Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2016 - Construction Plans
/ I i ® CHASTAIN SKILLMAN INC. Constructton lans f or, .toreRt'ght Manage ent, L.LC sunshine state ONE CALL o f f l o r l d a DIAL 811 Local No. 1-800-432-4770 Notification # Call 48 hours before you dig. State law requires excavators to call 811 before dggimg per the 'Underground Facility Damage Prevention and Safety Acf Chapter 555, Honda Statutes. Fallure to call can result in fomes from $250 to $5,000. County Road 512, Sebastian, Florida Section 22, Township 31 South, Range 38 East ERCE WEST PALM BEACH FT LAUDERDALE MAN I N D E X 01-04 BOUNDARY AND TOPOGRAPHY SURVEY C-01 SITE PLAN C-02 GRADING & DRAINAGE PLAN C-03 UTILITY PLAN C-04 LANDSCAPE PLAN C-05 GENERAL DETAILS & NOTES C-06,07 INDIAN RIVER COUNTY UTILITY DETAILS C-08 STORM WATER POLLUTION PREVENTION PLAN engineers surveyors environmental YEARS S K I L L M A N Design Office: 4705 Old Highway 37, P.O. Box 5710 Lakeland, Florida 33807-5710 (863) 646-1402 C.A. N0. 262 Corporate Headquarters : 4705 Old Hwy 37, P.O. Box 5710, Lakeland, FL 33807-5710 (863) 646-1402 PROJECT LOCATION COUNTY ROAD 512 SEBASTIAN, FLORIDA VICINITY MAP c Y v 0 N Of O N FOR PE MITTi G T PORONSTRU TIt-1 U 3 a a $ ALLIG ,�� z o .�...........oo., xN ENS� • , Q Q O s C:EIVED ,�• • Ko. 71103 * d5.0 Ce of w Cl'y Of S(-boslian �' f L OR\�. •C�`�� Com] ,Q� a Comitlun h rev ;c�m�r,t Cc't. �, �•.• • �� `� ►-, W a %-CSS 10 da�yy � U) r���►►rt►aatt�t���` fZ U) go ENGINEER: JASON A. ALLIGOOD, P.E. E REG. NO. 71103 i u: C.S.I. JOB NO. 9876.01 twill - fifth �t j� 81st 8t VICINITY MAP c Y v 0 N Of O N FOR PE MITTi G T PORONSTRU TIt-1 U 3 a a $ ALLIG ,�� z o .�...........oo., xN ENS� • , Q Q O s C:EIVED ,�• • Ko. 71103 * d5.0 Ce of w Cl'y Of S(-boslian �' f L OR\�. •C�`�� Com] ,Q� a Comitlun h rev ;c�m�r,t Cc't. �, �•.• • �� `� ►-, W a %-CSS 10 da�yy � U) r���►►rt►aatt�t���` fZ U) go ENGINEER: JASON A. ALLIGOOD, P.E. E REG. NO. 71103 i u: C.S.I. JOB NO. 9876.01 ALTA/AC5M LAND TITLEBOUNDARY SURVEY 9220 Sebastian Boulevard SECTION 22, TOWNSHIP 3 1 SOUTH MANGE 38 EAST CITY Of SEBASTIAN INDIAN RIVER COUNTY FLORIDA SURVEYORS NOTES: SCHEDULE BII LEGAL DES RIPT 1. The location of each easement, Right -of -Way, servitude and other matters affecting the Subject Property and C ION. FirstAmerican Title Commitment for Title Insurance listed in the Title Insurance Commitment with an effective date of February 24, 2016 @ 8,00 A.M. Issued b (per First American Title Commitment for Title Insurance Customer Reference Number: 15-0681) uaY- v Customer Reference Number: 15-0681 First American Title Insurance Company with respect to the Subject Property has been shown on the survey, First American File Number: 2037-3518418 together with appropriate rreferences,h h Effective Date: February 24 2016 8:00 A.M. Lot 1 of SEBASTIAN CROSSINGS CO MM ERCIAL according to the Plat thereof as recorded in Plat Book 22 g t app opr ate reco ding to the extent such matters can be located. The property shown - Y @ g , on the survey is that property described in that title commitment. The surveyor has made no search of the Page(s) 73 through 76, Inclusive, of the Public Records of Indian River County, Florida. Public Records for such. Sta ndard Items 1 through 8: Not matter of Su`rve g Y 2. Site contains 230 372.72 square feet, 5.29 acres more or less. q 9. .Ordinance No. 0-04-11 for Annexation into the City of Sebastian recorded December 3, 2004 In Book 1808, Page 687. Nota 3. Zoning: Site is zone CG Matter o Survey. 4 A portion f y Containing 5.29 Acres of land more or less. po tion of the South Boundary of the Subject Property is contiguous with the North Right -of -Way line of Count Road 512 and the East Boundary of the Subject Property is contiguous with the West Right -of -Way line Y Y J p Y g g Y 10. Declaration of Covenant and Restriction on, Land recorded January. 27, 2005 in Book 1827, Page 1834, but deleting any ' of Sebastian Crossings Boulevard. g covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, VICINITY MAP 5. The Subject Property has direct h sical access to County Road 512 and Sebastian Crossings Boulevard. handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). j p Y p Y � g 6. Except as shown on the survey, the Subject Property does not serve an adjoining property for drainage, • p Y, J p Y Y J 8p p Y g, 11. Drainage Easement Agreement by and between CRF Panther II, LLC, a Florida limited liability company and Sebastian River N utilities, or ingress -egress. Crossings, LLC, a Florida limited liability company (Beneficial) recorded April 25, 2005 in Book 1864, Page 383. Shown hereon; p g 7. The record description of the Subject Propertyforms mathematically closed figure. easement is outside of lands surveyed. W E ¢ 8. Onlyopen and notorious evidence of easements and Right-of-Wayare located and shown hereon.The surveyor 12. Easement and. Maintenance Agreement by and between CRF Panther ll, LLC, a Florida limited liability company, Sebastian has not located any underground utilities or foundations which may encroach. River Crossings, LLC, a Florida limited liability and Sebastian Crossings Homeowners Association, Inc., a Florida non-profit 505 9. Bearings hereon are referred to an assumed value of North 89.42' 12 .West for the North Right -of -Way _line of corporation (Beneficial) recorded September 15, 2005 in Book 1933, Page 387. Shown hereon; easement is outside of lands iS County Road 512; said bearing is identical with the Plat of record. surveY ed. -- -- SITE10. Type of survey: ALTA ASCM LAND TITLE BOUNDARY e � 13. Non -Exclusive Easement reserved in Warrant Deed and Reservation of Easement Beneficial recorded May 10, 2006 in x 512 -� 11. The said described property is located within an area having a Zone Designation of A and X on Flood Insurance Y (Beneficial) Y o p pe ty ' g g , Book 2030, Page 2361. Easement is Blanket in Nature and not plottable.' ENGLAR Rate Map No. 12061C0078f, with a date of identification of December 4, 2012, for Community No. 120123, City RIVE zw of Sebastian Indian River. Count State of Florida which is the current Flood Insurance Rate Ma for the 14. Easement and Maintenance Agreement by and between CRF Panther II, LLC, a Florida limited liability company, Crossroads Y' p Plaza of Sebastian, LL.C., a Florida limited .liability company and Sebastian River Crossings LLC, a Florida limited liability 512 - community in which said property is situated. 12. Use only property corners for construction of fences and other improvements. company recorded June 20, 2006. in Book 2047, Page 555. Shown hereon; easement is outside of lands surveyed. STREET Y p p Y P 13. The underground utilities (i.e water mains, force mains, gravity lines and cables/wires) as shown hereon are 15. Agreement and Easement for Signageby and between CRF -Panther II, LLC, a Florid, limited liability company, Sebastian FLOASSO 510 ROAD based on the best availui.)le information obtainable by the surveyor. This information includes the Map of River Crossings, LLC, a Florida limited liability company and Sebastian Crossings Homeowners Association, Inc., recorded 95 s,3 615 Asbuilt Surveydated '09/16/08 and prepared for Sebastian Crossings Commercial b Indian River Land November 30, 2006 in Book 2105, Page 1619. Shown hereon; easement is outside of lands surveyed. p P g Y SCALE. • NOT TO SCALE Surveying, Inc. under, Job number 248, utilities flagged by the, utility owners, and above ground. evidence 16. Conservation Easement granted to ST. Johns River Water Management District recorded January 29, 2007 in Book.2128, located by the surveyor. The client is advised that additional underground utilities may exist within the limits of Page 1296. Shown hereon. this survey that have not been located or shown hereon. The client and their agents are further advised that .17. Restrictions, dedications, conditions, reservations, easements and other matters shown on the plat of SEBASTIAN PRIMARY BENCHMARK. the below ground utility locations should only be relied upon.as approximate and therefore used at their .CROSSINGS COMMERCIAL, as recorded March -16, 2007 in Plat Book 22, Page(s) 73 through 76, inclusive, but deleting any discretion. The surveyor has not physically verified, by subsurface underground engineering (SUE),any of the covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, The elevation datum shown hereon is based on Indian River Count Benchmark PID AA5800 Stamped below ground information show hereon, other than pipe Inverts assessable at the time of the survey. Y p handicap, familial status or national origin to the 'extent such covenants, conditions or restrictions violate 42 USC ' "GPS 23"; concrete monument located in meter box on west side of south bound pavement CR510. 3604(c). Shown hereon. Elevation= 17.25 Feet N.A.v.D. (1988). To convert from N.A.V. D. (1988) to N.G.V.D. (1929) add 1.457 Feet. SURVEYORS CERTIFICATION.: 18. Declaration of Easements, Covenants, Conditions, and Restrictions, which contains provisions for a private charge or assessments due and payable to Sebastian Crossings Commercial Owners' Association, a Florida not-for-profit To, StoreRight (Sebastian XIII), LLC, Clark, Campbell, Lancaster & Munson, PA and First American Title corporation, recorded June 20, 2007 in Book 2177, Page 330, but deleting any covenant, condition or restriction indicating a Insurance Company preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). Easements are Blanket in Nature and not plottable. STATE PLANE COORDINATE NOTES: This is to certify that this map orplat and the surveyon which it is based were made in accordance withthe2011 - Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 2 3 4 8 9 10 11a 16 18 and 21 of Table A thereof. 19. Easement and Bill of Sale of Utility Facilities to Indian River County, Florida recorded November 30, 2007 in Book 2223, Page " ' ' 2423. Shown hereon. The coordinates shown hereon are based on the State Plane Coordinate System for Florida's East Zone North American Datum Y The fl eld wo rk was completed on 03/22/16. of 1983 and readjusted in 1990 (NAD 83/90). A G.P.S. Control Survey utilizing three (3) Trimble 4400 G.P.S. receivers was performed on May 5, 2004. The network vector data was adjusted by Least Squares Method utilizing Trimble Geomatics Office Date of Plat or Map: 04/01/16 Ver. 1.50. The stations listed below were held fixed in the network adjustment. Station Name PID Northing Easting Latitude Longitude Combined Convergence Scale Factor INDIAN RIVER AA5800 1248271.56 814243.40 27°46'00.81558"N 080030'40.24554"W 0.99996982 00013'39.8" - COUNTY GPS 23 INDIAN RIVER AA5801 1245318.58 814283.42 27°145'31.57336"N 080030'39.93065"W 0.99996983 00°13'39.8" COUNTY GPS 24 The coordinate values shown on the boundary and the surrounding section corners were computed utilizing AutoCAD Land Development Desktop. A project scale factor of 0.9999698203378 was used to convert ground distance to grid distance. The JonathanRe Mott, P.L.S. istratio .distances -shown on the map are ground distance. The project scale factor can be applied to convert the ground distance to grid g• / License No.:5060 distance. All of the values shown are expressed in U.S. Survey Feet. Date: May 10, 2016 00/ CERTIFICATION /0000 /eSCALE:1 INCH = 50 FEET :K I HEREBY CERTIFY THAT THIS SURVEY. WAS MADE UNDER , THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE PERSON �EVISIONS: DATE: PROJECT NUMBER: 2160039 \ WILLIAM MOTT LAND SURVEYINGY RESPONSIBLE: AND MEETS THE STANDARDS PERSONS OR ORGANIZATION IDENTIFIED BELOW AND ITS CERTIFICATION IS NON- 7 TRANSFERABLE. 'ANY COPY HEREOF TO BE CONSIDERED VALID MUST HAVE THE WORK ORDER NUMBER: 908962 p INC,N� • OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD A SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND CLIENT NAME: STORERIGHT MANAGEMENT LLC OF PROFESSIONAL LAND SURVEYORS IN CHAPTER MAPPER EMPLOYED BY THIS FIRM. B. 5J-.:. FLORIDA !�MItJiSTRATIVE CODE, PURSUANT TO CERTIFIED TO: DRAWING NAME: 16-39.DWG 3800 W EAU GALLI E BOULEVARD, SUITE 101 SE !3N X72.027 TH _FLORIDA STATUTES. C' DRAWN BY: TYLYN BLANCHARD D. MELBOURNEHARD FLORIDA 32934-3285 . E. CHECKED°BY: JONATHAN M MOTT 44 - See Surveyors Certification F. I SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAS JONATH M. MOTF, P.L.S. FLA. CERT. N0. 5060 . PHONE(321)-17511-4444 FAX(321)-751-4445 T_OOT/G. WILLIAM �4. MOTT, P.L.S. FLA. CERT. NO. 4310 above right H. THIS MAP IS INTENDED TO BE DISPLAYED, I DRAWING NUMBER: 1 LICENSED BUSINESS "3608" COPYRIGHT ©2016 WILLIAM MOTT LAND SURVEYING INC., ALL RIGHTS RESERVED \ FIELD SURVEY DATE: 03/22/16 \ LAYED AT A SCALE OF 1 "=50� OR SHEET: 1 OF 4 D1 SMALLER 1 6-00 1 1 N LJ I L .J I I to 1 V 5 11 V I 1 V I\I V L I\ k-/ U 1 V 1 1 1 L I\I V f� . � I / 5 TRACT D / SEBASTIAN CROSSINGS _ - Owner. Se Association, Inc. Parcel ID 3138220000200000000.2 S PLAT BOOK 19, PAGES 33 37 • bastion Crossings Homeowners Nor PLATTED GRAPHIC SCALE 1 TR , : R BOOK 203 _ 50 0 25 50 100. 200 / r � AIL PRESERVE PER i PAGES 2361-2366r_ i i 77VVi EN \I, - - � {� - r + IN FEET 3277+ e 0�g61 inch ) ft. 16 NO I.D. OGRID N 1249047 049 ,.. •- ... � � �'k GRID E. 81 72 map ' 35Q] 2 • �0J1 E ct \s P , { 1 w t7 i 1 bt1 Q�R p\1� NCO I 0 1 2 IRON ROD WITH PLASTIC CAP /ePC LEGEND: =tsos sK 14/7NESS LB 3 " ET F\.0�R 50' SANITARY SEWER= a IRON MARKER FOUND POINT OF CURVATURE - Q a „' ` 00'P O SRP (\ON CONSERVATION EASEMENT AND MAINTENANCE EASEMENT PT = POINT OF TANGENCY 0 = 1/2 IRON ROD WITH LASTIC CAP 1 PRE FEO���JP O.R., bK 2128, PAGE 1296 PER O.R. BOOK 2047, - PRC = POINT OF REVERSE VER E CURVE MRKEID 'LB 3608" SEPT O i ' P� F� Q _ ❑ — 4 "x4" CONCRETE MONUMENT MARKED Jo a G\5 0 \ 00 PAGES PAGES 555-572 RP =RADIUS POINT ■ 4"x4" CONCRETE MONUMENT FOUND C=J ,� Lp SE ,-. \N� I O R/W = RIGHT—OF—WAY 18 3608" SET - Y Q I POB — POINT—OF—BEGINNING A = NAIL & DISK FOUND g.4 N� POC = POINT—OF—COMMENCEMENT O i e LL_ — NAIL & DISK MARKED '2B 3608" SET W O / / / \\ ' EL ELEVATION 0 00 TRACT G / OUTI 0 00 I W O PU&DE = PUBLIC Ll7Y AND DRAINAGE EASEMENT O = IRON ROD PREVIOUSLY SET o / E J I Owner: Fellsmere Cemetery o SEBASTIAN CROSSINGS / / tipN N O ESMr. _ EASEMENT v =CONCRETE MONUMENT PREVIOUSLY SET � J PLAT BOOK 19, PAGES 33-37 / �' // E\pOp 05 m Parcel ID: 3138220000700000002.0 NI = NOT TO SCAB A— NAIL & DISK PREVIOUSLY SET a Owner: Sebastian Crossings Homeowners Association, Inc. �'� /AL (P) = PLAT X - MISCELLANEOUS SURVEY MARKER AS NOTED V) Parcel ID: 3138220000200000000.3 f i V :� ... (0) u = DEED i �z Z rn SEE O.R.B. 1807, PAGE 0963, � � _� Z � (M) =MEASURED =CONCRETE LIGHT POLE FOR OFF SITE 10' WIDE PRIVATE (C) - CALCULATED =METAL FIBERGLASS GHT POLE WITH CONCRETE BASE in Q PCP =PERMANENT CONTROL POINT F /'- '� DRAINAGE EASEMENT 1n of CONSERVATION EASEMENT U > PRM = PERMANENT REFERENCE MONUMENT I O C D DELTA = WOOD POWER POLE <0 / .. SEBASTIAN CROSSINGS COMMERCIAL (r � R =RADIUS LLI m a / PLAT BOOK 22, PAGES 74-76 U A = RC = WOOD POWER POLE WITH LIGHT J v SUBJECT P R O P E RTV z PLS = PROFESSIONAL LAND SURVEYOR TANGENT =CONCRETE POWER POLE WITH LIGHT 0< / / ( F PSM PROFESSIONAL SURVEYOR & MAPPER IS LAND SURVEYOR =CONCRETE POWER POLE = ``w'' z N `: U) Q LIMITS OF TRACT A SEBASTIAN CROSSINGS LB = LICENSED BUSINESS (� = METAL POWER POLE -' 5.29± acres m I- AND PRIVATE ROAD R/W AKA = ALSO KNOWN AS `C�' � O _ ----- _ - / CONSERVATION EA MENS VJ U nol — FORMERLY KNOWN AS v = TRAFFIC LIGHT POLE w z 0 R BOOK 2128. GE 1296 l J U) coNc - LIMITED BILARY COMPANY _GUY J / / Y ACANT LAND i ' F - OR — OMCAL RECORDS (0.R.) ® COVERED AREA REA = OFFICAL RECORDS BOOK (O.R.S.) RIP RAP RETAINING BAGS — PLAT BOOK ~ a PGB = PAGE a LOT 1 O PB T7ZAFAC SIGNAL HAND HOLE a ao _ � � 3 w� l CBS - CONCRETE BLOCK & STUCCO TRACT A SEBASTIAN CROSSINGS COMMERCIAL N CH - CHORD o = STREET UGH77NG HAND HOLE :. � � .- PRIVATE STORMWATER PLAT BOOK 22, PAGES 74-76 O — — — — — HDPE — HIGH DENSITY POLY ETHYLENE -a- — ROAD SIGN N„• SEBASTIAN CROSSINGS COMMERCIAL I VCP = VITRIFIED CLAY PIPE O PVC =POLYVINYL CHLORIDE � MONITORING WELL PLAT BOOK 22, PAGES 74-76 THIS AREA OF THE PROPERTY IS LOCATED N CCR = CERTIFIED CORNER RECORD Owner: Sebastian Crossings Commercial Homeowners Association, Inc. ( LIMITS OF SEWER EASEMENT SOMH = STORM DRAIN MANHOLE = SOIL BORING LOCATION IN FEDERAL FLOOD ZONE X AREAS Y g , Parcel ID: 3138220000300000000.2 � PER O.R. BOOK 2047 ��- ssMH = sANITRY SEWER MANHOLE DETERMINED TO BE OUTSIDE THE PAGES 555-572 INV. INVERT SANITARY SEWER MANHOLE DESIGNATION 0.2% ANNUAL CHANCE FLOOD PLAIN TBD = TO BE DETERMINED (SEE TABLE) FO = FIBER OP77CS ® SANITARY SEWER PIPE DESIGNATION L,F, = LINER FEET AC. = ACRES = SANITARY SEWER MANHOLE Bo, FT, SQUARE FEET a yF ' I ,y `A' AY N/A _ NOT APPLICABLE (NA) G® =GREASE TRAP MANHOLE 20.0 DR 1 L H-1 _ OF lD - IDENTIFICATION (I.D.) 5' UTILITY EASEMENT ' ' PUBLIC R1G � IRR — IRRIGATION ®D = STORM DRAIN MANHOLE ” FOOT = FLORIDA DEPARTMENT OF 7PANSPORTAT70N = TELEPHONE SERVICE MANHOLE N.G.V.D. — NATIONAL GEODE77C VERTICAL DATUM (1929) ,, 1/2 ROD 2223, PAGE 2423 � OD - =NORTH AMERICAN VERTICAL DATUM 1688 S � SEWER C1EAN—our o�o NO I.D. HATCHED =NORTH AMER/CAN DATUM 1927 GRID N:1248640.383 ( ) 1/2- ROD - NN,A.D. (27) ( ) ( ) — NORTH AMERICAN DATUM (1983) NO I.D. —� N.A.D. (83) — SEWER SERVICE ,�', O y ; GRID E: 813228.115 =spot ELEVATION QW = WATER METER BOX OR SERVICE x 0.00 r o � o � _ 10rt'v.0' WIDE PRIVATE _/——1�_�ZZZ-ZZ���1�721 ZLLL��� — =GUARD RAIL HAND RAIL _ 0 0 0 0 0 —x —1a— = FENCE / ® REUSE METER BOX OR SERVICE <0000 DRAINAGE EASEMENT - - - _ - _ w BACKFLOW PREVENTER 0 C-4 ID �o --� (sHADED) N ---- S 89'39 26 E--- 271.76--------- = SPEED BUMP ��, I � = STOP BAR LINE 'l!' — FIRE HYDRANT 0 BLOW OFF jr ��Ij 00 Y Oo W SEBASTIAN CROSSINGS COMMERCIAL �I I -wv.. - SHOPPING CART LINE STOP =FIRE DEPARTMENT CONNECTION M K) cV PLAT BOOK 22, PAGES 74-76 _N _ Q cV v cV LOT 2 LOT 3 co & '' _ " o --•, HANDI CAP RAMP C{� _ UNDERGROUND TV CABLE PEDESTAL � 0: w c M SEBASTIAN CROSSINGS SEBASTIAN CROSSINGS 10 PUBLIC UTILITY PRM LB 3608" o _ _ - - _ _ OHW , • = OVERHEAD WIRE QE _UNDERGROUND ELECTRIC SERVICE z of 0 - _ EASEMENT GRID N:1248599.808 ____ 0 a M COMMERCIAL PLAT BOOKA22, SEBASTIAN CROSSINGS COMMERCIAL GRID E:813499.725 z r = PRo ERiYEUNE ® _ ELECTRIC SERVICE MANHOLE o W .. PLAT BOOK 22, o _ PLAT BOOK 22, PAGES 74-76 25.34 _.._.._.._ = SECTION LINE ---- ? ,� R/W— - RIGHT—OF—WAY LINE En p — = UNDERGROUND ELECTRIC SERVICE a_ c - PAGES 74-76 PAGES 74-76 O � S 80'52 O1 W EL ELECTRIC SERVICE HAND HOLE p 6 Owner: Sebastian Development Partners 2 LLC Owner: 9240 Sebastian Blvd LLC Z LOT 4 I �- = LINE NOT To SCALE v Parcel ID: 3138220000300000003.Q 2 Parcel ID: 3138220000300000002.0 CONTOUR o i SEBASTIAN CROSSINGS O I --- - CENTERUNE BANK NOF SWALE ® UNDERGROUND TELEPHONE CABLE PEDESTAL f �y COMMERCIAL I -- -- - = TOP of BANK N = WATER VALVE O_ all",/ Q I ------ = TOE OF SLOPE =REUSE VALVE =SEWER VALVE N PLAT BOOK 22, _ y rn = REINFORCED CONCRETE PIPE (RCP) PAGES 74-76 W r I = CORRUGATED METAL PIPE (CMP) = WATER SPIGOT ., Owner: A & K Newhouse LLC J 'o ¢ ------ =DUCTILE IRON PIPE (DIP) NOT PLATTED - I SPRINKLER = YARD DRAIN 5= - Parcel ID: 3138220000300000004.0 w 9 p Co I LOT 4 - WATER MANN (WW) 8 SEBASTIAN RIVER CROSS ACCESS �,,\ m O z =REUSE MAIN (RM) IRRIGATION CONTROL VALVE MIDDLE SCHOOL 10.0' PUBLIC - t,_ ROMAR SUBDIVISION SEWER MAIN SM EASEMENT (HATCHED) CROSS ACCESS - o, W I —FM— =SEWER FORCE A TIN FM AS DESCRIBED IN UTILITY EASEMENT W o U) PLAT BOOK 10, PAGE 31 ( ) M = BOLLARD +� = WELL SEBASTIAN CROSSINGS EASEMENT HATCHED - C9 = Ld " -GAS- - GAS MAIN (GM) O.R.BOOK 0697, — SEBASTIAN CROSSINGS ( ) e N o I Owner: S & S FLP #2 B LLC _ PLOAT BOOKL 2 COMMERCIAL UTILITY EASEMENT SEBASTIAN CROSSINGS O 00 or Z I w 1 Parcel ID: 31 3 82 200001 00000002.1 = UNDERGROUND WITNESS POST DRAINAGE INLET PAGE 0901 2 PLAT BOOK 22, 2223, PAGE 2423 -COMMERCIAL 0 N 3.v N O PLAT BOOK 22, a J (n NOTED BELOW ARE APPROXIMATE ABOVE GROUND PAGES 74-76 N PAGES 74-76 �; � z O I A—# =DRAINAGE INLET MANHOLE DESIGNATION PAGES 74-76 t U AND/OR UNDERGROUND LOCATIONS BY OTHERS: (SEE TABLE) — ` �. .._ r— y':. _ — _. — — O . —WM— = WATER UNE —DRAINAGE PIPE DES/GNA110N 7/�j? Q —GAS— - GAS LINE ' _ =- z O O — _ ,., , " " - _Er ::- ,._ . � _. , —{,A CABLE TELEVISION UNE = CONCRETE MITRE END — L § __ e, Q x -._ N rt W, � ";> ;, —. — ,:.. ,..