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HomeMy WebLinkAbout1995 - (Mylar) Plat BookSA NOR/D GE A SUBDIVISION CITY OF SEBASTIAN, FLORIDA 3ISOUTH,N9MDL �9EASTAPART OF SECTION 19, TOUtINSNIP 'INDIAN RIVER COUNTY, FLORIDA COVENANTS,RESTRICTIONS,OR RESERVATIONS AFFECTING THE OWNERSHIP OR USE OF PROPERTY SHOWN ON THIS PLAT ARE FILED IN OFFICIAL RECORD BOOK PAGES DESCRIPTION: TRACT L, SEBASTIAN HIGHLANDS ,UNIT 17, AS RECORDED IN PLAT BOOK 8 3 PAGE 46 --46A THROUGH 46P, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. OWNER: E & E DEVELOP MENT,INC. 182 DEL MONTE ROAD SEBASTIAN, FLORIDA 32958 z 0 STREET el l -Ia -7 1 CA C 'T CENTER OF SECTION 19 0 .50- 100' 150' 200' SCALE I"= 50' -P,R.M. 232 .32 232.32 T115.61 6'UTILITY& DRAINAGE EASEMENT(TYPICAL) I I 10' UTILITY EASEMENT (TYPICAL) 6' 4=90000,00, R = 25.00' 10' DRAINAGE EASEMENT61 �-6'UTILITY &DRAINAGE EASEMENT(TYPICAL) 6' I~ A=39.27' o o0 = o 2 �� = 3 o Lo = 4 i N N Z No — z I Y & DRAINAGE EASEM� 12' UTIL T ` NT I I 23 2. 3 2' 232.32' 232.32' 140.61 P.R.W CERTIFICATE OF DEDICATION STATE OF FLORIDA INDIAN RIVER COUNTY CITY OF SEBASTIAN KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING THE OWNER IN FEE SIMPLE OF THE LANDS DESCRIBED HEREON AS SANDRIDGE ESTATES DOES IIEREBY DEDICATE THE UTILITY AND DRAINAGE EASEMENTS ON THE PLAT FOR THE I1SES AND PURPOSES THEREON EXPRESSED FOR THE PERPETUAL USE OF THE CITY OF SEBASTIAN, FLORIDA. I . UTILITY EASEMENTS: UTILITY EASEMENTS AS SHOWN ARE DEDICATED IN PERPETUITY TO THE CITY OF SEBASTIAN, FLORIDA, FOR CONSTRUCTION , INSTALLATION, MAINTENANCE AND OPERATION OF UTILITIES BY ANY PROVIDER, INCLUDING CABLE TELEVISION SERVICES, IN COMPLIANCE WITH SUCH ORDINANCES AND REGULATIONS AS MAY BE ADOPTED FROM TIME TO TIME BY THE CITY COUNCIL, CITY OF SEBASTIAN , INDIAN RIVER COUNTY, FLORIDA. APPROVED DRIVEWAYS MAY CROSS THESE EASEMENTS WHERE THEY ABUT ROAD RIGHT-OF-WAYS. _ 2. DRAINAGE EASEMENTS DRAINAGE EASEMENTS, AS SHOWN ARE DEDICATED IN PERPETUITY FOR CONSTRUCTION AND MAINTENANCE OF DRAINAGE FACILITIES AND SHALL BE THE PERPETUAL MAINTENANCE OBLIGATION OF THE INDIVIDUAL PROPERTY OWNERS. IN WITNESS WHEREOF, THE LJNDERSIGNED HEREUNTO SET HIS HAND ON THIS ?t DAY O 1995. WITNESS Jo Itjo(.0( TRACT K OWNER: CITY OF SEBASTIAN BY PLAT DEDICATION ACKNOWLEDGEMENT OF DEDICATION STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THIS IS TO CERTIFY THAT ON BEFORE ME, AN OFFICER DULY AUTHORIZED TO TAKE ACKNOWLEDGMENTS IN THE SAID STATE AND CITY, PERSONALLY APPEARED TO ME KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE FOREGOING DEDICATION AND ACKNOWLEDGED THE EXECUTION TI-IEREOF. IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL ON THE ABOVE DATE. s 004m: Jim Is. Im O ARY F�7B nm � putt unbug" COMMISSION NO. Cc�3 7 T MY COMMISSION EXPIRES CERTIFICATE OF TITLE =,• I .:_. 'I � i- ..-.: -r� ., .•i a-�_ �. ., � . LOCATION MAP NOT TO SCALE -I- P, R.M .,;> e CT) 0 ci 040, c am Is CERTIFICATE OF APPROVAL OF CITY COUNCIL STATE OF FLORIDA COUNTY OF INDIAN RIVER CITY OF SEBASTIAN THIS IS TO CERTIFY THAT ON 0 o� �q9s THE CITY COUNCIL, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA APPROVED THE FO OiN PLAT. �. , R MAYOR CI CITY ATTORNEY CITY CLERK STATE OF FLORIDA CERTIFICATE OF CLERK COUNTY OF INDIAN RIVER STATE OF FLORIDA COUNTY OF INDIAN RIVER WE, A TITLE INSURANCE COMPANY D IN THE STATE OF FLORIDA DOES HEREWITH CERTIFY THAT .