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Home My WebLink AboutItem 09 Approval of Magnolia Reserve Townhome Large Scale Final Subdivision PlanMeeting Date: October 3, 2023 Item #: 9 Contact Name: Anoch Whitfield Department Director: Michael Rumer Contact Number: Ext. 1016 City Manager: Robert Frank Subject: Approval of Magnolia Reserve Townhome Large Scale Final Subdivision Plan (LS- 2022-016). (Zoning Manager Whitfield) Background Summary: Site Location: The subject property is located in Commission District 1 and is generally south and west of Desert Candle Drive, east of the West Orange Trail, and north of the vacated West Road unimproved right-of-way, approximately 200 feet north of SR 429.The site is also located within the City of Ocoee -Orange County Joint Planning Area (JPA). Though the property is addressed at 2199 West Road, it is accessed via Desert Candle Drive, which transitions to Fountains West Boulevard, which connects to West Road. Applicant/Owner: The applicant continues to be Aaron Matson, Manager, with CAP-5 Development, LLC. However, the project was previously known as the Isaak Malka project, which consisted of the Third Amendment to the Ocoee -Orange County Joint Planning Area (JPA) (approved September 27, 2022) and an annexation, Small -Scale Comprehensive Plan Future Land Use Map (FLUM) Amendment and corresponding Rezoning from County A-1 to City PUD (all approved October 18, 2022).The Large -Scale Preliminary Subdivision Plan was also approved by the City Commission at its October 18, 2022, public hearing. In May 2023, the property was purchased by Magnolia Reserve, LLC, and the Large -Scale Final Subdivision and Plat are titled Magnolia Reserve Townhomes. Property Size and Parcel Identification Number(s): The property is approximately 5.08 acres and is assigned parcel ID # 05-22-28-0000-00-029. Existina Future Land Use: High Density Residential (HDR) — Up to sixteen(16) dwelling units per acre. Existing Zoninq.: Planned Unit Development (Isaak Malka PUD) Actual land use, unique features of the propertv, and proposed development: The property is currently a vacant, wooded parcel with no unique features and is bordered by the following: DIRECTION FUTURE LAND USE ZONING EXISTING LAND USE CLASSIFICATION North Medium Density PUD - MD Single-family attached residential Residential City of Ocoee - 1 N. Bluford Avenue - Ocoee, Florida 34761 Phone: (407) 905-3100 - www.ocoee.org Page 139 of 253 East Medium Density PUD-MD Single-family attached residential | Residential |South [DR&SIR 42S R-1A Vacant West Light Industrial PUD - IND Apartments & School Uses The Final Subdivision Plan proposes a48-lotsingle-family attached subdivision (fee -simple townhome development) 8t@proposed density Of94dwelling units per acre. The Final Subdivision Plan iSconsistent with the approved Land Use Plan and Preliminary Subdivision Plan with respect tndensity, number Oflots, new roadway to be dedicated to the Cib/, and development standards (i.e. building agtbacka, building heights, minimum living area and number Ofparking Sp8C8S). The proposed development, in addition to the Greens at Forest Lake townhome subdivision and the Arbours at Crown Point apartment complex, is accessed by, limited to, and would impact the southbound approach of the intersection of Fountains West Boulevard at West Road. As a condition of approval of the PUD, this development, like Greens at Forest Lake, was required to pay its proportionate share of the cost of the installation of a traffic signal at the Fountains West Boulevard and West Road intersection by no later than the date of issuance of the Certificate of Completion or the date of submittal of the plat. The developer has since submitted the plat application; therefore, using the traffic methodology established in the 2018 traffic study for Greens at Forest Lake, this subdivision's proportionate share comes to 10.6%, approximately $27,636.21, of the $260,719 (2018 estimated cost) traffic signal. The developer has remitted his proportionate share payment in the amount of $27,636.21. In terms of facilities and services, the development will be served by two (2) stormwater ponds along the west and east sides of the site, and reclaimed water services will be provided by the City. Potable water and sanitary sewer will be provided by Orange County Utilities (OCU),and further coordination between the City, County and Greens at Forest Lake Subdivision will be needed prior to issuance of permits because the Greens atForest Lake Subdivision has utility lines along the south side ofDesert Candle Drive. With respect to schools, the Preliminary Subdivision received a Capacity Encumbrance Letter (CEL) indicating that school capacity for the proposed 48-lot subdivision is available. The CEL expired on November 16, 2022; however, by State Executive Orders in response to Hurricanes Ian and Nicole, Orange County Public Schools (OCPS) extended the expiration date tQMay 15.2O23.The applicant has also requested @nextension Vfthe CEL, and that request was subsequently approved, and the CEL now has an expiration date ofMay 1O,2O25. With respect to emergency services, fire service is available 2.30i|es from the property, and fire service can beprovided within 85-noinUh8response time. Police services can b8provided within 8n11-minute response time for non -emergency services. In tSnnS of special districts, the site is |DC8t8d within the VV8kiv8 Study Area; however, it does not contain any Type A Soils or karst features requiring the minimum 35% open space preservation. This item went to the City Commission on the Consent Agenda at its August 15'2023 meeting. At this meeting, the Greens at Forest Lake Homeowners Association (Greens HOA) President addressed the Commission regarding the concerns 0fthe Greens HOA. These concerns were relative UJthe single point Of entry, twelve (12) homes on Desert Candle Drive and side street placement, amenity confusion, construction debris and road blockage, traffic signal needed at West Road and Fountains West Boulevard, conflicting HOA covenants, and home privacy. The item was pulled from the Consent Agenda with no action taken to allow staff, the applicant and the Greens HOA time to work through these issues. Based onCommission direction, City staff met with the HOApresident and two (2)other NCA board members City of Ocoee - 1 N. Bluford Avenue - Ocoee, Florida 34761 Page 140 of 253 • Sinale point of entrv: Staff explained that when the Greens at Forest Lake development came in for development in 2017, City staff worked with the developer to create public roadways in order to not only provide access to the Greens development across the West Orange (WO) Trail but to also ensure that the property at 2199 West Road (Magnolia Reserve property) did not become land locked. The creation of public roads for Greens at Forest Lake was in anticipation of future development of the subject property. In terms of the safety of cyclists and other trail users at this trail crossing, the crossing was designed and constructed in accordance with the County's requirements for trail crossings. • Homes on Desert Candle Drive and side street placement: HOA's understanding that the original site plans did not specify that twelve (12) homes would have driveways open directly onto Desert Candle Drive was incorrect. The original Land Use Plan and Preliminary Subdivision Plan (both approved at the October 18, 2022 public hearing) have always shown twelve (12) lots fronting onto Desert Candle Drive with no rear alleys. During the Preliminary Subdivision Plan (PSP) process, the exact locations of driveways are not yet determined because the PSP is primarily a conceptual plan showing the number, size and locations of the lots, the building envelop of each lot and needed infrastructure for the subdivisions Staff explained that engineering of the subdivision occurs during the Final Subdivision Plan process. Lighting, access and other safety issues will be addressed when the Maintenance of Traffic (MOT) is prepared, and as part of the Magnolia Reserve development, the subdivision (including the 12 lots facing Desert Candle Drive) will have landscaping and plantings in accordance with the Landscape Plan. In terms of the side street placement, staff explained that slight offsets in roadway alignments are not uncommon and are acceptable in residential developments. They often serve to help slow traffic. Furthermore, staff explained that shifting the Magnolia Reserve proposed roadway to align with Red Spruce Way would essentially result in the elimination of nearly half (50%) of the lots in Magnolia Reserve. • Amenity confusion: Staff explained that, while the location of the Greens amenity area is not ideal for the Greens development, it was the location selected by the Greens developer at the time Greens at Forest Lake PSP was approved. Staff explained that there are no Code issues with the location of the Greens amenity center. Also, as there would likely be a subdivision entry sign for Magnolia Reserve, the signage will help to create a distinction between the two (2) communities. Staff further suggested that the Greens HOA provide signage to inform the public that it is a private amenity area for Greens at Forest Lake residents only. • Construction debris and road blockaae: Staff explained that, as with the Greens development while it was under construction, construction debris and road blockage will be addressed in the MOT. Staff stated that the City would emphasize to the Site Contractor for Magnolia Reserves that public roads and other public access routes must be kept clear of construction debris. • Traffic sianal on West Road and Fountains West Boulevard: Staff informed the Greens HOA that City staff has met with Orange County on the need for a traffic signal at West Road and Fountains West Boulevard, and the County has indicated that a signal warrant analysis has been approved. Staff further explained that, similar to Greens at Forest Lake, this subdivision will also be required to pay its proportionate share of the cost of the traffic signal and that the City will continue to work with the County on this matter. • Conflictina HOA covenants and on -street Darkina: Staff explained that HOA covenants are not a Code issue. In terms of parking, staff explained that, like Greens at Forest Lake, the Magnolia Reserve PSP and Final Subdivision Plan includes a limited number of on -street parking spaces at both ends of the development. • Home Drivacv: The Greens HOA requested fencing taller than six (6) feet between the two (2) communities; however, Code only permits fences at a maximum height of six (6) feet. The proposed subdivision is not required to provide screening and landscape buffering because neither the Comprehensive Plan nor Code require buffering between single family residential uses. In terms of the concern regarding "townhomes back to back looking on each other", the Magnolia Reserve subdivision does not have any back to back lots nor lots with a rear yard facing or backing to the rear yards of any lots in Greens at Forest Lake. The side yards of two (2) lots (Lots 30 and 48) in Magnolia Reserve face the rear lots of a few of the Greens at Forest Lake lots. Specifically, the side yard of Lot 30 faces the rear yards of Greens Lots 125, 126 and 127, and the side yard of Lot 48 faces the rear yard of Greens City of Ocoee • • Avenue - • •e_ Florida Phone: (4 91 t1 • •-- • • Page 141 of 253 Lot 113. Townhome communities, by their nature, have smaller lots and buildings in close proximity to each other. Following the meeting with the HOA on the morning of August 28, 2023, staff met with the Magnolia Reserve project engineer and development team in the afternoon of August 28, 2023, to discuss the concerns raised by the HOA and the results of the discussion with the HOA. The development team questioned why these concerns were not raised at the Planning and Zoning Commission and City Commission hearings for the PUD Rezoning and Preliminary Subdivision Plan. They stated that it seems unfair and unrealistic for the Greens at Forest Lake HOA to request a realignment of the road that would essentially eliminate nearly half (50%) of their lots and that would cause a need to redesign and re -engineer the entire development, which would significantly delay the project. Based on the minutes of the PZC and City Commission hearings, there were no speaker forms submitted and no one spoke in favor or opposition of the proposed subdivision during either of the hearings. They stated that the Final Subdivision Plan is exactly the same as the approved Preliminary Subdivision Plan in terms of the number, size and layout of the lots, new public roadway, on -street parking, and stormwater retention areas. Staff expressed to both the Greens HOA and the development team that while the City understand the Greens HOA's concerns, there are no technical Code -related issues that warrant a rejection or redesign of the proposed subdivision as submitted. Therefore, staff continues to recommend approval of the Magnolia Reserve Final Subdivision Plan. Issue: Should the Honorable Mayor and City Commissioners approve the Large -Scale Final Subdivision Plan for the 48-lot Magnolia Reserve Townhome Subdivision to be located at 2199 West Road, assigned parcel ID # 05- 22-28-0000-00-029? Recommendations: Staff recommends the Honorable Mayor and City Commissioners approve the Large -Scale Final Subdivision Plan for the 48-lot Magnolia Reserve Townhome Subdivision to be located at 2199 West Road, assigned parcel ID # 05-22-28-0000-00-029. Attachments: 1. Magnolia Reserve Location Map 2. Magnolia Reserve Aerial 3. Magnolia Reserve Zoning Map 4. Engineering Plans 5. Landscape Plans Financial Impacts: N/A Type of Item: Consent City of Ocoee - 1 N. Bluford Avenue - Ocoee, Florida 34761 Page 142 of 253 Magnolia Reserve Townhomes Location Map -�lli - 3 \Fo�unta[ns West - - - - - - - - - - - - i �. West Bouleyar Road ------------ -------------- Oa ke Ful r,5�o S� Road Page 143 of 253 mi 5 I Page 144 of 253 'ki�ow Development Services Department n 18* arn 740 1110�� Feet Created: May 2022 �� OubjmctPmperty Zoning Classification: General Agricultural (\1) Suburbun(Ar2) Single -Family Dwelling (R'1AAA) Single -Family Dwelling (R'1A\) Single -Family Uvva||ing (R'1A) Single -Family Dwelling (R'1) One- & Two -Family Dwelling (R'2) Multiple -Family Dwelling (R'3) K4nbi|a Home Subdivision (RT'1) ' Professional Offices & Services (P-S) Neighborhood Shopping (C'1) CnmmunkyCommercial (C'2) General Commercial (C'3) Restricted Manufacturing & Warehousing (|'1) General Industrial (|'2) Cnmmannia|(PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Magnolia N�x°� �� U�U��NN�� N��0�k�� N ��NNornes Surrounding Zoning �� 8N��&NN� NN�N� ��N��U�N� �� ~= °�� " �~ N�� ~°� ~° � �� """"�� ~=�� West Road � -------- IF _----- --- ~ ~� .kvw°- X�`' 29 Page 145 of 253 A -3 ANS S %..,/ :D V S 0 -\ - VA-A-G-\O -A is I- v I 01vi- -0-v- S LEGAL DESCRIPTION BEGINNING AT A POINT 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST ONE HALF OF THE SOUTHWEST 1 /4 OF THE NORTHWEST 1 /4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, PROCEED NORTH 89°16'00" EAST 400 FEET, THENCE NORTH 550 FEET, THENCE WESTERLY 400 FEET, THENCE SOUTHERLY 558 FEET ALONG THE WEST LINE TO THE POINT OF BEGINNING, AND LYING AND BEING IN ORANGE COUNTY, FLORIDA. VEGETATIVE TYPES & CONSERVATION ZONES: A2 THERE ARE NO CONSERVATION ZONES ON SITE. THE EXISTING ON SITE VEGETATION CONSISTS SOLELY OF FLUCCS CLASSIFICATION 329: SHRUBS & BRUSH PER ENVIRONMENTAL REPORT PROVIDED BY BIO-TECH CONSULTING. C001 COVER SHEET SV-01 BOUNDARY, TOPOGRAPHIC AND TREE SURVEY C002 SYMBOLS AND ABBREVIATIONS C003 GENERAL NOTES C101 OVERALL SITE PLAN C201 UTILITY PLAN C211 ORANGE COUNTY ASSET TABLES C301 DRAINAGE PLAN C401 GRADING PLAN C501 OFFSITE PLAN & PROFILE (DESERT CANDLE DRIVE) C601 PLAN & PROFILES (STREETS A & B) C701 EROSION CONTROL PLAN C901 — C905 CONSTRUCTION DETAILS 0 C911 — C913 CITY OF OCOEE UTILITIES STANDARD DETAILS C914 — C918 ORANGE COUNTY UTILITIES STANDARD DETAILS L100 LANDSCAPE PLANS _SAA� VAJ-KA :R 0 F-1 Y) CAP 5 DEVELOPMENT, 0 'v�UiizlrA�rlo 1A •mit I Owl J woa L* 0MD 0 -JAI r 431 E. HORATIO AVENUE, SUITE MAITLAND, FLORIDA 32751 PHONE (407) 629-8330 MADDEN—ENG.COM OCU PROJECT NUMBER: 22—E-216 1 THE DESIGN IS BASED ON OCU MANUAL 2021 LLC PROJECT TEAM MEMBERS: UTILITY PROVIDERS: AARON MATSON CAP 5 DEVELOPMENT, LLC 3601 RIGBY ROAD, SUITE 300 MIAMISBURG OH 45342 PHONE: 937-435-8584 EMAIL: MATSON@CESOINC.COM CIVIL ENGINEER: MADDEN, MOORHEAD, & STOKES, LLC 431 E HORATIO AVENUE, SUITE 260 MAITLAND, FL 32751 PHONE: (407) 629-8330 CONTACT: BECKHAM@MADDEN-ENG.COM ALLEN & COMPANY 16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787 PHONE: (407) 654-5355 CONTACT: JRICKMAN@ALLEN-COMPANY.COM I 1W.11kI_ .11 111ill me IN 10161 i MAGLEY DESIGN GROUP 1817 EAST WASHINGTON STREET ORLANDO, FL 32803 PHONE: (407) 898-0223 CONTACT: RMAGLEY@MAGLEYDESIGN.COM CAP 5 DEVELOPMENT, LLC 3601 RIGSBY ROAD, SUITE 300 MIAMISBURG, OH 45342 CONTACT: BMARTINLAND@GMAIL.COM GEOTECH TIERRA 591 SUSAN B. BRITT COURT WINTER GARDEN, FL 34787 PHONE: (407) 877-1354 CONTACT. KENNETH L. SYMONDS, JR., P.E. BIOTECH CONSULTING INC. 3025 EAST SOUTH STREET ORLANDO, FL 32803 PHONE: (407) 894-5969 CONTACT. LARRY MEDLIN A WATER: OCUD/EASTERN (PW) PHONE: (407) 836-5515 A2 WASTE WATER: OCUD/NORTHWEST WATER RECLAMATION FACILITY PHONE: (407) 836-5515 RECLAIM WATER: A CITY OF OCOEE PHONE: (407) 905-3100 VICINITY MAP 1" = 2,000' ELECTRIC: DUKE ENERGY PHONE: (407) 938-6602 CONTACT: DEFUDT@DUKE-ENERGY.COM GAS LAKE APOPKA NATURAL GAS DISTRICT PHONE: (407) 656-0751 CONTACT: EHOLMES@LANGD.ORG TELEPHONE: LUMEN PHONE: (941) 815-6317 CONTACT: JOS11N.BURBRIDGE@LUMEN.COM -ONTO jS M % r No. 7 452 = o CABLE: o STATE OF 0 SPECTRUM p'��''•fi<��r.•°"�� b: a PHONE: (407) 532-8511 4rrrrr�rQ�AL�N�'\�®°° Lill, tit t,"\ O This item has been electronically signed and Z j sealed by Benjamin S. Beokham, P.E. using a Z ma digital signature and date. Printad copies of 0 4 this document are not considered siged and sealed and the signature must be verinfied on Q ran: electronic copies. V UJ t` } 0 ; y a° (srY Dirt d S All DN: c SII ..I i� ; Z -0 4:' Iif44f114 0000 V 8767 840G0 k30E6, m pjam In Beckham 2021� ►/,31 09:37:09-')4'00' N 0 N N O Z m 0 Cn w O z O W Of W cn W Q J O z C� Q Page 146 of 253 LEGAL DESCRIPTION: BEGINNING AT A POINT 30 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST ONE HALF OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, PROCEED NORTH 89°16'00" EAST 400 FEET, THENCE NORTH 550 FEET, THENCE WESTERLY 400 FEET, THENCE SOUTHERLY 558 FEET ALONG THE WEST LINE TO THE POINT OF BEGINNING, AND LYING AND BEING IN ORANGE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT OF WAY LINE OF DESERT CANDLE DRIVE AS BEING N86°58'31"W. ( AN ASSUMED BEARING FOR ANGULAR DESIGNATION ONLY ) 2. POSITIONAL ACCURACY MEETS NATIONAL GEODETIC SURVEY (NGS) THIRD ORDER, CLASS ONE, SPECIFICALLY 1:10,000, VERIFIED BY REDUNDANT MEASUREMENTS. 3. HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO NORTH AMERICAN DATUM OF 1983 (NAD83), 1990 ADJUSTMENT, STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE. 4. THE ELEVATIONS SHOWN HEREON ARE BASED ON ORANGE COUNTY DATUM PER BENCH MARK NUMBER P1624023, ELEVATION = 156.655 BEING AN ORANGE COUNTY DISC IN CURB INLET 45' +/- S.W. OF CLARCONA OCOEE RD. & 610' +/- N.W. OF N. LAKEWOOD AVE., NAVD 1988 DATUM. 5. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED UNLESS OTHERWISE NOTED. 6. THERE MAY BE EASEMENTS AND RESTRICTIONS OF RECORD AND/OR PRIVATE AGREEMENTS NOT FURNISHED TO THIS SURVEYOR OR SHOWN ON THIS BOUNDARY SURVEY THAT MAY AFFECT PROPERTY RIGHTS AND/OR LAND USE RIGHTS OF THE SUBJECT PROPERTY. 7. THIS SURVEY WAS PERFORMED WITH THE BENEFIT OF AN INSURANCE TITLE COMMITMENT, PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, ORDER NO.: 9864146, WITH AN EFFECTIVE COMMITMENT DATE: 09/17/2021 AT: 5:00 PM 8. THE LEGAL DESCRIPTION HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED IN THE ABOVE REFERENCED TITLE COMMITMENT. 9. THERE MAY BE ENVIRONMENTAL ISSUES AND/OR OTHER MATTERS REGULATED BY VARIOUS DEPARTMENTS OF FEDERAL, STATE OR LOCAL GOVERNMENTS AFFECTING THE SUBJECT PROPERTY NOT SHOWN ON THIS SURVEY. 10. THIS SURVEY WAS PERFORMED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES LISTED HEREON AND SHALL NOT BE RELIED UPON BY ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. 11. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 12. UNLESS OTHERWISE NOTED OR SHOWN HEREON, APPARENT AND/OR VISIBLE, UNOBSTRUCTED, ABOVE GROUND IMPROVEMENTS WERE LOCATED. UNDERGROUND IMPROVEMENTS, SUCH AS FOUNDATIONS AND UTILITIES, WERE NOT LOCATED, UNLESS NOTED OTHERWISE. 13. UNLESS OTHERWISE NOTED OR SHOWN HEREON, THERE ARE NO APPARENT AND/OR UNOBSTRUCTED, ABOVE GROUND ENCROACHMENTS. THE DISPOSITION OF ANY POTENTIAL ENCROACHING IMPROVEMENTS SHOWN IS BEYOND PROFESSIONAL PURVIEW AND SUBJECT TO LEGAL INTERPRETATION. 14. THE LANDS SHOWN HEREON LIE ENTIRELY WITHIN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN) ACCORDING TO "FIRM" MAP NO. 12095CO210H AND COMMUNITY NO. 120179 0210 H, DATED SEPTEMBER 24, 2021. THE ABOVE STATEMENT IS FOR INFORMATION ONLY AND THIS SURVEYOR ASSUMES NO LIABILITY FOR THE CORRECTNESS OF THE CITED MAP(S). IN ADDITION, THE ABOVE STATEMENT DOES NOT REPRESENT THIS SURVEYOR'S OPINION OF THE PROBABILITY OF FLOODING. 15. THE ABOVE DESCRIBED PARCEL(S) CONTAINS 221,493 SQUARE FEET OR 5.08 ACRES, MORE OR LESS. SYMBOL AND ABBREVIATION LEGEND: - CENTERLINE - WATER VALVE ® - ELECTRIC BOX ® - RECLAIM WATER METER ® - TELEPHONE RISER QQ - YARD DRAIN (D) - DESCRIPTION O.R.B. - OFFICIAL RECORDS BOOK LB - LICENSED BUSINESS PID - PARCEL IDENTIFICATION NUMBER -ToB- - TOP OF BANK -BOB- - BOTTOM OF BANK ABS - ACRYLONITRILE BUTADIENE STYRENE PIPE EM - CATCH BASIN le - FIRE HYDRANT VICINITY MAP: (NOT TO SCALE) FOUNTAINS WEST BLVD w s 1 " = 30' GRAPHIC SCALE 0 15 30 WEST ORANGE MEMORIAL GARDENS .• 25.00 RIM=154.19' RIM=154.16'j S/INVERT=154.27' S/INVERT=154.27'2.3'X2.3' CONCRETE COLUMN .70'_ 154.21'154.33' '155,61' ..... .J 156.01' 156., 154.50"�-, I 60 154.28" 154.34" LLL:::III 37'•68 156.10' 155.01' ,t S5.n3' 1''----., 155.23 ' 156.p6' 156.( RECOVERED 1/2" IRON 55.5' 156.E ROD AND CAP IB 1977" 0.17'S & 0.35'W ++ ,g4 `i I x i56.1' hy6� 1 50.00 EDGE OF PAVEMENT - SITE BENCHMARK SET 1/2" IRON ROD AND CAP "LB#6723" ELEVATION = 155.78' A h� Q � LEI Ue n" Q _ 6 + \O Eri Q cn E� C6 Lj o L' N� ^ o'' w I z o U) 413 ^hy h � I EDGE OF PAVEMENT I 6101i i RECOVERED 1/2" IRON _ 7ROD AND CAP "LB#5814" 5.57'N & 2.05'W 20.00 011h h�A WEST LINE OF THE NW 1/4 SECTION 5-22-28 POINT OF BEGINNING SET 1/2" IRON ROD AND CAP "LB#6723" AT A POINT 30' N OF THE SW CORNER OF THE W 1/2 OF THE SW 1/4 OF THE NW 1/4 OF SECTION 5, DESERT CANDLE DRIVEPUBLIC ES PER GREENSRIGHT W AT FOREST LAKE -AY PHASE 1 . PLAT BOOK 102, PAGES 9 THROUGH 14 25.00 _ - r 158.46' �-- 2' - EDGE OF PAVEMENT - , `t 58.63' 158 96' BACK OF CURB �- ' - .._.. .63 158.75 ,; - 159.19' 159.19' 159.08'�, � """' , „ i 158.56, , 15�' „158.81' 159.25159.23' - W ESTERLY(D) 159.30 �24" C - -59 2 • ts6.7o'` CONCRETE SIDEWALK I a' 1 N86°58 31 "W 400. 59.34' 00' x157.5' 26 RECOVE 1 K CONCRE xi57.5' - . '' ..-..._. TRACT G- v c OPEN SPACE Y ,. M .� �� - METAL PIPE 4° STUB S RIGHT OF WAY LINE OF (USE UNKNOWN) 6' VINYL FENCE -DESERT CANDLE DRIVE AND IS 0.4' E THE BASIS OF BEARINGS I LOT 128 o m c n _ DRAINAGE om (TYPICAL) ~i LOT 127 m 0 m- I TOP OF BP _ ILOT 126 ILOT 125 of ~ LOT 124 L I I' LOT 123 o L TRACT G-3 OPEN SPACE N N LOT 122 D ILOT 121 TOP OF BANK ' LOT 120 D VACANT LAND DRAINAGE GRATE ' 'I (TYPICAL) LOT 119 W r a• Q 0 - o_ 00 Er LOT 118 Q , CO W E- (< ' f w a -- of Cowl o C, CY W~ LOT 117CL Q`1 4r1 o zo "' w 1- �¢ ?' TRACT G-3 o a q OPEN SPACE e � LOT 116 m` - U u LOT 115 nff'y��'''' h II �- ! I m LOT 114 t1�TmJ " I 0 „ LOT 113 N, n 6' VINYL FENCE I� v IS0.5'E \ x D 00 yb. +^ 1N a N TRACT G-3 o . � OPEN SPACE O O OQ / toYa , f O N J 'IfM' t- W U a m ui 'zow (NO O O Ix TOWNSHIP 22 SOUTH, RANGE 28 EAST 0 30.00'(D) 0 h• 1� i �5 .... 30.00 WEST ROAD o .., + . 30.00 PUBLIC RIGHT OF - WAY VARIES - - RECOVERED NAIL AND DISK _ "LB 6097" AT THE SW CORNER WEST ROAD 30.00' OF THE WEST 1/2 OF THE SW O.R.B. 736, PAGE 273 1/4, OF THE NW 1/4 SECTION I I 5-22-28 1\ OrrocA i S88°07'18"E 400.00' ---------------N80-16'00"E(D) ------------- 14p+ WEST ROAD --------- - - - 30.00' PUBLIC RIGHT OF WAY + e6 10' DIRT TRAIL +5�' 30.00 -------------- -------------- S LINE OF THE NW SECTION 5-22-28 6' VINYL FENCE �IS 0.8' E RECOVERED 4"X4" GATE CONCRETE MONUMENT "LB#7194" 1 �....... ........ .uuuuuu uuuuuuu _ e®e e®® ®ee A L L E 1'�I COMPANY SURVEYING MAPPING GEOSPATIAL SERVICES www.allen-company.com 16 EAST PLANT STREET WINTER GARDEN, FLORIDA 34787 (407) 654-5355 _ VJ uj - -= W W W - -- ry z Q vi ry p ULL ILL ® VJ w CV o LL V a) (7) z 3: z O 0- N O L 0 ® z O U W U) 0 Ld LLL_ € U- Ld U Q U J z O_ Z W 0- O W O O O 06 Q w L0 P- U p W Q U _ E LL. Z CO m - N ") 17 -_ 04 ( _ m- o ui Ur LLJ -� 9 - ✓ f} { J ti ,� N O LL JOB #: 20210961 DATE: 6/3/22 SCALE: 1 " = 30' CALC BY: JPC FIELD BY: AT,DH DRAWN BY: JPC CHECKED BY: JLR 0 SHEET 1 OE 1 Page 147 of 253 A F P A AREA F&C FRAME AND COVER PC POINT OF CURVATURE AB ANCHOR BOLT FD FLOOR DRAIN PCC POINT OF COMPOUND CURVATURE ABD ABANDONED) FDN FOUNDATION PEP POLYETHYLENE PIPE AC ACRE(S) FDOT FLORIDA DEPARTMENT PFGP PROFILE GRADE POINT AC -FT ACRE FOOT/FEET OF TRANSPORTATION PI POINT OF INTERSECTION ACP ASBESTOS CEMENT PIPE FF FINISHED FLOOR P/L PROPERTY LINE ADDL ADDITIONAL FG FINISHED GRADE POB POINT OF BEGINNING ADT AVERAGE DAILY TRAFFIC FH FIRE HYDRANT POJ PUSH ON JOINT AL ALUMINUM F&I FURNISH AND INSTALL PP POLYPROPYLENE ALT ALTERNATE FIG FIGURE PR PHONE RISER AM BEFORE NOON FIN FINISHED PRC POINT OF REVERSE CURVATURE AMP AMPERE(S) FIT FITTING PRESS PRESSURE APPROX APPROXIMATE FL FENCE LINE PROJ PROJECT ARV AIR RELEASE VALVE FLR FLOOR PROP PROPOSED ARVV AIR RELEASE VACUUM VALVE FLEX FLEXIBLE PRVC POINT OF REVERSE VERTICAL CURVE ASPH ASPHALT FLG FLANGE PSF POUNDS PER SQUARE FOOT ASSY ASSEMBLY FM FORCE MAIN PSI POUNDS PER SQUARE INCH AVE AVENUE FND FOUND PT POINT OF TANGENCY AVG AVERAGE FPH FEET PER HOUR PVC POLYVINYL CHLORIDE AZ AZIMUTH FPM FEET PER MINUTE PVMT PAVEMENT B FPS FEET PER SECOND PWR POWER FT FEET/FOOT Q BFP BACKFLOW PREVENTER FTG FOOTING BL BASELINE C Q FLOW RATE BLDG BUILDING R BLVD BOULEVARD GA GAUGE BM BENCH MARK GAL GALLON R RADIUS BND BOUNDARY GALV GALVANIZED RCP REINFORCED CONCRETE PIPE BO BLOWOFF GM GAS MAIN RCPA REINFORCED CONCRETE PIPE ARCH BOC BACK OF CURB GPD GALLONS PER DAY RD ROAD BOT BOTTOM GPH GALLONS PER HOUR RDY ROADWAY BRG BEARING GPM GALLONS PER MINUTE RED REDUCER BS BOTTOM OF SLOPE GPS GALLONS PER SECOND REF REFERENCE BV BUTTERFLY VALVE GR GUARD RAIL REINF REINFORCED) GRD GROUND/GRADE REQD REQUIRED C GSP GALVANIZED STEEL PIPE REV REVISE/REVISION GV GATE VALVE RPM REVOLUTIONS PER MINUTE CAP CAPACITY GV&B GATE VALVE AND BOX RR RAILROAD CB CATCH BASIN GW GUY WIRE RT RIGHT CC CENTER TO CENTER GWT GROUND WATER TABLE RV RELIEF VALVE CEM CEMENT u R/W RIGHT-OF-WAY CF CUBIC FEET 1 I RWM REUSE WATER MAIN CFM CUBIC FEET PER MINUTE HB HOSE BIBB C` CFS CUBIC FEET PER SECOND HDPE HIGH DENSITY POLYETHYLENE J C&G CURB AND GUTTER HDW HARDWARE S SOUTH CI CAST IRON HOA HOME OWNERS ASSOCIATION SAN SANITARY SEWER CIP CAST IRON PIPE HORIZ HORIZONTAL SB SPLASH BLOCK CJ CONSTRUCTION JOINT HP HORSEPOWER SCH SCHEDULE C/L CENTER LINE HR HOUR SD SIDE DRAIN CLP CONCRETE LIGHT POLE HT HEIGHT SDN SHELF DRAIN CLR CLEAR/CLEARANCE HW HEADWALL SE SOUTHEAST CLS CLASS HWL HIGH WATER LEVEL SEC SECONDS CM CONCRETE MONUMENT HWY HIGHWAY SECT SECTION CMP CORRUGATED METAL PIPE HYD HYDRAULIC SH SHEET CMPA CORRUGATED METAL PIPE ARCH SHGWT SEASONAL HIGH GROUND WATER TABLE CND CONDUIT I SIM SIMILAR CO. COUNTY 1-4 INTERSTATE HIGHWAY S/L SETBACK LINE CO CLEANOUT IA INTERSECTION ANGLE SL SLOPE COL COLUMN ID INSIDE DIAMETER SM SHEET METAL COMP COMPLETE IF INSIDE FACE SPEC SPECIFICATIONS) CONC CONCRETE IN INCHES SQ SQUARE CONN CONNECTION INL INLET SQ IN SQUARE INCH(ES) CONST CONSTRUCT(ION) INS INSERT SQ FT SQUARE FOOT/FEET CONT CONTINUOUS INST INSTALL SQ YD SQUARE YARD(S) COORD COORDINATES) IP IRON PIPE SR STATE ROAD COR CORNER IR IRON ROD SS STAINLESS STEEL CPLG COUPLING INT INTERSECT/INTERSECTION ST STREET CPP CONCRETE POWER POLE INV INVERT STA STATION CS CONTROL STRUCTURE I STD STANDARD CTG COATING J STL STEEL CTR CENTER JB JUNCTION BOX STIR STRUCTURE CTV CABLE TELEVISION JCT JUNCTION STS STORM SEWER CULV CULVERT JST JOIST SUP SUPPORT CY CUBIC YARD JT JOINT SUSP SUSPEND/SUSPENSION CYL CYLINDER SVC SERVICE D SW SOUTHWEST L LENGTH SWK SIDEWALK DBL DOUBLE LAT LATITUDE SYM SYMBOL(S) DEG OR DEGREE LATL LATERAL SYMM SYMMETRICAL DEFL DEFLECT(ION) LB POUND SYS SYSTEM DEPT DEPARTMENT LF LINEAR FEET/FOOT T DET DETAIL LG LONG I DHWL DESIGN HIGH WATER LEVEL LIM LIMITS) T TANGENT DI DUCTILE IRON LP LIGHT POLE TB TURFBLOCK DIA DIAMETER LONG LONG T&B TOP AND BOTTOM DIAG DIAGONAL LT LEFT TBM TEMPORARY BENCH MARK DIM DIMENSION LWL LOW WATER LEVEL TC TIME OF CONCENTRATION DIP DUCTILE IRON PIPE TD TRENCH DRAIN DISCH DISCHARGE M TDH TOTAL DYNAMIC HEAD DIST DISTANCE MAINT MAINTENANCE TECH TECHNICIAN/TECHNICAL DMH DROP MANHOLE MAIL MATERIAL TEMP TEMPORARY DN DOWN MAX MAXIMUM TL TERMINAL LAMPHOLE DRN DRAIN MECH MECHANICAL TOB TOP OF BANK DWG DRAWING ME MITERED END TOC TOP OF CURB DWY DRIVEWAY MFR MANUFACTURER TOS TOE OF SLOPE MGD MILLION GALLONS PER DAY TOT TOTAL E MH MANHOLE TS TOP OF SLOPE E EAST MHC MANHOLE COVER TWP TOWNSHIP EA EACH MHWL MEAN HIGH WATER LEVEL TYP TYPICAL EC EDGE OF CONCRETE MIN MINIMUM I I U ED ENERGY DISSIPATOR MISC MISCELLANEOUS EF EACH FACE MJ MECHANICAL JOINT UD UNDERDRAIN EFF EFFLUENT MLP METAL LIGHT POLE UG UNDERGROUND EG EXISTING GRADE MLWL MEAN LOW WATER LEVEL LION UNLESS OTHERWISE NOTED E/L EASEMENT LINE MON MONUMENT UTC UNDERGROUND TELEPHONE CABLE ELB ELBOW MPH MILES PER HOUR \ / ELEC ELECTRIC MSL MEAN SEA LEVEL V ELEV ELEVATION MTG MOUNTING VB VALVE BOX ELLIP ELLIPSE/ELLIPTICAL I VC VERTICAL CURVE ENC ENCASEMENT 1 �1 VCP VITRIFIED CLAY PIPE ENG ENGINEERING) NAWTH NORTH VERT VERTICAL EOP EDGE OF PAVEMENT N NORTH VPC VERTICAL POINT OF CURVE EQ EQUAL/EQUATION NA NOT APPLICABLE VPI VERTICAL POINT OF INTERSECTION EQUIP EQUIPMENT N&C NAIL AND CAP VPT VERTICAL POINT OF TANGENCY EQUIV EQUIVALENT NE NORTHEAST W ESMT EASEMENT NG NATURAL GROUND EST ESTIMATE NIC NOT IN CONTRACT W WEST EW EACH WAY NO OR # NUMBER W/ WITH EWL ENDWALL NOM NOMINAL WM WATER MAIN EXC EXCAVATE/EXCAVATION NTS NOT TO SCALE W/o WITHOUT EXIST EXISTING NW NORTHWEST WP WATER/WEATHER PROOF EXP EXPAND/EXPANSION NWL NORMAL WATER LEVEL WPP WOOD POWER POLE EXT EXTEND/EXTENSION O WS WATER SURFACE WSWT WET SEASON WATER TABLE OC ON CENTER WT WEIGHT OD OUTSIDE DIAMETER WV WATER VALVE OE OR EQUAL WWF WELDED WIRE FABRIC OPNG OPENING WWM WELDED WIRE MESH OPP OPPOSITE ORCP OVAL REINFORCED CONCRETE PIPE I OS OUTFALL STRUCTURE YD YARD OVFL OVERFLOW YR YEAR OVHD OVERHEAD MISC & AND 0 AT A DELTA I111\ICI CENTER LINE WIRE FENCE CHAIN LINK FENCE WOOD FENCE GUARDRAIL EXISTING PLATS RETAINING WALL RIGHT-OF-WAY LINE SHORELINE SWALE SANITARY SEWER LINE CLEANOUT S BUILDING LINE CONTOURS WATER MAIN DIP PIPE REUSE WATER MAIN BACKFLOW PREVENTOR STORM DRAIN STORM SEWER MANHOLE MITERED END STORM INLET FDOT TYPE 6 INLET HIGHWAY & UTILIT BENCHMARK GUY POLE El RECOVERED 4x4 CM WOOD UTILITY POLE CONCRETE UTILITY POLE SET 4x4 CM ELECTRIC MANHOLE SET IRON ROD TELEPHONE MANHOLE RECOVERED IRON ROD TELEPHONE RISER CONCRETE ELECTRIC BOX / TRANSFORMER COUNTY ROADS WELL INTERSTATE ROADS MONITORING WELL STATE ROADS DUMPSTER WOOD AND/OR METAL RR CROSSING SIGN LIGHT POLE RR CROSSING GATE CONCRETE LIGHT POLE TRAFFIC SIGNAL POLE YARD LIGHT SATELLITE DISH MISCELLANEOUS SIGN GUY WIRE 16 15 21 22 SECTION CORNER HANDICAP PARKING EDGE OF PAVEMENT W/O CURB SPOT ELEVATION EDGE OF PAVEMENT W/CURB RAILROAD TRACKS GAS MAIN UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC • UNDERGROUND CABLE TELEVISION EASEMENT FORCE MAIN MANHOLE WATER VALVE FIRE HYDRANT WATER METER FDOT TYPE 1 INLET FDOT TYPE 2 INLET FDOT TYPE 3 INLET FDOT TYPE 4 INLET FDOT TYPE 5 INLET IE S BRICK PAVERS DIRT ROAD 8" MAPLE TREE 8" OAK TREE 8" PINE TREE 8" PALM TREE 8" MISC. TREE I111\I�� PROPERTY LINE CONSERVATION SETBACK CENTER LINE 0 0 0 — CHAIN LINK FENCE _ CONTOUR 80 - - - EASEMENT X X x — FENCE GUARDRAIL LOT LINE RETAINING WALL RIGHT-OF-WAY LINE SETBACK LINE SHORELINE SWALE TREE LINE 100 LF STS 24 HP 0 0.20% 100 LINEAR FEET STORM PIPE 24 HIGH DENSITY POLYETHELENE PIPE ® 0.20% — UNDERDRAIN 6" HDPE PIPE -' - - --- -'�- --Nw - --- DRAINAGE FLOW DIRECTION WA FDOT INLET TYPE 1 091&0 FDOT INLET TYPE 2 A FDOT INLET TYPE 3 FDOT INLET TYPE 4 FDOT INLET TYPE 5 FDOT INLET TYPE 6 MANHOLE MITERED END SECTION 111110— SLOPE DIRECTION ARROW FOR POND SIDE SLOPE 0000.00 SPOT ELEVATION IM STORM INLET kyrtvi: J100 LF SAN 8 PVC 0.40% 100 LINEAR FEET El BOUND CORNER SANITARY 8" PVC PIPE ® 0.40% SLOPE o 1 1 CONCRETE CLEANOUT 520 COUNTY ROADS 4C 1 �/ DOUBLE SANITARY SERVICE 71 1 -001 DETAIL REFERENCE FORCE MAIN C900 � � � � � PVC PIPE ® DUMPSTER MANHOLE FF=98.76 FINISHED FLOOR ELEVATION WATER & REUSE WATER TYPE A W/ FHA LOT TYPE -® GUY POLE _ wMwM wry wry wry wry — WATER MAIN PVC PIPE HANDICAP PARKING �---} 11 1 /2' BEND 22 1 /2' BEND 95 INTERSTATE ROADS xH 45' BEND LIGHT POLE 90' BEND TEE v v —C)7- SIGNS 16 15 CROSS SECTION CORNER 21 22 —N— CHECK VALVE 50 STATE ROADS -NN- DOUBLE DETECTOR CHECK VALVE DOUBLE WATER SILT FENCE SERVICE N TRAFFIC FLOW GATE VALVE PAVEMENT MARKING FIRE HYDRANT UTILITY POLE O METER BLDG OR STRUCTURE D REDUCER 0 BLOWOFF TYPE F CURB & GUTTER OHO BACKFLOW PREVENTER MIAMI CURB \2J SAMPLE POINT 901 CROSS SECTION DETAIL CEANOUT 24 RWM RWM RwM RwM RECLAIM WATER MAIN DOUBLE RECLAIM WATER SERVICE Ji r"A"M1111 a F1 .. • 1.1 IFAIIBROWN CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 u • t w • 1�LU • cr • • i• � U J J o 0 L M I- LiJ 04 z M rl Q o O 0 w N 0 Q LO o 0 n CL U M N r N 0 �rj%® 11111111 r') m° ®�®aaewarp�a �il z g `�4Ce �s a T 'z W 0 (� m z � w w C) m N T 3 cn vi z o 0 in Q > W w � o' m m Q � o Q z 0 Q V) �Nn�t1)(0r,MM0;:: m V) JOB # 22012 cc o DATE: 03/14/2023 SCALE: N/A N o DESIGNED BY: JTT j DRAWN BY: JTT -6 APPROVED BY: BSB % rn w N O N N C002 0 / Page 148 of 253 GENERAL NOTES 1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE LATEST LOCAL AGENCY DETAILS, THE FDOT "STANDARD 1 SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ADOPTED IN 1991 BY THE STATE OF FLORIDA, AND ALL SUPPLEMENTS THERETO, AND THE FDOT "STANDARD PLANS", WHICHEVER IS MORE STRINGENT. 