�. � —. —SAN— =SANITARY SEWER UNE F N L SL— — STREET LIGHT POWER LINE _ CONCRETE MITRE END WITH METAL &ARS .7V 7_� N I - ' - — _ I —FIN— =SANITARY SEWER FORCE MAIN tlNE - „ ,� -. Q — =TELEPHONE UNE __<< __ R R D — =ELECTRIC TRANSMISSION UNE CONCRETE FLARE EN _ C� Ln 1 = ELECTRIC TRANSMISSION UNE CONDUIT 0 =CURB STOP _� _ „— — — I FO— FIBER OP77C UNE 1— ^ T ; + ; ' # - NUMBER OF PARKING SPACES 156.96' 147.60. N 89 I„ ._ � �” �'- •, ' >. �`I 271.76 25.0 25.0 I IRR IRRIGATION UNE "' "" "' — UNK— = UNKNOWN LINE 4212 W 178.59 .- 3I N 89 39 26 W T = TRANSFORMER PAD -+I = PAVERS "INDIAN RIVER COUNTY LB 4644" 3� ' " INGRESS EGRESS � =PAY PHONE N 89'4212 W (REFERENCE BEARING) 483.15" � - GRID N: 1248419.456 001-` 39.65 GRID E: 812704.561 0 0 NO I.D.a `I o �'I- EASEMENT PER 1 I ASPHALT I:.;F::::'„j =CONCRETE # a EASEMENT DESIGNATION , 0 25 SIGNAGE LANDSCAPE �I 0 rnl / - - - - - O.R.BOOK 1933 o ” r o EASEMENT PER O.R. PAGES 387-404 01 - INDIAN RIVER COUNTY LB 4644 0 000/ GRID N:1248416.992 OI BOOK 2105,PAGES 1619-1630 N1 9'42'1 GRID E:813187.691 V) 361.38' S 00'20'34" W N 89'42'12" W 1 _ N 89'39'26" W _ _ 60.00' SEE SHEETS 3 1/2" ROD BASELINE OF SURVEY FOR COUNTY ROAD 512 & 4 "LB 7545" GRID N:1248417.903 COUNTY ROAD 512 FOR BOUNDARY DETAIL GRID E:813009.107 RIGHT—OF—WAY VARIES (aka Sebastian Boulevard) & TOPOGRAPHIC SURVEY ;A \ / \/00 SCALE: 1 INCH = 50 FEET PREVISIONS: DATE: NUMBER: 2160039 WILLIAM MOTT LAND SURVEYING INC. WORK ORDER NUMBER: 908962 SEE SHEET 1 FOR A. Yi. > CLIENT NAME: STORERIGHT MANAGEMENT LLC B. 3800 W. EAU GALLIE BOULEVARD, SUITE 101 SURVEYOR'S CERTIFICATION. SEE SHEET 1 FOR C DRAWING NAME: 1s-39.DwR D. DRAWN BY: TYLYN BLANCHARD MELBOURNE, FLORIDA 32934-3285 NOT VALID WITHOUT SHEET 1 CLIENT'S CERTIFICATION. COMPUTED BY: JONATHAN TYLYN M�MOTT PHONE 321 -751-4444 FAX(321)-751-4445 F 31 SOUTH, RANGE 38 EAST C 1 SECTION 22 TOWNSHIP j G. H. DRAWING NUMBER:. 11 1 LICENSED BUSINESS "3608" COPYRIGHT WILLIAM MOST LAND SURVEYING INC., ALL RIGHTS RESERVED \ / H. MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=50' OR SMALLER SHEET: 2 OF 4 D 1 6-001 —= ;_.-_ - r .. .. ,. :,-°:.. •.. E,. „' air, ;; .:' .�r. y,: dy,9�ar.,�' �=�=.: _ �..,_,� BENCHMARK PHALT DRIVE _ �: 77 -T -1 -7—V -7-—F _� `� _ � 1 .� .lf�;��, z , T ,,-� . �- �� r�- � -� � � , ,4. /100 a. LVA WILLIAM MOTT LAND SURVEYING INC. 3800 W. EAU GALLI E BOULEVARD, -SUITE 101 MELBOURNE, FLORIDA 32934-3285 PHONE (321)-751-4444 FAX (321)-751-4445 LICENSED BUSINESS "3608" COPYRIGHT © 2016 WILLIAM MOTT LAND SURVEYING INC., ALL RIGHTS RESERVED ***\ /000 SEE SHEET 1 FOR SURVEYOR'S CERTIFICATION. NOT VALID WITHOUT SHEET 1 REVISIONS: DATE PROJECT NUMBER:221600 9 I/SCALE: 1 INCH FEET A. WORK ORDER NUMBER: 908962 B I CLIENT NAME: STORERIGHT MANAGEMENT LLC DRAWING NAME: 16-39.DWG SEE SHEET 1 FO R C. DRAWN BY: TYLYN BLANCHARD CLIENT'S CERTIFICATION. D I COMPUTED BY: TYLYN BLANCHARD E. CHECKED BY: JONATHAN M. MOTT F. SECTION 22, TOWNSHIP 31 SOUTH, RANGE 38 EAS G. H'DRAWING NUMBER: THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=20' OR (SMALLER SHEET: 3 OF. 4 D 16 0011) I- 1-1 / / / / I- I- __ / / \ / / / / \ I- / / \ \ . �\/ / : / / / / / / // \\ / / / / / /``'--✓11 / / / TRACT D SEBASTIAN CROSSINGS PLAT BOOK 19, PAGES 33-37 Owner: Sebastian Crossings Homeowners Association, Inc. Parcel ID: 3138220000200000000.2 392,77•. ' CONSL FENCE TYPE 0 __ _. I I I I I 1 v M. , v,. �., ,;� � �� "� � r.,r .,fir �`r��"� ., PARKI `STA x . _, , , ..,,. m _. _ .�._...... , , 5 x �, „ a.. _ ,.... ..__ . PARKING _STALL . .., ... � PER T FD DE 802 //U .',, x ,,, .., ,..<......._, , . NG LL[V�(SHOKWFOR ..., ,,...., ;-,.., .,��..,....,.w .: ,� _ ,.. ... ,.- .; v ;REFERENCE :� .:.� , .. h .,. (OR CLIENT APPROVED EQUIVALENT) \�_� s 30 t 30' _.. _. a �� x€", £ a .aF s 1 ��. I A- i Wo / � //U .F+ C C C .. i E IIA" N bD W to tn O " ^ C v I CL 0 I \, . ■ to W O *5 i Ln W CONST. DOUBLE DUMPSTER *-# ENCLOSURE PER CITY OF SEBASTIAN STANDARDS N Y . V o %s A. :*. . 0 C4 r S ��� a�Ll' I .��"j",,-___�,_ ��:-. __ __ -1 - __ __ �� I- oLI _' � �, � I BUILDING 5 - ss 5' f a k �, I I ` _ 15, 357 SF _I. f Ir FFE. 20. f5 - 6 r I _ _ TRACT A PRIVATE STORMWATER 1 SEBASTIAN CROSSINGS COMMERCIAL 1 PLAT BOOK 22, PAGES 74-76 I I I I ( + Owner; Sebastian Crossings Commercial Homeowners Association, Inc. amu'' I : Parcel ID: 3138220000300000000.2 ' , 2:6.3, � A r t ' z - s.. r s .: t _ PARKIN TA - f G S LL (S ".:, HOWN FDR REFERENCE g«.. r NOT TO BE STRIPED} /TYP, 0 ZEN � n �� r t r ... OO xF_ --�..``. l I _x- ] . " I •� z1 I m I I o� 271.8' 4.Y - - r ( <r BUILDING 4i�r\ fi o ,_, 16,350 SF - - - a N _ FF 1 I u 271.5 - - - - - - - E. 20.5 T f 0 I 1 yam.11. I\ i I I -_-------------------,__-----n--_-_--___-____-_-_-____- ' . I e= I I _ S 89.39'26" E t 271.76' r► y - -- - - i , I I -- ---- . r X i I I I I �� 2 Yx I ` r I -•-. % �".- 1 ( I W I -201 4'y- jo I I I _. 3 i 1 N I 1to x"� LOT 3 of . SEBASTIAN CROSSINGS $ I (. ( � ( r ; + I I i COMMERCIAL Z I ( I I I LOT 4 , PLAT BOOK 22, �^ - -�0 I SEBASTIAN CROSSINGS PAGES 74-76 1 I a I I I I I PLAT BOOK 22, SINGLE STORY 1 I PAGES 74-76 COMMERCIAL BUILDING I 1n "ADVANCE AUTO PARTS" I ( I m of I I M SINGLE STORY FLOOR EL.=20.72' I ( I n COMMERCIAL BUILDING 9240 SEBASTIAN BOULEVARD I r 313822000030000003.0 k DOLLAR GENERAL 1 I I I FLOOR EL.=20.04' Ir N t[) I 9200 SEBASTIAN BOULEVARD 1 I ti` -� � 11 31382200003000000004.0 Q CONST. FENCE TYPE 'B' I 1 20 O N 1( I PER FDOT INDEX 802 (- _ ' 50 5' _ O 1 W 00 }- (OR CLIENT APPROVED EQUIVALENT) I I Z ""_ `" - j d' t4i I I C NST ;KEYED. dCCESS OATS m �. I I I - °° Q I - - -0- (�EE ARCfIt TECT PLANS) I O I- ,11 1-1 -.-a 2�'--� 1 I I II I -------------- -- m p s 1---- � �� , I I 1 W to F_ 64' IL � ,,, 4-. I , 7 7 \ 47i i �N 0 + BUILDING 1 OFFICE I I W I 8 Z 1, 920 SF � , 0 900 SF I I �n I Z 1 FFE. 20.15 _.1.: "'FFE. 20.15 I I fg I U STAlNDARD�URB / \ i7.2' I I I O Z J AMI I I # m -------------------------------E--,----ConlsrsrOP_Ba�_---o- -_-�_-�ERSFDOTi�EX' f ------------------ _------- T &SIGN J - _ J a- r- ,,� i I 8 - ---�R10'�---- -- - - - - - - r Z 1 p --------------- __ CONS -_- 7'SMIPED Q _-- T 6_- -_--_-TEC BIEWARNING -�_ CONST. 6 I .STANDARD CURB SURFACE ERF T-1IVD€X�OrI - _ _ _ CROSSWALK -= -I-1=1- _, STANDARD CURB L--------- 10Lo ' r--� - - - ---- I --1 ------ 5'I- f-12-•-I--fO�F -� ---- 1 -• _ z, r- Q I R3' \\. I CONST. u R3, 1 " - y0 - - - I I WHEELSTOP 20 1;U --� - - - I (i7 -------------------------------�-1----- CONST• 6-� ---� (PROP SED r--�- -=---- -------------- --------------------------I SIG LOC�N- - CQN� � L- - - - - 147.60' STANDARD -CURB I � I - - - - - - - g u 271.76 25.0 I STANDARD �'UR� b fL s i . _ I 2 ' Xq �F• . x N 89'42'12" W (REFERENCE BEARING) 483,15' I 1 I 31 COUNTY ROAD 512 . 1. I I § Id �--_-- ---1 aka Sebastian Boulevard $ 0 30' 60' SCALE: 1"=30' Owner: Fellsmere Cemetery Parcel ID: 3138220000700000002.0 SITE NOTES 1. THE PROPOSED DEVELOPMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF SEBASr/AN. 2. DEVELOPER: STORERIGHT (SEBASTIAN XIII), LLC 100 S KENTUCKY AVE, SUITE 290 LAKELAND, FL 33810 TELEPHONE: (863) 216-8000 3. PROPERTY LOCA TION INFORMA TION ADDRESS: 9220 SEBASTIAN BOULEVARD SEBASTIAN, FL 32958 SECTION 22 TOWNSHIP 31 SOUTH, RANGE 38 EAST, INDIAN RIVER COUNTY PROPERTY ID/f.- 31382200003000000001.0 4, FUTURE LAND USE: CO CURRENT USE. VACANT 5. DEVELOPMENT CHARACTERISTICS.- THESE PLANS ARE PROVIDED FOR THE DEVELOPMENT OF (7) SINGLE -STORY STORAGE UNITS, ONE SINGLE -STORY OFFICE BUILDING, AND (47) COVERED RECREATIONAL VEHICLE SPACES THE PROPOSED SITE CHARACTERISTICS ARE NOTED BELOW. NUMBER OF FLOORS. • 1 STORY - PROJECT AREA: 5.29 +/- ACRES PROPOSED BUILDING AREA: 74,705 SF BUILDING EAVES HEIGHT- VARIES - 15.44' TO 25.17' PROPOSED FAR: 0.32 PROPOSED ISR: 0.79 OPEN SPACE.' 1.09 ACRES &PERVIOUS AREA: 4.20 ACRES TOTAL PROJECT AREA: 5.29 ACRES 6. BOUNDARY AND TOPOGRAPHIC INFORMATION BASED UPON SURVEYS PERFORMED BY WILLIAM MOTT LAND SURVEYING INC. (REFERENCE DRAWING NUMBER D16-0011, DATED 03/22/2016). TOPOGRAPHIC INFORMATION BASED UPON NA VD88 DATUM. 7. SOLID WASTE SERVICE TO BE PROVIDED BY DUMPSTERS LOCATED ADJACENT TO THE REAR OF BUILDING 2. 8. SETBACKS: THE APPLICABLE BUILDING SETBACKS ARE NOTED BELOW. . SOUTH: 6' FROM STATE ROAD 512 NORTH: 10' FROM PROPERTY LINE EAST.- 5' FROM PROPERTY LINE WEST- 5' FROM PROPERTY UNE MINI STORAGE: 20' FROM PROPERTY LINE 9. PARKING: PARKING REQUIRED: MINI STORAGE. • 1 SPACE + 1 SPACE PER 3, 000 SF 74,705 SF OF MINI STORAGE = 26 SPACES OFFICE. 1 SPACE PER 200 SF 900 SF OF OFFICE SPACE = 5 SPACES I PARKING PROVIDED: 8 STRIPED SPACES (INCLUDING 1 H/C) 47 NON-STRIP€D SPACES 1 55 TOTAL SPACES X10. TRAFFIC STATEMENT.- I CALCUL A TIONS PER I TE TRIP GENERA TION (8TH GENERA TION, VOL. 2) FOR MIN I WAREHOUSE BASED ON NET RENTABLE AREA (PER 1,000 SF) I NET LEASABLE AREA: 63,819 SF I AVG DAIL Y.' 63.82 x 1.65 = 106 TRIPS I PM PEAK. • 63 82 x 0.17 = 11 TRIPS I LOT 4 1 . ROMAR SUBDIVISION PLAT BOOK 10, PAGE 31 1 Owner: S & S FLP #2 "B" LLC I Parcel ID: 3138220000100000002.1 I I I I I I I I I f I IZ 0 En ICi:041(0)112I179'16-Aft-W V_DO M REVISION DATE I I I I I I I I I a REVISION NO. REV. DATE: P-0 05/18/2016 DRAWN BY: dak to Wo . ■r V SEE O .j EEMW J LL .F+ C C C .. i E IIA" N bD W to tn O " ^ C v I CL 4W 4A N ■low' .V-4 ,,r^ W L / v 0 I.. ■ to W O *5 i Ln W *-# L n = 8 g O V o s, I_ a 1 121 0 2016 CHASTAIN s N M SKKIL,LMAN INC. W ,``,,`,,,A,, �1 (I ",,,,,/,,/, w� ` A A L / /..4 3 '9 ,,• O• ,,,.I...... `.� Q .,�c a N S f -.,, per% �. W N ..: �� �. ,� % N No. N _ _�` =0 ,�FP -.�G i:0, ��%LORIp� ""llmIIm%%N\ o ENGINEER: z JASON A. ALLIGOOD, P.E. REG. NO. 71103 8 10 PROJECT NO. co 9876.01 0 SHEET NO. s 10 C -A1 ,a � I . 1-1 � ... . . . I,- 1-1 � � � � � � � � I . I �,-� .,o, 0,,� I-- � 'm, io 71.I7 - - . 1-1 � ----- I p -% -, , 1-1 � � ) lb** .�, , . �, �, . � TRACTD --- / I 00 go on -"( ,,� "e. � 1� -1 � I � � SEBASTIAN CROSSINGS -�, # I � , � Isis , 44I I SE�v� A � PLAT BOOK 19, PAGES 33-37 I. -Il-ir.....-ow -, 1 3:: V) . � tl�: y6b , � � I i vilnN -- ) I I I- -� ,Dgp'X �Ap,G 'Bocy- -5:315 � I I � I I I.-- 11 O.g. 5e,5- . -----� � qA I EL.=14.44'/ 4 11 \ ?VR -c�, . cNk - - - - -- NORTH INVERT I ."*' ? Nt�"- - - I , I"wo . -- I � / ' 11 1� \ � . � � . . TOP OF CONCRETE I I . , - to so so off"goom I Ili ', � I I"1111 I I -- - �/ 0.2' WEST -� .0, I.,. Q� - ,-, I . .HEADWALL EL.=16.4' " �:PO - - .-...Wm,, I - - n11P -, -., 9 .1 / Ib- 04 I,- \ . INVERT EL. -13.92' � � I - 1�1 . -'�� 20.00' WIDE �- � go om Omanoll" . 1-1 1� -I- --� I I - � lb� . �, \ . I . I TRAIL PRESERVE PER -- �, � we ow on to on ,,� / -- --- 0 *I WEST ---* - , . -- -- 1-1 \ I . ..��" O.R. BOOK 20,3),- - P4 so Wo on 0 � No -� - - - - --.P,-/- - - - -- --- --- -, --- Tp -or- 01' WEST ---' I 'p , A , PAG -- - - :� I � < I- I I -� - ,�, - 11 / --- VA 19.2J TYP) --, �, 0 IX. -W.- �_r- -I- ELE 77 I'll \ OF CURB �Z��P. *11 T I I' - -4, 11 . . . I I VA77ON 19.17' (TYP) I ., �0�� "!� -I- -� 0 -77 is - o 0 is 0 t . . . CONSERVATION EASEh . -`J 1-1 \ I ,,�, , I I . -0-----, AENT / .-- '_1 .. * , INN , -.-- . . I I I Ili 01 " . -is tf, �C�2=L-PAG-E- . / I.- I , I . -4s , 1� mr�- --�---- - is ------ . . �, -- I . \ . I I I n --� fir / .1 � _ - - - - - I . . . / fe "I . -1 I I I I ,, /I- --, --- ro-�- -� - - -- . 1 7H E. 0. A I (InD,�� . . .,. - fir ST -01 � I V) .1 i. 1. - <,, 1, W �� a -,, . 11 MT _o?) - 1` , ,-'� . \ - ,4 ." . . . " IN, I 11 �� I" � "I 'I'll � 4-nnx V I I i . . . I I I �, I I I �1- --, -f I -. or I . I I , - -� . I I- I .1 I I I . I i,�,-It.1-41-'- -.1 =L�m � LL- I- \ I , 11 ,,,��, - � I,%, --, � _,., �, � - . `111 I m �� I . , � T15 ,,If*-" 71-7-71-1 -11, , � *b - �,, '' / - , -` �Iij.--,66q" 0,� , , -0 W ST -1 � --- I 0 �--,W-: /-:-�-:-,.--:----- .. --'. 11 . 15"Z 7t - - , '. -, 7� I'll, .,4, I � I - , , I-- - - �.� ��Nb. ,Q I I - - - � - 1. - " - 1 - --v * '! I 1-1.1. --2-1'-, ��is .4 � ,- , . , - I - - , I- � tx -�,�. ---/-- -- � - I - J_ !�11� - �� :��,-; �:�:::�.-��: " -%'�' �15611VSI - 1. - ��.il , grjq g�f�,� . 1. Y , - I -I `)��-P� ��, -- ,- 2 ... �,�� "I - I I � . -, 1. I - 1. -.1 I 1. � I .... � 11. .I 11� X I.ORM. '. ,I r I I .. �. - I � I - I - - - . - , .,��. � w, I \ TOP L.=19.31' ... :��,�-,,,,,,,��,,�,�-��-,',� �� -, � � . , - - - - ...... " I TORY .. . ; 6 1�. , .� " � I � , , , - , , , , , * / "". -11� I . . � - I � � I I . , , - '�- I; �11 I \ () I -11 1: - /",.*" �-:,-, , , I N RT EL - ,�-, - . , � I I I 1. I � � 1. . . 1. I I - . � - - z 11�ic,- "I '14 A I - � � i,�-,�U �� 11� 11 \ � - . � 1'.%" 1%, V.%'.. --,",, - � - --t",�'-,-- -,"'.- I , 1:.., 4-.'�:��::�:,:;:��`/, � %.,%%� .,�,.,%. �, I 1/-.� -,%��:-:. ,�� " �1� s,�t, !� mp I ��,� -1- �-5�:- W , , 11. - I I I - - I � I - 1. -:-�-.,.%,.%'. ,:: I - zi.. , , , '. 1! ,,'.�-,� 7�t�z�;�7�i,A "" I . , I �� INVERT EL - � * - , / �- ��W,,-,-, ,7�,'., �,4;-�:, 05 ", 11 ,f - - + .. -1 I , ,- � - I �:-:-�;, , * *`/ -.":�.- . :`�:�: .:.�- , ,:�-,� ,,"�,-' 4 %.1-0, �. - I 'I '� �::: ��,�,�,/ , , , .1 \\ , � , I - -�. - �, , 7-1yu'. .VSK!"i'i a 5 I I - I , - I �1. 1 - I - . , , . -1� � . 11 I&- . , %%%%- -1- - . - �, ,.�, , - ..", " I ��-,� .� , DIP': i . 0 - .... I . �� 2 e ., \ I r " ", I � I - 1, `� " 7;� .1 , - "�,,� - --, ." ��I�, , ,t,�!% .' � -.1- .1-1 . � � I � - � I '-- , ,,, 4,7:% 1 . ,�V'l I 1� 7�',`, - / ::::,:- '�/� - -- , - - ,� .--.. , X---,��x-� i'�x,: , IT � t! 4,;��', � 4;� ��t / - , I ,� X, I � ". .� -�� � 01 . I I 1-1 I - - ,�. , � I � ,:-� -�-,-,7 ,::::-, , .. I , 1..,.�. I I - 'i � �,"I"%,:11." �%,.,�-." .V, I 1. - 11.11.1. v 2,- i� ,4. - - , �' - - - "-' - � I , I I , �// 11 ,- , � , --�, � .1 - � I - � - I - I I � I � . . I . . . . .,. ., I I � . I � I I - - - , -, , * , - * , - � � �! �' I'- �1`�'�.-1 �.'��AA�� :--.-: �, 11, - � � v ,�.;, , , , - � I ��-,�,-�i-z v.- : a --,,,, ' % . . . . . . . . . . ., ; .1 ,;, , W", ,�� %,% -!,- -,! �-, ,,, � � I I , �: ,-7 , -: - ", � � -�%, 'v, � � . � I � I � . . I . I � . ,- " I I I � I I I I � . � � * . I . � � I � I I I I - , -, , , , - , - � 2�: � �'x�� ,�',�,, --. . I I . I I I . I '.'1'.%'�%*i' , "I - �:- .;�A . !I z.,.t i.'�� . , I . I � � I I . � . . . - � I . . 11 I I . I � � � I . I � - . . � 11 . � � I I � I . . � I � I , - , -!v -, . . - , , k, ., , , , 11 ,11. -,Flo. � . ! c " �,,, '�t4 �- -, -,W., �,;�& -�4-��,��., 'i,C4 "'��.-��-- ,.,. I c � � I �.%..%. , . , - - . , � � I , I , . � - I � � � I . . - I � � I . � � . I I '- * :'AN. , =� II , I . " 4�i 14 1��--i �4- , - ... 11. � , - �, ..-,� " ,� 0�" !�� .- - " , --1 � - �L,,- �,:---, I - .::Io-� , , , , - . I , � , �- " �� -,- If I" � / : �-�,��:�.�,�:��,- �-7�1-�, , - . � , , I �� , 'k � - ,,�-, �, �1, x � ", . I , � I " . - --- - , I I %,�'. I I I .'1'1'1,-* I -11 -- zilv `11 , �1' � I I I I ." %i��:-,*��%W��`;� , �i4'.'-`. � �� , �� I " / - I , , , , � .� - , . . , , , , , , --.- '�/ � L 1�i z - - - , I ,,,�,��, `,,-� ,. ��"6---,,-,`- I : Z , -- 11- .. , .�L I , A, - -,�` 11A y ,7- , "' / 19.91 19.86 - 1. I I - - � � 1. 1. ... � � I - - .... � I I - 1. ". I ... I - 1. - � � � I , - ---,..---,- . 111- / - .1 , , * - � - - 4, ., � - � \ I - ... I 1111-1111111- . I, I ,��, �� ,.�a� 1 .... �- 1. -,-� , A-.,�,�, , - I. 1. � I I - 1. I ....... - .... � � , ,. - . - , I . . ,w� -7- -AE- '111� , � , , - , , �", �� Z,� � � , �� -�- � , / I - - - - - - - 11.11 -- � -... 11 ... - - � - - - � I I -�- - � � � ..... . . , - �, I I \- � �-'-'-' ".- -�-,-:`-` � - ... - I I 1. . �, 1-1- ��,-,:4��m"f,t",-�--�,,,�',�""?�-*"."�', �;I�,�;�,-� ��-XK-,,- -,,.'--, �,,�i-''- , 1� 1,-�, I , z - :� � Z, I � ��� � , :�, �, r� I / /, I \ ". 11 �� , '%%',:�%�,-- *, ":' 11. , - :,�', ,,.%, �, %*.'1'1.'.'1*1.,: ": -':� -�. � 11 � --�,-v � , -. �-- - , li-w�i.�. , .1 I < I I -�%-�::-:�.:::�:::��::::, �*-'-'-*-'�*-'-",-'�..-,�-,�-�"-""'�l', *--.%,.-1 .... ... m , :;�', �� v-.-- \1 I \' 0-1- - --- " , -� ` ,; t �-; ,.-� ,i�, . "�' '�- - s 6 I- V) � � I .1 .... ---- 11.1 - -1-1.1 ... -.. � .... I . � � �,,;,�;., I I I / I I . I I I I - � .�. I I � � I I I - � 1�41 . � - I �- x I / 51 -11- ',*'*'�%% - - n ", - -.%%-,%%'-% , - ... I I , I � � �,--;%�,%-Z��:-,,� ".- , �,4 ,�. -:% � .. I I coo -�'.-.%'- ", , - , , --� - - -.1-,-.-'1'1�:,%%--, -, � - - � - - - - - - -� -, -�- %. I-.- � - . ; 11 . I - " - � �:-,7�:'!4,�-, ", , - - -, ; --w-11 -�.,%"",!. �-: -� - - . -..- - ,\A ' I - �-- I I'L��. I 1, , " ,� -"o';, - - ,�A "'' � � - � .. - - 1- - - � - - -- I � ... �� , . -- ... I'll � � ...... � , - . I 1. - - I - .. - ,��", 'I, 1, ',�--,,-. - . - - �- \ \ I �','.����'.,",�;!-'�-4�,�t"%,-,;,�t�,c�,Z,��,�,, i" I . I I , -� : . * " "' .�.':!�il,--;!, �;,4, � - - %,,I�:;,.�:�:;*;x,�� -0 :� - , ,�'. - - � "' "� . - �� .. -% I - I .. 