�� C Q �'� - 13 R �� Ai C DULY LICENSED k � WE HAVE EXAMINED THE TITLE TO THE HEREON DESCRIBED PROPERTY, D.`w I, HEREI3Y CERTIFY THAT I HAVE END THE FOREGOING PLAT AND THAT WE FIND THE TITLE TO THE PROPERTY IS VESTED IN 1w : T FIND THAT IT COMPLIES IN FORM WITH ALL THE REQUIRE1,1ENTS OF E & E DEVELOPMENT, INC.,WITri NO MORTGAGE RECORDED,THAT ALL TAXES. ' ` CIIAPTER 177 FLORIDA STATUTES, AND WAS FILED FOR RECOR S ON, �'�` d HAVE BEEN PAID AS REQUIRED BY SECTION 197.192 FLORIDA STATUTES, AS.:, (qpT VERO BEACH, FLORIDA. FILE NO. ..«. rx AMENDED, ALSO THERE ARE NO LIENS OR ENCUMBRANCES. ° .*. * ' ;' ,,'°C IL FOR CIRCUIT CO T IND FOR INDIAN RIVER COUNTY, FLORIDA. �- = ,ja,. d r PLAT BOOK � W PAGE DOCKET NO.L "s, � NOTICE: 1. NO CONSTRUCTION, TREES OR SHRUBS, WILL BE PLACED IN EASEMENTS WITHOUT CITY APPROVAL. 2. ❑ --- DENOTES PERMANENT REFERENCE MON TMENTS SET. 3. — DENOTES PERMANENT CONTROL PGINT SET. 4. COVENANTS, RESTRICTIONS, OR RESERVATIONS AFFECTING THE OWNERSHIP OR USE OF THE PROPERTY SHOWN IN THIS PLAT ARE FILED IN OFFICIAL RECORD BOOK AT PAGE(S) - 5. 'THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. 6. BEARINGS SHOWN ON THIS PLAT ARE BASED ON THE PLAT OF SEBASTIAN HIGHLANDS UNIT 17(P.B.8, PG.46),THE CENTERLINE OF SCHUMANN DRIVE BEARS NORTH. CERTIFICATE OF SURVEYOR STATE OF FLORIDA COUNTY OF FLORIDA KNOW ALL MEN BY 'THESE PRESENTS, THAT THE UNDERSIGNED BEING A LICENSED AND REGISTERED LAND SURVEYOR, DOES HEREBY CERTIFY THAT ON AUGUST 30,1995 HE COMPLETED THE SURVEY OF THE LANDS THEREIN DESCRIBED AND PLATTED OR SUBDIVIDED ; TH AT T H E P L AT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED, THAT THE SURVEY WAS MADE UNDER MY DIRECTION .AND SUPER- VISION; THAT THE SURVEY DATA COMPLIES WITH ALL THE REQUIRE- MENTS OF CHAPTER 177, FLORIDA STATUTES -,AND THAT THE LAND IS LOCATED IN INDIAN RIVER COUNTY,FLORIDA. JARES A. FOWLER DATE RE ISTRATION NO. 3435 STATE OF FLORIDAa.. PREPARED ON A. U G U SI 30,19 9 5 BY: JAMES A. FOWLER LAND SURVEYING COMPANY 929 7TH AVENUE POST OFFICE BOX 1677 VERO BEACH, FLORIDA - 32961 PHONE A (407)-5624744 , FAX # (407)-562-0963 REVISED ON n m PHASE I REQUIRED = 8 UNITS (2 SPACES/UNIT) = 16 SPACES PROVIDED = 16 SPACES (1 H/C, 15 REGULAR) PHASE II REQUIRED = 8 UNITS (2 SPACES/UNIT) = 16 SPACES PROVIDED = 16 SPACES (1 H/C, 15 REGULAR) PHASE Jil REQUIRED = 8 UNITS (2 SPACES/UNIT) = 16 SPACES PROVIDED = 16 SPACES (1 H/C, 15 REGULAR) Iffl X--l-V REQUIRED - 4 UNITS (2 SPACES/UNIT) = 8 SPACES PROVIDED - 8 SPACES (1 H/C, 7 REGULAR) QVERALL REQUIRED = 28 UNITS (2 SPACES/UNIT) = 56 SPACES PROVIDED - 56 SPACES (4 H/C, 52 REGULAR) 43r_gq-lo'-glrf_ S3r-�11 o,vE. j2a L L �LJ L_ r�I F®oT-rrz I H Rim , t t4 u t is s '• 4 ,. _ �,a t ,7 • 1. t• �• I7 t• 7 � t• t "54 it tto , N 1. it - tl pp �• 10 I) 1 , ) ) 3 t toT T • N t1 CFFIASE. S E-U &.ri(� > Ear �rrH� �ar1�To�Y � / �Er-,#E2 Mar-{ rloL�. � �ISr rye 4aN1�a2� roles Exlsrrr1ca (�" (�/� /� ��4JE2 Mc.ririoi� LJ P-FF- 2 ri -+ N 2, rat E L - w _ n � w `j w r`' 0 r'I uJrjell- - N I ,y N I�-1.32 CvS Icv"1.3Z Cos $a. cp I 52 232,3ZI .yh 23Z-32' % --223Z.3Zti �.l�.tJ.T= 5' -- 1��� {IL, Cnli - • . 