2. ALL FDOT DESIGN INDICES ARE HEREBY INCORPORATED AS PLAN REFERENCES HEREIN. CONTRACTOR IS RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF ALL APPLICABLE INDEX DRAWINGS AND CONSTRUCTING ALL WORKS IN CONFORMANCE WITH THE FDOT STANDARD PLANS, LATEST EDITION. 3. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER MAINS, GAS LINES, ETC., AS SHOWN ON THE PLANS, WITH THE EXCEPTION OF THE LOCATIONS OF EXISTING UTILITIES AT ALL POINTS OF CONNECTION TO AND AT ALL AREAS OF CONFLICT WITH UTILITY PROVIDER MAINS, WHICH HAVE BEEN FIELD VERIFIED, HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS. 4. CONTRACTOR, INCLUDING ANY SUB -CONTRACTORS, IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE: - ACOE NATIONWIDE OR INDIVIDUAL DREDGE AND FILL - FDEP WATER DISTRIBUTION - FDEP SANITARY SEWER COLLECTION AND TRANSMISSION - FDEP REUSE - FDEP DREDGE AND FILL - FDEP NPDES GENERIC PERMIT FOR STORM WATERDISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES - FOOT DRIVEWAY CONNECTION - FOOT UTILITY - FOOT STORMWATER DISCHARGE CONNECTION - FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION PERMIT FOR IMPACTS TO PROTECTED SPECIES - LOCAL RIGHT OF WAY USE - LOCAL UNDERGROUND UTILITIES - WATER MANAGEMENT DISTRICT CONSUMPTIVE USE FOR CONSTRUCTION DEWATERING (CUP) - WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT (ERP) 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS BEFORE BEGINNING CONSTRUCTION. 6. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A LICENSED FLORIDA PROFESSIONAL LAND SURVEYOR (P.L.S.) AT CONTRACTOR'S EXPENSE. 7. DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON, OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND OWNER IN WRITING. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO DIFFERING SITE CONDITIONS WILL BE ALLOWED IF CONTRACTOR FAILS TO PROVIDE THE REQUIRED WRITTEN NOTIFICATION OF SUCH CONDITIONS TO THE ENGINEER AND OWNER. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER. 9. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR CORRECT DISPLACEMENT. 10. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD. CONTRACTOR SHALL BECOME FAMILIAR WITH AND CONFORM WITH ALL TREE PROTECTION/PRESERVATION PROVISIONS OF THE PRELIMINARY SUBDIVISION PLAN / DEVELOPMENT PLAN AND LOCAL GOVERNMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT AND MITIGATION COSTS FOR ANY TREES REMOVED THAT WERE DESIGNATED TO BE PRESERVED. 11. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED TRAFFIC CONTROL PLANS. ALL WORK SHALL BE EXECUTED UNDER THE ESTABLISHED PLAN AND FDOT, AND LOCAL AGENCY APPROVED PROCEDURES. 13. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. AS -BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE PROJECT ENGINEER UPON PROJECT COMPLETION. 15. CONTRACTOR SHALL COMPLY WITH ALL LOCAL AGENCY REQUIREMENTS FOR INSPECTION AND TESTING. 16. ALL NEW UTILITIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE SITE MUST BE INSTALLED UNDERGROUND. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER LOOP SENSORS PULL BOXES, CONDUIT TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER. 18. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH UTILITY PROVIDER'S STANDARDS AND CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 19. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO, WATER, RECLAIMED WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES. 20. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE ENGINEER WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE TIMELY CERTIFICATION OF COMPLETION TO AGENCIES AND AVOID DELAYS IN ISSUANCE OF CERTIFICATES OF OCCUPANCY/COMPLETION. 21. ALL RECOMMENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL OTHER THAN OWNER/OWNER'S REPRESENTATIVE SHALL BE REPORTED TO ENGINEER/OWNER/OWNER'S REPRESENTATIVE PRIOR TO IMPLEMENTATION. COMPENSATION WILL NOT BE ALLOWED FOR WORK THAT IS NOT AUTHORIZED BY ENGINEER/OWNER/OWNER'S REPRESENTATIVE. 22. CONTRACTOR SHALL CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF PROJECT AND ADVISE ENGINEER OF ANY DISCREPANCIES. 23. NO EXISTING MATERIAL SHALL BE USED IN NEW CONSTRUCTION UNLESS APPROVED DURING THE SHOP DRAWING APPROVAL PROCESS BY ENGINEER/OWNER/OWNER'S REPRESENTATIVE IN WRITING. 24. CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE PLAT(S), ROAD CENTERLINE GEOMETRY, AND BUILDING COORDINATES PROVIDED IN THESE PLANS. CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THAT THE PLAT IS CURRENT PRIOR TO CONSTRUCTION. 25. CONTRACTOR SHALL CONFIRM THE BUILDING DIMENSIONS SHOWN HEREIN WITH THOSE IN THE FINAL ARCHITECTURAL DRAWINGS PRIOR TO STAKEOUT. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND VERTICAL, INCLUDING MINIMUM BUILDING SETBACKS PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT. GENERAL NOTES (CONTINUED) 26. ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS MANUAL, MATERIALS LISTS, AND DETAILS. FINAL PLAN APPROVAL DOES NOT PROVIDE EXEMPTION TO THESE REQUIREMENTS. 27. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO CONSTRUCTION. 28. THE MOST STRINGENT STANDARD BETWEEN THE CITY OF OCOEE, FDEP STANDARDS, AND THE STANDARDS SET FORTH IN THE GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY ENGINEER) SHALL BE FOLLOWED FOR ALL PUBLIC UTILITIES. 29. CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, APPROVED MATERIALS LIST, AND CITY DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE FOLLOWED. 30. AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS a. ONE PDF COPY b. ONE CAD COPY DRAWN IN STATE PLANE COORDINATES 31. ALL FINISHED FLOOR ELEVATION WILL EXCEED THE 100-YEAR FLOOD PLAIN BY A MINIMUM OF TWO FEET (2'). PAVING AND DRAINAGE 1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL PAVEMENT SECTIONS AND LOCAL AGENCY SPECIFICATIONS. THE FINISHED PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE GRADING PLAN. 2. FLORIDA LAW (F.S. 553.851) PROTECTION OF UNDERGROUND PIPELINES MANDATES THAT "NO EXCAVATOR SHALL COMMENCE OR PERFORM ANY EXCAVATION IN ANY PUBLIC OR PRIVATE STREET, ALLEY, RIGHT-OF-WAY DEDICATED TO THE PUBLIC USE, OR GAS UTILITY EASEMENT WITHOUT FIRST OBTAINING INFORMATION CONCERNING THE POSSIBLE LOCATION OF GAS PIPELINES IN THE AREA OF THE PROPOSED EXCAVATION." THIS INCLUDES ANY OPERATION UTILIZING HAND TOOLS OR POWER TOOLS WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DIGGING, BACKFILLING, DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOWING. THE EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS). 3. EXCAVATION, PAVING, AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH FDOT "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION, AND LOCAL AGENCY SPECIFICATIONS. 4. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS. 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. 6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL REPORTS PREPARED FOR THE SITE. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF ENGINEER. ENGINEER HAS RELIED ON THE GEOTECHNICAL REPORT(S) IN PREPARATION OF THE DRAWINGS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE DRAWINGS SHALL BE REPORTED TO ENGINEER/OWNER /OWNER'S REPRESENTATIVE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS, OR ACCURACY OF GEOTECHNICAL INFORMATION. 7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE DESIGNATED TO BE SAVED OR RELOCATED. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME, ANY TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL BE PROTECTED FROM DAMAGE. 8. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE SUPERVISING ENGINEER IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED. 9. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT, UNLESS OTHERWISE SPECIFIED. 10. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN STORM PIPES AND WATER MAINS/SERVICES, SEE WATER NOTES ON THIS SHEET AND FDEP SEPARATION TABLE ON UTILITY PLAN. 11. ALL PUBLIC STORM PIPE MATERIALS SHALL BE REINFORCED CONCRETE PIPE (RCP) ASTM C-76 CLASS III, UNLESS OTHERWISE SPECIFIED. LIFTING HOLES ARE PROHIBITED. 12. ALL PRIVATE STORM PIPE MATERIALS SHALL BE AS FOLLOWS: 12.1. DIAMETERS LESS THAN OR EQUAL TO 12-INCH SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) PIPE 12.2. DIAMETERS GREATER THAN OR EQUAL TO 15-INCH SHALL BE POLYPROPYLENE (PP) PIPE. 13. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 14. ALL STORM SYSTEM MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE. 15. THE CONTRACTOR SHALL USE CONCRETE WITH A MINIMUM 28 DAY STRENGTH OF 3,000 P.S.I.. 16. ALL SIDEWALK WIDTHS SHALL BE AS NOTED ON THE SITE PLAN AND SHALL HAVE 1-INCH DEEP CONTRACTION JOINTS EVERY 5-FEET AND AN EXPANSION JOINT EVERY 20-FEET (MINIMUM). MAXIMUM SIDEWALK CROSS SLOPES SHALL BE 2.00% AND MAXIMUM SIDEWALK RUNNING SLOPES SHALL BE 5.00% EXCEPT AT RAMP LOCATIONS. MAXIMUM RAMP SLOPES SHALL BE 8.33%. 17. PROVIDE FDOT TYPE III SILT FENCE ALONG THE PROPERTY LINES AND PHASE LINES AS WELL AS ANY CONSTRUCTION WITHIN THE OTHER PHASES THATIS DEEMED NECESSARY. 18, ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT DIRECTLY TO THE LOCAL AGENCY AS SOON AS THEY ARE GENERATED. CLEARANCE FROM THE LOCAL AGENCY SHALL BE RECEIVED PRIOR TO PAVING. 19. THE BASE COURSE SHALL NOT BE CONSTRUCTED UNTIL AFTER SUBGRADE CONSTRUCTION HAS BEEN COMPLETED AND REQUIRED SUBGRADE TEST RESULTS HAVE BEEN SUBMITTED TO AND APPROVED BY THE LOCAL AGENCY'S ENGINEER. 20. THE FINISHED BASE COURSE SHALL BE PRIMED WITHOUT DELAY, PROTECTED FROM HEAVY TRAFFIC, AND CONTINUOUSLY MAINTAINED FREE OF DAMAGE UNTIL THE WEARING SURFACE IS APPLIED. ALL BAD AREAS SHALL BE CUT OUT AND REPLACED PRIOR TO APPLYING WEARING SURFACE. 21. ASSUMING ACCEPTABLE CURING, THE WEARING SURFACE SHALL BE APPLIED NO SOONER THAN SEVEN (7) DAYS AND NO LATER THAN THIRTY (30) DAYS AFTER BASE COMPLETION. 22. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC. 23. ROADWAY MARKING, STRIPING, SIGNS, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD), INCLUDING SUBSEQUENT REVISIONS AND ADDENDUMS, AS PUBLISHED BY THE USDOT FEDERAL HIGHWAY ADMINISTRATION AS WELL AS FOOT AND LOCAL AGENCY STANDARDS AND SPECIFICATIONS. 24. ALL OFFSITE ROADWAY MARKING/STRIPING MATERIAL SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. PAVING AND DRAINAGE (CONTINUED) 25. ALL ONSITE ROADWAY MARKING/STRIPING MATERIAL SHALL BE PAINT UNLESS OTHERWISE SPECIFIED. 26. REGULATORY SIGNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS. 27. PAVEMENT RETURN RADII SHALL BE MEASURED TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 28. POND SLOPES AND BERMS SHALL BE SODDED TO TWO (2) FEET BELOW THE NORMAL WATER LINE (N.W.L.). IN THE CASE OF DRY BOTTOM PONDS, THE BOTTOM WILL BE SEEDED AND MULCHED UNLESS OTHERWISE SPECIFIED. 29. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL FRAME. ALL STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20 LOADING. 30. CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS, TRACTS OR MEDIANS. WHERE SUCH TREATMENT DOES OCCUR, IT SHALL BE REMOVED AND REPLACED WITH SUITABLE PLANTING SOILS ACCEPTABLE TO LANDSCAPE ARCHITECT. 31, YARD DRAINS SHALL BE NYOPLAST INLINE DRAINS AND DRAIN BASINS, OR APPROVED EQUAL, WITH CAST IRON GRATES AND WATERTIGHT ADAPTER CONNECTIONS. DOMED GRATES SHALL BE PROVIDED IN NON -SODDED AREAS. 32. ALL FIRE HYDRANT LOCATIONS SHALL BE MARKED BY PLACING BLUE REFLECTIVE PAVEMENT MARKERS IN THE CENTER OF THE NEAREST TRAVEL LANE. 33. MINIMUM LONGITUDINAL SLOPE OF CURB SHALL BE 0.30% UNLESS SPECIFIED OTHERWISE. 34. FINISHED FLOOR ELEVATION IS TYPICALLY 8" INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN. 35. CONTRACTOR SHALL REMOVE ALL MUCK DEPOSITS IN CONSTRUCTION AREAS AND AREAS TO BE FILLED. SEE GEOTECHNICAL REPORT. 36. DRAINAGE MANHOLES AND INLETS (NOT INCLUDING CONTROL STRUCTURES) IN THE PLANS ARE IDENTIFIED BY TOP TYPE ONLY. CONTRACTOR SHALL PROVIDE STANDARD DITCH BOTTOM INLET TOPS AND TYPE 'J' OR 'P' STRUCTURE BOTTOMS, SIZED AS REQUIRED TO ACCOMMODATE PIPE SIZES AND ORIENTATIONS SHOWN. SHOP DRAWINGS SHALL BE SUBMITTED WHICH CLEARLY REPRESENT SUCH DATA. 37. CONTRACTOR SHALL STABILIZE AND PROTECT ALL END WALL, MITERED END SECTION, FLARED END SECTION, ETC. STRUCTURES THROUGHOUT THE PROJECT UNTIL THE BANK SLOPES OF THE RECEIVING WATER BODY ARE STABILIZED AND ACCEPTED BY OWNER. SANITARY SEWER 1. ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 2. GRAVITY SEWER PIPE SHALL BE SDR35 PVC AND SHALL MEET ASTM D3034, UNLESS OTHERWISE SPECIFIED. 3. ALL SANITARY SERVICE LATERALS SHALL BE 6-INCH DIAMETER PVC AND SHALL END WITH A CLEAN OUT. 4. ALL SANITARY SEWER PIPE SHALL BE COLORED GREEN. 5. ALL SANITARY SEWER MANHOLES SHALL HAVE A MINIMUM DIAMETER OF 48-INCHES AND A MINIMUM ACCESS DIAMETER OF 22-INCHES. 6. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 7. FOR HORIZONTAL AND VERTICAL CLEARANCES BETWEEN SANITARY SEWER MAINS/ LATERALS AND WATER MAINS/SERVICES, SEE WATER NOTES ON THIS SHEET AND FDEP SEPARATION TABLE ON UTILITY PLAN. 8. WHERE SOIL REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY LINES, THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH, AND INSTALL THE SEWER LINE IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF THIS UNSUITABLE MATERIAL. 9. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM INFILTRATION OR EXFILTRATION TEST, WHICHEVER IS APPLICABLE. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, OR THE COMPUTED EQUIVALENT FOR SHORTER LENGTHS OF TIME. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS, CODES, AND ORDINANCES OF THE WASTEWATER TRANSMISSION AUTHORITY INCLUDING ADVANCED NOTIFICATION PRIOR TO CONSTRUCTION AND TESTING. 10. MADDEN, MOORHEAD & STOKES, LLC SHALL BE NOTIFIED A MINIMUM OF FIVE (5) FULL WORKING DAYS PRIOR TO CONSTRUCTION AND TESTING OF THE SANITARY SEWER, PHONE (407)-629-8330. 11. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS BUILT" INFORMATION RELATIVE TO INVERTS, RIM ELEVATIONS, LOCATION OF MANHOLES AND LENGTHS OF PIPE. LATERALS SHALL BE LOCATED FROM THE CENTERLINE OF THE NEAREST DOWNSTREAM MANHOLE. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF COMPLETION OF SEWER CONSTRUCTION. 12. CONTRACTOR SHALL RECEIVE SEWER CERTIFICATION PRIOR TO PLACEMENT OF BASE COURSE. 13. MINIMUM SLOPE ON ALL SANITARY SEWER GRAVITY MAINS SHALL BE IN ACCORDANCE WITH UTILITY PROVIDER'S STANDARDS AND CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 14. ALL SANITARY SERVICE LOCATIONS SHALL BE MARKED BY CUTTING AN "S" INTO THE CURB. 15. MARK RESIDENTIAL LATERALS WITH 6-FOOT HIGH PIECE OF 2"x4" PLANK PAINTED GREEN WITH LOT NUMBER CLEARLY MARKED AND AN 'S' IMPRESSED IN THE CURB. 16. AIR RELEASE VALVES SHALL BE REQUIRED AT ALL HIGH POINTS ALONG THE FORCE MAIN. 17. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT AN EVEN TRANSITION IS MAINTAINED WHERE ASPHALT PAVING ABUTS MANHOLE/VALVE COVERS IN PAVED AREAS. AT EACH OF THESE LOCATIONS THE CONTRACTOR SHALL POUR AN 8-INCH THICK CONCRETE APRON AROUND THE MANHOLE/VALVE COVER A MINIMUM OF 4'x4' AT MANHOLES, AND 2'x2' AT VALVE COVERS LEVEL WITH THE FINAL LIFT OF ASPHALT. 18. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN MANHOLE CENTERLINE. 19. INVERTS OF SANITARY SERVICE LATERALS AT THEIR CONNECTION TO SANITARY MANHOLES SHALL BE NO MORE THAN ONE (1) FOOT ABOVE THE MANHOLE INVERT. 20. PRIOR TO PAVING, CONTRACTOR SHALL VERIFY THE AS -BUILT SANITARY SEWER PIPE SLOPES. MINIMUM SLOPES SHALL BE IN ACCORDANCE WITH THE GREATER OF FDEP OR THE UTILITY PROVIDER'S MINIMUM CRITERIA. ANY LINE NOT MEETING MINIMUM SLOPES SHALL BE RELAYED BY CONTRACTOR TO MEET THE MINIMUM SLOPE REQUIREMENT AT NO ADDITIONAL COST. 21. MANHOLE LIFT HOLES AND GRADE ADJUSTMENT RINGS SHALL BE SEALED WITH NON -SHRINKING MORTAR OR OTHER APPROPRIATE MATERIAL. 22. INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH A GASKETED FLEXIBLE WATER -TIGHT CONNECTION OR ANOTHER WATER -TIGHT CONNECTION ARRANGEMENT THAT ALLOWS DIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE WALL. 23. WATER -TIGHT MANHOLE COVERS SHALL BE USED WHEREVER THE MANHOLE TOPS MAY BE FLOODED BY STREET RUNOFF OF HIGH WATER. WATER 1. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THE FIRE SERVICE, WATER LINES, CHECK VALVES, BACKFLOW PREVENTERS, GATE VALVES, ETC., SHALL BE IN ACCORDANCE WITH LOCAL AGENCY STANDARD DETAILS AND CONSTRUCTION SPECIFICATIONS. 2. ALL CONSTRUCTTON AND MATERIALS SHALL BE IN COMPLIANCE WITH AWWA STANDARDS AND IN ACCORDANCE WITH LOCAL AGENCY STANDARDS. 3. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61 AND WILL BE MARKED WITH THE NSF SEAL OF APPROVAL. 4. CONTRACTOR SHALL VERIFY SIZE AND TYPE OF EXISTING MAIN PRIOR TO ORDERING TAPPING MATERIALS FOR TIE-INS. 5. SITE CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITY SERVICES WITH FINAL ARCHITECTURAL DRAWINGS AND BUILDING CONTRACTOR. 6. SITE UTILITY WORK SHALL TERMINATE 5-FEET FROM BUILDINGS UNLESS OTHERWISE STATED. 7. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 8. THE WATER MAIN SHALL BE LOCATED ABOVE THE STORMWATER AND SANITARY MAINS AT CONFLICTS, WHERE POSSIBLE. 9. VERTICAL SEPARATION BETWEEN UNDERGROUND POTABLE WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES: 9.1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 9.2. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 10. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS: 10.1. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 10.2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. 10.3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 10.4. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. 11. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 8 AND 9 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSING, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY -OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 12. WATER LINES 2-INCHES, OR LESS, IN DIAMETER SHALL BE POLYETHYLENE TUBING. 13. WATER LINES 4-INCH TO 12-INCH IN DIAMETER SHALL BE NSF LOGO PVC PIPE CONFORMING TO AWWA C-900 AND BE DR-18. 14. ALL FITTINGS SHALL BE DUCTILE IRON (D.I.) OR GRAY IRON MECHANICAL JOINTS WITH A MINIMUM PRESSURE RATING OF 250 P.S.I. CONFORMING TO ANSI A-21.10 / AWWA C-110, OR D.I. COMPACT FITTINGS FOR DIAMETERS 4-INCH TO 12-INCH CONFORMING TO ANSI A-21.53 / AWWA C-153. 15. FROM THE POINT OF SERVICE (P.O.S.) FORWARD AS DESIGNATED BY F.S. 633, FIRE SUPPLY PIPE SHALL BE DR-14 AND TESTED AT 200 PSI FOR TWO HOURS. 16. GATE VALVES SHALL CONFORM TO AWWA C-509-87, WITH WRENCH NUT EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED AND SHALL BE IRON BODY, FULL BRONZE MOUNTED, DOUBLE DISK, PARALLEL SEAT, NON -RISING STEM VALVES WITH 0-RING SEALS AND END CONNECTIONS AS CALLED FOR ON THE PLANS. ALL TEES, CAPS, PLUGS, BENDS, VALVES, ETC., SHALL BE PROVIDED WITH GRIP RING RESTRAINTS. 17. ALL NON-METALLIC WATER MAINS SHALL BE INSTALLED WITH A CONTINUOUS, INSULATED 10 GAUGE COPPER WIRE INSTALLED DIRECTLY ON TOP OF THE PIPE FOR LOCATION PURPOSES. IN ADDITION, ALL PVC WATER MAINS SHALL BE A SOLID BLUE COLOR. ALL LETTERING SHALL APPEAR LEGIBLY ON PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. 18. SERVICE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 24, LATEST EDITION. 19. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 5-1/4" INCH PORT IS FACING THE ROADWAY BY WHICH IT IS ACCESSED. HYDRANTS SHALL BE POSITIONED NOT MORE THAN 5 FEET AWAY FROM THE CURB OR BERM OF THE ROADWAY. 20. HYDROSTATIC TESTING AND THE DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE DONE IN ACCORDANCE WITH AWWA STANDARDS. HYDROSTATIC TESTING TO BE DONE IN ACCORDANCE WITH AWWA C-600 FOR DUCTILE IRON PIPE AND C-605 FOR PVC PIPE. DISINFECTING AND BACTERIOLOGICAL EVALUATION TO BE DONE IN ACCORDANCE WITH AWWA C-651 AND RULE 62-555.340 F.A.C. 21. THE CONTRACTOR SHALL SUPPLY COMPLETE AS -BUILT INFORMATION RELATIVE TO LOCATION AND ELEVATION OF ALL WATER LINES AND SERVICES. THE INFORMATION SHALL BE SUBMITTED ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE COMPLETION OF THE WATER LINE CONSTRUCTION. 22. CONTRACTOR SHALL COORDINATE ALL UTILITIES SYSTEMS TEST SCHEDULING TO ALLOW ENGINEER'S ATTENDANCE PROVIDING MINIMUM NOTICE OF FIVE (5) WORKING DAYS. CONTRACTOR'S FAILURE TO PROPERLY NOTIFY ENGINEER MAY RESULT IN RETESTING AT ENGINEER'S OPTION AND AT CONTRACTOR'S EXPENSE. 23. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH DOCUMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TO ANY COMBUSTIBLE CONSTRUCTION. (I.E. FIRE FLOW TEST SHALL BE PERFORMED) 24. DEFLECTIONS AT PIPE JOINTS SHALL NOT EXCEED THE LESSOR OF THOSE RECOMMENDED BY THE PIPE MANUFACTURER OR UTILITY PROVIDER'S CONSTRUCTION SPECIFICATIONS. WATER (CONTINUED) 25. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED IN ACCORDANCE WITH SUB PARAGRAPH 62-555.320(21)(B)3, F.A.C. USING BLUE AS A PREDOMINANT COLOR. ALL DUCTILE IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE TOP 90 DEGREES OF THE PIPE. SAID STRIPE SHALL BE A MINIMUM 2 INCHES IN WIDTH AND SHALL BE BLUE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT APPLICATION. FOR PIPE WITH AN INTERNAL DIAMETER OF 24" OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES A LONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. 26, MARK RESIDENTIAL SERVICES WITH 6-FOOT HIGH PIECE OF 2"X4' PLANK PAINTED BLUE WITH LOT NUMBER CLEARLY MARKED AND A 'W IMPRESSED IN THE CURB. IT IS THE INTENT THAT EVERY LOT IS PROVIDED WITH A WATER SERVICE; THEREFORE IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A WATER SERVICE TO EACH LOT. 27. PIPE MATERIALS: PVC MAINS - ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AWWA STANDARDS AND SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITTON. PVC SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900. THE PVC SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 P.S.I. AND SHALL HAVE A DIMENSION RATIO (DR) OF 18. PIPE SHALL BE THE SAME O.D. AS DUCTILE IRON PIPE. PVC JOINTS - SHALL BE IN ACCORDANCE WITH ASTM D3139. DUCTILE IRON MAINS - SHALL CONFORM TO ANSI/AWWA C150/C151. A MINIMUM OF CLASS 50 PIPE SHALL BE SUPPLIED. DUCTILE IRON JOINTS - SHALL BE IN ACCORDANCE WITH ANSI A21.11 AND AWWA C111. SERVICES - SHALL BE IN ACCORDANCE WITH AWWA C901/C800 STANDARDS FOR POLYETHYLENE TUBING, CLASS 160. 28. WATER MAIN CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF THE UTILITY PROVIDER. ALL VALVES SHALL BE OPERATED BY UTILITY PROVIDER PERSONNEL ONLY. 29. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT SHALL CONTAIN NO MORE THAN 0.2% LEAD. 30. NEW OR ALTERED FIRE HYDRANT LEADS SHALL HAVE A MINIMUM INSIDE DIAMETER OF 6-INCH AND SHALL INCLUDE AN AUXILIARY VALVE. 31. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF A LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. 32. CONTRACTOR SHALL NOT ACTIVATE WATER SERVICE UNTIL FDEP HAS CLEARED THE SYSTEM FOR USE AND THE CLEARANCE LETTER HAS BEEN RECEIVED BY THE OWNER. 33. ENGINEER RESERVES THE RIGHT TO WITHHOLD AUTHORIZATION OF PAYMENT FOR ANY PORTION OF THE UTILITIES PIPE WORK WHICH HAS NOT BEEN TESTED, OBSERVED BY ENGINEER, AND REPORTED TO CONFORM TO PROJECT SPECIFICATIONS. RECLAIMED WATER 1. POLYVINYL CHLORIDE PLASTIC PIPE (PVC) 4-INCH THROUGH 12-INCH SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI/AWWA C900 (LATEST EDITION) AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI AND HAVE A DR (DIMENSION RATIO) OF 18. PIPE SHALL BE PURPLE AND LABELED "RECLAIMED WATER" OR "NON POTABLE WATER" PROMINENTLY ON EACH PIPE JOINT. JOINTS SHALL BE OF THE PUSH -ON TYPE AND COUPLINGS SHALL CONFORM TO ASTM D3139 DR18 PIPE. 2. DUCTILE IRON PIPE (DIP) SHALL BE STANDARD PRESSURE CLASS 350 IN SIZES 4-INCH THROUGH 12-INCH AND CONFORM TO ANSI/AWWA C150/A21.50 (LATEST EDITION). ALL DUCTILE IRON PIPE SHALL HAVE CEMENT MORTAR LINING AS SPECIFIED IN ANSI/AWWA C104/A21.4 (LATEST EDITION). PIPE JOINTS SHALL BE OF THE PUSH -ON RUBBER GASKET TYPE CONFORMING TO ANSI/AWWA C111 /A21.11 (LATEST EDITION). 3. PIPE SIZES GREATER THAN 12" IN BOTH PVC AND DUCTILE IRON SHALL BE SEPARATELY SPECIFIED ON THE PLANS; WITH THICKNESS CLASSES TO BE SHOWN BASED ON WORKING PRESSURES, PIPE DEPTH AND TRENCH CONDITIONS. 4. COMPACT FITTINGS FOR DUCTILE IRON PIPE AND PVC C900 PIPE SHALL BE DUCTILE IRON AND SHALL CONFORM TO ANSI/AWWA C153/A21.53 (LATEST EDITION) AND SHALL BE CEMENT LINED IN CONFORMANCE WITH ANSI/AWWA C104/A21.4 (LATEST EDITION). 350 PSI MINIMUM PRESSURE RATING. 5. GATE VALVES SHALL BE RESILIENT SEAT AND SHALL CONFORM TO ANSI/AWWA C509 (LATEST EDITION) WITH 2-INCH SQUARE WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. MANUFACTURER'S CERTIFICATION OF THE VALVES' COMPLIANCE WITH AWWA C509 (LATEST EDITION) AND TESTS LISTED THEREIN WILL BE REQUIRED. VALVES SHALL BE CLOW MUELLER KENNEDY M&H AMERICAN DARLING, OR APPROVED EQUAL. 6. VALVE BOX PADS SHALL BE 18"x18"x4" THICK CONCRETE WITH FOUR (4) REINFORCING BARS. PAD IS TO BE SET AT FINISH GRADE. 7. UNDERGROUND VALVE IDENTIFICATION (UVI) MARKERS SHALL BE PROVIDED AT EACH VALVE LOCATION. MARKERS SHALL BE 3-INCH DIAMETER AND 1/8-INCH THICK SOLID HARD BRASS WITH 1/4-INCH ROD ANCHOR WITH "TAMPER -PROOF" HOOK END. SURFACE SHALL BE ENGRAVED WITH 1/4-INCH TO 3/8-INCH CAPITAL LETTERS APPROXIMATELY .015-INCH DEEP - HAND PUNCHED LETTERS NOT ACCEPTABLE. FOR MARKER TEXT, REFER TO UNDERGROUND VALVE MARKER DETAIL. SURFACE GROUND SMOOTH AND EPDXY COATED TO PREVENT TARNISHING. MARKERS ARE TO BE WAGCO MARKERS, OR APPROVED EQUAL. 8. AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO PERMIT ESCAPE OF TRAPPED AIR. THE VALVE SIZE, LOCATION, AND METHOD OF INSTALLATION SHALL BE INDICATED ON THE DRAWINGS, OR AS DIRECTED BY THE ENGINEER. AIR RELEASE VALVES SHALL BE VALMATIC OR APPROVED EQUAL. 9. VALVE BOXES ON BURIED RECLAIMED WATER SHALL BE ADJUSTABLE, CAST IRON CONSTRUCTION, WITH A MINIMUM INTERIOR DIAMETER OF 5-INCH WITH COVERS CAST WITH THE INSCRIPTION IN LEGIBLE LETTERING ON THE TOP: RECLAIMED WATER. BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE, AND SHALL BE MANUFACTURED BY MUELLER COMPANY, MODEL 10364, OR APPROVED EQUAL. 10. PIPE INSTALLATION OF PVC RECLAIMED WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM D2774 (LATEST EDITION). INSTALLATION OF DUCTILE IRON PIPE RECLAIMED WATER MAIN SHALL BE IN CONFORMANCE WITH AWWA C600 (LATEST EDITION). 11, RECLAIMED WATER SYSTEM PIPES SHALL BE INSTALLED SO AS TO GIVE A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER OF PIPE TO CENTER OF PIPE) FROM POTABLE WATER LINES AND MINIMUM 3-FOOT SEPARATION FORM OUTSIDE WALL TO OUTSIDE WALL AS WELL AS 18-INCH VERTICAL SEPARATION. IN THE CASE OF A CONFLICT WHERE THESE SEPARATIONS CANNOT BE MAINTAINED THE REUSE MAIN SHALL BE UPGRADED TO DIP. 12. COMPACTED BACKFILL SHALL BE TO 98 % MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 UNDER ALL PAVEMENTS WITH 12-INCH MAXIMUM LIFT THICKNESS. OTHER COMPACTION OF BACKFILL SHALL BE TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 WITH 12-INCH MAXIMUM LIFT THICKNESS. SEE PIPE TRENCHING DETAILS. 13. MINIMUM COVER OVER ALL PIPE SHALL BE 36-INCHES FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. RECLAIMED WATER (CONTINUED) 14. INDICATOR TAPE SHALL BE BURIED IN THE RECLAIMED WATER MAIN TRENCH 18-INCH DIRECTLY ABOVE THE MAIN. A CONTINUOUS COPPER DETECTOR WIRE SHALL BE ATTACHED AS SHOWN ON THE PIPE DETECTOR WIRE MARKER DETAIL. INDICATOR TAPE SHALL CALL OUT THAT A RECLAIMED OR NON POTABLE SYSTEM IS BELOW. PIPE SHALL BE COLOR CODED PURPLE IN ADDITION TO MARKINGS. SIGNS IN ENGLISH, SPANISH, AND INTERNATIONAL SYMBOLS SHALL BE INSTALLED NOTING THAT NO DRINKING IS ALLOWED. CONTINUITY CHECK WILL BE PERFORMED AND MUST BE ACCEPTABLE. 15. ALLOWABLE LEAKAGE FOR PVC PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA M23. 16. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL CONTACT LOCAL AGENCY, UTILITY PROVIDER, AND ENGINEER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. NO TESTING WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 17. THE RECLAIMED WATER SYSTEM SHALL BE TESTED FOR LEAKAGE AT 150 PSI FOR TWO (2) HOURS PER UTILITY PROVIDER STANDARDS. 18. ALL RECLAIMED WATER PIPES SHALL BE INSTALLED USING WATER PIPE CRITERIA. MAINS SHALL BE CLASS 52 D.I. PIPE. IF 24-INCHES TO 30-INCHES OF COVER IS PROVIDED AND CLASS 51 IF 30-NICHES TO 36-INCHES OF COVER IS PROVIDED. 19. SIGNS SHALL BE POSTED IN THE VICINITY OF PUBLIC RECLAIMED WATER RECLAIMED WATER IRRIGATION SYSTEMS, ADVISING THE PUBLIC THAT RECLAIMED WATER IS PRACTICED. IMIND THE 7TH EDITION OF THE FLORIDA FIRE PREVENTION CODE IS HEREBY INCORPORATED NFPA 1, 2021 EDITION NFPA 13, 2022 EDITION NFPA 14, 2019 EDITION NFPA 24, 2022 EDITION NFPA 101, 2021 EDITION DEMOLITION NOTES 1. EXISTING UNDERGROUND UTILITIES, UNLESS OTHERWISE NOTED, MAY BE CAPPED/PLUGGED AND ABANDONED IN PLACE EXCEPT WITHIN 30 FT. OF BUILDING. CAPPED AND PLUGGED PIPE ENDS SHALL BE ENCASED IN CONCRETE, 6" MINIMUM THICKNESS AROUND PIPE. MANHOLE BASES MAY BE LEFT IN PLACE PROVIDED THAT PIPE OPENINGS ARE PLUGGED AND REMAINING BASES ARE FILLED WITH CONCRETE 6" MINIMUM ABOVE HIGHEST INVERT. 2. CONTRACTOR SHALL BE KNOWLEDGEABLE OF THE CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE FOR PROTECTING ANY EXISTING FACILITY SO DESIGNATED OR DESIGNATED TO BE UTILIZED IN THE WORK. 3. CONTRACTOR SHALL REMOVE ALL FOUNDATIONS, CONCRETE SLABS, AND UNDERGROUND STRUCTURES EXISTING ON THE SITE AT THE TIME OF BIDDING UNLESS OTHERWISE DIRECTED. 4. CONTRACTOR SHALL COORDINATE WITH APPLICABLE UTILITY COMPANIES AND BE RESPONSIBLE FOR THE TERMINATION, CAPPING -OFF AND REMOVAL OF ALL UNDERGROUND AND ABOVE -GROUND UTILITY SERVICES EXISTING AT THE TIME OF BIDDING UNLESS DIRECTED TO BID OTHERWISE. 5. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND DISPOSING ALL WASTE MATERIALS CONSISTENT WITH ALL RULES AND REGULATIONS APPLICABLE TO THE SPECIFIC MATERIAL FOUND. V . _ . , 0 _ 5 1. THE EXISTENCE AND LOCATION OF ANY OVERHEAD OR UNDERGROUND UTILITY LINES, PIPES, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A RESEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD UTILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT AND SHALL BE RESPONSIBLE FOR ALL COST AND LIABILITY IN CONNECTION WITH. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 G 0 Z rn VJ Z w : rl I_ 0 0 �- Z L`U ry -I O ry," w U-i cr �^^ VJ w U-i Z 9= w Q 0 0 z w o 0 0 O Q0 O U U J J 0 0 M (- w 'Nd Z t:: M �V)'t 0- Q o 0 0 W r ::) W m m 0 � a LO 0 n CL Q 0 tM N r- N 0 � o .ss ss il (25 •- w(e -r > s«® 1z I a w .°f ? % z III, id�A� z v w m F z w W U cn z w o :2 � a w of o `n U O L'- Ml O N � N C) U) � z N n O O U-) T Ld n > 7) w ckf Elf 3 7 w L, _ � P- Q 0 � o O J a w z w 0 JOB # 22012 rn 00 o DATE: 03 / 14 / 2023 01 SCALE: N/A N0 DESIGNED BY: JTT j DRAWN BY: JTT a APPROVED BY: BSB % rn c Uj 1-1 0 N C003 0in Page 149 of 253 / ♦ A r, - L L_ T ! �' iL - MATCH EXISTING CURB (�- . l� MATCH EXISTING SIDEWALK ------- MATCH EXISTING CURB -- 32+C:0 33+00 I - -- - I -- - 4+00 o MATCH EXISTING SIDEWALK 3 00 5' EXISTING SIDEWALK / - I - - 36+00 7 7- R27' I R27' -- ------I --- - 37+ END 6' VINYL FENCE I _ 5' EXISTING SIDEWALK (BY OTHERS) -4 27 22 22', ------ 22 22 27'Mo -_ - 25 i - .. - 22 22' 22' 27' s STOP SIGN, BAR r- AND --- 901CROSSWALK TYP -- , ---212 - - _ i I 18 X 6 CONCRETE PAD TO i PROPERTY BOUNDARY (TYP.) 1 2 3 ri -;p_ L _ 4-'� i _ � COVER ENURE METER ASSEMBLY �2 6 ! PER CITY DETAIL UT209C o f o ;n I 4 14 A A I-- , o 0 0`0 f o �) 904 5' CONCRETE SIDEWALK 46 47 48 1J0 C90I (TYP.) o o I + - o -11' ROW U11LIZA11ON EASEMENT C - FOR PRIVATE PARKING (IYP.) A2 r 5 AIT 90 - - I 27 30 � - 22 $ 22 / r; 2 (BUILDING PAD 22 -- 27 I , - i I (TYP.) - 20 aT -- 27 - 31 / -- - 2 --- ; I 2 22 � , , � 105 � � MS ACCESSIBLE PARKING 22 1 22 j I 27 \�---------___ R- - - -- 'SPACE 1J - --- N -- - 7 1 42 05 I I N 1 ^II l 4' ALUMINUM PICKET FENCE (n?. i 1 1 N --- - ! _ 105 1A I (SEE LANDSCAPE PLANS) a4 , j N ! I I PROPERTY BOUNDARY , A\ �N; ,---I 4 PRELIMINARY OIMETRICLIGHT TO B-- LOCATIONS 1 -"-_ 7- - - I 105' N 2 !I TED SEPARATELY BY ENERGY -ROE DER MIT LI ?T TRACT B N -_ ! i + ! ! 105' ---- p r ! J j 1 POND 1 N------- 4 N 105 90 40 �, 4' ALUMINUM PICKET FENCE (TYP.) , I N I 10 J--- TRACT A -- N-- (SEE LANDSCAPE PLANS) -- PUBLIC ROW d --- ; - ( -- I --, 39 ! ! T 1 105' -----_ -----, --- -- N, i 105' i r= N -�: I i 5 SIDEWALK TYP. I I ( ) I N ! �N J ° I 105' ----I-----,---N �N t--- i - ! - - 38 - N - hI N, -- LTI_I 105' ;II JI2 1 I �' DOUBLE GAlE 2 1 2 2,' I I 0 ---- 1 N N DOUBLE GALE - 37 L _- 1 H - 2 1 ! , _ 0) r � I 10 LANDSCAPE BUFFER � , --- I II 'I - ! I .P I 105 I -- �, 1 N ------- ' 1RACT C ' GREAT LAWN GARDEN AREA a ---- 105 I I + � I � POND 2 I I 1 m' 33' PROPOSED -� r l j II DOG PARK50 I R.O.W. � I 5 _ �C---- -105 CN t ----_ - I I PROPERTY BOUNDARY it I I 13 , _ 36 t 105'' I I I `� 1 , °i !I i 105 1 u-' _` I N ----- JI , -- -- - - , N, --1-----' ---- ---- 1 1 i 14 1 N "--- 24 -.., 2 N 3 5 ? ) (i T - N 1 2 1 1 n.� 1 N MI CUR(TYPB 98f°+ --- I MOT MIA -� _- - --- � I � 105 .P .�, 3 4 - -. N - I- - _ CN �, �" I N 1 1 105 _[_ , I I� I L_ TRACT B - 70' OCU UTILITY 105' 1I PROPOSED POND 1 N EASEMENT -- I 1 16 !- N __ N----- - _ ' r y� _ N 110 UTILITY EASEMENT 1 - 1010 UTILITY EASEMENT--- - A - --- --- -. N 2 TO CITY OF OCOEE TO CITY OF OCOEE 1 � - 105 -- BUILDING PAD N_- ;I I - _ N, (TYP.) !- 17 N N--- ---------- --- (TV.) ' 32 - -=L-- - -_-- N t I I I N TRACT A 105' 1 - _ PUBLIC ROW ' I - 2 II � J_ 18 CN N� `° 321 CONCRETE BUMPER I - 105' -__ ! Q - --= - __ 5, GUARD (TYP.) `N' 27' 22' I 22 i 22 I 22 27 _.___.�.�. 