE POWER �� i�T WOOD POWER CONCRETE POWER a 30 "FDOT" + / �9��III VACANT WITH MISC. STRUCTURES �� _____ ___ ________ �. m IIIIIIIIIIIIII IIIIIIIIIIIIII„ o FD 5�8 /RON ROD _ � ___ __ �m � � POLE NO ID u, /I��Ilplllllll NO ID � POLE ID: 169G1A 13 3 '`x135. \' // `/-/� /4 '/ // POLE RE HYD NT // �muuuuuuuW / / �� lu \ NO p . : �., �� _ - � PROVIDE TEMPORARY PEDESTRIAN wooD RAILING � � ID � i WALKWAY DURING CONSTRUCTION \a3e 13 8 CONCRETE CURB ALONG BACK POST (M OM EL= 12.84 (NAV88) r t PO LES x h OF WALK FOR 156 LF 1 0 E + OHE' � OHE off QHE OHE' OHE � ° RE VE / WOOD POWER So POLE NO ID 4. o �19� s3 0; off ti FD 5/8"lR q o 3g1 0 °',. 0 OHE Q OH OHE a I� /18\ HE---- � / � oHE 3 / 0 /D �k 0 � _ u�-- �wM aN s _ 3rs ^�'° CONCR SIDEWALK -w, - oHE < 13. h� '4 8 48\NM 8\N r81 M 13. 8V 3.0 13.0 - -- --- 8WM 81VM BWM �8\ OHE��q�OHE R 0 Z STOP SIGN - 8WM-zr SWM �.JM ` %,W T M a° N 26'4 '43 - Q �- - SE-0IME�I�FENC ONG ----- RfMOVE) III ull„_ ° ------- 12.0 --- - - --- -- - 12.0 ---- 8WM WM aw / -------- `� ? 13.0 J6 ----- W WM 8WM 8WM FD 5 3 24STM �STM 24S:1V TOS �- l.o- CKOF SIDEWALK r, 4S - 12.011 I --- 8"FPVC"IIIIII TE MAIN 0.5 '�' II - ^ -To ° °� o ----- awM � a a a M, " awM- u RETURkINT�' ITE AXISTINGI G�NCRLTE --- u? - Tos-- --T --- l l.o ---------- -- �' R E 1? TOS �--- �-TOs- TOS ---- T m x \ c _ill TOS 11. y�-- TOS ---� 11.0 -,� -�To_ 0 -�mmIIIIIIT ° 12 �.`ti' �a�0.S TOS 0- DRIluuum N.o --- -TOS klr$�- ltR , ND�� y t ' 11.0 TOS- T-TOS of ° o - 13.0 0 m -� ?_� 'o TOS 0, T S_ TOS --- ^' TOS ----� --- -- T - ------ ----- - 0 ��S -- T 0�,�� AS- S - REM REMOVE 70_ LF TO ALLOW o - 1 - 12.0 - lD: 46687 68��I (IIIIIIIIIII ENTRANCE(TYPICAL) � � 1 � -� � �,WOOD POWER (REMOVE e ��IIII o 1 1.0 =� �,. TOS TOS-� z IIIIIIIIIIIIIII TOS� ^ - 12 �� CO uuuul^ �� -� 2.0 ---- 2.0 - - 12 FOR CONSTRUC - -- ---- 12 CURVE OVERALL """'I""' Tos Toss Tos ° III I -- _._ To6 r ^�� PEDESTRIAN CONNECTION o xl' 720------JT ----- 12.0 ---- -- ------------ 12.0 --- TOS TOS ti° O Q T_ DATA (M (FDOT� ---- 0 TOB B - .... Tng o �� ti ----13 0 ^� _0_ --12.0 ----- qe r TOP EL= 12.77 3.0 --- -- �� Toe FDOT STORM MANHOL � �9 \ 13.0_ a � a f » _ ----_-�- ------------ 13.0 � pl, 13.0 -ia6� ,. ------------ 0 N INV= 8.80 �� > >� ° CA=2 12 27 TOB -TOB-TOB-TOB -- 13.0 ------- 1 Z Z N TOB �. 8� �- TOB W M �? EDGE OF PAVEMENT TOB ' \ MITER-END SECTION ��+�-'�, V R= 1 1535.22 ___ ___ ___ ____ B ^ Z QD �` oo TOB TOB TOB TOB �' \ TOP EL= 12.91 FDOT SIGN FDOT SIGNS FDOT SIGN p , f » ` 83.5± v N INV= 9.51 AND POST AND POST ' ' AND POST CHO=N 2 7 53 5 6 W `� z 0 It EDGE OF PAVEMENT NO PARKING SIGN 0 v (REM (RELOCA (R (TYPICAL 4 f ASPHALT PLACES) CH=444.40 SIDEWALK AND CURB AND 0 V 0 0 REMOVE 16± LF TO LOW MITER-END SECTION SAW CUT ALONG EDGE '�� TOP EL=12.58 OF EXISTING PAVEMENT (REMAIN) LL L=444.43 FORRUCTIO/OF - W INV=10.46 (18" ELLIPTICAL) � Z ° k 1 STORMWATER OUTFACE PIPE a LU€ oHE o (94± LF)TO ALLOW FOR 1 1'' CONSTRUCTION OF NEW TREE LEGEND: Q LEGEND. -s M M awM DRIVEWAY(SMOOTH �� ,, ti ti FLUSH INTERFACE) `� TYPE F" CURB 24S�CA 24STM °" ,? #WM EXISTING WATER MAIN (#INDICATES SIZE) �� PROPOSED SEDIMENT FENCE(1,400± LF TOTAL) # OAK # DENOTES TREE SIZE 2 0 0 W x ONE Y el Ws EXISTING FUSION WELD PVC WATER MAIN -� �- PROPOSED TREE PROTECTION FENCE NOTE: W � a N 0 -- - 13 DO NOT. R SIGN #SAN EXISTING SANITARY SEWER(#INDICATES SIZE) o PROPOSED COIR ROLL ',,rt PALM ## DENOTES MULTI-TRUNK TREE SIZES REMOVE ALL CONSTRUCTION DEBRIS.ALL DISTURBED 0 W � � LU SITE BENCHMARK 11 0 LB 3612 ENTRANCETEL �� PINE AREAS SHALL BE PROPERLY WI REGRADED AND SODDED SET N&D PRIMARY N TRU TI N EC EXISTING IRRIGATION CONTROLLER CONDUIT PROPOSED INLET PROTECTION S RIDGEWOOD A VE (US= DENOTES EXISTING TREE TO BE REMOVED UNLESS SPECIFIED OTHERWISE. DATE:PROJ No: 6,2001 S. EXISTING UNDERGROUND TELEPHONE CABLE EXISTING SIGNS DATE: APRIL 16,2024 EL=11.28'(NAVD88) AT THE CONTRACTORS DISCRETION urc EXISTING UNDERGROUND TRAFFIC CONTROL CABLE ® EXISTING BACKFLOW PREVENTER ASSEMBLY CEDAR DESIGN BY: RWS THE EXISTING DRIVEWAY MAY BE '.3STORYWATER INLET UTILIZED IN CONJUNCTION WITH #STM EXISTING STORM PIPE(#INDICATES SIZE) ® EXISTING SANITARY CLEANOUT DRAWN BY: HMT 1 HMT N INV= 8.22 96- "RUMBLE TRACK" OR DEMOLISHED CAMPHOR CHECKED BY: RWS PROPOSED SAWCUT LINE BUILDINGS, CONCRETE&GRAVEL REMOVAL � SCALE: 1"=20' S INV= 8.22 AND CONSTRUCT A NEW ENTRANCE �+ �+ PER DETAIL SHEET C300 LIMITS OF DEMOLITION HICKORY _ ® SHEET NUMBER: BENCHMARK INSET MAINTAIN DAILYTO REMOVE FINES Always call 811 before you dig f� SCALE: 1"=20' AND SAND FROM ROADWAY REVISIONS NOTES: NOTES: DATE DESCRIPTION MOUNTABLE BERM (WHERE 09130124 FDOTCOMMENTS08128124 1. STONE SIZE-#2 COARSE AGGREGATE, OR RECLAIMEDIRECYCLED GRADE WARRANTS) 1. SEDIMENT CONTROL STONE SHALL BE 4. STEEL POST SHALL BE 5 FT.IN HEIGHT, 09/30/24 CITY COMMENTS 08/2 /4 CONCRETE. 4 EXISTING PAVEMENT 314"WASHED STONE. BE INSTALLED 1.5 FT. DEEP MINIMUM, 04114125 CITY COMMENTS02107125AND 2. LENGTH-AS EFFECTIVE BUT NOT LESS THAN 50' WRAP FILTER FABRIC AROUND INLET AND BE OF THE SELF-FASTENER 3. DEPTH -8" MINIMUM (COMPACTED) AGGREGATE GRATE AND PROVIDE FULL LAP 2. WIRE MESH SHALL BE HARDWARE ANGLE STEEL TYPE. FDOT COMMENTS 02/07/25 4. WIDTH -20' MINIMUM 61 COVERAGE ON TOP CLOTH 23 GAUGE MIN.AND SHALL 5. GEOTEXTILE-100% POLYPROPYLENE, 4 OZ/SY OVER THE ENTIRE • HAVE 1/4 INCH MESH OPENINGS. 5. WOOD POST SHALL BE 6 FT. IN HEIGHT, AREA PRIOR TO PLACEMENT OF AGGREGATE. INLET GRATE BE INSTALLED TO 1.5 FT.DEEP GEOTEXTILE 2 MIN ASPHALT MAXIMUM POST SPACING 2 FT. 3. TOP OF WIRE MESH SHALL BE A MINIMUM,AND BE 3 INCHES IN 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED 8" MINIMUM OF ONE FOOT BELOW THE DIAMETER.BASE (SIZE AND TYPE VARIES) TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS PROFILE GRATE FRAME/SEAT SHOULDER OR ANY DIVERSION POINT. THE ENTRANCE. IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM 6. POST SPACING SHALL BE A MAXIMUM WITH 6:1 SLOPES IS ACCEPTABLE. - o * OF 2 FT. 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A TEMPORARY 2" N o -.- CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF MIN ASPHALT _ SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. MAINTAIN PERIODIC EXISTING GROUND WITH 8" BASE c TOP DRESSING OF ADDITIONAL AGGREGATE AS CONDITIONS - - - REQUIRE AND REPAIR AND/OR CLEANOUT ANY AREAS USED TO 50' MIN. -"'-"'-"' TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED,WASHED OR Z 1 START WRAP 3 END WRAP - "` " TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED t " IMMEDIATELY. °°> `< PARTIAL PLAN DO NOT 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT `} ': .'... z °:::.`.:.' - ° ,4 x SEDIMENT CONTROL PUNCTURE PIPE �" a PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY.WHEN AGG.R Gi47 _ �� "°°"a'KKre•°°° °°� �� > ALTERNATE: STONE(TYPICAL) ' WASHING IS REQUIRED,WASHING SHALL BE DONE ON AN AREA :: '::=h '. '' �" AVERAGE BOX �� --- "� z STABILIZED WITH AGGREGATE WHICH DRAINS INTO AN APPROVED Z 2 WRAP UNDER DANDY BAG AND/OR DANDY CURB DIMENSION VARIABLE THIS ITEM HAS BEEN DIGITALLY SEDIMENT POND OR SWALE. SACK BY DANDY PRODUCTS OR EQUAL FILTERED SIGNED AND SEALED BY 9. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED INLET STRUCTURE TOP ALTERNATE: ROGER W.STRCULA,PE NOTE: WATER ON THE DATE ADJACENT TO THE SEAL. AFTER EACH RAIN OR WEEKLY AT A MINIMUM. Z FILTER FENCE BY ACF PRINTED COPIES OF THIS DOCUMENT PLAN VIEW w SECTION CONTRACTOR SHALL AT A MINIMUM OF ONCE PER WEEK ENVIRONMENTAL OR EQUAL 1/4"WIRE MESH ARE NOT CONSIDERED SIGNED AND REMOVE ANY ACCUMULATION OF DEBRIS FROM THE FILTER SECTION A-A SEALED AND THE SIGNATURE MUST BE co VERIFIED ON ANY ELECTRONIC COPIES. w a FABRIC AND PROPERLY DISPOSE OF MATERIAL. MULTI-DIRECTIONAL FLOW PLAN CONSTRUCTION ENTRANCE DETAILLn O NOT TO SCALE UTILIZE WHEN TOP AND GRATE UTILIZE WHEN TOP AND GRATE ARE uj - INLET SILT PROTECTION DETAIL ARE INSTALLED WITH STRUCTURE INLET PROTECTION NOT INSTALLED WITH STRUCTURE :E Uj CL_J NOT TO SCALE NOT TO SCALE 0- NOTES: FILTER FABRICLn COMPACTED FILL w 1. WWM MINIMUM OF 32"WIDTH WITH A MINIMUM rl OF 6 LINE WIRES WITH 12" STAY SPACING. uj w 2. FILTER FABRIC SHALL BE 36"WIDE AND SHALL /-ao' 3rm BE FASTENED ADEQUATELY TO THE WIRE. STEEL POST-2'-0" DEPTH GENERAL CONSTRUCTION NOTES 3. STEEL POST SHALL BE V-0" IN HEIGHT AND BE EXTENSION OF FABRIC 4 WOOD POST-X-O" DEPTH OF THE SELF-FASTENER ANGLE STEEL TYPE. AND WIRE INTO TRENCH 1. MEASURES SHALL BE IMPLEMENTED AT THE CONTRACTOR'S DISCRETION TO VISIBLY 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY 12. AT NO TIME SHALL EXCAVATIONS BE LEFT UNCOVERED AFTER WORKING HOURS. 4. WOOD POST SHALL BE 5'-0" IN HEIGHT AND 2" BARRICADE THE WORK AREA AND PROVIDE SAFE MEANS OF INGRESS AND EGRESS DEFICIENCIES OR DISCREPANCIES AMONG THE DIVISIONS OF THE DRAWING AND CONTRACTOR SHALL SECURE THE WORK AREA AT THE END OF EACH DAY'S WORK. uj - AROUND THE CONSTRUCTION SITE. SPECIFICATIONS PRIOR TO THE BID DATE. NEITHER THE OWNER OR ENGINEER WILL ICL m a 0 IN DIAMETER. - 5. SUPPORT POST SHALL BE INSTALLED ON THE BE RESPONSIBLE FOR ANY DEFICIENCIES OR DISCREPANCIES RAISED AFTER THE BID 13. AT ALL TIMES,THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT w DOWNHILL SIDE OF THE SEDIMENT FENCE 10' MAX.WITH WIRE 2. THE ENGINEER DOES NOT WARRANT THE CONTRACTOR'S MEANS OR METHODS FOR OPENING.ACCORDINGLY,IN LIGHT OF THESE OBLIGATIONS, THE ENGINEER IS UNDERGROUND UTILITIES,STRUCTURES AND OTHER ASSOCIATED FACILITIES FROM (6' MAX.WITHOUT WIRE) ITS INTERPRETATION OF THE REPAIR WORK.THE CONTRACTOR SHALL UTILIZE IT'S OBLIGATED TO INTERPRET THE DRAWINGS AND SPECIFICATIONS IN A MANNER THAT DAMAGE DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO - i (DOWNSTREAM FROM EXPECTED FLOWS) DISCRETION TO DETERMINE ITS BEST METHOD TO PERFORM THE WORK TO CORRECT WILL PROVIDE THE OWNER WITH A COMPLETE,FUNCTIONING FACILITY FOR THE BID DETERMINE THE MEASURES OF PROTECTION.ANY DAMAGED FACILITIES SHALL BE t,- 04 6. ACCUMULATED SEDIMENT SHALL BE REMOVED THE DRAINAGE PONDING. PRICE. REPAIRED OR REPLACED AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION OR WHEN 25%THE HEIGHT OF FENCE. MIDDLE AND VERTICAL ENGINEER AT THE CONTRACTORS EXPENSE. WIRES SHALL BE 7. MAXIMUM DRAINAGE AREA 10,000 SF PER 100' 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING 9. THESE DRAWINGS AND THE PROJECT MANUAL ARE COMPLEMENTARY,AND ANY OF FENCE. TOP AND BOTTOM 12 1/2 GAUGE MIN. FACILITIES AND SHALL RESTORE ALL AREAS DAMAGED DUE TO CONSTRUCTION REQUIREMENT OF ONE SHALL BE A REQUIREMENT OF THE OTHER. IT IS THE 14. THERE SHALL BE NO DEVIATIONS FROM THESE DRAWINGS UNLESS APPROVED IN qi STRAND SHALL BE ACTIVITIES CONTRACTOR'S RESPONSIBILITY TO CAREFULLY EXAMINE THE DRAWINGS AND WRITING BY THE ENGINEER AND THE OWNER. Ln 10 GAUGE MIN SPECIFICATIONS AND TO COMPARE THE REQUIREMENTS OF EACH DIVISION AND 4. PAVEMENT EDGES SHALL BE NEAT AND FREE OF DAMAGE OR BROKEN EDGES AT ENSURE THAT EACH TRADE OR SUBCONTRACTOR IS MAKING THE ALLOWANCES 15. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST TIME OF PLACEMENT OF NEW ASPHALTIC PAVEMENT. NECESSARY TO PROVIDE THE OWNER A COMPLETE FACILITY'OPERATIONAL IN ALL FORTY-EIGHT(48)HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. THIS DRAWING IS THE PROPERTY OF UPHAM,INC.ANY USE OR LJ H RESPECTS,UNLESS OTHERWISE SPECIFICALLY STATED IN THE DRAWINGS. REPRODUCTION IN WHOLE OR PART 5. UPON COMPLETION OF ALL WORK,THE AREA SHALL BE SWEPT CLEAN OF ALL SAND 16. CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL UTILITY COMPANIES IS PROHIBITED WITHOUT THE WIRE FILTER FABRIC AND DEBRIS. 10. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INSTRUCTING THE CONTRACTOR IN INVOLVED IN PROJECT AND PAY ALL REQUIRED FEES AND COST. EXPRESSED WRITTEN CONSENT OF UPHAM INC.COPYRIGHT 2025 THE METHODS OF CONSTRUCTION.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ALL RIGHTS RESERVED SEDIMENT FENCE DETAIL 6. UPON COMPLETION OF WORK,THE CONTRACTOR SHALL CONTACT THE ENGINEER DETERMINE THE METHOD TO CONSTRUCT THE IMPROVEMENTS AS SHOWN ON THE 17. WHERE NEW ASPHALT MEETS EXISTING ASPHALT,THE EXISTING ASPHALT SHALL BE NOT TO SCALE FOR ITS FINAL INSPECTION AND ACCEPTANCE. PLANS. SAW CUT TO PROVIDE A STRAIGHT EVEN LINE. 7. REMOVAL OF ALL CONSTRUCTION DEBRIS, LIMEROCK,EXCESS OF BUILDERS SAND, 11. LITTER CONTROL MEASURES TO PREVENT WIND-DRIVEN DEBRIS SHALL BE 18. PRIOR TO REMOVING CURB OR GUTTER,THE ADJACENT ASPHALT SHALL BE SAW CUT CONCRETE AND MORTAR DEBRIS,EXISTING WEEDS AND GRASSES,AND ALL FOREIGN IMPLEMENTED THROUGHOUT THE DURATION OF CONSTRUCTION.ALL DEBRIS SHALL TO PROVIDE A STRAIGHT EVEN LINE. MATERIALS IN THE PLANTING BED AND SOD AREAS SHALL BE REMOVED PRIOR TO BE REMOVED AND THE PROJECT SITE CLEANED WITHIN 5 DAYS OF COMPLETION OF 1 ANY INSTALLATION OF PLANTS OR TREES. CONSTRUCTION. `o NOTE: IIIum "GUTTERBUDDY" BY ACF ENVIRONMENTAL, DANDY CURB BAG BY THE CONTRACTOR HAS THE DISCRETION TO UTILIZE DANDY PRODUCTS OR EQUAL THIRD PARTY PROPRIETARY EROSION AND SEDIMENTATION CONTROL PRODUCTS AND DEVICES AND IS NOT LIMITED TO THE DETAILS ON THIS SHEET. INLET OPENING COIR WATTLE $ STRAW BALE ALL CONCRETE TRUCKS SHALL � . WASHOUT HERE �1 sia°wasHEDsro STAKE(2X4, (2) PER BALE) KEY IN REMOVABLE LINING � SUMP STRAW BALE 314"WASHED 10 MIL PLASTIC a „, INLET THROAT 12" 12" 8" �� LINING 10 MIL PLASTIC LINER SLOPE 2.5% STONE, 6 THICK MIN CURB INLET FILTER MIN LENGTH AS REQUIRED FOR MAN ALTERNATE SECTION � SPECIFIC STRUCTURE „_„ USE WHERE MORE THAN ONE ; SECTION PLAN " " N �`�_ ACCESSIBLE SIDE IS NEEDED WASHOUT SIGN u„ ��ii_= n... lDDJ111111111111AJ�i%1111, `11111111 rnlil�,rrra i �i/� ��i �I I p', 10 MIL PLASTIC LINING NOTES: n CURB INLET WITHOUT GRATE 6 WASHED � GRAVEL STONE 1. PIT IS SPECIFICALLY DESIGNATED, DIKED AND IMPERVIOUS CONTAINMENT TO r,��,,, W U) ch GRAVEL FILLED SAND BAG(S) SECTION A-A PREVENT CONTACT BETWEEN CONCRETE WASH AND STORMWATER. FILLED SAND PLACE AS REQUIRED TO PREVENT � rp BAG OR 0 �� „ et«;plawm r✓rr, >I~,, k AI 2. WASH WATER SHALL NOT BE ALLOWED TO FLOW TO SURFACE WATER. ��" �:��/ �� DANDY CURB COIR WATTLE FINES FROM BYPASSING FILTER LIMITS OF 10 MIL 15 MIN 10 MIN � L s, a �. Z N PLASTIC LINING „k, t �IP� Z M BAG ONLY 3. FACILITY MUST HOLD SUFFICIENT VOLUME TO CONTAIN CONCRETE WASTE WITH A GUL STEEL L Q INLET OPENING 7STAKE(TYP) 314"WASHED MINIMUM FREEBOARD OF 12." _ ;'� / Z Q OR ATION PATTERN STONE 6"THICK �" _ � ° T USE ROl7N[) RAIi S) 0 4. FACILITY SHALL NOT BE FILLED BEYOND 95% CAPACITY UNLESS A NEW FACILITY IS ��i i,«, in g 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCTED. LIMITS OF 10 MIL � 0 � 12" 12" o PLASTIC LINING 5. SAW CUT PORTLAND CEMENT CONCRETE, RESIDUE FROM SAWCUT&GRINDING TO NOTES: Z V) w o BE DISPOSED OF IN THE PIT. O j a W THROAT MIN MIN A SLOPE 2.5/o A INLET o SUMP MIN 6. CONCRETE WASHOUTS SHALL BE LOCATED A MINIMUM OF 100' FROM DRAINAGE 1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 0 Q GRATE "GUTTERBUDDY" BY ACF CURB INLET FILTER LENGTH o o WAYS, INLETS, &SURFACE WATERS. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL QFt ENVIRONMENTAL, DANDY CURB BAG AS REQUIRED FOR SPECIFIC SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY 0 0 w BY DANDY PRODUCTS OR EQUAL STRUCTURE o 7. MANUFACTURED CONCRETE WASHOUT DEVICES MAY BE USED IF REMOVED FROM MUST BE REMOVED IMMEDIATELY. �/ 0 SECTION PLAN o THE SITE WHEN 95% FULL CAPACITY. w W N CURB INLET WITH GRATE 2. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE W o � � W 0 0 0 0 0 0 0 0 0 0 0 0 8. WASHOUT AREA(S)SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY ONTO PUBLIC RIGHTS-OF-WAY.WHEN WASHING IS REQUIRED,WASHING SHALL BE DONE CONCRETE TRUCKS. ON AN AREA STABILIZED WITH AGGREGATE WHICH DRAINS INTO AN APPROVED PROJECT No: 6, 02 NOTES: SEDIMENT POND OR SWALE. DATE: APRIL� 2oa 1. INSTALL FILTER PRIOR TO BEGINNING CONSTRUCTION. 8�� LIMITS OF 10 MIL STRAW BALE 9. ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE DESIGN BY: RWS PLASTIC LINING (TYP) RELOCATED AS CONSTRUCTION PROGRESSES. 3. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN OR DRAWN BY: HMT 2. INSPECT ONCE EACH WEEK AND AFTER ANY RAIN EVENT. REMOVE ANY FINES AND DEBRIS THAT MAY HAVE ACCUMULATED AND DISPOSE OF PROPERLY. PLAN 10. AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND WEEKLY AT A MINIMUM. CHECKED BY: RWS DISPOSE OF PROPERLY. SCALE: i"=20' CURB INLET SEDIMENT PREVENTION DETAIL CONCRETE WASHOUT AREA CONSTRUCTION ENTRANCE DETAIL (RUMBLE TRACK OR EQUAL) SHEET NUMBER: NOT TO SCALE NOT TO SCALE C300 REVISIONS DATE DESCRIPTION PROJECT SITE INFORMATION SEDIMENT, EROSION AND POLLUTANT CONTROL MEASURES: MAINTENANCE AND INSPECTION PROCEDURES: 09/30/24 FDOT COMMENTS 08/28/24 1. BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES IN ACCORDANCE WITH PART 5 OF FDEP DOCUMENT NO. 62-621.300(4)(a)SHALL 1. INSPECTOR QUALIFICATIONS 12/09/24 CITY COMMENTS 12109124 PROJECT NAME: SPORTY$ CAR WASH BE USED FOR THIS PROJECT TO CONTROL EROSION AND TURBIDITY CAUSED BY STORMWATER RUNOFF.THE LOCATION AND DETAILS OF INSPECTIONS MUST BE CONDUCTED BY A"QUALIFIED" INSPECTOR. "QUALIFIED" IS DEFINED AS A PERSON THAT A). HAS 04/14/25 CITY COMMENTS 02107125 AND EROSION CONTROL METHODS ARE SHOWN ON PLANS.THE CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL SUCCESSFULLY COMPLETED AND MET ALL REQUIREMENTS NECESSARY TO BE FULLY CERTIFIED THROUGH THE FDEP FDOT COMMENTS 02/07/25 DEVELOPER: GORDON HARDWICK - EDGEWATER AUTO SPA, LLC METHODS AS SHOWN ON THE PLANS OR AS REQUIRED. CONTRACTOR SHALL ALSO PROVIDE THE REQUIRED EROSION PROTECTION AS REQUIRED STORMWATER, EROSION AND SEDIMENTATION CONTROL INSPECTOR TRAINING PROGRAM; B). HAS SUCCESSFULLY BY LOCAL, STATE AND FEDERAL LAWS. COMPLETED AN EQUIVALENT FORMAL TRAINING PROGRAM; OR C).THAT IS QUALIFIED BY OTHER TRAINING OR PRACTICAL 226 NORTH NOVA ROAD STE 151 EXPERIENCE IN THE FIELD OF STORMWATER POLLUTION PREVENTION AND EROSION AND SEDIMENTATION CONTROL. ORMOND BEACH, FL 2. STORMWATER MANAGEMENT STORMWATER COLLECTION SHALL BE PROVIDED BY CATCH BASINS.THE SITE WILL DISCHARGE TO THE EXISTING MASTER STORMWATER POND FOR TREATMENT. 2. DISTURBED AREAS ALL DISTURBED AREAS AND AREAS USED FOR MATERIAL STORAGE SHALL BE INSPECTED FOR POLLUTANTS ENTERING THE STORMWATER PROJECT LOCATION: 1829 S. RIDGEWOOD AVENUE 3. STABILIZATION PRACTICES SYSTEM.THE STORMWATER MANAGEMENT SYSTEM AND EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE EDGEWATER, FL WIND EROSION STABILIZATION: THE CONTRACTOR SHALL DENUDE ONLY ARES WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN INSPECTED REGULARLY TO ENSURE THEY ARE OPERATING CORRECTLY. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE SHALL BE o A 2 WEEK TIME-FRAME. FINAL GRADES SHALL BE PERFORMED AND TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE APPLIED. INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. 0"........ �� a AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO ® LATITUDE: 280 58' 16" N SATURATE THE SURFACE SOILS ON A DAILY BASIS, OR AS NEEDED TO MAINTAIN MINIMAL DUST TRANSPORT. FUGITIVE DUST SHALL 3. MONITORING INSPECTIONS �� ,��'® 00 MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF-SITE TRANSPORT OF UNACCEPTABLE ARE REQUIRED TO BE PERFORMED BY A QUALIFIED INSPECTOR AT LEAST EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS " G, LONGITUDE: 800 53 39 W LEVELS OF DUST. FOLLOWING A RAINFALL EVENT OF ONE-HALF(1/2)OF AN INCH OF RAINFALL OR GREATER AND SHALL CONTINUE UNTIL THE SITE COMPLIES n`; in i WITH FINAL STABILIZATION(NOTICE OF TERMINATION). ` W ..,.,- 09, AHJ: CITY OF EDGEWATER TEMPORARY STABILIZATION: TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY � �� TEMPORARILY CEASES FOR 21 DAYS WILL BE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN 5 DAYS FROM THE LAST 4. REPORTING . CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE MIXTURE OF 20 PARTS OF BERMUDA SEED AND 80 PARTS OF PENSACOLA BAHIA.THE EACH INSPECTION MUST BE FOLLOWED UP BY A REPORT DOCUMENTING THE INSPECTOR'S FINDINGS AND REQUEST THE REQUIRED KKre.°°°� gi `" F WMD JURISDICTION: ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET MAINTENANCE AND/OR REPAIR FOR THE EROSION AND SEDIMENTATION CONTROL MEASURES. THESE RECORDS ARE USED TO PROVE THAT �� ° FDEP NOI: - SHALL NOT BE USED, THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY, CONSISTING THE REQUIRED INSPECTION AND MAINTENANCE WERE PERFORMED AND SHALL BE PLACED IN THE SWPPP LEDGER. THIS ITEM HAS BEEN DIGITALLY OF OAT, RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH SIGNED AND SEALED BY 5. RECORD KEEPING ROGER W.STRCULA,PE PROJECT AREA: 1.76± ACRES WHICH CAN BE READILY CUT INTO THE SOIL SHALL BE USED.AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY ON THE DATE ADJACENT TO THE SEAL. STABILIZED BY APPLYING STABILIZATION AND BASE. IN ADDITION TO INSPECTION AND MAINTENANCE REPORTS, RECORDS SHOULD BE KEPT OF CONSTRUCTION ACTIVITIES THAT OCCUR ON THE PRINTED COPIES OF THIS DOCUMENT SITE. THE CONTRACTOR SHALL RETAIN COPIES OF THE SWPPP,ALL REPORTS AND DATA FOR A MINIMUM OF FIVE 5 YEARS AFTER THE ARE NOT CONSIDERED SIGNED AND ( ) ARE AND THE SIGNATURE MUST BE PERMANENT STABILIZATION: DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE PROJECT IS COMPLETE IN PAPER AND CD FORMAT. VERIFIED ON ANY ELECTRONIC COPIES. DISTURBED AREA: 1.75± ACRES STABILIZED WITH SOD NO LATER THAN 5 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. O 4. STRUCTURAL PRACTICES STAKED SILT FENCES: THE STAKED SILT FENCES WILL BE CONSTRUCTED ALONG THE PERIMETER AS SPECIFIED IN THE DRAWINGS. SPILL PREVENTION PRACTICES AND CONTROL MEASURES: ° FLUCCS CODE: 1,400 - COMMERCIAL AND SERVICES STAKED FENCE SHALL BE CLEARED OF SEDIMENT WHEN IF REACHES ONE-THIRD HEIGHT OF THE FENCE. GOOD HOUSEKEEPING EARTH DIKE: IF REQUIRED,AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE PERIMETER.A PORTION OF THE DIKE SHALL DIVERT 1. -SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR FOR PROPER STORAGE, USE,AND DISPOSAL OF CONSTRUCTION MATERIALS. ULTIMATE RECEIVING WATER BODY: MOSQUITO LAGOON 1 INDIAN RIVER RUN-ON AROUND THE CONSTRUCTION SITE.THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF FROM THE DISTURBED AREA -STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION. AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN. CLASS: II -ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER. -ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE PROPER CONTAINER AND IF POSSIBLE STORED UNDER A ROOF ORLO OFW: YES SEDIMENT BASIN: PROPOSED STORMWATER PONDS CAN BE USED. BEST MANAGEMENT PRACTICES SUCH AS REMOVAL OF SEDIMENT PROTECTIVE COVER. 44 0 FROM INLET PROTECTION DEVICES, PROPER WASTE DISPOSAL AND SWEEPING TO REDUCE AMOUNT OF SEDIMENT DISCHARGED INTO PONDCD WBID #: 2924132 SHALL BE CONTINUOUSLY IMPLEMENTED. -PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER. TMDLs: CHLOROPHYLL-A (NUTRIENT)I FECAL COLIFORM (BACTERIA) -ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. ui 5. WASTE DISPOSAL :E =) %_ c, WASTE MATERIALS: ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A METAL DUMPSTER WITH SECURE LID IN 2. HAZARDOUS PRODUCTS SOILS I GEOTECH DATA: -MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL ACCORDANCE WITH ALL LOCAL AND STATE LAWS.ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE CONTAINERS CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED. iK m (PER USDA NRCS WEB SOIL SURVEY) DUMPSTER.THE SUPERINTENDENT SHALL COORDINATE WITH LOCAL UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEKuj AND WASTE TAKEN TO AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE -PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE WITH MANUFACTURER AND LOCAL/STATE REGULATIONS. UJSOIL NUMBER SOIL NAME HSG SUPERINTENDENT SHALL ORGANIZE TRAINING FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS.THE 3. PRODUCT SPECIFIC PRACTICES 4 ASTATULA FINE SAND A SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE MATERIAL PROCEDURES. -PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND CLEARLY LABELED.VEHICLES CONTAINING PETROLEUM PRODUCTS HAZARDOUS WASTE: HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE LAWS OR AS SHALL BE PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID LEAKAGE OF PETROLEUM PRODUCTS ON SITE. 51- DIRECTED BY THE MANUFACTURER.THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING FOR EMPLOYEES IN THE PROPER -THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO SOIL IN ORDER TO LIMIT EXPOSURE TO STORMWATER. FERTILIZERS SHALL PRACTICES WHEN DEALING WITH HAZARDOUS WASTE MATERIALS.THESE PROCEDURES SHALL BE RESPONSIBLE FOR ENFORCING THE BE STORED IN COVERED AREA.THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO SEALABLE PLASTIC BIN TO AVOID SPILLS. 4) PROCEDURES. rmmj > _j °°-PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS PAINT MUST BE DISPOSED OF IN APPROVED MANNER. SANITARY WASTE: SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS.THE -CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. SUPERINTENDENT SHALL COORDINATE WITH LOCAL UTILITY FOR COLLECTION OF SANITARY WASTE AT LEAST THREE TIMES A WEEK TO 4. SPILL CONTROL AND CLEANUP RESPONSIBILITIES THIS DRAWING IS THE PROPERTY PREVENT SPILLAGE ONTO THE SITE. -SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES. OF UPHAM,INC.ANY USE OR REPRODUCTION IN WHOLE OR PART -THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON-SITE NEAR THE MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, EXPRESSEDSPROHIBITED ROWITHOUT THE CONSTRUCTION INFORMATION: 6. DUST CONTROL CONSENT OF TO PREVENT OFF-SITE VEHICULAR TRACKING OF SEDIMENTS AND DUST GENERATION,A STABILIZED CONSTRUCTION ENTRANCE SHALL BE SAND, SAWDUST, LIQUID ABSORBER, GOGGLES,AND TRASH CONTAINERS. UPHAM INC.COPYRIGHT 2025 A) DESCRIPTION OF ACTIVITIES ESTABLISHED BY THE SITE CONTRACTOR. SEE DRAWINGS FOR DETAILS AND LOCATION(S). -ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE. ALL RIGHTS RESERVED CONSTRUCTION ACTIVITIES INCLUDE: REDEVELOPMENT OF THE EXISTING SITE FOR CONSTRUCTION OF A SPORTY'S CAR -WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO WASH. IMPROVEMENTS REQUIRE DEMOLITION OF THE EXISTING BUILDINGS AND ASSOCIATED IMPROVEMENTS AS SHOWN 7. NON-STORMWATER DISCHARGES PREVENT INJURY. ON THE PLANS.ADDITIONAL IMPROVEMENTS INCLUDE ROUTING UTILITIES TO THE NEW BUILDING, CONSTRUCTION OF IT IS EXPECTED THAT THE FOLLOWING NON-STORMWATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: -TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF THE SIZE OF THE SPILL. PAVED PARKING AND DRIVE AISLES AND INSTALLATION OF LANDSCAPE MATERIALS.A DRY POND IS PROPOSED TO -AFTER A SPILL THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING.THE CAUSE PROVIDE WATER QUALITY AND ATTENUATION FOR STORMWATER RUNOFF FROM THE REDEVELOPED SITE. WATER FROM FIRE FIGHTING ACTIVITIES, FIRE HYDRANT FLUSHING,WATER LINE FLUSHING,WATER USED TO SPRAY OFF LOOSE SOILS OF THE SPILL, MEASURES TO PREVENT IT,AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED. FROM VEHICLES, DUST CONTROL, PAVEMENT WASH WATERS(WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE -THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE SOIL DISTURBING ACTIVITIES INCLUDE: INSTALLING STABILIZED CONSTRUCTION ENTRANCES, INSTALLATION OF EROSION OCCURRED).ALL NON-STORMWATER DISCHARGES WILL BE DIRECTED TO THE EXISTING STORMWATER POND. OPERATIONS THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION AND CLEANUP PROCEDURES. AND SEDIMENT CONTROLS, CLEARING AND GRUBBING EXISTING VEGETATION (AS NEEDED), ROUTING UTILITIES AND LANDSCAPING AND EXCAVATION FOR CONSTRUCTION OF DRY POND. DISCHARGE OF UNCONTAMINATED GROUNDWATER FROM CONSTRUCTION-RELATED DEWATERING OPERATIONS IS PERMITTED IN u ACCORDANCE WITH PART 3.4 OF THE FDEP DOCUMENT NO. 62-621.300(4)(a) B) SEQUENCE OF MAJOR ACTIVITIES AND CONTROL MEASURES: 1. THE CONTRACTOR SHALL SCHEDULE AND ATTEND THE PRECONSTRUCTION MEETING WITH APPROPRIATE JURISDICTIONAL AGENCIES AS SPECIFIED PRIOR TO START OF CONSTRUCTION. NOTICE OF INTENT (NOI) I NOTICE OF TERMINATION (NOT) 2. THE CONTRACTOR SHALL PROVIDE EMERGENCY TELEPHONE NUMBERS TO THE CITY AND/OR COUNTY AND ENGINEER TERMINATION OF AT LEAST TWO INDIVIDUALS THAT ARE CAPABLE OF CORRECTING ANY DRAINAGE PROBLEMS THAT MAY OCCUR AFTER WORK HOURS. 1. N01: THE NOTICE OF INTENT(N01), DEP FORM 62-621.300(4)(b), IS TO BE COMPLETED AND SUBMITTED TO THE FLORIDA DEPARTMENT OF 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER, COUNTY AND CITY A MOT PLAN AT PRECONSTRUCTION MEETING. ENVIRONMENTAL PROTECTION (FDEP) BEFORE USE OF THE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL TRAFFIC SHALL BE ALLOWED TO CONTINUE DURING WORK. PROVIDE MEASURES TO DETOUR TRAFFIC AROUND CONSTRUCTION ACTIVITIES PROVIDED IN SUBSECTION 62-621.300(4), F.A.C. CONSTRUCTION ACTIVITIES WITH ADEQUATE BARRICADES, SIGNAGE AND FLAGPERSON TO DIRECT TRAFFIC. ITEMS REQUIRING POLLUTION PREVENTION 2. NOT:WHERE A SITE HAS BEEN FINALLY STABILIZED AND ALL STORMWATER DISCHARGES AUTHORIZED BY THIS PERMIT ARE ELIMINATED, THE EMERGENCY SERVICES SHALL BE NOTIFIED 48 HOUR IN ADVANCE. THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED, BUT NOT LIMITED, TO BE PRESENT ON-SITE DURING CONSTRUCTION: PERMITTEE SHALL SUBMIT A NOTICE OF TERMINATION, DEP FORM 62-621.300(6), SIGNED IN ACCORDANCE WITH PART 7.0 OF FDEP DOCUMENT Z 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE UTILITY DEPARTMENT, FLORIDA CONCRETE WOOD ROOFING SHINGLES ASPHALT NO. 62-621.300(4)(a),WITHIN 14 DAYS OF FINAL STABILIZATION OF THE SITE TO TERMINATE COVERAGE UNDER THIS PERMIT. SUNSHINE AND EMERGENCY SERVICES FOR RESPECTIVE UTILITY LOCATIONS AND "NOTICE" OF CONSTRUCTION 0 ACTIVITY. GLASS SAND/DIRT METAL STUDS LIMEROCK 5. ALL EROSION CONTROL DEVICES AND VISIBLE BARRICADES SHALL BE INSTALLED AND APPROVED BY THE ENGINEER STONE CLEANING SOLVENTS MASONRY BLOCK PRECAST STRUCTURES PRIOR TO THE START OF CLEARING AND GRUBBING. PAINT PETROLEUM 1 FUELS FERTILIZERS PIPES D 6. ALL EROSION CONTROL DEVICES SHALL BE PLACED PRIOR TO THE START OF WORK AND REMAIN IN PLACE UNTIL j ALL WORK IS COMPLETE. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR cn J W U) NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 7. A 24'WIDE 6" MINIMUM COMPACTED STONE DRIVE LANE TO THE CONSTRUCTION ENTRANCE THAT SHALL BE PLACED CONTRACTOR'S CERTIFICATION ~ PRIOR TO THE CLEARING AND GRUBBING.THE APPROXIMATE LOCATION IS INDICATED ON THE DRAWING. THE a 0 Z CV ELEVATION SHALL BE APPROXIMATELY PER THE GRADING PLAN. PROVIDE ACCESS ACROSS DRIVE LANE FOR I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUIT TO Z LV M EMERGENCY VEHICLES, COORDINATE WITH FIRE CHIEF. SECTION 403.0885,F.S.,THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE Q 0 8. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS WITHIN THE APPROXIMATE LIMITS OF IDENTIFIED AS PART OF THIS CERTIFICATION. W Z CLEARING AS INDICATED ON THE DRAWING. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS DURING CLEARING AND SIGNATURE COMPANY INFO RESPONSIBLE FOR: in FE 0 0 0 GRUBBING ACTIVITIES AROUND AREAS DESIGNATED AS TREE PROTECTION. STORMWATER POLLUTION PREVENTION PLAN CERTIFICATION Q - 0 J 9. SOILS ARE TO BE STABILIZED BY WATER OR OTHER MEANS DURING CONSTRUCTION.THIS IS INTENDED TO REDUCE COMPANY: U) �: LL SOIL EROSION, BLOWING SAND AND THE IMPACT TO NEIGHBORING PROPERTIES. I CERTIFY UNDER PENALTY OF LAW THAT THESE CONSTRUCTION PLANS,THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY NAME: Z >_ w 0 10. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS WILL BE STABILIZED WITH DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM,AS SHOWN ON THESE CONSTRUCTION PLANS, DESIGNED TO ASSURE THAT TITLE: W 0Lu A TEMPORARY GRASS AND MULCH WITHIN 5 DAYS OF THE LAST DISTURBANCE. APPROPRIATE POLLUTION PREVENTION MEASURES ARE IMPLEMENTED DURING CONSTRUCTION AND TO ASSURE THAT THE QUALIFIED DATE: > Q 11. ALL REMOVED MATERIAL SHALL BE HAULED OFF-SITE TO AN APPROVED LANDFILL.TREES MAY BE LOGGED OR PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MULCHED FOR OFF-SITE DISPOSAL AT THE CONTRACTOR'S DISCRETION. MANAGE THE SYSTEM, OR THE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION. THE INFORMATION SUBMITTED IS, TO THE 0 uj 0 u) w 12. ALL OFF-SITE AREAS DISTURBED DURING CONSTRUCTION ACTIVITY SHALL BE IMMEDIATELY RESTORED TO PRIOR BEST OF MY KNOWLEDGE AND BELIEF TRUE,ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR a N a CONDITION UPON COMPLETION OF WORK. SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. COMPANY: 13 13. THE SITE CONTRACTOR SHALL ONLY BE PERMITTED TO REMOVE ALL EROSION PROTECTION DEVICES WITHIN EACH NAME: Lu OWNER: TITLE: CONTRIBUTING AREA FOLLOWING REMOVAL OF SEDIMENT AND DEBRIS AND PERMANENT STABILIZATION OF ALL SIGNATURE: PROJECT No: 231001 DISTURBED AREAS. DATE: DATE: APRIL 16,2024 NAME/TITLE: DESIGN BY: RWS DRAWN BY: HMT COMPANY: CHECKED BY: RWS COMPANY: NAME: SCALE: 1"=20' TITLE: SHEET NUMBER: ADDRESS: DATE: C301 6' PRECAST PANEL REVISIONS AND POST FENCE Q GENERAL NOTES: NOTICE: PAVEMENT MARKING NOTES: DATE DESCRIPTION 09/30/24 FDOT COMMENTS 08/28/24 1. ALL DIMENSIONS AND TIES ARE TO THE EDGE OF PAVEMENT AND ALL IMPROVEMENTS SHALL BE STAKED FOR CONSTRUCTION BY MEANS OF 1. ALL MARKINGS SHALL COMPLY WITH F.D.O.T. STANDARD PLANS FOR ROAD AND 12109124 CITY COMMENTS 12109124 OUTSIDE FACE OF BUILDING. DIGITAL COORDINATES BY SURVEYOR UTILIZING GEODETIC TOTAL STATION. BRIDGE CONSTRUCTION INDEX No. 711-001. 04/14/25 CITY COMMENTS 02107125 AND 373± LF 6' CMU WALL SCALING OF DRAWINGS FOR PURPOSES OF STAKING OR THE UTILIZATION OF 2. PAINTED PAVEMENT MARKINGS SHALL BE APPLIED AFTER PAVEMENT SURFACE HAS Q 2. THE CONTRACTOR AT ITS OWN DISCRETION SHALL MAINTAIN THE GLOBAL POSITIONING SYSTEM (GPS)ARE AT THE SURVEYOR'S OWN RISK. CURED. SURFACE SHALL BE FREE OF FINE SAND AND DEBRIS PRIOR TO FDOT COMMENTS 02107125 (BACK WALL 1' FROM THE CONSTRUCTION SITE SECURE FROM TRESPASS. APPLICATIONS. PRESERVATION AREA, C NTILILEVER O ` 3. APPLY PAINTED PAVEMENT MARKINGS AT LAST STAGE OF CONSTRUCTION AFTER FOOTER INSIDE SITE) LANDSCAPE PLANTINGS ARE INSTALLED. R. 20 10 0 20 LEGEND NOTICE: 4. PAINT SHALL BE SHERWIN WILLIAMS LOW-VOC ACRYLIC PRO PARK PAINT,APPLY s 6 RFs/,0, N GRAPHIC SCALE ALL AFFECTED SIDEWALKS, RAMPS,AND CROSSWALKS, SHALL BE BUILT PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DRAWINGS FOR LOCATIONS �D /q� I 1"=20' O DENOTES SPACE COUNT BY ROW OR COLUMN AND INSPECTED TO MEET CURRENT ADA REQUIREMENTS OF SPECIFIC COLORS. 9 J 5. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED USING 3M BRAND e TYPE"B" CURB(SEE DETAIL SHEET C401) "SCOTCHLITE" SHEETING (ENGINEER GRADE)ON MINIMUM .08 GA ALUMINUM BLANKS. ...... s 18 i PROPOSED SITE LIGHTS(SEE PHOTOMETRIC DRAWINGS) ALL 36"x48" SIGNS SHALL BE.100 GA MINIMUM. ®�«�� DENOTES CURB TRANSITION TO FLUSH 12 J. NOTICE: s % u a SEE ARCHITECTURAL 1 STRUCTURAL DRAWINGS FOR SPECIFIC BUILDING, : \\ --- --�\\— ------- 2 n ......m„ --— — i ELEMENTS SUCH AS BOLLARDS, GENERATOR, TRANSFORMER, FENCING ', ; e ETC.THESE ITEMS ARE SHOWN HEREON FOR INFORMATIONAL PURPOSES �, /co z ONLY AND SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. �.. —— ——————— T '24 k j THIS ITEM HAS BEEN DIGITALLY PROPOSE 10' UTILITY I 0' \ "4 ♦ a k % SIGNED AND SEALED BY """ RV `� ROGER W.STRCULA,PE EASEMENT(SEE SEPARATE I k k ON THE DATE ADJACENT TO THE SEAL. SKETCH A D LEGAL BY I a k k v,``_"k k� ` k k ��' -�6� 6" DIA STANDARD WEIGHT PRINTED COPIES OF THIS DOCUMENT k k k k 3��, ARE NOT CONSIDERED SIGNED AND STRUCTURAL STEEL PIPE UPHAM IN } k " SEALED AND THE SIGNATURE MUST BE k k f a" I DO. FILL WITH CONCRETE---IVERIFIED ON ANY ELECTRONIC COPIES. I kl k kill k�� k k k k ' MIN 112"WIRE CABLE ' k I ?? RF Ras 10 k a a. ; I k kv k k I S F ®'w I 6' /�F r� k k k�� _ k k k k kLO k k k k k k k WI VINYL REFLECTIVE COVERCl k k k k k R�5' k k I ? R10 a a- �' lam 14a" y k $9�° k kk` kk kk i 3��qN� �'1>. k r S / TROWEL TOP TO ° k k k C r k III k k A KNOX PADLOCK a k k k k a. ` ", k I FB R 1 SF DRAIN AT GRADE 0 WHITE PAI TED k k k k � �" k y \ k k 16 UF,c R RESIDENTIAL _ k k k k F 0- DIRECTIO L k k k k k k k k Iui „ ARROW(T PICAL) k k k k a k k lk A- A- k . k "R5 k \ �" � e6 k k } k A- A- A- kl a k "k k k k k a' k S 28•18'02" E PLASTIC COVER qiLO k I � k k -t k k\ k I 7 LO FINISH GRADE BY IDEAL SHIELD OR EQUAL �4 k k k \ 96. ( ) COLOR BY SPORTYS • k k � , � k k k k a. k � � -� k\� k a I 97 FREE VACUUM 98.04 M I 0 k k x " ka_ a\ k I k k. TION(TYPICAL) ��—��—BUILDING k -" / ' k k kui SETBACK I INE " G a k k a.y =�;. k y T'p a" \ �" I A" k k VACUUM STATIONS TRASH ��—�� a a ADA SAGA kE co k k k m � k RECEPTACLES(TYPICAL) k k k k �� (� DETAIL\ �, a" � ) k k k k k �. a. k w A. �" �� k �� k SHEE�4 1} w k EE SHEET C401 FOR PHOTO) I a G k '� k k �q" A- A � �� _ • k k k k \ y k a l I k k k k k k k �\ �� a" k _ qk 6 DIA. CO CRETE BOLLAR k %� E3 kt3a �" k \ k a" �`I%_ TERMINATE 6' CMU WALL Zuj WI PVC SLEEVE, COLOR BY P T � k k k k k k k k \k k k k k k 6' PVC FENCE 3It�'ES OF PAD "' LO A- k. A k k ,� k a" k AT BOUNDARY — (SEE DETAILON SHEET C501 I k s1Q. k kQ�B,k k �� a" k k k k k (TYPICAL) 112" DIA CONCRETE `' I I ENCASEMENT AROUND � � � � � k k � � k k � I I POST Lu °— ° Ln (TYPICAL 7 PLACES) � k f � R�5 � � 7. � � k E k k k k k a" k � k ��' k � k �" x k S 62'09'31 " W 51. 76'(M) � , k k d ° k k k �' k a" k k\ A �' � k VACUUM EQUIPMENT PAD k a a h- 04 XI k R2' R25' k k k k k\ k k � k k (TYPICAL 3 PLACES) a O B-3 ° w k k k -k � I~" �- 0103°41' � "� k � '� a" k\ a" �-� '"�� k �" k , k k k a_ EMPLOYEE PARKING SPACES HIGHWAY COMMERCIAL a co cl B-3 1 k a� � y k k yk \ k ",, R� 10'x18' (TYPICAL) k k R3' t p ADS#PAINT k k k y k HIGHWAY 0' k �" \ k k »»> COMMERCIAL k I R1 �� m %� k r k k k \ k a" LO ". a „ C e - RKI �g k k k y y �4„ ,� - k F � k « '�`. D ��AIL BEET C41°' ,N, �� k a k k ACCESS BOLLARD AND CHAIN DETAIL A- LANDSCAPE BUFFER LINE A- A. k k 15ANDSC , 16 ��j— NOT TO SCALE THIS DRAWING IS THE PROPERTY ' p 6 � ' ,^'�'RI. � �� °�S'�" `� k k �" k ` ' — ' ' OF UPHAM,INC.ANY USE OR R5 � Y� l ,�", � - (INSTALL 2 BEHIND CURB AND 2 BEHIND RIGHT-OF-WAY) c�.� a � I k � � �" k - R T A REPRODUCTION IN WHOLE OR PAR 7 .26'� a /� � � �, �,, i � k _� k , k � IS PROHIBITED WITHOUT THE 18 EXPRESSED WRITTEN CONSENT OF _ � ��a� /d/iirlrr i p iip „.i i �'t��/; iiiio r l ri, um R3��" k �" k ��13i UPHAM INC.COPYRIGHT 2025 k I k .e 7� oyr r,,.,, r �,, Ad - -.._-:^ �i%�11 a R3U' ALL RIGHTS RESERVED Ik k J kk °' � A u �g ✓ ��.