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2004 Admin Bldg & Police Evidence Compound (Box 2 #41)
REVISIONS: HOLLAND BUILDERS OF SOUTH FLORIDA, INC. 4860 N.E. 12th AVENUE FT. LAUDERDALE, FL 33334 PH: (954) 771-2210 2 c mkin I wo I ;IL44 1 w&ej � INDEX OF DRAWINGS C-1 CIVIL COVER SHEET C-2 EXISTING CONDITIONS & DEMOLITION PLANS C-3 SITE LAYOUT PLAN C-4 SITE GRADING & DRAINAGE PLAN C-5 SITE UTILITY PLAN C-6 OFF -SITE UTILITY PLAN C-7 SITE LANDSCAPE PLAN C-8 PAVING & DRAINAGE DETAILS C-9 PAVING & DRAINAGE SPECIFICATIONS C-10 WATER SYSTEM DETAILS C-11 WATER SYSTEM SPECIFICATIONS C-12 SEWER SYSTEM DETAILS C-13 SEWER SYSTEM SPECIFICATIONS C-14 LIFT STATION DETAILS & SPECIFICATIONS A-1 FLOOR PLAN 60 r�l A-2 ELEVATIONS A-3 ELEVATIONS A-4 REFLECTED CEILING PLAN A-5 ROOM FINISH SCHEDULE A-6 ROOM FINISH SCHEDULE HOME OF PELICAN ISLAND A_7 DOOR SCHEDULE A-8 DOOR SCHEDULE A-9 WINDOWS AND CASEWORK A-10 BUILDING SECTIONS A-11 SECTIONS A-12 SECTIONS A-13 SECTIONS A-14 SECTIONS • ENGINEERS: MOSBY & ASSOCIATES, INC. 246514th AVENUE VERO BEACH, FL 32960 PH: (772) 569-0035 ARCHITECT: C.E. BLOCK ARCHITECTS, INC. 900 21 st STREET VERO BEACH, FL 32961-1206 PH: (772) 569-3799 S-1 FOUNDATION PLAN AND NOTES S-2 DETAILS & SECTIONS S-3 FRAMING PLAN & CUPOLA E-1 ELECTRICAL LEGEND E-2 ELECTRICAL SITE PLAN E-3 LIGHTING PLAN E-4 POWER PLAN E-5 LIGHTNING PROTECTION PLAN E-6 PANEL CALCULATIONS E-7 ELECTRICAL RISERS E-8 DETAILS & FIRE ALARM RISER M-1 HVAC PLAN M-2 EQUIPMENT SCHEDULES M-3 DETAILS PS-1 PLUMBING SITE PLAN P-1 PLUMBING PLAN P-2 SANITARY RISER DIAGRAM P-3 DOMESTIC WATER RISER P-4 FIXTURE SCHEDULE & DETAILS MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS: O.C.I. ASSOCIATES, INC. 427 CENTERPOINTE CIRCLE, SUITE 1825 ALTAMONTE SPRINGS, FL 32701 PH: (407) 332-5110 U ._ � ~ ,., N ti O N 4- U Nti U M O4) rn m � jQ OL N > N W ~ CU Z O s J U. Z ® H Z W Q y cn Lu U) ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1 /4" =1' SHEET NO: COVER OF 12 SHEETS LOCATION MAP Jacck onville a s ee SEBASTIAN ensacola AdUNICIPAL AIRPORT Go n vill Daytona Beach t Titusville Ian o 0 50 100 150 APPROXIMATE SCALE IN MILES To pa Vero Beach West Palm Beach i For" ers Fort Lauderdale Q Miami 4 1 2 e s e a Key West Sebastian, Florida HOME OF ELICAN ISLAND . • OV CONTRACTOR HOLLAND BUILDERS, INC 4860 NORTHEAST 12TH AVENUE FT. LAUDERDALE, FL 33334 ENGINEER MOSBY AND ASSOCIATES, INC 2455 14TH AVENUE VERO BEACH, FL 32961 ARCHITECT C.E. BLOCK ARCHITECT, INC. 2044 14TH AVENUE VERO BEACH, FL 32961 LIST OF DRAWINGS C 1 COVER SHEET C2 EXISTING CONDITIONS & DEMOLITION PLANS C3 SITE LAYOUT PLAN C4 SITE GRADING & DRAINAGE PLAN C5 SITE UTILITY PLAN C6 OFF -SITE UTILITY PLAN C7 SITE LANDSCAPE PLAN C8 PAVING & DRAINAGE DETAILS C9 PAVING & DRAINAGE SPECIFICATIONS CIO WATER SYSTEM DETAILS CI I WATER SYSTEM SPECIFICATIONS C12 SEWER SYSTEM DETAILS C 1 3 SEWER SYSTEM SPECIFICATION C14 LIFT STATION DETAILS & SPECIFICATIONS ilk VICINITY MAP 0 0.25 0.5 1.0 \ APPROXIMATE SCALE IN MILES 9g SECTION 31 TWP. 30 S., RNG. 39 E. CONSTRUCTION SAFETY FLAG NOTE: SAFETY FLAG SHALL BE PROMINENTLY DISPLAYED ON ALL CONSTRUCTION EQUIPMENT. 20" x 20" MIN. ALTERNATING ORANGE AND WHITE FLAGS (ONE EACH PER BARRIDADE REQ'D) SUPPORTED TO ALWAYS BE IN THE EXTENDED POSITION AND ORIENTED AS SHOWN BATTERY POWERED FLASHING OR STEADY BURNING YELLOW OR RED LIGHTS (TWO REQ'D) EXCEPT AREAS SUBJECT TO NORMAL SHALL HAVE RED LIGHTS 8"x 8"x 8" LUMBER OR CROSS —TIE ALTERNATING 4" WIDE REFLECTIVE ORANGE AND WHITE BANDS NOTE: MAXIMUM HEIGHT OF TYPE 1 BARRICADE WILL BE 36 INCHES CLEARING AND GRUBBING: CLEARING AND GRUBBING SHALL CONSIST OF COMPLETE REMOVAL AND DISPOSAL OF ALL BRUSH, STUMPS, ROOTS, GRASS, WEEDS, AND ALL OTHER OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACES OR WITHIN A 3" DEPTH OF THE FINAL GRADE ELEVATIONS OF THE AREA TO BE CLEARED AND GRUBBED. ALL DEBRIS SHALL BE HAULED OFF AIRPORT PROPERTY AND DUMPED AT AN APPROVED DISPOSAL SITE. THERE WILL BE NO BRUSH OR TREE BURNING ON THE SITE. WORK BY OTHERS ON THE AIRPORT: WORK BY OTHERS ON THE AIRPORT MAY INCLUDE ANY OR ALL OF THE FOLLOWING: AIRPORT DRIVE EAST CONSTRUCTION, SECURITY FENSING AND AUTOMATED GATE CONSTRUCTION, OBSTRUCTION CLEARING RUNWAY 9-27, AND RUNWAY 9-27 REHABILITATION AND PARELLEL TAXIWAY "B" CONSTRUCTION. C W N o m to W W N 0 Z Q D O ' 0g ? a� 1 � 4x— � N a1400 LL _ m G °C N O a m N 0 2 il) z z 0 Q f— J a z z 0 0 I— (j J z 0 W 0 X W c z 0 00 za ®0 0 5 a m w o� azz UJ N � a (j) W m � U m 2 O �a 0 z 4 EXISTING CONDITIONS & DEMOLITIONS PLANT .C2 OF 14 6' HIGH CHAIN LINK W/ 1 RE-B-E...Ta MAT EXI SI TN G 5' n I c I n I �I ' I s� c ar +I �F i � � I Ic i I I 24" WHITE STOP BP STOP SI 24' rn 5 0 20' 0 0 cn Qct I SIGN SITE INFORMATION OWNER CITY OF SEBASTIAN C/O JESUS M. VIERO GENERAL SERVICES ADMINISTRATION 1225 MAIN STREET, SEBASTIAN, FLORIDA 32958 SITE DATA SITE AREA = 176,048 SF= 4.04 Ac = 100% BUILDING AREA = 13550 SF = 0.31 Ac = 8% PAVEMENT AREA = 32923 SF = 0.75 Ac = 18.5% TOTAL IMPERVIOUS AREA = 46473.15 SF = 1.06 Ac = 26.2% TOTAL OPEN AREA = 129,575 SF= 2.98 Ac = 73.6% I � PARKING DATA I PARKING REQUIRED = 43 REGULAR SPACES AND 2 HANDICAP IPARKING PROVIDED = 43 REGULAR SPACES AND 2 HANDICAP SITE ADDRESS I 202 AIRPORT DRIVE EAST (ADMINISTRATION BUILDING) 201 AIRPORT DRIVE EAST (POLICE EVIDENCE COMPOUND) ' SEBASTIAN, FLORIDA 32958 11 SPACES �� c 01 ' =110 ---------- H�------------------------------------- OVERLAY EXISTING ASPHALT TAXIWAY WITH 1" OR TYPE S—III ASPHALT. CLEAN EXISTING SURFACE AND APPLY TACK COAT PRIOR TO OVERLAY 1 SPACES 010' =11 0 LIMITS OF OVERLAY—\ LIMITS OF ONSITE IMPROVEMENTS REFER TO SHEET C6 FOR OFF —SITE IMPROVEMENTS FLOOD ZONE ZONE 'Y' WASTEWATER SOURCE INDIAN RIVER COUNTY FORCEMAIN WATER SOURCE INDIAN RIVER COUNTY WATERMAIN ZONING AIRPORT INDUSTRIAL PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL CITY OF SEBASTIAN BUILDING PERMIT APPR( FAA AIRSPACE PLAN APPROVAL FAA AIRSPACE STUDY APPROVAL FDOT CERTIFICATION IRC UTILITY PERMIT FDEP WATER PERMIT. FDEP SEWER PERMIT FDEP NPDES NOTICE OF INTENT AL -1CNInI*ILoIW d' o o 0 �o i 04 J a N � Q QQ rl;Il o m of m Q 1 1.918 U z WF. N � w�c�� s U U Z 00 i0 O Sao bIN VJ w Z I. -Lei. IS ..N _; n zIN ® N �A ® = LL G °C a m SO. G y z � o H 0 a. aoz z Z m �. Lu W Z N � 0 o Q z Q a m W cn N v 1"=20'—Of' SITE LAYOUT PLAN EXISTING DITCH 1 x 18.2 17.50 � � 17.00 x 19 0 18 6 INSTALL MITERED END 17.20 CONSTRUCT DIT TO MATCH EXISTING INV= 18.20 21.50 CONSTRUCT DITCH TO MATCH EXISTING 20 20 5 .5 20.3 x 175 EXISTING DITCH 18.5 . EXISTING DITCH 11 SPA,ES01'-110 ct 20.5 20.0 I 21.14 INSTALL MITERED END i x 20.4 INV= 19.20 LIMIT OF OVERLAY OF S ? �° -21 0 8.1 91.0 0 21.14 20. 20. 19.0 INSTALL MITRED END 19.0 INSTALL MITE ED END INV= 17.70 INSTALL MITERED END INSTALL MITERED END INV= 19.00 INV= 19.00 INV= 19.00 OVERLAY EXISTING ASPHALT IWAY -9 17 7 STORMWATER WITH 1'° OR TYPE S-III ASPHALT. MANAGEMENT TRACT CLEAN EXISTING SURFACE AND APPL -9 Q 0 TACK COAT PRIOR TO OVERLAY -� ' I Tt K Mom' O C "0 TJ: dr f II a rr-1 i �- STORMWATER N CONCRETE WEIR INV 20.00' ' Q o a z MANAGEMENT TRACT o n B m ,i � x 19.9 73 x xi x172 x19,7 1g.2 ITl EXISTING SWALE NOTE: UNSUITABLE SOILS EXIST WITHIN DRAINS TO GOLF COURSE THE LIMITS OF ' THE PROPOSED STORM;WATER MANAGEMENT TRACT. MASTER SYSTEM L DE REMOVED COM THESE SOILS SHALPLETELY T Z / FIVE OAMAXOF f VE (5) FEET BELOW PROPOSED POND BOTTOM. BACKFILL TO PROPOSED GRADE WITH GOOD,. CLEAN SAND WITH A HYDRAULIC CONDUCTIVITY OF 20 /HOUR MINIMUM VERIFICATION SHALL BE PROVIDED TO ENGINEER OF -RECORD A PRIOR TO AS -BUILT CERTIFICATION 21.14 21.14 30' 17' 92' 60' 176' i x19.3 x196 x16.9 "19.8 CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE x 19,7 ALONG LIMITS OF DEVELOPMENT AND SHALL MAINTAIN UNTIL DISTURBED AREA IS STABILIZED W/ ADEQUATE VEGETATION 21.00 19.80 lift I I 5. 20 } j 21.14 21.4 21.14 _ - 20.50 � 21.5 - •_ 20' 24' 20' I 1 " c •;, I N I I 1 r I I N I n x 19� x 18 19.60 x 20 1 c PI I a x 19.0 ROP.OSE� .. I 0 ct ADMISTATIVE B .ILDING _ I f. N I -o-- FFE = 22.00 1 21.14 r'' N i 21.49 .. ' 'a• e " .•• •••' .::v r ' r � 34 x195 x182 I 21.54 24' OF 12" AD N-12 = N W/MES INV = 19.5010 I OP SIGN � I j � I 2 � I O ,,� I ca 19.30 ( I m Q I tl c� I to I A I � •♦ � I 21.00 o N J 22.0 • I 1.6 ,- I N 21.9 I 11 SPACES 010' 110' *�2 k 3 x l o INSTALL MITERED END INSTAL' MITERED END 1 fi9.50 INV= 19.10 INV= 19.10 -- +.- j 19.30 19.50 19.30 ---- x 20.4 :20.4 2� " 20.4 •S N NEW GATE 46 LF OF 12" X 18" RCP 46 LF OF 12" X 18" RCP MATCH EXISTING PA VEMENT 17ELEVATION (20.2 + -) A k2 B X2 LIMITS OF ONSITE IMPROVEMENTS REFER TO SHEET C6 FOR OFF -SITE IMPROVEMENTS x 183 �O ""YO o�y ow vmi 04 2 O :E os 0 oN 0 II r V Z N uj Q W W N �. 21 V oza 00 O aO 14 CO)n YJ � r N N _ O o< G N Q = LL a a � d M} W Q z Q a Z Miami i 0 - a 0 Z Q w 0 Z � a D o o °G Q Q za m Q O W t} Z L-,j y F W m N Z ti W G Q " J CI a G z <t Z 1- Q Q m w GRADING & DRAINAGE PLAN .1"=20'-0" SHEET OF 14 03-429 1"=20'-0" 0 ® SITE UTILITY PLAN h 0 0 N a w w w a 8 2i NilCl112 IV 9-01 :2 � �ma`II : m a U z Vi W H � Q a0 o" U V z Q 00 owl o W a 0 co) H LL N R C0 Q W 1 V V w m O X z za0 IL a � � m 0 2 z Q a W H N 0 0 z D o z p a 0 Q N _g � � m Q F- U W z W Q N z W W y00 Qa J z c Q z ►_ Q a m w SHEET C51 OF 14 03-429 O \ o 0 �\ 1 I-0 N _--•—•—•—•—._._�.�._._ _•_, W I•I.I•. _ O • 'b LL 00 Z-ram "^^...., �• ` Ld Ld ! �.` ry 8i w04 �^I/� �•/• Q \�A "�•/lam o o m 0� m <t obe A- pN NN 0 0 X / c F�9 c jOyo ��` Rp�Lw \•\ Z r ° OFFSITE IMPROVEMENTS- MATCHLINE 1 TO 2 W � o W ON ` 0 Z O o 1 " = 30' -Off a (� o � � 0 0 W) ,A W z H U. V j Va Qram oLL �O c7 �-- _ = N Z d y4 a 0 � CC)8" 8" GATE VALVE PVC C-900 WATER MAIN L , _ c� co c- 6<. �� �� z o Z V} o ,, `' .-- 0 ,�. N I U CC NoJ N I Y' ._ • �\ I O I — _ AIRPORT -ROAD- EAST I O I O/ I I W .0",may' ,. , �� :— .. 2�,g I � / �6-` INSTALL UNDERGROUND 3 PHASE POWER r. 1 PVC C-900 FORCE MAIN 4" GATE VALVE� I w �% CONNECT TO EXISTING PHONE SERVICE Lij /,�• z" f // CONNECT TO EXISTING FIBER OPTIC SERVICE .' / J a ° IMPROVEMENTS- - OFI=SITE IMPROV EFTS MATCHLINE 2 TO 3 1" = 30' - Off J f- W LL �w I I LL Q Z O_ ROUTE PROPOSED WATERMAIN UNDER �� 1 EXISTING FORCEMAIN. PROVIDE 18" NET I � E z Oz 8" GATE VALVE " — 8 PVC C 900 WATER 00 MAIN 00 CLEARANCE MINUMUM. WATERMAIN SHALL BE A CONTINUOUS PE DIRECTIONAL BORE (NO JOINTS) A MINIMUM OF 10 FEET EITHER SIDE OF CROSSING. I ! z I Q I U W O N r �•-•-.-.-._._._._._._._.._._._._.-._._._._.-._._.-._._._._._._._.-._._._._._................................................................- N 66 LF OF PE DIRECTIONAL BORE ` I CONNECT TO EXISTINGci I WATER MAIN W/ $" TAPPING V Q Z 0 O—•—•—•—• w o a a o -!+:)- j-, •—•—•—•—•—._._._.—._._._._._._.—._.— — ——•—•—•—•—• — I ! — — -- — SLEEVE AND VALVE -ccto Q O m — -----------__— -- N — --- 04co ------------------ --- I-A] RPORT`ROAD-EAST Q - _____ _ ____-______ _____________�__--- ______— _—_._ ___-------------------------------- -- 4" FORCE MAIN (y CON�,JECT 73 I TAPE ING S EXISTING FORCE MAIN W/ 4 EEVE I AND VALVE — I �L I ' N co — W Z a U) ~ o RO OFFSITE FF IMPROVEMENTS- MATCHLINE 3 TO MAIN STREET O S IM � (� m Q SHEET 1 " = 30' - 0" C6 OF 14 03-429 LANDSCAPE DATA TOTAL TREES REQUIRED 1. INTERIOR TREES REQUIRED= 1 TREE / 5 PARKING SPACES) = 9 TREES 2. NON —VEHICULAR OPEN SPACE TREES REQUIRED = 10 CANOPY 1 TREE/2,000 SF (20000SF) 3< TOTALS = 19 TREES TOTAL TREES REQUIRED TOTAL TREES REQUIRED = 19 CANOPY TOTAL TREES PROPOSED = 19 CANOPY LANDSCAPE LEGEND CANOPY TREES SOUTHERN MAGNOLIA (18 TREES) (12' HIGH AT PLANTING) 0 LIVE OAK TREE (17 TREES) (12' HIGH AT PLANTING) CABBAGE PALM (12 TREES) (12' HIGH AT PLANTING) UNDERSTORY TREES DAHOON HOLLY (12 TREES) (6' HIGH AT PLANTING) VIBURNUM HEDGE (3' HIGH AT PLANTING) Lo" l DSCAPE NOTES APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN'S LDR'S. 1. ALL. LANDSCAPINC SHALL BE INSTALLED IN ACCORDANCE WITH THE 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3" WITH ABARK OR SHREDDED ORGANIC MATERIAL MULCH. 3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC SPRINKLER SYSTEM. 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES AND/OR SHRUBS SHALL BE FULLY SODDED. 5. TREES SHALL BE FLORIDA NO. 1 OR BETTER. 6. CANOPY TREES SHALL HAVE AN OVERALL HEIGHT OF 12'-0" AND A MIN.IMOM SPREAD OF 6'-0" AT TIME OF PLANTING. 7. PALM TREES SHALL CONSTITUTE NO MORE THAN 35% OF THE TOTAL TREE REQUIREMENTS AND SHALL HAVE A MINIMUM OF 6' OF CLEAR WOOD AT PLANTING. 1 It = 30' — 0" SITE LANDSCAPE PLAN PLACE RUBBER HOSE ON WIRE AT ALL POINTS o O co OF CONTACT WITH TREE N I PLACE 3 GALVANIZED GUY WIRES (OQUBLE STRANDS), OF SUITABLE, STRENGTH FOR TREE, SPACED EQUAL Q Q Q +I) DISTANCE AROUND TREE ABOVE FIRST LATERAL CO m Q .- BRANCH AND 6-9" FROM TOP OF STAKE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF APPLICABLE 3' MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE Q 2'x2"x10' WOOD STAKE DRIVEN 3' BELOW GRADE PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT BALL PLUS 6" FOR SETTING LAYER OF COMPACTED BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER OF ROOT BALL BACKFILL AROUND ROOTBALL AS SPECIFIED PLANT TOP F ROOTBALL EVEN WITH OR SUGHTLY HIGHER THAN FINISHED GRADE PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON 6 LAYER OF COMPACTED BACKFILL TREE PLANTING DETAIL N.T.S. 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) FORM CE SAUR WITH 3" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE PLANTING PIT DEPTH.'SHALL EQUAL DEPTH OF ROOT BALL. PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER FOR ROOT;BALLS Z' AND UNDER OR 2' LARGER IN DtWETER FOR ROOT BALLS OVER 2'. 8ACKFILL AROUND ROOT. BALL BY MIXING 1/3 PREPARED- PLANTING SOIL ANO 2/3 EXISTING SOIL GRADE TOP OF ROOT BALL EVEN WITH FINISHED PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON UNDISTURBED SU13GWE SHRUB/GROUNDCOVER PLANTING DETAIL tT3 a �W X Z, ii FINISH GRADED N.T.S. JNE do TIE FRONDS TOGETHER WITH DEGRADABLE NE (MINIMUM 6-8 FRONDS) AR CUT PALM TREES ARE ACCEPTABLE (LESS OTHERWISE NOTED) JAL PALMS TO BE BOOTED WHEN 16' C.T. OR LESS 4LESS OTHERWISE NOTED) - 2"x4"08" WOOD BATTENS. 00 NOT NAIL BATTENS PALM. HEIGHT OF BATTENS' SHALL BE LOCATED IN _000 TO THE HEIGHT'OF THE PALM FOR ADEQUATE ICING STEEL BANDS IIMUM 3 - 2"x4" WOOD BRACES SHALL BE .NAILED TO WOOD BATTENS 3" MULCH FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN RIM. AROUND PLANTING HOLE 2"0'44" WOOD STAKE REMAINING 3" ABOVE GRADE _II�II--IIIII II II —III1 `- BACKFILL AROUND ROOTBALL AS SPECIFIED _ PiiTr- rtTi'T I r PLANT ROOTBALL 2'-3' BELOW FINISHED GRADE SIZE OF ROOTBALL WILL BE IN PROPORTION TO SIZE AND TYPE OF PALM IN RELATION TO SOUND NURSERY PRATICE PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON UNDISTURBED SUBGRADE PALM PLANTING DETAIL N.T.S. 6 Z c W 0 Q w n U o 00 o w Q 0 n co I H r U N .. �ri + a W V W z x �m N a p o °C p a� a m 5Q G z Q J a w a a 'Un Q z Q J W N O a Z o O LL. O� a oc QZZ Z ga °o O N W � W W Q ap W —Z 5 oa a W 2 J z p a Z a Q m Ld 0 SHEET' C m7o" OF 1 -A,;o 0 BEVELED OR ROUND CORNERS -Vi ly �J / W � ao CONCRETE SLAB, 3 OR *� - SOD ' i— REINFORCED WITH WWF 6X6 -WI.4XWL4XW1.4Sl- & S. D TOP VIEW -SINGLE PIPE GENf�VAR1Eg Sff 3" OR 5 MOTES NOS i & .z A L C DEEPEN AROUND OUTSIDE 1 EDGE OF PIPE FOR .5j SLAB _ 4.1 g OR 2: o CONCRETE PIPE CONNECTOR * yPv SADDLE SIDE DITCH GRADE 2' I ]NOT —LESS THAN D NO PIPE JOINT EP RMfTE #4 UAPPROVEDE BY THE ENGINE fi 5' SOD E *SLOPE: 4:1 MITER: TO I PIPE FOR PIPES 18' AND SMALLER. PAID FOR AS UNIT PRICE CULVERT F (PIPE 0 BE INCLUDED UNDER UPRICE FOR MITERED END SECTION) 2,1 FOR PIKES 24" AND LARGER. 2:1 MITER: TO I .PIPE FOR PIPES tg AND SMALLER. SECTION I FOR PIPES 24 AND LARGER. SINGLE AND MULTIPLE ROUND CONCRETE PIPE FDOT #272 MITERED ENDWALL NTS 0 SAW -CUT EXISTING ASPHALT EXISTING ASPHALT --\ up MATCH EXISTING GRADE AT SAW -CUT PROPOSED CONCRETE PAVEMENT STABILIZED SUBGRADE T JOINT 4'-0" SLOPE / PLAN o Q e a. -�-XL �X X "X° XX d t-=6X6 W1,4/W1.4 WWF CONCRETE SIDEWALK DETAIL NTS SET RIM FLUSH WITH PAVED AREAS, 0.1' ABOVE IN UNPAVED AREAS AND 0.75' BELOW GRADE IN GRADED AREAS MANHOLE FRAME & COVER BRICK OR PRECAST ADJUSTING RINGS GROUT 0 a a. I a. 8" SEE NOTES BELOW n` a' SEE NOTE 1 a BELOW FOR WALL THICKNESS a 4 d o A I 6" MINIMUM NOTE 1. MINIMUM WALL THICKNESS SHALL BE FIVE (5)INCHES OR 1/12 THE INSIDE DIAMETER. 2. FILL ANNULAR VOID BETWEEN PIPE . AND MANHOLE WITH GROUT AND FLUSH WITH MANHOLE WALLS. 3. MANHOLE TO BE INSTALLED WITH 24" RING AND COVER UNLESS OTHERWISE SPECIFIED. ►NDARD PRE --CAST MANHOLE D 11 DIRECTION OF FLOW FABRIC —� BACKFILL SILT -BARRIER (FABRIC FENCE) I I meI TRENCH-��i 18,1-1-T - — — — TOE IN FLA SODDED SLOPE , b =1 11=1 t 1=1 1= 11=1 1I- "� � EXISTING GRADE TOE OF SLOPE -� If-- VARIES FABRIC FENCE SILT -BARRIER TWO (2) 2" X UGH EACH BALED HAY SILT —BARRIER PERIMETER EROSION_ AND SEDIMENT CONTROL NOTES: 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE ONTO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND VEGETATION 1S ESTABLISHED. 