16�� 27 � - I ' � 22 22 30-2 22 7/ �I_,T I 9' x 20' STANDARD PARKING SPACE (TYP.) 1 -- _ _ 11' ROW UlILJZA11ON EASEMENT i C, FOR PRIVATE PARKING (TYP.) A2 RETAINING WALL -_ A- 142' - �•�- 27' 22' 22' 22' 22' _ � = 27' � GRAPHIC SCALE 30 0 15 30 60 I I I I 20' REAR SETBACK ( IN FEET ) 1 inch = 30 ft. 6 UNIT 5' SIDE 60' 25' FRONT 2' MIN. SETBACK TRACT TABLE: 1 TRACT ID LAND USE OWNERSHIP MAINTENANCE AREA (AC/%) T A RIGHT OF WAY CITY OF OCOEE CITY OF OCOEE 0.83 16.28% B STORMWATER / OPEN SPACE CITY OF OCOEE H.O.A. 0.77 15.12% C STORMWATER / OPEN SPACE CITY OF OCOEE H.O.A. 0.75 13.78% SINGLE FAMILY LOTS PRIVATE PRIVATE 2.74 53.85% TOWNHOUSE LOT MINIMUM SETBACKS CSC TOTAL 5.08 100.00% UDC TYPICAL UNIT TO DRIVEWAY CONNECTION DETAIL NOTE: STORMWATER PIPES OUTSIDE OF ROW WILL BE OWNED BY THE HOA WITHIN THE PROPERTY N • T. S • BOUNDARY. DUVALL PIPE ON WEST ORANGE TRAIL PROPERTY WILL BE OWNED/MAINTAINED BY ORANGE COUNTY - 1. PARCEL ID NUMBER 2. LAND USE _ EXISTING (CITY OF OCOEE) )� 3. ZONING EXISTING (CITY OF OCOEE) 4. UNIT TYPE 5. TOTAL LAND AREA 6. PROPOSED UNITS 7. PROPOSED DENSITY B. MINIMUM LOT SIZE 9. MINIMUM LIVING AREA 10. MAX BUILDING HEIGHT 11. OPEN SPACE REQUIRED, 30% NET AREA PROVIDED, INCLUDING DRY RETENTH 12. RECREATION 13. SCHOOL AGE POPULATION 14. VISITOR PARKING SPACES 15. BUILDING SETBACKS FRONT REAR SIDE CORNER 16. BUILDING SEPARA11ON REAR TO REAR SIDE TO SIDE REAR TO SIDE 17. U11UTY IMPACTS WATER SEWER FIRE 18. TRAFFIC GENERATION SOILS LEGEND 19. IMPERVIOUS SURFACE 0 MIN AN in m SOILS LINE PROJECT SITE INDIVIDUAL LOTS SOIL SOIL NAME HYDROLOGIC NUMBER GROUP W_ 34 POMELLO FINE SANDS C OTAVARES FINE SAND, 46 0 TO 5 PERCENT SLOPES A SOURCE: USDA, NATURAL RESOURCE CONSERVATION SERVICE - SEMINOLE COUNTY, FLORIDA 2017 ! 5' SIDEWALK EASEMENT =_ 1 r 904 5' CONCRETE SIDEWALK j �' j o 0 0 0 LO �r -f TO CITY OF OCOEE (TYP.) T : - 5' PUBLIC ACCESS EASEMENT C901 (TYP.) o in TO THE CITY OF OCOEE (TYP.) - o ` � Q�-o 1 c o o I 0 ;n 0 O p� 19 20 21 22 23 24 ! z Ji 1, OP SIGN BAR AND 21 i it -"" 2 5 2 6 STOP 7 , F 2 1 F r�OPOSED DECORATIVE FENCE ° I I ALONG TRAIL BORDER J1 P CROSSWALK (TYP.) C9 -I _ ! I 2 8 2 9 3 0 LjJ , -�. b „ MOT MIAMI CURB 300M `- _-`27 (TYP.) C901 22 22 22 22 !• �22' ,, / ♦ ' ' j ° _ i , -.. T-- --T-- -- -- 907 5' CONCRETE �- _ `� 22 22' s 22' 22' 22' _ 27'' C901 SIDEWALK (TYP.) R/W 2 N VARIES , , y �2� 1�JE ST ROAD umm i R38' R38' =--J----_��-- - -- - A 22+00 Q TRACT A II 4* PUBLIC - - -- --- - --- PUBLIC ROW o3�nn BEGIN 6 VINYL FENCE DEAD END SIGN --- - --- - ---- -1 -_ - _ - a' - - - SIGN: "FIRE DEPARTMENT EDGE (BY OTHERS) - + 'I ------- - _ ,n CITY OF OCOEE1 ACCESS ONLY" , - , W - PUBLIC ROW DOUBLE -FACE, TYPICAL 2 N1 17 _x 11 _._ ._ ... DEAD END SIGN Q ---- ------ ... - - - - - END OF ROADWAY MARKER, TYP. C901 - PROPERTY BOUNDARY 10' ROW UTILIZATION EASEMENT C901 r ! J I [ I E_ V E _ LI I ' A ! (TYP-) FOR PRIVATE PARKING VERTICAL CURB (TYP.) _ I_?! ! I- ,� ; VA A 10' ROW UTILIZATION EASEMENT- VERTICAL CURB (TYP.) i FOR PRIVATE PARKING 4" WHITE LINE RIGHT OF WAY 20' / OF PAVEMENT ----// ACCESSIBLE PARKING 916MS SPACE & RAMP C901 MOT MIAMI CURB 211' ROW UTILIZATION EASEMENT 2 FOR PRIVATE PARKING PARK TYPICAL ON -STREET PARKING NOT TO SCALE 05-22-28-0000-00-029 HIGH DENSITY RESIDENTIAL (HDR) PD TOWNHOME COMMUNITY 5.08 AC 48 UNITS 9.44 DU/AC (GROSS) 22' x 105' 1,500 SF 35' (2-STORY) 5.08 AC x 0.30 = 1.52 AC 1.69 AC TBD 48 UNITS x 0.329 = 16 CHILDREN 22 SPACES 25' 20' 0' 15' 40' 20' 30, 48 UNITS x 350 GPD/UNIT = 16,800 GPD 48 UNITS x 300 GPD/UNIT = 14,400 GPD 1,000 GPM 0 20 PSI, 2-HOUR DURATION 343 DAILY TRIPS 29 PM PEAK TRIPS 49% 63% GENERAL NOTES: 1. THE PROJECT WILL BE BUILT IN ONE PHASE. 2. THE PROJECT WILL BE DESIGNED WITH 3 STORMWATER MANAGEMENT FACILITIES THAT WILL ACCOMMODATE THE PROPERTY. THE PONDS WILL BE DESIGNED IN ACCORDANCE WITH THE CITY OF OCOEE AND SJRWMD STANDARDS. 3. BASED UPON FIRM MAP #12095CO215F, THE SITE IS WITHIN FLOOD ZONE X. 4. WATER SERVICE WILL BE PROVIDED BY THE ORANGE COUNTY UTILITIES. 5. RECLAIMED WATER SERVICE WILL BE PROVIDED BY THE CITY OF OCOEE. 6. WASTEWATER SERVICE SHALL BE PROVIDED BY ORANGE COUNTY UTILITIES. 7. FIRE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE FIRE AND RESCUE. 8. POLICE PROTECTION SHALL BE PROVIDED BY CITY OF OCOEE POLICE DEPARTMENT. 9. ACCESS TO THE SITE WILL BE VIA FOUNTAINS WEST BLVD. TO DESERT CANDLE DR. 10. THE PROJECT ROADS WILL BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF OCOEE. THE ROAD WILL BE CONSTRUCTED CONSISTENT WITH THE CITY OF OCOEE STANDARDS AND DEDICATED AT THE CITY AT THE TIME OF FINAL PLAT. 11. COMMON OPENSPACE, RECREATION AREA, AND LANDSCAPE BUFFERS SHALL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION. LEGAL INSTRUMENT FOR HOA MANAGEMENT WILL BE ESTABLISHED BY THE DEVELOPER. 12. AT THE TIME OF DEVELOPMENT, THE PLANNED UNIT DEVELOPMENT, OR ANY PHASE PROPOSED FOR DEVELOPMENT, SHALL COMPLY WITH ALL CITY REGULATIONS AND ORDINANCES IN EFFECT AT THE TIME OF FINAL SUBDIVISION PLAN APPROVAL. 13. FINAL DEVELOPMENT ORDERS OR PERMITS MAY BE ISSUED ONLY UPON FINDING BY THE CITY THAT THE INFRASTRUCTURE ADDRESSED UNDER THE CONCURRENCY MANAGEMENT SYSTEM SHALL BE AVAILABLE CONCURRENT WITH THE IMPACTS OF THE DEVELOPMENT. 14. A HOMEOWNER ASSOCIATION WILL BE CREATED TO PROVIDE FOR THE MANAGEMENT OF COMMON AREAS AND FACILITIES INCLUDING STORMWATER MANAGEMENT AREAS AS REQUIRED BY THE CITY OF OCOEE LDC. 15. THE PROJECT CONSISTS OF SINGLE-FAMILY DWELLINGS CONSTRUCTED AS 2-STORY, CONNECTED-TOWNHOME UNITS WITH ZERO FEET BETWEEN BUILDINGS. UNITS WILL BE CONSTRUCTED IN EITHER 4 OR 6-UNIT GROUPINGS. EACH BUILDING WILL BE SPRINKLED WITH AN NFPA 13D OR 13R SYSTEM. 16. STREET LIGHTING IS TO BE PROVIDED IN ACCORDANCE WITH CITY OF OCOEE LAND DEVELOPMENT CODE. A STREET LIGHTING PLAN, INCLUDING STREET LIGHT ASSEMBLY DETAILS, SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO CONSTRUC1ION OF STREET LIGHTING. 17. NO WORK SHALL BE PERFORMED WITHIN THE WEST ORANGE TRAIL PROPERTY UN11L ACCESS EASEMENTS HAVE BEEN APPROVED BY ORANGE COUNTY BCC. 18. EXISTING SIDEWALK TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIR TO RESTORE ANY DAMAGED SIDEWALK TO CITY OF OCOEE SATISFACTION. 19. ALL EMERGENCY ACCESS ROADWAYS SHALL BE MARKED WITH SIGNAGE, MINIMUM 100-FT ON -CENTER, BOTH DIRECTIONS, DOUBLE FACED. SIGNAGE TEXT: "FIRE DEPARTMENT ACCESS ONLY". SIGNAGE SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 m 0 Z Z Q Z OL. 0 w F_ r W �+,r 0 0 Cr w _I C0 W Q \Ill 0 0 W Zo O It o U U J 0 O M W � Z M W CL Q 0 O w LIJ W m 0 Q o M CL U N r- 0 zz •° 4�, •s Kim®� - LU s� 7- �c r ®+ m �� • O LLJ Ld w (� m z w W C) U)U) Ww O O 00 LO W W O O .- 00 1")O N (D O O N 06 c� c� V) N CII ck: Z T LLI CL 0- O_ 0 0 Ul > rn 3 w � � o' z Q M W a o ~Ld Q ~ N o U5 O O J �CVt-) ,I-,n(Dr,00a-)0 J < w 0 JOB # 22012 0 03 / 14 / 2023 01 DATE: 1 " = 30' N SCALE: o DESIGNED BY- JTT (14 DRAWN BY: JTT o BSB APPROVED BY: Cn i N 0 N C101 0 i Page 150 of 253 32+C) — 1 �� CONNECT TO EXISTING 12" RWM f L \ 12" TAPPING SADDLE & 2" SQ. NUT G.V. SAN M.H. #6 CONNECT EXISTING SANITARY. EXISTING 12" RWM STA. = 33+34.93-0.0 SERVICES TO PROPOSED MAIN 33+00 _ P0605 CONNECT SERVICES - r - I, o: TO EXISTING 12" WM EXISTING r CONNECT SERVICES 12" WM / TO EXISTING 12" WM _ EXISTING E HYDRANT 0 BE RELOCATED a j( A 10' UTILITY ESMT. (TYP.) 2" G.V. I j / I Y �/� �I I I I i RECLAIMED WATER UT209c - I I 1 2 3 4G 1 METER CONFIG C913 j 5 6 I f 1.5" RPZBFP I N CONTINUE PER IRRIGATIO PROPERTY BOUNDARY (TYP.) �4 PLANS BY OTHERS A BLOWOFF VALVE, AUTOMATIC EXISTING 12" RWM \ SAN M.H. #5 CORE DRILL- STA. = 9+94.45-0.0 NEW INVERT �P0507 o z�, WET TAP EXISTING 12" WM _ 36+00 12" PE RWM WITH 12"x8" TAPPING SLEEVE -I SERVICE AND VALVE ASSEMBLY CONNECT SERVICES - t58 LF /_ TO EXISTING 12" WM ¢V EXISTING 12" WM W. 3' MIN. A-) j- - - - ---- ----- g IJ 18 PVC WM i FFE = 158.54 i r I ! 2" RWGv (TYP.) F F E = 16 0.4 3 FIRE _ 2" DCVA (TYP.) L I / SEE BUILDING PLANS FOR CONTINUATION r 2" CPVC FIRE SVC. (TYP.) FIRE E F6 j _ FIRF FIR FIRE - 7 0 42� ,— ---� LO I CNIn 00 I o o I I 41 r-- - + - 10' UTILITY ESMT (TYP.) 1 LO — �i 10' UTILITY ESMT (TYP.) CN j N I 00 ' I ' I PROPERTY 10 I `- ( - BOUNDARY (TYP.) 39 II i i I I LLJ i I POND POND 3 8 "MAG-EAST" j "MAG-WEST" 12 I I I I 37 -� �� 0 13 I I I � I � I � I � � � I 36 � � i I ' a 14 I _SAN M.H. #4 ( I LO I I I I STA. = 13+35.18-0.0 I u -- I C6 I LO 41 15 I I I I 34 N I j I C6 ' II I I 10' UTILITY EASEMENT L0 ' LL) 16 I I o ITO CITY OF OCOEEL 2 �- ' LL 2 10' U11UTY EASEMENT I + I j II ' / G \ TO CITY F OCOEE 17 70' ocu u11uTY I I 3 2 LL i --- j EASEMENT - ' ' 50' I R.o.w. 8" PVC WM 31 FIRE - FIRE FIRE o FIRE - - j * ; a 2 SVC SADDLE & I I I I CORP STOP (TYP.) FIR I i FIRE I FFE = 15(9 9.r7) I o j FIRE LINE STRIPING 923 924 I - I F F E = 15 8.2 5 A AND SIGNAGE C9o1 C9o1 �I FIRE HYDRANT ASSEMBLY 19 I " I 2 l ��- 8"x4" REDUCER 0 21 2 2 3 2 4 I I I —I — �I A 25 267 28 29 30 jj 10'TO OLITY F COEEP) A �1 4" G.V. 10' UTILITY ESMT. (TYP.. I 2" B.O. (TYP.) - 4" PVC wM TO CITY OF OCOEE 2 - \ 4" TEE A122-3 / - 3 - 4" G.V. BLOWOFF VALVE, - - - - - - - - - / �' 4" PVC WM _ - - AUTOMATIC C918 - - -- wm R.O.W. W I VARIES I - P0203 SAN M.H. #2 I - I - I - 3+ STA. = 20+65.04-6.OLmm_m-mTwPROPERTY BOUNDARY (TYP.) SAN M.H. #3 - 23 n STA. = 21+97.69-6.OL A SAN M.H. #1 \33' OCU UTILITY CITY OF OCFF 2 STA. = 23+24.33-6.OL I I _j PUBLIC R.O.W. 1 I EASEMENT / \ I Al 33' OCU UTILITY EASEMENT 374 -I LIFT STATION MODIFICATION A THE EXISTING LIFT STATION AT GREENS AT FOREST LAKE IS TO BE MODIFIED IN THE FOLLOWING WAY: 1) REPLACE PUMP IMPELLERS WITH FLYGT NP-3153-HT IMPELLER #465, 239 MM. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. UTILITY NOTES: 1. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND HORIZONTALLY) AT ALL APOINT OF CONNECTION AND AT ALL AREAS OF CONFLICT WITH OCU INFRASTRUCTURE (OCU MANUAL SECTION 2111 4.03 4C) 2. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER AND WASTEWATER LINES. �PER THE 2021 OCU MANUAL: SECTION 2210-WATER MAINS; SECTION 2310-GRAVITY MAINS; 1 SECTION 2510-RECLAIMED WATER MAINS. z3. A MINIMUM OF 3 FEET HORIZONTAL SEPARATION IS REQUIRED BETWEEN UTILITY MAINS AND CURB 9 AND STORM WATER STRUCTURES 4. ALL UTILITIES LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BE PRIVATELY OWNED AND MAINTAINED. 5. FLOW TESTS OF ALL FIRE HYDRANTS SHALL BE CONDUCTED AND FLOW TEST RESULTS PROVIDED TO CITY F OCOEE FIRE DEPARTMENT PRIOR TO ISSUANCE OF A CERTIFICATE F OCCUPANCY. 6. WATER MAINS AND FIRE HYDRANTS SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT ON TO THE SITE. 7. ALL SANITARY SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF 1x 8. ALL SANITARY SEWER PIPE SHALL HAVE A MINIMUM SLOPE OF 0.30X 9. ALL SANITARY SEWER MANHOLES SHALL HAVE A MINIMUM DEPTH OF 4 FT. 10. ALL FIRE HYDRANT VALVES SHALL BE LOCATED ON THE DOWNSTREAM END OF THE FIRE HYDRANT SUPPLY LINE AT THE TEE. 11. WATER MAINS SHALL BE CONSTRUCTED WITH FITTINGS AT ALL CHANGES OF DIRECTION. NO DEFLECTION IS PERMITTED FOR THE CONSTRUCTION OF PVC MAINS. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING FITTINGS AND SLEEVES AS REQUIRED FOR ALL CHANGES OF DIRECTION. 12. GRAVITY MAINS LOCATED OUTSIDE OF THE PROPOSED PHASE BOUNDARY WILL REMAIN PRIVATE UNTIL FUTURE PHASE IS PLATTED. 13. WATER MAINS LOCATED OUTSIDE OF THE PROPOSED PHASE BOUNDARY WILL REMAIN PRIVATE UNTIL FUTURE PHASE IS PLATTED. 14. ALL OPEN CUTS ON ROADWAY TO BE RESTORED PER CITY STANDARD DETAIL. 15. THE RECLAIM MAIN UPSTREAM OF THE METER, AND THE METER IT SELF WILL BE OWNED BY THE CITY OF OCOEE. THE RECLAIM MAIN DOWNSTREAM OF THE METER WILL BE PRIVATE. SEE CITY 2 DETAIL UT209c ON SHEET C913. 16. OPEN CUT AND REPAIR DESERT CANDLE DRIVE AS NEEDED TO INSTALL UTILITIES. REPAIR PER CITY DETAIL PWO02 ON SHEET C913. A 17. OPENINGS TO EXISTING SANITARY SEWER MANHOLES FOR NEW PIPE CONNECTIONS SHALL BE CORE DRILLED IN THE FIELD PER SECTION 2310 PART 4 F OCU 2021 MANUAL. A3 18. WORK ON EXISTING SEWER ON DESERT CANDLE ROAD WILL REQUIRE A COLLECTION SYSTEM BYPASS PLAN AS PER SECTION 3312 OF THE OCU 2021 MANUAL. FIRE PROTECTION SERVICES WILL BE PROVIDED BY CITY OF OCOEE, SO THE NEEDED FIRE FLOW (NFF) IS BASED ON CITY F OCOEE REQUIREMENTS. ARTICLE 31 OF THE CITY F OCOEE ENGINEERING STANDARDS MANUAL DETERMINES THE NEEDED FIRE FLOW SHOULD BE BASED ON THE ISO GUIDE TO DETERMINING NEEDED FIRE FLOW, LATEST EDITION. PER ISO GUIDE EDITION 06-204, CHAPTER 1, NOTE 2, RESIDENTIAL OCCUPANCIES SERVED BY AN NFPA 13R COMPLIANT SPRINKLER SYSTEM SHALL HAVE A MINIMUM NFF OF 1,000 GPM AT 20 PSI FOR A DURATION OF 2 HOURS. PER NFPA 13R, SEC. 7.1.1.1, THE SYSTEM SHALL PROVIDE AT LEAST THE FLOW REQUIRED TO PRODUCE A DI�CHARGE DENSITY OF 0.05 GPM/FT2. THE 6-UNIT TOWNHOME HAS AN EFFECTIVE AREA OF 15,840 FT . 15,840 X 0.05 = 792 GPM, THEREFORE 1,000 GPM IS THE GOVERNING NFF. TYPICAL UTILITY LEGEND ' DESCFMYTM FIRE HYDRANT ASSEMBLY y DOUBLE SANITARY SERVICE t SINGLE SANITARY SERVICE ' 4 DOUBLE WM SERVICE 0 SINGLE WM SERVICE ' * DOUBLE RWM SERVICE SINGLE RWM SERVICE N GATE VALVE '-� WM OR RWM CROSS i-i WM OR RWM TEE ►N BLOW -OFF AND VALVE 90' FIRE HYDRANT CLEARANCE DETAIL NO OBSTRUCTIONS SHALL BE PLACED WITHIN A 7�' CLEARANCE DISTANCE FROM THE REAR AND SIDES OF A FIRE HYDRANT AND NO OBSTRUCTIONS SHALL BE PLACED OR GROWN IN FRONT OF A FIRE HYDRANT. FDEP SEPARATION REQUIREMENTS UNDER 62-555.314 EFFECTIVE 8-28-2003 VERTICAL SEPARATION JOINT HAZARD HORIZONTAL SEPARATION WATER ABOVE WATER BELOW SPACING STORM SEWER 3FT MIN 12IN Pi6:F, 6IN MIN 12IN MIN 3FT MIN STORM FORCE MAIN 3FT MIN 12IN MIN 12IN MIN 3FT MIN RECLAIMED WATER IF REGULATED UNDER 62-610 3FT MIN 12IN MIN 121N MIN 3FT MIN RECLAIMED WATER IF NOT REGULATED UNDER 62-610 1OFT PREF, 6FT MIN 12IN MIN 12IN MIN 6FT MIN VACUUM SANITARY SEWER 1OFT PREF, 3FT MIN 12IN PREF, 61N MIN 121N MIN 3FT MIN GRAVITY SANITARY SEWER 1OFT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS 12IN PREF, 61N MIN 12IN MIN 6FT MIN 6IN ABOVE GRAVITY SANITARY SEWER. SANITARY SEWER FORCE MAIN 1OFT PREF, 6FT MIN 12IN MIN 121N MIN 6FT MIN SEWAGE TREATMENT do DISPOSAL SYSTEM 1OFT MIN NONE NONE NONE CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 m 0 Z Z 0 Q ~ J CL O `U_j U_j = VJ 1 1 I ■�■ 0 Z w w O � 1'T' `,J U O Q0 O U U _I o 0 M I- Lu Z n w d Q o O 0 Of m m m m LU U) N 2 Of a 0 cn r-> U n N It o %0 d' N v C1410 0 co _ 4 LU < O'Zj;� T®, U) LLJ o LLJ �ffTlltl� z w m z W w u V) z W C) U U W W O U 0 U_ (DwW U J J F_ r z F_ LLJ z z z o »gym 0000 0 LLJ LLJ Lun aQQ� � 0 0 ooocn N 0:: wck: cl:: z o w w w w a d d noon �07 00 N w w LLJ w N Cn Cn > T wOfOfwLLI rn N N w N N 471�1 o a M co I- 0 0 0 o J a �Nto) 1-Ln(Dr-000') � J F- D JOB # 22012 0 03 / 14 / 2023 DATE: 1 " = 30' N SCALE: 0 DESIGNED BY' JTT j DRAWN BY: JTT o BSB APPROVED BY: c w N 0 N C201 6 0 Page 151 of 253 PIPES I ID NUMBER PLAN 9-ITT EASTING NORTHING ELEVATION MAIN TYPE TYPE OF SHOT OONSTRUCTION METHOD MATERIAL PRESSURE CLASS MANUFACTURER COMMENTS FITTINGS I ID NUMBER )LAN SHT 0 EASTING NORTHING ELEVATION MAIN TYPE FITTING TYPE COMMENTS VALVES IID NUMBER PLAN SHT # EASTING NORTHING ELEV. VALVE TYPE MAIN TYPE HYDRANTS ID NUMBER PLAN SHT III EAS11NONORTHING ELEV. MANUFACTURER MODEL # COMMENTS PROPERTY OR EASEMENT CORNERS ID NUMBER PLAN SHT # EASnNo NORTHING mtv. BOUNDARY CORNER TYPE COMMEN15— METERS ID NUMBER I PLAN SHT # EASTING NORTHING ELEV. I MAIN TYPE COMMENTS CLEANOUTS IID NUMBER PLAN SHT # EASTING NORTHING ELEVATION COMMENTS UTILITY CROSSINGS INUMBERNUMIPLAN SHEET III EASTING 'NORTHING ELEV. TYPE COMMENTS LIFT STATION I ID NUMBER PLAN SHT III EASTING NORTHING RIM ELEV. INVER I LLV N INVERT ELV HE INVERT LLV r. lhvtXi LLV St imftXi LLV N Mtki r.LV SW �INVERT ELV W INVERT ELV NW MANUFACTURER LAMIMLINIM MANHOLES ID NU PLAN SHT # EASTING NORTHINw KmA ELM INVERT LLV N INVLKI ELV RE INVERT ELV E INVERT ELV SE INVtIfl k:LV S IINVLX1 LLV Sw ImftXi r.LV W INVERT ELV NW MANUFACTURrm CMMLNtb IL I II VALVE SIZE VALVE MANUFACTURER VALVE MODEL 0 OF TURNS TO CLOSE GEAR ACTUATOR MW RATIO SIDE ACTUATOR ACTUATOR MANUFACTURER COMMENTS ll F"A"MI 1] 11:4 m kyj role I H M MAI 111F.4111612 Ke 1 1.1 *.Ism no CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 ■ 00 0 w o Uj LL- m m < 0 w U) 0 U) F— Uj ry >I- 0 cr U-j z cf) Uj 0 w 0 z LLJ LLJ 0 (.) 0 0 0 O v) 04 71 0 C14 0 Fn 06 (14 5; LLJ LLJ 0) < z 0- 0 (D r- M M -:3 JOB # 22012 C) N DATE: 03/14/2023 SCALE: 1 30' DESIGNED BY' JTT 04 DRAWN BY: JTT APPROVED BY: BSB > IT c: 04 C14 C21 1 0 Page 152 of 253 CONNECT TO EXISTING INLET EX. EOP = 154.22 A3 S. INV. IN = 149.96 (P-22) N. INV. OUT = 149.96 (EXIST) , I° a a x -- _ --- _ m 3 P-22 20LF 15 RCP 0 2.22% j STS SIR #!-4 ' _ i ^ ---°I FOOT STORM MANHOLEi- -- I RIM=156.00ion mw --- - ' 0 ---, -- INV IN=150.41 P-21 -- --- INV OUT=150.41 P-22 r' --- -- -- --- - ---- y fF I_ J -; ---, --- -- --- ---- --- ---- --- ---- ---- -- I- I _ - - I. - I I , --- I II I i I f � : I I II I I , _ I I I -I I I I ri I I I I � __ - -- - ' r a --I - 1 (, C.> I , I I i.. I i I FFE = 158.54 I I FFE= N , �I 16 0.43 CL I - A GUTTER DOWNSPOUT COLLECTION SYSTEM WILL BE SHOWN ON BUILDING PERMIT I , II 1 GUTTERDOWNSPOUTCOLLEC110N ! I SYSTEM WILL BE SHOWN ON - - I BUILDING PERMIT I I I I P-20 24LF 15 RCP ® 0.78% _ --- , -_____---- --_I - 425-052 STS STR #CS-1--- STS STR -3 , i C903 FOOT TYPE C INLET [_-�--_----- FOOT STORM MANHOLE 425-052 _ RIM=154.66 /_ CS 1 - = INV OUT: P 20 RIM 156.00 INV IN-151.48 P-20 C903 I' ! i I IIIII 2 C901 I ,I IIII n INV OUT=151.48 P-21LO I I II I I I I CN i J I � I i , I LO i C6 W F- 1 ! PROPERTY � I PD W-- - I I , " Al1 I , I BOUNDARY (TYP.) WET DE A N N110N P 110N POND M I - ' WET DEIE OND MAG-EAST" ---- _ TOP � BERM = 157.00 STS STR 0-1 W TOP OF BERM 157.00 TOP OF POND = 156.00 FOOT TYPE 6 INLET , I -P-3 24LF 36 RCP I0 0.00% I� TOP OF POND = 156.00 _ -I L� I 100 YR, 24 HR = 155.78 0 YR 24 HR = 155.40 3 INV IN=148.17 P_7 ------ ' --- { 25 YR, 24 HR = 155.49 3 100 YR, 24 HR - 155.66 RIM-155.44 - ^ _ I I > 10 YR, 24 HR = 155.42 INV IN-146.00 P 3__ _ - CONTROL LEVEL = 151.50 L CONTROL LEVEL = 151.50 INV OUT=146 00 P-1 -STS STIR 1 --- ----FOOT STYP'E 6 INLET i i = 1 , �- JI A INV IN=146.00 P-2 r: 1 0 /� _ - 1 _ ----_ INV OUT-146.00 P-3 - � STR 430- 021 I _ INV IN=146.00 P-1 C903 430-021 STS STR -2 CONCRETE M.E.S. P 1 146LF 36 RCP F 2 :R ' CONCRETE M.E.S. 146'', .LF 36 RCP 0.00 , I C 9 0 3 INV IN=146.00 P-2 ---- . __ II - -- 2 DRAINAGE EASEMENT3-- " I I I _ 1S-1-_42�- 052, I� ----- �-�-------I i j � 23' DRAINAGE EASE BENT - °C901 Ck3° ---- -- r r� r II i I � ,_ I ZPD-Ell I C90 i i i I - Lni Old -I -Ln -----� LO -i N 00LO i " i - J I i I ° i it _ 1 _ I - I I I W :_a I I I I II I I I I i I Io L or _ V, N !i I _I CN ----------- - - I I i I a I I I i i I IS it ( , j I 158.25 FFE _ ' I I I�I I F - I FE 158.25 I 1_ I I I I I - 'I i - -I I ^I I I Li i ( I - -- - 1 _ L-- " STS STR -3 - - - -- - -- -- - - -- - - FOOT TYPE V INLET -- RIM-155.74 . _ ...,,. ' - - - _ INV OUT-149.72 P-6 - STS STR M _ FOOT TYPE V INLET ° RIM INV OUT=149.75 P-8 155.75 6 177LF 15 RCP 00.41 % - r-8 203LF 15 RCP 0 0.37% I STS STR #J-1 FOOT STORM MANHOLE RIM=156.60 J PROPERTY BOUNDARY (TYP.) INV IN=149.00 P-8 INV IN=149.00 P-6 DRAINAGE FLOW INV OUT=149.00 P-7 ARROW (TYP.) GRAPHIC SCALE 30 0 15 30 60 I I I I ( IN FEET ) 1 inch = 30 ft. NOTE: AT TIME OF BUILDING PERMIT, A BUILDING -SPECIFIC A DRAINAGE PLAN SHALL BE SUBMITTED TO CITY OF OCOEE FOR REVIEW. THE DRAINAGE PLAN SHALL SHOW A ROOF GUTTER DOWNSPOUT SYSTEM TO COLLECT ALL ROOF RUNOFF AND TRANSMIT SAME DIRECTLY TO THE NEAREST STORMWATER TREATMENT POND. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 m TO 1 Z z Q 0 w W 0 O Q W z Cf) Q Uj Q 0W ZLd o 0 vo 0 O U U J o 0 M W � Z L- M LLJ CL 0a o C)0 ftf LLJ w �m 0 it Q Ln E) M CL U N r b z Lu cc T Cy I- p w g a! ®•rye..••' C3. � 0 ILLJ �� I w %%`� o z f+tri z W m z w W C) z w U Z W N0 c-) Z a W o0U O 0 M ~ N N U C.) (/7 in ck� ck:: or_ z allo 0-Uj aa O 0 0 �� > -) > W LLI Li ILLJ 3 w ~ z oo Do J � qN o 0- O O O W C� �Nt-)',I-tC)(ol,000)0� Q .a a- 0 JOB # 22012 03 / 14 / 2023 DATE: 1 " = 30' N SCALE: o DESIGNED BY- JTT j DRAWN BY: JTT o BSB APPROVED BY: Cn c N N N C301 0 0 Page 153 of 253 \D rn 32+00 33+00 34+00 D ` 35+00 15 39�- 36+00 - C 01 55.1 - 15. _ H 157.86-157.97 I -- � o DESERT CANDLE DRIVE 1 4.75° �1�. 5C.80 157Z5 1.5.T 3 irEna _ - - 0 ^ 0155.00tt _.. 155.23 0155.7fi 56 0 . °� _r id 156.29 1. b1 7.40 ' j 57. "158,10 01581 9.01 =� 5R.72 154.85 a.,: a _ 01 �, . o z 15�' 11 .: ....: 015 �7., �15 .00 0 M.92 _ _ _/ 155.19a e 5 �, s z 01 %13 - - - y 159. 3 01 9.02 015®158.8�1 _ 155.E 6 6. 159:�7 -:0' 10- ,1 1 21 01�158.94' r 155.2 8 158.70 158.70 159.34 I - - 15.36 9. 3 1 9. l 1 157.76 ♦158.57 F E ,' ,�57.82 , n ---, - - - - 155.2b 15i -04 - I I I 15�)1�1 3 4 159.71 IJ 6 15 .94 I I 157.79 y157.ss W57:8 i �15 z I I \ I--o'15b.N9 43 44 45 155.3 E- 15 .82 I I 46 47 48 o FFE - 158.54 I FF E E 1 6 I. I 4 3 I0156.72 �,I [=� 157.16 157.43 15L48157.00 -------0157.00----_ o157.00-----"157._I I .53--p157.36---_.e1157.14----.__.___e11516.87 157.00- ._ - -._ 0157.5"1 � - A156.31 15 i.5L9 157.53 156.78----- 0157.10------0157.37 �-�157.37 157.68 I, I-*156.29 *156.31 15��--0157.00 n -----.__._.---0157.0 V157.00 L - a157.53 157 00 155.4 % I : -- ' ' Q157.00-_________ I 42 1 155-9$ *156.00 / 0156.Oc - 157.68 I 155.58 ' �157.00 A I 41 ' u� LO =2 15 ' 157.69 ' �-- W �.80 I ' 155.68 ! - - I CN - 0157.00._____ I 4 0 1 rn N n cn � a I 4J*7 i ° -- 15� .6/ �155.6s T PROPERIi 157.72 I 10 157.00 BOUNDARY I � 155.78 ' 0157.00--.-.-- \ I i E__ 3 9 ' -I ---- -15 5-s \' e155.5R W Lf ' +►155.55 I 11- 157.00 157.75 155.81 II ' � I- -- �15,0155.4j-_._.___. I ' I 12 I --- 157.00 ' 157.79 � 155.43 ' `57.00 i I 37 i 155.98 0157.53 _ I I\ r-------- _) I 15".32 o \ 0155.3 L _ J " I % -` + 0157.53 �C M _______ m157.0 157.84 C� I ' ' •M.30 155.91 0 W 156.00 ' ' I .53 I 155.30 155.960 156.04 I' L I 57.00 0 157 - I :155.3 j 15 j.35 155. 2 1575; 0157.00I ' I 157.88 ' I I 0155.40 I L_J o I I �' (� 13 I 36 � 156.00 � ' r157.On I / 0155.4 ' 0157.00 157.91 ' 1 4 J I I I *155.53 \ I ' I I 35' 156.00 0157.00--.-.--.-._.- T) 115 o c t►157.o(I I I %,157.92 n p V If 1 5 I /',I ♦155.65 3 4 ' N p I0157.00 CN 00 156,00 MZ3�.G 015,531 Lny157.0C; I 16 I � ' 157.90 I ' P157.00 LL -3 I I •1 .78 / E _ 33 I \ \ 015537 156.00 i I a155 8 0 ' I I LL1 157 0 I 17---� I / 3 2 � B --.-.-.-_.-.--. ' 0157.000155.91 I II All 55.9@ I� 1155. \ � 156.00 - - - ' I---+lIl157.0 31 I --- -� 1571,3 m157.00 j I -�►156.03 m} -.-.--.-.-.---0157.5,,1 1�1�1II �6.0 157.53 �5 57.00---157.00----0157.00 _157O--0157.36_156.93 ��155.9656.0156.40 6.24 0157.53_-_--_-.-0157.00157.33 - - 0156.38-----0156.86------a157.26 I - "157.40--- p157.00---0157-00------0157.00 157.53 1'1"7.91 I •156.16 156.00 i FFE = 158.25 � DI 157.93 I *Q28 0 FFE = 158.25 G 156.01 .5 157.53 I I E I A1157.53 157.8756.27 .5E 19 22 23 1I #156.41 415613115E.6 25 26 27 1( I 28' 29 55.89 A - - - - ' 00156.27 d156.25 ( 157.98 157.71( 155.73 - I 8-0156.1-l56.23-0156.34-- 156.45--�1156.56 156.69 - - - - 156.E 8----- 156.54 1 _ - - 156.52-�1156.43---.0156.32----0156.21--r1'56.1C �1155.97 158.16 \ -\ - - 5 .6 / 1 4 Al 6 s Ill 56.45- �--0156.43 1� 22+00 - 1 am WEST ROAD - 1, 12 W56. _ - 156.1 Cy' \0156.39 u) \ 156.97 0157.17 0156.59 �0156.95 1 - - - - - - 156.37 - - - - - - 156.19 _ 0157.09 157.07 1 1156.57 -PROPERTY BOUNDARY (TYP.) LOT LINE PL BUILDING PAD SWALE 5' VARIES (12'-16') FFE = 157.93' / 1% MIN. (\ 4:1 MAX. 1% MIN. 1% MIN. -� 4:1 MAX. 4:1 MAX. PROPOSED GRADE ------PROPOSED FENCE MATCH EXISTING OA GRADING TIE-IN SECTION NOT TO SCALE GRAPHIC SCALE 30 0 15 30 60 I I I I I ( IN FEET ) 1 inch = 30 ft. J� F11 1] 11:4 - CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 PL Q -� 20' - - 10' PROPOSED FENCE V J O 1O.'A UJI W NORMAL WATER C = LEVEL = 152.00 C POND BOTTOM 1 O 146.00 / \ PROPOSED GRADE OGRADING TIE-IN SECTION z B NOT TO SCALE 0 LOT LINE SWALE PL O BUILDING PAD 5' VARIES (16'-18') z w FFE = 160.43' _ _ PROPOSED FENCE UJI / 1% MIN. MATCH Q UJI Q( 4:1 MAX. 1% MIN. 1% MIN. EXISTING 1••` 4:1 MAX. 4:1 MAX. / R PROPOSED GRADE O w z o GRADING TIE-IN SECTION OC O NOT TO SCALE >_ U PL U -- PROPOSED GRADE 12' DRIVE J 0 VARIES 5' VARIES 2' LANE M i = _ = a "i ► N r (- W d N W -� 27L 2% 2% IL Q 0 O J MATCH EXISTING GRADE W EXISTING MIAMI CURB W � 0 a_ ODGRADING TIE-IN SECTION CL Q n NOT TO SCALE v PL 04 M SWALE LOT LINE VARIES (16'-18') 5' BUILDING PAD 0 FFE = 158.54' 1 PROPOSED FENCE I 1 MATCH 1% MIN. EXISTING 1% MIN. 1% MIN. 4 as ? 4:1 MAX. 4.1 MAX. j = � PROPOSED GRADE �•.. ®. , a LLJ `! p w z �###P►liid�A� z v E GRADING TIE-IN SECTION z Uj m NOT TO SCALE i `iLd 10' PL MAINTENANCE BERM 10' LANDSCAPE BUFFER - - - - 20'� PROPOSED FENCE L 101 10:1 PROPOSED GRADE NORMAL WATER 2 LEVEL = 15=00 Cn Z 1 POND = M BOTTOM o = 146.00 w a 0 o `n 0 OFGRADING TIE-IN SECTION N U (n NN NOT TO SCALE w z O 0 Ld PL SWALE LOT LINE w Elf rn VARIES (10'-14') 5' BUILDING PAD CN w a _ _ = FFE = 157,94' Q Q PROPOSED FENCE o o � MATCH 1% MIN. Nr7�In(0r-00m0 z EXISTING N1% MIN. 1% MIN. 4:1 MAX. 4:1 MAX. 4:1 MAX. JOB # 22012 DATE: 03 / 14 / 2023 01 PROPOSED GRADE N SCALE: 1 - 30 0 DESIGNED BY: JTT j DRAWN BY: JTT a GRADING TIE-IN SECTION APPROVED BY: BSB G NOT M SCALE N 0 N C401 0 Page 154 of 253 50' EXISTING WEST ORANGE TRAIL RIGHT OF WAY ±14' EXISTING WEST ORANGE TRAIL PAVEMENT EXISTING WEST ORANGE TRAIL EASEMENT AREA o� �x j CONSTRUCTION OPERI BE CONFINED TO EASEMENT AREA ORANGE TRAIL R ENCROACHMENT OF OR) PROPERTY OU EASEMENT IS NC 170 REMOVE AND REPLACE EXISTING SANITARY SERVICE — CONNECT TO EXISTING RWM 2" SERVICE SADDLE & CORP STOP REMOVE EXISTING SANITARY SEWER REMOVE AND REPLACE EXISTING SANITARY SERVICE " EXISTING 12" PVC RWM— SAN M.H. #6 I sTA- 33+34.93-0.00 1 33+00 + fP060_5_� "-P-22 STS STIR #J-4 STA: 32+60.56-35.47R -21 _ SAN M.H. #5 STA: 34+53.17-6.00L -EXISTING 6" PVC FM REMOVE EXISTING SANITARY PIPE REMOVE AND REPLACE F EXISTING SANITARY SERVICE ll P0507 a 5+00 a ' * . G o EXIST SAN M.H. #7 o CUT -IN NEW SANITARY SERVICES a /%V TO EXISTING SANITARY MAIN EXISTING 12" PVC WM 36+00 - EXIST. P1207_�+$017 FOUNTAINS WEST PARKWAY - START TO WEST ORANGE TRAIL 50' WEST ORANGE TRAIL RIGHT-OF-WAY DESERT CANDLE DRIVE - WEST ORANGE TRAIL TO END N N n r �LOS r�r-7 N 0) O 0)00 o O O CO a I� 0; 0; it •- N O ao Cl N= °° O14, d d 00— I'll'J 000� d d-11�— II o mo 004— mo N NNw ��11 m� Z11 ? jNN ao— h N0 II >»O U) Qp = � 11 Za w LO0z U)Z0 w zZN ZZ 0O �� 1 90 t~i) II zz N II zZ � 11 O XO < �zzZ 0 0> wti sz z � dm'— N tr?? wZ(ri wQ:lnZ t/) �— �oo II pc»� it 160 N z o z o 50' EXISTING - WEST ORANGE —� II Z it z z TRAIL ROW az a w w z 3 w Ow Psi vS ±14' EXISTING — WEST ORANGE 2" RWM SERVICE — — TRAIL PAVEMENT - SADDLE 0 TEE ---.,SEAL EXISTING d I I SERVICE TOEXI TINE 8"SPVC HED INVERT OPENING 4 l II 1_ �• I WM 1 CROSSING - - �`` I P0605 118 V SAN 8 SDR 26 0 0.32% P0 150�==- I � � 507 88 LF SAN 8 SDR 26 0 0. 32% ILI - - - - P-22 20 LF STS 15 RCP 0 2.22% EXISTING 12 WM P0405 EXISTING 12" RWM EXISTING 6" FM EXISTING 15" HP EXISTING 15" RCP - EXISTING 15" RCP - 140 EXISTING EASEMENT ACROSS WEST ORANGE TRAIL RIGHT OF WAY, PER ORANGE COUNTY RECORDS, DOCUMENT #20200129687, DATED 02/28/2020. APPROXIMATE LIMITS OF ASPHALT OPEN -CUT REQUIRED FOR UTILITY INSTALLATION. CONTRACTOR TO PROVIDE MOT PLANS TO CITY OF OCOEE FOR APPROVAL PRIOR TO WORK. CONTRACTOR TO RESTORE ALL EXISTING FEATURES TO EQUAL OR BETTER CONDITION PER OCOEE STANDARD DETAIL PWO02, SHEET C913. ORANGE COUNTY UTILITIES STANDARD NOTE: ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED (VERTICALLY AND HORIZONTALLY) AT ALL POINTS OF CONNECTION AND AT ALL AREAS OF CONFLICT WITH OCU INFRASTRUCTURE O O O to 0 (0 In 2 i0ZO zto—O N 11 ZZ X � DESIGN FINISHED GRADE w a N w y GREENS AT FOREST LAKE PRE -DEVELOPMENT SURFACE (DOES NOT EXIST) EXISTING 12 WM EXISTING 12" RWM EXISTING 8" PVC N_ t0 t0 N N t0 4'-) O t0 N r- O M N O N Il Uf N eh O M OO O N M d' of CO Of O M r7 V1 d � wi "I co co I,, n f` t\ � � � � � � � �2 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+23.20 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. ANOTE: FOR GRAPHICAL CLARITY, RECLAIM AND FORCE MAIN ARE DRAWN OFFSET. ALL PRESSURE MAINS ARE TO BE LOCATED 3' BELOW GRADE UNLESS OTHERWISE NOTED. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 V J 0 Z W z w0 O W Im o EL LU co — LLI w M r� V J U_ 0 U O z w w O 0 O V Q 11 O 0 C L � v U I J 0 0 z w Q o O w Of W )_ 5 > m m w U � Of Q LO O cfl m CL Q U to N r N p i aasrswa�®= .S J z Cj ear®_ I.P. s�S 0 6i! r 0 Ci zj -.. a Li O w F w c� m z W w v w tz N _I i= N O N LAJ Ib N z Q T o (n o z O 3 > w Ui Q' w m W > Q o �Nro,I-L (Dr,00m0 w ~ w w O JOB # 22012 DATE. 03/14/2023 SCALE: 1 "=40' N o DESIGNED BY: JTT j DRAWN BY: JTT a APPROVED BY: BS13 % c c w N O N C501 N 0 / Page 155 of 253 F1 Nm vim vim vim INM vim vqm vqm vim vtmVIM d v4m 4' ALUMINUM PICKET FENCE 4 3 A ALUMINUM PICKET FENCE (SEE LANDSCAPE PLANS) (SEE LANDSCAPE PLANS) 5 10' 40' 10' BERM BERM POND STAGES: t > � 100YR 24HR = 155.66 10:1 10:1 25YR 24HR = 10YR 24HR = MEAN ANN = 155.45 155.40 155.13 ��-- 2 TOP OF POND = 156.00 NORMAL WATER LEVEL = 151.50 (1 2 --,� 1 TOP OF BERM POND BOTTOM = 146.00 = 157.00 4' ALUMINUM PICKET FENCE (SEE LANDSCAPE PLANS) 3 a, 10' - - BERM W PD= W WET DETENTION POND SECTION 50' POND STAGES: 100YR 24HR = 155.78 5 .5 25YR 24HR = 155.49 10YR 24HR = 155.42 MEAN ANN = 155.13 NORMAL WATER LEVEL = 151.50 POND BOTTOM = 144.00 N.T.S. 7' CONC. WALK FLUSH W/ ASPHALT A7' INTEGRAL CONC. WALK DETECTABLE WARNINGS 1:12 1:12 MAX ► --•f MAX u li 4' ALUMINUM PICKET FENCE A3 (SEE LANDSCAPE PLANS) -- 10 BERM IE 10:1 TOP OF POND = 156.00 2 --t --- 1 TOP OF BERM 157.00 PD-E WET DETENTION POND SECTION N.T.S. VARIES 4" THICK 2>, II,�IIIIIIIIIillllill�,lT II,=IIIIIIIIIIIIIIIII=,II I • // o CONCRETE WALK AT 3,000 P.S.I., WOOD FLOAT FINISH SAW CUT 2-NO.4 REBARS CONTRACTION JOINTS AT 5'O.C. MIN EXPANSION JOINT COMPACTED SUBGRADE AT 20"O.C. MIN. 2"► �� 904 CONC WALK & CURB N.T.S. 5' 4" THICK 9 r"'1L lmi=., 1- CONCRETE WALK AT 3,000 P.S.I.; WOOD FLOAT FINISH SAW CUT CONTRACTION JOINTS AT 5'O.C. MIN EXPANSION JOINT COMPACTED SUBGRADE AT 20"O.C. MIN. -► A 0 9070 07 CONCRETE WALK N.T.S. 1 12" e �' e 2' �- 12" f 12" -'-I 12" �►- A 12"-."-.. 1 1 = I I I I ' I I / I } TOP OF SKIMMER = 155.60' } TOP GRATE = 155.10' ? 12 12" } 5 } BOTTOM OF SKIMMER = 154,60' t 15" RCP OUTFALL J/ STRUCTURE INVERT = 151.60' SECTION A TYPE C ,ter HANDICAP PARKING SIGN SPACE (FTP-25) 1 EOP STRIPE I STRIPE 6" BLUE 6" WHITE .*--STRIPE 20' -60' (TYP.) 18' ' (TYP.) 50:1 T MAXIMUM CROSS SLOPE=50:1 5'- - 12' 12' NOTE (TYP.) PARKING STALLS SHALL BE MARKED WITH WHITE & BLUE PAINT PER FDOT INDEX 17346. 1.NOTA CESSIBILITY: A. IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 4.1.3 SECTION (1). DATED OCT. 1997 AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4.3 SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY. DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL BE DEPICTED ON SITE PLAN. B. THE LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET CHAPTER 316.1955 OF THE FLORIDA ACCESSIBILITY CODE: RAMPS SHALL NOT EXCEED 12:1 SLOPES PARKING SPACE AND AISLE SHALL NOT EXCEED 50:1 CROSS -SLOPE. (TLO 11-16-96) 12-11-96 1/4" FIBERGLASS SKIMMER N C- NOTE: (HANDICAP SIGN ONLY) 1. ALL LETTERS SHALL BE BLACK AND SHALL CONFORM TO FDOT "DESIGN STANDARDS". 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5. BOTTOM OF SIGN SHALL BE 7' ABOVE GROUND IN ACCORDANCE WITH FDOT "DESIGN STANDARDS". 916MS HANDICAP RAMP AND PARKING STALL DETAIL - N.T.S. BY SKIMMERS INC., OR BY APPROVED EQUAL -12" MOUND DIRT OVER OUTFALL PIPE TO PROVIDE 6" MIN. COVER 2' - _ - / 2 SECTION B 15" RCP OUTFALL TYPE C CONTROL STRUCTURE DETAIL NOT TO SCALE .w.► Iffm:1 ISTI $250 FINE F.S. 318.18(6) TRUNCATED DOME SURFACE 5' CONCRETE SIDEWALK 0 p p D pDp D D p 0 0 0 R 2' -� RED BACKGROUND 4 D Q D v . D � D WHITE LETTERS DOUBLE YELLOW (WHERE NOTED ON PLANS) D PER MUTCD 28-4 (R1-1) 30" HIGH INTENSITY STOP SIGN 24" ENGINEERING GRADE STOP SIGN FOR INTERNAL SIGNANGE NOTE: RAMPS RUNS SHALL HAVE A TACTILE SURFACE. RAMP LANDINGS ADJOINING VEHICULAR WAYS SHALL HAVE A TACTILE SURFACE 36" WIDE BORDERING THE VEHICULAR WAY. TACTILE SURFACES SHALL BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT EXCEEDING 1/8" BY USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINTING SURFACE OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP), #6 EXPANDED METAL (STANDARD) OR 3 LB. EXPANDED METAL GRATING. TRANSITION SLOPES ARE NOT TO HAVE TACTILE SURFACES. 0 212 STOP SIGN, BAR AND CROSSWALK N.T.S. 4" Min. 5" Max. , 1 i i - R = 2 X - a i i Cast Or Rubbed �� II it s= 0 Nr7 5/8" i I Or �i i ��1/4" Pitch LO� �� 3/4" ; i Optional II i- 8" Min. 9" Max. 6' - 0" - 12f" T) -{ I--2" Min. 3" Max. II II No. 4 Bars, 18" Long - (To Per Guard) 0321CONCRETE BUMPER GUARD N.T.S. RADIUS 1' 3' f 6" 6» ,11� 6» 4 24" WHITE THERMO- PLASTIC STOP BAR - I = 70' UTILITY EASEMENT TO ORANGE COUNTY UTILITIES >I 5' SIDEWALK 10' UTILITY EASEMENT & TO CITY OF OCOEE ' - 50' RIGHT-OF-WAY I ESMT TO CITY - - I OF OCOEE 25' 25' 0.51' I1-"- 5' _ = 6' - 2 -12' _ = 12' = 2' = 20' _ SIDEWALK SOD DRIVE LANE DRIVE LANE PARKWAY W > ' w 11' ROW 2% MAX 2% TYP UTILIZATION 2% MAX%MA X o -w. P. 2% TYP. v► EASEMENT 1- .. I 4" THICK 2' MIAMI CURB SIDEWALK FDOT INDEX N0. 300 O SUBGRADE TYPE SP-9.5 ASPHALT TYPE SP-9.5 ASPHALT STABILIZED O STRUCTURAL COURSE 1 O RECLAIM -/j STRUCTURAL COURSE A WATER O3 LIMEROCK BASE - WATER MAIN Q SERVICE GRAVITY SEWER MAIN LIMEROCK BASE - STABILIZED SUBGRADE O A 50' RIGHT OF WAY SECTION (TYP.) NOT TO SCALE 1 = 70' UTILITY EASEMENT TO ORANGE COUNTY UTILITIES >{ 10' UTILITY EASEMENT , , 10' UTILITY EASEMENT TO CITY OF OCOEE - 50' RIGHT-OF-WAY TO CITY OF OCOEE = 25' _ = 25' 5' --6' -12' 12' 2' 6' --, 5,1 ' 1 SIDEWALK PARKWAY DRIVE LANE W DRIVE LANE SOD SIDEWALK I , ' w PARKWAY ' Ir (2% MAX 2% TYP � 27TYP. 2% MAX n,- M► .,. ..2% TYP. 2% TYP. -w► , r . n. 2' MIAMI CURB { PE SP-9.5 ASSTRUCTURAL 4" THICK I FOOT INDEX NO. 300 4 T STABILIZED SUBGRADE 1 SIDEWALK STRUCTURAL COURSE O A4WATER RECLAIM -� O LIMEROCK BASE - AWATER MAIN SERVICE GRAVITY SEWER MAIN Q B 50' RIGHT OF WAY SECTION (TYP.) NOT TO SCALE A I = ±33' OCU UTILITY EASEMENT 10' UTILITY EASEMENT TO CITY OF OCOEE i = 55' RIGHT-OF-WAY T- Q 27' _ = 28' _ L- 5' _ = 8' 2' - 12' = 12' 2' - -" SOD) ' 1 SIDEWALK SOD DRIVE LANE DRIVE LANE PARKWAY PARKWAY 1 W I f5 2% MAX 2% TYP 2% TYP. A'* 2% TYP. 2% TYP.. 2' MIAMI CURB -- FOOT INDEX NO. 300 OTYPE SP-9.5 ASPHALT STABILIZED SUBGRADE O STRUCTURAL COURSE WATER MAIN O3 LIMEROCK BASE - O- GRAVITY SEWER MAIN A C 55' RIGHT OF WAY SECTION (TYP.) NOT TO SCALE A I- 10' UTILITY EASEMENT ±33' OCU UTILITY EASEMENT - TO CITY OF OCOEE ' - = 55' RIGHT-OF-WAY 10' 1 _ ROW UTILIZATION ESMT 1--5'--,8'- 2' -12' _ = 12'- 2' 8' 5.5-►1 ' I SIDEWALK SOD DRIVE LANE DRIVE LANE PARALLEL PARKING SOD PA PARKWAY W I 2% TYP, 2% MAX 2% TYP 2% TYP..n, 2% TYP. *-^- -0* �,. . nr 2% TYP. 1 0.5" }''--- VERTICAL 2' MIAMI CURB --_I I CURB FOOT INDEX NO. 300 4 TYPE SP-9.5 ASPHALT TYPE SP-9.5 ASPHALT STRUCTURAL COURSE STRUCTURAL COURSE WATER MAIN O LIMEROCK BASE - LIMO2 4 LIMEROCK BASE C)- GRAVITY SEWER MAIN STABILIZED SUBGRADE 1� D 55' RIGHT OF WAY SECTION (TYP.) NOT TO SCALE rA` PAVEMENT SPECIFICATIONS O12" TYPE B STABILIZED SUBGRADE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY WITH A MINIMUM LBR OF 40. SUBGRADE MATERIAL SHALL BE CLEAN OF ORGANIC MATERIAL. 