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HomeMy WebLinkAbout1998 Barber St Trade Center S/D Preliminary Plat (Box 8 #13)>.xh"i - Am, ..l 1!51 ,r w; lkvdl E .t .. .r..viaYW ME"I'v4w { r, .J.. r ti 1. COVER SHEET, GENERAL DATA, LOCATION SKETCH. 2. PRELIMINARY PLAT 3. EXISTING SITE CONDITIONS 4. SITE IMPROVEMENT PLAN 5. PAVING, GRADING, DRAINAGE DETAILS & SPECIFICATIONS 6. PLAN / PROFILE; ENTRANCE ROAD, WATER, SEWER, DRAINAGE 7-9. I.R.C. UTILITY STANDARD DETAILS & SPECIFICATIONS SHEETS 6-9 NOT INCLUDED FOR PLANNING SUBMITTALS, FOR PERMITTING ONLY — ATTACHED: BOUNDARY SURVEY GENERAL DATA OWNER HILUAM SCHULKE GLORIA SCHULKE JOSEPH SCHULKE P.O. BOX 831 WABASSO FL 32970 -- ENGINEER / APPLICANT JOSEPH SCHULKE P.O. BOX 178 WABASSO FL 32970 (561) 231 2533 SURVEYOR HAYHURST LAND SURVEYING 1122 OLD DIXIE HIGHYWAY VERO BEACH. FL. 32962 (407) 569 — 66W PROPOSED USE 4 LOT INDUSTRIAL / COMMERCIAL S/D TAX I.D. NUMBER 20-31-39-00000-7000-00003.E ZONING INDUSTRIAL mob" r �� `,� JOSEM - --SC] i i P 1' To t.."g INDIAN RIVER COUNTY FND CAP(4094) I LAND USE : C/I (COMMERCIAL,INOUSTRIAL� \ \ ZONING: CH (HEAVY COMMERCIAL) FND CAP(4094) \ \ 0.61, So. SET SET \ 0.96' So. . r - } 0.53, W. MON. S89'19'28"E 108.01' MON. 0.51' E. \ \ INDIAN RIVER COUNTY i \ i cn CITY OF SEBASTIAN r- DRAINAGE \ EASEMENT i I I � / x ..$ypG�yrGll• � \ \ \ 1it- i � � �'' pNO \ \ 'zit + \\\ \ I I \ \ { w I \ \ I it I ?o I I \ \ \ it it it ' I \ i 9\ \ I I I II; \ \ I I { I0 I \ ; Lj 0 LOT 3\ `\ Z 2.00 AC. \ \ I tot a 4N n \ Ci UNDEVELOPED Lot LAND USE : CG (COMMERCIAL, GENERAL) ZONING: CG (GENERAL COMMERCIAL) I I Itj it - --�—} REQUIRED SCREENING \ I , UPON INDIVIDUAL LOT I I , I DEVELOPMENT. \ 90% OPAQUE, 5 FT. HIGH \ \ \ i------- ( AND TREE /35LF \ \\ O \ II I \ <J01. I i \- / ��y8� \ \ �I I \ LOT 2 \ \ o I I v'/ p,� 0.39 AC. \ \ ✓ o. i ' \ �i DRAINAGE �✓ ���1JZ \�� x i x \ \ p i i EASEMENTit a I x R = 121.44' I A SET 2a SET PCP I al m i i PCP I�� o �ybk �� SET I� z I II PStiep�x - _. PCP \\ \8'0 \ \ \ z i i D 9 f � i R 25.00' \ LOT 1 ° ' N � i__ 0.78 A,C - x it i I I \ \ \ \�\ 1 00 it 911 I I a I I� \ \ I I I \ m !� IJ L = 25.02'it ° L 0 T 4 25'x8' LANDSCAPE EASEMENT FOR POA SET / P G�� 1.30 AC. AND SIGN EASEMENT \ / /� F AFOR ND LOTS SUBDIVISION& \ / PCP ON! tigG� 0� `10) _b i tiAS,05FLUO \ \\ \ i N89'14'29"E, IN 0 — 64*13'31" R — 400.00' \ I � I DRAINAGE EASEMENT w r - 448.38' ( I I I r I 7 10' EASEMENT AS RECORDED IN O.R.BK.1084,1663 I / (PLUS/MINUS LOCATION DUE TO P.O.C.) it —90'EASEMENT AS RECORDED + IN O.R.BK. 836,PG.1237 it UNDEVELOPED I LAND USE IND (INDUSTRIAL) / ZONING: IN (LIMITED INDUSTRIAL) I � DEED OF EASEMENT AS RECORDED I IN O.R.BK.754,PG.0019 j P.P. 1 I - -- - - - - - -I �X N89'18'21"W ` w m ' S00°13'13"E m I 12.33' $ET uj 0.95' NON. N oo'�s'�s•w 150.01 SET N 89'18'21`W 1,336.38' P.O.B. "+ I NON. OF THEORN.ER1/4 FND CAP (4546)-/ OF THE S.E. i/4 0.33' So. ( I N 00—"15"w 1,29&4W SET CAP(4416) FND CAP(CARTER) FND CAP(CARTER) 20 21 TwP.31S.,. SECTION COMECORNER 20E. 29 28 P'O' INDIAN RIVER COUNTY,FLORIDA _UQAL_llE_SCR TION EOIR 2ALYEYED PARCEL, COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP ,31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; NORTH 00' 33' 15" EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,298.48 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20: THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21" WEST A DISTANCE 1,336.38 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"W FOR 1,017.72 FEET; THENCE SOUTH 89' 19' 28' EAST FOR 108.01 FEET TO THE WEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 26' 01' 15" EAST FOR 650.72 FEET TO THE NORTH EASEMENT LINE OF BARBER STREET; THENCE SOUTH 64' 00' 18" WEST ALONG SAID EASEMENT TO A CURVE CONCAVE TO THE SOUTHEAST SAID CURVE HAVING A RADIUS OF 400.0FEET, CENTRAL ANGLE OF 64' 13' 31" AND A CHORD HEARING OF SOUTH 31'53'32* WEST, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CEN H.RHNE CURVE, A DISTANCE OF 448.38 FEET. THENCE SOUTH 00' IS 13" EAST FOR 0.95 FEET; THENCE LEAVING SAID EASEMENT LINE NORTH 89' 18' 21" WEST FOR 12.33 FEET 10 THE PLACE AND POINT OF BEGINNING. ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 4.47 ACRES PLUS OR MINUS North 0' 2 5' 5 0' 100, 200' GENERAL ZONING DISTRICT CRITERIA LAND USE: IND (INDIISTF'.IAL) PROJECT NAME: ZONING: IN (LIMITED INDUSTRIAL) BARBER STREET TRADE CENTER S/D GROSS AREA: 4.47 AC. +- SITE DATA: DEVELOPED AREA: 4A7 AC. +- TAX I.D. NUMBER . 20-31-39-00000-7000-OD003.6 OWNER: WILLIAM SCHULKE PROPOSED USE: GLORIA SCHULKE INDUSTRIAL:/ COMMERCIAL SUBDIVISION JOSEPH SCHULKE NO. LOTS: 4 P.O. BOX 831 LOT AREAS: WABASSO FL. 32970 LOT 1:0.78 AC. NO OTHER PERSONS / ENTITIES HAVE A LEGAL LOT 2A.AC. LOT 3'1.00 AC. EQUITABLE OR BENEFICIAL INTEREST. LOT 49.30 AC. ENGINEER: ESTIMATED IMPERVIOUS AREA: 3.04 AC. 68% ( ) JOSEPH SCHULKE ZONING: DISTRICT REGULATIONS: (20A-3.14) P.O. BOX 176 MIN. LOT SIZE: 15,000 SF WABASSO FL. 32970 MIN. LOT WIDTH: 100 FT. (561) 231 2533 MIN. LOT DEPTH: 125 FT MAX. BLDG, HGT: 35 FT, SURVEYOR: MIN. BLDG. SETBACKS: HAYHURST LAND SURVEYING INC. FRONT - 20 FT, WILLIAM NAYHURST FT. 0 - INTERIOR SIDE (INTERIOR) 1122 OLD DIXIE HWY SUITE 2-B REAR - 10 FT. VERO BEACH FL. 32960 SETBACK FROM RESIDENTIAL DISTRICT: 30 FT. (561) 569 6680 MAX. BLDG. COVERAGE: 50% MIN. GREEN AREA: 20% PROPOSED DEDICATIONS PRIVATE ROAD ACCESS EASEMENT: TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION, MAINTENANCE & USE AS A PRIVATE ACCESS ROAD TO THE PROPERTIES, FOR THE PROPERTY OWNERS AND THEIR GUESTS, PATRONS, AND INVITEES; AND FOR PUBLIC SERVICES AND EMERGENCY SERVICES TO ACCESS THE PROPERTIES; AND TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION OF STORMWATER MANAGEMENT FACILITIES; AND TO ALL PUBLIC UTILITY PROVIDERS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THEIR RESPECTIVE UTIU11ES TO SERVE THE S/D, SO AS LONG AS THE UTIUTIES DO NOT INTERFERE WITH THE OPERATION AND USE OF THE ACCESS AND STORMWATER MANAGEMENT FACILITIES DRAINAGE EASEMENTS: TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION, OPERATION A14D MAINTENANCE OF A PRIVATE CENTRALIZED STORMWATER MANAGEMENT SYSTEM AND LANDSCAPING / FENCING; AND TO THE CITY OF SEBASTIAN FOR THE RIGHT, BUT NOT THE OBLIGATION, TO PERFORM MAINTENANCE. •JTIUTY EASEMENTS. TO ALL PUBLIC UTILITY PROVIDERS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THEIR RESPECTIVE UTILITIES TO SERVE THE S/D, SO AS LONG AS THE UTILITIES DO NOT INTERFERE WITH THE OPERATION AND USE OF THE ACCESS AND STORMWATER MANAGEMENT FACILITIES. TO THE PROPERTY OWNERS ASSOCIATION FOR LANDSCAPING / FENCING. UTILITIES WATER: INDIAN RIVER COUNTY UTILITY SEWER: INDIAN RIVER COUNTY UTILITY ELECTRIC: FLORIDA POWER AND LIGHT TELEPHONE: BELL SOUTH EXISTING SITE DATA PREVIOUS DEVELOPMENT: THE PROPERTY WAS PREVIOUSLY THE SITE OF A PRIVATE WASTEWATER TREATMENT PLANT. CEASED OPERATION IN LATE 1980'S. FLOOD ZONE: 'X' FIRM MAP NO. 12061CD079 F, JULY 2,1992. TOPOGRAPHY: NEARLY LEVEL, EL. 20.5 FT. TO 18.5 FT. SLOPING N, NW TO S, SE. VEGETATION: PRIMARILY GRASS/ WEEDS. SEVERAL OAKS, PINES AND PALMS ON -SITE. SOILS: PER SCS SOIL SURVEY OF INDIAN RIVER COUNTY, SITE APPEARS TO LIE WITHIN SOIL CLASSIFICATION 'IMMOKALEE AND MYAKKA', HSG B/D. SITE APPEARS TO HAVE TAN SAND FILL FROM PREVIOUS DEVELOPMENT. WATER TABLE: ESTIMATED TO BE 2 FT TO 4 FT. BELOW GRADE ARTERIAL / COLLECTOR ACCESS SKETCH v 1 11/14/97 ADD / REVISE EASEMENTS REVISION DATE DESCRIPTION DESIGNED J,W.S. JWs— DATE I BY 10/97 DRAWN JOB NO. J.W.S.. SCALE CHECKED 1" =50' E N TE SID B= , An I:fS:_5)TREET TRADE L-`,; fff-fD ff__R__�ELh`RlA#NAuRY FLAT CONSULTING ENGINEER - FL, REG. NO, 47040 TELEPHONE (561) 231-r533 /- 589-0793 P.O, BOX 176 WABA`:.�111 FI_, 32970 WINiiWI�v-TIR P. PLAT: PLAT, LOR N€ DRAWING NO. SHEET 2 0F 5 PH 0 21.60 INDIAN RIVER COUNTY ,A FND CAP(4094) I ND USE : CA (COMMERCIALJNDUSTRIAL) \ \ ZONING: CH (HEAVY COMMERCIA8 21.90 \ FND CAP(4094) \ 0.61, So. 0.96, So. 0.53' W. S89'19'28"E108.01' 0.51' E. \ \ \ INDIAN RIVER COUNTY -02b0 20.80 r- - - - - P.P O 21 70 0 \ CITY OF SEBASTiAN 20.3d \ i i VO20*40 \ \ O 9�p \ { EXISTING OAKS, MYRTLES { I I 0 21.00 1ON TOP, BANK TO REMAIN \ CLEARING \ \ \ { - - - - - - 1 I LIMITS { { I REMOVE POWER t� { POLE (FPL) \ I{I 0 IF \ \ \ { { I------- - P.P. \\ { I I REMOVE CONC. { 1 STRUCTURE ny 79.50 \ O0yy 0 20.90 \ \\ \ { REMOVE POWER \ p' { O POLE (FPL) 021.00 \ { Ii P.P. \ { ' I 019.10 � \ { i { � - 019.20 Q \\ UNDEVELOPED I P.P.: LAND USE : CG (COMMERCIAL, GENERAL) ZONING: CG (GENERAL COMMERCIAL) 19.3 �� \ '1 \ { I { 1��.40 P.P. REMOVE POWER 0 \ O 20.8 POLE (FPL) 018,80 \ { { FANCE<`\ I { { CLEARING' LIMITS 019.00 \\ O \ { I O 19.30 119.80 \ \ <�Q \ { { CLEARING Os� - \\ LIMITS 019.20 \ cd Z ol pi, � ,Tow Lo _ �- - - - P.P. r 019.40 \ \ I { � gym, { ;J';IMM \ i I { 1.1 %40VAC, ANT D \ p z { EXIST 15' \ \ \ (g z I UTILITY EASEMENT { { J�dATER METERS I 018.60 o 0 {0 19 40 " o 1 8.80 �Qye S- - -- 4. G N \ \ { �._..._.. .... ........ QUEEN PALM _r .. i .40 \ \ { I o w PINES , i I - 019.70 3 h / OAKS t._ w j �0 S { M.HS i ( i� 018.8 LIMITS / \\ 'R 5 CLEARING .� a- { ti�ry 6 ra \ 018.90 13. �1. .� \ 0. 13/20" OAK ro, 0 0 18.\ (SAVE) 60 / �Gti a O / { ( 0 19 0 ��6 / OEtA\� 1FJ / R' T E T { I { .\5/ 019.20 �� / OF 0 O OG V 0. P.P.: O 013�PAL�f (SAVE) 8" PALM (SAVE) { I 018.50 { I NIT .20 20* F - - LEARING LIMITS _ 6 4e13' 31 " R = 400.00' \ P. I I { { Ev 1h. {°6 10' EASEMENT AS RECORDED IN O.R.BK.1084,1663 { ( (PLUS/MINUS LOCATION DUE TO P.O.C.) { I1 O'EASEMENT AS RECORDED IN O.R,BK. 836,PG.1237 k I I , { I / / UNDEVELOPED { LAND USE : IND (INDUSTRIAL) { EV1 (SAVE) ZONING: IN (LIMITED INDUSTRIAL) { I I � DEED OF EASEMENT AS RECORDED IN O.R.BK.754,PG.0019 TOP S.B. Ey \ MANHOLE i I EL = 21.50' - - - y°eA �\ \� P.P. { -IX L { { N89'18'21 "W ' w m l SOO'13'1 YE m { { I 12.33' Uj 0.95' N 00'4856-W W - •. 150.01 { P . 0. B . N 88'18'21"1,336.39S.W. CORNER OF THE N.E. i/4 FND CAP (4546) OF THS.E. t/4 0.33' So. { ( N 00'33'15"W 1.298.48' SET CAP(4416) { E. FND CAP(CARTER FND CAP(CARTER) 20 21 SECTION CORNER SECTION CORNER 2.0'E. 29 28 P'0- • INDIAN RIVER COUNTY,FLORIDA REVISION DATE DESCRIPTION DESIGNED J.W.S. DATE BY 10/97 NOTE: REMOVE ALL TREES EXCEPT AS NOTED TO BE SAVED. i DRAWN JOB NO. J.W.S. SA,� =-) y`_� I' l_"_5TREET SCALE CHECKED EX§IT#Nk,�`=9_j SU TE 1" =50' EXISTING SITE DATA OWNER: WILLIAM SCHULKE GLORIA SCHULKE JOSEPH SCHULKE P.O. BOX 831 WABASSO FL. 32970 LAND USE: IND (INDUSTRIAL) ZONING: IN (LIMITED INDUSTRIAL) GROSS AREA: 4.47 AC. +- PREVIOUS DEVELOPMENT: THE PROPERTY WAS PREVIOUSLY THE SITE OF A PRIVATE WASTEWATER TREATMENT PLANT. CEASED OPERATION IN LATE 1980'S• FLOOD ZONE: 'X' FIRM MAP NO. 12061CO079 F, JULY 2,1992. TOPOGRAPHY: NEARLY LEVEL, EL. 20.5 FT. TO 18.5 FT. SLOPING N, NW TO S, SE. VEGETATION: PRIMARILY GRASS/ WEEDS. SEVERAL OAKS, PINES AND PALMS ON -SITE. SOILS: PER SCS SOIL SURVEY OF INDIAN RIVER COUNTY, SITE APPEARS TO LIE WITHIN SOIL CLASSIFICATION 'IMMOKALEE AND MYAKKA', HSG B/D SITE APPEARS TO HAVE TAN SAND FILL FROM PREVIOUS DEVELOPMENT. WATER TABLE: ESTIMATED TO BE 2 FT TO 4 FT. BELOW GRADE. NOTE: SEE BOUNDARY SURVEY BY HAYHURST LAND SURVEYORS m Jp U wa M m (La ADE CENTER SILD _ .. .. tee:... ,,., ... tee.