1-j I i --- �' I TE f rl f02 r-1 ,es. T-1 c7)r- . W,q1 2 Sr ------mot-- �__ trijlE2rc2 �IriE �Erba�rL �='(� yS0rEn�4Tt-,E� F� u2E pr�rslc�rl 2c EQ r-i� T P (� T� T r--,'1 re-H Fl-,rror--I I Q,' +_ ,s bE � � P n To _.- P�S� � r2.�✓.oL . P � �- �, �. _ _ r<►+-t P �xrSTIH� ►�E�yJv�-L r3 a rl 9- o� F , _ -a- - OWNER u t2./E I'd(L BENCHMARK MR. JOHN A. KING T,-Me k4 Le r THE BENCHMARK USED FOR SURVEY WORK IS LOCATED AT THE N.W. CORNER OF REALTY KING, INC. IZ1 +h a�ENUE _ �o. �x h„ HEADWALL AT S.E. CORNER OF TRACT L ELEVATION = 21.90' . 1676 N. U.S. HIGHWAY NO. 1 SE.'BASTIAN, FL 32958 FL 32'16pj PERMITS_ REQUIRED (407) 388-5502 C4a�) �iLo2 - g14GF CITY OF SEBASTIAN SITE PLAN ARCHITECT CITY OF SEBASTIAN WATER AND SEWER CONNECTION PERMITS SJRWMD 40C-42 STORMWATER PERMIT PETER W. JONES ARCHITECT AND ASSOCIATES 2909 CARDINAL DRIVE WATER _AIiD_-SEWER VERO BEACH, FL 32963 (407) 234-3334 WATER IS AVAILABLE FROM EXISTING h 16" Y PVC WATERMAIN LOCATED ON NORTHSIDE OF SOUTH EASY STREET. LEGAL DESCRIPTION SEWER IS AVAILABLE FROM EXISTING GRAVITY SEWER RUNNING DOWN THE TRACT L, SEBASTIAN HIGHLANDS, UNIT 17, AS RECORDED IN PLAT BOOK 8, CENTER OF SOUTH EAST STREET. PAGE 46, 46A THROUGH 46-P, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. ZONING LAND__LISE COR ( 12 LJHT-, /AEG E) COMMERCIAL OFFICE AND RESIDENTIAL SETBACKS FRONT - 25 FEET SIDE - 15 FEET REAR = 20 FEET MAX. BLDG HGT. = 35 FEET r2 4,,-ris Hcsir- 4T FLOOD -ZQIiE THE SITE IS LOCATED WITHIN FLOOD ZONE "V PER F.I.R.M. MAP PANEL #12061C0079 F DATED JULY 2,1992. 23�Ai E7CIci�1!`'G, ���T- ELEV,r�1--,orjS IE, ��..-23 --'' xisj,ry� c�rlj-�-12 ELEvn�-Ic�rjS PG -SE C71 Go r-1 f 2ld 2 f� L EVA t�-_ `X1o�cs�p ASFr4A.LF PavE"E:rij-- �. f(2cnp�S� p ISPt1GE2 Gor{G2IS � �V-E7A •W'PP Ems, f'oLE f'VE-24E�I-p ELE,= FpI,- •LP E��s�,r•-I� Ll�++r �dLE �'v�nr► �2o��SE[� �2a, r-I o.G� FLor..J ,o2(Loe,.) S Ex1Errr`i� r112E r2Vo- ( I ►/ f�X I sp 1-1 �f�=Er-I,sr r�i C.s Ss-J >%r J �A L,r E- t C„ Har�r�,�a-� G�S,�,rlo-Mori �e�rrriG Sy.laL E c�(z �� r'�-f-i Ex�21�2 L,�,Ir �oL� iris/. EL. = 15 331 � y PHASE I cr I 5 W ft0 0 5 I KK I a V1 K31- L D �IIt 91 P'f`t a 91 w F _ umpN. THOPb OMCAF 204�xn,µ"ff.,.a,> rP�l S LIM"f Pam-' MA'Ly , Z 11{ ' F J' N Sr L f> a I Exlsrrh� SoNrT�2r i E ►,•1 e r2 P-1,6H H- L F �R i for - of �` 1.. = 2z.3Lj 25. o11--' i 4 = N �2ppo5e D Ga,i. ELF C t'1) _ cy5r 42jny �.2 SITE AREA = 29,040 SF = 0.67 ACRES = 100% BLDG AREA - 5,482 SF CONCRETE WALKS, PADS = 667 SF ASPHALT AREA = 5,526 SF TOTAL IMPERVIOUS AREA = 11,675 SF _ 40.2% TOTAL OPEN SPACE AREA = 17,365 SF = 59.8% PHASE II SITE AREA - 29,040 SF = 0.67 ACRES = 100% BLDG AREA - 5,482 SF CONCRETE WALKS, PADS = 667 SF ASPHALT AREA = 5,526 SF TOTAL IMPERVIOUS AREA = 11,675 SF = 40.2% TOTAL OPEN SPACE AREA = 17,365 SF = 59.8% PHASE I I I SITE AREA - 29,040 SF = 0.67 ACRES = 100% BLDG AREA - 5,482 SF CONCRETE WALKS, PADS = 667 SF ASPHALT AREA = 5,526 SF TOTAL IMPERVIOUS AREA = 11,675 SF = 40.2% TOTAL OPEN SPACE AREA = 17,365 SF = 59.8% PHASE _IV SITE AREA = 17,576 SF = 0:40 ACRES = 100% BLDG AREA = 2,822 SF CONCRETE WALKS, PADS = 100 SF ASPHALT AREA - 4,014 SF TOTAL IMPERVIOUS AREA = 6,936 SF = 39.5% TOTAL OPEN SPACE AREA = 10,640 SF = 60.5% TOTAL'�PHASE