� R 5' fo e - �kf " `�. a 41 , � o �l� 5' R16' I� �12� C - 1!I - v 12 X10 INSIDE MASONRY � k 5 71 YH, 33 DUMPSTER ENCLOSURE I y � Q; d a � 'ii�` (SEE ARCHITECTURAL �" k `� � a" f� � ; � SH RECEPTACLE � S k � a" �r � EEARCHITECTURAL °` k � k •. , ,,,,,, , ,...,� e 24 a� � a DRAWINGS (.. U QCT� k k k k Iyq / DRAWINGS) R14 ?�6' �. PAI NT U / R3 k n e o G 2 - 0 k k �6. k k k k ED 12"x 5'WHIT y' a k M a' V I' II ti a" ,,,,,,,, ,r, rh ;,, »»> SPECIAL EM ASIS R2 R35 25 0 �14 co a t" ,,,, ,,,, ti k I k k k k 3' k k k �� k �. a ar _ 10' CROSSWALK (TYPICAL) »» """"""" ,""""""" » . ; TYPE��B�� C �� -w � � R .��. iii I k R12 ® (TYPICAL) WHITE STRIPE PAINT AND q88°49'k"k k k k k k k k R5' k Lk k k R5' k k kl a. G "' ''° F ��J k k a k -r al a 1 3. y a �e o n i e�FFFR LETTERING AS SHOWN k k C�l�R6 C�I�Tk k k y k i 'r... ..... i a - h y k A k a" � � k k k � k � k k k k � � a� � .} k F k f � k � " a �� 4 a" k ° v k k k y k F r4 �. ....... � ... k k F a fl \ / a" k k o i k "s�.. ....... k .... k k k 15'A" k a" a k 6 . 6 a �� :, o k R25' k k �" k k k �" k y k l v a -� k k k �� SPORTYS MONUMENT SIGN �17� kk a k k a_ k k k k k�" k y k k k .: �...... �. k .. ..... - �. , �� _ ��- R20 n ---------—----- — Z k k �-7,_ CABLE OR CHAIN PLACED WHEN BUSINESS IS NOT OPENZ G° V G MAX. 8' HGT.&MAX COPY AREA 48 SF_ X X Xv X (KNOX KEY OVERRIDE OR KNOX PADLOCK SHALL BE PROVIDED) r 25' - - - - - - - - - - - - - - - - - - - - - J Aft-, T ACCESS BOLLARD AND CHAIN POST \_ 10' LANDSCAPE BUFFER (SEE DETAIL THIS SHEET) 126'± /I\ V R/W R ADA DETECTABLE WARNING SURFACE PER 120 LF 4"WHITE N 26.474 ' W Z 24STM 24STM CONTINUOUS STRIPE EMPLOYEE STATIONED rM FDOT INDEX 522-002 (TYPICAL EACH SIDE) 44 LF 6"WHITE THERMOP ASTICE�J CUT-THROUGH EXIT 0 > CONTINUOUS STRIPE CURVE J1 OVERALLS 50 LF 6"WHITE THERMOPLASTIC CONSTRUCT NEW SIDEWALK INCLUDING TRAFFIC CONES CONSTRUCT SIDEWALK REPAIR TO MATCH R30' CONTINUOUS STRIPE CURB TO MATCH EXISTING WIDTH AND (LOCATION BY STAFF) EXISTING WIDTH AND THICKNESS ON DATA (M I(EDOT� a V) ch R50' THICKNESS 70± LF TOTALN LENGTH COMPACTED BASE TYPICAL COMPACTED BASE 18± LF TOTAL LENGTH CA=2. 12'27" 0 Q 4 WHITE CONTINUOUS STRIPE -C- , W 14' 16' WITH 4"WHITE 450 ANGLE R= 1 1 535.22 Z 3: Z N sTR CHB=N 27.5356" W Q LLJ > Q RELOCATED FDOT INFORMATION SIGN CH=444.40 H Q Q o 0 39.04' L=444.43' O O PAY STATIONS WITH 6" RAISED O O j CONCRETE MEDIAN D PAVEMENT LEGEND Q uu w AUTOSENTRY DRAWINGS FOR CONSTRUCT NEW SIDEWALK TO MATCH J 0 Q ADDITIONAL INFORMATION) LIGHT DUTY k k 5 CONCRETE(4,000 P.S.I.AT 28 DAYS)W110x10 WWF FDOT RIW 1.5 SUPERPAVE FDOT SP-12.5 FRICTION COURSE EXISTING WIDTH AND THICKNESS ON CONCRETE k + 12"STABILIZED SUBGRADE MIN OF 98% MOD. PROCTOR MAX DRY ASPHALT 3.5"TRAFFIC LEVEL"C"TYPE SP ASPHALT STRUCTURAL COURSE AND TACK COAT ?� COMPACTED BASE(TYPICAL EACH SIDE OF PAVEMENT DENSITY PER ASTM D1557,AASHTO T-180(2 LIFTS) PAVEMENT 10" LIMEROCK BASE(LBR 100) MIN OF 98% MOD. PROCTOR MAX DRY DENSITY PER W O w W NEW DRIVEWAY)20± LF TOTAL LENGTH MAX CONTROL JOINT SPACING 1O'x1O' MIN SAW CUT DEPTH 1-112" FDOT-SSRBC, SECTION 200&SECTION 911 LATEST VERSION,ALTERNATIVELY, a N 0 CRUSH CONCRETE OF EQUAL THICKNESS. GRADATION SHOULD MEET FDOT CO CO V (2) 12"WHITE THERMOPLASTIC STRIPE, 7' 0 HEAVY DUTY 6" CONCRETE(4,000 P.S.I.AT 28 DAYS)W11Ox10 WWF SSRBC, SECTION 334-5.2.4(PLACE IN 2 LIFTS) W CROSSWALK PER FDOT INDEX 711-001 CONCRETE 12"STABILIZED SUBGRADE MIN OF 98% MOD. PROCTOR MAX DRY 12" STABILIZED SUBGRADE(LBR 40) PER FDOT-SSRBC, SECTION 160, PAGE 196 PROJECT No: 231001 S. RIDGEWOOD A VE US- 1 PAVEMENT DENSITY PER ASTM D1557,AASHTO T-180(2 LIFTS) (TYPE B)AND COMPACTED TO 98% (MIN)MOD. PROCTOR MAX DRY DENSITY DATE: APRIL 16,2024 MAX CONTROL JOINT SPACING 12'x12' MIN SAW CUT DEPTH 1-112" PER AASHTO T-180 DESIGN BY: RWS 4" ® CONCRETE 4" THICK CONCRETE(MIN.)3,000 PSI, CLASS I CONCRETE DRAWN BY: HMT SIDEWALK CONTROL JOINT SPACING PER FDOT INDEX No. 350-001 ON COMPACTED SUBGRADE CHECKED BY: RWS SCALE: 1"=20' SHEET NUMBER: REVISIONS DATE DESCRIPTION ADA PARKING SIGN WITH 6"WHITE (3)6"WHITE DIAGONAL 6" CONCRETE BOLLARD (TYP) STRIPS(600) EQUALLY NOTE:WHERE BOLLARDS ARE ADJACENT TO 09130124 FDOT COMMENTS 08128124 (SEE DETAIL THIS SHEET) SPACED PER AISLE FLUSH PARKING, FACE OF BOLLARD SHALL BE 6" DIA STANDARD WEIGHT �, �� f� � �° � 12/09/24 CITY COMMENTS 12109124 24" MINIMUM FROM EOP T WIDE WALK TO STRUCTURAL STEEL PIPE ( ) 'FILL WITH CONCRETE �� , 04114125 CITY COMMENTS 02107125 AND SIDEWALK FLUSH � ALLOW FOR ADEQUATE ADA PATH '�'� ` ' � �� :"� vF FDOT COMMENTS 02107125 WITH PAVEMENT TROWEL TOP TO 1 PLASTIC COVER BY IDEAL SHIELD OR EQUAL DRAIN AT GRADE N COLOR BY SPORTYS � l „ o ' z FINISH GRADE 6 WHITE STRIPE - BOLLARD , ,. 6" BLUE STRIPE ti 5 �: — LL 0 2'-811 ao - w — d 36 UNIVERSAL SYMBOL 800 t� " .4 _ M „ ?, � �� J Z I I r .....0....... w OF ACCESSIBILITY M b CO pfil4 fl I� ® Ne. m •awwwuuu•• ffi �A�� 0 1 —12 DIA CONCRETE 4" P , ( ) �a POSTSEMENT AROUND � �� >r�� :,Y ��otg ��, °�� %� �� a 6"WHITE STRIPE AT PARKING SPACES �� • ��u EDGE OF PAVEMENT EOP lJ n uun " • �NZ �lGf'�r�k1�lVl�l1<j��iImYM^i ° r e ail; .,,P ��' GrF - G:t ce AmntrnM;ui ,,,,,:fir 1Gr re._„ f a Dwww � •g ua�,'JIE,fUrn ti�u�rw : �g f,o rra,wwgVwwxo wpm � i u 12' S' 12' BOLLARD PLACEMENT DETAIL PIPE BOLLARD �` � `` 1' m NOT TO SCALE J NOT TO SCALE -. _ = PHOTO PROVIDED SHOWS EXAMPLE OF VACUUM STALLS �� •,.KKre. ��gi�� Z 6" 6" m m EQUIPMENT AND PROVIDED TRASH RECEPTACLES THIS ITEM HAS BEEN DIGITALLY SIGNED AD SEALED BY 2" VACUUM STALLS PHOTO ROGER WNSTRCULA,PE ON THE DATE ADJACENT TO THE SEAL. (ADA SPACES SHALL COMPLY NOT TO SCALE PRINTED COPIES OF THIS DOCUMENT ADA PARKING STRIPING ARE NOT CONSIDERED SIGNED AND WITH FBC,ACCESSIBILITY 2017) SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. NOT TO SCALE TRUCK PATH LEGEND: w LID =D C4 � �► ' U TOP PORTION OF SIGN SHALL HAVE VEHICLE -FORD F150 SUPERCAB BUBBLE NOTES FOR CURB DETAILS REFLECTORIZED (ENGINEERING GRADE) � I BLUE BACKGROUND WITH WHITE ~'` I SOLID WASTE TRUCK REFLECTORIZED LEGEND AND BORDER i 41 PROVIDE CONTRACTION JOINTS @ 10' O.C.AND EXPANSION JOINTS @ cn 100' O.C.ALL JOINTS SEALED PER SPECIFICATIONS 12" BOTTOM PORTION OF SIGN SHALL HAVE ~`'` i REFLECTORIZED(ENGINEERING GRADE) `� LO LO 2 5" HEIGHT SHALL BE UNIFORM, IF HEIGHT VARIES± 112" THEN CURB WILL WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER `� I r� BE REPLACED AT THE DISCRETION OF THE ENGINEER AT THE ALL LETTERS CONTRACTOR'S EXPENSE. co ARE 1" SERIES i "C" PER PARKING BY THIS SIGN TYPICAL AT ALL r E co DISABLED MUTCD PERMIT "VAN ACCESSIBLE" PARKING SPACES 4 ONLY SIGN SHALL HAVE A REFLECTORIZED �: iK BAN (ENGINEERING GRADE)WHITE a) uj ACCESSIBLE BACKGROUND WITH BLACK OPAQUE auJ FINE LEGEND AND BORDER MLO $100.00 �° 1 2 a FINE NOTIFICATION SIGN SHALL HAVE A , � .. tea o uj 314"R REFLECTORIZED(ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK 04 z CD OPAQUE LEGEND AND BORDER co° cl M o o { (FINE PER LOCAL JURISDICTION) ,. __ `� 112 EXP JOINT AND p ,� o C ,F.� • ° PREFORMED JOINT 3\� • GALVANIZED "U" CHANNEL POST 1�,' v ° LID FILLER AT CONCRETE CONCRETE OR ASPHALT m cy w z { f PAVEMENT ONLY PAVEMENT m 2 6" DIA. SCH 40 GALVANIZED STEEL PIPE r L_ • ae w o BOLLARD PAINTED OSHA YELLOW r r �t ``J L� rr �° THIS DRAWING IS THE PROPERTY O / �� rr OF UPHAM,INC.ANY USE OR BASE/SUBBASE O FILLED WITH CONCRETE ` r r �` • � � r � ®` � REPRODUCTION IN WHOLE OR PART J J r IS PROHIBITED WITHOUT THE /� L_ III \U EXPRESSED WRITTEN CONSENT OF 4000 PSI CONCRETE BASE I ��ao, �_� n ` I UP U HAM INC 2 COPYRIGHT 20 5 N ALL RIGHTS RESERVED 11 11 r- _ TYPE B CURB DETAIL o . , ll �), � �......�:� h_� ..... xI � ��. � NOT TO SCALE a a a a a `� ... ,. ..... — =1 =1 =1 =1 , (J :i f 1.. ::.f 1- GIs IG:`A rLrslc�an' rr' ICI—ICI—ICI—ICI a a . I�1=1�1=1�1=1�1=1�1=�I z ---- � , „� 1) L) �—III—III—III—I =1 I I=1 I I=I I I—I I F::::: x ll — — — — — — — III—III—III—III ;. III=III=III=III=III= � � x —_ - - - - - - - II—III=III=1 = :.-j - f -1 II II IIll III H I I 18" III_ III—III 1� 1'-6" 2" g., (SIGNAGE SHALL COMPLY WITH FDOT ADA PARKING SIGN REGULATIONS&FBC,ACCESSIBILITY 2017)NOT TO SCALE - - - - - - - S. R/DGEWOOD A VE(US-1) ' HIGH INTENSITY R1-1 REFLECTIVE - ALUMINUM 36"AT INTERSECTION WITH PUBLIC RIGHT-OF-WAY, J '�� TYPE "B" CURB uu" INTERIOR OF SITE TO USE 30" �`�� IIIIuuuiIIIIIL a NOTES: W (n ch 1 „EXTRUDE CURB AND BROOM FINISH Z Q GALVANIZED STEEL SQUARE TUBE POST TRUCK PATH PLAN VEHICLE -FORD F150 SUPERCAB, HINO 338 M+WAYNE ROYAL GT14 REFUSE TRUCKo 0 . 2. PROVIDE 112 EXPANSION JOINTS AT ALL COLD JOINTS. w o o (SIZE SHALL BE DETERMINED BASED ON SCALE. 1 -30 0 W 3. SAW CUT CONSTRUCTION JOINTS AT 10'-0" O.C. O CO 0 WIND SPEED ZONE AND AREA OF SIGN- Z Z N 4. ALL EXPOSED SURFACES SHALL BE STRIPED GREEN, o Q REFER TO FDOT INDEX No. 700-010) 50'-0" (MAX) EXPANSION JOINTS CONCRETE WALKS SHALL BE 4 INCHES THICK HAVING A 3,000 PSI STRENGTH, POURED OVER PROPERLY PREPARED SUBGRADE. ALL Q 0 m W M TROWLED AND CURB EDGING RUBBED SMOOTH. 0 a a ASPHALTIC CONC. CONCRETE SIDEWALKS SHALL BE 8 INCHES THICK ACROSS DRIVEWAYS. 112 INCH EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM Q Q 5. "GLUED-ON" EXTRUDED CURB NOT PERMITTED. w a PAINT CONCRETE BLACK AFTER CURING T W Q a 112" OF 50'. CRACK CONTROL JOINTS SHALL BE VON CENTERS. i a AT ASPHALT LOCATIONSco 5-0 0 1 w a 2.0% MAX SLOPE A MATCH TYPE VERTICAL CURB 3,000 PSI CONCRETE 0 0 o a 4000 PSI CONCRETE AT EDGE OF SIDEWALK 6" Q Q 0 J oo TOP OF SIDEWALK FLUSH ABOVE PVMT. 0. J W CURB TRANSITION DETAIL o WI PVMT.@ H.C. SPACES SEE PLAN J >- 0 W NOT TO SCALE a a a a W o N A -.4-1114" SCORE MARKS 112" DEEP SPACE ° ° 12" MIN. OVERLAP TACK COAT EDGE =III=I a =III=III=III=III=III= M ° TO BE EQUAL TO SIDEWALK WIDTH M I IE 11 COMPACTED 114" R(TYP) �, WWWWWW 1„L a 0 PROPOSED ASPHALT EXISTING ASPHALT I I I-I a—III=III=III=III—III= THICKENED SUBGRADE 6° COMPACTED PROPOSED BASE EXISTING BASE =III III=III=III=III=III= z EDGE 6" 6" EXPANSION JOINT FILLER TO BE SUBGRADE WIDTH AS NOTED cl) W 112" MASTIC BITUMINOUS FIBER THICKENED ON DRAWINGS PROJECT No: 231001 PROPOSED SUBBASE EXISTING SUBBASE CONFORMING TO AASHTO EDGE -I I-I I-I I -III-I I-III-III- BGRADE I-III—III III—III—III=� DESIGNATION M-33, TO BE USED DATE: APRIL 16,2o2a COMPACTED SU NOTE: SAW CUT I' i—III=1 I=i i —��' THICKENED EDGE 112" AT BUILDING WALL AND OTHER (PER SPECIFICATIONS) DESIGN BY: RWS THE WIDTH OF SAW CUT AT EXISTING ASPHALT 1'-6" * ADJACENT TO ADA WALKWAY FIXED OBJECTS AND @ 100' O.C. THICKENED EDGE SECTION A-A DRAWN BY: HMT PAVEMENT AT TACK COAT EDGE IS V MINIMUM. 5-0 MIN SOIL EMBEDMENT WHEN (MAX)(ALL JOINTS SEALED PER ADJACENT TO PAVEMENT CHECKED BY: RWS PLACED IN GRASS AREA BEHIND PLAN SPECIFICATIONS) SCALE: 1"=20' PAVEMENT BUTT JOINT DETAIL STOP SIGN DETAIL CURB WITHOUT CONCRETE SIDEWALK DETAILS SHEET NUMBER: NOT TO SCALE NOT TO SCALE NOT TO SCALE C401 REVISIONS Q ` NOTE: NOTICE: NOTICE: DATE DESCRIPTION ELEVATIONS SHOWN ARE BASED ON NAVD88. SEE ARCHITECTURAL 1 STRUCTURAL DRAWINGS FOR SPECIFIC BUILDING, ALL IMPROVEMENTS SHALL BE STAKED FOR CONSTRUCTION BY MEANS OF 09/30/24 FDOT COMMENTS 08128124 ELEMENTS SUCH AS BOLLARDS, GENERATOR, TRANSFORMER, FENCING DIGITAL COORDINATES BY SURVEYOR UTILIZING GEODETIC TOTAL STATION. 12/09/24 CITY COMMENTS12109124 ETC.THESE ITEMS ARE SHOWN HEREON FOR INFORMATIONAL PURPOSES SCALING OF DRAWINGS FOR PURPOSES OF STAKING OR THE UTILIZATION OF 04/14/25 CITY COMMENTS 02107125 AND NOTE: ONLY AND SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. THE GLOBAL POSITIONING SYSTEM (GPS)ARE AT THE SURVEYOR'S OWN RISK. FDOT COMMENTS 02/07/25 THE MAXIMUM ELEVATION CHANGE AT THE p�- ENTRANCE DOOR MAY NOT EXCEED 114". N" 20 10 0 20 \ 9 142` GRAPHIC SCALE BENCHMARK INFORMATION: LEGEND \\ 601"=20' 9 O N� NOTICE. BENCHMARKS SHALL BE CONFIRMED BY +�o EXISTING HARD ELEVATION `\ 9 x \ SURVEYOR PR/OR TO COMMENCING ANY VERTICAL o ° EXISTING SOFT ELEVATION 18 J�o s SLOPE FROM BACK OF CURB CONSTRUCTIONACT/VITIES. SEE PLAN FOR +� �� 5 �� Q ' 9 �\ W15' @ 2.0%THEN 12:1 AND DESCRIPTION. ®®� � 20� 14.30 PROPOSED HARD ELEVATION �� \ >a` °bo 1sol-\ TO MATCH EXISTING GRADE � .� 00 150 1 �s \� (TYPICAL) 14.3± PROPOSED SOFT ELEVATION _ 8 ,�° ^ \`\ 14.80 TOP OF WALK ELEVATION . "e x� ° " ' V 14.30 BOTTOM OF WALK ELEVATION "' "W )B X 1 I\ 1 3x ,�`'y IS 2 ^n 9 \ 14.66x 7S6 a�\\4.64x 4x x 15.05 V `\ ___ -- EXISTING CONTOUR(DASHED) ��®�� °°° ,KKrew,•,•,... � gi �" 1 \\ ,\D• \\ '(D 1 \\ �T- mwwia ia�mw,on ,� �� F x PROPOSED CONTOUR(CONTINUOUS) �� z O I �_244, \�'� �g'\ \"��\��\ PROPOSED FLOW ARROW THIS ITEM HAS BEEN DIGITALLY m SIGNED AND SEALED BY ROGER W.STRCULA,PE 5 \ k ON THE DATE ADJACENT TO THE SEAL. 14.69 � \ I /,�/ `\\ 14.3 x � l x0 4 '\°`fix h�o�=°- / 41 l \\`\ PRINTED COPIES OF THIS DOCUMENT k. 14.33 x/ 4.44 14.40 43s ��, .1,4.6 � � ^,x a`ti\k`' 46S�1 . \ 1 ARE NOT CONSIDERED SIGNED AND 0 o I SEALED AND THE SIGNATURE MUST BE o 1 02 INI `'b VERIFIED ON ANY ELECTRONIC COPIES. m II I 'RSS \n� xx`�' Imo' AD ^� •l5 I \\ � 1 14.76 x x x x �� / 1 `\� /Q a6 ,, 4.41 1 \� h- 0 i 2x \ 1 r 5 .33 l 5p 1 \\ o �o m 64 caJ x 14.51 �\°�' \ I \\ q.2 0 en � x x x 7 Is '� 14.12 `�/Q ��; � 1 \ � I \ o 94 'P, \\69 14.38x � 1 \ q.3 co j 14.70 x X 59�16�x .70 1S a0 \ 1 �5 v z ` \ 14. \ 1 4 �a5 \k5 15. \5� x` 4 I I .Q \ T, x 7'8R 16 X " "J o 14.74x ' x 7s� 15.05 I mp 7 ?yjC15 x 6. x7q \ 14.71X��xxJ� 66, 14.9 1 , x x x x,S " �� a� 1 �• tZi K. x x' 460 Ox �nS 15.58 RS2 xYw�� 0 k kka� �p 1 i I v 14.42x p" \ x 1 1 x 15.05 m 14.92 a0 ]S �� n x 15.52 1�.18 5.13 ®®®� 06 14.47 x x \x` . //-// LLJ - 0 x` 14.19 Q vE co to v°' S`S ''G x C� 14.52x �C 81x x 74/ �z� �, \ x q 14.8 v5. sx ��, 1 10 85 va. 1 14 mo 14.85 14 8 x 14.46 • °� v°° vow A A �A /� �� •2 14.51 17- /�U 1 LLJ 14.731 . 4.41 5.40 x x \ cLLJ 1451x '"u \50 1C 1 14.77 7¢s 143s v xx1 7 ,® A '` V is ip �� x14i4651® \ 15.05 _,,, °L x 'x 4,2 x '1/ 14.66 O 15 6 �( 14 24 Y- 9 V A � m s 1 5715 14.21 x 14 29G " \ , 3 15.2 15.42 x r� ° a 17 \ \ i' m 14.2x x 14. 0 x �� 15.07 t i �� co cl 7 1 \ 15.30 SLOPE FROM BACK OF .. i �,. ti 14.62 11 14.0 ." . / 15.,," ti � � , � 14.89 , �(„�,^,,,,^,,,,,� ��,^; i , � \ �( �ti CURB TO @ 12:1 MAX x � 14.30 J 15. �� c J 14�7�1x iiiriiao CD 14 77 ° ��, �� x ,� �� 15.52 15.48 I �I �I8 14.66 ( / �. �"""""� �' �1 14.98 15.3 '� i s �o 15.27 �r„" r THIS DRAWING IS THE PROPERTY 4.80� 16 �v I/� �v / 14.85 ,1S.27 l' � ( - -. .... ... .... - - OF UPHAM,INC.ANY USE OR �//I ` 5 \6� REPRODUCTION IN WHOLE OR PART , IS PROHIBITED WITHOUT THE 76 15. 2 / 5 56 15.18 SLOPE FROM BACK OF � 1 i ,; � FFE 1 x �h y ��"� l S(j0 15.42 EXPRESSED WRITTEN CONSENT OF CURB TO PROPERTY LINE �� 14.94 14.62 15.0 v 1 i� UPHAM INC.COPYRIGHT 2025 �'01 , (�� ♦ x °� ALL RIGHTS RESERVED TYPICAL x 15.0 15.1 v� .,� ,.Il;r ,,,:,,,. ,, I a7 /' � ("/107�'/1112iJ 1 �� r,.,,vri�,.,, �7 n" ♦ �7 1�� 'v� ��' •5� 15.22 14.63 14.77 - ES OF U 15. �0 �. 5 NNE x -, „ O�Y. k V Rl �. ,37 51 x 6 ,,� x x ti SQUIPryj ES r 15.4 ♦ '� �� A�� _ O �� rr 1 30 6) "t __ / ., ' v' 11f 8 IN 1 qfi 14.68 „ ti 1 , 7 a x ti �1 ,�, ,�� -^ , , ��. 15. 5.52 15.18 ♦ . 14.90 14.9 15 20 C500 C7 1 30 y y" o 15.20 14. x i 4.3 15 14.30 x ♦ Lo Nv o , 14.z7x 14.ox 15.56 1 vy. ' x 15.47 '` 15.56 % �� 15.26 ,4., 14.62 � ,4- 1ti 15.06 8x 15.2± 15.44 x R 15.18 ♦ ' ,,1 15.05 x`k )_16 14% °� 15.93 14.54 x x` °°° 15.25 15.42 5.37 0 1 ST O R M WAT E R ♦ vy.14.50 x ` 14. 6 9 oa 14.40 3s3 x ��»»»»,^,,,,; �.. 14.60 � 15.26 15.43m��,� 9 5 x 14. ,,,,,,,,,,,,,,,",,,,,,,,,,,,,,,,,"„b'„,..�.�.�.�. ,,,,,,,,,,,,,,,,,,,,",,,,,,,,,,,,,,,„, ,,,,,,,,,,,,,,,,,,,,",,,,,,,,,,,,,,,„, IIIIUUDD)ID))U))UD//X """""""""�""""""a """""""""�"""""oa """""""""�""""""a "" .".�"��w �o POND 1 °°0°° U°' om»»» �i x 14.31 14.44 14.63 » 100�2 4.09 - BENCHMARK #2 > 5 14.98 15.15 15.65 15.82 ,»: n ` g 1 x 15.7 4.54 �� Epp p5 °� 15.20 ,,,i»»»»»»»,»>,^, 14.90 RI 2.89 _________________ _ x \ \ 15.15 / 15.32 14.96 f2 10.26 0\ ♦ FD 5/8 IRON ROD 13.53x 14�8 x �40 \��, 14.7E 13 OM 9.50 \\\ ♦ NO ID EL= 12.84 (NAI/88) 13.13 13. 8 X X _-----140--13.95 1 15.25 15.04 13.5 i 15.21 14.7± 14 145 \ 14.64 �0 14.2± 14.2± �\ �, ♦ ♦ x �So \� 12.9 � 1"' 13.95 �1 14.48 ,�° 4.96 �� Ilkatibll �titi %19� �i8" Emu /S8 / 13.47 \ 14.91 13.4 x13.5 4 73 392 S S O \� l 77 13.0 ---12.0---------- 2.0 - ' 2 13.0 24STM 24STM ��o 14. / O ---- -- --- ----- 12.0 --- --- - --- p TM TM 24sT Tos TO�11.0--�--- O' q 12.0 ---- pa -- -- -12.0 p ------- __ -TO5 - -i0�---IOS-- -- 13.8± \ 1 c - - _ _ - --T6S---- 1 O. ----- �5 9 TOS 11.0-- 10.7x -9 / TOS TOS 7J J TOS= °0 11.0 - TOS- TO 1.0 --- TOS ---T TOS - ZDS---_T 11.0 ` Z�S x 3.84 � / T0. - ��1 1.0 �- �/ - -tr-�� o �� Tos v 0 12.p�__ __ 13. � x x � IOS_-- � �4S--a-a \ v 7 - I c: TOS T-TOS v' 13.34 o TOS -- TOS 11.0 --- �' ------ TOS----- TOS ---�aS-11. -- \° TOSS TOSS - \\ ---- 12.0.-- 0 r 1 1.0 = \. TOS TOS�F 13.2± / TOS TOS ` x 13.7 12TOs .0 -�` 12.0- ------ 12.0 ---- -ros � V) 4. --- TOS� �". TOB \tip �50n 2.0 ------- �20----- ---- 12.0 ----- ---- --- 12.0 Tos 12.92 TOB Toe _ 3 - I 1 - e TOB ------------ ° ----- _ ti' Tos \� r y vL° 13.0 TOB --_1 ° - I�F� TOB y� TOB --- �� _� 12. w --- SLOPE FROM BACK OF - --------- 13.0 -- �- - ------ -- a z . �.,•,,,Um,,,, �. _ 13.0 �--- 13.0 �--ioB�TOB \' ;" �----------- -- 13.0 ------- 130 ��2 o CURB TO PROPERTY LINES Toe Toe Toe TOB TOB ,� m Toe ; M \� ^ (TYPICAL) \ \kp0 TOB �\ TOB TOB TOB =TOB `� ----------------- Q 0 --------- z 0 83.5'± � U NOTE: - V o 0 d, v THE FINAL UNPAVED GRADE AROUND THE BUILDING �/� 0 J 0 SHALL BE NO GREATER THAN 6 INCHES BELOW yr FINISH FLOOR ELEVATION, TYPICAL. w >- � c� w GENERAL EARTHWORK NOTES:Lo 24S�G1 NOTE: o w 84 �� x 24STM '�89 1. IF ANY MUCK OR MUCK-LIKE MATERIAL IS DISCOVERED, IT WILL BE 4. SOILS ARE TO BE STABILIZED BY WATER OR OTHER MEANS DURING ALL UNPAVED SURFACES SHALL BE SODDED, Cy 0 _ 1 REQUIRED TO BE REMOVED, BACKFILLED WITH APPROPRIATE FILL, CONSTRUCTION.THIS IS INTENDED TO REDUCE SOIL EROSION AND MULCHED AND PLANTINGS PLACED, SEE LANDSCAPE (� (� W SITE BENCHMARK 11 -- 13.0 ----- - 0 COMPACTED,AND TESTED USING AASHTO T-180 MODIFIED THE IMPACT TO NEIGHBORING COMMUNITIES. SET N&D PROCTOR METHOD. PLAN FOR SPECIFIC TYPES AND LOCATIONS. PROJECT No: 231001 LB J612 133 Si RIDGEWOOD A VE (US= 1 5. DISTURBED AREAS WITHIN FDOT RIGHT-OF-WAY'S ARE TO BE DATE: APRIL 16,2024 EL=11.28'(NAVD88) 2. ALL FILLING IS TO BE PERFORMED IN ONE-FOOT LIFTS. THE SODDED AND ALL ROADWAY WORK REQUIRES A MINIMUM 16" OF DESIGN BY: RWS COMPACTION REQUIREMENT IS 98% FOR PAVED AREAS AND 95% SOD ADJACENT TO THE EDGE OF PAVEMENT. DRAWN BY: HMT co 3STORMWATER INLET FOR UNPAVED AREAS PER AASHTO T-180 MODIFIED PROCTOR TEST. NOTE: N INV= 8.22 6. ALL NON-PAVED AREAS MUST BE PLANTED, GRASSED, OR SIDEWALKS 1 LANDINGS AT EXTERIOR DOORS SHALL CHECKED BY: RWS S INV= 8.22 3. TEMPORARY FILL STOCKPILING IS NOT PERMITTED IN LIFTS MULCHED. BE SLOPED NO GREATER THAN 2.0/o o AWAY FROM SCALE: 1"=20' BENCHMARK INSET GREATER THAN SIX FEET. BUILDING PER FBC-BUILDING (2017)SECTION 1804.4 SHEET NUMBER: 7. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. AND FBC ACCESSIBILITY SECTION 403 SCALE: 1"=20' C500 REVISIONS SLOPE POND SIDES 4:1 (TYP) 1, 4.46' DATE DESCRIPTION O ` BERM OVER PIPE - TOP OF GRATE NOTICE: NOTICE: EL 12.75 A+1 SEE ARCHITECTURAL/STRUCTURAL DRAWINGS FOR SPECIFIC BUILDING, ALL IMPROVEMENTS SHALL BE STAKED FOR CONSTRUCTION BY MEANS OF 09130124 FDOT COMMENTS 08128124 CAST IRON GRATE ELEMENTS SUCH AS BOLLARDS, GENERATOR TRANSFORMER, FENCING DIGITAL COORDINATES BY SURVEYOR UTILIZING GEODETIC TOTAL STATION. 