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT. 3'-4" PLAN GRATE SEE DRAINAGE PLANS FOR ELEV. FINISHED GRADE (SODDED SWALE) . V) W SEE PLAN FOR PIPE SIZE SECTION 12" GRAVEL SUMP COMPACTED SUBGRADE TYPE "C" CATCH BASIN 2 STREET NAME BLADES MOUNTED ON SIGN BRACKET W/ BOLTS 2 STREET NAME BLADES MOUNTED ON SIGN BRACKET W/ BOLTS BLK DUDECK z R1-1 30" X 30" ENGINEERING GRADE REFLECTIVE SHEETING FOR RESIDENTIAL ROADS OR 36' X 36" STOP ENGINEERING GRADE REFLECTIVE SHEETING FOR r RESIDENTIAL ROADS W/ LOCAL COLLECTOR ROADS OR 36" X 36' HIGH INTENSITY GRADE REFLECTIVE 4'-6 TO 6'-6" (I SHEETING FOR 4 WAY STOP LOCAL COLLECTOR ROADS MOUNT ON POST WITH BOLTS �I BOLT ON 1/8" THICK HOT DIPPED i� GALVANIZED TRAPEZOID ANCHOR AND BE TO 45 0 TOP VIEW 0 Z 14'-0" X 3 1 /2" X 3 LB/ 3 HOT D PPED GALVANIZED U=CFI NNEL POST -NATURAL GROUND ' 0" u FOR SIGN POST ANCHORING SEE in DETAIL. OTHER ANCHORING DETAILS TO BE APPROVED BY 01 BREVARD COUNTY °p FRONT VIEW STREET SIGN INSTALLATION DETAIL NTS 2 4" 21.00 c : -+ e ;w e a e 4" THICK CONCRETE W5/2 EXISTING ASPH. PVMT EXISTING ASPH. PVMT WEIR DETAIL NTS 20,00 5' 6' VARIES lo 48' TO 82' 21.00 �1 1� STROMWATER MANAGEMENT TRACT SECTION A -A NTS 5' 6' VARIES 21 ' TO 34' 19.00 11 5' MATCH EXISTING NOTE: EXISTING SOILS WITHIN THE AREA OF THE PROPOSED STORM WATER MANAGEMENT TRACT SHOULD BE REMOVED TO A DEPTH OF THREE (3) FEET BELOW EXISITNG GRADE AND REPLACE WITH GOOD, CLEAN SAND WITH A PERMEABILITY OF 20 /HOUR MINIMUM. VERIFICATION SHALL BE PROVIDED TO THE ENGINEER —OF —RECORD PRIOR TO AS —BUILT CERTIFICATION 6' 5' 21.00 3 3 STROMWATER MANAGEMENT TRACT 8'r 6" Joint Seal Conc. POO. � rr 2 Exp. Joint And Preformed Joint Filler TYPE "D" CURB DETAIL NTS �-- MATCH EXISTING SECTION B-B NOTE: NTS EXISTING SOILS WITHIN THE AREA OF THE PROPOSED STORM WATER MANAGEMENT TRACT SHOULD BE REMOVED TO A DEPTH OF THREE (3) FEET BELOW EXISITNG GRADE AND REPLACE WITH GOOD, CLEAN SAND WITH A PERMEABILITY OF 20"/HOUR MINIMUM. VERIFICATION SHALL BE PROVIDED TO THE ENGINEER —OF —RECORD PRIOR TO AS —BUILT CERTIFICATION 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-,g*2-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. z O QIIPINIMI�I�I� 0) O O cV L p � M O Q m Q � Q m J Q (I' (f, <L Z m 0 W ? to Z Q 0 Y W H ILL-1 d p --3 W 0 Of Q 0, 010, V V', U Z `�n ( W I� U 0 w Zo CO CO �o ,. F Q u. N 3- V o ., Z m Q. Q 0 m VJ 0 w At ry z Q .VJ a COc W rO ci (L Q Z -1 0 O (L ( aZ� Z !- Za 0 =� m o_z H OC 0 0 U W O W LIe m U) � V W N 2 — CL Z V, SHEET C8 of 14 OV-490. BRUCE A MC44, FL PE #47529 ROADWAY NOTES: GEN'URAL IT IS INTENDED THAT THE FLO RIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIO. NS FOR. ROAD AND BRIDGE CONSTRUCTION" 'DATED 1992 'BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF 1FLORIDA AND ! . 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. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. X L WORK SHALL BE IN WORKMANLIKE MANNER AND SHALL 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 INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF TWO YEARS FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRFCTED AT THE CONTRACTOR'S EXPENSE, GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES INCLUDING TYPICAL SECTIONS. ALL .WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, STAKING CONSTRUCTION STAKING WILL BE PERFORMED BY 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. (TYPE C STABILIZATION). 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 BY 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 COAT FOR THE BASE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALTIC CONCRETE SURFACE COURSE (A.C.S.C.i TYPE T-111 ACSC SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS, TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS, TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING OF THE ROAD CONSTRUCTION SHALL BE AS FOLLOWS: A. 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. B. BASE: (1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 500 FEET OR CLOSER AS MIGHT BE NECESSARY. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 1 1/2 INCHES INSIDE THE LEFT EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM TESTED. IF ANY TEST INDICATES THAT THE: WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED,. AT THE CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. ALL PASSING TESTS SHALL BE PAID FOR BY THE OWNER. ALL FAILING 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 STRENGTH OF.3000 PSI, ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FYP = 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. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION, 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. CULVERT PIPES REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS. PRECAST LIMITS ALL STORM INLETS SHALL BE PRECASTREINFORCED CONCRETE IN ACCORDANCE WITH THE DETAILS SHOWN HEREIN THE PROJECT DETAILS: TYPE II PORTLAND. CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000' PSI, RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, INVERT AND TOP ELEVATIONS OF CULVERTS AND INLET STRUCTURES, CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. 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 GRADING AND COMPACTION. D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. E. UPON COMPLETION OF GRADING AND COMPACTION OF THE BASE MATERIAL AND PRIOR TO PRIMING. F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C,S.C. G. UPON COMPLETION OF CONSTRUCTION. STANDARD ENGINEERING NOTES' GENERAL 1. THE REQUIREMENTS OF INDIAN RIVER COUNTY UTILITIES STANDARD SPECIFICATIONS AND STANDARD DETAILS SHALL GOVER N, RN ALL UTILITIES WORK. WHERE A CONFLICT EXISTS IN THE REQUIREMENTS OF A REFERENCED: MATERIAL. OR INSTALLATION STANDARD AND THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE STRINGENT,THESE REQUIREMENTS SHALL PREVAIL. 2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF THE LOCAL GOVERNING AGENCIES UTILITIES STANDARD SPECIFICATIONS AND STANDARD DETAILS, ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 3, CONTRACTOR IS RESPONSIBLE FOR .CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 4, ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 5. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. 6. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 7. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. CONSTRUCTION IN STREETS AND ROAD RIGHT-OF-WAYS 1. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY OTHER AGENCY WHICH MAY HAVE JURISDICTION. 2. ALL CONSTRUCTION, MATERIALS .AND WORKMANSHIP ARE TO BE IN ACCORDANCE -WITH FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS. 3. ALL AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS/ MULCH OR SOLID SOD. 4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY HAVING JURISDICTION. 5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 6. TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY RIGHT-OF-WAYS SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. TECHNICAL SPECIFICATIONS SCOPE THESE SPECIFICATIONS ARE TO ASSIST THE ENGINEER, DEVELOPER AND CONTRACTOR IN WORK AND METHODS APPROVED BY THE LOCAL GOVERNING AGENCIES. THE ABOVE MENTIONED ARE RESPONSIBLE FOR THE FOLLOWING: 1.) ACQUIRING ALL PERMITS, LICENSES AND FEES FOR PROJECTS CONSTRUCTED INCLUDING ALL TESTS. 2.) COMPLETE COORDINATION WITH ALL UTILITY COMPANIES INVOLVED. 3.) COMPLIANCE WITH ANY AND ALL GOVERNING AGENCIES INVOLVED. 4.) RELOCATION, EXTENSION, ENLARGEMENT OR REFURBISHMENT OF ANY IMPACTED AREAS OF SERVICE IN OR OUT OF THE LOCAL GOVERNING AGENCY. 5.) ALL WORK IS TO BE DONE AT NO COST TO THE LOCAL GOVERNING AGENCY. MATERIALS A.) DRAINAGE PIPING: 1.) MINIMUM SIZED PIPING SHALL BE 15' OR EQUIVALENT ELLIPTICAL SIZE AND 18" MINIMUM ON COLLECTOR ROADS. 2.) REINFORCED CONCRETE PIPE (RCP) SHALL BE MANUFACTURED BY REPUTABLE MANUFACTURING PRACTICES, FREE OF HONEY COMBS, EXPOSED STEEL OR BLEED THROUGH FROM REINFORCING AND SMOOTH FINISH AT BELL AND SPIGOT ENDS. 3.) ASPHALT COATED CORRUGATED METAL PIPE (ALCMP)SHALL BE OF STEEL MATERIAL MANUFACTURED BY REPUTABLE MANUFACTURING PRACTICES, FREE OF DENTS, GOUGING OR AREAS NOT PROTECTED BY BITUMINOUS MATERIALS. 4.) ALUMINUM PIPE SHALL BE MANUFACTURED BY REPUTABLE MANUFACTURING PRACTICES, FREE OF DENTS AND GOUGING. ALUMINUM PIPING MAY REQUIRE ARCHING FOR LOAD BEARING AREAS AS DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. 5.) ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. 6.) SAFETY BARS SHALL BE PLACED ON PIPE AND MITERED END SECTIONS WHERE DETERMINED NECESSARY, 7.) OUTFALL END RUN TO DITCHES SHALL HAVE A MITERED END SECTION WITH SAFETY BARS TO MATCH EXISTING DITCH BANK SLOPE WITH APPROPRIATE EROSION CONTROL MEASURES. B.) DRAINAGE STRUCTURES: 1.) ALL DRAINAGE STRUCTURES SHALL MEET SPECIFIC PLANNED USE AS DETERMINED BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. 2.) ALL CATCH BASINS, INLETS OR MANHOLE STRUCTURES SHALL BE OF PRECAST REINFORCED TYPE UNLESS OTHERWISE APPROVED. 3.) ALL STRUCTURES SHALL MEET OR EXCEED THE STANDARD SPECIFICATIONS AS DESIGNATED BY THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM C- 478) 4000 PSI CONCRETE. 4.) ALL STRUCTURES SHALL BE FREE OF DEFECTS SUCH AS CRACKING, HONEY COMBS AND EXPOSED STEEL REINFORCING INCLUDING BLEED THROUGH. 5,) SHOP DRAWINGS SHALL BE SUBMITTED BEFORE ORDERING MATERIAL FOR PLANNED PROJECT. CORRESPONDING SHALL BE BETWEEN THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY, C.) OUTFALL SPECIFICATIONS: 1.) OUTFALL STRUCTURES SHALL INCLUDE ALUMINUM SKIMMERS, WEIR DEVICES, WEEP HOLES AND DRAW DOWN SYSTEMS AS DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. 2.) HARDWARE TO ATTACH DEVICES TO OUTFALL STRUCTURES SHALL BE STAINLESS STEEL MATERIAL. D.) MANHOLE COVERS & GRATES: 1.) MANHOLE FRAMES, COVERS AND GRATES SHALL MEET SPECIFIC PLANNED USE AS DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. 2.) MANHOLE FRAMES AND COVERS SHALL BE OF CAST IRON MATERIALS, FREE FROM CRACKS, HOLES OR COLD SHUTS., FRAMES AND COVERS SHALL CONFORM TO A MINIMUM STANDARD OF USE 1260 SERIES OR EQUIVALENT WITH COVERS STATING "STORM SEWER! 3.) FRAMES AND GRATES SHALL BE OF CAST IRON MATERIALS, FREE FROM CRACKS, HOLES AND COLD SHUTS. FRAMES AND GRATES SHALL CONFORM TO A MINIMUM STANDARD OF USF 4160-6210 OR EQUIVALENT. 4.) THROAT INLET SHALL BE USED EXCLUSIVELY WHERE PRACTICABLE AS DETERMINED BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. 5.) 3' (FOOT) TRANSITION SHALL BY UTILIZED FROM TOP INLET TO BACK OF CURBS. RETENTION AREAS 1.) FIRST 1." (INCH) OF RAINFALL SHALL BE CONTAINED ON SITE AS A MINIMUM STANDARD. CALCULATIONS FOR RETENTION REQUIRED AND PROVIDED PER STORMWATER MANAGEMENT REPORT:. 2.) RETENTION ON SITE SHALL MEET REQUIREMENTS FOR A 25 YEAR STORM PRE - POST EVENT. 3.) RETENTION AREAS SHALL BE SODDED ABOVE THE NORMAL WATER LINE AS A STANDARD RETENTION AREAS SHALL BECOME THE RESPONSIBILITY OF THE OWNER OR LEGAL ENTITY FOR PROPERTIES. 4.) STORMWATER PONDS SHALL BE ROUGH GRADED PRIOR TO THE PLACEMENT OF PAVEMENT. STRIPPED AREAS SHALL DRAIN TOWARD PONDS FOR SEDIMENT CONTROL. GENERAL NOTES A 24 HOUR NOTICE BY 'CONTRACTOR FOR REQUIRED INSPECTIONS FOR THE ABOVE MENTIONED FACILITIES SHALL BE GIVEN. EROSION AND SEDIMENTATION CONTROL NOTES: CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER BODIES OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. MINIMUM STANDARDS 1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTRIBUTING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE. 2, ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE, 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 15, THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY, SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET'OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTRIBUTING ACTIVITIES. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION. 21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. 22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS. GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK, 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL SUBDIVISION CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF CITY OF SEBASTIAN, FLORIDA. 7. ALL WATER AND SEWER CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE INDIAN RIVER COUNTY, FLORIDA. 8. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY CARTER AND ASSOCIATES, INC. 9, REFER TO SOILS REPORT PREPARED BY ARDAMAN AND ASSOCIATES, INC. FOR EXISTING SOIL CONDITIONS. 10. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND BASE. TESTS SHALL BE PREPARED PER AASHTO T- 180 METHOD. 11. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. MAXIMUM SLOPE 3:1. 12, ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. 13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M,U.T.C.D. STANDARDS. 14. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", DATED 2000. 0) O 3: (V dN- O J = n o m m a• (!I Q Q 0, 0 Li ZCZ7 z Y w m 0 Q � I p W w T Q U PA co w O < I 0 Lu p zo c <0 (o ® IS IL Q N Q M�M VJ'W'n 0 2 LW r W Z 00 Z LL O ®� a m W A: 0 eg Z Z Z O H W N H B N w W ? j co G 0 Qa 0 Z Q SHEET Z Q Q m W U7 BRUCE A MO/A, FL PE #47529 LW r W Z 00 Z LL O ®� a m W A: 0 eg Z Z Z O H W N H B N w W ? j co G 0 Qa 0 Z Q SHEET Z Q Q m W U7 BRUCE A MO/A, FL PE #47529 1 1 /2" TYPE K COPPER LOCKING CURB SERVICE LATERAL STOPS P.E. GOOSENECK 3' ASPHALT SURFACE FINISHED GRADE METER BOX (METER 1" TYPE K COPPER LONG (MIN.) OR SWING JOINT OR APPROVED EQUAL BY IRCDUS LOCKING CURB STOP 36" SQUARE ---•- 24" SQUARE NOT SHOWN) SERVICE LATERAL O N SE E LA E APPROVED METER BOXES (TO ACCOMMODATE 5/8" x 3/4' SHALL BE "CDR SYSTEMS \ \ •• - 1" 1-' OR 2" .METER) CORP:' POLYMER CONCRETE �° / /\ ` / CORP 2'-Q' ROADWAY 2' ° . - ° ° 1) NO 3 0 FINISH GRADE ° . ° ° ° °CONTIN. CONCRETE y ONE (1 BRASS COMPRESSION . .1 Q PAD NO. 3 i WYE BRANCH z =� SLIDE TYPE �/ CONTIN. LIMEROCK % `' w BASE VALVE BOX BRASS LOCKING CURB IN LINE DUAL CHECK > STOP {FORD OR MUELLER) PLAN VIEW BY IRCUD o8 SLIDE TYPE WITH INTEGRAL METER VALVE BOX COUPLING _z ZIN LINE DUAL TYPE I TYPE II CENTER OPELIING : LONG SERVICE CHECK BY OVER METER(S) IRCDUS POLYETHYLENE SHORT METERS SEE CAST IRON STAY -PUT COVER STAINLESS STEEL SERVICE ( (VISQUEEN OR NOTE 6) EQUIVALENT RAISED LETTERS MARKED: r��METERX Q DOUBLE STRAP ) "WATER" AS APPLICABLE 1" MIN. CUSTOMERS z (SEE. NOTE M z_ SERVICE SADDLE FITTINGS OR IN 24 PIPING (BY OTHERS) NO. 3) - m � AS REQ'D. ' MAX. N % w WATER MA"SAN. SEWER" AS APPLICABLE 00 (00 NOTES: 4" MIN. GRAVEL 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18" CENTERS (MIN.). •V-1=F OR CRUSHED ROCK CROSS SECTION NOTES: 1. METERS OVER 2" MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR. 2. ALL METERS 2" AND SMALLER WILL BE SUPPLIED AND INSTALLED BY BREVARD COUNTY UTILITY DEPARTMENT. 3. MINIMUM SIZE OF METER BOXES: 1" SERVICE (12" X 20'); 1-1/2" AND 2" SERVICE (17" X 28"). 4. 5/8" -3/4" METERS SHALL BE HERSEY TURBINE, MASTER METER, OR APPROVED EQUAL WITH 5/8" RUBBER METER WASHERS. 5. 1" - 2" METERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. METER BOX 0 2" W.M. FLOW 2" REDUCED PRESSURE BACKFLOW PREVENTER PLAN WITH GATE VALVES A> 2" W.M. 2" UNION L W M I I F GRADE FINISH (( ELEVATION NOTES: l� 1. ALL HOSPITALS, SCHOOLS, COMMERCIAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACI{FLOW PREVENTER AS DETERMINED BY UTILITY. 2. LOW HAZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL DOUBLE CHECK VALVE ASSEMBLIES BACKFLOW PREVENTION DEVICE. HIGH HAZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL REDUCED PRESSURE BACKFLOW PREVENTION DEVICE AS DETERMINED BY UTILITY, 3. APPROVED EQUALS HAVING FULL UL, USC, ASSE, AND AWWA MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY THE UTILITY. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY UTILITY, 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISF+ED GRADE OF BOTTOM OF VAULT IS AT LEAST 1.'-0" ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. V 0 7. APPROVED' DEVICES ARE HERSEY, COMBRACO AND FEBCO. BACKFLOW PiEVNTER GRADE ROADWAY GRADE (SWALE) CONCRETE PAD 30" SQ. X 4" MIN THICK W/ (1) No. 27 30 CONT. MIN. 2" LOCKING CURB STOP W/ �• PVC, PLUG APPROVED COMPRESSION ° 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 J HORIZONTAL DISTANCE EQUAL TO DEPTH OF COVER ,.�'!n ; '; o. CONCRETE POURED TO UNDISTURBED �: `.: o� ` : `:v ,� PRESSURE -TREATED SOIL °. �`:: �`..6�`.� PLYWOOD NOTES: :p 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 IRCDUS 4, ECLIPSE NO. 85 'BLOW -OFF AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDARY CP., ST. LOUIS, M0: 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 2. SHORT SERVICES REQUIRE 18" MIN. COVER; LONG SERVICES REQUIRE 24" MINIMUM COVER. 3. MINIMUM SERVICE SIZE NOT LESS THAN 1", DUAL SERVICES SHALL BE A MINIMUM 1-1/2" AND TRIPLE SERVICES SHALL BE A MINIMUM 2". QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS. 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 PVC. 5. METERS GREATER THAN 2INCH ES SHALL BE AS MANUFACTURED BY HERSEY, MASTER OR AS APPROVED BY I.R.C. 