6" LIMEROCK BASE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY 2O DENSITY WITH A MINIMUM LBR OF 100. LIMEROCK MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF FDOT ROAD & BRIDGE CONSTRUCTION SPECIFICATIONS. 8" UMEROCK BASE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY 3O DENSITY WITH A MINIMUM LBR OF 100. LIMEROCK MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF FDOT ROAD & BRIDGE CONSTRUCTION SPECIFICATIONS. O 1 1/2' TYPE SP9.5 ASPHALTIC CONCRETE. THE ASPHALTIC CONCRETE SHOULD 4 MEET STANDARD FDOT MATERIAL REQUIREMENTS AND PLACEMENT PROCEDURES AS OUTLINED IN THE CURRENT FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. P�r`MEN of P P� P 3" YELLOW STRIPE 24" HIGH YELLOW LETTERING P PJ�M�N� 0923FIRE LANE STRIPING N.T.S. WHITE BACKGROUND - RED LETTERS � 1 -NO2" TYP. PARKING OR STANDING FIRE LANE T\ / I-s 12" --� 924 FIRE LANE STRIPPING I'�. T ,_ I AM , MOOHM-AD Y. STOKES_ LLC'... CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 V J Q O_ O u. ■ JI � LL �� nn VJ G T 0 Q I- z Lml"I 0 T Z LU O O_ o � LL U 1..1."I cn UJI VJ - T O 0 W U To O Q0 O U U J J O 0 M z M w O w W W cf) 0 a LO 0 CL U M N r ® p & N O %% � mmm mmm®f mmmmmmlm'e7 ®Z U_ s .. Z m .- '- (y ° CDw Ce I w� ��o Lou z ###rplid�A�z v W m Z w W 0 V) �� Q I- � z w Ln Uj Uj o o W w W r- w M 0 0 0 0 0 0 oL)oUU ILowwo O:2 O Z as N m F Cr T wwwW z w w w w wal aLa-a o- o 3 0 0 0 0 0 (� v w w w w w C', N L7 !n (n W J Uj Ld W w w w w wElf Q w N N N N N W O i I- Z d- d- C. r CO O rM M U CD C) C. 0 o 0 �NI��cfll�00a�0 - N Z O 0 JOB # 22012 0) 03 / 14 / 2023 01 DATE: N/A N SCALE: o DESIGNED BY: JTT j DRAWN BY: JTT a APPROVED BY: BSB cy i N N C901 a O Page 158 of 253 GENERAL NOTES: ,F,i IIF � I F � IF I I l I , I I I I I , F L I, , 's Is _,,F, . L ,� � , hF, L ,,,,, � 11 it 1 , 1 2, F,,I,c, � "'i I I Fill �IL I , I ?1L I - , 1�1 I� ,,I I ill , . IF ,I S Ill l , I I I I \ � , ,,,,, , I , , I I, III ,11 I ,,I -I I , - III I ill I I 11 d , I L; "'I � ,nI' - A I , i I I I I � I , I I - I I I I , , , 1 1 I " I I , - 11 l I I I ; ::,I I I I � I _- I I � , ,I ,?�, I , - " L: IIII - I - � I I � I � Hl� . I I i , I ,)S". I L I ,, I -_ -_ ``\ 111,�` ,\ I � , h :I � I l I 1 1 � tI, F, �(, ,A,,, r, / 1 I; I , 7.I, �1,I r , II, , I ,., " , i,II 'I'9I1F t- I , � , I ll jIF, ,,I2",,", I 12 ,1,is-. It 12,0o 1,, I , --�I-, 6S--O- ,PA� I L.lII I,I , -, ,:, ) I 11 I-I,, 1?, ., : / LiI 1, � ZFNFR / / I � I , LTABLE OF CONTENTS: � ",IIII _-,_` _ - r. -`/ / ____�� -�'1 , �:� ,!1 ! O�4-1I�Ilil`"l t"�� ,1PLAN ,,,,. / _? t ,I"II,_�-I//I I 1: 1), j, .- ,,, I \ � 3 IIII,P Lt�,�Dll SIII�Ihl ;�I,l 3 TI ,,,-, i O!,!-, �i T',,, ii, ;t, �, r, F,", I'Lil ', ,,�,, ;:� " , " I � . ,,�� L ,I I Il Il 11 L ",I 1�11�-Z�_,,, / i I "I 11 �". ,IF ,'I I11.1 I I iI -I F lu, ;I 6,I2 1 I "I ,It F-Il , I - ". I ��,,,, ,� IF, � -� i, ", � 1� i.:. ,,, 'I'V, Lp VIII is : ; --- i I >< I ,I/ I \ � I,""' ,I � ,>, I �:. t'DC 7 11 I / , lx�l / I I L S TORM I ." � / � 7 51c, � ,�i p I? � I ,, � I, : r ,,, , ,F I c r 5t, 2 I : ! I � i L I I , \_ 7 -1-1 SE NE A � I I / / I � � - - ."� . ., ,� .. / . /,/--, -1; , , I \ \1� / / ,,,,,,, " "I F III, 11, I I .I - -�� ,) ,�,�- -,� ,Z , �� , -�' ,, BOTTOM - PLAN . / I �, �,- , - _� ,', , - ",,� _11 �> : . I - 1 �,-:, � - [___ I - - - -, - - 1. I,/ . T=i 11, I I I LLLVAILON L LLIsA I IGN I - - TYPE 7 TYPE 8 1-PIECE COVER 2-PIECE COVER MANHOLE TOPS . MANHOLE COVERS I , - R LAST _; I OESC RJPTjI - FY 2022-23 S UPPLF ALIE N 9 irls)E x I IHELr E V I 5 I ON � I I F , , I . TARP DETAIL, 12101120 �:I _2�0+1", STANDARD PLANS � FOR DRAINAGE S T RU CT U R E, S 425-0021 1 of 8 ICI�I I I N 11 I0,L,b1 � 0 I,,, D", ; ILI I I , , 1� 1r,", It"y 2�, I ,� IV,,-gI ------ f 10PI for _1y I ,,:I � 2 I - II I _�__ ----,' - , - - . I ?_I__ ,I `,- --- - !I , I ':� ,,,F�, ,�C� 1-F, 'WG L ,,� j,j 'i I IF �,, " � ,I ,I', , , , , I,,i1: L " ,I III It, �,lt _ - - ,I CI. '! .,,I, , s _,I I. I - DRAINAGE STRUCTURE INVERT s)Lq,:,(F I . . I ". - r, - � � I, ,, I :I, - � _� -F- . N I I A,4V. w, If:�,�,�, : FIC, - L � . . I 11 � - I 1, � � � , - fx VIVRI HALF PLAN HALF PLAN 1. WALL REINFORCING SPLICE DETAILS r', ,T,Il I � ,S,,,��,; - it !L,�i�il , �, -,", 11�, - I 11, � 5:" �i - _--- ,',I:'0 sr�,, - I ,I , � ,I , IIL�1'1 � �", "I ". -_I� . l�'�\\ I ij- O L, . -1 --- \ I � 111-1 . b l, 4 , I �__ 51"! ,,F 1. . S11, ,,, . " C, - I � I f , 1 In '1\11, , �' 'i , I I P I I 11- , I s, I I , , ", �, I I I, -c. 'r, " I , - � -__�-'- - - - -,� " - I - � 11 I - "I" 'r , "s - � `t ' - t- r__i ; �], 7 , , -��- I � t� , I " Ir , I �� 'JIB - - L2 . .... . I,, SI"Li TT, - _=L - -1 I ,:, I Ll� . t / . - 0 -1 I NOTES: � l I �/ ,'-, I, Bm" m'(,,l_,/ � ot ,is ,,,,,, "Ic,i�,"', ITI 1111.1- ,,,III I , ,'I li.,! 5, � , - sL, 1 1 I„ , " �! �111 I 1) 'I _,1�11t, -I, I� f,4i: 1 I,L IL:-r, � _0.t, I NOTES' - f.0 II I i .1.1� I I ,-I ll b IF- i"Ll", - p SUMP BOTTOM TYPICAL SLAB TO WALL DETAILS � (PRECAST STRUCTURE SHOVVIV) I . DRAINAGE STRUCTURE INVERT, SUMP BOTTOM, WALL REINFORCING SPLICE DETAILS, AND TYPICAL SLAB TO WALL DETAILS LAIiT In i P,L,c:,?nFIIcN 1 FY 2022-23 N L 5IIEff i ' " ' of./i5ION s;jI S UPPLE ME INTARI' DE TAILS � FDOTIt, 11107120 ,,1 _11p_ STANDARD PLANSFOR DRAINAGE STRUCTURES 425-001 I 4 of 8 �i I' I I -------�,___ _� � � GENERAL NOTES: !.,-r - :-,, ::�__'T I 25 4 : �,��___� I �, ,'' 4 � FI2' I I ,ic - __500; : - <��-- : I I -ill ll-,,,,I /--- \ , II,0 ,I lt,r,, ,-,,I,l Il I-:1E, I -, 11 pe:s' i'llo c"!-, , - c Ii I � � -11, I , Ic �, II� I , 'tl I I ,� , , 1, ,VI 1, 'r ,,I, I 'i-III, � I,t�,,I',' ' " , t'. 'I I "' III�'l "IF'! "IF IIN ' L�� I li ' 7 � .:IF I I I. r, I, \\ , - __ - - - - __ - - I , - - - - - __ - // I , ) , I I 't ,,II Li "Ti, - I I -l ,�, ,-, F", �Fl FW�Cj 1, 1211I I, 1;LF N �i , II I lI, 7 , l ,,, FlFil��,Fr, - '_ h' I, , 7 r I , --,-- - -- / I --------- rl ,F r:��!I,giErl,C "I6-I' I" !;I,Il I,,Il1I1l., ALTERNATE A I �1) 1Ptnl','IlZ,i�I2jI1)'1'1 - r,I', If . I'll ill.l -l", 11��il "l!,",I "li - I ...... ;,�.Il "I Ill-, I 'o-tip; I r II,,I : ,.,I I I": " . _I'I� ' - ,� 1�� --- T,,, 2 1I,,,,,i ., I I�; ,-"I. TI 4 )irr,,, - _- ,' _`� � � I I- � ��, ----- �L, _____ :� " ,I -'I 0" ,I,, ,I zL-11Il I ILI - L,-1:11 IF,", ,. �, 11, TL,I' r ' 1 I Pj , l, 'III-' " I, "I's " Ir", � __ , � .I : IF �� ,I� i?, � ii.,, L I F ': I i " " , ,,I, A .�I, i I '11VIII , ,-,:i., .- III, P; If ,'I I ,P I! I ,I IF; I 1, .-I ," I ,,, J%,"'l, �, I ,,I � _!r,`, '------ ___� ,"I I , I- I-, 'I't - ,��.,! " [F,; I "i" ,).,I, _, I ,---- ,�-- 1-"` �, / , REINFORCEMENT NOTES: r_._�, '__ x 1-1 I LI-s, I Fit ,I "'I ,� , �, , , Ii Fl I - ,'iI�i�.' Its ,'-III I I I L111" I till I4LI PE1L,F0iLCE',EI,T �� _� - �� , ,` I , , lt�L- I, I sl� l,AtI 1, " i,j ,",-Ily ,.I A, '_i� I _ - I -- , , � I , I - I ,I I ,� iIII 11, I , , 11 � �I! I, , , I 11 � � : , 1, ,� 1. � .".I , - - - - ""< � � - � __� " " !(,-L, ,I�l I", IF �I,� 1 ! 1, I � _,__,�' i IF, �I . ,� �, III 1-1 - - It I I � N11 I C, I �11, __ ,i r b ,,, I ,,, 1 I,, L, F-f ", , ( , 4"l-IFF " I'r "", c' � ALTERNATE 6 1, '-I -_I, ,IL I-" It i,1;ll ,I _11, Lh, TYPE I 1� ,, � 71�-- 1 IF- t"'t L!I,,,,F,rI �I FlL_ I , ", h - II I Ll LF il" I I I - IJI I I I I I ' I - L I i L L� I ' IC I I , !:1 ' ll-ll�� It I'I "' 1 - Ll' I I I' " ' I,--, ,,!,�; N, (� � 4- III! L e , � , -, .1<11__� \,(, )11 .,� I , \ >, �-_-_�- L ,�_-,, �-,, _�- : � - i � , I- � � I TABLE OF CONTENTS: � / - I " - 1, I'-- - - - , - I--, "I'llIPAII, <-�� 11 I I. L"I'l ""I I - - - IT 1,,ii, i. -- 3 - ... 4 ,_� ____ ,/ -,� ,,- I I t.I,,l, , , ." ,, s, ALTERNATE A ALTERNATE B TYPE P - LAST I r Of , IAPTION -, REViSION '�i �I FY 2022 -23 :: ND& X FDCAA�\ :: STRUCTURE BOTTOMS T'YPE J AND P 11 ItI - � "" �102120 I _IV-- STANDARD PLANS :: 425-010 � I of 4 TABLE I i i WEIGHT OF CASTINGS (1b) i i � 2 0' 111'1,11116 1 3 1 1:11'iIIIII10 1 ". . , � - 1 , - - � 1 IF Fl , �,';,�F 1, I rI,n' "o, ", , !;It-,n ", � - I, i .21, � � is It, , i 0 =0 III F I If, , III, � 1 �, � 'F, 'I" I "I � i 7 r', III 2-0 .no : NOTE: I -- I -, I J � - � ,- _ - -1 I I I - I � 7 1 1 11 wi ]I F7_ - I 1 I J-1-1 � : �cl SFCTTON Ii , , " , j -- L I-9- I,- , "., t, _ - - - __ - - --- Ft�� , 11 , ��-- ,a� �i � ��, I � L - A 11, - - :_ -_ I T" -1 I ki - ELEVATION I TYPE I ADJUSTABLE FRAME � - LAST � j OrSCRIPTICP � REVISION 12101120 i ��I21 i I1i :"-;/ ,,I _,, - L��hrl ,Il �',, __t, ---- --- I - I ,I � , PLAN PLAN PLAN "I _j Y ,j - - - I, I,, 4 .I I -i i I �_ -_ i �� "I) I -I I _� . , _11� j - I � --III . , A 1 9 F i . , I ,� � - " " �, - �, >" -_ I ,I,' 1111L � z x I I � �1 )U I 11 "I 1, t, ELEVATION � WALL FLFVATION WALL FIEVATION SECTION SECTION T?p6 .1 - 77p ]If lr,� �;',')_�,_i rF,- _1 III,1�71,11� 1 2 i '. I, .-�.L rL �� TI n, y I ii ,I MANHOLE FRAMES i, " ,-,- )�___I`, , 11 I *1 �Illil��I I - Ar�� I � , I Ili , l ,I ,I � / , - z , � /// V\\ ; , .i' - _,_ � , I :� 1. _11. I _1 = I , - 2E, I \\\ - Is p \X\ I l - -- � � .1 � i7 R. ,,(,� _-q-11: 11''N' -- ,�,,,: .1, I I 5 " ,�: vc.�l I 11-, ',,i, 3l , _/ " � ,11 ri 'f, � � I� ; L I " i ,,I I �I " � I - I L �i is-, -, " I ,,, � � L Y1'j Ii i-F 4 I III � � ,, ', , � R ,,,, I SIU1 K UP C2 fCL)AL I;L! L � I, i , I I'll, � A �u,FI I -A- � � !'RECAST CONCINIks, LchL PRELASI JILCENtHIC COVE IiPL / I YPL 8 NOTES: r, ,I-F ' IF, 1?11, 1,1,, ,1 ,s I- L I .� 1 '211i 0, 11 c , sI;:�'111 01, T,I _, i ,I t F, ,l FI , -,I F,_ , , I , -II'll', I I, _�F _,�,,'l "' L , 1, 'l lFi; i bi 11 I Fe", L, L',I F'. , I ,, I, "I'll , I .. ....... I— "" "',F I ,'I l ,,j , , " ,.,,- �f�,I ;� " t , �, ,,,I, 1, t, I , i I , , ,I Ii, � ,- 1F1 ,,,, F" I'll .I I :1 li�:t,Fli i_,l C�11'. 'I �II,Fsl; - 1(,.1 I ,,, , -II", I,,; - !;I 1II, � F , 7 Fll, ICIT,F, 7 I, �01i�!C,�' 10, Tt,,, il ,, ,I"' , 11, sll,ct I?,: ,IFC sC1'_1',r 11 Ilsl1r,"I"i L,,,IIT,,, i MANHOLE TOPS I MANHOLE FRAMES AND MANHOLE TOPS i FY 2022-23 I Nnry I F I SUPPLE'MENTARY T)FTAHL5 90flI I FOP, DRAINAGE STRUCTURES STANDARD PLANS !I � 4 2'5-001 � ;IsFf ,8 I EXAMPLE TABLE OF EQUIVALENT STEEL AREA � NOTES: IF, CRADF lin FONIVAIXNT C,RAOF 40 FOIIUVALFNT B5 K14 SAI00T,f FOUIVAi FN70 k III DFFOR"I, 0 � I ,,, ,,(-i "'IF-, Fit 1_i REF NIORCING BAR REINFLIIICLPIt: BAR WBLJ)Jir) WIRE REINIOIli NeLDED WIRE ITEIAI10PcEqENT - iI I-i-I" i.-I-11 1, ,,, 4II C F'� " � I'll I, F,)I ,,,F.i 1, ,ftl. I ;�- "Il-L "ll- ,I -,,TPI,.- , ,I,,I;?, tI,,1l I � ,,, , I I I ,, , fI7 , 11 :1-1;�`:ICLI, I-C �11 F I�IL2,i� g,,�L, F ,,, , F 5g nt F'? 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L I,, �, i s I, , j F6 "I .I a", I I I -1 "I , ..��I W4 I I-,C,1,4 -1 4 1 1 01f .1 I I-: I i. I F_ ,,,I,,,, :,,F` ci, LIF " 5,(t�'IIIII III c"I ""!',"I -t,,I -Its' ICI I! ?1l,F'I-, �'I,f If'FIFI-IIIII IILIi IIII(III � l�i IIII ,�l III 'I,si "I" I I Is " "FIV II"I' L""l -SFr„ PRECAST OPTION AND EOUIVALENT REINFORCEMENT SUBSTITUTION LAIiT � P,L,c:,?nFIIcN 0 lJi FY 2022-23 11DEA REST fviswi,-F06fQ SUPPLEmENTARY DETAILS 01 � � - 11101120 ,,1 -.-- ) STANDARD PLANS � FOR DRAINAGE STRUCTURES 425-0 50f8 �i a'' I I Y-4 ?ls- ,i L�:_ ALTERNATE A NOTES: ,- , "," ,-,,I - F; - __ ." - -- -___ - , I "I"i I", ,( / 11 III I - %, , 1) I T I R,rx: rFj I� IIF,(,,, ,I,IIIWIIIF- ,,, I ,- -,II, I / I ;.,,:, ; ,I ill! t I / 11 -I CA I. i ',____1__1_I " It � _---�--�_l I � - , I I I F,t IF: ", , 4.'' 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IF i _____ - . �, I , i T -L" F-II � , \ '�-" IiI I- I I- I ,'I � __� (L-F-p/c r i'IF -, - ., - " ,,,, ,;I P ''L.- I:; - r I - T,Ii - �, I , �, � ��','I � - III/ - - � - I - ) 1�_ IS- T"I'i, 4j . - . � ,/ 1, ", . - �- � -- 1, I L, - I , , I-, - - I I 1 / r� ,_ - , ci " I'�, I __ I- I - I \1 / . -,, 1-: - I - \�%. .� � :-- _�I, _____�,_ � ____,�, � - -- - -_ � :��__ --- s _.__/ "' Ni ,, 'L i'oi P"' 11 I'll, - , IT,t, Fl� �,,,L-I - / \ f6', I I/ \_ I". , IF \ - , I;,,, ",I I S,j F Y ,/ Ill?, I S � -S.11N, ,, ELEVATION ELEVATION TYPE I BOTTOM - ALTERNATE A TYPE I BOTTOM ALTERNATE 8 - DIMENSIONAL AND REINFORCING DETAILS LAST I� REViS J.'O ,I ! '� I ''Test PTIFIN � FY 2022-23 I ,VOL., "S" I _ L FD6-ftSTRUCTURE BOTTOINIS TYPE J AND P 11102120 �, _Isl "' STANDARD PLANS 425-010 � 2 of 4 - I 11 IIIII:41 � ,I, � -_ �_- r, , IS, , ,...I, 1 , � , 1\ I I / ./ I / ,I- IiII IFI'L,' / F/ , ", I "I "", I, 4 1 / I ,,� ,4F � � I "I I . I ------------I - -1 I ____I - -,- _11, - � I If, LF;, " -1 I - __"1__ ---%--- k, THRLI-BOLT TTYPE ADHESIVE BONDED NOTES� ANCHOR NOTES: I IT , ,I , ,,I "IFI. I - Ifl LI�Il III ' 2 III I ' "I I - IR "I 1F, I, 1',-ri /,,`, 1L7........Ii'' ,P, C 'i - I I :' I'Ll" -ILI' f I"'I l;L _ III'! " l Ill � I "I ,fL- 1"1'1-1"l-11 " FslIl ,,I SURGRADE AND BASE TEMPORARY DRAINS I,fC"', I'': TABLE 2 � EYEBOLT AND CHAIN REQUIREMENTS � I I IIII, Eye LIIIII HcI & Remarks . I I IVItIIL"b,,I T,p� Soft- ,,, cil", I I I"O, 1 s 5 ,"! F, - 5ql, ,,, I., . , I � I l 11, j Al , ,IF1:1 Pi I I 1-1 I I 1 I,5-o37 A, ,I 7 -, -zi ,!. l, " 14-, , 1;,., I I ILI 5-6-, !,'I,, I I -0 IF,"" C. 51 F-. , 0II-111,; --i'f_ � � - f,IlF, F_," 111", � I IIFI,-L-, ; I I LI -n ,�,I-� 1, ,,, I - 1_.-, ,I, I j I l �I, I, 1 5-, EIETLIiL 1 -`�\,,�-, - - - Yltlltl?,� -,, N I1.1�_IIIII is � I IF 'I'V , � I I )_ IIIII r- 1l r ;1 I, Y' I � I: I 1 � J1 - � F,, I I �, ,,,, I, - , T'I r_, S�� 'I,,, �1.,�, i, I ,,t �11�1;' ,_,Z -_ _ E __ _ �I __ I i., , �F, I !I - --,,'I' � I. -III ] :1 12f - ,-----I ,-,-I- 1. I-C - � I I I I �i tl�11�111I F`�111-�Ic"' 11,1111111111i I,' I i, E`, F!� I - I - I V [ I �L_ N � ,� Is .:?, 1, I I " � . I � \\_ � - I I- - F�, I - ' ' 31 !F s I � I -- 14:,5 � � El 15EC I ION DETAIL 'A' I , I - - LOCKING GRATES TO INLETS PIPE TO STRUCTURE FILTER FABRIC WRAP � - LOCKING GRATES, SUBGRADE AND BASE TEMPORARY DRAINS, AND PIPE TO STRUCTURE FILTER FABRIC WRAP CAST 1�1 FIESCRIPTION I LASION � FY 2022-23 I S iNnEx 1 1 ,LrLr REVISION I IF 0 I ,91UPPLENIFNTARY DETAIL, i 11 i2l _R,jII 1 FOP, DRAINAGE STRUCTURES 101120 �' I STANDARD PLANS I i 425-0021 3 of 8 � 1 I lllls,i,� . -ram , 1-11. � It 1W - : ,,_ �, _`I_ , ,: - , \ TOP SLABS TO WAU JOINTS I I � I � �� i � 1 I � �] : � I I I N ,�,.� � I :,, ILI, ---I,- � L, � , I : , /I V � ,1 I I.;- - I- ,,, I- �,. ,II� _� I I I It . , , ',,�F` -, �� -, : I I I I _� 1) L_\L - - c's? __ , -,_ - I \ , , ) � TABLE 3 L-I ��, A - � -1 . Ii I I ----,I, I � � NOTES: I / I MinirrIum Value for H , I I ,, I ,I I,,,,) I r', IF RILI, 0-111, � I - - I q 11, I: 7 ls'-L; I - - 1� 11 IIl.,)l1-,l I I�, 5"T,"'Ft ,, ,(,,F�, ilCh', I �� I. WALL JOINTS ;k ;. 11 I III 1�111 � I I 7' I RISER SEGMENTS OTHER THAN DOWEL , .- F.I :- _I _,-_ 1"IEs , _ E7= ?tIL iL�" is"I x�I f - -I-, " - I n - BOTTOtf SLAB TO WALL JOINTS -------_l-S I II NOTES: I ,-- ___1 � I ,L"l I � ,,,____!__ - - _ - - -1 - I I I - - - - - -- -1 III,, ;�,r, I '11.1-l"', ':' ''t, 's lh� :I,l �. 'to, l � III il?,!�;� Ii -, , ,�,, "l, ;I";�1"I �h, ,I'. l i I, " IF, I: Ili " 1, , I, I'!, I', NOTES' � I I f- ";I,� _�, _', . L, �� 'I "',", ,,,,I,, -i-, _. ": It III L'f,,,,., "'LI1 IL"-l". I.,;III -SFGMFNT5 FOR SLAP TO VVAII OOWFI CONSTRUCTION JOINTS OR MONOUTITIC CAST ll"l-," '�IL Fl' II L11 , _5,�I(.Issl 'I_,I - - / I 11, t FII,11ILl IF IIL EN","l, -, I, !'I,:1 0 :: 'l-I II', ,,I - - - CONSTRUCTION JOINT OPTIONS MINIMUM BOX AND RISER SEGMENT DIMENSIONS . . 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I � � I ` -_T - it � 11 21 'IF, -n - . - i I , -, 1 9 I Ili I, ,� F lz � I i _ I, IF CIf, � I ��L ,�,i", ,,,,r.,l , � , - I I � ? ll� : In , 1, IT I " 1-1 j, , I 41- ,�_, � � '.'j, ... ill '� � -,,"j" "_'� " I , ,,, � 11-7 1 4 11 I I�, � �', cl IF , " 11 Is � i�, �,�F F� 1 11 -_r1111r1r1rI � ", I 1 II74-111 -1 -1 " I" � I I . - _., -j I � � ", I " I I - - I Ill I 1 4 - � 1,� t5 I , 1? TABLE 4 NOTES: I 17 , I,, I , � I I, , 4 I 1� I I JP'-'!Ii1 _'Lll i IS 7 . I 1 I7 I E ! I R)0 _-I IT �� IL J D7 � , I r ". i � 67II ?1111 IC I'll 11,11-o' ""',,ri il? ILI III, Ill ,,V� �Ll h,II l i I 'ItII, I II, 11 11 I ''. , ,I 1, � r � ,�, I 1� II;� I I,, I 1, I,IL I, "ll �;, - ,; i I,� � I'Iil�,iI_ I � ... �,i I ,,I I, ,II I',L 11, I � I�,,, I_, , I I �'! � ,I, El I � 11 YI r'. I `1�i 'I'Ll' r.,","i 11.1,II-,, , . � �-Fn III 1�0. 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L) < - .. 4 6 I ,.4. -4 = 0) Q ". _11� I , I .;',) co � ., ,C- .0 . �,_) '�i ... k, 4�< A, -.. ". 1 <'�4�, .... " 4� -10 Q " - IA_ %% __.) �_ Ld _1111111 z < z JAI (D m L� Ili— z CK LL1 Ld () IIII ro I 09 if a- f N-1 0 - C14 2:1 U) m - �_ 0 (7) 3: U) '0 5; LLJ (n --� E)f < JAL] 0 Ld J__ < z 0 0 1--- 0 D 0-1 �__ (F) z 0 0 JOB # 22012 - 0) c) DATE: 03/14/2023 01 SCALE: N/A N 0 DESIGNED BY: JTT 04 I-,C-4 DRAWN BY: JTT -d c APPROVED BY: BSB > (TI c IL1j 1-1 �_,! 0 04 C14 C902 1_� a _F` 0 in m Page 159 of 253 TABLE 5 - SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES � (ALL SLABS S' THICK EXCEPT AS NOTED - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY,i � TABLE 6 - SLAB DESIGNS � I ROUND STRUCTURES I I SHOOr IVAY LONC. WAY "HD`U `V4, I I I�VAHIEEDL I SHOII-YVAI I LON(i WAY I 51 A6 11-15 " III, ,t"r � 11-Il 5I Ali C F LIH, IFLH1t1I1ii � SLAG I I 11AI 1 5CHFOULF 1 SIA6 r "" rElritt. I prpr" � 1011, At Orpri, � Ill 6; i , LEPTH i (Bar. AlOrPH la-, III � � � I is ... 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I PiLi'lld-� l - 11-10111 sli, I , , 1 � I I I -- � I I SECTION 0-0 , - I w- I � - Il". FIIJ -- , 11 I', -i2 ,,( (�, E I, . : I ". II , I,,,, li "I", , , 11 11-�- z , � ,� .1 .- l ,-;I, � 61, � M , I JIL i 1,01-1, M j I I 11] 11 ill 11 11] 11 ll] 11 11� 11 11' 11 I 11, 11 lit 9h--- ":''li, .1 �t I � - I F"Itc � /,, t I I I -]"' , : : " '-- ll-11111 L., I � 4 11 It I SECTION P-P 1 : Pj lIS -LP - -- I - -- I - - I PLAN - 1\ STEEL DETAIL , , -,-I II -I I-- - - '-I !� 7� �' I ,,GRATE �� ,- �,t:�, ,�I , ,l,rI I � ITI 1- ,fll7 I'll 1111I IIIII, 311L Illl 3AI -- I, PLAN 1:1 I . I I .. F I. I -1 - , - I�,,f- z, - j TABLE HORI-70NTAL WALL REINFORCING 5CHEIIULE � -,' IT, 1 7l-�-. I-I- - - I . � ,,,,r 1 -k ,I,, I - ,4 E.-I , ",I . WAS 4 A13FA S., SLHEDULL L;j1,'1 "'A '"c"', I Ij I - 'i ter,`-,� X� f� R, 1� IV - I \ 4�I nI /I DEPTH " IS Ilt., � �� `,�,' /� \ 11 � I (1- .1 T , VE � E .'I �., 1� �, - I 11 I --,�-j --,,. ---� "i " � � ',. I Ii� - -1 I:l I 11 � b I .- � I I , 1 7 jl, :-I, I 0- , I -- 11 6 ,I : j:) � it , . I 1;1, 1,�, ' --- --- , �,;I'1111,IIIIIJF,c� I � a ( i - I -L' i - "l-1XI Sl I "ll1l, , � ', I 1; , it�- 1, ,-Oft)� , NOTES � I �-� I . / -- [ , I I I 2 SA, - ' S .' S" ` I— C. "' I � .'r' I . . ! . . - - � T-- . . � �'Ll�10L"hllll 'I*LLI �I'Illl ,-, -�111 ,11 I 11 I 1/1 I, , -�, x 5y, , rI , I - " -, - -,�, I 11, i ,; 71 ,; I, 7 I Il 11 - � 11, -! SECTION Li SECTION Ill P.- ('11-I, t", "',, ,, :I-,,,, ,I .... .. I �. DIMENSIONAL AND REINFORCING DETAILS � , I TYPE H (2 & 3 GRATE) - DIMENSIONAL, REINFORCING, AND STEEL GRATE DETAILS AST !, Dr,"'Ll "L, ,,,, '2 F - FY 2022=23 � "l SHEET 11/0, I�20 11 � Id _9�0+1", DITCH BOTTOM 11"�LET T'YPE C, IX E, AND IF] STANDARD PLANS � M I E � 425-052� 5 of 14 TABLE I SINGLE AND MULTIPLE CONCRETE PIPE DIMENSIONS AND QUANTITIES Ll .51, 11 'I, , S, � 14 5K f011 SLABi l NlI, I, I, 3 ro,VC. 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E 1, ,I ,- I, _5 I I, 'II, ! ,::- orS ,�,, �,, I -, ll� ,-!I, - It I " I.1", " I Flit' i"'Wti, - I - - j , LAST 13l "'S"'i REVIST"lli _ FDCIJ\ FY 2022-23 11101119 1 --z--- I STANDARD PLANS CONCRETE PIPE DIMENSIONS AND QUANTITIES ' IL., .SHEET ... CROSS DRAIN MITERED END SECTION �430-021� 3of6 GENERAL NOTES: I 7, , , I , lt , r�,!I ", I', � .: ,�, ,I , „I "� T I I. . I, i:, 1: I ; ItII 11 III 11 "'I - I,� S F I I � 11'.Ilt, I- III �,Il.: "I, 111; F I II'r, ", ,,I, II't a4 ,, ]I ti"", ,,I I ,I: I, tl I ,-,If Ii- 11 il 1 1,101 I ,�, I ... 2i'l-I,,,1 I-il I Ill vlil, S", I'll, 11 I. I TABLE OF CONTENTS: 15II-I Les Pt 1 2 T, -, , - C,1!1I, R1,1,11--: I111, Il T, ` , 1 Illli11,12.il I'll:111i I'll 1 1I,i l I, ,I , , TII 1,,S1:�l,- I 7 1 I , T11, ." ,I - `� ! ,!- Il � i 1�1 i�`, "I "11 ",I I Is , is I , , " , , I I " I„ 1 I 1 � ,, -3 - Tl,� T I, "'I'l, ,I", f,',I,I, ., e, - , r , t,' -,, ,l, � I � I ,S " , , " , , < -:"ill'' l ,, - ,I,,; 5l,w t, , -��, " I - 1 1��`�-�,�, _-, E --�--- . ---��,- ,�',I--- -� 1--� ! : : : : : : - "Slll�l��I�11 , -- -- I ; , I, 11, , � I?, I I " � ->--, ,s �� - DITCH BOTTOM INLET TYPE C - DITCH BOTTOM INLET TYPE C TRAVERSABLE NON -TRAVERSABLE lIll,l't Ili i- ,� I I 4.,,� I, , III L, 1-i ',It: Ijlt 1,-tiv, ,I S, � 7 Ill"- ,tt, I) E ,, Ili Tf ,l •L,11 "IlI, I 1,I,, NrI "Il,,j c-, ---� , \ -T- >---, , - " <� < �, \-' - -1�1 , � � - , I I <� �' � ,,-< I ,.r ,� II'V c, :� 't � "" -- DITCH DITCH BOTTOM INLET TYPE C TRAVERSABLE 'A�T Ol W"'OM -\ FY 2022-23 Ab I ,,,,,,,,, I ,Qf, DITCH ,wrTom INLET TYPE C, D� E. AND H l sHEi 1110)'120 1 STANDARD PLANS � 4215-1 1 of 14 1 k� � - - - - " , I GENERAL NOTES: I , \I � I , - M" . � I . ,1 , 11 Il"', -.�II,�llj,�(l,; " " I ." ,, 11 S","ll ,�!h, :"c I't 'Itt ,:I., 1.l I , I'll, , I -I, I'll"I'lli i , iI�L, '. I I e - I , I.."l-'rr�FlI�T11jl. I'll, I 1111:IlI, " , - d,I'll, I, ?I :!,1I,I;,iTf�,ll� -11 1, -, -\ 1\ 11., , "I'LI, - ., ,I,�, �.�,, �III - I .1 , III-1, 1,l�11,3t,'I,:l,� �', ,I I", 'Iri:, i-, 1-1 . I l IIIII, 111 1-.11 Pr,'. ,'l, l!I;,�, " ill I . j,."::1 "I�l, " ,4�11-11,1; 1 " ,V,<, \ , - I , " I \ 1, I i l, � (il""l!", I �I , I'vi , ir. l,? t I, l"'sl:l- J -,�,,, ll I i ... l-I ,pl� � i'l " "i z 4,� � ,;,.,I, l'!�,:l:,- lt�'I I I - I � i, �'2,, -�,I ( , ," I, -- - - �, , . 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I , � !,,, I 2 t ,f 1 I !� I. ,:,;", I 'Fli I I 11 I "Il., 'I I, \I � ,,,,I ,,I ,�, 1,,�TIIII I , Z115 ll , :, I-1 l , 1 "" -5- - l:,l 1 i , , - ji 21,11. 6i i, , l I, ,,!", I, ,'I 1,-l'' CROSS DRAIN MITERED END SECTION �,�1, rl, ,"I", I-, I-1.1 jl,1110 ""I, -I , 'i ,Vh� ,11L, 7 2 Ill )-c- JI,52 III !,11- , L I, I f I I- ,li ,;I,-, - ll , - �, fl'.S!Tl C.c P-,`," Shl)' LOI-I-Ull5t,-11 M,'t3l ifl5,102li3, l II III;1lilill1,1 ''llill I Ill, "" EI'j, I � I I I 1 1� I � , , I I ) " , -- I ''I, �;' , ", , -< / , ,� ( � � \ � I TABLE OF CONTENTS: I , \ � � � , 1z lt,il,'a L1,,I.lrL1 I \ i / I i 1, il,''l l, i "'. , ,li, ", I \ I In � , - I.1 -:17t, I,, li,li,rl:� I I I, I E, 11, I I ----- - - - , I I � - -- - -- ------ IS L -, l; I,, 'w, - , , -, �, ,-,:I C,�-,!�I, ,,,, I - - -- � , 14� - - - - - - - - - - - - - ---- 1 4 5,,,li l' 'l,di,c- :ill I �, I,,,, � Ill l ,I I fle . . - --- - -- -- `- , - --'--- I I - ,-- - 1.11 I - , - -- - - -- -- 1 5 :l-,,:, ,:l- ,ItI,Ic�I:,In:,,I ,o I -- -�---- �J � - -- ----- � " - - - - - I , I ", IN, -,I" , llp�.- III! - - - - 11-- I - - - �� - -- -- - i I -I - -- -- - - - -- -- - - - ---- � "i Ill ''ll. "i'l, "l-, L "'r ti", It P,�,,, ll',,'i 1 - - - �� -- ---- -- - - -- - I - - -- -- - - - -1 --- - - ---- IL - - --� S - -- -- - ---- - - -- � � - - -- - --y- - - j -- -- - - - I i - , 11 Nil gli'', , ., Ili,; ", I It - I I It, "), tt TI jr l, � I Too : SLOPE AND DITCH TRANSITIONS � LAST J2�1 DC5CRXPTj0N, i 1110111 T" I F FY 2022-23 1111- i - r ..R0 119 ,- :f, STANDARD PLANS � CROSS DRAIN MITERED END SECTION 430-021 � 1of6 `tT 1:21 1 � GENERAL NOTES: � L - --- I I -i I I ,l� l " : �, Ill I I: - ,,, ,� - I.t! I , , �I, -, - , I , ,•,", ,,�, ; Il, llI, '' � � IT �l= ,,, 1, 1ll,I lll�I, , III I� ,:I,:,, I,, " P", I ,, .1 !�� , l 50 - r -, i 1, ,, lI2 Fl, I , „', , .�, I , � 1'', , -,-- ,I l`, ii „i ,I, l l,I,,!,L;1,lI ,� I � tI, lJTI1I �,Icl 1 1, - ,-0.1- ,,, !,"t, j.- ov-, ,I ,,, .f R ,fT li ,I I ,r, 111, . C. I __ __- I ) A , I -1� - I -A" ,� T I - -, I II , I 'llil' 1!111� I'I'll1l Il"I lh�" I III-- -l' �llll f)'Il' - I S\ I , :�, �J< L- . L , I , � � (- I r 1, -1- � �� -- I I I I "! - L-��, � . 1,11 I I M 1 !:: I I I ;�j � I � I T , I, I t✓r , , I , � I \ " � -- -- - --- 1 i I } I I7,l�22, ct I'T, "! ,-.0 'i 4- ,iI tI2l� 'iI,,r. c- VATMf, !,,"If" F - , I J -) I -./ I -nA � ,I PLAN I , c I I I, I, 3fDEWALK WITH UTILITY STRIP t � I - I , I I I , 1, 1 � " � " i - i I � 11, I .�;T , I -� � FGFNO ��----� :---_ . , I i", 'i"i ,-- ] I � T;t 1 1I,,,,0-, .. I , - t,- "' 1� r�� ,I 114,11111 - I �,, "", ;� 1 I OPEN JOINTS - ] c�., l, ) /// 11 11-- 11 I, , r -4- - , . -�,, ,, 4II'll"',, L - E,/ ,!,, 1� - .1 r 11 I 11 TI I 111� \ � ( - BS I \ i I f , - e�- - , I , I IT 16 % I I \ \ I - A�11 , I , 1 � � , I +�+ ++t" . . � L� t i � T: � � _j I 1� I I I I 1 � I ,,, -::�7 - - i, _-�F, I � _ , _ I I I I- �� ,�� - . - � � I " "17 I, I - I I 11 Iti 11l'"lI"''l, lI 1,�,', ,dI I , - l 1:,", -, PLAN SAWED JOINTS SIDEWALK WITHOUT' UTIL17Y STRIP LONGITUDINAL SECTION , �-Ii IS,'!i ,!I;l % LEGEND. -L I- ""llt�, l, , �L , ,�l� . I I I I � I , -Ill,,2 , � POI F I , � lllzi h -" " � "L", I I ,.!,. ,,�, I � I,,,,,- 11 .,I, -, I �, - - - - - !, E,41 I SECTION AT SECTION P-B RAILING DETAIL � I I -! I 1.1-1 1.,,I, ,'-,,,II I T , I, I I SIDEWALK JOINTS , - GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS ' LAST 11 Till ,I OESCRYPTPIN I F FY 2022-23 INDIA i� �Hfl I ,9.0 i � I �� ! fl, CONCRETE SIDEWALK I �! 11/01/18 -I STANDARD PLANS 522-001� Iol ,I I' - - - - - -- - -1 I rIP"'""i on MADDEN tz, I I (�yl '7 I - B -- I �I, 1"I I CIVIL ENGINEERS I 1, It 11 : I � I C-f-P 2Tl,,, I �ri III ", 5,11 - ." , �, - I � IF 431 E. 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L,,, ., - ` " w � I � -� , , � - - 11 -- - �, � " 7,;- 1 ,,,,,, c I I, � I -- I i � i4fi,C I� `� 0 A \ . f I 0 j-- z fil lilt -Ill TABLE I - I - NOTES: I,l,,, t f �I�� !"I HORIZONTAL WALL REINFORCING SCHEDULE I I"S , WAL, � ' AREA I MA I SPACN15 'Illll�` '�! 1110,I'lUj ' ill - z LU I I / , I - - I L", , sc"FOIA F I , , I Ili al ,'I I , I I I 11 .1 In- A, I ;iI�� lit t'i I-,IoI,' 0 >I- - I I :N , " I, 1, ,�,C. ,, , ,1,l� - ---------- T . . 0 - 15' �). , 2c I21 ! 1. ry . �- � I , , � ,' � Ill, I 0 ry, -- . - 4 I ,"!, , . I S,. I I I l I I -'-�� , I IS I It 1- "I ,�, I 1�-i�l r,� P, ., ,,,, , F-- ! , � 7 1 - I I I I Uj - SECTION Al SECTION Ill 0 a) - 1p'- -I ... 1, IIII Sllo,ll, I!OILII�l.,III,,� 5I?,lI � - D Uj . ..... DIMENSIONAL AND REINFORCING DETAILS a: r*V"llllllll` � TYPE C - DIMENSIONAL, REINFORCING, AND STEEL GRATE DETAILS �- L l l i HE f,L Rwr I ON , 'D� - FY 2022-23 NDE' SHEET co -< �l " 11m5li -� � FS�&') D11TCH BOTTOM INLET TYPE (7. 1), E. AND Ti 101120 ,�' STANDARD PLANS � 4215-052� 2 of 14 1� � z I 11, IS `DT-1, U1, - 0 0 Ld - Ld - '� I i -1111,-z:- -- - 7;7" 0 - . i 1, 1�--- 1, - -L� - - - - - :� I 0 0 - . - - ------ -- L I 0 / � -- --- - -- - � --- ---� > -l� - --- / - - -----:� � 0 LA- - �- ;11 Lill,'IL I,- -, X // I ill 0 - - -- I I � I �f ; -f -- -- - f ),` - , I -- - - - - - ---H 7 - - - - - --- - -- � � I \ "", -:��-- I , -�--- - -L - - - - - , - �/ --�, � , - -�- - - � 2 ____-4 �) 11 � / l Ll- it-, i � 1, ., -� - - --f - - - - - - I - -- - - - - - - -- �� - - I - - - - - - -I- - - - - -- - 6 ,� - - - - - - -- -- 1 5j , 11 I I . I I - -, - '1- - -__ I � - , -� r _�� FlI��I ITI-i -� � - , � _-��" , --V5 - - - - - - - ��L' _ _ � I - - I ", 0 1 ��:7 - - --- � I \ I -i I - -- ,iii� i //1 � l / , � -i � I\- i �- -- ^ - , I, IT 1-1., -- f ---- - \) - - -�-4------ ------- I r, 0 �-'- 0 j " -1Tim2-------�- I,- ---- �-- -- --- -,- " Z t K0 L- I— I - I / ' �11 w ,:,:) ") - -- - i :�- I PLAN SINGLE PLUE L, .T. .l'. �,�I 9,.,Tt� a � I I I ISM It ��Ilp - 6 = C-7-Vi i-IS.7 4 15,o c-c-i A", _,f < 0 - , 0 0 - J W 0 I PLAN MULTIPLE I'll I - (If --�. ) �> m m --, "' -� <-�- � --1 -- Uj 2 I:2 ,( 0 --�< - g - - - ,-- , ,r -,,---, I LO p 't -,- J� "" " ,� �, - � - , ` (0 , , III ", . - I I , --- <-- Ili I 1, I— , l, --� ---- -"I n - - - ---- � " " I I- " - �- I I , I 10- � � 11 -,--,---- 1 c,,,,l,1l-- "I, I, L , 0 I-,-- 11,1t'l ill, � ! t iI/ l,It" �, ,,, - � \ I I 7, lam._ �,� < � 2d'I'll"11 / I ,�-� I r, --1 -1� I , � I- I 1�111LL, I �� 111-If"ll, 11 _ I I , - 0 I - I '-- - _ 2 " I I I. , , I I -I-11, -, I " � 11 � " ,,,,,'L �1111:" -"�, e.�S',I - � I ,-l-, -- / /- Ze['Il�n �Vl , ----, I blIt�2,;l-, I / / ". , - - I ��, \,�, ')) L " �7 I T� - I / ,� ,�� - - , / I I " - -- -- ---- - -1 - - - I - I—- , I ::f1 - I to I , L-j ) i � 50Lt , N � " � I I 2L I "'I "If'! -'/ ,,�'r -�- I �Ll r- i7; - -i`,, vo, ,",I, I 11 E SECTION A -A I r- i `P,p,15IaJ) Fifie,t) (N 0 I F I 11 rl, 1�lf S r�I!I, - iI E,,:,I - N-I � I'd- 0 , 0 . ELEVATION DETAIL 'A" l % in--:t d J - �\�l w, * ROUND CONCRETE PIPE %% + I ......... ,-i tj 0 (Ellipt'i PUDc Smidat I - - ".. . -7 � z ,- rj . N;. , NOTE: ,- 1,) I - 4� , I ! t l ,,,, I ,�,t .4; .." N .. - �oz - SINGLE AND MULTIPLE CONCRETE PIPE :;�-js ..try U- ,l ill "Is-, I', - 0 D .�, ...I " 'I OrLICRIlll FY 2022-23 AEEX ll -7. -, i 5 L, , t21 - -1-11 -Iy - : z im * w W-�- ;4 "- ��' i I FlDdfl), CROSS DIZAIN MITERED END SECTION :l - �- . - 21/01/�; I , STANDARD PLANS � 430-021 2 of 6 - . U, F- ,c 1 � z �-z il �T-4 --. L) 6 < , -4 � �- �� . , 0) I., .co I 1% �> z 0 ". I . lc�;i .'.) , ... ,--. . I Ill PL *04.. .1 ,�,( , , , LLJ l L,j fill �- < Ld 1111111 I 11%%� z z 0 Uj E: (D m �- z Ir Ld � L'i () - I C14 2:1 (/) m -:) - 0 01 3: U-) � > Ld V) i Of < �- Ld 0 Ld I_ < z 0 F- 0 a 0-1 �-- (n z 0 0 JOB # 22012 0) 3 DATE.. 03/14/2023 01 SCALE: N/A N 0 DESIGNED BY: JTT C14 11 C14 DRAWN BY: JTT -d C APPROVED BY: BSB L- c7i c: ui 1-1 �-,! 0 N CN C903 1-� a � 0 in 1-� m Page 160 of 253 GENERAL NOTES. & TABLE OF CONTENTS: LAIT oL5calplION prVxs;qr, 11101121 3;1 — FY 2022-23 FDOTV, STANDARD PLANS GENERAL NOTES: ,',--0)i cl I I -y rl,-,1 ^ ,! i,P I I n- to I", ""If Il"t p, I'll'I0,11'. F". `M-1 IIHI- "I i 11,F V'I I�I iult, P.VI; -�M '01 11111 -11C B 41pll,, C.P. I oo, CR I N'j,'Itt - r - h If, 2I r _ - t 'I- "'I" 'XII 11 If LIQ1 1fILI--rI, -P-111 11 tq, Pi"", M, T1 PF A TtPF E SHUL)LDLII IfFER TYPE A, TYPE E, TYPE F. AND SHOULDER r-OTTER L ONE RI I I PUTIP1 H 6VAN0 CURB AND GUTTER CURB RAMP NOMENCLATURE 110�\ T A C TYPE E V NOTF PLAN VIEW TYPE A icy V SECTION A -A TYPE F -c NOTE, TYPE 13 3" SECTION 5-13 NOTE:-,, 2 TYPE RA s- T-- T-7 Jc� NOTE: F, I I, I, DROP CURB SLCHON C C t2 T E D VALLEY GUTTER NOTES: I—T ?"Ll� I " I I-L I I PL' ", ----------- jtI , L"ilILI? - ` �, : , I . ,, - " _ 12 1 �, . ;, , -1 -- 1 It 7 I �j �Ilrl 111I I -C ��X --s Icp, , 0 � �,,r � I I ��,! -11d,1- -1111 / 17 1 1 1, 111 . �'II 1,11 1 1 ci, �", t L�� NOTE I- SHOULDER GUTTER V, It,"I TOLL HEADER CURB CONCRETE CURB AND GUTTER 11DEA SHEET LAIT oL5calplION prvx,S�Iorl FY 2022-23 5 INDE.1 51ITET oj� FOT11", CURB A-1\-,D (3UTTER 5 oj� 20-0 1of3 11101121 DSTANDARD PLANS 20-0 2of3 L45T 1�� OCICRI'T11111, i: -23 1 FY 2022 sneer F DETECT'ABLE WARNINGS A -ND SIDEWALK CURB RAAT a&Fl� ps 11101121 STANDARD PLANS 52'2""0'02� 1of7 ISOMETRIC VIEW ISOMETRIC VIEW PLAN VtEV.1 PLAN VIEW 3) l sr SECTION A-.! SIDEWALK CURB RAMPS CR-A AND CR-B L45T i FY 2022=23 r F _RS�JrO, DETECTABLE WARN'ANGS AND SIDEWALK CURB RAIMPS 11101120 STANDARD PLANS 522-0021 2 of 7 /Z/ A, ISOMETRIC VIEW 0 0i`I,!,- -I,, OPTION A ISOMETRIC VIEW TI`1 i OPTION 8 tN ISOMETRIC VIEW V PLAN VIEW PLAN VIEW E t Law NOTES: PLAN VICW 2. CI, I, ;I, L,I - SECTION 0-0 SECTION E-E CCR- SIDEWALK CURB RAMPS CR-H, CR-K & CR-L L"'T FY 2022 23 ......... FDQJ�\ DETECrABLE WARNINGS A.ND SIDEWALK CURB RAMI'S 11101120 STANDARD PLANS 522-0021 5 of 7 Q! pt?7 i3 J— I'l IN-1 -'1 161-1 r0 TYPE A TYPE R TYPE 0 TYPE E TYPE F I SHOULDER GLITTER NOTE: -,Lo, -,; CONTRACTION JOINTS IN CURB CONTRACTION JOINTS IN CURB & GUTTER C -v -I Atprr NOTE: E:!, P.- Eov: 'r r PLAN PLAN PI AN PLAN EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT T1 -I b ELEVATION ELEVATION LLLVAT fQN LLEVATION I"-w P'111n. FLARED END STRAIGHT END FLARED END STRAIGHT END CURB TYPE A —0JR8 AND GUTTER TYPE F AND TYPE F NOtLS: NOTF CURB AND CURB & GUTTER ENDINGS tlp v)M G, LI", Q,- �o CURB GUTTER AND TYPE A CURB:,�: ADJACENT TO FLEXIBLE PAVEMENT 4- �n -z 2. T- 2 CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB CURB AND GUTTER JOINTS AND ENDINGS, CONCRETE BUMPER GUARD, AND ASPHALTIC CONCRETE CURB LAST oL5cqIp1 ION prVx,sMr1 FY 2022-23 INDEX SKEET FDOTtl', CUXB AN-D GUTTER 11101121 STANDARD PLANS 20-0 3 of 3 PLAN VIEW L45T 1�� OCICRI'T11111, 11101121 ISOMETRIC VIEW OPTION A OPTION B OPTION B ISOMETRIC VIEW ISOMETRIC VIEW C -IS 0 OPTION 8 ISOMETRIC VIEW t < PLAN VIEW PLAN VIEW PLAN VIEW CC R_� c SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G FY 2022-23 FRO "'' DETT ECABLE WARNINGS AND SIDEWALK CURB RAATPS STANDARD PLANS 52'2002� 4 of 7 ISOMETRIC VIEW 05 N'OYE R! p Lsc „r, , As SECTION C-C PAVEMENT RELIEF DETAILS Z-/ -7k - - - - - - - Z=-- LANDINGS FOR COBB RAMPS WITHOUT SIDEWALKS I , , i P.-F , FI I R4 P.,.".: 11! ;, li, 0, . , I Ii— , I ', 0,-) ,I— t 7-: 7" 0 )i-h OPTION A OPTION B DETECTABLE WARNING ON FLUSH SHOULDER SIDEWALKS CURB RAMPS WITHOUT SIDEWALKS AND FLUSH SHOULDER SIDEWALKS D � IT "p"O" FY 2022-23 NO s Err RfVISILIN LA FDQJ\ DETECrABWARN INGS RI.N NGS ASIDW EALK CURB RA3-11JS 11101120 STANDARD PLANS 52)2-002� 6 of 7 �0004L� CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 cf) (Y 0 Uj VJ 0 w C) 0 z LU 0 ry 0 LL D U-j cf) z 0 OW o o 0 LL- 0 C) Ln Ln 04 0 04 CKS C14 C/) 0 LLJ < Of Ld 0 Ld I-- z F- cy N n � Ln (0 r, co m 0.