12/09/24 CITY COMMENTS12109124 - O B TOP EL 12.75 ETC.THESE ITEMS ARE SHOWN HEREON FOR INFORMATIONAL PURPOSES SCALING OF DRAWINGS FOR PURPOSES OF STAKING OR THE UTILIZATION OF 04/14/25 CITY COMMENTS 02107125 AND ONLY AND SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. THE GLOBAL POSITIONING SYSTEM (GPS)ARE AT THE SURVEYOR'S OWN RISK. FDOT COMMENTS 02/07/25 J ---- ♦ t uuuuuu S 1'MIN 00 00 SKIMMER BLADE BOLT 20 10 0 20 10"PVC TO STRUCTURE(TYP) OUTFALL GRAPHIC SCALE s PIPE INV 11.15-- POND 3.1' A 1 10"PVC OUTFALL s 20' BOTTOM 1 + 1 PIPE INV 11.15 9 \ EL 9.50 STRUCTURE e BOTTOM ,$ SECTION A-A SECTION B-B EL 9.50 PLAN �•�• ��®® ��• W 2, �r OUTFALL STRUCTURE DETAILS ° 00��12 NOT TO SCALE °°°•. ��•o »".. 0 41 \.. �� iillaraa�aaaaaaaaaaaaaaaae i I 7 i ulpm»»»uuuum»»»»»»»»»»»»h1l',l Fl uIDl»»;�»»»;uuuiu»»»»»»»»ry/;'�G u� iiiiiiiiiiaiaiaiiiiiiiiiiiimmiiiiiiiiiiiiiiiiiaiaiaiiiiiiiiiiiiiiiiiii i,1�f R� _I u 2 � 9 •� �° a �7 34± LF 18" PIPE �� ••• � o Ili °�� "°° ...•• z \ SLOPE @ 0.00/. THIS ITEM HAS BEEN DIGITALLY STORM INLET(ST-1) \ y SIGNED AND SEALED BY TYPE"C" CI GRATE TOP EL= 14.30 ROGER W.STRCULA,PE ON THE DATE ADJACENT TO THE SEAL. 4' DIA ALT"A" TYPE"P" BOTTOM \�� PRINTED COPIES OF THIS DOCUMENT S INV EL=9.50(18") RTA-TEE OR APPROVED L ARE NOT CONSIDERED SIGNED AND �\ SEALED AND THE SIGNATURE MUST BE AND LBOW(TYPICAL) VERIFIED ON ANY ELECTRONIC COPIES. "+ I� (MAINTAI TINUOUS 18" PIPEiRUN FROM INLET TO T) � iLLJ + LF 18" PIPE \ O LOPE @ 0.00% Uj CL-J ®\ i (2) 160± LF 18" PERFORATED PIPE cn \` ey\ SLOPE @ 0.00% i c� iLO LO SNN i c rl ui 4± LF 18" PIPE 7i-7iE co 0.000 EXFILTRATION TRENCH ` m (SEE DETAIL C700) \ , \ \ 4± LF 18" PIPE - °D SLOPLLJ E @ 0.00% LO - �;" STORM INLET(ST-4) \ ` STORM INLET(ST-2) STORM INLET(ST-3) TYPE"C" CI GRATE TOP EL= 14.50 \ ` TYPE"C" CI GRATE TOP EL= 14.30 - i TYPE"9" CURB INLET 04 4' DIA ALT"A" TYPE"P" BOTTOM ROOF D NV= 10.57 !N \ 4' DIA ALT"A" TYPE"P" BOTTOM 1,-�\ TOP EL= 14.30 O SW INV EL= 10.64(18") 114± LF 10" PIPE \� , \ N INV EL=9.50(18") 4' DIA ALT"A" TYPE 00 OPE @ 0.50% \' \ S INV EL=9.50(18") "P" BOTTOMmr \ W INV EL= 10.00(10") mm N INV EL=9.50(24") 'o A S INV EL=9.50(24") LO •�' / a 1os - 106± LF 24" PIPE 15 ,s- �, Aosw _ 2 0 16 / ,� / 14± LF 24" PIPE THIS DRAWING IS THE PROPERTY SLOPE @ 0.00% \ i 8\ - � OF UPHAM,INC.ANY USE OR O \/ ♦ SLOPE @ 0.00% REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF \ CONNECT 3" ROOF DRAIN 24" CONCRETE MES %i 3� uPAAL RIGHTS c COPYRIGHT S Res RVED 25 ° INTO 10" HEADER ? (TYPICAL 4 PLACES) E _ 4.1 SLOP C, i 88± LF 18" PIPE �� ; ,��/�,�� - �,,,,,. „w.,,.,,...„ ,,,,"° - 2� INV 9 50 = SLOPE @ 0.32% \ � � ♦ / � �� 13 OUTFACE STRUCTURE(ST-7) 18" U-ENDWALL \ • �,,, STORM INLET(ST-6) TYPE"C" INLET AND GRATE " „ 4:1 SLOPE --/ TYPE"9" CURB INLET TOP EL= 14.90 ♦ TOP EL 12.75 0 CURB CUT 4' DIA ALT"A"TYPE"P" BOTTOM INV 9.50 _14_ SW INV 11.15(10") p NE INV EL=9.86(18") ' � BOTTOM EL 9.50 SE INV EL=9.86 (18") 114± LF 18" PIP ♦ ( EE DETAIL THIS SH ) � SLOPE @ 0.3 ° 1 ♦ S EET STORM INLET(ST TYPE"C" CI GRATE TOP EL= 14.20 „ 4' DIA ALT"A"TYPE"P" BOTTOM STORMWATER 186± LF 18" PIPE @ ,sue 'a POND 1 o . 00000M. 0000a. .. 100 Y 2 H 4.09 - _. BENCHMARK 12 • �� SLOPE 0.26/o NE INV EL- 10.35(18 ) 18�1 � ,asnA ,� H 2.89� H --------------- ,esrM �a'2 ♦ FD 5 8 IRON ROD SSWMA \ 10.26 NO ID Nz� BOTTOM„,, 9.50 34± LF 10" PVC , . „ „ EL- 12.84 (NAI/88) X X X X X SLOPE @0.44% SWM SWM SWM SWM SWM SWM SWM SWM SWM SWM SWM SWM 8WM" 8WM 8WM\ RAIN 24" CONCRETE MES � � mMmM""",�,,�"""""""""""�A"".�".a,mw"�".a„a �,�".8� awM M swM swM R 24" CONCRETE MESs„„� \ awM awM wM awM awM awM awM awM 24STM 24STM STM 4:1 SLOPE w w 8WM 8WM 8WM 8WM 24STM 3:1 SLOPE MAX INV= 10.50 24" CONCRETE MES MITERED END SECTION 0 awM awM INV=9.50 18sTm 4:1 SLOPE INV 11.00 Z FDOT STORM MANHOLE iINV= 10.50 TOP EL= 12.77 �� ch N INV= 8.80 �` �- � " J SINV= 8.86 .„�.....""M,.....",..... .�...�. ff� .�,,, � GENERAL DRAINAGE NOTES: D Z N W M 12± LF 24" RCP 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO DRAINAGE 7. THE CONTRACTOR SHALL FIRST VERIFY THE INVERT(S)OF THE EXISTING STUBOUTS, W SLOPE @ 0.00% 32± LF 24 RCP SYSTEM AND SHALL RESTORE ANY DAMAGED STRUCTURES OR PIPES. MANHOLE(S)AND/OR INLETS FOR CONNECTION PRIOR TO INSTALLING ANY PIPES TO < Q Q SLOPE @ 0.00% CONFIRM ELEVATION(S). IF ANY SUBSTANTIAL DIFFERENCES ARE DISCOVERED IN THE z 0 2. ALL ROUND STORM PIPE SHALL BE CONSTRUCTED OF REINFORCED CONCRETE CLASS EXISTING INVERT(S), THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND Z V 0 0 III WITH BUTYL MASTIC SEALANT, OR HDPE(SICE) PIPE WITH CERTIFIED WATERTIGHT COUNTY INSPECTOR. 0 J kew JOINTS BY THE MANUFACTURER WHERE SPECIFICALLY INDICATED ON THE DRAWING. �: LL RCP JOINTS SHALL BE WRAPPED WHERE APPLICABLE PER FDOT SPECIFICATIONS. 8. ALL ROOF DRAINS TO BUILDING SHALL END V OUTSIDE THE BUILDING LIMITS AS SHOWN W ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT THE END UNTIL 0 W -awM awM awM 3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MATERIAL AND STRUCTURES BUILDING CONTRACTOR MAKES CONNECTION TO ROOF DRAIN. o Q TO THE ENGINEER(UPHAM, INC.) FOR APPROVAL PRIOR TO THE PRECONSTRUCTION W F ?� 24STM 24STM MEETING.THE CONTRACTOR SHALL BE RESPONSIBLE AT ITS OWN RISK AND COST IF 9. AS AN OPTION TO FITTINGS, CONTRACTOR MAY INSTALL"INSERTA-TEE" FROM TRUCK O w W PRECAST STRUCTURES OR MATERIALS ARE ORDERED OR DELIVERED TO THE SITE PRIOR WELL DRAIN TO COLLECTOR PIPE. MANUFACTURER'S SPECIFICATIONS FOR MATERIAL a N 0 TO THE ENGINEER'S APPROVAL AND FOUND NOT TO BE ACCEPTABLE. AND INSTALLATION MUST BE STRICTLY FOLLOWED TO VALIDATE WARRANTY. 00 W SITE BENCHMARK 11 0 SET N&D S RIDGEWOOD A VE USA � 4. ALL DRAINAGE STRUCTURES SHALL BE PRECAST PER FDOT SPECIFICATIONS. 10. ALL PIPE FROM THE BUILDING ROOF DRAINS SHALL BE PVC SDR 26. PROJECT No: 231001 LB J612 DATE: APRIL 16,2024 EL=11.28'(NAVD88) 5. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY DESIGN BY: RWS TRAFFIC(H20) LOADING AND BE INSTALLED ACCORDINGLY PER FDOT STANDARD DRAWN BY: HMT STORMWATER INLET SPECIFICATIONS AND MANUFACTURER'S SPECIFICATIONS RESPECTIVELY. CHECKED BY: RWS N INV= 8.22 S INV= 8.22 6. ALL DRAINAGE STRUCTURES AND PIPES SHALL BE CLEANED OF SAND AT THE LAST SCALE: 1"=20' BENCHMARK INSET STAGE OF CONSTRUCTION PRIOR TO THE FINAL INSPECTION. SHEET NUMBER: SCALE: 1"=20' ---- C501 REVISIONS NOTICE: NOTICE: GENERAL UTILITY NOTES: DATE DESCRIPTION PROPOSED POLYETHYLENE PIPE POTABLE COORDINATE WITH FPL FOR ITS ` 09/30/24 FDOTCOMMENTS08/28/24 _ CONNECTION (REFERENCE CONTACT- SEE ARCHITECTURAL 1 STRUCTURAL DRAWINGS FOR SPECIFIC BUILDING, ALL IMPROVEMENTS SHALL BE STAKED FOR CONSTRUCTION BY MEANS OF 1. THE GENERAL CONTRACTOR WILL SCHEDULE A PRECONSTRUCTION WATER SERVICE(36" MINIMUM COVER)WATER 8" VCP SANITARY SEWER COURTNEY THOMAS AT 386.322.3423- ELEMENTS SUCH AS BOLLARDS, GENERATOR, TRANSFORMER, FENCING DIGITAL COORDINATES BY SURVEYOR UTILIZING GEODETIC TOTAL STATION. 12/09/24 CITY COMMENTS 12109124 SERVICE IS SHOWN DIAGRAMMATICALLY. � MEETING WITH THE CITY OF EDGEWATER UTILITY DEPARTMENT A MINIMUM ETC.THESE ITEMS ARE SHOWN HEREON FOR INFORMATIONAL PURPOSES SCALING OF DRAWINGS FOR PURPOSES OF STAKING OR THE UTILIZATION OF 04/14/25 CITY COMMENTS 02107125 AND CONTRACTOR SHALL LOCATE AS PRACTICAL EMAIL Courtney.Thomas2@fpl.com) ONLY AND SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. THE GLOBAL POSITIONING SYSTEM (GPS)ARE AT THE SURVEYOR'S OWN RISK. OF 2 WEEKS PRIOR TO THE GENERAL CONTRACTOR'S START OF IN FIELD AND COORDINATE WITH PLUMBING CONSTRUCTION AND PRIOR TO APPROVAL OF THE SHOP DRAWINGS AND FDOT COMMENTS 02107125 CONTRACTOR FOR FINAL BUILDING DELIVERY OF ANY UTILITY MATERIAL.THE GENERAL CONTRACTOR AND CONNECTION POINTS. UTILITY SUBCONTRACTOR IS REQUIRED TO ATTEND THIS MEETING. WOOD POWER POLE ID: 46687781008 20 10 0 20 2. ALL UTILITIES MATERIAL, TESTING AND CONSTRUCTION SHALL BE IN CONCRETE �� GRAPHIC SCALE STRICT COMPLIANCE WITH THE CITY OF EDGEWATER"STANDARD SANITARY li LE 0 1"=20' CONSTRUCTION SPECIFICATIONS FOR WATER AND WASTEWATER" LATEST TOP EL= 13.68 CORE DRILL EXISTING MANHOLE WITH KORE-N-SEAL REVISION; INCLUDING THE APPLICABLE FDEP REQUIREMENTS. NE INV= 6.08 INVERT 7.04 0 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THE UTILITIES J NOTE: ARE INSTALLED IN THE LOCATIONS INDICATED AND WITHIN ANY ��, � m`` �ffiffi° � �gi� Z s WET TAP EXISTING 6" FUSION WELDED PVC PROPOSED ELECTRIC AND CONTROL CONDUITS ARE SHOWN APPLICABLE EASEMENTS. ,�� o s O WATER MAIN WITH 6"x4"TAPPING SLEEVE DIAGRAMMATICALLY. CONTRACTOR SHALL LOCATE AS PRACTICAL IN 0 G4�� 4. ALL IMPROVEMENTS SHALL BE STAKED FOR CONSTRUCTION FROM %= AND 4" TAPPING VALVE AND BOX(PER CITY FIELD AND COORDINATE WITH EQUIPMENT MANUFACTURER FOR FINAL DIGITAL COORDINATES BY A SURVEYOR UTILIZING AS A MINIMUM A "9 v1°s Cep T C�� s OF EDGEWATER DETAIL W-3 SHEET C702) t} �e \ (CONTRACTOR TO CONFIRM SIZE OF CONDUIT SPECIFICATIONS BUILDING CONNECTION POINTS AND ROUTING (30" MINIMUM BELOW GEODETIC TOTAL STATION. SCALING OF DRAWINGS FOR PURPOSES OF �� j °D STAKING ARE SOLELY AT THE SURVEYOR'S RISK. �� EXISTING WATER MAIN) 4#30OKCMIL IN EACH OF(3)4" CONDUITS PAVEMENT). �`� J 20� 3#30OKCMIL PER PHASE. � �� gi�� o 2"WATER METER AND BOX(PER CITY OF PLUS(1)4" CONDUIT SPARE. 5. SEE ARCHITECTURAL DRAWINGS BY SGA DESIGN GROUP FOR �� Z D EDGEWATER DETAIL W-28 SHEET C703) CONTINUATION OF ELECTRICAL,WATER SERVICES AND SANITARY TOP ELa ALL SECONDARY CONDUITS SHALL BE THIS ITEM HAS BEEN DIGITALLY —— ————— � LATERAL INTO BUILDING. SIGNED AND SEALED BY 2 CONCRETE ENCASED. (WHERE ROGER W.STRCULA,PE 2" BACKFLOW PREVENTER(PER CITY OF CROSSING SCHEDULE ON THE DATE ADJACENT TO THE SEAL. EDGEWATER DETAIL W-11 SHEET C702) REQUIRED BY LOCAL AUTHORITIES.) 4w 4wM 4wM 4wM s 6. CONDUITS FOR ELECTRIC AND TELEPHONE SHALL HAVE A PULL CABLE PRINTED COPIES OF THIS DOCUMENT (PER ARCHITECTURAL DRAWINGS, CP-1 4" SANITARY SEWER ABOVE 10" STORM 2.1'± CLEAR CAPABLE OF 200 LB MIN WEIGHT FOR FRANCHISE UTILITIES TO UTILIZE. ARE NOT CONSIDERED SIGNED AND \� SHOWN FOR INFORMATION PURPOSES) SEALED AND THE SIGNATURE MUST BE r , CP-2 4" SANITARY SEWER ABOVE 10" STORM 1.8'± CLEAR VERIFIED ON ANY ELECTRONIC COPIES. 7. THE UTILITY SUBCONTRACTOR SHALL COORDINATE ALL UTILITY 150± LF SD 26 I �� ♦``♦� CONFLICT DETAIL INSTALLATIONS WITH THE CITY OF EDGEWATER UTILITY DEPARTMENT. 8 PVC SA ITARY I mo\ y Ucl @ 0.42% „ \ `_--_ ��' NOT TO SCALE 6' 8. THE UTILITY SUBCONTRACTOR SHALL COORDINATE WITH THE uj 196± LF 2 E TUBING I DEVELOPERS SITE CONTRACTOR FOR CONNECTION INTO THE UTILITY SERVICES IF NOT INSTALLED AT THE TIME OF ALDI'S CONSTRUCTION. m (36" MINIM M COVER) i 18" STORM PIPE 0 ui N SIC :": II MiL.11 .u :"'... .. "I. '.ICIIIIIIII'� I L.� II....II II...� + LF ELECTRICAL �, ` 336± LF 4" VC DR18 I 9. POTABLE WATER AND WASTEWATER UTILITIES SERVICE WILL BE OL 1�Ih°°IIII' 'III II II CON S) i PROVIDED BY THE CITY OF EDGEWATER.THE INTERIOR SITE POTABLE (36 MINIMUM COVER) � �\ i "x6"WYE WATER, SANITARY MAINS AND STORMWATER FACILITIES WILL BE OWNED LO AND MAINTAINED BY SPORTYS I WITH 3' RISER � �� ' SANITARY H-1 V=7.61 6" CLEA T PROPOSED ELECTRIC AND CONTROL TOP EL= 1 .38 I �-4NV 7.9711106 CONDUITS ARE SHOWN DIAGRAMMATICALLY. ui - EINV- 7.6 � � i 750 GAL`!N OIL AND CONTRACTOR SHALL LOCATE AS PRACTICAL 00 TRENCH BOTTOM EL=9.00 S INV 7.7 i WATER SEP OR IN FIELD AND COORDINATE WITH EQUIPMENT cl MANUFACTURER FOR FINAL BUILDING 8" SANITARY PIPE o' i 2,000 GALLON TANK#3 CONNECTION POINTS AND ROUTING. @ 0 42% 0 6 x6 WYE i (SECONDARY SETTLEMENT) uj 2 L96" PVC D 26 WITH 2.5`RISE' NNY'S DRAWINGS . LO S ITARY @ 2 0% INV= 8.64 2,000 GALLON TANK#2 FO UIfP�� ( LID P�CAN B A JUST BASED ;; \�� 6"x4"WYE 1' (PRIMARY SETTLEMENT) TANKS AND ASSOCIATED ��—77—7i 0 INS ERT AT R NCH NNEL) '�� PIPING INFORMATION -' 6° CLEAN out 1Nv= 11.84 ,; 1 CAR WASH WATER USAGE '� 04 1' MIN BEHI D CURB • O INV 8.45 2,000 GALLON TANK#1 (BACKWASH) 1 O�T �i� 80 GALLONS PER VEHICLE @ 25 GAL FRESH + 55 GAL RECYCLED a CIO %EAN1NV 11.50 \ � I s�z � 28± L " P 2.0% @ 300 VEHICLES PER DAY= 7,500 GPD AVERAGE CONTRIBUTION ai 6 SANITA Y FROM TRENC T N TO WWTP. REFER TO SONNY'S DRAWINGS AND SPECIFICATIONS. LID COORDIN E CONNECTION N E PqK s�z s z 104± LF 6" PVC IT @ OM SONNY'S RAWINGS O smz 0 4" CLEAN OUT INV 11.5U_ � O ' � THIS DRAWING IS THE PROPERTY �j� '�,�� 12 OF UPHAM,INC.ANY USE OR PROPOSE 1 O UTILITY + INV�2.48 1 REPRODUCTION IN WHOLE OR PART �q EASEMENT (SEE SEPARATE _ Is PROHIBITED WITHOUT THE Is WRITTEN CONSENT OF UPHAM INC.COPYRIGHT 2025 I � � ' ''�°° 24± LF 4" PVC SANITARY @ 2.0% � ALL RIGHTS RESERVED SKETCH AlD LEGAL BY „� �D UPHAM I N ) .� `'�� u��o,��u��J �� 4" CLEAN OUT LEGEND: �,.,;r 10 I �" II Ih°�� II(III°I ,;,; �; �� r �/ "� INV 12.90 is �e— ` / ��a � �.�" � EXISTING FIRE HYDRANT � �� / � 8� ,,, 4 L;Lt >� PROPOSED FIRE HYDRANT �f�l " ( Q LEAN �r ♦ qfi i.I � 2 BLUE PE TUBING ENDOPURE OR E UAL r, � r < i,r �� EXISTING WATER VALVE DOMESTIC WATER TO SERVE ALL POTABLE '' " ° WATER FIXTURES AND PROVIDE BACK-UP iNV4r'`'�"'�%��»>l,1,,,yr��r �l - � � ♦ ►® PROPOSED WATER VALVE "" ua. "" l ` I 11 /�///��n, �� "fi °y.. p w ,...rem ,�,,,,,, "„r, J 0 e. 0 � T 6 GLEAN ��.� .,,.,.., ", I � WATER FOR WASH EQUIPMENT � - " awM OUT r M, I I„ , EXISTING WATER MAIN wm wM ,� INV 9.46 I„_ �� . , ",." ... " """„ """„ �� PROPOSED COMPRESSED AIR PIPING r;. „w, a.. , "" " " PROPOSED 1 POWER LINE CONDUIT TO POS ISLAND " PROPOSED CONTROL LINE CONDUIT TO POS ISLAND „ I PROPOSED 1 GATE LINE CONDUIT TO POS ISLAND COORDINATE WITH AT&T TELEPHONE UTILITY I O "" PROPOSED 1" CAMERA LINE CONDUIT TO POS ISLAND PROVIDER FOR ITS I 2WS PROPOSED 2"WATER SERVICE(BUILDING) CONNECTION (REFERENCE CONTACT- I TOP EL 11.3# `� ` �� PROPOSED WATER SERVICE(EQUIPMENT) . o PROPOSED SANITARY(SIZE VARIES) MICHAEL MOORE AT WATER AND COMPRESSED AIR STATIONS / �` „ � o ,,, 386.281.6953-EMAIL (TYPICAL 2 PLACES) LOCATION AND INSTALLATION PROPOSED REUSE PIPING (SIZE VARIES) PER MANUFACTURER'S SPECIFICATIONS) Z mm0409@att.com) � ° a STM EXISTING STORM PIPE \ C' � 1;;,�2. ,,,,•,,,, Snm� PROPOSED STORM PIPE --------------- - _.w ..-.. r . FIRE HYDRANT 1, 1 °°�� o PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY MANHOLE 0 i PROPOSED SITE LIGHTS(SEE PHOTOMETRIC DRAWINGS) COZ SWM SWM 8WM 8WM 8WM aWM 8WM 8WM aWM 8WM 8WM 8WM M� 8WM ��.,o"". �i �� „8WM „" .SWM �. ,., e.,., M 8WM 8WM SWM 8WM � WM 8WM 8WM— Q W 24STM 24STM � f � r STM 24STM r" � - PAY STATIONS WITH 6" RAISED J `Z `CV 8" FP VC WATER MAIN � � ,�' CONCRETE MEDIAN �� (SEE ARCHITECTURAL AND Q 0 WET TAP EXISTING 8" FUSION WELDED PVC � AUTOSENTRY DRAWINGS FOR ADDITIONAL INFORMATION) 0 0 WATER MAIN WITH 8"x4"TAPPING SLEEVE °°"°�� ° " �- ww _ AND 4"TAPPING VALVE AND BOX(PER CITY �..... OF EDGEWATER DETAIL W-3 SHEET C702) � U) W � aLu � � Q W S. RID"OOD A (US= 1 0 c W % � a.w D LfEil 1`12 � cw THE LOCATION OF THE LIGHT POLES SHALL ONLY PROJECT No: 231001 BE INSTALLED PER THE DIGITAL COORDINATES DATE: APRIL 16,2024 TO AVOID CONFLICTS WITH UTILITIES(TYPICAL) DESIGN BY: RWS DRAWN BY: HMT T� CHECKED BY: RWS SCALE: 1"=20' _ ® SHEET NUMBER: 5' REVISIONS LANDSCAPE BUFFER LIGHT DUTY CONCRETE PAVEMENT LANDSCAPE HEAVY DUTY CONCRETE PAVEMENT LANDSCAPE EXFILTRATION NOTES. DATE DESCRIPTION 09130124 FDOT COMMENTS 08128124 1. PIPE SHALL BE DIAMETER AS NOTED,ALUMINUM OR HDPE PIPE, MEETING 5. TRENCH MATERIAL SHALL CONSIST OF#4 HARDROCK COARSE AGGREGATE 09/30/24 CITY COMMENTS 08/2 /4 EXISTING ALDI FOOD MARKET (STORE 1173) ASTM D33501 AASHTO M294 REQUIREMENTS. WITH A 2-213"x 112" PATTERN. MEETING F.D.O.T. SECTION 901 AND ASTM C-33 AND SHALL BE WASHED,AND SLOPE "B" CURB "B" CURB "B" CURB "B" CURB PROPOSED GRADE PERFORATIONS TO BE AT LEAST 5116" DIAMETER AND NOT FEWER THAN 30 FREE OF DELETERIOUS MATERIAL. 04/14/25 CITY COMMENTS 02107125 AND VARIES MAX SLOPE 1:8 PERFORATIONS/SQ. FT. (SHOP FABRICATED HOLES). FDOT COMMENTS 02/07/25 MATCH EXISTING GRADE 6. AFTER AGGREGATE HAS BEEN PLACED TO DESIRED ELEVATION,WASH 2. FILTER FABRIC SHALL CONSIST OF WOVEN OR NON-WOVEN FABRIC. DOWN WITH CLEAR WATER TO ALLOW FOR INITIAL SETTLEMENT. IF - - - - - - — - - - - - - - - - - - - - - IMPERMEABLE LINERS AND BIODEGRADABLE FABRICS ARE NOT PERMITTED. SETTLEMENT OCCURS ADD ADDITIONAL AGGREGATE TO REQUIRED EXISTING GRADE — — — — — — — — — — — — — — — — — — — — — �--— — — FABRIC SHALL CONFORM TO PHYSICAL REQUIREMENTS IN TABLE I, SECTION ELEVATION. - - - Z - - - -� - - — I 985 OF F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE — — — — z CONSTRUCTION LATEST EDITION. 7. BACKFILL ALONG EACH EDGE OF THE TRENCH SHALL BE COMPACTED WITH >- EXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE VIBRATORY ROLLERS. w i 0 (REMOVE) (REMOVE) (REMOVE) 3. SELECT BACKFILL SHALL CONSIST OF WELL-GRADED ROCK, OR ROCK AND o m a MATCH EXISTING GRADE COARSE SAND FILL. FILL NOT HAVING A HIGH PROPORTION OF SAND AND/OR 8. AGGREGATE SHALL BE COMPACTED IN TWO LIFTS, THE FIRST PRIOR TO ��®�� KK.. o � PROPOSED 4 FINES WILL NOT BE ACCEPTED. BACKFILL SHALL BE SHALL BE COMPACTED PLACING PIPE,AND THE SECOND AFTER THE TOP AGGREGATE IS PLACED �� oa� ffiffi°bo z a I BY MECHANICAL TAMPERS TO 98% MAX. DENSITY(AASHTO T-180). WITH MECHANICAL TAMPERS.I POTABLE WATER „� I CALCAREOUS MATERIAL IS PROHIBITED. »% a 9. 12 WEEP HOLE SHALL BE ELIMINATED IF CATCH BASIN IS BELOW NORMAL A 4. A NON-PERFORATED 4' (MIN.) SECTION IS TO BE USED TO CONNECT THE WATER TABLE OR UNLESS OTHERWISE SHOWN ON THE PLAN. °e SECTION C500 C700 PERFORATED PIPE TO A CATCH BASIN. 10. TRENCH TO BE CONSTRUCTED AND ADHERED TO OSHA'S TRENCH SAFETY ; SCALE: 1"=4' CODE. CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT ®*Z CONTAMINATION OF THE TRENCH BY FOREIGN MATERIAL. �� gi�� z LANDSCAPE CONCRETE SIDEWALK LIGHT DUTY CONCRETE PAVEMENT 30 LANDSCAPE BUFFER THIS ITEM HAS BEEN DIGITALLY SIGNED AD SEALED BY 6'-8" CMU WALL ROGER WNSTRCULA,PE (EARTHEN TONE PAINT COLOR BOTH SIDES) ON THE DATE ADJACENT TO THE SEAL. MATCH EXISTING I PRINTED COPIES OF THIS DOCUMENT GRADE @ 12:1 I ARE NOT DERED SIGNED AND SEALED AND THE HE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. io I "B" CURB 5'@ 2.0% I uJ ELn PROPOSED GRADE I c� cy - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - >_ :E Uj EXISTING GRADE L " 0 0- EXISTING CONCRETE (REMOVE) IY CL_J EXISTING CONCRETE w J PROPOSED 6" PROPOSED (REMOVE) EXISTING CONCRETE (REMOVE) I co cn SANITARY SEWER O EXFILTRATION F_ w Ln L° SYSTEM I 00 I I B SECTION C500 C70o SCALE: 1"=4' iK 0 UJ CL m uj Ln US HWY 1 RIW 10' LANDSCAPE BUFFER POINT OF SERVICE(POS) LANDSCAPE HEAVY DUTY CONCRETE PAVEMENT LANDSCAPE LIGHT DUTY CONCRETE PAVEMENT LANDSCAPE AREA I POS RAISED MEDIAN PROPOSED GRADEco cl MATCH EXISTING I B CURB "B" CURB "B" CURB "B" CURB "g" CURB MAX SLOPE 1:8 0 c 7A �e 4; 0 GRADE I MATCH EXISTING GRADE OF UPHAM,THIS DRAWING IS THE PROPERTY C.ANY USE OR REPRODUCTION rIN WHOLE OR ART EXISTING GRADE I 0 0 0 0 0 0 0 o} IS PROHIBITED WITHOUT THE J EXPRESSED WRITTEN CONSENT OF UPHAM INC.COPYRIGHT 2025 W Z I ALL RIGHTS RESERVED Z I MISC. UTILITY w o CONDUITS TO POS I O PROPOSED 18" I STORM PIPE C SECTION C500 C700 o SCALE: 1 -4 LANDSCAPE WIDTH VARIES HEAVY DUTY CONCRETE PAVEMENT LANDSCAPE WIDTH VARIES DRY STORMWATER POND No. 1 (BAHIA SOD BOTTOM) 5' LANDSCAPE BUFFER POND TOP POND No. 1 POND TOP MATCH: GRADE EL 14.5 100 YR124 HR EL 14.09 I "B" CURB 25 YR124 HR EL 12.89 EL 14.5 I "B" CURB 1 YR124 HR EL 10.26 I EXISTING GRADE - - - - - - - - - - - - — — — — — — — — — — — — — I I I 4 IJ BOTTOM EL 9.50 1 � I = z I ~ J H 4 IC o I I = r I ch D FINISHED GRADE Q T_ SECTION C500 C700 (SOD OR PVMT) FILTER FABRIC INLET PER PLAN Lu SCALE: 1"=4' 4 LF SECTION OF SELECT BACKFILL W M SELECT BACKFILL NON-PERF. PIPE US HWY 1 RIW Q Q 0 FDOT RIW ASPHALT PAVEMENT LIGHT DUTY CONCRETE PAVEMENT W ♦ ♦ 0 V 31 7'WALK \/\\ J MATCH EXISTING \ (� 0 GRADE o O QOO O . 