- , ,... , -+� .. .,•� .. .. .. ; -., . - u. �.;:�? .: , a'..:,�w.� _ ;,:az > --q 1 y LEGAL DESCRIPTI❑N FOR SURVEYED PARCEL, COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; NORTH 00' 33' 15" EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,298.48 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21" WEST A DISTANCE 1,336,38 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"W FOR 1,017.72 FEET; THENCE SOUTH 89' 19' 28" EAST FOR 108,01 FEET TO THE WEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 26' 01' 15" EAST FOR 650.72 FEET TO THE NORTH EASEMENT LINE OF BARBER STREET; THENCE SOUTH 64' 00' 18" WEST ALONG SAID EASEMENT TO A CURVE CONCAVE TQ THE SOUTHEAST SAID CURVE HAVING A RADIUS OF 400.01FEET, CENTRAL ANGLE OF 6C 13' 31" AND A CHORD BEARING OF SOUTH 31'53'32" WEST, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CENiERUNE CURVE, A DISTANCE OF 448.38 FEET; THENCE SOUTH 00' 13'.13" EAST FOR 0.95 fEET; THENCE LEAVING SAID EASEMENT LINE NORTH 89' 18' 21" WEST FOR 12.33 FEET TO THE PLACE AND POINT OF BEGINNING. ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 4.47 ACRES PLUS OR MINUS North 0' 25' 50' 100, 20T 2IDA ARTERIAL / COLLECTOR ACCESS SKETCH JOSEPH` . W. UL KQCE CONSULTING ENGINEER FL REG, N[]r 47048 TELEPHONE `(561) 231 P "<3 / 589-0793 P.O, BOX 176 WABAFl, C; FL, 32970 F, Fy: 1 PA? - DRAWING NO. H SHI-ET 3 OF 5 (PP) 3 QF 9 (' -'ONST ` 4 OF 6 (LOT3! INDIAN RIVER COUNTY FND CAP(4094) I LAND USE : C/I (COMMERCIAL,INDUSTRIAL� \\ \ 0.61' So. ZONING: CH (HEAVY CCOMMERCIAL)\FND CAP(4094) 0.96' So. _ 0.53' W. S89'19'28 E 108.01' \ \\ INDIAN RIVER COUNTY ------ - - - - - - - - - - - - - - - - - - - - T O 1 _ CITY OF SEBASTIAN - - - DRAINAGE EASE "pUTFALL STRU,CIt1RE \ TOP = z0.55, \ \ �! 47X\ za'xT SLOT. \ \ INV- 19.48' SEE DETAIL SHT. 5. P \ / EXISTING OAKS, MYRTLES I I I ON TOP BANK TO REMAIN \ - - - I CLEARING \ \ \ LIMITS \ C \ I Y \ \ REMOVE POWER I i POLE (FPL) - F------ P.P. �\��c^\ \\ \ v O \\ I I REMOVE CONC. <n � I STRUCTURE y I I O - . REMOVE POWER I O POLE (FPL) \ i I I P.P. \ PF i I I REQUIRED SCREENING \ UPON INDIVIDUAL LOT DEVELOPMENT: t' UNDEVELOPED 90% OPAQUE, 5 FT. HIG. I I AND 1 TREE / 35 LF \\ \ \ ZONING: CG (GENERAL COMMERCIAL) LAND E CG (COMMERCIAL, RAL) P -REMOVE POWER q \ POLE (FPL) L O T 3 2.00 AC. \ _ - - CLEARING ���A _ -cli LIMITS �o \ \ CLEARING l °sue Q \ I \\ LIMITS Qo\ \ �I X PROP. ELECT. \ P \ I i POLE I � ci I \\ �c, I LOT 2 P z - / �\ \ CONST. F.H. 0.39 AC. O I U I % DRAINAGE as R• ASSEMBLY O w I EASEMENT \ PROP. ELECT. / _jjo I GG�ys �OPpo o.se POCHI LE w/ STREET CONST. SEWER M/H �I J o, P R\iP ZpA s TOP = 20.6' � �01 =lP INV = 15.43' W 20.75' O. NOD, MIAMILET I= I g p9 T = 2D.11' y \ 7 v \ 1•k 1�6' I = 17. i CONST. SEWER M/H M.E.S. W INm ITOP = 21.0' - INV-1 5' �12" CMP INV = 14.58' SW R STUB OUT o 1 4.63' E i �,4:. 1 '� C.O. •5' \ AND PLUG \ \ \ I� z I i P� " 15S AMP CA \ a I I WATER METERS 12' CMP 5 \ CONST. PAVED ACCfSS o ° - CONST iO3 LF 8" STUB OUT 2 ' AND PLUG \ \ 9 ROAD. SEE SECTION B L 0 T 1 \ SEWER 0 0.35% REMOVE / RESET \ LONG SLOPE-0.427 o I o POLE (FPL) Nv=ta,o \ 2 s\ CROSS SLOPE-2.0% CONST. 16' WIDE '`' �\ 0.78 AC.kp �� °Q.UEEN -PALM ; - -;- \ ACCESS \ \ \ J_ _ CONST. SEWER M/H �y \ s \ \ I C TOP = 20.75' \ RIVE \ o •sue CORE SAW b� I INV = 14.99' W 0 \ C \ INTO ATIST. p��i~ Q p I 95.04' E \\� w\\l O PINEM. v ® \ 01 q \d� 22" PIN o INV= 14.41' I O:� I ;w I 5 >t a J s \ / I \°o Cep •\�u O 3'R/5 OAKS 3o LF 18' \ j �� \ ELECTRIC UTIUTY: �' Q CLEARING CMP W/ M.E.S. O \ EX. M.�i. ( I OVERHEAD ON EXISTING POWER \ o \ \ TOP=21.24' I cP\ LIMITS \ INV=1ej \ / POLES ON WEST PROPERTY LINE, C\ l \}y O I _ ____ l AND UNDERGROUND OR OVERHEAD X. `(\pr_ INV=11;92' O, w I (AS DETERMINED BY FPL) FROM �\ \ / POLE AT NW CORNER LOT 4, EAST - I THROUGH 15' EASEMENT ALONG O . NORTH LINE OF LOT 4, TO ACCESS \� O GGta \ 6- DBL 13/20' OAK EASEMENT, TO SERVE ALL LOTS. \ Ppg (SAVE) R P 8' MEDIAN // PLANTER / (y E C.0� / CLEAN EXIST. \ \ I 122" OAK \ \ \W/ °D' CURB / '\'Jg� / CULVERT \ \ I I i (��) y ��. \\ te.e / "001� / / / TO °Or T A'pST o CONSTRUCT S/D ENTRANCE\\ `�•.0 m \\ S3 0 / / ST /p0 0 0 SIGN AND BUSINESS SIGN t I LOT 4 FOR LOTS 2 AND 3 ONLY LID1.30 AC.YEL OBL + I I za' w r. / �p4. r �O ) CONST. FILTER Q f xr Rt-t / ` \ BARRIER FOR o I STOP SIGN C �• /" / SEDIMENT CONTROL \ 0 �. ) x srRgrr slcN o� ��•/ V ` g� \ \ _ ( O PqM�(M(�s�vE 08" PALM(AIlo/ / �/ �� �• �� �� -` `\1Ct. QPG \ \ \ \ 1C,1420.85' p \ I I \\ 0/ j �GQ�O CONST. 12"XE TAPPING \ \ 5 / R SLY. W/ VALVE, TEMP. JUMPER & TEMP. SAMP. PT. \ \\ \ \\� 20'�P;NE - - - - - - - i CLEARING \(SAVE) LIMITS j \ = 64-13'31" R = 400.00' \ O 1-DRAINAGE EASEMENT L = 448.38' \ P.P. TYPE C OUTFALL STRUCTURE ` TOP = 20.55' 1 I I I I INV 24"X3' =18.6' / I SLOT, / ` I ` INV= 19.48' I I stETE SEraL /INV-S s 10' EASEMENT AS RECORDED IN O.R.BK.1084,1663 (PLUS/MINUS LOCATION DUE TO P.O.C.) O'EASEMENT AS RECORDED I / IN O.R,BK. 836,PG.1237 II / UNDEVELOPED + / LAND USE . IND (INDUSTRIAL) / ZONING: IN (LIMITED INDUSTRIAL) I I ' DEEiD OF EASEMENT AS RECORDED IN O.R.BK.754,PG.0019 ' I I ((PROJECT BENCHMARK) I TOP S.B. I MANHOLE I I EL = 21.50' �� P.P. I J N89'18'21"W m S00`13'13"E i I 12.33' vi 0.95' - - - -- - - - - - - - - - - N 00'48'58"W t50.01 IOF P. 0 • � . N 88'18'21"W 1,338.38' S.W. CORNER OF THE SE. 1/4 FND CAP (4546) I 0.33' So. N 00.3315'W SET CAP(4416) I 1.298,48 FND CAP(CARTER) FND CAP(CARTER) 20 21 SECTION CORNER 2.0'E. 29 28 P•O• INDIAN RIVER COUNTY,FLORIDA 3 3/9/98 REVISE PER IRC UTILITY DEPT. 2 1/22/98 REVISE SEWER PER IRC, REVISE STRIPING 1 11/14/97 REVISE EASEMENTS, ELECT. UTILITY NOTE REVISION DATE DESCRIPTION 1 DESIGNED DRAWN JOB NO. J.W.S. J.W.S. Jws DATE SCALE CHECKED BY 10/97 1" =50' i LEGAL DES(; lPTI©N FOR SURVEYED PARCEL, COMMENCING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 31 SOUTH, RANGE 39 EAST IN INDIAN RIVER COUNTY, FLORIDA AND RUNNING THENCE; f NORTH 00- 33' 15" EAST ALONG THE EAST LINE OF SAID SECTION 20, A DISTANCE OF 1,296.45 FEET TO THE SOUT-IWEST CORNER OF THE NORTHEAST ONE QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 20; THENCE NORTH 00' 28' 56" WEST CONTINUING ALONG THE EAST LINE OF SECTION 20 FOR 150.01 FEET; THENCE NORTH 89' 18' 21' WEST A DISTANCE 1,336.38 FEET TO THE POINT OF BEGINNING: THENCE FROM THE POINT OF BEGINNING RUN NORTH 00' 45' 31"W FOR I 1,017.72 FEET; THENCE SOUTH 89' 19' 28" EAST FOR 108.01 FEET TO THE WEST RIGHT-OF-WAY OF F.E.C. RAILROAD; THENCE SOUTH 25' 01' 15" EAST FOR 650.72 FEET TO THE NORTH EASEMENT LINE OF BARBER STREET; THENCE SOUTH 64' 00' 18" WEST ALONG SAID EASEMENT TO A CURVE CONCAVE TO THE SOUTHEAST SAID CURtyF. I HAVING A RADIUS OF 400.OFEET, CENTRAL ANGLE OF 64' 13' 31" AND A CHORD BEARING OF SOUTH 31'53'32" WEST, THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CENTERLINE CURVE, A DISTANCE OF 448,38 FEET; THENCE SOUTH DO. 13' '13" EAST FOR 0.95 Fr:F;I THENCE LEAVING SAID EASEMENT LINE NORTH 89' 18' 21" WEST FOR 12.33 FEET 11) itlE PLACE AND POINT OF BEGINNING. �{ ALL LANDS LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA. CONTAINING 4.47 ACRES PLUS OR MINUS I! I a North 0' 25' 50' 100, 200' TREET TRADE L"".:.;EN T-Ey'--i" S/0 GENERAL ZONING DISTRICT CRITERIA LAND USE: IND (INDU:aT',?IAL) PROJECT NAME: ZONING: IN (LIMITED INDUSTRIAL) BARBER STREET TRADE CENTER S/D GROSS AREA: 4.47 AC. +- DEVELOPED AREA: 4.47 AC. +- SITE DATA: TAX I.D. NUMM 20-31-39-00000-7000-00003.E OWNER: WILLIAM SCHULKE PROPOSED USE: GLORIA SCHULKE INDUSTRIAL / COMMERCIAL SUBDIVISION JOSEPH SCHULKE NO. LOTS: 4 P.Q. BOX 831 LOT AREAS: WABASSO FL. 32970 LOT 1:0.78 AC. ENTITIES HAVE A LEGAL LOT 2A.00 AC. NO OTHER PERSONS / LOT 32.AC. EQUITABLE OR BENEFICIAL INTEREST. LOT 4.1.30 AC. ENGINEER: ESTIMATED IMPERVIOUS AREA: 3.04 AC. (68%) JOSEPH SCHULKE ZONING DISTRICT REGULATIONS: (20A-3.14) P.O. BOX 176 MIN. LOT SIZE: 15.000 SF WABASSO FL, 32970 MIN. LOT WIDTH: 100 FT. (561) 231 2533 MIN. LOT DEPTH: 125 FT MAX. BLDG. HGT 33 FT. SURVEYOR: MIN. BLDG. SETBACKS: HAYHURST LAND SURVEYIING INC. FRONT - 20 FT. WILLIAM HAYHURST SIDE - 0 FT. (HOERIOR) 1122 OLD DIXIE HWY SUITE 2-B REAR - 10 FT. VERO BEACH FL. 32960 SETBACK FROM RESIDENTIAL DISTRICT: 30 FT. VERO BEACH H FL MAX. BLDG, COVERAGE: 50% MIN. GREEN AREA: 20% PROPOSED DEDICATIONS PRIVATE ROAD ACCESS EASEMENT: TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION, MAINTENANCE & USE AS A PRIVATE ACCESS ROAD TO THE PROPERTIES, FOR THE PROPERTY OWNERS AND THEIR GUESTS, PATRONS, AND INVITEES; AND FOR PUBLIC SERVICES AND EMERGENCY SERVICES TO ACCESS THE PROPERTIES; AND TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION OF STORMWATER MANAGEMENT FACILITIES; AND TO ALL PUBLIC UTILITY PROVIDERS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THEIR RESPECTIVE UTILITIES TO SERVE THE S/D, SO AS LONG AS THE UTILITIES DO NOT INTERFERE WITH THE OPERATION AND USE OF THE ACCESS AND STORMWATER MANAGEMENT FACILITIES DRAINAGE EASEMENTS: TO THE PROPERTY OWNERS ASSOCIATION FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF A PRIVATE CENTRALIZED STORMWATER MANAGEMENT SYSTEM AND LANDSCAPING / FENCING; AND TO THE CITY OF SEBASTIAN FOR THE RIGHT, BUT NOT THE OBLIGATION, TO PERFORM MAINTENANCE. UTILITY EASEMENTS: TO ALL PUBLIC UTIUTY PROVIDERS FOR THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THEIR RESPECTIVE UTILITIES TO SERVE THE S/D, SO AS LONG AS THE UTILITIES DO NOT INTERFERE WITH THE OPERATION AND USE OF THE ACCESS AND STORMWATER MANAGEMENT FACILITIES TO THE PROPERTY OWNERS ASSOCIATION FOR LANDSCAPING / FENCING. UTI LITI ES WATER: INDIAN RIVER COUNTY UTILITY SEWER: INDIAN RIVER COUNTY UTILITY ELECTRIC: FLORIDA POWER AND LIGHT TELEPHONE: BELL SOUTH EXISTING SITE DATA PREVIOUS DEVELOPMENT: THE PROPERTY WAS PREVIOUSLY THE SITE OF A PRIVATE WASTEWATER TREATMENT PLANT. CEASED OPERATION IN LATE 1980'S. FLOOD ZONE: 'X' FIRM MAP NO. 12061CO079 F, JULY 2,1992. TOPOGRAPHY: NEARLY LEVEL, EL. 20.5 FT. TO 18.5 FT. SLOPING N, NW TO S, SE, VEGETATION: PRIMARILY GRASS/ WEEDS. SEVERAL OAKS, PINES AND PALMS ON -SITE. SOILS: PER SCS SOIL SURVEY OF INDIAN RIVER COUNTY, SITE APPEARS TO LIE WITHIN SOIL CLASSIFICATION 'IMMOKALEE AND MYAKKA', HSG B/D. SITE APPEARS TO HAVE TAN SAND FILL FROM PREVIOUS DEVELOPMENT. WATER TABLE: ESTIMATED TO BE 2 FT TO 4 FT. BELOW GRADE. ARTERIAL / COLLECTOR ACCESS SKETCH DRAWING NO. LT ~JJOSEP'n Flo ;� uE .�.