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Home My WebLink About3571 Laurel Valley BlvdCONSTRUCTION PLANS FOR MAJESTIC OAKS COMMUNITY EXPANSION 3571 LAUREL VALLEY BLVD. ZEPHYRHILLS, PASCO COUNTY, FL 33542 OUTSIDE CITY LMTS . �- ` ZONED R2 OUTSIDE CITY LMTS ZFxZONED LI II \` SOILS MAP N.T.S. SOIL SERIES 2 POMONA FINE SAND 5 MYAAKA-MYAAKA, WET FINE SANDS, 0-2% SLOPES 6 TAVARES SANDS, 0-5% SLOPES e MAJESTIC OAKS COMMUNITY EXPANSION (PHASE II-B TOTAL SITE AREA: 52.21 AC. ZONING- PUD FUTURE LAND USE IS DESIGNATED AS MOBILE HOME/RV PARK DEVELOPMENT TEAM OWNER NHC-FL-115, LLC 27777 FRANKLIN ROAD, SUITE 200 :>'7UTHFiELD, MI 48034 PHONE: 248-208-2595 CONTACT: JONATHAN COLMAN ENVIRONMENTAL UNIVERSAL ENGINEERING SERVICES, INC. 9802 PALM RIVER ROAD TAMPA, FL 33619 SITE MAJESTIC OAKS RV RESORT 3571 LAUREL VALLEY BL`.- ZEPHYRHILL, FL 33542 GEOTECHNICAL UNIVERSAL ENGINEERING SERVICES, INC. 9802 PALM RIVER ROAD TAMPA, FL 33619 —ZONED: R3 ZONED: PUD Rti ZONED OP y(`OUTSIDE CITY LMTS ZONED C2 y l ZONED: PUD ZONING MAP N.T S. SURVEYOR/CIVIL ENGINEER ATWELL, LLC 800 PARKWAY PLACE, SUITE 700 MARIETTA, GA 30067 PHONE- 770-423-0807 FAX: 770-423-1262 CONTACT: DAN GIBBS ARBORIST PLACEMAKER DESIGN STUDIO, LLC 3000 GULF TO BAY BLVD., SUITE 402 CLEARWATER, FL 33579 GOVERNING AGENCIES AND UTILITY CONTACTS CITY OF ZEPHYRHILLS PLANNING DEPT. 5335 8TH STREET ZEPHYRHILLS, FL 33542 PHONE: 813-780-0005 CITY OF ZEPHYRHILLS WATER DEPT. 39421 SOUTH AVENUE ZEPHYRHILLS, FL 33542 PHONE: 813-780-0028 CITY OF DUKE ENERGY ZEPHYRHILLS (POWER) WASTEWATER DEPT. 2166 PALMETTO ST. 39825 ALSTON AVENUE CLEARWATER, FL 33765 ZEPHYRHILLS, FL 33542 PHONE: 727-562-3903 PHONE: 813-780-0029 CONTACT: DARRYL FOSHEE VICINITY MAP N.T.S. APPLICANT ATWELL, LLC 1800 PARKWAY PLACE, SUITE 700 MARIETTA, GA 30067 PHONE: 770-423-0807 FAX: 770-423-1262 CONTACT: DAN GIBBS LEGAL DESCRIPTION ALSO DESCRIBED AS: A portion of the North % of Section 24, Township 26 South, Range 21 East, Pasco County, Florida, all being further described as follows: CWMENCING of a 5/°" rebar fond at the Northeast comer of the West 1/2 of the Northeast 1/4 of Section 24, Township 26 South, Range 21 East; Thence, South 0016'02' West, a distance of 20.00 feet to a concrete monument found and used at the Northeast comer of the sub*t property, said point being the POINT OF BEGINNING of herein described tract; Thence, continuing South 0016'02" West, a distance of 1252.50 feet to a concrete monument found and used; Thence, South 89'47'04" West, a distance of 628.15 feet to a concrete monument found and used; diThence, South 0017'43' West, a distance of 730.93 feet to a concrete monument found and used; Thence, along a curve to the left, having a radius of 11519.16 feet, an interior angle of 00'18'06', a tangent of 30.32 feet, a chord having a bearing of South 81'56'14' West at a distance of 60.64 feet, and an overall orc length of 60.64 feet to a coped rebor found and used; Thence, North 00*17*43' East, a distance of 303.25 feet to a concrete monument found and used; Thence, along a curve to the left, having a radius of 11819.16 feet, an interior angle of 03'208', a tangent of 359.91 feet, a chord having a bearing of South 1850'35" West at a distance of 719.47 feet, and an overall arc length of 719.59 feet to a capped rebar found and used; Thence, South 00*19'33' West, a distance of 5Z12 feet to a 5/8' iron pin set; Thence, South 77'42'55" West, a distance of 51.24 feet to a 5/8' Iron Pin Set; Thence, North 00'19'33" East, a distance of 1518.73 feet to a 5/8" Iron Pin Set: Thence, North 4456'11" West, a distance of 495.08 feet to a capped rebar found and used; Thence, North 89'48'05" East, a distance of 481.69 feet to a concrete monument found and used; Thence, North 89'47'04' East, a distance of 1,315.07 feet to the POINT OF BEGINNING of herein described tract. EXCEPTING therefrom Lots 17, 18, 25, 32, 119 and 120 as shown on Plat Book 35, Pages 107-112 of the Pasco County Records. Said premises contains 52.2121 Acres (2,274,360 Sq. Ft.) of land, more or less, and being subject to all legal highways and easements of record. Together with an easement recorded in OR 5776, Page 191 Pasco County Records Easement for drainage over and across said property. ? Ire 4 Imo FEMA MAP (PHASE N.T.S. NOTE: BASED ON GRAPHIC DETERMINATION, THIS PROPERTY DOES LIE IN A F.E.M.A./F.I.R.M.SPECIAL FLOOD HAZARD AREA (ZONE "AE") PER COMMUNITY PANEL NO. 12101CO458F DATED SEPTEMBER 26, 2014. PROJECT NARRATIVE THE EXISTING PARK IS EXPANDING TO MEET AN IDENTIFIED NEED FOR ADDITIONAL CAPACITY TO SERVE PERMANENT RESIDENTS AS WELL AS LONG TERM SEASONAL GUESTS. EXISTING ZONING OF THE EXPANSION AREA IS PUD AND MATCHES THE EXISTING PARK ZONING. THE FUTURE LAND USE IS DESIGNATED AS MOBILE HOME/RV PARK. THE PLANNED USE OF PHASE IIB INCLUDES AN ADDITIONAL 122 PARK MODEL SITES AND 27 RV SITES. RELOCATION OF EXISTING SITE AMENITIES TO OTHER AREAS OF THE PROPERTY IS ALSO PROPOSED. IT IS INTENDED FOR THE EXPANSION TO BE AGE RESTRICTED TO 55+ AND RECORDED RESTRICTIONS WILL REFLECT THE DETAILS. THE TYPICAL PARK MODEL UNIT WILL BE OF SIMILAR ARCHITECTURE TO THOSE CURRENTLY IN THE PARK AND A TYPICAL INDIVIDUAL SITE LAYOUT IS INCLUDED ON THE OVERALL DEVELOPMENT PLAN. THIS EXPANSION IS A REVISION OF A PREVIOUSLY SUBMITTED AND APPROVED PHASE IIB PLAN. THE CURRENT PROPOSED DENSITY AND IMPERVIOUS AREA IS LESS THAN THE PREVIOUS PLAN REQUESTED. STORM WATER MANAGEMENT WILL UTILIZE THE EXISTING RETENTION FACILITY IN THE NORTH WEST CORNER OF THE EXPANSION AREA. THIS FACILITY WAS ORIGINALLY DESIGNED AND CONSTRUCTED TO ACCEPT RUNOFF FROM THIS PHASE OF DEVELOPMENT. THIS HAS BEEN CONFIRMED WITH SWFWMD ENGINEERS. THE PROPOSED STORM WATER CONVEYANCE SYSTEM WILL REFLECT THE ORIGINAL DESIGN PARAMETERS. *NOTE: A TRAFFIC STUDY IS NOT REQUIRED. PROPOSED DENSITY IS LESS THAN THE THE PREVIOUSLY APPROVED DENSITY, THE PROJECT RECEIVED SITE PLAN (DATED 09/20/2017) APPROVAL FROM THE CITY OF ZEPHYRHILLS ON 10/11/2017. ALL MATERIAL AND WORKMANSHIP USED ON THIS PROJECT SHALL CONFORM WITH THE LATEST F.D.O.T., F.D.E.P., PASCO COUNTY, & CITY OF ZEPHYRHILLS SPECIFICATIONS I I B) P'e6,sri'ED vCIN!Di I n ee. r Ff'ti i t fit_ h ~; OVAL EXPIRES tjJ_ JA �6_ AERIAL MAP N.T.S. Sheet List Table Sheet Number Sheet Title C000 COVER C001 ALTA SURVEY C100 DEMOLITION PLAN C200 SITE PLAN C300 GRADING PLAN C310 STORM PROFILES C320 ROAD PLAN AND PROFILES C321 ROAD PLAN AND PROFILES C322 ROAD PLAN AND PROFILES C323 ROAD PLAN AND PROFILES C324 ROAD PLAN AND PROFILES C400 UTILITY PLAN C500 EROSION CONTROL PLAN C700 DETAILS C701 DETAILS C702 DETAILS C703 DETAILS C704 DETAILS C705 DETAILS C706 DETAILS C800 EROSION CONTROL DETAILS L000 TREE REMOVAL AND PRESERVATION PLAN L1.0 LANDSCAPE PLAN (BY OTHERS) L2.0 LANDSCAPE PLAN (BY OTHERS) SUBMITTAL DATE PRELIMINARY DEVELOPMENT PLAN SUBMITTAL - 09/20/2017 DEVELOPMENT PERMIT SUBMITTAL - 02/07/2018 DEVELOPMENT PERMIT RE -SUBMITTAL - 04/19/2018 APPROVALS room Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC oat , 1 %011 J W ado ale Sad Q t~ � J W m J LL O l/) w J un J z Q Or -a > w = O l/1 d O zz Q N o0 J Q 0- V Ln Cw/) M Z O L 1 Z ^Q^ tJ / w Z w Q z 0 O N zm 0LU Q O V W Q a O �— v D L z O V of > O v i= to LJ Q DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS ,�`��SVit11 { I ! 111011!!j!7 POVx w SN�'° �(IF1 q �a'j�� 0 C� O : 6 8 '� o cD 0. ` 1� V N 10 N pp SATE: OF CD Ilil s e\� U DRAWN BY: AS CHECKED BY:DG PROJECT MANAGER: DG JOB #: 16002627 FILE CODE: ## SHEET NO. C000 r ,n,_ ..nano. n!seuuns ueium �, iu r r CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO.220505247-Majestic Oaks (REVISED 1/5/06) SCHEDULE A: A portion of the North % of Section 24, Township 26 South, Range 21 East, Pasco County, Florida, all being further described as follows: For a point of reference commence at the Northeast caner of the West M of the Northeast % of Section 24, Township 26 South, Range 21 East, Pasco County, Florufa; thence South 0016'02' West, along the East boundary of said West % of the Northeast 1/4, a distance of 20.00 feet to a point Parcel 2 Northeast. Canon of the Northeas on the south right of way the of Tucker Road and for a point of beginning; thence continue along arcel �2211' .E Northeast of Section 2 f he Mortnhip 26 the East boundary of said West % of the Northeast K South 00'16'02" West, a distance of 1252.50 N89 48 D5'E ' South, Runge 21 East feet; thence South 894Y04' West, a distance of 628.15 feet; thence South 0017'43` West, a R/W- - -- - distance of 730-93 feet to a point on the North right of way fine of Chancey Road (also known as �N89-48`05*E 1255.77' N89'48'05"E 481.69' Zephyrhills Bypass East). thence along said right of way line along the arc of a cave to the left - Capped ebor, � 60 64 Feet said avve h a radii of 1151916 feet delta of 0018'06' chord bear n and Fd do Used avng 9 distance of South 81'S6'1,C West, 60.64 feet; thence deporting said right of way line North 0017'43' East, a distance of 303.25 feet; thence 719.58 feet along the are of a curve to the left (said curve having a radius of 11,819.16 feet, delta of 03'29'18', chord bearing and distance of South 8095'35' West, 719.47 feet) to a point lying 80.00 feet West of the West boundary line of the West % of the \e• Northeast X of said Section 24; thence North 0019'33' East, parallel with said West boundary, a distance of 1405.87 feet; thence North 44'56'11' West, a distance of 565.47 feet to a point lying 20.00 feet South of the North boundary of said Northwest 1i of sold Section 24 (said point beingon \ the South right of way I'ne of Tucker Rood); thence North 89'48'05' East, parallel with the North boundary of said Northwest X a distance of 481.69 feet to a point on the West boundary of the West % of the Northeast X of said Section 24; thence North 870134' East, parallel with the North boundary of the West % of the Northeast X a distance of 1315.07 feet to the Point of Beginning. NORTH Now or Formerly. ALSO DESCRIBED AS FOLLOWS: GRAPHIC SCALE Clyde A, Biston Parcel '1 O.R. Book 3872, Pg. 584 1 0 80 160 Lots 1-16, 19-24, 26-31, 33-118 and Lots 121-171, MAJESTIC OAKS COMMUNITY -PHASE ONE, as per \°� map or plat thereof recorded in Plat Book 35, Pages 107 through 112, inclusive, Public Records of 7 14* Pasco County, Florida. 1 INCH = $0 FT. '1y\� And SITE DETAIL\ That part of the East 80.00 feet of the Northwest 9 and that part of the West X of the Northeast Utilities are shown from field markings and plans % of Section 24. Township 26 South, Range 21 East, Pasco County, Florida, lying North of the provided at the time of this survey. Zephyrhills Bypass East Less the North 20 feet thereof for road right of way; and less Majestic Oaks Commaeity-Phone One, as per mop or plot thereof recorded in Plat Book 35, Pages 107 through 112, - - - indusive, Public Records of Pasco County, Florida,. and 'less and except the following; - - - - - For a point of reference commence at the Northeast comer of the West % of the Northeast X of Section 24, Township 26 South, Range 21 East, Pow County, Florida; thence South 001rOr West, 0 SU' Shed along the East boundary thereof a distance of 1272 50 feet for a point of beginning; thence continue do Usedj South 0016'02" West along said East boundary, a distance of 663.44 feet to the Northerly right of way lime of Zephyrhils Bypass East, thence along said right of way line and along the orc of said curve to the left a distance of 316.01 feet (said curve having a radius of 11,519.16 feet, delta of 01'34'19', and a chord bearing 316.00 feet); thence North BASIS OF BEARING: - z 06'20'i1' West, a distance of 1O.DD feet; thence South BMW West, a distance of 60.37 feet; thence South O6'38'11' East, a distance of 10.00 feet; thence North 06'38'11" East, a distance of The meridian for all bearings shown hereon is the Westerly property fine of the subject � 60.37 feet; thence South 06'38'11' East, a distance of 10.00 feet, thence along the arc of a curve property, known as being South DO19'33" West per O.R. Book 5776, Pg_ 191 of the Pasco the left a distance of 256.44 feet (said curve having a radars of 11,519.17 feet, delta of Oi"16'32', County Records. Now or Formerly: yto and a chord bearing and distance of South 82'43'33' West, 256.44 feet} thence. leaving said Rinker Materials of Florida Inc. a a Northerly right of way line North 001743" East; a distance of 790.93 feet; thence North 89'47'04' O.R. Book 6194, Pg. 1815 w a East, parallel with the North boundary of said: Section 24, a distance of 628.15 feet to the point of ENCROACHMENTS: w beginning. CD And At the time of survey there were no visible encroachments on to the Subject property. a o z A tract of land lying in the Northwest N of Section 24, Township 26 South, Range 21 East, Pasco County, Florida, being further described as follows: FLOOD ZONE: For a point of reference commence of the Northeast corner of the Northwest ){ of said Section 24; By scaled mop location and graphic plotting only, the subject property appears to lie entirely in thence South 0019'33' West, along the East boundary thereof a distance of 20.00 feet to a point on Zone X (Areas determined to be outside the 500-year flood plain) according to the Flood the South right of way fine of Tucker Road; thence South 89'48'05' West, along said right of way Insurance Rate Map for the County of Posco, Community Panel No. 120235 OD05C, Effective line a distance of 80.00 feet for a point of beginning; thence continue South 89'48'05" West, along Date: December 17, 1991. said right of way line a distance of 401.69 feet; thence departing said right of way line, South 44'56'11' East, a distance of 565.47 feet to a paint lying 80.DO feet West of the East boundary, a distance of 401.69 feet to the Point of Beginning. ZONING: PARKING: Parcel 2: Zoning Classification: PUD (Plowed Unit Development) 35 Regular Parking Spaces Together with an easement for drainage over and across the following described property as recorded No Zoning Requrements per the City of Zephyhils 04 Handled eel Spaces in OR 5776, Page 191 Pasco County Records: Building Department 9 atal Parking Spaces Contact: Billy or Todd For a point of reference commence at the Northwest caner of Section 24, Township 26 South,phone (813) 780-0022 Range 21 East, Pasco County, Florida, thence North 89'48'05' East, along the North boundary of the Northwest Yin of said Section 24, a distance of 885.58 feet; thence South 2526'35' East a distance of 22.11 feet to a point on the South right of way line of Tucker Road, thence North 8948'05' East, along said right of way line, a distance of 1255.77 feet; thence South 44`56'1i' East, a distance of SURVEYOR'S NOTE: 565.47 feet to a point lying 80,00 feet West of the East boundary of the Northwest Xn of said Section 24, for a Point of Beginning; thence South 0019'33' West, parallel with said East boundary, a Several lots within the subject property ore owned by separate parties. Said lots are plotted distance of 1457.99 feet; thence South 77'42'55' West, a distance of 51.24 feet; thence North and shown herean. 0019'33" East, a distance of 1518.73 feet; thence South 44501' East, 70.39 feet to the Point of The legal description referenced in schedule A of Chicago Title Insurance Company title Beginning. commitment no. 220505247-Majestic Oaks M the some parcel of land as the surveyor's legal a 6 o IxltI 6 XN v ..I h Jmlas C W rD l a m Y W>0 g( M:. 0J Z, Z 7 II xJ X All collectively known as Majestic Oaks Community Phase One, as recorded in Plot Book 35, pages description shown hereon. 107 through 112, Public Records of Pasco County, Florida; and Majestic Oaks Community Phase Two (unrecorded). Subject to dedication as set forth on Plat of Majestic Oaks Community Phase One, as recorded in Plot Boric 35, Pages 107 through 11Z Public Records of Pasco County, Florida PARCEL 3: All drainage facilities and/or easements, retention areas, parks, landscape buffer easements. Tract k B and C, and all streets rights -of -way as set forth in the Plat of Majestic Oaks Community recorded in Plat Book 35, Page 107, of the Public Records of Posco County, Florida. ALSO DESCRIBED AS: I A portion of the North yu of Section 24, Township 26 South, Range 21 East, Pasco County,Florida, ail being further described as follows: LiNE TABLE - UNE LENGTH BEARING L1 36.37 N6 4'3 'W L2 6721 1,10016WE L3 15.00 N L4 87.13 NW47'04'E L5 15,00 ND016'02'E L6 79.58 N89'47'04' L7 15.00 SDO16'DVW L8 15.00 N001fi'02'E L9 15.00 N89'4T ' 1-10 40.00 'OY Lit 40.00 1,1001 'OY L12 72.00 N8T47'04"E Li3 52.21 SOO16'02'W U4 44.99 S89'42'17"E L15 25.84 S0016'02'W L16 50.00 16'O2' L17 23.23 16 02'W L18 45.23 NW47'04'E L19 40.47 S89'47'04'W L20 50.00 N00160YE L21 22.77 S0016'CTW L22 44.77 SW47'0 4•w L23 40.00 N0016'02'E L241 40.00 SDD16'02'W CUR* TABt£ C R1E RADIUS a TMIM ChB Chi DIST Ci 42.00 2n7'42" 7.90 N79'03'22'W 15.52 15.61 C2 350.00 35W37' 1205 S23 33'43W 24.09 24.09 C3 30D.00 2516'03' 67.24 Ni2,54WE 131.23 132.30 G 26.99 MS17' 27.02 N4516 $'E 3819 4242 C5 26.99 1' ' 26.77 N45ti113YE 38.02 4218 C6 314.06 9'03' 4' 24.87 N11'46144 49.59 49.64 C7 27.00 8231'38' 23b9 1'15'1T 31.61 3B.89 C8 27.00 9028'42' 27.23 S445827'E 38.35 42.64 COMMENCING at a 5/8' rebar found at the Northeast carer of the West 1/2 of the Northeast 1/4 of Section 24, Township 26 South, Range 21 East; Thence, South 0016'02' West a distance of'20.00 feet to a concrete monument found and used at the Northeast comer of the subject property, said point being the POINT OF BEGINNING of herein described tract; Thence, continuing South 0016'02' West, a distance of 1252.50 feet to a concrete monument found and used; / Thence, South 89'47'04' West, a distance of 628.15 feet to o concrete monument found and used; i diThence, South 0017'43' West, a distance of 730.93 feet to a concrete monument found and used; / Thence, along a curve to the left, having a radius of 11519.16 feet, an interior angle of 0018'06', a tangent of 30.32 feet, a chord having a bearing of South 81'56'14' West at a distance of 60.64 feet, and an overall arc length of 60.64 feet to a copped rebar found and used; Thence, North 0017'43' East, a distance of 303.25 feet to a concrete monument found and used; i Thence, along a curve to the left, having a radars of 11819.16 feet, on interior angle of 03'29'18', a tangent of 359.91 feet, a chord having a bearing of South 18'5VW West at a distance of 719.47 feet, and an overall arc length of 719.59 feet to a capped rebar found and used; Thence, South 0019'33' West, a distance of 52.12 feet to a 5/8' Iron pin set; Thence, South 7742'55" West, a distance of 51.24 feet to a 5/8' Iron Pin Set; Thence, North 0019'33' East, a distance of 1518.73 feet to a 5/8' Iron Pin Set; Thence, North 44'501' West, a distance of 495.D8 feet to a capped rebar found and used; Thence, North 89'4805" East, a distance of 481.69 feet to a concrete monument found and used; a Now or Formerly. Whites Land k Buildings, Inc. Thence, North 89'47'04' East, a distance of 1,315.07 feet to the POINT OF BEGINNING of herein NORTH O.R. Book 5029, Pg. 863 described tract GRAPHIC SCALE EXCEPTING therefrom Lots 17, 18, 25, 3Z 119 and 120 as shown on Plot Boric 35, Pages 107-112 of 0 30 SO the Pasco County Records. Said premises contains 52.2121 Acres (Z274,360 Sq. Ft.) of land, more or less, and being subject to 1 INCH = 30 FT. all legal highways and easements of record. Together with an easement recorded in OR 5776, Pape 191 Pasco County Records. Easement for RECRETATION AREA DETAIL drainage over and across said property. CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO.220505247-Majestic Oaks (REVISED 1/5106) SCHEDULE B41: Numbers correspond with Schedule B exception items contained in the above referenced Title ks ,... Commitment. 