8" MIN \�//\�� Oo... o0 000 U) � LL PROPOSED GRADE 2.2% OQ�o °� o %/j\�� O� �o >. W ° _ _ _ — _ — — _ _ _ _ _ _ — — — OUO�O Oo0 `'O o ALUM. R\\�/ 00 o O U� W - - - - - - - - - - _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - _ _ _ _ — — - - - - _ _ _ _ _ - - o 0 0 0 0 o SKIMMER � 0 H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x o 0 0 0 0 0 0 //�' x — — — — — — 3600 PERF. PIPE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — C,ODpo �o i��1 o o('0' G' I u � W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - I o 00 N jam/ �p oo� 1i N 0 o W EXISTING GRADE I �O O o N %\\% 0�80 0�00 00 0 EXISTING 24" \�\�\�\�\�\�\�\�\�\� \�\�\�\� /\\ V♦ V♦ W STORY PIPE ( (TO REMAIN) w I i /\\i i o�/ / \\�/ �' D / D �' PROJECT No: 231001 w / DATE: APRIL 16,2024 WIRE TIE FABRIC co I FILTER FABRIC \\��` ��/ 12" MIN. W w O TO NON-PERF. DESIGN BY: RWs J I PIPE SECTION DRAWN BY: HMT E 12"WEEP HOLE H=2.5',W=6.0', D=1.5' CHECKED BY: RWS SECTION C500 C700 LONGITUDINAL SECTION CROSS SECTION SCALE: 1"=20' SHEET NUMBER: SCALE: 1"=4' EXHURATION ENVELOPE DETAIL NOT TO SCALE C700 REVISIONS FDOT GENERAL NOTES. DATE DESCRIPTION 1. MAINTENANCE OF TRAFFIC SHALL BE SUPERVISED BY A CERTIFIED INTERMEDIATE INDIVIDUAL. 09/30/24 FDOT COMMENTS 08/28/24 12/09/24 CITY COMMENTS 12109124 2. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT A MINIMUM OF TWO BUSINESS DAYS PRIOR TO ANY LANE CLOSURES OR BEGINNING ANY CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY. 04/14/25 CITY COMMENTS 02107125 AND FDOT COMMENTS 02/07/25 3. ALL WORK PERFORMED WITHIN THE FDOT RIGHT—OF—WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FDOT DESIGN STANDARDS, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,AND THE UTILITY ACCOMMODATION MANUAL. 4. IF THE DEPARTMENT DETERMINES THAT AS—BUILT CONDITIONS VARY SIGNIFICANTLY FROM THE APPROVED PLANS, THE PERMITTEE SHALL PROVIDE AS—BUILT PLANS,ALONG WITH A RECORD DRAWINGS REPORT BY PERMITTEE'S PROFESSIONAL ENGINEER, FORM 850-040-19,WITHIN 30 DAYS. 5. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FDOT FACILITIES CAUSED BY CONSTRUCTION OF THE PROJECT. 6. TEST RESULTS OF ANY TESTS TAKEN FOR OR DURING CONSTRUCTION OF THE PERMITTED WORK SHALL BE PROVIDED TO THE FDOT UPON REQUEST. 0 ............... w 7. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT IN GOOD CONDITION, SO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS, DEFORMITY IN SHAPE, NOTICEABLE VOIDS, SURFACE IRREGULARITIES,AND OTHER � .".. DEFECTS. r A. ,��a 00 8. ALL CONCRETE SHALL BEAN APPROVED FDOT MIX DESIGN OF 3,000 PSI FOR SIDEWALKS AND 4,000 PSI FOR DRIVEWAYS. a ' Q.) 'lZ I1, rz 6 9. ALL MATERIALS INSTALLED WITHIN FDOT RIGHT—OF—WAY SHALL BE LIMITED TO THOSE ON THE FDOT'S QUALIFIED PRODUCTS LIST OR APPROVED PRODUCT LIST OF TRAFFIC CONTROL SIGNALS AND DEVICES. °' "' , 0 �s 10. ALL CONSTRUCTION WITHIN THE FDOT ROW SHALL CONFORM TO THE LATEST EDITION OF THE FDOT DESIGN STANDARDS [INDICES], THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,AND THE FDOT UTILITY ACCOMMODATION MANUAL �� °�� THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROGER W.STRCULA,PE ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT 6°wh;te ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE P VERIFIED ON ANY ELECTRONIC COPIES. NOTES: -r. . . . . . ...- 1.Cover or dead ate petlestrlan hall c signal dlsplay(s)controlling 100' \ closed c b, walk �... _ ® i _ �^ 2 Place ped t -LCOs reins,No,I II Ridth of I/, close/sni-alk, __ I_ i _ I Cxr sting 5-walk X X } X i X� 1 + U A d 9 For post Ioun(ad sign located re r o adjace I to a sidewalk, uj maintain- nimurl 7 clearance tram the bottom of the sign , Can el Co Chc sus face of the sidewalk. Advance Clos n^LCD NOTES:'., .r�.. .A ` END "® (See Notes-4 and 5) -- 7.L=Taper Length ,\..�Ad V� svEHIRlDEDING,Es \.,A IGHTIAN AAA.. �`,,.. •o o°o o°o �ROAD WORN,,, .. WORK ff „ ccoSFo } • o o o� � �OUB EN NOTATE 4 S le :ilk CI,erl _"rg (R)XX) nay be nr. ted pedeslr ran ICDs \, B 6uffcr Length AHEAD { vRESENr „"Aneao (�dr' • o o nr accorclar re with ti rnaufarn er s i,,s(r url ions. gr \ X Work Zone B r Distance a," \..rid G20..1 ---- ---- --- ---- ---- ---- ---- -- -- ---- ---- -- ---- --- - --- -- See Index 102-600 fc, 1.,"8, X",channehiing device spacing values, fifi Plot 73 06 Arr Goard Mode. (See Note 4) 0 W20-11" (See General W20-5 W4-2 Merge / 5 Omrt the Ad ante Closure LCU 'f t blocks access to other pedestrian `. - - r Natq 4) Median� it it (n r,1,frAnsrt tops esrd � 02 except temporary pedestrian way with a rna cross-slope OL -- a aces,ar hu,r rr's e,tranre_). r Z_Pravi t of 0. p whet e space r estr coons wai i ant a mr,ir t nt width of 4'. .................... ..... ........ ......... ........- ---''''-- -----''''-. i h44 9BR R9 77Aft Pr avid,a 5 x 5'passing spare for temporary p,desC-ion way.,less than ........ ......... ......... PEDESTRIAN DIVERSION - OPTION ] SYMBOLS: li SIDEWALKAHEAD CLOSED' 5'i,,w oil at hne als ,at to exreen 200 (Temporary Barrier Shown, Low Profile Barrier Similar) , ........... .. ......-.. ....... ....... ..... ... ......-.. ......-. ............ ....... ....... r - �► CDETOUR ®work Area ; CROSS HERE 4 reci ems is of Iedes 22-002 sUetectab e b ranps,neet Inc,h 7 Y l r / 4ur LO -. - yr} } M4-9P,L Ioc"',b ranps divertiltg pedestrian traffic into ragclosed lane squired t work e Zone S l 4.Tfre"5 ,._6"DJhit, . Off ct tore Pede tr ar l..or t dial Cla rnel zr nc Device (LCD) \ t Behind exist It I -r ter, R9-9 R9-17A( I eeclrnc Fines Do rbl,d Whe'i Wor'k er P e ,t s in-(INOT-73 06) b Mcre tfra 1 behind the curb, Lane llenhficati n a d Direclrcn e(Traffic \ (See Note 4) - --- .r and 'End Read Work sign,((i20 2),alonr with assce I,d work cone sir -- --- --- -- --- -- -- - - -- -- - - -- -- -- --- c. 15'or more from the traveled way. R9-10 ` SIDEWALK' eRot 66 HERE r W20-7F distances,may be omitted when the work operation will re in place for 24 _.... ...... SIDEWAI}(AHEACLOSED o, (5 UIJ ,Note 4) CLOSED �'`. �� l hours a les V 100' r _ -1 - I_IUIGwu IVw l!' p IVUI IVIIVI 1 0 �� Plans ri as appr ovcd by __ - __ __ _ - - - - 91DEWALKCLg8E9 WORK 5.Pedestrian Diversion Option 2 nay only be used when called for In the F USEOTD AHEA� neer: rrtu, nr�, I Exr tits n<I Srdewalk �� \' LY LY HER \ / an Engl MULTILANE ROADWAY SHOWN, TWO-LANE ROADWAY SIMILAR x x x B _ x _ - - LCD _ f20AD \ \ • 0 0 NOTES: SYMBOLS: .-. (5ce Notes 4u and 5) A� woRK �� sPEEowc HNEs �" '" V� `, END � 4 oo1,el.Eo `r ICHT LAN �, •o 0 0 0 o ROAD WORN MIEN NCRKERS 'L�CLOSFU OHOIULj 1.This Index applies to Two-Lane,Two Way and Multilane Roadv✓ays, ... _ SYMBOLS: AHEAD PRESENT ',AREAo I • o o G20-2 Work Arca Arr ow Board Mode: (See Net,4) including Medicine of divided roadways,with work beyond the shoulder, EU/1/1J MEET 73 O6 Lane ldenY li<a[ion and Direction of Tr af(ic g I \ - - Work A ei W20 7F (See 4) W20 5 W4 2 Merge gqqSIDEWALK CLOSED' 7 U e 1 de 102 602 he the o k i t aC o (, rlud 9 .-trbl.,l q NDETOUR ��► DETOUR IIII IIII�I�I 1 f rosy f I i-ion way i tern i t y the w )re) tl dt t r e work a— USE OTHER SIDE 1 M4 9BI / ■ Cllannel,xing Device(see Index 102-COOc Ln or PEDESTRIAN DIVERSION - OPTION 2 vhrcles<ratis the Off et for r: rn a y< e he l pc od_ I44 98L % R9 /0 , (See Note 4) � . Pedestrian L.on rtudtnal Channelining Device(I.CD) _J Palk� g (Work Zone Speed 45 mph or Less) °� , n Use Index 102-C60 wh,n Work Area encroaches r Sidewalk. D OUR �•. WORK DETOUR A ow Board Sign 5: 20AD ✓ ne Sr- M4-9BR X IA4--9BR �q ..AHEAD © Crash Cushion W20 IF I..—Identification and Direction of Traffic � � 00 0 PEDESTRIAN DETOUR - _......� �>. F-OHy Sidewalk � ^P9, ROAD jf and WORK AHEAD THIS DRAWING IS THE PROPERTY 20 IF OF UPHAM,INC.ANY USE OR PEDESTRIAN SPECIAL DETOUR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LAST 20 DEBCNIVTlON: FY 2025-26 INDEX SHEET LAST UESCRIVTION. FY 2025-26 INDEX SHEET w LAST o uEscRlvrroN: FY 2025-26 INDEX SHEET UPHAM INC.COPYRIGHT 2025 7RE 1/VISION '� � �� 1-,t� lh H1�71D MULTILANE�CIIL L�1 ILa ROADWAY,t�3L, RE LAST SIDEWALK CLOSURE REVISION F SIDEWALK CLOSURE ALL RIGHTS RESERVED STANDARD PLANS WORK BEYOND TfiE SIH[OULDE1R 102 601 1 of 1 11101120 � �� STANDARD PLANS 102 660 1 of 2 11101123 � �w� STANDARD PLANS 102_660 2 of 2 POTABLE WATER DESIGN AND CONSTRUCTION NOTES (CONTD.) TECHNICAL SPECIFICATIONS FOR MECHANICAL JOINT 32. ALL PROPOSED POTABLE WATER MAINS SHALL BE FLUSHED, DISINFECTED, PRESSURE TESTED AND DUCTILE IRON PIPE FITTINGS o BACTERIOLOGICALLY CLEARED FOR SERVICE WHEN APPROPRIATE IN ACCORDANCE WITH THE LATEST I IrISM AWWA STANDARDS AND THE FLORIDA DEPARTMENT OF ENVIROMENTAL PROTECTION REQUIREMENTS. ALL MECHANICAL JOINT DUCTILE IRON PIPE FITTINGS SHALL BE CAST IRON CAST IRON THE CONTRACTOR SHALL NOTIFY THE CITY'S DESIGNATED SITE INSPECTOR WHO SHALL COORDINATE IN ACCORDANCE WITH ACCEPTABLE STANDARDS AND COMPLY WITH THE 5/S X 3 LIFT SLOT FLIP LID FLIP LID WITH CITY PERSONNEL AT THE WATER TREATMENT PLANT AT LEAST 48 HOURS PRIOR TO BEGINNING FOLLOWING SPECIFICATIONS: SKID RESISTANT FLUSH OF THE MAINS PRIOR TO THE COMMENCEMENT OF PRESSURE TESTING. SURFACE 33. THE CONTRACTOR SHALL BE REQUIRED TO PIG ALL POTABLE MAINS IN EXCESS OF 8" IN DIAMETER 15 3/8" AND PRIMARY DISTRIBUTION MAINS LOCATED ON COLLECTOR AND ARTERIAL ROADWAYS. MATERIAL: LAUNCHING AND EXTRACTION POINTS SHALL BE DETERMINED BY THE CONTRACTOR. A.S.T.M. A536 MINIMUM GRADE 70-50-5 IN ACCORDANCE WITH A.W.W.A. C153 (A.N.S.I. A21.53) `_`:'`: h° _ 16 5 S" 14 9/1 6" 34. WITH RESPECT TO TIE—IN CONNECTIONS THE CITY RESERVES THE RIGHT TO REQUIRE / CONNECTIONS TO BE PERFORMED DURING PERIODS OF LOW FLOW (MIDNIGHT TO 6:00 A.M.) IN ORDER TO MINIMIZE SERVICE DISRUPTION TO EXISTING CUSTOMERS. PRESSURE. 35. ALL WORK PERFORMED UPON POTABLE WATER FACILITIES OWNED OR PROPOSED TO BE CLASS 350 IN ACCORDANCE WITH A.W.W.A. C153 (A.N.S.I. A21.53) 350 PSI WATER WORKING 10 1/ SKID RESISTANT "== OWNED BY THE CITY SHALL BE CONSTRUCTED BY AN UNDERGROUND UTILITY PRESSURE. 2 SURFACE 1/2 X 3 CONTRACTOR OR GENERAL CONTRACTOR LICENSED IN THE STATE OF FLORIDA AND LIFT SLOT REGISTERED WITH THE CITY. TESTING: 36. FOR CONSTRUCTION PURPOSES, THE PLANS SHALL DIMENSION THE PROPOSED LOCATIONS IN ACCORDANCE WITH A.W.W.A. C153 (ANSI A21.53). THREE TIMES WATER WORKING PRESSURE OF ALL WATER MAINS MEASURED FROM THE BACK OF CURB (OR EDGE OF PAVEMENT, IF NO CURB IS USED). (350 PSI). BODY CAPABLE OF WITHSTANDING HYDROSTATIC TEST OF 1050 PSI. 37. POTABLE WATER SYSTEM EXTENSIONS MAY NOT BE USED PRIOR TO FINAL TESTING, FLOW: CLEARANCE AND ACCEPTANCE BY THE CITY OF EDGEWATER. THIS INCLUDES CONSTRUCTION WATER REQUIRED FOR SEWER LINE CLEANING OR RELATED USES. I.D. EQUAL TO I.D. OF CLASS 50/51 DUCTILE IRON PIPE, THUS ALLOWING THE FULL FLOW V� 38. ALL H.D.P.E. PIPE UTILIZED FOR WATER, FORCE MAIN AND/OR RECLAIMED WATER MAIN FEATURE. 2 1/2" MOUSEHOLE J EXTENSIONS SHALL BE S.D.R. 11 UNLESS SPECIFICALLY NOTED OTHERWISE. THE HDPE PIPE SHALL BE SIZED TO MATCH THE EXTERNAL DIAMETER OF THE PVC OR DIP PIPE TO WHICH LAYING LENGTH: (3x-2 THIS END 1 OPPOSITE END) a = IT IS ATTACHED. 10 39° LANDSCAPE PLANS SHALL CLEARLY DEPICT THE DESIGN LOCATION OF PLANTINGS RELATIVE SHORT BODY (COMPACT) 15 5/8 16 3/4 14 3/4 TO THE LOCATION OF PUBLIC UTILITIES AND STORWATER INFRASTRUCTURE IN ORDER TO EVALUATE W ... POTENTIAL CONFLICTS. CEMENT LINING: 0 W 40° ALL VALVES 2" AND LARGER SHALL BE STANDARD 2" BOX VALVES (CORP STOPS ARE NOT => IN ACCORDANCE WITH A.W.W.A. C104 (A.N.S.I. A21.4 1 2 1 2" _ � ACCEPTABLE). ( ) Q W `CV 41. WHERE POTABLE WATER AND SANITARY SEWER MAINS CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL CLEARANCE OR WHERE THE SEWER MAIN IS ABOVE THE WATER MAIN, THE SEWER MAIN MECHANICAL Z > Q SHALL BE ENCASED WITH CONCRETE OR ENCLOSED IN A WATER TIGHT CARRIER PIPE, OR UPGRADED TO JOINTS: 20 1/2" Q 2® 0 DUCTILE IRON PIPE OR PRESSURE RATED PVC PIPE (MEETING THE AWWA C-900 OR C905 SPECIFICATION) 14 3/4 Q O FOR A MINIMUM LENGTH OF (20) FEET, CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL IN ACCORDANCE WITH A.N.S.I./A.W.W.A. C111/A21.11 22 1/2" SEPARATION OF (10) TEN FEET (EDGE TO EDGE) BETWEEN POTABLE WATER MAINS AND SEWER MAINS O SHALL BE MAINTAINED WHEN AT ALL POSSIBLE. WHEN THE 10—FOOT HORIZONTAL SEPARATION CANNOT " " BE MAINTAINED THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED GASKETS: 17 3/4" 23" 24 26 LL0 � ?� EARTH SHELF AT LEAST 18" ABOVE THE SEWAGE MAIN. ALTERNATIVELY, THE SEWER MAIN SHALL BE o >— Lu ENCASED WITH CONCRETE OR ENCLOSED IN A WATER TIGHT CARRIER PIPE, OR UPGRADED TO DUCTILE SBR IN ACCORDANCE WITH A.W.W.A. C111 A.N.S.I. A21.11 a W IRON PIPE OR PRESSURE RATED PVC PIPE (MEETING THE AWWA C-900 OR C-905 SPECIFICATION) AND ED PRESSURE TESTED. SINGLE SERVICE USETEE 0 BOLTSEAD WA00-1015-12TR-0080 2 1/2" MOUSEHOLE (3x-2 THIS END 1 OPPOSITE END) 0 0 u W COR—TEN IN ACCORDANCE WITH A.W.W.A. C111 (A.N.S.I. A21.11) (' bCq 5 DOUBLE SERVICE USE L 00 0 ACCEPTABLE MANUFACTURERS: wI WA00-1517-12TR2-0047 W TYLER, CLOW, GRIFFIN, U.S. PIPE, UNION FOUNDRY, AMERICAN CAST IRON 5 3 OR APPROVED EQUAL j PROJECT No: 231001 DATE: APRIL 16,2024 FILE NAME: 2 FILE NAME: FILE NAME: DESIGN BY: RWS q DRAWN BY: HMT STANDARD CONSTRUCTION DETAIL EW_W24.DWG STANDARD CONSTRUCTION DETAIL EW_W25.DWG STANDARD CONSTRUCTION DETAIL EW_W26.DWG CHECKED BY: RWS POTABLE WATER DESIGN AND TECHNICAL SPECIFICATIONS FOR ✓ VALVE BOX SCALE: 1"=20' E „-nr E CONSTRUCTION NOTES DETAIL REF` `"`'" MECHANICAL JOINT DETAIL REF: s� SINGLE AND DOUBLE SERVICE DETAIL REF: SHEET NUMBER: 201 1 T��06-30 W— 2 4 — � — DUCTILE IRON PIPE FITTINGS W— 2 201 1 06-30 26 — 2011 06 30 REVISIONS DATE DESCRIPTION 09/30/24 FDOT COMMENTS 08/28/24 12/09/24 CITY COMMENTS 12109124 04/14/25 CITY COMMENTS 02107125 AND FDOT COMMENTS 02/07/25 0 04 x Li Li (3 0 uj x 0-1 ® Li m In a- 39: oaf 0 -V) n z 4 Li 01-X 00 04 0 4.0' VARIES >Li :2 0 [if 0 m 0 M '! _j 0 m M 0) 0 0 m < m TYPICAL y 0 BREAK AWAY TYPE HYDRANT of Li of 0 z WITH PUMPER NOZZLE FACING 0 12" #57 ROCK Y_ Lo,0 U,_j Z STREET < SET TOP OF VALVE BOX INSTALLED TO REDUCE 18" DIA. BY 6" THICK TO FINISHED GRADE & FLUSH z USE MUELLER A-423, OR CLOW MEDALLION ROTATION OF FITTING. LLJ GONG. COLLAR OF CONCRETE COLLAR. 2% OR AMERICAN DARLING B84B-ALPHA #5 STEEL EACH WAY "WATER" (PAINTED BLUE) OR "RECLAIMED" 3: >- 4 1/2' m f cn (:�l 0 AWWA STD. C502 PUMPER 2 1//,)" ON 6" CENTERS. (PAINTED PURPLE) ON TOP. <I OUTLET HOSE WORD "WATER" ON COVER N BIB PVC PIPE WITH CAP % W C) CLOW,OZZL R CUT NOTCH IN CAP TO HOLD WIRE ADJUSTABLE CAST IRON co AT FINISHED GRADE MUELLER VALVE BOX COVER (ROUND PAINTED BLUE) ALL BOLTS AND ROUND LID 0 316 L S.S. EXISTING ----------- z . ...... < 04 ABOVE GRADE 0 Lj PIPE Li X M > uj'-� EDGE OF PAVEMENT 00 x (f)- 0 z < V) < w THIS ITEM HAS BEEN DIGITALLY ADJUSTABLE TRENCH ADAPTER z SIGNED AND SEALED BY m ASSEMBLY, 2" SQ. WRENCH NUT 0 ROGER W.STRCULA,PE AND UPPER GUIDE REQUIRED ON THE DATE ADJACENT TO THE SEAL. L.Li PRINTED COPIES OF THIS DOCUMENT ADJUSTABLE CAST CONCRETE COLLAR TAPPING SLEEVE 0 Lij m V) FOR MORE THAN 3 FT. DEPTH. MECH. TYPE of>_ z c) of U) ARE NOT CONSIDERED SIGNED AND IRON VALVE BOX REQ. IN UNPAVED z Z I- LLJ M C) > 0 < SEALED AND THE SIGNATURE MUST BE ]� O_ _j - [)f L� Z of AND LID AREAS (18" DIA. BY 5" THICK) LD LLJ 0 > 0 VERIFIED ON ANY ELECTRONIC COPIES. 0 0 m V) 0 1- 0,80 cl) z L� Li cf) - 0 0 0 Lij of>_ U) Lj 4000 PSI GONG. Li Li (0 z Li z cc z Fn m Li 0 6" PVC X Lj No. 12 TRACER WIRE 0 Lij Z E LO W of _j Of uj _3 Li C) N I SLEEVE COLOR CODED BLUE Lij I- Li _j 0 0 ti 0 Cl Li >_ - =) 0 RESTRAINED JOINT TAPPING VALVE C)I- _j 0) z c Z 3 Lj Li USE MEGA LUGS � r, Of INSTALLED WITH CD FOR TEE < Lj �_- =) �m M 0 z o- z Li cr of o- af af I= m VALVE BOX 0 of 0 Li =) 0 111 (n Lij uj ,_6" GATE TO PREVENT MOVEMENT 0 0 <-cn I- __j LJ (n V) 0 (n >_ _j 0 z (THRUST BLOCKING NOT V) 0 U_ < 0 = m Lj!� < V) V) VALVE = < < O m 0- 0 z 0 _j E2 Li E ;t 0- cQ 00 1 0 Z L - 0 �m < _j ALLOWED). < 0 0 0 of Lj LIJ < PRESSURE SIZE cn >j (n < > 0 MAIN VARIES I-I-orf z LL 0 cn CO :2 Ez CL_J Ul]�M 1 0-, (if 0- m a_ LLJ L� 0 -0 0- ul 0- LIJ or, -0- _j®® of af Of MECHANICAL m 0 of 0 1- 6 PIPE vj ()f 0 30 c) 0 ------JOINT 00 af- 0 Lu V)Of 0 L�V) 0 3: i- _j 0 MIN� v m LO 3r'E'u or""'ur �4 2 EZ PUMPER P ER OUTLET N OZZ L M UEL ER PAINTED BLUE) _3 LO Ln 00 MECHANICAL JOINT AT ALL VALVE LOCATIONS ®L�ui RESTRAINED JOINTS REQUIRED MECHANICAL 12" #57 ROCK :z cl ANCHORING TEE PZ 12" #57 ROCK CD JOINT V) LLJ (CLOW F-127) 0 C6 AND VALVE SHAPE TRENCH TO RESILIENT SEAT GATE VALVE MUELLER, CLOW, AFC, NOTES: E co PROVIDE FIRM OR APPROVED EQUAL. (AWWA C-515) 0 NOTES: 0 1. TAPPING SLEEVES SHALL BE ALL STAINLESS STEEL i.e. ROMAC INDUSTRIES, INC. MODEL SST. SUPPORT 0 1. HYDRANTS TO BE PAINTED RED. 4) U- 2. INSTALL REQUIRED RESTRAINED JOINTS. IN NO INSTANCE SHALL THRUST BLOCK BE PERMITTED. uj ui 2. HOSE BIBS TO BE AMERICAN STANDARD THREADS. (FIRE THREAD) NOTE: 0 C<) 3. RESTRAINED JOINTS REQUIRED. THRUST BLOCKS ARE NOT PERMITTED. 3. ALL TAPPING OF MAINS SHALL BE SUPERVISED BY THE CITY 48 HIRS ADVANCE NOTICE PROVIDED. LO 4. ADJUSTABLE TRENCH ADAPTOR ASSY. REQUIRED FOR ALL VALVES GREATER THAN 3' DEEP. 1. ROD OR BOLT TEE WHERE APPLICABLE. Lu Ln 5. INSTALL AT SIDE LOT LINES OR AT CORNERS OF ROADWAY INTERSECTIONS, (TYPICAL) 2. VALVE BOX EXTENSIONS SHALL BE ONE CONTINUOUS PIECE OF PIPE. 4. TAPPING ASSEMBLY TO BE TESTED AT 150 p.s.i. FOR 10 MINUTES PRIOR TO PERFORMING TAP. 6. BLUE REFLECTORS TO BE PLACED IN MIDDLE OF TRAVEL LANE ON SIDE OF ROAD THE HYDRANT IS ON. Q EDGE OF PAVEMENT 5---------------------- 1- 04 0 CD FILE NAME: 2 FILE NAME: FILE NAME: FILE NAME: 00 cl EW EW_W2.DWG EW_W3.DWG EW_W5.DWG STANDARD CONSTRUCTION DETAIL -W 1 .DWG STANDARD CONSTRUCTION DETAIL STANDARD CONSTRUCTION DETAIL STANDARD CONSTRUCTION DETAIL ............................. 4t FIRE HYDRANT ASSEMBLY POTABLE WATER AND/OR RECLAIMED WATER TAPPING VALVE AND SLEEVE WATER LATERAL SERVICE LO - DETAIL REF: DETAIL REF: DETAIL REF: DETAIL REF: 0 ca VALVE AND VALVE BOX 'ED TER 3/4" 2" SIZES D 'ED > (2" 16" VALVE SIZES) 2017-10-24 `�/® 1 2017-10-24 W- 2 2011 -06-30 w® 3 2017-10-24 W- 5 THIS DRAWING IS THE PROPERTY --------------------------------------- ----------------------------- - ---- ---------------I :� ......................................... ............................................................... OF UPHAM,INC.ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF UPHAM INC.COPYRIGHT 2025 ALL RIGHTS RESERVED POTABLE WATER DESIGN AND POTABLE WATER DESIGN AND DOUBLE CHECK OR REDUCED PRESSURE CONSTRUCTION NOTES CONSTRUCTION NOTES (CONTD. BACKFLOW PREVENTER 1. THE CITY'S PUBLIC UTILITIES DEPARTMENT (424-2460) SHALL BE GIVEN A MINIMUM OF 48 15. ALL FIRE HYDRANTS SHALL BE CONSTRUCTED TO MAKE THEM EASILY ACCESSIBLE TO FIRE SINGLE SERVICE: 3/4", 1 "p, 1 -1/2", 2pp HOURS ADVANCE NOTICE (NOT INCLUDING HOLIDAYS OR WEEKENDS) PRIOR TO BEGINNING PERSONNEL IN CASE OF A FIRE. THE PRIMARY HYDRANT PORT SHOULD ALWAYS FACE THE ANY POTABLE WATER SYSTEM CONSTRUCTION. STREET. 2. DEWATERING SHALL BE PROVIDED TO KEEP GROUNDWATER ELEVATION A MINIMUM OF 6 16. AS STANDARD PRACTICE, WATER MAINS SHALL BE INSTALLED 4 FEET OFF THE BACK OF INCHES BELOW WATER MAIN BEING LAID CURB OR AS APPROVED BY THE CITY. IG 3. ALL WATER MAINS SHALL BE LAID ON A FIRM FOUNDATION WITH ALL UNSUITABLE 17. ALL WATER MAINS SHALL BE NSF-APPROVED FOR POTABLE WATER USE, AND SHALL HAVE TEST COCK ON VALVE MATERIAL (MUCK, ROCK, COQUINA, ETC.) REMOVED AND REPLACED WITH CLEAN A MINIMUM COVER OF 36 INCHES. um I BALL VALVES (TYP.) GRANULAR MATERIAL. 18. ALL PROPOSED WATER MAINS SHALL BE FLUSHED, DISINFECTED AND BACTERIOLOGICALLY UNIONS (TYP.) UNIONS (TYP.) 4. TRENCHES SHALL BE BACKFILLED WITH MATERIAL ACCEPTABLE TO THE CITY WITH A CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND THE MINIMUM COMPACTION OF 98% IN PAVED AREAS AND 95% IN UNPAVED AREAS IN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS. SPLIT RING - 2 3 ACCORDANCE WITH AASHTO T-180. 19. WATER MAINS SHALL BE C-900 PVC OR C-905 CL 150 (COLOR"BLUE") OR D.I.P. PRESSURE RETAINER GLAND DIPS SIZE FUSExMJ 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT TRENCH COMPACTION CLASS 350 STANDARD CEMENT LINED UNLESS OTHERWISE APPROVED BY THE CITY. TESTS BE PROVIDED AT POINTS 1 FOOT ABOVE THE PIPE AND AT 1 FOOT VERTICAL 20. UPON CONSTRUCTION COMPLETION AND ACCEPTANCE OF THE SYSTEM, IT SHALL BE THE ADAPTER G INTERVALS TO FINISH GRADE, AT A MINIMUM SPACING OF EVERY 300 FEET. DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE THAT THE SYSTEM IS PROPERLY CERTIFIED 6. 3" METALLIZED PIPE LOCATION TAPE SHALL BE LOCATED BETWEEN 15" AND 24" BELOW FINISHED AND ACCEPTED BY THE DEPARTMENT OF HEALTH AND AS-BUILTS ARE PROVIDED TO GRADE OR AS SPECIFIED BY MANUFACTURER FOR ALL PVC LINES. MARKER TAPE SHALL BE USED THE CITY PRIOR TO ANY USE OF THIS SYSTEM . ON ALL DUCTILE IRON PIPE, AND 12 GUAGE TRACING WIRE AS WELL. 21. WATER DISTRIBUTION SYSTEM SHALL BE DESIGNED TO COMPLY WITH THE CITY'S FIRE FINAL GRADE 12" MIN. 7. ALL SINGLE RESIDENTIAL WATER SERVICES SHALL BE 3/4 , DOUBLE RESIDENTIAL SERVICES (WATER) FLOW CODE. SHALL BE 1". AND COMMERCIAL SERVICES 1-1/2" OR 2". POLYETHYLENE TUBING SHALL BE 22. IN AREAS WHERE RECLAIMED WATER IS NOT AVAILABLE THE CONTRACTOR SHALL BE N USED, IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS: REQUIRED TO (UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST) TRANSFER THE MAIN PVC POLYETHYLENE TUBING SHALL BE CTS 3408 HIGH DENSITY TUBING, BLUE IN COLOR, AND WATER FROM THE POTABLE WATER LINES TO THE RECLAIMED WATER LINES FOR RATED FOR A MINIMUM OF 200 P.S.I. WITH SDR OF 9 (CTS). THE TUBING SHALL HAVE UTILIZATION IN THEIR PRESSURE TEST. H.D.P.E. MAIN - - - IE El I IEI 11 6 A VIRGIN HIGH DENSITY POLYETHYLENE CENTER FOR WHICH THE MANUFACTURER SHALL 23. IN AREAS WHERE RECLAIMED WATER IS AVAILABLE, RECLAIMED WATER WILL BE UTILIZED SDR 11 FURNISH A CERTIFICATE OF PURITY. THE TUBING SHALL HAVE UV PROTECTION AND SHALL IN THE PRESSURE TESTING OF NEW RECLAIMED WATER LINES. NOT BE AFFECTED BY DIRECT SUNLIGHT. THE TUBING SHALL COMPLY WITH OR EXCEED 24� ALL POTABLE WATER MAINS SHALL USE A THRUST RESTRAINT JOINT METHOD IN THE APPLICABLE STANDARDS OF A.S.T.M. D1248, D3350, D2239, D2737, N.S.F. 14 AND METER SERVICE A.W.W.A. C901 AND SHALL COME WITH A LIFETIME WARRANTY. COMPLIANCE WITH THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA) GUIDELINES. IN THE EVENT THAT PVC FITTINGS ARE SPECIFIED, THE RESTRAINT SHALL BE MODIFIED IN ACCEPTABLE MANUFACTURERS: ENDOT ENDO PURE OR APPROVED EQUAL ACCORDANCE WITH THE RECOMMENDED ADDITIONAL RESTRAINT LENGTH REQUIRED FOR 8. ALL WATER SERVICE ENDINGS SHALL BE MARKED WITH A 2" X 4" LUMBER (PRESSURE PIPE WRAPPED WITH POLYETHYLENE. TREATED) EXTENDING 4 FEET ABOVE GRADE, WITH WATER SERVICES SECURED 12" MAXIMUM ABOVE 25. MEGALUGS, BOLTLESS RESTRAINED JOINTS, GRIPPER GASKETS, OR STAR GRIPS SHALL BE MATERIALS THE GROUND AND ANY "U" BRANCHES FOR DOUBLE SERVICES SHALL BE AT GROUND USED ON ALL RESTRAINED JOINT INSTALLATIONS. MINIMUM DEPTH OF BURY ON PIPES NOT MEETING RESTRAIN PER DIPRA STANDARDS LEVEL. ALL SERVICES SHALL BE LOCKED. REQUIRED COVER REQUIREMENTS SHALL FOLLOW THE MOST RECENT DIPRA THRUST Lu cn ITEM QUANT. DESCRIPTION RESTRAINT DESIGN GUIDELINES. M FOR POLYETHYLENE ENCASED PIPE 1� 1 2" BACKFLOW PREVENTER ASSEMBLY 9. WATER VALVES SHALL BE PLACED AT ALL STREET INTERSECTIONS AND AT MAXIMUM 26. GRIPPER RING GASKETS BY ROMAC AND OR STAR AU-GRIP MAY BE USED AS APPROPRIATE -I T_ AND 150 PSI DESIGN PRESSURE SPACINGS OF 750 FEET. FOR RESTRAINING PRESSURE PIPE TO FITTINGS, VALVES, ETC. LLI 2. 2 2" X NO . NIPPLES - BRASS 10. AT ALL WATER MAIN TEES AND CROSSES, VALVES SHALL BE INSTALLED ON ALL LEGS 27. WATER SYSTEMS SHALL BE PRESSURE TESTED AT 150 PSI STATIC PRESSURE FOR A PERIOD M 3. 2 2" X 90' ELBOWS - GALV. / HARD "K" COPPER EXCEPT ONE. Z C-4 OF 4 HOURS PER AWWA STANDARDS. c1l) Lu 4. 2 2" X VARIES RISER - GALV. / HARD "K" COPPER SCH 80 PVC BRASS 11. APPROVED WATER VALVE TYPES ARE THE FOLLOWING: 28. ALL WATER SERVICES SHALL BE MARKED WITH AN "/\" SAW CUT INTO THE CURB AND Uj LU > < 5. PEA GRAVEL A. RESILIENT SEAT GATE VALVES 24" DIAMETER AND SMALLER (AWWA C-509) METAL TABS SET INTO THE PAVEMENT. 0 C) < in B. BUTTERFLY VALVES GREATER THAN 24" (AWWA C-504) 29. ALL WATER VALVES SHALL BE MARKED WITH AN "X" SAW CUT INTO THE CURB AND =6 PLASTIC LINER METAL TABS SET INTO THE PAVEMENT. BLOW-OFFS SHALL BE MARKED SIMILARLY, C. TAPPING VALVES WITH MECHANICAL TAPPING SLEEVE. AS WELL. 0 0 0 12. ALL WATER VALVES SHALL BE ADJUSTED TO FINISHED GRADE WITH CONCRETE COLLARS AND THE CAPS PAINTED BLUE TO MAKE THEM PLAINLY VISIBLE. 30. WATER SERVICES SHALL BE NORMALLY DOUBLE 1" SERVICES LOCATED AT SIDE LOT LINES. uj LL. IN INSTANCES WHERE SERVICES NEED TO BE OFFSET, 3/4" SINGLE SERVICES SHALL BE 13. UPON FINAL ACCEPTANCE OF NEW WATER SYSTEMS, WATER VALVES SHALL BE COMPLETELY SPECIFIED. THESE SERVICES MAY BE OFFSET A MAXIMUM OF 2.0' FROM SIDE LOT LINES. LL Q >- Lu NOTES: = OPENED BY PUBLIC UTILITIES PERSONNEL. AT NO TIME SHALL CONTRACTOR OPERATE a Lu ANY EXISTING VALVES. 91 31. ALL TAPPING OF MAINS SHALL BE SUPERVISED BY THE CITY SCHEDULING OF THESE CONNECTIONS 0 4; SHALL REQUIRE A MINIMUM 48 HOUR NOTIFICATION (MEASURED ON NORMAL WORK DAYS) 1. INSTALLATION SHOWN ABOVE IS FOR A 2" SERVICE. CHANGE PIPING MATERIALS ACCORDINGLY 14. TYPICALLY, A MINIMUM OF ONE FIRE HYDRANT SHALL BE LOCATED AT EVERY DIRECTED TO THE CITY'S DESIGNATED SITE INSPECTOR. THE CONNECTION SHALL BE SCHEDULED z FOR SERVICE SIZE. INTERSECTION. OTHER FIRE HYDRANTS SHALL BE LOCATED SO AS TO PRODUCE A TO COMMENCE BETWEEN 8:00 A.M. AND NOON ON THE APPROPRIATE DAY. 2. CONTACT ADMINISTRATION OFFICE AT 424-2460 FOR LIST OF APPROVED DEVICES. MAXIMUM 375 FEET HOSE LAY ALONG THE STREET FOR ALL RESIDENTIAL BUILDINGS. >- < 0 (j) Q; F_ a. cl) U) 00 Lu FILE NAME: FILE NAME: FILE NAME: FILE NAME: EW W7.DWG 2 PROJECT No: 231001 EW_W1 1 .DWG EW-W23.DWG STANDARD CONSTRUCTION DETAIL STANDARD CONSTRUCTION DETAIL STANDARD CONSTRUCTION DETAIL STANDARD CONSTRUCTION DETAIL EW_W22.DWu DATE: A PRI L 16,2024 P.V.C. TO H.D.P.E. 2" BACKFLOW PREVENTER POTABLE WATER DESIGN AND POTABLE WATER DESIGN AND DETAIL REF: DETAIL REF: DETAIL REF: DETAIL REF: DESIGN BY: RWS RESTRAINED JOINT DETAIL -EDGEIYATER TER "ED TER CONSTRUCTION NOTES CONSTRUCTION NOTES DRAWN BY: HMT ® 7 ® 1 I W- 22 I ® 2 CHECKED BY: RWS 2017-10-24 4J 2017-10-24 E_ 2011 -06-30 2011 -06-30 :5............................. SCALE: ill 20' SHEET NUMBER: C702 REVISIONS DATE DESCRIPTION 09/30/24 FDOT COMMENTS 08/28/24 12/09/24 CITY COMMENTS 12109124 04/14/25 CITY COMMENTS 02107125 AND FDOT COMMENTS 02/07/25 SANITARY SEWER DESIGN AND CONSTRUCTION NOTES SANITARY SEWER DESIGN AND CONSTRUCTION NOTES: SANITARY SEWER DESIGN AND CONSTRUCTION NOTES SANITARY SEWER DESIGN AND CONSTRUCTION NOTES CONTD. CONTD. CONTD. 1. THE CITY'S ENVIRONMENTAL SERVICES DEPT. (424-2476) SHALL BE GIVEN A MINIMUM OF 48 HOURS ADVANCE NOTICE (NOT INCLUDING HOLIDAYS OR WEEKENDS) PRIOR TO BEGINNING 13. ALL TESTING REQUIRED BY THE CITY SHALL BE PAID FOR BY THE CONTRACTOR / DEVELOPER. ANY SANITARY SEWER CONSTRUCTION. 29. SANITARY SEWER MANHOLES WHICH HAVE SEWER FORCE MAINS DISCHARGING DIRECTLY INTO 39. ANY TIE INTO AN EXISTING MANHOLE WILL BE COORDINATED WITH THE CITY, AND ALL CONFINED 14. ALL LOCAL COLLECTION SANITARY SEWER MANHOLES SHALL BE PRECAST WITH A THEM SHALL BE FIBERGLASS OR POLY-ETHYLENE LINED. RETRO-FITTING OF MANHOLES WITH SPACE HAZARDS AND PROCEDURES WILL BE FOLLOWED. 2. ALL GRAVITY SANITARY SEWER MAIN LINES SHALL BE 8" DIAMETER MINIMUM. MINIMUM INSIDE DIAMETER OF 4 FEET. LINERS SHALL BE REQUIRED WHEN NEW CONNECTIONS SUCH AS THIS ARE MADE. FIBERGLASS COMMERCIAL SERVICE LATERALS WITH MULTIPLE CONNECTIONS SHALL BE GREEN 6" DIA. SHALL BE A MINIMUM 1/2" THICKNESS UNLESS APPROVED OTHERWISE BY THE CITY. OTHER OR LARGER. ALL SINGLE FAMILY RESIDENTIAL SERVICE LATERALS SHALL BE 4" - SINGLE 15. STANDARD MANHOLES SHALL BE LOCATED AT INTERVALS NOT EXCEEDING 400 FEET. TYPES OF LINING METHODS AND MATERIALS MAY BE CONSIDERED ON A CASE BY CASE BASIS. 40. ANY TIE INTO AN EXISTING SYSTEM WILL BE SWEPT IN THE DIRECTION OF FLOW. SERVICES. UNDER SPECIAL CIRCUMSTANCES WHERE HYDROGEN SULFIDE IS A MAJOR CONCERN MANHOLES 41. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL OSHA, DOT, OR ANY OTHER RULES 16. ALL SEWER FITTINGS TO BE "HARCO" OR CITY APPROVED EQUAL. UPSTREAM AND/OR DOWNSTREAM OF THE FORCE MAIN TIE-IN OR WET WELL MAY ALSO BE & REGULATIONS THAT MAY APPLY. w 3. ALL GRAVITY SANITARY SEWER LINES SHALL BE GREEN PVC SDR 26, ASTM D-3034. IN PLACES REQUIRED TO HAVE LININGS INSTALLED. WHERE A MINIMUM COVER OF 4.0' CANNOT BE MAINTAINED, AWWA C-900 OR C-905 GREEN PVC 17. MANHOLE RIMS SHALL MATCH FLUSH WITH THE FINISH GRADE ELEVATION IN PAVED 42. AS A GENERAL RULE, THE NUMBER OF JOINTS SHALL BE LIMITED WHENEVER POSSIBLE. IN �� DR-25, CLASS 100 OR CONCRETE ENCASEMENT SHALL BE USED. WATER LINES, RECLAIMED AREAS AND A MINIMUM OF 0.2 FEET AND MAXIMUM OF 0.5 FEET ABOVE GRADE 30. THE CITY RESERVES THE RIGHT TO REQUIRE THE DEVELOPER TO PERFORM VACUUM �� ` ,° �, gi+��Q SPECIAL CASES WHERE A POINT REPAIR TO AN 8"TO 12" PVC SEWER MAIN IS REQUIRED, LINES, AND STORM DRAINAGE CROSSINGS SHALL ALSO FOLLOW THE CONCRETE GENERALLY IN UNPAVED AREAS. TESTING OF ALL SANITARY MANHOLES, AIR TEST SEWER MAINS, THE PROPER RIGID WRAP AROUND SLEEVE SUCH AS A JCM-210 OVERSIZED DUCTILE IRON 00 ENCASEMENT REQUIREMENT PER THESE STANDARDS AND AS PER REGULATORY REQUIREMENTS. AND REQUIRES THAT ALL SANITARY SEWER MAIN LINES BE TELEVISED PRIOR TO FINAL COUPLING OR AN APPROVED EQUAL MAY BE ALLOWED BY SPECIAL APPROVAL BY THE G' 18. THE CONTRACTOR SHALL CONSTRUCT SANITARY SEWER MANHOLES IN SUCH A WAY THAT ACCEPTANCE. LATERALS SHALL BE TELEVISED UPON DEMAND BY THE CITY PRIOR TO %= ca 4. MINIMUM GRAVITY SANITARY SEWER SLOPES ARE AS FOLLOWS: SEWER LINES DO NOT INTERSECT SEALED JOINTS BETWEEN SECTIONS OF THE MANHOLE. FINAL ACCEPTANCE WHEN IT IS SUSPECTED THAT A PROBLEM EXISTS. CITY. „'e 'T 1," 8" PIPE 0.40% 19. RUBBER BOOTS AND STAINLESS STEEL BANDS SHALL BE UTILIZED IN THE CONNECTION OF 43. ALL IN-LINE SANITARY SEWER FORCE MAIN VALVES SHALL BE RESILIENT SEAT (AWWA t" , '" 31. ALL SEWER MAINS, PRIOR TO ACCEPTANCE BY THE CITY AND PRIOR TO ANY FINAL PAVING C-509) VALVES FEATURING A LINED DUCTILE IRON BODY. �E 10" PIPE 0.30% � � "'°4� THE SEWER MAIN TO THE MANHOLES (SEE STANDARD MANHOLE AND BOOT DETAIL). OPERATIONS, SHALL BE CLEANED FLUSHED AND TELEVISED USING A PAN AND TILT CAMERA BY �� `. 12 PIPE 0.22. �� e� A CITY APPROVED CONTRACTOR. THE VIDEO SHALL BE NON-STOP WITH AUDIO DESCRIBING WHAT 44. ALL TAPPING OF MAINS AND CORING OF MANHOLES SHALL BE COORDINATED WITH THE CITY BY �� 20. INDIVIDUAL SANITARY SERVICE CONNECTORS ON NEW CONSTRUCTION SHALL NOT BE IS BEING REVIEWED. WRITTEN VIDEO LOGS DESCRIBING THE CONDITION OF THE LINES SHALL 5. GRAVITY SANITARY SEWER LINES SHALL BE INSTALLED WHENEVER POSSIBLE UNDER CONNECTED DIRECTLY INTO MANHOLES, AND MUST CONNECT TO SEWER MAIN LINES BY AN APPROVED CONTRACTOR AND BILLED IN ACCORDANCE WITH THE ADOPTED FEE RESOLUTION. � PAVED AREAS WITHIN PUBLIC RIGHTS-OF-WAY. UTILITY EASEMENTS SHALL BE PROVIDED USE OF WYE CONNECTIONS, UNLESS OTHERWISE BE APPROVED BY THE CITY. ACCOMPANY THE TAPE SUBMISSION TO THE CITY PRIOR TO COMMENCING ANY INSTALLATION OF SCHEDULING OF THESE CONNECTIONS SHALL REQUIRE A MINIMUM 48 HOUR NOTIFICATION °� ... � "" °z WHENEVER PUBLICLY-OWNED SEWER LINES ARE CONSTRUCTED OUTSIDE OF A PUBLIC ASPHALT OR CONCRETE PAVEMENT. RE-TAPING MAY BE REQUIRED BY THE CITY IF ADDITIONAL (MEASURED ON NORMAL WORK DAYS) DIRECTED TO THE CITY'S DESIGNATED SITE INSPECTOR RIGHT-OF-WAY. 21. FOR SINGLE FAMILY HOMES, SINGLE OR DOUBLE FOUR INCH SEWER SERVICES LATERALS SHALL BE CLEARING OR CORRECTIVE ACTIONS ARE NECESSARY. WHO SHALL COORDINATE THE WORK DIRECTLY WITH THE ENVIRONMENTAL SERVICE DEPARTMENT. THIS ITEM HAS BEEN DIGITALLY CONSTRUCTED SINGLES AT EACH LOT OR UNIT AND LOCATED ON THE DOWNSTREAM SIDE OF THE SUBSEQUENTLY, THE CONNECTION SHALL BE SCHEDULED TO COMMENCE SIGNED AND SEALED BY 6. GRAVITY SANITARY SEWER LINE CONSTRUCTION SHALL BE ACCOMPLISHED BY THE USE OF LOT CENTER LINE. DOUBLES LOCATED ON THE LOT LINES THESE SERVICES SHALL BE EXTENDED 32. ALL MANHOLES WITH FORCE MAIN CONNECTIONS SHALL BE OUTFITTED WITH ECRU LINERS OR ON THE APPROPRIATE DAY AND TIME ESTABLISHED BY CITY. ROGER W.STRCULA,PE A LASER INSTRUMENT UNLESS ANOTHER METHOD IS PREVIOUSLY APPROVED BY THE CITY. OTHER TYPES OF LINERS APPROVED BY THE VITY. IN ADDITION, THE CITY MAY REQUIRE LINES ON THE DATE ADJACENT TO THE SEAL. 4 FEET ABOVE GROUND AT THE PROPERTY LINE WITH A PVC RISER AND PLUG BEING EASILY VISIBLE TO BE INSTALLED IN AREAS WHERE THE ENVIRONMENTAL SERVICES DEPARTMENT BELIEVES THE PRINTED COPIES OF THIS DOCUMENT 7. THE CONTRACTOR SHALL AT ALL TIMES, DURING PIPE LAYING OPERATIONS, DEWATER THE FROM THE ROAD. RUBBER SEAL FITTINGS SHALL BE USED ON ALL LINES. NO GLUED JOINTS ARE NEED IS JUSTIFIED. 45. WITH RESPECT TO TIE-IN CONNECTIONS AND CORING OPERATIONS, THE CITY RESERVES ARE NOT CONSIDERED SIGNED AND GROUND SUFFICIENTLY TO KEEP THE GROUNDWATER ELEVATION A MINIMUM OF 6" BELOW PERMITTED ON LATERALS, INCLUDING DOUBLES. THE RIGHT TO REQUIRE CONNECTIONS TO BE PERFORMED DURING PERIODS OF LOW FLOW SEALED AND THE SIGNATURE MUST BE (MIDNIGHT TO 6:00 A.M.) IN ORDER TO MINIMIZE SERVICE DISRUPTION TO EXISTING VERIFIED ON ANY ELECTRONIC COPIES. THE PIPE BEING LAID WITHIN THE AREA OF THE TRENCH. 22. FOR MULTI-FAMILY AND COMMERCIAL SITES, SIX INCH MINIMUM SEWER SERVICES AND CUSTOMERS. 8. ALL PIPES SHALL BE LAID ON A FIRM FOUNDATION. SOFT OR SPONGY BEDDING FOR PIPES IS CLEANOUTS SHALL BE PROVIDED AS APPROVED BY THE CITY. 33. ALL SEWER LINES WHICH ARE CONSTRUCTED OUTSIDE OF PUBLIC RIGHTS-OF-WAY WITHIN SIDE ° 46. ALL WORK PERFORMED UPON SANITARY SEWER FACILITIES OWNED OR PROPOSED TO BELO NOT ACCEPTABLE. ANY UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH YARDS, BACKYARDS, AND OTHER POORLY ACCESSIBLE AREAS SHALL BE CONSTRUCTED OF O Cl A DRY, COMPACTED, GRANULAR MATERIAL SATISFACTORY TO THE CITY. 23. SANITARY SEWER LIFT STATIONS AND FORCE MAINS, SIZE, MATERIAL, AND DESIGNS C-900 PVC. ABSOLUTELY NO USE OF PLASTIC STYRENE FITTINGS SHALL BE ALLOWED. OWNED BY THE CITY SHALL BE CONSTRUCTED BY A LICENSED UNDERGROUND UTILITY CONTRACTOR, c4 u SHALL BE APPROVED BY THE CITY. LIFT STATIONS SHALL BE CONSTRUCTED WITH A OR LICENSED GENERAL CONTRACTOR, WHO IS LICENSED IN THE STATE OF FLORIDA AND REGISTERED rl d 9. ON ALL EXCAVATION AND BACKFILLING THE CONTRACTOR SHALL PROVIDE ADEQUATE MINIMUM WET WELL INTERIOR DIAMETER OF 6 FEET. FORCE MAINS SHALL BE A 34. SEWER LATERAL LOCATIONS SHALL BE MARKED ALONG THE OUTSIDE OF THE CURB WITH WITH THE CITY. SHEETING AND BRACING IN ORDER TO PROVIDE FOR THE SAFETY OF WORKMEN, AS WELL MINIMUM 6 INCH DIAMETER. A SAW CUT "V", OR BY A METAL TAB SET INTO THE PAVEMENT. AS REPRESENTATIVES OF THE CITY, THE DESIGN ENGIINEER, AND THE DEVELOPER. 47. UPON CONSTRUCTION COMPLETION AND ACCEPTANCE OF THE SYSTEM, IT SHALL BE THE M 24. IT SHALL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO PREPARE AND SUBMIT 35. CONTEC A-2000 PVC PIPE SHALL NOT BE ALLOWED FOR USE. DESIGN ENGINEER'S RESPONSIBILITY TO ENSURE THAT THE SYSTEM IS PROPERLY O " 10. ALL TRENCHES SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND COMPACTED TO FLOTATION CALCULATIONS TO SIZE THE BASE OF THE WET WELL, AND ANY MANHOLES CERTIFIED AND ACCEPTED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL :E Uj AS DEEMED NECESSARY BY THE CITY THE SPECIFIED MINIMUM COMPACTION (95% IN UNPAVED AREAS AND 98% IN PAVED AREAS) . 36. EZ-WRAP PLASTIC, AS MANUFACTURED BY PRESS SEAL GASKET CORPORATION, SHALL BE PROTECTION AND AS-GUILTS ARE PROVIDED TO THE CITY PRIOR TO ANY USE OF THE OF THE OPTIMUM DENSITY OF THAT MATERIAL BASED ON THE AASHTO T-180 MODIFIED 25. SANITARY SEWER DROP MANHOLES SHALL ONLY BE USED UNDER SPECIAL USED ON THE OUTSIDE OF ALL MANHOLE AND WETWELL JOINTS. APPLY ONE LAYER OF 9" SYSTEM. cn PROCTOR TEST. WRAP CENTERED ON EACH JOINT. A CITY INSPECTOR SHALL PERSONALLY INSPECT ALL CONDITIONS AS APPROVED BY THE CITY. DROPS LESS THAN 2.0' SHALL NOT BE JOINT SEALS PRIOR TO BACKFILLING OPERATIONS. 48. FOR CONSTRUCTION PURPOSES, THE PLANS SHALL DIMENSION THE LOCATION, OF ALL ti 11. THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING LABORATORY AT HIS OWNLO ALLOWED. FORCE MAINS MEASURED FROM THE BACK OF CURB ( OR EDGE OF PAVEMENT, IF LO 49 1 EXPENSE TO INSURE THAT COMPACTION OF ALL FILL MATERIAL IS COMPLETED PROPERLY. 37. ALL PROPOSED SEWER FORCE MAINS SHALL BE FLUSHED PRESSURE TESTED AND NO CURBING EXISTS. ) 26. ALL SANITARY SEWER MANHOLE COVERS SHALL HAVE THE WORDS "EDGEWATER, CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND THE CD TESTS SHALL BE DONE ONE FOOT ABOVE THE PIPE AND THEN AT ONE FOOT VERTICAL FLORIDA SANITARY SEWER" CAST INTO THEM. 49. ALL HDPE PIPE INSTALLED FOR SEWAGE FORCE MAINS SHALL BE SDR 11 UNLESS INTERVALS UNTIL FINAL GRADE IS REACHED. TESTING SHALL BE COMPLETED AND TEST FLORIDA DEPARTMENT OF ENVIROMENTAL PROTECTION REQUIREMENTS. THE CONTRACTOR t� DOCUMENTS SUBMITTED TO THE CITY AT A MINIMUM FREQUENCY OF ONE SET OF TESTS SHALL NOTIFY THE CITY'S DESIGNATED SITE INSPECTOR WHO SHALL COORDINATE WITH SPECIFICALLY NOTED OTHERWISE. THE HDPE PIPE SHALL BE SIZED TO MATCH THE EXTERNAL 27. ALL SANITARY SEWER FORCE MAINS, SHALL BE PVC AWWA C-900 DIAMETER OF THE PVC OR DIP TO WHICH IT IS ATTACHED. O BETWEEN EACH MANHOLE AND ONE ADDITIONAL SET OF TESTS AT EVERY MANHOLE. OR C-905 (COLOR "GREEN") (PRESSURE :E FITTINGS, PRESSURE CLASS 150 OR CITY PERSONNEL AT THE ENVIRONMENTAL SERVICES DEPARTMENT (ASE co=) % C, IDENTIFICATION OF TEST LOCATIONS SHALL BE CLEARLY INDICATED ON TEST REPORTS. 