1-.1 -L I "" ,� - ,�--- � ......... -.. � -- - -1.1 , - . L-, I �-��- ,�4-01�'-, . -1-1-1- ---11---1-,.--- - ..1- � . .... � - � I I - -\ .. .... *�,-',�� I 11 ".,-,� , � � , � .,il-,�", ,,�4��,�t�,T>x, .I �, -ve - - 'q�TX, t " � � - - 1. - � � I � 1. - - - �%%, � . , - * � � �o --gl ` � - - I d �i, I . - . . . I I . ., � - , -�� ��]" " - � , - � � 1. , - , - - . . I- I -- ,,,��, - \ --, �, - -�-,%-,',%----- � , - - I I , 7!�� "' 2;`��, ,j%�- �',,�",.,-�,,,�,�.'r.,,i���,--, (/) I 1, 11 , . � �. � I -.1 - - � ........ � ... � --�� -!; - �'. - -- - I I � I I I I I - I � I - I I � , , - . �:�!", �','�, - �,� � , �., T";,�?'W,�-��'!,,�, � / .-I I 11 c .%%. `4i , '! ` "I - - - I , �,: - �--` �) .)Iuv, . -*."��'-- - I 1� I I t;-, `1"- 1'�'�' `��"-`,- -� 1-21"i -,-,� "I / I I I -4 * * �, I , , ,...'���'I'l�_";,,.,-��������-���-�, I I I 1 --,-;�.�;4� - - -,,,---,-,,,,-.-�,,---,-.,��,-�,,-�-.- -- % --��-,�:. -.� -,-. ;,v� ..... - - I � � - � � " �-,� 1, , �� �,;, " - .,- � `-�,-�-� 5 �-;'-' -," '.1 I ". -- ,A,�-`1-R'%' �,., , , , , , - - - . I I I 11 11 I I - - , - � ........ ,-�.;- ,��7,��, , �. � �,;. I I ;. .1 I / 10' WDE ,PRIVATE' ' I � _ , . ---,-`---1**- , - .... - � �, -R--,�,�� .-",!. I � " � - ',� I ?:: I I �� �. � I I - � I � - � ... .- . - - , - � ...... � ... 1. I I � I - � - -��- ...... 1, "."'.%'." - - � - � - , I 1. I ... 1. - I - I I -.�.-111� - - I , -� ."'.. � ,- �-. ,��L -.',',�'�', ,1--�,� ... .. � . I / .1 ''I'll" I I I ,� , - I I � ,, I - -- .. ..... - � - - ��- �%%% �,:.% � - - --:.-,-.%,- -1 11 I .1 . ,-, - -. , � �, 11 .. . � I, DUNAGE EASEMEN I � � . w --. \ . 1. -, -.�-,�- -- � ". ;.'::,..'- -L"IC " . , , , �. . I I � .. * -'A' . _ ,: I 11 , I I I ---�:-'1,-,--,-, I-, �' - � - I - I - -1-v1*1-�'-'-'-:.�-�;---- \ ... .. .11- - ---�,-,t�.Itl.'!��.- � I I - � 1 019,50 , . . - IN CROSSING5- CE)MUE-RCIAL / .= � - , � , ST -04 11 I I ,�,� - - ,-,-,--.�,-.�.,.,,--- , -11z.:�Z%:%- � -'-,. - � - �v-,%,.-,,.,.-.. - 1�111 I . ,1 - � I I - D -- . � - - w- - , * , , I - - - - 11 I 11 - - I 11 11 I . ''.. � I ...... ...... ... --,-. , 11 I , I `,��,`-, � "" I .... � . 11 , : I I I �11 I I I I I I . I I � � I - -1111.1111-:", :-� I I 1�,,'--�,�_,,�A ,� ^ ".- � ,- ", -1 - -, � �-�- � . .. .. . :e .. PLAT BOOK 22, PAI�ES 74--76 :-20.06 11 I I - X 19.72 1 1 1 1 . I I . � . -.L I -� I I \ -;�: -'-' - - I I � �, "I �, I , �-,�;-��, I I ,� 11.11, � . z I I ,/ / .. I I e �� --4,"-"%--]--- 1.1- ... -.1. - I - 11 1 . I I I , 'j, I I I I � I I -� --- -;V� - - , - I I � - , .1', 1. I;" - ,I- - < � , 11 I - I I . 1b , 11: 1. I . - I Iin � I ; � � " � . - I - - 1L , It I I i . ,- [m 9.55 1 . I �,: , , AREA OF PO TEN TIA L WA TER I I - I / I I I � � I � 11 - -1 , � 2?6. 1, CONSERVATION EASEMENT / 11 - I I I I I I i I- 11 . .- . . I �:'- , I I ,I- - , , I I -1 , ly 1, � , I I I I I �, - I . ,:, - AREA OF POTENTIAL WA TER I ---- -- -- --- 1, I -Y 'N . , I . - - ' - -1� � � I - - 'f' -� "';- � - --� . -- , I ,I, 11 - I I ". PONDING DURING 25 ,YR STORY , / 1� 1 '4 4 0� � , , I R. BOQX � - 11 I . : I - 11 -1 - I - . I I - --, ,--,,I�, J,,� 128, PAGE 1296 1 , I I - I I , 1. . I - -- M - 1- I , - 11 I I - 11 11 I , .; � - - I / I I I I - : , - I . I PONDING DURING 100 YR 5 TORY'---g� , - 3 :-t, ,.!- I I I .: . - � L - = - , I I I - � � - -, 1 w w , ,�, � - - - - - - - -:- ' I � 119.90 0.11 I- I 11 - I . I I � .1 , "T, ,� _ -, " . � 0. - _ , � , ,_ I , �,:�,--, ��- � , , - - - *---#=ZI)K I � I , - I I I � � - I 1.11 - - � 1, I I - � ., I � - - � �, � =5 - A;.51 1'1?,�1;,11--,- . -' .6 vVE;T-1 . - m� I , . �, I- --� - --/ 4 I. / I M , I I 11 I I , , -, I �, I "I I � I I I I I 11�', ,�,;�', � � I I I � , -1, - I -- - 1�1 - I / � I . I - . I I I I "I , , � I I � � I . :�.:, I � / -- -1 � 1-1 . � / -) / " I - I I - I I 1 - I � �* �, , - I I I . 1, - 1 ,, 11 : �Ix. . c- .. < , I I I � I I I - I I 11 - - � �� - V) � � I I 1-11n, / -- ,�- �, �, -j I /"m / 11 I I 11 I . I I I I I I -1 I I I T, I "I, �� I - �-',� - I., -I I � � "�::�, ... , � , I I � I / 11, i I I I I I I I - I -, " � 1, '-1 f, ,'- I 1, � I I . I I , I Zl- ,�. I 'I- � I I 11 I � �� , 11 , I . I . I , "'; / I ,", I � I I I I 11 - , � I I . - I - �-O' SANITARY SEWER C9 r) I I � I ': I I I I I I - -� 1i - - - \ -t I 9 /- - 1�11 I I ''I el. I I - 11 "I, . -11 I - I I . I I . �. 1� - I -, 1-;1 . I . . ,,ND MAINTENANCE EASEMENT , � I I I �', '' I � I I 1�: , - � � I . � I ", , I 1.11 TOP-or-n�uUTO�E n-=ta-m- I I � -1 I I I I , I I :� - I - � I :Ii �� 11 . I I I I I I -��! I I I ', I I "I , -2'4�:)C -NOT'n TNVER7 E�---+& 1. ' --1 I,/ - I I - I 11 I 1. � I 11 I I I 111c'-111 � I ,- I . I .1 w * EOR O.R. BOOK 2047. 1-1 \ I 1 �1, I I �� I I -1 I . -- 3. /'I"A ES 555-572 -- lii� I I - ,q--�,- I , , - . 1-1 -�g � - 24:.-MDPF- iNVER-T Et -.-44.22' I I - I I- I I �, - �, I z � -tr \ I I :, , , I . , -: �--� � I :, ',�-�-, �- - �, , - I � I , - , , - "I \),/ I �� - - , T 1. / - -- 4'q�iFACE41I-�VE4;FT-E-6.�-L4.9 I T I - - I I -11 - � � , ,-- , . ,, I ,- , I , - - 6 - - � I I I I I , I � I -, , � -"- , f- I I I I � � r -- �- . , ., U7� 1 ,�, � , ,�, � , , - k�7,,`, --� -- �el' -- -- -- - -- I -- - - - - ;I'::- '. , � -- - I I � I -11� - ��A,��, -','::-', , \�� � I , , - - - - - - � / �- , , - --- -- 1, -- -- -- --- -- - '--� 0 1 1 IT 11 I . , I - I I I 1 I I I 11, 1, I - . . - - - I - -- - -- -,�- - - - -- � \ V -(�o tj)- , � � I 11 I , I 1:,A� 11 I ; I I � 11-1,�� -��� -,, , - -_ I -- . I I 11 1, ; 1 I I I 11 I ��',-',� - , - -- ,� , - '' _ "_' ,-"-,-,-,-- " , - - "I - � � I, I.. I - ,� ,�,,-: 11 I �� - .,---'P,��",��,;� � �-�-,,,�,,,:,�--,a,, �,�-,�,�,, - - I 11 I . ; I - � � I .- - - 1. - - -1 , , -,�,,��-, , - -- � I I , , . - -.-� .. . .... � ,,--�,-,,-,�� �.,.-,"��'.'�'- , - � - . / , I . I ,,, - -, , _ .-,- - -�.,�� -, " , W , - I � _ -,t , ,�,,,,,a--� - - ' ,� - I , . -- -z- , ,. � � �- -- I I I I I , , - - - ---`11= �` -- b 11-1 I :) I IN- 2011 - � I - . I -, ; ,_ -, � ", - , , . I I � - , � =---'. .. - I , - - -e :. 1�- , 1�. -.1I2io.-,1 1 ,I -'-�, -- - - -I , 4 - � --- - �, --,.,� I , . , , - -- -� ,-- - - ,20. 11 I 11 --� - I I " � - � I / � -- , -- -- -- - � - - - - - - - � I � I Qj bs c:S ) � 20. 11 t 20,04 "� * � )11� -- ,�'. x I - I F W4 -1 - F I,- - . , I -- -- , I -1 / -- - -- �-j ---� � I I -9 cz� CN- ; , I � I � �� � I 0 I 4:; -- , � . / / / �, -- , -- I I I I I I � � :1 -,- I .�,Ilz - - - � , ,,� "I I I z , / �, /11 -- I j Q� , - - - � ,-, I , , < -1/ / ---� ... -j - I I � I I I =��, - . L-1-1-1 I I I I �,-:, 1-1-1 I j -/1-1-1-1 I I I ' r-1 - � -1- V) / ,-, , ---�-N-!,- -- I l I I � -1 (Z) u- , , I , �, , , - - , �11� - � . . . / -- I I . _j . I � 11% � 1�, .1 - I � . -1 11 -�, 1. I � . Ij - I � " bl, ( � . . . I ,"'.. -- , I , - - � � "' - � / / -� -- -- - - - --1 I I I N 1� - - - - . - [� _. _ _ "�' 1, , ? I '_'�,,� -z�L I 11 - , . I- I 0 "I" 11 - I . . . . � -1 � I I -- - - -1-1 ] � I , I - � ,,�,, -- -1 T -t - r ,- - �� - 11 -� / �- BUILDING 7 ,]�LLJ - .- - 1111�1 1 -c`4 I, Ao- I - z -- I 'i � - --ELL I- � .1 - - / / -- -- � - - I I l -� I � R Q�, - - - - I -- � A7� -- � 1, I ", - - / I/ z ,�� -- -- I i ,:� � , - I-1- � - -- - / , , , , I I I I .0 -2 ,Q; -"i � I I .� I- I/ " ,,� -- , -11- - I T1 I . , (Q) �- I -1 �6 1 ') V) �, L . , -- -- - -1 , - - 1, I I I I b�l--- 8,270 SF - . - . . � Q �cs L := --1 - X, -- -- I ---- �� �- - I / �, --, . . . . - � -:11 -- -, z,.- -- I I -, I . -1 z I -- � -- ---- - - t,j '-------1 I I --� 11 Z' V) - I - - - - I IF � - - - - ---. ... - -- lr� , � I . C.-) loq < I I �, -7--- F'FE 2(-15 � - - -\- - - -- - . . , -4 . I I z -- -- - - -- �� ,- -10- I Il � l I -Z�:,,,,� .,-Io, - ,11z z ---- -- - j �� . . (A , . � -- . 11 -2� �2 - . .-I - -� - - - - 1�1 " I/ �- I I I I -� -�-, I ( n", ,- ,-I, - - - � . ", 'it I --11/ ,-1 ,,-' -- - -9 - - - - , I I � I I � �, --.; / / I . . � - , ,-�1�1� - -,- J � Q � : I 1� ---' "I/ / ----) l, I / 1, z,U) I \ . I - -- -- - - - - .1 - / �, -- -- I Z - ���;- - I Z*3 t< 'LA, -� . I :- -1 - - ,:Zt I . --- "I i �, 1. --cjj� , Li in I ,a I . -3 . . -�- - - 8 - - - - - - I IN - , . j�l 4-1 � �,,� - . I-, . e_.1, l Ill l I I I I I �: I i . I - To ,- / / , I . - _� - 'CONSERV*T1O?T-EXSEVENi , --'/�< ' - I I \ . . -, ,- �-, 11 �, -� I I A I . -�,��`," - - -- � � -�-, / V-,-, I '.-� ----, ""., . '�;,,�--;', - . , "V , - - - I I . 1:1. � , , , - - - Odk'. BOOK g12&,-PoE--T296 -- -� - - - ) I I I I / f- I �1 � �. A- I I ,-, , � I :) I I I I "I I 1, �v 1-1 I I I I I \ � l I Ill � I I - I ,;� - '1� . � ,/ / " -- I l I I I � '! ,iZ,,`iZ�".: � X z , - :� - '- / I � - - / I � ,-,�,-, I I ' -,1,-L � V, - .1 -- - ---- -) , i I � I . . .1 1�11--, < I- , � -- - - 0 - � � - -) �, . 0 �� 1 20. 11 � , ",�' . �` �, ---- � - - � I 1 ��,,�,-� 1-i��,, ig',?!; I , I z - - , & , :, I - I - �- -- � -- - - , - , I - . � -- - - ", , I I I I , - I I - I i � �"-LaA,,,�fi��',"�,� ��]F.��,"�,,�,, - � - 1- " 11 I I I �- I " , -- � - --') I I I I I , 11 -- � I - I - � I ��""-,.,��-,�f",--�,�"",�,-,,,�""�,�,,�.""--, % ,-, ", - 1`1� � '1/1 � ,� , -, '! � �- , , -- �� - 20 1 `r- -, , " , I ., � �.- '� - --�� � I I �,,�` - - ,�, , 1�!` I �, - � - I I I �",,"' , � o, 1 1-1 - y � ... I , -'-�� -1 �' " -!--,� �, , --,, X 20. 11 - / 6 - I I I I ' �20. x -4 - � 1�?-`t,� 12, ,,�, � """,,- - 1-20 11* " ---- � I I III ; 1��,��11, � I � I '- ,, �,--,,,� , �,�;, ..- - ., �� �' o'. �, -.T�, I ...'... ,,�,,'; -, _-- ,,, � , , A,- -,y� � i ;�� i� ;, � �1-11 --11 I 1 4 � , , ,- ,'I �7-� 1 1- -- -- - / - 5- - - - ---- - I ;- .1-111 IM . 1. 0 . � , , I CT -n7 �'��,"��"�t",I�:'.',��','�-'�',-,�--',-,, Or -1.1 - , - , L - - � - I . I L ,� L- L I , � --, - , - �i �� � I 0 1 � z, -- 'a izn - L -LL 'L . �",L,"L, -'�pLi"T�Z- , I'll - , -- -- -- , � -,- ,�L"i �-"� � - I �s I "'-,"""L L , , L , " � ,� ,.;e ' L .L�L -'-" �I� I , . � , , I 1, � - - - I I 1 -'�-,n --,---Q,:, _�� ,- ,,,,, l I I ����.'�.'�l,�,-��,����'-�,'--�,',;�,�,'L','i�,!-,�-'�-,�.�-,, 7 ..o-�� I I I I I � j I L- � , - � �7,,�,,�,-,,,,,T"-----��, ., �, -� ST -06 ST -13 ) � ,:.; -,�-,11,11, _ � - I - I -� - - - I I , , " , ��,- .,:�� . .�-� - .1 . . L ! -�,�'. . - , � - -- -�-�� �� ii�, I --- �,-,.,---,�,� L, L L" �'�;,.II41 L '' L L � � -- - - I - � - '---'(q I I a --- CON TRA C TOR TO CONNEC T ROOF 1-� -- -- / ' , ' "'LL - : - : 'L , '_`�_;' - ,,&':7,- L, I ,- ,� -,�-, , � -,L- � -- -- 4 - - - - - - - - - - - I l I L I - jz- -k -2� , 1��`; I" kr�4 ..... -. � il I I I A!I - -1- - - t,'��-' IN _ L .... . .... 9 - -- -- ---- , , � I �-, - �" ' - - - - I rv- eq � _A 11��`; `-4'.oN,, 'go" - 2, , , . . '. I - -� -/ � , �L4 h, -"jq'j.qRL " n k I .1` w- IP�-�z - 9.51 - -� -- 116c -1 - -1 , 4L" frL �, , k -'j , ,� DRAINS TO ADS DRAIN BASIN -- ------ �- & 1,-, M, -�. .,.,. 1, A-, h,2 IF, _ -L E,___" , - , _ _, � �m, , �- -- I I I I 11) I I I , A- 11 L ' L L. I 11 L L -- --- - - - -- - __,L�____k,�,,, j 's I* z ' �L _��Y_ '� --- �, --<--1--'-`1 I . I I ' L 'L Ll�y -----� - - TL I I I . I -, L L-_ _ , . �� _ 1, . I - � --,-N- . . . . I . "�, � ,%: L, � )IIY ' � � �!Y � � �!Y , L �' 36 � �!Y_ ,�C,,',;�t ,,�, " ' ` - . � � - I I I ,,, - -. \ CONST--,,-,--1J,5,,,LF �� � � - L, Ln , , - -� ��'�t-`L- ----`��=� 2 � L't�- -- ;�,;,�_,,�-,z-a,v-� , L,' - �f L - ---- -7, ,�Ir� " , , -, '9":50'_-.�,�'j�,f -�' 19 5k� < -- --__ -- ---- I I CONS T 101� L 12' 1 II - �,,�-,,,,�;�-.5z��,'�,,"'�ia�,���- ia, - ' "�- _��+� L. `W- "'I �ONST 135 LF JO �. : i -�'O'i��' I ' ' - I L"' � I I I '�, I I ,, " - - 11 �-, - ... ����__,���"L�,,�"",I;L�.,.�L�,�"'. I " . ,)/U -11-r � ,_ , -� \ STORY PIPE 0 0.40". L '�"j��L.-�-�"-,�-,,� � - �`� - , ` -� , -�-,"' I Ifm I - /- LIMITS OF SEWER EASEMENT ,� �� 0. . � TORY PIPE 00.401-. . __",_,,,j,, -,��--,i"""�,-�,-,-,�,','.��, �- - 11 3: . L I "" , , - 1-1," �L"7:-', L � ,�,',,, _ 'L, _ _,.�, ,-:, �_ L. -< , �t_ , L 7 L'-'- - '-- "j�_"'--Q,� ; . ,L , : I --.- " - .� -- L �, , V' -L � 4 �,� - , , , I "'Li � L'��"��L"`�L L - , , -- 1b, ZU T -.1 I __ tp-n ", I I - I - �� ,��,� �'�'� � ", -, U., � I .1 L �-' �" �1' L �,f � �' i� ki� """. --'� _ L - L", .1 I � � -, - . I . -,--: - 11Z ,- �%K��-�-��;11-,,,. -'L ��L, ,�,,;�,�` , ,--,� " ,Yxl,----� L - 1 ,�'�.,-�, PER O.R. BOOK 2047 r -v a 7., I, .-� , .' Or .L L , ��- _ , , ---'-- - - - -�:' 4 12" --,�-, _ _ �,� , --�'- -�' -`� "' , 11 00 9, - -- -- -- i . - ��r""'��--,�L - 'i�`� , L 'p, I -- A. --------, ", L -r ' I ,�,,L, , ." I --- - - - - � - I " I I I I I I , �-�`;'-, �'L��L -"�� .. I r77 . IN . I Ell . � I STORY I PIPE 0140-4 11 - L� PIPE INV I � . ,�,_ _ _ 'L�� _ V) , " EL: I 11 A � � �4� 6 I I I , - I -�- - I I . , I I I I ,,, 4- � - - -1-- I LPAGES 555-572 L -- I ll I \ -"5,`�-'-,",--LLL ' `- --- , -," '-- - '� ' ' I 0 2a i k", ,� C -- i T i i �I�L -* L ' - ' . / � ;iv" � - � `�, .�� -�2"�' ,,'': 'W, ,4"�LL , �. -. ,; ""I (N 'L L ' ' I ' I I - - � -1 11 I - 1,111�1 L �L --L' - �,.' - ` - �� � , - " L ' , -' �� -, ILL I I .1 . ., " I � ,',�, -,,, ,� , , -�- ,�.� , , `�`� " ---- -, " --' ' ' ' L . _�L L � , ��;�' , , , - � - � L -_-_j' -,- �,�L J. I I I I I I I I I I I I \ i,�,',,`! �,,,!-, %,,�,k �, , � , , , ,�, --,`,"L'11� , -��, ; - :g I ; - - 1 41 ' ' - - -' "I" " -- , L� -,L " - - �� '�' � `� - - '�-'�' � - -?� i'1,1.111 4��",.� , L _ � , , 1, ��'7.' , L "4 ,,"� ' ��, ,; I , � , ,� '. - , - -1 \ -, -� `,.'�, -'.' � - � �� . .... . L , - ... L - ... L , ... L , , - L - -z - I , , ;��,- - ', -- � f,�- . , �`,' I , , , _ I _ , ,. " L - I L - L , , __ � ,,f:L'�,, - , _ �,� , � , j"_ I - �;L - - ,. 1, I I I I _:�' �L�-,f� � "�'L I "I -L" , . 1 -11i�, ;, I _ L - - -/ , L � � �, .� lL , , L , �,e2, -- I _ � �, � '21, EXIS 77NG STORY WA IER POND I I I I J� I \ �j,z; �,,,,,�.,� (F ,,, ,`�:�; �. ,,,,, I , , -- -L�� ' ' _L ", LL I - �L" L ,' ,� ,," - 7 �,� t� �,.`, �- -�g -, . 5f ,� - I L;t � , � L _ ".�,p 1-11. � - .p. ,V,�'� _� - ,L_ _�,� E _, - � �� , I _:�,� �� , 'f � � " �� ��- 11 ". - ,�, L �- �� � L" L' L �� L, - � x� M"], -,- � L � w A' �Y" .1 �, L ' " , ��,,�2k,' "��', � � � , - � ,� " L � � 1�_, �--:, 1, -�,-` - 1:1 . - "' I ,� �,�L- L, I ;1 , � " , I I / (n L ERP NO. 40-61-98440-1 1 I I I I 71: L - L I -, L _L \ l I I 0 1 1 1 L,"" -L ,-� L� -L,,-,�_ ,�� � � �, , � I :: , , ��, _ ,�� , , ZT ,�., " - , � 'I- -41 , �, ,,*,,--- - L �' ' , , .,.. L 1-1�-� `-- _ ,,,_ L�' , � '�L-,7'�" � L � �-, A- � I I I I I I I \ ... L """"'."', ,'�'L`, - 1� L � " , , ,; �,L "-�'L" ,� 11 \ _ L 11 L�! - - - - - x � I _ ' � L -L' , , , , , - ,� �, L 1�_-,L&, '� �L '� L' ... � ... � ... � ... � _� , -'-� ,4_- ' - =' � I � .1b - - - , - I � " . - �� - ." , I � , - I � -/ , - 25 YR DHW- 18.67 (NA W) I I I I , - - I I I I \ L --!""�, , I " LL� � , � I "]"�,�'-L"L 'L t � -L, . L - L �L"�,�,�",��' ,,S�, ,,� �; , _ � L L - " �LLL -:j'�' ' ,�,--','1�--n,zF� - - L 1. L ri�l I "" : , I I ,,, I k ,;' ""' �- ' L" , _- , 100 YR DHW 19.27 (NAVD) I I -1 I I I I I I f') � � " - -� " - - , - , � L��'�,�� " �1� , . L L "�L � �'�7 , ", ' . f I L - , - LL �L� -- -- Irl, I I I . % t `� �'.�'L " �,' �-�" I - ' ' 1';�' .0' WE �-r- - , _, L " . , I -- , " L L" , r - L " _ , - - - �-, R� , -- ", \ " � L Qj,': ,�,, �;, ,, -,,-� - _ , L .N -- '�-` " ' , -i � � - -70- -,F", - _J_�_j � _ _ _ _ � ��,�,�, " ',�"'-,`�'7,�'ZL� �'�"'�"L / , -'..--�, ,7-1 I -" " � L LL 1 L ... L , � ' -, ��L _ ' - ';," �� � - . -1 I � , � �-- �-, ,� -� ,�, Vj -, L , , , , - � , �, -,�,,,-- � - L'� - _ ,,, I ��, - - -- - t -��- .-,-, - , , L I ,- -� kj \ - , _ " - , �L,�_�', --- -- BUILDING 5 �'v,�LL�,,--- 1 I I I I I I I I ;:', I � L.R'Lt'r �.� -� i .1 � 11 I -, I I I I I 'I, ��? ",- - ''��, ,�� "L "I Y,,- ,Zlr�' ", -;,,,,- -,.--,,,: -L I D L " , - ` - " I / L I -It _ L- " Zw' ` - - . - -.- , - I - -,�-, -11 z \ _ kZ �,--L �5 e '90L �i,,,,---�� ,,-',)- --,� -,�� - � L� "�,�".�",- L : /I I I I I I I I I l I tl& : i� ,__ i��!.:S jg L,'_'*L I I I I I I L 16,580 SF 'Ej , ,, '5-, --�,Y.�",,�,--" ---L:z I - 1�1 ,W�j �., �,�', �,�,"Z�� t -,!, .... .. �' ' ', " p I . - - - "�O _ _, _ 0 .� L L , ',�'�--`�-'. A � - Z 4m," �-,- -,41 - ` - .. --i��'_� LL , _ ��', � --�' - -�"- � I '� � , � ��",-'��-,'-,',C,'�,-�,-,-� I f 'FE. 2 � - ,,��-,2 , I I L I I I 31% _;�'L I k ,P � - - , L, L , ,,- � 1-1 . I I . , ."�, , i , --Z. '�j I I I , I �""Z ' ' L ,- I 1- . L k -_ 0.15 / , __ -- r, - L I � " - I I _ ' "' �7_',f� - . � , IN Q�L-111- 1�1 \ LL ��- i - - �%Lt_ , � ,� ._�'� - --�-v,_ _ I I I I I L L- ' ,,1-,,.',%L 1 ,4 ,_ n ---- - -- -.... . - . . . _ - - �,:�,-,-,�---,�',,-�,�- , 11-0 �,�,,�-- .- . I I ' , ,� 1,�� 'U".` -,5- --T - � I ��< L' _,�� , _ - I _ It 11 , I I L - ;eLL " �."� !L�": _ , . ", ", -�'LL -%��' � 1-1 I � L"L ,,� �L,"`.�,� L _ -1 .. -� ,,L�L-'� -�,�Ui'- � ,��!;f,�,'��,-,L,� 1:I!I: �;�', -,� "_ , ' - " - ''_,I ". , , ... �L�?�,L�, � I I I I "".""',�-- k,, L� L I � �LA , , ", �. ""'! -�_ . (n 'I --.. L, . 2 -,�Zlv- � 4�lj 1 � � _�,"', 1\ L , � - - - , -1 , � , �----,�--��i-, - , ,- a , - ) I I I I I I \1 :) .10 , L�5" ", , I .L �� -� , ,, UjL - ', L, �'Lj�-� a '. L . -k ,,]��,, , , � -_j I " L' � ' " - _� � \ I 1 _4 _ -- - _t - ' ' I Y, � _� ,-_' '- * ,-- -�,� -_`�` - �,- K - - �\ I I I --,"�Ll ." �L�� �L "L " k �,- L - _, �-,- 6�0,-�- - .,!�, -;� L- --�g ��n __', Ir �,,,,.," L I I I 4 L I 'w- I L _ _ "e�7w�- L 1, , --13 " - " "' " . I - � ' L �' -- , , , , , ' .-� L ,� I _ ' I -.- I "_ _'j - �� ��Ijr " � - 't 7ta� -1 ,�'L ��,',';"�, � I I z - � L �, � __ �" _� , �' �""L, 'j , � _ta� L � _ _ - ,_ ' " �, �, q, -1 � � I I I I I I- L �,r�,- 113� 1 --� _ :�":�� " ,n --Lt"',- - 11 Z- Ilk. 11 , �;.�,_ _';�,� _ / ) I I I I / _,L-L�_'�'L.�'L I I I � I I I \ ,e"_� I- \ I � --- - � ,-- L'�'L,� L , - I I - "A - - � " 'IiZ,11-1--� I I . I, < - L_� ,' ��§ �_- � I � � L I -�; � 5 1 L 'r -,- - -`�- , / / Lo "" � LL I -t� Is r'-�"" '-L �1' -- - -, ., ,� L '\ // ,/ I I I I I I I I '�;L§ , J -L --k I I � -, \ --1 / I I I I I I : - �'�� " L , "' ,� A , L4;, , `� �"'��e 11 I ,- 11, - I 0ftoz L 11 lin , � I Jk I -- - 'LLL ` LL - - '* , LL - �-- - I 111" _ � �-`111'11- \ I . � I / -""I,�' `,'1L'1.1'1-- �"'-L"`L--'L--'--"'-" �LL _ L I , - - " '. ,,,,, � � - � -- I/ I I I I 'L-"�L�" "";"§ ' � -�, ��,,�','- - 11� - - I r," - �t � � z -rd- � � L,; - � �, --, ;FF n �, t O L � .11� , _ �W�, . -- z- - - i��% / j I -, \ \ , :�� _ _ , ," I .'\ `� ','- L 7 " , L � - 1�:_ - � , / , 1jr L L \ � � ,z_ L�� .1.14-- - -- L �� L- . L - _ �� "' �� L � -- - -,�-`- " - L 'L 11 - �W��, 1-1 - I -7, - - - � ""-, L , I I - �' - �- - - - - , 4t. ':--- I � I : i �, -1 ;�� - - - - - - - - . 11 � --L � L , ';! ��4,',,,� 1 L - � -, , ,,- .--� . j.�. -!.