�� CONSULTING ENGINEER FL, REG, NO. 4-7048 t SHEET TELEPHONE] (561) 231 ."'33 / 589-0793 4 0F 5 fPP) P,❑. BOX 176 WABA'7`1a FL. 32970 4 0F 9 (_ ) SITF WWI INT PIL1I. I I' 1 SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT, IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND $HALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK, THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL P D WORK. AND LETS 0 PROPERLY PEST N NECESSARY T JDASPECT THE COMPLETED I R EQUIPMENT THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, E06DWAY EXCAYABQR AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE, SOD: SOD SHALL BE ARGENTINE BAHIA, UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. MATERIAL: SELECT GRADE; A.A.S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL, BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT, PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) TYPE S-1 MOD A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS. CURB ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. - F R FROM FULL TO ZERO HEIGHTS IN 3-FEET. INDEX No. 300, PROVIDE CONTRACTION JOINTS AT 10 FOOT O.C. MAXIMUM. TRANSITION ENDS 0 CUB R CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. I TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A. EMBANKMENT: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED. B. SUBGRADE: (1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET, OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MIGHT BE NECESSARY. C. BASE: (1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFlLL: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS. E. STRUCTURES: (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED, F. BUILDING PAD: (1) AS SPECIFIED IN ARCHITECTURAL PLANS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION, DRAINAGE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fy = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON: THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 4000 PSI. CULVERT PIPES REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28-DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING TH WHICH DIFFER FROM THE CON TRACT DRAWINGS. REC ORD DRAWINGS SHALL T ANY CHANGES MADE IN E FIELD MANHOLES, DRAINAGE LOCATION,INVERT AND TOP ELEVATIONS OF CULVERTS SEWERH INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR 0 FINAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D, UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C, G. UPON COMPLETION OF CONSTRUCTION. INSPECTION NOTIFICATION: THE­-RE3PEe:flVE MSION SHALL BE IE9 " A� �@-JS REe aeu P,BEST AND IF THIS REQUIREMENT MAY BE MET BY SUBMISSION QF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH THE LAND DEVELOPMENT PERMIT: 1. WATER LINE AND SANITARY SEWER LINES PRIOR TO BACKFILLING (UTILITIES DIVISION) 2. STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION) 4. ROADWAY BASE (PUBLIC WORKS DIVISION) 5. SURFACE COURSE (PUBLIC WORKS DIVISION) 6. PERMANENT REFERENCE MONUMENTS AND PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUCTION OF SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE TO ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER IMPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACKFILLING [913,07(5)(H)], WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. TlRAEELQ FAYEME T MARKIN(3 NOTES: 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. USE WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. 4. STOP BARS SHALL BE 24" WIDE. USE EXTRUDED TYPE, ALKYD BASE THERMOPLASTIC. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD FOR ROAD AND BRIDGE CONSTRUCTION,' SECTION NO. 711. 7. SPECIAL MARKINGS (CROSS WALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE NTH THE F.D.O.T. INDEX No. 17346. SIGNS: 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11860. 11863, 11865. WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. 2 2/17/98 REVISE SOD LIMITS / GRADING AT SECTIONS AA, BB, CC, DD 1 11/14/97 REVISE SECTION C-C REVISION DATE DESCRIPTION TOP OF CURB GUTTER GUTTER FLOW LINE U.S.F. NO 5105. OR 1-1/2" BELOW OP OF PAVEMENT EQUAL FRAME AND GRATE FINISH GRADE ` CURB URB _2_2" SQUAR_ E_J - 4'-0" MINIMUM, OR LARGER AS REQUIRED > :4ATIQ1 FLOW NE��-nn nn MODIFl�MIAMI CURB PIPE DIA, I I I I PIPE PLANEED OF AVEMENT AS PER PLAN Al i I i INLET OFFSET REFERS FLOW LINE ELEV, TO THIS POINT. BOTTOM ELEV, (NOTE: ELEVATION TOP VIEW 1, FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB "TYPE P" OR "TYPE X, IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX No, 200, TYPICAL MODIFIED MIAMI CURB INLET N.T.S. SOD ADJACENT TO ALL MITERED ENDS MILIM VARIES (4' MIN.) n S OF OF LIMITS SO SOD OF SOD /EDGE 3' OFI IMITS SOD OF M S_OD I- MIN. 4' - - -) CULVERT TYPE PER PLAN :: SIDE DITCH GRADE SIPM REM bb �° I' c SEE FDOT INDEX NO, 272 FOR CONSTRUCTION DETAILS OF MITERED END. DETAILS, DIMENS., ETC. DEPEND ON TYPE AND DIA. OF PIPE. MITERED END SECTION N.T.S. 2' 2' P.V.C. CAP PAVED ROAD ZN �� -o SCHEDULE 40 WHITE P.V.C. 90' BEND LENGTH REFLECTED IN BID TABULATION I 1. CONTRACTOR TOO INCLUDE NECESSARY P.V.C. 90' BENDS, P.V.C. CAPS, AND STUB -OUTS INi BID. M ELL NE (NOT TO SCALE) STAPLE FILTER BARRIER - EXCAVATE 4"X4' TRENCH BURLAP OR STAND. STRENGTH AND BACKFXL OVER 8" SYNCH. FILTER FABRIC OF FILTER FABRIC. PTO THE WOW STAKES I I r nsws Rsrns ' �usw} 4ECTION NOTE: -WHEN CONSTRUCTED ACROSS DITCH LINE, THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLGP E 3"x3" WOOD STAKE MIN / -BURLAP - MIN 10 OZ./SY MATERIAL DRIVEN 12" INTO GROUND, -FILTER FABRIC - SYNTHETIC MATERIAL MEETING STD. TESTING VTM-51,52 75% FILTERING EFFICIENCY -FILTER BARRIERS SHALL BE MAINTAINED UNTIL ALL. UPSLOPES HAVE BEEN PERMANENTLY FILTER BARRIER STABILIZED. 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, OR RECEIVING WATERS. A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION OPERATIONS, AND AT THE UMITS OF FILL OF EXISTING WETLANDS. B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION AND BACKFILLING OF EACH INLET. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE. D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD BY THE PROJECT ENGINEER. 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE GRASS COVER. 3. SOD ALL AREAS IN LIEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, FLUMES, ETC. 4. PROVIDE 18" MIN. WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES, EROSION AND SEDIMENT CONTROL PLAN ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AS FOLLOWS: STRUCTURE INDEX NO. CURB CUT/RAMPS No. 304 DRAINAGE MANHOLE: STRUCT, BOT, TYPE 'P' W/ SUMP BOT., AND MANHOLE TOP TYPE 8. No. 200,201 TYPE "C" INLET No. 232 TYPE "F" INLET No. 233 CURBING No. 300 MITERED ENDS No. 272 SIDEWALKS No. 310 DMNAS DESIGNED DRAWN CHECKED JOB NO. JWS JWS JWS JWS DATE SCALE APPROVED FIELD BOOK & PAGE BY 10/97 N.T.S. 7MANHOLE LID LABELED "DRAINAGE" OP, "STORMWATER' ELEVATION TO MATCH GRADE (SEE DRAINAGE PLAN) FINISH GRADE _ 9 41AYBE BEOFFSET. ND Oo1"- OPENI ! ' ADDITIONAL REINFORCINO ,• p BARS REQUIRED AT THE ' AFICBEARN4 • TO BE ..9 �I. s' q4 00 00 00 ao • 00 00 iD. 0000 j0 r, PIPE INVERT PICKHOLE ' g" 6" V.S.F. DWG. NO, 410, OR EQUAL MANHOLE COVER. LETTERS MARKED "DRAINAGE" 1Z" DIA, WEEP HOLE Y ._ SUMP BOTTOM OR STORMWATER. PER FDOT INDEX No. 255 ELEVATION TOP VIEW NOTE: 14 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12" SHALL BE PROMDED. 2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH 'STRUCTURAL BOTTOMS, TYPE P AND J, F.D.O.L STANDARD INDEX No. 200, WAIN MANHOLE TOP TYPE 7 OR S. F.D.O.T. STANDARD INDEX No. M. TYPICAL DRAINAGE JUNCTION MANHOLE 4 FT. OR 5 FT. SIDEWALK 0.02 FT./FT. TO CURB 4' THICK CONCRETE MINIMUM. / 3,000 P.S.I. CAD 28 DAYS. ----_/ SIDEWALK NOTES: 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE "SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS" PREPARED BY THE PORTLAND CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO. 310. 2. SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5-FEET O.C., AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO. 310. 3 AT LEAST THREE 3 COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE N FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14, AND 28 DAYS. 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. 5. SURFACE WITH LIGHT BROOM FINISH. 6. SOD ALL DISTURBED AREAS. C)ETAL AM - � - 7 / 20 55' 20.1' 24" i i " i 3 � i MODIFIED TYPE 'C' INLET (CONTROL STRUCTURE) - (2) w fOf o ro a 0 o0 z PROP. GRADE UPON INDIV. LOT DEVELOPMENT 19.0 TO 18.5 �11 THIS POINT CORRESPONDS TO ELEVATION a� OF TOP OF INLET GRATE 3/4"R j 1/f 2 PAVEMENT SS 1 24 MODIFIED MIAMI CURB STRAIGHT BARS 2"x 3/16" 1 RETICULINE BARS 1 1/4"x 1/4" APPROX. WEIGHT 100lbs. TYPE "C" STEEL GRATE N. T. S. EDGE OF PAVEMENT ELEVATION REFERS TO THIS POINT 4 �• 2" R o e 4. r 4 , 4 v 6 P TYPE CUR N,T.S N r) CC 4Na CL W ID A'-4" PLAN VIEW GRATE -0 ` 3'- 4" 5 3/4" , 2'-0„ Lr \ No. 4 BARS „ AT 12" o.c. BOTH WAYS wj SECTION TY CINLET 3/4" 8" ��50' PRIVATE ROAD ACCESS EASEMENTPRIVATE ROAD ACCESS EASEMENT 25, 25' 2' tt t1' 2' MOD. 0 2% SLOPE ® 2% SLOPE MOD. MIAMI MIAMI CURB CURB APPROX. GR\DE UPON SEED / MULCH MIN. 18" WIDE INDIVIDUAL LOT DEVELOPMENT STRIP SOD - - TYP. - 6 V " emu+ ;F SLOPE TO EXISTING + + + + + + + 6 , GRADE + :_ ; r- + + H + : .. ... it + + : ; ' + : CLEAR � STRIP � s � � � EXIST. GRADE SOIL AS REQUIRED BACKFlLL PER SPECIFICATION 1-1/2' TYPE S-I ASPHALT THIS SHEET 2MAXIMUM TRENCH WIDTH X PIPE DEPTH + W�PIPE DEPTH + WW 'z > PLACE AND COMPACT a v / IN 6" LIFTS.\ X x / \` w w Wx z W > = PIPE O.D. + 24" o a MAXIMUM WIDTH a p MAX MAX. Q INVERT i HAND PLACED SELECT MATERIAL LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL. N 0TES: 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT, 2 BACKFlLL TO 12" MAXIMUM LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED SURFACES AND 95% COMPACTION UNDER OTHER SURFACES AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. TYPICAL TRENCH DETAILS NOT TO SCALE G' COQUINA, 987. MAX. DRY DENSITY (A.S.H.T.O. T-180) / 8" STABILIZED SUBGRADE, 987. MAX. DRY DENSITY (MIN. F.BVI 50) TYPICAL ROADWAY SECTION T - B NOT TO SCALE z CK a . Ld O U � W 10, a BLDG. SETBACK CLEAR, EXOTICS FUTURE GRADE SEED/-lLIICH BANK UPON INDIV. LOT DEVELOPMENT 'REGRADE / FILL 21.0' WEST BANK --------- - _ _ 5' ------------------ 7777 EXIST. DITCH EXIST, GRADE 7-7 is REGRADE / FILL WEST BANK EXIST. GRADE TYPICAL EAST $ SECTION A - A_ NOT TO SCALE BARBERTYPICAL P MIM D F ? A 9 N A E S P E D E TA L IP QLA Q� L=.;ENTE` /c9D,ArlE`a)E==3EyF=--_-_o) a""TF9)I1F=ET TRADE ` Y-11 5 r\ J�� REQUIRED SCREENING UPON INDIVIDUAL LOT DEVELOPMENT 90% OPAQUE, 5 FT. HIGH AND INTERMITTENT TREES 5'- 90% OPAQUE FEN I 1 L � LLJ J u PALM LAKE CLUB ` 0- SUBDIVISION a 15' DRAINAGE & UPUTY EASEMENT I I 4' 12' SWALE PROP. GRADE SEED/MULCH I 6 FT• SEED/MUI CH ! UPON INDIV. -•-•-I� I --LOT DEVELOPMENT BAHIA SOD PROP. GRADE ATMEN 20.75' -... ._ I S/D DEVELCPT 21.0' �0.5' 4 -'r � 20.0' 19.0' EXIST. GRADE TYPICAL WEST' SECTION C-C �T NOT 10 SCALE J�a (�( � n p j DRAWING NO, ; off? ll - ' ' 1N V . �41J 11�1. a CONSULTING ENGINEER - EL. REG. NO. 47048 (407) 231-2533 /' 561-'0793 SHEET 5 OF 5 (PP) P.O. BOX 176 WABA`,=,'_'), FL. 32970 5 OF 9 (C( '.) P v 7 1w.. .. .. - . -. ......... ,. • ,. 'i -z•. .. :- ms•.m.rzc..: .. .. sri. c^ ,.'. - .'^,..r+.',xz .k'.aF.'vx':^ ., TM:£ :,5.;.iv.u.^h'z".:. .. _.. .:93a:1.'•da'-.::J4:4tm2a.W's.+.':.i"kR, 5:,..` _-:Y'^°'::, ,. .,q ..c.,-. Y:se.: w...sue,. ....:. ... ,.ter- .^+a._ vsexi- - .. . .