250 EPDXY LINED DIP. THE FORCE MAIN MINIMUM DEPTH OF COVER SHALL BE 36". APPROPRIATE) AT LEAST 24 HOURS PRIOR TO BEGINNING A FULL-DIAMETER FLUSH OF 50. LANDSCAPE PLANS SHALL CLEARLY DEPICT THE DESIGN LOCATION OF PLANTINGS RELATIVE TEST RESULTS SHALL BE FORWARDED PROMPTLY TO THE CITY'S DESIGNATED SITE THE MAINS PRIOR TO THE COMMENCEMENT OF PRESSURE TESTING (SUBJECT TO TO THE LOCATION OF PUBLIC UTILITIES AND STORMWATER INFRASTRUCTURE IN ORDER TO INSPECTOR. AVAILABILITY). EVALUATE POTENTIAL CONFLICTS. 12. THE CONTRACTOR SHALL INSTALL A METALLIZED FOIL LOCATOR TAPE, OR SIMILAR DEVICE AS MAY 28• ALL SANITARY SEWER FORCE MAINS SHALL USE A THRUST RESTRAINT JOINT METHOD IN 51. ALL UTILITY INSTALLATIONS ARE SUBJECT TO REVIEW AND APPEAL BY THE CITY OF EDGEWATER. COMPLIANCE WITH THE DUCTILE IRON PIPE RESEARCH ASSOCIATION GUIDELINES 38. THE CITY MAY REQUIRE THE CONTRACTOR TO PIG FORCE MAINS IN EXCESS OF 6 IN BE APPROVED BY THE CITY FOR THE FULL LENGTH OF ALL PVC SEWAGE FORCE MAINS. THIS PIPE MODIFIED TO ACCOMMODATE PVC PIPE BY FOLLOWING THE RECOMMENDED INCREASE IN ALL STRUCTURES AND EQUIPMENT SUPPLIED AND OR INSTALLED SHALL MEET QUALITY ANDICL m 0 DIAMETER AND PRIMARY TRANSMISSION MAINS LOCATED ON COLLECTOR AND ARTERIAL LOCATOR AID SHALL BE INSTALLED BETWEEN 15" AND 24" BELOW FINISHED GRADE OR AS DIRECTED PERFORMANCE STANDARDS PRIOR TO ACCEPTANCE. SUBSTANDARD INSTALLATIONS MAY BE REJECTED, 0 ROADWAYS. LAUNCHING AND EXTRACTION POINTS SHALL BE DETERMINED BY THELO RESTRAINT LENGTH CORRESPONDING TO THE INSTALLATION OF POLYETHYLENE WRAP. IN REMEMBER MEASURES ARE SUBJECT TO CITY APPROVAL. BY THE MANUFACTURER. TAPE SHALL BE COLOR CODED GREEN FOR SANITARY SEWER AND FORCE NO INSTANCE SHALL THRUST BLOCKS BE PERMITTED. CONTRACTOR. MAIN. INSTALL 12 GUAGE TRACING WIRE IN TRENCH. FILE NAME: FILE NAME: FILE NAME: FILE NAME: STANDARD CONSTRUCTION DETAIL EW_S23.DWG EW_S24.DWG EW_S25.DWG EW_S26.DWG STANDARD CONSTRUCTION DETAIL STANDARD CONSTRUCTION DETAIL STANDARD CONSTRUCTION DETAIL SANITARY SEWER DESIGN AND '�Y "� SANITARY SEWER DESIGN AND SANITARY SEWER DESIGN AND SANITARY SEWER DESIGN AND a� C G W q CONSTRUCTION NOTES 5. u.Bursa � � E DETAIL REF: � ,n, ".P n � DETAIL REF: dn. DETAIL REF: CONSTRUCTION NOTES CONSTRUCTION NOTES DETAIL REF' CONSTRUCTION NOTES�� qwr.,Iln$B 2023-01 -25 S - 2 3 2023-01 -25 S - 2 4 2023-01 -25 S - 2 5 2023-01-25 S - 2 6 OM 7A C4 > -j THIS DRAWING IS THE PROPERTY OF UPHAM,INC.ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF UPHAM INC.COPYRIGHT 2025 ALL RIGHTS RESERVED C.I. FRAME AND COVER TO C.I. FRAME TOP OF BASE MEET MUNICIPAL STANDARDS AND COVER _ 12" PAVE ENT 12" RING OF CONCRETE TO BE PAVEMENT CONCRETE' PLACED AROUND MANHOLE FRAME PRIOR TO PAVING OF ROADWAY RING I I FROM TOP OF CONC TO P.V.C. I I BASE FINISH GRADE. BRASS PLUG REQ'D INDRIVEWAYS AND PAVEMENT BASE ��'.:` •.. . ADJUST TO FINISHED GRADE W/ STREET CENTERLINE OF 6' 6" FINISHED GRADE 18" DIA. x 6" THICK MIN 4" SEWER BRICK AND MORTAR. o ( CONC MAX. 12") SET TOP OF VALVE BOX am . COLLAR TOP OF PAVEMENT _ WITH 5/8" STEEL TO FINISHED GRADE & FLUSH 6" CENTERS OF CONCRETE COLLAR. WALL REINFORCEMENT I TYPICAL SURFACE :' 6" RING OF CONCRETE BOTH WAYS "SEWER" ON TOP a PER ASTM C-478 " (PAINTED GREEN) 4000 PSI ® 28 DAY oI ADJUSTABLE CAST IRON VALVE BOX COVER CONCRETE, TYPE II CEMENT N COMPACTED BACKFILL I AND ROUND LID MAX. DEFLECTION AS PER EW-1 OR COAL MANUFACTURER'S RECOMMENDATIONS TAR EPDXY I FOR COVER OVER EXIST. COATING INTERIOR INSTALL EZ-WRAP PLASTIC OR PIPE EXCEEDING 3'-0" EQUAL AT ALL JOINTS #5 REBAR W ADJUSTABLE TRENCH ADAPTER X / CAP CLEANOUT DIAMETER SIZE PVC BEND I AND EXTERIOR -�. MIN 18" EMBEDDED TO MATCH SEWER LATERAL SIZE ASSEMBLY, 2" SQ. WRENCH NUT � MIN 12 MIL THICK (TOTAL) (MINIMUM 9" WIDTH) SHORT RADIUS MIN 3 COATS COLORED 4'-0" MINIMUM 114SIDE DIAMETER =2:3 AND UPPER GUIDE REQUIRED AS FOLLOWS: FOR MORE THAN 3 FT. DEPTH. _ B MIN. WALL THICKNESS SANITARY TEE FITTING w 1-BLACK, 2-RED, 3-GREY z � I \- PVC PIPE MATERIAL 0 MANHOLE MIN. SLOPE 1/4" PER FOOT PIPE SIZE VARIES 8" PVC SLEEVE' RUBBER BOOT CONNECTION BRIC AND (SEE DETAIL S-8) IRON WITH CAST ON VALVE BOX MORTAR INVERT ONLY) SAND CUSHION- w ^ 3" MIN. � PRESSURE Lu EXIST. PIPE MAIN J . ~ � W MIN 1' MINIMUM OF 1' -#57 AGGREGATE SHALL BE USED UNDER WET CONDITIONS RESTRAINED JOINTS REQUIRED cv W FOR BEDDING OF STRUCTURE ,ALTERNATE GRADIENT FOR HOUSE SERVICE AT ALL VALVE LOCATIONS TYPICAL BASE REINFORCEMENT AS DIRECTED BY CITY SEWERS AT CONFLICTS WITH EXISTING STORM SHALL BE N0.4 BARS C� 12" O.C. cl Q Q FOR DEPTHS UNDER 6 FT., N0.4 SEWERS & OTHER EXISTING CONDUITS PIPE SIZE VARIES in W BARS ® 9" O.C. FOR GREATER DEPTHS. 8" MINIMUM BASE THICKNESS RESILIENT PLUG VALVE 12" OF #57 ROCK Q Q O H (AWWA C-509) FOR ALL c NOTES: PIPE SIZES THRU 12" 1. ON TRANSITIONS BETWEEN LARGER DIAMETER AND SMALLER APPROVED PIPE MATERIALS-PVC (SDR 26) DIAMETER. W SEWER COLLECTORS, OUTVERTS OF SEWERS SHALL BE MATCHED. u Q >- W O 2. NON-PENETRATING PICK-HOLES IN ALL CONCRETE SECTIONS. Q a o 3. USE FARBERTITE BITUMASTIC SEALER BETWEEN SECTIONS OF MANHOLES. O W 2 4. 0.1' - DROP ACROSS MANHOLE TYP. NOTE: Z LL. 5. ALL MANHOLE TROUGHS AND BENCHES ARE TO BE EPDXY PAINTED BEFORE FINAL INSPECTION. 1. ROD OR BOLT TO TEE WHERE APPLICABLE. > Q O 0 6. LAST MANHOLE UPSTREAM OF A LIFT STATION MUST BE LINED W/ SPECTRA SHIELD OR EQUAL. a N H FILE NAME: FILE NAME: FILE NAME: FILE NAME: V U STANDARD CONSTRUCTION DETAIL EW_S1.DWG STANDARD CONSTRUCTION DETAIL EW_S9.DWG STANDARD CONSTRUCTION DETAIL EW_S12.DWG STANDARD CONSTRUCTION DETAIL EW_S27.DWG PROJECT No: 231001 W 9�'`' `W " " DETAIL REF: �� ' STANDARD MANHOLE DETAIL y SEWER LINE UTILITY CROSSING DETAIL CLEANOUT DETAIL SANITARY SEWER FORCE MAIN VALVE & VALVE BOX DATE: APRIL16,2024 p�+n� �*, DETAIL REF: DETAIL REF: ," DETAIL REF: , �'� � •°J �FB,rvr " DESIGN BY: RWS DRAWN BY: HMT 2023-01-25 S- 1 2023-01 -25 - 2023-01 -25 S - 12 2023-01 -25 - 2 CHECKED BY: RWS SCALE: 1"=20' SHEET NUMBER: REVISIONS O NOTICE: NOTES: PLANT SCHEDULE DATE DESCRIPTION CODE N0. SPECIFIC NAME COMMON NAME SIZE REQUIREMENTS NATIVE 09130124 FDOT COMMENTS 08128124 vc%%�,Z, LANDSCAPE CONTRACTOR SHALL 1. PRIOR TO COMMENCING ANY IRRIGATION OR 3. TREES SHALL NOT BE PLANTED ANY CLOSER THAN -CANOPY TREEs- 12109124 CITY COMMENTS 12109124 TAKE PROTECTIVE MEASURES DURING 10 TO ANY UTILITY MAIN UNLESS A ROOT BARRIER 04/14/25 CITY COMMENTS 02107125 AND � LANDSCAPE WORK THE CONTRACTOR SHALL MGB 25 MAGNOLIA GRANDIFLORA D.D.BLANCHARD 6'-12'HGT,FULL,2112"CAL YES(DT) �Q INSTALLATION OF PLANTINGS TO SCHEDULE A MEETING WITH THE LANDSCAPE IS INSTALLED. IN NO CASE SHALL ROOT BARRIER QV 10 QUERCUS VIRGINIANA LIVE OAK 10'-12'HGT,FULL,21/2"CAL YES(DT) FDOT COMMENTS 02/07/25 PREVENT RUNOFF CONTAINING SAND ARCHITECT AND INSPECTOR. THIS MEETING IS TO BE PLACED CLOSER THAN 5'TO ANY UTILITY. TD 17 TAXODIUM DISTICHUM BALD CYPRESS 10'-12'HGT,2112"CAL @6" YES(NDT) O FROM ENTERING STORM INLETS HELP AVOID ANY MISINTERPRETATION OF THE SP 7 SABLE PALMETTO SABLE PALM 10'-16'CT YES(DT) 20 10 0 20 INTENT OF THE DRAWINGS. 4. ALL PAVEMENT SURFACES AND GUTTERS SHALL SUBTOTAL 59 9 6 N GRAPHIC SCALE BE SWEPT CLEAN AND DEBRIS REMOVED AFTER EXISTING TREES INSTALLATION OF PLANTINGS, SOD AND MULCH UNDERSTORYTREES- 7 TO REMAIN 1"=20' 2. THE LANDSCAPE CONTRACTOR SHALL REVIEW THE LI 25 LAGERSTROEMIAINDICA CRAPE MYRTLE 10'CT, STD NO(DT) 9 e COMPLETE SET OF DRAWINGS PRIOR TO SUBTOTAL 25 ,e NOTE: INSTALLATION OF TREES TO AVOID CONFLICT WITH scREENwcsHRues- �� W -� 9 I� CONTRACTOR TO SOD ALL DISTURBED AREAS WITHIN UTILITIES AND SITE LIGHT POLES AND SHALL BE eTG n BAMBUSATEXTILISGRACLIS GRACEFUL 15GAL,T-8'HGT,FULL5'OC NO �� ®��gi o `. 20� ,too ,��" a z �� ' THE RIGHT-OF-WAY WITH BAHIA. SOLELY RESPONSIBLE TO RELOCATE ANY TREES »" '° MCR 255 PENNISETUM SETACEUM RED FOUNTAIN GRASS 3 GAL,24"HGT,3'OC NO(DT) ,22 THAT ARE IN CONFLICT. VS 52 VIBURNUM SUSPENSUM SANDANKWA VIBURNUM 3 GAL,24"HGT,FULL,3'OC NO(DT) ® � to � � VS1 110 VIBURNUM SUSPENSUM SANDANKWA VIBURNUM 7 GAL,40"HGT,FULL NO(DT) � w a 2 SUBTOTAL 494 E4&1-1 `� 1 SHRUBS GROUND �� a �� - - �- ---- �� MGB EXISTING TREE NOTE WARNINGS: �� ®�` r , r �� AA 45 AGAPATHUS AFRICANUS LILY OF THE NILE 1 GAL,12"HGT,FULL NO(NDT)LR PRUNE AND CLEAR DEAD OR DISEASED 1 GAL 12"SPR FULL YES D MCR EG 73 EVOLVULUS GLOMERATUS BLUE DAZE (DT) �� y 0 ? BRANCHES 1 LIMBS 1 VINES FROM EXISTING 1. THE LANDSCAPE AND IRRIGATION CONTRACTOR(S) THIS ITEM HAS BEEN DIGITALLY JP 13 JUNIPERUS CHINENSIS PARSON JUNIPER 1 GAL,12"SPR,FULL NO(DT) SIGNED AND SEALED BY 1 I 20 TREES TO REMAIN. PALMS SHALL HAVE THEIR SHALL REFER TO SITE GRADING PLANS WITH RICHARD L.POORE,RLA c � 6 LEG 162 LIRIOPE MUSIC EVERGREEN GIANT 1 GAL,12"HGT,5-7 PIPS,18"OC NO(DT) ON THE DATE ADJACENT TO THE SEAL. QV �� BOOTS AND DEAD FRONDS AND SEED HEADS CONTOURS AND ELEVATIONS PRIOR TO BID „u PRINTED COPIES OF THIS DOCUMENT 2> REMOVED PRIOR TO FINAL INSPECTION. SUBMITTAL. RI 81 RAPHIOLEPIS INDICA INDIAN HAWTHORN 3 GAL,16"HGT,FULL,3'OC NO(DT) ARE NOT CONSIDERED SIGNED AND "Illlllllll 6' ARBORIST SHALL DETERMINE EXTENT OF ALL SUBTOTAL 374 SEALED AND THE SIGNATURE MUST BE � EXISTING HICKORY TREE VERIFIED ON ANY ELECTRONIC COPIES. -v 30. PRUNING (TYPICAL ALL EXISTING TREES)4q J TO REMAIN (SPECIMEN) 2. DO NOT START THE LANDSCAPE PLANTING UNTIL THE NQ NOTE: (DT)= DROUGHT TOLERANT S�gpF i 1 IRRIGATION SYSTEM HAS BEEN INSTALLED, (NDT)= NOT DROUGHT TOLERANT QV �i�pFF UJ MGB PRESSURE CHECKED, CLEARED FOR USE AND IS rS CAPABLE OF PROVIDING WATER TO ALL NEW PLANT EXISTING TREE LEGEND QV I ��\\ MATERIAL. SIZE DENOTED IN SYMBOL ; I �6 41 I 19 1 1, IIII MCRTHE IRRIGATION SYSTEM TD 3 CONS CUTIVE DAYS TO BUILD THE MOISTURE CAMPHOR " 1 I CEDAR t LEVEL IN THE GROUND PRIOR TO STARTING PLANT `� LO �� IpVilll S 28 18 02 E MGB \ 98.04'(M) MATERIAL INSTALLATION. 13 1 _ HICKORY 5 LANDSC PE I i �r ��—// �L1✓ t� BUFFER I RI MGB ��—��—ii—ii 4. THE LANDSCAPE CONTRACTOR IS ADVISED THERE OAK O cid <�) %- � !; E co 31 BTG ARE UNDERGROUND STORM PIPES AND UTILITY LINES 37 RI QV 33 MCR 1 WITHIN THE PLANTING AREAS. DUE CARE MUST BE PALM MCR i i7\ 1 2 USED WHEN PLACING LANDSCAPE MATERIAL. \I IL I #� PINE TD '� �' LO — 3 �, AA I LI � o � DENOTES SIZE t� 17 S 62 Lin °09'31 " W 51. 76'(M) 5: - . ��. 3 PROPOSE 10' UTILITY I MCR �,, � 2 �°''° TD ,'� O EASEMENT (SEE SEPARATE 11 1 00 ro SP 1 SKETCH AlD LEGAL BY GB TD .. / 15 1 a�UPHAM I N ) � r�39 QV LEGLO F I � 3 ,8- ArNiNrri�ii l /� /f�., i a / ,rrrrrr, �`o�� ,5 LANDSCAPE BUFFER LINE RI �� 16 THIS DRAWING IS THE PROPERTY 24 �� ,v ,�I — 4OF UPHAM,_-------- i 8� �/ AZj ♦ 2 REPRODUCT ON�IN WHOLE OR PART �< s AA RI / � l7/l1/U p I n EXPRESSED BWRIT EN CONSENT OF IVIVD UPHAM INC.COPYRIGHT 2025 n //rli o�rr V"ta j , »�1 ♦ j 3 ALL RIGHTS RESERVED WIN r l l ♦ B-3 I �� 1 / till HIGHWAY ��, r S bn � • 1`2 % , / uuuuuuuuumuuuuuuuuu COMMERCIAL �'� �� °' 1 ,,,; , 4 LEG �/ �2 I j 33 ♦ 06,, w QV M LEG ♦ F °, MGB 9 13 s�qp♦ •stj, 1 23 LEG JP 29 �eU F �� 1 Li EG 1 R ��p� 2 �� 19 RI FR TD 1 1 SP MCR s 5 �o 2 �_ 24 48 MGB MGB �� ° � � � 27 1 » � VS 1 LI _ ullllll��.. `i 7� r ��I��I�lul VS 1 �� MGBi HE 11�z I♦ 2 - - 1 �4 MGB49t�m_ 1 -4 X X X X X ' LAN PE BUF - LI ♦ 52 2 LI 1 2 1 2 1 VS 2 1 29. -. 1..,� , � , .. ,I L, ,.1.4„ � .,l.L, '..,, ,.'..,, r, ,, e ! !f MGB EG; LI GB N 26 W R� RAA � 1 " Llum �,,i/ J F/ r41lF,✓r ........... ��, ,, � Li LI - , - , 601—® , �, u� ��,� err/.. EXISTING PINE TR REMAIN (SPECIMEN) 11, v� cn Z W I Q � � Z CV J W a � > a W Qao CURVE �1 OVERALL) a V 00 LEGEND: DATA (M (FDOT� Q � ° u- CA=2° 12'27" (,� w O ST.AUGUSTINE SOD , R= 11535.22 o Q BAHIA SOD CHB=N 27°53'56" W 0 z O � w CH=444.40' Q DECORATIVE STONE OVER WEED MAT L=444.43' a CNI 0 J � V W S. RIDGEWOOD A VE (USw1 PROJECT No: 6, 001 DATE: APRIL 16,2024 DESIGN BY: RLP DENOTE SPECIMEN TREE DRAWN BY: HMT STR REPLACEMENT moo CHECKED BY: RLP 2 QUANTITY OF PLANTS — SCALE: 1"=20' Q PLANT CODE(SEE SCHEDULE) SHEET NUMBER: REVISIONS O BUFFER CALCULATIONS: DATE DESCRIPTION 09/30/24 FDOT COMMENTS 08/28/24 I 12109124 CITY COMMENTS 12109124 NORTH: 234± LF BUFFER YARD CLASSIFICATION A NOTE: REQUIRED TREES= 1 PROVIDED TREES=3 O� 04/14/25 CITY COMMENTS02107125AND REQUIRED PLANTS=57 PROVIDED PLANTS=0 NORTH, EAST AND SOUTH LANDSCAPE BUFFER FDOT COMMENTS 02107125 CALCULATIONS BASED ON CITY OF EDGEWATER LAND IEAST: 374± LF BUFFER YARD CLASSIFICATION "C" DEVELOPMENT CODE SECTION 21-54.04.WEST LANDSCAPE REQUIRED TREES =23 PROVIDED TREES=24(12 EXISTING+ 12 PROPOSED) BUFFER CALCULATIONS BASED ON RIDGEWOOD AVENUE 20 10 0 20 REQUIRED PLANTS=261 PROVIDED PLANTS=262 (INCLUDING 77 BAMBOO) CORRIDOR DESIGN REGULATIONS SECTION 21-630.03 AS N s GRAPHIC SCALE INDICATED. EXISTING TREES TO REMAIN ill 20' .✓//»�// / //� /////J// REQUIRED TREES= 1 PROVIDED TREES=4 REQUIRED PLANTS=53 PROVIDED PLANTS=0 -r W atWEST: (S RIDGEWOOD-US HWY 1)535± LF LESS 24' DRIVEWAY= 511± LFof 2°v REQUIRED TREES=3 EVERY 50' 1 MAGNOLIA+2 CRAPE MYRTLE 11 MAGNOLIA AND 22 CRAPE MYRTLE �� ' PROVIDED TREES= 11 MAGNOLIA, 22 CRAPE MYRTLE / i✓// /y / 12 0 o S PROVIDED SHRUBS=211 cn �. TREE REQUIREMENTS: '� � �� • �"_ -- - -- — -- - - TREES REQUIRED AT 1 TREE 11 500 SF @ 76,464 SF=51 TREES TOTAL 0 �� 1 ARE SPECIMEN) T Y TREES PROVIDED 63 ��`,� �� i%�i//� ,�/�� // /j/�a/� �/ i p/, ' HIS ITEM HAS BEEN DIGITALL -_0�.,, TREES REMAINING= 9 (7 N) SIGNED AND SEALED BY // /// 06+, NO TREE DEFICIENT RICHARD L.PooRE,RLA EXISTI G OAK TREE TO /;,/ //��„/�/,////;,//,/,, // ,, ,%„// ' REMAI (SPECIMEN) �� /� //��/��/�/�it /�/�� r//��/i/ii�// ON THE DATE ADJACENT TO THE SEAL. _ /// // r / PRINTED COPIES OF THIS DOCUMENT ARE NOT/ / / CONSIDERED SEALED AND THE SIGNATURE MUST BE EXISTING HICKORY TREE VERIFIED ON ANY ELECTRONIC COPIES. / ' J TO REMAIN (SPECIMEN) �� SPECIMEN TREE CALCULATION' Or� THERE ARE 11 EXISTING SPECIMEN TREES ON THE 1.8±ACRE SITE cl 11 TREES 11.8 ACRE= 6.1 TREES PER ACRE uj ci 0 = 50% OF 11 EXISTING SPECIMEN TREES 5.5^' 6 TREES REQUIRED TO BE SAVED e� 7 TREES ARE TO BE SAVED O " I� STORM POND IS IN DECLINE WITH LARGE HOLE IN TRUNK SEE PHOTO THIS SHEET S 280 18'02" ELO 98.04 (M) / 5 LANDSC PE r r r / //J / / / e,... /, r r,,,,,., // ,,. //,,,, ,/,,,..a/ ..r,./f,/,„„1,„ ,/,,, /:.; r,/i,.,,,/////....,,/,./ //i „„/., ✓, ////,,,, ,.// .e,. BUFFER �r/rr /r r r r r r �Trl / .../ /0000/ / /r / i l i / r i o/ o i / I , o i o E co 0 ER qk uj I / / i TREE PRESERVATION CALCULATION: ui/ / r REQUIRED: 15% OF TOTAL SITE AREA Ln , „ 76,448 SF x 0.15= 11,460 SF ,� r Ln 0 S 62 09 31 W 51. 76 (M) / J a C°J s , r m O DENOTES P51— ROVIDED TREE PRESERVATION AREA 12 046_+ O SF „r r / CD r // 50% OF SAVED SPECIMEN TREES REQUIRED TO BE WITHIN TREE PRESERVATION AREA / rrr /, Q /,r », 3 SPECIMEN TREES REQUIRED qk / 0000//000000000� 000ii alLO 5 SPECIMEN TREES ARE PRESERVED IN TREE PRESERVATION AREA , r / / ,,,, ,,,/,/.. „, ,..r,,,,,, LANDSCAPE BUFFER LINE 1, °�iiiiiiiiiioo/� l �B /��a,... /.... THIS DRAWING IS THE PROPERTY / r / "iii0000 r, rr /�/ ,,,,,, OF UPHAM INC.ANY USE OR r rNOTE: a / / ,i f, I, ; Il L I ;I 1 r, Doi. , Doi / REPRODUCTION IN WHOLE OR PART ALL EXISTING TREES WITHIN TREE PRESERVATION AREA TO REMAIN/ „// r....... IS PROHIBITED WITHOUT THE i d / EXPRESSED WRITTEN CONSENT OF 13 UPHAM INC.COPYRIGHT 2025 i a I. f + i II� I ff)I�I�I li Yi�I r / 1 r ALL RIGHTS RESERVED rrr, / \/ I ra J O° 1 B-3 / / HIGHWAY � _ - 2� / n COMMERCIAL �• ��ii� �1 y� I O Ip �� W PP I 11 II lOio, 9.5r 1 ,. O a // / I 12 / / R I� 0 J ...,r /,,,,, / 3 i Lu 14 Alk 10 LANDS APE BUFFER N 26" Lu ILL 24STM 24STM , w TM "24STM �� UL i► ��1111111��1111111111111111�� 'I kJrd I,/f M r LEGEND: ��»»»a��»»»a��»»»�i»��a��»»»11»� Z CURVE 1 OVERALL) EXISTING PINE TREES WITHIN TREE m ' DATA (M (FDOT): PRESERVATION AREA TO REMAIN LANDSCAPE BUFFER CALCULATION AREA CA-2° 12'27" —9— (SPECIMEN) 0 Q w R= 11535.22' Zcl) � zN VEHICLE USE AREA 0.64 AC Q > Q CHB=N 27°53'S6" z W W Lu Q CH=444.40' a INTERIOR GREEN AREA 0.26 AC (� 0 0 L=444.43' 0 0 STORMWATER POND 0.15 AC LV W LL JJ ca w w� ~ � a c DC jaxamil—i = J Dcw Lu a N o o > u to °° w S. RIDGEWOOD A VE US 1 PROJECT No: 231001 DATE: APRIL 16,2024 DESIGN BY: RLP DRAWN BY: HMT CHECKED BY: RLP SCALE: 1"=20' SHEET NUMBER: PIPE SIZING INFORMATION: REVISIONS OIRRIGATION LEGEND: DATE DESCRIPTION GALLONS PER MINUTE GPM PIPE SIZE (USE THE FOLLOWING IRRIGATION EQUIPMENT OR EQUAL) 09/30/24 FDOT COMMENTS 08/28/24 0-4 „ 12109124 CITY COMMENTS 12109124 4-8 3/2" PAVEMENT PIPE SLEEVE SCHEDULE A BUBBLER --------------------------------------- 1.00 GPM 04/14/25 CITY COMMENTS 02107125 AND 9-12 1" PIPE SIZE SLEEVE SIZE ❑ 15' EST RAIN BIRD 15' END STRIP 0.61 GPM FDOT COMMENTS 02107125 13-22 1 1/4" " A ❑23-30 1 112" 2" 4" 15 SST(RAIN BIRD) --------------------------------- 1.21 GPM Ci „ PVC PIPE SLEEVE 16 MIN 31-50 2 N 1"THRU 1 1/2" 3" ® 9' SST(RAIN BIRD) ---------------------------------- 1.73 GPM A v 20 10 0 20 51-70 2 1/2" PVC IRRIGATION 1/2"AND 3/4" 2" GRAPHIC SCALE „ O Q ADJUSTABLE 15' RADIUS ------------------------------ VARIES 71-110 3 PIPE „_ , 1 —20 CABLE SLEEVE NOTE: 0 QUARTER 15' RADIUS -------------------------------- 0.92 GPM SIZE AS NOTED AT THE DISCRETION AND SOLE A \ RESPONSIBILITY OF THE HALF 15 RADIUS ----------------------------------- 1.85 GPM �� W u.". ZONE CONTROL CABLES IRRIGATION CONTRACTOR, THE q A THREE QUARTER 15 RADIUS --------------------------- 2.78 GPM ��® ` DIAMETER OF THE SLEEVE PIPE �� >� MAY BE REDUCED. OO FULL 15' RADIUS 3.70 GPM �" A + ZONE CONTROL VALVE(HARDIE 217B) cn \ \ q A f�� (2"ANGLE-PRESSURE REDUCING) „ � \, `\. ® 2 REDUCED PRESSURE ZONE BACKFLOW PREVENTER /10 24 Z ` A ` CONTROLLER RAINBIRD ESPLXBASE: 12 STATION CONTROLLER THIS ITEM HAS BEEN DIGITALLY v`vv� �� `vv� • A..... ry � 4Of SIGNED AND SEALED BY \ \\ q RICHARD L.POORE,RLA 2; q ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ® RAIN SENSOR SHUTOFF(MOUNT ON TOP OF BUILDING) ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE A `\ VERIFIED ON ANY ELECTRONIC COPIES. j t� r- 924 4" DEEP WELL-MUST PRODUCE 60GPM @ 60PSI& 1T30\ 1 45f /; (jo tLLJ NETAFIM SHALL BE LOCATED AT c� SHRUBS AND GROUND COVER AREA 0 „ 1 -4" SLEEVE A ZONE NUMBER , 2 18 NUMBER OF HEADS c� A A (N) DENOTES NETAFIM LO APPROX. GALLONS PER MINUTE Lu A iR iR — 2" MAIN (MUST BE SCH 40 PIPE-SIZE AS NOTED) A 1A A s I IRA _ —----- — SLEEVE UNDER PAVEMENT FOR WIRE(2" MINIMUM) � 1 ------ - -————— — SLEEVE UNDER PAVEMENT FOR PIPE uj uj At BACK OF CURB I (SEE SCHEDULE FOR SIZE REQUIREMENTS OR AS NOTED) — LO �� f A A A A „ A A A 12" MIN. — . 1 NOTES: Q to 04 �� „ 34± LF 4" C��I�;11,170R ELECTRIC q . ALL SPRAY HEADS ARE TO BE RAIN BIRD 6 POPUP FOR TURF AREA AND ALL � rl 1 r� AND CONTROL III�II��" 2" BACKFLOW PREVENTE A OTHER SPRAY HEADS ARE TO BE ON POPUP AND/OR RISER TO ASSURE 100% COVERAGE.ALL RISERS ARE TO BE STAKED AND PAINTED GREEN OR BLACK. umiainiinii qk 4„ EEP WELL 45f Ci ��drsiri r i 1� iii� °°°"""""""°° "� ` �/ �� A • ALL ZONES TO HAVE PRESSURE REDUCING VALVES OR PRESSURE REDUCING r^v HEADS a±r�rmrmr�irmra�vnll � �� A A 1n�Uial4ilb0upjGttN8U1!lUU1� A 7o THIS DRAWING IS THE PROPERTY OF UPHAM,INC.ANY USE OR A , REPRODUCTION IN WHOLE OR PART r IS PROHIBITED WITHOUT THE v EXPRESSED WRITTEN CONSENT OF UPHAM INC.COPYRIGHT 2025 A A ` � ALL RIGHTS RESERVED .✓ ,, = IRRIGATION °�'�� ,, I �/ ,,, � . 