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.. WATER SERVICE 2'-0" VARIES 2'-0" DOUBLE DETECTOR CHECK VALVE 10 VICTAULIC (WITHOUT BUILDING SPRINKLER) COUPLING iv 00 1" GLOBE VALVE 1" CHECK N VALVE BY-PASS METER DETECTOR BYPASS 3' 0" CUSTOMER PLAN PIPING UTILITY PIPING TO DOUBLE DETECTOR CHECK VALVE PROPERTY LINE (WITHOUT BUILDING SPRINKLER) 0. S. & Y. GATE GATE VALVE. VALVE W/ INDICATOR 90' BEND TIE RODS (TYP.) MID.) w 18" MINIMUM DISTANCE j �. CONCRETE SUPPORTS (OR APPROVED BY W.M.U.D.) SECTION NOTES: WATER MAIN 1. ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS MUST HAVE HERSEY 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 W.M.U.D.. AND SHALL BE MOUNTED ABOVEGROUND. 2. DETAIL SHOWN CAN BE MODIFIED. AND APPROVED BY THE DEPT. OF UTILITY SERVICES FOR EACH INDIVIDUAL PROJECT. DOUBLE DETECTOR CHECK VALVE ASSEMBLY PROVIDE TRENCH SLOPE AS REQ''D. GRADE CV cr > 6" . MAX. LAYERS OR OTHER APPROVED MAINTAIN TRENCH z METHOD TO ACHIEVE 959' COMPACTION e TYPE I PROVIDE EXTENSION AS SHOWN r TYPE II 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.) --7,, NOTES: VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. 1. VALVE BOX PAD EXISTING BASE TRENCH WIDTH 'W' + 4' MIN, SURFACE RESTORATION 6" MECHANICALLY SAW MIN, EXISTING PAVEMENT REPLACEMENT O rJ z M NIDTH 2 -0 ABOVE : SEE NOTE 6 - LIMEROCK BASE TOP OF PIPE SEE NOTE 4 _ IN 3 LIFTS AT 6" MAX. LAYERS OR 98% OTHER APPROVED N METHOD TO ACHIEVE 95% COMPACTION MAXIMUM WATER LEVELMAX. MAX, ��� .:: MAX. WATER L ��\\�� ALLOWABLE DU ALLOWABLE DURING LAYERS �'�' CONSTRUCTION CONSTRUCTION �I AT 95% AT 95% 3/4" DIA. BEDDING ROCK 12" PIPE 12" 12" : PIPE 12 OR PEA ROCK WHERE -*' UNDISTURBED S01 3/4" DIA. BEDDING ROCK 0 D OR PEA ROCK WHERE .D. UNDISTURBED CONDITIONS REQUIRE CONDITIONS REQ'D. TRENCH IDTH SOIL TRENCH WIDTH W ,W, NOTES: NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 2. SHEETING WILL BE REQUIRED AS DETERMINED 1N THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALT_ HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. TRENCH WIDTH "W" _PIPE O.D. PLUS 2'-0". 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER 6. USE TRACE WIRE ON MAINS. (SEE DETAIL) COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS. 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 8. USE TRACE WIRE ON MAINS. (SEE DETAIL) TRENCH DETAIL TRENCH DETAIL (UNPAVED AREAS) (PAVED AREAS) FOUR HYDRANTGUARDS (2) - 3/4' AS REQ'D. BY W.M.U.D. GALV TIE RODS SEE NOTE 1(BELOW) SEE NOTE 3 (BELOW) 45' GATE VALVE � FIRE HYDRANT TEE ` VARIES s" (MIN.) PLAN VIEW WATER MAIN - CONCRETE THRUST BLOCK PUMPER NOZZLE FACING ROADWAY VALVE BOX ACCESS GRADE z DIRECT w CONNECTION \ '0p (ANCHOR TYPE) r� 6" G.V. 6" PIPE -� `-1.5 CU. FT. CONCRETE 6" (MIN) CONCRETE WATER MAIN THRUST BLOCK UNDISTURBED CROSS SECTION SOIL NOTES: 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED W/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. 2, CL OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE CL OF THE NEAREST ROADWAY OR FINISH GRADE. 3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.) 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN- DARLING B-84-B, MUELLER A423 OR CLOW MEDALLION F2545. 5, ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF APPROVED BY W.M.U.D. (E.G. TIE RODS) 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE, FIRE HYDRANT DETAILS RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER PIPE DIAMETER (INCHES) D. I. P. P. V, C. PIPE DIAMETER (INCHES) 90' 45. 22� 11Z 90• 45' 221 11Z 3" 4" 6 8" 10" 'l 16" 20" 24" 31Y 3" 30' 15' 10' 5' 40' 20' 10' 5' 3" 0 0 0 0 0 0 0 0 0 0 4" 35' 15' 10' 5' 55' 25' 15' 10' 4" 40' 0 0' 0 0 0 0 0 0 0 6" 55' 25' 10' 5' 80' 35' 20' 10' 6" 50' 45' 0 0 0 0 0 0 0 0 8" 65' 30' 15' 10' 90' 40' 20' 10' Y' 75' 70' 40' 0 0 0 0 0 0 0 10" 80' 35' 20' 10' 11O' 50' 25' 15' 10" 95' 90' 70' 40' 0 0 0 0 0 0 12" 95' 40' 20' 10' 130' 55' 30' 15' 12" 120' 115' 100' 75' 40' 0 0 0 0 0 16" 120' 50' 25' 15' 165' 70' 35' 20' 16" 160' 155' 140' 125' 100' 70' 0 0 0 0 20" 150' 65' 30' 15' 200' 85' 40' 20' 20" 200' 195' 185' 170' 150' 130' 75' 0 0 0 24 180' 70' 35' 20° 210' 90' 45' 25' 24' 160' 155' 150' 140' 135' 120' 90' 50' 0 0 30" 190' 80' 40' 20' 25W 105' 50' 25' 30" 195' 190' 185' 180' 170' 160' 120' 105' 70' 0 36" 220' 95' 45' 25' 0 0 0 0 36' 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' " 42 245' 105' 50' - 25' 0 - 0 0 0 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' 48" 260' 120' 60' 30' O 0 0 0 48" 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' RESTRAINED LENGTHS FOR VALVES, DEAD ENDS AND BRANCHES FROM TEES SHALL BE THE SAME AS FOR 90' (DEGREE) BENDS LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE THRUST BLOCK SCHEDULE PIPE SIZE HOLD DIMENSIONS 150 P.S.I. TEST PRESSURE 99 45' 22� 11�° 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" 2" GATE VALVE FEBCO DOUBLE CHECK VALVE (TYP.) 2" SCH 40 GALV. NOTES: 2" METER "T' OR "WYE" (TYP.) A PRESSURE GAUGE 1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, (SEE NOTE WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. V) w 2. ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND 18 MAX. Q PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING P EXISTING GRADE 12" MIN. P > CONCRETE. 3. ALL WOOD UTILIZED FOR FORMS SHALL BE CREOSOTED 12 LB, 2" SERVICE M.J.G.V. EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPEC. SADDLE FORD FB 1700 '" T T W - 556, OR PRESSURE TREATED LUMBER. 2" CORP. STOP M 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE V REPLACED WITH COMPACTED ACCEPTABLE MATERIAL, TIE-IN VALVE TO BE CLOSED AND LOCKED 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 EXISTING WATER MAIN P.S.I. CONCRETE. SECTION NOTES: 6. ALL PIPES GREATER THAN 12" IN DIAMETER SHALL HAVE RESTRAINED 1. TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL ONLY JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATIONS. AND IN THE PRESENCE OF THE ENGINEER OF RECORD. 7. PIPES SMALLER THAN 4" SHALL USE THRUST BLOCKS SIZED 2. LINES TO BE FLUSHED SHALL BE GREATER THAN 6" IN DIAMETER. FOR 4" PIPES. TEMPORARY JUMPER SCHEDULE MAIN SIZE JUMPER SIZE 4" * 2" 8" 6" , NOTES:P 8" or LARGER 6" ` r *1. WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN CONNECTION. NOTES: 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAIN AND THE PROPOSED WATER MAIN IMPROVEMENTS. ` 2. THE TEMPORARY JUMPER DETAIL (W-12A) IS TO BE USED FOR FILLING ANY g�° BEND 45° - 221 - 1 1f B NEW WATER MAINS OF ANY SIZE FROM THE EXISTING ACTIVE WATER MAINS POLYETHYLENE 1FJ'- AND FOR FLUSHING OF NEW MAINS UP TO 6" IN DIAMETER (2.5 FPS MINIMUM FRONT OF'PLU- A ` 1; ., ;•, VELOCITY) AND PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER ( : C SQUARES MAIN OF ANY SIZE. Y �, , : ; ; (TYP.) 3. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER THE FILLING, FLUSHING, TESTING AND DISINFECTION OF THE NEW WATER MAIN HAS BEEN •. D D . SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE HAS BEEN RECEIVED FROM THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) AND ANY OTHER PERTINENT AGENCIES HAS BEEN RECEIVED. ADEQUATE THRUST BLOCKING D D • ' ' AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. z 4. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER CROSS WITH PLUG TEE WITH PLUG ow � SECTION TWO OF AWWA C651-92. 5. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM TRENCH PRESSURE OF 20 PSI IN NEW MAINS CONTINUOUSLY AFTER DISINFECTION WALL .THE AND UNTIL FDEP CLEARANCE LETTER IS OBTAINED. _ 0 6. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE \ B (PLUG) DOUBLE CHECK BACKFLOW PREVENTION DEVICE IS IN GOOD WORKING ORDER i�✓ • �; AT THE TIME OF INSTALLATION AND PROVIDE DOCUMENTATION THAT THE DOUBLE , J lk ,� 1. TRACE WIRE IS REQUIRED ON ALL PIPE. 2. INCLUDE ALL 'COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED 50 50 RESIN CORE), WRAP W/3 ALTERNATING LAYERS OF SCOTCH "33" TAPE & COVER WITH SCOTCH WATERPROOFING COMPOUND. 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP 6. VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. TO PUT CONTINUOUS TRACE WIRE UNDER BOLT, FIRST LOOSEN NUT, .THEN STRIP 3" MIN., WRAP ONCE STRIP 3/4 OF MAIN AROUND BOLT, 1 TWIST, 2 WRAPS 3 4 WIRE & 4" OF BRANCH "DO NOT CUT WIRE" WIRE. TIGHTEN NUT AFTER WRAPPING FT-T1 TRACE WIRE AROUND THE BOLT. MIN. 5 WRAPS SOLDER MAX. 10 WRAPS BRANCH SPLICE DETAIL FINISH GRADE PUT WIRE UNDER BOLT SEE ' DETAIL ABOVE. CONTINUOUS II10 THHN� SINGLE CONDUCTOR XSTEP IP 4" MIN. COPPER TRACE WIRE HA�HITCHHALF HITCH ON BEHIND EACH EACH SIDE OF BELL. ALL VALVES FINISH GRADE v"/f�J/if z MIEP'N. 3 TWISTS BRANCH SPLICE AT ALL TEES. �y STEP FIRE HYDRANTS & SERVICE TAPS 10 THHN SINGLE N TR MIN. 5 WRAPS :4LF HITCH AT ALL SERVICE TAPS. & EACH END OF ALL \ SOLD STEP 3 FITTINGS, STEP 4 MAIN LINE SPLICE DETAIL TRACE WIRE DETAILS 48 lHO'URS' BEFORE DIGGING CALL TOLL FREE 1; 800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. BRUCE A MOIA, FL PE #47529 N O m ' 0 04 Q w Q i Z � w z 0 Z 0 p Y ca U w a I wj Vi`: J w w 0 Q VJ Z O® 5 m. z I` U W U Z . uJ O O 111 i N Z 20 Q U 0. I Q Z Q Q m Li to SHEET clo 0I= 14 03-429. WATER MAINS DISINFECTING POTABLE WATER PIPELINES OL INYL CHLORIDE PIPE A. BEFORE BEING PLACED IN SERVICE, ALL POTABLE WATER PIPELINES D. BOLTS AND NUTS FOR RESTRAINED JOINTS SHALL BE HOT DIPPED ! M SHALL BE DISINFECTED IN ACCORDANCE WITH THE LATEST EDITION OF GALVANIZED, LOW ALLOY, HIGH STRENGTH STEEL. SCOPE FIRE HYDRANTS AWWA C-651, "STANDARD PROCEDURE FOR DISINFECTING WATER MAINS. THE LOCATION OF THE CHLORINATION AND SAMPLING POINTS WILL BE E. THE CONTRACTOR SHALL ALSO PROVIDE RESTRAINED JOINTS IN THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR WATER FIRE HYDRANTS SHALL BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND AS SHOWN ON THE DRAWINGS. TAPS FOR CHLORINATION AND SAMPLING ACCORDANCE WITH THE ABOVE CRITERIA WHEREVER THRUST BLOCKS MAINS. MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION OR SHALL BE UNCOVERED AND BACKFILLED BY THE CONTRACTOR, AS ARE NOT USED IN CONJUNCTION WITH BELOW —GROUND FITTINGS ON AMERICAN —DARLING B-84-8. FIRE HYDRANTS SHALL COMPLY WITH THE CURRENT REQUIRED. LINES 12 INCHES IN DIAMETER OR LESS. GENERAL AWWA STANDARD SPECIFICATION C502 FOR FIRE HYDRANTS FOR WATER WORKS POLYVINYL CHLORIDE (PVC) PIPE SHALL BE ALLOWED FOR USE AS POTABLE SERVICE. EACH HYDRANT SHALL HAVE 6" MECHANICAL JOINT ENDS WITH B. THE GENERAL PROCEDURE FOR CHLORINATION SHALL BE FIRST TO FLUSH EARTHWORK AND BACKFILL WATER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE HARNESSING LUGS CDOG EARS') AND SHALL OPEN TURNING TO THE LEFT ALL DIRTY OR DISCOLORED WATER FROM THE LINES, AND THEN PROJECT. THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE MAY BE (COUNTERCLOCKWISE). FIRE HYDRANT SHALL BE OF AMPLE LENGTH FOR 18" INTRODUCE CHLORINE IN APPROVED DOSAGES IN ACCORDANCE WITH A. ALL EXCAVATION FOR UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE REQUIRED DURING' CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD CLEARANCE ABOVE CENTERLINE OF ROADWAY. IT SHALL BE PROVIDED WITH TWO 2 TABLE 10-1 THROUGH A TAP AT ONE END, WHILE WATER IS BEING ADEQUATELY GUARDED WITH BARRICADES AND LIGHTS, SO AS TO P�-I�SON �I _L 1F IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS I F NZZL 1 2" HOSE ,NOZZLES AND ONE 4 1 2"' PUMPER OE, ALL HAVING NATIONAL / WITHDRAWN AT THE OTHER END OF THE LINE. THE CHLORINE SOLUTION PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS, UN SUIT'AII F FOR THE PARTICULAR APPLICATION. STANDARD HOSE THREADS. NOZZLESS SHALL HAVE CAPS ATTACHED BY GRAINS. SHALL REMAIN IN THE PIPELINE FOR NO LESS THAN 24 HOURS. CURBS, PARKWAYS AND OTHER PUBLIC PROPERTY DISTURBED IN THE OPERATING NUTS SHALL BE: AWWA STANDARD (PENTAGONAL, MEASURING 1 1/2" COURSE OF THE WORK SHALL BE RESTORED IN A MANNER SATISFACTORY PIPE MAT' IALS FOR SIZES 4' THROUGH 127 POINT TO FLAT). FIRE HYDRANTS SHALL BE EQUIPPED WITH "O—RING" PACKING. C. FOLLOWING THE CHLORINATION PERIOD, ALL TREATED WATER SHALL BE TO THE COUNTY. FIRE HYDRANT SHALL BE PAINTED FEDERAL SAFETY RED. FLUSHED FROM THE LINES AT THEIR EXTREMITIES AND REPLACED WITH A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING WATER FROM THE DISTRIBUTION SYSTEM. BACTERIOLOGICAL SAMPLING POTABLE WATER SHALL BE DESIGNED FORA MINIMUM WORKING BACKFLOW PREVENTERS- AND ANALYSIS OF THE REPLACEMENT WATER SHALL THEN BE MADE BY B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6— PRESSURE OF 150 PSI. THE ENGINEERIN FULL ACCORDANCE WITH THE AWWA MANUAL C-651. INCH DISTANCE BELOW THE PIPE INVERT TO THE BOTTOM 12 INCHES B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST ALL BACKFLOW PREVENTERS SHALL BE MOUNTED- ABOVEGROUND; IN NON— TRAFFIC THE CONTRACTOR WILL BE REQUIRED TO RECHLORINATE, IF NECESSARY. ABOVE THE TOP OF THE PIPE, SHALL BE PER THE MANUFACTURER'S AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. AREAS ON THE CUSTOMERS' SIDE OF THE METER. ABOVEGROUND PIPING SHALL BE THE LINE SHALL NOT BE PLACED IN SERVICE UNTIL THE REQUIREMENTS REQUIREMENTS. PVC PRESSURE PIPE SHALL BE MADE FROM CLASS 12454—A OR CLASS DUCTILE IRON. BRASS OR COPPER PIPE :MAY BE USED FOR PIPE.Z' IN DIAMETER OF THE STATE AND COUNTY ENVIRONMENTAL HEALTH DEPARTMENT 12454-8 MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST OR SMALLER. BACKFLOW PREVENTERS SHALL BE OF REDUCED PRESSURE/DOUBLE ARE MET, C. INSTALLATION OF WATERMAINS SHALL BE IN ACCORDANCE WITH LATEST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. CHECK TYPE WITH TWO (2) INDEPENDENTLY OPERATING CHECK VALVES, AND SHALL AWWA STANDARD C600, IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. BE DESIGNED TO OPERATE IN A HORIZONTAL FLOW MODE. AN INDEPENDENT RELIEF D. SPECIAL DISINFECTING PROCEDURES SHALL BE USED IN CONNECTIONS ALL INSTALLATION PROCEDURES MUST BE IN CONFORMANCE WITH PIPE VALVE SHALL BE LOCATED BETWEEN THE TWO CHECK VALVES. REDUCED PRESSURE TO EXISTING MAINS, AND WHERE THE METHOD OUTLINED ABOVE IS NOT MANUFACTURER'S RECOMMENDATIONS. MINIMUM COVER SHALL BE 36 C. POLYVINYL CHLORIDE PRESSURE PIPE SMALLER THAN 4" SHALL BE AS FEATURE SHALL BE INCLUDED IN HIGH HAZARD APPLICATIONS. PREVENTERS SHALL PRACTICAL. INCHES. MAGNETIC I.D. TAPE SHALL BE PLACED CONTINUOUSLY IN THE APPROVED BY IRCDUS. BE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) APPROVED AND AS MANUFACTURED TRENCH OVER PVC PIPE, 12 INCHES BELOW GRADE. ALLOWABLE BY HERSEY PRODUCTS, INC., OR EQUAL, E. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY WITH DEFLECTION OF THE PIPE JOINTS AND CURVATURE OF PVC PIPE SHALL D. POLYVINYL CHLORIDE PIPE SHALL BE AS MANUFACTURED BY JM AN INDEPENDENT COMMERCIAL LABORATORY APPROVED BY THE NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. MANUFACTURING COMPANY, OR EQUAL. VALVE BOXES DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES (HRS) FOR THE COLLECTION AND EXAMINATION OF SAMPLES OF WATER FROM 1. TRENCH — TRENCH WIDTH SHALL BE KEPT TO A MINIMUM E. THE PIPE SHALL BE BLUE IN COLOR. A. ALL BURIED VALVES SHALL HAVE CAST IRON TWO OR THREE—PIECE DISINFECTED WATER MAINS. THESE SAMPLES SHALL BE EXAMINED FOR NECESSARY FOR INSTALLATION OF THE PIPE, AND SHALL COMPLY JOINTS VALVE BOXES WITH CAST IRON COVERS. VALVE BOXES SHALL BE COMPLIANCE WITH HRS REQUIREMENTS. SAMPLING SHALL BE MADE WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM PROVIDED WITH SUITABLE HEAVY BONNETS AND EXTEND TO MATCH DAILY AND CONTINUOUSLY UNTIL TWO SUCCESSIVE EXAMINATIONS ARE SHALL BE GRADED, AND ALIGNMENT SHALL BE PARALLEL WITH A. JOINTS FOR PVC PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH —ON FINISHED GRADE SURFACE AS DIRECTED BY ENGINEER. THE BARREL FOUND SATISFACTORY. SHOULD THREE EXAMINATIONS BE FOUND THE ROADWAY, WHERE POSSIBLE. RUBBER GASKET TYPE ONLY. NO SOLVENT WELD OR THREADED JOINTS SHALL BE ONE OR TWO—PIECE, SCREW TYPE, HAVING 5 1/4" SHAFT. UNSATISFACTORY, THE LINE SHALL BE FLUSHED AND DISINFECTED WILL BE PERMITTED. COVERS SHALL HAVE "WATER" CAST INTO THE TOP FOR ALL WATER AGAIN. CERTIFIED COPIES OF ALL LABORATORY ANALYSES SHALL BE 2. BACKFILL — ONLY GOOD QUALITY BACKFILL, FREE OF STONES, MAINS AND "SEWER" CAST INTO THE TOP OF ALL WASTEWATER PROVIDED TO THE OWNER. THE COST OF ALL SAMPLING, FLUSHING, AND ROOTS, ROCKS, BROKEN CEMENT OR OTHER MATERIAL WHICH FORCEMAINS. ALL VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO DISINFECTING SHALL BE INCLUDED IN THE. CONTRACT PRICE, AND NO MIGHT BE DAMAGING TO THE PIPE, SHALL BE USED. BACKFILL B OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATION WITHIN SIX INCHES OF THE TOP OF VALVE BOX COVER, ADDITIONAL CHARGE SHALL BE MADE TO THE OWNER FOR THIS WORK. MUST BE PUT IN THE TRENCH IN LIFTS. UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL BY IRCDUS. COUNTY PERSONNEL SHALL OPERATE ALL VALVES AND BE PRESENT TO F1 (rINGS B. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASE AND VALVE DETERMINE AND CONTROL THE VOLUME OF WATER USED FOR FLUSHING. 