- (10 JOB # 22012 c) 0) DATE: 03/14/2023 0 SCALE: N/A N E5 DESIGNED BY: JTT C14 C14 1-1 DRAWN BY: JTT -d APPROVED BY: BSB > rn c: Uj 04 C14 C904 0 Page 161 of 253 _T To 1'r in _T _i� Sh qd Ul I- l, 'Rcodiy, IMI!t.le b"'a Sl` Stale FI sh,eld SrmHaU =I jl Ii, 2,i 5 F r 1 128 S F S F 3 4 V U _T I Ill LMr TSlS I .V Tlr, S1,0,, IT PAVEMENT MESSAGES NOTES: , i" i I-1 llI— Al I I, A - PAVEMENT MESSAGE AND ARROW DETAILS LAST PESL RiPTION -23 REVi,.,o "\ FY 2022 FDCA 12/01I21 a STANDARD PLANS GENERAL NOTES TABLE OF CONTENTS: i 12 1,,-, w!I•I :AST 51PN 11101121(4, 4, GENERAL NOTES' 21 Iji, "t WT T� l, E Illi T, F TABLE OF CONTENTS: LAST Of r, liPTION EV,S100 P 11102120 ICIj FY 2022-23 F - gO STANDARD PLANS FDOI FY 2022-23 STANDARD PLANS _T 2 1 1 Li 1 in Mliia, 1111! 0 07rla, r 'a 9 7 L III IIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIII sol 3 '4 T JI` 10 10 17 7i PAVEMENT MARKING LINES ?�i, T'I I _0 I I _,7 I In 1 10 1 F0 1 10'-30' SKIP LINE WITH SHADOW MARKINGS 3,1 j f, 1 1 15il'I 4 I• 1�11 I I'l 'Isi !,I I, I -I t, 13i DOTTED LINE WITH ALTERNATING SHADOW MARKINGS ➢,vDEX LFY 2022-23 REVi'1110 PANIT VEINIEMARKUNGS FDCA 711-001 1Of13 11101121 t! STANDARD PLAN U-_fYPE CONCRETE ENDWALLS UTYPE CONCRETE EINDWALLS BAFFLES & GRATE OPTIONAL 15" TO 30'1 P111PE CORE, MILLI 10PS CURB IINLET TOP TYPES 12, 3, AND 4 HIDEA SHEET 430-011 1of5 NOTE. Si 1. S"L 3 15' AND IA' PIPE F1 I I 24" AND 30" PIPE P3 SI OPES IR IYANT) 18' PIPE 24 AND 311" PIPE P4 SLOPES 15'AIVO 16' PIPE 24'AND 30" PIPE lie SLOPES REINFORCING DETAILS jS,Lp vrews And 6,,ckw. h SectTor.s Shnwrdl LAS BFVd 5104. 11/0 121 R.A6.A MARKINGS FOR MERGE.m L i -Y �7 1! r, h '7 L If TT 1_I ,"F, T I iNDLI, "H"ki PAVEMENT MARKUNGS S 7a 1-QQa 2 of 13 i0l L LL -1 F� PLAN L i r ktLl V, ELEVATION END VIEW DIMENSIONAL DETAILS TABLE-3 DIN.1"NSTONS A,"ID 110A'NTITIES FOR SAFF.-f-5 i I IT FABI I I DPILENSInNIS AND ILNIANTITI"ES FOR ONE iJ-ENDV14LL RNII 3!� 2 -0" -IJ 1 77 1,4 2" 4 1 34 j14 4 4 110 7 -1 i-7 1 -,,1 4 4 ENDWALLS WITH AND WITHOUT BAFFLES FOR 11-3, 1:4, AND 1:6 SLOPES FY -23 ',' SHEET 2022 U TYPE CONCRETE EINDWALLS BAFFLES F 0-( STANDARD PLANTS & GRATE OPTIONAL 15" TO 30'1 PI 4 3"'00 EO'� I 1 4 of 5 Ti N N ,25 TABLE I INLET DIMENSIONS T T, T1 - T 7 TIT, PLAN PLAN 4 ........................... ............... . ................................................................................................. _-4 ---------- ELEVATION ELEVATION TYPE I AND 3 TYPE 2 AND 4 TOP DIMENSIONAL DETAILS 2 45-02 IND 01 of � S""E13 11, Fol Z LAST Of r, liPTION EV,S100 102120 tj PLAN TYPE AND 3 ICE'- pi"j-7 F PLAN NOTE: F 1, 2 TYPE ? AND 4 TOP REINFORCING DETAILS TOP DIMENSIONAL AND TOP REINFORCING DETAILS ND 022-23 FDOI INLET TOP TYPES 1. 2, 3, AND 4 CURB 1. STANDARD PLANS EX 25-02 2 of FY 2 4 1 O� `H"k13 LAST PESL RiPTION REVi 12/01 STANDARD CROSSWALK DETAILS SPECIAL EMPHASIS CRO55WALK DETAILS NOTES: �11. W rl I,, t, �Il, 1 171,1 RM, FY 2022-23 FDCH[\ STANDARD PLANS PAVEINIENIT MARKUNGS _r TABLE-5 TABLE OF DIMENSIONS ANCQUANTITIES FOR ONE GRATE LA A I 1 t 2 .1! 1 -33 r I l 1 j 4 4 c Io 2j 1, 2 1 PLAN 0, I, j)l 3t , E 12 3" 2,1 _ -.j .0 •54,, llc 7� I c �3_ 1: 3 j 5 IT 11 T I - in r I, IlT i- I P in, 5 T�iL 0 1 r J_ AI" 1,, 1 0, aar 1, 6" y"! I DETAIL "C" ELEVATION STEEL GRATE MOUNTING 1D& N X 711-001 9 of 13 1: DETAIL "A" Grate Seat I. qd) A111hl, Belk Detan DE I ALL "B" END VIEW 4 4 5" DCT4T, V \_ i I _11L 2 A FTAN, 1 , 1-1-, - 4 SECTION A -A SECTION B-B i-42 l Bill, W,,lj LrI,0110? i:i AIIII, W,ld DETAIL "D" DETAIL 'E" STEEL GRATE DETAILS STEEL GRATE OPTION L A.55 IrP 4, RrvL L)IE?,Li?LPNc1N FY 2022-23 F 0-f�, L' TYPE CONCRETE EINDWALLS BAFFLES SHEET 11101121 STANDARD PLANS & GRATE OPTIONAL 15" TO 30'1 PIRE 431"'(DEI 5 of 5 -1; 51 T D, INLET SECTION WITH TYPE F CURB AND GUTTER INLET SECTION WITH TYPE E CURB AND GUTTER T, 7 11, 3'-6" DIA STRUCTURE BOTTOM F." 4'-0' DIA. STRUCTURE BOTTOM INLET SECTION WITH TYPE F CURB AND GUTTER LAST Of r, liPTION EV,S100 P 11102120 TRANSVERSE DIMENSIONAL DETAILS 4- 3'-fi" DiA STRUCTURE BOTTOM 4'-0' D[A, STRUCTURE BOTTOM INLET SECTION WITH 7'YPE E CURB AND GETTER TRANSVERSE REINFORCING DETAIL TRANSVERSE DIMENSIONAL AND REINFORCING DETAILS FY 2022-23 NDEX ""I I CURB 1. FDOTLET TOT P YPES 1� 2, 3, AND 4 IN4 STANDARD PLANS 25-� �I 0203 of 3 J, F mAl 1] 11 :4 CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 < ry 0 Uj _j LL cn � _j _ z 0 Uj O ry 0 LL_ I 0 Uj U) D Uj co o 0 LL_ 0 0 C14 0 _j < Ld 0 < O - O (14 n it Lc) (D r- 00 c 0 z 0 C) JOB # 22012 3 0) DATE: 03/14/2023 0 I SCALE: N/A N 0 DESIGNED BY: JTT 04 C-4 I-, DRAWN BY: JTT a APPROVED BY: BSB rn c: LIJ 04 C14 C905 0 Page 162 of 253 i. Pipe bedding material and trench beokfil|shall bmselect common (clean)fill compacted tng5% (98%inroadway) *fthe maximum density wsper AAGHT0T-1O0. 2. Contractor shall install crushed rock (or equivalent bedding material) where pipe bedding does not provide solid support (yielding o,p|asbc). Depth of material shall Uuaminimum uf0''.oraeneeded, toprovide non -yielding support for the pipe. All unsuitable material shall bmremoved from pipe bedding unless special provisions are approved bythe City. 1 Excavated trench width atpipe haunch shall b*sufficient |nsize for haunch compaction, but shall benogreater than 15^oneach side ofpipe for pipes less than 24^indiameter (24~for pipes 24''indiameter mrgnaa,erj 4. Water shall not bopermitted intrench line during construction. S. Pipe line shall beinstalled with bell fitting facing upgrade. 6. Gravity sewer shall have o0^minimum rock bed. CITY OFOCOEE DETAIL CONSTRUCTION DETAILS NO. UTU0l Pipe Bedding and Trench DATE: September 2019 SCALE: N/A Transverse Section NOTES: 1 All pipe oheU include the installation of #10 THHN copper tracing wire capable oYdetection bycable locating equipment. 2. Tracing wire shall be buried directly above the transverse centerline of the pipe. 1 End(s) of the locating wire shall he such that wire can be accessed by locating equipment maa*sninU ,he w|n* in m valve vault or blow -off box. Wire is required ioextend 12''minimum above finished grade. 4. Unless approved by the Qty, early warning tape indicating the type ofpipe shall be required. 5. All directional gr|U pipe shall have locating wire attached tothe top ofpipe and shall remain onthe top o[ the pipe during installation. O. All service lines shall have locating wire placed onthe pipe emdescribed in City ofOcoee detail VT206 "Utility Service Connection" 7. All wire splices shall becompleted with twist -on type wire nuts with gel ur grease filled moisture seal. 8. All tracing wire installation shall be tested and verified for continuity by the contractor prior *, final acceptance FITEWNEWITSWWOW CITY OF OCF>EE CONSTRUCTION DETAILS Pipe Locating Wire | SCALEN/A _FXTG7MDPE Restraint Table Minimum Length (FT) to be Restrainei on each side of Fitting(s) Pipe Size Fittings -- | � 4^ 0^ 8^ 10^ | / 12^ | 16^ ' 20~ | QO°Bend 18 24 32 38 44 55 74 450Bmnd 10 18 13 16 18 23 31 � 221/2'Bend 10 18 10 10 10 11 15 11 1/4'Bend 10 10 10 10 10 10 10 Plug or Branch ofTee 30 47 84 81 98 133 107 NOTES: 1. The restraint values as indicated bythe "Restraint Table" are minimum values. Design engineer shall be responsible for confirming field conditions, and make adjustments accordingly. Z All fittings shall have restrained joints unless otherwise indicated. 3. No restraints required if continuous pipe length to fitting is greater than value provided in"Restraint Tah|e''above. 4. Where two *rmore fittings are laid in'|ine.use greatest restraint length for coverage. 5� For in -line valves and through run oftees: outside limits ofrestrained joints from other fittings need not berestrained unless otherwise indicated. 8. Lengths shown in the table have been calculated in accordance with the procedures outlined 1n"Thrust Restraint Design for Ductile Iron Pipe" ee published byD|PRA.with the following assumptions: Working Pressure: 150PS| Soil Designation: SM(Silty Sand, Sand -Silt M|x.) Laying Conditions: 5 7, For pipe sizes not included |nthe Restraint Table orpipe material not adhering Ngiven conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. DETAIL NO. DATE: April 2O10 CITY ylFOCOEE CONSTRUCTION DETAILS PVC/HDPE Pipe Restraint Table I SCALE: N/A See Note 8: V 8 2� imum �- -| #4b��m� concrete cover `~= TU Valve I.D. Marker CCVV Concrete Collar (See note 6) (See note 5) Finished Grade Actuating Nut for Valve Adjustable cast iron valve box Valve box shall rest on Adjustment Ring bedding rock, not on valve or pipe, and shall be centered on Valve operating nut. ,kr�",'�� 6"FDOT #57 Stone---- NOTES: 1. PVC extensions shall not beused onvalve box. 2. The actuating nut for valves shall be no deeper than 24" from ultimate finished grade. 3. Valve assembly shall include center spacing guide from the City's Approved Materials List. 4, Where valve nut is more than 36^ below grade, valve assembly shall include an extension from the City's Approved yNmterio|a List. 5, Valve collar shall be24^x24^x6" square pad and concrete for collar shall befc' of3^DO0 psi minimum @28days for non -pavement areas. 8. Valve Marker shall be from the Ciiy'a Approved W1utorie|a List and shall include "City of Ocoee", main type, size, material, turns to open or close valve, and direction of rotation. 7. Valve Box shall not be located in pavoment, midewa|k, or driveway unless approved by the City, If approved, Contractor/Developer shall reach out tothe Utilities Department on the location ofthe Valve Tags. 8. For Valve Box approved in pavement, m disk valve marker shall hang in the valve box anchored kmthe locating wire. DETAIL NO. _ DATE: June 2021 - CITY OF [>COEE CONSTRUCTION DETAILS Valve Box and Cover ISCALE: N/A Pipe/Main color based on � Main (type) Main (type) U `�-Sme Note 2 for lettering size om/ hole /n vawm andnriemeUon. a (below n and above valve PIPE LETTERING NOTES: box threads) - 1Lettering shall be per the American Water Works Association. 2. Lettering shall be minimum o(8/4^ in height and shall be be facing upwhen the pipe is installed. �~ 3. Lettering must be permanently imbedded into the pipe/main, not painted nrstamcileProvide �� '~` one continuous |~~~ m-/ tracing wire with z4"mexcess ' 4. Lmumhmg ehoU be of contrasting color to pipelmain oo|oc and nvn excess tracing wire /n valve box #10THHN Solid Wire _\ Pipe N1erking(Lottmrinq) \� � _ NT.& - - - - � Main (type) Main (type) Main oype ` v [J Diameter =2.3^0o4^ L�------�-/ 3"Tape centered along the top half of pipe. � � ^ (a6* uiew (auAhuiew (a«41)«lem . . � Main (type) m°»oyp* Main (type) � Diameter =6" to16" Two (2) 6" Tapes along both sides of top half of pipe. -�l | ' �«Al)umm (ouAj)uttam (auA;)uiew [ ` mam(�e> wm/o(�e) Main (type) ' � � � � Main (type) wamoypa Main (typ ) v �U Diameter =2Q^and larger Three (3)G"Tapes along top and both sides of top half n/pipe. VVaroingTape NIS. WARNING TAPE NOTES: 1� Tape color ahm|| be in eu*mndmnum with (same) as main/pipe color. 2. Tape lettering shall bou\least 1''inheight with nogreater than 12''|n spacing. O Warning tape shall extend total |emQ/h of pipe. CITY OF OCOEE DETAIL NO. CONSTRUCTION DETAILS Pipe Identification UTO11 � Warning Tape DATE: April 2019 ... . . . . . . ........................................ ................ . J1 ................................................................ . . . . . . Hid I NOTES: 1 All pipe mb*U he installed with # 10 THHN solid copper tracing wire. Tracing mjm must be installed directly above the pip* in a continuous circuit, 2. Tracing wire shall cover all main, pipm, branches (including fire hydrants) and service connections. 1 Tracing wire shall extend u minimum of 12^ above grade at required intervals and/or valve lids. 4. Tracing wire ehmU be coiled and placed in o valve box and shall be easily eocemn|b|e 5. At dead ends of mainm, pipm, and/or mamkm. the tracing wire nhmU be p|*rod in e properly identified uoau iron valve box (Valve Box and Cover Detail UT009). CITY OF [)CrlEE DETAIL CONSTRUCTION DETAILS NO. UT012 Tracing Wire Location DATE: April 2019 Ji F"Im"I 1] 11 :4 /fV1nnnn`unusroKt-s-uc� CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Moit|ond, Florida 32751 (407) 829-8330 � o UJ ��. 0 W LU 0 Fro U-i UU �� 0 &� Ld 0 LL_ 0 � 0 � Ln Ln _ ' m _ � �� O U) CKS >w LLJ� of � LLJ 01 o —mn -1- tomr- Mcno in u JOB # 22012 - DATE 03/14/2023 SCALE . N.T.S. DESIGNED BY:JTT 04 DRAWN BY:JTT APPROVED BY:BSB 04 C9 11 M Ill Pipes/Mains SeRequirement Table (See Note 11for Structural) Potable � Reclaimed Sanitary Sewer Storm Sewer Structural Hori� Vert, Hc�. Vert. Ho� Vert.Hoh� Vert.Hm�. `` ~^ _ Potable 3' 12" 10' 18^ 3' 181' 10' ^ ~ Reclaimed 3' 12^ // // 3' 12^ 3' 12^ 10Y Sanitary 10' 18^ 3' 13" 3' 10' Sewer '- Sturm 3' 181, 3' 12^ 3' 12^ X/� 1O' Sewer Joint Spacing Requirement Table (See Note 2) Potable Reclaimed Sanitary Sewer Storm Sower Potable 3' 6' 3' NOTES: z. The table above represents the min/mum separation requirements asdescribed in the cuv's Engineering Standards Manual. The most stringent requirements between the citv',Standards and the guidelines set forth in the Florida Administrative Code a2-sssaz4{p.A.c). shall apply between newly proposed utility lines and existing o,proposed utility lines. z. Joint spacing shall be based onone full length water main pipe centered above orbelow other pipes. The joint shall benoless than the required distance from the center nf the crossing ofthe two pipes. (The water pipe shall beabove the other pipe unless otherwise approved bvthe c/,vJ a. Where the cit/s minimum vertical and horizontal separation from potable water cannot beachieved from the outside of the potable water pipe and the outside of the mxe, pipe/main, preferred separation in accordance with F.D.E.P. rules of the Florida Administrative Code 62-SSS.314 (F.A.C.) and 62-604.400 (F.A.C.) may be allowed upon approval by the m/v'` Utilities Department. a, If it is not technically feasible or economically sensible to comply with the requirements set forth in 62-555.314 (F.A.C.), technical or economic justification for each exception must be submitted to F.D.E.P. with alternative construction features. Proof of F.D.E.P.'s approval for exceptions shall be submitted to the City. 4. For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by F.A.C. 62'610. Other types vfreclaimed water, not treated to nuh|i, contact |pve|,' shall he considered raw sewage, and the separation list for sanitary sewer shall mpp|v� S. Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation requirements. 6. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the outside dimension vfeach p|PeYmain. 7. All Sanitary and Storm Structures shall follow separation requirements above. a. Potable water pipes shall be laid above all pipes conveying raw sewage whenever they cross. 9. All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or future grading *vensure the av^coverage. 10. No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sever must h,approved hythe City and i^subject tnspecial conditions and materials. 11. Structural shall refer to foundations, wmUu' etc. Additional separation ^hu|| be required by the o/v for construction of, including, but not limited to: live loads, mo|d'morv,ommcrcia| buildings, ovpcotmuo,cs, embankments, retaining walls, bridges, railroads, high voltage transmission mains, gas mains, etc. CITY OF OC(lEE DETAIL CONSTRUCTION DETAILS NO. � ` ^ UT013 Pipe Separation Requirement Table DATE: September 2O22 SCALE: N/A uuu Sidewalk Single Service A F2T#-JJTA�� Private Services Double Service Single Service Single Service-, 0YP�) L' | � .__/__/ Meter Location Plan View Typical Meter Layout Curb Grassed Parkway / Sidewalk Right -of -Way Line 1 Pipes/mains inthis detail are for representation purposes only. Refer to plan or utility sheets for pi»me/ma|nmaterial, size, and configuration. 2. For meter configuration, including fittings and box, see City ofOcoee Meter and Meter Box Details UT207 for Single Family and UT208 for Commercial/Multi-Family. 1 Unless directed by City, reclaimed and potable meter boxes shall be separated by placing the boxes etopposite property lines. 4 Meters should he centered in grassed parhwey, if pumuih|e, offset from front of sidewalk 2'.and such that private service will not cross adjacent lot. CITY OF [lCOEE DETAIL CONSTRUCTION DETAILS NO. U�3O7 �----- - -' Meter & Service Locations DATE: April 2D19 SCALE: N/A | /\ | /�� Curb Resilient Seat Tapping Valve Flange Restrained Mechanical Test Plug Joint ^� Ac*iveMain - - Gasket NewMoin--' \ Stainless Steel Tapping Sleeve NOTES: 1. All Sleeves and Valves shall Dewater tested before tap 2, NoWet Tap onAsbestos Cement water mains. 3. For Valve Box and Cover, see Ocoee UTVV9Valve Box and Cover ^ Brass Corporation #1OTHHWTracing U-BranchBrass Horn Wire 0oMatch Use (1^x3/4~x3/4^) 90' Angled in Color Installed Upright Cum Stops at Ends ofHorn Curb Stop Z(See Note 3) L Of ui �| | \ C| �Double �o|Exo�aa - Meter Service Polyethylene Tracing Wire in Box and Water Tubing mn» Meter (By City) Single Meter� Double Meter Configuration Box and Water Meter (By City) Service View with Single Meter Corporation Stop (Ford F1000 & Fittings (normally open) AWWA Type Cc Threads �/ , ToMeter/Box Assembly n #10 |HHm Tracivm Color to Match 01 �-S*rvi**.Po|yethy|en* Service 30\ to 45' Tubing, 1^min. `-Doub|o8map Stain|eu*Stee| Water Main Saddle Tapping Section 0 NOTES: ` CITY OFOC(}EE DETAIL CONSTRUCTION DETAILS NO. ` - UT205 Stainless Steel Tapping Saddle and Gate Valve Assembly Water andReclaim mwua DATE: Feb. 2020 J Service from SO,Cumpmoaion Curb Stop Fitting Fun1 min L Weather Protected Heavy Duty Tape 2"x3"x8' Wooden Stake Bullet Lock � 2 � Dual Horn Brass with 90`Curb Stop %l3*rvimfrom (FondUV4342m-NL) Ma|n(P.Ej Double Meter Curb SboR Single Meter Curb Stop NOTES: 1. Water Service shall be1"diameter P.E.minimum. 2. Service curb stop ahoU be bullet locked using High Field Manufacturing Cap Seal #9321O15U.Bullet Stud S321O14Uand Base 8321O12O. 3. Service shall extend 4'above finished grade and shall banomore than 2' from back ofcurb. 4� Top of stake ^hmU be painted the color ufthe Utility Service and |ab*|oU with the Lot Number(m)iAddneoo(es)aserves. 5. When water service will be used for Bacteriological Testing, a hose bib shall be installed onthe Curb Stop. 8. Meter shall be installed by the City un|aae authorization has been given by the City (VT2V8b) T Private connection to the meter ohm|| be the responsibility of the Uwner/Dwo*/nContneovzr. CITY OF [lCOEE DETAIL CONSTRUCTION DETAILS NO. UT208a Single Family Residential Service DATE: Fobnumry2021 SCALE: N/A | ' 1. All fittings shall Uebrass with joint type connections. 2. Noservice line shall extend orterminate under odriveway. 1 Meter end of service shall terminate with curb stop (9U^)for single service and dual horn and curb stops (9O`)fbrdual services. 4, Meter end ofservice shall terminate 3' past meter location where service shall, un|vmo directed m«hemvisw. extend 8'above finished grade tied to a 2" x4^ x4' stake. If directed, service connection ahuU be buried and located with mn2^ x4~ x 4' painted marker. Stake o,marker shall indicate |ot(e)tobaserved. 5. Concrete curb shall bomarked (stamped oranw-cut)with ^Wrlocating service. 6. Service connection |othe main shall use approved anxd|e, and tapping of mein ahwU he by emethod where a solid coupon iaremoved. 7 Services installed under finished or existing pavement shall be directionally drilled. 8. Upon approva|, direct tap (no saddle) may be used on Ductile Iron Pipe. 9� Service color shall be blue for potable water and purple (magenta) for reclaimed water. Existing -- Muffolrevem /-MXU (FlexNet ~""v Meter 471 /-D�|Ch*�Va�e - ' (Potable YVub*r).Ford HH�H81'323-NL 90~Qompmee�n \ w/ ^ Curb Stop Fitting ' Fond KV43-342YYNL Private Connection Service from K4o|n (P.E.) Side Single Meter View ' Brass Meter Connection Reclaimed Meter Connection Use Brass Meter Connection (substitute for Dual Check o n u Vo|waj �| ' ^ Bullet Lock �-DualHormBress with w0'Curb Stops, Ford UY43-42W-NL Service from -~~~ Dual Meter Front View Main(P.E) NOTES: 1� This d*te|| ahm|| only be used when the Contractor/Developer hmm been given special permission bythe City tnplace City Meters. 1 Water Service shall beI^diameter PE.minimum. 3. Service curb stop ehoU be bullet locked using High Field Manufacturing Cap Seal #g321O13O. Bullet Stud 93210140and Bmeey321O12O. 4 Private connection to the mete, aheU be the responsibility of the Ownor/Owner'sContreo\mr. ----- - ' ---' CITY [1FOC(lEE DETAIL CONSTRUCTION DETAILS NO. UT208b Single Family Residence Meter Configuration DATE: Februmry2Q21 | SCALEN/A Ji F1 1, 11111 : 4 /IV1nnnn`unusroKt-s-uc� CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Moit|ond, Florida 32751 (407) 829-8330 � o UJ ��. 0 W LU U-i 0 co U-i UU �� 0 &� LLJ 0 LL_ 0 � 0 UJ ��.....................�� .., �� i�i �iiiiiiiii iii iiiiiiii�ii �� I uuuuuuuu uuuuuum uuuuuuuull uuu lmlluuunlloollm000lluonnl mml uwl IIIII IIII®IIII III III I III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II II IIII I )V. A 7 Public Private City Water Meter with Meter Kit Flanged Fitting (Shall be purchased from the City) [see note 1] Spool piece Flanged Curb Stop---�(See Note 3) Spool Piece ._ ' .... 9" Min. (See Note 3) c ; (Typ.) Finished Grade�� uare . From Resilient Sient q Nut To � Main Gate Valve Structure (For Valve Box and Cover 18" Wide x 6" Concrete slabwith see Ocoee Detail UT009) 94 Bar all around (2 Required) ►ft 15SU43 1. Contractor shall be responsible for installing City water meter matching pipe size with meter kit and shall supply and install all materials. 2. All pipes, fittings, and end valves as indicated as private shall be the responsibility of the owner. All pipes and fittings indicated as public with material not indicated shall be brass or schedule 80 PVC. 3. Spool piece length shall be a minimum of five times the diameter of the pipe. CITY OF OCOEE DETAIL CONSTRUCTION DETAILS NO. UT209c 1 1/2" and Larger Commercial/Multi-Family Meter Configuration (Reclaimed Water) DATE: June 2021 SCALE: N/A 112 of Pipe or 1' Min. ��i,i��,ii�i�iiiii��i��iii��i��i�i�i�i�i�i�i,ii�� iliiuuuuuuuwouuuouuouuuouuuuuuulilili luullllllllluullu®lolm0000monmooumuouull IIIIIIIIIIIIIIIIIIIIIIIII ®Iluuullllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I ��il Extent of Pavement Replacement a s 6 18 --Replacement Base C_ 4 Typical Cross Section Starte Compactions: Straight and Smooth Saw Cut Existing Surface Treatment '4 _. Varies Curb Butt -Joint Detail 1. Backfilling of trench shall be in six inch (6") maximum lifts. 2. Stage 1: Backfilling trench in Stage 1 shall use proper mechanical equipment to insure proper compaction throughout, including pipe haunches. 3. Stage 2: Backfilling trench in Stage 2 shall be to bottom of sub -grade. 1. All work and material for the Flexible Pavement Reconstruction shall be in accordance with the most current City of Ocoee - Engineerinq Standards Manual (available at OCOEE.ORG). 2. Any conflict between ESM specification and this sheet's specifications shall be resolved by the more stringent requirement. 3. Replacement asphalt shall match the existing structural and friction courses for type and thickness in accordance with requirements as set forth by the ESM. 4. Replacement asphalt shall be installed the to the full width of the travel lane. 5. Backfill and base material shall be clean and homogenous compacted to 98% of the maximum density per AASHTO T-180. Tack shall be added to the new base material prior to installing the replacement asphalt. 6. Base course shall be prepared in 6" lifts maximum, and thoroughly compacted. 7. Where trench line abuts existing curb(s), construct clean butt joint with curb. In the event curb is undermined and/or compromised, curb shall be replaced. CITY OF OOEE DETAIL CONSTRUCTION DETAILS NO. PWO02 Open Cut Flexible Pavement Replacement DATE: July 2022 SCALE N/A � IIIIIIIII I Fi� 0, 1111:4 - CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 Q Q O u. ■J J tL ��nn VJ S L U W 0 0 W W LU Q0 Fro U O cn U-i L O Ow — zoU O Q0 O U U J J O 0 M W � Z � M �V 0- Q o _J W 0 � 0 � Q to o m CL Q U M N r` N O L0 O ct O � ap"�ya®mmss4�"lfi,J'�p ®Z a.V m •- m+ ° .�' � W �(e r s 'o Z + • « r Q I w .1e ��Q z ###P►IttA� z v W m F Z Qf W W 0 N Z W M O v W W Q 0 0 o Ln ,n C) 0 r ro CO 0 w Z O N 00 (14 N w W � �-' 7) M \ w I— rn Q J \ M Q Q O F— � N r7 -�I- Ln (0 r, M M 0 .- Lil o 0 JOB # 22012 DATE: 03 / 14 / 2023 SCALE: N.T.S. `V o DESIGNED BY: JTT j DRAWN BY: JTT a APPROVED BY: BSB % rn c W 1-1 0 N C913 O 0 No Page 165 of 253 APPENDIX A BEDDING & TRENCHING - TYPE A FINISHED GRADE TRENCH WIDTH VARFS `01/ PIPFI� SIZE (SFE NC.)_I'_E4) PIPE 0,D 12" (TYP) STANDARD DF,A`A/INGS APPF-NDIA A I/ 1.5 �,,i T ui Lu Lu Er" INITIAL BACKFILL 0 z J-1 SELEG �` — I� 1 ALI N C L-I I N G _u COMMON FILL MFF NOTE 8) . LID, I . ......... UNDISTURBED MIN 24" WATER LEVFL. EARTH (SEE NOTE 10 (SEE NOTE 3) NOTES: 1. INITIAI, BACKFiLl, AND HAUNCHING: SELECT COMMON FILL 0,0INPACTED TO MIN 95'1,, LJNDER PAVEMENT OR FUTURE PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO 1-180. 2, TRENCH BACKFILL: COMMON FILL COtDIMPACFED TO MIN (98% UNDEFZ PAVEMENT OR FUITURF PAVEMENT) OF THE MAXIMUM DENSITYAS PER AASHTO T080. 3. PIPE BEDDING UTILIZING SELECIT COMM(DN FILL IN ACCORDANCE WITH "TYPE B" BEDDING AND 1 PENCHING RE FAIL KVW BE REQUIRED AS DIRE('_'JED BY UTILITIE& I 15dN IMAX. (12-IN MiN.) FOR PIPE DIAMETER LFSS THAN 24-IU AND 24-IN MAX (,2-.IN MIN) FOP, PIPE DWIVIETER 24-IN AND LAR(31ER. ,5 WATER SFIALL NO"I 13E PEWATTED IN THE TRENCH DURING CONSIRLIC1100 DEWATERING) AS REQUIF�ED. (3 ALI- PIPE SHALL. BEE INSTPdA ED VhTH BFLL FACII,,,IG UPSTIRFAM TCt TH[,,� DIRECTION OF THF FLO\Af. 7. FINAL RESTORAI ON IN IMPROVED AFZEAS SPLALL BE IN COMPLIANCE WTH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES, SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT-OF-INAY SHAi L COMPLY WITH RFQLIIRFMF?,ITS OF RI(3I--UOF-WAY` UTILIZATI(DIN REGILLATIONS AND R(DAL.) CONSTRUCTION SPECIFICATIONS 8, FOR GF,,A\/ITY SE\/VER, "IHE F'IRSI LIFT SHALL BE PLACED "10 PHE SPRING LINE OF THE PIPE AND COMPACTED BY HAND TAII 9. CONTRACTOR SHAL.L. LISE BEDDING AND TRENCI-ING - TYPE B DETAIL. FOR OVER EXCAINATION ANN VTAEN UNSIL11TABLE �tAATERIALS ARE ENCOUNTERED IN 1-HE EXCAVATION. ORANGE COUNTY UTILiTIES STANDARDS & CONSTRUCTION SPECIFIlICATIONS MANUAL Y 3u FIGURE A101 0/ 10/2021 C( BEDDING & TRENCHING - TYPE B FINI�SHED GRADE TRENCHWIDTH VAFNES W/ PIPI7'� SIZI': (,S F NOIEi) IPE 12- (TYP) STANDARD DRAINNGS LL 0 INI PAL. BACKH1 L (SEE NOTE 1) SELECT cl) COMMON FILL HAUNCHING BEDDING MATERIAL (SEE V40TE El (SEE NOTE 10) BEDDING LI N ID I ST U [:"-,B E D MEE NOTES 9 & �I 0) A EARTH MIN 24"WAI'EF1, LEVEL NOTES: (SEE NOTE Vq I h HNUAL BACKFILL: S11L.1-C"I COMMON FIL1, COMPAC"FED fn M11"i 951�,� (98`/ii UNDILIR PAVEMEN I OR FUTURE PAVENAEMY) OF THE MAXIMUM DENSITY AS PER AASHTO T-1 80. 1 TRE.:.NCH BACKFILL: COMMON FILL. C()MPACLTED -1-0 IVIN 95'�'�, (9T'/n UNnER PA\/1,.MEN1 OR FUTURE PAVEMENT) OF THK MAXIMUM DENE'dTY AS PER AASH'TO T1 80- 3. MPE BEDEAN(33 UTILIZING SELECT COMIM(DINI FIEL IN ACCORDANCE AJLI'H `TYPE B" BEDDING AND TRENCHlt,,K_� DETAIL MAY BE REXRARED AS EARECTED BY UT11FRES. 4� 15-IN MAX. � Q-�N IMIN.) FOR PIPE DIAMETER LESS FHAN 24AN AIND 24-IN MAX (I 2-)N MIN) FOR PIFE DIADIFTER 24-11',il ANF) [,A_1..F',GFR. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCTI DUFUNG CONS7RI-ICTION, DEIAWTER'ING AS RECIARED. 6 ALL. PIPE SHALL BE INS-I'ALLED QMTH BELL FACING UPSTREAM TO THE DIRECTK)N 01: IHE F'LAD\V/V- 7 FINAL PESTORATION! IN IMPR'OVED AREAS SHALJ_ BE IN COMPLIANCE WITH All APPLICABLIF REGULATIONS OF GOVERNNG AGENICIES. SURFACE RESTORATIT)IN VOTHIN ORANGE COUNTY FIGHT -OF -WAY SHALL COKVLY VATH REQUIREMENTS OF RiVV UTILIZA"PON F&GULATIONS AND ROAT) CONNS I RUCI ION SPEC11"ICA1 IONS. 8. FOR GRAVITY SEWER, THE FIRST LIFT SHALL. BE PIACED TO THE SPRltl\IG LINE OF THE PIPE ANID C.,C)SIFACTED BY HAND TAMP, 9, BEDDING DEPTH SHALL BE 4 -IN MINIMUM FOR PIPE EVAINE-I-ER UP T(D'12-LN AND (Ji-IN MINIMUM FOR PIPE DIAMETER16-IN AND LARGER, 11 DEPTH FOR REMOVAL OF UI',JS(JITABLE MATERIAL SHALL GO\/L,.-RN DEPTH OF REOUIRIFID BEDIANG MATERAL BELOW THE PFE. LITTITIES SHALI I)ETERMINE R'FIVIOVAL, OF 'UNSUITABLE IMATERAL TO REACH SLATABLE Fc%NDATRDN IN THE HELD. ORANGE COUNTY UTIL11TIIIES FIGURE A102 STANDARDS & CONSTRUCTI10N 10110/20:21 SPECIIFICATIONS MANUAL q m c, 9 L < < 0 Y w w so z 6 * f M 7 T 41 11' ED ci X < 24 61 Lp'� =J, CUK) �2, F, c, O� 53 �5 T) J_ — ;_j Q a o E: -,) �, " I `� x I LAI U) 2 5, < z 'u E A w - �u < C7 JL In ji 'jI < I- - 1, _1 "J 6J J, > o Ll 61 I�- 5 �u no 5 D.1 w f� �55 -I- a - - :� Z �f, L, K A 1 ;j E 4: 1 A C) 1-7 LU Lj W 2 10 J, 21 III cr, -,, , -) = u ;;�! � 6 , t u "J < > U-1 Lj < F1 fn, 0 0 7 1�2 -"7 2 0 5 - -- n C, - - n Ly -T ILI Lo Z Uj L, < UJ M Q A - 'fli �ji t�j CO n w < 55 �T- Lu I'LL' A LU 1, - 5 cj�: :D LJ so CO I ; 111 < < Lc, < 1 0 7, uj LIL 10- I'll o� w I v 11 , 1�; 4 c," cr_ 06 z ui LR V 0 7 sl 110i LL s, Z......... . Z w L.L uj L", ':�� U- < 0" T 0 0 65 III LIJ Lu U) L z < (n z _T_ 0 __J7 r? L < L LU It Lu L�lj w I., TE 0 C) w z Lu w w m < < < L11 > < c w w cy-1 2 w w w m > 0 w z L1_ L ILI- < T 0 D, Uj It U-j w co CE Z LL fy L�L un _J 0, 0 < WINOZAKY X ME 0 Ud U- 7 D z < 0 2 I- IL 0 . It APPENfAX A STANDARD DRATANGS THRUST COLLAR -WATER, WASTEWATER FORCE,& RECLAIMED WATER MAINS (150 PSI) TRENCH LIMITS #4 BARS �� 6" OC ALL AROUND (MIN 2" CLI`�-�AR AROUND PIPE) t TIE RODS (ASTM A307 B) 4" x 4" x 0.5" S LIFE[ BEARING PLA"FE INCL.UDING NUTS AND WASIIERS (SEE SCHEDULE BELOAi) UNDISI'URBED SEE TRENCH DFTATS EARTH 14L FOR PIPE BEDDING ENCASE TIE RODS D MIN) REQUIRFIMENTS ,I �5" PAC SL.EE-VE DOUBLE MECHANICAL 3" (_',OVER BELL RFSTRAINTHARNE'SS 1�4 DIAM10 — NOTES� t ADDITIONAL RETTORCEIVIENTS SHALI BE AS SPEOFIED BY THE ENGINEER. 2. MINIMUM CONWRESSIVE STRENGTH FOR CONCRETE SHALL BE 3,000 PSL 1 BEDDING, BACKFILL AND COMPACT'ION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAInNGS. 4, ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFIL, 5� NO At I_ OWANCE SHALI BE' MADIF FOR FRIG'TK,'.)N BETWEEN THE PIPE WALL ANN THE THRUST COL.LAR, 6� [DESIGN PRESSUIRF: 150 PSI. T REQUIRED FOR LINE IF RESTRNNT TABi F REQUIRFIMENTS CANNOT BE' IMET. ORANGE COUNTY UTILIITIES STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL WITH DOUBLE LIUT F,,-�F -iIN�FNSVj,v�. AND, PIF�: ��,LE PFF WE top DMENOMS Wq TIE XMIS WO D k D -D I I R). 1 A 2 0 to 0 ON 2 5 m 15 0 Ow 2 10 '� 0 1 0 0 7�1 1 12 0 �� 0 1 0 0 7� 1 16 b 0 i,o 1 1-1 0 7� 1 0 50 1 5 0 7� 6: 0 6 0 1 5 0 75, 10 5 "1 1110 70 1 5 1 0 10 3s 150 80 1 5 1 0 160 90 2, 1 0 16 10 1 2, 1.0 60 MI. 7, 5 30 0.1,� '01 0 1. .24 20 20 I ('�ULL�J` A�'zz,\,'_ I C? FE I tD 0N BA:,"IS 20)"1 LBG Sk SUL 8W PNN r BEARK& FIGURE A106 10110/20:11 APPENfAX A STANDARD DRATANGS RESTRAINED PIPE TABLE - REDUCERS - WATER, WASTEWATER FORCE, & RECLAIMED WATER MAINS (150 PSI) RESTRNNT LENGTH PER TABLE BEL.0\AJ NUNIMUNII LENGTH (FEET) TO BE RESTRAINED ON LARGE SIDE OF REDUCER PVC & DI F1 FP FE 4 6 REDUCER SMALL. SIZE (IN) 8 DID 33 12 79 58 16 101 59 20 1 --6cc; 61- 24 205 30 2 36 42 48 5111. 60 64 BASFI) ON KJNG PRESSURE 150 PSI 112 170 222 NOTES� 'I LENGTHS SFIONN14 IN 'THE TAR[ E WERE CALCLI[ A"FED IN AGCORDANCF TNITH THE PROCEDURES IN "THRUST RESTRAINT DESIGN FOR DU(.'_:TILE IRON PIPE", GUIDELINES PUBL ISHED BY EMPRA AND ANVOYA M23 "PVC PIPE - DESIGN AND NSTAI _ATION, 2, THE DESIGN ENGINEER' SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED BY SI'TE-SPECIFIC PARAMETERS. SUCH AS SOIL DFSIGNATED AND LAYING CONDITIONS. 1 WHERE TWO OR MORE FIT-DNGS ARE 114 SFFUFS, SFL.FG'T FITTING RESTR,,NINT LFNIGTH THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4, RESTRAIISPING REQUIREMENTS APPLY TO BOTH EXISJING AND PROPOSED MAINS. ORANGE COUNTY UTILIITIES STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL FIGURE A1043 10/10/2021 APPENfAX A STANDARD DRA�T/vlr4 JACK & BORE - DETAIL A FINI�SHED GRADE Id z DOUBLE SIELL RESTRAINT SEE KNOTE > HARNESS (SFE NO FE 5),� LOCATING CASING �6 0 ENE) SEAL (TYP) VORE RESTRAINED 0 JOINT PIPE DOUBLE CA,,iING �11 . . . .......... HOUBLE NUT STAINLES-c-';STEEL BANDS SPACED (TYP) (SEE NOTE 5) BRICK, AND M0F_,'T0I-R\ END SEAL 24" MAX STEEL CASING PIPE CASING, SPACERS RESTRAINED JOINT @\ CARRIER PIPE CAF�'�RIER PIPE NOMINAL. 4 6 8 10 12 16 20 24 30 36 42 DIAMETER (IN) MININIUM CASING OUTSIDE 16 16 18 20 24 30 36 42 48 54 60 IMAMETER (IN) MINIMUM CASING WALL 0,'25 025 015 025 025 031 a38 010 OLO OZO 00) THICKNESS (IN) NOTE0 1� ASING SHALL EXTEND A MINIMUM OF ITFT BEYOND 11--ilt EDGE OF PAVEMENT OR MEET FEATT RECAJREKMEI`\!_TS, WHICIIEVER IS GREATER, 2, REQUIREMENTS OF OTII JUR'ISDICTIONS SHALL BE MET. `A/HEN CONSTRUCTIOkI IS VOTION FDOT RJRISD1(...TI,'3N, ADDITIONAL REOUIREMENTE3 01�: THE "FDOL UVILITY ACCOMMODA"I 10N SLADE" SHKI E34 RAET. 3. CASTAINGE BETWEEN SPACERS TO BE PFR MANUFAIDTURER'S SPECIFICATiONS, OR MAX OF 6,5-F-T, WHICHEVEIR, IS MORE STRINGENT, 4 � LISE OF L-1-C.)OIABLE FILL IN THE PNNULAR SPACE BETWEEN THE CASING AND CARRIER PIPE IS PROH113'I FED. 5. PVC PIPE ILJ CASING SHAI.J.- HAVE A D�._)LJBLE MECHANK.AL ETLL RESTRNNT FAIRNESS PER jUNT IMERE RODS ARE DOUBLE NUTTED TO PRECLUDE OVER -HOMING -r-HEJOINT DURINIG INSTALLATION, BELL RESTRAINT PAIRS 14.STALLED FAC,,E TO FACE ON EA(,-.,H SIDE OF BELL TO ALI-.(-,)Oj FOR 1"ROPER NLIT INSTALLATION AIND PREVI-'..Nl- BOTH OVER -HOMING, AND BELL SEPARKnorr DI ;0PE SHALL RE INTERNAL rUSI-1-ON RESTRAINED, 7. SEE DETNL P0052 FOR FLJLL JACK AND BORE SECTION. ORANGE COUNTY UTILIITIES FIGURE A107-1 STANDARDS & CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL APPENfAX A STANDARD DRATANGS OCU GENERAL NOTES I ME GOMM"% SHKI EXERCTE EMAEME COMIN VEEN FXCAV/\_f_1NG IN! r1RtTXMT_'-' CT IN!0JJEW--!G 1311f- N'(D-7 [ WITED TO. WATF.R MNN& WASTEWATIER FORICIF MAIMS. GRAVITY MAIN:_�, R-CA AUMFF) WATIFF, MN,'NS. P F_.('�TRKU. GAS, (:AR! E TV. TFLECC)MME.JN�f--AT�,,)�\Ili',. ISTORM MTER. RSER CMIC' AND OTHFF !jNDFF'C;Rt )1U]`,T1 FACII, MFS. MAIN I OCATIONS SHOWN ON Pt ANKS MAY MC)T RF EXACT, THE C(XJTRCCT0R IS FTSIPC)NISIRLE FIUR FIFI T) VEF-�IFYIN;'., FXST�IJC, A PIPE EMFRGF.NC�')1 01CGUR, THE OXTRACT)IR SHAI L IMMEDIATF[Y NOTFY THE OCU F)ISPPTCH OPERfMOR �407-8:��j-2777,� AND THIF &C',L) INSPECT"DR. 3, THIF SHAL L. NO] IFI' THE OCU CC.,,NSTRUCJK_N INSPECTUN FIFI, D SIFFIMCFS DIViSk-)i,1 AT LEAS'!, 10 CAI F-M)AR DMIS PROR TO *.