• - mttc.: .nncsWr... ., .,.. .. - .•s- _ .,vm. _. - .. -mm - L:9 k EXIST. DRAINAGE EASEMENT II L 'I u LOT 1 � z I LOT 2 F°° z 1 0.39 AC. m 0.78 AC. o o - O 4 I a '� CONST. PAVED ACCESS x I ( ®q w _.: O U ¢ I ROAD. SEE SECTION B-B SHT 5) �, c o F_ 03 Cy a I LONG SLOPE=0.42% a I 21. V) I & 6" M.J. G.V. STA 1 . & R °= CROSS SLOPE=2.0% "� o CONST. FIRE HYD. ASSEM. ��' 1 .6' CONST. 6" o �O M.J. G.V. 12 LT. & RT. ( � CONST. 1-4 0 co 7;AND G' STA 12+80.8, 23.2' RT. MOD. MIAMI SCH 40 PVC r I CONST 8"x6" M.J. TEE �0 8' MEDIAN / PLANTER �, SAW. CUT TRUE j Q O W I &J TEMP. MP. STA: 12+80.8 PROP. ELECT. INLETS (2) '; 112 CMP 1 x = I TE SA OFFSET: 18.0' RT. POLE W/ STREET W/ 'D' CURB LINE, DRIVE I,N T = 20.11' STUB OUT TO ABUT EOP r I PROP. ELECT. POINT LIGHT Al O W POLE STA 12+85.0, I 17.5' m cn CONST. 1-4" d FLUSH S A 9+99 18' RT. _ 18' RT s PVC DBL I INV= 181 OG & 2-2" S H OPEN CUT / RE V - C )INST. 12' X8" TAPPING O -� i 10 q' I F.P. SEWER LATE 184.93' 40 PVC ROADWAY PER D AI b - - - - - - - - - ___ _ - _ - __ - - - - �- - 20 0' _V. W/ VALVE TEMP. 3 i O ( W 100:00° TYPICAL a - - - �' - - - - - - +84 r SHEET 9 OF 9 / a i --I DBL WATER 60.60 - 13.TLT JMrlER m X _ 6" PVC SGL SERVICE (1.5') CONST. 236 LF 8 PVC W.M. 30 LF 8 ° ,P c� 10+68.9 & T SAMP ti R� SEWER LATERAL ,�T�� a w - VC 1�d.F1'� Z -�1 OL C.O. - J �p0' R 21.00' 20 LF , +r, INV- 8" DIP C� l cn m 15.-, ui I '� " U 0.2 ,�, W 1 �o O9'.9 25' 21_2'�� n 0.8 �n' x _ Z ` 20.58' I CONST. 1-4" & 2-2 SCH 2O.5 Q U Z 11 +00 0 0 Q cW CONST. SEWER M/Fi-1 m o LOT 3 o I STA 12+80.79 15, 40 PVC �; 12+00 > U N 26'01'15" W 185 70' cn W TOP = 21,0 �� �; * N a o Q 225.10 6" DBL to w -•• INV = 14.58' SW �q, ( 6° p �^� INV = N CA p `t w 20.79'; YEL. R.P. 4' Z 14.63' E �1 - O 1'C o s 15.71' c� 20.2 �n oc 11+01.9 10+77.0 � cl� ' o' ; Ly ,� DRAINAGE I S� o 21.02° R o OPEN CUT / RE E J _ 'og� EASEMENT `��' `�' MOD. MIAMI CURB 100' SHEET 9 OF 9 Q Z o c,I ROADWAY PER D A L, I CONST 90 LF 6" SEWER AT 1 % ` ONST 86 LF 6" 1 CA F L HOLD o �� 20 7 `� �� CONST 95 ,LF 6" SEWER AT 1�00 N ! P LE ND JET G SERVICE 1 *C.O. - �� +84.7'° c� a ° SGL w R--�...._. 10+68. 20. 4 T REQUIRED , I Q (^) SEW R F>,T i I EXIST. 15' _ _ ' 20.8' Q TYPICAL INV ^ C.O. �° * C.O. UTILITY EASEMENT D PT�� ( ' �o/ �co - - - - - - - - 5.5 16.66' 179.80' - - - - - 1'L - INV = '�' ` INV = E 6" DBL 1$,7'+ WATER METERS (��-V�jG ac�{ F �'� STUB MP m CONST. S/D ENTRANCE YEL. 17.56' z WATER AND "TOLD D STUBBED AR S0 IMMEDIATELY v a' P �n `�i �,�� h I: o AND FUTURE BUSINESS 20 85 CO TRACTOR 70 NOTI - - - - - LO 64 HOMEOWNER RIOR LOT 64. DO NOT x 1� / / �F q, SIGN FOR LOTS 2 & 3. DISRUPT SERVICE. .__. �� �j �� AND PLUG o 24'; WHT. AFTER SEWER INSTALLATION P p Q Fj INV= k Q 1 6' %COMMENCEMENT 0 .... _ -� 2 -STRUCTION �( d ' / G0� �5 ® \2� $ STA 12+55. • STOP R1 1 ry STOP SIGN L ILL© `L� pL� 4I SEA 20.50' LT. A-ry & STREET SIGN ,� �� �� CONST. SEWER M/H-3 ` p i f CONST 103 LF 8 PVC O _I 3�SEWER @ 0.35% _> TOP 20a QUEEN PALM INV 4 W 30 AC• _ . ___ CONST. SEWER M/H �� o0 o; duo (RESET OR REPLACE)1 _w � �'TOP 20.75' �`' w "� 4 C INV - 1 0 RESET EXIST. W , Q 6" PVC SGL ry� r ; FENCE 15.04 E DRAINAGE a OPEN CUT /REPAVE ` REGRADE AND�SOD ALL I Q ROA WAY PER EPADETAIL 4A ` 4" DISTURBED AREAS IMMEDIATELY ' EASEMENT w `- SEWER LATERAL 0 0 M- ,SHEET 9 OF I9 ' �� AFTER SEWER:. INSTALLATION M.E.S. I w p t I r 5!I �� O INV= 7.5' 1 O k\Ln U � CORE SAW r= LOT 4 s 1 co O 1 r� INTO EXIST; Q , w 1.30 AC, A M.H. AT I MATCHLINE STo , Q INV= 14.41' `b ;LJ w I E1 gAR13 ? P� P� w N Q 0 3 CONST. TYPE A a I ELECTRIC UTILITY: �� INTERIOR DROP a a 4 t i� Y ; O I OVERHEAD ON EXISTING POWER c� FZEC'�R Z POLES ON WEST PROPERTY LINE, F �! - i EX. MH. -' ' r7 I AND UNDERGROUND OR OVERHEAD TOP=�1.24' C� ' AS DETERMINED two sd� POLE AT NWCORNER LOT 4, EAST INV=11.92' ? I O THROUGH 15' EASEMENT ALONG - t k: p O ( NORTH LINE OF LOT 4, TO ACCESS ; w 0 z I EASEMENTr, if, TO SERVE ALL LOTS. , - Iw- `I `LQ J I I NOTES: I I 1.) SEE SHEET 4 OF 9 FOF PLAN VIEW t -,•- ._ r OF PROPOSED CONSTRU ,TION 2.) MIN. COVER OVER UTILIT ES WATER MAIN: 42" BELOW PAVEMENT 36" B LOW EARTH t I' SEWER: 36' MIN. COVER 8" MAIN) 19' MIN CO%EIR 6" LATERAL) 3.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE DEfAIL3 AND SPECIFICATIONS NOTED IN SHEETS 6-9. 4.)ALL GATE VALVES SHALL BE CONSTRUCTED WITH A VALVE BOX AND CONCRETE PAD Ia PER DETAILS IN SHEETS 7-9. sl I 5.) CLEAN -OUTS WITH NQTAPION (*CO) SHALL BE Y ` CONSTRUCTED WITH 4" BRASS TRAFFIC BEARING CLEAN OUT W/ CONC. I�AD''PER DETAIL S--13, SHEET 8. �., ° j ®... 5.0 25.0 N N C NST. FIRE HYDRA T ASSE . Q Vie, S A: 12+8 .8 o rs = I W p - a - - 4.0 24.0 - _ J CC�I 2 N � CO ST TEMPORARY ^ w o - BAR ER . La1 a-- 23.0 I P V� Q w O �- - -- EXI T. PAVE & TEM'. MP: PT ASPHAL ROAD STA9- 99, 18' RT. I- II � cv ASP LTiG CONC. d 0 _ __ ~ I I it -- -- -- --- Nt?_. --. 2.0a ME IAN 2 .2' 2 .8' 20.75 O I� STA 12 20.5 GRADE 20.8 00 o -�np ENTE LINE -- � 21.0 GRADE10 \ \ o' o 20.0 EXIST. MOD. MIAMI ADJUST DE TH OF 0.O V 6" SEWER S REQ' -Al( - TO AVOID- CONFLICTS& GRADE - - INLETS 2 EXI T. G CONST. 82- F-1 I MAINTAIN _X,__DEPTH. 1. 9.0 �o - - - - Dull I 17.5 - - - _ j 86 LI 19 . CONST x6" M.J. TEE ONST. 76 LF C SEW AT C.o. Full STA• __ � IV= 18.0 OFFSET: 18.0' RT. Z_ 1 % EXIST. 8" EWER DO C NST 90 LF 6„ EWER A C O F RCE MAI VERIFY CLEARANCE. CONC. 17.0 M.J. 1NV =7.56 , t - ENCASE fi PVC SEWER IF ®� D G.V.. N T �, SE ER AT 1 a' WA ER MAI BE OBTAINED. E CAN NOT AN 4 DI:EP SE DETAIL M-3 SHT. 9. M.J. PL G GO 95 L Co STSTA -12A. 2,6 LF PV W.M. . ;0.L1.:::.;:i. Nca 11'w..- 1 6.0 8' RT ER '� ......:.':.;. " SLV. W s" M. 16.0 8„PC CONST 110E 8"PC _ TEMP. SAMP. C.O. J. G.V. W/ SEWS 0 0.3 CONS 103 F 8" P C C.o. - - SE R ®0 35� Box & CONC. P D �' POINT STA 9 99, 18': T. � 16.66' _ Y c � 15.0 14.99' 1 .04' CONST. 2 LF 8" DIP WM S C NTERED AT F.I~A. CROSSING, 14.5 14.63' CONST. 110 F 8" VC 0 DEFLE T TO OBTAIN 14•.0 SEE DETAILS to-3, M-6, S T. 9. SEWE ® 0. 5% RAN . \CORE SA _a -INTO EXIST. - -- --. -- a ` 13.0MI H AT INV= 14. 1 ' C NST. TYPE A INTERIOR DROP -- - - 12.0 � 2.0 - INV 11.92' a \ z ui 11.0 - -- -- ---- - - _ _ _ i - - 1 ® _ a N GRADE -1 (2) - 3/4" GALV. FOUR HYDRANT GUARDS-----2 TIE RODS AS REQ'D. BY IRCDUS OBSTRUCTION-�.,� T -- 36" MIN. SEE NOTE 1(BELOW) g,-)? \ _ (COVER �l � -� '. \ - 14- \ -Lr �14 �°* —SEE NOTL 3 (BELOW) ? —PRESSURE MAIN ------ 45. RESTRAINED JOINTS�45' OR (2 1/2' BENDS 2M.J.) ENCASE AS REQ'D. r _ L GATE VALVE Q SPECIAL UTILITY CROSSING - FITTING TYPE MECHANICALJOINTTEE E� 4 VAR _ * 18" MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, 1-6„ n �n� AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH WATER MAIN PLAN VIEW Yy MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. CONCRETE THRUST GRADE BLOCK PUMPER NOZZLE -- - _ FACING ROADWAY LOPE TO ACCESS7ROPj OBSN TRUCTIO36'S MIN. COVER -� VALVE BOX —GRADE SEE NOTE N0. 2 - PRESSURE MAIN DIRECT CONNECTION "' z FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH \ (ANCHOR TYPE) c•l s OF PIPE AT THE fill G.V. ENCASE AS REQ'D. POINT OF CROSSING / ..�, . •, �,.� j r 6" PIPE STANDARD UTILITY CROSSING -DEFLECTION TYPE �% — " -�--- �:Y` y1.5 CU. FT. CONCRETE NOTES 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER VA/AA/�A/A/ POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL \\jj\\�/� WATNERMAIN BLOCK UNDISTURBED THRUST UNDISTURBED THE FITTING TYPE CR❑SSING BE ALLOWED, � SOIL 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE NOTES CROSS SECTION MANUFACTURER'S MAXIMUM JOINT DEFLECTION. 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON 3, IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. AFTER ASSEMBLY. (2 COATS MINIMUM, 2. � OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE " THE C L 4, OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY hR:C.D.U.S, OF THE NEAREST ROADWAY OR FINISH GRADE. 3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.) 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN- & SEWER IS LESS THAN 18 INCHES. D.I.P. WITH MECHANICAL JOINTS MAY DARLING B-84-8,MUELLER A423 OR CLOW MEDALLION F2545. BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO APPROVED BY IRCDUS (E.G. TIE RODS) AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. 7. BID ITEM FOR FIRE HYDRANT ASSEMBLY SHALL 114CLUDE MATERIAL FROM HYDRANT TO GATE VALVE, EXCLUDING THE GATE VALVE. UTILITY CROSSINGS 8, A BLUE RPM SHALL BE CONSTRUCTED IN THE CENTER OF THE PAVED ROAD IN FRONT OF ALL FIRE HYDRANTS. FIRE HYDRANT DETAILS W-6 I W-7 A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1" COPPER TUBING EXTENDING ABOVE THE GROUND. THE TUBING SHALL BE INSTALLED WITH A 180' BEND. 1" GATE VALVE �\ - 1" COPPER TUBING N c j z GRADE 7 w 0 U r> - CORPORATION STOP WITH P.V.C. PLUG WHEN ABANDONED WATER MAIN NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. (BACTERIOLOGICAL) TEMPORARY SAMPLING POINT FIRE HOSE ADAPTER TO MOBILE ---._ VALVE CLOSED METER TESTER VALVE OPEN m NIPPLE -�, N _ J DETECTOR BYPASS METER (PERMANENT OR DIRECTION * TEMPORARY) OF FLOW TEE CONNECTION WACNIPPLE TO COMMODATE FIRE HIOSE ADAPTER. PLAN NOTES 1. PERMANENT BACTER- ILLOGICAL SAMPLING POINTS SHALL BE AS MANUFACTURED BY KUPFERLE BOUNDARY, ST. LOUIS, MO. MODEL ECLIPSE NO. 88 OR APPROVED EQUAL 2. AT LEAST ONE PERMANENT SAMPLING STATION SHALL BE INSTALLED PER DEVEL- OPMENT PROJECT AS REQUIRED BY I.R.C.D.U.S. 3. PERMANENT SAMP- LING POINT SHALL BE TRAFFIC PROTECTED SEE F.H. DETAIL (W-2) PROPERTY LINE P.E. GOOSENECK 3' METERS SHALL BE LONG (MIN.) OR SWING LOCATED IMMEDIATELY JOINT OR APPROVED INSIDE THE RIGHT-OF-WAY EQUAL BY IRCDUS LOCKING UNLESS OTHERWISE CURB STOP DIRECTED BY IRCDUS (TO ACCOMIMODATE APPROVED METER BOXES 5 8" x 3/4" METER SHALL BE "CDR SYSTEMS 1. 1ji1 / / ) CORP." POLYMER CONCRETE & FIBERGLASS OR 2' 7_°-0" ROAf?WAY I2'-0" CORP. _ L� --�- FINISH GRADE STOP I� w --- o -_ z / IN LINE DUAL ECK BY LONG .rRVICE CHRCDUS �° SHORT METERS STAINLESS STEEL SERVICE (SEE NOTE 6) \\\� � DOUBLE STP,AP SERVICE SADDLE FITTINGS -WATER MAIN AS REQ'D. NOTES W-4 NOTE, FOR RIVER PARK PLACE, DBL WATER SERVICE SHALL BE 3' P. E. W-5 SGL WATER SERVICE SHALL BE 2'. CSEE SHEET 5 OF 16) LOCKING 1-1/2 " P.E CURB STOPS METER BOX SERVICE LATERAL w (METER NOT SHOWN) 1" P.E. ' _Z SERVICE - LATERAL 7 o -- — BRASS COMPRESSION w WYE BRANCH L IN LINE DUAL BRASS LOCKING CURB CHECK BY IRCDUS IW STOP (FORD OR MUELLER) PLAN VIEW a WITH INTEGRAL Cr O METER COUPLING CENTER OPENING o_ OVER METER(S) 1" MIN. 1 ---D CUSTOMERS METER PIPING BOX d (BY OTHERS) (SEE NOTE z N0. 3) g O 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18" CENTERS MIN.. ( ) 4" MIN. GRAVEL ------_._! 2. SHORT SERVICES REQUIRE 18" MINI. COVER; LONG SERVICES REQUIRE OR CRUSHED ROCK e 24" MINIMUM COVER. I 3. MINIMUM SERVICE SIZE NOT LESS THAN 1", DUAL SERVICES SHALL BE CROSS SECTION A MINIMUM 1-1/2" AND TRIPLE SERVICES SHALL BE A MINIMUM 2'. QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS. NOTES 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. 5. METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BY HERSEY, MASTER OR AS APPROVED BY I.R.CO. DEPT. of UTILITY SERVICES AND SUPPLIED BY APPLICANT. METERS 2 INCHES AND SMALLER SHALL BE SUPPLIED BY IRCDUS. 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 TO BE SAME SIZE AS METER TO BE INSTALLED. 8. ALL NEW AND RELOCATED WATER SERVICES AND PLUMBING SHALL BE IN ACCORDANCE WITH STATE PLUMBING CODE AND ALL PIPE AND FITTINGS CONTAIN NO MORE THAN 8% LEAD AND ALL SOLDERS AND FLUX CONTAIN NO MORE THAN 0.2% LEAD. WATER SERVICE 2' -0" VARIES 2' _0" W-9 DOUBLE DETECTOR CHECK VALVE o VICTAULIC (WITHOUT BUILDING SPRINKLER) COUPLING - �� 7 1 (,� C®] LT -----,,,-----rr-�� - ---�--1L� o 0 1 1" GLOBE VALVE 1" CHECK BY-PASS METER VALVE DETECTOR BYPASS 3' -0' 1 CUSTOMER PLAN PIPING UTILITY PIPING TO DETECTOR CHECK VALVE PROPERTY LINE (WITHOUT BUILDING SPRINKLER) GATE VALVE 0. S. & Y. GATE W/ INDICATOR VALVE �\ 90' BEND TIE RODS (TYP.) (TYP,) 1. METERS OVER 2' MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR, 2. ALL METERS 2' AND SMALLER WILL BE SUPPLIED AND INSTALLED Restrained Length In Feet Each Side of r Restrained Lencth In Feet For Reducer r� D. I. !" P. V. C. PIPE . PIPE DIAMETER NA.METER - (INCHES) 90' 45' 22 1�z 11 1/* 90' 45' 22 Wiz 11 1/ (INCHES) 3" 4" 6 8" 10 12" 18" 20" 24" 30" 3" 30' 15' 10, 5' 40' 20' 10' 5' .9.` 3" 0 0 ( 0 0 0 0 0 0 0 4" 35' 15' 10' 5' 55' 25' 15' 10'-1 4" 40' 0 C 0 0 0 0 0 0 0 6" 55' 25' 10' 5' 80' 35' 20' > 10' 1 6" 50' 45' C 0 0 0 0 0 0 :l 8" 65' 30, 15, 10' 90' 40' 20' 10' 8" 75' 70' 4(' 0 0 0 0 0 0 0 I loll 80' 35' 20' 10' 110' 50' 25' 15' ri 1, 0" 95' 90' 7(' 40' 0 0 0 0 0 0 12" 95' 40' 20' 10' 130' 55' 30' 15' I 12" 120' 115' 10 )' 75' 40' 0 0 0 0 0 16" 120' 50' 25' 15' 165' 70' 35' 20' 16" 160' 155' 14 1' 125' 100' 70' 0 0 , i 4 0 0 20" 150' 65' 30' 15' 200' 85' 40' 20' - E 20" 200' 195' 18 i' 170' 150' 130' 75' 0 0 0 24" 180' 70' 35' 20' 210' 90' 45' 25' I 24" 160' 155' 15 140' 135' 120' 90' 50' 0 0 30" 190' 80' 40' 20' 250' 105' 50' 25' 1 30" 195' 190' 18 ;' 180' 170' 160' 120' 105' 70' 0 36" 220' 95' 45' 25' 0 0 0 0 1 36" 225' 220 21 ;' 210' 205' 195' 180' 150' 125' 70' 42" 245' 105' 50' 25' 0 0 0 0 . - 42" 245' 240 2_ 230' 225' 220' 205' 180, 155' 10a' 48" 260' 120' 60' 30' 0 0 0 0 48 255' 250 24- 5' 240 235' 230' 215' 195' 175' 125' Restrained lengths for valves, dead ends and � Length of restrained j int for larger diameter pipe branches from tees shall be the same as for 90' (degree) bends — BY I,R,C.D.U,S. 3, MINIMUM SIZE OF METER BOXES, V SERVICE (12' X 20'>) 1-1/2' AND (MECHANICAL RESTRAINED ,J0I1ITS) 2° SERVICE <17' X 28`), SCHEDULE AND NOTES h -5B 4, 5/8' -3/4' METERS SHALL BE HERSEY TURBINE, MASTER METER, OR APPROVED EQUAL WITH 5/8' RUBBER METER WASHERS, VVA U EI7 b�AgPJ,9 5. V - 2' METERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. PIPE MATERIALS DUCTILE IRON PIPE SHALL BE BELL AND SPIGOT CAST IN ACCORDANCE WITH A.W.Wd , SPECIFICATION C150/A21.51-91, BASEIJ 6. METER BOX SHALL BE "CDR SYSTEM CORP." POLYMER CONCRETE AND FIBERGLASS. ON MINIMUM TENSILE STRESS OF 60 KSI, YIELD STRESS OF 42 KSI, AND USING A MI4IMUM WORKING PRESSURE OF 200 PSI, AND A LAYING CONDITION "TYPE 2." ALL PIPE SHALL cif= GIVEN A MINIMUM FACTOR ( HYDROSTATIC TEST OF 500 PSI, ' �/ - LINING AND COATING (DUCTILE IRON PIPE), METER BOX - LINING: CEMENT MORTAR LINED AND SEAL COATED Pf-R A.W.W.A. C104 (ANSI /21.4-85). COATING: BITUMINOUS COATING ON OUTSIDE, DRY r`11.11 THICKNESS OF MIHIMUN OF (1) MIL. - REPAIR: WHERE COATING HAS BEEN DAMAGED, 11 ?,:UI T BE CLEANED AND REC OATED TO A MINIMUM OF 1 MIL. DRY THICKNESS. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM Tn THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D22' W-10 LATEST REVISION. P.V.C, PRESSURE PIPE SHALL BE MANE FROM CLASS 12454-A Oil CLASS 12454-B MATERIAL AND CONF01 1 WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WIT -I A-. I:IINIMUM WALL THICKNESS OF DR18. PVC PIPE SHALL BE BLUE IN COLOR. JOINTS 2" WM• - JOINTS FOR PRESSURE PIPE SHALL BE BELL AND SPIGOT RUSH -ON RUBBER G:SKE TYPE ONLY. IN ACCORDANCE WITH A.W.W.A. FLOW - C-111.(ANSI 21.11-85). NO SOLVENT WELD OR THREAV-D JOINTS WILL BE PER'AITTE �. 2" REDUCED PRESSURE FITTINGS BACKFLOW PREVENTER PLAN - ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT ".ND SHALL CONFORM TO 4WWA SPECIFICATIONS C110 WITH GATE VALVES (ANS121.10-87), OR LATEST REVISION. FITTINGS SHALL 5E CEMENT MORTAR LINED / ND SEAL -COATED IN ACCORDANCE WITH - 2" W.M. AWWA STANDARD C104 (ANSM A21.4-85), OR LATEST R_V,1SION. ALL ABOVE CROUP D FITTINGS SHALL BE FLANGED JOINT, IN ACCORDANCE WITH ANSI SPECIFICATION B16.1 FOR CLAS�z 125 FLANGES. BOLTS SHi LL COMPLY WITH ANSI SPECIFICATION 818.2. �- -s - JOINT RESTRAINT SHALL BE BY NAPPCO C-1300, EBBA IRON 1100 AND 1500 RESTF AINER, OR APPROVED EQUAL, IN ACCORDANCE WITH RESTRAINING SCHEDULE ON THIS SHEET, OR A Ml >,'t A OF 60 LF OF RESTRAINED PIPE ON EACH SIDE OF A VALVE OR r JOINT. NO SET SCREW TYPE MECHANICAL RESTRAINING F.I CHANISMS WILL BE /:CCEFTED. THE COST FOR INSTALLATION OF 2" �I I UNION MECHANICAL RESTRAINT MECHANISMS SHALL BE INCLUDED 'N THE BID ITEM FUF INS' ALLATION OF THE WATER MAIN. ' t LLLlll VALVES - ALL BURIED VALVES SHALL BE RESILIENT SEATED GATE VALVES WITH CAST IRON B )DY, BRONZE -MOUNTED, RESILIENT SEA: ED, Co I NUN -RISING STEM TYPE FITTED WITH 'O-RING" SEALS %;,,_VES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11, FIRE HYDRANTS 2" W.M.- SHALL BE TRAFFIC TYPE, 5 1/4' VALVE OPENING AND V N1UFAC11"URED BY MUE:LLER COMPANY, A423, CLOW MEDALLION, OR FINISH AMERICAN DARLING B-84-8, COMPLYING WITH AWWA STAP':ARD '502. r GRADE - SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNEF;S1A6 LUGS. 2 =2 1/2" HO' = NOZZLES AND 1 - 4 1/2" PUMPER NOZZLE j (NATIONAL STANDARD HOSE THREADS), WITH CAPS ATTACHED WITH CHAINS. - - - SHALL BE PAINTED FEDERAL SAFETY RED. ELEVATION MARKING - CONTINUOUS TRACE WIRE IS REQUIRED TO BE INSTALLErl VITH ALL PIPE. SEE EETAH M-16. NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERCIAL, INDUSTRIAL, AND OTHER INSTALLATION INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK - WATER MAINS SHALL BE INSTALLED IN ACCORDANCE 1I T111 APPLICABLE A.W.W.A STA 4DARD C600 AND A.W.W.A, MANUAL M23 BACKFLOW PREVENTER AS DETERMINED BY UTILITY. AND THE MANUFACTURERS RECOMMENDED PROCEDURES - WATER MAINS SHALL CROSS ABOVE SANITARY SEWER, ` P)r"N SEWERS, FORCE MAIN: , OR RECLAIMED WATER LINES W1TH A M :'.MUM 2. LOW HAZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL OF 18" VERTICAL SEPARATION, OR CONSTRUCT DUCTILE IRON PIPE AT THE CROSSIN( SUCH THAT ALL PIPE JOINTS ARE EQUi DOUBLE CHECK VALVE ASSEMBLIES BACKFLOW PREVENTION DEVICE. DISTANCE FROM THE CROSSING WITH NO LESS THAN 10 BEET BETWEEN ANY TWO (2 JOINTS. ALTERNATIVELY, CONCRETE ENC ,SE HIGH HAZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL REDUCED AS PER DETAIL THIS SHEET. PRESSURE BACKFLOW PREVENTION DEVICE AS DETERMINED BY UTILITY. - WATER MAIN SHALL BE LOCATED AT LEAST 10-FEET HORIZONTALLY FROM ALL SANE -ARY SEWERS, STORM SEWERS, FORCE MAINS 3. APPROVED EQUALS HAVING FULL UL, USC, ASSE, AND AWWA MAY AND RECLAIMED WATER MAINS. BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY THE UTILITY. - WHEN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES HEREIN SPECIFIEC CAP NOT BE OBTAINED, ONLY THOSE AL-;ERNATF SOLUTIONS ACCORDING TO THE "RECOMMENDED STANDARDS FOR WATER WORKS" (L` TEST REVISION) SHALL BE USED, 4, SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE - PIPE MUST BE LAID IN A TRENCH FREE OF STONES, ROCKS OR OTHER DELETEPIOU� MATERIAL TO A DEPTH OF 6" BELOW THI: SUPPORT SYSTEM, PIPE SUPPORT SYSTEM SHALL BE BRASS, BOTTOM OF THE PIPE. PIPE SHALL BE LAID ON A CONTINUOUS UNIFORM BEDD'NG. BACKFILL SHALL BE TAMPED IN 6" LIFTS COPPER OR D.I.P., AS APPROVED BY UTILITY. TO ADEQUATELY PROTECT AND. SUPPORT THE PIPE. REFFV ENCE THE TRENCH DETAI .S WITHIN THE CONSTRUCTION PLANS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED - WATER MAINS MUST BE INSTALLED WITH A MINIMUM OF a>w" OF GROUND COVEF AN[ 42" BELOW ROADS, DRIVEWAY OR PARKI FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LOTS IN ACCORDANCE WITH DETAILS AND SPECIFICATIONS IN THESE PLANS. LEAST V-0" ABOVE THE HIGH WATER LEVEL. METER BOXES 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. - METER BOXES SHALL BE "CDR" TYPE TRAFFIC BEARING 90XES. 7. APPROVED DEVICES ARE HERSEY, COMBRACO AND FEBCO. TESTING L HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCOFDAN( E WITH A.W.W.A. STANDARD C600 AND A.W.W.A MANUAL M23. CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE F LIMP ; AND OTHER EQUIPMENT NECESSARY TO TEST THE LINE, THE ENGINEER SHALL BE PRESENT FOR ALL PI OUIRED TESTING AND FINAi INSPECTIONS. DISINFECTING - ALL POTABLE WATER LINES SHALL BE DISINFECTED IN Af `RDA.NCE WITH SECT ON 0 OF THE "INDIAN RIVER COUNTY BACKFLOW PREVENTER WATER AND WASTEWATER UTILITY STANDARDS, JANUARY 1097," AND A.W.W.A. ''TANI ARD C651 AND RULE 62-•-555.345. QA1_K,P'Le1W VA6V5P-T1 Pej` Cl2oPpPF V7V7 6,VrLaV✓QRF5` iKa;.J /4"N 1"10L 15'S AV`1-r 015 947VIP3 -irj _ AGGOPeI7ANLe VVMq F_V05 c�z-5 y,3 F,.j.-'-, n.u,- ^WVVA MA aUt I N1-[±+, ��� p�-�,9tt3 �a� 0ENEERAL .,:'1TU_N'CTES DOUBLE DETECTOR CHECK VALVE I FINISHED GRADE - ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY \LATE'' AND WASTEWATER UTILITY STANDARDS, GATE VALVE TEMPORARY JUMPER SCHEDULE � GATE VALVE \// //\//�// // // / �,c JANUARY 1997." <\\i,�y,\\j,\\i;�ji��\\j�\\j��\i�\/�y�\\� - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUPETY UTILITY PERMIT AND F.D.:.P. PERMIT CONDITIONS. 90' BEND F -/ (TYP.) LL w EXISTING GRADE 18" MINIMUM DISTANCE a > GATE VALVE — 1 ( I � J GRADE ROADWAY GRADE (SWALE) CONCRETE PAD 30" SQ. X 4" MIN. <�i:e%°��.�: o THICK W/ (1) �L�P 2 No. 30 CONT. 2" LOCKING CURB STOP nn ` W/ P.V.C. PLUG L�IJ APPROVED COMPRESSION k! METER BOX FITTINGS ° ° ° ° ° ° 12" MIN. I.D. 2" CORPORATION STOP ,-1 C.F. 3/4" GRAVEL OR RESTRAINED PLUG (M.J.) CRUSHED ROCK ° 2" POLYETHYLENE HORIZONTAL DISIANCE 71, EQUAL TO DEPTH OF COVE[ /i .v i g. 30 IN. _-�—� CONCRETE POURED TO UNDISTURBED PRESSURE —TREATED NOTES SOIL PLYWOOD 1. COAT ALL EXPOSED THREADS WITH COAL TAR ENAMEL BEFORE BACKFILL. 2. THRUST BLOCK HEIGHT EQUAL TO PIPE DIAMETER. 3. BLOW -OFF TO BE LOCATED AT. ALL DEAD END LINES, AS REQUIRED BY i.R.C.D.U.S. 4. ECLIPSE 140. 85 BLOW -OFF AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDRY CO., ST. LOUIS, MO. MAY ALSO BE USED. 5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE IRCDUS. ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. 