6. Restrictions, reservations, covenants, conditions, dedications, easements and other matters as Plot 107 MH LJ� Vinyl Shed i 5/8` I ron X X`-X P-=X shown by the Plot of Majestic Oaks Community -Phase One, retarded in Book 35, Pages ,•.. , 9wfMelfocrd R through 112. (AFFECTS THE SUBJECT PROPERTY - BLANKET IN NATURE) - . Dn Call" 8. finance Na 638, as set forth inOfficial Records Book 3604, Page 1995, annexing captioned - ✓ s '. _ --4 ------- kinds to the City of Zephyrhills. (AFFECTS THE SUBJECT PROPERTY - BLANKET IN NATURE) 1 a ' i 2 ) Northwest Comer of the Northwest 1/4 of section Range 1 Eastp 26 - - - mr- e�nge 2i East - j- - Fd. & Used T U C K E R R O A D (20' Public Right of Way} I5 Reba 5' High Concrete Wall Fd ilk Used i L- II- Xsc iW 0 1x� 3C � v z w� w c' 0 J rn cur" c LU w o W � G 113 z6 p as II 0 a � x G Y g. e li- Reba Fd k Uxd 61 Pin sal 6124. 9. Restrictions, covenants, conditions, and easements, which include provisions for a private charge or a Now or Formerly. assessment, but omitting any covenants or restrictjons, if any, based upon rgdx, oolor, religion, sex, r "f E. em a vi' Wiliam McCa4 Is O.R. Book 4179, Pg. 1149 sexual orientation, familiar status, marital status, disobiNy, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable low, as contained in the inistrument recorded in Official Records Book 3911, Page 1143, of the Public Records of Pasco County, Florida. (AFFECTS THE SUBJECT PROPERTY -BLANKET IN NATURE) -X-X-X-XX-X-� ...:' 10. Matters shown on survey prepared by Millman Surveying, Inc., dated 11/10/05, Job No. 7126, as follows: 10' Chan Link Fence I x r ;' ' :... • ' :- (a) utilities n possession as evidenced by electric transformers and limit poles. (AFFECTS THE 1 d x a - ^'. . ryR6 SUBJECT PROPERTY - ALL ELECTRIC TRANSFORMERS AND LIGHT POLES PLOTTED AND SHOWN HEREON IL •- ✓ (b) underground sewer Ines as disclosed by sanitary drainage manholes. (AFFECTS THE SUBJECT �or e�°j ...: ,_: ✓ r PROPERTY - ALL MANHOLES PLOTTED AND SHOWN HEREON) x -s' J I (c) underground outer lines as disclosed by catch bases. (AFFECTS THE SUBJECT PROPERTY - ALL I CATCH BASINS PLOTTED AND SHOWN HEREON) i (d) encroachment of 5' khan link fence into drainage easement recorded in Ofliciol Records Book I 5776, Page 191, Public Records of Pinellas County Florida. (DOES NOT AFFECT SUBJECT PROPERTY) (e) rights of others in and to the use of the retention pond located partly on the land described I I % ti3ti !, ✓y ;. x 2 Tennis Courts x herein. (AFFECTS THE SUBJECT PROPERTY - RETENTION POND PLOTTED AND SHOWN HEREON) � 01 4,ee" (I) misplaced fences and concrete wall around West and North property Ines. (DOES NOT AFFECT o I \ �FAi � d SUBJECT PROPERTY) x o �� .. "".55� :;; ' X, - ptj°JJ O .. .. MISCELLANEOUS NOTES: -o-x I _ O 60 1. There is direct access to the subject property from Chancey Road (aka. Zephyrhils By -Pass East), a dedicated public right-of-woy. I Ij X r id:. �q/ ' ��-. :- j 2. The current zoning classification allows for the subject property to be used as a Manufactured I ✓ .s:.• �` Home Community. 3. The locations of utilities shown on the survey are from visible evidence and information provided x L to' Chain Link Fence X-X-- x . ✓ ._-. ' /y a by others X X-X-X-X-X I ..�._ 4. The posted address on site is 3751 Laurel Valley Boulevard. 5. At the tune this there of survey was no observable surface evidence of earth moving work, building construction or building additions within recent months 6. At the time of this survey, there was no observable evidence of the subject property being used as a solid waste dump, sump or sanitary landfill 7. At the time of this survey, there was no observable evidence of any recent changes in street right-of-way lines either completed or proposed, and available from the controlling jurisdiction B. At the time of this survey, there was no observable evidence of any recent street or sidewalk / construction or repairs. � • f 9. The Property described and shown property deed kin Schedule A of herein is the some \ Chicago Title Insurance Company Title Commitment No. 220%5247-Majestic Oaks, doted September 14 R for �2ft� 26, 2005, revised 1/5/06. 10.. There 0 home 260 the are manufactured spaces and recreational vehicle spaces on subject property. f Fee Simple: Majestic Oaks Resort, L.L.C. O.R. Book 5776, Pg. 191 2,274,360 Square feet (52.2121 Acres) W W W i CFI 3W Lot 18 H L12 Lot 17 AUGUSTA 9 ® NATIO L DRIVE Lot 32 a` Lot 25 e� SEE RECREATION AREA DETAIL TRACT 'C' 8 (PARCEL 3) fJ 9 CYPRESS POINT LANE (Private) a 9 CHAFV- T LANE (Private) I Rod= 350.00 A = 333113'm Tan. 105.41 ChB = SO449'43'W Chl = 201.87 Dist. = 2D4.78 Y 8 Rod.= 225.00 C - 12'IY41' Tan = 24.10 ChB - NW49'08'W ChL = 47.93 t. Dist. - 48.02 3 {I Z e [ {{ � I 9 i Concrete I -� Fogg Northeast Comer of the West i/2 of Schedule A i the Northeast 1/4 of Section 24, Surveyors Legal Township 26 South, Range 21 East Exception Parcel . P.D.C. �a16'oz'w - - - - - - - - - - - - -` - - - - - - -2V 5/8' Rebar 1315.07' Fd. &Used Concrete Monument Concrete Wai__� Fd & Used HAZEL TINE AVENUE (Private) Lot 119 1 Concrete Man�iimeini Fd k Used ou M Schedule Ado ® Surveyor's Legal 1 I a °a a Y 0 Retention Pond I� TRACT 'A' (PARCEL 3) I' i 9 COG HILL LOOP (Private) Z3 0 = Now or Formerly. Pasco County Facilities o Management Department O.R. Book 1748, Pg. 1646 TRACT "B' Retention Pond (PARCEL 3) •--SSlY47'0+<'W--628.15 ' �I �I EXCEPTION PARCEL (PARCEL 1) NOT A PART OF THIS SURVEY I 31 0 I I e=f'29'18" Tan.=359.91' ChB-S80.15'35"W ChL=719A7 N Dist.=719.59' o kin i Now or Formerly. Majestic Oaks Resort, I.L.C. L=316.01' etention Pond o d=11519.16' S8330'49'W g=n5t9.t6' Z A=0°18'06" 60.37' �134'19' Taw- Ch6�81°56'14 YY 506G.D0' E %t0.00 iks,2C'11'W ChB-SB*26�57 W- ' ChL=60.64 10.00' t=25s.44' Dist.�0.64' R=11519,]L -� t - - 166,32, ' ab" Copped , t �F Used Concrete oMonument CbB.S8T43 33'W _-_ Access Zephyrhilts B1hPass Eases __- __--�- N C E Y O A D (a k.a. of Way) �, 1 CRO' Public Right r RJW'' l- f *NOT TO SCALE VICINITY MAP NOT TO SCALE SYMBOL LEGEND ` R/W - Right -of -Way PA - Adjoiner's Property Line - Centerline P.O.B. - Place/Point of Beginning P.O��C�. - Place/Point of Commencement //A - Encroachment/Protrusion I� - Schedule B-Section II Item Rod - Radius Ton - Tangent Arc - Arc Length D - Delta Angle ChL - Chord Length ChB - Chord Bearing - Monumentation Found as Noted - Sanitary/Storm Manhole ® - Curb Inlet Basin C°Q - Cleanout/Test Tee j� -Fire Hydrant - Water Valve O - Utility Pedestal B - Electric Meter �. - Handicap Space -� - Sign - Electric Transformer - Power Pole Q - Light Pole -X- - Fence (As Noted) -ou- - Overhead Utilities F- Concrete Area yz - No Parking Area - Building Area Ex tin" Parcel CERTIFICATION: P.O.B This Certification is made to General Electric Capitol Corporation, a Delaware corporation, its cots Maiuneit successors and/or assigns; ]card, Merril, Cul is, Timm, Furen and Ginsburg P.A.; Chicago Title Fd k Used Insurance Company, National RV Communities, L LC, a Delaware limited (',ability company and Majestic Oaks Resat, LLC 1 hereby certify that the Survey Job No. MSI 7126 entitled 'ALTA/ACSM Land Title Survey" was actually made upon the ground and that it and the information, courses and distances shown thereon are correct; that the title lines and Ines of actual possession are the some except as noted; that the size, location and type of buildings, structures and improvements are as shown as all are within the boundary Ines and applicable setback Ines of the property, except as shown; the undersigned is not aware of any violations of zoning ordinances, restrictions or other rules and regulations with reference to the location of said buildings and improvements; that there ore not any easements or uses affecting this property appearing from a careful physical inspection of the some, other than those shown and depicted thereon; that there are no encroachments affecting this property other than as shown; that potable and waste wate r, electric, gas and telephone utilities are located on the tract and appear operational; that to Hie extent known by the undersigned any utility transformers labeled as containing PCBs are specifically noted; that any discharge into streams, rivers or other conveyance system is shown on the survey, that the parcel(s) described hereon do not He within flood hazard areas in accordance with any maps entitled: 'Flood Insurance Rate Map% 'Flood Hazard Floodway Boundary Map', 'Flood Hazard Boundary Mop*, or "Flood Boundary and noodway Map' published by the Federal Emergency Management Agency or a Flood Hazard Boundary Map published by the U.S. Department of Housing and Urban Development; and that the property has direct access to Chancey Road, a public rood maintained by the County of Posco. This survey is made in accordance with the "Minimum Standard Detail Requirements for Land Title Surveys jointly established and adopted by the American Land Title Association and American Congress on Surveying and Mapping. 1 hereby certify that this drawing correctly depicts the description shown hereon us prepared under my direction and this drawing was made in accordance with minimum technical standards adopted by the Florida Board of Business and Professional Surveyors and Mappers, Chapter 61G17-6 of the Florida Administrative Code, pursuant to Section 47Z027. Not vorid without the signature and original raised seat of a Florida Licensed surveyor and mapper.. Y Jan M. McNeely, LS Flo' o Professional Land Surveyor No. LS-5730 and on behalf of Millman Surveying, inc Date of Survey. 11/09/2005 � coop AA i 9 78— — O F c) if TUCKER RD on' R/W) - - OH 4 ..77 — ..... Y EX. BLDG n SSty q 4-44 w �m W C H SSL0I4 #5 = < v> of n SS :_-SS-SS--S5-..-mac EX SSFM LIFT STATION x < ��rz�.21Yf9�z-•��._ DSYIiPiL.�!l�.l..�,�� GA TEDExV t? f SSPI?Ih' SITE BEf<FCt;`rV1f°;.R TOP OF DEMOLITION LEGEND LIMITS OF DISTURBANCE dorm GRIMIrl, APPROVALS Know what's below. Cull before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT © 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC J AP 11%bill W U la�o gam d a� W J m J LL LJJ O LU z� Q Q > = tr o oC — w = U LA z Q 0-z N O O O -' Q g w �- Ln m _0 C� z Q x z O L LJ �m 0 00 U w Q z Q z 0 � U D z0 U Q O z H 0 LU I-- kA w DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS �,07- RO BFR `/�i�� !~ C��,•�Ft,T I F j�•. T Sr, Gam% 0. 00 ; ,r4�� 8 . N TE OF 4SZONA L E kG ON\�c tullttt>itL) �,1 O ' 0 30' 60' SCALE: 1 DRAWN BY: AS CHECKED BY: DG PROJECT MANAGER: DG JOB #: 16002627 FILE CODE: ## SHEET NO. C 1 oo CONTRACTOR TO REPLACE RC TRACK IN-\ THIS LOCATION WITH SIMILAR CONFIGURATION AND APPURTENANCE AS EXISTING. INTENT IS TO WORK AROUND EXISTING TREES TO BE PRESERVED. m , PROP. REMOTE CONTROL RACING TR 5' PERIMETER BUFFER AND TREE REPLACEMENT AREA ACCESSIBLE ROUTE FROM PARKING AREA TO R/C TRACK, \ 5' WIDE CONCRETE OR ASPHALT PAVEMENT PROPOSED DOUBLE DUMPSTER PADS (ENCLOSURE AS PER PER PUBLIC WORKS STANDARD RES. 688-15) SEE DETAIL SHEET C701 STOP BAR AND "ONE WAY" LEFT SIGN (TYP.) FOR LANES B, C, AND D 5' BUFFER EASEMENT ---- ACCESSIBLE PARKING SPACES, PAVED---' WITH CONCRETE, WITH STRIPING AND SIGNAGE SEE DETAILS ON SHEET C700 UNPAVED PARKING SPACES FOR OCCASIONAL USE ONLY, SEE CURB STOP DETAIL ON SHEET C704 AREA "A" SEE REQUIRED BUFFER PLANTING NOTES "DO NOT ENTER" SIG "RIGHT TURN ONLY" SIG 5' BUFFER EASEMENT SITE LEGEND EXISITING 10' EASEMENT FOR EXISITNG 6" FORCE MAIN „ AREA ' 2" PROPOSED DOUBLE DUMPSTER PAD ` EXISTING PROPERTY LINE AREA "4" _ EXISTING RIGHT-OF-WAY j (ENCLOSURE AS PER PER PUBLIC rF SEE TREE WORKS STANDARD RES.688-15) TUCKER RD (20' R/W) SEE TREE REPLACEMENT REPLACEMENT NOTES SEE DETAIL ON SHEET C701 NOTES (SEE PLAN L000) _.__w :.:......._T.. _.. ....., .._ __ EXISTING SETBACK LINE ROAD CENTERLINE 115 •' '• • �"'' • PROP. DOG PARK .'.,�1TOD� .•l x X 40' ( PROPOSED SETBACK LINE I I I I I I s �� I I 122 I 121 I 120 I 119 I 118 I I 117 116 AB Q g i I - _.............. 100 YEAR FLOOD PLAIN ACK \ ca q r,i., PROPOSED FENCE X X X ACCE SIBLE PARPG SPACES, PAVED BOTTOM ' �P. �,� • SEE DETAIL ON SHEET C701 CONCRETE,T N ' 24" MIAMI CURB 1 s r` ,_ _SIGN GE SEE DET ON_SHE C700 _ _ _ r I TOPO?":�A�ik' i � + v N W _ HAZELTIN_E AVE. (PRIVATE) � � ....a��, ��<.r: AR�TREEZ 16 N - o--� T, I.a I` v 24" CURB AND GUTTER x , S REPLACEMENT NOTES CROSS WALK 10' SETBACK TYP � R � Rap, (TYP) „ I 5' CONC. SIDEWALK - �- ��j � � ' Ln � STOP BAR (PAVEMENT MARKING) AREA 2 x I 99 1 44 a SEE TREE I BATH- I' 9 - _ _ i _ 30' _ _ O ♦ TRAFFIC FLOW ARROW (DEPICTION ONLY, NO MARKING) REPLACEMENT NOTES HOUSE POOL � _ TIE PROPOSED hxi t"fi�ti X Yt+�l a��" 140' 24' I PAVEMENT AND &. LAUNDRY I =' CURB INTO EXISTING AREA „3„ L a,. r. .a. H g BILLIARD 97 100 I ♦ 1 13 I j ASPHALT PAVEMENT, SEE SEE TREE O O HANDICAP STALL • ( CARD- 71.7' • TYPICAL ROAD SECTION PROPOSED MIAMI CURB ROOM 8 __ DETAIL ON SHEET C700 REPLACEMENT NOTES �c - -- -ZIL - : SEE DETAIL ON SHEET C700 -" EE'"TOTE ADA RAMP TYPE CR3 I A.D.A. STD HANDICAP RAMP THIS SHEET SEE DETAIL ON SHEET C704 OTTO;,7 C; R - O PARKING SPACE COUNT * 1 _ 96 101 I 112 n.�-. I I O EXIST. ' 10' WATER ESMT , I w SIGN MAINTENANCE s .< �, .. ��.. 7r" _ Q - AREA TO REMAIN 0... - 95 102 > I a DUMPSTER PAD • LANE E (PRIVATE) �- �— O O I s? V \I �.•� ~ ' ` T TRANSFORMER PAD CIO CD 70 I 94 103 I 110 0 Bt Dc / 1 2 3 4 5 6 Rip, GRATE INLET F- 70' > , STORM MANHOLE -- O w l i SIG I ' I J N z � C o 104 wl a r` - — - --LANE LANE D (PRIVATE)- - - 0 68 I 93 D 109 �Y _ —�— o _ I o z��u.� �---T�'-W7, f E -- 71 Q I I � HEADWALL LU "ONE WAY" RIGHT — — — -- R I SIGN -- I i "^"" 108 SANITARY SEWER MANHOLE O&927 8 9 10 11 12 13�p30 70' O 1 40 i 717 4" CONCRETE \ ' 10' SETBACK (TYP) i t� I- STANDARD DUTY PAVING LANE C (PRIVATE)—_ CONCRETE WHEEL STOP s y - SATE z _ 73 m 1 ,h ADA RAMP R3 ♦ 65 , I O 1 w Lp I 14 15 16 17 18 19 20 6 I 70' li z-- 10 LANE B (PRIVATE) 70' 1 o/ I Rip' I 30, C 60' 16' 26 27 0 21 22 23 24 25 140' 4 LANE A (PRIVATE) - _ 10' WATER ESM� I 62 STOP BAR (TYP.) S DETAIL > ON SHEET C703 77 I -- 10, SETBACK (TYP)XQ,p 4 24'o 61 Q O I 50 _O l 0 1N O ( O I 24'-- 1 z } I CPULL-THRU R LOT (TYP.) � 51 - 2 SEE DETAILS EET C701 I 48 E2 ' __ � z -- o I I o 4 l -- 72' 72' I I aI 59 O ' I 84 75.4' 23 0 ' O 72.1' O AREA "A" I 47 52 26 I 72.1' Q I 1 ,F I O t o o f >_ I i Iof I ( so 22 27 46 I 53 0' O 30' ' 4� O O O I O 3 -- -- -- r., C 24 72' 72' S7 g z ! I 21 28 I 45 54 w �o Iw, -- LJJ Q I o w 75.5' j l I >' I I 55 EO I I I 56 0}; 20 29 a O I �H1 -D a � to o I v TEMPORARY TYPE II MUTCD BARRICADE, w 144.1' w SNEG' TYP. AT THE END OF EACH EXISTING �— I ;. �-- ROAD TO BE EXTENDED Ln 30 I w o 19 'c (" b Z a, I 7 z I � EX LDG O P 1 N if �I 18 I 31 I o� (42 1 n, .'.� 1 'I s 11 II 'I 3 SEE TREE REPLACEMENT AND BUFFER PLANTINGS TABLE ON SHEET L000 FOR REQUIRED PLANTINGS IN AREAS 1, 2, 3, 4 AND A. No. of Units Site Density (units/acre) ' PH1&PH2A(32.1AC) # Existing Units 258 &04 PH 2B (20.1 AC) # Proposed Units 149 7.41 Total Site 52.2 acres Total Units 407 7.80 *NOTE. - 2006 Approved Plans called for 434 lots With a density of 8.83 units/acre. No. of Sites Parking Requirements Existing Parking Provided Proposed Parking Provided Exist. Clubhouse (1 Space per 3 Patrons) 33 Amenities (1 Space per 3 Occupants) 7 46 Total Parking 407 40 46 SITE DATA TOTAL SITE AREA: 52.2 AC PUD AREA: PHASE I (EXISTING) AREA: 23.3 AC PHASE IIA (EXISTING) AREA: 8.8 AC PHASE IIB (PROPOSED) AREA: 20.1 AC OUTPARCEL C2 AREA: 4.90 AC LOT DATA 258 Existing Sites (252 Owned by Sun) (6 Privately Owned) LOTS 17, 18, 25, 32, 119, & 120 Are Privately Owned Lots. EXISTING LOTS OWNED BY SUN PARK MODELS (PHASE I & PHASE IIA) 252 PROPOSED LOTS PARK MODELS (PHASE IIB) 122 PULL THROUGH (PHASE IIB) 27 PROPOSED TOTAL LOTS (PHASE IIB) 149 1 1 THE PROJECT RECEIVED SITE PLAN (DATED 09/20/2017) APPROVAL FROM THE CITY OF ZEPHYRHILLS ON 10/11/2017. AMENITY AREA, INCLUDING PARKING, IS TO BE CONSTRUCTED UNDER A SEPARATE PERMIT. AREA IS TO REMAIN UNDISTURBED UNTIL PERMITTED. APPROVALS Flom Know what's below. Cull before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT © 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC _I Uj N �a 00 gao Yam IR�n - Q w= J e— m J LL O } J J � Q� � d > w = O N � a- O z z Q N 0 0 Q d w LA m 0 N d w z w Q O U NQ 0= U 0 U_ w ZO Z 0 Q v� Lf) w Q DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS \VL\t>>�vtO,Igf/iz�'��i N . 60088�' �Y ••STATE OF •' �<4�: s/O NIA L �.a 0 30' 60' SCALE: 1"=60' DRAWN BY: AS NECKED BY: DG 'ROJECT MANAGER: DG OB #: 16002627 -ILE CODE: ## SHEET NO. C200 11 GRADING LEGEND EXISITING 10' EASEMENT FOR EXISITNG 6" FORCE MAIN -- EXISTING PROPERTY LINE t.a%,, .sa lF'� dirt _.. _ TUCKER RD (20' R/W) EXISTING RIGHT-OF-WAY g <;, EXISTING SETBACK LINE Qoo i o- oo -- oo�oo 00��.�r - o0 00 00 �� o moo 00 00 `��. «.� - ...v._.-..T...- Tip... 2` , ',..,�;.. r ,,... t,.,,_,,,''w`'si,l> .�, ._ „«, _ _ ,, ,,�€ ,, , , , �,. �, � ,.,,�<: � € _ " ;�F'�, F ..- .x ,+{: : _ PROPOSED RIGHT-OF-WAY _ ur ..,.,,, �_. fir:: , .,,. �F _, , � . - KIF �000-��oo>-• h-.,"'ups}oi�f:ir"wilaYlw,d=... ..,,-...L,;e-�I,�............... ` VE ir...3L'�....,-.W»_,... ( ;�C. r�,.,, ``"^-„ ,.�Hi...,., ,�#+.'.,.. _^'^ac^" S✓'f SL »:§'� .�. .ww.�e.� _ e.,✓ Imo' p`' { II .c. ,-.-.v.:. ( ,.». •w„ .«...- _ '.