I_T __PHASE IVY OVERALL SITE AREA = 104,696 SF = 2.40 ACRES = 100% BLDG AREA = 19,268 SF CONCRETE WALKS, PADS = 2,101 SF ASPHALT AREA = 20,592 SF TOTAL IMPERVIOUS AREA = 41,961 SF = 40% TOTAL OPEN SPACE AREA - 62,735 SF = 60% L A r A pz rE- 1. TREES ALONG S. EASY STREET 1 TREE/35' (350') = 10 TREES 2. TREES ALONG EAST PROPERTY LINE I TREE/35' (125') = 4 TREES ��� 3. TREES ALONG SOUTH PROPERTY LINE 1 TREE/5o' (417') = -1 TREES 4. TREES ALONG WEST PROPERTY LINE 1 TREE/ So ' (45 ') = I TREES 5. INTERIOR LANDSCAPE AREA TREES 56 SPACES (10 SF%SPACE) (1 TREE/100 SF) = 6 TREES 6. NON VEHICULAR OPEN SPACE 1 TREE/4000 SF(62,735 SF) - 16 TREES 7. TOTALS TOTAL TREES REQUIRED = ,J<, TREES TOTAL TREES PROVIDED = its TREES 1. ALL PI.AN"I' MATERIALS SHALL CONFORM, TO STANDARDS FOR ' FLORIDA NO. I OR BETTER AS STATED IN "GRADES AND STANDARDS FOR NURSERY PLANTS". 2. ALL LANDSCAPING SHALL COMPLY WITH CITY OF SEBASTIAN'S LANDSCAPING AND TREE ORDINANCES. 3. ALL LANDSCAPING SHALL BE IRRIGATED BY UNDERGROUND IRRIGATION SYSTEM. 4 CABBAGE PALM SHALL HAVE A 6' CLEAR TRUNK AND OAKS SHALL BE T IN HEIGHT WITH Y CLEAR. TRUNK. n, 5. LKFUSTRUM HEDGE SHALL BE MU41MUM OF 3a'IN HEIGHT AT TIME OF PLANTING AND SHALL, BE PLANIT_I) AT M" O.C. MAX. C9 SEE 0EFT` G 2 -2 6-ri0 G-�j fc jE L drir�Scn�a,I-{[ i 1 48 HOURS BEFORE DIGGING CALL TOLL FREE 1w800,4324770 U.N.C.L.F_. UNDERGROUND UTIL17IES NOTIFICATION CENTER A06 14 RANDALL LEE MOSBY,, FL PE # 22326 r I V I Yl AV 1 + ' qr - rolflJI MAN cf, WRIT V V i co�rcJ�� J d t! 61 sr;- - _ - O W w Z z x �? 3 u W w w I < a o u a fj z u W o Q W N w D. 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(SEE PE PA-, L� \ IHv = 19.a� AFT s aLl� (u r rHL-- W/ �1lrr7 TT�- I CL r`j .god i. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1400,432=4770 U. N. C. L. E. UNDERGROUND UTILITIES NOTIFICATION CENTER AUG RANDALL LEE MOSBY, FL P.E. # 22326 o N Li � J p a ° n W w O z z Y w z 3 U w m N w F- Q 0 0 mO U 0 0 (i Z U) W O F- ro N W W ® W � U Z � O om W Q O O =J0) U)LL to � ;7— Qa 0 Q rn Lr) W Z RI m 0 O N Z U 0 w W U) O iinAul D U ' o► tp d d � U SHEET C-2 2 CFAl 202. b Ir-tsraLl_ 2"x1&f( T-Af Cir-FG �ldL'VE Ar-fr-_7Lb6,/F ExIsPNG r{�.. Ali JA.cK .ar-I� (�t2� 2' SEr2./I Urt0F (2 H E�ts�( 5r►2,1 �2 sE0 2— L.jATF 2 `76 rz,/ IGE L-J'e-rr---c M Err-, fL (Trr1 i ul z J 2 Ex" "r-f �-� Imo+"+ r--./L E-,CI SrIH C Gar E V4,L�e_ M n." N f;I rz-E P-(rV.3.tT A. LaH�c2 �io�++ EaS� �I-rCt:Er i `J i �o lt,J t1 SS SS f�vrcr t=xlSrrHG 2A ' �JIPlt F,N2 x ice` 2,11 Imo' 2' c� OF 19 8 S f%vrZKlri<- IVEI,Jd� 2.M oT6(L t rt�r#AG M�r-i� (LE r"rZ ,dc_ r �rAeQr. "1466L Z; P SLco r'E / P Lar{ (sE-16 n?rA.,L-) W wEE L sToe T-I C'H 0 � r � �A. crl• C,r�S L,ram (VA21 ES 23.o To 23.5 s1 `�6EC7 MLJLcr4 &i-+ rm2rIL,z.j r3cj-Trn-f ,,riLf I"Marad E.,eI5 H(, GZC �r r�2T� SoLir+-4 r2r&VERTi HTs -,EEO, r-J JL,5�4! or rL� ff,2rlLiZf r rrG►'1 c�tiL� Ex I S I r}G H�0�4nL- GoTE 19z I .QEms" P rt� 2 r<'oP S��LL�Ja i srlr-ie=, G-- Lv� / EMI �-T Hc{ n cf-P o�IT ExfST�r'i� Ss�rjiT MA.HH,--LFL ro(� FL. - 22.34i S.Ihv EL x �sT� rye ��aN jc�2 � �E t.J 2 I"lar- It-FoLE �dt� EL. - 22.2 Io. 14l G.1. I-1 •�. E L- q.4 11' �i. ZTLJ F2�-> o1.Lr f-z- L . 1 1 I zl IsT"I�y c= ! 