2 25 , 43f A AL 1 -4 SLEEVE - ,, A ✓ A i �� 1-2" SLEEVE FOR WIRE � � i � A �� if A 1 -3" SLEEVE O /4T29\ ` A _ A A g III A A A A A o A 44f A a A 1 -4 SLEEVE 5 N 1 -4" SLEEVE �u ui�u ° ' STORMW R A 35f �� 6T22\ 11 �,�tr,�rlrrrrrrrrrrrrr �,lllllt��rrrrrr��r 44t /{ U11111111111111111111111111111111VU111111; + ✓i IIIIIIIIIIIIIIIIIIIIIIIIIUl11111111111111U111111 """ ll�lllll/ IIIIIIIIIIIIIIIIUDDDDDDDUIJJJI - —lllllllllllJJJJJJJJJJI I=, - —�IIIIIIIIIIIIIIIIIIIIIIIIUl11D IIIII --u'�r , ,1+ IIIIIffQ(fl(lll(�t ' A A IIIIIIII IIIIIIIAI1111111111111NUUUUUUUUUUUi,;-��- —IIIIIIIIIIIIIIIIIIIIIIIIIUl11111111111111D11111-� -I� IIIIIIIIIlVl�1111111UUUUlUlllllli—J - -;11111�1111111111111�11111111111111�1111111,=i- -� IIU11111111111lll�'INVIIIIIIIIIIII�I�IIIIIIIII1V1�i+11111UJIIIIIIIIl1l��L��l "�"�''� I 4% ——— A A _ A s X X —X— — I aI aI — NJ --- aI aI A A A A — A- — — — — — — — — A ------ � � � tr � NJ � NJ � aI 4 - - - - - q - .. A A 3 19 R/W R SLEEVE \_15± 0 1- SLEEVE FOR WIRE �JIUIIIIIIIIIIIIIIIIIIIIIIIIIJJJJJJJDIIIIII�V �+"� �I IIIU111111111111111U1111Ja1U111111N111JaIU1111111111 v) cn m NOTES: Z Q UJ 1. IRRIGATION LINES ARE SHOWN DIAGRAMMATICALLY AND ARE INTENDED TO SHOW Q Z N DISTRIBUTION ZONES ONLY.ALL VALVES SHALL BE LOCATED WITHIN PLANTING AREAS a L Q (NOT WITHIN PAVEMENT). LINES LOCATED UNDER PAVEMENT SHALL BE KEPT TO A Q Q p MINIMUM AND ALL PIPING UNDER PAVED AREAS SHALL BE SLEEVED. Z V O O 2. WHEN INSTALLING IRRIGATION PIPING IN ISLAND AND OTHER NARROW PLANTING 0 (n u- AREAS RUN PIPING CLOSE TO CURB AND NOT DOWN THE MIDDLE OF THE PLANTING >- L W AREA. (BEFORE DOING IRRIGATION, GET A COPY OF THE LANDSCAPE PLAN AND KEEP Q p Lu IRRIGATION LINES OUT OF PLANTING AREAS WHERE POSSIBLE.) FRI 0 cj) 3. ALL IRRIGATION ZONES ARE PROVIDING COVERAGE FOR MEDIUM (M)TO LOW(L) W WATER REQUIREMENTS. a 00 p p � W 0 Si RIDGEWOOD A VE USA � 4. NO SIGNIFICANT IRRIGATION OVERTHROW SHALL BE ALLOWED ONTO IMPERVIOUS PROJECT No: 231001 ) ......... SURFACES. DATE: APRIL 16,2024 DESIGN BY: RLP 5. ALL NETAFIM PIPING SHALL BE INSTALLED ALONG BOTH SIDES OF HEDGES. DRAWN BY: HMT CHECKED BY: RLP SCALE: 1"=20' SHEET NUMBER: LANDSCAPE NOTES: TWICEREVISIONS ROOTBALL SIZE IRRIGATION NOTES: DATE DESCRIPTION 1. ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR OF ANY TREE OR GROUP OF TREES. NO ATTACHMENT,WIRES NO MULCH SHALL BE 1. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL EXISTING UTILITIES AND 09/30/24 FDOT COMMENTS 08/28/24 PLACED WITHIN 6"OF FLORIDA#1 OR BETTER AS DESCRIBED IN THE CURRENT"GRADES (OTHER THAN PROTECTIVE GUY WIRES), SIGNS, OR PERMITS MAY BE TREE TRUNK NO MULCH SHALL BE CONDITIONS PRIOR TO ITS COMMENCEMENT OF THE IRRIGATION WORK. 12/09/24 CITY COMMENTS 12109124 AND STANDARDS FOR NURSERY PLANTS", STATE OF FLORIDA, FASTENED TO A TREE. PLACED WITHIN 6"OF 2. THE PLAN IS SCHEMATIC ONLY.THE CONTRACTOR SHALL INSTALL PIPING IN A MINIMUM NUMBER OF 04/14/25 CITY COMMENTS 02107125 AND DEPARTMENT OF AGRICULTURE, TALLAHASSEE, OR THEIR EQUAL TREE TRUNK TRENCHES AND SHALL INSTALL PIPE IN A MINIMUM LENGTH. FDOT COMMENTS 02/07/25 AS DETERMINED BY THE LANDSCAPE ARCHITECT. 16. ALL QUESTIONS CONCERNING THE PLAN AND/OR SPECIFICATIONS SAUCER- M DEEP 3. QUANTITIES FOR IRRIGATION MATERIALS ARE NOT GIVEN.THE CONTRACTOR SHALL DETERMINE THIS FROM SHALL BE DIRECTED TO THE LANDSCAPE ARCHITECT(386)672-9515. 12" COMPOST MULCH 3 MULCH THE PLAN. 2. MULCH SHALL BE PINE BARK, INSTALLED A MINIMUM OF 3"THICK ( FINISHED GRADE 4. INSTALL SLEEVE PIPING WHERE SHOWN ON THE DRAWINGS AT THE PROPER DEPTH. AFTER SETTLEMENT, IN ALL PLANTING AREAS. 17. ALL SHADE TREES AND SINGLE TRUNK UNDERSTORY TREES SHALL - .,; . rt _ CONTAINER BALL 5. ALL SLEEVE PIPE SHALL BE SCHEDULE 40 PVC PIPE INSTALLED A MINIMUM OF 20" BELOW FINISHED PAVING BE STAKED USING TREE FROG STAKING SYSTEM FOR SINGLE STEM GRADES. 3. SOD SPECIFIED AS ST.AUGUSTINE SHALL BE 95%WEED-FREE. SOD TREE AND ALL MULTI-TRUNK UNDERSTORY TREES SHALL BE / _ \ 6"DEPTH OF = �;__ \� 6. ALL SLEEVES WHEN PLACED IN FIELD ARE TO BE LOCATED BY A METAL PIPE AT EACH END AND LOCATED SPECIFIED AS BAHIA SHALL BE 75%WEED-FREE.ALL SOD SHALL BE STAKED WITH ARBORGUY MULTI-TRUNK SYSTEM. _ / _ COMPACTED _ / FROM TWO STATIONARY POINTS BY TAPE MEASUREMENTS. INSTALLED WITH TIGHT JOINTS, ROLLED AND FERTILIZED. N / -/-- /\ PLANTING _______- PLANTING SOIL 7. ALL PIPE SHALL BE INSTALLED A MINIMUM OF 20" BELOW GRADE. o 18. ANY CHANGE IN STAKING SYSTEM MUST BE APPROVED IN WRITING /�/� �/� �/� SOIL i 8. ALL TRENCHING SHALL BE KEPT OUT OF THE DRIP LINE AREA OF ALL EXISTING TREES. USE RADIAL LINES OR �� '�� W ��\ EXISTING SOIL �� vv EC7" 4. SEED IF ANY TO MEET SOUTHERN SEED CERTIFICATION BY THE LANDSCAPE ARCHITECT BEFORE BEING INSTALLED. TUNNELING WHEN NECESSARY TO ENCROACH INTO THE DRIP LINE AREA OF TREES. le za ASSOCIATION. 9. LOCATE ALL VALVES AND OTHER IRRIGATION EQUIPMENT IN PLANT BED AREAS WITHIN THE PROJECT LIMITS �� °• ��gi� 19. ALL UNIMPROVED AREA NOT OTHERWISE PLANTED OR MULCHED MULTI-TRUNK PLANTING DETAIL SHRUB PLANTING DETAIL FOR CONCEALMENT PURPOSES. �� Lu 5. ALL DIMENSIONS SHALL BE FIELD-CHECKED BY THE LANDSCAPE SHALL BE SODDED WITH BAHIA UNLESS OTHERWISE NOTED ON THE 10. RISERS ARE TO BE HIDDEN COMPLETELY IN SHRUBBERY OR PAINTED BLACK AND IN NO CASE BE HIGHER ;,Cn ,! CONTRACTOR PRIOR TO CONSTRUCTION,WITH ANY DISCREPANCIES LANDSCAPE PLAN. NOT TO SCALE NOT TO SCALE THAN THE SHRUBBERY INSTALLED. Cn q" REPORTED IMMEDIATELY TO THE LANDSCAPE ARCHITECT. 11. ALL PIPE EXPOSED ABOVE GRADE AND TO VIEW SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE OF THE Hz04 20. PLANT MATERIAL SHALL BE CLEARLY IDENTIFIED AS FLORIDA#1 OR NOTED SIZE. �� F g® ��" �' 6. THE PLANT MATERIALS SCHEDULE IS PROVIDED FOR THE BETTER ON EITHER LABELS OR INVOICES. 12. ALL VALVES SHALL BE INSTALLED IN METER TYPE SIZE BOXES EQUAL TO AMETEK POLY-IRON. �� a a ®�� a CONVENIENCE OF THE LANDSCAPE CONTRACTOR;SHOULD THERE NOTE:WHERE MULCH IS USED IN LANDSCAPE 13. IRRIGATION SHALL MEET ALL APPLICABLE CURRENT MUNICIPAL, COUNTY, STATE OR FEDERAL CODES, z BE ANY DISCREPANCY BETWEEN THE PLAN AND THE PLANT LIST, 21. ALL PLANT MATERIAL SHALL BE GUARANTEED ONE YEAR AFTER ISLAND KEEP MULCH BELOW TOP OF CURBS ORDINANCES AND REGULATIONS THAT HAVE JURISDICTION. THE PLAN WILL PREVAIL. ACCEPTANCE BY OWNER NO MULCH SHALL BE 14. ALL PIPE 1/2" TO 21/2" IN SIZE SHALL BE PRESSURE RATED 160 PVC(EXCEPT MAIN)AND SHALL. THIS ITEM HAS BEEN DIGITALLY . = PLACED WITHIN 6"OF 2' 2' SIGNED AND SEALED BY � 15. ALL FITTINGS SHALL BE SCHEDULE 40 PVC. RICHARD L.PooRE,RLA 7. ALL MATERIALS MUST BE AS SPECIFIED ON THE LANDSCAPE PLAN. 22. ALL TREES IN SOD TO BE IN A 4 FOOT MINIMUM DIAMETER w TREE TRUNK CLEAR CLEAR 16. ALL SPRAY HEADS ARE TO BE A MINIMUM OF 6" POP-UP AND ALL HEADS IN PLANTING AREAS TO BE 12" ON THE DATE ADJACENT TO THE SEAL. ( ) = PRINTED COPIES OF THIS DOCUMENT IF MATERIALS OR LABOR DO NOT ADHERE TO THE SPECIFICATIONS, MULCHED RING UNLESS NOTED OTHERWISE ON THE DRAWINGS. _J VARIES POP-UP OR RISERS. ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE THEY WILL BE REJECTED AT NO ADDITIONAL COST TO THE OWNER. 9 24" SOD " 17. ELECTRICAL TO CONTROLLER SHALL BE SUPPLIED BY ELECTRICAL CONTRACTOR(NOT IRRIGATION VERIFIED ON ANY ELECTRONIC COPIES. 23. TREES SHALL BE PLANTED SO THAT THE TRUNK FLARE IS EXPOSED > CONTRACTOR) 8. ALL PLANTING BEDS SHALL BE TREATED WITH 'RO UND-U RAND AND TOPMOST ROOT IN THE ROOTBALL ORIGINATING FROM THE 0 3"MULCH SAUCER RIM '° 'RONSTAR'. USE AS DIRECTED BY MANUFACTURERS. TRUNK IS AT SOIL SURFACE OR WITHIN THE TOP INCH OF SOIL ON TYPICAL PLANTINGS LO WHERE } FINISHED GRADE TYPE APPLICABLE SEE ~ TYPICAL d THE ROOTBALL. 'F'CURB LANDSCAPE PLAN TYPE 9. NO SUBSTITUTIONS OR CHANGES OF ANY KIND WILL BE ALLOWED - \� CURB - AT THE TIME OF BIDDING SO AS TO PROVIDE FOR FAIR 24. ALL SPECIFICATIONS MUST BE AS SPECIFIED OR GREATER. _ COMPARISON. % _= l J 0 25. PLANT TREE SO THAT ROOTBALL IS 1"-2"ABOVE FINISH GRADE. 16"x10 314" RECTANGULAR PLASTIC PLEASE NOTE THAT CALL-OUTS AND DETAILS 10. 100%AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED - - - - WIRE BALED AND BURLAP ��/��/��/� VALE BOX MARKED "IRRIGATION SHOWN ARE FOR REFERENCE ONLY. PLEASE ACCORDING TO THE IRRIGATION PLAN AND SPECIFICATIONS. 26. REMOVAL OF ALL CONSTRUCTION DEBRIS, LIMEROCK, EXCESS OF CONTROL VALVE" CONSULT LOCAL CODES AS TO REQUIREMENTS FOR c� BUILDERS SAND, CONCRETE AND MORTAR DEBRIS, EXISTING WRAP WHEN NOT M LO CONTAINER GROWN BASE,SUB-BASE CLEAN ORGANIC FILL FINISH GRADE YOUR SPECIFIC AREA. IRRIGATION MANUFACTURER 0 LO 11. THE CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF WEEDS AND GRASS,AND ALL FOREIGN MATERIALS IN THE PLANTING SOIL MIXTURE AND PAVEMENT (PH AS REQUIRED BY DISCLAIMS ANY LIABILITY DUE TO MISAPPLICATION iDO to ALL EXISTING UTILITIES AND UNDERGROUND CONDITIONS PRIOR TO PLANTING BED AND SOD AREAS SHALL BE REMOVED AND A (TYPICAL) PLANTINGS) [-- HIS COMMENCEMENT OF THE ANY WORK. MINIMUM OF X OF CLEAN SAND WITH A PH 5.5-6.5 SHALL BE PLANT PIT TWICE TURF-1", SHRUBS-2" 0 to INSTALLED PRIOR TO ANY INSTALLATION OF PLANTS OR TREES. UNDISTURBED SOIL E co 12. ALL BUILDING MATERIALS AND LABOR SHALL CONFORM TO THE EPDXY WIRE CONNECTORS #14 OF CONTROL WIRES 8 EA. SOUTHERN BUILDING CODE AND ALSO TO ALL LOCAL CODES THAT 27. BALLED AND BURLAPPED STRAPPING WIRE,AND ANY SYNTHETIC TREE PLANTING DETAIL ISLAND PLANTING DETAIL • HAVE JURISDICTION. MATERIAL SHALL BE REMOVED PRIOR TO FINAL INSPECTION.WIRE 1" DIA EXPANSION COILS o - 4) BASKETS SHOULD BE CUT AWAY FROM TOP ONE-THIRD OF ROOT ULI NOT TO SCALE NOT TO SCALE o oUJ 13. ALL PERMIT AND VARIANCE APPLICATIONS SHALL BE MADE BY THE BALL. HARDIE 217B ELECTRIC VALVE/ANGLE I I z Q - LO CONTRACTOR. PVC MALE ADAPTER 28. NON-CANOPY TREES SHALL NOT BE PLANTED CLOSER THAN 10 �Y�ryy ��a DDDD D u D a o4>a w - 14. PRIOR TO CONSTRUCTION OF PLANTING BEDS,ALL AREAS ARE TO FEET FROM OTHER TREES AND CANOPY TREES NO CLOSER THAN LANDSCAPE AREA PVC LATERAL ANGLE TO SPECIFIED D Dd o a a a a aaa a 0 to HAVE SOIL TESTS CONDUCTED TO DETERMINE pH AND SOIL 20-30 FEET, DEPENDING ON SPECIES. -------- DEPTH WITH 450 ELBOWS FERTILITY. IT IS THE RESPONSIBILITY OF THE LANDSCAPE 2'VEHICLE OVERHANG U) CONTRACTOR TO AMEND THE SOIL TO MEET ADEQUATE FERTILITY 29. A MULCH RING FOR ALL NEWLY PLANTED TREES SHALL BE C z 2x4 REDWOOD BLOCK AND pH FOR CORRESPONDING PLANT MATERIAL.ALL TEST PROVIDED AT LEAST FIVE(5) FEET IN DIAMETER AND NOT CLOSER Lo o Q TAPE TUBING RESULTS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. THAN SIX(6)INCHES FROM THE TREE TRUNK. FACE OF a 1 CRUSHED ROCK, 12 DEEP TO MAIN LINE 0 CO CURB SCH 80 PVC NIPPLE, 6" LONG PVC MAIN LINE 15. EQUIPMENT SHALL BE OPERATED IN A MANNER AS NOT TO INJURE 30. TREES SHALL HAVE A MINIMUM HEIGHT OF EIGHT(8)TO TEN (10) THIS DRAWING IS THE PROPERTY OR DESTROY ANY TREES SHOWN TO REMAIN. CONTRACTOR SHALL FEET AND TWO (2)INCHES OF CALIPER. PVC MAIN LINE PER PLAN TEE OR ELBOW OF UPHAM,INC.ANY USE OR REPRODUCTION IN WHOLE OR PART NOT CAUSE OR ALLOW THE CLEANING OF EQUIPMENT OR MATERIAL IS PROHIBITED WITHOUT THE WITHIN THE DRIP LINE OF ANY TREE OR GROUPS OF TREES TO BE 31. SHRUB LINES ARE TO BE PLANTED AT THE REQUIRED MINIMUM VALVE AND BOX DETAIL EXPRESSED WRITTEN CONSENT OF UPHAM INC.COPYRIGHT 2025 RETAINED OR THOSE PROPOSED. NOR SHALL THE CONTRACTOR HEIGHT, NOT BY CONTAINER SIZE. TYPICAL OVERHANG SPACE ALL RIGHTS RESERVED ALLOW THE DISPOSAL OF WASTE MATERIAL, SUCH AS PAINT, OIL NOT TO SCALE SOLVENTS,ASPHALT, CONCRETE, MORTAR OR ANY OTHER 32. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE WITH HEDGE DETAIL MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE CORRECT SEED MIXTURE FOR THIS LOCATION NOT TO SCALE PHONE: (352)735-7411 EMAIL:info.treefrogep@gmail.com " NOTE: TREE STAKING IS ONLY FOR MEDIUM AND LARGE TREES SUPPLY HEADER ° Tree Frog Environmental Products® Tree Frog® B1020 SYSTEM Tree Frog Environmental Products® Tree Frog® PR020 SYSTEM LF LINE FLUSHING VALVE PLUMBED EXHAUST HEADER (formerly Arborguy®) B1o20: (formerly Arborguy®) PR020: ---- --- TO PVC OR POLY I I I I I I I I I I I I l BIODEGRADABLE TREE GUYING DETAIL For up to 2'Caliper Trees PR020/PR04O/PR06O/PR08OSTAKING DETAIL For up to 2' Capper Trees I TECHLINE START CONNECTION (3)FROG ANCHOR TV Guyline 1/4"x 12'=560 lb (3)ARBORGUYTM Guylines 3/4"x 12' =600 lb I I MALE ADAPTER tensile Hemp/Manila rope DO NOT CUT TERMINAL LEADER test Black or Green, UV resistant, polypropylene I I I I I I I I I J 3 LAYER BAMBOO TM PVC OR POLY EXHAUST HEADER PROTECTIVE SHEATH DO NOT CUT TE TERMINAL LEADER TREE CROWN (3)"Tool-Free"Tension Bars 3 " SELECTIVELY PRUNE TREE CROWN 3 strapping Tension BarsTM I I I I I I I I TOTAL THESE TECHLINE LATERALS (3)Biodegradable Arrowhead Anchors(4/ x 4y") TENSION BAR ( )" I I PVC OR POLY SUPPLY HEADER I I I I I I I J TO CHECK THE MAXIMUM LATERAL TENSION BAR ( ) * ( ) I LENGTH ALLOWED IN TABLE .�3/4"OR 1'GUYLINE 3 Arrowhead Anchors 4"x 3-3/4" 1/4"HEMP/MANILA STRAPPING TECHLINE START CONNECTION I I I I I I I I I I I I 3 STRAND GUYLINE GRIFORM FERTILIZER I I (SEE DETAIL 4OF 4) r_AGRIFORM FERTILIZER TABLETS I TABLETS REMOVE BURLAP FROM UPPER/OF REMOTE CONTROL VALVE WITH REMOVE BURLAP FROM UPPER/OF ROOT BALL AND CUT SLITS ON THE ® ROOT BALL AND CUT SLITS ON THE REMAINING BALLED&BURLAPPED Tree Fro P R040 SYSTEM I I I I r Tree Frog B1040 SYSTEM I I FDISC FILTER PRV I I I REMAINING BALLED&BURLAPPED ® MATERIAL TEMPORARY SAUCER MATERIAL TEMPORARY SAUCER P R040: CHECK LONGEST LATERAL / I I I BIO4O: 3"MULCH FINISH GRADE For up to 4"Caliper Trees I AGAINST TABLE 2 FOR MAXIMUM 3"MULCH _ FINISH GRADE For up to 4"Caliper Trees -III (3)ARBORGUYTM Guylines 1"x 12'=600 lb test I I I I I J LATERAL LENGTH TM ARROWHEADA - ® , -III 1- (4)FROG ANCHOR Guyline 1/4"x 12'=560 lb Black or Green,UV resistant,polypropylene stra in BIODEGRADABLE = � =! -III _ _ III= strapping I I I I I I--� �I I I I I I I I ARROWHEAD ANCHOR - tensile Hem /Manna rope EXISTING SUBSOIL �� _ EXISTING SUBSOIL - _ _ , p p -III = -i PLANTING PIT IS TO BE 1.5 TIMES (3)"Tool-Free"Tension BarsTM AREA PERIMETER -III _III PLANTING PIT IS TO BE 1.5 TIMES THE (4)"Tool-Free"Tension BarsTM BACKFILL AS SPECIFIED III I I I-1 -I ROOT BALL IT HE BACKFILL AS SPECIFIE ROOT BALL 3 "x 4 D I-Ili,- - -��- 3 „ �") (4)Biodegradable Arrowhead Anchors(4 x 4y") Adjustable Guying Method Using a Tension Bar (3)Arrowhead *Anchors(4 I BLANK TECHLINE TUBING Biodegradable Adjustable Guying Method Using a Tension BarI I (CENTERED ON MOUND OR BERM The anchors for each kit are best installed using the Integrated Tool Assembly EXHAUST HEADER SUPPLY HEADER The anchors for each kit are best installed using the Integrated Tool Assembly (ITA)from the manufacturer. Tree Fro ® PR060 SYSTEM I J� TECHLINE TUBING LATERAL V (ITA)from the manufacturer. I AR I PR060: JOINING TECHLINE TUBING BRANCHING OUT TECHLINE TUBING Q W 1.Once the arrowhead anchor has been driven into the ground and set(secured), I I 1.Once the Biodegradable arrowhead anchor has been driven into the ground the guyline should be passed through Hole#1 on the tension bar,then wrapped For up to 6"Caliper Trees I ... and set(secured),the guyline should be passed through Hole#1 on the tension around the tree trunk just above the lowest established branch.Then,the guyline (3)ARBORGUYTM Guylines 1"x 15'=2400 lb break strength AIRNACUUM RELIEF VALVE W bar,then wrapped around the tree trunk just above the lowest established branch. should be passed through Hole#2 in the tension bar just below the first polyester black strapping Then,the guyline should be passed through Hole#2 in the tension bar just below established branch. After pulling taut any slack,a stop knot is established (3)"Tool-Free"Tension BarsTM I CENTER FEED LAYOUTS: 0 Z N PERIMETER LATERALS 2 TO 4 W the first established branch. After pulling taut any slack,a stop knot is established immediate) below Hole#2 in the guyline. See Figure 1 *Anchors s �� L__- --_J • WHERE LAYOUT FLEXIBILITY EXISTS,IT IS RECOMMENDED THAT CENTER FEED LAYOUTS BE USED.THIS ALLOWS FOR THE � � M Y g Y ( g ) (3)Arrowhead (4 / x 4/ ) FROM EDGE immediately below Hole#2 in the guyline.(See Figure 1) MOST EVEN FLOW OF WATER THROUGH OUT THE ZONE. > Q 2.The tension bar is then pulled downward until the tree is straight and the LF 0 Q 0 2.The tension bar is then pulled downward until the tree is straight and the guyline is SNUG(NOT TIGHT).(See Figure 2) Tree Fro guyline is SNUG(NOT TIGHT).(See Figure 2) TECHLINE CENTER FEED LAYOUT 0 Q FE a Z � 3.The tension bar is locked into place by tying the loose end of the guyline itself pR080: Q O J 3.The tension bar is locked into place by tying the loose end of the guyline itself just above Hole#2. (See Figure 3) For up to 8"Caliper Trees OTHER PIPING LAYOUTS: LPL just above Hole#2. (See Figure 3) TM (4)ARBORGUY Guylines 1"x 15'=2400 lb • WHEN BRANCHING OUT,OR JOINING TECHLINE,ONE OF TWO RULES APPLY. RULE 1 -WHEN BRANCHING OUT TECHLINE FROM ♦ ♦ � � W � This tensioning method allows the guylines to be readjusted,if necessary,in order break strength black polyester strapping THE SUPPLY HEADER TOTAL ALL"BRANCHED OUT"DRIPPERLINE AND CHECK THE SUM AGAINST THE MAXIMUM LATERAL V This tensioning method allows the guylines to be readjusted,if necessary,in order to keep the guylines snug until the tree root system is established and the staking J 0 W to keep the guylines snug until the tree root system is established and the staking material is removed. (4)Steel Cable leaders attached to anchors(optional) LENGTH IN TABLE 2. RULE 2-WHEN JOINING DRIPPERLINE LATERALS FROM THE SUPPLY HEADER CHECK ONLY THE �/♦ material is removed. (4)"Tool-Free"Tension BarsTM LONGEST LATERAL AGAINST THE MAXIMUM ALLOWABLE IN TABLE 2. 0R W 2 Q �Specify Anchor (4)Arrowhead �Anchors(4%"x 4%") PVC OR POLY PIPING 1. Biodegradable(soft or hard soil) TO REDUCE THE NUMBER OF GLUE JOINTS,SADDLES OR INSERT FITTINGS IN A HEADER,TRANSITION TO TECHLINE Z 0 cl) W 2. Nylon (soft soil) \ AND TECHLINE FITTINGS TO MAKE UP SUB-HEADERS,MAKING SURE TO FOLLOW THE GUIDELINE OF A MAXIMUM OF 0.5 GPM W a (D 1/4"GUYLINE (' 3. Heavy Duty(hard soil) N 1/4"GUYLINE 1 1 IN THE"SUB-HEADER"ZONE. J In � �� W 0 / 1/4"GUYLINE 3/4"OR 1" I TABLE 2: MAXIMUM LENGTH OF A SINGLE LATERAL (FEET) fl(\ / GUYLINE STRAPPING 3/4"OR 1" 3/4"OR1" GUYLINE STRAPPING PROJZONE WATER REQUIREMENTS: EMITTER SPACING 12" 18" 24" DATE: 231001 GUYLINE STRAPPING TEECTNo: APRIL16,2024 HOLE#2 H 1 HOLE#2 TECHLINE FITTINGS AND ONCE YOU HAVE LAID OUT THE TECHLINE, NON-SLIPKNOT / HOLE#2 HG HOLE#2 DRIPPERLINE YOU NEED TO IDENTIFY HOW MANY EMITTER FLOW(GPH) 0.26 0.4 0.6 0.9 0.26 0.4 0.6 0.9 0.6 0.9 DESIGN BY: RLP NON-SLIPKNOT NON-SLIPKNOT ) DRIPPERS THERE ARE,AND THEIR TOTAL ,,, DRAWN BY: HMT OUTPUT.THIS WILL HELP YOU DETERMINE j 20 psi 444 326 256 194 631 463 365 277 465 353 \�l NON-SLIPKNOT CREATING SUB-HEADERS TO REDUCE GLUE/SADDLE JOINTS co CHECKED BY: RLP MAINLINE SUBMAIN AND SUPPLY/EXHAUST (n 25 psi 496 364 287 217 706 518 409 310 519 395 TENSION BAR TENSION BAR lJJ SCALE: 1"=20' HEADER SIZING.VALVE FILTER AND a HOLE#1 � � TENSION BAR � 1 TENSION BAR ° ° F 35 psi 578 423 333 253 821 604 476 361 605 461 HOLE#1 HOLE#1 REGULATOR SELECTION., J SHEET NUMBER: TENSION BAR HOLE#1 z TENSION BAR HOLE#1 NETAFIM DETAIL 45 psi 641 470 370 281 913 670 529 401 673 513 FIGURE 1 FIGURE 2 FIGURE 3 HOLE#1 FIGURE 1 FIGURE 2 FIGURE 3 NOT TO SCALE Ll 03