-W-;� -,�,--- M . L- t6 1 1 ' �-"*",---"�" �--�,g:' �sL",'j�-, , - , I , - I i 11�", 'LL ," , " i ��..;- - :�, ., - �, i'!1m-"1tm29F-1rFA-- , '- � � -- ----) - �' -L - - - - , --, L - ---, . i, I � -,,; �-�L�0��,'���, , *IS- A� -.-�- 4 .1 ,-,:",, �,�,��'-',,'�,�,- -1 �- T- 09 , " "� ��.,�: L�, ml',,��,,��v =-�,� 1 --`4 1 - 1-1 I I I I , / -,�- ��- "L"',4&,-,�,,-, , It S---) � , � ', -- , `- , � F - �� - - -- � ----�,-- 5 \ , ' , " L' ,:�� , ��'_ ` - -- �-` `�'L � ( !L;�",- " ,� �� ,�,,4-�*,�,�4, ,'-,- �,� �;-, _,i'�,` 3-,�� -?" " -,,,-,,, 'T - )-I G. _ , / �L�,��,�,� ,��,�,L�L"�� L2 - - ,� ) �', ,X qfl " _, _ 64 i Q r -'��'�#;", ��'� L-LL,;",2 JL � - I'll / / / / / ,- -- 5 1 / _ "��', , I ,,� I , - \ - - - � "I , I I I I I I I I I I It !,�w�,4�2�, ,-,,�� , � 1, ,-,, : - ,'� , 'L , a, . ,4�,it�,,,,, p --,, 4�, � - � *;�,-i-,"L.a , 20. � I , � '\ - - - - - - - - 3� - - - - - /L / / / -- / -_" -'."`-' 'k, � g V I L / 1 L ---",',,,0� �"-""�`�""L,""�' ?� " _ � -- , W p� I -Q \ � -te-;'11-1-z'�,'-A'- :-,i,-,,;��'c&,,,-i,7S - , - - A--,-'Rj I - ,�, " ��"'� 'L , L ', I ,� , :�, , "' I��- � S T- 08 '.---,-, - -, --z ', -, - - - - , T / I I �--A -41LZI, , - , _ k 1, L';- , ,� ��,,-,, , ,�-', _',],',,�� " z, � - � 5 - - - - � / / ) , - L :S:T- �O9 ,�, -Ir r - \ - - - I I 1 117 L'� ,, � " V�,�,,9, - K, E-01 -- . , - "I - - - - - - -- -1 / �""I�'I'�ll,�,�,;,�""�'I'l,"",�1-1 I L�� f , `- � L " L �11�'Z�V-�: 9�', 11 L ,��L" L I L �� -- &��- - . I 1§T -71r '1�10 f-��,"��� - --`�7,�'� L L, I I 11,4 � ,--_. -111!Zi-'�`i:: I I - , L � , L - - ` � ,'� ',7`."- , " �, . - - �� �m . ,;,t,- - ,g��, - !-- - _ 1, - -- , L - - --, / / 1-1 T6 OF/STVU To Rj Ei 1� I- I I \ .�"t','ai,���,,' , ,�,�o,',,,, i���,� , - - % ,,,.,,- - - --- - , ,�, t,- ��W�f;� ��LLLI `.-- - - 4 11 1- L < - I- - - - - - - - - - - - -- I .7 .' 'L'��-�","�"" � , _ I'll �,. . �� 11 ' - L I 7 t-- -' � ---- � it-- -� I" �, :" (A L - - - - - - - ----- - / / ,-`r0P OF,-PREK,C T LI E� 1� 2�' 1 ','�),k`�'Qr-�`� ) kt� �� --:,ZZ � " -V"]L�q& k---� nk- � -�. ;.Wffl5--A - a iinnj�� r� L - - - - - 7 � '�'� , -- .9 11�"Lll Ir.'A IFLL�i-j -L f�;` �$ n - - - - - - - - - - - � 11H V 1)� 775, -t\\ \ � LT L '_ " � L "VI"", �,A L 19-55 -, ... - - �� _ _ �- m� -,.r1L!- " - , -`�1`1 ,�,,-,- , � �;;; �, .� �R ., -1�ff: ? ,_ , I �71 �� - ,o- L �11 ._" L � 0 - tL - - - L - - L . --l- . - 11 -, ,, ": - ' , g��.��"j�",�.L� _ ____ ,L��:L" "", ,, - , "' ' ------ - � ��gv'" E&: -M 'T - - - - 8 - - - - - - - - �/ -, 'To CF a -;-��'� ' I � - - -1. - L- C(W� � L -- , , WE-& JAV T � f, L 1J5 ,LF JO I - -- ��. , , I LL " � � - Lf:,.. ��, "f�., � I -&& -� CONS . 49 LF 8 , �Iz L L LL - �j-- , - � �7 .:�� � I ��-' - - L " - '�� 'L.'L Y -C L., I .- - - - � ��-,�_,- - � I I , � - - - - "- �- - � 1� �, " - - - - -- 10- - - - - - - - - �OU ER,T EV.=9/37- �i'1:111TN _wL," � �_",. , ,�,,-,'�",�l ---,�,,, - --,,,i",-r'�",-', LLLL I ; �"'��L"" LL ,� PIPE,:,PLO.46 , � 'XII -ma -10 I PIPE 0 0- L -� .. ,:V, I It � -, -- 71��,�,-�,;�,-,,-,�?o I -- 3./ �'t, \ "', " L_,� il . _ I/ 1� 1-1 _ , --- - - .1 I- - - - - I I- ,�H ItE 1, -w- -. : ��,"�,,��',� -L L _ _L ) I �-1-11!�- \ I - / ., I L ,,� r,, 2, ,;�,' ' - I I I - - . ,N1 - - - 1�1 / / / ,��,� .1 � ' - I r CON TRA C TOR TO CONNEC T ROOF � , , , - � �-- - . . L L I �Iip --""L �-,L - .�111- , ,I L ' I ,_ �L -' 'r ' , \ (A x - L.:.L L -1, - � ,,, -7 1��r,z -- � '_�, LL . _ I - " , � , - - �_ .-- , �� - - - - .1 ( 1 L� '.- I I ,,, - , .Z - -,�V - , �- I , - :1�t �f-,�,-�, ,"::"�1* _ , ._ ""da- �,m, � x 0 L -- - 'L 1 L � - �-I� N;4 I -1 - 'i L --- I I - - .12 -- - - - - - - - - - - - - - - - - - - -- Z// / / 11 , . ...... � , * - ,,"�L� LL��,,,, ,, -- � ,L�, 0, 1 �L - , �,� 1 1 - - - � � - - - - - 4 ,�- 1% L""L BUILDING 4 L W L , _ � -If. U.� z DRAINS TO ADS DRAIN BASIN - - - - - - - - "I - " to �-�,',,,,,�--, � L�",����'-�' , i _ _ R, HDPE 1� c-, ,- I ,. - - * ,,,� < - " � ; - t� '-: �, 'L LL , - _ L � - - L';'� "' 'L 1�1 \ ..:,�* LI) . T I , L - - - - - - 14 - - - - - - - - - - - - - - 2 . �/ , - - -', �, � -�i,',, 15,00 SF ? - - , , _ -4i 5* UTI, . � I - - - - - - - - - I ,�, �'o � :: ,�� - , ��:,L.. '- - 7 1 L�L rTY TASi!004- -- . � 1-1 1-!, ft I, /' _ ,; - -,,� , � _ - C L L � ." " ��, I I . . - --", / 11 ,��. , � I , ,��,L,� --'L I 1, - 22".3, PA44E 242i - - - - . cz, 64 L",� 1, ---.5, , .LL,'r. LLJ`�`,, L�' Ai -,P- " - I 1-1 , - I- - I- i; TL,LL-�11 I , 'r�,Ly . - - - - - 'LL-�" , L - I I I IL .111. � D --'\ I , ,, - - - .1-1 =1 " ', " " L I (fL.TCHE � ' - - . - � , f I ,_ � " - I97E'RTAU �ME�GEE( (.5 _ _ �', �'.�,`L , __ � - ,,, , - � Alt PR e , "' � " . -,,-,- ,P't - L��,-�'��LL" L, III - _ . - / I F ll -Zt � "�� F 7E. 20. 15 , L ��'! ,-��j _ _ - - - - - - - - - - - - - - - - - - - - - - - 0- T RIV AINA EASEMENT ' , ,z, � ,�, �,- � I - -- - - -16 -TO. WDE 1/1 ik,o-'�"" '�;""'-�L` ;" LL,-'_ L " "'--- 1 - - - -�- - - -� -Z I I I Q W) I ,-_- - - � L - -� -"-.� - L - - lAfrC-ROSSINGS 06MMERCIAL � .� . 3 1 L'�� j_--,4 `S",� -t �,,- Z,"W 'L' _, , , ,,L'_ . ,,L'_ ,,L'_ ,�L�� I , , - � . - - - - - j �� �� �� �� . . . g-,,,;�, I �� _ �" / - -- -j . . ��g,�'�',;�'L , �' * .11 , I I `�' � , �,�L,��,�,!��'L,Q L '?-' L PLAT E � I _ " 'L L4 -Li , ��;"-! . L I - a, , 1- ��� , . d -- - - - - - - - - - - - - - - - - - - - - - ie, 177, �: --'---�-, , , - , Cj� - - -"- - L��, ,6Q I I \ L L L - - - 18 a L � ',�-L ' ' LOOK- 2r PAGE5 74- 76 1 2 ,,*: tt , - - , _"� � ...... 5 ,J Q� -, I U) Q Y"',"I"�,", 1-1 , - - -- � 11 131- � , -- ' -1-1-i , � :,� -,:��. L� � -- !I 11S.9 I 1 111-1�,7 1 , I I -� ?f --p- ��I,q gIo - - - 4 ���11 ,�"- - " " .�'�,� �: 1,"L-,"�,"-L L'�,�� Lr,Z - Z., I. - - - I '? - - -19 - - - - - - - - - - - - - - - - - - - ,� '. � - - ,� ...... ,- L� ,�,!�,7�, � - ." - ! - - ,�',�,`g,� : "'?" - L �,�2 L : ,L�,��'L � - . - -- Z 7�� - - -If- 7 - / - L L .� _ �'o, - , -- - -- - - -:;�Z!Z,�-� �---i-2- - - N � , �', -" �� - - "', -, "'L -1 �, 11-�,� 11 L , .., � ,,, � v_xll ,�,,,-- I :' f -77T-,/ = -/ - ��y ::�=--= Z --,Z- :::Z � -- � ,� , , - - - - ��,�;a - - - - I - - �.- (,) ,"", - t / - ... 7' 'A , � I G , -,;m� I , L L Hr�� --�. -� - - - e - I I , �"1'11 I , - I I 11 I ............ . - - - -... k- Tr !; L -1 I'll, , - - - , - 1 j I .1 . . I , , L - , -- � � ..... . � _�� -_ .11.1111111 '�-L � - L' - , ,f, . .- .1 I I- ,�', SKIN - 1�A .4 - I - I ��_,�, A I ,-,,' - - I I - - . - - --Iq�l - -1 . � � ,�,,� ,S, , L '1;5L """ - - 141 - -1 --- � - �:, - m-,ff - 11 - , L L 111,2 � I � , , 11 - t a, -- 21�A \ -� ... sm �:�, --� ;= t , v1#4 ,,�� ?/ �,, \ - - -- , j ?i`�`, LLL�� .71 _ I 11, ..... P., - . v .. " I , I I - , �, ' � - 1, , ,�,-,`�`!',�,." : �'. , - - 4A -- - - L ,-,)" -_--�- lIv ) �-, 11 - ,� '.�'l �-, It - , - _ - - - I- - I 1% -- �'�,: ST -11 . -LLL"�',,,' L 1. - " ?�� - ---:7" - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - 3�� 1 L LL � , �, -�� , -- � . . ...... ... :d� 1;��,',�,,'� I e ';LL . I , - � I - T1 I I �"g , - �,,, , L I : I - LL�' - ' L- _ , L . - " - ��L L, a , ' - . L "'� ,;� ;� � !: - - L ; " �_ ��, , � ST -09A / I I . I L L I ,;� �,��,,,�, , �, - -- , -a , '. "'� �,� ":;� , -- , . L I I I . . \ lv"===�=� I ,-, "", �-, � ; ` L , 1`��' , ;L - - - / L I � . / ��'. "" �--, \ . ti I; �� ' - -5�'-'�:,�'i!�, q,�� ' �. . . . -� L I � I , 4% q" j�y""� ," �, , I I 9� - i . I 11 ,�11�1�--, Is 1 9-1, L- �,:,, RL ' � , � � L EE�< I > ( . I , L�, ., - ,�, � , , , i , � 1 14�1 n I , , - X _" F "L"' �"-� I L'� L I � � :1 q &V � 6��' _11 �"'1511-11v� L L ", 7Y L,� I I I . . � . 11 - �, -1� 0�,_j I "_ � , ::::: L % L I 'S", I I I ��- ,�, �L I I �� __'��,�' ;"`20 I . . UTILITY EASEME I I I L - I I 1- �11 v - " _� LL - ' , I '' �11- '� � �g"'�,�', �,� ' . , """ ". - �,N- -'� .�",`L ' ' k �-,""',!-; .;.,, , :-------------,, 1 - - � � -t �' .- '-' L L L . - - � 'S" , ""?� , - � ' 'S , - - , �-,--�-- :.� , ,�, _ ;11 , , _ , ��- - , ,_" '. �L __ _ W '�- t� ,,,, _, �L � . / " -',"--`� ,,,,�&--,�� 20' 1-1 I _J� L n" ,'� -,'��L -�L � r- / � 11 I I , . i 1% �, , �;:, L - " - , _ , \ � )l �1 q I I I \ �� """',b,"o,"', '4� ,,.,, lt� -,,?��,"�,,�, .."', �,e� . 10.0' WIDE PUBLIC N j L _L7 I , ,,,,,�,,���,,�,,,,,��,�,,���","� �,� / . , -".-"-.' �L , - ��, � �,.� " L, , ", I SEBASTIAN CROSSINGS COMMERCIAL- - ,'", _' 1�1 . _ L _ _ ��_ _ _ _ " 7 I L _ � . _ - � _'AL , , , - , , - - "�i_ ��,g , ,� , - I , �� , '�,'��',,�,� I L'�" , L'L , , . 2�� �� - � ��`L , � " r �,�:'R7 , "�i,__� _ ,� -, --- , � _ A_A,. � 0 1�1 i� q I " \ �-",L , , ,_ �� _ , Z41 - L - �- , " - , ��, _ PUBLIAILITY EASEMENT PLAT BOOK 22, PAGES 74-76 - I I "�� -,,� �,,, ".- , I -%� �,-,,Lp"'L,,��",;" / b L r- - � � �", �, I - �,, '.1", :� -, -," I ' ,-,U �';�� " -' - � Vi, I I . . . - -, -, '� -'r,'-0 , L, - . ` '511.`,,.I�i9 ,' "', - , �.",-,, `,,-�'-',7",- , �[' I I '� SEBASTIAN CROSSINGS COMMERCIAL - - - -�-- , �?"�," � `�� -"�'t"� . ;-11 I I I ,,, � -4��,'-a�, �� - ,!�`� 15`zl'� ) � � �11 q L /I .., \ ` -,-�� " .1 -k,�! I I I PLAT BOOK 22, PAGES 74-76 1 1 1 L I -, 't � 1� I I 6- Zl�,ill-,-- �1� I I I . � , , - : I I I . L - ,,-, ,,, 7 - ,§'Ii �,t�',,,`�,� � - �,�- ',.�L", / I . L --- �` ,:,-�,�,-,` - � -t -`� I I � � - , "'I .. .... � . , "."', I , L.t �?"�," - - - L "'L t' �?"�," L � ";" � , - -- �� ,��X `-__�""�'� "'�'� " L I �,,,, , �,.,��,�- � _L,�", ,�'2�, ��,'�'� �, �, �, �, � ,� I L - _ �, �,�L " �!��L " �!��L " �!��L, " ��L "� � _ ", - � -`�� , . " _ - I ", I 4i , � � I J,l ___� _ I � �, �, "" ,� , - i \ ," �-,�`-,` ,,,, _ _ �, - "."', I , -. , , , , , ,� � _ � -, �4, 1 \ liq .- / I I., - - , , ,��, _ , ,� ,�', LL �' L `5-1� I V., PRM LB 3608" , , _ , �- ' , � ,, - - - ,�, __ � IL - - ' I � _ � `�` ',--'� - - �'- -, "" I N:1248599I ,�L � - _ , \ ,, �, -',-,,�,�";� ',- -', " �LLLL ,'I `- ,� , ,,�,�,�.,�,-',�,,,--,,����"",-r- L ' �,�. L , ,"I' -i- , x , 'L / I ow L - ', ,�. I , !��j L , I t, �Iv! ,i I GRID " 808 .... L 11 ,�V-`��&i �' '-"'��,-,-� L I . "I - I -,y - , - I 1, � L �' �,�,i L"�7, L - , �,�, � I 1�1 L _ � I �11 I 1:: L� - " " ,W��, -4� ivt �L � , ,,_ j_p- . , , - - "' , _., -, - -- ,,���,%� L , _ _ j�, I I , -,,,,,,,,',,,,�, -", �, ,,,�,,� , I I L , . _ ' _ � - " GRID E:813499.725 L I \ 1: \ I'll, .... �` , - " "---,;-1i- �q . ' L � - , ,� L� L - -'. , "' '! , __ _ ;-"'-"' "'-' ........ . p I . I "i*�', 1,,,,"��",�� ,� �_ . � Ib - !" ,�,i-,'Z,-� �_� -1 . - ' " L ---- L - .. I I , I , �:, , L " , """ _ , , , , , . � , - ,g - , ' ' " - I . I I . I L -11 I I 11�(, L, L �', '��' :-__;'�'L-7'�� " I I . I - , , I , I ;I ', �,� --'t,�- I 1 4,� � , V�� " � , , � , " I I I I -1� ,�- L�;��. �,-,L"`�,---_,`�' � "_ , ��. I �'j, L V, 4 -1 -- -� o . �< I - I - I , - ", _ � ,2 , , i"` :4L �� i I X "!,,p L ,� :, ,,�, � _""L V I . . , � " _ � -, " ,. ' ,-,- L ,�� , ,� L � I ,, , �2� � - - , i", ", ,I , - � ��' L�'� _L - --' - - � i li 11 j �l "'� '111"i �IL':� 'r�,'.; �,:,:�-L! �`,�',' L, ",'�"'�L� - I \ I I ��.- _ ' _ _ , , L _ , , 1-7L - . , - 1� I � - -L _' j- - " - I . . . , , - ly, , � 1�� .L '_�LL ".�,'��,-,�'��,,-� _'L,'L t" �-- I . - -� ," $' �� 1 �,�'�`,4�- � ,'�,- �z ... ,�`� L:` .� . . . . . . . . ... . -1 11 , � L . $ ,, _ � , , � � � � � � � � � � - , "", � , , _ - I 'L ` 'Ir i�i . . . L L L �'�� ��,'L � � I , 2 I "L'�' L . . ��'�'g,'�� � _ . _ - ` I ' " -' -�-- -i L"L L , � ,1:)q �� �, , , � I '�,- 4 ... L � , -� ' I I L I �� ���, _ , ,--- - ,._ _��- _ , �, g L'� L ., � , , L'� - �� "", � ,�, -1: I � .,* I " _;�L",� : - , � �,��6`-' �-- � .1 W - �ml I �', " :""-, " -L , . -- �,��6" �g �� I L L , 2��'�� ' ��`,��`, -, , - - - --- - 1- -L L �)�,",,`!i,"�,"- I . - - I L \ �,`,`-,,,,�P�,�7N,`,rn, "J'I""", L -`�' - -1 I I - - , -, ,-A ��, � � �1-"'�-"�'�",",'�L '- I I I �vfl 1 4 1 ,� , � I -1- _ "�� ,�', i ri i ', I 0 b. --, " , ��� '."_- " ", � �-,� '�j", -', - - - , . ,�', ,`� ��` � - , --j,'%�'�__�L" , , "_ -, I ! - - 'Q-11.�� �,- I ,,, � -, �_� Z?_ I L Z'� tL ,""F�, ", �,� I _ " - -- - , - "' ,� i,%�`, �, � � � "' - ��,�,, I � ,i,��",m - _ ", "" -� �' I- L - �', ! j ', ��-, , I- - � "'-- `�, -L,--'-'-'- � � �", ' '--- � z " -CN It) - : I . , ..... 13?0�M-,�� 111-11 'I,-,- � �, '- �--M; -- , , -�, , �, - " I - -L ,,�� L , L � j L _ j �LL . R, _, � - 1, Z�� ,� , �� I � �, , �`- - ,, , -- � '20 _ : , I - I -- . , -1\ -'ri�,'�i '--�LL , ,1 , ,,- , L, -L, � _", LL ,_ , ,, , � _ - _ _�7, � k", � �__ , ., 1:1 I I * " I 'k I , _R �, , _��, �Y - " _, - ". , _ ", L , , - � __ , I . � )KL� � 1, _, � ", 3�� (,j ,v-, --"- - � --i", ,-,z�;,"Y,,'.'�,, 1� . �q ,ii,,'N, , , - I I \ I "" �� x- � ILI. I I I I ,,- , : . ._, � ,_ " -�! Q) - - CZ5 I 11 I '3' �,�"V;:,". " ", - I 111L � " � 'j, , , L 'L � - - ,��',- , -' _ L, - - �,, , _, - -- , � j � �- _ � ,", .� ,- ,� i`��',',�,;�M , � � - - ;- nL�11.L�L � ��,_, s I :1;'1,,-1-'1-�1L"-,1�'z _u�z��", 'I I , � __ . , � - -� � Iill � I ... I � - -,- , - , - , , ,�--,��', --,O,-, � � � L�,� � ' '� �,��S�,� o ,�,�� lzq� L _ �" - L,� --C, L ' �- , I - , �', - - - " -- , - ,, -' " - - ' ,"�".,, I - I _.,�', _� ,�- � _ _ , '4� -t� , " _- - �.'�, -'L4 , _ , '> cz) N- : - "' -'�'-, -L",",", -_,�z`,��", - �,�,j'�Lt -,�, -" ,- - , LL: - " " - , ,L ,_�", , �_, � -, , , - , "'I L " ", � � -, - � e F,� � �� _, _ -"LL _,' ,_ ��--1�11-1- --�-,�,�--, ,� - -- � , -��','_''�,-_,- --"-, ' -_-, "", IL '�',,4- ' _ �;�, ",-'- , - - - - _ _� _ _', , - - - 1: "" ", -. �: �,, � 7-11�,;��',� - , ��:- " -�', - --'i-:'�,-""L',"Lg�4 _�-- .;,,-,��-, -,!� ,-,�,gl��g� 2--, - -i�"'10" - - - - - ,��,��'�`,�`�` -' ", -- kc) : r � ,� _ -;�� ,-,, - � __ , __ ,� - - �11 � .--- -,�' "', ,:" -`�,,'�, , � ;, , " -- 'L -7& -, _ : ,, " '11",-1, -, , , -?V,�,�, � . _ _ "_ ,� , - I - \ Il Z I 0. , J , ,�� I 'l -t-, ',"-,-�,,,ii %g , § , , ) . -- - 5 - 'L -, `�, � -,� ,� , , �'L ��,�, - ,,�-, �-�,---`,`��'�,��,�--"` , - ,� a ,�, . ��, , '��-,�1111,, , �,� ", ,_ _ _ . _._ " . _ � , - , A-V , 7;, , .19 � ,,'--,-- , , - , - , , � 7- � ,-,-" , p ��, C-) 11 I �-A'���,,,�-,��'i'�i,,,i',"�,','--,���-, �-- - ���,,�1,1�\,�-11"-,�'-,�'�,,��,�,,�""--,�,- '-,� - , - ",�,,,�,�',',�,, L""', -,: �--,,,�,� " ....... ,\�---11�15111'1-` ,��,,�-,',,- ,.-�,,'j �-%' " _"� ' �, �,�,-,��,�---'�,,'.� ��' _�" - � L L L - "-,i�N � , , - �� -�' L-"- ,,, 1. L ' -�, , - `� "' ---5 ,�' -, -- n I. L � -��- , " , - , - -a'-� �'� , I -�L'-:�,,�L�",�, , - ,�t L� "�""-, �,-�I, �`,"�'��L�� '� �k, ", i��;,�,;,,,,,,,�t' --i I I A ,�ta,�Li�'��F " L� _, �' 'L S, �"i�311, � ,�,'�4 , ,3, , , - ,�N , ,"' L , �,�,' ,�N,-, I - ,i ": , ' - ' - - - -1� -'-1'1'--' , I "'.- L 'L 't *1 9'�, -"�RL"U'k,"', . . .... --1 - I :11 ,,-�,-- c�-, -I,,", _ � �'_:`;��""j-,:,�,\, ,- -, I � , - . _ , " -, �' - - ,. .Aj � ��, �� i "-""' ' "" �-Lr � I L , 1, L,3&�,�Q,-�pj -� "' - , , ,2, I I" I �- � 1, - ... - - 1-1111, L' � , ": �11111111 L� 77-, , , �'- � � , I I "er _ ._ _ " _Z_ I L ", -- - , �,- _ , ��?j,�,� ', ,��,- �n'�,"`,',' "' , , _ \ I - � -� ,,�', ,", � , , - , "k, 1"u"E�`- ,,� ,�,�, -2 rll� _ i�,? I I I �� ... , , � " PRE�- , I-, _ I " - '' - ��LPRE L L , _, -�,,-,X, ,,� , -X " I - I - " �_ I I . . _ , ',� i � -� "11-1 , -1 TOP OF GRATE EL.=19.80' � � 11-11'', ""I",", - I I ,�-,,�� , , I �E I L".�' A. , ", -,- , -, -� 70P7 _ " : 0 � _- _, �, , -,--L � . " 'o i� " L_ - ' '-- "" � ' ?.-- �� " 1, -- -' - - � ,-_'L' ",_ L�eWUTHL-; I , i, "' , - "' I I 11- L LC,� �'� L" -,-� -, ��.�_j " ' - 1 �, `L",*ESfL � IN v " 704L _,��-� -_��'. ,� QQ-1"- 1 1 20.0 �` I -- �' ," _ . . _ , , _, _� -�,, . �eE" ... �� -�'� ��,i;�,-,;,,,, -- 'j ' - � �� _ __" " � . TOP OF'XQE-CAST LID EL.=18.88- 1 :14 1 : i�,, � ��,;,�?L,-L,`�� � ,, " - I L I �"j _ I , I L _ _ , �� ---!��, _ � -,< � 7, ", y -,:,��,L� , - " � ,, ��', - m f �� " "" � I _�, OR E 20 1 1 _ , ._�11 26.- �L " - L L " ", L L I - 111-111. L, "% I _,_ ' -" -.2t.,."� I "_, _ - ." �, "' ' ' , , I ,��`,` -- , -- � ��L",-"" ,� _,_ , :Lj�' �T , - I -, , " , -� ,� ,-� � - �-- , -� � N TH INV RT EL.=11.02'- ,,��',,,-""�',, f"', '-.'_',"",."-_' , - - I I I - I - '-"- ,- , ,-- � --'-- -- - -'--'-'--�,�,,, ," -.,�,,,,,-7,-,?"",' ,',,,','r"',��'� I �,�, \;� �' ', -'L, ��,r,�,-",-,�,-.-�----z,,,�,,,�L;"",.,�-.,-""", , ,,��,,," , , R -1 ��, "", ��"'�'�"q,�'`L,�' _,:L�L�',' , , , �,�.� F�e'L :, �"��,�".', L , EAS��VERT EL. -11.60' -4 L j � " L-, - , ,� _ I 11/1 I - L'' , , � �-- I - , �, , , - ' 11, �- - � L�, __".,L""X" L � -- . L . I - " - -P, 'I _�j �_ � . . .... : I _L _ ��- -'�� -'-�-'� " �" , - - , _, ,�, � " - , �,V N',,-'Z'�', I - - ;��," t """, I �," ., _ 'L - � - �1, �'�'- ' -- I , _�, . _, '_ , - - � �,_ " -1 , - �,�A "i� �',� , 1.1-1 - - - , - , - I I , z - %�� `1, ,,�,,��,-� : , . _ - ,& - -�,i&,-, -A� -,,L,v , ,- I t���,-,'-- " - � "W'K., '- "' 't��`- - . ...... LL �� L. �� - �,',"-"'----P,�,� 'n, I I '1-11� 'TM �7-�"�`� 11 , - -`,`,'---'--,`--- L -,;-,,,�-Al,��z, � , �, ,�,,�---,-,i-',',��,� , ,,�� ,,", - , , / L � � � � I I , - , t - � 7'�7 �'-,tt\� '14- 1 `1 "I" --w-, _ - , �- -, , -- -, ---, '-- � , 1, " "_ _ " - , � ,7- ,� _,-_,L-,L, L -t.- - , �, � �r*,�7\�, � , , , 7 , " ,�,� , ,, -,�-- ''--,1111-1-1 '. '��,HDP �, �-" " -, I 1�11---,��,� ,","1.1'11'��"" ill , _,���,�'X�� :�� v, - --,.� -, - , , - , ,���'�'�,"�L'�-��,,"�'�-,�'�,L"'5'����',�' - , : 41- 1, i-"-"' "", � , ,�� L" , � "', .% � o ,� , �,�, ?L, -1�1 , ,�� � �11 -� � � , � , - _ " '.., , - -�,<,-U� , , I 14t I L 1�1 I. 11 I I ,I,:j,;jq -- 1 -- S I 9.77 ", " --- I _ p f) -_� - , � , A, " - �t��, -L .. .. ....... ,�,� �,,�v�z,;,,,� �- � � - , �,,L - .b, ' I 1� �,-Z�;- , -, , - � � , I __, -11, ,'-*�,`;�,,,�,- �, L� , , " �, � - 10 ,�r,,L _1_9,89 " - �111 �, - , I , , , &', , ", - I _ - W, - -' �'jj'Z�'-- I - -2 -�,,��,,,�,�`,*�,';," � � , �, � - . I I �qt�p"_ 1, - ... I I -1 - -�'�""` ". p!�,W ,",�,""", -,,, -,,�,,,,,,--"",-,,-��,,�-�,,,,,�,,� �,� , �, , " , - � , , - ,1�1�'11-11 -, , , ", - , , ��., ��m', � - �,,-7--LL 7,7,-,�� ., -.N-.�, �- 7 � -,-, " "A" I , : " . - - I- -11, ,�, , "'� ,,4, Z�, " ;,� - ,,-,,-.,'��,,.,�',,--.t,'��""7.�,�',', �(,'�,','Z��',�,'�7��,�:,,-',�,"'-",�,�-,,�,�a""�,� " tIl-tp - I \ ,-,`�,�-.%'%7�7 "'e", ,x V" 1, 17. f� � �, , , _,,, gu _-� - � - - ,,, I ; , , - " " ", � -, , , '- �4i � � - . " Ao,�,-,�,, -;�-�;,e-,i",; � , ,- -, '-Y, � ----"� --V `;�"'-'�"��"�' ' " - I I I ,�i, � , - ,�,�-, ��,,d-N,,,' � �;- , I -.,,, WL E T �R TE , ,, ,i - , 7i--�,-Y,��,,",-� -,,,,�;,- ,; , � ! I -r,�- .", ��,, -��,,;,-, ,�,f"�,.--,.-"�""",.",�,,,," L��L,� _�� 4 ,`,,� --'� �,��C--�� �� (I 11UN . - - - - � ,11�1-,-,` - ' � '�!r " / ., ,b �� � Z,"L-,"L��'�'L ', L - L L" ----',-� -- �,-,�', , ',-, - -- " - - � - . � , � -2, �, "i :"�`�,,-,y,�,`�,�iX,�-' � . - -,,� -: -� "' -11 " � I" ,�,AQ;, �:- - �,--,-�4-�� ?:� f,�.,,, , , , ,,'],, ,gg, - , �' , - "' "��-,-, -',-,'--,"�",-�"",�',�,",L"",�L"�:.', -� 1, I- , I I I ,-, ,-, -,I-,.