39"� S3E, c.t-I. f? T( L L. _ n>= a (4 E►r�,T� :-L . = 24 ' 48 HOURS BEFORE DIGGING CALL TOLL FREE ljP8004324770 U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER RANDALL LEE MOSUY, FL P.E. # 22326 z U) W w 1K<1 CO I M I st 1 in N � N 0 Z 0 W Z 0 Z 3: 0 W Y U W W -i m 0 to W 0 Q m 0 W I U h- d 0 Q U 0 U Z _1 u W o QW N W Ih r� W U ®z W U) W Q ® O VJ (7 LL CD Z Q� m Q N m Lj Z m Z o N 0 d rr W rm U) 0 1 0 SHEET 0 F A+ 3-7 C, 1/ P.B. OR P.E LOCKING SERVICE LATERAL CURB STOPS METER*SHOWN) (METE1• P B OR P E ZSERVICE -'LATERAL W C3BRASS COMPRESSIO n. 12,WYE BRANCH - BRASS LOCKIN STOP (FORD OR MULLER) IN LINE DUAL WITH INTEGRAL VIEW METER COUPLING PLAN b I CHECK BY e-'T"r -- �F CENTER OPENING OVER METERS) V MIN, -- -- CUSTOMERS METER rSEE PIPING BOX a z (BY OTHERS) NOTE a NO. 3) cu . m • 4' MIN. GRAVEL ` • , ' .• : 0 • ' •• OR CRUSHED ROCK • , •' CROSS SECTION NOTES, a W > 0 U 1. METERS OVER 2' MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR. 2. ALL METERS 2' AND SMALLER WILL BE SUPPLIED AND INSTALLED BY e,T T `f ss0ST1`-H 3. MINIMUM SIZE OF METER BOXES, V SERVICE (12' X 20')! 1-1/2' AND 2' SERVICE (17' X 28'). 4. 5/8' -3/4' METERS SHALL BE HERSEY TURBINE, MASTER METER, OR BADGER DISC METER WITH 5/8' RUBBER METER WASHERS. 5. 1' - 2' METERS SHALL BE HERSEY TURBINE, PROPERTY LINE P.B. GOOSENECK 3' METERS SHALL BE LONG (MIN.) OR SWING LOCATED IMMEDIATELY JOINT OR APPROVED INSIDE THE RIGHT-OF-WAY EQUAL BY T"r LOCKING UNLESS OTHERWISE DIRECTED BY GTj T CURB STOP -- ""ISesT1Ili I APPROVED METER BOX OR 22" -0' ROA WAY 2'-0° CORP. FINISH GRADE ; STOP o X W U 12, -J ------`--------- ---- -- -- IN LINE DUAL _ LONG SERVICE CHECK BY SHORT METERS ' -- STAINLESS STEEL SERVICE (SEE NOTE 6) DOUBLE STRAP SERVICE SADDLE FITTINGS WATER MAIN AS REQ'D, NOTES, I. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18' CENTERS (MIN.), 2, S14ORT SERVICES REQUIRE 18' MIN. COVERT LONG SERVICES REQUIRE 24' MINIMUM COVER. 3. SERVICE PIPE SHALL BE SAME SIZE AS THE WATER METER USED, MINIMUM SERVICE SIZE NOT LESS THAN 1', DUAL SERVICES SHALL BE A MINIMUM 1-112' AND TRIPLE SERVICES SHALL BE A MINIMUM 2'. QUADRUPLE SERVICES SHALL BE AS APPROVED BY e--,T•( -•I= s>•sr�� 4. 1' & 1-1/2' LONG SERVICES REQUIRE A 2' MIN. I.D. CASING PIPE. 2' LONG SERVICES REQUIRE A 3' MIN. I.D. CASING PIPE, CASING PIPE SHALL BE SCH 40 P.V.C. 51 METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BY HERSEY OR EQUAL AND SUPPLIED BY APPLICANT. METERS 2 INCHES AND SMALLER SHALL BE SUPPLIED BY GII-T -F �>br•S,a.c�� 61 PIN LOCKS 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 <­ ='>•y. PURCHASE - OF PIN LOCKS SHALL BE MADE BY THE DEVELOPER/CONTRACTOR WITH DELIVERY TO FOR INSTALLATION. 7 CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED. i T-f_= (2 c F_ m e t3 0 4. 8"MIN. z C.I. VALVE BOX : AND LID 40 N O t Q ,- P.V.C. CAP AT TERMINUS - M TRAFFIC AREA rt OF RISER PIPE COVER MARKED"S" MATCH EXIST. SURFACE 4 ROD. --- CONCRETE ALL AROUND. 