3. COMPACTION — ALL PIPE MUST BE COMPACTED BY HAND TAMPING NAMEPLATE, WITH SUITABLE ANCHORS FOR CASTING IN CONCRETE. TABLE 10-1 TO THE CENTER LINE, UNDER THE PIPE. BACKFILL SHALL BE A. ALL. FITTINGS SHALL BE .DUCTILE IRON. MECHANICAL JOINT AND SHALL NAMEPLATE SHALL BE 3" IN DIAMETER BRONZE DISK WITH RAISED • COMPACTED IN LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM CONFORM TO AWWA SPECIFICATION C 110 (ANSI 21.10-87), OR LATEST LETTERING 1 /8" HIGH, AS SHOWN ON THE DRAWINGS AND CHLORINE REQUIRED TO PRODUCE A 25—MG/L CONCENTRATION IN 100 FT OF COMPACTION F F MAXIMUM A 0 95% 0 M MUM DENSITY IN ROADWAYS AND REVISION. FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL— MANUFACTURED BY SHIEDOW BRONZE CORPORATION, KINGWOOD, WEST PIPE BY DIAMETER SHOULDERS, AND 90% IN EASEMENTS IN ACCORDANCE WITH COATED IN ACCORDANCE WITH AWWA STANDARD C104—(ANSI A21.4-85), VIRGINIA, OR EQUAL. AASHTO T-180 AND ASTM D-2167. OR LATEST REVISION. PIPE 100—PERCENT 1—PERCENT C. VALVE BOXES SHALL BE INSTALLED IN A CONCRETE PAD, AS SPECIFIED IN DIAMETER CHLORINE CHLORINE SOLUTION 4. DEWATERING — CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY B. THE PRESSURE- RATING SHALL BE 250 PSI, DRAWING DETAIL M-7. THE VALVE BOX SHALL BE WRAPPED IN A (INCHES) (POUNDS) (GALLONS) TRENCH. WELL —POINTING WILL BE REQUIRED AS .NECESSARY. ALL POLYETHYLENE SHEATH SO THAT NO DIRECT CONTACT WITH THE 4 0.013 0.16 WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK C. JOINT RESTRAINT, WHEN REQUIRED, SHALL BE BY NAPPCO C-1300 CONCRETE IS MADE. 6 0.04 0. SHALL BE CONTAINED, COLLECTED AND PUMPED TO SUITABLE RESTRAINER, OR APPROVED EQUAL. 8 0.054 0.65 PLACES FOR DISPOSAL, AS PERMITTED BY STATE. CORPORATION STOPS 10 0.085 1.02 MARKING A. CORPORATION STOPS FOR CONNECTIONS. TO DUCTILE IRON OR PVC 12 0.120 1.44 5. SHEETING — SHEETING AND SHORING SHALL BE INSTALLED AS MAY TRACE WIRE REQUIRED PIPING SHALL BE ALL BRASS OR BRONZE SUITABLE FOR 150 PSI 16 0.217 2.60 BE NECESSARY FOR THE PROTECTION OF THE WORK, SEE INDIAN RIVER COUNTY UTILITY DEPT. SPEC. 2.07 OPERATING PRESSURE, SHALL BE IRON PIPE THREAD DESIGN, SHALL BE PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES, AND SIMILAR TO MUELLER CO. H-10046 OR EQUAL, AND SHALL BE OF SIZES THE SAFETY OF EMPLOYEES. SHEETING AND BRACING SHALL BE WATER SERVICES REQUIRED AND/OR NOTED ON THE DRAWINGS. GENERAL DESIGN DATA UNIFORM TO OSHA REQUIREMENTS. POLYETHYLENE TUBING B. SADDLES SHALL BE STAINLESS STEEL DOUBLE STRAP WITH IRON SADDLE WATER DISTRIBUTION AS MANUFACTURED BY FORD METER .BOX CO., OR APPROVED EQUAL_ BY SCOPE INDIAN RIVER COUNTY UTILITIES DEPARTMENT. A. ALL WATER MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INDIAN RIVER COUNTY WATER MASTER PLAN, OR CURRENT AWWA THIS SECTION COVERS POLYETHYLENE PIPE AND FITTINGS FOR WATER TAPPING SLEEVES AND VALVES STANDARDS AND CURRENT REGULATORY AGENCY REQUIREMENTS. SERVICES. A. TAPPING SLEEVES SHALL BE THE MECHANICAL JOINT TYPE WITH B. ALL DISTRIBUTION SYSTEMS WILL BE PROPERLY LOOPED WHERE POLYETHYLENE TUBING 2 INCHES IN DIAMETER AND SMALLER DUCTILE IRON BODIES AND THE APPROPRIATE GASKETS FOR EACH TYPE FEASIBLE, AND VALVED TO PROVIDE MAXIMUM FLEXIBILITY IN OF SERVICE MAIN, AND BE AS MANUFACTURED BY MUELLER COMPANY, PROVIDING SERVICE. A. POLYETHYLENE TUBING SHALL COMPLY WITH APPLICABLE OR APPROVED EQUAL. REQUIREMENTS FOR PE-3408 EXTRUSION COMPOUND POLYETHYLENE C. DESIGN SHALL BE BASED, ON AN AVERAGE DAILY CONSUMPTION. JF 100 PLASTIC MATERIAL AS STATED IN AWWA C-901-88, OR LATEST REVISION, B. TAPPING VALVES SHALL BE MECHANICAL JOINT AND SPECIFICALLY FOR GPCD, A MAXIMUM DAY FACTOR OF 1.5 TIMES AVERAGE DAY, AND A PEAK AND SHALL COMPLY WITH THE FOLLOWING; THE PURPOSE OF TAPPING PRESSURIZED MAINS, AND BE AS HOUR FACTOR OF 3.0 TIMES AVERAGE DAY, PER INDIAN RIVER COUNTY MANUFACTURED BY MUELLER COMPANY, OR APPROVED EQUAL. ORDINANCE. B. TUBING SHALL HAVE A WORKING PRESSURE OF 200 PSI AT 73.4' F. C. STAINLESS STEEL WRAPAROUND TAPPING SLEEVE AND VALVE MAY BE D. DISTRIBUTION SYSTEMS SHALL BE SIZED TO PROVIDE FOR 100 PERCENT C. TUBING SURFACES SHALL BE GLASS SMOOTH, AND SHALL BE FREE FROM USED IF APPROVED BY THE DEPARTMENT OF UTILITY SERVICES. OF THE COMBINED REQUIRED FIREFLOW AND PEAK HOUR DEMAND RATE, BUMPS' AND IRREGULARITIES. MATERIALS MUST BE COMPLETELY WHILE MAINTAINING A 20 PSI RESIDUAL PRESSURE IN THE DISTRIBUTION HOMOGENEOUS AND UNIFORM IN APPEARANCE. SYSTEM. TESTING AND INSPECTION OF WATER D. TUBING DIMENSIONS AND TOLERANCES SHALL CORRESPOND WITH THE E. ALL WATER MAINS SHALL BE DESIGNED TO PROVIDE A MINIMUM VALUES LISTED IN ASTM D-2239, WITH A STANDARD DIMENSION RATIO �+ ��/ q �+C /� MAINS, WASTEWATER FORCE.MAINS AND PRESSURE OF 25 PSI AT GROUND LEVEL AT ALL POINTS IN THE (SDR) OF 9. DISTRIBUTION SYSTEM UNDER ALL CONDITIONS OF FLOW. GRAVITY SEWERS E. TUBING SHALL BE FULLY LABELED WITH BRAND NAME AND MANUFACTURER, NSF SEAL, SIZE, TYPE OF PLASTIC MATERIAL, AND ASTM F. DEAD—END 4" WATER DISTRIBUTION SYSTEM MAINS MAY BE USED TO DESIGNATION WITH WHICH THE TUBING COMPLIES. PRESSURE AND LEAKAGE. TESTS- OF UNDERGROUND .PRESSURE .PIPING SERVE UP TO 10 ERUs; NO LONGER THAN 300 FEET. JOINTS G. FIREFLOW REQUIREMENTS SHALL BE AS OUTLINED WITHIN THE I.S.O.. A. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM WITH FIREFLOW REQUIREMENTS. A. JOINTS FOR POLYETHYLENE TUBING SHALL BE OF THE COMPRESSION SECTION 4 OF THE LATEST EDITION OF AWWA C-60:0 SPECIFICATIONS FOR TYPE, UTILIZING A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. D.I.P. AND AWWA M-23 FOR PVC PIPE, WITH THE EXCEPTION THAT THE H. THE MINIMUM SIZE MAIN SERVING FIRE HYDRANTS SHALL BE 6 INCHES IN STAINLESS STEEL TUBE STIFFENER INSERT SHALL ALSO USED FOR P.E. CONTRACTOR SHALL FURNISH: ALL GAUGES, METERS, PRESSURE. PUMPS RESIDENTIAL AREAS AND 8 INCHES IN COMMERCIAL AREAS. TUBING SERVICES. AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR DESIGNATED REPRESENTATIVE 'SHALL BE PRESENT DURING ALL. TESTING, 1. MAXIMUM" FIRE HYDRANT SPACING SHALL BE 1000 FEET IN SINGLE B. OTHER TYPE JOINTS MAY BE :CONSIDERED FOR SPECIFIC INSTALLATIONS TELEVISING AND FINAL INSPECTIONS. FAMILY RESIDENTIAL AREAS AND 600 FEET IN MULTIPLE —FAMILY UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL BY IRCDUS. RESIDENTIAL AND COMMERCIAL AREAS. B. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST INSTALLATION SHALL BE 1.5 TIMES THE NORMAL WORKING. PRESSURE AT THE POINT OF J. ALL FIRE HYDRANTS SHALL BE PAINTED M—F RED. A. BACKFILL SHALL BE FREE OF ROCKS AND DEBRIS. TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150 K. ALL FIRE MAINS SHALL BE EQUIPPED WITH A DETECTOR CHECK VALVE AS THAT B. RENDING RADIUS SHALL BE LARGE ENOUGH SO THAT TUBING IS NOT PSIG (100 PSIG FOR FORCEMAiN). THE CONTRACTOR SHALL PROVIDE SHOWN IN DETAIL W-8. CRIMPED OR DAMAGED, AND SO THAT THE FLOW WATER IS NOT TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE RESTRICTED. REQUIRED TEST PRESSURE. CORPORATION COCKS AT LEAST 1 INCH IN L. IT SHALL BE DEMONSTRATED TO THE INDIAN RIVER COUNTY UTILITIES DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED DEPARTMENT THAT THE WATER DISTRIBUTION SYSTEM CAN SUPPLY THE �+ MISCELLANEOUS VALVES AT EACH PIPE DEAD—END IN ORDER TO BLEED AIR FROM THE LINE. DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST REQUIRED DEMAND RATE AND FIREFLOW PRIOR TO ACCEPTANCE BY IRCDUS, AND AN ON —SITE FIREFLOW TEST SHALL BE CONDUCTED BY THE OF THESE ITEMS SHALL BE INCLUDED AS PART OF THE TESTING. INDIAN RIVER COUNTY FIRE DEPARTMENT. AND APPURTE519AN0E:9 GENERAL C. THE LEAKAGE TEST SHALL BE CONDUCTED.CONCURRENTLY WITH THE 'SHALL RESTRAINED JOINTS HYDROSTATIC' PRESSURE TEST AND BE OF NOT LESS THAN 2 A. ALL OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE HOURS. DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE A. RESTRAINED JOINTS SHALL BE USED ON LINES LARGER THAN 12 INCH PRODUCTS OF WELL —ESTABLISHED REPUTABLE FIRMS WHO ARE FULLY REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE DIAMETER. IN LIEU OF THRUST BLOCKING ON LINES 12—INCHES IN EXPERIENCED AND QUALIFIED 1N THE MANUFACTURE OF THE AS SHOWN BY TEST. LINES WHICH FAIL TO MEET TESTS SHALL BE DIAMETER AND SMALLER, AND 'WITH THE APPROVAL OF THE INDIAN PARTICULAR EQUIPMENT TO BE FURNISHED. THE EQUIPMENT SHALL BE REPAIRED' AND RETESTED AS 'NECESSARY UNTIL TEST REQUIREMENTS RIVER COUNTY UTILITIES DEPARTMENT ENGINEER, PIPE HARNESSES DESIGNED, CONSTRUCTED AND INSTALLED ACCORDANCE WITH THE ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND AND/OR TIES OR RESTRAINED PUSH —ON OR RESTRAINED MECHANICAL BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE ACCESSORIES SHALL BE REMOVED AND REPLACED. . THE PIPE —LINES JOINTS MAY BE USED. SECTIONS OF PIPING HAVING RESTRAINED JOINTS SPECIFICATIONS AS APPLICABLE. SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE OR THOSE REQUIRING RESTRAINED JOINTS SHALL BE CONSTRUCTED ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS USING PIPE AND FITTINGS WITH RESTRAINED "LOCKED —TYPE" JOINTS, B. ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE REQUIRED. THE LINE SHALL BE FILLED WITH WATER AND ALL AIR REMOVED, AND THE PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR AND THE JOINTS SHALL BE CAPABLE OF HOLDING AGAINST WITHDRAWAL MAKER AND THE WORKING PRESSURE FOR WHICH THEY ARE DESIGNED THE ENTIRE TEST PERIOD BY MEANS OF A FORCE PUMP TO BE FURNISHED FOR LINE PRESSURES UP TO 150 PSI. THE PIPE AND FITTINGS SHALL BE AS SHOWN FOR RESTRAINED PUSH —ON JOINTS OR RESTRAINED MECHANICAL CAST IN RAISED LETTERS UPON SOME APPROPRIATE PART OF THE BODY. BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR JOINTS ON PAGE 416 IN SECTION VI, IN THE HANDBOOK OF CAST IRON MEASURING THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE PIPE, 4TH EDITION (SEE DETAIL SHEET M5A). C. ALL BURIED VALVES SHALL BE MECHANICAL JOINT. ALL ABOVE —GROUND AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. TESTING VALVES SHALL BE FLANGED. SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13 OF AWWA STANDARD C600. THE ALLOWABLE RATE B. N0 SET SCREW RETAINER GLANDS ARE TO BE USED ON PVC/D.I.P. PIPE D. GATE VALVES SHALL BE USED ON WATER LINES. BUTTERFLY VALVES OF LEAKAGE SHALL BE LESS THAN,THE NUMBER OF GALLONS PER HOUR CONNECTIONS. USE BOLT RESTRAINER JOINTS ONLY. MAY BE USED IN LIEU OF GATE VALVES FOR SIZES 12" AND LARGER. DETERMINED BY THE FOLLOWING FORMULA: C. THE MINIMUM NUMBER OF RESTRAINED JOINTS REQUIRED FOR RESISTING E. PLUG VALVES SHALL BE USED IN FORCEMAIN APPLICATIONS. L = ND X (P)1/2 FORCES AT FITTINGS OF ESHALL DLENGTH GDIRECTIONES IN 7400 DETERMINED FROM THE OF RESTRAINED PIPE ONEACHSIDE OF F. VALVES AND APPURTENANCES OTHER THAN THOSE SPECIFICALLY FITTINGS AND CHANGES IN DIRECTION NECESSARY TO DEVELOP CALLED OUT IN THIS SECTION MAY BE APPROVED FOR USE BY INDIAN L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR THE FORMULA AND PARAMETERS GIVEN BELOW SHALL BE USED ADEQUATE RESISTING FRICTION WITH THE SOIL. L. DETERMINE THE RIVER COUNTY UTILITIES DEPARTMENT ON A CASE —BY —EASE BASIS. MINIMUM REQUIREMENTS: CRITERIA FOR APPROVAL SHALL INCLUDE THE INTERCHANGEABILITY OF N = NUMBER OF JOINTS IN THE SECTION TESTED THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS L = 1.5PA (1—COS X) SPECIFICALLY CALLED OUT IN THESE SPECIFICATIONS. D = NOMINAL DIAMETER OF THE PIPE IN INCHES fw GATE VALVES (4—INCH AND LARGER). P = AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST WHERE: L = LENGTH OF PIPE ON EACH SIDE OF FITTINGS OR CHANGE IN A. ALL BURIED GATE VALVES SHALL MEET THE REQUIREMENTS OF AWWA IN POUNDS PER SQUARE INCH GAUGE DIRECTION C509. VALVES SHALL BE RATED FOR 150 PSI WORKING PRESSURE AND A D. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE P = 150 PSI, UNLESS OTHERWISE NOTED. MINIMUM 3.00 PSI TEST PRESSURE. VALVES SHALL BE IRON BODY, BRONZE MOUNTED, RESILIENT SEATED; NON —RISING STEM TYPE FITTED ENGINEER FOR REVIEW AT LEAST FIVE (5). WORKNGIDAYS BEFORE WITH "O-RING" SEALS. THE OPERATING NUTS SHALL BE STANDARD STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND A = CROSS -SECTIONAL AREA IN SQUARE INCHES BASED ON OUTSIDE AWWA 2" SQUARE. ALL VALVES SHALL OPEN COUNTERCLOCKWISE. ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT DIAMETER (O.D.) OF PIPE, AFTER COMPLETION AND ACCEPTANCE OF FIELD HYDROSTATIC STUFFING BOXES SHALL. BE THE "O—RING' TYPE. GATE VALVES SHALL BE TEST, UNLESS OTHERWISE .DIRECTED BY THE ENGINEER. ANY DAMAGE X =ANGLE OF BEND OR CHANGE IN DIRECTION IN DEGREES. MECHANICAL JOINT, ANSI STANDARD 21.11, EXCEPT -WHERE SHOWN TO THE PIPE COATING SHALL BE REPAIRED BY THEI CONTRACTOR, LINES OTHERWISE. SHALL BE TOTALLY FREE AND CLEAN PRIOR TO FINAL ACCEPTANCE. f = COEFFICIENT OF FRICTION = 0.4 (MAXIMUM). B. WHERE REQUIRED, GATE VALVES SHALL BE PROVIDED WITH A BOX CAST E. THE ENGINEER OR THE 'ENGINEER'S REPRESENTATIVE' MUST 'BE PRESENT W = 2Wearth + Wpipe + Wwater in pipe IN THE SLAB AND A BOX COVER, BOX COVER OPENING SHALL BE FOR DURING TESTING. Weorth = (density of soil*)(depth of cover in feet)(O.D. in feet) VALVE STEM AND NUT. VALVE WRENCHES AND EXTENSION STEMS SHALL BE PROVIDED BY THE MANUFACTURER TO ACTUATE THE VALVES.. THE FLOOR BOX AND COVER SHALL BE CAST IRON AND EQUAL TO THOSE F. NO THRUST BLOCKS SHALL BE BACKFILLED UNTIL INSPECTED BY IRCDUS * MAXIMUM 120 LBS./CUBIC FT. ABOVE MAXIMUM WATER TABLE MANUFACTURED BY M & H, CLOW, AMERICAN DARLING, DEZURIK, OR INSPECTORS. ELEVATION AND 60 LBS./ CUBIC FT. BELOW MAXIMUM WATER APPROVED EQUAL (SEE DRAWING NO. M-7), TABLE ELEVATION. CALL TOLL FREE 1-800 432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 0) p N _I Q Q Q Q < m w M t a , 0 W Z z Z Y t w 2 p Of Q< 0 0 0 0 t LF U Ana 0 Za I Q N rmr� VJ S0 G Z 00 � a ® 0 5 U IfL M W aZ z WF- o H M W m N W Z U — J N 20, Qa Z a SHEET BRUCE A MCNA, R. PE #147529 �-429 BRASS CLEANOUT FERRULE WITH FLANGED SCREW PLUG COUNTERSUNK HEAD 12"x127x6" CONCRETE COLLAR GRADE FLOW AT THIS POINT IF SEWER IS OVER 4" CLEANOUT DETAIL N.T.S. HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER GRAVITY SEWER GRAVITY & F.M. STORM SEWER HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. 5' C/C POTABLE WATER --- --- 18" 10, 18" 10, 18" 3' 0/O RECLAIMED WATER 5' C/C 18" --- --- 5' C/C 18 --- --- 3' 0/0 3' 0/0 SANITARY SEWER 10, 18T 5' C/C 18" --- --- --- --- 3' 0/0 GENERAL NOTES 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS 4) ACCEPTABLE VARIANCES: DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATIVE CODE (F.A.C). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LINES. LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE ENCASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS * 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED SHALL MEAN REGAINED. UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED B. WHERE 16' MINIMUM VERTICAL SEPARATION IS NOT ATTAINABLE RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR SHALL APPLY. ENCASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION C. IF 36" MINIMUM DEPTH OF COVER IS NOT MAINTAINED, SPECIAL PRODUCING GREATER CLEARANCE SHALL BE USED. PROTECTION OR PIPE MATERIAL UPGRADE MAY BE REQUIRED. * C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH * 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. THE WORD "MAY'; AS USED ANYWHERE IN THESE SPECIFICATIONS, INDICATES COUNTY ENGINEER'S DISCRETION TO BE `TAKEN ON A CASE BY CASE BASIS. UTILITY PIPE MINIMUM SEPARATION REOUIREMEN`S TABLE MANHOLE NOTES 1. REINFORCING AREA OF 0.20 SQ. 'IN./FT. FOR WALL SECTION, MIN. TO MEET OR EXCEED A.S.T.M. A 185. 2. ALL CEMENT TO BE TYPE II. 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3,000 P.S.I. TO MEET OR EXCEED A.S.T.M. C 478. 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 6". 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED. 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLOOD ZONES. 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. 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" SHALL BE `PROVIDED AS REQUIRED BY IRCDUS 16. TRAFFIC BEARING LID ONLY. 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 19. MATERIALS -.FOR LINING MANHOLES WHERE REQUIRED 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 (AASHO H-20). MANHOLE NOTES LEVELING RINGS 2 COURSES MIN. 6 COURSES MAX. • MANHOLE FRAME & COVER U.S. FOUNDRY DWG. NO. 420A CUT CLASSIFICATION HEIGHT, SEE MANHOLE GRADE STANDARD EFFLUENT & "1" BRANCH INFLUENT DETAIL OBSTRUCTION 36' MIN. IT 6" MIN. (TYP. ) SEE PIPE OPENING DETAIL B SLOPE STAINLESS 2"/FT, I - STEEL STRAPS STANDARD LONG - ---L RADIUS ELBOW FILL CONCRET ELEVATION SECTION B-B TO BE USED WHERE DROP IS 2' OR MORE NOTES 1. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE, 2. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. TYPE '"A" DROP MANHOLE PIPE INVERT-7 im N 010 MANHOLE FRAME & COVER SEE MANHOLE U.S. FOUNDRY DWG. NO.3 EFFLUENT & 420A OPENING MAY BE INFLUENT DETAIL OFFSET o 0 O O O 9 O O O O o000 ADDITIONAL REINFORCING BARS REQUIRED AT OPENING. SLAB TO BE TRAFFIC BEARING LEVELING RINGS PLAN 2 COURSES MIN. 6 COURSES MAX, RAMNECK GASKET z OR EQUAL a O li I N SEE PIPE w ZD cn OPENING DETAIL w 6" MIN. I- (TYP.) j =T FILL CONCRETE I ELEVATION PIPE INVERT) TO BE USED WHEN CUT CLASSIFICATION IS 6.0 OR LESS 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. SLAB TOP MANHOLE 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 BOOT WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY KOR-N-SEAL INC. (FOR PRECAST HOLES) I� H.P. ELEV. OF FILL CONCRETE I TO BE SAME AS O.D. OF PIPE Q " 6" TYP. 4 zt 5/8 PIPE O.D. PIPE OPENING = PIPE O.D. + 6" ELEVATION PIPE OPENING DETAIL U.S.F. DWG. NO. 420A OR EQUAL MANHOLE COVER. LETTERS MARKED "SANITARY SEWER" 24 3/4" OW cn z 3/4 <� _I FLEXIBLE PLASTIC I TY o RAMNECK GASKET O/E `o o SLOP ❑ ❑ COVER 4'-0" I.D. ;- 0 OR 5'-0" I.D p ' ❑ ❑ ❑ ❑ql A SEE PIPE .I A w ``. L2 S y 22-15/16" OPENING cO va Z z ❑ ❑ 20-5 8" DETAIL 6" MIN.