< z ,..rw "' :--._..»:.� ._ ,,« N • i" ^, ,,,�.^^...,.. ,_.......,..."i �'r'�i �� y,i . ��g 1« ��,,, III ..M Mr. Y _ , b_ w, i��'r��`r -�,.",..•,_.,_ .__ .,,_ M 3 1,, PROPOSED SETBACK LINE �.-,: �,.,�..-.. .«:� .. � a ..: _. L,� .._. __ .. _ ,,.,... ,- .. �x \ �`, I , _f \, '^, \ .r" „„,,,`..,,"""• .,, • \..---• ti \ °" .,-^`.ram -,.'...," --»,. ,._..,�� ""„`.«` may,:,« k > `� 100 YEAR FLOOD PLAIN D1 1 I I I I 1 l I , c) \ Pi t€ �f_ F , f, , f, ., ;, w •` X X x D3 r .�ItEBENCHA,1ARK ORIGINAL __ 123 EXISTING MINOR CONTOURS APPROVED I i ^y` � . � . � :. E}[ � ..; c sue:: �:ks. - ~- 123 EXISTING MAJOR CONTOURS .�.`� `"b ,.,,."``a �,, � ` ''i^��f1;it'K a� i �7 1 .� _ �'_,�.:.'' c � � ' i I RETENTIONAREA BASIN 1r� ,r / 24° HDPESS _ `\ LP,. HAZ � a 7 30 m _ LT E E AT " EA PAL E BOT1 OM Oi., r �T / 7 ee `� j j , 8,� 123 PROPOSED MINOR CONTOUR E'€{ NOT LOCATED I" 1.} 1 ., 1 f 6 o e o l 77.1 \- �** ,`"* g��Y'k a i' a v cb \` ) SHED I ALL . IT=SIN THE ?'O 77.3a ~- SHED 1 �pF ` r .,, �` '! I ..• _:'�€I`�{`� UNDER `HDPE EX. BLDG �J .- ._....._ ...-.µ ._�._ .-'____ �� € = 123 PROPOSED MAJOR CONTOUR \ I r w I�,�F R D A ,'_)OD I � I. X � D5 I`, EXISTING STORM LINE i a I I ---/0 -- D5.1 - ( �{ BASIN i� APPROX = 211 E I i(TO RETENTION AREA 1) °ace SIR 1LOOD � ` � , � x FFE = 77.a �6.9s I 1 I PROPOSED STORM LINE I a ' �I l � � � i�L �tf.A° t 1Nc (EL 7�, f�. '=� � I ` 1 m a€ . AC , I M PROPOSED SPOT ELEV '�. ..+a' r. -.,d- m...T � ,� 4 t t• Tgg i -_ I� - - - - � � - - Li} SEE NOT ` 76.50 , 1 1 m 1 77 E �'"y.,,.t",,;. y ,,,,• ' _,., - i i B 1`#77.16,.i I µ• 2% \ i ,zOp � FR A,.E I ,- I' THIS SHEET SLOPE ARROW ',,t SHEI. \ e fiFs?F7A = f t- {( C1 �` r 77.06 " y77.33 1 'HDPE LP 181, I D7 ....., ,.! I Al } .,...,».r,..., `' ( t!h <" I �c,°.,c 76.4 1 ,S's w _ »� . ��»„ '` :. w ce_ -. ,� < �- -- - -- O GRATE INLET -,w. r ': HDPE �X y T 62 = w"1.0'W7S1k-R _SMT D6 I 7gC2.2mm i i J' 7P1 m 76 3p; LP o _ 1 *�`�'"'" STORM HOLE a { A2 1 > M MAN 18 HDPE � O ,i (PRIVATE ♦\� (( ,17s�, ' „FIN 6"� -i_ - r F -- p I -, - C DOUBLE WING CATCH BASIN . Q _;24"HDPE "\ ~7� •• ��o 30" HDPE - 1 J > ® SINGLE WING CATCH BASIN ^� B3 w y "77_ . C2.1.1 t ° X. BLDG fi s 77.2s c� `` d d C3 77.44 77.39 t A3 -- J I -- ♦ 24" HDPE i SIDEWALK TO FOLLOW EX. GRADE +77.41 LP yr l 78 s -- I 1 ^^ Z-- AREA INLET '.. 30" HDPE 76.7 AND MEET ADA CRITERIA INCLUDING „a r' ` 7`e C4 w w -- II MAX. LONG. SLOPE OF 5% AND MAX. r 77.13 HP z ` I 7zo '_. "~ ,, HP_ -- _ � � � OUTLET CONTROL STRUCTURE D �.. \,-:\,, s; .:,,:. LANE D P ATE CROSS SLOPE OF 2/°. \, �� »« - - 7a.6 ( ) up 18" HDPE ` ~� I � � � � "X BfDG v_ Q -- \ HEADWALL EXfSTI`�tS SANITARY------- EWER FM s 7a.zo I A4 >� / �8 n w I r i r SSA l F_' /t ^ 77.90 , 1„„ SANITARY SEWER MANHOLE LP m A5 1b I C5.1 t 1 l r 76.7 1 77.71 i t= HP LANE C (PRIVATE)- _ 778 ATE - - x 79.1 - I JAI > 3 t L a__ CW _ [ Q A6 - 19y I - ( 3�> � o° C6 = F a 77.02 I ✓ } 77 o EX BLDG \ ` 1 24" HDPEIPA LU 5' BUFFER EASEMENT i I77.22 w I (I 77.2a HP ✓r RIVATEo . I f1NG SANITAMe IER" B" I . _ I'•✓€A: LE I 0 On t As 77.11 I a 1 LP '`b ? E2.5 *4q� `' PROPOSED POND DRAINAGE j I _ .. 1 KE AREA LIMITS LP I 1` 1 SHED ' u t- 1 77.1 I l0� T I s .faL i,,--"�..." Wa-»,•••„-.,.___..,......_. r .. i 1 r s A» rr » F6\� j 1�- cP 1 "' 18 HDPE ?` l I _ i-_ w REPLACEEXq`STING PIPE c E2.3.1 �« E2.3 E2 ;� EXP H.IIA-9 A I C", F r Eta = u j EX S5FM LIFT STATION E 1 t E2.1A.:. - t ;lST IFV'L- r E2.2 / 10' UTIL'-Y EASEMENT SITE > 18" HDPE „ e is4I TA NATICINAL DRIVI 1� DpF EX.PH.IIA-8 I SS SS ss x I r24" HDPE Sss-' VQ_.ss V11FSSMFx Xy MN r6 - r1 S_ II E SENCHtvIARK f ITL:PO RIMv 77.92 24' HDPE q XIS1 !� SANITARY SEWER IMANHOLE I I AMENITY AREA, INCLUDING PARKING, IS TO BE CONSTRUCTED UNDER A SEPARATE PERMIT. AREA IS TO REMAIN UNDISTURBED UNTIL PERMITTED. APPROVALS room Knowwhat's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC J J W ~ V � � 3Qo a� Q Q = J LLJ J O Lil } (/ 1 J J r'j Q > O LJ = v � a O z z Q N go_' Q V LJJ M Lon z 0 z Q x N un w z L11 z 0 N zm 0= U Q o V_ J a z D z 0 U Q 12L_ z�N o I- w Q DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS �`�ly`�titiiil I I luruv,,,� 0 N . 6003B (P c TATE JNIAL,E `1 0 30' 60' SCALE: 1 "=60' DRAWN BY: AS CHECKED BY: DIG PROJECT MANAGER: DG JOB #: 16002627 FILE CODE: ## SHEET NO. C300 z z z s la CD 0 m V r- N N CD 0 ui LL U 10- 120 120 _� - _ _ 110 - _ _ 110 100 100 100 I 100 100 10 , _ _._. ,. _._ -._,. .._.. __ ____.. -_. , _._-_____________._,_.,-__ _ _ crl.. - ______ _ .-..__._ _________..__-- _...._ ...__.______ ___ _____...- ._ _.__ _ a _ - -- - . _. w M v rn _._� _ ____ _- - - - tri w . o o - - _. __. - - -MM J-m- �- _...._-._.....__._._..I......-.__..._..._.._._..__.___,._....,_.__pp________._____ ._ '_______. ___-___..m._.,_,..._.�..,_._._. 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THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ... @0.5%... 1 6"PVC WATER MAIN ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE _._____.____„____-_,�_„__,_„_____-_-__,__ ____..__._____.__ __ __._....__ _._ ___._ . _ _ _...._-_.____.__._.___.( _____...____ __ _..- __.� .__.._.._ _. �-.2.1_TO„E:X-..SSM.I�- PVC___. __. .__--._.. _._._. _ .___...._..__. ___ .__ NOTBEEN INDEPENDENTLYVERIFIEDBY THE OWNER OR INV 72M. 2�iF-18" F 1 P€�1 ..._..._... _.____._.__. �_ t 8°PVC ' ° € ITS REPRESENTATIVE THE CONTRACTOR SHALL INV.: 71.63 ------ .--- -- ---�-----�------.,:_.m..:_,..._,__._____.._._____.L,,,,,_,..-__»........._..._._m.-.�..__...._____..._..______._____.,.,.___..... .. _ _ € _ j_.,_,.,_-___..__. .___ € DETERMINE THE EXACT LOCATION OF ALL EXISTING +_ r- ____.._.._..._____._._..__._..: _.._.__.__.._._..__.._...,._._, _ __„_._..............._________..�....______._._...._ ..._.._._ .�,.2.�...,..� _Mi-i 'c. .,,-- ___...,.._�......___.-_......_.._......_ _ .-_ o UTILITIES BEFORE COMMENCING WORK, AND AGREES TO 11 = ��, �- `��:::i 24 LF 24 LF ______ } T 43 LF 24" 34 LF 50 LF 24" - 61 LF 24" HDPE - 18„ �I VV.: 71.22 �T� 161LF 18 HDPE O BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES - 8 --1..- WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S 70 41 LF 30" •--• 24 -- 51 LF 30" 34 LF _" 55 LF 30" ,,,,,, HDPE - 24" __ HDPE @0.3% - @0.2% HDPE �-�"""- '-"" 70 70 - HDPE- 70 - -- HDPE _ LF HDPE @0.4% 30" HDPE @0.3% 60 0 6 2y# tf�lDfo @©: 0 FAILURE TO ANY AND @0.3/o PROPOSED G DE-» I OEXACTLY LOCATE AND PRESERVE HDPE - �----~ ___ 60 60 6 0 E 6of�, 6 ALL UNDERGROUND UTILITIES HDPE o - 0 0.3°/ @0.3% ._.�__ �_.. - �..-._ _ _ - - _ _.. .., _. �,.. _ _....._._. � » _W=� NOTICE: @0.5% HDPE _- _� @0.3% @0.6/0 _ - 1 0 LF 24" HDPE @03% �_�_ CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY g 11..._.- _ OF THE CONTRACTOR: NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY ___L_�� @0.6% € 14: 1 j i RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS _- f ___\�_Ilv VVA I R 3 €i - "--' € ENGAGED IN THE OFWORK, ANY OTHER PERSONSSTRUCTURES, OR 1 T I - --�- 60 60 60 60 50 COPYRIGHT ©2018 ATWELL LLC NO 50 50 50 50 50 REPRODUCTION SHALL BE MADE WITHOUT THE -0+60 0+00 0+60 1 +20 1 +80 2+40 3+00 3+60 4+20 4+80 -0+50 0+00 0+60 1 +20 1 +80 -0+20 0+00 0+60 1 +20 1 +80 2+40 3+00 3+60 4+20 4+80 5+40 5+90 -0+60 0+00 0+60 1 +00 -0+20 0+00 0+60 1 +00 PRIOR WRITTEN CONSENT OF ATWELL LLC STORM Al TO All PROFILE STORM A9 TO A9.2 PROFILE STORM D PROFILE STORM D5 TO D5.1 PROFILE STORM B PROFILE HORZ SCALE: 1 "=60' HORZ SCALE: 1 "=60' HORZ SCALE: 1 "=60' HORZ SCALE: 1 "=60' HORZ SCALE: 1 "=60' mi VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' VERT SCALE: 1 "=10' W Uta7o 100 I 100 110 I 110 SEE HDPE PIPE BEDDING Q.a M_J, € STORM STRUCTURE LEGEND 1�� UuJ JI�NN 1 d t,1. wmLO�l- ��N N N�N�, UWr-:�� 1 ' DETAIL ON SHEET 702 J LppNO 11 11 II JI�NNN w o I, II II 11 o H I1 I II - W � � o II 11 H II GRATED INLET PRECAST DRAINAGE STRUC. 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IT - w w y� 04J19/2018:CITY COMMENTS " .,,, " - - W ., - J .- r .- _. 17.00 27.19 5,85 0.012 0,50 3.34 0,25 72.79 . 72.98' 76.65 76.75 € - w z x _ Z > O J r w • - _ 1- > c2 °o I ¢ I r z z I- 21 A4-A3 50,75 30 7136 7155 0,37i�_4__ O p ._ ° - _.. . w >co m_ v LU r r u*i _,_ ... ......_. .. ....:>. „ 90_ _ 90 g0 e a---.- 90 .._. _.._... .r ._. .._ .. __ .. __. _. -.. ......22 AS A4 33,53 3fl t t._... > z w z F- l7 - > > O z .t 7155 71.66 0,33 16.08 25.45 4.64 0.012 tt501. 9.34 0,1f�I 1. 73,25 - 73.29 7fi.75 7fif3 � O LL, z 0 z > - O O W Z_ z_ H t7 a - a > O - j O 1�123 A6 A5 55,28 30 7166 ; 71.82 0,29 15.62 23.90 3 96 0.012 0.50 9 34 0.21 73 59 73.64 76.63 7715 1= cD O > O O > O - O > > O F z - z z z z _ z _ .o ., , .., ,., ,,- , ,, ,,,,,,,,, ,<,,, ,,.,__ ..,,.r„",,,,.. .....,»»._:,. ,. .-, .,-.,, . ,�,,.,.,., _ ,,,, , ., , „,.,...,., _ ,... _,,, ,....,_.. ,._._.., ,... „ ,,,",, .,""„ .,,.,,, L/1 H Z z Z z z - > 4 - 24 AT-A6 42 58 24 7232 72 A4 0.28 14.82 13.01 4.72 0.012 0.50 s.34 0.22 74,32 74.A4 77'.IS 77.03 ,,, N z z - z - - . , _..._ - - _ _ - _ - - - 25 AS-A7 34.15 24 7244 72,65 fl.61 13.9fi 19.21 4.44 0.012 0.50 9.34 0.21 74.61 74,72 77.03 7fr.89 ____"_ 0 26 A9 A8 50.04 24 72 65 72.79 0.28 13.18 12.96 4.19 0.fl12 0.50I'll 9.34 0,211. 74.88 75.02 76.89 76.55 77 77 ` 73,23 0.33 6,85 14.04 2.18 0.012 0.5 9.34 M66 I'. 75.46 75.57 76.59 77.02 27 A9.1-A9 140,11 24 1 I _»__ _ » .»... 80 80 _ _ 80 28 1_1A9.2-A9,1 23.98 18 73 73 , 73 80 0,29 3.83 5.15 2.17 OAl2 ' 0,5 ,34 0,82 ? 75.68 75.71I I'll— 77'1111.02 77.62 e-••n•� I I I'll29 A10-A9 61.38„ 24 72 79 n 72.91 0,20 .....,_ . 6.10 10.83 1.94 0.012 0. 5_ 9 34 0.62 ' 75.46 75.50 76 59 76.78 .. - 11-11111 i 30 Ali-A10 24.02 18 ?341 73,49 fl3 327 6.56 1.85 fl.012 fl.5.34 070 7558 75.6t? 7Es.78 7fi_76 ---- _ -� f REVISIONS N,, ...... ... ... ,,, ,,,,,,,,,, »,» I „",.1.. .«, , _ ,,.. ,.....,.., .,",,", .. _ ,,,,.. ,, -. 1»..... - 1 t f- 31 B2-B1 24,35 24 1 7000 5 70.14 0.S8 1.09 18.58 0.35 0.012 0,5 9.34 1303 x 72.4fl 72,40 72.65 76.33fft@1 z% _ _ ._.1.r 2 8--B2 1 ,01 1 ' 7 ` 70,7 8.04 0, 0.012 0.5 9.34 0,21 72.40 72.40 7 ,33 76.33 157 LF 18" 1 Q HDPE @0.6% 3 3 fi 8 0 64 1 2: 0 5i 0 98 56 _. _..... 1..._..._ _ 43 LF 18" _ 83 LF 18" HDPE @0.5%- 43 LF 18" 194 �1111111 illll/tt HDPE - - -L �� OBE 1/4?42 LF 18" H D il 33 C2-Cl i 22,17 1 30 70.0fl 70.10 0,45 12.71 29,84 4.05 0.012"I I fl.5 9.34 009 72.40 71.30 7321 7637 _ a _14D_ _ i HDPE _�_+ - ��'� RT �ii 34111. C2:a-C2 '. 149.53 18 1 72.21 72.76 0.37 5,44 6.9 4.33 0.012 0.5 9.34 016 73.21 73.76 . 76.37 _ 7635 i 31 F 24" HDPE @0.4% I 0.5% i �° ��70 � ��r' � I F f �• Cj ��i� ;., I 35': C2.2--C2.1 59.Z8 18 72.79 73,01 fl.3 2.94 6.93 1.86 0.012 fly 9.34 0.63 74.1fi 74.18 ?6.75 7fi 22 1 1 8"PVC ' I �• : G�' m� 1.. _ _ .__._.. .1.- I 1. > 36 C2.1.,1 C2,1 48.45 18 72.76 72.93 0,35 1.96 6.74 1.20 0.012 0.5 9.34 0.42 74.16 74.17 76.75 76.42 41 LF 24" HD E 0.3% - j 60088 .... .......... ... ..,.., .. ., , ,,, . , _,._.. . _ ,,. .. .. ,. I 1 I� 37 �C3-G2 33,34 24 7,42 33.95 6.28 0.012 0.5 9 34 0,11111111.8 71 30 72.21 76.37 76.75 ?0 60 2�l 192 8 P C S 9. TO EX SS H 9 5 38 C4-C3 3324 24 7124 I 7141 0.51 6,75 17.52 4.63 0.012 0.5 934 0.06 ; 7221 : 72.33; 7675 7707 " 6"PVCW TER IN -p . INV.: 7 .70 UINV.-- 39 CS-G4 38 53 18 I 71.99 72,13 0.36 6,55 6.8fi 4.42 0.012 0.5 9.34 0.33 73 16 73.30 77.07 77.48 INV.: 71.00 IN : 68.64 TATE �/� li,__.,., 6 _ 0 6 _ _.. 0 6 0 60 i <f✓ 40 C5.1 G5 35 66 18 72 4g 72,92 1,21 150 12.49 2.08 0.012 fl,5 9.34 0,32 ' 73.85 73.38 77 48 77.23 t I R MAI A��- •1C4QBIQ t�- \�`\�� J ...... . ..._ ' LL 41I I— C6 C5 74 34 18 7213 72,43 0,4C! 3.89 7.23 2.20 0.012 0.5 9.34 0,fl7 73 85 73,93 7?48 7?.73 ; I V.: 74.35 �I/sS! E�G��p , __.,... , -. „1111-1.11_. `° 42 C7C6 4407 18 72.43 7261 041 � 3.64 7.27 1.10 0.012 0,5, I ��ttt/1joNIA1 HI� IIQ7 ¢ _ _._-,__ ..._ ,"I ,. _.._.-_ ,._ ;. _.._ ,,,,,,,,, , ,, , ,_ _ _ __ - - - - -. - - - - - "„" "„_,, - .. .-.._. I U 9 34 0.26 73.97 74.01 77.73 77 22 i _ ;_. 43 C8-C7 35.85 18 72.61 ' 72.75 0.39 2.54 7.11 1.51 0.012 ' O1 IS 9.34 0.15 1 74 04 74X5, 77.22 77 061. 1 144 C9 C8 35.4& 18 72 75 ' 72.88 0.37111111111111 1,92 6.89 1.18 0.012 fly 9.34 t111".41 e 74 11 74.12 77.06 76.72 0 30' 60' 1; 45 D2-D1 132.77 24 7�00 ; 70.40 0.30 8,69 13.45 2,77 0.012 0.5 9,34 0,27 72.40 . 72.57 . 72.65 76,12 1 50 50 50 I 50 - ; _ ... 1 46 D3-D2 168.63 24 7M40 . 70,90 0,30 7.99 13.34 2.57 0.012 0.5 9,34 < 0A0 s 72.63 12.79 , 7612 75.97 -0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+00 -0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+20 SCALE: 1"=60' __ _ _ .., ,,.,, _,.,.,1 _ _ _ ._._.- 01 47 D4- D3 . _.. _-1 , , , ............. , .,. _ ___...., ..... .. _Tl STORM EX. TO E4 PROFILE STORM E2 TO E2. PROFILE Y. AS " 48 D5 L14 55.E 18 1 71.53 71.93 : 0.71 5,23 9.62 2.98 0,012 0,5 9.34 0.22 73.27 : 73,37 75.96 7fi3O 1 DRAWN B �, - 49 D6-D5 10847 18 7193 72.91 090 3 38 10.81 2 99 0.012 0.5 9.34 037 ; 73.55 s 73.63 76,01 7648 HORZ SCALE: 1 "=60' HORZ SCA 1 "_ ' o CHECKED BY: DG I'll_,_ . ,,,,1._, „ , . f _ + o PROJECT MANAGER: DG 1. 50 D7, Dfi1. 24.65 18 72 91 73.03 0 49 1.?3 7.94 2 33 0 0Z„ 05I'll 9:34 0 37 74 fl1 73.52 76 48 76 491-1111.1 VERT SCALE: 1 =10 VERT SCALE: 1 " 10 _ N 51 D5.1- D5 22.68 .1 18 ?2 72 73.02 1,32 1.12 13.09 2 £ , 0.012 0.5 9.34 0.24 i 73 55 73,42 „ 76.01 7617' ' II I'llI I'll.Al -I JOB # 16002627 ; 1 Notes: j-Line contains lryd, jump N SHEET NO. V 310 _.. 1 o I I .- m t� 120 i11 90 CONNEC 80 70 60 50 -0+60 r 00 0101 1 1+42.60 p X 1120118 121 i ? 122 i I XA �x X `78_ HAZELTINE AVE. PLAN VIEW SCALE: 1 " = 60' t t N + ry) CO W Ln l t\ M M ST : 0+86.98 = Q r v~, >I S A: 0+ 00.00 Ln — > w > a J "' > W J ELEV:76.07 NW nW VlWo71n reMWm°ONr- eq � Ifl CV =I -I- N W O=�I OO I7 END AZELTINEO Q n n z u a lI Q II II Q n II u u -ROYAL--- ccwH �JzLU � �J~ �WzzD TROD WAY �o> �a>O �o° WOzz> --- ELEV: 76.44 NE E STA: 0 + 00.00 tL FL-_V: I b.. J _y p It, V.:72.92 70 LF 8" PVC @0.4% 101 LF 8" PVC 294 LF 8" PVC @0.4%� 18"HDPE D4 TO D3 I i 0+00 0+60 1+20 1+80 2+40 3+00 3+60 HAZELTINE AVE. - ROYAL TROON WAY PROFILE HORIZ. SCALE: 1 " = 60' VERT. SCALE: 1" = 10- 24' WIDE, TWO-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 4+20 4+80 I STA: 2.60 T S-4.5 r _ EX >r . D6,STA: SSMH 1+53.83 #2 I % f C9, STA: L_ ( I \-eM . ROYAL TROON WAY PLAN VIEW SCALE: 1 " = 60' 8 11 I j( jjj F 3 _.— _._._.__......________._._____.......... _.-,._,,,..._.�._.. _._..._.-._.._.._.___..__._.._._.._.. ..____._ .......... i < S i v iO M M.._____..... ........_._....._...__ _.._._ _ _ - _ I _ _ ( _.___.. - € ... LID LU .END _ZTINE ._._.....---._.._.___------_J 0rC5 o 0..0 UJ _ z co TROD WAY J F- Fn- In _ z N E E STA: 0 + 00.00tL V776.43 — OF R8 D 9 —_ —� STA: 9+44.70 — -� 76.28 ! I I V.:72.92 294 LF 8" PVC @0.4%___ _W ] 398 Iry LF 8" PVC @0.49° mm I I 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 HAZELTINE AVE. - ROYAL TROON WAY PROFILE HORIZ. SCALE: 1 " = 60' VERT. SCALE: 1 " = 10' 24' WIDE, TWO-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 APPROVALS room Know what's below. Cull before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT © 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT Of ATWELL LLC J J Lll Vim �Qo 3�0 �gn = N Q J w0 m LL Z (,D N W J J J } I- a Q = z N N J Z Z IY Z) CL w O O Q N UU V Q LU nn N L r a w m 120 O r L / z 110 i1LU w In (/) LL W > 0 z zm z I z 100 W — Ln I-- Q U Q UU UU a � Q z to a 90 cJ) O 0 Q U O F- W a 80 DATE 02/07/2017 04/19/2018: CITY COMMENTS 70 60 REVISIONS NolivI1�l�u111/Z/ i RT �� N�/ �%FI . 50 �� ;• p'Z c.4 9+60 10+20 10+8011 +00 %• �N 08$• � •. ATE a •• �: c� 0 0 30' 60' SCALE:1"=60' En I DRAWN BY: AS w J CHECKED BY: DIG In 0 PROJECT MANAGER: DG JOB #: 16002627 0 30' 60' FILE CODE: ## SCALE: 1"=60' SHEET NO. C320 00 T' I )0 10 120 110 100 90 80 70 60 32( 'Nt __ _ 5. 3,L. _. Q s 1+00 2+00 3+00 3+68 � 4 �. M - EX D5, D6, STA: SSMH 0+45.38 1+53.83 �� #2 105 106 51 5' 100 i 101 I 2 103 104 `` ,. D4, STA: 1 +42.49 F42.97 83_ _ �, I t 97 I 96 I 95 I I� 93 I 92 I i i I 4.3 PVI:3+g1.87 3+83.42 t f EL:76.35 �Vl LAUREL VALLEY BLVD. PLAN VIEW SCALE: I" = 60' QII II II _ N Z II II II m� �'.' LU z ° > O _ _ w g co 60 Imo. _j ° > -- ST 0+00.01 - ELE ReP6 fl3, 7G "DE- : 76.07 OF ROAD C/L_ 1„—�_—_ -- H STA: 2H€97.67 = L, CONN - I w ELEV: 7 .06 D5 TO D5.1 I INV.:72.86 0 -- — 6 TO D7 299 LF 8" PVC I 120 m 90 1101 70 50 50 -0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 LAUREL VALLEY BLVD. PROFILE HORZ SCALE: 1 "=60' VERT SCALE: 1 "=10' 24' WIDE, TWO-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 D 120 Iwo 100 90 LAN[ 80 70 60 �f PVI:3+71.79 EL: 78.11 PRAIRIE DUNE ST. PLAN VIEW SCALE: 1 " = 60' a ,� € � I .4 r 6+00$ 6+43 I r ? 44 tf 43 ' 42 [ 41 E4, STA: I � E I _ t T I i CO N Lf1 W 00 Ln to Ln 'J Ol rr-: CO I + S r r _ F_ CO l0 CO Z II IL II II q H° Ln i W E Q �>000000 1 II E N 0_ w w w W --� W _ _ �j � ~ Z 4 II J w }}_-- > LLI g 8 I I 1 _ ' , �0ip0 J QD l0 �Oih00 'J N V V r TJLf1N w WT 7 Lflwmep t z u n z n u n I zr�oio to O FLU Uj _jH O � WooNWtp _jZ F" �d>ic I > 00 60 W W w — d�O I _.._— ._. - — V) ? I V) m l w0_ Q n n e W WZ STA: 0+00.00 — L F- — z i ' w O z — ELEV:76.66 � a STA:2+35.67 1 PRO SED GRADE _ Nam+ = c� 0.70° -47— LANE B3TA:3+69 ELEV:7 .24 ° LANE B STA: 3 99 ° -0.36% ELEV: 7.04 - "' 18" DPE , ST, : 1+58.92 = C8 TO C + -_ EXIS NG GRADE I I T EAR L V 7 INV.: 72. 3 STREET A STA 12+08 I 54 LF 8" PVC I1 @0.4% "`--153 LF 8" PVC @0.4% 84 LF 8" PVC @0.5% . - 324 LF 8" PVC @0.5% I 3 t i 3 f I a 3 3 � E 120 110 °H 80 70 50 1 50 -0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 PRAIRIE DUNES ST PROFILE HORZ SCALE: 1 "=60' VERT SCALE: 1 "=10' 24' WIDE, TWO-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 APPROVALS room Know what's below. Cal before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR: NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT © 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WffHOUT THE PRIOR WRITTEN CONSENTOF ATWELL LLC J Uj aQko a Q = o �~ > wO m LL z t o LL _I Q N J _j = Z Q z LU = O O Z) N O O w H N N Q L17 t.Ll M z O U) Z 1) W zILL J w Q O z z m N O Q Q U OO d 0� QQ z � (/1 to O O Q _U 0 I- N w a DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS 0 a8 S ATE OF s,qj 4. ONAI- e'�,r�b 0 I - SCALE:1"=##' v, I DRAWN BY: AS 6j J v CHECKED BY: DG Ln PROJECT MANAGER: DG CD JOB #: 16002627 0 ##' ##' ""66po%iii FILE CODE: ## SCALE: 1"=##' SHEET NO. C321 V_ D4, STA: 120 110 100 90 80 70 M 50 -0+50 V a , i I ) S HOUNMISH LANE E PLAN VIEW SCALE: 1 IT = 60' p ^�' M Ln cq DO N p 0o m m m (n °+' m °ro lfl + + m �+ co II n II l'j 11 m lD II r II 1 II LD ¢ .....,...._,6di.-•-M > J .......�,,..w, J W ¢ .._..,.....gym.«..........«,.