1 o' ONE CUBIC YARD OF CONCRETE ENCASEMENT. KEEP CLEAR ' FROM HORIZONTAL PIPE. 4"'-450 P.V.C. ELBOW * • O a 'S ..t 6 "X 4".45° P.V.C. WYE t L---6" P.V.C. MIN EXISTING TRENCH WIDTH 'V' + 4' MIN, BASE SURFACE RESTORATION MECHANICALLY LAIN, SAV EXISTING'PAVENENT Ir REPLACEMENT SEE NOTE 67 6' MAX. LAYERS OTHER APPROVED METHOD TO ACHIEVE "7.. COMPACTION 4' MAX. _ LAYERS 3/40 DIA. BEDDING ROCK OR PEA ROCK WHERE CONDITIONS REQUIRE LIMERUCK BASE IN 3 LIFTS AT 99% 0 r•t OMAX, VATER LEVEL ALLOWABLE DURING CONS TRUC T I EMI UNDISTURBED SOIL IV* NUTESr I. WHERE SOIL CUNDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING VILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SMALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN. 14K,) 4. COWACTIQI PERCENTAGES SHOWN REFER TO AASH.TA, T-180. 3, ALL ROADWAY RESTORATION SHALL COMPLY VITH INDIAN RIVER COUNTY PUBLIC VURKS / F.D•O•T, STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH VIDTH 'V' . PIPE ELD. PLUS 2'-0'. 8. E' VIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN, TAPE TO BE MARKED- 'CAUTION, VATER LINE BELOW' OR 'CAUTIEN FORCE MAIN KLOV'. 112 C- c--Ff r 12" [PIPE l2' O,D. TRENCH WIDTH FPS c Pw..vI- c> ,4 R E A-S FIELD FMA SEE MAMHOLS ITT-`uonuurt ocTAw F,FE INVERT ® SEE MIS ® , 0►ENIN6 e It LIE TA LL. ' flOrF E•' !%FT. 1•N0.1 S - ornrELs . ;i a iTANOAlID LO N I r a t-• ItApus EL�OIM b" MIN �!L:•;. ,;.a �:.:. (TYR) FILL CCWI (TE DROP FOOT04 TO BE EXTEK" AND FACTOIIY FOAMED, ELEVATION SECTION B-B TO BE USED WHERE DROP IS 2` OR MORE NOTES: 1. S o L. V g N T T" I N T5 `i r{A L L i- r e€ d s E!%' rc 2 pfzO p r:7, CE- ��� V 12a rl ari o P WATER SERVICES POLYETHYLENE TUBING SCOPE This section covers polyethylene pipe and fittings for water services. POLYETHYLENE TUBING 2 INCHES IN DIAMETER AND SMALLER A. Polyethylene tubing shall comply with applicable requirements for PE-3408 extrusion compound polyethylene plastic material as stated in AWWA C-901- 88, or latest revision, and shall comply with the following: B. Tubing shall have a working pressure of 200 psi at 73.40 F. C. Tubing surfaces shall be glass smooth, and shall be free from bumps and irregularities. Materials must be completely homogeneous and uniform in appearance. D. Tubing dimensions and tolerances shall correspond with the values listed in ASTM D-2239, with a standard dimension ratio (SDR) of 9. E. Tubing shall be fully labeled with brand name and manufacturer, NSF seal, size, type of plastic material, and ASTM designation with which the tubing complies. JOINTS A. Joints for polyethylene tubing shall be of the compression type, utilizing a totally confined grip seal and coupling nut. Stainless steel tube stiffener insert shall also be used for P.E. tubing services. B. Other type joints may be considered for specific installations upon submission of specifications and approval by INSTALLATION A. Backfill shall be free of rocks and debris. B. Banding radius shall be large enough so that tubing is not crimped or damaged, and so that the flow of water is not restricted. q T`tE 4-1 itl -'ilG 41P-etc P���1Lt2e� Few cila giaC3 C e:,k t A•C TCb w - I?, I, � Fit •�i't� Tp `tV 7o t' 1-fin r� TO T-1F.z'J Lam' Celt �R�" IC x �' U"�► L.L� .5 I t�'•�- T-lft:7�- rzE E_ HT - AL r f a T'E SANITARY SEWERS POLYVINYL CHLORIDE PIPE SCOPE This section covers polyvinyl chloride pipe and fittings for sanitary sewers. GENERAL A. Polyvinyl chloride (P.V.C.) pipe shall be allowed for use as gravity sewer pipe where compatible with the specific conditions of the project. The use of material other than polyvinyl chloride may be required by a s• field personnel, if it is determined that polyvinyl chloride pipe is unsuitable for the particular application. B. Polyvinyl chloride (P.V.C.) gravity sewer pipe can be used up to a depth of sixteen feet as specified herein. Ductile iron pipe shall be used for depths greater than 16 feet, except where other material is specifically specified and approved by the c.