-►r SEE MANHO �� 24-3/4" FILL CONCRETE -'PIPE EFFLUENT & INVERT INFLUENT DETAIL 3'-0 ELEVATION SECTION A -A CONCEALEDWATERTIGHT PICKHOLE FRAME SECTION TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" NOTES NOTES A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. 1. SEE MANHOLE NOTES. STANDARD M.H. CASTING 2, SEE STANDARD MANHOLE CASTING DRAWING. 3. SEE PIPE OPENING DETAIL DRAWING. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING. 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE ENGINEER. STANDARD DEEP M.H. COVER * RESTRAINED PRESSURE MAIN JOINTS 49 OR 22 1 /2' ENCASE AS REQ'D. BENDS (M,J.) SPECIAL UTILITY CROSSING - 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 CANNOT BE OBTAINED. GRADE SLOPE TO OBSTRUCTION 36" MINN. COVER �' SEE NOTE N0. 2 PRESSURE MAIN FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH ENCASE AS REQ'D. OF PIPE AT THE POINT OF CROSSING 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 CROSSING BE `ALLOWED. 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 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 W.M.U.D. 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 DEPTH TO BE DETERMINED IN THE FIELD AS REQUIRED TO SINGLE SERVICE AS AVOID UTILITIES (TYP.) SHOWN ON STANDARD LATERALL.4"NOUT & 4" CLEANOUT & DETAIL DRAWINGAND PIPE CAP STAND PIPE N0. S-1PROPERTY OF ROAD LINE ELEVATIONCROWN OF RO I z ° xq TYPICAL TRENCH CONTOUR f>"x4" SWEEP DURING CONSTRUCTION SWEEP 6' BENDS AS REQ'D. 67, 39 LONG z RADIUS BEND y 3/4" DBL. SERVICE AS 2 _ GRAVEL SHOWN ON PD a > CONTINUE GRAVEL BED STANDARD I o r y UNDER & PARALLEL TO LATERAL DETAIL SAND PIPE INTO UNDISTURBED " DRAWING NO. S-t BED SOIL TO PROPERTY LINE '±� � PIPE INVERTx. STANDARD "Y" BRANCH TO BE LOCATED IN FIELD SAND EXCAVATION F 6" 3/4" GRAVEL (a 2 MIN. SECTION H-.H NOTES ROCK EXCAVATION 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. MOD11=1ED RISER LATERAL (DEEP SEWER) SEE MANHOLE EFFLUENT & INFLUENT DETAIL MANHOLE FRAME+& COVER U.S. FOUNDRY DWG: NO. FINISH GRADE 420A LEVELING RINGS 2 COURSES. MIN. o 6 COURSES MAX. 4 3 car CONCENTRIC 4 CONE SEE PIP o1in OPENING 7v - DETAIL w OPE FILL D D FT CONCRETE 6'-4" Q.D. PIPE INVERT ELEVATION SECTION. D-D TO BE USED WHEN CUT CLASSIFICATION IS 6'0" OR LESS 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 STANDARD SHALLOW M.H. SEE PIPE OPENING DETAIL (FOR FIELD 24" FROM EDGE OF MANHOLE INSTALLATION) MAY TO OUTSIDE OF BELL OR P.E. BE PRECAST._-\ JOINT (TYP) K 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 NOTES: 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS MANHOLE EFFLUENT and INFLUENT FINISHED GRADE CONC. ENCASEMENT 6" MIN. BETWEEN OUTSIDE DIAMETERS OF PIPE (TYP.) WATER MAIN SEWER SECTION A -A UTILITY OTHER SANITARY THAN SEWER SEWER CONCRETE ENCASEMENT CONCRETE ENCASEMENT `o Z of z 2'-0" MIN. WATER MAIN oN WATER MAIN WATERLINE TO BE OVER TOP OF A A A f AWHERE POSSIBLE. CLASS 1 LJ CLASS 2 ENCASEMENT DETAILS NOTES N.T.S. 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. WHERE 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 FORCEMAIN) THE WATERLINE (OR FORCEMAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. UTILITY ENCASEMENT TOP OF CAP AT GRADE TOP OF CAP 4" CAP (TYP.) AT GRADE 4" CAP PROPERTY LINE (TYP') E ROAD CROWN �., ELEVATION OF ROAD 0 4' CLEANOUT MIN SLOPE ;" PER FT. PROPERTY USE GREATER SLOPE LINE STAND PIPE 4" CLEANOUT WHERE POSSIBLE STAND PIP I 6„ X 4,. lo 6" X SWEEP ELEVATION SWEEP 6" CAP DEPTH TO BE DETERMINED IN THE FIELD AS REQUIRED TO AVOID UTILITIES. (TYP.) 4" CLEAN OUT STAND PIPE STANDARD "Y' BTHE FI FIELD TO BE LOCATED IN THE FIELD I INSTALLED PLUG (TYP) WRAP WITH DETECTION TAPE---- CLEANOUT PROPERTY �' LINE WRAP WITH DETECTION TAPE 6'-\ 4" CLEANOUT, �w w Z O -J BENDS AS Q REQUIRED �6" DOUBLE "Y' �OF SEWER MAIN TO BE ON �- OF STREET UNLESS 6„ OTHERWISE SHOWN ON PLANS DOUBLE SERVICE SINGLE SERVICE TYPICAL PLAN VIEW TYPICAL NOTES 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS AND WRAPPED AROUND ALL CLEANOUT STAND PIPES. 3. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. STANDARD LATERAL (SHALLOW SEWER) RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER PIPE DIAMETER (INCHES) D. 1. P. P. V. C. PIPE DIAMETER (INCHES) 90' 45' 22� 1lf 90` 45' .22� 11r9 3" 4" 6" 8" 10" 12" 16" 20" 24" 30" 3" 30' 15' 10' 5' 40' 20' 10' 5' 3" 0 0 0 0 0 0 0 0 0 0 4" 35' . 15' 10' 5' 55' 25' 15' .10' 4" 40' 0 0 0 0 0 0 0 0 0 fi' 55' 25' 10' 5' 80' 35' 20' 10' 6" 50' 45' 0 0 0 0 1 0 1 0 0 0 8" 65' 30' 15' 10' 90' 40' 20' 10' T' 75' 70' 40' 0 0 0 0 0 0 0 10" 80' 35' 20' 10'. 110' 50' 25' 15' 10'' 95, 90°: 70' 40' 0 0 0 0 0 0 12" 95' 40' 20' 1 W 130' 55' 30' 15' 12" 120' 115' TOO' 75' 40' 0 0 0 0 0 16" 120' 50' 25' 15' 165' 70' 35' 1 20' 16' 160' 155' 140' 125' 100' 70' 0 0 0 1 0 20" 150' 65' 30' 15' 200' 85' 40' 20' 20" 200' 195' 1 ' 85 7 ' 1 0 150' 13 ' 0 7 ' 5 0 0 0 24" 180' 70' 35' 20' 210' 90'' 45' 25' 24' 160' 155' 150' 140' 135' 120' 90' 50' 0 0 30" 190' 80' 40' 20' 250' 105' 50' 25' 30" 195' 190, 185' 1 80' 170' 160' 120' 105' 70' 0 36" 220' 95' 45' 25' 0 0 0 0 36' 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42" 245' 105' 50' 25' 0 0 0 0 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' 48" 260' 120' 60' 30' . 0 0 0 0 46' 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' RESTRAINED LENGTHS FOR VALVES, DEAD ENDS AND BRANCHES FROM TEES SHALL BE THE SAME AS FOR 90' (DEGREE) BENDS LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE CALL TOLL FREE 1 800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. BRUCE A MOK FL PE #47529 z 0 rn N O 0 z Ill 0 d Q W N � J = >r � m Q Q z Y WI 3 Q w <c W <t cr- _ ¢ cal U Z I w J 4 i ui 0 V♦ ui ui W a C'f Z 0 I 0 m Z J m 0 V V o ILL. E Q Z U) Z p H Q H Z W W W m Z Q V 0 � Q Z Z a Q Q m , W SHEET C12 OF 14 03-429 SANITARY SEWER ROLYVINYL CHLORI E PIPE SCOPE THIS SECTIONCOVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR SANITARY SEWERS GENERAL A. POLYVINYL CHLORIDE (PVC.) .PIPE SHALL BE ALLOWED FOR USE AS POTABLE WATER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE 'PROJECT. THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE MAY BE REQUIRED DURING CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD, PERSONNEL IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS UNSUITABLE FOR THE PARTICULAR APPLICATION, B. POLYVINYL CHLORIDE (PVC.) GRAVITY SEWER PIPE CAN BE USED UP TO A DEPTH OF SIXTEEN FEET AS SPECIFIED HEREIN. DUCTILE IRON PIPE SHALL BE USED FOR DEPTHS GREATER THAN 16 FEET, EXCEPT WHERE OTHER MATERIAL IS SPECIFICALLY SPECIFIED AND APPROVED BY INDIAN RIVER COUNTY UTILITIES DEPARTMENT.' GRAVITY SEWER PIPE_ AND FITTINGS A. GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION - D 3034 SDR 35.' B. FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. C. IN ADDITION TO THE REQUIREMENTS OF ASTM SPECIFICATIONS, THE PIPE SHALL NOT BE OUT -OF -ROUND OR CROOKED IN ALIGNMENT AS DETERMINED BY THE ENGINEER. ANY LENGTH OF PIPE 6 INCHES OR GREATER IN DIAMETER WHOSE INSIDE DIAMETERS MEASURED AT 'RIGHT ANGLES TO EACH OTHER VARY MORE THAN 1/4 INCH MAY BE REJECTED. D. POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM; OR 1NDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. E. MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). ALL PVC: MATERIALS SHALL BE STORED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFIC ATIONS NOT i IRE N DIRECT SU C LIGHT . PVC. PIPE AND FITTINGS ( N WHICH SHOW SIGNS OF ULTRAVIOLET DEGRADATION iS CONSIDERED SUBSTANDARD AND UNFIT FOR USE, AND WILL BE REJECTED BY INDIAN RIVER COUNTY UTILITIES DEPARTMENT. F. ALL WYES, FITTINGS, LATERALS, AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. ADAPTERS SHALL BE COMPATIBLE TO THE APPROVED PIPE AND APPURTENANCES. ALL JOINTS SHALL BE RUBBER GASKETED. G. PIPE SHALL BE GREEN IN COLOR. PIPE JOINT SEALS A. JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212, B. THE JOINT SHALL REMAIN SEALED BY ITS OWN COMPRESSION AND ADHESIVES SHALL NOT BE NECESSARY .TO WELD OR FUSE THE GASKETS TOGETHER. C. THE COMPRESSIVE STRESS WHICH IS' DEVELOPED IN THE GASKET MATERIAL SHALL BE I AS -HIGH AS IS PERMITTED BY THE STRENGTH OF THE BEL L 114RING'TIENSIDN, WITH DUE REGARD TO FACTOR OF SAFETY, AND THIS STRESS SHALL BE AT ITS MAXIMUM VALUE WHEN THE JOINT IS COMPLETELY ASSEMBLED. RETROFITTING SEWER_ -L-.A jERALS GRAVITY SEWER SYSTEMS SHALL BE DESIGNED SUCH THAT LATERALS ARE PROVIDED TO SERVE ALL UNITS AND LOTS, IN CASES WHERE SEWER LATERALS MUST BE ADDED TO A GRAVITY SEWER MAIN, CONNECTIONS SHALL BE MADE USING A SADDLE OR BY INSTALLING A SEWER SERVICE WYE BRANCH AND A SLEEVE -TYPE ADAPTOR, WHICHEVER IS SPECIFIED BY IRCDUS FOR THE PARTICULAR APPLICATION.. ` ADAPTERS SHALL_ BE 'BY FURNCO OR APPROVED EQUAL. SADDLES SHALL BE AS APPROVED BY IRCDUS. WAS.rEWATER AND RECLAIMED WATER FORCEMAINS POLYVINYL CHLORIDE PIPE SCOPE THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR WASTEWATER AND RECLAIMED WATER FORCE MAINS. GENERAL POLYVINYL CHLORIDE (PVC.) PIPE SHALL BE ALLOWED FOR USE AS WASTEWATER RECLAIMED WATER FORCE MAIN PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE PROJECT. THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE MAY BE REQUIRED BY IRCDUS FIELD PERSONNEL, IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS UNSUITABLE FOR THE PARTICULAR APPLICATION, PIPE MATERIALS FOR SIZES 4' THROUGH 12" A. ALL PIPE AND FITTINGS 'INTENDED FOR CONVEYING OR TRANSMITTING POTABLE WASTEWATER OR RECLAIMED WATER SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 150 PSI. B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. PVC. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR1.8. C. POLYVINYL CHLORIDE PRESSURE PIPE SMALLER THAN 4" SHALL BE AS APPROVED BY IRCDUS. D. POLYVINYL CHLORIDE PIPE SHALL BE AS MANUFACTURED BY JM MANUFACTURING COMPANY, OR EQUAL. E. THE PIPE USED FOR WASTEWATER SHALL BE BROWN OR GREEN IN COLOR. THE PIPE USED FOR RECLAIMED WATER SHALL BE PURPLE IN COLOR, JOINTS A. JOINTS FOR PVC. PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY, NO SOLVENT WELD OR THREADED JOINTS .WILL BE PERMITTED. B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATION UPON 0 SUBMISSION OF SPECIFICATIONS AND APPROVAL BY THE ENGINEER. C. RESTRAINT SHALL BE BY NAPPCO C-1300 RESTRAINER OR APPROVED EQUAL. FITTINGS A. ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL M CONFORTO AWWA SPECIFICATION C110 (ANSI 21.10). FITTINGS SHALL BE FACTORY LINED AND COATED. THE EXTERIOR OF THE FITTINGS SHALL HAVE A BITUMINOUS COATING TO A MINIMUM DRY FILM THICKNESS OF 2.0 MIL. THE INTERIOR OF THE FITTINGS SHALL HAVE A COAL -TAR EPDXY LINING. THE .COAL -TAR EPDXY MATERIAL SHALL BE APPLIED IN 2 COATS WITH A 'MINIMUM DRY FILM THICKNESS OF 16.0 MILS. B. THE PRESSURE RATING', SHALL BE 250 PSI. C. JOINT RESTRAINT SHALL .BE BY NA,PPCO C-1300 RESTRAINER, OR APPROVED EQUAL. D. TRACE WIRE REQUIRED SEE INDIAN RIVER COUNTY UTILITY DEPT. SPEC, 6.09 MISCELLANEOUS VALVES AND APPURTENANCES GENERAL A. ALL OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE PRODUCTS OF WELL -ESTABLISHED REPUTABLE FIRMS WHO ARE FULLY EXPERIENCED AND QUALIFIED IN THE MANUFACTURE OF THE PARTICULAR EQUIPMENT TO BE FURNISHED. THE EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE SPECIFICATIONS AS APPLICABLE. B. ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME. OF THE MAKER AND THE WORKING PRESSURE FOR WHICH THEY ARE DESIGNED CAST IN RAISED LETTERS UPON SOME APPROPRIATE PART OF THE BODY. C. ALL BURIED VALVES SHALL BE MECHANICAL JOINT. ALL ABOVE -GROUND VALVES SHALL BE FLANGED. D. GATE VALVES SHALL BE USED ON WATER LINES. BUTTERFLY VALVES MAY BE USED IN LIEU OF GATE VALVES FOR SIZES 127' AND LARGER. E. PLUG VALVES SHALL BE USED IN FORCE MAIN APPLICATIONS. F. VALVES. AND APPURTENANCES OTHER THAN THOSE SPECIFICALLY CALLED OUT IN THIS SECTION MAY BE APPROVED FOR USE BY INDIAN RIVER COUNTY UTILITIES DEPARTMENT ON A CASE -BY -CASE 'BASIS. CRITERIA FOR APPROVAL SHALL INCLUDE THE INTERCHANGEABILITY OF THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS SPECIFICALLY CALLED OUT IN THESE SPECIFICATIONS. CHECK VALVES A. CHECK VALVES FOR DUCTILE IRON PIPELINES SHALL BE SWING TYPE AND SHALL MEET THE MATERIALS REQUIREMENTS OF AWWA SPECIFICATION C508. THE VALVES SHALL BE IRON BODY, BRONZE MOUNTED, SINGLE DISC, 150 WORKING WATER PRESSURE, NON -SHOCK, NON -SLAM, SLOW CLOSING, AND HYDROSTATICALLY TESTED AT 300 PSI. ENDS SHALL BE 125 POUND ANSI B16.1 FLANGES OR 125 POUND ANSI 82.1 THREADED FITTINGS, DEPENDING UPON LOCATION. B. WHEN THERE IS NO FLOW THROUGH THE LINE, THE DISC SHALL HANG LIGHTLY AGAINST ITS SEAT. WHEN OPEN, THE DISC SHALL SWING CLEAR OF THE WATERWAY. C. CHECK VALVES SHALL HAVE BRONZE SEAT AND BODY RINGS, EXTENDED BRONZE HINGE PINS, AND BRONZE NUTS ON THE BOLTS AND BOLTED COVERS. D. VALVES SHALL BE SO CONSTRUCTED THAT DISC AND BODY SEAT MAY EASILY BE REMOVED AND REPLACED WITHOUT REMOVING THE VALVE FROM THE LINE. VALVES SHALL BE FITTED WITH AN EXTENDED HINGE ARM WITH OUTSIDE LEVER AND- WEIGHT, AS NECESSARY. E. CHECK VALVES L ES FOR 'PVC PIPE LESS THAN 6" IN DIAMETER SHALL BE OF PVC TYPE 1, SERIES BC, WITH UNION, SOCKET, THREADED, OR FLANGED ENDS, AS REQUIRED. PVC BALL CHECK VALVES SHALL BE AS MANUFACTURED BY CELANESE PIPING SYSTEMS, INC., WALLACE AND TIERNAN, INC., PLASTILINE, INC., OR APPROVED EQUAL. PLUG VALVES A. PLUG VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE WITH SEMI - STEEL BODIES, RESILIENT FACED PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY, PORT AREAS SHALL BE AT LEAST 80 PERCENT OF FULL PIPE AREA FOR VALVES 20 INCHES AND SMALLER. PORT AREA SHALL BE 70 PERCENT FOR ALL VALVES 24 INCHES AND LARGER. ALL VALVES 4 INCHES AND LARGER SHALL BE OF THE BOLTED DESIGN. ALL EXPOSED NUTS, BOLTS, SPRINGS AND WASHERS SHALL BE HOT DIPPED GALVANIZED, EXCEPT EXPOSED HARDWARE FOR SUBMERGED VALVES SHALL BE OF STAINLESS STEEL. VALVE BODIES SHALL BE SEMI -STEEL WITH 125-POUND ANSI STANDARD FLANGED ENDS FOR INTERIOR OR ABOVEGROUND SERVICE; MECHANICAL JOINT FOR BURIED SERVICE AND FOR USE WITH THREADED CAST IRON OR DUCTILE IRON PIPING SHALL HAVE SCREWED END CONNECTIONS. THE PLUG SHALL BE ONE PIECE AND OF SUFFICIENT DESIGN SO AS NOT TO REQUIRE A STIFFENING MEMBER OPPOSITE THE FACE PLUG. B. PLUG VALVES 6 INCHES AND LARGER SHALL BE EQUIPPED WITH GEAR ACTUATORS, WHICH SHALL CLEARLY INDICATE VALVE POSITION AND AN ADJUSTABLE STOP SHALL BE PROVIDED. CONSTRUCTION OF ACTUATOR HOUSING SHALL BE SEMI -STEEL. ALL GEARING SHALL BE ENCLOSED, SUITABLE FOR RUNNING IN OIL WITH SEALS PROVIDED ON . ALL SHAFTS TO PREVENT ENTRY OF DIRT AND WATER INTO THE ACTUATOR. ALL SHAFT BEARINGS SHALL BE FURNISHED WITH PERMANENTLY LUBRICATED BEARING BUSHINGS, C. THREE-WAY PLUG VALVES SHALL BE NON -LUBRICATED GEAR OPERATED. VALVE BODIES SHALL BE SEMI=STEEL WITH 125-POUND ANSI STANDARD FLANGES, AND ALL PLUGS SHALL BE RESILIENT FACED. THREE-WAY VALVES SHALL BE 3-WAY, 3-PORT, 270 DEGREE TURN. D. PLUG VALVES AND ACTUATORS SHALL BE AS MANUFACTURED BY DEZURIK CORPORATION (100 SERIES), VALVEMATIC (1500 SERIES), OR EQUAL. TAPPING SLEEVES AND VALVES A. TAPPING SLEEVES SHALL BE THE MECHANICAL JOINT TYPE WITH DUCTILE IRON BODIES AND THE APPROPRIATE GASKETS FOR EACH TYPE OF SERVICE MAIN, AND BE AS MANUFACTURED BY MUELLER COMPANY, OR APPROVED EQUAL. B. TAPPING VALVES SHALL BE MECHANICAL JOINT AND SPECIFICALLY FOR THE PURPOSE OF TAPPING PRESSURIZED MAINS, AND BE AS MANUFACTURED BY MUELLER COMPANY, OR APPROVED EQUAL. C. STAINLESS STEEL WRAPAROUND TAPPINGSLEEVEAND VALVE MAY BE USED IF APPROVED BY THE DEPARTMENT OF UTILITY SERVICES. TESTING AND INSPECTION OF WATERMAINS, WAS FORC 'MAINS AND GRAVITY SEWERS PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM WITH SECTION 4 OF THE LATEST EDITION OF AWWA C-600 SPECIFICATIONS FOR D.I.P. AND AWWA. M-23 FOR PVC PIPE, WITH THE EXCEPTION THAT THE CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR DESIGNATED REPRESENTATIVE SHALL BE PRESENT DURING ALL TESTING, TELEVISING AND FINAL INSPECTIONS. B. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT. LESS THAN 150 PSIG (100 PSIG FOR FORCE MAIN), THE CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE REQUIRED TEST PRESSURE. CORPORATION COCKS AT LEAST 1 INCH IN DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED AT EACH PIPE DEAD-END IN ORDER TO BLEED AIR FROM THE LINE. DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST OF THESE ITEMS SHALL BE INCLUDED AS, -PART OF THE TESTING. C. THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT LESS THAN 2 HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE AS SHOWN BY TEST. LINES WHICH FAIL TO MEET TESTS SHALL BE REPAIRED AND RETESTED AS NECESSARY UNTIL TEST REQUIREMENTS ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PIPE -LINES SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS REQUIRED. THE LINE SHALL BE FILLED WITH WATER AND ALL AIR REMOVED, AND THE PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR THE ENTIRE TEST PERIOD BY MEANS OF A FORCE PUMP .TO BE FURNISHED BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR MEASURING THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE AMOUNT OF WATER REQUIRED iS A MEASURE OF THE LEAKAGE. TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13 OF AWWA STANDARD C600. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: L=ND X (Pi /2 7400 L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR N = NUMBER OF JOINTS IN THE SECTION TESTED D = NOMINAL DIAMETER OF THE PIPE IN INCHES P = AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE D. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER FOR REVIEW AT LEAST FIVE (5) WORKING DAYS BEFORE STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ANY DAMAGE TO THE PIPE COATING SHALL BE REPAIRED BY THE CONTRACTOR. LINES SHALL BE TOTALLY FREE AND CLEAN PRIOR TO FINAL ACCEPTANCE. E. THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE MUST BE PRESENT DURING TESTING, F. NO THRUST BLOCKS SHALL BE BACKFILLED UNTIL INSPECTED BY IRCDUS INSPECTORS. TESTING OF GRAVITY SEWERS A. LEAKAGE TESTS BY EXFILTRATION OR INFILTRATION, AS DESCRIBED BELOW, WILL BE MADE ON ALL PIPE. THE COUNTY SHALL HAVE THE OPTION OF DETERMINING WHICH TEST SHALL BE EMPLOYED. GENERALLY, IF THE GROUNDWATER TABLE IS BELOW THE BOTTOM OF THE PIPE, AN EXFILTRATION TEST SHALL BE USED. B. EXFILTRATION TESTS WILL BE MADE ON PIPE BEFORE OR AFTER BACKFILLING, AT THE DISCRETION OF THE COUNTY. THE LENGTH OF THE SEWER TO BE TESTED SHALL BE SUCH THAT THE HEAD OVER THE CROWN OF THE UPSTREAM END IS NOT LESS THAN 2 FEET, AND THE HEAD OVER THE DOWNSTREAM CROWN IS NOT MORE THAN 6 FEET, UNLESS DIRECTED BY PNEUMATIC 'BAGS OR MECHANICAL PLUGS IN SUCH A MANNER THAT THE AIR CAN BE RELEASED FROM THE SEWER WHILE IT IS BEING FILLED WITH WATER. THE TEST SHALL BE CONTINUED FOR ONE HOUR AND PROVISIONS SHALL BE MADE FOR MEASURING THE AMOUNT OF WATER REQUIRED TO MAINTAIN THE WATER AT A CONSTANT LEVEL DURING THIS PERIOD. IF TEST RESULTS ARE UNSATISFACTORY, THE ENGINEER MAY DIRECT THAT ADDITIONAL TESTS ARE MADE ON ANY OR ALL OF THE PIPE. C. IF ANY JOINT SHOWS AN APPRECIABLE AMOUNT OF LEAKAGE, THE JOINTING MATERIAL SHALL BE REMOVED AND JOINT REMADE. IF ANY PIPE IS DEFECTIVE, IT SHALL BE REMOVED AND REPLACED. IF THE QUANTITY OF WATER REQUIRED TO MAINTAIN A CONSTANT LEVEL IN THE SEWER FOR ONE HOUR DOES NOT EXCEED 100 GALLONS PER INCH OF DIAMETER PER DAY PER MILE OF SEWER AND IF ALL THE LEAKAGE IS NOT CONFINED TO A FEW JOINTS, THE WORKMANSHIP SHALL BE CONSIDERED SATISFACTORY. IF THE AMOUNT OF LEAKAGE INDICATES DEFECTIVE JOINTS OR BROKEN PIPES, THEY SHALL BE CORRECTED BY THE CONTRACTOR. D. PIPE SHALL BE TESTED FOR INFILTRATION AFTER THE BACKFILL HAS BEEN PLACED. INFILTRATION TESTS SHALL BE MADE UNDER THE SUPERVISION OF THE COUNTY, AND THE LENGTH OF THE LINE TO BE TESTED SHALL BE AS DIRECTED BY THE COUNTY. THE ALLOWABLE FILTRATION SHALL BE 100 GALLONS PER INCH OF DIAMETER PER DAY PER MILE OF SEWER. E. RATES OF INFILTRATION SHALL BE DETERMINED BY MEANS OF V-NOTCH WEIRS, PIPE SPIGOT, OR BY PLUGS IN THE END OF THE PIPE, TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR IN AN APPROVED MANNER, AND AT SUCH TIMES AND LOCATIONS AS MAY BE DIRECTED BY THE COUNTY. F. IF AN INSPECTION OF THE COMPLETED SEWER OR ANY PART THEREOF SHOWS AND MANHOLES, PIPES, OR JOINTS WHICH ALLOW THE INFILTRATION OF WATER IN A NOTICEABLE STREAM OR JET, THE DEFECTIVE WORK OR MATERIAL SHALL BE REPLACED OR REPAIRED, AS DIRECTED. G. LEAKAGE BETWEEN TWO ADJACENT MANHOLES MAY BE DOUBLE THE AMOUNT ABOVE STATED, PROVIDED THE AVERAGE LEAKAGE FOR A TOTAL LENGTH OF ANY SIZE DOES NOT EXCEED THE AMOUNT FIRST STATED, AND PROVIDED THERE ARE NOT GUSHING OR SPURTING LEAKS. H. ALL WATER USED IN TESTING AND FLUSHING SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. 1. THE CONTRACTOR MAY USE AN AIR TEST IN LIEU OF THE EXFILTRATION TEST AS DESCRIBED ABOVE. IF HE ELECTS TO DO THIS, HE SHALL SUBMIT HIS PROPOSED METHOD TO THE COUNTY FOR APPROVAL. J. IF THE RESULTS OF THE AIR TEST ARE UNSATISFACTORY, AS DETERMINED BY THE COUNTY, THE CONTRACTOR SHALL BE REQUIRED TO PERFORM THE EXFILTRATION TEST AS OUTLINED ABOVE. K. AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL OF THE PIPE BY FLUSHING WITH WATER OR OTHER MEANS TO REMOVE ALL DIRT, STONES, PIECES OF WOOD, OR OTHER MATERIAL WHICH MAY HAVE ENTERED DURING THE CONSTRUCTION PERIOD. DEBRIS CLEANED FROM THE LINES SHALL BE REMOVED FROM THE LOWEST OUTLET. IF, AFTER THIS OUTLET CLEANING, OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. AFTER THE PIPE IS CLEANED AND IF THE GROUNDWATER LEVEL IS ABOVE THE PIPE, OR FOLLOWING A HEAVY RAIN, THE COUNTY WILL EXAMINE THE PIPE FOR LEAKS. IF DEFECTIVE PIPES OR JOINTS ARE DISCOVERED AT THIS TIME, THEY SHALL BE REPAIRED BY THE CONTRACTOR. L. UPON COMPLETION OF THE WORK, THE SEWER SYSTEM OR SELECTED SECTIONS THEREIN SHALL BE SUBJECTED TO A FINAL TEST AND INSPECTION. ALL WORK IN THE SYSTEM OR SECTIONS THEREIN BEING TESTED SHALL BE COMPLETE, CLEANED AND READY FOR USE. TESTS SHALL BE AS SPECIFIED HEREIN AND SHALL MEET ALL REQUIREMENTS AS TO LINE, GRADE, CLEAN LINES, INFILTRATION, EXFILTRATION AND WORKMANSHIP. M. INSPECTION OF MAINS SHALL BE BY USE OF A SELF-CONTAINED TELEVISION SYSTEM AND LAMPING. THESE FACILITIES SHALL BE PROVIDED AND OPERATED BY THE CONTRACTOR AS SPECIFIED BELOW: THE CONTRACTOR SHALL. PROVIDE THE COUNTY WITH VIDEOTAPE RECORDINGS, ON. VHS FORMAT, OF THE INTERIOR OF ALL MAIN LINE GRAVITY SEWERS 8 INCHES IN DIAMETER AND LARGER. THE TAPES SHALL BE CONTAINED IN A APPROVED CARTRIDGE -TYPE CONTAINER. THE TAPES SHALL BE RECORDED BY PULLING A TELEVISION CAMERA THROUGH THE LINE ALONG THE AXIS OF THE PIPE. THE TELEVISION EQUIPMENT SHALL CONSIST OF A SELF- CONTAINED CAMERA AND A MONITORING UNIT CONNECTED BY A COAXIAL CABLE. THESE RECORDINGS SHALL BE DONE DURING THE INSPECTION OF THE MAINS. MONITORS SHALL BE AVAILABLE TO THE ENGINEER AND OWNER DURING THESE INSPECTIONS. MONITORS SHALL ALSO BE PROVIDED WITH A "POLAROID" TYPE CAMERA SO THAT, AS MAY BE REQUESTED BY THE COUNTY, PHOTOGRAPHS WILL BE MADE OF A PARTICULAR PORTION OF THE MAIN BEING VIEWED. THE TAPES SHALL BE PROPERLY EXPOSED AND THE CAMERA SHALL BE IN PROPER FOCUS SO THAT GOOD, CLEAR RECORDINGS SHOWING DETAIL ARE PRODUCED. TAPES SHALL BE IDENTIFIED BY AUDIO RECORDINGS NOTING THE MANHOLE NUMBERS, DISTANCES TO SERVICE LATERAL CONNECTIONS, DIRECTION OF LATERAL CONNECTION,. AND ANY LEAKS, CRACKS OR PIPE DEFECTS. EACH CARTRIDGE SHALL BE CLEARLY MARKED AS TO THE CONTENTS AND NUMBER, WITH AN INDEX OF ALL CARTRIDGES. VIDEOTAPES OF THE COMPLETED MAINS SHALL BE DELIVERED TO IRCDUS. THE CONTRACTOR SHALL PROVIDE ANY ASSISTANCE REQUIRED BY THE COUNTY TO ASSIST THE ENGINEER WITH VISUAL INSPECTIONS. GENERAL DESIGN DATA GRAVITY SEWERS A. ALL SANITARY SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INDIAN RIVER COUNTY WASTEWATER MASTER PLAN. DESIGN TO BE DONE ACCORDING TO (10) STATE STANDARDS AND CURRENT REGULATORY AGENCY REQUIREMENTS. B. GRAVITY SEWERS SHALL BE DESIGNED FOR ESTIMATED PEAK FLOW AT ULTIMATE DEVELOPMENT, WHICH SHALL BE THE PRODUCT OF A SELECTED PEAKING FACTOR AND THE PROJECTED OR KNOWN DAILY FLOW AT ULTIMATE SYSTEM DEVELOPMENT. C. PROJECTIONS OF AVERAGE DAILY FLOWS SHALL BE MADE USING A PER CAPITA SEWAGE FLOW OF 100 GALLONS PER DAY AND IN ACCORDANCE WITH INDIAN RIVER COUNTY ORDINANCES. PEAK HOUR (DESIGN) FLOWS SHALL BE ESTIMATED USING A PEAKING FACTOR OF 2.0 TIMES THE AVERAGE DAILY FLOW, OR AS OUTLINED WITHIN (10) STATE STANDARDS. D. ALL SEWERS SHALL BE SIZED TO PROVIDE AMPLE CAPACITY FOR, PEAK DESIGN FLOWS. THE MINIMUM ALLOWABLE PIPE SIZE SHALL BE 8" FOR COLLECTION LINES AND 6" FOR SERVICE LATERALS. SEWERS; SHALL BE DESIGNED AT SLOPES PROVIDING MINIMUM VELOCITIES .OF 2 FEET PER SECOND WHEN FLOWING FULL OR HALF -FULL, USING THE MANNINGS ROUGHNESS COEFFICIENT (n) OF 0.013 FOR DUCTILE IRON PIPE AND 0.012 FOR POLYVINYL CHLORIDE PIPE. IN GENERAL THE FOLLOWING MINIMUM SLOPES SHALL BE PROVIDED FOR SEWER SIZES 8" TO 36 OR APPROVED BY UTILITY: VCP & DIP PVC PIPE DIAMETER n = 0.013 n = 0.012 8 0.33% 0.28% 10 0.25% 0.21 % 12 0.20% 0.17% 15 0,15% 0.12% 18 0.11% 0.10% 21 0.09 % 0.08% 24 0.08% 0.07% E. MANHOLES SHALL BE INSTALLED AT THE END OF EACH LINE; AT ALL CHANGES IN GRADE, SIZE OR ALIGNMENT; AT ALL JUNCTIONS (EXCLUDING SERVICE LATERALS); AND AT DISTANCES NO GREATER THAN 400 FEET. F. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES, EXCEPT AT TERMINAL ENDS OF THE SYSTEM. EARTHWORK AND BACKFILL A. ALL EXCAVATION FOR UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE ADEQUATELY GUARDED WITH BARRICADES AND LIGHTS, SO AS TO PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS, CURBS, PARKWAYS AND OTHER PUBLIC PROPERTY DISTURBED IN THE COURSE OF THE WORK SHALL BE RESTORED IN A MANNER SATISFACTORY TO THE COUNTY. B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6- INCH DISTANCE BELOW THE PIPE INVERT TO THE BOTTOM 12 INCHES ABOVE THE TOP OF THE PIPE, SHALL BE PER THE MANUFACTURER'S REQUIREMENTS. C. ALL GRAVITY SEWER INSTALLATION PROCEDURES MUST BE IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. ALL GRAVITY SEWERS AND FORCE MAINS SHALL BE INSTALLED TO HAVE A MINIMUM OF 36 INCHES INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. D. INSTALLATION OF FORCE MAINS SHALL BE IN ACCORDANCE WITH AWWA STANDARD C600 AND THE INSTALLATION SPECIFICATIONS FOR WATER LINES IN THE WATER DISTRIBUTION SECTION, IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. 1. TRENCH - TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR INSTALLATION OF THE PIPE, AND SHALL COMPLY WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE PIPE. 2. BACKFILL - ONLY GOOD QUALITY BACKFILL, FREE OF STONES, HARD PAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR OTHER DEBRIS WHICH MIGHT BE DAMAGING TO THE PIPE, SHALL BE USED. BACKFILL SHALL BE PLACED IN THE TRENCH IN UNIFORM LIFTS OF 12 INCHES. 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. BACKFILL SHALL BE COMPACTED IN LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95 PERCENT OF MAXIMUM DENSITY IN ROADWAYS AND SHOULDERS, AND 90 PRECENT IN EASEMENTS, IN ACCORDANCE WITH AASATO T-180 AND ASTM D-2167. 4. DEWATERING - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL -POINTING WILL BE REQUIRED AS NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND PUMPED TO SUITABLE PLACES FOR DISPOSAL, AS PERMITTED BY LOCAL AND STATE REGULATION. 5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY BE NECESSARY FOR THE PROTECTION OF THE WORK, PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES, AND THE SAFETY OF EMPLOYEES. SHEETING AND BRACING SHALL BE UNIFORM TO OSHA REQUIREMENTS. CALL TOLL FREE 1 800 432-41-70 SUNSHINE STATE ONE CALL OF FLORIDA, INC. d- O [V tV d' J m a m Q zw Z Z Y w 2 0 U Z VJ W I— Q UW 0r� nQ rco „+ Q Q � Q � I m W I Q �MM o cc VJ 0 2 O (� Z 0O p a Q z za M Z 0 U W Z . o i W Q W N 2 20 �a W V Z a Z Q Q m Lv In C13 OF 14 a9UCE A MO/A, FL PE #47529 03=429 SPECIFICATIONS NON CLOG PUMP SPECIFICATION Part 1 - General- 1. 01 Furnish 'and install two non -clog pumps to deliver 1 1 GPMa ai.nst a total 'head of 2Q feet Total Dynamic Head (TDH). Pumps shall be capable of handling domestics wage with minimal maintenance. The motor shall be - ([0 HP, D RPM, 1 ]' VOLT/PHASE/ 60 HERTZ. The motor shall be an Iintegral part of the pumping unit. Pump discharge size shall be 1113 inch._ Pump, control syst6m, and FRP (fiberglass reinforced polyester) wetwell shall be "CBG/LIFT PAC"TM provided and manufactured by Gerber Pumps, Inc., Winter Park, Florida. (407) 671-3599 © 1988 Contract award shall be on the basis of th:e= baste; bid CBG/Lift PACE system, Alternative de.ductive systems shall be con;sldered only after confract award. Alternative deducfive syYstem In`ust be specified at bid tittle IThe' contractor shall': reirnburse the engineer for addltiondl expenses to review alternative system. Amy savings shall be shared with the owner. Due to the supsrior corrosion resistance and leak proof design of fiberglass, a concrete wetwell will NOT be permitted. The entire lift station system shall be supplied by the pump supplier and certification of supply will be required. Part 2 Products 2.01 PUMP - Pump shall be of the centrifugal non -clog type n Model a) or equal with an integrally built submersible type motor. The pump shall be mounted in the FRP basin in such a way that solids are fed in an up -flow direction to the impeller. Motor shall. have two heavy duty ball bearings to support the pump shaft and take radial and thrust loads. Ball bearings shall be designed for 50,000 hours B-10 life. Stator shall be heat shrunk into the motor housing. On single phase motors a line break overload shall be attached to the windings to stop the motor if th,e temperature of the winding is more than 130 C. ° This overload will automatically reset- when the motor cools to safe oj.�rating temperature. On three phase motors overcurrent protection should be provided in the control panel. The common pump -motor shaft shall be of AISI 416 stainless steel. Seal - Motor shall be protected by mechanical seal. Seal faces shall be lubricated by the oil -filled motor housing above the seal. Faces shall be carbon and ceramic and lapped` to d flatness of one light. band. Seal faces of tungsten carbide are optional. Imp Filer - Shall be cast iron and of the 2 vane non -clog enclosed fy-f,f: capable of passing 4 dia. size solids. Vone inlet tips shall be carefully rounded to prevent stringy material from catching in the vanes. Pump -out vanes shall be used on front and back shrouds and impeller shall be dynamically 'balanced by grinding on shroud faces. Impeller shall be driven by stainless steel shaft key and held in place with lock screw and washer. Impeller and motor shall lift off case as a unit without disturbing discharge piping. Pump Case -The volute case shall be cast iron and have a flanged center discharge. Discharge flange shall be Q_ inch standard with bolt hales straddling center line. Pump and Motor Casting All castings shall be of high tensile cast iron and shall be treated with phosphate and chromate rinse. All fasteners shall be 304 stainless steel. Power Cobles - Power cable shall be double sealed. Cable entry into cord cap shall be sealed by a cord grip fitting. Individual wire entry into top of motor housing shall. be sealed by a rubber compression sealing grommet. Insulation of power cable shall be type SOW/SOW-A. 2.02 DUPLEX PUMP CONTROL PANEL - Each non-clog..pump control panel shrill control two At HP, 1''1 / 60 Hz. non -clog pumps The four float control system shall operate on 24>. Volt' service, The enclosure�_ h°al"I' be NEMA 3R, minimum 24" High, 20" wide, -8" deep, fabricated from AISI 304 stainless steel with provision for padlocking. The backpanel and hinged deadfront shall be constructed of corrosion resistant T6065 alloy aluminum. All bolts, nuts, washers, lock washers, and machine screws shall be stainless steel. The enclosure shall have external mounting feet to allow for wail mounting. The deadfront shall be held closed by an easily opened locking device. All components mounted to or protruding through the deadfront shall be 'identified by lettering engraved in 2 ply phenolic engraving stock. The following components shall be mounted through the deadfro-it: 1 Main circuit breaker (if EGR used) 1 Emergency circuit breaker (if EGR used) 1 Control/Convenience receptacle circuit breaker 1 Duplex -GFI convenience receptacle 2 Pump run indicator, lights 2 Hand-off-auto..switche's 2 Manual overload resets 2 Two pole pump circuit protectors with on/off switch (1 f ), three pole 0 0) The following shall be mounted to the backponel: 2 Motor circuit protectors providing single phase sensitivity and Class 10 ambient "temperature compensated thermal overload protection as defined in NEMA Standards (Part ICS 2-222) and complying with 4EC-292 and IEC-157-1 Standards. Definite purpose contactors are not acceptable. 2 Start capacitors sized to match motor requirements, 1 V. 2 Run capacitors sized to match motor requirements, 1 0• 2 Start relays sized to match motor, requirements, 1 Rl 1 24 volt control transformer 1 Strip heater to prevent corrosion due to condensation 8 Terminals for float connections 2 Ground lug SEE PUMP DATA CHART FOR 1jD THRU 0 The following shall be included: 1. Flasher and alarm horn with silence alarm reset mounted on the outside of the enclosure 2. Emergency generator receptacle (EGR) if required 3. Lightning arrestor. A lightning arrestor shall be .field mounted by electrician at the switch disconnect ahead of the control panel. The lightning arrestor shall meet or exceed the requirements of ANSVIEEE Std. C62.1-1984 section 8.6.1. and 8.7.3. and be UL listed. 