--, I i I ,,,,, I - , -- 1.111, ,-11 I'LL—' 1 1`��3�--,-,�:,,��-, L '', - , "k,", -`, "J"'i! �,k"',',x I ,--- L, _��,_ I - - - - i I , -!,� , - -L , I � , , ' - , L., I ,z�,� �,�,� ,,-�-'11`11� -�"' -'- "' ', L, (Typ) , I �, � - � -1 - .1 --- 11 - - I. -1 , 'r`2,- ",�z'-,' 1z' - -2, , , � , � �,i-�� - .�� ,_- ",� � I , -� " , ..� 11 � 9� , - , " " _� - , �. I LL : ) - - - - - - - - - - - - - - - - - - - , ' ' "�, " ' - -L ' _L'L-"- , . � -� I " ,� , L - " � :1 - � �5"�,�& �,K,4k : 'r '� _ _ , ". , i . . 11 Iq ,; ,��,,�� - 4 ". "E, -,,,,�- 2, , �?,��'L" , � - � I F - Ij I : 4112 �1'1'1�,Z'11'��,�,,� I- �,', :: , �i- , , , -` ,,,, � �' 1 1 %�,ii, ,!:) ��., -1 " � 'F -���' ;�', - � - I , 1� -rZU, 7 1 ' � , . . . - �, �� �� ", -9 -- " �� " " ��,"� �� �-W'ZU'j ' "" L � ,1 - ,� , � Z.�' , , -�i, -,� �*2011 �' I , 6 , -1, -- 2 , - - * )'�N"`NO�,,7; " A - I I- - - I � � - - 1�7 - IV � I \\ : ; "t 7t�7 , � ,,�k " 1� I : 9 : -, ";-, . 8,- L I I - . q I . ,,, � L� , * 10.0, - . I �'�, " �m,,,- , �, ," ',�:,jxh,"-:],�- I I I I 1, , - I I - --, - , . -�. , , 4 1 1 1 " ' '- -Z ."l- L "' `- -' ' -I L �,`�," I I � z ,, " I Q �, �',, I ,",, - - : , � �' , f "' ,_ - LA I : oU11 G 1 1, �11, " . �� , . t�, I 7 �,4,,"zi,�,', - , -� �T' '' . I I I -,111��11 " - ,111��11 '- I 1-1;K", W�:1,1 �, -, "" � �' 1� .. - - Ll , ,, , _� . I �,�Ni'11'11'�,, I I \ I : I 3,000 SF `,,',�""',,5 "'�',"',�,.��"-�, !,,,-,�5, n- I � V) I I - � , I Im I < I " I -- " - . 1:4 w I I I -"",,*,,�! L �','&,�`; �,T, :,�,'-,,1,11'� 4 / /I 1. I I ` 10.0' PUBLIC -- � --�� . - _ .. 'o.0" I --,,� FFE. 20.15 Ilk , -�, ��W,-�'_:' , ,r'e,�,f "' cn UTILITY EASEMENT I . I -, � ,", - " , I-'-' , , / I �- I I � ,�, ,,.�, �, - -, 117" 4---1 (n I . ,��%L' �- , ,�', �,, , '. I I X,'-�p I ) /- \ �:"i`.-',',"�,',',� �.,1;`.,�� , 36 . "I a LLI - "-"-' , � g.4 ,� �,,�,,'I�� . " ` =) �- 0 A ,-,,�,-���,7,��,,�,,,�,,���,-,��,�, - "' "' "' - �� 0 1 � , ,,�, ,,, I x u - COMMERCI L � I I I ,"', 4 ,,,-:t,�": ","t, , ""I "", , . 12 11- (D < -,,, w � � t 4t�, L / , I � - '� � N. .. �, ( -,,,p _��, � ... ..... .Zf,,'� -, PLAT BOOK - I � "I �� L ji lk . - ,,9.74 1 m 1'1'� �, I - 9 I � ... `-�� ",__ , �Iz, , ,��. I - 19,90 ) .�, �v I � -R?� ", 1. I �11 __ �� , I . 4 w cc - PAGES 74 22, - - r) .90 , 19.90 -1 , N11. ,,.: I 1 �,Y I � . . .. - I u u in I 1 1 ,- - A I . - I - 1'�,�- � "I :: - 1. "I 1;�, - , - I I - - 11.1 - � C4 - - - - � -,i, I -Ak - - - --"R -- - - - - - \- - - , , � � - - - A 4 L - i� 8.0, 0 4t��TET61MAIN) ,,O 0 - - - ;; 7��, - - ","", , """"', --1 4 ., --- - - I � = I ,,% , " �, ,- 0 � - , ;--�, ." , 1� -v-111 ,"- �, - , M1,11-11 ", ""' ,-. TOP OF STRUCTURE EL.=19.03' -`�� - - .11. - I . - - . ..''', SF- I I -1 1�11 +11 I ...- -- - - I - - .-..- - --.. I I p pi b -W W -W w I,- ,,!:� . f -UT14 -- L - -�------i.--§�I, - - 1-9.20 - - - - - �- i-- `Z,- - , _�-WEST INVERT EL.=12.50' I z � I . w W W w -----!Ll[L JY EASEME �p EAST INVERT EL.=12.50' :5 1 "-,:f 222,7, PA�E -2-4iT \ 30" HDPE ,,,, ML ,,� WVC WATER MAIN 11�p I -f I. 4 vus US 104 S 4- xS 29 <2 HQPE t� I - - - - -- - - IN ,'�� < I F - I - I 11 14 � Im EXIST - . w I - `I0R1Ii-LN_kA - 25 Al YA TC -- r- � . z VEMEN T tnn , W�LXZST -'N -= f I - ", VE . - J� - - -\ - - - - __f�ST INV t 1 5 ) "I -L N "I S - 4� AWA- 1H - - TOP d-F-STIR"U'�TW-EEE7=1 .--2' -- -- -- =,I-- -- -- -- -- = - F I VA i�H I -1 I - - - IV,* - - _ 'zb. --.. -11 - - - - - 4= . - .- - _ ,,,_ =- 4AN ---PAZY I " 11�p 1�� 1 ,�7- 1 - - - - , 25- SIGNAGE/ LANDSCAPE r- - - - - I ' - - ,�, �;. -",- I I - I � "' , ,- , .1 - EASEMENT PER O.R. IN - 19-61 " --$"" ',' L, "" � I , '��",�"`-' "' �� ------- 19.2�'- ,,�, - '19 ,1a--* -,-7,zv-,-�', , I - �, �97 -�� I , "`�,' iN � , .1 �- � `955 e -,-- --, -�,`�-r- "�--;-,�-t�,-�',,,�,-,�: ��,'��L�-,,'-'--',`.,�,�, ---, - I �.,',',',',,'�, � , .11 , , ',I� -.,, , , ,"", -"-, .--- � , , Rvl - �,-, �,�""�r� """, , ' , -� � ,- -, � � , � , � I - - It ,,, " "'. 11 - - )p '] - -- -5. 1 - t """, - ,��',--,,- ""�L,-�,Z,��] 1\1 �� �:, ,-1;;:,-- 4;�4- "O'- ,,��:�*; BOOK 2105,PAGES 1619-1630 - ,- _ ,- z� -7 EME14T - I , , - �1� I,-,, , 2- - ;,e_ L ,4� , , p 1, - 1, .1 1-111 - - ,,-- _ _ � , , � . . . . . . . . . �_ I -� - , "", , 11!1� I I -- , ,�',, -M, , "'; t :, x,- � 1, 'I' ,,,,,, �,-,,,,- "'I . .. . ..... -- 14,11 ,,, SEBASTIAN CROSSINGS COMMERCIAL :::�> � -12 1, `11 � -�,�,�,t `�,-,: r1-11 TILITY 1 7 ,,:�,,4 k",�,,, :, �,"-mi','-", � MENT I L , , , I -, - �- E.,SEMENT - � ' I k 1, ", � L ,, , ,��;.; , " 1, ' 'I, ' , I ASTIAN CROSSINGS COMMERCIAL PLAT BOOK 22, PAGES 74-76 �� �� -- - '-,� I'll I '�� `- -- -- -74-23 , - 7" L-'-, t -,_: - -' L--,-_ - �, , `11�1'1 7'--, ,;7 � I ��- I , , , , I -- - ��:,�� -t�:�� �; , '.',, - " I , , I . � -- 1. , I, 2�, PA ;E _ ' - - , , "I', 1b 11 , � L . -, -, ,,�. , -I - , -,I � , - -,-,-- X PLAT BOOK 22, PAGES 74-76 _� _ $- - - -,� II _ _ _� �� -� - m" x -- �� , ", ,- �, L - ,� 4 I , , , - __,� t " ""` I , , "I " ' , -----4::�� 1 � " � �58 \ �:u - 11.1-11 - �- , I,""' I 11 -_ 11 -IN Z, I il 4i� , SEB I A I - - - �4 1 - I I L -- - T77 - � - - - - - -- -�- -�,� I ,e I I A% / - - - - - - Z-� L - I -,� - ��-- " - - - - - - - - - - - - - - - - - - - - - . I 14 -- �, r -Q \ - I L- - .. - _SFI- F)�9 - - - I -p 1/2" ROD - - � I 2 �, "o ,,* I.- _ _� . _ . " - - _ , , , I �- �- I � I I 11 -� I � � I , .'m, � 1� I'. � , Z ,h /U ` / j �� , � , `0 m I , Ifir - -� rF..- ' I W jL-1 t 1'-/-�107--x I" - , -/1- " -011 �1` / ,/ )---� I -TER M;p SF :D1 I IAI --171P�ym - - I., -,br- -I NO I.D. I . I I ' � , - .,, � (3� I � . I �� , I I -&----k-.--&..a�- ----j - 1�V -1 . I 1� , , ' A , � , ' . � I - 11 kS, , L 7Q�'S I I 6 I ,-, , _ c R, -- I AS�� L,e " � �, , 11 I I . c , ,�'L ; , I _( - NO 1. I I , � S% I- � , : , _ � . I : . 11, .. , . lt�,� 1� 1,19 � �, ,_ I, `�1511-�'- -`", I 1. , " , � n * -� I '1% , I I � I � - , - --- ". I . - . � L - I I . . , e D. --' . - - - � - - I �� 7-1-.-� � ��ili--� I I �p ":T - . . . I . I I "i" 1,,�� ,� 't�l 11�1 lt�� 11;�,- 11� ,�� '111�11'1�1 I -� , I le I I INGRESS EGRESS I I I E��E�T. PER . - -i .1 I I - I I -; " !� I *0 � 7,�- ,��-,-� ��,,� Z w g 0 �-�,�111 I . I v n:= 11 E , ;;�R 0 �. .. mt� I .�; 0 30' 60' 0 0 0 m 0 < F s�'; . . :11- P� IIIIIIIIIIIIIIIIIIII = �a I 41111 Im . 11 m SCALE: 1" In 30' a! 1 -a- m Co. "'I" W.3 I , 2,61 LEGEND I 1-11 , .3 "'.1 -� 1� c; I I . '11111111111111 j .3 P; - -133- - - - -135- EXISTING CONTOURS 11n. .:,, I CA 0 � P4 E . I � ue PROPOSED CONTOURS :011, "" IR A C! ,, 0. OHW t I q - * "� EXISTING OVERHEAD UTILITY z I CL I I 1A 1.4 . - STM STM - EXISTING STORM SEWER P, 22 1 10 SAN SAN - EXISTING UNDERGROUND GAS MAIN m eg 1-4 - � .. :9 . . . 'e. w w EXISTING UNDERGROUND TELEPHONE ". - t rA X & 1 1- T-71 ". rat . - - - � PROPOSED STORY SEWER 4v 0 u U:E PROJECT LIMITS (5.29 AC) .= 9 !" Q*) . C I c . an ah g - SF - 0 - SILT SCREEN BARRIER w 813 14 I -- M 2 - j C4 1 -," I PROPOSED ASPHALT PAVEMENT j I < 11111 I . m . = P4 - ALL PROPOSED DATA ILLUSTRATED BY THIS LETTERING TYPE. - >.1I - 9 ALL EXISTING DATA ILLUSTRATED BY THIS LETTERING TYPE. . 1, 11..� . �� . . , I 11 , a !� - . . C4 NO TES, III . . . % E a 0 . :� 1. ELEVA 71ONS BASED ON INDIAN RIVER COUNTY BENCHMARK, PID AA5800, STAMPED � ",�. IGPS 2J` CONCRE 7E MONUUEN T L OCA 7ED IN ME TER BOX ON WES T SIDE OF I .0 SOUTH BOUND PAVEMENT CR 510. ELEVA77ON = 1725 NAV0 (1988). TO . 0 CON VER T FROM NA W 88 TO NO VD 29 A DD 1. 45 7 FEE T . . . . . 2. BASE FLOOD ELEVA 77ON FOR ZONE A ESTABLISHED AT Q2 FT NGI,D 29 (15.7 FT I . . . NAV0 88) PER DHS -FEMA CONDITIONAL LETTER OF MAP RE14SION BASED ON FILL .. CASE NUMBER 05-04-4801C, DATED NOVEMBER 29, 2005. NO IMPACTS FROM PROPOSED DE VEL OPMEN T . . J. STORY PIPE MATERIAL PER fDOT SPECIFICA77ONS ROAD & BRIDGE CONSTRUCTION SEC 77ON 430. CON TRA C TOR TO PRO WDE COS T ES 77MA TE FOR HOPE W1 CONCRE 7F 1 PIPE AS A L TERNA TE. I 1 4. ROOF RUNOFF TO BE DIRECTED TO ON-SITE STORY WATER SYSTEM. 8"x24" SPECIAL CURB 2' 0 -6.07. - - TOP OF CURB EL 19.23 i 12" AT INLET I 1 6- 1 4 1 -,-,--'�-�-,-, PROPERTY --.,, I ,�,�,,*;��,-�',,-,,�, -.,�� ,' . "p, A ,, BOUNDARY 1 - I I I I 1,-7-,-,- . I 1-1 I - � - 1H -D - - - - - - 6 1 �- I - - � - . � . I I I SECTION A -A 4 SPECIAL CURB SECTION -iiE-\1ISION DESCRIPTION - I N. T. S. co , 0 N � co , � � 8 REVISION DATE , 9 ell � . � I I I I I I I I I I REVISION NO. - -2' 0 -6.OZ REV. DATE: BUILDING FFE 20.15 P-0 1 DRAWN BY: dak 1 4 ,,,,,- PROPER TY I ---�: I I I I i BOUNDARY I -1 I Ei I -------1jj --�--- I SECTION B -B � . TYPICAL GRADING AROUND OUTSIDE OF BUILDINGS N. TS. I . I STORY STRUCTURE TABLE NUMBER S7RUC7`URE ELEVA 770M (RIM, GRA 7F, EDP) 14.25 TYPE `F' INLET 13 75 ST -01 (PER FDOT INDEX 2JJ) 18.22 ST -02 TYPE `F' INLET 18.22 � 15.25 (PER FDOT INDEX 2JJ) � S. INV IN = TYPE r' INLET 1 ST -03 (PER FDOT INDEX 2JJ) 18.2 2 E. INV IN = TYPE V INLET . ST -04 (PER FDOT INDEX 23J) 19.55 w to TYPE `F' INLET .0 ST -05 (PER FDOr INDEX 23J) 19.50 . ST -06 TYPE `F' INLET 19.50 IV (PER FDO T INDEX 233) _ W . iv TYPE 'F' INLET 14W ST -07 (PER FDOT INDEX 2JJ) 19.57 INC IbD " TYPE IF' INLET, -w ST -08 (PER FDOT INDEX 23J) 19.55 I � = bD TYPE `G* INLET -0 ST -09 (PER FDOT INDEX 233) 119.52 � ST -09A TYPE 'F' INLET 19.52 ST- 10 TYPE VINLET (PER FDOT INDEX 2JJ) 19.57 L. 0 TYPE 'F'INLET >% VW ST -11 (PER FDO T INDEX 2JJ) 19,55 ST- 12 T YPE V WL E T 19.50 (PER FDOT INDEX 233) ADS DRAW BASIN 15,32 ST -13 WISOLID TOP (OR EOUAL) ST- 14 ADS DRAIN BASIN 16.21 WISOLID TOP (OR EOUAL) INVERT(S) W INV OUT = 14.75 E. INV IN = 14.25 W INV OUT = 14.25 E. INV IN = 13 75 SW INV OUT = 13 75 NE. INV IN = 1J. 17 S. INV OUT = 12.67 E. INV IN = 15.25 N. INV OUT = 15.25 S. INV IN = 14.86 E. INV IN = 14.36 W INV OUT = 14.36 E. INV IN = 13. 82 W INV OUT = 13,32 W INV OUT = 14.25 E. INV IN = 13. 71 S. INV IN = 15.25 N. INV OUT = 13 71 N. INV OUT = 15.53 E. INV IN = 12.78 S. INV IN = 13,J2 W INV OUT = 1228 N. INV OUT = 15.06 N. INV IN = 12.17 E. INY IN = 11.85 S. INV IN = 14.41 W INV OUT = 11. 17 W INV OUT = 14.61 W INV OUT = 15.50 in Q 2016 CHASTAIN SKILLMAN INC. 0%J1111111111111,11, -,',%" �. . A L 1. /c, /"'/, %I- ........... U -., "I C, E N s "-. 0 "-, %- .. .... e ... �) .,- -�" * '. , . . In Z: .- No. . = � = . . = = . I . = " - - = . Q:, = - . : - �� . Irl *. STA ... 41�' - 1" 0% 't. - ,�, v. .- -,�, - --, ��*-- It 0 R 11D -* \' -�- -'-, ,� ** .......... *-- ,G , /""/, SIO N A IL '�� "`:�' L ENGU\i�tR!mmI%%%%'%"\\\\ JASON A. ALLNIGOOD, PIE. REG. NO. 71103 PROJECT NO. � 9876.01 � � SHEET NO. � C-02 � 'o 8 .21 - .91 Y, Z, E a CA �! , In 10 0 C4 -: N , 0 m ui 0 Q a: n wo L) or: .j 0 NNNNNNN10 .j LL c C - IV .1.7 , c IN !g r. , to a: a) E *J ',no .Nmma Iwn w to W .0 rd to bD W .0 c IV V) W . iv c to 14W ch " 1. 0 2 INC IbD " -w now w rNN1 tn cu bD = bD W L. -0 c now W a to 0 ...0 -0 w 14W (A W cu 1. L. 0 >% VW (D -1w 0 c = 0 u Q 2016 CHASTAIN SKILLMAN INC. 0%J1111111111111,11, -,',%" �. . A L 1. /c, /"'/, %I- ........... U -., "I C, E N s "-. 0 "-, %- .. .... e ... �) .,- -�" * '. , . . In Z: .- No. . = � = . . = = . I . = " - - = . Q:, = - . : - �� . Irl *. STA ... 41�' - 1" 0% 't. - ,�, v. .- -,�, - --, ��*-- It 0 R 11D -* \' -�- -'-, ,� ** .......... *-- ,G , /""/, SIO N A IL '�� "`:�' L ENGU\i�tR!mmI%%%%'%"\\\\ JASON A. ALLNIGOOD, PIE. REG. NO. 71103 PROJECT NO. � 9876.01 � � SHEET NO. � C-02 � 'o 8 .21 - .91 Y, Z, E a CA �! , In 10 0 C4 -: N , 0 m ui 0 Q a: n T 0 VONS T. F.H.A. RST AALL JOINTS o �1tIn BUILDING 15, 630 SF 4.3 N _Z N— FFE.• 20.15 = ICZ1 a i --------- -- - ----------------------------------- 51 5 I — — —! —SAN — SAN SAN SAN SAN SAN SAN SAN SAN SAN I SSMH NORTH RIM EL.=17.40' �.. ...`. i I I S[,zKGR RIM EL.=20. 7. �, .R r� — — — — — — — — — — — — — #-sz'�b�7Trc�r tr — — — — — — — — — — — — — — — — —� INVERT EL.=9.65' SAN a 0 w REVISION DESCRIPTION 0 N 0 .-a m O REVISION DATE 1 I I I I I I I I a REVISION NO. REV.DATE: P-0 05/18/2016 DRAWN BY: dak tv Q 0 a1 . wd ti c i O U ox of od � fA CM d � ri .r ■r c 0 L 47 o� u �i 4u u = .IC ■ o v rn -r7 RM v Mel wa a E 0 a N W ® 2016 CHASTAIN O N C6 a ■ wl N \`,s,1111III��IIIIII/J1j,ALL/ �go, J ■ a 0 w REVISION DESCRIPTION 0 N 0 .-a m O REVISION DATE 1 I I I I I I I I a REVISION NO. REV.DATE: P-0 05/18/2016 DRAWN BY: dak tv ■r V � 0 bD CLto ■� r .r ■r c .to 0 V) ■ o v ( ] v a E 0 a N W ® 2016 CHASTAIN O N C6 a SKILLMAN INC. \`,s,1111III��IIIIII/J1j,ALL/ �go, J E NS * -� No.7 03 N ,�':; pe,. %`� 0 R �o* • G��`�� ENGINEER: O JASON A. ALLIGOOD, P.E. v 10 REG. NO. 71103 PROJECT NO. % 9876.01 S 0 SHEET NO. s C-0300 a NORTH INVERT EL=74.44' � TOP OF CONCRETE SSMH NORTH RIM EL.� \ HEADWALL EL. -16.4' I '- ` I INVERT EL.=6.63' / INVERT EL.=13.92' / \ OR H®R:6 o SSM N 7 .=1INL. 7.1xxxxx x xxl' 0 30' 60' SCALE: 1" a 30' LANDSCAPING NOTES. - 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL REQUIRED LANDSCAPING AND IRRIGATION FOR THE ENTIRE SITE, TO INCLUDE BUT NOT LIMITED TO SODDED/SEEDED AREAS, SHRUB BEDS, PARKING LOT ISLANDS, ROADSIDE SIGN BASE(S) AND MONUMENT PLANTERS 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING LANDSCAPING. 3. IRRIGATION CONTRACTOR SHALL BE EXPERIENCED IN IRRIGATION DESIGN AND INSTALLATION AND SHALL PROVIDE PROOF OF CERTIFICATION ASA CERTIFIED IRRIGATION CONTRACTOR" ACCORDING TO THE IRRIGATION ASSOCIATION OF AMERICA. CONTRACTOR SHALL PROVIDE AN IRRIGATION SYSTEM INSTALLATION WITH 100% COVERAGE OF DESIGNATED PLANTING AREAS USING HEAD TO HEAD COVERAGE, MINIMIZING POSSIBLE OVERTHROW ONTO NON -POROUS SURFACES IRRIGATION SYSTEM SHALL BE ZONED AND TIMED AS APPROPRIATE TO MEET PLANT MATERIAL AND LAWN AREA WATERING REOU/REMENTS TIMER/CONTROL TO BE LOCATED INSIDE BUILDING NEAR ELECTRICAL PANEL. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON ALL SEEDED AREAS. 5. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REOUIREO, THE CONTRACTOR SHALL INSTALL BLACK FABRIC WEED BLOCK LANDSCAPE MESH UNDER THE MULCH TO PREVENT WEED GROWTH. 6. CONTRACTOR SHALL PROVIDE NATURAL TOPSOIL THAT IS FERTILE, FRIABLE, WITHOUT MIXTURE OF SUBSOIL MATERIALS, AND OBTAINED FROM A WELL DRAINED, AVAILABLE SITE. IT SHALL NOT CONTAIN SUBSTANCES WHICH MAY BE HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED AND FREE FROM CLAY, LUMPS, STONE, ROOTS, PLANTS, OR SIMILAR SUBSTANCES 1" OR MORE IN DIAMETER, DEBRIS, OR OTHER OBJECTS WHICH MIGHT BE A HINDRANCE TO PLANTING OPERATIONS. TOPSOIL SHALL CONTAIN AT LEAST 4-69' ORGANIC MATTER BY WEIGHT AND HAVE A PH RANGE OF 5.5 TO 7.0 OR AS APPLICABLE TO THE REGION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WA TERING AND THE MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF; (A) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (B) THE DATE THAT STORERIGHT OPENS FOR BUSINESS TO THE PUBLIC. 8. GENERAL CONTRACTOR IS TO CLEAN ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND RAKE ALL GRASS AREAS 9. ALL LANDSCAPING, TREES, SHRUBS, ETC. SHALL NOT INTERFERE WITH THE VISIBILITY OF STORERIGHT MONUMENT SIGNAGE. 10. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO COMMENCING WORK. 11, ALL PLANTING AREAS WITHIN PROPERTY BOUNDARY ARE TO BE WATERED WITH A FULL AUTOMATIC UNDERGROUND SPRINKLER SYSTEM. ALL IRRIGATION COMPONENTS SHALL BE CONTAINED WITHIN THE BOUNDARY OF THE SITE: IRRIGATION TO PLANTING AREAS OUTSIDE OF THE PROPERTY BOUNDARY SHALL ORIGINATE FROM IRRIGATION HEADS WITHIN THE PROPERTY BOUNDARY. CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED IRRIGATOR WHO SHALL PROVIDE DETAILED IRRIGATION DRAWINGS WITH SUPPORTING PRESSURE LOSS AND FLOW CALCULATIONS THESE SHALL BE SUBMITTED TO THE ENGINEER AS SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. 12. STEEL EDGING SHALL BE PROVIDED BETWEEN PLANTING BEDS AND LAWN AREAS. 13. OPEN AREAS WITHIN PLANTING BEDS SHALL BE MULCHED. PROPOSED LANDSCAPE NOTES.• 1, ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN LDR S 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3" WITH A BARK OR SHREDDED ORGANIC MATERIAL MULCH. J. ALL LANDSCAPED AREAS SHALL BE 1009, IRRIGATED WITH AN AUTOMATIC SPRINKLER SYSTEM. 4. AREAS NOT INDICATED AS PLANI7NG BEDS CONTAINING TREES AND/OR SHRUBS SHALL BE FULLY SODDED. 5. ALL LANDSCAPING MATERIALS SHALL BE FLORIDA NO.1 OR BETTER. COMMON NAME QTY SPACING HT (MIN) SIZE (MIN) LIVE OAK I I 12 FT 1.5" DBH CREPE MYRTLE I AS SHOWN 8 FT 1.5" DBH SOUTHERN MAGNOLIA COMMON NAME QTY SPACING HT (MIN) SIZE (MIN) LIVE OAK 2 AS SHOWN 12 FT 1.5" DBH CREPE MYRTLE 22 AS SHOWN 8 FT 1.5" DBH SOUTHERN MAGNOLIA 9 AS SHOWN 8 FT 1.5" DBH BALD CYPRESS 19 AS SHOWN 8 FT 1.5" DBH SANDANKWA VIBURNUM 797 24" O.C. 18 IN. 3 -GAL A U) REVISION DESCRIPTION co N co 0 REVISION DATE 0 a REVISION NO. REV. I DATE: P-0 05/18/2016 DRAWN BY: dak to wo ■r V L O J Name ,..I LL d C Nmp IA E i fA a m" �"'� Ln s O O J O � � O V ® 2016 CHASTAIN SKILLMAN INC. AQ •C•ENS�:•.�Q�' % No.7 03 o�`' •�'toa�o�••'�`'��' '''moi FS • ••........•••�G ``� SIO NA1. ENGINEER: JASON A. ALLIGOOD, P.E. REG. NO. 71103 PROJECT NO. ' 9876.01 SHEET NO. C-04 -START CONSTRUCTION STA. 121+23.16This represents the basic style and format ' FIRE HYDRANT ASSEMBLY P •J N 1199203.0 MJV 6"-16 TURNS LEFT for As -Built Record Drawings to be recieved E 639160.6 16" PVC -15 LF by the Indian River County Department of STA .121+93.20 INFO REOUIRED FOR ALL PITTINGS, OFFSET LT. 20' MANHOLES, RLOW-0FFS, WATER Uility Services. Refer to drawings M-16, TOP OF PIPE EL 4.51' SERVICES, FIRE HYDRANTS AND M16(A) and M -16(B) for the minimum PIPE AT SC' INTERVALS information requirements to be provided by WATER MAIN 16" PVC E 839180..68 g STA. 120+00 LT. 30 N 119920the engineer of record to IRCDUS on ' TOP OF PIPE EL 4.32' STA ,123+45.00 reproducible (mylar); original As -Built survey 06-49-34-002-0090-01003.0 RAW OFFFSEET LT. 30', _ w5o PROPTLINEF PIPE EL 4.44' to be signed, sealed and dated. An -electronic copy of the survey drawings shall EXISTING 116 W.M. '-r'. I I also be provided on a CD in Autocad 2007 EXISTING 16" Gv&s i `format or latest version. 0 e.o.p. 37TH PLACE 119+00 120+00 121+00 122+00 123+00 124+00 125+00 0� BASELINE OF CONSTRUCTION • EXISTING 8" GV&B 3 EXISTING T F. -M. -0 I " o o o -- I--------- ------- ------ 1 EXISTING t6' REUSE W.M. - - - - (DATUM USED) �- WSO 1WS0 T PROP, LINE - - I 1 I RAW J STATE /LANE COORDINATE w 15'I STA. 121+00 RT, 11.0' STATION NUMBER ��-�,■'�� D��'�V �� FORCE MAIN fi" PVC OFFSET V z I I TOP OF PIPE EL 2.25 TV" OF VALVE (EXAMPLE -LOWER RIGHT CORNER, 1" LETTERING) w I I TOP ELEVATION - m 06-49-33-002-0090- 00001.5 NUMBER OF TURNS TO - } PARCEL NUMBER DIRECT OwLOSE a -.w.