+T- e r SeeIA6rL&iUtilities Department. GRAVITY SEWER PIPE AND FITTINGS A. Gravity sewer lines and laterals shall be extra strength polyvinyl chloride pipe and shall conform to the latest ASTM Designation D 3034-SDR 35. B• Fittings installed in polyvinyl chloride pipe shall conform to the same specifications as the pipe in which they are installed. C. In addition to the requirements of ASTM specifications, the pipe shall not be out -of -round or crooked in alignment as determined by the Engineer. Any length of pipe 6 inches or greater in diameter whose inside diameters measured at right angles to each other vary more than 1/4 inch may be rejected. D. Polyvinyl chloride pipe shall be a maximum of 20 feet in length and furnished by JM, or .-:.-.Tr ,F 5Cgc5r°...I Utilities Department approved equal. E. Material shall meet or exceed the requirements of ASTM Designation 1784, Type 1, Grade 1 (12454-B). All P.V.C. materials shall be stored in accordance with the manufacturer's specifications (not in direct sunlight). P.V.C. pipe and fittings which show signs of ultraviolet degradation is considered substandard and unfit for use, and will be rejected by T}+EcrtT of 56#5^sj1-r-4 Utilities Department. F. All wyes, fittings, laterals, and manhole couplings shall be manufactured by JM, or approved equal. Adaptors shall be compatible to the approved pipe and appurtenances. All joints shall be rubber gasketed. G. The pipe shall he green in color. PIPE JOINT SEALS A. Joint seals in polyvinyl chloride pipe and fittings shall comply with ASTM Designation D3212. B. The joint shall remain sealed by its own compression and adhesives shall not be necessary to weld or fuse the gaskets together. C. The compressive stress which is developed in the gasket material shall be as high as is permitted by the strength of the bell in ring tension, with due regard to factor of safety, and this stress shall be at its maximum value when the joint is completely assembled. RETROFITTING SEWER LATERALS Gravity sewer systems shall be designed such that laterals are provided to serve all units and lots. In cases where sewer laterals must be added to a gravity sewer main, connections shall be made using a saddle or by installing a sewer service wye branch and a sleeve -type adaptor, whichever is specified by Go.S.0 G>. for the particular application. Adaptors shall be by Fernco or approved equal. Saddles shall be as approved by +.0 10WA MA r L A-r-f "2 e Ge_- r- T"�'1 1 ErI�lNEE2 `514.&LL IrtSf2 xCr L�LS l�rFcZ . of �2I _ Ie_- L5>AX' K F r L Li I-+ ,-- _ T FOUR - d 3 DOWELS (1' - 6" ) 9- '• : " i CONTINOUS LOOP OF 03 : •�,. • ` REINFORCING STEEL d 2 REQUIRED =' :ON: RE-r LOLLAR621 1-�►e� i'�z- Cr-IA j-m.• aa-p r jor� 1c1cy -19L1Rf5a..clli-- aT'.z, ..s,rr- PLA rH IdopL R^4-1r Fa r-f rs " ,2 �7" tiLLJ �,ct Ps�MrsG !t R� �4ro -4, r'd �L. r%vg P..Raclry �. cw1�,�.