-�uMMFNCEN;1EN,,T OF THF D`NSTRUCTION PRaECT BY CAaNG I= 2541998. 'Tt)[? IN AC�DDPD/kNC E VVIT�l T/'�BLE 111 - THE (OWRACTOR SHALL NOTITY THE OCLI WN5TRUCYTIC)IN �,6PEG 0 1 1 UTUTES'SUNDULE OF NOTFICATUNS IN TKS MAINUM, 5 IHE r\1/\TERVALS,, MODUCIS, AND G0N'"3'fPUG'FI0N OF ALL UTILI TIE�,-,; GCINNEC.TINC; TC, THE ()GU St',iJEM ':iHAI_I_ BE N COMMIRIMMICE WaH THE ��"iANDAPID 1,101NI �SPECIRC�A*i KDNIS, AND APPENDIX 13 IN flHIS MAN!ji�L 6, ALL EXIS",,HNG UTIFIES INCINUM BUT NCYFUM11 ED P)� W/ClER, MAINS, I MAN& REVANED WAMH MAN, SAW ARY GRAVITY MKS, STWAA VMTEIRPIPE`_�',, MC. IFFLENT)INE GAS mis Am s rAYS, CABLE TV ANED CA HKR JTTn I FACUMS WaRN TFW UIVIVIS OF MW PRO IFC'! WILL BE SUPPOR", ED /'�ND PROT ECT PIE) DAMAGIIE-_ DL)RING C ONS ON 7, fHE 1, (:IN-! RP�.,TOR SHALL J%jus f 10T �_-X!,',-�,TING QOU MANS AND FAUUTTS IN (,',0NF LICT WITH NFiN,,-,F:/q)F, NEVV OR ALTERIPD SMIYANKAS DR!\/tVV/\YS t,",IJRBS7 OR s roRm MTER IMPROVEMPOE., O�'�U `kC LJ 1 W', 10 BE AMSAD WXTA. RD ARE INT LURED TU PIPFUNES, f'UMFS1KTI0NS,, \//\Li,/F POR PU_F,'it-,4_'- VAd VE'S. FLPE HY'DIRNMS. F (-'.(,-VFRS, N41) NIFTF-RS, N I ADMATIMMIS SHN I RF MADE TO CURREN1 STANDARDS, I CMI Y OW PFIRSONNIFIL SHAI I OPFRATF FXISTNC, OCU W/\TFP, \/VASTFWATE-,R, A.NF) RECALANIFID VVATF-,,R VN VFS, THE CONTRACTOR IS RFSPUMBLE FOR ()PERfjPmG ANY NEINlY INSTAI I.F.-F) VAi VF THi\T HAS NOT BEFN MARM FOR USK--T RY Fr)EF1 AND 0CL). TW: CUNTRACJOR SHA[ L COC)RDINPJF VAIA/E �,)PI7,RA310N 'WITI-I THIE (,CU H,ISPECTOR. FOR OPERAPON OF MANS NOT DAWD BY OCU, U IS UT MARACTORS RESPUTIMMY TO 000RDINATE V40d THE APPROPIRATE UPLITY REPRESMATINE. 9, CONS-TRIJCTICIN Ac,-rIvmE,,--, SHAI-1- MDT CAUSE INTERPUPTLON,�., IN VVATFiRl. \jVASTFVVATER. OR RFCLAHMED WATER SERMCEMB COMMAMOR 8F ALL 000RENNATF PREAPPROVED ITORRUPPONS OF SERVICE VITH THE D OCU INSFOE'_,TOR 7 VVOF`KING� DA"S IN ADVAN'CE A111) INRITTEN NOTICE SHA11 BE GNEN TO AFFECM CU'STCWEPS AT LEAST -4 WORKING DXVS IN AIDWANCF. IR THE CCMTRAM OR SHUL m�,ovic)E I -OR CYPASSING ANI-� / OR' F-W-ILING C)F \PYAS'rDPJA'1F1EF, DtikNIG, APPkOVED NTE11-`RUPTL0I,1,S OF VVAS'1**EV,ATEH FLOWS AND CONNECT THE GONFIF�AGTOR SHIAI-1- SUBMIT A ISYFIA,�,'�S CIII HAIJL PU,�N, REVEVVEID AND APPF,,C'IVED BY P, PF�OFES�SnNAL ENGINEER' T�_'t 0CLJ DE\/E!_(_'tP1k11ENT EINIGNEERING AND TO THE RAFECTCHR FCAR APPHOVAL PI-Zie',41 TeD IMPLIEMENTA-DIC'M BY CO3NTRAGTOIR I I. ALI- VALVES INSTALLL) AS PAR� T11HIS �Pt�OJECT SHALL REIIONN GLOSED fILIPING CONS I MYN hNq KERP VALVES ;DN AU IT! NOS CAOSED UNT I CKEARM BY FDEP 11) NOV CONNECT NEWLY GONARWALD WMER MANS TO AM EXTENG WAIFIR MANS MLESS CLEARED BY FDHI AND OCKI 12 ME CTMTRAG'R)R !�,Hfd_l_ PRCIVIDE P, JUMPIEN A�,,SECABLY VVI-H NN APPP�DVED RACKI-LOW PREVENTER IFOR MAK�NG I WONNEOPONS TO AN KXTI ING PC) FABLI- VViO ER SOLIRCE IN ORDER TO MORNA fE AND, FLUSH NEW WATER MINE VAHA P01ABLE WATER ANY IRM&DRAFAY POTABLE WATER CONNECTUNS io PED ANFn WAMR, OR FC,,,RC�F MAIN',�'.,H/\U Aj SO BF FOUIPPRE.) WITH Nq /\PPR()VET)'BA('XFI 0Vv PREVENITER_ 1,�, �:OR PVC PIPF, NO JOINT FtFFI.,F(,TI0N OR WE WONG IS A! t I,7NNT1,1� N �q_,NNAFNT C. H/\NGF SHN I BF P�N\DF ()M Y WITH FITTINGS. I? FOR ryp PIFY I 014G RANUS CUME& WHIFIR HORNZO'NTAI OR VFRTCAI.,,. 10AY BF !NSTAI 1 ED \NM � STANDARD PFF BY WFLECTIOM�' /\T THE JC)INTS. MAXIMUM F)FIFILIFiCTIOMS iAT PIPF J('),INT.'�. FITTINGS AND RP,1,iRJS FOR THF VARIADUS PIPE I FNGTAS SHN I NOT EXCEED 75 PEF',C!_,.NT OF TI-JF PIPF MAMLJFAV�TURFFS RECOMMIFNDATION. la FOR APPROVED PVC CA MWE PFF LITED IN A HDRIVONTO DFIECIONAL INS FAI.-LATIONI, THE CURVATURE IMAIR DEFLECTION SH,'�U_ NOT FuNED PT PARNMETIMS E'_-JAII, IN -!-I IjS NIANUAd., fi. Ai, L DAMAGE. TO ORANGE COUNTY 111,1FRASTRUCTURE MEWN& AND ASSEIS SHAI-L BE REPARFl) KIME-dATF1 It' BY THE CONFRAMOR AT TV CONMATMIRS EXPENSE VVITH AN APPROVED METH(_`1,) B) THIE COUNTY IF THE t,'EIPAIR IS NOT PERFORMED 1r,1 /� rINIELY INAIANNEIR, AS DETERMINED BY FHE ORANGE fAKRAY UHILITY HNSPECTC41 0INUKE GOMM MKI PEWORM RISTIRS AIND THE CONTRAC701P, MILIL BE CHARGED FOR Al-L LXPEI,6ES A�SSODATEf7t VC/I T H THE R,,EIPAIR'. It THE SHAL1_ BE LABLE rOR ANY AND ITL SANIJAM SEVVE'R OVERFLC)VV� ISSX,0 AS30C',IATEDVV17H I HE WORK, REC-3/kIRDLESS OF FAUD� THE COWTAMOR WL BE ASSESSED PENALTHES FOR Off AND EACH! SSO AS SPETOWD HN SECIAN Sill ORANGE COUNTY UTILIITIES STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL FIGURE GN 10/10/2021 �"!PAL� CIVIL ENGINEERS 431 E. Horatio Avenue SuRe 260 Maitland, Florida 32751 (407) 629-8330 cf) ry 0 _j uJ L-2- < :2 IF— 0 LIJ 0 7777 ;z 0 �rl 1= < 0 0 ;z Lu ;5 ry cf) LOL. U-i cf) U-i 0 0 0 LLJ LOLI (0-) < cr LL_ 0 0 >_ IF— C) 0 _j _j 0 0 uu IL 0 0 _j wo g LIJ )_ ::) > (MI) (MI) LLJ 6 LO 0 10 CL "I C14 r- N ro- LI) 0 0 <1 %%% .0z u- �I v wn 0 Dv ,Z (y - - _j -, 0)* w LU Q 6 CO z C�:i 0 LLJ % LLJ z Z, _6 LULJ :z ul clo, cl-, Eu 0 C, Lu ul g 0 C' N 10 C-� -0 c < N K) Ln (D r- CO m 0 LOU JOB # 22012 DATE: 03/14/2023 SCALE: N. T. S. DESIGNED BY: JTT C14 DRAWN BY: JTT -d APPROVED BY: BSB > c: CN C914 N 1_� �cl 0 Page 166 of 253 APPENDIX A S...I..ANDAF;D DF,AVVINGS ..ly.041 20.4 . ? 0 m 0 W _, LIEN C.:.CYVE-F F z LY VALVE (T.`e [=") � ::� I LU �a ILL) C) F.- (SEE CHART) T) ., > �> _ 0,;r. tea _ 9 LF. � A Lk_I dR e C6 0 "' C..! 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LLI ._:_ p g} 2 cF 1 L} „ LY_ 0- w I_,_V LSD < GL1 0 LIJ < " uj IC �. aC: O c"i > ORANGE COUNTY L,TTILITIES FIGURE A l 7, STANDARDS & CONSTRUCTION 10/ 10/2021 SPECIFICATIONS MANUAL APPENDIX A STANDARD DF,AVVINGS RI D HEAVY : DU i_ID ti1,l z ` i EXTENDED SKIRT CIL ®� (r; ` - CUT SMALL_ �Uj13s a_ W $d "V" IN FIOX j: Cap C) CD'w < RECLA II ED WATER Cra LU Lu INSTALL ..i-C") Ira c�: /� ALIGNMFN..C. pg �yyg^�, p` _ < RINC:,F (1-YIP) 1 I1/?lL;?-RANIIGF' ti.� m > t A mm P E - LJ eC `' STEM (SEE WASTEWATER ER 1= cr u- ixJC:`a.TF 4) fat W IM ko OPERATING E ING NUT (SELF._ SECT.URING FFEC3M qTg`i' AE_Ig::�P' MF:.N_F.. _ .. SURI"=A'tC.,E ) RING (TYP) ') IF- KNOT NFAR (OR) .TCCtP OF PIFIF POTABLE WATER F3TABILIIZER -' LOCATING WIRF NOTES= 1. HEAVY DUTY, VAE_F/F= BOX; I. -IDS ARE REQUIRED FOR AL.l... VA11...VE BOXES, <. TOP S;I=C.TIC.)N S',-fAL.L. BE INSTALLED AT /(Ili-FTANg.aE- FOR Fl1ml U6•;I= AD,JIA!:~,1 Ft/iEiTi . 3. F-IE,AVY DUTY VALVE BOX IlJD SHALL HAVE. A 5-IN MIN DEPTH AND WEIGH A MINIMUM OF LID SHAL-I... HAt/IE. E-'C)WCaER COATING PAtINI AT A MIN C_RF- 3 MILL, 4, EXTENSION STEMS AND AtiLIG,'�NMENIT RING/WALL BRACKETS SHALL BE PROVIDED ON ALL. BURIED VALVES SO THAT THE C.'kPFRA1TING NLIT SHALL F NO IW1C?RE 3.1'_I/\I°°t! '36-EN Bk.LO'\Al FINISHED GRADE. MIATERIIAL SHALL BE IVEENIFd UM 304 SST. . 5. ADD AF?D'L SCREW EXTENS!ON AS RE.CII.ARED AFTER SC';REk/\f EXTENSION EXCEEDS 2''i-IN. 6. STACKING OF VALVE BOX BOTTOM SECTIONS IS NOT PERMITTED, 7. VALV `ryp� SHALL �IES'I-t. E F_ .)E � ROCK, NOT �'� VALVE, A T �..TA I_ BE SM.,< TE °EC) F- BOX SHALL � P .. s ) N B 4.) C N C� F C J ... i- C. I AND M_ � I [_ I_ N F\ I CAN OPERATING NUT, ORANGE COUNTY L,TTILITIES FIGURE Al 11 STANDARDS & CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL A[ _FN_.AEI, S..E...ANDARF) € RAVFIINGSe GATE VALVE & BOX - WATER & RECLAIMED WATER MAINS LOOP `tnt`IDE (SEE NOTE 4) SET TOP OF V"AL.VE BOX Tt:::t '-''.1 � _ IN TAG (SEF FIG A112) F'EI�° OIIJCGET V•i. UT C� PFNING E INuII I'IFC I FF A,I:)E. ` IN F3O.X AND RISER '' _...... VALVE I3C7X PAD (SEE FIGURE, A112) G0M"AI_,...I"FD SLC.E-.C..I.. - MEN i'PPF i.. E P; Ei LuYr COMMON F ILL PER SFCTiON 2210 � AC lLl ..i ABI...F SCREW :4tV TYPE DUCTILE IRON/ LOCATING �__.. Q VAi...;/E= BOX/ \rUIRF < - ALIGNMENT .i -- RING EX`E 0 `�TABILIXEF; _ _T .. i KNOT WATER MAIN t, t' OR RECLAIMED MIN i I]` 8" FF✓¢�T Pd cb 6a ..... � .._.. �t"1"C.)NE. IN AE.II. a r WATER MAIN DIRECTIONS - VALVE BOX SHALL RELry..i.. ON BEDDC NC ROCK, NOT ON VALVE, AND SHALL BE CENTERED ON OPERATING NUT NOTES: (, PAC PEEVE OR, L:F..)CTILE- lFlON PIPE ti,F-ft-LL NOT BE USED AS VALVE BOX. ?, THE VALVE ACTUATING ENG NUT SHALL BE EXTENDED TO BE WITHIN 3-FT OF FINISHED F _ L.s ,� A E . PROVIDE A STABILIZER CAR PLASTIC DEBRIIS SHIELD / A,LIIGNMIENT RING WHICH CNS'FAI_L a BE[._OX) TF'"IF VAL.,.VF ACaTUAIING NUT, THE. DFVIC®E SHALL CENTER T -1F- I-:I.SFF'VALVE'. BOX OVER THE ACTUATING NUT AND MINIMIZE IZE DEEEreF`yJ 3. 4. LOCATING ATiE',?G WIRE C51--'fiALL LIEF `OhI T li>1t.[a;?L_IS 'WIT 1 I NO SPLICES ADD SHALL EXTEND 12-IN �r" � r i 4 � AEA ._ F r � k-- IE�, ��- SHALL 11. � COLOR �r ��s� ..� [�I� ' I r -_IF . I V.. �I- � CO[� .�[�A � Lk- ;..€ _ � .�� € T ,. TCa I . L I[ TY INSTALLED, WIRE _BALL BE COILED ILF� C� aN C BOX AWAY FROM VA LVE STEM. M. 5. FOR NEW _,ONTF. .FTE N. TFIF e ei. V[-- E., . X 31IAlr .. BE ADJUSTED TO MIDRANGE` ALLOW FOR FUTURE BOX AEC._EUSTMFNTC'a. F; k .. � _ b � . REFER, T FIGURE A111 FOR EN. INSTALLATIONS t/1,`[ E�F,F THE OPERATING NUT IS DEEPER IFF' THAN3 AP''J 36-IN 13F-L b:JV'}l FINir~,k fiL_IC.> CIF:ADk=. 7DRILL HOLE IN ID TAG AND INSTALL ON TRACING WIRE. ORANGE COUNTY UTEI_ETEES FIGURE Al 8 µ.,I STANDARDS S CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL AE _ E N _AEI, S k AeN DARE) €DRAVVINGSe 3T'xl8" SQL_IAIRF- (ROUNER) OPTEB,)NAL) TC)F` F-.LUSH WITH C'ONC R,F..I... OR f".IOM-�rE`'IER PADTYP FINISHED GRADE 1, .�. [._��?t"�F�''VOdIF�E=' EACH VALVE BOX- (SEE NOTE 4) (SEE NOTE w') ASPHALT SURFACE °;. Eu .,. I I::) ..p..AIG VALVE BOX AND -------------�--- ROUTE WIRE 6"THICK33,000 PSIpy g '.� 'T' [' t' BASF Co 001I (Jry.,sy/ E FI ES i.�.& I.,..@ f„ a l�l (MIN_He R / tt ( 4 REBAR 0 VALO"LIT BOX 1to / t_,C�..i.. CONTINUOUS OR AND COVER / i OPENING IN Efl MESH (TYP) BOX ANDFE _. CONCRETE./ ................ / ,I< w. R /.� f �E3� LOCATING WIRE OUTSIDE PAVEMENT ENT° INSIDE PAVE ENT API::IROk 3" MANUFACTURER SIZE' I.2 I c, LE'.TTE=:Rli^,1G ..TO FILM MACHINE r O.C.U. FNGRA\/F.D }A ITI.1 0.25" TO ABC 6" U 0375` CAAPITAL. LETTERS TERM, WATERS TYPE OF VALVE- (;GV, PA. 2019 k EC'"I'I0N INU€MIBER t:CsF 1 URNS C)ESCw' .TO BE E'EAE C 11�C3 IN .. SERVICE (WAT ER, RECLAWEED, THE BOX. AI,JCCHOREC TO \ S,F/.e(lilER) THE LOCATING WIRE - YEAR IDENTIFICATION DISC EXAMPLE EMOTES: 1 , BRONZE, BRANS, CR STAI NLESS � IDENTIFICATIONDEL DISC SHALL BE PEEREJ FOR ALL VAL.Vl~ S. 1 4 I 1 Z - -E L s �. �C.. C.°A f CN..p WIDE MEAL aml AI_L BE C..UN i INLia.. t_..,., WITH SPLICES A,NE. ��h-FALL_ EXTEND 1� 6L ABOVE. TOP COLLAR, WIRE SFIA(_1.. BE COLOR CODED TO MATt_rf_E 'THF= UI II_I i'^/ INSTAL_k_IIED. 1vER^ AL_ BE GOILFD BACK f TC._E , AWAY CVAV= STEM. , N.VALVE SHALL 3E DESIGNED OR INSTALLED WITI-IIN THE CU RB, 4. ROUNE) OR SQUARf:_ VALVE PAD 70 BE.. UNIFORM PER F'R0JF.ECT. ORANGE COUNTY UTEI_ETEES FIGURE Al 1 STANDARDS & CONSTRUCTION 10/10/2()21 SPECIFICATIONS MANUAL APIIDENf)I?C A S C ANC::aAi D DRAWINGS GATE VALVE & BOX - MINIMUM PIPE DEPTH AT VALVE PER MANUFACTURER FLOW PE f COMPANY COMPANY . CONTROL PRODUCTS VALVE SIZE (INCHES) MIN COVERTO MIN COVER TO "E-Ct CLiIN COVERT() OP OF PIPE TOP OF PIPE TOP (_)F- PIPF= (IN(_ai-1FS) (INCHIFS) (INCHIES) 2(') 57 72 62 a 3 � 89 88 89 42 102 '1011 101 54 10(i 60 12:2 4b 6 1,19 NOTES: 'E. MINIMUM COVER C VFR Eµ'IPF IS CA LC)ULA1.I...I 1) BA,C,ED ON IPeIS...I..ALLA..I...(C)N OF...I...HE GAFF VALVE (.)PERAsTING NUT AT 24-ifs C3Cw E..t:C\N GRADE. E. ADDITIONAL. ._s.13 _ 1 MAY BE REQUIRED BASED ON SITEF CONDITIONS OR RCA_DESIGN- ';ATE VALVE STANDARD DRAWING, RE=ERENCEFIGURE�E A108-1 FOR TYPICAL ORANGE COUNTY UTILIlTIES FIGURE Al 8 µ. STANDARDS & CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL. APIIDENl.)IN A UTILITY MAIN MARKER S C ANC::aAi D DRAWINGS G'OLORS FOR DE(,'1t! Sa 8FTALL MATCH -EmHE M:ARKFR 001 OR � (SEE i}10TE 2) kNHE ! E CAP SOLVENT WELD C A P L \� U T P IN E E ` - OVERALL 0 VIEW IN CALL BEFORE _ DIGGING ORANGE COUNTY UTILITIES ^- 407-836-2777 CC) SUNSHINE 811 "x DISTANCE TO MAIN "'GROUND LEVEE_ Nr - (",ONCRETE BASF i0 i f E2�F1 NOTES; 6. MARKERS ARE REC, l,J[R'EID WHEN UTELI T Y MAIN IS L0i',,ATED OVER 30-FT FROM EDGE OF PAVEMENT OR IN AN FASIE.IJIEW! NOT :An JACENT To THE RIC31-_IT C`t1- WAY. 2. MARKEPS SHALL BE 4-IN C?9./-l[Viil : ER SCxH 80 C)E� IDR13 PVC.;: BLUE 1=CCAR WA\:"EEC, GRlEEN FOR WASTEWATF-l": AND PANTONF PURPl-f:.=. 522C FOR RECLAIMED WATER. 1 IMARKERZ`3 SI-1ALI_ BE F'LACSRD AT ALL DIRF'C;TIONA l-, CHANGES AN[,-,) AT ALL.. VALVIES EX(.'.EPT WATER VALVE`1 NEAR FIRE HYDRANTS, ADDITIONAL MARKERS SHALE_ BE INSTALLED AS NEFDE:::D SO THAT 1-HE DISTANCE BETWEEN i tCt;°EEN[ MARKERS DOES NOT EXCEED 500-F T. ORANGE COUNTY UTILIlTIES FIGURE Al 1 STANDARDS & CONSTRUCTION 10/10/2()2 i SPECIFICATIONS MANUAL APIIDENf)I?C A S C ANDAAi D DRAWINGS BUTTERFLY VALVE & BOX - WATER & RECLAIMED WATER MAINS ..------- L;.AC 0 1tt/IRE (SEE NOTE E 4) SET TOP OF V"AL.VE IBOX. TO � - €0 .TAG (S'mml.= FIG A112) FINISHED GRAL.)IF. ROUTE VVIRE LOOPS a i' !"F�fCg L_JC F-1 i/' C`J.T. ea>F''E:ialNI I ENIF E IFII:"'g GRADE AE E IN BOX AND RISER �.a VALVE BOX; PAL'A. (-S EE 'f F 1C3URE. A112) ATFI:IJL)S.i'.ABL.E St;E-;E_'`bCv" - (i` :;,Ji'.:)MiF"ACTFI.E SE:=[..L:IC TYPE DUCTILE IRON COMMON F€E I.. Vs;E...VE-E BOX (SEE NOTE 6) .......... ... ... . _ LOCATING CA..TIC` G WERE o o ° O w._ - KNOT IN LOCATING ��C_D.i.....T..EE~tiF':,_�` �/AI._V}-, ��^,,.., O o ° O � � ` ' 11`FEIRE O` -- o - M I N 8" E-L. OT �a`57 O S"?"ONF^ IN Ai..E_ `�, O I O �)Ei;E:C'TIlONS ALIGNMENT RING: O 0 O 0 - UNDISTURBED FAE T H NOTES; 1, PVC., PIPES OR DUC: 1 ILE IRC>N FlPE SHALL N,C,'.°-1.. BE USED AS VALVE BOX, .-, THE VALVE ACTUATING NUT SHAE...L BE EXTENDED TO BE WITHIN 3-FT OF FINIS ED t A 3. PROVIDE A aTABILEZER OR PLASTIC. DEBRIS `WELD / °ALIGNEtr^IIEN E IF»ING VIHIC H INSTALLS BELOW THF) VALVE ACTUATING NUT. TI IF DEVICE LIALL CIENT R THIF RISFIR VALVE BOX OVER THE AC:CT@_IATIE` G NUT AND MINIMIZE DEBRIS, 4, LOCATING WIFE SHALL BE CONTINUOUS WITH NEC) SPLICE-S, AND SHALL EXTEND 12-IN ABOVE TOP Of- C;Ui...E_AF,. WIRE SHALL BE (m:,'OI, OF1' C.C: IDED TO MATCH H THE UTILITY INSTALLED, WIDE SHAI_I_ BE COLLED BACK IN'E O LOX T;WA`r FROM VALVE S'l EM, 7. FOR ENV CONSTRUCTION, T1 E VALVE-- L-- ^ C}X S i q p . p . BE ADJUSTED Dg `ED O MIDRANGE 1DrynE TO ALLOW FOR R FLI l"B.-IRE If OXI ADJUSTMENTS. & REFER TO FIGURE A111 FOR IN S T AL_LATIC)NS WHERE THE OPERATING NUT ES DEEPER >FHAN 36-IN BELOW FffISF-ED GRADE. /`, DRILL HC)LE IN ID -ICAG AND INSTALL ON i RACI.NG WIRE, ORANGE COUNTY UTILIlTIES FIGURE A109 STANDARDS & CONSTRUCTION 10/10/20 21 SPECIFICATIONS MANUAL. APIIDENf)I?C A S C ANDAAi D DRAWINGS PIPE LOCATING WIRE LOCATING VVIRE FINISHED GRADE NYLON STRAP ..F.O BE LOOPED AROUINIC? L L)CAT E.T i0V"IIEEE. WATER, WASTEWATER, OR DECLAIMED MAIN FIFE HYDRANT (TYP) 0 M PERMANENT' ----/ 4 SPLICE (SEE / LOCATING VARE NOTES 5 & 6) CC CNNE-C T OR (T" E_' E r; , t � IE E NOTE 3 ) V°t= ....... ;' , LOCAT€NG WIDE VALVE (TYPE .. 17 KNOT (TYP) l I 1 I WIRE RE CONNECTOR (SEE NOTE 5) (TYP) - L_OCE'ATING NYI.OIII STF"APS - 3 ):BIER . WARE JOINT (SEE INOTE I) NOTE S� 'I ALL PIPE SHALL IREt. DIRE I1,4SULA ED LOCCATING WIRE .10 GAUGE SOLID CCC)PPE F<) € AE�ARL F C,F DE'T[ .GTION BY A CCABL E LOCATOR .AND SHAE.IL RF WRAPPED 11NITH NYLON STRAPS, LOOPED AND SECURED C:•ENTERILIP�EE OF. THE PIPE. 2. i...00.ATING 1Ptr'IR' . SHAL-L. BE CONTINUOUS IC'CSIDIIE `ta°A LA/E= BOXES AND SHALL F=.F;TITND 12-IN ABOVE TOP OF COLLAR, 3, VVIIRE ENiSULA T ITN SHALL. BE COLOR t-,AC)DED FOR THE TYPE OF PIPE BEING INSTALLED, WIRIE `;H I. L BE t,_';O E INLJOUS AI[) CONNECTED IFOR I OC.ATIf'>)G IN A[....I DIREC°"I ION& 5. PERMANENT. SPLICES I'AIJS"T BE MADE IN THE LENGTH OF THE R11F;E USIING WIRE CONNECTORS SPECIFICALLY DESIGNED -,ICED FOR DIRECT T BURIAL,DIELECTRIC SIE....EC . ?PEE-:. GF[_ 01P MOISTURE -RESISTANT T".ANT GREAS[ FIL!_'ED- & AT ALL. TRACING VVIRE SPLECAES, TEES, AND VALVE C01.1_AE S, A KNOT IN THE WIRE SALI BE MADE. CFREL-OT ,.. H- 1tER,,,- FRCi_OAIFCAPART. ?, REf "ER TO VALVE DETAILS COIF L(_')C, AT F WIRE UP AND IN VALVE BOX. ORANGE COUNTY UTILIlTIES FIGURE A l l , STANDARDS & CONSTRUCTION 10/10/202 i SPECIFICATIONS MANUAL J, F� 1111 :4 MOORHFAD Y. STOKES_ LLI- L.. CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 �cf) V ^ Q Q ry O ; . ■i 0 w 0 0 oc Q 0 0 Lu ry O �� VJ ��^^ V, Z U-i Q 0 W 0 z z W o U O Q c Q O 0 >_ U U J J O 0 M W 'Nd" Z IM N 0- Q 0 _j 0 (.5 W r W m m 0 a Lo 0 CL U M N a - z cc r ;i ow z v w (� m Z w W U Q :z z w � Q0 Lo O U U O C/) � o u w Z O N a a w cn - ro N w W o' CN w F- 01 Q Q J M o Q F � N n -�t Ln Co r, m m 0 Lil o U JOB # 22012 DATE: 03 / 14 / 2023 UI SCALE: N.T.S. `V o DESIGNED BY: JTT j DRAWN BY: JTT a APPROVED BY: BSB % rn c w N N C915 a 0 0 / Page 167 of 253 APPENDIX A STANDARD DF,WNINGS BLOW OFF VALVE, AUTOMATIC — WATER AN I ORIA11C BL0\NOFF 2" TA[:11PING SADDLE VALVE (SEE NOTE 2) All RESILIENT GATE A, VALVE AND VALVE CONCRETE FIUMF BOX 2' PIPE TO ROAD METERI BOX CURB STOP Ez F':i 7 DOT A S"T 0 N E COUPLING (ISYLITILITIES) \NA"TER MAIN AUTOMATIC BLOW -OFF SALVE AfITH RPZ BFP TAPPING SADDLE (SEE NOTE 2) VV/ RESILIENT GATE 2" PIPE VALVE AND VAI VE id BOX M ETE P BOX 9" CURB ST(.:)P 2' PE TUBING CLEANOUT —, Z.- 2" FLOW METER VVA fFR TEMP PLUG �BY UTILITIES) MAIN 12" COUPLING DIE DICE ATE-T.) 6" SEXIER SERVICE (AS REQUIRED) 0 GR (SEE FIG A306-1) IT NOTE& 1- 10 BE IDROVIDED ON ANIAS-NFE'DEI'D BASIS 'TO BE DF'TFP,1MINFL_) BY 0CLJ_ 2. A 12-IN MINIMUM CLEARANCE TO BE MAINTAINED BETWEEN AUTOMATIC FLUSHING SYST'EM AND ANY OBSTIRILICIFIONS, ALL PIPE AND FITTING,',; SHALL BE,'.,,CH 40 BI.'RASS OR'316 SST. ORANGE COUNTY UTILlITIES FIGURE A122-3 STANDARDS & CONSTRUCTION 10/ 1012021 SPECIFICATIONS MANUAL APPENDIX A STANDARD DF,WNINGS GRAVITY MANHOLE CONNECTION PRECAS I' , ------------------- MANHOLE WALL STAINLESS STEEL PIPIECLAMP 0 RESILIENITCONNECTOR ER APPENDIX D) PAO ., FAINLESS STFEL. BAND CONNECTION - (SEF- ALL NOTFS) EXISTING MANHOLES LINER (SEE NOTE 6) 'AST MANH(DILE PREC WALL LU N a, i (SEE NO_ P\/c (PER APPENDIX D) NEW MANHOLE ONLY NOTES: 1. AN OUTSIDE DROP CONNECTIO1,4 SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVER'T,?-FT OR MORE ABOVF THE MANtI0[.F INVIER-1, SEE FIG A302-2, 2. CONTRACTOR SHALL COORDINIATE THE PRESENCE OFUTILITIES INSPECTOR DURING EXCAVATION, CORING� AND C..ONNECTIONS TO EXISTING MANHOLES. A[ I PIPE CONNECTIONS SHALL HAVE A MINIMUM OF '121N SFIDARA"I"ION FFU M AI_L JOINTS AND CORES. 4, PIPE SHALL PROTRUDE INTO MANHOLE 2-IN TO 4-IN. THE CONTRACTOR SHAI-1, BFVF1_ MUD FROM EDGE OF PIPE70 WALL. 5. CONNECTIONS ON EXISTIN(3, MANHOLES, REFER TO SECTION 3113 FOR EXCAVATIONS FOR STRUCTUIRFS. 6, MANHOLE SHALL BE COATED OR LINED IN ACCORDANCE WITH SECTIONS 2310 & 3119. ORANGE COUNTY UTILlITIES FIGURE A302-1 STANDARDS & CONSTRUCTION 10/ 10/2'021 SPECIFICATIONS MANUAL A PP F N D I A A ARROVVS INDICATE DIRECTION OF PIPE PULLBACK -1 E CA T_ r FIND 1:..-N L RY POINT' (PIPE EXIT) FIND I:.. -XI I PCflN PIPE ENTRY) RESTRAINED FITTING, (TYP), IdDPE MJ ADAPTER IS REQUIRED FOR HDPE C A L ANDARF) DRAAIINGS I 1_2� 1-2" z 1_4' L1 L2 L3 1A L,0CA I ION OF DRILL PIG D „a2) APPENDIX A S f ANDAi?,D DRAWINGS STANDARD ROADWAY OPENCUT DETAIL VARIES PII N 1" IN I I_ L. & FINAL ASP[ IALTININ 2" OR RESURFAC,E TO EXISTING MATCH EXISTING �SAVVC'�'LJT (V,/f+1CHEVERlS GREA"FlER) I (TYP) (Typ) U.J 04 T_ 0 f,--) C14 C14 _;. WN 8"THIICK 3_00(,) HDPE 01 L CEF -ZITAL.00K U PSI HIGH EARLY S"FRENGTH PIPE UNDISTURBED EAR7 CONCRE1 E H SIL)BGRADE (COMPAC FL-__D FO 98%, MAX DENSITY) DEPTH OF COVER PATH OF BORE BENEATH CROSSING AND PIPE BOTTOM PROFILE VIEW NOTE& 1. ' SHALL BE DESIGNED PER ASTM F 1962-11, 2. P,0INTS A. 6, C & D fPLILL FORs,�E ()I'll PIPE, 3. LA - ADDITIONAL L.ENGTH OF PIPE REQUIRED FOR I 1ANDLING AND THERMAL CO3N-1 RAC DON. 4. L-2 - 1 IORIZONTAL DISTANCE TO ACHIEVE CAE SIRFD D-r-._._.SIGN DFFIT-1-1- 5. L3 - ADDITIONAL DIS, IANGE TO TRAVERSE A F DESIRE[) DESIGN DEPTH. 6. L4 - HORIZONTAL DISTANCE TO RISE TO SURFACE. 7 )UND EI `N. . H - DEPTH OFF BOIRE HOLE FROM GR( 8. al .. PIPE EN TRY AN(:AA.: SHAI L NOT EXCEED 15 Df_-(:REES AND"I HE MANUFAC, I URERS REC�,�'MMEI.,IDATIONS ON DEFLFCTK-,)N, 9a? - PIFIE EXF ANGLE SHALL NOTEXCEED 12 DEC-.REES ANDTHE MANUFA(.TURERS RECO'MMENDATIONS ON DEFI-FC-TION- 10, MAN DIREL"FES TING SHALL BE PERFORMEDTHROLK�',H 'I HE EN f IRE LEND H OFT HE II HE MAN ) EL SIZE SIIALL NS I-ALLED PIPE, FOR ALI- PIPEI(3- lNIN IN DIAMETER AND LARGEI F P, BE 900, OF THE INSIDIF DIAIMETFR OF THE PIPE, MANDREL TFSTING ON SMALLER PIPE MAY BE REQLIIRED BY UTILITIES, 11 1,S(1I,..ATI0N VALVESSFIALL BE DESIGI\jFr), AND INSTALLED AT R�OTH T-_'NIDS (,'-)F THE DIRFC-TIONAL.. DRILL, 11 ALL WORK TO 13E PI1RF(')RMED A/1"I HIN Rs` VV OR EASEMEI,,jT '11 ENTIRE DIRECT10t,,IAL DRILL TO BE SHOV11N IN PLAN VIEkN AMID PROFILE VIEW ON C)NSTRUCTION PLAN, ORANGE COUNTY UT11-11TIIIES FIGURE Al STANDARDS & CONSTRUCTION 10/10/2(")21 SPECIFICATIONS MANUAL —AI PFNDIA A A L ANDARI,) DRAAIINGS GRAVITY MANHOLE CONNECTION — OUTSIDE DROP #4 I'VEBAR @ 8- 0C TOP PLAN. PH FCAST MAN 1-10LEWALL. CONIC ENG ASEMENT C3- -------- 30" X, 30" FIAD (MIN) OLIT'S'IDE D R O'F FOUNDATION PLAN 44 U-SHAFIF #4 REINFORL"ING REBAR (SEE I N F I., U E N T NOTE,I) SEVVER (SEE . ....... INFLUEN-1 NOT 2) E VV E R 6" DROP PIPE 90, REND EXIS -1 ING DRII I.- & EPDXY #4 NOvvEI_s 8" SECTION (EXISTING MANHOLE) COLD JOIN D R 0 F.1 P I P E j,P) BASF SECTION (EXISTING MANHOLE) (TYP) SECTION (NEW MANHOLE) 2" DOTES: 1, DROP PIPE AND FIT"I"INGS SHALL BE OF EOUAL SIZE AND MATERIAL AS THE INFLUENT SF'k/VER. 1) AN OUTSIDE DROP (30NNECTION SHALL BE REQUIRED FOIR ALL INFLUENT' LINES WHICH HAVE AN INVEST 2-FT OR MORE ABOVE THE MANF-IOLE INVERT. CONTRACTOR SHAIA COORIDINATE "THE PRESFINICE (--)F UT11L.-ITIES INSPEC TOIR IDURING3 EXCAVATION. CODING AND CONNECTIONSTO EXISTING MANHOLES. 4. FORM AND POUR CONCRETE TO BOTTOM OF TEE. INSTAI.J... A MINIMuM OF TWO (2i) U-SHAPF REBAR MIN 8-IN BELOW TEF. INSTALL GFRAVITY MAIN, FORM & CAP OFF VVI CONCRETE MIN,12-IN ABOVE INFLLJENT PIPE. 5- ALL PIPE CONNFC71ONS SHAIA HAVE A MINIMUM OF' 12-INI SEPARATION FROM ALL J(_)INTS AND C,'ORES, ORANGE COUNTY UT11-11TIIIES FIGURE A3022 STANDARDS & CONSTRUCTION I (')/,1012021 SPECIFICATIONS MANUAL TRFNCH VVIDTH = PIPE DIAMETER + 01-011 WIN) NOTES: I I ONGITUDINAL CUTS SHALL REO�LIIRE OVERLAY/RESURFAC'E OF THE COMPLETE WIDTH OF I HE 'T RAVELED WAY. CLIFS A! AN INTI1_R'6E-._-C'TI0N OF SrREF-IS SHALL RFQUIRIF A C,0IMPIJ..1F 0\M:'RI_.AY/ Poj�,JT TEN (110) FEET RESURIFACING T(.,,� THE FND OF ALL RE7,JRN RADII AND ALSO TO A BEYOND THE CUT, WHICHEVER IS GREATER. 3. ACTUAL REQUIF-�,EMEI`-4TS WILL BE ASS)TATED ON 'THE APPROVED PERMIT AND DRAWINIGS, 4. BASE REPLACEMENT SHALL BE 8--IN THICK3,000 PSI HIGH EARLY STRENr,;TI-L (,',ONCRETE. R I-F S0RFV(_E MATFRIW.. SHALL BE REPLACED WITH T!lE SAME TYPF. OF 5. ASPHAL F CONCt MATFRIA1 THAT EXISTED AT T11-IF TIME OF REMOVAL, OR AS APPROVED BY Ti--IE COUNTY PIJBILI(-: VIORKS DEPARTN/IENIT. 6 MINIMUM ASPHALTI(3 CONGREIE SURFACE OVERLAY "FHh,-1'KNE_SS SHALL BE 1-IN C)R AS -1E COUN I Y LNLGINF.�ER OR F00 1. APPROVED BY 1 7, AL I JOINT CLITS SHALL. BE MECHANICALL.Y SA01 (__UT 8. 'MANENT ASPHALT IS INOT APPLIED WITHIN 24-HRS OF RIORK, IVIN TEMPORARY IF TIFF COLE) PATCH REC),UIRED. -1 'ILJB -ERMINED BY AASH F0 T-18�0. 9�3 -GR�l RE TO BE COMPAG f ED "T 0 98"Ic, MIN DENS]"[ Y AS DE1 OUT R) BF H�If-'LACFD VVITH 3.000 P_QI HIC&I EARLY S'IRL.I'1jGI-H CONCRETI_ io Top oi- EXISTIt,V, BASF, CUT AREA TCi RE PLATED Or, PROTFFCTEn THE DAY THE P(.)LJR FXISTING SLIF,FACE T(") BE SAW CUTA MINIMUM 5-FT BEY(.),1,-ID BASE CUT, ORANGE COUNTY UTILITIES FIGURE Al STANDARDS & CONSTRUCTION 10/10/2(")21 SPECIFICATIONS MANUAL APPENDIX A S f ANDAi?,D DRAWINGS GRAVITY MANHOLE FLOW CHANNELS MIN 21,5,00 FISI CONCRETE (PORTLAND CEMENT NOTES, I. ALL PIPE CONNEC I IONS SFIALI, BE IN ACC,0RDANCEAll f H FIGS A302-1, A302-2, GRAVITY MANHOLE CONNECTIONS 2 ALL BENCIH A/0 RK SHALL SLO[,'�F 'I OWARDS THE INVERTAND BE A MIN 2-IN PER FOOT SLOPE, ORANGE COUNTY UTILITIES FIGURE A303 STANDARDS & CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL APPENDIX A S f ANDAi?,D DRAWINGS PRECAST CONCRETE MANHOLE SET COVERS FLUSH IN MANHOLE FRAME & COVER PAVED AREAS (SEE STANDARD DETAIL A305) FRAMES BEDDED IN 1` EFPIPJMOR'TAR K: WIVAX J 24" 2C SE60F BRICK (MIN) '0 U R EXTERNAL MANI-101 �E I-11FAT 81, 4 COURSES (MAX) OR MIN 5" 531 CRINK SEAL (TYID) (SEE TO MAX 101, H DPE t�6 0-1. E- 5) ADJUS'TIN(3- RING COATING OR LINER 43" MINI (SEE NOTE 8) MIN 0,8D (EFFLUENT PIPE DIA) BENCHING (2" MIN) CONCR�E TE WITH CRYSTALLINE 1211 WATFIR PROOFING A[)MIXTURF 6" MIN FDOT #51 STONE IN ALL DIF,'IECTIONS (MIN 9-IN) OUTSIDE WALL INRAPPED IN GEOFRABRIC INSIDE VVALL -MA7FRiA1.., 9" [AIN JOINTING PRE-PRIMEDJOINT , D A F, F1 L I F D T 0 B OT [,-I 1, 11' S SURFACFS (TY[`)) S(.,)I_jFEZF0LfT, MIN 050` INTEF?JOR AND EXTERIOR NOTES, 1. DROP (.',ONNECTIONS ARE REQUIRED WHENEVER INVERTOF INFLUENT SEWER IS 24-IN OR MORE ABOVE THE INVERT OF THE MANHOL.E, SEE MANHOL.E FIG A302-2. ECCENTRIC CODE' 1")ESIGN MAY BE USED FOI`,*N� CC)NIF1 ICT RESOLUTION 'VV 17H 0 C I-1 APPROVAL, 3. j,k FLOW CHANNEL- SHALL BE C0NQ'TRLJCTFD INSIDE MANHOI...E TO DIRECT INFL.UFNT INTO FLOW STREAM IN ACCORDANG 11 E VVI-1-H FIG A301 4, LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED, 5, HFAT SHRINK WRAP If**'OR ALL BARIREL SECTIONJ(XINTS SHAIHl, BE A MIN 91N VVIF)TI-I AND A MIN 17-IN WIDTH WRAP ON THE CORBEL SEC'TION, RISER RINGS AND RING AND COVER. TING RINGS MAY BE SUBSTITLYTED F '+1 BF?\ICK RISE S 6. HDPE ADJUS c R SECTION HEIGHTS VARY A'-") REQUIRES, AND AS AVAILABLE, FROM APPRoVED ".'AC MANUI "]'L)RERS[-ISTE[)�NAPPErqDIXDA�l�l)�l[�C�OMP�l,IAP�ICE�A,�l7'HASTMC,,178. 8. MANHOLE SHALL BE COATED OR LINED IN ACC0RDAN(,,,E WITH SECTI., NS 2310 & 3119 ORANGE COUNTY UTILITIES FIGURE A301 STANDARDS & CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL APPENDIX A R MANHOLE COVE (SEE FIGURE A305) S f ANDAi?,D DRAWINGS MiN 2,500 PSI CONCRETE AROUND MANFiOLE �" MFSHOR4" BAR FIBER CONTINUOUS AROUND 81' COLLAR, MIN COVER (T Y P) MIN MIN Ile, FINISHED GRADE 2,500 PSI CON�.-,,RETE LINER AS A AROUND MANHOLE RE('.,1U1RED NOTES: 1 MINIMUM FRF�.:. FROM OBS'T'RUC IONS IN A'LL DIRE-C I'10NIS- )NCRETE COLLAR OR SLAB SHALL BE PROPEFIZLY COMPACFED. AREAS SLIPPOR-HNG CC. 3. TOP OF MANHOLE SHALL BE 2-IN ABOVE FINISHED GRADE, CROWN OF- ADJACENT RL)ADVVAV_ OR 100 YEAR FLO(D[) ELEVA1 ION, WHICHEVER IIS GREATFIR- ORANGE COUNTY UTILITIES FIGURE A304 STANDARDS & CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 U) < 0 (y 0 _j Uj _j I. 0 0 0 �rl oc 0 Uj ry 0 >I. ry"" Uj LU 0 Uj 0 0 z Li Ld 0 C) 0 MQ 0 _j _j 0 0 Z W V) 't < 0 o 0 _j w w r > m m V) CO w < 1� LO 0 (0 CL < :z C.0 M C/) cr_ -_7 0 0 04 o 00 04 cn �> > w >, —D w cr_ Q:� C'4 cp -1� < cn _j C) < CN ro -1- Ln (D r- 00 M 0— JOB # 22012 DATE: 03/14/2023 UI SCALE: N.T.S.o DESIGNED BY: JTT 11C-4 DRAWN BY: JTT a APPROVED BY: BS13 rn Uj C916 0 Page 168 of 253 APPENDIX A STANDARD DF,AA/INGS HORIZONTAL PIPELINE SEPARATION REQUIREMENTS HORIZONTAL SEPARATION REQUIREMENTS (NOTES 1 & 2) S'T RUC'T (,-I RAL .',fFA1AIE,R SAkIIIARV I VVA_TE R, AVATER MAIN 0JA'-� f oRM F-C)UNDAT ON, 1\10 FE 3) (SEE NOTE 7) FORCEMAIN SEWER EWER VVALLS, ETC. PfROP0,45- U FILITY rSEE NOTE 8) 4`-12" '16`-UP 4"-12" 16`-UP 4"-112" 16"-UP ALLSVFS ALIL AL _ SIZES S I Z ES� 6 p 0-1- ABLE 4 2 3' 51 51 el 3' \NATER 0141 O"r E 3) U 51 5' 51 5' (i 1 6 1 5' '15' (N 0 TE b) REG,LAIMED 4`12" 3' 5' 7w 51 3' 5' T 31 101 WAI-ER MAIN (SEE NOTE 7) , Fj' (NJ C) T E 5) 1611-Up Paw 5' 5' 5° 5' d"9° Fl51 4"-1"1 2" 61 61 3' 0 1 10, VIASTEWA I-;:.:: R FORCEMAIN 611-Up 61 6 1 _11 1 5' 51 5 51 5' (NOTE 5) SAINITARY ALL 5' 3' 5' 3' VARIFS PER SE\,NER SIZES DEP TH NOTES: 1. DIS71 ANCFS GIVEN AR F FROA4 ()UTSILDE OF PIPE 70 0(.;JTE1DE OF P!F� 2. THS SEPARATION REURAFEIVIENT IS TCD PFROVIDE AC,(ESSIE,,'IIJTY FOR CONST-NUCTION AND MAIIIFFENANCE, FOR PIPES INSIALLED AT GFILA_I_E�_' DEPPIS 11HAkI 1HE MINIMUM OCU DESIGI\i SI'ANIARDS. PR,0\/II1)'E AN APDIT101'0\1_ FOOT OF SFPARATI0r]F0I**,,, EACH ADDITION/\[ FOI)T 0?[EIN. COMPI. THE MINIMUM FDEP SE.PARAT1()N REQUIRIFIVENTS THIS SIFIPARATION1 R..QO.1IRFMEN'1 _IES WITH UUTUNED IN 62-555-314, FAL". VARIAN'CES', FROM THE FDEP RF,,.�� 'jIREMEI\IT,3 NqU8 COPAPL'� XIITI I 632-555 ., 14d15I, FAG, AND IVIU��'r BE APPROVEED INDIVIDUALLY BY BOTH FIDEP AND IJ PRIOR TO 4. NO VVATER PIPE SHALL PASS TI-IROLIGH OR CC)ME [1,1 C()NTAGT WITH ANY PART OF SANITARY OR F OR` M VVA E R M A IN H 0 L E 0 R S (R 1JI C , 1 U"R E 5, I` 1R. F S i_ I I ", F - IMAING 1ErN TO <'4-8"V MAY HAVE 10-IF"r SEPARAHI-)NI FROM SIRUC"IURAI, FOUNDAI ION, WAL.1-S. E-1 C IF NEW MAIL' , ARE REE'TRAINFID FOR THE EN711 E LENG'TH- 6. REFERENCE Fl('_AJRE A116-2 FOR VERTICAL PIPEUNIE,`.'E-PARA-ION RE(N.)IREMENTS. 7 P'tZCLAIMEDVVAr[.-Pl�ZEG(,JL/it-EDI,JNDEF,'�?-IARI 111�% I DF CHAFTER'62-6 F kc', ADDITIONAI SEPARATION, SHAJ-L BE REQ1JIRED BY UTILITIES FOR CC NSTRUCTIC P,I UF1 INCLIUDING, BUT NOT LIMITED TO: LIVE LOADS, MU!_T['E70R.Y COMIMEIICIAL. BLJILDINGS. EMBNNIKMEENT",':-�, RE FAINING V.IALU,:�,. BRIDGES, RNLROADS, HIGH V0;_1 AGETRANISNAIISSION MAINS, GAS MAINIS, ETC ORANGE COUNTY UTILITIES FIGURE A116-1 STANDARDS & CONSTRUCTION 10/ 10/ 2021 SPECIFICATIONS MANUAL APPENDIX A STANDARD DF,AA/INGS MJ TAPPING SLEEVE & GATE VALVE ASSEMBLY FOR WATER & RECLAIMED WATER M,J TAPPING S"ll-E-EVE RESTRAINED MEC.'HANICAL JOINT - -------- EXISTING W I RIF S T R A F1 T Y P) LOCATING VVIRE MIN 8" FDOT 457 STONE SEE NOTE-2) A' �or_') TAPPING SLEEVE NEW PIPE --- SPLICE NEW A/1REA,'/ 5'MIN FROM WATERIPIRC)OF WIDE NUT IBACK OF BELL AND SPIGOT PLAN -N., INSERTION LINE V-CUTIN BOX FOR VVIRE VALVE BOX (SEE FIG All 11; RISER STEM (AS REQUIRED) RESILIENT SEAT ALIGNMENT RING TAPPING CA i'E VALVE OR STABILIZER KNOT IN S,1IRE 1-,�ESTRAINEI) MECHANICAL J(')IN_F SPLICE NEW WIRE AP WATIERPROOF WIRF W)T E L M I N 8" FDOT 11 E 14137 STONE (SEE NOTF 2) PROFILE NOT 1, TAPPING SLEEVE INSTALLATION SHALL BE IN A(.',,C0RDANcE VVI'T , H SEC. TION 3117-SYSTEM CONNECTIONS, 2- BFDDING ROCK &HAL-1 BF FUIA..'YAND UNIFC)RIVIALLY SUPPORFING THETAPF"INCH "'iLEEVE & VALVE AT A MIN OF&IN IN ALL DI1F\1EC1 (ONS, ORANGE COUNTY UTILITIES FIGURE A121-1 STANDARDS & CONSTRUCTION '10/10/202,1 SPECIFICATIONS MANUAL AIPPF-NDIA A S @.ANDARF) DRA\AIINGS APPENDIX A S f ANDAi?,D DRAWINGS VERTICAL PIPELINE SEPARATION REQUIREMENTS RESIDENTIAL SERVICE LOCATIONS WITH RECLAIMED WATER PROPERTY LINE I -IROPER FY LINE HOME VERTICAL SEPARATION RE(DUIREMENTS (NOTES 1 & 2) UTILITY EASEMENT Cl...EANOLj"T* (TYR) POTABLEA/ATER CHECK F�ROPOSFD PC TABLE RECLAIMED \N`ASTF..WA_FF R SANITARY S-FORM SEk/\(ER WAT F R METER METER (Typ) U'TI L I TY (NO T'E 4) WATER MAIN FORGEMAIN S' EA1 E R (NOTE 3) B X RECLAIMED (TYP) TED WAFER (,,URB STOP (TYP) BOX E M T E RS . ...... POTABLE (TYP) R I G HT- 0 F--k/VAY L f N E WATER 12" 2"f 18" 12"0 18" 12" /18- (NC� TE 4� RECLAIMED Lu < < SIDEWALK CORPORA"TION POTABLE WATER MAIN 011 .4 01� 1 2" 12" 18" o� LU LL-� STOP (TYP) WATER MAIN < 1,NASTFAIATER FORCEMAIN 12" 12" 12" 12 " /18` EDGE OF PAVEMEN f SANITARY 12" 1 81, 2" 12" 12" 12"1 is" J. MANHOLE (,-TYP) X/A81"EVVATER GRAVITYMAIN SEVVER .......... 'TREET — CENTERLINE OF ROAD NOTE & I I DISTAN(,-ES GIVEN ARE FROM 0U_FSIDE OF PIPE TO OUTSIDE OF PIPE. 2. THIS SEPARATION REQUIREMENT 1`3 To PROVIDE A("ICESSiBILITY F,,)R CONSTRUCTION AND MAINTENANCE. 3, THE 18-IN SEPARATION IFRE=QUIRE=MENF APPLIES WHEN THE STORIM PIPE ORS SANITARY SFRvIER CROSSES ABOVE THE LITILITY MAIN, AND WHEN THE STOW,4 PIPE HAS A DIAMETER EQUAL TO 01-3 GREATER THAN 24-IN, OTHERWISE, THE REQUIRED SEPARATION IS "12-IN.. 41"'HIS SEPARATION REQUIREMIFIN'T COMPLIES AVITI-1 THIF"' NAINIMUM FDEP SEFIARATION REQUIREMENT'S OUTLINED 1(*4 62-555,314, FA(.,, VARIANCES I"11-W)IN THE FDEP REQUIREMFINTS MUST COMPLY WITH 62--555.314(5'1, FAC AND MUST BE Af-"PROVFD INDIVIDUAII.I.-Y BY BOTH FDEP AND UTII ITIF& 5. NO WATER PIPE SHALL PASS THR0U(..&! OR COME IN CONTACT WITH ANY PART CDF SANITARY OR STORM WATER MANHOLE OR, STRUCTURE, (3, REF EREW.IF FIGURE Al 16-1 FOR HORIZON I AL PIPELINE SEPARATION RE()LI11REMENTS. 7, JOINT SPACING AT CROSSING SHALL COMPi...Y WITI-1 THE MINIMUM IDEP SFPAR�ATION F"FOUIRFIVIFNI-S OUIFLINFF) IN 6"', , -,555-314, F.A_C, ORANGE COUNTY UTILIiTIIES FIGURE Al 16-2 STANDARDS & CONSTRUCTION 10/1012`021 SPEC11FICATIONS MANUAL AIPPF-NDIA A S ANDARF) DRA\AIINGS MJ TAPPING SLEEVE & GATE VALVE ASSEMBLY WITH PLUG VALVE FOR WASTEWATER SPLICE NEW T,11REW/ FAIS"TIlk G RESTRAINED VV-A7 ERPROOF A/IRE NUT LOCATING"AlIF"ZIE DIFCHAINICAL MJTAIDPING SLEEVE ,10INT PLUG VALVE RESILIENT SEAT \A I R F TAPPING GATE IVIN 8" FDO F (TYP) 7STONE STRAP _E NOTE3,) VALVE E E >_ TAPPIN(3 SLEEVE "ZI, E_ NEW PIPE 5'MIN FROM PLA.N BACK OF BELL A N I,") S FD I G OT V-CUT FOR INSERTION LINE 1XVIRE VALVE BOX (SFE 'FIG Al 111 ALK.3NIVIENT RING CDR S"'FAB11 IZER R E S'1+X\ I N E D IVIF'CHANICAL JOIN'T 'P1, UG VALVE amumm NIqU I IN VVIN'r c, "r r,A i p n 1, A r r` 1A A N 1111- CAI. yp) NT SEAT ~ G GATE VALVE OTE 1) FP [ ICE NE"I VVIRF W/ ",,IATFRIPROOF WIRE �LIT MIN 13" FDOT #t57 STONE (SEE NOTE NOTES: L TAPPING GATE VALME 10 BE INSTALLED HORIZONTALLY AND ABANDONED IN 'FHE OPEN POSITInN. "TAPPING SLEEVE INS-IIALLATION SHALL BE IN ACCORDANCE WITH SECTION 3117--SYS'FEM CONNECTIONS, BE FU1.1, Y AND UNIF'ORMAL LY SUf)F10FZT'ING I HE TAPPING SLFEVE BEDD�ING ROCK SI & VALVE AT A MIN OF: 8-IN IN ALL DIRECTIONS. ORANGE COUNTY UTILIiTIIES FIGURE A1212 STANDARDS & CONSTRUCTION 10/10/2()21 SPEC11FICATIONS MANUAL v EDGE OF PAVEMENT REC.','LAIMED WATER MAIN NOTES° I EACH POTABLE 'WATER SERVIC;E 'WILL SEF�,\/E TWO LOTS IF- RECLAIMED AW_IEI'_'\ IS AVAILABLIF. SITEXIORK CONTRACTOR TO INSTALL WATEI::o AND RECLAIMED VVA'FER SERVICES F'ER DETAIL A120 ADD WASTEWATER LATERALS PER DETAIL A306-1, METER, BOX, ANID DUAL CHFCK VAII,VF BACKF1.001 PRIEVENTIER 'TO [31E INs-rALLF[) BY CCU AFTER ALL APPLI(`,ABLE PERMITS AND f-:EE' AF,1E FLILI`_ILLED. 4. WASTF."WATFIR LATERAL CLFANCDUTS -1-0 BE INSTALLED BY DIFVIFLOPMENIT PLI,,11MBING CONTRACTOF,'. 5, SERVICES SHALL BE INSTALLED AT 90` FROM MAIN TO PROPERTY LINE, 3 IF A CONFLICT AT THE PIROPERTY INE. EXISTS, TWO ,ANGLE WATER, RECLAIM, OR SEWER SERVICI S SHALL BE INSTALLED IN AIN APPROVEDLOGATION BY UTILITIES. ORANGE COUNTY UTILITIES FIGURE Al 18-1 STANDARDS & CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL APIDENI')IX A S f ANDAi?,D DRAWINGS PERMANENT BLOW OFF VALVE - WATER & RECLAIMED WATER LOOP WIRE (SEE NOTE 4) SETTOP OF BLCAN ID TAG (SEE FIG A112) OFF VALVE BOX TO 15" A 27" A 12" METER 4" - 6" BELOW :2" BOX ASSFIVIBLY FINISHED GRADF' (AASHT0 H-20 I.