„., > vim. _....... J F- a II W W a > LLj _I F- > d II J W I 2 II W ..... W „d II W I STA: 0+00.00 STA: 1 +72.08 = STA: 3+98.08 ' RARIE DUNE ST. ,.._ .RQA9.,C•,Gl�•--•-, _.��..__ ...�....._�_� I ..�. 24"HDPE I 30"HDPE C3 TO C2 A3 TO A2 18"HDPE INV.:70.68 m^ STA 5+83.91 = LEV: 76.98 1 0+00 0+60 1+20 1+80 2+40 3+00 3+60 LANE E — LANE A PROFILE HORZ SCALE: 1"=60' VERT SCALE: 1 "=10' 16' WIDE, ONE-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 4+20 4+80 5+40 W X. cF .,..m....._,_,.-•-€�f�•-± -y f � it 'x t 120 120 110 110 M �' 90 90 8 80 0 70 70 60 60 50 6+00 50 5+00 A � 0+00 \ 8++30T 2 EL: 76.65 1 2 PVI:7+24.20 • EL.77.24 76 7 v � _ ` - _..- _ LANE E PLAN VIEW SCALE: 1 " - 60' I t I I I ui Ln + N m + iIV W i + m N I + N + II � II � II � l II r`cu Ln Ln II { Ln > Q 91 > a.d W d W > J W d W ....... > d _,....., BIJ 1 END LANE E F I LANE A i OF ROAD C L ST, : 5+83.50 = STA: 6+68.36 = E71C__7.6-98 ( _+ LANE C STA: ©+00. 4 24"HDPE I 30"HDPE STA: 7+491 = A3 TO A2 ELEV: 7.12 ' ( STA: 8+55.68 = I � I STA I+00 I i I 5+40 6+00 6+60 7+20 7+80 8+40 LANE E — LAI,,IE A PROFILE HORZ SCALE: 1 "=60' VERT SCALE: 1"=10' 16' WIDE, ONE-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 APPROVALS room Know what's below. Cull before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT © 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC J J oc W ;I( I , e4b)w gQ0 g = Q r > w O m z w Q J OC = > zz Of 00 Z) V ~ Q L.0 H N tN Q Ln LJJ I M J LL_ N J z O U a 0 N U LA z 120 0 N z 110 100 90 w z O z N LU LX z J } a 0 z m z d O 0 LLI z 0 Q U Q O cl� Q `N' N Y 0 o a u 0 1-- U) LU DATE 02/07/2017 80 04/19/2018: CITY COMMENTS 70 60 50 9+00 REVISIONS a`��t1 vA O IB r na1y�� '�'� � ER; ••tiFi• •,Ci�''� O. 8• ST TE OF 111111till lilt" 0 30' 60' o SCALE:1"=60' .I Ln DRAWN BY: AS LLi J CHECKED BY: DG U 0 PROJECT MANAGER: DG JOB #:16002627 0 30' 60' FILE CODE: ## SCALE: 1"=60' SHEET NO. C322 �_ �_ I 1111I'p�19 "91�I�IAP11' I111'I lYl' IIlp'plllll�l I III II A I I' I I h II IS11L�F�111'II jj"f II I I I I 111 11 11 1'lIn9IwypnleIT IT r _ 110 100 90 80 70 60 8+00 8+40 LANE A PLAN VIEW SCALE: 1 " = 60' � I M I I H- > a I -_� END LANE E STA: 12+08.16 STA: +55.86 = SHADO\� CREEK ST. PRARIE DUNE S TJ BLAC DIAMOND R. STA 0+0 ELEV: 78.0 j� ELEV: 6.73 24"HDPE F A9.1 T A10 TO A9 INV.: 7176 MJV 7, :. SSE OF ROAD C/L A9.2 --� - I t PVI: 7+2 E. 7, I� 110 100 90 FYI] 60 -0+60 0+00 9+00 110 �11 90 90 LAN[ 80 80 70 60 9+60 10+20 10+80 11+40 12+00 12+50 LANE E — LANE A PROFILE HORZ SCALE: 1"=60' VERT SCALE: 1 "=10' 24' WIDE, TWO-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 ' s 78— Pw:1+s5so �f EL: 78.57 5-5.6 S nn i inn 2 --°- 78 II I 11 LANE C PLAN VIEW SCALE: 1 " = 60' _.... _... ` 4+Lq 8 71, 7 C72 1+58.92 77.78 Q 3: I � 1 74 _ — C9, STA 2+48.29 o, y < u > > 0- tu J W { ! { STA: 0+00.00 = STA: 3 + 9 71 4 ST.- ' + NE A: + OF ROAD C L ELEV: .77 7 ITN _...._.. — 1.110 o PIE INV.: 71.76 C6 TO C5 i 0+60 1+20 1+80 2+40 LANE C PROFILE HORZ SCALE: 1 "=60' VERT SCALE: 1 "=10' 00 3+60 70 60 -0+60 0+00 0+60 PVI: 110 110 100 100 90 _1 90 80 80 70 70 60 4+20 4+80 16' WIDE, ONE-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 60 -0+60 0+00 LANE B PLAN VIEW SCALE: 1 " = 60' 4 CD O) 00 I<- II �- gF t I i in W N O�� N =rr*- gg jj NJ W Nln Q II 1 ._.......,.,.._..w,_..�....__4 _�.. W �j _�_....... 1 _.___-- �_ ....;..-..,__..._.�,..._..____ ¥ Ln STA: 3+98.6 = _..._.,_ S F l0 � w = bo co ......._ _... ... CL W o> i STA: 2+3EI.67 W W — a > O _ ELEV: 7 .93 W„ H - > z I SRADE OF ROAD C L _ {] ! I a o IDPE ' C8 TO C7 $ INV.. 72.68 339 LF 8" PVC @0.5%-"�"�"""�""� INV.: 72.53 -- 99 d 1+20 1+80 2+40 LANE B PROFILE HORZ SCALE: 1 "=60' VERT SCALE: 1 "=10' +00 3+60 4+20 90 80 70 60 4+80 16' WIDE, ONE-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 XO� A4, STA: F ,r ! C5, STA: / / JJ JT l 5+92.71 ! 1+00.53 A n �jn . LANE D PLAN VIEW SCALE: 1 " = 60' cz.1.1, si ! 4+24. I � � 0 C72 `7' f o Ln 00 S 00 If N II __..... � ..�.._ -LU > J j -4 ; ___.__ .. �O JNOI = Q;� Fn- _o f�o00 j Z II II If II s�n Wo> ___©-z..z_ _.. __ __ . _ __ --PROPQS T3F .- _. _ ____ _ _ ._�_ .._ »o 0 _ _ O.E_+69.26 STA: 0+00. = E ST,4 5+8EXtSTIN, I = PRA IE DUNE ST. � � Z I- ELEV:76.90 ��-- ---- --__..___ I ELEV:77.24 I -- — i 0.85% -0.72% I CS]TO C4 ------ INV" 72.07 30" HDPE _ INV.:71.49 = 325 LF 8" PVC @0.5%' .•m. i 0+60 1+20 1+80 2+40 LANE D PROFILE HORZ SCALE: 1"=60' VERT SCALE: 1"=10' 3+00 3+60 4+20 C73 HIM 90 70 60 4+80 16' WIDE, ONE-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 APPROVALS Know whars below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLYVERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK. OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 11� WUps a�o YQo a�� a 2 N � J LU O N m IJL z Q N a LU J J J Z Q 2 0 NUl z J >_ z OD owC a LUO LU [n (n w m 0 z N X N LU J LU w } z Q LL O tz z zm z �w z cn F-- Q O o= V of a z L`. a N O O v v O O un w DATE 02/07/2017 04/19/2018: CITY COMMENTS tREVISIONS ♦,``�� RO BE/y�T �i No Z 8� �-- , 4 SATE OF mow` b 0 30, 60' SCALE:1"=60' u „ DRAWN BY: AS LU CHECKED BY: DG N PROJECT MANAGER: DG 0 JOB #:16002627 0 30' 60' FILE CODE: ## �� SCALE: 1"=60' SHEET NO. C323 � II I IIIII I�illllla 1 1 1 1 9111 I I I I I II S-9.2 r QQ A10 STA: S-9.1 E2.5, STA PVI: 4+29.76 E2.3.1, STA: $ PVI: 2+91.00 4+27.78 EL: 77.11 5+20.15 I� 0+46.34 EL: 77.90 PVI: 8+31.19 1 9 7 1 1$ l 1 1 1 1 J I{ A9, STA: EL: 76.65 � W -0+00 8+30.72 i%f�i ' 1 a 1ti 11 12 7 c 120 110 e, 90 80 70 60 50 -0+60 ,- - � �o - — BLACK DIAMOND DR. PLAN VIEW SCALE: 1 " = 60' F . _ j Ln _.__........_____ W I l _......_.......,...._._...._._._...__._....3__._ _. _....,_______w.........-..-.. .... .... _......._______._______ ' I N W O r � N 01 Ol '•, ._._...._.._............................ 4 ' _ _ .._... _ _..._._._........._... ........_...,_.._ -. r l awl wz� L-O > Lu O z X�L>L.IN L J > LANE A LANE _ S_ 5+19.61 �' ~ STA: 8+55.68 PRO OSED GRADE I CONNECTTOmmX. ROAD z 11 sn X 18"HDPE ' I EXISTING GRAi]E� — 1 18' HDPE i I V.: 74.76 104 LF 8" PVC 394 LF 8" PVC @0.5% a i i 1 I 1 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 BLACK DIAMOND PROFILE HORZ SCALE: 1"=60' VERT SCALE: 1 "=10' 24' WIDE, TWO-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 4+80 5+40 6+00 0 120 120 110 110 100 100 90 90 80 80 70 70 60 60 50 6+60 EL: 78.11 e i CC��gqJy 51: 52- 5354 8 t 4», Pry i 7 EX.PH.IIA-9 L11+00 1 _\ 49 I I I I I I ! I! 48, 43 I 42 I 41 ! 4 r7 39 I 308 37 ..._ ax E4, STA: 3+77.56 5+45.98 J} 0+00 1+00,...`" 2+00 3+00 .�0 5+00 + (( L Aj i7rr 33� 0(1V J y, E f 5-7.2 PVI: 2+45.65 M7 1 E3, STA: EL: 78.37 x P e 3+78.38 w j E2, STA: 1 or 5+35.27 - S 28 1 fig` I 30 131 1 3 1 1 I 34 1 35` 1 6 � k s ......�8 e 78,.,,,....,_.. 1 ,f jj 24 I � i . SHADOW CREEK STREET PLAN VIEW SCALE: 1 " = 60' I I I € i —. E € S( € E0rZ N W O O I ' 2 IHm��..._,W,...W._........,_...w,.. € I , w N I -- E Q n a u u n ( E =0Lrio3 __..._..� g LU I ...................__...... z C J H LU W b. J z I- i.. LU — I Ln II II STA: 0+00.00 = Lu O> O Z 0> w Z� — EXISTING,GRADE — CONNECT TO EX. ROAD' O Z ' ELEV:77.39 i PROPO ED DE i ELEV:75.49 OF ROA C/L —f _ _ --1 y ° i 18"HDPE IF E3 TO E4 ElTOE2 NV.: 72.28 —� 395 LF 8" PVC @0.5% I I I s ! 50 -0+60 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 SHADOW CREEK ST PROFILE HORZ SCALE: 1 "=60' VERT SCALE: 1 "=10' 24' WIDE, TWO-WAY, CROWNED SECTION SEE DETAIL ON SHEET C700 APPROVALS rism Know. whaYs below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMM ENCI NG WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC mi W u�m a Ido San Q� W O coLJL N J Q J z N N J O Z z oC a Ov O D W N V O J Q N L~ w I m 120 O Ln 110 z W F- 0- LX >_ F_ Z J a LU LU J O oc 100 90 C� G V Z N 5 OuoC se d O U m L.L.I L/) Z O H N z Ov °- z Q Q 0_ C) Q O cIf F_ Ln W BO 2 DATE 02/07/2017 04/19/2018: CITY COMMENTS 70 60 REVISIONS 4+80 5+40 6+00 6+60 ��.¢(1 F I Cq�. C/x''/''r .�. • V N 088 e • TATE OF ; •' J 0 30' 60' 0 SCALE: 1"=60' n LDRAWN BY: AS J v CHECKED BY: DIG PROJECT MANAGER: DG O JOB #: 16002627 0 30' 60' FILE CODE: ## SCALE: 1"=60' SHEET NO. C324 UTILITY LEGEND OHE _ - -__ OHE OHE---- - - - OHE OHE - 01 E �\ SHED F7 SHED 5' BUFFER EASEMENT WATER GATE VALVE NOTE: ALL 2" GATE VALVES ARE TO HAVE A 2" SQUARE OPERATING NUT. zi PROP 6" PVC (DR18) WATER LINE 2"X6"X6"TEE F.t. EXISTING PROPERTY LINE jj' 0 W EXISTING RIGHT-OF-WAY EXISTING SETBACK LINE m ww�` PROPOSED RIGHT-OF-WAY _ -- - -- X'41-__ X 5-2.1 PROPOSED SETBACK LINE x PROP 6 PVC (DR18) WATER LINE PROP 45 BEND I� 122 i 121 120 i 19 i 118 117 116go EX GATE VALVE, SSA4H*1 zt OHE ELECTRIC OVERHEAD LINE X X X PROP 6"x6"x8" TEE 5JEBErVCNtt�AF .5 € 7€ TOP O RI;" =75, 0' PROP 90° BEND S-4! PROP 8" GATE VALVE � �,�-- ,� UGE ELECTRIC UNDERGROUND LINE - . `ENau. ..u�GAS i RETENTION N RE NO. S SS SS ( GAS LINE PROP SS SERVICE (TYP) '•- � a{ R -A i'AS I s01 I +ONA OF / SEE DETAIL ON SHEET C701 8" PVC 8" PVC B,Av1S NOT A s-D k � �� • s <� SS SEWER LINE ALEA V 1 3I S 2.2 POOL, PARKING AND BUILDING IN THIS 11 O N r YING U€'�II >r 1 � � { AREA ARE PART OF FUTURE EXPANSION (f m SSFM L?Cr r L r I r„ O O SEWER FORCEMAIN �"'3NE E PER FI- € �A % AND ARE PERMITTED SEPARATELY X � - I •-�^-�_ ! 98 9� Ca 114 =) - � 1 v' O I r �' � 1" WATER SERVICE POOL BATH- Q EMSTING UNIDERGR+OUN -- . ` PROP. FIRE y; OHT TELEPHONE OVERHEAD LINE AND METER HOUSE ELEC R_CAL I HYDRANT TAP EXISTING WATER MAIN PER L x LAUNDRY I CITY DETAIL ON SHEET C705 PROP Y4RD UGT TELEPHONE UNDERGROUND LINE PROP 6" PVC (DR18) I 97 100 SEE HOOK-UP DETAIL ON SHEET C702 CARD - WATER LINE [ PROP 8" PVC (DR18) WATER LINE ROOM PROP 6" GATE VALVE -- - --y tj W WATER LINE PROP 6" PVC (DR18) WATER LINE 8" TO 6" REDUCER PROP 6"x6" TEE h f c PROP 45° BEND 7 EXISITING 10' EASEMENT FOR EXISITNG 6" FORCE MAIN O'HT TUCKER RD (20' R/VV) CPHE _ OHE - Fx x X -� PROP. FIRE HYDRANT .®a 6" V 96 101 112 STORM PIPE CROSSES WATER (TYP.) QS SANITARY SEWER MANHOLE SHEET l PROP 8 GATE VALVE 3 1 SEE STORM PROFILES ON C310 AND I 10' WATER ESMT yM A. .::::_ -_ -- -- UTILITY CONFLICT DETAIL ON SHEET C704 SEWER SERVICE DOUBLE SERVICE �-� ( ) ri E PROP 6" GATE VALVE j I g 95 102 i 111 �� SEWER SERVICE (SINGLE SERVICE) i 00 6„W 6„W poll'" PROP 8"x6" TEE - C -- F' u3 � SANITARY SEWER CLEAN OUT -- i I PROP 22° BEND f i PROP 2" PVC (DR18) I I \ \ II 2" GATE VALVE 2"X6"X6" TEE WATER LINE 8" TO 6" REDUCER tt ' 10' WATER E VV 15 � 16 17 E2" GATE VALVE g PVC -' SS SS 0 S-5.5 AT 1 T PROPSTORM 21 � 22 23 24 6" "W i fl 8"X8"X6" TEE PROP 8" GATE VALVE S-7.2 00 O I O 5-9,2 PROP DOUBLE SS i SERVICE (TYP.), SEE 1 DETAIL ON SHEET C701 V > 23 I 0 a I 00 I I j 00 I tJ - - S-9.1 22 27 1 PROP 8" PVC (DR18) I 5' BUFFER EASEMENT I MAJESTIC OAKS EXISTING SANITARY SEWER SYSTEM MH TOP ELEV INV IN INV IN INV OUT TYPE SIZE NOTE 1 75.50 71.24 (S) PVC 8" 2 77.09 70.47 (S) PVC 8" DRY 3 76.50 69.15 (N) 69.15 (S) PVC 8" FLOWS SOUTH 4 76.47 68.37 (N) 68.35 (W) PVC 8" NO FLOW 5 77.13 67.53 (E) 67.52 (N) 67.48 (S) PVC 8" FLOWS SOUTH 6 76.14 66.44 (W) 66.40 (N) 66.39 (E) PVC 8" FLOWS EAST 7 75.82 68.47 (N) 68.42 (W) 66.41 (E) PVC 8" FLOWS EAST 8 76.01 68.93 (W) 68.92 (S) 68.89 (E) PVC 8" FLOWS EAST g 77.32 69.38 (S) 69.32 (N) 69.32 (E) PVC 8" FLOWS EAST 10 76.36 71.32(N) PVC 8" FLOWS NORTH WATER NOTE: ALL EXISTING WATER PIPES, STRUCTURES, APPURTENANCES, AND SIZES TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK. STORM NOTE: ALL EXISTING STORM SEWER PIPES AND MANHOLE ELEVATIONS AND SIZES TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK. SEWER NOTE: ALL EXISTING SANITARY SEWER PIPES AND MANHOLE ELEVATIONS AND SIZES TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING WORK. ELECTRIC UTILITY NOTE: COORDINATE EXTENSION OF EXISTING ELECTRIC UTILITY TO PROPOSED LOTS WITH DUKE ENERGY. CONTACT INFO ON COVER SHEET. wIWATER LINE I 21 28 I LU Ow Ln I w _ I LLJ Co cn - I 01 20 I 29 Co Q z O I 1 zrn I � 19 30 I� L= Lu O7 tow -- -- I LvJ a N � 1 18 31 V a O -- I V 17 32 O �j00 1 i � I 00 I 16 33 I 11 1 1 EX GATE VALVE _ PROP FIRE HYDRANT ASSEMBLY 2 10' UTILITY EASEMENT JUMPER ASSEMBLY (TYP. AT EACH TAP) i TAP EXISTING WATER MAIN WITH 8" PVC, PER CITY DETAIL ON SHEET C705 U 1 � 69 70 I 94 103 1 �� 110 k; EiLC)C €-' °ot- WATER SERVICE (DOUBLE SERVICE) 5 6 v PROP 6" PVC (DR18) 0- - - PROP 8" PVC (DR18) -- WATER LINE ®- 00 5-5.3- WATER LINE m- WATER SERVICE (SINGLE SERVICE) I - SS _ C8 to g3 104 m 109 C. PROP 4" GATE VALVE 71 to X. ELC3G -® WATER METER _ E''i ',NC: S NITAR.Y---- , 1 L' - S-4.2-- 51 EI FM 108 r �" WATER TEE I 67 I 92 [ 105 ssm� a #2 CO 13 PROP 8"x4" TEE 72 I 9 EXISTING SANIIAR' SEAS ER ►� GATE VALVE 6?cF PROP SINGLE SS SERVICE (TYP) V = -- I d FIRE HYDRANT �w, SEE DETAIL ON SHEET C701 a 66 91 106 1 107 _._._� _ ! I Cn O0 PROP 8"x2" TEE 73 Q ELECTRICAL TRANSFORMER PROP 2" GATE VALVE _14-- ,Y ° ram. PROP GATE VALVE �' I 65 90 18 19 20 E: ELLiG a .... ...._... ....-.............. ... " TAP EXISTING WATER MAIN PER I CITY DETAIL ON SHEET C705 i 74 J EXIST`NG SS LINE cn S SSGRAPHIC SCALE: - 1 I I EXISTING WATER,h ' -u•+ ,_..._....__.. _.. 75 1 -- LINE (�� _ -•F ,! PROP 8" GATE VALVE V.„T �€ 0- �C63� _ _ r 88 � y E GSTI i G SANITARY 26 27 25 - � 1 v t: O v S y7ER €=°4 co Cn 4. PROP 8"x8"x8" TEE O V 1 �E M 10' WATER ESMT I 62 - _ a rw 87 K• � J 5.1� ,E PROP 8" PVC (DR18) TYPICAL LOT WATER LINE I u �0 _ 49 i 50 61 - _ 86', j > PROP 8"x8"x6" TEE -- ®- O PROP. DOUBLE WATER Ru y� SERVICE (TYP.) 48 I j . PROP 8" PVC (DR18) ®® -- WATER LINE -7g TYPICAL SERVICE Q r 47 52 I SSMIH -3 E I s 7.1 - > I 80 83------ O ac au i ity APPROVALS Flom Know what's below. CaII before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILTFY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC J J Ul g�a 'eao Q Q= m LL IU LU LU J H Q a > O L J = V d N ('4z rl N O Q d N M 0 to Q r1 cn IX Z w Q r+ I �� 58 ! 1 �m. �a�"a s [ F--, d Z EXISTING SAN TARY SEWER ._�• .. ._« < �- �,s - ��m r� .. 46 53 -- -- i MANHOLE ly ar Z O Q zu LU i2 . -. 1 W57 I I O p ».... • V 45 54 1 1 PROP 90, BEND ,.w> _ 8 CONSTt�UL"iTOY a+a++�."�u.n. V i V ... ooNsurA�as, Lac. 9Lt,� d H _ I _.....w.°'".1agua x.Y�a»T°s �..-+.�...... ae a�Aruaws«s- sue. _ yrn vss z t/i � .ae=reM7vk«»�. &."P* d p"". ..». �X "�.�. ,;.° 10JE3TlC OASp G(INMU7VTTY 44 55 1 PROP GATE VALVE_ I ' S6 5-4.1, SHED ; �I,f I • ' �f SHED I 43 ;a EX D & ® L L TAP EXISTING WATER MAIN PER 55N1H CITY DETAIL ON SHEET C705 1 42 _-s=.._.- s5 EX SSMH cr ss �--- Gs _ - ss #4 r") -- ru EXISTING SANITARY SEWER ,. MANHOLE SHED EX SSMH 41 #5 80 40 A SHED I EXISTING SS LINE 39 > C'I - EXISTING WATER Y_- f LINE (APPROXIMATE 38 ( LOCATION) PROP GATE VALVE EXISTING SS LINE S -- < - - �s Su >� SS --- gg S:.i 3 SS ..� ----�- S5 w ss �� v+: _. _x` � t•'vr __ W 4°4tf + #b - SSA' , TAP EXISTING WATER MAIN PER CITY DETAIL ON SHEET C705 EXSSMH I EXISTING 8" WATER LINE EX I APPROX. LOCATION EXIST FIRE HYDRANT ASSEMBLY 1- 3 W W ',N EX SSFM LIFT STA77ON g-k � " -- O -- __.-....._......._, ...... """..... xATRit PLiF! - :xe u.ar as t O V w CITY OF ZEPHYRHILLS 1 Q UTILITIES DEPARTMENT 7. FIRE HYDRANT TESTING AND REPAIR REPORT DATE 02/07/2017 Hydrant Information Location: 39735 Laurel Valley Blvd./Agape Church Hydrant #: 8302 0411912018, CTITTiYCfdWW-NTS Cross Street: Chancey Rd. Date: 4/12/2017 Sub Division: Majestic Oaks District: Main Size: 81, Shift: In/Out of City Limits: In Public/Private: Public Hydrant Testing Information Test Hydrant # 8302 Flow Hydrant ## 8367 REVISIONS Outlet Diameter: 2.5" Outlet Diameter: 4,5"/ 4" Diffuser it yl Static Pressure: 76 psi Static Pressure: 76 psi a`,`,��ti1111i11111111//7j�7 Residual Pressure: 60 psi Hydrant Flow (GPM): 14 psi/1,610 GPM S8 "\, RD � % Bonnet/Cap Color. :3 Red ❑ orange p Green ❑ glue �N� CIFIr QA C/��o Hydrant Repair Request: n None 0 Repairs Needed y R N 60088 N Will Not Coe- I 1 Missing Chains ❑ a Needs Grease ❑ Missing Caps ❑ 2 1/2" ❑ 41/2" TATE OF Obstructed E Dry Hydrant ❑ '��ii ••• I� Q•' �'� �� Leaks ❑ Tao Low D ss'/®��.I•Q•��G\``�� ii�j1N AL �`1� Needs Painting: El Entire Hydrant ❑ Caps D sonnet Blue Street Marker: ❑ Yes ❑ No 0 30' 60' Comments SCALE: 1"=60' DRAWN BY: AS Person Inspecting: { • � � q Date: it f CHECKED BY: DG Repairs Completed BY: Date: PROJECT MANAGER: DG Follow -Up Inspection Data JOB #: 16002627 Person Inspecting: Date: FILE CODE: ## Repairs Completed By: Date: SHEET NO. C400 USE TYPE III SILT FENCE- f INLET PROTECTION - CONTRACTOR TO WRAP GRATE WITH FILTER FABRIC TO PREVENT SEDIMENT FROM ENTERING DRAINAGE STRUCTURE (TYP.) t '{ I �141 1 $ , INLET PROTECTION - CONTRACTOR TO WRAP GRATE WITH FILTER FABRIC TO PREVENT SEDIMENT FROM ENTERING DRAINAGE STRUCTURE (TYP.) lip � I€ INLET PROTECTION - CONTRACTOR TO WRAP GRATE WITH FILTER FABRIC TO PREVENT SEDIMENT FROM ENTERING DRAINAGE STRUCTURE (TYP.) I s I II Ip[ Il �I 4 I f(l EE t !PI Ali I USE TYPE III SILT FENCE . ,-3" BLOCK INII CT r)DnTC('T1flK1 !' KITDAITr n T! TUCKER RD (20' U- � J gg p U- w J a I J EL ! F SE TYPE III SILT FENCE F' CONSTRUCT SOIL TRACKING PREVENTION DEVICE 1 3 � USE TYPE III SILT FENCE Y 1° f A 1 fD �; ss 8" CP F.X 5.5FP I. 1FT STA'I fOr+ EROSION LEGEND SOIL TRACKING PREVENTION DEVICE STAGING AREA LIMITS OF DISTURBANCE SOIL DELINEATION LINE SOIL TYPE SERIES TYPE III SILT FENCE TREE PROTECTION FENCE �a (TREE TO BE PRESERVED) SOIL SERIES 2 POMONA FINE SAND 5 MYAAKA-MYAAKA, WET FINE SANDS, 0-2% SLOPES 6 TAVARES SANDS, 0-5% SLOPES AIATc 1. SEE DETAILS FOR EROSION CONTROL MEASURES ON SHEET C800. 2. SEE TREE PRESERVATION AND REMOVAL PLAN, SHEET 1-000. 3. INLET PROTECTION - CONTRACTOR TO WRAP ALL INLET GRATES WITH FILTER FABRIC TO PREVENT SEDIMENT FROM ENTERING DRAINAGE STRUCTURE (TYP.). APPROVALS 1 P& Know what's below. Cull before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVEANY AND ALLUNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OFTHECONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK OF PERSONS ENGAGED N THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT Q 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC Q = � N LULUO [n J ZQ LU � � J z >z Q O > J V~ LLn LLJ V) m z O d X N Ln w z LJJ Q F J CL Z G o V z V)Q z �N O �" O v m LU Q d z O V V) z 0 LU Q DATE 02/07/2017 04/19/2018: CITY COMMENTS J LL } z O O Ln Q Q J d J ry I- 0 V O V) O CII LLI REVISIONS \ jj1il1IiN/lll/11j�/ ��•G�R� i F l C"�� Cf��s No 6 088, S TE F O••fie .�� •.,�� Rai � �QNAL !lf11111H1 �,�� 0 30' 60' SCALE: 1"=60' DRAWN BY: AS CHECKED BY: DG PROJECT MANAGER: DG JOB #: 16002627 FILE CODE: ## SHEET NO. C500 L L I R = 1/4" (TYP) 12" 12" ASPHALT PAVEMENT VARIES 1 /4" d 1-1 /4" - 2" A ° .. ' d. 'A 9" :4 .a ": BASE VARIES SUB -BASE VARIES 10" - 12" 12" I 2' _I MIAMI CURB N.T.S. 1. CURBS TO BE CONSTRUCTED OF 28 DAY, 3000 P.S.I. P.C. CONCRETE. 