- 1r m INDIAN RIVER COUNTY IV AS-BUILT DRAWING DRNONG Q 06-49-33-002-0090-00001.2 DEPARTMENT OF 1 UTILITIES SERVICES * a (EXAMPLE) M-14 1 i RI "4ea 2M4 GENERAL INFORMATION REQUIREMENTS 1. All As -Built Record drawings shall meet the minimum requirements of the Chapter AJ -17, Florida Administration Code Pursuant to section 472 of the Florida Statutes. 2. All state plane coordinates shall be based on the Florida State Plane Horizontal data (East Zone); or Florida High Precision Geodetic Network (superstation) and NAD 83/1999 - final adjustment, or the most current datum adopted by Indian River County. 3. All elevations shown shall be based on 1988 NAVD. 4. All As -Built Record drawings shall be tied to a minimum of one (1) permanent reference monument (P.R.M.) at the end of each project. One P.R.M. shall be tied to a minimum of one (1) section corner or one-quarter (1/4) section corner whichever is closest to the project. State plane coordinates shall be physically shown on the drawing next to the P.R.M. used. 5. Horizontal Control Monumentation for utility lines shall be a minimum of two (2) points at a maximum of 1,400 feet between points and shown on all plans. FIN. GRADE 6. Vertical Control (when required) for linear utility lines, such as sewer, shall have a maximum of 1,100 feet between existing construction or established benchmarks. \ .� 7. All surveys that are required for the use of engineering design, and are located within a distance of one (1) mile from any Indian River County Global Positioning System (G.P.S.) control project monuments, shall be tied into the GPS monument from one (1) permanent reference point or the subdivision corner that is along tht d h 11 th b C d h b 1' Sidewalk /1 O m. Ditch l 9 `Curb & Gutter �- � Ditch Curb & Gutter lluw ulnlwi �uuiu"� I Ibp PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale. PROTECTION AROUND INLETS OR SIMILAR STRUCTURES (PER F.D. 0, T, INDEX # 102) POST OPTIONS.- WOOD 2 1/2" MIN. 0 OPTIONAL POST POSITIONS PRINCIPLE POST POSMON WOOD 2" X 4" I I ?0' OAK 1 1/21x 1 1/2" (CANTED 20' roWARD FLOW) STEEL 1.33 LBS/FT. MIN. i 6� FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) FILTER FABRIC SILT FLOW V ELEVATION SECTION NOTE. SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF). SIL T SCREEN DETAIL N.U. 51 SLOPE TO DRAIN 2.07.AX.) �w e survey rou a an s a en ale tot a survey ase me• 4" THK. 3,000 PSI CONC. SCORED-/ / 8. All incoming As -Built Record drawings (24"x36") shall state in 1" lettering "AS -BUILT" and the datum used 6' O.C. W/ EXP. JOINTS EVERY 30' ` 6" COMPACTION SUBGRADE in 1" lettering in the lower right hand side of the drawing original and/or copies along with as -built date. All incoming As -Built Record drawings shall be received on a CD, as an electronic copy, AutoCad 2012 format, or latest version, with a tie to a minimum of two (2) state plane coordinates. (NOTE: Prior to submitting the electronic copy, one (1) copy of each as -built shall be submitted for review and approval. After all approvals, a (24"x36") Mylar reproducible along with five (5) signed and sealed copies of each as -built shall be submitted. All As -Built Record drawings shall be in a minimum scale of 1"=40' 9. A minimum text size of 1/8" is required on all construction/route survey and as -built record drawings. 10. All As -Built Record drawings shall be certified by the project engineer or contracting surveyor. 11. All As -Built Record drawings shall clearly depict as -built utility lines that were constructed along with their respective easement (if required). As -Built Record drawings will not be accepted unless the verbiage "PROPOSED" and/or "TO BE CONSTRUCTED" have been revised to read "AS -BUILT". As -Built Record drawings with "TO BE CONSTRUCTED" terminology will not be accepted. 12. All as -built utility construction located within the rights-of-way, easements and alike shall be tied to the respective rights-of-way, easement, etc. every 1,000 feet and change of direction. 13. All As -Built Record drawings shall be complete and approved before commencement of field test. 14. Baseline of construction and station of items to be located on the center of the roadway. Baseline stationing shall be every 100', control points set at every 500' and at angle change of direction. 15. All As -Built utility lines shall be shown with a wider, solid line. 16. Top of pipe elevations & stationing to be typed, listed, sealed & submitted by the engineer for locating the air release valves as construction proceeds. 17. Shown with a thin dashed line, top elevations of As -Built utility lines and existing utility lines shall be shown for all utility crossings. V INDIAN RIVER COUNTY AS -BUILT RECORD � DRAWING DEPARTMENT OF y DRAWINGS � 4 ' (` UTILITIES SERVICES r* L �* D R A W I N (� G S M-15 R1 N4"1.11 M4 GENERAL INFORMATION REQUIREMENTS 1. Existing right-of-way limits and/or easements within the limits of construction. 2. Survey baseline stationing every 100', control points set every 500', and at angle change of direction. 3. Show cross section elevations at grade every 100' for gravity sewer line construction and 50' for water line and force main construction. Elevations that reflect any significant change in grade between the previously stated footage shall be shown on plans. 4. Existing parcels, tracts, and lot corner locations shown with front footage dimensions per plat when platted. If construction project is along back of lots, then show back lot dimensions. 5. Existing roadway edge of pavement or edge of dirt road. 6. Existing utilities as located in field (water, sewer, telephone, electric, cable TV, etc.) (NOTE: Sunshine One to be contacted by surveying firm prior to survey locate; with the intent of county excavation.) 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 8. Existing curbs, driveway widths and types. 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations.) 10. Existing swales and/or ditches and elevations every 100' at top and bottom if within area of construction. 11. Existing fences. I 12. Existing trees and/or shrubbery. 13. All other non-movable items such as mailboxes, flag poles, etc. 14. All street names. 15. All commercial and single/multi family residence must have parcel I.D. indicated on the plan. 16. All projects, which utilize lift stations, shall specify on plans as to whether or not subject lift stations are to remain private or are to be dedicated to the county. 17. All fire hydrants and valves shall be located with state plane coordinates, station number and off -set and shall be clearly identified on the as -built drawing: 18. All valves shall be clearly identried by size, type, top elevation and direction/number of turns to open or close each valve. 19. Horizontal directional bores shall have a profile or cross section drawing and include the Clore log. 20. The contractor is to provide the name of business or residence, street address and tax I.D. number for all properties adjacent to line extesions. INDIAN RIVER COUNTY� AS -BUILT RECORD DRAWING NO. DEPARTMENT OF z� UTILITIES SERVICES*� �* DRAWINGS �t4 M-16 R IUM (959 DENSITY AS PER AASHTO T-99) SIDEWALK DETAIL N T. S 6' 6" It PAVEMENT SURFACE N • " L- BASE 8"-I ZSUBGRADE CONC. J,000 P. Sl. AT 28 DAYS. SCORE 10' ON CENTER, EXPANSION JOINTS EVERY 30' MAX. ALIGN WITH EXP. JOINTS AND SAW JOINTS. SPECIAL CURB (AT REAR OF RV STORAGE) N. T.S. 6" PAINT ALL EXPOSED J. 3" SURFACES TRAFFIC. ' I YELLOW PAVEMENT • ems' r V11% All PIN I � BASE -(2) 140 GALV. STEEL REEBARS l'-6" LONG PER STOP. PRE -CAST CONCRETE TYPICAL WHEEL STOP DETAIL N. T. S. 2" TYPE SP 9.5 ASPHALT F.D.O. T. SPEC. 331 6" CRUSHED CEMENTED COQUINA BASE OR LIMEROCK COMPACTED TO 989 AASHTO T-180, F.D.O.T. SPEC. 204 PRIME ® 0. 10 GA LIS. Y., F. D.O. T. SPEC. 300 7 f . 3. IN ) I 8' TYPE "B" STABILIZATION LBR 40 F. D.O. T. SPEC. 160 ----------------- _._, BXG 11 GEOGRID TYPICAL PAVEMENT SECTION N. T. S. REMOVABLE PLUG 6" 2500 PSI CONC. ALL AROUND GRADE NOTE: MAXIMUM LENGTH OF ~- P.V"C. PIPE PIPE BETWEEN CLEANOUTS SHALL BE P. V. C. 45' BEND 200: ALL RUNS OF �- AS REQUIRED UNDERDRAIN PIPE SHALL BEGIN WITH A CLEANOUT AND END P.V.C. WYE WITH AN INLET. UNDISTURBED EARTH PLUG FOR DEAD END LINE ONLY CLEANOUT DETAIL N. T. S 6., �•\\�\,�\ ,�\/\ PAVEMENT �p SURFACE i O Masonry Seal for L21 Filter Fabric Wrap Precast Dpening See Inset A moi; ' ° - �••- _..... .'. •; .1 BASE Pipe To Be Placed ZSUBGRADE I I (I Of Opening. ! ;� CONC. 3,000 P.S.I. AT 28 DAYS. SCORE 10' W ON CENTER, EXPANSION r Soil Compacted To Density JOINTS EVERY 30' MAX. lMin.l ALIGN WITH EXP. JOINTS AND SAW JOINTS. N Section 125 Described STANDARD CURB W N. T. S. REMOVABLE PLUG 6" 2500 PSI CONC. ALL AROUND GRADE NOTE: MAXIMUM LENGTH OF ~- P.V"C. PIPE PIPE BETWEEN CLEANOUTS SHALL BE P. V. C. 45' BEND 200: ALL RUNS OF �- AS REQUIRED UNDERDRAIN PIPE SHALL BEGIN WITH A CLEANOUT AND END P.V.C. WYE WITH AN INLET. UNDISTURBED EARTH PLUG FOR DEAD END LINE ONLY CLEANOUT DETAIL N. T. S GENERAL NOTES air E 1. ALL MATER/ALS AND WORKMANSHIP SHALL CONFORM TO THE FLORIDA DEPARTMENT OF 7RANSPORTA AON p o 0 SPEC/FICA TIONS (LATEST EDITION), INDIAN RIVER COUNTY, AND CITY OF SEBASTIAN REGULATIONS c C, 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UT/LIT/ES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO 774E BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS THE CONTRACTOR z� SHALL VERIFY THE LOCATIONS, ELEVAAONS, AND DIMENSIONS OF ALL , a = FEATURES AFFECTING 174/S WORK PRIOR TO CONSTRUCTIONEXISTING UT/LIT/ES, STRUCTURESAND 01TlER . J. 7HE CONTRACTOR SHALL USE EXTREME CAUTION IN AREAS OF BUR/ED UTILITIES AND SHALL PROVIDE AT LEAST 48 YCr 9� HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCA (IONS OF EXISTING UNDERGROUND UTILITIES THE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF EXISTING UTILITY SERVICES DURING CONSTRUCTION. a 4. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCT/ON. THE y a CONTRACTOR SHALL NOT/FY THE ENG/NEER OF ANY CONFLICTS BEFORE PERFORM/NG ANY WORK IN THE AFFECTED AREA. 3 ,� C p 5. THE ENGINEER (CHASTAIN-SKILLMAN, INC.) SHALL BE NOAFIED AS TO WHERE EXISTING UTILITY SERVICES INTERFERE WITH THE PROPOSED CONSTRUCTION S N v c 6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXIS77NG FACILITIES, ABOVE OR BELOW GROUND, 7HAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. - C oUlk� 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. a 8. UTILITIES INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE STATE AND LOCAL REGULATIONS t""' INCLUDING BUT NOT LIMITED TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, THE INDIAN RIVER COUNTY ' a PUBLIC HEALTH UNIT, AND THE CITY OF SEBASTIAN. ' W 9. WATER LINES MAY BE DEFLECTED AS REQUIRED (MAXIMUM OF 3' PER JOINT). y 10. CONTRACTOR SHALL VERIFY MINIMUM SEPARATION BETWEEN WATER AND SANITARY / STORM SEWER SYSTEMS. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION DOCUMENTING THE MINIMUM t SEPARATION AS CONSTRUCTED. ci 11. TYPICAL COVER OVER UTILITY LINES TO BE 36 Z " 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERM/TS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECT/ONS ACCORDING TO AGENCY INSTRUCTIONS ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF INE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 13. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE -CAST AND MANUFACTURED ITEMS TO THE ENG/NEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTORS EXPENSE. 14. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCT/ON, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH THE CONTRACTORS NAME, STARTING DATE, PROJECTED CONSIRUCT/ON SCHEDULE, ALL REQUIRED SHOP DRAWINGS, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO PROPER NOTIFICATIONS MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTORS EXPENSE. 15. ALL DISTURBED AREAS NOT INCLUDED IN THE LANDSCAPE PLANS SHALL BE SODDED. MIN/MUM SODDING REQUIREMENTS INCLUDE A 10' PER/ME7ER STRIP AROUND ALL STRUCTURES A 2' STRIP ALONG ALL PAVED AREAS, ALL SWALES AND THE RETENTION AREA SIDE SLOPES AND BERMS 16. COORDINATE WORK WITHIN 7HE RIGHTS-OF-WAY WITH CITY OF SEBASTIAN AND/OR INDIAN RIVER COUNTY. 1Z THE SI7E SHALL BE INIAALLY GRADED SUCH THAT NO OFF-SITE AREA WILL BE ADVERSELY AFFECTED BY STORM WATER RUNOFF. RUNOFF TO THE ADJACENT RIGHTS-OF-WAY SHALL BE MINIM/ZED. THE EXISTING DRAINAGE FACILITIES WITHIN THE RIGHT-OF-WAY SHALL BE PROTECTED AT ALL TIMES BY THE USE OF SYNTHETIC HAY BALES, TEMPORARY GRADING, REVEGETATION, ETC. ANY DISTURBED AREA WITHIN THE RIGHT-OF-WAY SHALL BE SODDED. ALL AREAS SHALL BE PROTECTED FROM EROS/ON CAUSED BY STORM WATER RUNOFF BY VEGETATION, SYNTHETIC HAY BALES, TEMPORARY GRADING, ETC. x o 18. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE STORM WATER SYSTEMS SHALL BE CLEANED OF ALL SILTS, DEBRIS, LIMEROCK, ETC. th 19. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CERTIFIED AS -BUILT DRAWINGS UPON COMPLETION OF 41 CONSTRUCTION. THESE AS -BUILT DRAWINGS SHALL INCLUDE DETAILED LOCATIONS OF THE UTILITY SYSTEMS (WATER, REVISION DESCRIPTION SANITARY SEWER, STORM WATER MANAGEMENT SYSTEMS, ELEC77?ICAL SERVICES ETC.). co 20. SAFETY- N CO A. DURING CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE o ENFORCED. THE CONTRACTOR OR HIS REPRESENTA AVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE ]RAVELING PUBLIC AND IHE SAFETY OF HIS PERSONNEL. REVISION DATE B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL I I I I I I III a REGISTRY OF THE DEPARTMENT OF TRANSPORTATION. C. ALL TRENCH EXCAVATION THAT EXCEEDS AN AVERAGE DEPTH OF FIVE (5) FEET MUST CONFORM TO THE REVISION N0. REQUIREMENTS STATED IN THE NEW 'TRENCH SAFETY ACT" INCORPORATED INTO OSHA STANDARDS (CHAPTER REV. DATE: 90- 96, CS/SB 2626). THE NEW LAW REQUIRES THE CONTRACTOR TO RECOGNIZE THE OSHA EXCAVA AON P-0 05/18/2016 SAFETY STANDARDS, AGREE TO ABIDE BY THEM, AND IDENTIFY THE COST TO COMPLY. D. THE MIN/MUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA ROADWAY AND DRAWN BY: dak TTAFFIC DESIGN STANDARDS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLA AGN, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT. E. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISION SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PREPARED BY THE U.S DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWA Y ADMINIS ATA TION. STORMWATER MANAGEMENT SYSTEM OPERA ANG AND MAINTENANCE PROCEDURES THE STORMWATER FACILITY MUST BE MAINTAINED PROPERLY IF IT IS TO PERFORM THE SERI4CE FOR WHICH IT WAS DESIGNED. THIS IS INTENDED TO BE A GUIDE TO THE PROPER WAYS TO MAINTAIN THIS FACILITY. THIS IS ONLY A GUIDE AND SHOULD BE MODIFIED AS FIELD CONDI AONS REQUIRE. 1. MONTHLY, VISUALLY INSPECT INLET OPENINGS TO INSURE THAT NO CLOGGING HAS OCCURRED, 2. ONCE EVERY THREE MONTHS VISUALLY INSPECT ALL PIPES FOR OBS 7RUCTIONS OR A BU/LD-UP OF EXCESSIVE SEDIMENTS. lF EXCESSIVE SEDIMENTATION HAS OCCURRED, HAVE ALL LINES PROPERLY FLUSHED. J WEEKLY DURING SUMMER MONTHS AND Bl -WEEKLY DURING THE REMAINDER OF THE YEAR, MOW ANY GRASS WITHIN THE STORM WATER RETENTION AND COLLECTION AREAS. GRASS CLIPPING SHALL BE COLLECTED AND REMOVED FROM THE SITE FOR PROPER DISPOSAL. DEWA TERING NO TES: DEWATERING WILL LIKELY BE REQUIRED FOR INSTALLATION OF PORTIONS OF THE UNDERGROUND UTILITIES. DEWATERING SHALL TYPICALLY INCLUDE THE USE OF SUMP PUMPS AND/OR SHALLOW WELL POINTS WATER SHALL BE PUMPED TO AN ON-SITE SEDIMENTATION SUMP, FULLY ENCLOSED WITH STAKED SYNTHETIC HAYBALES OR A DOUBLE ROW OF STAKED SILT SCREEN. MINOR DEWATERING ACAVIAES SHOULD NOT CREATE A SURFACE DISCHARGE FROM THE PROJECT AREA. SHOULD DISCHARGE OCCUR, THE CONTRACTOR SHALL ENSURE THAT lT MEETS STATE WATER QUALITY STANDARDS. Varies Joint Woven Or Non -Woven 1 " 1 ` Filter Fabric Min. Min Type D-3 �'! \ (See Index199) ___ Securing Device ELLIPTICAL PIPE Joint Yories Woven Or Non -Woven Min Min. Filter Fobric Securing Device ELLIPTICAL PIPE SHOWN ROUND PIPE ISOMETRIC VIEW PIPE SECTIONS Cost of filter fabric jocket to be included in cost of pipe culverts. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET SEE D.O.T. INDEX 280 12" (Min.) --.,,,,,,,-Bituminous Cooting On Face Of Concrete And Around Pipe i O Masonry Seal for L21 Filter Fabric Wrap Precast Dpening See Inset A ! II tl Pipe To Be Placed In Approximate Center I I (I Of Opening. ! ;� gg t W 2„ r Soil Compacted To Density lMin.l Required In Specification N Section 125 Described W '�- As Bedding Zone. FIL TER FABRIC WRAP ON GROUTED PIPE TO STRUCTURE JOINT a� O GENERAL NOTES air E 1. ALL MATER/ALS AND WORKMANSHIP SHALL CONFORM TO THE FLORIDA DEPARTMENT OF 7RANSPORTA AON p o 0 SPEC/FICA TIONS (LATEST EDITION), INDIAN RIVER COUNTY, AND CITY OF SEBASTIAN REGULATIONS c C, 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UT/LIT/ES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO 774E BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS THE CONTRACTOR z� SHALL VERIFY THE LOCATIONS, ELEVAAONS, AND DIMENSIONS OF ALL , a = FEATURES AFFECTING 174/S WORK PRIOR TO CONSTRUCTIONEXISTING UT/LIT/ES, STRUCTURESAND 01TlER . J. 7HE CONTRACTOR SHALL USE EXTREME CAUTION IN AREAS OF BUR/ED UTILITIES AND SHALL PROVIDE AT LEAST 48 YCr 9� HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCA (IONS OF EXISTING UNDERGROUND UTILITIES THE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF EXISTING UTILITY SERVICES DURING CONSTRUCTION. a 4. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCT/ON. THE y a CONTRACTOR SHALL NOT/FY THE ENG/NEER OF ANY CONFLICTS BEFORE PERFORM/NG ANY WORK IN THE AFFECTED AREA. 3 ,� C p 5. THE ENGINEER (CHASTAIN-SKILLMAN, INC.) SHALL BE NOAFIED AS TO WHERE EXISTING UTILITY SERVICES INTERFERE WITH THE PROPOSED CONSTRUCTION S N v c 6. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXIS77NG FACILITIES, ABOVE OR BELOW GROUND, 7HAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. - C oUlk� 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. a 8. UTILITIES INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE STATE AND LOCAL REGULATIONS t""' INCLUDING BUT NOT LIMITED TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, THE INDIAN RIVER COUNTY ' a PUBLIC HEALTH UNIT, AND THE CITY OF SEBASTIAN. ' W 9. WATER LINES MAY BE DEFLECTED AS REQUIRED (MAXIMUM OF 3' PER JOINT). y 10. CONTRACTOR SHALL VERIFY MINIMUM SEPARATION BETWEEN WATER AND SANITARY / STORM SEWER SYSTEMS. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION DOCUMENTING THE MINIMUM t SEPARATION AS CONSTRUCTED. ci 11. TYPICAL COVER OVER UTILITY LINES TO BE 36 Z " 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERM/TS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECT/ONS ACCORDING TO AGENCY INSTRUCTIONS ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF INE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 13. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE -CAST AND MANUFACTURED ITEMS TO THE ENG/NEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTORS EXPENSE. 14. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCT/ON, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH THE CONTRACTORS NAME, STARTING DATE, PROJECTED CONSIRUCT/ON SCHEDULE, ALL REQUIRED SHOP DRAWINGS, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO PROPER NOTIFICATIONS MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTORS EXPENSE. 15. ALL DISTURBED AREAS NOT INCLUDED IN THE LANDSCAPE PLANS SHALL BE SODDED. MIN/MUM SODDING REQUIREMENTS INCLUDE A 10' PER/ME7ER STRIP AROUND ALL STRUCTURES A 2' STRIP ALONG ALL PAVED AREAS, ALL SWALES AND THE RETENTION AREA SIDE SLOPES AND BERMS 16. COORDINATE WORK WITHIN 7HE RIGHTS-OF-WAY WITH CITY OF SEBASTIAN AND/OR INDIAN RIVER COUNTY. 1Z THE SI7E SHALL BE INIAALLY GRADED SUCH THAT NO OFF-SITE AREA WILL BE ADVERSELY AFFECTED BY STORM WATER RUNOFF. RUNOFF TO THE ADJACENT RIGHTS-OF-WAY SHALL BE MINIM/ZED. THE EXISTING DRAINAGE FACILITIES WITHIN THE RIGHT-OF-WAY SHALL BE PROTECTED AT ALL TIMES BY THE USE OF SYNTHETIC HAY BALES, TEMPORARY GRADING, REVEGETATION, ETC. ANY DISTURBED AREA WITHIN THE RIGHT-OF-WAY SHALL BE SODDED. ALL AREAS SHALL BE PROTECTED FROM EROS/ON CAUSED BY STORM WATER RUNOFF BY VEGETATION, SYNTHETIC HAY BALES, TEMPORARY GRADING, ETC. x o 18. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE STORM WATER SYSTEMS SHALL BE CLEANED OF ALL SILTS, DEBRIS, LIMEROCK, ETC. th 19. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CERTIFIED AS -BUILT DRAWINGS UPON COMPLETION OF 41 CONSTRUCTION. THESE AS -BUILT DRAWINGS SHALL INCLUDE DETAILED LOCATIONS OF THE UTILITY SYSTEMS (WATER, REVISION DESCRIPTION SANITARY SEWER, STORM WATER MANAGEMENT SYSTEMS, ELEC77?ICAL SERVICES ETC.). co 20. SAFETY- N CO A. DURING CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE o ENFORCED. THE CONTRACTOR OR HIS REPRESENTA AVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE ]RAVELING PUBLIC AND IHE SAFETY OF HIS PERSONNEL. REVISION DATE B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL I I I I I I III a REGISTRY OF THE DEPARTMENT OF TRANSPORTATION. C. ALL TRENCH EXCAVATION THAT EXCEEDS AN AVERAGE DEPTH OF FIVE (5) FEET MUST CONFORM TO THE REVISION N0. REQUIREMENTS STATED IN THE NEW 'TRENCH SAFETY ACT" INCORPORATED INTO OSHA STANDARDS (CHAPTER REV. DATE: 90- 96, CS/SB 2626). THE NEW LAW REQUIRES THE CONTRACTOR TO RECOGNIZE THE OSHA EXCAVA AON P-0 05/18/2016 SAFETY STANDARDS, AGREE TO ABIDE BY THEM, AND IDENTIFY THE COST TO COMPLY. D. THE MIN/MUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA ROADWAY AND DRAWN BY: dak TTAFFIC DESIGN STANDARDS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLA AGN, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT. E. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISION SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PREPARED BY THE U.S DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWA Y ADMINIS ATA TION. STORMWATER MANAGEMENT SYSTEM OPERA ANG AND MAINTENANCE PROCEDURES THE STORMWATER FACILITY MUST BE MAINTAINED PROPERLY IF IT IS TO PERFORM THE SERI4CE FOR WHICH IT WAS DESIGNED. THIS IS INTENDED TO BE A GUIDE TO THE PROPER WAYS TO MAINTAIN THIS FACILITY. THIS IS ONLY A GUIDE AND SHOULD BE MODIFIED AS FIELD CONDI AONS REQUIRE. 1. MONTHLY, VISUALLY INSPECT INLET OPENINGS TO INSURE THAT NO CLOGGING HAS OCCURRED, 2. ONCE EVERY THREE MONTHS VISUALLY INSPECT ALL PIPES FOR OBS 7RUCTIONS OR A BU/LD-UP OF EXCESSIVE SEDIMENTS. lF EXCESSIVE SEDIMENTATION HAS OCCURRED, HAVE ALL LINES PROPERLY FLUSHED. J WEEKLY DURING SUMMER MONTHS AND Bl -WEEKLY DURING THE REMAINDER OF THE YEAR, MOW ANY GRASS WITHIN THE STORM WATER RETENTION AND COLLECTION AREAS. GRASS CLIPPING SHALL BE COLLECTED AND REMOVED FROM THE SITE FOR PROPER DISPOSAL. DEWA TERING NO TES: DEWATERING WILL LIKELY BE REQUIRED FOR INSTALLATION OF PORTIONS OF THE UNDERGROUND UTILITIES. DEWATERING SHALL TYPICALLY INCLUDE THE USE OF SUMP PUMPS AND/OR SHALLOW WELL POINTS WATER SHALL BE PUMPED TO AN ON-SITE SEDIMENTATION SUMP, FULLY ENCLOSED WITH STAKED SYNTHETIC HAYBALES OR A DOUBLE ROW OF STAKED SILT SCREEN. MINOR DEWATERING ACAVIAES SHOULD NOT CREATE A SURFACE DISCHARGE FROM THE PROJECT AREA. SHOULD DISCHARGE OCCUR, THE CONTRACTOR SHALL ENSURE THAT lT MEETS STATE WATER QUALITY STANDARDS. Varies Joint Woven Or Non -Woven 1 " 1 ` Filter Fabric Min. Min Type D-3 �'! \ (See Index199) ___ Securing Device ELLIPTICAL PIPE Joint Yories Woven Or Non -Woven Min Min. Filter Fobric Securing Device ELLIPTICAL PIPE SHOWN ROUND PIPE ISOMETRIC VIEW PIPE SECTIONS Cost of filter fabric jocket to be included in cost of pipe culverts. FOR ALL PIPE TYPES - CONCRETE PIPE SHOWN FILTER FABRIC JACKET SEE D.O.T. INDEX 280 © 2016 CHASTAIN SoN A• AL / ......... 0 , 7 = �k TATE OF /0NAL E '''''�IIf/f11I111N1111 ENGINEER: JASON A. ALLIGOOD, P.E. REG. NO. 71103 PROJECT NO. 9876.01 SHEET NO. C-05 IN V i O J J � H ...Flow MOO W Urid W C cn a� O N .� Z to b � C N V © 2016 CHASTAIN SoN A• AL / ......... 0 , 7 = �k TATE OF /0NAL E '''''�IIf/f11I111N1111 ENGINEER: JASON A. ALLIGOOD, P.E. REG. NO. 71103 PROJECT NO. 9876.01 SHEET NO. C-05 IN DETECTI❑N TAPE PR❑VIDE TRENCH (SEE NOTE NO 6) SLOPE AS REQ'D PROVIDE TRENCH SLOPE AS REQ'D I FINISHED GRADE •\�//�\//�\//��//\\//\ •/�\!\�/\\/\\ /\\/\\\/ / \ z 6' MAX LAYERS \ OR OTHER APPROVED MAINTAIN TRENCH \�\� %\� w METHOD TO ACHIEVE WIDTH 2'-0' ABOVE �j\� j�\ 0 98% COMPACTION TOP OF PIPE %\//\, (SEE NOTE 4) C) M (U \\��\ N N, 0\/0 MAXIMUM WATER\\\j/\\ + 6' MAX LEVEL ALLOWABLE j\ DIVERT //\\\\� �� LAYERS DURING CONSTRUCTION �_ \/\\/\\�\ AT 98% 3/4' DIA BEDDING ROCK OR PEA ROCK WHERE 12 PIPE 12'_ UNDISTURBED CONDITIONS REQUIRE OD SOIL TRENCH WIDTH ,W, ELEVATI❑N -ARt- N❑TES 1. WHERE SOIL CONDITI❑NS CANNOT > BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHT❑ T-180, 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. 5. TRENCH WIDTH 'W' = PIPE ❑.D, PLUS 2'-0'. 6. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -'CAUTION, WATER LINE BELOW', CAUTIONI FORCE MAIN BELOW', OR 'CAUTION, REUSE WATER MAIN BELOW'. TRACE WIRE SHALL ALSO BE USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-13), 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTI❑NAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 8. ALL PIPE TO BE LOCATED 5' O,C. (TYPICAL) FROM EDGE OF PAVEMENT, PER FDOT INDEX 105. INDIAN RIVER COUNTY TRENCH DETAIL DRNOING DEPARTMENT OF UTILITIES SERVICES �,L' (UNPAVED EASEMENTS) M-1. ORI MARCH 2M4 36' X 36' X 8' THICK FIBERCRETE PAD AT EACH VALVE BOX IN PAVED AREAS (TYPE 1) 24' X 24' X 8' THICK FIBERCRETE PAD AT EACH VALVE BOX IN UNPAVED AREAS (TYPE II) (SEE M-5) CURB BOX 2'0 TO HOUSE TRACE WIRE WITH DUCTILE IRON LID IS TO BE PROVIDED IN UNPAVED AREAS (TYPE II) VALVE BOX LID (SEE NOTE 3) L-2'0 BRASS INDICATOR (EXAMPLE) SHALL BE FLUSH WITH PAD/PAVEMENT AND SHALL BE WET SET IN CONCRETE OR DRIVEN/ANCHORED IN ASPHALT PLAN VIEW -nar- N❑TES 1. VALVE BOX LID SHALL BE PAINTED, BLUE - WATER GREEN - FORCE MAINS PURPLE - REUSE WATER BRINE - BROWN - 2, IN UNPAVED AREAS (SEE M-5, TYPE II) A BRASS VALVE INDICAT❑R IS TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE L❑CATION AND DESCRIPTION, (SEE EXAMPLE ABOVE) INDICAT❑R SHALL BE FLUSH WITH PAD/PAVEMENT, 3. VALVE BOX LID LOCATED IN PAVEMNT SHALL BE A DUCTILE IRON STAY -PUT COVER, MINIMUM 24 LBS. WITH A MINIMUM 6' LONG THROUT AND SHALL BE MARKED WITH RAISED LETTERSI 'WATER', 'SEWER', 'BRINE', OR 'REUSE WATER' AS APPLICABLE, 4, VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. 5. NO VALVE RINGS ARE TO BE USED. 6, IN TYPE I, PAVED AREAS, THE VALVE BOX PAD TOP ELEVATION SHALL BE EVEN WITH THE ROCK GRADE TO ALLOW BOTH LAYERS OF ASPHALT TO COVER THE VALVE BOX PAD WITH THE FINAL ASPHALT LAYER FLUSH WITH THE TOP OF THE VALVE BOX. gIVER DRAWING INDIAN RIVER COUNTY �� NO, DEPARTMENT OF Q z VALVE B O X P A D UTILITIES SERVICESM-6 LORD MARCH M4 i TRENCH WIDTH MECHANICALLY _ TRENCH WIDTH 'W' + 4' MIN PAVEMENT ING SURFACE RESTORATION 12' MIN - EXISTING E 1� M k d 1 ow �" '� f �. 'Mt^,r. ,'; • ':.. , ' ° '> I . :._; .,, Ar x„�'+a yn °" . �. �' i ^�n..''!.t��`a' I s� °�y�. 4.,• y r a k 'hr a a r a s r, LLj / / / / / % / / s v/ REPLACEMENT o DETECTION TAPE LIMEROCK BASE (SEE NOTE NO 8) IN 3 LIFTS AT W _ �A 98% 6' (MAX) LAYERS TO -� (SEE NOTE 6) M ACHIEVE 98% COMPACTION MAXIMUM WATER LEVEL +/\ 6 MAX ALLOWABLE DURING wvm %/j�/j� "� LAYERS CONSTRUCTION 4. \//\\//\\i AT 98% \ 3/4' DIA BEDDING ROCK OR PEA ROCK WHERE 12r OD 12r UNDISTURBED SOIL CONDITI❑NS REQUIRE TRENCH WIDTH 'W' ELEVATI❑N NOTES 1, WHERE S❑IL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PR❑VIDE APPROVED METHOD OF CONSTRUCTI❑N. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT IN DEPTH WITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN. THK.) MATERIAL TYPE TO BE SPICIFIED. 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180, 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS/FDOT STANDARDS, 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS, 7. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0'. 8. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN V BELOW SURFACE. TAPE TO BE MARKED-'CAUTI❑Nt WATER LINE BELOW', CAUTION, FORCE MAIN BELOW', OR 'CAUTION, REUSE WATER MAIN BELOW', TRACE WIRE SHALL BE USED CONTINUOUSLY ON ALL PIPE. (SEE DETAIL M-13). 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. 10. ALL PIPE TO BE LOCATED MINIMUM OF 5' OZ. (TYPICAL) FROM EDGE OF PAVEMENT. ALL RESTORATION (SODDING) SHALL BE PER FDOT INDEX 105. VE INDIAN RIVER COUNTY �� R �� TRENCH DETAIL DRAWING NO. DEPARTMENT OF Q z UTILITIES SERVICES '� (PAVED AREAS & SHOULDERS) M-2 LORI v� - MARCH 2M4 FINISHED GRADE LOCATE MARKER BALL IN ALL METER BOXES EDGE OF PAVEMENT / �y �// // LOCATE TAPE CONTINUOUS #10 STRANDED COPPER TRACE WIRE HALF & EACHTCH ENDAOFALL ALLSERVICE F117INGSAPS' ELEVATION -SERVICE DETAIL I s i PLAN VIEW 2"0 TRACE WIRE HOUSING WITH CAP (SEE M-5) CONTINUOUS #10 STRANDED COPPER TRACE WIRE F i 1 HALF HITCH HALF HITCH ON BEHIND EACH - EACH SIDE OF BELL ALL VALVES ELEVATION -VALVE BOX DETAIL NOTES 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. 4. ALL CONNECTIONS SHALL BE MADE WITH DIRECT BURY CONNECTORS. 5. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. gIVEn DRAWING INDIAN RIVER COUNTY �� (o� TRACE WIRE No. DEPARTMENT OF Q z UTILITIES SERVICES *� DETAILS M-13 �LORI�� MARCH 2014 FINISHED GRADE OBSTRUCTION SLOPE TO 36" (MIN) COVER----' - + + _ PRESSURE MAIN E NOTE NO. SE 3 CENTER A FULL LENGTH OF PIPE FOR ACCEPTABLE AT THE POINT OF CROSSING DEFLECTION ELEVATION -ART- NOTES *1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY, VACUUM TYPE SANITARY SEWER, STORM SEWER OR PRESSURE TYPE SANITARY SEWER, WASTEWATER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 BELOW THE OUTSIDE OF THE OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 2. AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURETYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. 3. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION. 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS ENGINEERING. 5. SEE TRACER WIRE DETAIL. M-13 6• ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION MAINS, ETC.) V DRAWING INDIAN RIVER COUNTY �� NO. DEPARTMENT UTILITIES SERVICES y UTILITY CROSSIVG M-4 LORI�� MARCH lou 2x4 MARKER PAINTED GREEN (SEE NOTE 5 & S-2) nP6" CAP �N.,, `liOF ROAD CROWN z ELEVATION 4F ROAD w _ J Z ol 2'-0 �\ \\\i _ w COVER \//� /%%am .. of 0 o MINIMUM SLOPE 1/4" PER FT w N 0 USE GREATER SLOPE o EL WHERE POSSIBLE a L- DEPTH TO BE MARKER BALL TAPED DETERMINED IN THE TO 6"x4" WYE (TYP) FIELD AS REQUIRED TO ELEVATION AVOID OTHER UTILITIES (TYP) i J wm Wm �F OZ o ! DOUBLEPISERVICE SINGLE SERVICE I 0� w I 6" 0 STANDARD "Y" BRANCHES -- TO BE LDCATED IN THE FIELD 6"x6" WYE COMMERCIAL INSTALLED PLUG WRAP WITH I 6"x4" WYE RESIDENTIAL (TYP) DETECTION TAPE 6"0 -BENDS AS REQUIRED w Z� U-1 60 qOF SEWER MAIN TO BE -� ON q OF STREET UNLESS w -J OTHERWISE APPROVED w w m z uj 6"x6" DOUBLE WYE COMMERCIAL BY IRCDUS O a z cn a 0 6"x4" DOUBLE WYE RESIDENTIAL a cn o �w PLAN VIEW uj IRCDUS RESPONSIBILITY EASEMENT OR R.O.W. - - NOTE 1. 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE. 5. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND FOR CUTTING SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. (SEE S-3 DETAIL) NG INDIAN RIVER COUNTY � glv STANDARD LATERAL DRNO. DEPARTMENT OF z y UTILITIES SERVICES (SHALLOW SEWER) S-1 LORI�� MARCH 2014 ASPHALTBRASS VALVE INDICATOR SURFACE VALVE BOX PAD DRIVEN ASPHALT SR OED LUSH r 36" SQUARE (SEE M-6) / f 12 (MAX) ll i 1 (1) - NO. 30 0 CONTINUOUS 0 LIMEROCK U �� BASE VALVE BOX LID (SEE NOTE 7) . m ROCK TO EXTEND-l""<WRAP WITH Z ABOVE EXTENSION- FILTER CLOTH 2 PROVIDE EXTENSIONM AS SHOWN SLIDE TYPE TRACE WIRE VALVE BOX VALVE V - + _ TYPE ";t� ITT l PAVED TRACE WIRE VALVE BOX PAD -•- FINISHED GRADE 24" SQUARE (SEE M-6) Lv TYPE 11 UNPAVED AREA \-2"0 BRASS INDICATOR SHALL BE CURB BOX 2"0 TO HOUSE -/WET SET FLUSH INTO FIBERCRETE CURB BOX 2"0 TO HOUSE TRACE WIRE WITH DUCTILE IRON LID I ELEVATION NOTES 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS. 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL VALVES AS DIRECTED BY IRCDUS. (SEE M-9) 3. ALL VALVES REQUIRE A LAT & LONG IN DEGREES & MINUTES 4. SEE TRACER WIRE DETAIL. M-13 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL VALVES. (SEE W-1) 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT (WATER) - BLUE WATER MAIN VALVE -WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE BRINE - BROWN 7. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6" (LONG THROAT) LID WITH RAISED LETTERS MARKED: "WATER", "SEWER", "BRINE", OR "REUSE WATER' AS APPLICABLE. 8. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. 9. VALVE BOX EXTENSIONS OVER 36" REQUIRE IRCDUS ENGINEERING APPROVAL. gIVE� DRAWING INDIAN RIVER COUNTY O� NO. DEPARTMENT OF y VALVE AND p O X M-5 UTILITIES SERVICES �� ` " *c L7 LORI�Q MARCH 20u PLUMBING CONTRACTOR RESPONSIBLE FOR RISER & CLEAN OUT FINISHED GRADE INSTALLED PLUG (TYP) (4" CLEAN OUT) //\//\/j\//\//\//\ // j�\j/\\jam\\/\j�\//\\�\\ \/�\j/\\/�\�� 24"-36" INSTALLED PLUG I (6" CLEAN OUT) 45' BENDS FOR RISER PIPE (TYP) - "x4" WYE (TYP) IRCDUS CONTRACTOR RESPONSIBLE FOR SEWER LATERALS DETAIL 1 ART NOTES 1. ALL SEWER LATERALS (SINGLE, DOUBLE, DEEP OR SHALLOW) SHALL HAVE A RISER PIPE WITH BENDS AS REQUIRED FOR SERVICE CONNECTIONS AND WITH A 4" SEWER CLEANOUT AT FINISHED GRADE. 2. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND FOR CUTTING 4" SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. I�MIAN RIVER COUNTY �gIVER DRAWING .DEPARTMENT OF � ;. y SEWER LATERAL RISER NO. UTILITIES SERVICES �� *� (DEEP OR SHALLOW SEWER) S-3 LORD MARCH =4 0 w REVISION DESCRIPTION N N 0 REVISION DATE I I I I I I I I Iw REVISION NO. REV. DATE: P-0 05/18/2016 DRAWN BY: dak U L Jo wow J LL • td �+1 s ed .0 � V7 � o a �•�/•+k now o V H o s 06 r N © 2016 CHASTAIN a SKILLNM INC. o iso %, Q •.•• E N •. 0 =* No. 70 N O VI NA %_ �� o ENGINEER: JASON A. ALLIGOOD, P.E. REG. NO. 71103 OD PROJECT NO. 9876.01 0 U SHEET NO. s 10 C-06 a - REFLECTIVE .MARKER 11 uu vA"TYP o \ REFLECTIVE MARKER �w"``' VALVES TO BE LOCATED (SEE NOTE 8) ( OUTSIDE EDGE OF UNPAVED "-,..,ROADS 2,;"s w tt V y� dty 'gt "yy i 4 "hu , , , OAD ., 0 r, 2 MAXIMUM;d� MAIN a t'r UNDER DISTANCE r,' z4 xfisYs;4tir{r' nw�` ,CONSTRUCTION x 12' ( x ,F.H. I VALVES SHALL TYPICAL VALVE LOCATION 'J BE LOCATED d`pr"a M1Finas ,stu�Ya�°� FOR UNPAVED ROADS t 2kc' f ' L ADJACENT TO 0_2F 0,_Ni TEE OR CROSS " a 5gvp 'M S INDICATE DISTANCE �,$ FROM RIGHT OF WAY (TYP) - REFLECTIVE MARKER (ONE REQUIRED FOR EACH VALVE) NOTES 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. 2. A MINIMUM COVER OF 36" IS REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE, 3. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE CLOSEST TO THE HYDRANT. 4. WATER MAIN VALVE REFLECTIVE MARKER SHALL BE LOCATED ON EDGE OF LINE OR 4" INSIDE EDGE OF UNE. 5• DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 6, ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 7. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE BRINE - BROWN 8. THE APPROPRIATE REFLECTIVE MARKER IS REQUIRED FOR EACH VALVE. 9. REFLECTIVE MARKER SHALL NOT BE PLACED IN BICYCLE LANE. INDIAN RIVER COUNTY V FIRE HYDRANT DRAWING DEPARTMENT OF a ) AND VALVE UTILITIES SERVICES '`� W-1 (LOCATION DETAIL) ..... 6" ANCHOR COUPLING FOUR HYDRANT GUARDS ADDITIONAL GATE VALVE AS REQ'D BY IRCDUS M.J. REQUIRED IF DISTANCE SEE NOTE 1(BELOW) IS MORE THAN 5' 90• \ 45' RESTRAINT '/\ / MEGA -LUG OR EQUAL / / \ M.J. VARIES - ANCHOR TEE FOR 6„ PLANVIE W MECHANICAL JOINT 6 PUMPER NOZZLE --_t FACING ROADWAY VALVE BOX ACCESS FINISHED GRADE N I I .r, CO o _ _ iv .. 6"GATE VALVE 6 DIP PIPE CONCRETE DIRECT CONNECTION (ANCHOR TYPE) UNDISTURBED s„ (MIN) WATER MAIN ELEVATION SOIL NOTES_RT_ 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE WHEN REQUIRED BY IRCDUS. GUARDS TO BE PAINTED SAME AS HYDRANT. 2. THE (L OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE q OF THE NEAREST ROADWAY OR FINISH GRADE. 3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. 4. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 7. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. (TRACE WIRE NOT SHOWN IN DRAWING ABOVE.) 8. ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. ALL NUTS SHALL BE STAINLESS STEEL. 9. MAINTAIN 7'-6" RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) 10. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. ¢IV.ER INDIAN RIVER COUNTY DRAWING � �p� NO. DEPARTMENT of z FIRE HYDRANT DETAILS UTILITIES SERVICES "Y W-2 LORI v� MARCH 20,4 METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT-OF-WAY UNLESS OTHERWISE DIRECTED BY IRCDUS APPROVED PRE -PLUMBED METER BOXES SHALL BE POLYMER CONCRETE & FIBERGLASS WITH NO -HOLE LID z SEE NOTE 11. I -� SEE M-7 PRE -PLUMBED METER BOX . I� w 0- 1", 1J", OR 2 FINISHED GRADE- o CORP STOP 0. w ROADWAY 2'-0" N 2'-0" 2„ 1 L�" co O >� I I i - - -I �/ MARKER BALL METER LONG SERVICE (SEE NOTE 5) I/ IN LINE DUAL CHECK PVC CASING SLEEVE SHORT BY IRCDUS WATER MAIN SERVICE -BRASS - TRACE WIRE (SEE NOTE 8) DOUBLE STRAP ELEVATION SERVICE SADDLE _ART_ NOTES 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER. 