-OADING) TO FINISHED GRADE 1- INISHED GRADE VALVE BOX 2" GC UP� INCH (,REF FIGA111) A,11TH FIRE NOSE ADAPTIFR. AFT 4"6" BELOW R0UTF'VV1RE LOOPS FINISHED GRADE THROUGH ter -CUT OPENING IN BOX AND RISER #57 STONE LOCATING \/VIF1,E (W MIN) 2" (IRON BODY GATE '2" PiPE VALVE AJ/ SQUARE OPERATING) NI,,,FT ALIGNMENTRING KNOT IN VVIRE 311-IZER OR SS TAI RESTF-I'AINED J(DIN'T' B(..)/Yl SHALL RELIT ON CAP A/12" TAP EDI")ING R OCK (NO"TON VALVE OR PIPE) AND SHALL. BE CENTERIFID ON OPERATING HUT 2" 1)0CBFND RES I -RAINED JOINT 8" OF F`DOT #57 WATER OR RFCI...AIMED STONE IN A11-1- b A � A -= �� r, A A I f, I DIRFC71ONS NOTES: 1 INSTALL MANUFAC'FURED BL(.-)VV OFF BOXES AS APPROVED IN AFIPENDIX D. 2. FOR USE AT PERMANENT WATER AND RECLAIMED %AIATER DEAD -ENDS, SUCF-I A1151 CUL-DE-SACS. 3. LOCATING WIRE SHALL BE CONTINUOLJS INSIDE "THE VALVE BOX AND SHALL EXTEND i2dN ABOVE TOP OF C(DILLAR. WIRE SHPI-1- BE CC)LOR CODED TO MATCH T11E UTILITY INSTAk1,E[')_ 4, DRILL HOI E IN ID TAG AND INSTALL ON TRACING, WIRE, 5, SHALL. NOT BE INSTA111,F[.) IN 'THE PAVIFIVIFNT, SIDFWALK, 01"I CURB. 6. ALL PIPE AND FITTINGS ': HALL BE SCH 40 BRASS OR 316 SST, ORANGE COUNTY UTILITIES FIGURE A1221 STANDARDS & CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL APIDENI')IX A S f ANDAi?,D DRAWINGS WATER & RECLAIMED WATER SERVICES (TYPICAL) LL (f) EL < LL < () LL 0 �w, tu rr < , d ce t cr) _7 -.-I < oFl LL z x 0 m 0 < L 0 ou < uj Lu 0 coC 0 C) < If 0� > < 0 LU Lt� < LIJ Lu (1) uj �jj C) < LU r,)) LU < co CA < F.- � Ld T Lu Ltd 7 1-j n X r- z Lu LIJ Fn W Lj l Z CE qIj i-o () 0 LIJ auj 7- CE U C ,> 0 Lu CJ 1, F... C, < <,- T Lu < LU Lij Lu C0 < < 0 > _J CO 0 T — ( (,) Lij . — U Lj_ UJ C� > LU 0 > 11• cl, Lj F-- < <<Ci T UJ C) Lp z- - ------ Lu 0 MI < w, 1 0 < 0 N 0 co j < 0CM9 W < LU Q ILLI Z -d (D EC < fu 0 cn, LD 0 1 0 [:j U), W Cr, < > W < LU Uj (0 ui L-L LLI Lu Lu CA Lli < I_u u� LU Itj LU ILLSCL Cd.5� < C — 0 'r, (1) o 0 un < LU < <: Q.) Lu uj 00 co fL w < 0 u_ < LLj Lij < C) 0 o < 5, fyj Z w Al LIJ cr", :D C) c) co Q < < b� F11 LIJ o� z 0 0 :L' < 00 (D ui Fn z w cCh � I— J, aj Lo 'N 0 a) Ljj 0 cll� z ORANGE COUNTY UTILITIES STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL FIGURE A120 10/10/2021 APIDENI')IX A S f ANDAi?,D DRAWINGS TEMPORARY BLOW OFF VALVE - WATER & RECLAIMED WATER L00IDA/IRE (SEF NO f E 3) SETTSFOF BLOAV OFF ID TAG (SEE FIG, Al 12) 15" A '27" X12" METER VAI,VE BOXTO 4" - 6" B 0 A A' E y BELOW FINISHED GRADE (AASHT0 H-20 LOADING) -1-0 FINISHED GRADE FINISHFID GRADE 2" GOUPI ING WITH VALVE BOX ....... FIRE HOSE ADAPTER. (SEF FIG Alll) ..... SF_r 4`43" F3E1_01Ai ROUTE, WIDE LO(,-jPS FINISHED GRADE THROW3H V-CUT OPENINICIN] BOX AND #57 STONE RISER (8- NuN) ALIGNMENT RING 11DR STABILIZIE-R '13LIENT SEAT LOCATING WIRE REBOX SHALI RFST ON MECHANICAL JORNIT (.`3ATE VALVE BENDING RO('-',-K (NOT ON VALVE KNOT IIN VVIRF PIPE) AND SHALL BE C" F N T F R F D CAN OPERATING NU'T 2" PIPE RESTRAINER JOINT CAP Wi2" TAP 2" 90BEND MIN 8" OF I'DO-F #57 STONE IN ALL RESTRAINED jOINT DiRFCTIONS WAFFIR OR RECLAIMED 2" NIPFILE (LINION WATER MAIN AS REQLJIRED) NO'T'E& I FOR LISE AT PHASE LINES ORI TEMPORARY"FERMINATION POINTS, 2. L.00ATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX ANn SHALT,.. EXTEND '12-IN ABOVE TOP OF CO[-LAR. 'VAIRE 11ALL BE COLC0' CODFD TO MATC11 THE UTIUITY INSTALLED. 1 DRILL I-101 F IN 1DTAG AND JNS'TAI.l ON T[`;AGING WIRF- 4. ALL PIPE AND FITTINGS SHALL BE S(',,H 40 BF-1,ASS OR 3,116 SS'I", ORANGE COUNTY UTILITIES FIGURE - STANDARDS & CONSTRUCTION 10/10/2021 SPECIFICATIONS MANUAL jJM1,111114 I fV10OHM-All Y. STOKES_ L L C CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 cf) U:) (y 0 _j ui _j 0 w 0 0 0 0 Lu ry 0 cf) U-i co U-i 0 0 0 LLJ Ld 0 C) 0 cr LL_ 0 0 0 _j _j 0 0 Z W V) CL 6 o < 0 0(.5 _j w > m m V) (n w :2 < Lo 0 CL U-i O C/) C14 elf ui Z 0 0 04 a_ o C/) 00 04 cn 5-- WWcj' —D 7) CN Ld 01 < r) _j C) < F-- N n t Lo Co r, oo 0-) 0 bi JOB # 22012 DATE: 03/14/2023 SCALE: N.T.S.o DESIGNED BY: JTT 04 N DRAWN BY: JTT APPROVED BY: BSB rn ui C917 N 0 Page 169 of 253 APPENDIX A STANDARD DF,A`A/lNGS STANDARD MANHOLE FRAME & COVER RAISED 1 5" LETTERS FLUSH VVI-I"Fi TOP OF C0VFR MiACHiNED MATING 4,75" MIN OONTY CO A S A IN I TA IR:Y] (P 0 CSEWER] OUN'T( ,PLAN 25.75" (STANDARD) X), 391, I'WO NON - PENETRATING PI( I; HOL.Es NOTES: 1- ONLY APPI, 1FS I'0 U l.IL,l I IFS 0VVNFD AND MAINTAINED MANHOLIFS. "ORIANGF. C'OUN f Y" SHALL N0'T APPEAR ON FIR,1VATE MANHOLES, ORANGE COUNTY UTILITIES STANDARDS & CONSTRUCTION SPECIFICATIONS MANUAL FIGURE A305 11 0/ 10/2021 AlDPF-NDIA A SERVICE LATERAL WYE = f H 63" SEVVER MAIN BRANCH 6`45BEND WYE WITH 6" BRANC,11 DA -ij) —j- BUILDER'S F) L U M B E IR (TY P' ; (SEE NOTE 7) CURB ETCHING ,,SEE NOTE 6) (TYP) 6" 45" BEND S � ANDARF) DRA\NINGS / DOUBLE b 'AlyFVV/ 6" BRANCF1 LOT LINE cl FAN-OL) f" PLAN TEMP PLUG (SEE NOTES FILM F)EIR"S 2 & 7) FyL1..JML3ER (TYP) 3; TO SHO'Di LOCATION b (SEE NOTE 7) OF TEMPORARY PLUG S1 OPE TO I FRMINA1l DEP I'H GRADF (TYP) FINISHED @ ) I M IN T Y P) Qr1\M U C J >< ROTATE 0 30: (TYP) LU DOUBLE SPRING L I N E- SA,[ E E P TE E (TYP) SEWER MAIN BUILEIER,'S I'EMP PLUG '3 PLUMBER (TYP) ' "I-YP) (SEE SINGL-F. DOUBLE {SE ' E NOTE 7) NOTES". A LATERAL LATERAL 7) '.RF LC."(..,A'TCR BALL 6," (.1"Yp) BELOW FEE (TYPI TES. PROFILE E E N (') T F 4) IN\/FR'f'C)F SFIA[ L, NOT •ENTER SEWER NIXIN BEt OW SPRING [_INE_ 2, SERVICE LATERAL AND DOUBLE SWEEP 'FEES SHALL BE CAPPED BY DEVELOPER'IC3 SITIE-ANORK, CONTRACTOR. 3, FEE & A1YE SHALL BE NO SHALL(_)WER THAN ;}'-FT AND NO DEEPERITHAN 5-.F'T, 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, TWO FIER DOUBLE S31FRVIGE AND ONE PER SING1, E SEF?1VICF A"]" MINIMMUM- 5, ALL FITTINGS SH(.)A/N ARE TO BE INSTALLED, 6, SERVICE CONNECTIONS SHALL. BF PERMANENTI Y MARKED BY CUTTING AN "S" IN THE CURB DIRFCTLY OVER THE LATH RAI 7. BUILDER'S PLUMBER WILL REMOVE PLUG(S), INSTALL CLEANOUT ON DOUBLE SWEEP "FEE, AND CC.)NNFC'[SERVICF LATERAI TO HOUSE. NO 1DIRT OR f-.)EBRIS SHAI L ELITIFF, THE SERVICE LATERALTHHOUGHOUT (__','0NSTRLJCTI0N, ORANGE COUNTY UTILITIES STANDARDS & CONSTRUCTION SPEC11FICATIONS MANUAL V111111111111111111111A N cy) < Lli ";2 x - — ---------------- a- A0 Cal < LID or < W ::L� (D Uj ry C) cil cr cn 0 (D z AA'O �H it 1n u < _1 19 A00 N I h w < w i,7) < c/) w "IN :7 Ld Ly U Nz < w W) LU Lij Z1LL,n L 0 CL U- N XV in C? _1A F- Ln ...... ..... ... r 7 (D < > Ui ff < ul < 0 IIIcp U) > . . ................. . C) LU :7_ < am Z C. V., uI co z C) Fj uj c) U < < Ly ��cj _ LI < � a c%j rD z w to Z : 0 ,r C LU ui 0 L < '7 ry Q L 7) :n-, W 5: w Z < cc < FIGURE A306-1 0 LL 10/1012021 F Ld ' L11 R. L ij ('--) < LU _ ILLI Uj w z LL F_ Z z U z I- CL 0 0 (1) J� F11 1111:4 - CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 cf ) cf) ry 0 _j Uj _j < :2 0 w c) 0 0 0 LU ry 0 cf) cf) U-i 0 0 LLJ 0Ld C) 0 cr LL_ 0 0 _j _j 0 0 Z W [L < 0 0 _j w > m m w 0 :2 0 ft� < LO CL :z < 0 O C-) 0 In C14 ckf Uj cl- z 0 0 04 in Uj C/) 00 04 LLJ Ld C14 Ld rn < _j O < F— N n � Ln (D r, 0c) a-)0 bi JOB # 22012 DATE: 03/14/2023 UI SCALE: N.T.S.o DESIGNED BY: JTT 04 N DRAWN BY: JTT APPROVED BY: BSIB rn Uj C91 8 N 0 Page 170 of 253 APPFNPIX A ANDAR D DRAVONGS DUPLEX PUMP STATION DESIGN SPECIFICATIONS PUMP STATION ID:_ F3382 MA€ UFA(.rTU ER= FLYGT DESIGN A SPEC IF ICATIONS MANUFACTURERi ABS DESIGN B SPECIFICATIONS FLYGT VOL I AG, E: 440 Ul /IP L10DI - Vf") L 1 (G- I[ PEI LIFF INODF[ 465 PHASF: 3 IM�'F�� LFR IMIODFI PH AS, F � 239 MID I OF,, H.F: 12 IMPLI-LILIH DIP,.M_I Lk (If rvllj: ItA! 0 10", H 1-1, NONW,JAL SPFFF,, (RPM)� 1,765 MAX, S�0! iEi S1,71F 1Iflw) 3 NCiMINAI.. 13PIFED (FFN/.�: VAX, SOL IF) i�iZF 01N1: DISCHARGIL. i_,IZI:_ IIPJ) 4 NP-3153-HT-465 DJ3CHAkG1.. SIAL CU F,\,L N L I KA E, L!- PEAK DIE,14IGN INR ow: 205 com 'PILAN DE"-,]Glki INFILOVV GPNI 97 FF E T_ 7 DIT SHL T F I D: FEET TDH IIGI� F i E A 1) C, NI 0, i I 10, N 235 UPIF! AT F I 77 F E I- TIDH J1IES,1GN Pi,:)INTIJ I HEAD CORD!` K'�N' Gl'� FEEI � OH (DESICN Fi' IN']) MINIMUM HEAD 540 GF11\1 AT 54 FET TDH 4 1II\ %W,,!lUIIv1 HEAP , L,c)i DITION GFIM AT F F. F _F D I -I DESIGN AS -BUILT AS-BL ' IILT DESCRIPI]ON SYMBOL DIM DESIGN A & B SPECIFICATii NOTES ELEV ELEA DEPTH " -1 OF VVALL A Fz` 01IN? L R P;_iMPIvIANL-ACI F[ IDUlimil, Vit N 1'-, DIAMETER OFVVETWELL &iIMIN) 2,. DiMi / ANIL, ED-V/k i,NLZ Wi>`,: MEE T BO T Pi-IrvIF 1)Al1) 1 FI CF B 0, FILLE I CI `.',E"_ N 0 1 E C 1, ,/L 0 - VVE T VVE 1, L TO Oil- ID F PIPES P E S ID SE N(',5TF 'I 3, E:_ EL Z =,5 FEET - L E t i C, I F 1 C)i IIUNIFIA�CGE, S OPENING P 1. 3 EIE N017 1 ;7L E\r,1,710N OF HI(',F HICH. LEiELALA PM PE A '01N (,F i --IN _tiAIVEF,' THAN THE � CAIVEST MANHO`L�c Ii7, ELEV/\TIK'�N' THE VV]EjTH I-s-1 PUMIP ACCESS OPENIN11", F SEE NOTE I I F"'i T r, E A,\f -Dl RA 0 TY 7 E CEN i LFi OF \NP-I IvAlcid-L tO LD�.j'-_- CPIF HAIGH C, s E E N 01 1 TI:,Fl lu` C.47 VVF7'A1F1 .1 ;_;F A VIWAI,jM F, ARCIVT I I 1 F, 'All D TH 0- iA/FT WEI L RAS F . I I i�" AIN) I 1`1_ I ?0 "FAR Fl 10;)7) F-I FVATIO'/`&JD THE -I F-VATION OF I HF -PuNIN 1I-4Ii-A1jd1_- SIS 10i- Wit I VVELL b/\SUL J 12 A: i IN) i HICKNFSI'�) OF VYF I WF1 1, T(DIP S� A5 T K I OIHN) - - 6 u-k ��_:_IFVA I ION ! f) I J '�i ,I/AI`K;LAU `VNIL/1U'0 J I OP ul- VVL i Vi p :31:_1E NO I 1� 159.05 I N I S H F F) RA F F PE R F,',', I N '3F F S 1 i F P 1, A FJ 159�11 Aii- k " 0 `VI [0 CA iA [ I- (j I I� 1 1- 1 b: Alki 1) A� � S I"Al F 9: L 1, HIGH HIGH DEAD- ALARM IP-LOAT R ELEA S' 4 Api"I:� / I)!-'Fa''R 0� � HK IWO � I! C� I I L Ei/ E 1, '� LA I �, M, F 1, F \1 U 147.15 w* F FOVIDI_ X—Bi-Jil I DEP I I I 11\1 IINC� 1,01,1 1') ',)I- -IA! CH, t. A G' P ill Mi F, 0 N1 � I N'F L. U E I'll T P I P E 11, 1/ E R F) EI-EV A + 12" 146.65 P(,IP,11_�, L Liti/ 'S U, V, �Al V`P I H I EIR ELEV AND , I� `tf I� UEI�l) PUMI,i P Ok�i V P E E S I sl.�� N 146.15 P;jj'AP,'5 OFF (SFE NOTE 6i All PER DESIGN 143.35 1 H ENE SI !ALL Al_�;O B1 A zi,,ic'LIP :-L, �A I 811 OF PLIMP �,-.E E N Cu I E 2 AEO',/E 'HE ` RAVSDUI-Ell ii. I ELEV '�. I -OUR, 0 ALC:` 101`: - !`� �,IAL FOATS (Ni,)T rHC10] C)JI -Hi;; CR,,%,jF,'1Nr;) Hl(H � _FCIP OF ;;TEP V All L ' LEAD AND CiF, T.E 0fiTIO" _171 BE-( ! P HE 101- WE 1 VVELL z ,,Et N'0, H 2 141.76 HIGH F-11CH F-OAT P.T 2-IN INTERVALS AT IN FIC, A402-2 ORANGE COUN'li U I ILATIES FIGURE A402-1 s,rANDAR{)S d, CONSTRUCTION I 0/ 1 (A.") 0, 1 SPECIFICATIONS MANUAL APPPNID?X A DUPLEX PUMP STATION SECTION STANDARD DIFI-AVVING,�. SCI 1 80 PVC, ARV DISCIHARGE )OURLIF 1 INIIK. SEA[ PIFI'ESSURE ,'�ENSOIR & T F, R°1 I TA ED FOR U1 .ARIIY) i6 EST SCH 4i-, jYp) '24" Lii F-Ei G TEE A4; 5i_!ND FLANGl.: TAPPED Hhi y I") 7)FTAlt A402-4 (SHE NCTF 7) P L G PILiUG VA� -_ VE 0 `(,)F? 2" AFV ASSEAi; IRL (SEE NOTF- '1) 2" _'F_ kN`/ THRF,(,FFD TP,q,,SFJLJCFFZLFVFi,. TRANSLdITTFF, B - i ir. N () PO'01E R CAB E LLEV lj ti ELEA G ��-� ROU 2" S"11-i W i Al-W DIPAIN I C r AIFT 'PIFI I (SI OPF '01N 5`„ TC1,'VVF` -A U R, A NE 6" Hr�F`I- 11 BAC�`IUIPLIQ'IJID 0)N 7 POL FLF3 SVVINl CH.ILCK VALVL A1,i & Vik.iGH I -1 OAYr - �`F,,) (SIFF NCI 6------- C__: I -,I G0,`_-)S'ENECK VEN-1 OP S�`,T SCREEN AIDAP ii HEAT SHRINK (TYP) (TYP.) HiGH LIEVEL AILARkI ELEV R NO FIE 5� HiI:;H € FVF1. Al P,Rfill F! FVS 1 A�_, PI UW- C;N Fi FV ul� PVC IN F 1 I_J F N T P fl FF (ISD R LEAD P011i 04 11 L� - ELL\, Al i I A I LD FOP C1ARi W Y li 1 H PLILIPS OR RE�,',IUENT ,_�_')NNEGTOP Ip �0 LEGEND 4 F 1 FV Z, "'.F-DIUCER AN'JF') ADDITIONAL FITTINGS (AAA FF0i..JIRFD117 RAWSIDI lICII-P, LIEV�[, D A,,-, I l () D 11 P I S 0 A 11' - N 1`11 51 FDC1 I'tWSIOINEA. �l RANSPA fTEal,;1' Ii LEVEL 710 P). Tl lFSCII CRSFI FC.,TFF; RFD S 1_`JAC1,i_11 1-1-010 LiLSIG"N LEVIEL J vl V, 41 N 1 F. G Pg ',.fG VAL VF lVA1 VE SPA 4 I FNSITYF,FF1,AA5Hs:,)T N C�1 1,30 RASIF P1 1-HAULD I_013ED PC;�- ION ATF SF1. - 'TION NOTFS,: ISEL. HIG A405i SHAI I 1, EAC'H PLIMPSHALL BE. FITTED WITH 6-1- r OF TYPE. 2 Di SS CHAIN AT -ACHED T(--', THE LIF7 ,41-3 iT. ,;LL FLANGES: PIP,_ VALVE S AND Af ME-0 W\I41SIO /\ND AlPii I F,,B\TEID 0 8 F C,s\Bl E PROViDEC, BIET VVEENTIi`� Gc,,BI_F_ S�l HArDiii _,H .,3HALI CROUND PIPE- JNi -)J HOLDER ANi) _. CHAIN PER 1,0AN1ijFACTUF'EP'SF 0I`,41i,1EII11_)ATIi�N, EA(,H DIV11 -JAL. PUI`tFiP i I WALL SLEEII/E SEALSt SHAID_ BE f.X'AVIF-A I 1i Wil 11 LIW_R i BAUA`:-IJF FL(,,A 1,',- 1 G BE 111,48 I-AUI-ED A 1 2-IN ITERVAILS, Ali 1 I1 Ti E bA4,�K4-IF FLOA]T "IFLIFIPS -1 ' I AR', 1 1 N 13 A I I 'JI 3, + P\/:- .1-11ki, LEAL-1-1, OPEPA I ED IF 1 \1 >4-11N. WHEEL C',Pf 11,A I ED 0 - I-` . -, - LLVA I I,- N L-I 4SFF FIGURF, A402-1 (,-�R DF7,13CF11PTIONS OF F3I,,v1FNCJN SYMBOLS, G U TR S HA, i L 15P, INSTAi IF -DON A11 FLANCIFS iNSIDF THFNET VIFI 1, AND ON -BASF 5 LED 1P, IF0\111i DiRY CFINIAi- I Sf-AIDA AI, BX-LIPF! IDA1 ONLY, P ILA l I , INSI A IL0 ORANGE COUNTY UTILITIJES FIGURE A402-2 S'J'ANOARnS & CONSTRUCTION 1 Oi 1012 021 SPECIFIGA'fli MANUAL -3 -IDAIi 1- AT DPNI� IX A S, TAN DUPLEX PUMP STATION PLAN P\k: INF-LI-ILIN I PIPiSDH !SLE INDIVIDUAL HINGFS SI T TF PLANI FOR ACTijAl ORIFIN GONCIR'LL, I IF ',:,ADIDLE 1`1i'l- A FCH, 8 U p 11.) 11 1 (-1 y p RIEFER, TC) DETAII A402-4 rEs i RAINEE) F FC, E WI A 1 Ni P riv! P CID F� F) R, H01)KIS ADAFTFR COUPILINIG I ill,� AROVF UROli Fil.iMP OJuT IR'AI'�!,51F),L]CFR I FVF1 R A N; M I I I E R I- E N 0 1 IL 3 r F Li, SVOW - CHFtL'VAL VF A14,") CHAIN-I-OCK CAP FF,AW�IDON AFTER, NI.j 0, DEND IRIOM DIP F] Fl;- n U G E F A,, RE Q U I E,I gg 2" ARV _....1 . ...... EJ_ VV:'BILJND FLAFiiGJ_ I�WPED J11 Rt)U-E A -Of ARV EIRAIVET NNFILEO Liit F� Ll R E U R E S E NIS I'D R T P AN S, -M 1 T E R 'LAB, 1 IN I OP S HiND ER ,,11 -,Vi FLOAT BA L VP) � CABI E HOLDER L FLG PLUG VAI VF qTy^' I B LEGEND yp) IF OR T C)NE 1) �ii I N T R, 0 L F-1 A N E f E E I :'l 6 'SS I GOC.1SL V,IA-TFR PRF,�iSt,JPF NOT E I) NF(,11_'\1FI`IT 5NE ( 1,, CONDILIFf FOR FLG I'LLJiG VALVE. 4SENSCA-1, ,1/ALV,-1_ Sr_ -A I- S HADPID N CLOSLf) I SIFF FIGURF A402-1 F017s' DFSORIPTIONS OF 0. SILI HiC'[..'ll�LA402-2FC,)I-;L)LIP"ILE.Xclt,l*\,]P,a'RAIIC)f,UL[-^:,IICII,. TR/-,,W.,PIi TFANSNIII-TEF, (117'1 TO HANK,,' F)0',NL, 12-IN FROM ICIPOF TFIF S!AR, K4e,4.1NTED IN THF 10IDDI. F (')F THE HATCH ON A 36 2/8-IN i K (()IF'POSITE (.)I- HIINGIFS). .1. FLOA s CADLIIL::, AND LI I CABILL IN CI!NGILL Ci.,)INDUI T' 10 PUMP CON I i PAN'i ORANGE COUNTY UTILITIES FICBUR E A402-3 STANDARDS & CONSTRUCTION (J/20L I SPECIFICATIONS MANUAL APPENDIX A STANDARD DF,A`A?INGS PUMP STATION GENERAL NOTES NOTE& 1. GRAVITY Plf-'IFS `-_NTERING VVI`-T WE L SHAIIJ BE MADE WATERTIGI-iT WITH AN APPROVED RESILIENT CONNECTOR LISTED IN APPENDIX ID. a. ALL LOCATIONS WHERE PRESSURE PIPES PENETRWI"IE THE WETWELL SHALL BE MADE WATERTIC.A-dT WITH A WALI... SLEEVE AND MODULAR COMPRE'SISION SEAL. 3. THERE SHALL BE NO VALVES OR EL ECTRI CAL JUNCTION B(..,!XES IN THE IAIET Aii 4, WET WELL COVERS SHALL BE ALUMINUM VVITE--J 316 STAINI-ESS STEEL HARDWARE WITH RECFSSFD LOCK BRACKET. WEI' WFLL GOVFR SFiALL E--IAVE "CONFINED SPACE" ETC`IHED OR WELDER INT(-) COVER, ALL HAKVVAR WD - E IN EBE T VVELLSHALL 316 STAINLESS STEEL, & PUMP MAN U FAC-111 R ER ' S U BMERGENC,E REQUIREMENTS SHALL BE MET AS A MINI11r1UM- 7. PIPE JOINTS IN THE ii kNELL AND ABOVE GROUND SHALL BE FLANGED. UNDER GROUND PIPE JOINTS SHALL BE RESTRAINED MECHANICAL JOINTS. 1 8. CiIHEVALVE ARMS, SHALL BE LOCATED WITH THE SAME ORIENTATION (I,E, ALL ARMS ONTFiE I, EFI SIDF OF VAI VF). 9, RFFFR TO APPFNDIX 1) FOR ADMIX, COATINGS AND LININGS. 11), EACH FUMP SHALI.- HAVE CINF DEI.')ICATED ALUMINUM Ai VVELL ACCESS HATC11 PER PUMP, 11 . PUMP S'TA-IK)N TRACT (INCLUDING DRIVEWAY) AND UTILITY EASEMENT SHALL BE DEDICATED 1..0 ORANGE COUNTY UTILITIES. '12, THE 30i-INDARY OF ALL NEW PLIMP STATION TRACTS SHAI.J.- BE LOCATF.D A MINIMUM OF 50-FT AWAY FROM ANY FXISTING7, PR011(__)SF11 OR FUTURF &INGL,E FAWLY RESIDENTIAL. LOT (INCLUDINC,i TOWNHOMES) AND OFF -SITE SINGLE FAMILi,- RESIDF1 NTIAL I -AND LISF. MAINTAIN 5[:}-FT SPACING FROM POOL DECKS, AMENITY AI-7,'EAS AND OTHER PUBLIC GATFIERINCSPACES. 13. PLIi VALVE SEATORIENTATION VARIES PER VALVE LOCATION, SEE LEGEND ON PUMP STATION DETAILS, ORANGE COUNTY UTILITIES STANDARDS & CONSTRUCTION SPECIF11CATIONS MANUAL 45' 6" PVC FORCE MAIN SEE SHEET C-500 6" THICK CONCRETE SLAB/ 0.5* ■ rre FENCE ;+59 LIFT STATION WET WELL 23'- M > -j 3' MIN m c: m VALVE FIGURE A401 10/ 10/20)21 W CONCRETE DRIVEWAY 26' .m VAULT 4 Col"'i LIFT STATIONI IN 21 1 ' PANEL Mft TRACT LIMITS HOSE 818 2" GATE VALVE NTH SANITARY FIRE HOSE CONNECTION MANHOLE #10A (TO 13E LINED) UTILITY EASEMENT NOTE: THIS SITE PLAN IS FOR REFERENCE ONLY. IT IS TAKEN FROM THE RECORD DRAWINGS FOR ORANGE COUNTY PUMP STATION NUMBER F3382. NO CONSTRUCTION IS PROPOSED BY THE DIMENSIONAL INFORMATION GIVEN ON THIS SITE PLAN. LIFT STATION SITE PLAN SCALE. 0 A r% s A111 LE: 1" = 1 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: July 16, 2014 DUPLEX PUMP STATION SITE PLAN FIGURE A402-5 6" THICK 3000 PSI CONCRETE PUMP STATION NUMBER F3382 WITH 6'X6"XW2.9XW2.9 WELDED WIRE FABRIC PUMP OUT-- F_ CHAIN LINK FENCE SEE NOTE 4 INSIDE 6X18" 35'MIN TRACT J CONCRETE CURB WITH 4" OF FDOT #57 STONE, 4" REVEAL ALL 60 MIL GEOFABRIC AROUND M I N WEED CONTROL LINER T- UNDER STONE Uj (TYP) 0 = VALVE VAULT z 7i; Uj LL Uwj U) HOSE BIBB 11 11F'MIN 12" GATE VALVE WITH A 46MIN TRACT I 'MIN', 18' —4'MIN (OCU ONLY) c FIRE HOSE CONNECTION EXPANSION JOINTS AT WET WELL (TYP) MIN LIMITS OF 3' MIN C UTILITY 0 SEE NOTE 4 EASEMENT 6" (TYP) UMIN J CONTROL PANEL 16'WIDE 81 PANELS 0 1' MIN (MIN 4 FT CLEARANCE SWING GATE 91 1 FROM FENCE) _C) MIN v.— RPZ 1'(TYP) 2' R/W I 2" WATER METER (OCU ONLY) 5' 5,, MIN MIN g WATER METER (OUC ONLY) 2" WATER SERVICE (OCU ONLY) FORCE MAIN-7 MIN 1" WATER SERVICE (OUC (SEE NOTE 5) 1/1 14'DRISWAY ONLY) wM s MANHOLE, LINED (TYP) E.O.P. `vr" — GRAVITY SEWER NOTES: 1. THIS DRAWING IS PROVIDED AS REFERENCE ONLY. DESIGN ENGINEER SHALL PROVIDE A SITE SPECIFIC DRAWING TO A SCALE OF 1110'. 2. FOR NON-RESIDENTIAL ROADS, DISTANCE BETWEEN EDGE OF PAVEMENT AND GATE SHALL BE 20, MINIMUM. 3. PUMP STATION TRACT (INCLUDING DRIVEWAY) AND UTILITY EASEMENT SHALL BE DEDICATED TO ORANGE COUNTY UTILITIES. 4. THIS DIMENSION, AS MEASURED FROM THE CENTER OF THE WET WELL TO THE PUBLIC UTILITY EASEMENT LIMIT, SHALL BE EQUAL TO OR GREATER THAN THE DEPTH OF THE WET WELL. 5. CONTROL PANEL DOOR HINGES TO BE LOCATED ON THE SIDE OF THE PANEL FARTHEST FROM THE WELL. 6. DRIVEWAY SUBGRADE TO BE 8" THICK. SUBGRADE TO BE COMPACTED TO A MINIMUM DENSITY 98% OF THE MAX DENSITY AS DETERMINED BY ASTM D1557. 7. THE BOUNDARY OF ALL NEW PUMP STATION TRACTS SHALL BE LOCATED A MINIMUM OF 50 FEET AWAY FROM ANY SINGLE FAMILY RESIDENTIAL LOT INCLUDING TOWNHOMES. 2-8' PANELS SWING GATE 2- WATER METER & 2" WATER SERVICE MAINTAIN 3' SEPARATION BETWEEN WATER SERVICE UNE AND SAN. M.H. #10 �50' R.O.W. SANITARY MANHOLE #10 (TO BE LINED) L4 w ji F"I'mil 11114 I fV100HIFIFAD Y. STOKES_ L L C CIVIL ENGINEERS 431 E. Horatio Avenue Suite 260 Maitland, Florida 32751 (407) 629-8330 cf) cf) 0(Y _j ui _j 0 w 0 0 cr < 0 0 LU ry 0 ryi cf) 1, U-i co U-i 0 0 0 LLJ 0Ld 0C) cr 0LL_ 0 (/) C14 z 0 04 0 CKS 04 LLJ Of LLJ 01 < cn _j F- CN ro -It Ln (0 r, 00 0) 0 LLI F- 0 JOB # 22012 DATE: 03/14/2023 SCALE: N.T.S.o DESIGNED BY: JTT 04 C-4 DRAWN BY: APPROVED BY: BSB > rn LIJ N C14 C919 0 m Page 171 of 253 _U C n =O I can T' o s - L SOD 1 QUE V CONT. L t L L _ - L s = 2 QUE VIR _ = CONT. U' - s L L L i L L -L T } L _ L - L - L, L- - � TL -L L - Q 00 co N O N m BUFFER PROPERTY LINES ADJACENT TO PROPERTY LINES 13 MUH CA4 10' PROVIDED/558 LF OF PROPERTY LINE CANOPY TREES 1/100 LF 1 GAL. UNDERSTORY TREES 3/100 LF SHRUBS AND SCREENING CANOPY TREES REQUIRED 6/6 PROVIDED UNDERSTORY TREES REQUIRED 17/17 PROVIDED SOUTHERLY(D) SHRUBS REQUIRED/SHRUBS PROVIDED WEST ORANGE TRf O.R.B. 4938, PG 452 3 CAL VIM 6 ILE EAG CONT. CONT. 43 ZAM PU2 3 QUE VIR 3 GAL. I \ CONT. a' C C) O SOD 1 ^cc) Fri �I C) 0 C 1 QUE VIR \ CONT. SOD PLANT SCHEDULE TREES CODE QTY BOTANICAL / COMMON NAME MAGNOLIA GRANDIFLORA 'LITTLE GEM' MAG LIT 35Q DWARF SOUTHERN MAGNOLIA 9 SINGLE, STRAIGHT TRUNK, FULL QUERCUS VIRGINIANA QUE VIR 20 SOUTHERN LIVE OAK SINGLE, STRAIGHT TRUNK, FULL ULMUS ALATA ULM ALA 12 WINGED ELM SINGLE, STRAIGHT TRUNK, FULL UNDERSTORY TREES CODE QTY BOTANICAL / COMMON NAME CALLISTEMON VIMINALIS CAL VIM 7 WEEPING BOTTLE BRUSH A MULTI -TRUNK, FULL ILEX X ATTENUATA 'EAGLESTON' ILE EAG 10 EAGLESTON HOLLY , SINGLE, STRAIGHT TRUNK, FULL SHRUBS CODE QTY BOTANICAL / COMMON NAME OHAMELIA PATENS • HAM FI3 176 FIRE BUSH FULL OMUHLENBERGIA CAPILLARIS • MUH CA4 42 MUHLY GRASS FULL OVIBURNUM OBOVATUM • VIB OB3 635 WALTER' S VIBURNUM FULL, 36" OC MAX OZAMIA PUMILA • ZAM PU2 70 COONTIE FULL GROUND COVERS CODE QTY BOTANICAL / COMMON NAME EVOLVULUS GLOMERATUS EVO GLO 103 BRAZILIAN DWARF MORNING GLORY FULL LANTANA DEPRESSA LAN DE2 1,107 DWARF GOLD LANTANA FULL TRACHELOSPERMUM ASIATICUM 'MINIMA' TRA ASI 702 DWARF JASMINE FULL, 5 RUNNERS MIN. SOD CODE QTY BOTANICAL / COMMON NAME PASPALUM NOTATUM 'ARGENTINE' PAS ARG BAHIA GRASS CLEAN AND WEED FREE CONT. CAL SPECIFICATION WATER USAGE NATIVE CONT. 2" DBH MIN 10' HT LOW -MEDIUM YES CONT. 3.5" DBH 10' H X 5' S LOW -MEDIUM YES CONT. 2.5" DBH 10' H X 4' S LOW -HIGH NO Q 2 CONT. CAL SPECIFICATION WATER USAGE NATIVE CONT. 3-4 1" CAL TRUNKS MIN 8' HT MIN X 3' SPR MIN LOW NO CONT. 2" DBH MIN CONT. - 3 GAL. 1 GAL. 3 GAL. 3 GAL. CONT. - 1 GAL 1 GAL 1 GAL CONT. - SOD MAGNOLIA RUN NATIVE PLANTS PER LDC ARTICLE 6-10G. COMMON AREA LANDSCAPE ONLY (40% of each category must be native) Trees Quantity CALVIM 7 0 WEEPING BOTTLE BRUSH ILE EAG 10 10 native EAGLESTON HOLLY MAG LIT 35 35 native LITTLE GEM MAGNOLIA ULM ALA 12 0 WINGED ELM QUE VIR 20 20 native LIVE OAK 84 65 77% TREES ARE NATIVE Shrubs Quantity Botanical HAM FI3 176 176 native FIRE BUSH MUH CA4 42 42 native PINK MUHLY GRASS VIB OB3 635 635 native WALTER'S VIBURNUM ZAM PU2 70 70 native COONTIE NATIVE Groundcovers Quantity Botanical EVO GLO 103 0 BLUE DAZE LAN DE2 1107 1107 native YELLOW LANTANA TRA ASI 702 0 ASIAN JASMINE 1809 1107 61% SHRUBS ARE NATIVE 8' HT MIN X 3' SPR MIN LOW YES SPECIFICATION WATER USAGE NATIVE 18" H X 18" S LOW -MEDIUM YES 10" OA LOW -HIGH YES 18" H X 18" S LOW YES 12" H X 12" S LOW YES SPECIFICATION WATER USAGE NATIVE SPACING 10" H X 12" S LOW NO 18" o.c. 8" OA LOW YES 20" ox. 10"HX12"S SPECIFICATION SOD RA CITY OF OCOEE LANDSCAPE NOTES: 1. TREE ROOT GUARD/BARRIER SHALL BE INSTALLED AT ALL TREES LOCATED WITHIN 10' OF PUBLIC SIDEWALKS AND UTILITIES. 2. NO TREES OR SHRUBS SHALL BE PLANTED ON TOP OR WITHIN CLOSE PROXIMITY TO PUBLIC UTILITIES THAT WILL IMPACT UTILITIES AT MATURITY. ALL LANDSCAPE AND IRRIGATION IN GREEN SPACE (LOTS, COMMON AREAS AND TRACTS) WILL BE MAINTAINED A BY THE HOA. 0 20' 40' 00119 FULL SCALE: 1 "=20' HALF SCALE: 1 "=40' LOW-MED NO 18" o.c. WATER USAGE NATIVE SPACING N/A NO DMagleyDesign 'Ilk4w Landscape Architecture Site Planning Project Management 1817 E. Washington Street • Orlando, FL32803. 407.758.9456 Digitally Sep signed by �\ THIS ITEM HAS +�.+�' YJ ,`•"1AL� FLEE 'TRONICALLYLLY SI SIGNED MARY K AND SEALED BY MARY `�'"f: ��.C��E KATHERIN EMAGLEY ON •Av�� THEDATEAND TIME V 137.5 �� m o`6TAU1�NATURE MAG LEY • .; ,L .{.� f I PRINTEDCOPIEEN THE „�' t } DOCUMENT ARE NOT STATE, CONISIDERED SIGNED �C AND'E.AND THE \\ OF SIGNATURE MUST BE VERIFIED ON ANY Date: F_ M L' =. 01s ELECTON IC COPI ES MARY KATHERINE MAG LEY, RLA #0001375 2 O 2 3 7 •O •31 Mary Katherine Magley State of Fai�a.L'f�.�lo./1 ? L-CP4 TSO' vRVEVVI.SS1�0NNS V V REVISION NUMBER REVISION DESCRIPTION REVISION DATE 1 AGENCY COMMENTS 04/20/2023 2 AGENCY COMMENTS 06/08/2023 I S S U E D MAGNOLIA TOWNHOMES (fka ISAAK MALKA PROPERTY) Oviedo, Florida PLANTING PLAN CONSTRUCTION PLANS PROJECT NUMBER: MD#2216 DATE: APRIL 28, 2022 DRAWN BY: MD CHECKED BY: MKM SCALE AS INDICATED G: \My Dr1v9\Project9\2216 Magnolia Run 1MP\Acod\DwV\2216 Landscape SeLdwg Page 172 of 253 BUFFER PROPERTY LINES ADJACENT TO PROPERTY LINES 29 MUH CA4 27 ZAM PU2 10' PROVIDED/558 LF OF PROPERTY LINE WEST ORANGE TRAIL 1 GAL. 3 GAL. CANOPY TREES 1/100 LF 3 QUE VIR 4 ILE EAG UNDERSTORY TREES 3/100 LF O.R.B. 4938, PG 4527 SHRUBS AND SCREENING CONT. CONT. CANOPY TREES REQUIRED 6/6 PROVIDED 4 CAL VIM U1dUtK51 UKY I KttS KEQtiIRED 1 D (D) ( CONT. SHRUBS REQUIRED/SHRUBS PROVIDED I SQD SOD` \ J I , SOCK' -'� = I _ •Y•�•z•z•� • I 99 L zs J D 1 I 9_b c I I , I rn cn I I Tn U, C - � — — Z5 I-. I , } II I; 9.5CI r�rnH SOD SOD .Q O Icy 1 _ J DI -I _ y��[~j0- C.I; _ z I I n= DD I I 4 rn O rn = _ BUILI ING AREA cn * — _ I z II L VIR CON RACTOR W ILL PROVIDI: FINAL PLA SING ; r IS�D 2Q �3I o� II I _ CC�pj'= AND IGATIOI DESIGN FC R EACH 1 -- GE) - -� BUILI G AREA' VHEN BU '►ING PERMI FSTI- - �- — -. 7 - — -I _ \ � ARE � MII-I-L[� LANDS � �HOWI� ��R , 1 _1 SUG TED ! OC kTION IA SNti.'1tS. d I,I IIII1� - - II I tI 1 L = II III I hl aJ i g �, I ' - � M L I SOD, SOCK; , o CJr�c0 R \ T R \ T RWM RWM\ / R T R \ RWM — — RWM RWM WM' R 1 J C ' RWM R M � 1— _ ` -I 2 QUE VIR �_ INSTALL_ ROOTBARRIER WHENEVER 1, o n CONT. A TREE 1 RUNK IS VIIITHIN ' 0' OF A I �� O D 2 QUE VIR IFT PUBLIC CURB OR SIDEWALK CO r- CONT. �� D rT1 \ = I D —IM< D 9 0 - J.— LOCE - ITT 'I f00 — ATE TREE SO THAT IT ::S IN THE / C 00 COMMCN AREA NOT ON THE LOT _ Imo(• �I - \ -- L, }QUE VIR CONT. - _ I III I c � Ili } „ B�J�.LDIN I�EAIIII!.IIIIIIII1� I (• • � , , I \ 1 / CONTRA( R WILL ROVIDE �A� PLANTING \\ j _-) (Zrn � zp'O`C -T:_AND IR TION D SIGN FORIACH } _e - \ Ih �U)pNn I� -BUILDIN �cREA WHI ;N BUILD N PERMITS —� \ __ c z \ OC l -� ARE SUB �IITTED. LANDSCAPE S-TOWN FOR \I R, 4�% — \ V x. - c } — SUGGES 'ED LOCATI )N AND SIP CIEs. \\ II r 41' I -- O rn II rn, I \ D O f } t — —— _ _ -I 0 I _ _J T' } ----- - \. III o z cm I I G) - SOS 1 D�c_� L _ \ —i. 0 D r —n / O -- rn-n .�; e rn - SOD �. 1 cn - 9S L: } tl - -I IF— k - .� .I� ; j 9 I 9t L {' h111'Ilil II I'II T I_AA,, II I 111 ,� i ; jj ; to cli 00 rn SOD' SOD' ' m I O • 00+uxs' �B ZEE 'C II;B E� _ q, 6 _[ D_e' H(D) T F_ I F G:\My Dr>iv\Prc*t•\2216 Magnolia Run IMP\"\Owgs\2216 Landscape SeLdwg PLANT SCHEDULE TREES CODE QTY BOTANICAL / COMMON NAME MAGNOLIA GRANDIFLORA 'LITTLE GEM MAG LIT 35 Q DWARF SOUTHERN MAGNOLIA SINGLE, STRAIGHT TRUNK, FULL QUERCUS VIRGINIANA QUE VIR 20 SOUTHERN LIVE OAK SINGLE, STRAIGHT TRUNK, FULL ULMUS ALATA ULM ALA 12 WINGED ELM SINGLE, STRAIGHT TRUNK, FULL UNDERSTORY TREES CODE QTY BOTANICAL / COMMON NAME CALLISTEMON VIMINALIS CAL VIM 7 WEEPING BOTTLE BRUSH MULTI -TRUNK, FULL �. ILEX X ATTENUATA 'EAGLESTON' ILE EAG 10 EAGLESTON HOLLY SINGLE, STRAIGHT TRUNK, FULL SHRUBS CODE QTY BOTANICAL / COMMON NAME HAMELIA PATENS • HAM FI3 176 FIRE BUSH FULL MUHLENBERGIA CAPILLARIS • MUH CA4 42 MUHLY GRASS FULL OVIBURNUM OBOVATUM • VIB OB3 635 WALTER' S VIBURNUM FULL, 36" OC MAX ZAMIA PUMILA • ZAM PU2 70 COONTIE FULL GROUND COVERS CODE QTY BOTANICAL / COMMON NAME EVOLVULUS GLOMERATUS EVO GLO 103 BRAZILIAN DWARF MORNING GLORY _ L FULL LANTANA DEPRESSA LAN DE2 1,107 DWARF GOLD LANTANA FULL TRACHELOSPERMUM ASIATICUM 'MINIMA' TRA ASI 702 DWARF JASMINE FULL, 5 RUNNERS MIN. SOD CODE QTY BOTANICAL / COMMON NAME PASPALUM NOTATUM 'ARGENTINE' PAS ARG BAHIA GRASS CLEAN AND WEED FREE CONT. CAL SPECIFICATION CONT. 2" DBH MIN 10' HT CONT. 3.5" DBH 10' H X 5' S CONT. 2.5" DBH 10' H X 4' S WATER USAGE NATIVE LOW -MEDIUM YES LOW -MEDIUM YES LOW -HIGH NO Q 2 CONT. CAL SPECIFICATION WATER USAGE NATIVE CONT. 3-4 1" CAL TRUNKS MIN 8' HT MIN X 3' SPR MIN LOW NO CONT. 2" DBH MIN 8' HT MIN X 3' SPR MIN LOW YES CONT. - SPECIFICATION WATER USAGE NATIVE 3 GAL. 18" H X 18" S LOW -MEDIUM YES 1 GAL. 10" CIA LOW -HIGH YES 3 GAL. 18" H X 18" S LOW YES 3 GAL. 12" H X 12" S LOW YES CONT. - SPECIFICATION WATER USAGE NATIVE SPACING 1 GAL 10" H X 12" S LOW NO 18" ox. 1 GAL 1 GAL CONT. - SOD MAGNOLIA RUN NATIVE PLANTS PER LDC ARTICLE 6-10G. COMMON AREA LANDSCAPE ONLY (40% of each category must be native) Trees Quantity CAL VIM 7 0 WEEPING BOTTLE BRUSH ILE EAG 10 10 native EAGLESTON HOLLY MAG LIT 35 35 native LITTLE GEM MAGNOLIA ULM ALA 12 0 WINGED ELM QUE VIR 20 20 native LIVE OAK 84 65 77% TREES ARE NATIVE Shrubs Quantity Botanical HAM FI3 176 176 native FIRE BUSH MUH CA4 42 42 native PINK MUHLY GRASS VIB OB3 635 635 native WALTER'S VIBURNUM ZAM PU2 70 70 native COONTIE 747 747 100% SHRUBS ARE NATIVE Groundcovers Quantity Botanical EVO GLO 103 0 BLUE DAZE LAN DE2 1107 1107 native YELLOW LANTANA TRA ASI 702 0 ASIAN JASMINE 1809 1107 61% SHRUBS ARE NATIVE EACH CATEGORY INCLUDES LOT PLANTING 1.401_l 10"HX12"S SPECIFICATION SOD CITY OF OCOEE LANDSCAPE NOTES: 1. TREE ROOT GUARD/BARRIER SHALL BE INSTALLED AT ALL TREES LOCATED WITHIN 10' OF PUBLIC SIDEWALKS AND UTILITIES. 2. NO TREES OR SHRUBS SHALL BE PLANTED ON TOP OR WITHIN CLOSE PROXIMITY TO PUBLIC UTILITIES THAT WILL IMPACT UTILITIES AT MATURITY. ALL LANDSCAPE AND IRRIGATION IN GREEN SPACE (LOTS, COMMON AREAS AND TRACTS) WILL BE MAINTAINED 0 BY THE HOA. LOW YES 20" o.c. IN WATER USAGE NATIVE SPACING N/A NO 0 20' 40' 00119 FULL SCALE: 1 "=20' HALF SCALE: 1 "=40' MagleyDesign IIIIIIIII`41w Landscape Architecture Site Planning Project Management 1817 E. Washington Street • Orlando, FL32803. 407.758.9456 Seal Digitally signed THISITEMHASBEEN by MARY K ELECTRONICALLY SIGNED AND SEALED BY MARY CL THEDAI EANDTIEYON THE DATE ME MAGTEY i USING SPECIFIED USINGA DIGITALSIGNATURE PRINTEDCOPIESOFTHE STATE �/ /� F_M REDARE SIGNEDDOCUMENT ANDSCONISA EDANDHE ANDS AND THE SIGNATURE MUST BEVERIFIEDONANY Date: ELECTONICCOM Imo/ Imo■ r'/� 2023.01.31 MARY KATHERINE MAGTEY, RLA k0001375 Mc-0&25 bey-04'001 State of Florida Lic. No.: LA 0001375 REVISION NUMBER REVISIONS REVISION DESCRIPTION REVISION DATE 1 AGENCY COMMENTS 04/20/2023 2 AGENCY COMMENTS 06/08/2023 I S S U E D MAGNOLIA TOWNHOMES (fka ISAAK MAII PROPERTY) Oviedo, Florida CONSTRUCTION PLANS PROJECT NUMBER: MD#2216 DATE: APRIL 28, 2022 DRAWN BY: MD CHECKED BY: MKM SCALE AS INDICATED L 2 Page 173 of 253 PRUNE 3 FRONDS CLOSEST TO BUD PRIOR TO TYING PRUNE AND TIE FRONDS (MINIMUM OF 7 FRONDS) WITH ORGANIC TWINE ONLY. FRONDS TO REMAIN TIED FOR 6 MONTHS AFTER PLANTING 1 / / TOP OF TRUNK CROWN SHAFT IS TO BE 1. SEE PLANS AND ' / 90 DEGREES TO THE GROUND. SPECS. FOR PALMS W/ BOOTS TO REMAIN ON FIVE LAYERS OF BURLAP TRUNK. TO PROTECT TRUNK. 2. FINAL TREE STAKING TWO 3/4" STEEL BANDS OR DETAILS AND APPROVED ALTERNATE PLACEMENT TO BE Y APPROVED BY z FIVE 2" X 4" X 18" WOOD OWNER. BATTENS 3. CONTRACTOR W (3) 2" X 4" LUMBER BRACES. SHALL ASSURE U SCREW TO BATTENS AND PERCOLATION OF 2" X 4" STAKES. FLAG AT n MIDPOINT AND AT BASE. ALL PLANTING PITS U PRIOR TO 2" OF MULCH, 3" AWAY FROM TRUNK INSTALLATION. u SOIL BERM TO HOLD WATER 2" X 4" WOOD FINISH GRADE STAKES PAINTED BROWN. MIN. �I 1 -- 1 j --- - CLEAN SAND 6" \ BACKFILL 2X WIDTH OF ROOTBALL 1 TYPICAL PALM PLANTING DETAIL 1/2" = 1'-0" TYPICAL LANDSCAPE NOTES: 120' - NOTE: 1. ARBOR TIE STAKING COMPONENTS MANUFACTURED BY STAKING SYSTEMS INC., j PHONE: 407-880-3398 OR ACCEPTABLE EQUAL. 2. CONTRACTOR SHALL ASSURE PERCOLATION PLAN 120' OF ALL PLANTING PITS PRIOR TO 120' INSTALLATION. NON SLIP KNOT r=' , - HAND TENSIONER - ! -= ARBOR TIE NYLON b - - _-4 STRAPPING, OR EQUAL ; 3" MINIMUM MULCH, 3" AWAY FROM TRUNK '- - SOIL BERM TO HOLD WATER, INSTALL AT OUTSIDE EDGE OF ROOT BALL 4' DIA. MIN. �I. I ARROWHEAD ANCHOR _-1FINISHED GRADE \ I -\ TYP I - NATIVE SOIL PREPARED PLANTING SOIL WITH THREE AGRIFORM FERTILIZER TABLETS (20-10-5) ADJACENT TO ROOT BALL IN THE UPPER 1/3 PORTION OF THE PLANTING SOIL. TREE PIT 2X ROOTBALL DIA. 2 LARGE TREE PLANTING DETAIL P-GO-18 1. ALL TREE CALIPER SIZES NOTED ARE MINIMUM. INCREASE SIZE OR ANY OTHER SPECIFICATIONS AS REQUIRED, PROVIDING MINIMUM PLANT SIZE AND SPECIFICATIONS. 2. ALL CONTAINER SIZES NOTED ARE MINIMUM. INCREASE SIZE OF POT AS REQUIRED, PROVIDING MINIMUM PLANT SIZE AND SPECIFICATIONS. ALL HEIGHT AND SPREAD SPECIFICATIONS ARE MINIMUM. 3. SHRUB AND GROUNDCOVER BED QUANTITIES ARE INDICATED FOR EACH PLANT BED. ALL PLANT QUANTITIES FOR PROPOSALS SHALL BE DERIVED SOLELY FROM DRAWINGS AND SPECIFICATIONS. 4. SHRUB AND GROUND COVER SPACING IS INDICATED ON THE PLANT LIST AND SHALL APPLY FOR ALL "MASS PLANTING" BEDS. 5. OWNERS REPRESENTATIVE MUST TAG AN EXAMPLE OF EACH PALM SPECIES ACCORDING TO THE SPECIFICATIONS IN THE PLANT LIST. 6. SEE PLANT LIST DETAILS AND SPECIFICATIONS FOR FURTHER PLANTING INFORMATION. 7. LOCATION OF ALL UTILITIES AND BASE INFORMATION IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS AND COORDINATE WITH OWNER'S REPRESENTATIVE PRIOR TO INITIATING INSTALLATION WORK. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY DAMAGE COMMITTED TO EXISTING ELEMENTS ABOVE OR BELOW GROUND TO ITS ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 8. CONTRACTOR SHALL FIELD ADJUST LOCATION OF PLANT MATERIAL AS NECESSARY TO AVOID DAMAGE TO EXISTING UNDERGROUND UTILITIES AND/OR EXISTING ABOVE GROUND ELEMENTS. ALL CHANGES REQUIRED SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE. 9. CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT MATERIAL PRIOR TO INITIATING INSTALLATION FOR THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. THE LOCATION OF ALL PLANT MATERIAL IS SUBJECT TO FIELD CHANGE. 10. LANDSCAPE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE IRRIGATION CONTRACTOR AND ALL OTHER TRADES. 11. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAND WATERING AS REQUIRED UNTIL PLANT MATERIALS ARE WELL ESTABLISHED, TO SUPPLEMENT IRRIGATION WATERING AND RAINFALL. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL LANDSCAPE AREAS WHERE THE EXISTING OR PROPOSED IRRIGATION IS FOR WHATEVER REASON NOT OPERATING OR NOT OPERATING CORRECTLY. 13. CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. RUBBISH AND DEBRIS SHALL BE COLLECTED AND DEPOSITED AS DIRECTED DAILY. ALL MATERIALS, PRODUCTS, AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. 14. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE WITH FLORIDA NO. 1 GRADE, ACCORDING TO THE "GRADES AND STANDARDS FOR NURSERY PLANTS" PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, CURRENT EDITION. 15. CONTRACTOR SHALL REMOVE EXISTING SOD AND/OR VEGETATION IN ALL AREAS TO BE PLANTED WITH SHRUB/GROUNDCOVERS AND/OR ALL AREAS TO BE MULCHED. 