2. J" PRE -MOLDED EXPANSION JOINT REQUIRED EVERY 500', CONSTRUCTION JOINT REQUIRED EVERY 10' MAXIMUM (4' MINIMUM). 3. �' PRE -MOLDED EXPANSION JOINT REQUIRED AT EACH SIDE OF ALL STORM INLET STRUCTURES AND AT ALL RADIUS POINTS. 4. SUB -BASE TO BE COMPACTED AND TESTED TO 98% MINIMUM DENSITY WITH MINIMUM L.B.R. 40 BASED ON AASHTO T-180 MODIFIED PROCTOR TEST. 5. EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSS SECTION OF CURB. Public Sidewalk Curb Ramp Sign No FTP-21-06 and FTP-22-06 I. 22' .I. 22' J �22' 6" White BLUE Ld w » - = J 2" � m WHITE N Sign No FTP-21-06 Public Sidewalk and FTP-22-06 Curh Rmmm 3-6" White Diagonal Equally Spaced Per Aisle. N Sign No FTP-21-06 and FTP-22-06 \ 22' w w J ~ m Sign No FTP-21-06 and FTP-22-06 ,Ili 12011 •I: •I 9�1 \ w CA N N TYPICAL Public Sidewalk Curb Ramp h 6" White 03 * �, 0 Cb o, (TYP) E" C" B FOR ACCESSIBLE MARKINGS - SEE ABOVE "DIMENSIONS" ? ? „A„ »B» „C„ „D„ „E„ 45° 19'-1" 12'-9" 7'-0" 27'-0" 17'-0" 600 20'-1" 10'-5" 5-9" 23'-2" 13'-10" NOTES: 1. Dimensions are to the centerline of markings. 2. An Access Aisle is required for each accessible space when angle parking is used. 3. Criteria for pavement markings only, not public sidewalk curb ramp locations. For ramp locations refer to plans. 4. Blue Pavement markings shall be tinted to match shade 15180 of Federal Standards 595a. 5. The FTP-22-06 panal shall be mounted below the FTP-21-06 sign. PAVEMENT MARKING FOR PUBLIC SIDEWALK CURB RAMPS IN REST AREAS 2' C/L 1 /4"/ FT I 1 /4"/ FT FDOT DETAIL 17346-12 SPECIAL MARKING AREAS (PARKING) Upstream A H �IDownStream Drivers Eye Location SPEED MPH UP STREAM (A) DOWN STREAM B 2 LANE 1 4 LANE 0-30 85' 60' 1 45' 35 100' 70' 50' NOTES 1. Distances measured longitudinally along the street from driver location of entering vehicle to end of parking restriction. 2. Distances applicable to intersecting street, major driveways and other driveways to the extent practical. 3. For nonsignalized intersections, the values above shall be compared with the values for signalized intersections and the maximum restrictions implemented. These restrictions apply to both accessible and nonaccessible parking. MINIMUM PARKING RESTRICTION FOR NONSIGNALIZED INTERSECTIONS r� AD [Z4 2.7 s. f. _ 4" 4.53 s.f. 6 Use of pavement symbol in accessible parking spaces is optional, when used the symbol shall be 3' or 5' high and white in color. UNIVERSAL SYMBOL OF ACCESSIBILITY LOT LINE 30' C/L 2' 31 12' I_ 10' _ I _ 10' _ 12, _ 3V SOD 1/4"/FT 1 /4'/ FT SEE PAVEMENT SECTIONS THIS SHEET. N. T.S. GENERAL NOTES (Signalized & Nonsignalized) 1. For entrances to a one-way street, the downstream restriction may be reduced to 20'. 2. Parking shall not be allowed within 20' of a crosswalk. 3. All parking lane markings shall be 6" white. 4. Parking lane lines shall be broken at driveways. 5. Refer to Chapter 316, Fla. Statutes, for laws governing parking spaces. 6. Where curb and gutter is used, the gutter pan width may be included as part of the minimum width of parking lane, but desirably the lane width should be in addition to that of the gutter pan. 100111 No Parking Zone - / Yellow Curb (Optional) 4 Y ff�8' Y 8'-•� 20, Min. TYPE II No Parking Zone - Yellow Curb (Optional4 Y 81 1 Y 20' 22' I 20' wo 26'►{ All Spaces 22 Min. & 26 Max. TYPE III No Parking Zone / Yellow Curb (Optional Y 8' Min. Y SPEED LIMIT SIGNALIZED MPH INTERSECTIONS 0- 30 30' 35 50' PARKING RESTRICTION (FT.) FOR SIGNALIZED INTERSECTION DISTANCE FROM CURB RADIUS (Y) NOTES: 1. Parking restrictions measured from curb radius point. 2. Restrictions for accessible parking are the same as those applied to nonsignalized intersections. MINIMUM PARKING RESTRICTION FOR SIGNALIZED INTERSECTION STANDARD DUTY PAVING N. T.S. 1 /4"/ FT SOD LOT LINE 1 /4"/FT 12" MIN. I RESERVED PARKING REFLECTIVE BLUE BACKGROUND SIGN TO BE ATTACHED TO BOTTOM OF ABOVE SIGN WHERE APPLICABLE VAN PENALTY SIGN W/ WORDING AS ACCESSIBLE REQUIRED BY STATE OR LOCAL LAW 5" FIBER REINFORCED CONCRETE (4,000 PSI) STAB(LIZED SUB -GRADE (LBR 40) "U"-CHANNEL POST I O (3-lbs./ft.) a O 1j 7I R V PAD IPA ! " _ * 4" CONCRETE FILLED PIPE CONCRETE PA VING BOLLARD PAINTEDTRAFFIC W N TS. 3,000 P.S.I. J STANDARD -DUTY PAVEMENT SECTIONS BASED ON RECOMMENDATIONS FROM A GEOTECHNICAL P.C. CONCRETE il REPORT BY UNIVERSAL ENGINEERING SCIENCES, DATED 05/18/2017. REFER TO REPORT FOR SLOPE TOP OF CONCRETE ADDITIONAL INFORMATION AND COMPACTION TESTING REQUIREMENTS. NOTES' ASPHALT SURFACE COURSE SHALL MEET OR EXCEED THE REQUIREMENTS FOR CONCRETE SURFACE 1. SEE SITE PLAN FOR LAYOUT AND LOCATION. MIX (TYPE S-1) OF FLORIDA DEPARTMENT OF TRANSPORTATION, IT SHOULD BE COMPACTED TO AN d ' 2. ALL DIMENSIONS ARE TO q OF STRIPE UNLESS OTHERWISE d ' AVERAGE FIELD DENSITY OF 93% OF THE MAX. DENSITY BASED ON SPECIFIC GRAVITY METHODS. INDICATED. n LIMEROCK BASE SHOULD BE COMPACTED TO 98 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST (PER AASHTO T-180). 3. 2% MAXIMUM SLOPE IN ALL DIRECTIONS WITHIN THE ACCESSIBLE N A .a SPACE. ad �I• Ia o a LIMEROCK SHOULD MEET OR EXCEED REQUIREMENTS OF THE STATE OF FLORIDA DEPARTMENT OF a d 4. *CONCRETE BOLLARD AROUND POST IS NECESSARY WHERE THE TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SIGN IS TO BE WITHIN 2' OF THE TRAVEL LANE OR PARKING SPACE "A. a�i .'1 STABILIZED SUBGRADE CAN BE IMPORTED MATERIALS OR A BLEND OF ON -SITE AND IMPORTED 12 (-7 MATERIALS. IT SHOULD HAVE A MIN. LBR OF 40, OR A MIN. FBV OF 75 PSI, COMPACTED TO 98% I MODIFIED PROCTOR MAX. DRY DENSITY. ADA HCRIAIRKING SSO N.T.S. APPROVALS room Know what's below. i Cal before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BEFULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK OF PERSONS ENGAGED IN THE WORK OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT © 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC MIJ d<� s<o 3Qo YES a V W 0 J N m J LIJ O N LUN J i-- Ur �o Q N J i - Of Z J LU >_ T O (n z 10�1_ Q CL N O � LD O J Q I= F_ U Ln N m N X LU N Z w _J Z Z m z C> C>C G LU p N J G O O Q Z) LJJ U U z Ln N Q p Z O DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS .........e. CJ No. 6008P i S ATE 0 141 DRAWN BY: AS CHECKED BY: DG PROJECT MANAGER: DIG JOB #: 16002627 FILE CODE: ## SHEET NO. C700 0 v 93.75 0 C .................. 1.00 [V C ) Lf) 0 U0 co 0 6.00 GROUND LEVEL CV M 90.38 95.38 100.37 -=I 12.00 G-- CONCRETE FOUNDATION (42"X12") 0 32"UNDERGROUND 2" FROM GROUND LEVEL TO BOTTOM OF SECTION 5.50 L- 1.5"X5.5"X93.75" USED AS TOP AND BOTTOM .75 RAILS j -- II-- .06 0 0.875" U-CHANNEL USED AS END CAPS 1.00 FOR THE SOLID T&G BASE OF THE FENCE O LC) -- I 25 1 1 g-- 0.875"X6"X64" T&G 6.00 - BOARD, USED AS 00 SOLID BASE co DETAIL B 5.00t-- DETAIL B B NOTCHED RAILS INSIDE THE POSTS DETAIL A IL 151 1.14 I I.04 � GALV. U-CHANNEL 1.23 USED AS STIFFENER INSIDE BOTH RAILS .76 � CCJ 'OFFERED IN THREE COLORS (WHITE -TAN -GRAY) i"X5" HEAVY WALL JSED AS POSTS D DETAIL C NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 6' WHITE VINYL PRIVACY FENCE VINYL 6FT. HIGH TONGUE & GROOVE SOLID PANEL )DRI VA -FENCE DETAIL ur 40' MIN. p�0 CD PR DIRECTION LOF TRAVEL mmo> Y DIA. CAMP FIRE RING 2.5" CAL. - DECIDUOUS TREE ,LD BITUMINOUS CROWNED PAVEMENT - - - - - - - - - - - - -- STREET CENTERLINE /- BACK OF CURB s s� o�F RS, 00, / / 0 i O ^ CN O�G ZF O A 9 m APPROVALS • • L Know whaPs below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES, NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC J J WQo V � gaa >�a YQo � 0 w J 6' MINIMUM = ~ PRIMARY 10' MAXIMUM TYPICAL DRIVE-THRU S17"E' PLAN � rNi m LL SIGN W O J J J i- SECONDARY O NOTES Q �_ > � SIGN LU = W j SIGN SHALL BE INSTALLED IN ACCORDANCE WITH � l/) 0- O JV a RECOMMENDATIONS AND ALL FEDERAL, STATE, MANUFACTURER N z � W "U"-CHANNEL POST AND LOCAL CODES. z Q N Ln (3 LBS/FT) CONCRETE BOLLARD AROUND POST IS NECESSARY WHERE 0 0 _ J Q IN PAVED AREAS, o SIGN IS TO BE WITHIN 2' OF TRAVEL LANE OR PARKING SPACE. t\ USE 4' PIPE r LU m BOLLARD FILLED Vl W/ CONCRETE AND PAINTED TRAFFIC YELLOW If If 11 SLOPE TOP OF CONCRETE Ii I z _ O LANDSCAPE ' N AREA 3,000 3„ N Q P.S.I. PC a_ CONCRETE a �. .:. . X L/7 I V-6--I v) LU z W Q F- d z m z AA SIGN PAGE IN LANDSCAPE REA O J W N. TS. Q U W C)0 � 0 z Ln � f► -; o U •""� .■ 12"MIN. O.D. 12"MIN I m r.. 110 MMA 10 MMAI UNDISTURBED LLJ W EARTH ORpaintw COMPACTED Q FILL FINAL BACKFILL /1Irdvr4., DATE I "' 0111,1111111ft Um 02/07/2017 I 04/19/2018: CITY COMMENTS clip i ilk I�4 NG - SEE NOTE 7 CLASS 1A STONE HDPE PIPE SMALLER THAN 601)0 REVISIONS N.T.S. GENERAL NOTES 1. BEDDING SHALL BE CLASS I -A WORKED BY 01 HAND. IF GROUNDWATER IS ANTICIPATED, 4. ALL MATERIALS SHALL BE INSTALLED IN ` �v LIFTS THEN BEDDING SHALL BE CLASS i-B WITH ASTM "DMAXIMUM 8L698OOSE CLASSNIII AAND RIV ACE ` Q• •4� C �% COMPACTED TO 85% STANDARD PROCTOR. MATERIALS SHALL BE COMPACTED NEAR o. 60088 ; N OPTIMUM MOISTURE CONTENT. O 2. FINAL BACKFILL SHALL BE CLASS I, II, OR 5. FILL SALVAGED FROM EXCAVATION SHALL BE •O L� III COMPACTED AS NOTED IN NOTES 3. AND 4. FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". SATE OF 3. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321-LATEST EDITION. 6. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SUPPORTED EN COMPLIANCDE WITH OSHA OR SE eis„p'NA qE`�\��,� REGULATIONS AND LOCAL ORDINANCES. (SEE I ►� SPECIFICATIONS) 7. PIPE BEDDING TO EXTEND UP AROUND THE PIPE TO 1/3 THE OUTSIDE PIPE DIAMETER, FOR ALL PIPES EXCEPT HDPE, WHICH REQUIRES THE BEDDING BE PROVIDED TO THE CROWN OF THE PIPE. DRAWN BY: AS `NECKED BY: DG PROJECT MANAGER: DG JOB #: 16002627 FILE CODE: ## SHEET NO. C7� r a I A G 1A MBE I. h.: USE VALLEY GUTTER GRATE INLET (SEE DETAIL THIS SHEET) GRADE RINGS OR BRICK COURSES AS REQ'D. OR ALLOWED BY JURISDICTION FOR GRADE ADJUSTMENT. HORIZONTAL CONTROL POINT Q OF STRUCTURE 4 Q0 01111TAWIr �'r 11 COMPRESSIVE: 4000 PSI @ 28 DAYS LOADING: AASHTO HS-20 TRAFFIC LOADING STRUCTURE DESIGN TO CONFORM WITH PRECAST REINFORCED CONCRETE MANHOLE SECTIONS A.S.T.M. DESIGNATION C478. REINFORCEMENT- COMPLIES WITH ASTM A-615 GRADE 60, AND/OR A.S.T.M A185 BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS. SITE PREPARATION.• THE STRUCTURE SHALL BE PLACED ON A COMPACTED GRANULAR BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES. WATER TABLE.• BASE DESIGN ON 2'0" BELOW GRADE SEE GEOTECHNICAL REPORT PROVIDED BY OWNER PRIOR TO MANUFACTURE DESIGN STEPS.' COPOLYMER POLYPROPYLENE PLASTIC 1/2" GRADE 60 STEEL REINFORCEMENT HT. DIAMETER DEPTH ar7,, DIAMETER DEPTH DIAMETER DEPTH 20' 9' 2.75' � 7.5' 3.25' 6' 4.00' s 18, 9' 2,50' z 7.5` 3.00' 6' 3,50' 16' 9' 2.25's 7.5' 2.67' 6 3.25' _ 14' 9' 2.00' 7.5' 2.25' t 6' 2.75' 0, 12' 9' 1.75' 7 5' 2.00' 6' 2.50' 10, 9' 1.50, 7.5' 1.75' Sr 6' 2.00' 8' 9' 1.25' 7.5' 1.33' 6' 1.67' IN ' 6` 9' 1.00, x„ 7.5' 1,00, - 6' 1.25' 4' 9' 0.83' 7.5' 0.83' 6' 0.83' 0,83' 6' 1 0,83' 2' 9' 0.83' '' 7.5' P A PRECAST STOR' MANHOLA (USE L %..rti SUPPLIER) iS 61/4 7 k f 4 }�-- 1,414--�7 21 3A -� �--i She BATE LOAD III tdiU l BEFi aT1 SIG AREA 6147 HU'afY,Gltiyf 135. GUTTER INLET GRATE DETAIL (OR ACCEPTABLE ALTERNATE) 4" FEMALE THREADED X 4" SLIP COUPLING W/4" MALE THREADED CAP TOP MUST NOT EXTEND ABOVE OUTER CONCRETE SPILL EDGE PER TITLE 25, 2245(d) 2.5" PAD ELEVATION PER S1, TYP 4" LATERAL"-\ 18"X18" SPILL SHIELD AT 2% MIN SLOPE WITH SMOOTH FINISH -FORM IN FIELD DEPTH VARIES PVC SEWER SEWER HOOK-UP DETAIL NOT TO SCALE 3/4" HOSE BIBB WITH BACKFLOW DEVICE (TYP) 3/4" GALVANIZED NIPPLE a' METER PER CITY - STANDARDS (ONE PER LOT) 3/4" GALVANIZED PIPE SEE NOTE 2 -/ FEMALE ADAPTOR AND 2" GALVANIZED NIPPLE 4"X4"X4' REDWOOD POST (ONE PER LOT) 3/4" BRASS TEE 3/4" THREADED BALL VALVE 1" STRAPS (TYP) I I LENGTH VARIES. FIELD THREAD AS REQUIRED l l I SFEMALE ADAPTOR AND 2" GALVANIZED U.O.N. NIPPLE CORP. STOP SEE NOTE 2 (FORD BRASS) FINISHED GRADE PER PLAN - 2"X2"X3/4" 2" SCH40 PVC 12" MIN COVER GALVANIZED PIPE TO ALL OTHER TEE UTILITIES WATER HOOK-UP DETAIL APPROVALS room Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SEE NOTE 1 NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT Q 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC _I J W Na Of_ ,%boll gao Yam Q DIMENSIONS AND QUANTITIES 0 See General Note No. 5. See Sheet 5 For 3" Slab Quantities ■ Values ehown for eeflrm*ig pipe qu arMee and are for htormntlon or y, D X A B C E F G H ■ M N 5Y2" CONCRETE SLAB (CYO SODDING (SY) -, Single Double _•_••._ Triple Quad. Single Double Triple Quad. Single Double Triple Quad. Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe Pipe 1:2 Slope 1:4 Slope 15" 2'-7" 1.92' 2.18' 4.10' 2.06' 5' 1.22' 2.9' 4.63' 7.21' 9.79' 12.37' 1.19' 0.38 0.58 0.77 0.96 21 24 27 30 18" 2'-10" 1.97' 2.74' 1 4.71' 2.56' 6' 1.41' 3.4' 4.92' 7.75' 10.58' 13.42' 1.21' 0.44 0.65 0.87 1.09 22 25 28 31 24" 3'-5" 2.06' 185' 5.91' 3.56' 7' 1.73' 3.4' 5.50' 8,92' 12.33' 15.75' 1.25' 0.54 0.83 1.12 1.42 24 28 32 35 30" 4'-3" 2.15' 4.95' 7.10' 4.56' 8' 2.00' 3.4' 6.08' 10.33' 14.58' 18.83' 1.29' 0.66 1.09 1.50 1.91 26 31 35 40 36" 5'-1" 2.25' 6.08' 8.33' 5.56' 9' 2.24' 3.4' 6.67' 11.75' 16.83' 21.92' 1.3S 0.81 1.38 1.95 2.51 28 34 39 45 42" 6'-0" 2.34' 7.21' 9.55' 6.56' 10' 2.45' 3.4' 7.25' 13.25' 19.25' 25.25' 1.38' 0.97 1.70 2.45 3.19 30 37 43 50 48" 6'-9" 2.43 8.33' 10.76' 7.56' 11' 2.65' 3.4' 7.83' 14.58' 21.33' 28.08' 1.42' 1.13 2.04 2.93 3.84 32 39 47 54 54" 1 7'-8" 2.52' 9.44' 11.96' 8.56' 12' 2.83' 3.4' 8. 42' 16.08' 23.75' 31.42' 1.46' 1.31 2.44 3.58 4.72 1 34 42 51 59 60" 8'-6" 2.62' 10.56' 13.18' 9.56' 14' 3.00' 4.4' 9.00' 17.50' 26.00' 34.50' 1.50' 1.51 2.89 4.28 5.68 36 45 55 64 66" 9'-2" 2.71' 11.68' 14.39' 10.56' 15' 3.18' 4.4' 9.58' 18.75' 27.92' 37.08' 1.54' 1.68 3.25 4.84 6.43 38 48 58 68 72" 10'-0" 2.80' 12.80' 15.60' 11.56' 16' 3.30' 4.4' 10.16' 20.16' 30.16' 40.16' 1.58' 1.89 3.74 5.59 7.45 40 51 62 73 15" 2'-7" 2.27' 4.09' 6.36' 4.03' 8' 1.22' 4.0' 4.63' 7.21' 9.79' 12.37' 1.19' 0.57 0.87 1.15 1 1.44 23 26 29 32 B E 6.42' 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. 10.40' 10.10' Dimensions permitted to allow use of 12' standard pipe lengths. ❑ CI Concrete slab shall be deepened to form bridge across crown of pipe. See section below. 18" 2'-10" 2.36' 5.12' 7.48' 5.03' 9' 1.41' 4.0' 4.92' 7.75' 10.58' 13.42' 1.21' 0.66 0.99 1.31 1.65 25 28 31 35 24" 3'-5" 2.53' 7.18' ? 9.71' 7.03' ? 11' 1.73' 4.0' 5.50' 8.92' 12.33' 15.75' 1.25' 0.85 1.30 1.75 2.20 28 32 36 40 30" 4'-3" 2.70' 9.25' 11.95' 9.03' 13' 2.00' 4.0' 6.08' 10.33' 14.58' 18.83' 1.29' 1.10 1.74 2.39 3.05 31 36 41 46 36" 5' 1" 2.87' 1.31' ? 14.18' 1.03' ? 15' 2.24' 4.0' 6.67' 11.75' 16.83' 21.92' 1.33' 1.32 2.21 3.08 3.96 34 40 46 52 42" 6'-0" 3.05' 13.37' 16.42' 13.03' 17' 2.45' 4.0' 7.25' 13.25' 19.25' 25.25' 1.38' 1.58 2.76 3.91 5.09 38 44 51 58 48" 6'-9" 3.22' 15.43' 18.65' 15.03' 19' 2.65' 4.0' 7.83' 14.58' 21.33' 28.08' 1.42' 1.85 3.30 4.73 6.17 41 48 56 63 54" 7'-8" 3.39' 17.49' 20.88' 17.03' 21' 2.83' 4.0' 8.42' 16.08' 23.75' 31.42' 1.46' 2.14 3.95 5.77 7.58 44 52 61 69 60" 8'-6" 3.56 19.55' 23.11' 19.03' 23' 3.00 4.0' 9.00' 17.50' 26.00' 34.50' 1.50' 2.45 4.66 6.87 9.07 47 56 66 75 66" 9'-2" 3.73' 21.62' 25.35' 21.03' 25' 1 3.18' 4.0' 9.58' 18.75' 27.92' 37.08' 1 1.54 2.88 5.54 8.18 10.84 49 59 69 80 72" 10'-0" 3.91 23.68 27.59' 23.03' 27' 1 3.30' 4.0' 10.16' 20.16' 30.16' 1 40.16' 1 1.58' 3.54 6.61 9.87 13.13 52 63 74 85 N � J w r- m J LL O LU I w J In _j i I- D Z C2 a > O N w = a O zz Q N O0 O Q � V Lr)LU L/) m In X w Z w_ Q z v l/) :D d _L w N a z p U V) 0 J Q III iU ' 1' Beveled Or Round corners _- - 1 " Beveled Or Round Corners 2 `n �S• ` \/ \ �/� DATE 02/07/2017 /V % 04/19/2018: CITY COMMENTS JID > _0 0o a� 3 Q o 3 Q \ / :2 x Concrete Slab, 3' Or 5Y2 ThidQ REVISIONS Redorced With WWF exe-WI.4xWi.4 -8od Lo \Cll1t 1111 { tl l///// 5' TOP -.VIEW SINGLE PIPE _ � .�RT�''''��, S/cpe Vori Sod `�� Qi/ i1 f o Genero/ es See `Slope: 1:4 Miter: To I Pipe For Pipes 18" And Smaller. / G�, 40* ;P + o �i'o Notes Nos A Loc. Ref. 1:2 For Pipes 24" And Larger. LL� \ NO 6t1088 v 3&4 C//� Deepen Arwrid Otrteide 1:2 Miter: To i Pipe For Pipes 18" And Smaller. - CD Edge Of Pipe For 5Y2 1 4 or B 1:1 For Pipes 24" And Larger. Concrete Slab, 3' Or M2 Thicl� 1' 2 Rehtorced With WWF exill4XNA TATE OF 4� e �'�.,� FS F, Rt3��.Q 2�''GN :N LL 1, concrete Connect or.�deatche�ra <Xe� TOP -VIEW MULTIPLE PIPE ''�S/�1NIA`uc`0a.l U �o �3addle a c° NOTE: See sheet 6 for details and notes. z 2' 1 1 Not < Than D iu No Pipe Joint Permitted #4 Bar 6" 5' Sod Unless Approved By The Engineer H ■ E DRAWN BY: AS Paid For As F Pie To Be Included Under Unit CHECKED BY: DG Pipe Culvert Price For Mitered End Section) PROJECT MANAGER: DG SECTION JOB #: 16002627 MITERED FIFE) FILE CODE: ## PER FDO T INDEX 272 SHEET NO. C /7 O2 i �r CIO, 'y n i C'R 7 S S7' IS' 1` � 13 Ltd lt} 41 5�� Olin-d L b r ° 5 Ci Sr ,,s S0t°io z e41-6 51 `S/ I_Y n2 ? q� e ds�� .b�``'•3 4j f �J. tic f��r� • I SIDEWALK WIDTH VARIES (SEE PLAN VIEW) 1/2"R (TYP.) SCORE WITH STIFF- 6" 2" PROPOSED BRISTLED BROOM (TYP.) (TYP)4" TOP MOUNTED FINISHED PERPENDICULAR TO SLOPE 1/4" FT./FT. AND PAINTED TRAFFIC BUILDING TRAFFIC TOWARD STREET 4" (TYP,) 6" WHITE OR YELLOW (TYP.) 1 "MINIMUM CONCRETE °° ° PROPOSED °° ooao�ge�8 ��''veo�oo�vaovo. ^e SLOPE TO DRAIN ° _T_ PAVING 8"SCHEDULE 40 JOINT SHALL BE EXPANSION JOINT STEEL PIPE FOR TOOLED JOINT 4"AGGREGATE BASE 2"(7YP.) SINGLE POSTS OR SAWED JOINT COURSE COMPACTED TO 8" 98% STD. PROCTOR (TYP.) (TYP.) 6"SCHEDULE40 0 1/2'R (TYP. AT TURN DOWN STEEL POSTS TOOLED JOINT) JOINT SEALANT SECTION A -A SIDEWALK OR WHEN IN GROUPS 1/4 OF (SEE SPECIFICATIONS) PAINTED TRAFFIC SIDEWALK DEPTH CONCRETE CURB WHITE OR YELLOW AND GUTTER NOTES. PAVEMENT OR 'FAVEMENT OR ° pD FINISHED GRADE FINISHED GRADE °p 1. REINFORCEMENT WILL BE No. 3 BARS 24" O.C. EACH WAY (MAX. SPACING), OR 6 X 6 -W1.4 X W1.4 WWF CONCRETE TO BE 4", 3000 P.S.I. P.C. CONCRETE. FILL POST 2. TOOLED CONTRACTION JOINT IN FRESH CONCRETE TO BE GROOVED JOINT 1/4 OF WITH CONCRETE CONTRACTION JOINT CONCRETE DEPTH MIN. WITH 112" MIN. RADIUS ON EXPOSED EDGES. SLOPE TO DRAIN 3000 PSI CONCRETE MINIMUM TYPICAL 1/4'R (TYP.) 3. SAWED CONTRACTION JOINT TO BE 1/4 OF CONCRETE DEPTH MIN. AND FILLED WITH CONTINUOUS LENGTHS OF JOINT SEALANT AS SPECIFIED IN SECTION 02520-2.01 OF THE SPECIFICATIONS. .e D D 4. PATHFINDER DETECTABLE WARNING SURFACE AVAILABLE FROM CARSONITE 1' 6" o• INTERNATIONAL, CARSON CITY, NV (800) 648-7974 3' WIDE - DOT 12N12"x1/4" OVERLAY, DIAMETER OR EQUAL. 