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES SHALL BE A MINIMUM 1-1/2"0, TRIPLE SERVICES SHALL BE A MINIMUM 2"0 AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. 4. 1"0 & 1-1/2"0 LONG SERVICES REQUIRE A 2" MINIMUM I.D. CASING PIPE. 2"0 LONG SERVICES REQUIRE A 3" MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.G. 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2"0. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. 8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 10. ALL RESIDENTIAL AND ONE ERU SERVICES SHALL BE 5/8" METERS. 11. PRE -PLUMBED METER BOXES TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. V DRAWING INDIAN RIVER COUNTY f NO. DEPARTMENT OF a z WATER SERVICE W_ 4 UTILITIES SERVICES �-0 1 MARCH 20,4 WHEN METERS CAN NOT BE LOCATED IMMEDIATELY INSIDE THE RIGHT OF WAY THEY MAY BE LOCATED INSIDE THE w PROPERTY LINE AS DIRECTED BY IRCDUS z _j APPROVED PRE -PLUMBED METER w BOXES SHALL BE POLYMER CONCRETE & FIBERGLASS SEE M-7 PRE -PLUMBED METER BOX WITH NO HOLE LID 1 1 Y2", OR 2" CORP STOP ROADWAY 5'-0" 1'-0" FINISHED GRADE 2'-O" I SIDEWALK I 1 I M0 TRACE WIRE �\ I )MARKER BALL w LONG SERVICE z V J IN LINE DUAL CHECK L PVC CASING SLEEVE BY IRCDUS WATER MAIN (EXTEND UNDER SIDEWALK) a - BRASS DOUBLE STRAP �- SERVICE SADDLE ELEVATION ;VER SEE NOTES INDIAN RIVER COUNTY WATER SERVICE DEPARTMENT OF Q W-4 UTILITIES SERVICES, ° A* (OUTSIDE OF RIGHT OF WAY) LORD 2' =0" VARIES 2' -0" ( MIN) ( MIN) u t d T& "A•5 •,^F X 111,11 DOUBLE''DETETOR SmAULIC CHECK VALVE COUPLING LU I ZLd p cl- t O \Q [if�[[NG;,:,CURB. ,> Q N P-fVEa HECK VALVE 3 d S:x DETECTOR BYPASS �ull_TER 3 0 (CUSTOMER PIPING PLAN VIEW UTILITY PIPING TO PROPERTY LINE DETECTOR CHECK VALVE,. INLET GATE VALVE ONE SECTION D.I.P GATE VALVE R'QD ON EACH SIDE W/ INDICATOR OF CHECK VALVE ASSEMBLY � (0' BEND GATE VALVE TYP W/BOX - - i a ?" 18" MINIMUM DISTANCE GRADE EXISTING it CONCRETE SUPPORTS / (OR APPROVED BY IRCDUS) � / ELEVATION � WATER MAIN WATER MAIN NOTES 1. ALL BUILDINGS WITH SPRINKLERS MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND IRCDUS STANDARD. CHECK VALVE AND METER SHALL BE MOUNTED ABOVE GROUND. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY �� g1"ER DOUBLE -DETECTOR °RNO NG .DEPARTMENT OF Q z CHECK VALVE W -10 UTILITIES SERVICES ASSEMBLY �LORI�� MARCH lou 0 0 0 FLOW ° ° FLOW WATER MAIN REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES cry=� WATER MAIN UNION Z x FINISHED N oo GRADE � /,\\i\i\�i\�i,\�\/\�\//\\\\i,\�\i/\�\/\ FLOW FLOW ELEVATION _ADT_ NOTES 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING SINGLE FAMILY RESDENTIAL AND COMMERCIAL ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-0" ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 304 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. RIVER DRAWING INDIAN RIVER COUNTY �� �� NO. DEPARTMENT OF y BACKFLOW PREVENTER UTILITIES SERVICES �� W-1 1 LORI - MARCH 20,4 REVISION DESCRIPTION co N Co 0 REVISION DATE IIIIII1la REV. DATE: P-0 05/18/2016 DRAWN BY: dak '� Vf r V o +o+ J LL CU 4 .� Now N .Fr �> .bl) V p� InEno s i. o �' o � 0 Name V / int• a V r � V ~ O, 10 a 0 0 2016 CHASTAIN a SKILLMAN INC. o `,,,�1111111111f1/I��� o P�aN....:E NSf oo,,, W 0 •;O s No.7 0 •; - - o Q_ .p �b N o r , 0•.F m N A L c 11111111��` ENGINEER: JASON A. ALLIGOOD, P.E. 01 REG. NO. 71103 PROJECT NO. .; 9876.01 0 SHEET NO.go a U s C-07 go mb: STORMWA TER POLLUTION PREVENTION PLAN PROJECT NAME AND L OCA TION THIS STORMWA TER POLLUTION PREVENTION PLAN ARE PROVIDED FOR THE DEVELOPMENT OF (8) SINGLE -STORY STORAGE UNITS, ONE SINGLE -STORY OFFICE BUILDING, AND (21) COVERED RECREATIONAL VEHICLE SPACES THE SI TE IS LOCA TED A T 9220 SEBASTIAN BOULEVARD, SEBASTIAN, FLORIDA 32958 THE PROJECT CAN ALSO BE LOCATED WTH: SECTION 22, TOWNSHIP 31, RANGE 38 - INDIAN RIVER COUNTY OWNER NAME AND ADDRESS STORERIGHT (SEBASTIAN Xlll), LLC 100 S. KENTUCKY AVE, SUITE 290 LAKELAND, FL 33810 TELEPHONE.- (863) 216-8000 PROJECT DESCRIPTION THIS PROJECT ENTAILS THE CONSTRUCTION OF A THE DEVELOPMENT OF (7) SINGLE -STORY STORAGE UNITS, ONE SINGLE -STORY OFFICE BUILDING, AND (47) COVERED RECREATIONAL VEHICLE SPACES THE PROPOSED IMPROVEMENTS NLL DRAIN TO AN EXISTING, PERMITTED STORM WATER MANAGEMENT FACILITY LOCATED WEST OF THE PROPERTY. THE RECEIVING STORMWA TER MANAGEMENT SYSTEM WAS DESIGNED TO ACCOMMODATE THE PROPOSED IMPROVEMENTS AND WAS PERMITTED BY THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT (REFERENCE ERP NO. 40-61-98440-1). SEQUENCE OF MAJOR ACTIVITIES THE ORDER OF MAJOR ACTI VI TIES WILL BE AS FOLLOWS. - 1. INSTALL SILT SCREEN AS SHOWN ON PLANS SILT FENCES SHALL BE USED IN LIEU OF TEMPORARY PERIMETER SWALES. 2. ROUGH GRADE THE SITE AS WELL AS TEMPORARY SWALES TO FORCE DELIVERY OF RUNOFF TO THE POND (THE POND WLL ACT AS SEDIMENTATION BASINS). J. STABILIZE CLEARED AREAS WITHIN 7 DAYS OF LAST DISTURBANCE IF RUNOFF IS NOT CAPTURED BY THE STORMWA TER POND. 4. INSTALL STORM SEWER CONVEYANCE SYSTEMS, BUILDINGS AND UTILITIES. 5. COMPLETE GRADING AND INSTALL PERMANENT SODDING OR OTHER SUITABLE STABILIZATION. 6. CONDUCT CONS TRUC TION OF THE ENTRANCES AND PAVEMENT. 7. WHEN ALL CONSTRUCTION IS COMPLETE, STABILIZE (E.G. SOD, SEED/MULCH, ETC.) ANY REMAINING DISTURBED AREAS. STORMWA TER POLLUTION PREVENTION EROSION AND SEDIMENT TRANSPORT PREVENTION THE WORK SPECIFIED IN THIS SECTION CONSISTS OF MEASURES REQUIRED TO CONTROL EROSION AND TRANSPORT OF SEDIMENTS WTHIN AND FROM THE PROJECT AREA, SO AS TO PREVENT THE DEGRADATION OF RECEIVING WATERS, DETRIMENTAL EFFECTS ON PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE PROJECT AND DAMAGE WITHIN THE PROJECT AREA. THESE MEASURES WLL INCLUDE THE CONSTRUCTION AND MAINTENANCE OF TEMPORARY AND PERMANENT EROSION CONTROLS. CONSTRUCTION OPERATIONS SHALL BE RESTRICTED TO THOSE AREAS WHERE IT IS NECESSARY TO PERFORM FILLING OR EXCA VA TION TO ACCOMPLISH THE WORK SHOWN ON THE DRA NNGS AND TO THOSE AREAS WHICH MUST BE ENTERED TO CONSTRUCT TEMPORARY OR PERMANENT STRUCTURES AS SOON AS THE CONDITIONS NLL PERMIT, RIVERS, STREAMS, IMPOUNDMENT STORMWA TER STORAGE AND CONVEYANCE SYSTEMS AND ANY ONSITE RECEIVING WATER BODIES SHALL BE PROMPTLY CLEARED OF ALL OBSTRUCTIONS PLACED THEREIN OR CAUSED BY CONSTRUCTION OPERA TIONS. RUNOFF FROM UNSTABILIZED AREAS SHALL BE TREA TED THROUGH SILT FENCES BEFORE DISCHARGING FROM THE PROPERTY. EROSION PRACTICES PERMANENT EROSION CONTROL FEATURES SHALL BE INCORPORATED INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME. TEMPORARY CONTROL FEATURES NLL BE USED TO CORRECT CONDITIONS THAT DEVELOP DURING CONSTRUCTION WHICH WERE NOT FORESEEN AT THE TIME OF DESIGN TO CONTROL EROSION PRIOR TO THE TIME IT IS PRACTICAL TO CONSTRUCT PERMANENT CONTROL FEA TURES TEMPORARY EROSION CONTROL MAY BE USED IN CONTROLLING EROSION IN AREAS WHERE CONDITIONS NOT UNDER THE CONTROL OF THE CONTRACTOR, PRECLUDE COMPLETION OF A SECTION OF A PROJECT IN A CONTINUOUS MANNER, AND FOR CONTROLLING EROSION IN AREAS WHERE CONSTRUCTION OPERATIONS MUST BE PERFORMED SUBSEQUENTLY THAT NLL CAUSE DAMAGE TO PERMANENT EROSION CONTROL FEATURES TEMPORARY EROSION AND WATER POLLUTION CONTROL FEATURES SHALL CONSIST OF, BUT NOT BE LIMITED TO, GRASS, TEMPORARY MULCHING, SANDBAGGING, SEDIMENT BASINS, SEDIMENT CHECKS/EARTH DITCH CHECKS, BERMS, FL OA TING TURBIDITY BARRIERS, HAY BALES AND SIL T FENCE. STABILIZATION PRACTICES TEMPORARY STABILIZATION - SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED W THIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THESE AREAS SHALL BE STABILIZED WTH TEMPORARY SEED AND MULCH. THE SURFACE AREAS OF UNPROTECTED ERODIBLE EARTH EXPOSED BY CLEARING AND GRUBBING, EXCAVATION OR FILLING OPERATIONS SHALL BE KEPT TO A MINIMUM AS PRACTICAL. PERMANENT STABILIZATION - ALL DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED NLL BE STABILIZED BY SOD OR SEED AND MULCH IN ACCORDANCE WTH THE LANDSCAPING PLANS AND/OR CONSTRUCTION PLANS STRUCTURAL PRACTICES STAKED SILT SCREENS - WLL BE INSTALLED ACCORDING TO THE PLANS TO PROTECT OFFSITE AREAS FROM ANY POSSIBLE ADVERSE EFFECTS FROM SEDIMENTS, SEDIMENT WILL BE REMOVED FROM THE UPSTREAM SIDE OF ANY SILT SCREEN ONCE THE ACCUMULATED SEDIMENT REACHES 1/3 THE HEIGHT OF THE SILT SCREEN. ANY SEDIMENT DEPOSITS OR SOIL DISTURBANCE CREATED DURING THE INSTALLATION AND REMOVAL OF SILT SCREEN SHALL BE DRESSED TO CONFORM TO THE FINISHED GRADE. THE SILT SCREEN SHALL BE INSPECTED ALONG WTH THE REST OF THE PROJECT ONCE EVERY SEVEN DAYS OR NTHIN 24 HOURS OF A RAINFALL EVENT EXCEEDING 0.5". WHERE DEFICIENCIES EXIST, ADDITIONAL SILT FENCES SHALL BE INSTALLED OR REPLACED. ATTACHMENT OF SILT SCREEN TO EXISTING TREES NLL NOT BE PERMITTED UNLESS APPROVED BY THE PROJECT ENGINEER. NO TE. THE FOLLOWNG CONTROLS CONCERN DAY-TO-DAY ACTIVITIES ON THE SITE, THE SITE SUPERINTENDENT IS RESPONSIBLE FOR SEEING THAT THEY ARE CARRIED OUT APPROPRIA TEL Y. WASTE DISPOSAL WASTE MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN METAL DUMPSTERS AND THEN HAULED TO AN APPROVED DISPOSAL SITE. THE DUMPSTERS WILL MEET ALL COUNTY AND STATE SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. NO CONSTRUCTION WASTE WILL BE BURIED ON THE SITE. ALL PERSONNEL WILL BE INSTRUCTED IN THE CORRECT PROCEDURE FOR WASTE DISPOSAL. EMPLOYEE WASTE AND OTHER LOOSE MA TERIAL S, E.G., CUPS, CANS, BAGS, ETC., WILL BE COLLECTED SO AS TO PREVENT THE RELEASE OF "FLOA TABLES" DURING RUNOFF EVENTS. HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS WLL BE DISPOSED OF IN THE MANNER SPECIFIED BY L 0CAL OR STA TE REGULA TIONS, OR BY THE MANUFACTURER. SANITARY WASTE - ALL SANITARY WASTE WLL BE COLLECTED FROM THE PORTABLE UNITS IN A TIMELY MANNER MEETING ALL LOCAL AND STATE REGULATIONS OFFSITE VEHICLE TRACKING MONITORING OF OFFSITE TRACKING OF SEDIMENTS AT THE ENTRANCES IS ESSENTIAL WHERE SILT FENCE WLL NOT BE PLACED TO ENABLE ACCESS TO THE SITE. IF IT APPEARS THAT SIGNIFICANT AMOUNTS OF SEDIMENT ARE BEING TRACKED OFF THE SITE, GRAVEL ENTRANCES OR OTHER EQUIVALENT MEASURES ARE RECOMMENDED TO HELP DISLODGE THE SOIL, SEDIMENT AND DIRT BEFORE THE VEHICLES LEAVE THE SITE. CER TIFICA TION OF COMPLIANCE NTH FEDERAL, STATE AND LOCAL REGULATIONS THE ONSITE PRACTICES SHALL COMPLY WTH THIS STORMWA TER POLLUTION PREVENTION PLAN AS WELL AS REFLECT THE REQUIREMENTS OF THE - 1. FDEP'S NPDES GENERIC PERMIT FOR CONS TRUC TION A C TI VI TIES, 62- 621.300(4), F.A. C.) 2. ALL STATE REQUIREMENTS OF STORMWATER MANAGEMENT SYSTEMS UNDER CHAPTERS 40D-4, 40D-40 AND 40D-400 OF THE FLORIDA ADMINISTRATIVE CODE, AS ADMINISTERED BY THE SOUTHWEST FLORIDA WA TER MANAGEMENT DISTRICT IN ADD/ TION 33 CFR ADMINISTERED BY THE ARMY CORP OF ENGINEERS. MAINTENANCE/INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWNG PRACTICES WLL BE UTILIZED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. - ALL CONTROL MEASURES WLL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF ANY RAINFALL EXCEEDING 0.5 INCHES. A MAINTENANCE INSPECTION REPORT WLL BE MADE AFTER EACH INSPECTION. THESE INSPECTION REPORTS NLL BE KEPT AS A PART OF THE STORMWA TER POLLUTION PREVENTION PLAN FOR AT LEAST THREE (3) YEARS FROM THE DATE THE SITE IS FINALLY STABILIZED. A COPY OF THE INSPECTION REPORT FORM IS PROVIDED. ALL MEASURES NLL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WLL BE IN/ TIA TED W THIN 24 HOURS OF I IS REPOR TING. TEMPORARY SEEDING AND PERMANENT SODDING OR SEEDING/MULCHING NLL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. ANY DEFICIENCIES SHALL BE CORRECTED. A QUALIFIED PERSON NLL BE DESIGNATED TO PERFORM THE INSPECTIONS AND FILL OUT THE INSPECTION AND MAINTENANCE REPORT. THE SILT SCREEN SHALL BE INSPECTED IMMEDIA TEL Y AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. WHERE DEFICIENCIES EXIST ADDITIONAL SILT FENCES SHALL BE INSTALLED OR REPLACED. SEDIMENT WILL BE REMOVED FROM THE UPSTREAM SIDE OF ANY SILT SCREEN ONCE THE ACCUMULATED SEDIMENT REACHES 1/3 THE HEIGHT OF THE SILT SCREEN. ANY SEDIMENT DEPOSITS OR SOIL DISTURBANCE CREATED DURING THE INSTALLATION AND REMOVAL OF SILT SCREEN SHALL BE DRESSED TO CONFORM TO THE FINISHED GRADE. IN VEN TOR Y OF BUIL DING MA TERIAL S EXPEC TED TO BE PRESEN T ONS/ TE MATERIALS PRESENT ONSITE DURING CONSTRUCTION WILL INCLUDE THOSE NORMALLY ASSOCIATED WITH THIS TYPE OF CONSTRUCTION.- CONCRETE, ONSTRUCTION:CONCRETE, STEEL REINFORCING BARS AND RELATED MATERIALS, PIPE, LUMBER, PAINTS, PETROLEUM BASED PRODUCTS, MATERIAL MANAGEMENT (POLL U TION PREVENTION) PRACTICES THE FOLLOWNG MATERIAL MANAGEMENT PRACTICES WLL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MA TERIALS AND SUBSTANCES TO STORMWA TER RUNOFF: GENERAL PRACTICES THE FOLLOWNG GENERAL PRACTICES NLL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT - SUFFICIENT PRECA U TIONS SHOULD BE TAKEN TO PREVENT POL L U TION OF WATER BODIES DIRECTLY OR INDIRECTLY WITH FUELS, OILS, BITUMENS, CALCIUM CHLORIDE, OR OTHER HARMFUL MA TERIAL S AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCTS REQUIRED FOR THIS PROJECT. ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. PRODUCTS NLL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL. SUBSTANCES NLL NOT BE MIXED NTH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. NHENEVER POSSIBLE, ALL OF A PRODUCT NLL BE USED BEFORE DISPOSING OF THE CONTAINER. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WLL BE FOLLOWED. THE SITE WLL BE INSPECTED DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS. HAZARDOUS PRODUCTS THE FOLLOWNG PRACTICES NLL BE UTILIZED TO REDUCE THE RISKS ASSOCIATED WTH HAZARDOUS MATERIALS: PRODUCTS WLL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA NLL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMA TION IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL NLL BE FOLLOWED. PRODUCT SPECIFIC PRACTICES THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE. - PETROLEUM PRODUCTS - ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS THAT ARE CLEARLY LABELED, ANY ASPHALT SUBSTANCES USED ONSI TE WLL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDA TIONS PAINTS - ALL CONTAINERS WLL BE TIGHTL Y SEALED AND STORED WHEN NOT IN USE, EXCESS PAINT WLL NOT BE DISCHARGED TO A STORM SEWER, POND SYSTEM, OR RECEIVING WATER BUT WLL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STA TE AND LOCAL REGULA TIONS. SPILL PREVENTION AND CLEANUP IN ADDITION TO THE MATERIALS MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWNG PRACTICES WLL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP.- MANUFACTURER'S LEANUP.MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WLL BE CLEARLY POSTED AND SITE PERSONNEL WLL BE MADE AWARE OF THE PROCEDURES AND THE LOCATIONS OF THE INFORMATION AND CLEANUP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WLL BE KEPT IN THE MATERIAL STORAGE AREA THAT IS ONSITE. EQUIPMENT AND MATERIALS WLL INCLUDE BROOMS, DUST PANS, GLOVES AND PLASTIC AND METAL TRASH CONTAINERS, ETC. SPECIFICALLY FOR THIS PURPOSE. ALL SPILLS WLL BE CLEANED UP IMMEDIA TEL Y AFTER DISCOVERY. THE SPILL AREA NLL BE KEPT WELL VENTILATED AND PERSONNEL NLL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WTH A HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLANS NLL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THIS TYPE OF SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, ITS CAUSE, AND THE CLEANUP MEASURES WLL ALSO BE INCLUDED. CONTRACTOR'S CER TIFICA TION THIS SWPPP MUST CLEARLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WTHIN THE SWPPP, THE CONTRACTORS) OR SUBCONTRACTOR(S) THAT WLL IMPLEMENT EACH MEASURE. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWNG CERTIFICATION: "l CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WTH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWA TER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIOTIES AND THIS STORMWA TER POLLUTION PREVENTION PLAN PREPARED THERE UNDER." SIGNA TURF/DA TE.• NAME.• COMPANY NAME.- ADDRESS. - TELEPHONE N0: RESPONSIBILITY - STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM (Inspections must occur at least once a week and within 24 hours of the end of a storm event that is 0.50 inches or greater) FDEP NPDES Storm Water Identification Number: FLR10 Location Rain Data Type of Control Date Installed/ Current Condition Corrective Action/Other Remarks (see below) Modified (see below) Condition Code: G=Good M=Morginal, needs maintenance or replacement soon P=Poor, needs immediate maintenance or replacement C=Needs to be cleaned O=Other o O ^ Condition Type Code: ^o M M �o v o c 1. Silt Fence 10. Storm drain inlet orotection 19. Reinforced soil retaining system 28. Treeprotection 2. Earth dikes 11. Veoetotive buffer strio 20. Gobion 29, Detention Dond 3. Structural Diversion 12. Vegetative Dreservation area 21. Sediment basin 30. Retention Dond 4. Swale 13. Retention Dond 22. TemDorar seed/sod 31. Waste disDosol/housekeeoina 5. Sediment TroD 14. Construction entrance stabilization 23. Permanent seed/sod 32. Dom 6. Check dom 15. Perimeter ditch 24. Mulch 33. Sand boo 7. Subsurface drain 16. Curb and gutter 25. Hov boles 34. Other 8. Pipe slope drain 17. Paved road surface 26. Geotextile 9. Level spreaders 18. Rock outlet Drotection 27, Rip -rap Inspector Information: Name Ouolificotion Date The above signature also shall certify that this facility is in compliance with the Storm Water Pollution Prevention Plan and the State of Florida Generic Permit for Storm Water Discharge from Large and Small Construction Activities if there ore not any incidents of non-compliance identified above. ss*sss I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel property gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the sytem, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.* REVISION DESCRIPTION REVISION DATE I 7 50 z. O N co M 0 a REVISION NO. REV.DATE: P-0 05/18/2016 DRAWN BY: dak E •L o O ^ 87 a ^o M M �o v o c 17 r aY C b Y O us >s h N Vf 4A X6 O d - oM a a C4 3 0 0v N LL. r � 40) .b V = C � d REVISION DESCRIPTION REVISION DATE I 7 50 z. O N co M 0 a REVISION NO. REV.DATE: P-0 05/18/2016 DRAWN BY: dak © 2016 CHASTAIN SKILLTMAN INC. `ttuttrirrurrr� o ,�����`````� A• ASC /'/'���''% No.7 S Vp = '• �rrrrruntt��� ENGINEER: JASON A. ALLIGOOD, P.E. REG. NO. 71103 PROJECT NO. 9876.01 SHEET NO. C-08 M s 0 0 E a R r 2 0. CA C O O ■ r ii V L o = J LL. .O o .b C C � d 74wn O Lo W = to 0- W O , W O � O L Vf © 2016 CHASTAIN SKILLTMAN INC. `ttuttrirrurrr� o ,�����`````� A• ASC /'/'���''% No.7 S Vp = '• �rrrrruntt��� ENGINEER: JASON A. ALLIGOOD, P.E. REG. NO. 71103 PROJECT NO. 9876.01 SHEET NO. C-08 M s 0 0 E a R r 2 0. CA