�� ^rt �r.l♦ L C31 ei�y� nor-l•'e. �.ryt� ritJr->idlLc'fa HAt"iIcA ri AD Sa+ G S F_ r] ff; 12A%-- r] e-->Tr45> ti'Q-E COST OF COLLAR 5_-"_L BE :JCL ''I �•.� �"'-'� - 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF O / 4::� Q I Q �� THE ENGINEER BEFORE COMMENCING WORK. C� L CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING t-I 1 WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS `4 ®,,W6,L, IN ADVANCE FOR CONSTRUCTION OPERATIONS. 2- 2LWcaU11Zr C:�> 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF SEBASTIAN, FLORIDA. 7. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY JAMES A. FOWLER, DATED 8/22/94. ALL ELEVATIONS ARE ASSUMED PER BENCHMARK REFERENCED ON THIS I! SURVEY. t+4 _ v 8. REFER TO SOILS REPORT PREPARED BY KSM ENGINEERING AND TESTING, INC. DATED 4/19/94 FOR EXISTING SOIL CONDITIONS. 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND BASE. TESTS SHALL BE PREPARED PER ASHTO T-180 METHOD. 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. i= F z o rI i- In L vd r t c� r� r', E� j► o r i 11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. G d � G � ���" H e-r-- L � ��� 12 CONCRETE PAVEMENT ALTERNATE SHALL BE PROVIDED WITH CONTRACTION JOINTS r1� (20' MAXIMUM SPACING) WITH 1-1/2" DEPTH. 13. CONCRETE PAVEMENT ALTERNATE SHALL BE PROVIDED WITH A PIGMENTED LIQUID MEMBRANE. CURING COMPOUND CONFORMING TO THE REQUIREMENTS OF ASTM DESIGNATION (309). �11 14. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. AS ►+ar Cor(c c STANDARDS. /p(.0+J 15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", DATED 1994. i,.•:._.,•-tom- =i }6. ALL PARKING SPACE MARKINGS, WITH THE EXCEPTION OF HANDICAPPED PARKING m A � 4•�•tT SPACES, SHALL BE WHITE REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH W < 0 Z 0 U) > W 1-1 M I m I 41 in v� 0 w Z � _ V) W 0 -� Z 3 < IX 0 J q 0 W Y U W I 0 J - d w I- < 0 T_ W -a < U w U Z U) W 0 J ,.� W z W N U O W w a 0 u z� w _J D W to in U o < a W p Z Z O tt N M 00 < w m I� 6`)I.4 vJ W r THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.0.T.) STANDARD () SPECIFICATIONS FOR THE ROAD AND BRIDGE CONSTRUCTION, 1994, SECTION 710. vr, W C�" {.1►�1�GGI K N 17. ALL HANDICAP PARKING SPACES SHALL BE SIGNED AND MARKED IN ACCORDANCE 4O45LALIb p / G WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NO. 17346, �tl yTb61UZE,� �U►3-l�E / µtu 18. EROSION AND SEDIMENTATION CONTROL TECHNIQUES SHALL BE INCORPORATED DURING CONSTRUCTION AS FOLLOWS: (1) SILT SCREENS SHALL BE MAINTAINED AT Itt t� �I �' D�� /� THE PROJECT PERIMETER. (2) NO OFF -SITE DISCHARGES SHALL OCCUR DURING Y.-i 1r-- Q' 4 G V- E /WaI CONSTRUCTION. IN THE EVENT DISCHARGE IS REQUIRED, HAY BALES AND/OR TURBIDITY CURTAINS SHALL BE INCORPORATED AT THE DISCHARGE POINT AS 1-4 NECESSARY TO CONTROL TURBIDITY. u" arQ GfG•,,, � Y` W.W.F. - ' wo P s. t rype r EriE¢G�j'` Crameete ftr F.0.0.7 !�+s-s,P"Fo¢"S � 3'F,ecificot�orts SECTION 1-1 fbvrn9 Vorees For Erevotror�('s�e Bite e?`00 Sht r- I -- 1 SECTION 2-2 G ©r� c R f- T-E- F L4 J ME T_ �. RV V � l�l d 48 HOURS BEFORE QIUGING CALL TOLL FREE 1400432477C U.N.C.L.E. UNDERGROUND UTILITIES NOTIFICATION CENTER SHEET /� G-I A 1 r 194 OF .4t RANDALL LEE MOSBY, FL Pik # 22326 t