1/4" (TYP.) SEE SPECS. EXPANSION JOINT ARD -Fop� SIDEWALK BUILDING it S6D N.T.S. S3C N T.S. 30" SIG :S41:] N. T.S. 11>6 ZV 'SfG1 Varies (12-6%' Shown, 0 2' Detectable Warning I4" When Located Along Type 'F' Curti And Gutter Ramp Varies Pavement Relief jj (7-4I4" Std.) 4' (Min.) See Detail Below 1 (Not Required To n my Exceed B' In Length) La0.02 I• Varies maxj Varies Asphalt Pavement I Ffnai Rotted Surface Ramp �p � f f�� S% max. vJ � Ix �` CR C} ITT© max✓ Relieved Pavement 'S',I' I'ri;2 + _✓{ y °f CT Remove Elevated Pavement By Spading And Rolling: � ep rr� Smooth Milling; or, Grinding SECTION PAVEMENT RELIEF AT LIP OF CURB •S DIMENSIONAL FEATURES FOR PUBLIC SIDEWALK CURES RAMPS WHERE RAMP AND LANDING DEPTH ARE NOT RESTRICTED BY RIGHT OF WAY LAST IZI DESCRIPTION: F � A SECTION THROUGH RAMP RUN AND LANDINGS WITH UPPER LANDING AT NORMAL -SIDEWALK ELEVATION For BACK OF SIDEWALK CURB OR BUFFER TRANSITION And For RAMP AND SIDEWALK CURB OPTIONS See Sheet 4. PUBLIC SIDEWALK CURB RAMPS l INDEX SHEET NO. NO_ .304 2 ORE'M M ®i 2 S.3dfi 2fi 5 3 323 I A5 �_ a i 2 _ 5d i6 .. .....�. t 93 3S 5 � T#� z .. N D ...... R S ..„ .. T 1I v 3 �..G 3aepag2ipernadsign. U f" t7 92 i R G tL Dww, CFfi FRS., ��sENc, =sip BAptGgf}iIND HL , ARROW voi ,V s RiETftOREFL:CCf1 - 1-3fi, STOP BAR WHITE REFLECTIVE — TRAFFIC PAINT (TYP.) 24" —I NOTE: REFER TO SITE WORK SPECIFICATIONS FOR FURTHER INFORMATION. STOP BA IN-7" S5AA N.T.S. Y J Q OLn W 0 J cr� N— U o� w O0 SURFACE i%il f��1Z��l-�0_4 %2*f �il12��IR��S24%_�Z�1�i�1 2-#4 RODS THROUGH WHEELSTOP & PAVEMENT, MINIMUM 18" LONG. BRE—CAS"T CR WHEELSTOP S11C N.TS. L3A TACK COATA T THE RATE OF 0.05 GALLONS PER SQ. YD. 2"ASPHALT OVERLAY 2'-0" 2"MIN. 2"' MIN. 4 id `: a • " :' EXISTING PAVEMENT OR EDGE OF EXISTING GUTTER MILL PAVEMENT. FEATHER MILLING TO PROVIDE FOR 2" MIN. DEPTH OF NEW A. CC LA W T TI MATERIAL OVERLAY AT CURB R WALKWA I It N. T.S. N. T.S. S2E APPROVALS 7WKnow what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK OF PERSONS ENGAGED IN THE WORK OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC Wems gao a Q w= J r-1 � m J u- N 0 W V) W J N J C� N —I Z 0 Q > _j >- c=i� oWC a p Z <C N 0 O J U I1 N rn N w Z W >_ Q �1 z m z Ln LU U) O Q U U Z Q N O 10 U DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS k4l'\:t0ISER'T `%i �Z1FlC'•T G N . 60088 P. .• TATE NA DRAWN BY: AS CHECKED BY: DG PROJECT MANAGER: DG JOB #: 16002627 FILE CODE: ## SHEET NO. C703 0 0 0 U n N N O 0 10 ui LL U --2-1 1/3" 80, WOOD MST,:-6' U.C. (MAX.).: _ FILTE'R FABRIC, SILT IzENCR" BAGKFILL SEDIMANTLAID. CROUiN[. RUN'-' ` 6i'eUUtap yz..�.�..>�u..;�. W RA E SILT ' ,'N > DJ19-:IN iA, ON CONTROL. F D,O.T. INDEX .#TD2, FILTER FASRIG.fN ACCOPOANCE 4YCT'IT. NOTES: SEC1TCiN 9B5 OF THE F.D3 O!t STANDARD ,SPECIFfGkR O & 1. TEMPORARY EROSION CONTROL STPUCTIAE TO BE UTILRED OU21NG CONSTRUCTiON AT AREAS DESIGNATED BY ENGINEER OR AREAS ON -SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS: EROSION CONTROL, ATRU'GTURE MAY BE REM OVE6 AFTER UPSLOF'E, AREA HAS BEEN STABILIZED BY SOD, OR C'6 AGTM AS DETFRMiNEO BY CONTRACTOR: 2, CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BALDING OR ROAD CONSTIRUCTiON4 IS STARTED, a.)PROTECT SYSTEM MOM SILTING AND DEBRIS BY METHOID.S. PROVIDED IN DETAILS. b.)PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL SILT DEPOSITS DURING CONSTRUCTION. -THIS "$HALO, BE DONE BEFORE SOD ifs SEEDING,& MULCHING IS FINISHED ER SI- N' RHSTRUCTURE O O CQ►RT� _ NOT TO SCALE E THE FO LOMI0 L T REPRESENTS A:,BASt EROSION AND ENT CON O : PROGRAM: V� tI H 1S TO BE i} x E D O HELP L .. I a RE Iw, O E A SEDIMENT TR. L , � _ ICE. AHEhI�IIW T 4 PREVENT OFF -SITE SEDIMENTATION DURING, AND AFTER 004STRUCTI A`>i OF THE PROJECT: PERMANENT ERO-SION ANTSEDI ENCONT4QLM ASURESSHALLEE NS AIL:E.. D AT THE E i1EA�T. PRACTICAL TAE CCN S S NT WITH GOOD CONSTRUCTION PRACTICES. ONE F THE FIRST C ONSTRUM- ON ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT AND TEMPORARY EROSION. AND SEDIMENT O. 9 MEASURES AROUND THE PERIMETER OF PROJECT INITIAL WORK tR SIC ..ETC fA.E EI21M ielE EC 'CDR T; IE L AREA TO PROTECT THE PRO ECT. ADJACENT PROPERTIES AND WATER RESOiJRGES; TEMPORARY EROSION AND SEDIMENT CONTROL. MEASURES SHALL BE C06RDINAT 9 Willi P 3AAi3ENT MEASQRES TO ASSURE ECONOMICAL, EFECTVEAND CONTINUOUS CONTFZQTHROUGHOUT THE CONSTR:1C"ON FHASE. TEMPORARY- MEASURES SHALL NDT.. : TE: CONS- tfCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASVRES:-: FROS40N AND SEDIMENT CONTROL MEASUAEa SHALL K. ADEQUATELY MAINTAINED TQ PFRFd}RM, THEIR INTENDED FUNCTION DURINd CONSTRUCTION OF THE PRQoECT: NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT Or BARRIERS SHALL BE ACCOMPLISHED PROMPTLY SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL .THEY MUST BE REMOVED WHEN THE LEVEL, OF DEPOSITION REACHES APPROXIMATELY dNE-HALF THE 14EIG14T OF THE BARRIER.: IM :A NCO i O ' ',.' MATERIAL. FROM ENT. TRAPS SHALL T.BE ST CKPLED3 i# L?i•�POS D,RSf IN A Hr1i�N R S'r"rl9CH MAKES THEM R AiiILT' L 4 In AIE E E SUSCEPTIBLE TO BONG WASHED INTO ANY WATER R BY RUNOF HIGH WATER. _ I' N. CC?U SiL RU . SI OR v ANY SEDIMENT DEPOSITS REMAINING IN PLACE, AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE 09ESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. F ': MIN SIDE. "SLOPE flNOkiTU'RBET$ ca p PER tOSRI EAnj (m) :. FOR SHORED POR :{OPEN REOUIREMEN'Ts; TxENCI s TRENCHES EXTENCIM:T0 TKIN AWAY (D 0 PER 09: PIPE OUTS] 9E D1AhfE.TI I ORVERTU.. CONOUPC 51� PIPE SPRING LINE OR CF.H`. TEF NE OF VERTICAL. CONDUIT SPAN NiNJkN : UR #fOR!?G1NiAi CDlOLI3T SPAN MINIMUM SIDEWALL- CLEARANCE ADDITIONAL EXCAVATION DEPTH (1) (INCHES) ,,. A JIRM, }' S (INCHES) LESS TI Mr 24 _ 12 12 2+ AND Gk%EATFJT 18 1B (I) REODIRED WHERE UNSUIFABLE MATERIAL IS ENGRODUNTF_REE a. a OPEN TRENCH MAXIM VERT .. WAD. HEIGHT PER OSHA REUUIREME1 PR E< OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN ZONE ZONE NO, 9WE MATERIAL COMPACTOR T I7NAL awl', AS VM,10 MODIFIED, PROCTOR MAxIMIAM DRY INITIAL DAM3tFILi HAUNCHING.. oENSDY'..Am WHEN UNDER PAVDAiNT) 14, FOUNDATION TRENCH WE NOTES: dFINAL BACKFILL SHALL BE INSTALLED IN LIFTS KOT EXC.IMOING 6INCHES, LOOSE MEASUREMENT, REFER TO ADDITIONAL NOTE 1 I N3 I T EXCEEDING 6 LOOM M ED ENT, LIFTS SHALL 8E COMPACTED BY HAND I� IN61AL BACKF LL $I1AU.. BE INSTALLED I L FTS NOT EOICEE N i`HCHE.e, ;zASUR ALL TAMP€ G OR AP V MEHOD O MkNAMG�TAMPING. RUE* TO. D iONAL NOTE IN ITS NOT CE£D 6 INLI LOOSE UREM LIFTS S ALL BE HA CH€NG SHALL, BE U EX PIG, t,IEAS EtTT, ALL N UN E8. _ P . : S UG UP E ll.Y.:UN S DES F THE -:RIP€:. CQht C D BY .ANO'TAMPING; HAUNt:Ofl. Ra� ^.GLINT HT 01ka BOTH 51 O A TE . H iVG H ..,G - A L € A ET Y 0 TR fDt N IN 6 INCHES L E M WENT AND... BE 4 BBDDICdG SHAI:L BE MST ,+y�. TII"iYAT LF€S NOT EXCEEDING SMALL C� id�I,a._EI, _w..�NCiillsi iIGH OF. THE. PI BY EFEP T}R MECHANICAL, T E, L FROTAERLY *aHAPEB BELL HOLES SMALL 8E T XCAVATEG IN THE ISMING TO, 06iMIT ASSEMBLY T PIPE R F R U At»fltdNAL ND E :� OF THE. PE E E T NATtVE, UNDISTURBED, MATERIAL. IN QWftxTPs Y WNAIERED TRENCHES MEETING' THE COMPACTION AND MAMRIAL RMPREMEW78 FOR t�NAPACT±`,D NOT R EXCEPT F SHAPING. OF 7 : -. AND RE RE U BE�OIND WATER ,NEfBO U BE REPLACED U REWORKED, E EITf FOR. !� BELL HOLES WHERE REFILL NS Q IiiED. FOUNDATION SLALL BEREJfl1RD WME IYSlsTABLE M_ATERIAL IS ENCOUNMRE01 POUNT4TION $HALi 13 IN ACCORDANCE WITH THE ' G€LIREMI7Ni"s OR 9EbDIt 0, R£FER TO A9NTiUNAL NC7D 3. RE E ADDITIONAL NOTES: T. FOR TRENcE'S 4I'9::' CUt,AR Tziiir'IC' AREAS OR BtNEATH SURFACE IMPR(MEMIENTS (Eau, SLABS, ASPHALT, ETC) SEE CONT•RACT''SPECArATIONS FOR - ADDITIONAL: CLT, ACTION REQUIREMENMSEE DRNMNGS FOR- SURFACE WPRO:VT;fEI4T AND. /OR RESTORATION OUXL5. WHERE APPLICABLE, 2. TRACINGWNRE SPIN I Bk INSTAL I EO' it#I 7 SIDE OF' }iE:'PIPE AND ATTACHED `TO THE PPE EVERY IV W1 A iNYLON WIRE TIE> IF THE .4VIRC IS DAAIAGEO OR NEEDS TO BE .EXTENOED A 3M WATT RPIV0 T'tP LIP SF UCE 'SHALT. BE INSTALLED TO REPAIR THE WRE. THE ENDS OF TILE TR 9G MIRE SHALL BE ARUUfif T UP N3 ,VE BOX ON Tw. LINE AND AT THE HYDRANT VtA,VFS THERE SHALL BE A MINIMULI COIL. OF 3' LEFT ISAi15ER THE VALVE BOX COVER:,, THE: WIRE SHALL T STED TO: VERNF(.CI?NDT,I(;fIVfT'(„ T. N LOOSE' M U AC - i :, T 4:�;. DE 1 T C L 3 T THICIEI4ESS£S Q 1 INCHES O £ CEFF LE N iREN?u!i ZOtHES 2 ATti3 5 8T H FI' AL RNATIVE LEFT _ , N70 INC. Ek5 PELIEATF, ARE At3 PROM _. ,. 3 . ,., ) THICKNt:SS Di�S NOT #£EEI'THE MaaC,aVUMI, VALiIE acOMMENDEk} LH s4lil:tt3f.`. BY THE APPEIOak3l.E Par�E' I.tAtdUE'AiTURL"R ApyC3 2) FL6N1S TFSY i$ESTJL'f5 GDNPIRM THAT THE SPECIFIED COMPACTION' REOUT EMENTS ARE BEING MET: VALVE 4' QOMPAGFTE fOOT ` -WIDTH OF EBEDQI,NG EQUALS LAYING WIDTH OF VALVE +12"' (fa" BEYOND EA SIDE). NIQTES: I, EXTENSION OF VALVE BOX SHALL: BE SET SO AS TO AESER'VE I/2 OF THE ADJUgMENT LENGTH FOR FUTURE USE, 2 VALVE STEM EX EN50N(S) REQ'D TO MAIRTAN.T DEPTH, TO OPERATING NUT ON DEPRESSED MAIN . 136" OR MORE COVER. GATE VALVE BOX NTS Ce fP3RAA 1 cm, ?.W W, A i �'f k EiR: t, ° Y 4PTRs a {,F4lt`P�i`i's 9 Fai$ABCw:yf�{td: dA'Yx'xR. � 6F.P '# - NBdt1 HtIRIZ'ONT'A"1LS RA'nON EXISTING %MLM .......... ..... ..,. ............................. ..... ,rerz� _.tease* h I'i�Yi.S�Y<�� [">�:.. R"'-'3`LI:'3� i"U'•v;i.ii=., 3-4 jxi 3^-9'j9„'6 T �' [ ;�Rr�xlrs�vD�€• ,�eD` r'-�': t - I a � s a E �: i {E x•,- . � •...xT N _s.. _. z E < e (( {Zl:#fi .kT'-,+ ?.ai4_ ,;f%: '$ 4TidaA M„i1" $'. $° SCik.y�.,>'o-£,% :Liz WS gW: W Tw--g--itTfiA`xt- €,k,,'A L"si„% E'u4V VALVE PAD L CITY OF ZEPHYRHILLS: ME'iEER BOX ;r CAm-LOCK FEMALE SEE EXHIBIT W-17 ADAPTM & DUST CAP I I �� ,/ I ?//� VALUE BOX �. � zf CONIPAOTED SOIL AS PER SPECS. 4 INCH GATE VALVE; RESILIENT SEAT W/2 INCH SQUARE NUT &: EXTENSION STEM. SEE EXHIFAT W-3: THREADED 2 INCH BRASS/SS 99 ELBOW 2 INCH BRASSfSS WATER MAIN REDUCER AS REQ'D TAPPED PLUG I - (RESTRAINED) (RESTRAINED) N L ALL BRASS/VA1NL ESSS PIPE AND FTFTTN; S SHALL. BE THREADED SCH. 40. 2, CAM LOCK MALE ADAPTER•& DUST CAP SHALL BE ALUMINUM/THREAOED I ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE :FIELD. 4, DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET SLOW -OFF :ASSEMBLY PLUMB. BLOWOFF ASSEMBLY NTS CITY OF ZEPHYRHILLS DECEMBER 2016 STANDARD SETA LS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLB, FLORIDA 335dti:. W PHONE (613)780-0029 FAX (Bi3)780 061J � --GORPORATiON STOP (FORD BRASS) SERVICE LINE, SEE PLAN FOR. SILE'AND MATER� T? PE FLORA! ADAPTER AS REQUIRED WATER SiZE OF SERVICE SADDLE OUTLET, CORPORATION STOP, ADAPTERS, ETC. SHALL BE THE SAME AS THE SERVICE UNE SIZE UNLESS NOTED OTHERWISE.. POLY SERVICE LINES SHALL HAVE PLASTIC INSERTS SERVICE TAP WS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLs - FLORIDA 33542 W-9 P't (813)780-0029 FAX (813)''f$0-INi1S 9 UNWSTU m W eARnI aEARI+c AITEA EARTH AREA #EzNDS PLAN TEE PLAN y CROSS PLAN z THRUST BLOCK-Gtlt}UEN4F`SURFACE j.Pit tiu � okm BEM AREA, t K MIN ILLUSTRATIVE'SECTIQ14 Bi os; iN SECTION REACTION:BLOCK€ NOTES A. BASED ON;150 PSI flRE53lRE.k ISM PSF SOL REARING VM.IIE. 2.0 SAFETY FACTO?. WAM TABLE BELOW THE THRUST' BOCK. VO#Mk BLOCK FACE, AND A LONOM TNICxNms or is INCIM B. BEARING AREAS FOR, PLUGS SWSL BETE SME AS FOR TEES.. G, FORM REALOON FLACKS TO KEEP CONCRUE CLEAROF. JOINIS AND BOLTS. b. REQUItEG`IREACTION. BLOCK HEARING, AREA SHALL BE PLACED AGAINST UNDISTURIO 011BRL4. WERE TRENCH WALL OYES BEEN iHST'URBEID. VC-AVAM ALL L06SE 6A ItR AL AND FJSIEND REACTION BLOCK TO VNDWM D MATUML E. PLACE PRESSURE TREMED WOW WARDS IN FRONT OF PLUG, AT TEE. CRM OR. ENB OF PIPE BUM MIRING COMMM R£ACRONBLOM F- BABA: +LL. cmw ENBRELY OF CLEAN $AND AND ROM FRWAVM. AW i1M 000UNnRIED SNAIL BE RBfM.M MM BACKFGL COMPACTED TO 0 % MOMMO Moe" --i#AiliAlL.i wr BLnSR`r, AMM Dt557;.... _.... Q NOT USED, H. COWMACMR SHALL NNE FLORIDA LwENSED ;?RCFUSION& OM43M VERIFY ALL THE RM-11ON BLOCK SIiES:SkMW N THE TABLE ABOVE.ARE, ADEALM FOR ALL, VATI1'IIG SOT. CONDITIONS ON 7TiC :COT, TIZ ROICTDRS IIADINE SHALL' A SKSVEO AND PlRl1J COME PR3DAW INDI:ED STr1F THEE 1TL8T ALL. REV, P Ot! BLOCKS 4DIGI WHCHVIERR ACCOR STR 1IGE Tiff WR4CtETA S ('T FOR TAIGA: ABGVE' OR Ili WITH THE � t>F THE CtlNTRACiCzk'S F*ROFF,SSOtlAl. ENGIP R,. WF9Ci�VBR:. ATE MtH2E STRRNGFSff. CONFRACTOR'S COSf i�R MEETING THESE REQt3LHEMEIa45 SHALL B NCA.ilOFT1 N TtIR BID. TYPICAL REACTION BLOCK (THRUST BLOCK) DETAILS _ RTS.. CRT%" OF ZEPHYRHILLS'. D CEMBER2015 SHAD nARD DETAILS CITY Of aPHYRHILLS UTILITY DEPARTMENT' 39826 ALSTf,IN AVENUE ZEPHYRHILLS, FLORIDA 33642 G - 6A PHONE (813)780,0029 FAX (813)760-0813 'sue ■■eE«��It��ss�l�'s€1lwf c ':•iiil6tRRl�•�II�LS!t.'.5'J��3•di��Ri�•iFiO..�'+�� .S.YMC. Ash TYt>iCAL SINGLE' SERVICE 1 INCH PE TUBING (NEAR SIG0 3 INCH PVC OR HDPE oY: T INCHPE LUNG aI SLEEVE (BLUE) R/W SIDEWALK /,�• -'-:®.. . ..-.. »:. � . ®. � . _ , � `,, . ,_.: _.. ,-..::®. ® _ , ®. . -'•WATER - LUPIN SERVICE SLE Ak 2NICIR PVC OR HOPESLEEVE, 1, Ci ti 2-1 P.E. SERVICEI INCH PE STORM LINE (FAR SI j ICE EWES (FAR SSE) STRUCTURE SiI)£W#LK TYPICAL SINGLE d i SERVICE i TYPICAL. DUAL SERVILE: SHALL,BE USE TWO (2 GLE'SERVICES 'W14EN (FAR SSE) CONFIGURED AS 2 INOW SERVICES IN SiPARATTLB STORM STRUCTURES SEPARATE :SLEEVES. METER TO BE BETWEEN 4 F'G & s FT STAKE TO ;SHOW END LOCATION TYP': TWO FROM BACK OF CURE, PLACES (MARK TOP OF CURB WHERE S FT PPLII ABW (RECORD STATIONING ON AS-IHUILT MIN. ,,' ROADWAY 3 4 CURB S/W C fSOLATTGN VALVE BLUE HDPE OR PVC SLEEVE W/SOLWNT WELD JOINTS (MINIMUM 3 FT COVER) WATER DISTRIBUTION MAIN NOTE_., - CORP. STOP (BY FORD BRASS) 1, SLEEVE SMALL BE SdENDED 24:INCH PAST ANY PAVED SURFACE WITHIN DEDICATED R/W. 2. EACH SERVICE SHALL TERMINATE AT.A LOCKABLE CORP. STOP 81"LL 8E BURIED APPROXWTELY 6 14CHM BELOW FINAL GRADE ANDSHALL BE CL•Ee++R .Y MARgdD WITH A 2 INCH x 2 04CH x 18 INCH SLAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT(S) .NUMBER SERVED. THE CORP. STOP SHALL BE BY FORD BRASS. 3. STAIIOMNG. NOT REQUI LED IF ,SERVICE IS LOCATED ON LOT LdW - 4 18 INCH MIN. SPACING BETWEEN SERVICE TAPS ON WATER NAM SHALL BE MAINTAINED. 5. A WAR SIDE DUAL SERVCIE CONNECTION SERVIGNG MORE THAN ONE RESIDENCE IS ONLY ALLOWED WHERE RECIINIIED WATER SERVICE IS AVAIABtE 6 SEAL 00 OF CASING SHIAR TO EXHM G-7. RESIDENTIAL SINGLE METER SERVICE (NEAR AND FAR SIDE NTS CITY'` OF ZEPH RHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 30826 ALSTON AVENUE ZEPHYi2fHILL.S, FLOFUDA 33542 Wm9A PHONE013)780.0029 FAX (813)7S0-"13 R�NOEIS t1siT>rt _ _._.._avaa .+u: :rv6�rA>aaye cixt mat+�:s:;�s>�e"i�'wraAvw"vei A,6 x= f:dDaa<..raE ce, ss:uem. Ax r>s3 �maxea cai!ta xx ems wm •ac. Nab'sn.%aps Qe.atal,:1,:'t:s. �;:.;. uzs.n+ gwc :,n mrs « x=;a:;:: y ,. rz [. wcc mtA ;AR., t+ IE� xs sA asTSsaf: ... 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B%w 9.ffiAx"x, `fA>PY,'i,}L2A'Nt I St%.>'#fdHO: STANDARD DETAILS iK=XAYPC >a3 2fi. &��Lid'NYs fi'L�'. 5u�k 4fiA 9s Yt;£ 4fAE'RM4^JI t� {I({'(tiF �4Y}�FR�e'� L�a1.'T{ D�P'A1{�T�IIi P€,�"$ wiP C�°'uAYlx„StiR IBx' 6'Vdt +., kP¢M�p. € ,A'aq'¢'i kFl fHI a: Rp •i ';tR4z, i ,,0@.A a r pt 'Ai: Girth _ Rk ,.` nNI+aFTI t4tB1 1xIflm�a•" WW ad, 9df4dY�'da d'S S6:r�xLL WlRmdsr'i!`.sa 9V,�M1. g ,< APPROVALS room Know whaYs below. L Cull before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES, NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT 0 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC IJ W V t�9 0 IEa Sad Yf^ N = ci W T-- ? J m LL LUU Cn L .-I N J i E-- Q a -� > z 0 - _ >- U (n z Li Q N O 00 LA Q ULU L�f1 N rO w Ln LU } z Q z C> G 0 CCm L LU 0 UU 0 ¢ U a 1) cr- w 0 z N �� N 7-) Q z ,n 0 0 DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS kv 0 088 STATE OF ��✓ u Ini?��``�� BRAWN BY: AS -NECKED BY: DG aROJECT MANAGER: DG OB #: 16002627 :ILE CODE: ## SHEET NO. C70 A WATER METER METER" 80X (ar- CIIY1: t W 2_ TE 1 1/4' SO NUT. F1YDIv$PdT EATf�ISION AS RETO r0a Vol, DEFFF4� ENCASE CRUSHED STONE RIO FAD• FELT OR FILTER LEAVE DRAaaI•,.1aLE�i--'-ems DF'EN ,USE 3/4" SS NE1T$ 90TH SIDES OF JOIRI ('TS"P) 3-NOZZLE- FIRE HYDRANT -1 t/e 'SO Nut (TVP PA NOZZLE): THE VALVE AND THE TEE ARE —9RFAR- AWAY FLANGE DIRECTLY CGNNM- D UNLESS VA AN". 9DR THE WATER MAIN IS LOCATED ,... mkSH'- OWE UNDER THE, ROADiAY (HN NICit CASTE: ME VALVE IS TV BE '-4 mwN LOCATED I i` FROM EOP) 3 " "'` ( WATER MAIN 6 RM.! O! (BEN) ./\— �—WASHFD 3%4* S$ KOD-z RWO (€I) dR PROVIDE RESt•"EO JbuNTS'(SEE-NOTE CRUSHED STM:MR ORAN &MP (PODIF No A. HYDRAW INSTALLATION SHALL: BE IN ACCORDWCE, WITH THE CRY'S LANi) 0tvMOPMEIt'T GODS EL 3/4` STAINLESS STEEL titJO CUY AND THREADED AS REOIUEiEi3, OR, PROVIDE RFSTR4fHEi4 diNNiS. C. FIRE HYDDRANT3 SHALL BE PiSTALLED BETWEEN 3' 46 7` PROW EDGE OF PAWNWN D; TIE RODS; NUTS. WASHERS AND OTHER FASTENERS SHALL BE GALVANIZED OR TTPE 315:'STAINLESS `STEEL is 4 1/2" PUMPER NOZZLE TO BE "PERPEN09CULAR To CENTERLINE OF MA40 S4iIEEt, F.: POE HYDRANT ASSEMBLY INCJOES ALL THAT IS SHOWN INCLUDRTG,DI PIPE': TO R/W, OF1 TEE' AT MW; HYDRANT; RENOERS,;VALVE,'.., HYMNT EMNSIONS, VALVE EKTENSIONS, ALL. PIPING AM MISCELLANEOUS APPURTENANT. RMUIRED POR A GD(uiPLEM IN5DALLATION,.. 0, FOR PRE HYDRANTS ALONG PAVED ROADWAYS, 1N5TA„L RAND =PAVEMENT MARKER FOR 'ORE H+DRANT IDER>T£FTCATE i.'MAR€tER. SHALL BE BLUE AND IN ACCORDANCE WITH FOOT 706. MARKER SHALL BE LOCATED IN THE allM OF CLOSEST LANE PERPENDICULAR TO FIRE HYDRANT. H. FIRE HYDRANT ASSEMBLIES ARE AMERICAN DARLING B-84B-5 FIRE HYDRANT DETAIL NTS 1 INCH BRANCH -VALVE ASSEMBLY IRRIGAR N A SERVICE METER FLOW RESIDENTIAL SERVICE' METERIF SECTION "A —A:' 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED (CONCRETE OR ASPHALT") 2. ALL ABOVE GROUNO PIPES AND D'^IiT'INGS SHALL BE CLASS 53D.I.P. FOR 4 INCH AND LARGER PIPE, 3. CERTIFICATION BY THE CITY'. -Of PROPER INSTALLATION AND OPERATION WILL B REmPED PRIOR TO ACCEPTANCE BY THE CITY_ 4. ALL SACKFLOW ASSEMBLIES OIL DEVICES MUST HAVE ASSE APPROVAL, IN ADDITION THE 8ACKF LDW PREVENTION DEVICE ASSEMBLY SHALL BE .A REDUCED PRESSURE DEVICE AS LISTEi3 DN THE APPROVED LIST OF"THE UNIVERSITY OF SOUTHERN. CALIFORNIA FOUNDATION FOR CROSS —CONNECTION CONTROL AND HYDRAULIC RESEARCIR. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 64--W1.401.4 WELDED WIRE FABRIC, AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 2a—DAY STRENGTH OF 3000psi. 6. SLAB WITH AND LENGTH SHALL VARY WITH ASSEMBLY, THE TOP OF.SLAB SMALL BE 2 INCHES ABOVE FINISHED GRADE:, 7. THE METER" ASSEMBLY & BOLLARDS, SHALL SE PAINTED IN ACCORDANCE WITH SSPC STANDARDS, COLOR'`TO BE CHOSEN BY THE CITY, 8. IF THE. METER ASSEMBLY IS LOCATED WITHIN . A TR.AFFIC/VEHtCLE AREA (PARKING, LOT. DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS- UP TO 2 INCHES SHALL. HAVE A .MINIMUM OF 4 TRAFFIC BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES At LARGER A, MINIMUM OF 6. TRAFFIC BOLLARDS ARE REQUIRED TEMPORARY METER NOTES. 