4. Four float duplex system., The third float shall energize the lag pump. The fourth float shall energize the alarm. 5. Elapsed time meters. Non-resettable elasped time meters shall be mounted on the deadfront to indicate puma: run time. 6. Phase/voltage monitor control device for protection of pump motors from either loss of phase (30) or low voltage. 2.03 FASTENER and APPURTENANCES- All fasteners, lifting cables, float cable bracket and appurtenances shall be made of AISI 304SS or other material inert to the highly corrosive atmosphere of a sewage lift station. Hinges for the wet well and valve box shall be AISI 304SS minimum. An aluminum slide/latch assembly shall be provided for holding the doors open on both the. wet well and the valve box. Slide rails shall be SCH 40 AISI 304SS pipe. Pump lifting devices shall be made of AISI 304SS (min.) cable (1/4"min) or 304SS chain of sufficient size, with safety factor to handle safely the specific pumps. AISI 304SS (min.) pump lifting bails shall be.. provided. 2.04 FRP PRODUCTS -The pump wetwell shall be manufactured of fiber glass reinforced polyester (FRP) of diameter and depth as shown on the Lift station elevation detail. The basin/wetwell wall thickness shall be adequate for the depth of the tank to maintain structural integrity in the following condition: ELECTRICIAN TO FIELD WIRE Li/L2/N/Grnd. Al 60HZ, 4W TO CONTROL PANEL LA FIELD INSTALLED 0 SWITCH N IM 2M L1 'L2 N DISCONNECT 41 45 46 41 SEAL LEAK 1 I LA N 41 SEAL LEAK 2 EGR R2 24 6 2 GFI 41 5R13 23 23 MCB EC VM/PM 41 120VAC A 7 2 I 1(FS �100V VM 24VAC 41 PUMP 1 PUMP 2 CCB II MCP1 MCP21 05A) 1 OFF 272 34 C/B C/B 11 27 271M 13 1 I I I I FRI O/L -I O/L 11 LEAD 1 8 13 • • i 1M 2M FR2 ALT 11 LAG 2 4 131 1T2 2T1 2T2 • • 2 7 FR3 SCIjjjRC1 C2 RC 11 3 6 34 SR, SR2 _ HIGH LEVEL 5 1 5 1 . •. 1 FR4 2 1B iR 1W 2B.2R 2W 2 ELECTRICIAN -INPUT CnNNECTII7N BLACK P 1 P 2 11 2 it 1 11 2; t19 2 16 L4 83 N 20 18 84 N :a .-. N N . ..J. UFR ..N N .' yJI: V',FR42 FR3 ffp 1 P 2 J15,Z.RI IN PUMP HORN HORN SILENCE ALARM LIGHT WITH GUARD JII`4. 0 1 O E91 la�*2' SEAL LEAK INDICATORS ETMs Iw�2 PUMPS RUN LIGHTS HOAs „apo_ a GFI RECEPT, NEUTRAL BLO( GROUND LUG 1. Soil modulus of 700 psi. 2. Soil density of 120 Ibs/ft 3. Luschers safety factor of 2.0. S.S. HINGES Material for the FRP shall be as follows: Resin: The resins used shall be a commercial grade unsaturated polyester resin. Reinforcing Materials: The reinforcing material shall be commercial grade "E type glass in the form of mat, chopped or roving fabric, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. C Fillers and Additives: Fillers of any type shall not be utilized. OD Additives, such as thixotropic agents, catalysts, promoters, etc., may VENT be added as required by the specific manufacturing process to be used to meet the requirements of this specification. Part 3 - Execution. 3.01 INSTALLATION - shall be in strict accordance with the manufacturer's instructions and recommendations in the locations shown on the drawing. 3.02 INSPECTION AND TESTING -A factory representative shall be provided for one (1) day and shall have complete knowledge of proper operation and maintenance to inspect the final installation .and supervise the test run of the equipment. Megger the motor. The pump motors shall be megged out prior to startup to ensure the insulation of the pump motor/cable t t t " sys em Is In ac . 2 SIZE » (2-3) FIELD INSTALLED 2 PVC VENT W/SCREEN The pump controls and pumps shall be checked for mechanical KNOCKOUTS FOR reliability and proper operation. ELECTRICAL CONDUITS NOTES: 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED. 2 DRAWING IS NOT TO SCALE FIBERGLASS ACCESS HATCH & COVER (LOCKABLE) r- FIBERGLASS WET WELL DRAINONE 2" PVC liol 10, 1' CABLE HOLDING 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. BRACKET (S.S.) 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. 5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER. SS LIFTING N 6. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. CABLE HEATER HORN A 11 N * 7• ELECTRICIAN TO RUN TWO (2 HP PUMPS) / THREE (3 HP & LARGER PUMPS) 83 N SEPARATE 2" CONDUITS (ONE EACH FOR HIGH & LOW VOLTAGES) PER 84 ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWELL. N * 8, ALUMINUM WIRE SHALL NOT BE USED BETWEEN MAIN METER AND CONTROL PANEL. EL.� ALARM HORN N * 9. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL 6 " INLET AND INSIDE OF CONTROL PANEL. FIELD INSTALLED * 10. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT (AHEAD OF THE PUMP CONTROL PANEL). L ALARM LIGHT N 6, - CTR-N 11. BOTH WETWELL AND VALVE BOX SHALL BE PROVIDED WITH A MEANS FOR LOCKING. SS PUMP PR 12. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. LIFTING BAIL 1 T'STAT U A IN 16 PUMP ET MCPl • • 1M 13. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. PUMP 1 PR 14. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. CONTRACTOR T'STAT INSTALL HOA IN PUMP MCP2 • zM PUMP 2 * ELECTRICIAN NOTE GROUT 1.5 : 1 SLOPE • CTR-N 28 7 R1 a HIGH LEVEL PUMP DATA CHART ALARM - NOTES: 1. SCHEMATIC DEPICTS 'EMERGENCY GENERATOR RECEPTACLE INCLUDED UNLESS SPECIFICALLY DELETED: 2. START/RUN CAPACITORS DELETED FOR 3 PH SERVICE. PT: DEAD FRONT LAYOUT.."TYPICAL" N/S SUB PANEL LAYOUT "TYPICAL" N/S ENCLOSURE - N.E.M.A. 3R AISI 304SS W/ALUMINUM DEAD FRONT CONSTRUCTION AND LOCKING HASP DUPLEX PUMP CONTROL PANEL PRIMARY PUMP CAPACITY PRIMARY • PVC DISCHARGE LIFT STATION PLAN D.I. UNION OR FLANGE FIBERGLASS VALVE BOX (LOCKABLE) EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. 4"0 GATE VALVE PVC DISCHARGE LINE FIBERGLASS VALVE BOX FRP VALVE BOX ( 48 " x 48 11 x 36 " D) EMERGENCY PUMP UT W/ QUICK CONNEC CPLG. /-FIN GRADE ` •° . etA, ° AGATE VALVE EL.'°2" PVC DRAIN "T., ('P-TRAP') PLUG VALVE HECK VALVE FILL BOX AS NEEDED WITH 2' MIN. CONCRETE TO PROVIDE PROPER DRAINAGE & BALLAST 4 "DUCTILE IRON SLIDE RAILS (2 SCH 40 AISI 304SS PIPE) 3" x 4" D.I. INCREASER PUMP DISCHARGE WITH SEALING FLANGE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION 6.9 YD3 MAKE MONOLITHIC POUR Ilk WITH BOTTOM SLAB 3 100 GPM�...r,- .. F SECONDARY TDH 135 FT PEAK INFLUENT FLOW RATE 13.5 GPM \ \ ® PUMP CYCLE TIME 18.3 MIN. CONCRETE BASE SLAB AS PER `- BASIN ANTI -FLOTATION FLANGE SPECIFICATIONS W/ # 4 REBAR 18 O.C. 7O PUMP SYSTEM MANUFACTURER ABS ELEVATION CHART PUMP MODEL NO. M 125/2 R.P.M. 3470 Q TOP OF WETWELL 21.0 L I FT STATION SECTION 1p HORSE POWER 10.7 Q TOP OF VALVE BOX 21.0 SWITCH DISCONNECT- © ELECTRICAL -VOLTS/PHASE 230/3 ® INLET INVERT 15.0 O FULL LOAD F.L.A. PER PUMP AMP. F.L.A. TOTAL © HIGH LEVEL ALARM 14.5 nd 2- PUMP ON 14.0 Q PUMP DISCHARGE SIZE 3" © 12t PUMP ON 13.5 ® MIN. DIA. SOLIDS N/A T) PUMPS OFF 12.5 MCP2 ® IMPELLER DIA. (MM) 170 9k) BOTTOM OF WET WELL 10.5 ELECTRIC. METER • ♦ e CONTROL PANEL (CONTRACTOR a o LOCATE) •� GENERATOR RECEPTOR MODEL No. A3042 (O.A.E.) LIGHTNING ARRESTOR FIELD MOUNTED BY COMPONENT LEGEND 0 ELECTRICIAN 6 RC UNISTRUT (OR EQ.) 4" 19 PVC z C900 DISCHARGE LINE o TOP EL. 0 _ - - INVERT EL. INLET H.L.A. EL. 0 2ND PUMP ON EL. 1ST PUMP ON EL. 0 PUMPS OFF EL. BOTTOM EL. SEE ELEVATION CHART FOR ® THRU LEVEL CONTROL DIAGRAM �II�-IcNINMId�IULI N �I �a a m a<ca- � m o N F2 < � O x rn cn < asi V Z W o F- m Q�UJIzaom N 4? o cn 01c0 IS W = J _- a a I- LL C4 N ////�� V♦ � r = ate. IN U om as °z N LL 0 a Q 0 SEAL OFFS (2 ) MCB - MAIN CIRCUIT BREAKER FR - FLOAT 'REGULATOR C2)- 2" C❑NDUITS REQ'D FOR 2 HP PUMPS ECB - EMERGENCY CIRCUIT BREAKER CTR - CONTROL TRANSFORMER (3)- 2" CONDUITS REWD FOR 3 HP AND MCP - MOTOR CIRCUIT PROTECTOR ETM - ELAPSED TIME METER LARGER. PUMPS C/B - CIRCUIT BREAKER AH - ALARM HORN 3/4 " HOSE BIBB CCB - CONTROL CIRCUIT BREAKER AHS - ALARM HORN SILENCER „ -- WATER LEVEL CONTROL P1/P2 - PUMP 1/PUMP 2 LA - LIGHTNING ARRESTOR 3/4 GALV RISE -- TO PUMP No. 1 EGR - EMER GENERATOR RECEPTACLE SC - START CAPACITOR (tA) SLEEVE REQUIRED 'Co -- TO PUMP NO. 2 MS - MOTOR STARTER RC - RUN CAPACITOR (10) �� 2 GAL. PIPE OR EQUIV. Q RL - PUMP RUN INDICATORS SR - START RELAY (1.0) ° POSTS Z OL - OVERLOAD HEATERS PTS - PUMP TERMINAL STRIP GRADE . s• . 5 HOA - HAND -OFF -AUTOMATIC SWITCH GIRD - GROUND iv p' - s • e• • ' Z::. 0 GFI - DUPLEX GRND. FAULT RECEPT. FS - FUSE SLAB 48" Lx12" WXIO" D (J 0 ALT - PUMP AUTOMATIC ALTERNATOR R - RELAYS TO WATER SUPPLY � GROUND ROD OR CONC. AROUND POSTS Z 2 VM/PM - VOLTAGE/PHASE MONITOR RTS - REGULATOR TERMINAL STRIP NOTE: 12" ,0' x 24" DEEP H Q � IPTB - NTB - INCOMING POWER TERM. BLOCK NEUTRAL TERM. BLOCK N - 0/L - NEUTRAL OVERLORD REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION X J 0 = C.9 TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY W/POWER CO.) LIFT STATION. 'FEBCO MODEL #825Y OAE' aaZ ELECTRICAL RISER a a W N F Q, to W W,ZV N 20 48 HOURS BEFORE DIGGING Z a CALL TOLL FREE Q Q m 1-800-7 3 -4770 w SUNSHINE STATE ONE CALL SHEET OF FLORIDA, INC. C14 BRUCE A M0/A, FL. PE #47529 OF 14 03-429 REVISIONS: Changes per client meeting -nmd 3.3.04 I 1 I I I I I I � I I I I I I I I I I I I I I i I L-- 4" I I I I I I I I I I I I I I I I I I I I I I 507 i I I I NORTH 0'1' 3' 6' 10' 20' 1 /8" = 1'-0" nV r W 04 V M L lU) t0 Cu rn O �.- U Ns� CU Co M _O r1 0)..Q CO O > N P� �. W � U z 0 U o z o J U. Q U) zuj m Q co Q w U) ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1 /8" = 1'-0" SHEET NO: Aml OF 14 SHEETS REVISIONS: ANAL o( SIDING OVER ..MPACT RESISTANT EAST ELEVATION 1 /8„ = 1'-0" SOUTH ELEVATION MIN 1 /8" = 1'-091 0' 2' 6' 10' 20' ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 118" = 1'-0" SHEET NO: A=2 OF 14 SHEETS REVISIONS: HARDI-PLANK OI FRAMED DORMER, HARLrr��nr� v■vmv v.. FURRING OVER CMU WEST ELEVATION 1 /8" = 1'-0" NORTH ELEVATION 1/8 11-11.011 0' 2' 6' 10' 20' ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1 /8" = 1'-011 SHEET NO: A=3 OF 14 SHEETS REVISIONS: ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 118" = 1'-0" SHEET NO: A=4 OF 14 SHEETS REVISIONS: ROOM FINISH FLOORS BASE WALLS CEILINGS REMARKS W G1 Z W a J Q � G W Z O f. W _j Lu m G w Qz N U) a 0 F- J Q IL LLJyJ -1 O J Q 0 IIIL N O � O Q m G =t�N0 � 00 C7 H N m z W F- y LL. bi ~ W �-- Z J Q a °' x Z tW- w Z �- z N� �v ;;t n �v tD x LL! W C� a�C C� � z Q G. et z a N Q tV Q a ALL 8'-8" MAIN ENTRY N VESTIBULE S 100 E W ALL 13'-0" CENTRAL MAIL/ N COPY/FAX S 101 E w ALL 8'.0" NOT USED N S E w ALL ROTUNDA N 103 S E W ALL 8'-0" EMPLOYEE N BREAKROOM S 104 E w ALL AIRSIDE N VESTIBULE S 105 E w ALL 8'-0" PILOTS N LOUNGE S 106 E W ALL FLIGHT N PLANNING S 107 E w ALL 8'-0 " TECH LIBRARY, N FILE & S REFERENCE AREA E 108 w ALL s'-s" ENGINEERING N WING HALL S 200 E W ALL STORAGE N 201 s E W ALL TECHNICIANS N AREA S 202 E w ALL MANAGERS N OFFICE S 203 E w ALL ENGINEERS N OFFICE S 204 E w ALL ENGINEERS N OFFICE S 205 E w ROOM FINISH FLOORS BASE WALLS CEILINGS REMARKS W 0 Z W a NG W Z 0 w 0 lz G LLI QZ a w _ f - °o -mod IN1. W J -o- �Q�Q U) W .1 wj O 3 -� IY -� W y m 0 W. c O 0 �'- > 3 o 0 H N 0 0 ~ �dd F- W N X N) W z } �, Z (� ? (1i Xv LL f~ = xv jp X W I- Z _I W Q W Q W Z a N a h a a ALL ENGINEERS N OFFICE s 206 E w ALL 13'-0" ENGINEERING N WING RESTROOM s 207 E w ALL 8'-0" ADMINISTRATIVE N ASSISTANT S 208 E w ALL 8'-8" FILE ROOM N 209 s E W 8' -0" ALL AIRPORT WING N HALLWAY s 300 E w ALL 8'-0" AIRPORT N FUTURE STAFF s 301 E W ALL 8'-0" AIRPORT WING N RESTROOM s 302 E W ALL STAFF OFFICE N 303 S E w ALL STAFF OFFICE N 304 S E W ALL s'-8" MANAGERS N OFFICE S 305 E W ALL ADMISTRATIVE N ASSISTANT S 306 E w ALL 8'-8" FILE ROOM N 307 s E w ALL 8v,_Q „ vv AIRSIDE N TOILET S 308 E w ALL N s E W7 ALL N S E W ARCHITECTS SEAL: DATE: 8-9-04 PROJECT NO: 0312 SCALE: NIA SHEET NO: Am5 OF 14 SHEETS ROOM FINISH FLOORS BASE WALLS CEILINGS REMARKS Z p Z W J Q S" W Z F, Ci W W a � > x N = LL Z o o �S W Z a Lu m Z c et N -� Q a � G W Z a o. W G Z W N co) w N � j �Juj� C=7 V F— Co) "u z w y a J U) Li t LAPa.~ "0 p 3 x �- = C� = Z J v ALL 8'-8" PUBLIC WORKS N HALL S 400 E w ALL 13'-0" NOT USED N S E w FILE ROOM ALL 8'-0" FUTURE N ADMINISTRATIVE ASSISTANT S E 402 w ALL 8'-8" ADMINISTRATIVE ASSISTANT N S 403 E W ALL 8'-0" ADMINISTRATIVE N ASSISTANT S 404 E w ALL 8'-0" PUBLIC WORKS N WING RESTROOM S 405 E w ALL 8'-0" MANAGERS N OFFICE S 406 E w ALL 8'-0" N STAFF OFFICE 407 S E w ALL 8'-0" STAFF OFFICE 408 N S E w ALL 8'-8" STAFF OFFICE 409 N S E w ALL 8'-8" N STAFF OFFICE S 410 E w ALL 8'-8" STORAGE N 411 S E w ALL 8'-8" CONFERENCE N ROOM WING S HALL E 500 w ALL PLOTTER/ N PRINTER ROOM S 501 E w INTERN ALL DEVELOPMENT N STUDIO S 502 E w ROOM FINISH FLOORS BASE WALLS CEILINGS REMARKS Z O Z W p W Z = J 0 " ao W a C� �- > vm r W N z G O 3 W Z a a m y- er N —� J J a c W a a W G Z W N to W It �WtAW J �aD (9000 F— tLu o "c iv a W Z ua J u- 0 i-4 aco "00 O ~ x t� Z W V ALL PUBLIC MEN'S N ROOM S 503 E w ALL 13'-0" PUBLIC WOMEN'S N RESTROOM S 504 E w ALL 8'-0" EMERGENCY N COMMAND CTR S RESTROOM 505 E w ALL 8'-8" JANITOR N 506 S E w ALL 8'-0" ELECTRIC/ N PHONE/DATA S 507 E w ALL 8'-0" CONFERENCE N ROOM S VESTIBULE E 508 w ALL CONFERENCE ROOM #1 N S 509 E w ALL 8'-0" CONFERENCE N ROOM #2 510 S E w ALL 8'-0" N S E w ALL 8'-8" N S E w ALL 8'-8" N S E w ALL 8'-8" N S E w ALL 8'-8" N s E w ALL N S E w ALL N S E w W - — r r N 1� �Ln cu H x O ++� U N O co "' oin > v U z O I— 9 Z ° u- z 0 Q y m Z W Q y F a m W cr) ARCHITECTS SEAL: 8-9-04 PROJECT NO: 0312 SCALE: NIA SHEET NO: A=6 REVISIONS: DOOR & SIGNAGE SCHEDULE DOOR SIZE TYPE FRAME HINGES LATCHSETS ACCESSORIES REMARKS J d F- W J H W HDCP MEN SIGN PER ADA (ONE IN STALL ALSO) W 0' co x HDCP WOMEN SIGN PER ADA (ONE IN STALL ALSO) O = o w C/) w co a 1-- W 1'— W p Z J ® Q O W = = ~ fn w w W LL J LL LL LLI W .-� J W d p z _ ~ (!) w m U Z O O- w W I--, Q J w J m c o ® D t� z O w Q p m H ~ w ® I- m � o- W w a d UJ Z U W Z P O d W f- W I"" z = U U F- Q 2 2 e~� 7 W �- m 2 (A W `Z p W Z O J W a- tl) W F- W Z LL. Z - a, 00 co �h p Z J d F- d Q o O W a. x W ® O ¢ 7 ® U ¢ �- J W Y U Z F- w co ZO W J o d M M Q (n I- 2 Z_ r2 CLLL m m 0 W F- m D O w J O , F- 1 tY 1 1 m Z ,_ 0 IU- a d O r X Xcf) - 0 X - 0 r x r x r r z v v v p Fuj - z a- Q z_ F- w O✓ - _ m ® co F- w co W O z r� p w cn J O W o 00 c0 1 c0 1 X X O = p O _ = W Q w Z O LL p Gn ee�� _ U w (A _ F" W (A O F- fl ..1 O J O � p (i) W co J x (Zj o Z O p F- 1 X X (o 0 X 00 0! LLX W W c'j U J = J ¢ D- F- = fY LL F- d p LLI p J = ~ co V a. U d (� to U U m A d = Z Q z X 0 0 1 _ - (0 cm F- Z W J N G� �- 00 LL = d- T) Z LL W Z w d J �' m p ® W w o! W w c( LL ct w Q ry� W O q i M M O 1 M O � M x _ o X _ O F- (A Q fl) � u- p r d' �.� Ln � F- p _ Q! Z Z LL Q! rd Z m = U Z >- W O w Q W z W _ F- _ H Z 1 �_/� (n p F- O F- �_ aC W = U z � ch W J W J W J W J M tV > J LL z w F- x _ x X - Z_ � 0° a. d Q 2 U)) W m 2 U d Q c) %' Y J � w 00 U � � = ~ r2 d W (!) LL n- CA _ _ t!) � W Q U° Z Q Z Q Z Q Z re cr J Q U J Z Q d c*) d ce) d' M c J x a N r N r � W U U D = F- Z > x (!) < .J c i W Z Z Y W W = J _ J O J Q V Z W •� W to a d a J Q 0 (/� d EL r r r- d M M r r Q F- W m m p 0! d Q_ ^ a .-�. 7 7 d d W a- U d Y LL O U a W N yy /o r N M It 11) r N M d' Lo r N t'7 It lo r N M d' LLB t0 00 O r r r 1 4 4 5 11 1 2 10 2 4 3 2 4 3 3 3 3 1 2 1 3 3 5 8 9 4 4 3 2 4 3 5 2 2 3 3 1 3 7 9 1 3 5 9 s 4 3 2 14 13 7 4 3 2 4 3 8 4 3 2 4 3 9 4 3 2 4 1 13 10 4 3 2 4 3 HDCP SIGNAGE PER ADA 11 4 3 2 4 3 12 4 3 2 4 3 13 4 3 2 1 14 3 14 11 2 3 9 1 2 5 9 15 2 3 3 3 13 5 18 9 16 4 3 2 4 3 HDCP SIGNAGE PER ADA 17 4 3 2 4 3 18 4 3 2 14 3 19 2 3 2 3 1 3 7 9 20 4 3 2 4 3 21 4 3 2 1 15 11 22 4 3 2 4 3 23 4 3 2 4 3 24 4 3 2 14 1 3 25 2 12 1 13 3 1 4 26 1 1 1 1 1 3 7 9 27 4 3 2 4 3 28 11 1 3 3 1 2 1 3 3 5 8 9 29 4 3 2 4 3 30 4 3 2 4 3 V W N N N � U M Ln 9) (6 ;a X to s= m O r 4-_ U N U 0) O ~ M 0).00) o O LO j N W ~ U Z O i- a ti) o � Z o LL ® Q 'Q U) Z m Q N F cr) Q m ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 318`I = 1 9 SHEET NO: Am7' OF 14 SHEETS DOOR & SIGNAGE SCHEDULE DOOR SIZE TYPE FRAME HINGES LATCHSETS ACCESSORIES REMARKS J W � -� I-- LL ¢ HDCP MEN SIGN PER ADA (ONE IN STALL ALSO) W W J � � it w HDCP WOMEN SIGN PER ADA (ONE IN STALL ALSO) 02 ® w cn to I- I- Z "j ®¢ W W w W J p p = �� w w w ¢ to � W J � � ® Z � 0U ~ o O 'I p W W J � to ® D Q J (� Z O O W � Q � p w J 3:v W w H m cr �- W W � w W a ^ � � ¢ w Z c � W z_ I- w ¢ w I-- X F- U co� 0 Z J a-Cn W Ll. Z - - �_ �. p -� W a >C O Z ° :5 O � REVISIONS:N to RCHITECT SEALA=8 l 0 W DATE: 8-9-04 PROJECT NO: 0312 SCALE: 3/8" =1' SHEET NO: OF 14 SHEETS REVISIONS: c a' ALL COUNTERS SOLID SURFACE Cl co tV MICRO 4 00 0 4'-2" EMPLOYEE LOUNGE 104 GRID CEILING 4"BACKSPLASH 0o OO o0 DO 9'-4" EMERGENCY MANAGEMENT 510 4'-0" M.O. m It GRID CEILING 4" BACKSPLASH PILOTS LOUNGE 308 NOTE: SEE FLOOR PLAN FOR LAMINATE SHELVES ON METAL STANDARDS REQUIRED IN (3) CLOSETS(SOUTH WING) REFRIG. WI ICE MAKER SERVICE SINK CUSTODIAL CLOSET 506 2'-0" R.O. EMERGENCY MANAGEMENT 509 R.O. T 4'-0" 5--0 SMALL DORMER LARGE DORMER M.O. WINDOW WINDOW ALL WINDOWS FIXED GLASS NOTE: ADJUST SIZES OF WINDOWS TO ALLOW FOR WOOD BUCKS. SEE DETAIL, SHT. A-13 ALL UPPERS HAVE ADJUSTABLE SHELVES 0' 1' 3' 6' 10' SCALE: 1 /2" = V U 4� 4 — N ti Nti U M o '*6 v U O cn O .0 OLo > N • ti r• U ARCHITECT SEAL DATE: PRELIMINARY PROJECT NO: 0312 SCALE: 1/2" = 1' SHEET NO: A=9 OF 14 SHEETS REVISIONS: n TRUSS BRG. @ +10'-8" Q�_T_o.B. _6 -W-7" _ — ?