2" BLOW —OFF - A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED BY THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES AND FIRE DEPARTMENTS SINCE OTHER METHODS MAY NOT IRON HANDLE REMOVE LARGE ROCKS, CANS, BOTTLES, AND OTHER DEBRIS FROM BRASS SCREW MAINS, ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES MUST IRON CAP BE INSPECTED AND TESTED TO ASSURE NO SUCH FOREIGN OBJECTS BRASS ELBOW ARE IN THE FIRE FLOW. BRASS NOZZLE - NO FLUSHING OF THE LINE IS ALLOWED WITHOUT THE USE OF A TEMPORARY IRON SLIDE JUMPER CONNECTION. IRON NOZZLE SECTION PADLOCK PROVISION NOT SHOWN IN TRUE POSITION) SEE TEMPORARY JUMPER ALUMINUM COVER /�� CONNECTION DETAIL PUMP CONNECTOR / \ THIS SHEET BRASS PET COCK / BEND & PIPE MAY BE USED FOR FULL FLOW EXIST. MAIN FLUSHING ALUMINUM BASE 1/4" COPPER TUBING NEW WATER MAIN EXIST. OR NEW GATE VALVE LIMITS OF FLUSHING 3/8" BRASS PIPE 1" GALVANIZED PIPE BRASS PLUNGER NOTES "0" - RING 1/4" BRASS ELBOW 1, GAUGE SHALL BE INSTALLED UPSTREAM OF FLUSHING POINT, RUBBER SEAT PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P,S,I, BRASS LOCKNUT BRASS VALVE BODY 2, PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS, w/ 3/4" F.I.P. INLET 3, COUNTY PERSONNEL SHALL, AFTER PROPER NOTIFICATION, BE PRESENT FOR ALL FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES, (BACTERIOLOGICAL) PERMANENT SAMPLING POINT (FLUSHING) CONNECTION W-19 / W-13 +`F 18 MINIMUM DISTANCE'< _ r CONCRETE SUPPORTS (OR, APPROVED BY RCDUS) SECTION NOTES- WATER MAIN 1, ALL riOMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDINU SPRINKLERS MUST HAVE III-RSEY MODEL D, D. C, II L/A PATTERN 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, THE IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. 2, DETAIL SHOWN CAN BE M01]IFIED AND APPROVED BY THE DEPT. OF UTILITY SERVICES FOR EACH INDIVIDUAL PROJECT, DOUBLE —DETECTOR CHECK VALVE ASSEMBLY M CONC. ENCASErru_Nr s' tiiN. - SHOP DRAWINGS SHALL BE -SUBMITTED FOR APPROVAL TO :c ENGINEER AND I.R.L. U ILI" DEPT. PRIOR TO CONSTRUCTION.. eETwEEN OUTSIDE DIAMI TEA) � - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSeON OF THE "INDIAN FIVER COUNTY WATER AND WASTEWATER UTILITY of PIFIE r rP _ _ STANDARDS, JANUARY 1997." WHERE MATERIAL OR INSTA= .LAIION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLIC."TTON SHALL BE REFEFENC[ D. -� �_ �- - THE CONTRACTOR SHALL NOTIFY SELLSOUTH, G.T.V., FLOI:I[?f, POWER AND LIGHT, CITY OF VERO EEACH UTILITIES, R4DiAPi SEWER RIVER COUNTY UTILITIES,U.N.C.L.E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIG 3 TO CONSTRUCTION AND SHALL WATER MAIN _/ ALL EXISTING UTILITIES LOCATED IN THE FIELD. ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFIL RAT )N/ INFILTRATION, LAMPING, T.V. INSPECTION, SECTION A -A UTILITY OTHER AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADO! "'I D SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY TTIE . THAN SEWER CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL ; ,TING%INSPECTIONS, AND ;:IVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SANITARY—. \ CONCRETE SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULiE RIOR TO ANY REQUEST FI1R PAYMENT. SEWER ENCA`FMENT - A PERFORMANCE BOND SHALL BE PROVIDED BY THE COya??ACTOR (25% OF VALUE >F MATERIALS/LABOR) TO INDIAN RI'VEF1 CONCRETE COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GU ^ IANTEE THE UTILITY S"STE! I FOR ONE (1) YEAR. ENCASEMENT THE CONTRACTOR WILL PROVIDE SURVEYED "AS -GUILTS (= UTILITY CONSTRUCTION DRAWN IN ACAD R12, AND TIED TO STATE SECTION WATER MAIN I � 2'-0" MIN. PLANE COORDINATES, ALL IN ACCORDANCE WITH INDIAN { 4 Z[2 COUNTY UTILITY SPEC FICATIONS, PUBLICATION REFERENCED A60VE, EXISTING GATE VALVE AND IN ACCORDANCE WITH PERMIT CONDITIONS. WATER __V0 WATER MAIN NOTES - -� INE BE OVERWATER TOP I A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS OF SEWER BETWEEN EXISTING ACTIVE WATER MAIN AND THE PROPOSED WATER MAIN IMPROVEMENTS, A WHERE POSSIBLE. t\' A A 2. THIS DETAIL IS T❑ BE USED FOR FILLING NEW WATER MAINS OF ANY SIZE - FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 8' IN DIAMETER AND PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. CLASS 1 CLASS 2 3, THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, I FLUSHING, TESTING AND DISINFECTION OF THE NEW WATER MAIN HAS BEEN ENCASEMIENT DETAILS SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE HAS BEEN RECEIVED FROM THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (F, D, E, P,) AND ANY NOTES N.r.s. OTHER PERTINENT AGENCIES. 4, ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE TEMPORARILY 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN R N PIPE MAY BE USED PROVIDED AS REQUIRED. & SEWER IS LESS THAN 18 INCHES. DUCTILE I 0 IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A 5, PIPE AND FITTINGS USED FOR CONNECTING THE PIPE TO THE EXISTING PIPE LENGTH PIPE CENTERED AT POINT OF CROSSING,TO SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA NOTES DIS FROM THE WATER R LINE. JO INTS AT A MAXIMUM DISTANCE LOCATE O NOTES 6, C651, 1992 EDITION. * THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE 1. _- WITH THE USE OF A 2' JUMPER, A CORPST❑P WITH SERVICE SADDLE 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. * 1, FIRE HOSE ADAPTER TEE SHALL BE A MINIMUM DISTANCE OF 5 TIMES THE PIPE DIAMETER DOWNSTREAM OF TURBD-METER. DOUBLE DETECTOR CHECK BACKFLOW DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN 3. WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES 7. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 8' IN DIA , THE C❑NNECTI❑N. SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED TIE IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED ITS ENTIRE LENGTH. POSITION BY THE UTILITY COMPANY, THE TIE IN VALVE SHALL REMAIN CLOSED & LOCKED UNTIL THE NEW SYSTEM HAS BEEN CLEARED BY F, D, E. P, , 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATER MAIN (OR FORCE MAIN) THE WATER LINE (OR FORCE MAIN) SHALL BE CLASS ' 2 D.L.P. OR CONCRETE ENCASED. MOBILE METER TEMPORARY TEMPORARY UTILITY ENCASEMENT TESTER SETUP JUMPER DETAIL JUMPER SCHEDULE .DIAGRAM DESIGNED DRAWN D. L. R . JOB NO. §3AUFE;`0NE:?)EUFP_3) THE T TRA QE `�ENTEF­0 SID CHECKED #N U FV ll lail V• EU tl I` -DO '/U V !f 1J UT11LU F Uy 0EEET # AND (WATER) DATE SCALE DATE DESCRIPTION BY 12/15/97N.T.S. REVISION JOnEPri L K IF-: CONSULTING ENGINEER — REG. NO, z 7048 TELEPHONE (561) 231-27 ' % 589-079 ) P.O. BOX -176 VdABASL. 32970 DRAWING NO.. B S ITC Wxd ,I SHEET 7 of 4" CAP TOP OF CAP TOP OF CAP 4" CAP AT GRADE AT GRADE PROPERTY L_IL4E (TYP') (TYP.) �OF ROAD CROWN ELEVATION OF ROAD PROPERTY - 4" CLEANOUT MIN. SLOPE 1 4" PER FT. LINE PIP � STAND „ E � USE GREATER SLOPE 4" CLEANOUT , S WHERE POSSIBLE STAND PIPE _.III " �., 6 X4"� � 6 X4 SSWEEP 6 CAPWEEP ELEVATION DEPTH TO BE DETERMINED IN THE FIELD AS REQUIRED TO 4" CLEAN OUT �ING"E-SERVICE AVOID UTILITIES. (TYPE) STAND PIPE '"'104L DOUBLE SERA , WRAP WITH n�cw. DETECTION TAPE STANDARD "Y" BRANCHES 6" 4 CLEANOUT TO BE LOCATED IN THE FIELD, INSTALLED PLUG (TYP) WRAP WITH > % DETECTION TAPE / 4" CLEANOUT w w /� BENDS AS o- z 6"t _ REQUIRED « 7 PROPERTY tom'--4 'c� 4 OF SEWER MAIN TO BE ;< 6" DOUBLE "Y" ONE OF STREET UNLESS 1 OTHERWISE SHOWN ON PLANS 0. Z PLAN VIEW NOTE 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER, 2. USE COPPER WIRE, SEE DETAIL M-16 3. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. (SHALLOW SEWER) STANDARD LATERAL MANHOLE FRAME & COVER S-" LEVELING RINGS U.S. FOUNDRY DWG. NO, 420A 2 COURSES MIN, 5 COURSES MAX, CUT CLASSIFICATION HEIGHT 24 3J/4 a � FLIOCIBLE PLASTIC \ X RAMIdEO/EGASKET /SLOPE I o "o V/FT. g" 4'-0" I.D. I r �n OR 5 D � l A W A SEE PIPE D w \\ OPENING Y? z / FILL CONCRETE DETAIL > PIPE INVERT zy 4 6" MIN. .. ?� ' -- SEE MANHOLE EFFLUENT & INFLUENT DETAIL ELEVATION SNC I IUN A - TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE ENGINEER. STANDARD DEEP M.H. IWO] SPACE AROUND OUTSIDE OF PIPE - SHALL BE COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE OF PIPE. (FOR FIELD INSTALLATION) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE FOOT WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY KOR-IN-SEAL INC. (FOR PRECAST HOLES) F- H.P. ELEV. OF FILL CONCRETE 1 TO BE SAME AS O,D_ OF PIPE -G 6' TYPE MIN. 3" 5,'8 PIPE O.D. PIPE OPENING = PIPE O.D. + 6" ELEVATION PIPE OPENING DETAIL - DEPTH TO BE DETERMINED IN THE SINGLE SERVICE 9-2 FIELD AS REQUIRED TO AVOID AS SHOWN ON UTILITIES (TYP,) STANDARD LATERAL DETAIL 4" CLEANOUT & CAP 4" CLEANOUT & CAP DRAWING NO. S-1 STAND PIPE STAND PIPE 4 OF ROAD-\ PROPERTY PROPERTY LINE ELEVATION CROWN LINE OF ROAD IN TYPICAL TRENCH CONTOUR 6'x4' s 6`x4' SWEEP DURING CONSTRUCTIONSWEEP 6 BENDS AS REVD. -� E« - _I1}! 4b -\} 6 30' LONG RADIUS BEND /y� --3/4" q j GRAVEL - CBL. SERVICE AS SHOWN ON 7 \ CONTINUE GRAVEL BED STANDARD p w \ /g a. UNDER & PARALLEL TO LATERAL DETAIL I PIPE INTO UNDISTURBED DRAWING NO. $-1 r- SBED AND '-\e{ s � 17,4 SOIL TO PROPERTY LINE T `. #y STANDARD "Y" BRANCH PIPE INVERT TO BE LOCATED IN FIELD -ta SAND EXCAVATION 6" 3/4' GRAVEL 24" MIN. SECTION H-H ROCK EXCAVATION NOTES 1, 3/4' GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2, ALL LATERALS TO BE PVC (SDR35) AS SHOWN. (DEEP SEWER) MODIFIED RISER LATERAL STANDARD SEE MANHOLE 8-8 "T" BRANCH EFFLUENT & INFLUENT DETAIL SEE PIPE 8" 5,-0" I.D. S,: OPENING THREADED CAP DETAIL B - B ��\\ PIPE INVERT / SLOPE c't`+ w 1 STAINLESS STEEL 2 FT. 6" MIN. a STRAPS r' STANDARD LONG RADIUS ELBOW FILL CONCRETE FORMED. ELEVATION CTION B-B TO BE USED WHERE DROP IS 2' OR MORE NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING CFTAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; DRAWING NO. S-11. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE, 5, 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. TYPE "A" DROP MANHOLE ,q f SEE PIPE OPENING DETAIL (FOR FIELD - 24" FROM EDGE OF MANHOLE INSTALLATION) MAY TO OUTSIDE OF SELL BE PRECAST. OR P.E. JOINT (TYP) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES FILL CONCRETE AS MANUFACTURED BY KOR-N-SEAL OR APP. (FOR PRECAST HOLES), ELEVATION PIPE JOINT DETAIL AT MANHOLE NOTE PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS MANHOLE EFFLUENT & INFLUENT DESIGNED DRAWN D. L. R, DATE SCALE �. REVISION DATE DESCRIPTION I BY 12/ 15/9 ? I N . T. S . m U.S.F. DWG. NO. 420A OR EQUAL MANHOLE COVER. LETTERS MARKED "SANITARY SEWER". --7} CONCEALED WATERTIGHT PICKHOLE NOTES 22-3 4" 2" 1_r/ P//l 4 COVER 22-15/16" FRAME SECTION STANDARD MANHOLE CASTING SEE MANHOLE & INFLUENT D C 8 4'-O" I.D. Ir 5 /8" PIPE LD. PIPE INVERT - DROP LESS THAN 24" 1 / , (TY SEE PIPE FILL OPENING DETAIL CONCRETE FL�V>gTION TO BE USED WHERE DROP IS LESS THAN 2' NOTES 1. SEE MANHOLE NOTES ON DRAWING NO, S-4. onam- S-3 S-4 S-5 MANHOLE NOTES SEE MANHOLE EFFLUENT & 1. REINFORCING AREA OF 0.20 SO. IN./FT. FOR WALL SECTION, MIN, TO INFLUENT DETAIL MEET OR EXCEED A.S,T.M. A 185. 2. ALL CEMENT TO BE TYPE IL MANHOLE FRAME & COVER U.S. FOUNDRY ttt--- FINISH GRADE 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3.000 P.S.I. TO FEET OR EXCEED A S.T.M C 4 8. DWG. NO. 420A Z -� _ LEVELING R»+cs 2 COURSES MIN. X 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL CONCRETE TROWEL. � 43/4 �-- a COURSES MAX <t 2�w-r-IFC 0 � FINISHED SMOOTH WITH STEEL CONCENTRIC ---� CONE 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 6". o SEE PIPE 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR OPENING _IDETAILQ EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. D D cr SLOPE --- 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD, FILL CONCRETE - . ���`' Y' > V /FT. 2" \ 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP �\ CONNECTION REQUIRED. 