16. CONTRACTOR SHALL REPLACE SOD IN ALL AREAS WHERE EXISTING VEGETATION IS REMOVED OR RELOCATED, WHERE EXISTING LAWN AREAS ARE DAMAGED BY HIS WORK, AND WHERE NEW VEGETATION IS INSTALLED (UNLESS OTHERWISE NOTED ON PLANS) WITH SAME GRASS SPECIES TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADING ALL SUCH AREAS TO BLEND BOTH ELEVATIONS AND SOD INTO EXISTING SURROUNDING LAWN AREAS. 17. THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING OF SOILS, AMENDMENTS, ETC. ASSOCIATED WITH THE WORK AND INCLUDED IN THE SPECIFICATIONS. PRIOR TO COMMENCEMENT OF THE LANDSCAPING WORK. FOR EVERY BLOCK SECTION OF STREET THE CONTRACTOR SHALL PROVIDE COMPLETE SOIL TESTS FOR AT LEAST THREE AREAS UNDISTURBED BY PREVIOUS WORK AND TWO AREAS DISTURBED AND/OR REFILLED. SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. 18. THE CONTRACTOR SHALL PROVIDE UNIT PRICES AS REQUESTED WHICH INCLUDE THE TOTAL COST OF THE WORK INCLUDING BUT NOT LIMITED TO ANY AND ALL COSTS FOR EQUIPMENT, MATERIAL, PRODUCTS, OVERHEAD, PROFIT, GUARANTEES, LABOR, INSTALLATION, ETC. TO PROVIDE A COMPLETE JOB AS OUTLINED ON THE DRAWINGS. THE OWNER SHALL HAVE THE OPTION TO ADD OR DEDUCT FROM THE LUMP SUM BID CONTRACT AMOUNT, BASED ON THE QUOTED UNIT PRICES FOR ANY OR THE ITEMS LISTED IN THE "PLANT LIST". 19. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN BY MEANS APPROVED BY THE OWNER/OWNER'S REPRESENTATIVE AND AS DETAILED IN THE DRAWINGS. 20. CONTRACTOR SHALL CLEAN, PRUNE, AND SHAPE EDGES OF EXISTING VEGETATION AS DIRECTED BY OWNER'S REPRESENTATIVE. CREATE SMOOTH BED LINES AROUND EXISTING VEGETATION. 21. CONTRACTOR AND EMPLOYEE VEHICLE PARKING SHALL BE COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE. SHUTTLING OF EMPLOYEES TO THE PROJECT AREAS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL NOT DISRUPT OR CONFLICT IN ANY WAY WITH EXISTING TRAFFIC. 22. CONSTRUCTION ACCESS SHALL BE INDICATED BY THE OWNER. COORDINATION OF HEAVY EQUIPMENT AND MATERIALS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF WORK WITH OTHER TRADES AND THE OWNER OR OWNER'S REPRESENTATIVE. 23. THE CONTRACTOR SHALL TAKE WHATEVER MEANS THAT MAY BE NECESSARY TO FULLY UNDERSTAND ALL THE ACCESS ROUTES AND CONSTRUCTION SCHEDULES IN ORDER TO PROVIDE A COMPLETE AND FINISHED PROJECT ON SCHEDULE. 24. PINE STRAW MULCH OR OWNER DIRECTED MULCH TYPE. (CYPRESS MULCH NOT ALLOWED). 9 LANDSCAPE NOTES N.T.S. ROOTBARRIER REQUIRED WHEN A TREE TRUNK IS PLANTED WITHIN 10' OF A PUBLIC SIDEWALK/CURB/UTILITY. /-- SIDEWALK i A tl ) ~1Y ROOTBARRI ER (Plastic mechanical barrier in modular panels used to redirect and guide tree roots down and away from hardscape surfaces.) 8 ROOT BARRIER N.T.S. 120- 101 � NOTE: . 1. CONTRACTOR SHALL ASSURE PLAN PERCOLATION OF ALL PLANTING ` 120 PITS PRIOR TO INSTALLATION. 2. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE _ I _ ;_4 ) -- ,' APPROVED BY OWNER. "I PROTECT TREE TRUNK WITH i. - ( hr ` BLACK RUBBER HOSE L 1 ARBOR TIE, OR EQUAL iF THREE 8' TALL LODGE POLE -) STAKES SPACE EVENLY AROUND TREE PAINTED Z ) l ! j J BROWN. 3" MINIMUM MULCH LAYER " HOLD MULCH AWAY 1' FROM TREE TRUNK !✓ SOIL BERM TO HOLD WATER FINISHED GRADE (SEE GRADING % PLAN) TREE PIT 2X ROOTBALL DIA. 1 -_--w - 3-AGRIFORM TABLETS (20-10-5) a_ ADJACENT TO THE ROOT BALL IN THE UPPER 1/3 PORTION OF THE PLANTING SOIL. B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). PREPARED PLANTING SOIL AS SPECIFIED. OSMALL TREE PLANTING DETAIL - FINISH GRADE - TOP OF ROOTBARRIER MUST BE 1/2" ABOVE FINISHED GRADE i- CONCRETE CURB ROOTBARRI ER (Plastic mechanical barrier in modular .panels used to redirect and guide tree roots down and away from hardscape surfaces.) PREPARED PLANTING SOIL NATIVE PLANTING SOIL NOTES: 1. Manufactured by DeepRoot Green Infrastructure, L-C. (DeepRoot), 530 Washington Street, San Francisco, CA 94111; 800.458,7668; fax 800.277.7668; www.deeDroot.com OR APPROVED EQUAL 2. 18" Depth, UB 18-2 a. Material: black, recyclable, injection molded panel manufactured with 75% reprocessed polypropylene with added ultraviolet inhibitors. b. Dimensions: 0.075" (1.90 mm) wall thickness in modules 24" (609 mm) long and 18" (457 mm) deep. C. Additional specifications: 1. 3/8" (9.53mm) wide integral molded 0.060" (1.52mm) thickness double top edge with stiffening ribs; bottom edge attached to vertical root deflecting ribs. 2. Integral molded vertical root directing ribs; 0.060" 9 9 (1.52mm) thickness by 1/2" (12.7mm) deep spaced at 6" (152mm) O.C. 3. Integral molded horizontal anti -lift ground lock tabs; 0.060" (1.52mm) thickness by 2-1/4" (57.15mm) long by 3/8" (9.53mm) wide; minimum nine per panel. 4. Integral zipper joining system for panel connections. 3. Linear Applications a. For installation along linear applications of hardscapes: 1. Assemble the appropriate number of root barrier panels using Zipper Joining System. 2. Trench immediately adjacent to hardscape to the appropriate depth for installation of specified root barrier so that top of barrier is 1/2"-1" (12.7mm to 25.4mm) above finished soil grade. 3. Place root barrier in trench, vertical ribs facing toward planting area and tree roots. 4. Where possible, use hardscape as a guide for root barrier alignment. 5. Backfill adjacent planting soil against the root barrier to promote clean fit to hardscape. Fill to finish grade per project specifications. t20 �- NOTE: 1. CONTRACTOR SHALL ASSURE PLAN / i PERCOLATION OF ALL PLANTING BEDS/ 1200 t20* PITS PRIOR TO INSTALLATION. -� 2. ALL STAKING AND CROSS MEMBERS TO BE PRESSURE TREATED PINE. 3. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY THE OWNER. 2 PROTECT TREE TRUNK WITH 1/2" REINFORCED RUBBER HOSE DOUBLE STRAND ARBOR TIE, OR EQUAL j TWISTED (GUY TO STRONGEST TRUNK AT CENTER). THREE-8' TALL LODGE POLE STAKES SPACED EVENLY AROUND TREE. HGT. OF STAKES NOT TO EXCEED TREE HGT. (CUT TOPS) SET ROOTBALL 1 1/2" ABOVE FINISHED GRADE. 3" MIN. MULCH, HOLD AWAY FROM TRUNK ;I 6" SOIL BERM TO HOLD WATER, INSTALL AT f _ OUTSIDE EDGE OF ROOT BALL I FINISHED GRADE TAMP PREPARED PLANTING SOIL TO PREVENT SETTLING AND ADJUST ROOTBALL PLANTING HEIGHT IN RELATIONSHIP z _ } TO FINISH GRADE. "D" = ROOTBALL + 24" 3-AGRIFORM TABLETS (20-10-5) ADJACENT TO THE ROOT BALL IN THE UPPER u 1/3 PORTION OF THE PLANTING SOIL. ROOTBAIL AMENDED PLANTING SOIL 12" MIN. DIAMETER 12" MIN. AS SPECIFIED (:: ) TYPICAL MULTITRUNK TREE PLANTING DETAIL TYPICAL TRIANGULAR ON CENTER SPACING AS PER PLANT LEGEND SET ROOTBALL „X" 3/4" ABOVE FINISH GRADE �l i,� II II�. i F�i III 6" INS ^RB o SPACING FROM EDGE OF BED LINE EQUAL TO 1.5 x'X' PLANTING PIT WIDTH D"=2xRB (ROOTBALL WIDTH) SCARIFY ROOTBALL PER SPECIFICATIONS 3" MINIMUM MULCH LAYER PREPARED PLANTING SOIL PER SPECIFICATIONS. NOTE: 1.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING BEDS/PITS PRIOR TO INSTALLATION. OTYPICAL SHRUB PLANTING DETAIL TYPICAL TRIANGULAR ON CENTER SPACING AS PER PLANT LEGEND �I SPACING FROM EDGE OF BED LINE EQUAL TO 1.5 x'X' SCARIFY ROOTBALL PER SPECIFICATIONS 3" MINIMUM MULCH LAYER AMEND ENTIRE BED TO 12" DEPTH FOR GROUNDCOVERS SPECIFIED. USE PREPARED PLANTING SOIL PER SPECIFICATIONS. FINISH GRADE AND BED LINE OR WALK (PER PLANS) NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING BEDS/PITS PRIOR TO INSTALLATION. OTYPICAL GROUNDCOVER PLANTING DETAIL NOTE: ALL SHRUBS AND GROUNDCOVER MASSES TO USE TRIANGULAR SPACING EXCEPT WHERE NOTED REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING'X'. SPACING BETWEEN DIFFERENT PLANT TYPES = LARGEST SPACING ('X') i = plant spacing (+ 2' in front of parking if no wheel stops are used) CURB OR EDGE OF PAVEMENT. (:: ) TYPICAL PLANT SPACING DETAIL MagleyDesign Landscape Architecture Site Planning Project Management 1817 E. Washington Street • Orlando, FL32803. 407.758.9456 Seal Digitally signE d THIS ITEM HAS BEEN by MARY K ELECTR SGNED AATHERI EDBYMARY KATHERINENNHIM ON MAGLEY THE DATE AND TIME /�� J j m SPECIHED USING. DIGITAL SIGN.TURE PRINTED COPIES OE THE DOCUMENT ARE NOT Date: CON ISMERED SIGNED STATE E\ * OF �'F' ANDSEALEDANDTHE /,i SIGNATURE MUST BE r, F� ELECTONIC COPIES 2 0 2 3.0 .31 MARY KATHERINE MAGLEY, RLA #0001395 MaO1 1 ®® �"�� y State of FloridPi fVo.:�� 0 01375 REVISIONS REVISION NUMBER REVISION DESCRIPTION REVISION DATE I S S U E D MAGNOLIA TOWNHOMES (fka ISAAK MALKA PROPERTY) Oviedo, Florida CONSTRUCTION PLANS PROJECT NUMBER: MD#2216 DATE: APRIL 28, 2022 DRAWN BY: MD CHECKED BY: MKM SCALE AS INDICATED G: \My Drivle\Prq*t9\2216 Mognolio Run IMP\Ac od\Dwgs\2216 Landscape SeLdwg Page 174 of 253 101 81 10 IIIIIIIIIIII'IIIIII II - -, _ i II �_�_'� .rJ i--I '� � �� -141-- I F-102 ,. (F-]04-(F-102 I; I — I-- F� III, I I I e aa V u e u ,, IS F-102 F-] - - (F-102 rA 02 i � 99 I - _ NORTH(D) IQ/ - I REFERENCE NOTES SCHEDULE FURNISHINGS SYMBOL DESCRIPTION QTY (F-]0] 6' L BENCH/OWNER SELECTED 2 F-]02 4' H ALUMINUM PICKET FENCE/OWNER SELECTED (F-103 3' W SINGLE GATE/4' H/MATCH FENCE ( F-104 5 W DOUBLE GATE/4 H/MATCH FENCE PAVEMENTS SYMBOL DESCRIPTION QTY P-]Oi 6" THK NATURAL GRAY CONCRETE/WWF/BROOM FINISH W/SAW CUT JTS DMagleyDesign 11`ll1I`4w Landscape Architecture Site Planning Project Management 1817 E. Washington Street - Orlando, FL32803. 407.758.9456 Seal signed by THIS ITEM HAS BEEN MARY K v•Wpc'_ ELECTRONICALLY SIGNED 11 pv�� '] KATHERINE MAGLEY ON AND SEALED BY MARY MAGLEY THEDATEAND TIME �'. 1375 (Q, � SPEIHLALAUSINGA %4I m II c.rS 11TATE: DIGITAL SIGNATURE PRINTED COPIES OF THE DDCUMENTARENt�11 Date: p'' CONSDEREO SIGNED AND SEALED AND THE OF SIGNATURE MUST BE II FLOR III'-% VERIFIED N ANY ELECTONIOC COPIES 2023.07.3 MARY KATHERINE MAGLEY, RLA #0001375 Ma0,8o t -D25Y State of Florida Li'� LA 0001375 REVISIONS REVISION NUMBER REVISION DESCRIPTION REVISION DATE 1 AGENCY COMMENTS 04/20/2023 I S S U E D MAGNOLIA TOWNHOMES (fka ISAAK MALKA PROPERTY) Oviedo, Florida CONSTRUCTION PLANS PROJECT NUMBER: MD#2216 DATE: APRIL 28, 2022 DRAWN BY: MD CHECKED BY: MKM SCALE AS INDICATED 158' —1, i i I G:\My orive\Prolects\2216 Magnolia Run IIMP\Ac ad\Owgs\2216 Landscape SeLdwg 158'- TIL --- I 0 20' 40' 00119 FULL SCALE: 1 "=20' HALF SCALE: 1 "=40' Im Page 175 of 253 E 550.00 157 E N0RTH(D) 158`- E, m N O N l Iy I III l l III I l � Iy � IIIIIII ILA U I I 1 h� II I � I I Ili II 77 to Ili II IIIIIII � � � I III � I �o EXISTING PVC FENCE ON ADJACENT PROPERTY Q 1 h _ 158' REFERENCE NOTES SCHEDULE FURNISHINGS SYMBOL DESCRIPTION QTY (F-101 6' L BENCH/OWNER SELECTED 2 t 02 4' H ALUMINUM PICKET FENCE/OWNER SELECTED (F-103 3' W SINGLE GATE/4' H/MATCH FENCE ( F-104 5 W DOUBLE GATE/4 H/MATCH FENCE PAVEMENTS SYMBOL DESCRIPTION QTY P-]01 6" THK NATURAL GRAY CONCRETE/WWF/BROOM FINISH W/SAW CUT JTS DMagleyDesign 11`llI`I4w Landscape Architecture Site Planning Project Management 1817 E. Washington Street • Orlando, EL32803.407.758.9456 S gal Digitally signed /�-- THIS ITEM HAS BEEN by MARY K j(((''�� •VA`i`�� ELECTRONICALLY SIGNED AND SEALED BY MARY KATHERINE MAGLEY ON MAGLEY �' 375 / � y THE DATE AND TIME �ClSPECIFIED USING �m�., fn DIGITAL SIGNATURE. Wp 0 PRINTED COPIES OF THE DOCUMENT ARE NOT \\ STATEI f / CONISIDERED SIGNED Date • \ �¢' AND OANDSEA ED AND THE * � SIGNATURE MUST BE / OR I VERIFIED ON ANY Fl 2 O ^ 3 • O 1) • 3 1 / ELECTONIC COPIES /j L/ MARY KATHERINE MAGLEY, RLA #0001375 0 20' 40' 00119 FULL SCALE: 1 "=20' HALF SCALE: 1 "=40' Statei9►&24 : ag n .i / )1 REVISIONS REVISION NUMBER REVISION DESCRIPTION REVISION DATE 1 AGENCY COMMENTS 04/20/2023 I S S U E D MAGNOLIA TOWNHOMES (fka ISAAK MALKA PROPERTY) Oviedo, Florida �•" •'' I I Illli I CONSTRUCTION PLANS PROJECT NUMBER: MD#2216 DATE: APRIL 28, 2022 DRAWN BY: MD CHECKED BY: MKM SCALE AS INDICATED H2 Page 176 of 253 CITY OF OCOEE IRRIGATION NOTES: 1. IRRIGATION SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH CHAPTER 175 OF CITY CODE. 2. FINAL IRRIGATION PLAN APPROVAL DOES NOT PROVIDE Q EXEMPTION FROM CITY OF OCOEE CODE OF ORDINANCES 1 CHAPTER 175 LANDSCAPE IRRIGATION REQUIREMENTS. ANY DEVIATIONS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. 3. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE WATERSENSE PLUMBING FIXTURES AND ENERGY STAR APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEE'S CODE OF ORDINANCES. 4. THERE SHALL BE A MINIMUM OF FOUR (4) INCHES BETWEEN DISTRIBUTION EQUIPMENT AND PAVEMENT. 5. NO TREES OR SHRUBS SHALL BE PLACED ON TOP OF OR IN CLOSE PROXIMITY TO PUBLIC UTILITIES THAT WILL IMPACT UTILITIES AT PLANT MATURITY. 6. DEVELOPER/CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF PLUMBING AND IRRIGATION SYSTEM BY CALLING 407.905.3159. 7. A LETTER OF CERTIFICATION OF THE DESIGN FOR THE IRRIGATION SYSTEM FOR OCOEE RETAIL SHALL BE SUBMITTED AS REQUIRED. AN IRRIGATION DESIGN PROFESSIONAL FOLLOWED CHAPTER 175 FOR THE DESIGN OF THIS PROJECT. 8. TREE ROOT GUARD/BARRIER SHALL BE INSTALLED AT ALL TREES LOCATED WITHIN 10' OF PUBLIC SIDEWALKS AND UTILITIES. DMdOleyDesign 'I'llk4w Landscape Architecture Site Planning Project Management 1817 E. Washington Street • Orlando, FL32803. 407.758.9456 Seal Digitally signed by MARY K THIS ITEM HAS BEEN ELECTRONICALLY SIGNED ��Q�-� y C� AND SEALED BY MARY LEY ON THEDA DATE THE DATE AND TIME MAG LEY `t' \ „{ 137'J� iT1� SPECIFIED USING DIGITAL SIGNATURE ��,I.� f �\ \. / PRINTED COPIES OF THE DOCUMENT ARE NOT CONISIDERED SIGNED Date: STATE % / AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTON IC COPIES. 11 O I1 3 L/ 1 O 7 3 1 MARY KATHERINE MAG LEY, REA#0001375 • • State of F 00tQ4�089157O, n�, q7-3 ALL LANDSCAPE AND (LOTS, COMMON AREAS AND TRACTS) WILL BE MAINTAINED BY THE HOA. IRRIGATION IN GREEN SPACE 0 20' 40' NONNI FULL SCALE: 1 "=20' HALF SCALE: 1 "=40' R E V I S I O N S REVISION NUMBER REVISION DESCRIPTION REVISION DATE 1 AGENCY COMMENTS 04/20/2023 2 AGENCY COMMENTS 06/08/2023 I S S U E D MAGNOLIA TOWNHOMES (fka ISAAK MALKA PROPERTY) Oviedo, Florida 14 1 • CONSTRUCTION PLANS PROJECT NUMBER: MD#2216 DATE: APRIL 28, 2022 DRAWN BY: MD CHECKED BY: MKM SCALE AS INDICATED � 58' OPEN SPDO!ACE N O R TH (N G:\My Ddvle\Prq*t9\2216 Magnolia Run 1MP\"\Dwg9\2216 Landscape SeLdwg Page 177 of 253 CITY OF OCOEE IRRIGATION NOTES: 1. IRRIGATION SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH CHAPTER 175 OF CITY CODE. 2. FINAL IRRIGATION PLAN APPROVAL DOES NOT PROVIDE Q EXEMPTION FROM CITY OF OCOEE CODE OF ORDINANCES CHAPTER 175 LANDSCAPE IRRIGATION REQUIREMENTS. ANY DEVIATIONS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. 3. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE WATERSENSE PLUMBING FIXTURES AND ENERGY STAR APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEE'S CODE OF ORDINANCES. 4. THERE SHALL BE A MINIMUM OF FOUR (4) INCHES BETWEEN DISTRIBUTION EQUIPMENT AND PAVEMENT. 5. NO TREES OR SHRUBS SHALL BE PLACED ON TOP OF OR IN CLOSE PROXIMITY TO PUBLIC UTILITIES THAT WILL IMPACT UTILITIES AT PLANT MATURITY. 6. DEVELOPER/CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF PLUMBING AND IRRIGATION SYSTEM BY CALLING 407.905.3159. 7. A LETTER OF CERTIFICATION OF THE DESIGN FOR THE IRRIGATION SYSTEM FOR OCOEE RETAIL SHALL BE SUBMITTED AS REQUIRED. AN IRRIGATION DESIGN PROFESSIONAL FOLLOWED CHAPTER 175 FOR THE DESIGN OF THIS PROJECT. 8. TREE ROOT GUARD/BARRIER SHALL BE INSTALLED AT ALL TREES LOCATED WITHIN 10' OF PUBLIC SIDEWALKS AND UTILITIES. ALL LANDSCAPE AND IRRIGATION IN GREEN SPACE (LOTS, COMMON AREAS AND TRACTS) WILL BE MAINTAINED BY HOA. e 0 20' 40' NONNI FULL SCALE: 1 "=20' HALF SCALE: 1 "=40' DMdOleyDesign 'I'llk4w Landscape Architecture Site Planning Project Management 1817 E. Washington Street • Orlando, FL32803. 407.758.9456 Seal Digitally signed THIS ITEM HAS BEEN y MARY K ELECTRONICALLY SIGNED AND SEALED BY MARY THE(11111NI E AND TIME EY ON MAGLEY 'y THEDATEANDTIME 7}r�� \ ,�{1 SPECIFIED USINGA Ifl �S, 1 3 / y„/]] �,l -1— DIGITAISIGNATUBE NT DOCUMENOT ARE ON THE ✓ ) CONIRDEREDSIGNED STATE Date • OF j * AND SEALED AND THE SIG NATURE MUST BE VERIFIED ON ANY \ Fia'z �� / ELECTONIG COPIES 2 O 2 3 • O 7 • 31 — is MARY KATHERINE MAGLEY, RLA #0001175 State of Flori� . V I[A Q0045001 R E V I S I O N S REVISION NUMBER REVISION DESCRIPTION REVISION DATE 1 AGENCY COMMENTS 04/20/2023 2 AGENCY COMMENTS 06/08/2023 I S S U E D MAGNOLIA TOWNHOMES (fka ISAAK MALKA PROPERTY) Oviedo, Florida 14 • , • CONSTRUCTION PLANS PROJECT NUMBER: MD#2216 DATE: APRIL 28, 2022 DRAWN BY: MD CHECKED BY: MKM SCALE AS INDICATED I2 Page 178 of 253 IRRIGATION SCHEDULE COMMON AREA IRRIGATION M/21 I 1 4■ oil a = SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD 1812-SAM-PRS-U 15LCS - SHRUB SPRAY, 121N. POP-UP SPRINKLER WITH CO -MOLDED WIPER -L SEAL. 1 /21N. NPT FEMALE THREADED INLET. WITH 5 } = SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING - DEVICE. RAIN BIRD 1812-SAM-PRS-U 15RCS SHRUB SPRAY, 121N. POP-UP SPRINKLER WITH CO -MOLDED WIPER SEAL. 1 /21N. NPT FEMALE THREADED INLET. WITH 5 _ SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING = DEVICE. RAIN BIRD 1812-SAM-PRS-U 15SST -UP SPRINKLER WITH CO -MOLDED WIPER SHRUB SPRAY, 121N. POP - © SEAL. 1 /21N. NPT FEMALE THREADED INLET. WITH 26 L_ SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. RAIN BIRD 1800-1400 FLOOD 1402 = 11 FIXED FLOW RATE (0.25-2.OGPM), FULL CIRCLE BUBBLER, 1 /2" 37 _ - FIPT. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESBR-PRS-D 1-1/2" r = 1IN., 1-1/21N., 21N. DURABLE CHLORINE -RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM 5 TECHNOLOGY, PURPLE FLOW CONTROL HANDLE, AND PRESSURE - REGULATOR MODULE. - RAIN BIRD ESP4ME3 WITH (2) ESP-SM3 -. 10 STATION, HYBRID MODULAR OUTDOOR CONTROLLER. FOR - RESIDENTIAL OR LIGHT COMMERCIAL USE. LNK WIFI MODULE AND 1 } = FLOW SENSOR READY. - RAIN BIRD WR2-RC -' Qs WIRELESS RAIN SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 1 - = RAIN SENSOR TRANSMITTER. POINT OF CONNECTION 2" - " o THE STORM WATER POND WITH A HARVESTING SYSTEM (DESIGN 1 _ 0_ BUILD) AND CITY OF OCOEE RECLAIMED WATER 0 } L IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26-NP 3/4" 2,212 L.F. L - IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26-NP 1" 172.1 L.F. " IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26-NP 1 1 /4" 220.7 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40-NP 2" 631.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 1" - - - - - - - - - - - EXTEND SLEEVE 12-18" PAST HARDSCAPE - - - - - - - - - - - SLEEVES SHALL BE DOUBLE THE SIZE OF THE LATERAL GOING 43.2 L.F. THRU IT - " PIPE SLEEVE: PVC SCHEDULE 40 2" } _ - - - - - - - - - - - EXTEND SLEEVE 12-18" PAST HARDSCAPE - - - - - - - - - - - SLEEVES SHALL BE DOUBLE THE SIZE OF THE LATERAL GOING 54.0 L.F. = THRU IT PIPE SLEEVE: PVC SCHEDULE 40 4" - - - - - - - - - - - EXTEND SLEEVE 12-18" PAST HARDSCAPE __________ - SLEEVES SHALL BE DOUBLE THE SIZE OF THE LATERAL GOING 43.2 L.F. }' THRU IT _ - Valve Callout - # Valve Number , � ## Valve Flow } - L, Valve Size - - L -L - __ L ARC PSI GPM RADIUS RCS 30 0.49 4'x15' SST 30 1.21 4'x3O' 360 20 0.5 3' SIZE TYPE GPM HEADS PIPE 3/4" PIPE 1" PIPE 1 1 /4" WIRE DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI C POC PRECIP 1 RAIN BIRD PESBR-PRS-D 1-1 /2" BUBBLER 2 4 593.4 102.0 20 0.18 3.5 23.7 1.7 in/h 2 RAIN BIRD PESBR-PRS-D 1-1 /2" BUBBLER 5 10 956.5 176.7 20 1.57 3.5 25.1 1.7 in/h 3 RAIN BIRD PESBR-PRS-D 1-1 /2" BUBBLER 11.5 23 504.5 9.2 629.9 20 1.94 3.5 25.4 26.3 1.7 in/h 4 RAIN BIRD PESBR-PRS-D 1-1 /2" SHRUB SPRAY 18.9 18 78.5 95.7 94.0 638.5 30 2.92 3.5 36.4 38.5 1.75 in/h 5 RAIN BIRD PESBR-PRS-D 1-1 /2" SHRUB SPRAY 17.46 18 79.1 76.4 117.5 643.0 30 2.54 3.5 36.0 37.8 1.67 in/h Common Wire 631.1 WATERING SCHEDULE NUMBER MODEL TYPE PRECIP IN. /WEEK MIN. /WEEK GAL. /WEEK GAL. /DAY 1 RAIN BIRD PESBR-PRS-D BUBBLER 1.7 in/h 1 36 72 2 RAIN BIRD PESBR-PRS-D BUBBLER 1.7 in/h 1 36 180 3 RAIN BIRD PESBR-PRS-D BUBBLER 1.7 in/h 1 36 414 4 RAIN BIRD PESBR-PRS-D SHRUB SPRAY 1.75 in/h 0.75 26 491 5 RAIN BIRD PESBR-PRS-D SHRUB SPRAY 1.67 in/h 0.75 27 471 TOTALS: 161 1,629 RUNTIME SUMMARY 20 _P_r=ogra m _ (4 15 Total Time: 02:38 GPM 10 Total Water Use: 1,610 gallons 5 Max Allowed GPM: 19 OOP.nCDLnCDLnCDLnCDLnCDLnCDLnCDLnCDLnCDLnCD LnCDLnCDLnCD LnCDLnCD Lno O CD tV N M M �� Ln i.n 0 CD CV N M M � IT V1 I n CD CD tV N M M 'I - CD C) C) CD CD C) C) C) CD CD CD C) CD CD CD CD CD CD CD CD CD C) CD CD CD C) C) C) C) C) C) C) C) Time Generated: 2023-04-24 14:60 Water Source Information: THE STORM WATER POND WITH A HARVESTING SYSTEM (DESIGN BUILD) AND CITY OF OCOEE RECLAIMED WATER 0 3 FLOW AVAILABLE Point of Connection Size: 2" Flow Available 69.4 GPM PRESSURE AVAILABLE Static Pressure at POC: 40 PSI Pressure Available: 40 PSI DESIGN ANALYSIS Maximum Station Flow: 18.9 GPM Flow Available at POC: 69.4 GPM Residual Flow Available: 50.5 GPM Critical Station: 4 Design Pressure: 30 PSI Friction Loss: 2.66 PSI Fittings Loss: 0.26 PSI Elevation Loss: 0 PSI Loss through Valve: 3.5 PSI Pressure Req. at Critical Station: 36.4 PSI Loss for Fittings: 0.19 PSI Loss for Main Line: 1.88 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Critical Station Pressure at POC: 38.5 PSI Pressure Available: 40 PSI Residual Pressure Available: 1.51 PSI CITY OF OCOEE IRRIGATION NOTES: 1. IRRIGATION SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH CHAPTER 175 OF CITY CODE. 2. FINAL IRRIGATION PLAN APPROVAL DOES NOT PROVIDE 0 EXEMPTION FROM CITY OF OCOEE CODE OF ORDINANCES CHAPTER 175 LANDSCAPE IRRIGATION REQUIREMENTS. ANY DEVIATIONS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION. 3. THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION, SHALL INCORPORATE WATERSENSE PLUMBING FIXTURES AND ENERGY STAR APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEE'S CODE OF ORDINANCES. 4. THERE SHALL BE A MINIMUM OF FOUR (4) INCHES BETWEEN DISTRIBUTION EQUIPMENT AND PAVEMENT. 5. NO TREES OR SHRUBS SHALL BE PLACED ON TOP OF OR IN CLOSE PROXIMITY TO PUBLIC UTILITIES THAT WILL IMPACT UTILITIES AT PLANT MATURITY. 6. DEVELOPER/CONTRACTOR SHALL COORDINATE WITH UTILITIES DEPARTMENT FOR WATER CONSERVATION INSPECTION OF PLUMBING AND IRRIGATION SYSTEM BY CALLING 407.905.3159. 7. A LETTER OF CERTIFICATION OF THE DESIGN FOR THE IRRIGATION SYSTEM FOR OCOEE RETAIL SHALL BE SUBMITTED AS REQUIRED. AN IRRIGATION DESIGN PROFESSIONAL FOLLOWED CHAPTER 175 FOR THE DESIGN OF THIS PROJECT. 8. TREE ROOT GUARD/BARRIER SHALL BE INSTALLED AT ALL TREES LOCATED WITHIN 10' OF PUBLIC SIDEWALKS AND UTILITIES. DMagleyDesign t4w Landscape Architecture Site Planning Project Management 1817 E. Washington Street • Orlando, FL32803. 40T758.9456 - Digitally Seal signed by - MIASBEEN MARY K \A�GqaF' «RaNIE LLrsl �1Pti All E"oArEA orMEo MAG LEY 1375 PECEfDUSNGA / C.7 ,� �I � DIGITAL S GNAiI RE I�^�� N, III PRINTfD COPIFt OF THE a i4"1��.,.; STAA` E '� ;tY �� coN SMENto i�,riEu DN�e� n * TE AND SEALED AND TFIE OF - S MUST BE -. FL�� ELE�DNICCDPIEs 2 0 2 3 0 7 31 MARY KATHERINE MAGLEY, R #0001375 Mary Q&-_2Z i State of Florida Ljc. QIp�I LA 0001375 R E V I S I O N S REVISION NUMBER REVISION DESCRIPTION REVISION DATE 1 AGENCY COMMENTS 04/20/2023 3 AGENCY COMMENTS 07/31/2023 I S S U E D MAGNOLIA TOWNHOMES (fka ISAAK MALKA PROPERTY) Oviedo, Florida IRRIGATION SCHEDULES CONSTRUCTION PLANS PROJECT NUMBER: MD#2216 DATE: APRIL 28, 2022 DRAWN BY: MD CHECKED BY: MKM SCALE AS INDICATED G:\My orive\Prq*t9\2216 Mognollo Run 1MP\"\Dwg9\2216 Landscape SeLdwg �j Page 179 of 253 NOTE: - 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL 1 ;GALV. STEEL UNION CODES AND HEALTH DEPARTMENT. VERIFY LOCAL L (1 OF 2) REQUIREMENTS PRIOR TO INSTALLATION. 1 z 1 2 1 DOUBLE CHECK VALVE 2. MODEL / MANUFACTURER TO BE AS SPECIFIED ON THE IRRIGATION SCHEDULE. 31 3 1 GALV. STEEL MALE - - ADAPTER (1 OF 2) 1 4 1 i 4; GALV. STEEL 90' ELL Ail _ (1 OF 4) _ ® ® 5 `i 5 ;GALV. STEEL PIPE (TYPICAL) L i 6 ; FINISH GRADE 15�t�M�tl��C_ s ; i 7 ;PVC MALE ADAPTER 1 ?1 i 8 ; IRRIGATION MAINLINE " PIPE 9 1 GALV. STEEL FEMALE -- ADAPTER 10i s $ 1 101 GALV. STEEL PIPE FROM -" POINT -OF- CONNECTION 1 TYPICAL BACKFLOW PREVENTER DETAIL N.T.S. 1 EXTERIOR WALL (SEE NOTE) 12 MODEL MINI-CLIK 13 RUN LEAD WIRES TO CONTROLLER NOTE: MOUNT SENSOR ON SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY. 5 RAINBIRD RAIN SENSOR 1/2 = I -O P-GO-41 P-GO-51 11(2i!31 41 - 1 30-INCH LINEAR LENGTH OF WIRE, COILED i5 - 22 WATER PROOF CONNECTION (1 OF 2) 1 33 ID TAG J 3" MIN. 6 ; O VALVE BOX WITH COVER: 12-INCH SIZE (USE NP COVER ON RE -USE) - 7 55 FINISH GRADE/TOP OF MULCH O6 REMOTE CONTROL VALVE PER (8 1 IRRIGATION SCHEDULE L 77 PVC SCH 80 NIPPLE (CLOSE) 9 O8 PVC SCH 40 ELL 99 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 00 OobO�Oo��(o02 gO�o 0 10; 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL I► 14 PVC SCH 40 MALE ADAPTER , 15 PVC LATERAL PIPE 9 (161 (151 (14 i (13 i (12 i 1 11 ' 16 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 7 ELECTRIC CONTROL VALVE N.T.S. P-GO-55 2 3" 1MIN O 3 4 (1 ! PRESSURE COMPENSATING FULL -CIRCLE BUBBLER:RAIN BIRD 1404 (USE NP COVER ON RE -USE) (2) PLANT MATERIAL ��1►169.[e1:L1�1•lu[•]:Z•I� �il�l�[i1• (4) UV RADIATION RESISTANT 1/2 INCH PVC 5 F SCH 80 NIPPLE (LENGTH AS REQUIRED) / 15) PVC SCH 40 ELL (6) PVC SCH 40 STREET ELL L - 7 PVC SCH 40 TEE OR ELL 6, 14!17!!6,18' (8; PVC LATERAL PIPE 1 O BUBBLER ON SWING JOINT D N.T.S. NOTE: ON ALL PROJECTS UTILIZING RECLAIMED WATER ALL MAINLINE AND LATERALS SHALL BE RECLAIM PURPLE COLOR MAIN SUPPLY, LATERAL AND WIRING 24" N _ N N ALL 120 VOLT WIRING IN CONDUIT LATERAL TO BE INSTALLED IN TUBING OR ACCORDANCE WITH LOCAL CODE. F WIRING ALL PLASTIC PIPING TO BE 10' MAIN LINE SNAKED IN TRENCHES AS SHOWN. TAPE AND BUNDLE TUBING OR T WIRING AT 10' INTERVALS 8" 12" 8" H UL N ALL MAIN SUPPLY LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. PLASTIC LATERAL 120 VOLT IN CONDUIT WIRING T TYPICAL IRRIGATION TRENCHING DETAIL 1/211 = 1'-011 P-00-45 VALVE BOX WITH LID FLUSH WITH FINISH GRADE. (USE NP COVER ON RE -USE) FINISH GRADE T i !z� 3 \_ 14L \ 151 31161;51;7) GATE VALVE I I .. rl w , MAINLINE 3" PEA GRAVEL (1 i FINISH GRADE/TOP OF MULCH 2) POP-UP SPRAY SPRINKLER: RAIN BIRD 1800 SERIES 3 i PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) (4 i PVC SCH 40 ELL (5! PVC SCH 40 STREET ELL (6 i PVC SCH 40 TEE OR ELL (7 ! PVC LATERAL PIPE ** (USE NP COVER ON RE -USE)** P-GO-54 THRUST BLOCKS ARE TO BE CONSTRUCTED WITH 3,000 PSI CONCRETE AT 48 HRS. STEEL REINFORCING RODS WILL BE REQ'D IF SURROUNDING SOIL HAS A BEARING VALUE OF LESS THAN 2,000 PSF. THRUST BLOCKS REQUIRED AT ALL FITTINGS AND DIRECTION CHANGES ON MAIN LINES THAT ARE 3" DIAMETER OR Et -'-'' GREATER. NOTE THRUST BLOCK LOCATIONS ON AS -BUILT DRAWINGS. �--,_-- L 3 TYPICAL THRUST BLOCK DETAIL N.T.S. P-00-46 IRRIGATION CONTROLLER: OUTSIDE WALL RAIN BIRD ESP-LXME CONTROLLER IN LXMM METAL CABINET WITH OUTSIDE WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER J MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY n POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES NOTES: 1. ESP-LXME CONTROLLER IS AVAILABLE IN 8- OR 12-STATION BASE MODELS. ADDITIONAL MODULES IN 4-,8- AND 12-STATION VERSIONS MAY BE ADDED TO BRING THE CONTROLLER UP TO 48 STATIONS MAXIMUM. 2. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE -, r--- USED IN CONTROLLER. - 3. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT _ FOR BELOW GRADE CONDITIONS. - I % 4. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. 4 IRRIGATION CONTROLLER ESP-LXME (METAL CABINET) 1/2' = 1'-0' P-GO-4a TYPICAL IRRIGATION NOTES: 1. UNLESS OTHERWISE NOTED, THE LIMITS OF CONSTRUCTION ARE AS INDICATED ON DRAWINGS. 2. ANY TREES TO REMAIN WITHIN LIMIT OF WORK SHALL BE VERIFIED IN THE FIELD AND PROTECTED FROM DAMAGES. 3. ALL PROJECT BASE INFORMATION PROVIDED BY THE OWNER. 4. REFER TO ENGINEERING DRAWINGS FOR ALL UTILITY LOCATIONS, AND VERIFY IN THE FIELD PRIOR TO COMMENCING WORK. REFER TO ENGINEERING DRAWINGS FOR FINAL GRADING AND SPOT ELEVATIONS. VERIFY IN THE FIELD PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR, PRIOR TO BEGINNING ANY UNDERGROUND EXCAVATION, DIGGING, OR BORING MUST FIRST OBTAIN ALL REQUIRED PERMITS. WORK IS NOT AUTHORIZED PRIOR TO THE ISSUANCE OF PERMIT (S). THE CONTRACTOR SHALL COMPLY WITH FL 77-153 REGARDING NOTIFICATIONS OF EXISTING GAS AND OIL PIPELINE COMPANY OWNERS. EVIDENCE OF SUCH NOTICE SHALL BE FURNISHED TO THE OWNER PRIOR TO EXCAVATING. THE CONTRACTOR SHALL COORDINATE FULLY WITH THE OWNER FOR ALL EXCAVATION PERMITS AND NOTIFICATIONS NECESSARY PRIOR TO INITIATING ALL WORK. 6. VERIFY GALLONAGE AND PRESSURE AVAILABILITY AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT BEFORE COMMENCING WITH THE INSTALLATION. 7. POP-UP SPRINKLER HEADS AND LATERALS SHALL BE INSTALLED 6" FROM EDGE OF PAVEMENT OR WALKS AND FLUSH WITH FINISH GRADE. 8. THE LOCATION OF ALL CONTROLLERS SHALL BE APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO FULLY COORDINATE THE INSTALLATION, LOCATION, AND CONNECTION OF THE POWER SOURCE AND SERVICE WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO FULLY COORDINATE THE INSTALLATION, LOCATION, AND CONNECTION OF THE TELEPHONE COMMUNICATION WIRE AND SERVICE WITH THE OWNER'S REPRESENTATIVE AND THE COMMUNICATIONS PROVIDER PRIOR TO INSTALLATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO FULLY COORDINATE AND INTEGRATE THE OPERATION SCHEDULE OF THE IRRIGATION CONTROL SYSTEM PER THE OWNER'S REPRESENTATIVE'S DIRECTION AND APPROVAL. 12. FIELD ALTERATIONS MADE IN THE IRRIGATION CONTRACT DRAWINGS MUST BE IN THE BEST INTEREST OF THE PLANT MATERIAL, SOD AND LANDSCAPE IRRIGATION SYSTEM. CHANGES MADE BY THE IRRIGATION CONTRACTOR SHALL BE APPROVED BY THE OWNER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 13. NO MATERIAL SUBSTITUTIONS ARE ALLOWED. ANY ALTERATION DEEMED BY THE OWNERS REPRESENTATIVE NOT IN CONFORMANCE WITH THE ABOVE CRITERIA SHALL BE REMOVED AND REPLACED AT THE IRRIGATION CONTRACTOR'S EXPENSE. IF QUESTIONS ARISE AS TO THE BEST WAY TO COMPLETE A FIELD ALTERATION, CONTACT THE OWNER'S P-00-51 REPRESENTAIVE FOR APPROVAL. RAIN BIRD MODEL 33DRC (USE NP COVER 2 31 ON RE -USE) 1 FINISH GRADE/TOP OF MULCH z QUICK -COUPLING VALVE: RAIN BIRD - MODEL 5NP s VALVE BOX WITH COVER: VB-10RNDP a ; PVC SCH 80 NIPPLE (LENGTH AS ` 4 I - REQUIRED) e 1 ! 5 3-INCH MINIMUM DEPTH OF 3/4-INCH rI"aeeeaeaeaeeaeeae - WASHED GRAVEL s 1 6 BRICK (1 OF 2) ! 7 PVC SCH 40 STREET ELL auaaeaa"af6eeaei� 1 s PVC SCH 40 TEE OR ELL 4 1 (9 PVC MAINLINE PIPE 10) PVC SCH 40 ELL T / 11 1 2" x 2" REDWOOD STAKE W/ STAINLESS 1 f► STEEL GEAR CLAMPS OR EQUIVALENT L SUPPORT SYSTEM 71;10) 91 181 171 - - NOTE: FURNISH FITTINGS AND PIPING 1� 1 NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 1 1 QUICK COUPLER ON SWING JOINT N.T.S. P-GO-65 14. THE LOCATION OF ALL PLANT MATERIAL SHALL BE FIELD STAKED BY THE LANDSCAPE CONTRACTOR FOR APPROVAL BY THE OWNERS REPRESENTATIVE OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF THE IRRIGATION SYSTEM. 15. HIGH POP-UP SPRAYS SHALL BE UTILIZED AS REQUIRED: a. IN PLANTING BEDS WHERE SPRAY HEAD IS IN LOW PLANTING OR GROUNDCOVER (MATURE PLANT HEIGHT IS 1" - 18"). b. IN PARKING ISLANDS CONTAINING GROUNDCOVER PLANTING. c. WHERE IT IS ADVANTAGEOUS TO CONCEAL SPRINKLER HEADS DUE TO HIGH PEDESTRIAN TRAFFIC, VISIBILITY, VANDALISM AND MAINTENANCE, INSTALL SPRAY HIGH POP-UP RISER SO THAT HIGH POP -UPS SPRING ABOVE PLANT MATERIAL. 16. CHANGES IN HEAD PLACEMENT OR A SPRAY SUBSTITUTION SHOULD ALWAYS TAKE INTO CONSIDERATION: a. WHAT IS BEST FOR THE GROWTH AND MAINTENANCE OF THE SOD AND PLANT MATERIAL. b. MAINTAINING A CONSTANT AND EVEN WATER DISTRIBUTION AND PRECIPITATION RATE (I.E., NEVER PUT ROTORS AND SPRAYS IN SAME ZONE) 17. INSTALL ALL CONNECTED PIPING SHOWN BETWEEN DIFFERENT PIPE SIZES LABELS AS THE LARGER OF THE TWO SIZES OF PIPE. 18. INSTALL ALL PIPING TO INDIVIDUAL SPRAY HEADS AND BUBBLERS AS 3/4" 19. EACH TYPE OF ZONE IS TO BE PIPED SEPARATELY. DO NOT INTERCONNECT DIFFERENT TYPES OF ZONES (I.E., ROTORS AND SPRAYS). 20. ANY IRRIGATION ITEMS NORMALLY INSTALLED IN LANDSCAPE AREAS THAT ARE SHOWN OUTSIDE OF LANDSCAPE AREAS OR OUTSIDE OF PROPERTY LINES ARE SHOWN AS SUCH FOR GRAPHIC CLARITY ONLY. INSTALL THESE ITEMS INSIDE OF PROPERTY LINES AND IN LANDSCAPE AREAS. 21. PROVIDE PROOF TO THE LANDSCAPE ARCHITECT THAT ALL AVAILABLE MAINTENANCE MANUALS FOR EACH OF THE PRODUCTS INCLUDED IN THIS INSTALLATION HAVE BEEN PROVIDED TO THE OWNER OR OWNER'S REPRESENTATIVE. 22. VALVES ARE SHOWN OUTSIDE OF PLANT BEDS FOR GRAPHIC CLARITY. INSTALL ALL VALVES AND VALVE BOXES IN LAWN AREAS, NOT PLANTING BEDS. 23. THE CONTRACTORS ARE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CODES, INCLUDING THOSE REGARDING SEPARATION DISTANCE MINIMUMS FOR POTABLE WATER VERSUS EFFLUENT WATER AND SHALL INSTALL THE SYSTEM IN ACCORDANCE WITH THOSE CODES. 24. INSTALL 12" POP-UP SPRAY HEADS AT FINISHED GRADE IN ALL GROUNDCOVER AREAS. 25. INSTALL ALL SPRAYHEADS IN SHRUB BEDS ON RISERS ALONG BUILDING SIDEWALLS. 26. SPACE ALL SPRAY HEADS AT A MAXIMUM OF 55% OF THEIR EFFECTIVE COVERAGE DIAMETER OR CLOSER WHERE SHOWN AS SUCH ON THE PLANS. 27. ALL BAHIA SOD WILL NOT BE IRRIGATED, UNLESS SHOWN OTHERWISE. CONTRACTOR WILL BE RESPONSIBLE FOR HAND WATERING UNTIL IT IS WELL ENOUGH ESTABLISHED TO SURVIVE THROUGH THE WARRANTY PERIOD. 1 T TYPICAL IRRIGATION NOTES D 14211 = 1'-0' P-TR-04 MDMagleyDesign 11`llI1I`4w Landscape Architecture Site Planning Project Management 1817 E. Washington Street • Orlando, FL32803. 40T758.9456 Digitally Seal signed by -��('_�_/_�-�- THIS ITEM HAS SEEN MARY K vpp'�PF ELECTRONICALLY SIGNED AND SEALED BY MARY �I MAIHLRINEMAGLLYON MAGLEY "%C y THE DATE AND rIME ;,,� 1 SPECI(IED USINGA z, 13751 m DIGITALSIGNATURE t' PRINTED COPIES OF THE DOCUMENT ARE NOT Date: .i STATE' mNISIDIG DVGNED *. OF * ., AND SEALEDANDTHE - -� SIGNATUREMOSTSE F� ,� VERIEIEDGNANY 20230731 ELLCTONIC COPIES MARY KATHERINE MAGLEY, RLA 1001375 .. MaryG&K491, State of Florida Lin . II LA 0001375 R E V I S I O N S REVISION NUMBER REVISION DESCRIPTION REVISION DATE I S S U E D MAGNOLIA TOWNHOMES (fka ISAAK MALKA PROPERTY) Oviedo, Florida • CONSTRUCTION PLANS PROJECT NUMBER: MD#2216 DATE: APRIL 28, 2022 DRAWN BY: MD CHECKED BY: MKM SCALE AS INDICATED G:\My Ddve\Pro*t9\2216 Magnolia Run 1MP\"\Dwgs\2216 Landscape SeLdwg Page 180 of 253