1. THE IN -LINE VALVE IS TO REMAIN CLDSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER. DISTRIBUTION SYSTEM- 2. THE METER ASSEMBLY 15'TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE CITY "OF "ZEPHYRHILLS HEALTH DEPARTMENT AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, 13UT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS. GENERAL WATER DETER ASSEMBLY NOTES RESIDENTIAL OR COMMERCIAL DEVELOPMENT NIS • CITY OF ZEPHYRHILL ► DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 3M6 ALSTON AVENUE ZEPHYRHILLZ, FLORIDA 33542 W-16E' PHONE (813)780-0029 FAX M.1)780-0613 N 1. CAST BRONZE COMPRESSION FITTING CONNECTIONS SHALL BE USED & INSTALLED IN ACCORDANCE WITH CITY Or ZEPHRYHILLS STANDARDS. 2: USE 1 INCH DIAMETER HDPE FOR SINGLE SERVICE .1 NO SERVICE LINE SHALT, TERMINATE UNDER A DRIVEWAY'. 4' PIOD SHOWN OIL METER/'BAGKFLOW ASSEMBLY EXHIBIT.. PLAN VIEW DIMENSON SINGLE DUAL A 11-1/8 I CHES 14-5/8 INCHES 6 18INCH 16-5/8INCHE'S G 12 PDCHES" i2 LNCH6 ALL: DIMENSIONS t 1/8 INCH POTABLE WATER' DIETER BOX NTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39828 AL.STON AVENUE ZEPHYRHILL3, FLORIDA 33SQ W-17 PHONE t813)780-Wn FAX (8'13)T80-(1613 mTO WATER M TBACKFL OW PREVON ASSEMBLY CURB STOP AND VALVE 8O DEFLECT TUBING. 1 1" BLUE 'SDRB _ CORPORATION STOP SET AT POLYETHYLENE TUBE 45' W/ SERVICE SADDLE (BY FORD BRASS) WATER MAIN 1. CAST BRONZE COMPRESSION FTTUNG CONNECTIONS SFIALL. BE USED de INSTALLED IN ACCORDANCE WM4 CITY OF .ZEPHRHILLS STANDARDS.: 2. USE T INCH. DIATEMIR HOPE FOP, SINGLE SERVICE, 3, NO SERVICE LINE SHALL TERMINATE UNDER A'ORIVEWAY. 4, POD SHOWN ON ME.MR/BACKFL Wr°:: ASSEMBLY.:EXHIBIT:.. 1" WATER SERVICE INSTALLATION (FAR SIDE) NTS CITY OF ZEPHYRHILLS DECEMBI:R1 h1 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39826ALSTON AVENUE ZEPHYRHILLS, FLORIDA33642 PHONE(VII)780-0029FAX (813)780-0613 Wm F MSHRP W F'MA EASY FLOW CURV€S NON-iRIN} ON rRADE 1 ALL MUST BE COATED WITH— SEWPERCOAT INSIDE PLAN I 4=-rr "`—T,"k 1/2° PER FT. BENCH SLOPE (MIN) '(r p) INFLUENT SEWER (IYP) SEE EXHIBIT.. S:-2A AND CXHISr S-4 OF' APPLICABLE) vAREA81E -. AC6 US TENT 1020 CRETE ADJusT'NG I�NGs- Ie #Alfa, To I " MAx.). 5-19 `�1 Il i 1I'�T{ ,23OR4FT. } < O P T IN 5STt><tE (�8 TN E PREPARE �uacRAOE Tw w aCe9oxourE vmslTHE sPEaFmwT1(x6 1. 1CONNECTIO66 AND GROUTNIG IN WAAMDL.E ARE SC7EMATEC. SEE ACTUAL DMGS FOR PEE WMETERS. LOCATIONS MID POEM 2. GOAT OUTSIDE OF YRNTOLE AS S-ECnM 3. LINE WSIDE OF MANHOLE AS SPECIFIED. SECTION MANHOLE - ECCENTRIC PRECAST CONCRETE NTS APPROVALS Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT © 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC W U � � o gym a a N ci W J m J LL W O } J J }' I-- N Q > a = 0 U0 w a 0 Z Q N Ln 0 a_ V ~ Lin LA m (A w z LU Q z zm z C�C = 0 J_ G LU h- Q = p U U z N O 00 U DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS L�jz e No 60088 Ny f TE O w� DRAWN BY: AS CHECKED BY: DG PROJECT MANAGER: DG JOB #: 16002627 FILE CODE: ## SHEET NO. C705 W 0 CD CD V N 0 ui LL L W f AGH T-Oi" - WAY AS REWIRED INVERT CHANNEL. TOP CHANNEL BOTTOM (SEA DOTE) • /6 MANHOLE FILL ANNULAR SPACE" W/JtiION—SRRINK ROUT /-EFFLUENT SEWER PIPE MDE SMOOTH TRANSIAOR IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT 1E. MANHOLE = CONNECTION TO EFFLUENT ORAVITY SEWER FILL ANNULAR SPACE W/NC N--SGRINK GROUT--� INFLUENT SEWER PIPE---% GROUT PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT IE. MANHOLE - CONNECTION TO INFLUENT GRAVITY SEVER N S CA .NT WELDEIS CAP- r —CONVERT TO CLEAN --OUT UNION nNAL CONNEC71ON TO CITY 'SYSTEM ;,,—F' NAL `'."IRA 3 9 I 31,.E I��I�SI- �Ir�ITI�I� i� 4', 4" I'V( I MOO' 3tIm, I f�aa.) € I .I I I I DEPTH AS REQ, PER CLEANOUT I INVERTS AS SHOWN ON PLAN do £o"ERT TO CLEANOUT 1 PROFILES UPON FYOR. CONNECTION I I TO CRY SYSTEM (TYP)—� II I I = 1 E I 9 i I .fi II�S k E 1 46•" BEND cast- I 0' PLUG I {9d VE1111MATII6 P.SET rIN.4N AiS SYFE'.-'" fA x 4W 4` PYC I EL8OW` I I I WYE > I SLOPE t{J TT72�tNNAL I DEPTH AT t.DOS 6gtaMlM ROTATE r SLOPE TO TERMINAL I I 30• TYPICAL DEPTH; AT 1.00% WNIMVM I I 6"- WxE FOR ~—� 6*),6, SINGLE WYE mmcti I 9NOLE GON'MTION W"x4�S4N3E CDrsa ZI �-f PLANS .. CONCRETE ENCASEkEE4dT !L SEE PLAN A�tiB Rc3F:1I �S F Y RTIGAL AND NDf?a Oli'CAL--. SEWER LOCATIONS PROFILE CHIMNEY CONNECTION NOT TO SCALE LOT LINE -61 PLUG 6" PLOG SEWER': MAIN 4" PVp PIPE v6" PVC- PIPE 6" PVC 45' BEND 4" PVC PIPE L-A AEEi AS REOUIREDg SOLVENT WEi..iPW'. CAP PROPaTY" T LINE 6" PLUG 1 NOTE: MARK ALL POINTS WHERE SEWER SERVICES' CROSS CURB WITH A "S" MARK IN CONCRETE. ENT WELDED CAP, r - DORIiERT TD Ci EAN -OU.T C3PQN FIitAL CONNECTION: TD CITY SYSTEM FINAL GRADE . NJ 1-1- - - - - -------------------------- LI I .............. I �Lj "�u L PVC WASTEWATER. FLEXIBLE WATER MAIM ENCASEMENT GRAVITY MAIN COUPUNG (TYPICAL) 10 1=`T —10 F NOTES: 1 WHERE WATER AND SEWER CROSS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE GRAVITY SEWER SHALL CONSIST.OF F 19 I -I OF STEEL ENCASED PVC: PIPE CENT=RED ON THE P0114T OF THE CROSSING AS DETAILED ABOVE. 2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, BOTH THE GRAVITY AND THE WATER MA14 MUST BE ENCASED, GRAVITY MAIN AND WATER MAID INTERSECTION DETAIL NTS APPROVALS • • Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT © 2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC J �I W V l7 0 Ja d o 6 Ln W J m J �--I rq V) Ln LL uI J -, H z Q(N 0- > O C12 J a �N z � N O Q 00 a N m N X W N z LU ~ H Q z m w z O N OO Q � w U U a 0 z sz s ¢ (n to O O U DATE 02/07/2017 04/19/2018: CITY COMMENTS REVISIONS lJoI111111111111 oe V0. 0088 Ti S ATE OF f/O111111NALI �,1�� l' �`(� ,�� DRAWN BY: AS CHECKED BY: DG PROJECT MANAGER: DG JOB #: 16002627 FILE CODE: ## SHEET NO. C706 r 0 v Aggregate 5 , Cover Per rdex No. 205 Compacted Backfill Z RURAL CONAEC770N DETAIL Approach Length -- Filter Fabric Existing or Temporary Sidedrain Pipe N 15' or 30' V— Approach Length .,.> As Required lope to Drain (0.1 ft/ft Filter Fabric a 40 4 4" -- \ Filter Fabric SEC7M AAfin.A Type D-1, Index No. 199 TRANSITION DETAIL Swale - Sediment Pit — Aggregate N 4: 1,, Existing Roadway SOIL TRACKING DEVICE GENERAL NOTES Edge of Pavement U 0 1. A SOIL TRACKING PREVENTION DEVICE (STPD) SHALL BE CONSTRUCTED AT LOCATIONS DESIGNATED BY THE ENGINEER FOR POINTS OF EGRES FROM UNSTABIL/ZED AREAS OF THE PROJECT TO PUBLIC ROADS WHERE OFFSITE TRACKING OF MUD COULD OCCUR. TRAFFIC FROM UNSTABILI ED w AREAS OF THE CONSTRUCTION PROJECT SHALL BE DIRECTED THRU A STPD. BARRIERS, FLAGGING, OR OTHER POSITIVE MEANS SHALL BE US AS REQUIRED TO LIMIT AND DIRECT VEHICULAR EGRESS ACROSS THE STPD. A 2. THE CONTRACTOR MAY PROPOSED AN ALTERNATIVE TO MINIMIZE OFFSITE TRACKING OF SEDIMENT. THE ALTERNATIVE MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO ITS USE. J. ALL MATERIALS SPILLED, DROPPED, OR TRACKED ONTO PUBLIC ROADS (INCLUDING THE STPD AGGREGATE AND CONSTRUCTION MUD) SHALL B REMOVED DAILY, OR MORE FREQUENTLY IF SO DIRECTED BY THE ENGINEER. 50' Std. a a 4. AGGREGATES SHALL BE AS DESCRIBED IN SECTION 901 EXCLUDING 901-2.3. AGGREGATES SHALL BE FDOT SIZE #1. IF THIS SIZE IS NOT AVAILABLE, THE NEXT AVAILABLE SMALLER SIZE AGGREGATE MAY BE SUBSTITUTED WITH THE APPROVAL OF THE ENGINEER. SIZES CONTAINING I N Construct Paved Turnout EXCESSIVE SMALL AGGREGATE WILL TRACK OFF THE PROJECT AND ARE UNSUITABLE. (Index No. 515). May Be z Deleted If Approved By o The Engineer 5. THE SEDIMENT PIT SHALL PROVIDE A RETENTION VOLUME OF 3600 CUBIC FEETIACRE OF SURFACE AREA DRAINING TO THE PIT. WHEN THE FPD IS ISOLATED FROM OTHER DRAINAGE AREAS, THE FOLLOWING PIT VOLUMES WILL SATISFY THIS REQUIREMENT.• o 15'X50'=100 FI3 30'X50'=200 FT3 P -6-6 m AS AN OPTION TO THE SEDIMENT PIT, THE WIDTH OF THE SWALE BOTTOM CAN BE INCREASED TO OBTAIN THE VOLUME. WHEN THE SEDIMENT PIT 0 5' OR SWALE VOLUME HAS BEEN REDUCED TO ONE HALF, IT SHALL BE CLEANED. WHEN A SWALE IS USED, HAY BALES OR SILT FENCE SHALL BE to Q) PLACED ALONG THE ENTIRE LENGTH. 6. THE SWALE DITCH DRAINING THE STPD SHALL HAVE A 0.27 MINIMUM AND A 1.07. MAXIMUM GRADE ALONG THE STPD AND TO THE SEDIMENT PIT. B �._—v ��- Slope To Drain 7. MITERED END SECTIONS ARE NOT REQUIRED WHEN THE SIDEDRAIN PIPE SATISFIES THE CLEAR ZONE REQUIREMENTS. 8. THE STPD SHALL BE MAINTAINED IN A CONDITION THAT WILL ALLOW IT TO PERFORM ITS FUNCTION. TO PREVENT OFFSITE TRACKING, THE STPD Berm SHALL BE RINSED (DAILY WHEN IN USE) TO MOVE ACCUMULATED MUD DOWNWARD THRU THE STONE. ADDITIONAL STABILIZATION OF THE VEHICULAR A ROUTE LEADING TO THE STPD MAY BE REQUIRED TO LIMIT THE MUD TRACKED. yV. '\ Hay Bales T B, To Be Stabilized as Required Based on Flow and Grade 4- 41 I -6 Type III Silt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. Post Options: Wood 2-1" Min / 0 Wood 2" x 4" I ( Optional Post Positio — OoPrinciple Post Position (Canted 20' Toward Flow) Oak 1 „ x 1 Filter Fabric (In ° Steel 1.33 Lbs/Ft. Min. I 6Max. Conformance With L Sec 985 FOOT S ec) >� x 0 0 F L0 CV p --Filter Fabric Silt Flow ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE /// SIL T FENCE DETAIL NTS &-�f'I nT Lt— NOTE: KHA SHALL NOT BE HELD LIABLE FOR ANY EXISTING TREES WHICH MAY DIE DUE TO CONSTRUCTION ACTIVITIES. PROTECTIVE BARRIER I' BEYOND DRIP LINE DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE BY GRUBBING OR TO PLACE 801L DEPOSITS; DEBRIS, SOLVENTS; CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT' OF ANY KIND WITHIN THE PROTECTIVE BARRIER OF A TREE TO REMAIN ON SITE UNLESS OTHERWISE APPROVED BY THE COUNTY. ALL BARRIERS SHALL BE INSPECTED AND APPROVED DY SARASOTA COUNTY AND/OR THE CITY OF VENICE PRIOR TO ANY CLEARING ACTIVITY AND SHALL REMAIN IN PLACE UNTIL LAND ALTERATION AND CONSTRUCTION AC MA TIES ARE COMPLETE. FENCE FLAGGED WITH PLASIIG SURWYING TAPE 4V _HT. PROTECTION FENCE (CHAINLINK WITH LOCKED, GATE) METAL FENCE POST (I O.C. MAXIMUM) CONTRACTOR MAY SUBSTITUTE OTHER BARRIER TYPES WITH SARASOTA COUNTY AND THE CITY OF VENICE, APPROVAL. TREE PROTECTION FENCE DETAIL NTS 0 9. A STPD SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR SOIL TRACKING PREVENTION DEVICE, EA. THE UNIT PRICE SHALL CONSTITUTE Hoy Bales FULL COMPENSATION FOR CONSTRUCTION, MAINTENANCE, REPLACEMENT OF MATERIALS, REMOVAL, AND RESTORATION OF THE AREA UTILIZED FOR THE W STPD; INCLUDING BUT NOT LIMITED TO EXCAVATION, GRADING, TEMPORARY PIPE (INCLUDING MES WHEN REQUIRED), FILTER FABRIC, AGGREGATE, I II PAVED TURNOUT (INCLUDING ASPHALT AND BASE CONSTRUCTION), DITCH STABILIZATION, APPROACH ROUTE STABILIZATION, SEDIMENT REMOVAL AND DISPOSAL, WATER, RINSING AND CLEANING OF THE STPD AND CLEANING OF PUBLIC ROADS, GRASSING AND SOD. HAY BALES SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOE HAY OR STRAW BALED, EA. SILT FENCE SHALL BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE, LF. Pit Volume is Below the Inlet Elevation or the Out/et 10. THE NOMINAL SIZE OF A STANDARD STPD IS 15'X50' UNLESS OTHERWISE SHOWN IN THE PLANS. IF THE VOLUME OF ENTERING AND EXITING Elevation, Whichever is Lower VEHICLES WARRANT, A 30' WIDTH STPD MAY BE USED IF APPROVED BY THE ENGINEER. WHEN A DOUBLE WIDTH (30') STPD IS USED, THE PAY SECTION B B QUANTITY SHALL BE 2 FOR EACH LOCATION. SOIL TRACKING PREVENTION DEVICE DROP INLET WITH GRATE a/ COMPACTED SOIL ❑ ❑ ❑ ❑ ❑ ❑ TO PREVENT PIPING ❑ I I I( III I I Ill �l11It\o\ll ❑ J❑ ❑ Z ❑ ❑ �` RUNOFF WATER ❑ WITH SEDIMENT ❑ ❑ ❑ ❑ �,----------------- L` STRAW BALES —j STAKED WITH 2 STAKES PER BALE STAKED STRAW BALE MI 01111111 fl Hill' MIL..:_.:., In fi ll �1111111 1111 BLOCK AND GRAVEL DROP SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE ` METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. STAKES FILTERED WATER FILTERED WATER VVf�ICU � I BURLAP FABRIC INLET SEDIMENT FILTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. DROP INLET SEDIMENT FILTER N.T.S. DATE DRAWN REVISED DATE PLATE D-905 8-5-79 5-12-94 APPROVALS ZKnow what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR' NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK OF PERSONS ENGAGED IN THE WORK OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC J J W V V'o gao Yap IIo W J N m J ,- O LIJ N W L N J N a J — z O tY d —1} � a v=i N O � z O Q J Q O 00 U � Ln ^0 LW w 0 z 0 0 w CD 0 co y ko 0 LL 0 v t ^-� o 19 .$ ' �`` ,� 'Ltr� "'• ,'fir TREE REPLACEMENT AND BUFFER PLANTING, REQUIRED BUFFER PLANTING: 5' BUFFER ABUTTING 50' DRAINAGE EASEMENT (AREA "A") -INSTALL ONE (1) JUNIPERUS VIRGINIANA (RED CEDAR) AT 50' O.C. (APPROXIMATELY 14) MIN DBH TO BE 4" TREE REPLACEMENT 376 CALIPER INCHES REQUIRED TO BE REPLACED. MIN SIZE OF REPLACEMENT TREES TO BE 4' DBH. ACCEPTABLE REPLACEMENT SPECIES ARE SHOWN BELOW. VARY THE SELECTION OF TREES WITHIN EACH AREA. SELECT FROM THE FOLLOWING VARIETIES: (94) QUERCUS LAURIFOLIA (LAUREL OAK) (94) TAXODIUM DISTICHUM (BALD CYPRESS) (94) ACER RUBRUM (RED MAPLE) (94) QUERCUS VIRGINIANA (LIVE OAK) TREES TO BE REPLACED IN THE FOLLOWING AREAS: AREA "1 ": 1 TREE EVERY 30 L.F. AREA "2": 1 TREE EVERY 30 L.F. AREA "3": 2 ROWS STAGGERED 10-15' 1 TREE PLANTED EVERY 30 L.F. AREA "4": 1 TREE EVERY 30 L.F. WITHIN 5' OF THE REAR PROPERTY LINE NOTE: 1. UNDERGROUND UTILITIES ARE PRESENT - USE CAUTION WHEN PLANTING. CONTACT SUNSHINE 811 PRIOR TO INSTALLATION. TREE SURVEY TABLE TREE CAL MULT- PRESERVED REPLACE. # SPECIES (IN) TRUNK STATUS GRADE (YES/NO) COMMENT (2XIN) 1 OAK 10 2 N 2 OAK 10 2 Z7 Y 31 OAK 10 5 2.7 Y 41 OAK 12 3 Y 5 OAK 12 3 Y CODOMINANT 6 OAK 12 3 2.7 Y 7 OAK 13 2.8 Y 91, OAK 16 2 N 10 OAK 16 3 Y 131 OAK 18 2.3 N 14 OAK 18 2.3 N 25 OAK 18 2 N 16 OAK 18 3 N 18 OAK 18 3 2 N 20 OAK 20 1 N NEARLY DEAD 211 OAK 20 2 N 221 OAK 24 PROTECTED 2 N PODS STRUCTURE 23 OAK 24 PROTECTED 2 N 7'TOUTILLINE 24 OAK 24 PROTECTED 1.5 N DAMAGED/DECAY 25 OAK 24 PROTECTED 3 Y ADJ LOT LINE/UTIL 26 OAK 24 PROTECTED 3 N 48 27 OAK 24 PROTECTED 3.2 Y 29 OAK 26 PROTECTED 1 N DAMAGED/DECAY 301 OAK 28 PROTECTED 2 N GANODERMA/LIMBS 31 OAK 28 PROTECTED 2.2 N DECAY -OPEN CAVITY 32 OAK 28 PROTECTED 3 N BARK INCLUS. 56 33 OAK 29 PROTECTED 14 N 4'TOUTILLINE 34 OAK 3 2.8 Y 35 OAK 3 2.8 Y 36 OAK 30 PROTECTED 2 N DIEBACK 37j OAK 30 PROTECTED 12 N 381 OAK 32 PROTECTED 3 N CODOMINANT 64 391 OAK 34 GRAND 3 Y 40 OAK 34 GRAND 19 Y 411 OAK 36 GRAND 3 Y 42F OAK 36 GRAND 2.5 N THIN CANOPY 43 OAK 36 GRAND 2.5 N POORSTRUC- OPENCAV 44 OAK 36 GRAND 2.7 Y 45 OAK 36 GRAND 3 Y 46 OAK 36 GRAND 2.8 Y JA DJ. TOUTILLINE 47 OAK 36 GRAND 2,8 Y 481 OAK 36 GRAND 2 Y 491 OAK 36 GRAND 3 Y 51' OAK 38 GRAND 23 N OPEN WOUNDS 52 OAK 38 GRAND 2:8 Y 54 OAK 4 3 N 56 OAK 42 GRAND 3 Y 57 OAK 42 GRAND 4 N 84 58 OAK 48 GRAND 2.8 Y S9 OAK 48 GRAND 3 Y 601 OAK 48 GRAND 3 Y 611 DECIDUOUS 5 2.9 N 63 OAK 51 GRAND 19 Y 64 OAK 54 GRAND 3 Y CODOMINANT 65 OAK 60 PROTECTED 2.8 Y 66 OAK 60 GRAND 2 Y 67 OAK 62 GRAND 3.2 N 124 68 OAK 7 2.8 Y 70 OAK 8 3 N 71 PRUNUS CAR. 8 2 N 76 DECIDUOUS 9 3 Y 7? YUCA 4 3 Y 781 DECIDUOUS 7 3 Y 791 DECIDUOUS 10 3 N 801 DECIDUOUS 12 2.5 N 81 DECIDUOUS 10 2.3 N 82 OAK 14 3 Y 4' TO UTIL LINE 67 TOTALTREES 1703 inches 376 inches TUCKER RD (20R/W) OHE M- OI-iEOHE — - ,...«..,•. E .-� �• -- �, __. m 1i f,r �`A X.BLD i -»r \ !•^----___.,i':s � ..7— 7r1 9 m r .� r ✓ids :' i.Tn s- ,. :? ! x, r� T '7 [tT .�-.,. -o; I Sr iE' Li;fVC. f`ttf?I?Yi d • '�4'a '� � 1 � � �" � �`-� � ° h� € ° a T CJf3 OF Iiii t - 8 r 777 / VEGETATION �i VEGETATION/— / ( RETENTION AREA NO. I •; AR -A PAST BOTTOM OF G � 1 BANK NOT LOCA TED ALL AREAS WITHIN HI" TOP � >G OF PjANK LYING UNDER 7 t E ` �� { � v i> EX. BLDG 5 ACE CONSIDERED FLOOD Z;3 NE: AE PER FEMA MAPS i j C 700 Yf2 f`Lc`3OD PLAflV LWE (EL 7.I?} MJ € C P � fxz l., � —76 "`'` ,.,� � 'a .. � � �fj'r%'��e� tix 4'�6' AC o f ~'4� �f -i'7 ' J I 7 EX BLDG; ' ` " \ ,' f 7 '. \V, p g I EX BLDG ._ .. E ��' "-"" ,�.`t "` j i . „�� °°.��, gi `,», F! t � �� SSr'�✓11`��>`% )�I <>`£ f I I I t SHED w _ '� I � ' 101 7111 .57 �" I SHED Q -77 — — Q� " / S SHED i I ' EX. BLDG EX. BLDG I I x.„ ? Tf ..-p t# ( / m y ( ` 2' '5, 0U44PS7ER AREA L r" OPE € TOP OP RiM= /AY2 I[ SSV1N -�7 I n i n SHED ?ri v; h v; SHED ?n LU LU L(J gc 5� So ss -- ss _� -- S I D PEE -C7 No S ea`c EX SSFM LIFT STATION TREE LEGEND 84 TOTAL "PROTECTED" CAL INCHES TO BE REMOVED (ONLY GRACES OF 3 OR HIGHER) 104 TOTAL "GRAND" CAL INCHES TO BE REMOVED (ONLY GRADES OF 3 OR HIGHER) 188 TOTAL "GRAND" cot "PROTECTED" CAL INCHES TO BE REMOVED (ONLY GRADES OF 3 OR HIGHER) 376 = 2X THE REMOVED "GRAND" AND "PROTECTED" CALIPER INCHES (CAL INCHES TO BE REPLACED) REQUIRED: 94 4" REP LA CEMENT TREES 754 TOTALCAL INCHES OF ALLTREESTO BE REMOVED 949 TOTAL CAL INCHES OF ALL TREES TO BE PRESERVED Protected trees are =>2r dia. GENERAL TREE AND LANDSCAPE NOTES: APPROVALS room Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT ©2018 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC mmi W V V � gFo aw"< Q�o W J � N m Q LU U' N 110 L} J In J Q > C2 �t N _J LU = zz 0:� a CL N O � O J V ~ LLn N m J LL } I— Z 0 O N [1 z z O d � a z a z O t/'1 LU Z Q LJJ H z D 2 O � _ z O N Q O U _CL °° LU Q d a z O U Z O � LU w d C) Q > O 2 LU N uf LU III 1. PLANT LIST QUANTITIES ARE FOR REFERENCE ONLY. KEYED PLANS SHALL GOVERN OVER PLANT LIST. > 2. ALL PLANTS/PLANT BEDS SHALL RECEIVE A 3 INCH LAYER OF PINE STRAW MULCH. 3. TOPSOIL TO BE STRIPPED AND STOCKPILED BY THE GRADING CONTRACTOR. STOCKPILED DATE TOPSOIL SHALL BE SPREAD BY THE GRADING CONTRACTOR TO A DEPTH OF FOUR INCHES IF O2/O7/2017 QUANTITIES ARE SUFFICIENT. GRADING CONTRACTOR SHALL PROVIDE STOCKPILED TOPSOIL FOR LANDSCAPE CONTRACTOR TO USE FOR BACKFILLING LANDSCAPE AREAS. 04/19/2018: CITY COMMENTS 4. ALL PLANT MATERIAL SHALL MEET OR EXCEED SIZE AND SHAPE RELATIONSHIPS SPECIFIED IN THE LATEST EDITION OF THE FLORIDA GRADES AND STANDARDS. 5. ALL PLANTS NOT LISTED IN THE FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL CONFORM TO A FLORIDA No. 1 AS TO: A. HEALTH AND VITALITY B. CONDITION OF FOLIAGE C. ROOT SYSTEM D. FREEDOM FROM PEST OR MECHANICAL DAMAGE E. HEAVILY BRANCHED AND DENSELY FOLIATED ACCORDING TO THE ACCEPTABLE REVISIONS NORMAL SHAPE OF THE SPECIES. 6. TREES TO BE FLORIDA GRADE No. 1 OR BETTER. _La��%,t`nR�1`L/z7%1t/ 0 60088� m • ATE OF ts Sk9/0 IA�"�� 7-C�\\�00 k " 0 30' 60' SCALE: 1 "=60' DRAWN BY: AS CHECKED BY: DG PROJECT MANAGER: DG JOB #: 16002627 FILE CODE: ## SHEET NO. LOGO AREA "A" — r REQUIRED BUFFER PLANTINGS. INSTALL ONE RED CEDAR AT 50' O.C. 5' BUFFER EASEMENT OHE AREA "A" NOTES: 1) SEE SHEETS L2 FOR LANDSCAPE NOTES AND DETAILS. 