4'-0" I.D. / 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL 8" 8"k" _ STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE 6'-4" 0.D. PIPE INVERT STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 11, 13UOYANCY CALCULATIONS SHALL_ BE REQUIRED FOR MANHOLES IN FLOOD ZONES. ELEVATION SECTION D-D 12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES. 14. 2 COURSES MIN., 6 COURSES MAX BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS. TO BE USED WHEN CUT CLASSIFICATION IS CO" OR LESS 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED AS REQUIRED BY I.R.C.D.U.S. 16, TRAFFIC BEARING LID ONLY. 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE NOTES AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 1, SEE MANHOLE NOTES ON DRAWING NO. S-4 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE 2, SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 FRAME/COVERS. 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO 3, SEE PIPE OPENING DETAIL DRAWING NO. S-10 THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE 4, SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 ENGINEERED TO A STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL LOAD (A.A.S.H.O. H-20). MANHOLE NOTES SANITARY SEWERS 8-9 PC>LY/INYL CHLQRFQ)E POPE GENERAL - POLYVINYL CHLORIDE (P.V.C.) GRAVITY SEWER PIPE CAN BE USED TO A DEPTH OF SIXTEEN FEET. GRAVITY SEWER PIPE AND FITTINGS - GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034-SDR 35, - FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. - POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. - MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-8). - ALL WES, FITTINGS, LATERALS AIJD MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. - THE PIPE SHALL BE GREEN IN COLOR. JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212. TESTING - INSPECTION SHALL BE BY USE OF A SELF CONTAINED TELEVISION SYSTEM AND LAMPING, IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY STANDARDS. - EXALIRATION OR INFILTRA11ON TESTS WALL BE REQUIRED ON ALL PIPE, AS DETERMINED BY UTILITY DEPARTMENT PERSONNEL. ACCEPTABLE LEAKAGE TESTS WILL NOT EXCEED 100 GALLON/INCH DIAM./DAY/MILE OF SEWER PIPE. INSTALLATION - INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. - PIPE MUST BE LAID IN A TRENCH FREEOF STONES, ROCKS, OR OTHER DELETERIOUS MATERIALS TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE. BACKFILL SHALL BE TAMPED IN 12" LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95% OF THE MAXIMUM DRY DENSITY. DENSITY TESTS SHALL BE PERFORMED ON THE BACKFILL AT A MAXIMUM OF 200 Ft. INTERVALS. - ALL PIPE TO BE INSTALLED WITH A MINIMUM GROUND COVER OF 36". PROPOSED GRAVITY SEWER FROM TO DIA LENGTH VELOCITY MANHOLE MANHOLE (INCH) (FT) (FPS) TYPE EXIST. M,H. MH-1 8" 48' GI ASTM D 3034-SDR35 MH-1 MH-2 8" 103, G1 ASTM D 3034-SDR35 MH-2 MH-3 8" 110' G1 ASTM D 3034-SDR35 v � NEZ- (4D LA-n5 AL`5 V' 4-10 � � I ASTM 17 303N - SL71235 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 1. ALL JOINTS SHALL BE RUBBER GASKETED AND SHALL BE SEALED BY ITS OWN COMPRESSION. 2. ALL CHA14GE IN DIRECTION SHALL BE ACCOMPLISHED VIA SEWER MANHOLE. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. . MAXIMUM FLOW FOR THE ENTIRE PROJECT AT BUILD -OUT IS 3,7 (PEAK HOUR). THIS DOES NOT GOVERN THE SIZE OF THE SEWEi' OR CORRESPONDING SLOPE BASED ON APPROPRIATE VELOCITIES. RATHER, MINIMUM SLOPE AND SIZE CRITERIA AS GOVERNED BY LOCAL UTILITY. C ENEFiAL LMLrrY NOTES: - ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH "INDIAN RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JANUARY 1997.' "U" - UTILITY CONSTRUCTION IS SUBJECT TO INDIAN RIVER COUNTY' UTILITY PERMIT AND F.D.E.P. PERMIT CONDITIONS. pD T P E DROP MANHOLE SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER AND I.R.C. UTILITY DEPT. PRIOR TO CONSTRUCTION. "INDIAN I�/ - THE FOLLOWING SPECIFICATIONS ARE AN ABBREVIATED VERSION OF THE RIVER COUNTY WATER AND WASTEWATER UTILITY STANDARDS, JANUARY 1997." WHERE MATERIAL OR INSTALLATION SPECIFICATIONS ARE NOT INCLUDED BELOW, OR ARE NOT CLEARLY UNDERSTOOD, THEN THE AFOREMENTIONED PUBLICATION SHALL BE REFERENCED. - THE CONTRACTOR SHALL NOTIFY BELLSOUTH, C.T.V., FLORIDA POWER AND LIGHT, CITY OF VERO BEACH UTILITIES, INDIAN RIVER COUNTY UTIUTIES,U.N.C,L,E. AND ANY OTHER UTILITY PROVIDERS 48 HOURS PRIOR TO CONSTRUCTION AND SHALL HAVE ALL EXIS LING UTILITIES LOCATED IN THE FIELD. - ALL REQUIRED TESTING (PRESSURE TESTS, DISINFECTION/ BACTERIOLOGICAL, EXFILTRATION/ INFILTRATION, LAMPING, T.V, INSPECTION, 1 S-'12 AND OTHER TESTS OR INSPECTIONS REQUIRED IN THE ADOPTED SPECIFICATIONS) SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. THE ENGINEER SHALL BE PRESENT FOR ALL TESTING/INSPECTIONS, AND GIVEN 24 HOUR PRIOR NOTICE. THE ENGINEER SHALL BE GIVEN COPIES OF ALL TEST/INSPECTION RESULTS PRIOR TO ANY REQUEST FOR PAYMENT. - A PERFORMANCE BOND SHALL BE PROVIDED BY THE CONTRACTOR (25% OF VALUE OF MATERIALS LABOR) TO INDIAN RIVER FINISH GRADE OR COUNTY AT THE CLOSE-OUT OF THE CONTRACT, TO GUARANTEE THE UTILITY SYSTEM FOR ONE (1S YEAR. "AS ASPHALT PAVEMENT ASPHALT PAVEMENT - THE CONTRACTOR WILL PROVIDE SURVEYED -GUILTS" OF UTILITY CONSTRUCTION DRAWN IN ACAD R12, AND TIED TO STATE PLANE COORDINATES, ALL IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITY .SPECIFICATIONS, PUBLICATION REFERENCED ABOVE, AND IN ACCORDANCE WITH PERMIT CONDITIONS. W c 0 \ FORCE MAIN N \ \\ 36%36"x6" THK ---- CONC. PAD W/ 4" THREADED BRASS11 THREADED \ 6 x6 10/10 VV.W. CLEAN -OUT CAP d d. d �5_ o".D_ III -►I 111E fl CUT HOLE (PRESSURE V4" 'TEST PRYOR TO STAINLESS STEEL STRAPS SLIPxTHREAD SEALING WITH CLEAN -OUT COUPLING NON -SHRINK GROUT). PAVING, BASE COURSE, AND COMPACTION AS PER 4" PVC PIPE GRAVITY TYPICAL TRENCH DETAILS CLEAN -OUT SEWER STANDARD LONG - RADIUS ELBOW- 1+ ' 6" PVC f rt s" MIN. (TYP.) SERVICE LATERAL--- �'; DEPTH AS PER PLAN NOTES NOTE: AT NON -TRAFFIC BEARING AREAS, CONC. PAD IS NOT REQUIRED, AND CAP 1. SEE MANHOLE NOTES ON DRAWING NO, S-4. MAY BE PVC. 2, SEE PIPE OPENING DETAIL DRAWING NO. S-10, 3. SEE MANHOLE EFFLUENT & INFLUENT TYPICAL CLEAN -OUT DETAIL DETAIL DRAWING NO S-11 4. 2" AIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE ENGINEERED TO A STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL LOAD (A.A.S.H.O. H-20). FORCE MAIN TIE-IN N.T.S. STANDARD SHALLOW M,H, I lu MANHOLE FRAME ye COVER =1 - i �- SEE MANHOLE U.S. FOUNDRY DWG. NO. 420A j EFFLUENT & OPENING MAY BE Cl"FSET INFLUENT DETAIL o < o c � oc or ;- } 0 c o c Jr \ ORr ING ADDITIONAL REINFORCING / BARS REQUIRED AT OPENING, SLAB TO BE UI I� TRAFFIC BEARING LEVELING RINGS PLAN) 2 COURSES MIN, 6 COURSES MAX. - RAMNECK GA`;':`_T OR EQUAL •' -- '' oo X z C G t < O J SEE PIPE OPENING 'a DETAIL 6" I,1111. - > FILL CONCRETE. - ' �' `' '.� � ��;_ co ELEVATION PIPE INVERT TO BE USED ','HEN CUT CLAS SIFIC; TION IS 6.0 OR LESS NOTES 1. SEE MANHO' E NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING )RAMNG NI S-3. 3. SEE PIPE CPDNING DETAIL DRAWINC NC S-10. 4. SEE MANHOLE FFFLUENT & INFLUEt T D--TAIL D }WING NO. S--11. SLAH T(a MANHOLE JOB N0. C7 Q C� �El"IQE TRADE ®____) % � �C -' E/ CHECKED pN # N WE UNT kJT#L# EF b V D A:#LS AND ��� ��� ������ Q �1 '�p CONSULTING ENGINEER - RE N0. 47048 TELEPHONE (5,61) 1) 231-257' / 589-0793 P.O. BOX 176 WABAS`:1_J 32970 DRAWING NO, [1831)STU C�W'M SHEET .� 0 �.0 T s XIM - PROVIDE RENC-I ! °� SLCPE REQ'D. GRADE � CV - ? 6" MAX. LAYERS OR OTHER APPROVED MAINTAIIJ TRE`JCH METHOD TO ACF-1EVE WIDTH 2'-0' ABOVE yb o COMPACTION :� IOF' OF P1 E - SEE NOTE 4 =� MAXIMUM WATER LEVEL } --- 4" MAX. ALLOWABLE DU RING / LINERS S PJ A { r 95%ED CONRUCTIO T FT I 3/4 DiA, BEDDING ROCK 2„ 1 Pj E OR PEA ROCK WHERE 7 UNDISTURBED CONDITIONS REQ'D. TF2ENCH WIDTH SOIL W NOTES 1. WHERE SOIL CONDITIONS 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 A.A.S,H.T.O. T-180. 4• MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 5. TRENCH WIDTH 'W" = PIPE Q.D. PLUS 2'-D'. 6. NUMBER 14 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL YvRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL M-16. 7, ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. (UNPAVED AREAS) I-RENCH DETAIL EXISTING TRENCH WIDTH 'V + 4' MIN. BASE - SURFACE RESTORATION 6" MECHANICALLY MIN SAW EXISTING PAVEMENT 2 /T/ //7/ -----i////!/!!!//! % o U REPLACEMENT SEE NOTE 6 - - --- LIMEROCK BASE w 9 3 LIFTS AT 6" MAX. LAYERS OR $%d1CTI0N OTHER APPROVED METF-OD TC'1 ACHIEVE 95 COMPACTION MAX, WATER LEVEL 4" IviA{.- \ li - ALLOWABLE DURING LAYERS ; . �� / CONSTRUCTION AT 5,� E3LDDING ROCK ",: � •._: / ���.��, 3/4" DIA. BEDDING ROCK 12" D. PIPE 12" OR PEA ROCK WHERE UNDISTURBED SOIL CONDITIONS REQUIRE O. TRENNCH WIDTH 'w' NOTES 1. YMERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION, 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER 7'0 A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS. 6, MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 8. NUMBER 14 SINGLE CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL M-16, (PAVED AREAS) TRENCH DETAIL GRADE -6 OBSTRUCTION �c, 36" MIN. COVER �� \y RESTRAINED _ _.�� PRESSURE MAIN JOINTS�- --- 45' OR 2 1 /2' ENCASE AS REQ'ID.--�� NDS BEtm.J.) SPECIAL- UTILITY CROSSIPJG - FITTING TYPE 18" MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CAN140T BE OBTAINED. GRADE eLOPE TO �-- OBSTRUCTION 36 MIN. COVER --�- SEE NOTE NO. 2 --� '�� � �- PRESSURE MAIN FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH ENCASE AS REQ'D. POINT PIPE AT STANDARD UTILITY CROSSING - DEFLECTION TYPE NOTES 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE, ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CR❑SSING BE ALL❑WED, 2, C❑NSTRUC'f STANDARD CR❑SSING NOT TO EXCEED 75% OF THE MANUFACTURE'S MAXIMUM J❑INT DEFLECTI❑N, 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM.) 4, OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY hR,C,D,U,S. 5, USE (ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. D.I.P. WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. UTILITY CROSSINGS M--12 OPENING DIAMETER OPENING DIA PLUS 2' TANG PARTIAL PLAN SIZE AND LOCATION OF TOP O SO, IS REINFORCING EIN O CING AREA OF MANHOLE AS REVD. 6' MIN. REINFORCED --� CONCRETE WALL JLATOR REQUIRED (CASCADE F R WHERE CONDITIONS PERMIT THE LOWEST PONT OF CONFLICT MAIN I�^' 12' MTft. CASING PIPE 2''"-'S�� AT OR ABOVE t OF GRAVITY MAN a - I FEW UTLNY MAIN (NO JC1NT9 INSIDE MANHOLE) .: � ,,,,,".•s NEON OR MASONRY SER1. REOUIREO. CRa T SLOPE TO AVOID SHADED AREA EQUAL �/ /,�� 4'/'/ '' / STANDING WATER TWICE SEof THE aae "� / '%i / // % / OR OTHER TYPE '�" -•-_ „T,.i,,. GRAVITY MAIN AS REWIRED - 8" MIN. �1 T BASE SLAG MINIMUM STEEL STORM SEWER AREA Or 20 S'Q. IN,/FT.. ORTIN OR OTHER TYRE GRAVETY MAIN SECTION NOTES 1. CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED BY IRCDUS. 2, CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING GRAVITY WASTEWATER SYSTEMS. 3. CASING PIPE TO BE D.I.P. OR STEEL. MINIMUM STEED CASINGS: CARRIER PIPE PIPE DIAMETER CASING THICKNESS 4" 12" 0.18" 6" 14" 0.25" 8„ 101, 0 25" 1 oll 1,3" 0. 25" CONFLICT MANHOLE REVISION I DATE I DESCRIPTION M-7 ASPHALT SURFACE FINISHED GRADE 36" SQUARE --- I�- - ' 24" SQUARE -� TYPE POLYETHYLENE - (VISQUEEN OR EQUIVALENT) 24" MAX. --i NO. 30 CONTiN. �OFiCRETE- ONE (0 PAD COO NTIN. SLIDE TYPE__ c VALVE BOX SLIDE TYPE VALVE BOX TYPE 11 CAST IRON STAY -PUT COVER RAISED LETTERS MARKED: "WATER" AS APPLICABLE OR "SAN. SEWER" AS APPLICABLE MIX TYPE 1 PROVIDE EXTENSION AS SHOWN VALVE AND BOX CARRIER - PIPE (ALL 20*-0" RESTRAINED) TYP 2'-6' 5'-0" 5'-05'-0" 2'-6" CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS. CASING INSULATOR BY CASCADE WATERWORKS MFG. OR EQUAL, , STEEL CASING PIPE NOTES STAINLESS STEEL NUTS & BOLTS CARRIER PIPE 1. NUMBER OF INSULATORS AS PER MANUFACTURER'S SPECIFICATIONS. (BLOCKING DETAIL) JACK AND BORE DESIGNED DRAWN D.L.R. DATE SCALE BY 12/15/97 N.T,S. M M-3 FINISHED GRADE CON.;'. ENCASEMENT 6" MIIJ BETWFEN OUISIDE DIAMETERS 0- PIPE (TYP.) (� - -SEWER WATER MAIN SECTION A -A UTILITY OTHER THAN SEWER SANITARY CONCRETE SEINER ENCASEMENT CONCRETE ENCASEMENT _ 7 2' 0" MIN. WA A R Y- o - - WATER MAIN _ J _ WATER LIE v _ j` BE OVER TOP O --- - OF SEWER LINE WHERE POSSIBLE. -TICLASS 1 CLASS 2 ENCASEMENT DETAILS N. T.S. NOTES - -- 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3. INHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I,P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4, WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATER MAIN (OR FORCE MAIN) THE WATER LINE (OR FORCE MAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. UTILITY ENCASEMENT Yl V 24" X 24" X 6" THICK CONCRETE PAD AT EACH VALVE BOX WITH (1) - NO. 3 0 CONTINUOUS. (SHALL BE 36" X 36" IF LOCATED IN TRAFFIC WAY.) --_;, MARKED "WATER" OR "SEWER" AS APPLICABLE NOTES 1, VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. VALVE BOX PAD hI-14 V111.1"_ - Iv UUl.11Lt IMVIA M.J. ONE LENGTH MINIMUM CLASS 52 PIPE CARRIER PIPE SIZE STEEL CASING MINIMUM WALL THICKNESS 4" 12" .188 6" 14" .250 8" 161, .250 10" 18" -^ 250 12" 20" 250 16' 24" .250 20" 30" .312 24" 36" .375 30" 42" .500 90° BEND _ I I I i\�!\// CROSS WITH PLUG 11M 45° - 221 ° - 11-4° BENDS HYLOFEPL 6 v NE IN A SQUAB FYP,) D �_. TEE WITH PLUG UNDISTURBED EARTFH -� E!/� t\!/% ��:ir�\\�` A TYPICAL SECTION I NOTE LATERAL 1. POLYETHYLENE (VISQUEEN OR EQUAL SHALL BE PLACED BETWEEN CONCRETE AND PIPE. (MILLAGE TO BE DETERMINED BY IRCDUS). THRUST BLOCK DETAILS THRUST BLOCK SCHEDULE PIPE SIZE HOLD DIMENSIONS 150 P.S.I. TEST PRESSURE 90' 45' 221/' 11 1/' LAT. TEE PLUG INCHES E MIN. B A A A A A A C D E 4 10" 7" 10" 6„ 3" 3 7" 7" 10" 7" 8" 6 16" 10" 15" 8" 4" 4" 10" 10" 12" 10" 8" 8 20" 14" 18" 10" 5" 5" 14" 14" 14" 14" 12" 10 28" 16" 24" 14" 7" 7" 16" 16" 16" 16" 14" 12 30" 20" 26" 16" 8" 8" 20" 20" 18" 20" 20" NOTES 1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL, 2. ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING CONCRETE. 3, ALL WOOD UTILIZED FOR FORMS SHALL BE CREOSOTED 12 LB. EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPEC. T T IN - 556, OR PRESSURE TREATED LUMBER. 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE REPLACED WITH COMPACTED ACCEPTABLE MATERIAL. 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 P.S.I. CONCRETE. 6. ALL PIPES GREATER THAN 12" IN DIAMETER SHALL HAVE RESTRAINED JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATION DETAILED IN SECTION 13. 7. PIPES SMALLER THAN 4" SHALL USE THRUST BLOCKS SIZED FOR 4" PIPES. (THRUST BLOCKS) SCHEDULE AND NOTES 0M Restrained Length In Feet Each Side of Re y PIPE DIAMETER (INCHES) D. i, P. P. V. C. PIPE DIAMETER (INCHES) ' 90' 45' 22 � 11 1/* --�- 90- .15- 2g'f� 11 1;. 3" 4" 6" 8" 10" 12' 10" 20" 24" 30" 3" 30' 15, 10' 5' II 40' ( )0' 10, 5' 3" 0 0 0 0 0 0 O . 0 -0 0 4" 35• 15, 10' W -I 55' i 25' 15' 10' 4" 40' 0 0 0 0 0 0 0 0 0 e" 55' 2V 10' 5' Or" : ' 2V 10' e" 50, 45, 0 0 0 0 0 0 0 0 8" 65' 30' 15' 10' 90�� 20' 10' 8" 75' 70' 40' 0 0 0 0 0 0 10" 60' 35' 20' 10, lin I v - 25' 15' 10" 95' 9V 7V 40' 0 0 0 0 0 12" 95' 40' 20' 10' 1 C' ---55' 30' IV 12" 120' 115' 100' 75' 40' 0 0 0 0 � 18" 120' 5V 25' 1V 16^ 70' 3W 2V 16" 160' 15V 140' 125' 100' 70' 0 0 0 20" 150' 85' 30' 15' 20.0 i A.i 4V 2V 20" 200' 195'. 18V 170' 15V 13V 75' 0 0 ) 24" 180' 70' 35' 20' 210 90' 45' 25' 24" 160' 15V 150, 140' 136 92V 90' S0' 0 0 30" so" 190' 220' 80' 95' 40' 45' 20' 25, 250` '05, 0 1 0 50' 0 2V 0 30" 38" 195' 225' 190' 220' 185' 215' 180' 210' 174Y 205' 160' 195' 12V 180' 105' 150' 70' 125' 0 70' 42" 245'. 105' 50' 25' 0` 0 0 0 42" 245' 240' 23V 230' 225' 220' 205' ISO' 155' 105' 48' 260' 120' 60' 30' 0 I 0 0 0 48" 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' Restrained lengths for valves, dead on`s and branches from tees shall be the samo as for 90' de rae bends Length of restrained Joint for larger diameter pipe strained Length In Feet For Reducer MECHANICA'_ RESTRAINING JOINT SCHEDULE AND NOTES IDENTIFY UTILITY S.S. NIPPLE (TYP.) Nh9 TRAFFIC BEARING UTILITY M-10 Wil BOX AND TOP WITH LIFTING " SIZE OF MAIN (WATER OR SEWER) LEVER ACTUATED nR 1 6 GRADE DEVICE IN TOP, IDENTIFY 3" BRONZE DISC AP r".i•_ ED VALVE UTILITY 2' MIN. GRADE IN CONC. POST WATER L-DEPTH SERVICE (ROACIWA`f) GRADE (SWALE) (WASTEWATER) M AI N2" MIN. GRADE(ROADWAY) (SWALE) G" X 6 CONC. POS'36 COVER OF CQVER N0. 3 CONT, CONCRETE PAD 30' SQ. X 8" THK. W//I- I i i I I I III: I Tm _ VALVE BOX - 40. 3 CO T. z 1/8" DEEP LETTERS (WATER) - 2" STREET BRONZE DISC ATO BE CAST S S MFG. ELL 1^ATH AIR RELEASE ifl BY SHEIDOW BRONZE CO. LOCK -WING PLUG VALVE 1/2" P.V.C. Ih w CURB -STOP 1 CU. YC): 3/4" AND FITTINGS FINISHED GRADE .. v (WATER) GRAVEL OR 4'-0' MIN CRUSHED ROCK DUAL H-METER BOX 2" DIAMETER z STAINLESS STEEL CDR SYSTEMS 2" BRASS/COPPER CONCRETE/POLYMER BOX OR BRASS 2" DIAMETER (TRAFFIC BEARING) NIPPLE STAINLESS STEEL z ASS WATER MAIN WASTEWATER MAIN I OR 00 2" STAINLESS STEEL 2" BRASS/COPPER DOUBLE STRAP 2" BRASS CURB SERVICE SADDLE STOP DOUFILE STRAP SERVICE SADDLE 2" CORPORATION STOP (WATER) PLUG VALVE (WASTEWATER) PROVIDE OFFSET _ z SET POST IN CONGRFTE CUT OUT FOR OD . OF MAIN MAIN 1/2 CUBIC YARD NOTES DRAINROCK OR WATER MAIN 1. MARKER TO BE Ft ACED DIRECTLY OVER PIPE. NO lS 2. MARKER TO BE IISED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 1, AIR RELEASE RISERS AND VALVE BOXES TO BE IN A VERTICAL NOTES POSITI❑N AND PLACED AT SUMMITS IN THE SYSTEM. - 2, C❑AT ALL EXPOSED THREADS WITH A COAL TAR ENAMEL 1, AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE C❑NDITIONS MAKE IT INACCESSIBLE OR AS REQUIRED BY THE 3. VALVE BOXES TO BE TRAFFIC BEARING, I • R. C. D. U. S. 2• AIR RELEASE RISERS TO BE IN A VERTICAL P❑SITI❑N AND PLACED AT SUMMITS IN THE SYSTEM, ( MANUAL) (AUTOMATIC - WATER / SEWER) PERMANENT AIR RELEASE VALVE DETAIL AIR RELEASE VALVE DETAIL LAND MARKER ®® M-16 7 PJ6""15 NOTE: 1, TRACE WIRE IS REQUIRED ON ALL PIPE. p $" PLUS 1A 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. + STA 0 l 1 CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. T.O.P.T ?.63 NOTE: A MINIMUM TEXT SIZE OF 1/8" 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), 81 ?" P.V.,R-33 SHALL BE REQUIRED ON ALL WRAP W/3 ALTERNATING LAYERS OF SCOTCH "33" TAPE & COVER WITH 1 O' ":i;1. 0+37 AS BUILT SURVEYS. SCOTCH WATERPROOFING COMPOUND. fJ P EL 4 4l) 5• SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP 6. VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. R/W TO PUT CONTINUOUS TRACE WIRE I. 8" 1 /4" BEND UNDER BOLT, FIRST LOOSEN NUT, � I STA. Of 62 180' RETURN BEND THEN STRIP 3" MIN., WRAP ONCE PAVEMENT STRIP 3/4" OF MAIN AROUND BOLT, 1 TWIST, 2 WRAPS jI " T.O.P. EL. 4.42' 3 4" WIRE & 4" OF BRANCH "DO NOT UT WIRE" H 8" MAIN WIRE. TIGHTEN NUT AFTER WRAPPING ' �/- 3" DIP TRACE WIRE AROUND THE BOLT. 8" 1/8 BEND F.Af. UNDER W.M. STA. 1 + 15 0j MIN. 5 WRAPS W/ENCASEMENT F S T.O.P. FL. 4.89' STA. 123 P 18 SOLDER MAX, 10 WRAPS W.M. T.O.P. EL. 6.44 s 8" 1/8 BEND F.M. UNDER SAN. S. =1 AIR', RELEASE I STA. 14-22 F.M. T.Q.P. EL, 5.50 II 'IT- «I VALVE OVER F:M "`1 j T.O,P. FL, 6.52 SAN. S.T.O.P. EL. 8.40 STAINLESS STEEL I_ _ - STA. 1+38 A.R.V. 7A4P INSECT SCREEN -' _ W.M. T.0,R EL. 6.43 I j 8" SLEEVE DRILL OR THREAD OPENING BRANCH SPLICE DETAIL 1' I STA. f+28 STA. 122.25 OFFSET WITH °ENDS AND WELD CONNECTION 11 I T.O.P. EL. 5.32 FIPJISH GRADE I 3' P.V. AS REQUIRED ^� R-114 CORNER WOOD BACKSTOP REQ'D. IF / 9 R W x OF BLDG. MASONRY SEAL IS USED PUT WIRE UNDER BOLT s F. M, UNDER TEL. MECHANICAL OR MASONRY SEE DETAILS #14OVE. W v> F.M.T.O.P. EL. 5.35 COFInNuous �14 THHN � SEAL REQ'D. AROUND PIPE 6" SINGLE CONDUCTOR TO TEL. EL. 6.25 --� o w 17STRIP 4" MIN. COPPER TRACE WIRE R/W ^ __ __ HALF HITCH HALF HITCH ON STEP 1 BEHIND EACH EACH SIDE OF 8 P.V.,R-33 BELT., ALL VALVES 121 00 122+00 T.O.P. EL. 5.53 123+00 MAIN NEW STEEL CASING FINISH GRADE NO ES ----- 8": SAN, S. MIN, 3 TWISTS EP^?C / METER 6ax BRANCH SPLICE AT AI_L TEES, ! 1, ITALICIZED PRINTbV• SHOWN ABOVE REPRES7NTS THE MINIMUM INFORMATION FIRE HYDRANTS & SERVICE TAPS TO BE PROVIDED I+'.' T1-iE �i`& CONTRACTOR'S. SURVEYOR TO IRCDUS STEP 2 ,€14 THHN SINGLE CONDUCTO ON REPRODUCIBLE AS BUILT SURVEY. DRAWINGS) ALL AS BUILT SURVEYS COPPER TRACE WIRE, TO BE SIGNED, SEA_. ') AND DATED, SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A 3 li2" COHIPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST, MiN, 5 WRAPS RAU de& MH ENDTCH OF ai SERVICE TAPS, 2. BASELINE OF CONSTRICTION & STATIONING OF ITEMS TO BE ON THE 36" 48" .562 42" 60" .625 NOTES SOLDER STEP 3 48" 72" .625 1. LOCA-HON OF CASING VENTS TO BE DETERMINED BY THE ENGINEER �• NOTE: IF RETAINER GLANDS ARE REQUIRED, THE CASING IN TI-'E FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. 2. SEE BLOCKING DETAIL ON DRAWING N0. M-13.® STEP 4 MAIN LINE SPLICE DETAIL SIZE SHALL BE ADJUSTED ACCORDINGLY. TRACE WIRE DETAILS CASING (CASING VENT) N.T.S. INSTALLATION JACK AND BORE TRACE WIRE DETAILS DETAIL CHECKED pNL►�1i i1`v1 ! #WEE R C', 0U V U U l�T DE _,1.A. #L AND S EC1 # A IJ 11011 U (1111Ut1 CELL�,.6°�111 EOUS) CENTERLINE OF THE PIPE. 3. TOP OF PIPE ELEVAII??NS & STATIONING TO BE TYPED, LISTED, SEALED & SUBMITTED FOP THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS, 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOv •,:CH VALVE, 5, CONTRACTOR TO PRf';'IDE NAME OF BUSINESS OR RESIDENCE, STREET .ADDRESS, AND TAX '.,A NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. 6. AS -BUILT SURVEYS SHALL F,E TIED TO ONE P, R. M, PER EACH 1400 L, F. OF CONSTRUCTION `'TALL BE TIED TO TWO SECTION CORNERS, AND SHALL BE TIED TO THE I ?,C. G ORAL POSITIONING SYSTEM CONTROL (EXAMPLE) AS BUILT DRAWING �JO� V1Ylo. �nc ULRI= �D DRAWING No, CONSULTING ENGINEER - REG. NO. 4 048 � � ° TELEPHONE (561) 231-2533 / 589-0793 SHEET P.O. BOX 176 WABASSO I_, 32970 9