2) SOD ALL DISTURBED AREAS. AREA "A" CALL SUNSHINE 811 IT'S THE LAW IN FLORIDA BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH 1-800-432-4770 Prepared By: ® laceMaker Design Studio, LLC Urban Design • Landscape Architecture • Land Planning PlaceMaker Design Studio, LLC 3000 Gulf To Bay, Suite 402 • Clearwater, Florida 33759 Phone: 727-726-6124 LC26000415 Contact: Chris Anuszkiewicz Web -Site www.placemakerdesignstudio.com Prepared For: ATWELL, LLC 1800 Parkway Place, Suite 700 Marietta, GA 30067 i Contact: Gary Curl, P.E. HT. CAL. NATIVE 6' MIN. 2" MIN. YES 3,, ,03,01(tt)�i) 14'-16' 4" MIN. YES Copyright: The content of these drawings are owned by and the property of PlaceMaker Design Studio, LLC and were created for the exclusive use of this project. J Q Q UJ J Q J J Q LL J CIO") W 'J � J Q J � ti a- Lrn L U M N PRELIMINARY SUBMITTAL LANDSCAPE PLAN NOT FOR CONSTRUCTION 0 Is c4p LA6667069 Y STATE F O ttD The seal appearing on this document was authorized by Christopher J. Anuszkiewicz, LA6667069 on 1/29/2018. 0 0 0 0 REV DATE DESCRIPTION Date: MARCH 23, 2018 Job No.: 5301 Drawn By: GLA Checked By: CJA Sheet Title LANDSCAPE/TREE PLAN Sheet No. Ll ■ LANDSP'E NOTES Prepared By: 1. LANDSCAPE CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION, INCLUDING UNDERGROUND UTILITIES, PRIOR TO INITIATING PLANTING INSTALLATION. REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IMMEDIATELY. FIELD ADJUST LOCATION OF PLANT MATERIAL AS NECESSARY TO AVOID DAMAGE TO ALL EXISTING UNDERGROUND UTILITIES AND/OR EXISTING ABOVE GROUND ELEMENTS. ALL CHANGES SHALL BE COMPLETED AT THE CONTRACTORS EXPENSE AND SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. 2. ALL CONSTRUCTION SHALL CONFORM TO MEET FEDERAL, STATE, AND LOCAL CODES, REGULATIONS AND ORDINANCES. 3. IT SHALL BE THE LANDSCAPE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY "SUNSHINE" AND ANY OTHER INTERESTED AGENCIES OR PARTIES OF HIS INTENT TO EXCAVATE AND TO OBTAIN FROM ALL AGENCIES OR OTHER INTERESTED PARTIES LOCATIONS OF ALL EXISTING UTILITIES OF EVERY KIND IN THE AREAS WHERE HE INTENDS OR PLANS TO EXCAVATE. SUCH LOCATIONS SHALL BE OBTAINED PRIOR TO STARTING CONSTRUCTION AND SHALL BE MAINTAINED DURING CONSTRUCTION. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND THE COST FOR SUCH ARE TO BE INCLUDED AS PART OF THE BID. 5. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL EXISTING GRASSES, GROUNDCOVERS, AND SHRUBS WHERE NEW PLANTINGS ARE PROPOSED. CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL TO BE REMOVED AND/OR PROTECTED ITEMS WITH OWNER'S REPRESENTATIVE PRIOR TO BID. THIS MAY INCLUDED BUT NOT BE LIMITED TO: SOD, SOIL. PLANT MATERIAL, STUMPS, ETC. CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ANY TREES DAMAGED WITH SAME SPECIES AND SIZE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 6. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS AND WITH THE GENERAL CONSTRUCTION OF THE PROJECT IN ORDER NOT TO IMPEDE THE PROGRESS OF THE WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK. 7. THE OWNER OR LANDSCAPE ARCHITECT SHALL HAVE THE RIGHT TO REJECT ANY AND ALL WORK AND MATERIALS WHICH, IN HIS OPINION, DO NOT MEET THE REQUIREMENTS OF THE PLANTING PLAN, DETAILS, AND THESE SPECIFICATIONS. 8. THE LANDSCAPE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL WORK AS SHOWN ON THE PLAN AND CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS AND ADJUST AS PER THE LANDSCAPE ARCHITECT'S OR OWNER'S DIRECTION. 9. THE LANDSCAPE CONTRACTOR SHALL CONTROL RUNOFF AND EROSION DURING CONSTRUCTION THROUGH THE USE OF SEDIMENT BASINS, STRAW OR HAY BALES AS APPROPRIATE. THE LANDSCAPE CONTRACTOR SHALL SPRINKLE OR OTHERWISE MANUALLY APPLY WATER TO AFFECTED CONSTRUCTION AREA TO CONTROL BOTH SIGNIFICANT WIND EROSION AND FUGITIVE DUST. 10. THE LANDSCAPE CONTRACTOR SHALL ASSURE DRAINAGE AND PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION OF PLANT MATERIAL. CONTRACTOR SHALL FILL ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE THAT PROPER DRAINAGE AND PERCOLATION IS AVAILABLE. CORRECT IF REQUIRED TO ASSURE PERCOLATION. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ALL PLANTS DUE TO INADEQUATE DRAINAGE CONDITIONS. 11. EXCEPT FOR PLANTINGS IN SURFACE WATER MANAGEMENT AREAS, THE SPECIFIED DEPTH OF ORGANIC MULCH, MEASURED AFTER WATERING -IN, SHALL BE PLACED AND MAINTAINED AROUND ALL NEWLY INSTALLED CANOPY TREES, ACCENT TREES, PALM TREES, AND SHRUBS. EACH TREE SHALL HAVE ORGANIC MULCH NO LESS THAN 36 INCHES BEYOND ITS TRUNK IN ALL DIRECTIONS; HOWEVER, THE MULCH SHALL BE KEPT AWAY FROM THE TRUNKS AND STEMS OF PLANTS SO AS TO AVOID CONDITIONS THAT MAY BE CONDUCIVE TO COLLAR ROT, BASAL CANKER OR OTHER FUNGI. 12. THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS PRIOR TO SUBMITTING BIDS FOR THE SUITABILITY TO SUSTAIN HEALTHY PLANT GROWTH AS CALLED FOR ON THE PLANTING PLAN, DETAILS, AND THESE SPECIFICATIONS. ANY REQUIRED AMENDMENTS AND ADDITIVES SHALL BE INCLUDED AS PART OF THE BID. 13. NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS OR THESE SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 14. GUYING / STAKING PRACTICES SHALL NOT PERMIT NAILS, SCREWS, WIRES, ETC., TO PENETRATE OUTER SURFACE OF TREE OR PALM. TREES OR PALMS REJECTED DUE TO THIS PRACTICE SHALL BE REPLACED WITH INSPECTOR ON SITE. 15. TREE INSTALLATION: ALL REQUIRED TREES SHALL BE INSTALLED 1"-2" ABOVE FINISHED GRADE. TREES INSTALLED OR BURIED TOO DEEPLY SHALL BE RESET TO THIS STANDARD. REMOVE THE TOP 1/3 OF THE WIRE BASKET ON ALL B&B TREE STOCK. 16. PLANT`MOERIAL 16.1. ALL fl'PREES, PALMS, SHRUBS, GROUND COVERS AND OTHER PLANTS SHALL CONFORM TO THE STANDARD OF FLORIDA NO. 1 OR BETTER AS GIVEN IN THE LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY PLANTS BY FLORIDA DEPARTMENT OF AGRICULTURE, PART I AND II. PLANT MATERIAL SHALL ALSO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. (ANSI) BULLETIN Z 60.1 - 1990 AND AS REVISED. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 16.2. ALL CONTAINER AND CALIPER SIZES NOTED ON PLANT LIST ARE MINIMUM. CONTRACTOR SHALL PROVIDE LARGER CONTAINER MATERIAL IF NECESSARY TO CONFORM TO PLANT SIZE AND SPECIFICATIONS. BOTH MINIMUM DIMENSIONAL SPECIFICATION AND MINIMUM CONTAINER SPECIFICATION SHALL BE MET. 16.3. ALL PLANTS SHALL BE CONTAINER GROWN EXCEPT AS NOTED ON PLAN. BARE ROOT TREES ARE NOT ACCEPTABLE. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC AND LIGHT CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT AND THE SITE. TREES GROWN IN GROW BAGS OR GROW BAG TYPE MATERIAL MUST HAVE THE GROW BAG REMOVED ENTIRELY PRIOR TO PLANTING. BALLED AND BURLAPPED MATERIAL SHALL HAVE THE BURLAP REMOVED. WIRE CAGES, STRAPS, ETC. MUST BE CUT AND REMOVED PRIOR TO INSTALLATION. 16.4. SOD SHALL MEET AMERICAN SOD PRODUCERS ASSOCIATION STANDARDS FOR NURSERY GROWN SOD FOR THICKNESS OF CUT, PAD SIZE, STRENGTH OF SECTIONS, MOISTURE CONTENT AND THATCH. SOD SHALL BE GUARANTEED TO BE UNIFORM IN COLOR, LEAF TEXTURE, AND SHOOT DENSITY AND FREE OF WEEDS, DISEASE, FUNGUS, INSECTS OR OTHER IMPERFECTIONS AND SUFFICIENTLY KNITTED TO SUSTAIN GROWTH. SOD SHALL BE MOWED FOR FINAL ACCEPTANCE. t 16.5. TYPICALLY, SHRUB AND GROUNDCOVER PLANTINGS ARE SHOWN AS MASS PLANTING BEDS. PLANTS SHALL BE PLACED ON A TRIANGULAR SPACING CONFIGURATION (STAGGERED SPACING). f 17. QUANTITIES, LOCATION AND SUBSTITUTIONS: THE LANDSCAPE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS AS SHOWN ON THE DRAWINGS, AS SPECIFIED, AND IN THE QUANTITIES LISTED ON THE PLANT SCHEDULE. IN THE EVENT OF A VARIATION BETWEEN THE PLANT SCHEDULE AND THE ACTUAL NUMBER OF PLANTS SHOWN ON THE PLANTING PLAN, THE HIGHER QUANTITY SHALL PREVAIL.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST THE NUMBER AND LOCATIONS OF THE DESIGNATED TYPES AND SPECIES OF PLANTS TO BE USED AT ANY OF THE LOCATIONS SHOWN. THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE OF THE PLANT MATERIAL. NO SUBSTITUTION OF PLANT MATERIAL, TYPES, SPECIFICATIONS OR SIZES WILL BE PERMITTED WITHOUT WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. THE OWNER AND/OR LANDSCAPE ARCHITECT RESERVES THE RIGHT TO NOT ACCEPT PLANT MATERIAL THAT DOES NOT, IN THE OPINION OF THE OWNER AND/OR LANDSCAPE ARCHITECT, MEET THE SPECIFICATIONS HEREIN. 18. IRRIGATION: ALL PLANTINGS AND TURF AREAS SHALL BE HAND WATERED AS REQUIRED DURING ESTABLISHMENT. WATER ALL TREES IN ACCORDANCE WITH THE CURRENT ISSUE OF "IRRIGATING LANDSCAPE PLANTS DURING ESTABLISHMENT" (DOCUMENT ENH857) PUBLISHED BY THE ENVIRONMENTAL HORTICULTURE DEPARTMENT, FLORIDA COOPERATIVE EXTENSION SERVICE, INSTITUTE OF FOOD AND AGRICULTURAL SCIENCES, UNIVERSITY OF FLORIDA. 19. FERTILIZATION: PROVIDE FERTILIZER UNIFORM IN COMPOSITION, DRY, AND IN A FREE FLOWING CONDITION FOR APPLICATION BY SUITABLE EQUIPMENT, AND DELIVER IN UNOPENED BAGS OR CONTAINERS, EACH FULLY LABELED. 19.1. CONTRACTOR SHALL CONDUCT A SOIL TEST PRIOR TO APPLICATION OF ANY SOIL AMENDMENTS, FERTILIZERS AND BACKFILL MIXTURES. FERTILIZE LANDSCAPE PLANTS AND TURF COMPLYING WITH STATE AND LOCAL FERTILIZER LAWS AND CODES AND AT A RATE AS RECOMMENDED BY THE SOIL TEST. 19.1. FERTILIZE TREES, SHRUBS, AND GROUND COVERS WITH A COMPLETE, ORGANIC, SLOW -RELEASE, FERTILIZER. 19.2. FERTILIZE TURF WITH A COMPLETE, ORGANIC, SLOW -RELEASE, FERTILIZER. PROVIDE AT LEAST 50% OF THE PHOSPHORIC ACID FROM NORMAL SUPER PHOSPHATE OR AN EQUIVALENT SOURCE PROVIDING A MINIMUM OF TWO UNITS OF SULFUR. THE AMOUNTS OF SULFUR AND ALL OTHER CHEMICAL SHALL BE INDICATED ON THE QUANTITATIVE ANALYSIS CARD ATTACHED TO THE UNOPENED BAG. 20. SOIL PREPARATION AND SOIL MIX 20.1. CONTRACTOR TO ENSURE TOTAL WEED ERADICATION. ANY HERBICIDE APPLIED SHALL BE BY A LICENSED PEST AND CONTROL OPERATOR OF LAWN AND WWA 20.3. 20.4. 20.5. 20.6. 20.7. 20.8. 20.8.1 20.8.2 20.8.3 20.8.4 ORNAMENTAL. APPROVED HERBICIDE SHALL BE APPLIED ACCORDING TO MANUFACTURER'S RATE AND SPECIFICATION WITHIN LIMITS OF ALL AREAS TO BE PLANTED. PROTECT EXISTING PLANTS TO REMAIN FROM OVERSPRAY OR SPRAY WITHIN ROOT ZONE. BEFORE PLACING TOPSOIL, RAKE SUBSOIL SURFACE CLEAR OF STONES (1 INCH DIAMETER AND LARGER), DEBRIS, RUBBISH, REMAINS OF REMOVED PLANT MATERIAL, AND ALL REMAINING CONSTRUCTION DEBRIS TO A DEPTH OF 6". CONTAMINATED SOILS SHALL BE REMOVED AND REPLACED TO THEIR FULL DEPTHS AND EXTENTS. SCARIFY SUBSOIL TO A DEPTH OF 3 INCHES. A LICENSED PEST AND CONTROL OPERATOR OF LAWN AND ORNAMENTAL SHALL APPLY APPROVED PRE -EMERGENT HERBICIDE IN ACCORDANCE WITH THE MANUFACTURER'S RATE AND SPECIFICATIONS. PLANTING LANDSCAPE BEDS (SHRUBS AND GROUNDCOVERS): ALL LANDSCAPE BEDS TO BE MULCHED SHALL BE ROUGH GRADED TO AN ELEVATION OF 16 TO 17 INCHES BELOW THE TOP OF ADJACENT HARDSCAPE OR FINAL FINISHED GRADE TO PROVIDE ROUGH 12 INCHES OF BACKFILL MIXTURE, 3 INCHES OF MULCH WITH A 2 INCH REVEAL ON THE CURB, ADJOINING SIDEWALK, OR OTHER HARDSCAPE FEATURE. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS AND SOD AREAS. IF NECESSARY, THE GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION AND GRADING OF TOPSOIL. SEE SPECIFICATIONS FOR BACKFILL MIXTURE. PLANTING LAWNS: REMOVE ANY EXISTING SUB -BASE OR COMPACTED MATERIALS TO EXPOSE A FRIABLE SOIL LAYER. LOOSEN SOIL/TOPSOIL OF LAWN AREAS TO MINIMUM DEPTH OF 8". ADD 3" TOPSOIL OR ORGANIC MATERIAL AS REQUIRED FROM ORGANIC MATTER CHECK. TILL INTO TOP 8" OF EXISTING SOIL. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS AND SOD AREAS. IF NECESSARY, THE GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION AND GRADING OF TOPSOIL. SEE SPECIFICATIONS FOR BACKFILL MIXTURE. FINISH GRADE ALL PREPARED TOPSOIL AREAS TO A SMOOTH, EVEN SURFACE ASSURING POSITIVE DRAINAGE AWAY FROM THE STRUCTURES AND ELIMINATE ANY LOW AREAS WHICH MAY COLLECT WATER. SEE CIVIL GRADING PLANS. BACKFILL MIXTURE: 20.8.4.1. TREES, ROYAL PALMS, SHRUBS, GROUNDCOVERS, LAWNS: 45% SAND, 45% TOPSOIL, 10% PEAT HUMUS. ALL OTHER PALMS: 3/4 SAND, 1/4 TOPSOIL SAND SHALL BE CLEAN, SILICA, SALT -FREE AND CONTAINING NO EXTRANEOUS MATTER. TOPSOIL SHALL BE FREE OF DELETERIOUS MATERIALS THAT WOULD BE HARMFUL TO PLANT GROWTH, SHALL BE FREE OF NEMATODES, SHALL BE OF UNIFORM QUALITY, AND SHALL BE FRIABLE FERTILE SOIL WITH REPRESENTATIVE CHARACTERISTICS OF AREA SOILS. IT SHOULD BE FREE OF HEAVY CLAY, SILT, STONE, EXCESS LINE, SHELL ROCK, PLANT ROOTS, WEEDS, DEBRIS OR OTHER FOREIGN MATTER. IT SHALL NOT CONTAIN NOXIOUS PLANT GROWTH (SUCH AS BERMUDA, TORPEDO OR NUT GRASS). IT SHALL TEST BETWEEN THE PH RANGE OF 5.5 TO 7.0 UNLESS OTHERWISE SPECIFIED AND CONTAIN NO TOXIC RESIDUE OR SUBSTANCES THAT WOULD ENDANGER PLANT GROWTH. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH NOT LESS THAN 4". SOIL AMENDMENTS: SOIL TESTING SHALL BE PERFORMED IN ALL PLANTING AREAS (INCLUDING SODDED AREAS) PRIOR TO CONSTRUCTION WITH RESULTS SUBMITTED TO LANDSCAPE ARCHITECT. SOIL AMENDMENTS SHALL BE ADDED AS NECESSARY TO MEET THE FOLLOWING PARAMETERS: 20.8.4.1.1. PH RANGE: 5.5-7.0 20.8.4.1.2. ORGANIC MATTER: 2.0-5.0% 20.8.4.1.3. SOLUBLE SALT LEVEL: LESS THAN 2 MMHO/CM. 20.8.4.1.4. SOIL CHEMISTRY SUITABLE FOR GROWING THE PLANTS SPECIFIED. 20.8.5. PEAT HUMUS SHALL BE DECOMPOSED PEAT WITH NO IDENTIFIABLE FIBERS OR IF AVAILABLE, MUCH MAY BE SUBSTITUTED AND SHALL BE FREE FROM STONES, EXCESSIVE PLANT ROOTS, DEBRIS OR OTHER FOREIGN MATTER. MUCK SHALL NOT BE OVERLY SATURATED WITH WATER. HUMUS SHALL BE OF GOOD QUALITY, MATURE, DARK COLOR, OF HUMUS -LIKE QUALITY, AND HAVE PLEASANT SOIL SMELL. 20.8.6. BACKFILL MIX SAMPLES AND LABORATORY SOIL TESTS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT OF RECORD FOR APPROVAL. CONTRACTOR SHALL TAKE RESPONSIBILITY FOR PERFORMING PERCOLATION TESTS PRIOR TO BACKFILLING WITH APPROVED PLANTING SOIL. 21. MULCH: ALL MULCH BED QUANTITIES TO BE DETERMINED BY CONTRACTOR. CONTRACTOR SHALL MULCH ALL PLANT MATERIAL THROUGHOUT AND COMPLETELY TO A THREE (3) INCH DEPTH WITH CLEAN, WEED FREE MELALEUCA WOOD CHIPS. PLANT BEDS WITHIN STORMWATER BASINS SHALL BE MULCHED WITH PINE STRAW MULCH. 22. TREE PROTECTION: PROTECT ALL TREES AND PALMS TO REMAIN WITH TREE BARRICADES. IMMEDIATELY FOLLOWING VEGETATION REMOVAL, EXISTING SLOPES GREATER THAN 3 TO 1 SHALL BE PROTECTED FROM EROSION AS REQUIRED BY LOCAL CODE. THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE BARRICADED AREA: VEHICULAR AND PEDESTRIAN TRAFFIC; STORAGE OF CONSTRUCTION MATERIALS; PLACEMENT OF EXCAVATED MATERIALS OR TRASH; AND ANY ACTIVITIES THAT MAY DISTURB THE ROOT SYSTEM WITHIN THE BARRICADED AREA. 22.1. ALL REQUIRED TREE REMOVAL OR RELOCATION PERMITS SHALL BE PROCURED BY CONTRACTOR, PRIOR TO COMMENCEMENT OF WORK. 22.2. ALL PROTECTED TREES SHALL BE TRIMMED IN A MANNER CONSISTENT WITH THE "AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS, ANSI, A300, CURRENT EDITION." 23. MAINTENANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLETE MAINTENANCE OF ALL PROPOSED PLANTING AREAS (INCLUDING WATERING, SPRAYING, MULCHING, MOWING, FERTILIZING, ETC.) THROUGHOUT THE ENTIRE COURSE OF THE PROJECT. LANDSCAPE CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. RUBBISH AND DEBRIS SHALL BE COLLECTED AND DEPOSITED OFF -SITE DAILY. ALL MATERIALS, PRODUCTS, AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS DIRECTED BY OWNER'S REPRESENTATIVE. 24. FINAL ACCEPTANCE: CONTRACTOR TO REQUEST INSPECTION OF PROJECT IN WRITING. IF ALL WORK IS SATISFACTORY AND COMPLETE IN ACCORDANCE WITH CONDITIONS OF CONTRACT DOCUMENTS, THEN THE OWNER AND LANDSCAPE ARCHITECT SHALL DECLARE SUBSTANTIALLY COMPLETE. SUBSTANTIAL COMPLETION CONSTITUTES THE BEGINNING OF THE GUARANTEE PERIOD. 25. WARRANTY / GUARANTEE PERIOD: CONTRACTOR TO WARRANT AND GUARANTEE PLANT MATERIAL FOR A ONE (1) YEAR PERIOD FOLLOWING DATE OF SUBSTANTIAL COMPLETION. PRIOR TO ISSUING SUBSTANTIAL COMPLETION NOTICE THE CONTRACTOR SHALL SUBMIT TO THE OWNER COPIES OF AS BUILT PLANS / DOCUMENTS AND COPIES OF AN ANNUALIZED MAINTENANCE AND OPERATION MANUAL DETAILING ALL SCHEDULES, NURSERY PRACTICES, WATERING REQUIREMENTS, FERTILIZATION, TRIMMING, ETC. FOR ALL PLANT MATERIALS AND PLANT AREAS OF THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE STAKES AND GUY WIRES FROM TREES WHICH ARE ESTABLISHED AT THE END OF ONE (1) YEAR GUARANTEE PERIOD. TREES WHICH HAVE BEEN REPLACED SHALL REMAIN STAKED FOR ONE (1) FULL GROWING SEASON, AND THE OWNER SHALL BE RESPONSIBLE FOR REMOVING TREE STAKES AND GUY WIRES. .. NOTES: 1� ID 1. CONTRACTOR SHALL ASSURE FREE DRAINAGE / 0� PERCOLATION OF ALL PLANTINGS PITS PRIOR TO ,40 i 0/o INSTALLATION. AUGER FOR PERCOLATION AS REQUIRED. �v Do 2. CONTRACTOR SHALL STAKE LOCATIONS OF TREES PRIOR TO 1� .b D ob INSTALLATION FOR APPROVAL BY LANDSCAPE ARCHITECT. D �$ o b D 3. TREE CALIPER SIZE SHALL BE MEASURED AT 6" ABOVE GRADE .b �0 FOR UP TO & INCLUDING 4" CAL. AND 12" ABOVE GRADE FOR INSTALL BRACE TREE STAKING AS o LARGER CALIPER TREES. SPECIFIED BY THE MFG. OR APPROVED 1o d 'boob 0 D EQUAL. 3/4" POLYPROPYLENE WEBBING. o o D o LOOP WEBBING THRU CROTCH OF �� o �� PROVIDE 4 WEBBING STRAPS LOWER BRANCHES AND EXTEND 12" D 'D �� D SAFETY FLAGS (TYP.) BEYOND TRUNK. FASTEN BUCKLE AND D o boo ROOT BALL SLIGHTLY ABOVE FINISH GRADE. SLIDE TOWARDS ANCHOR TO TENSION. �b 10% MAXIMUM. SEE PLAN FOR ADJACENT 0 3" MULCH AS SPECIFIED. MIN. 36" FROM TRUNK. PLANT MATERIAL. DO NOT PLACE MULCH AGAINST TRUNK OF TREE. MIN. 2" CLEAR SPACE FROM TRUNK. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ANCHOR (TYP.) 3" EARTH SAUCER i� COMPACTED MOUND OF - BACKFILL MIXTURE- -_-_- .t. {�.:' .•.. PREPARED BACKFILL -= EXISTING SUBGRADE -I l l_� � �= �� . _ -III-i MIXTURE AS SPECIFIED. f� t B&B OR CONTAINER -1 I III PLANT IPIT I I I -I (SEE SPECIFICATIONS 1 TREE PLANTING DETAIL 3X DIAM OF ROOT BALL FOR ROOT BALL) 1" = 1'-e" P-MA1-09 CALL SUNSHINE 811 IT'S THE LAW IN FLORIDA BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH 1-800-432-4770 �► laceMaker Design Studio, LLB` Urban Design • Landscape Architecture • Land Planning PlaceMaker Design Studio, LLC 3000 Gulf To Bay, Suite 402 • Clearwater, Florida 33759 Phone: 727-726-6124 LC26000415 Contact: Chris Anuszkiewicz Web -Site www.placemakerdesignstudio.com Prepared For: ATWELL, LLC 1800 Parkway Place, Suite 700 Marietta, GA 30067 Contact: Gary Curl, P.E. Copyright: The content of these drawings are owned by and the property of PlaceMaker Design Studio, LLC and were created for the exclusive use of this project. 0 �a m 0 W OC �o J J U. J .I W � J 4 � J � r r".. a Ln W M N PRELIMINARY SUBMITTAL LANDSCAPE PLAN NOT FOR CONSTRUCTION e LA6667069 STATE F The seal appearing on this document was authorized by Christopher J. Anuszkiewicz, LA6667069 on 1/29/2018. A A 0 0 REV DATE DESCRIPTION Date: MARCH 23, 2018 Job No.: 5301 Drawn By: GLA Checked By: CJA Sheet Title LANDSCAPE NOTES Sheet No. L2mO