_T_RUSS BRG. @ +i0_8' g p.B..o +9'-7"_ _ s A-12 SECTION 4 �A-10 PRE-ENGINEERED WOOD TRUSSES 0000 0 00 0000 0000000 0000000 00000 0000000 0000000 0 0000000 0000000 D v: 8" PRESTRESSED HOLLOW v CORE CONC. DECK SOUTH WING OPTIONAL PORCH OPTIONAL SECTION / 5 A-10 � y � SECTION A-10 SECTION 2 A-10 SECTION 3 A-10 19 r0 ELW ♦, O 04 U ti Lo cu Cc _O "- N 4- U �M O oLo ], N W ~ C.0 Z 0 ~ a tip c Z 0 LL Q Q a Z m a N _ U) a W ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1 /411 = 1' SHEET NO: A=10 OF 14 SHEETS SEE ROOF FRAMING PLAN FOR ALL CONNECTION STRAPS AND HANGERS (3) 2" X 8" HEADER BETN GIRDERS W/ SIMPSON HGUS28-3 EA. END 4" X 4" PT POSTS WRAPPED W/ 1" CEDAR PAINTED - SEE STRUCTURAL DRAWINGS FOR ALL BASE AND TOP CAP ANCHORING DEVICES FRONT ENTRY DETAIL 2' X 4" FRAMED KNEE -WALL ABOVE BLOCK WALL AT DORMER WINDOW -WALL - SHOP DRAWINGS REWD ON DORMER WINDOW WALLS. LAYER OF 8/8" TYPE "X" DRYWALL EACH SIDE OF KNEE -WALL �TOB @ +101-Ml SECTION 12 15 5'-10" DORMER TRUSS PROFILE 2" X 4" OUTLOOKERS NAILED TO GIRDER FACE W/ (2)16d NAILS SIDEWALLS OF DORMER TO BE INSULATED DORMER TO BE FIN1SHED W/ HARD -PLANK HORIZONTAL SIDING DOUBLE -END WALL GIRDER FOR DORMER WINDOW INSTALLATION SEE STRUCTURAL DRAWINGS BY MOSBY AND ASSOCIATES FOR ALL FTG. AND FOUNDATION REQUIREMENTS FRAMED WALLS EA. SIDE OF DORMER OPENINGS 2" X 4" STUDS @ 16" O/C. ANCHOR BOTTOM PLATE TO TOPS OF DOUBLE TRUSSES W/ 16d NAILS @ 12" O/C STAGGERED INTO TOP CHORD FRONT ENTRY DORMER PROFILE 1" X 2" FURRING @ 16" OIC VENTED ALUMINUM SOFFIT MATERIAL 5 12 EA. TRUSS END STUD )N MTS30 EA. 'O GIRDER LE TRUSS SIDE OF ER OPENINGS REVISIONS: nU W � ti U M Lo o N -F M L 4- .� v co) 0) UN V cuM 0 0).nco _ o o 0 N > 1• r U Z O F_ _ Z � Q a Z Q _ Q ui ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 3/4" = I SHEET NO: Amll OF 14 SHEETS REVISIONS: STANDING SEAM METAL ROOF ON #30 UNDERLAYMENT OVER 518" CDX PLYWOOD NAILED W/ 10d GALV. NAILS @ 6" O/C ALONG EDGES AND 12" OIC IN THE FIELD SIMPSON HETA20 STRAPS PER ROOF FRAMING PLAN CL METAL DRIP AND FASCIA 2" X 4" SUB -FASCIA VENTED METAL SOFFIT STUCCO FINISH - MIN. 5/8" THICK 8" CMU WALLS IN RUNNING BOND REINFORCED W19GA. LADDER TYPE REINFORCING @ 16" O/C #5 BAR IN POURED CELL PER PLAN INSPECTION ACCESS SEE FOUNDATION DETAILS FOR ALL SPECIFICATIONS (2) H-BLOCK PERIMETER BEAM W/ 1451N EACH FILLED SOLID (#3000 PSI CONC.) -- 1/2" DRYWALL ON 1" X 2" PT FURRING OVER R-MAX4 RIGID JNSUALTION BOARD VINYL WALL BASE(TYP.) 4" THICK MONOLITHIC SLAB W/ 6"X6'=W1.4XW1.4 W.W.M. DETAIL A A-12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C. SHOP DRAWINGS REQ'D. SIGNED AND SEALED BY FLA. REG. ENGINEER R30 ATTIC INSULATION GRID CEILING (SEE FINISH S WALL FILL REQ'D. TO BE CLEAN, TREATED, WELL COMPACTED P9. BR. 9b +10'-8" FIN. FLR. 0'-0" STANDING SEAM METAL ROOF ON #30 UNDERLAYMENT OVER 5/8" CDX PLYWOOD NAILED W/ 10d GALV. NAILS @ 6" O/C ALONG EDGES AND 12" OIC IN THE FIELD (2) 2" X 4" CONTIN. PLATE ANCHORED W/ 518" EPDXY BOLTS @ 32" O/C METAL DRIP AND FASCIA 2" X 4" SUB -FASCIA VENTED METAL SOFFIT SIMPSON H te A 0 0 0 0 0 0 0 0 0 0 0 0 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C. SHOP DRAWINGS REQ'D. SIGNED AND SEALED BY FLA. REG. ENGINEER 10" PRESTRESSED CONC. PLANKS W/ 2" CONC. TOPPING COMMAND CENTER AS NOTED ON DETAIL B ENGINEERED FOUNDATION PLAN PREPARED BY MOSBY AND ASSOCIATES INC. (option) �A-1 2 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C. SHOP DRAWINGS REQ'D. SIGNED AND SEALED BY FLA. REG. ENGINEER 10" PRESTRESSED CONC. PLANKS W/ 2" CONC. TOPPING TRUSS BR. @ +10'-8"/� N. DECK +10'-5" T. O. B. +9'-5" FIN. FLR. 0'-0" ie ARCHITECT SEAL DATE: ®� 8-9-04 PROJECT NO: 0312 SCALE: 3/4" = 1' SHEET NO: Aml Z OF 14 SHEETS REVISIONS: PRE-ENGINEERED TRUSS SECTIONS BY TRUSS MANUFACTURER 2'-9" FALSE DORMER SECTION DETAIL B 2'-6" T A-13 c'N -13 PRE-ENGINEERED TRUSS S TRUSS MAN SIDE TRUSS PIECE 3'-0" DETAIL A A-13 12" MAX* 6" CONCRETE BLOCK WALL PT BUCK 3/16" DIA. TAPCONS W/ 13/4" EMBED INTO GROUTED MASONRY. (TYP. ) WINDOW BUCK ATTACHMENT DETAIL WOOD DOOR BUCKS WHEN REQUIRED ARE SAME. WINDOWS AND DOORS SHALL BE DESIGNED, MANUFACTURED AND INSTALLED TO WITHSTAND A MINIMUM DESIGN WIND PRESSURE OF (+)35 PSF AND (-) 45 PSF. D' -13 AS ON t v U O v U 0rl— ) N ~ M t o -0X L O N � C\l U CM a)CD -0 to O o_ >CV f` t` a 0 0 J U. Z a N Q W w ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 3/4" = I SHEET NO: Aml 3 OF 14 SHEETS REVISIONS: AETAL DRIP AND FASCIA !" X 4" SUB -FASCIA TENTED METAL SOFFIT SECTION -1 J 0' 1' 3' 6' 101 SCALE: 1/2" = V ARCHITECT SEAL DATE: 8-9-04 PROJECT NO: 0312 SCALE: 1/2 is = 1' SHEET NO: Aml 4 OF 14 SHEETS 12b" Q p dJ DE516N LOAD CRITERIA DESIGN LOADS PER F.B.G. 2001 EDITION DEAD LOADS ROOF..................................15 P5F FLOOR .......... .... .................135 PSF LIVE LOADS ROOF .....W/FB.G. REDUCTIONS ........ 20 PSF FLOOR........... ........ ...................... --....... 45 BALCONIES .......... ........... .............-.......b0 STAIR....... m....-...............................100 WIND LOA05 (F.B.G. 2001) ..-....-140 MPH REGION BUILDING CATEGORY 2 IMPORTANCE I EXPOSURE G INTERNAL PRESSURE 10.16 TYPE ENCLOSED z SHELTER ROOM a:WIND LOADS .........200 MPH BUILDING CATE60W 3 IMPORTANCE 1.15 TYPE ENCLOSED THESE DESIGN PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARDS ESTABLISHED IN SECTION 1613-33.007, FLORIDA ADMINISTRATIVE GORE, THE MAIN WIND FORGE RESISTING SYSTEM HAS BEEN PB16NED IN ACCORDANCE WITH SECTION 1606, FLORIDA 13UILPI146 CODE - 2001 TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 140 MPH. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR U5E INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 1606, FLORIDA 13UIMWo CODE MINIMUM PE516H LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A BASIC, WIND SPEED OF 140 MPH. CONSTRUCTION NOTES I. CONTRACTOR SHALL VERIFY ALL DIMEN51ONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO GON5TRUGTIOK 2. THE FLORIDA BUILDING CODE, 2001 EDITION, IS APPLICABLE TO THIS PROJECT. 3. ALL CONSTRUCTION SHALL 13E BRACED AND SHORED A5 REQUIRED BY CONTRACTOR TO SAFELY PERFORM THE NOW. SOIL COWAGTION 1. 501L BENEATH SLABS AND FOOTIN66 SHALL BE EXCAVATED AS REQUIRED TO REMOVE ALL OR6ANIG AND DELETERIOU5 MATERIALS. PLACE GLEAN SAND FILL IN MAXIMUM OF 12 INCH LIFTS. SUB6RADE AND EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF q8 PERCENT OF ITS MODIFIED PROCTOR VALUE IN ACC0ROANGE WITH ASTM D 1551. AUGER CAST CONCRETE PILES I. PILES SHALL BE 16" DIAMETER AUGER CAST CONCRETE PILES INSTALLED TO A DEPTH OF ELEVATION APPROX. EL. -10' K6.VD. TO PILE TIP. (25' PILE LENGTH) 2. GONGRETE FOR PILES SHALL HAVE A MINIMUM 28 DAY GOMPRE551VE STRENGTH OF 4000 P51. 3. PILES SHALL DEVELOP A MINIMUM AXIAL CAPACITY OF 65.0 KIPS AND A LATERAL LOAD CAPACITY OF 5.0 KIPS. 4. REINFORCING SHALL 13E IN ACCORDANCE WITH A5TM A-615 GRADE 60. 5. PILE INSTALLATION SHALL BE 0135ERVED BY A REPRESENTATIVE OF M050Y t ASSOCIATES, INC. AND SHALL BE NOTIFIED 4& HOURS PRIOR TO INSTALLATION. CAST IN PLACE GONGRETE I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.1. 30- "BUILDING CODE REQUIREMENT5 FOR STRUCTURAL GONGRETE'. 2. CONCRETE 2& DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: PILES, PILE GAP, GRADE BEAMS 5,000 P51 CONCRETE COLUMNS 4,000 P51 OR 5,000 P51 (SEE NOTE 3) STRUCTURAL BEAMS E 5LAB5 4,000 P51 OR 5,000 P51 (SEE NOTE 3) NON STRUCTURAL 5LA13 31000 PSI 3. ALL CONCRETE EXP05ED TO THE WEATHER SHALL BE DESIGNED AS 5,000 P51 WITH 2.5 6ALLON5 PER CU. YO OF DGI-5 WRRO51ON INHIBITOR BY WR GRACE AND WITH A MAX WATER TO CEMENT RATIO OF 0.4. 4. REINFORGIN6 STEEL. SHALL BE IN AGGORDANGE WITH ASTM A615 GRADE 60. 5. PROVIDE qO DEGREE CORNER LAP BARS AT ALL BEAM INTERSECTIONS. 6, THE MINIMUM CONCRETE COVERAGE FOR REINFORCING SHALL BE AS FOLLOWS: CAST A6AIN5T EARTH 3 1% FORMED 5URFACE5 EXPOSED TO EARTH AND WEATHER 2 INS CONCRETE NOT EXPOSED TO WEATHER OR EARTH 1 112 IN5 TIMBER AND PRE-ENGINEERED WOOD TRU55ES I. SUBMIT TRUSS SHOP DRAWINGS SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INCLUDE TR 65 LAYOUT, RESIGN LOA05, TRUSS REACTIONS (DL E ILL AND DL b WL) AND ALL OTHER INFORMATION REQUIRED FOR PROPER TT455 INSTALLATION. DE516N OF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF A 140 MPH DESIGN WIND LOAD (42 P5F BASIC PRESSURE) UTILIZING SHAPE FACTORS FROM THE ASGE 1. SHOP DRAWINGS WHICH DO NOT SHOW HANGERS OR NAILING FOR TR 65 TO TRUSS OR TRUSS TO HEADER CONNECTIONS WILL BE REJECTED. 2. ROOF 5HEATHIN6 SHALL BE 5/8' MIN. THICK COX SPAN RATED 511;UCTURAL 5HEATHIN6, INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. CONNECT TO ROOF FRAMING WITH 8d GALVANIZED NAILS 4" O.G. AT PANEL ED6E5 AND 6" O.G. IN THE FIELD. PROVIDE 2 X 6 BLOCKING AT HIPS, RIDGES AND VALLEYS. SPACE NAIL5 AT 6" O.G. AT BLOCKING. 3. FLOOR 5HEATHIN6 SHALL BE A MINIMUM OF 23/32" T46 SPAN RATED STRUCTURAL FLOOR 5HEATHING INSTALLED WITH FACE 6RAIN PERPENDICULAR TO SUPPORTS AND GLUED AND NAILED WITH IOd NAILS AT 12' O.G. IN FIELD AND 6' AT PANEL E06E5. 4. WALL SHEATHING SHALL BE A MIN. OF 112' COX SPAN RATED STRUCTURAL SHEATHING, INSTALLED WITH FAGS GRAIN PERPENDICULAR TO SUPPORTS. CONNECT TO ROOF FRAMING WITH Sd GALVANIZED NAILS 3" O.G. AT PANEL EDGES AND 6" O.G. IN THE FIELD. PROVIDE 2 x 4 BLOCKING AT ALL HORIZONTAL JOINTS. 5. PROVIDE 51MP50N HURRICANE STRAPS AT ALL JOINTrfRU55 TO BEARING GONNECTION5. PROVIDE MULTIPLE STRAP5 AT TRIJ55 GIRDERS AS SHOWN ON PLANS. PROVIDE MOISTURE BARRIER BETWEEN TRU55E5 AND CONCRETE. PROVIDE ADDITIONAL STRAPS AT INTERIOR BEARING AS SHOWN ON DETAILS. 6. ALL NAIL5 AND METAL HARDWARE EXPOSED TO THE WEATHER SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS IN STRAPS 50 AS NOT TO SPLIT WOOD. ALL 5TAINLE55 STEEL BOLTS SHALL HAVE A MINIMUM YIELD STRENGTH OF -5,000 P51. 6. ALL HURRICANE STRAPS AND CLIPS NOTED ON THIS LAYOUT ARE MODEL NO.'5 OF 05IMP50N STRONG -TIE'. CONTRACTOR MAY 51105TITUTE EQUAL STRAPS FROM ANOTHER MANUFACTUREP, CONCRETE MASONRY NOTES I. CONCRETE MA50NRY WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR MA50MY 5TRUGTURE5 AGI 530 / A5GE 5 AND SPECIFICATIONS FOR MASONRY STRUCTURES AGI 530.1 / A50E 6 LATEST EDITION. 2. CONCRETE MA50NRY SHALL HAVE F94 = 2000 P51 MINIMUM. 3. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM Gq0-75, 6RADE N, TYPE II. MASONRY UNITS SHALL BE TESTED IN ACCORDANCE WITH A5TM C140 AND SHALL HAVE A MINIMUM WMPRE551VE STRENGTH OF 2000 P51 MINIMUM BA5ED ON THE NET GROSS SECTIONAL AREA. 4. GROUT SHALL BE IN CONFORMANCE WITH A5TM G476-50, COARSE TYPE. GROUT SHALL HAVE Fr, = 2500 P51 MINIMUM. 5. MORTAR %HALL 13E IN ACCORDANCE WITH ASTM C270-&4, TYPE M OR 5. 6. PROVIDE PRECAST LINTELS OVER ALL OPENIN65 IN MA50NRY CONSTRUCTION. LINTEL5 SHALL HAVE 8' MINIMUM BEARING EACH END. (U.KO) 1. ALL MASONRY WALLS 5HALL BE CONSTRUCTED WITH q 6A, LADDER TYPE JOINT REINFORCING SPACED 16" O.G. VERTICALLY LAP AT ALL CORNERS AND 6' MINIMUM. PRECAST HOLLOW CORE PLANKS L PRECAST CONCRETE STRUCTURAL UNITS SHALL 13E DESIGNED IN ACCORDANCE WITH A.G.I.315, BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE AND THE P.G.I.OB16H HANDBOOK, LATEST EDITIONS. 2. PRECAST UNITS SHALL BE DESIGNED FOR LOADS PRESCRIBED HEREIN. SHOP DRAWIN65, 516NED AND SEALED BY A FLORIDA RE615TERED ENGINEER SHALL BE 50MITTED TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWING5 SHALL INCLUDE ALL LAYOUT5, INSERTS, SLAB OPENINGS, ETC. 3. GONGRETE TOPPING 5HALL BE MIN. OF 2' AT INTERIOR AND 3' AT EXTERIOR %AB5 AS 5PEGIFIED ON THE DRAWINGS WITH FIBER MESH CONCRETE AND SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. lei/1►L'L1► r(7" II / r d- o Q a W N I- d z _j 1 Q o � 0 x M < � p o z W 8w a '5 p U z e W O a n uT //® U z Q C W Q Q U) n '/® H LL Cq ��� U w �- = P.n n .. a 1 Lo U WLo K J m z Q Z z 0 0=O. U. a" > U) 0 2 a J a z 0 F- a z 0 LL W 0 z Li .a Z a® J SHEET Q O Z 4 V) m W V) M 0 2. THE WINDOW5, DOOR5 AND 5KYLI64T5 MU5T WITHSTAND THE IMPACT OF WIND BORNE MI%ILE5 OR BE PROTECTED WITH AN APPROVED IMPACT RE-51STAW COVERING. RODOLFO V/LLAMIZAR, FL PE #61000 tlro�,r o , si OF ,S 03-429 MASTER ELECTRICAL SYMBOLS LEGEND NOTE: THESE ARE STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE PROJECT DRAWINGS. REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS. LIGHTING POWER CONNECTIONS *DQF SIGNALING HORN ABBREVIATIONS: * (V) WITH VISUAL SIGNAL (STROBE, 75CD UNLESS NOTED) NOTE. JUNCTION BOX SIZED PER N.E.C. UNLESS NOTED *C{]F SIGNALING BELL A AMPERES (EM) DENOTES FIXTURE WITH BATTERY BALLAST * R HVAC EQUIPMENT MOUNTED CEILING NNECTION FOR E * (V) WITH VISUAL SIGNAL (STROBE, 75CD UNLSS NOTED) AFF ABOVE FINISHED FLOOR )ELECRCALCOONNECTON HVAC QUIPMENT MOUNTED 80 CEILING �VD)) AFG ABOVE FINISHED GRADE FLUORESCENT FIXTURE - CEILING MOUNTED VVTELECTRICAL CONNECTION FOR HAC EQUIPMENT MOUNTED ABOVE CEILING * �F SIGNALING CHIME AL ALUMINUM ® PHOTO -ELECTRIC CELL * (V) WITH VISUAL SIGNAL (STROBE, 75CD UNLESS NOTED) ANNUN ARCH ANNUNCIATOR ARCHITECT ® - FLUORESCENT FIXTURE CEILING MOUNTED, LIFE SAFETY BRANCH * SIGNALING SPEAKER ATS AUTOMATIC TRANSFER SWITCH Q HID, FLUORESCENT OR INCANDESCENT FIXTURE - RECESSED EWH ELECTRIC WATER HEATER SF * (V) WITH VISUAL SIGNAL (STROBE, 75CD UNLESS NOTED) AWG AMERICAN WIRE GAUGE ® HID, FLUORESCENT OR INCANDESCENT FIXTURE - RECESSED, LIFE SAFETY BRANCH INSTANTANEOUS WATER HEATER F � TROUBLE SIGNAL BFG BLDG BELOW FINISHED GRADE BUILDING O HID, FLUORESCENT OR INCANDESCENT FIXTURE - SURFACE MOUNTED ' M EF MOTOR CONNECTION, MARK NUMBER WILL IDENTIFY EQUIPMENT, EF, AHU, CU, ETC, SEE MOTOR CONNECTION SCHEDULE. O FT FIREMAN'S TELEPHONE C CONDUIT Of HID, FLUORESCENT OR INCANDESCENT FIXTURE - WALL MOUNTED NON FUSIBLE HEAVY DUTY SAFETY SWITCH, SIZE FIRE ALARM STROBE, MOUNTED 80" AFF CAT CKT CATALOG CIRCUIT NF AND NUMBER OF POLES ARE INDICATED. " ELEVATOR WARNING LIGHT, DO NOT USE ELEVATOR", MOUNTED 48 AFF CU C/B COPPER CIRCUIT BREAKER ® UNIVERSAL MOUNTING EXIT LIGHTS, SINGLE AND DOUBLE FACED, ARROWS AS SHOWN ON FLOOR PLANS 3R FUSIBLE HEAVY DUTY SAFETY SWITCH, SIZE AND NUMBER LOCATE ADJACENT TO TO RECALL SWITCH OR ELEVATOR CALL BUTTON. C/T CURRENT TRANSFORMERS OF POLES ARE INDICATED. / F'-_ FIRE ALARM SYSTEM RACEWAY A DELTA 04 WALL MOUNTED EXIT LIGHTS, SINGLE FACED DWG DRAWING END MOUNTED EXIT LIGHTS, SINGLE AND DOUBLE FACED, ENCLOSURE NEMA RATING ZIM ZONE INTERFACE DEVICE FT FEET ARROWS AS SHOWN ON FLOOR PLANS DISCONNECT SIZE. CAT, NO, POLES FAWN FIRE ALARM ANNUNCIATOR PANEL FUSE SIZE G GROUND SWITCHES a FRCP FIRE ALARM CONTROL PANEL N GF GENERATOR GROUND FAULT INTERRUPT ENCLOSED CIRCUIT BREAKER. FZCP FIRE ALARM ZONE PANEL &,b LOWER CASE SUBSCRIPTS INDICATE OUTLET CONTROLLED FATS AUTOMATIC TRANSFER SWITCH -SEE RISER DIAGRAM FATC FIRE ALARM TERMINAL CABINET IG ISOLATED GROUND r SWITCH NOTED BY SUBSCRIPT) KVA KILOVOLT -AMPERES SINGLE POLE (UNLESS * (2) DOUBLE POLE � PANELBOARD, LOW VOLTAGE (120/208V) -SEE PANELBOARD FATP FIREMAN'S TELEPHONE PANEL KW KILOWATTS (3) WAY SCHEDULES AND RISER DIAGRAM WAY MCB MAIN CIRCUIT BREAKER �4 Dj DIMMER SWITCH (150OW UNLESS NOTED) ® PANELBOARD, HIGH VOLTAGE (277/48OV) - SEE PANELBOARD SCHEDULES AND RISER DIAGRAM SECURITY SYSTEM MCC MOTOR CONTROL CENTER KEY OPERATED MCM THOUSAND CIRCULAR MILS (K) MISC MISCELLANEOUS (OS) OCCUPANCY SENSOR DISTRIBUTION PANEL, SEE RISER DIAGRAM SUPERVISORY MAGNETIC DOOR SWITCH MLO MAIN LUGS ONLY WP WEATHER PROOF Q POWER COMPANY METERING. ® CARD KEY' READER STATION NEC NATIONAL ELECTRICAL CODE NC NORMALLY CLOSED ❑T DRY -TYPE TRANSFORMER, SEE RISER. EL ELECTRONIC LOCK NL NIGHT LIGHT CIRCUIT CONDUIT AND WIRE FOR CHARACTERISTICS. NO NORMALLY OPEN ® SERVICE DOOR WITH ELECTRIC LOCK AND SUPERVISION NTS NOT TO SCALE CONDUIT CONCEALED IN WALLS OR ABOVE CEILINGS ® VIDEO MONITOR OUTLET NIC NOT IN CONTRACT TELEPHONE SYSTEM 0 PHASE CONDUIT CONCEALED UNDERGROUND OR IN SLAB ® PUSHBUTTON POS POINT OF SALE T* TELEPHONE OUTLET PVC POLYVINYL CHLORIDE /"`'� CONDUIT HOMERUN -CONDUCTORS ARE CAT. NO. 12 AWG CU * (C) TELEPHONE OUTLET, BOTTOM IS AT 4" ABOVE COUNTER OR ® KEYPAD P/T POTENCIAL TRANSFORMER UNLESS OTHERWISE INDICATED. (SEE SPECIFICATIONS FOR BACKSPLASH. MAXIMUM 48 TO CENTER. DERATING OF CONDUCTORS BASED ON CIRCUIT LENGTH AND CONDUCTORS IN A CONDUIT) (W) WALL TELEPHONE OUTLET, MOUNT 48" AFF ® GLASS BREAK DETECTOR R RECESSED UNLESS NOTED OTHERWISE (P) COIN OPERATED PAY TELEPHONE OUTLET, MOUNT AT DOOR CONTACT SCR SHORT CIRCUIT RATING - - - - - CONDUIT EXPOSED ON WALLS OR CEILINGS 48" AFF UNLESS OTHERWISE DIRECTED. SURF SURFACE — - - — EXISTING CONDUIT 0 TELEPHONE OUTLET IN FLOOR BOX ® WINDOW CONTACT TEL TELEPHONE CONDUIT TURNED UP OR DOWN IN WALL © TELEPHONE OR POWER HANDHOLE ® SECURITY LOCKING DEVICE UG UNDERGROUND —UE— UITUTY COMPANY CONDUIT T .� / TELEPHONE SYSTEM RACEWAY/CABLE �* MOTION DETECTOR * ACTIVE INFRARED UNIV UNO AL UNLESSSNOTED OTHERWISE TTB rR) IR)PASSIVE INFRARED V VOLTS TELEPHONE TERMINAL BOARD. ) ULTRASONIC RECEPTACLES W WAITS TELEVISION SYSTEM >0 SOUND DETECTOR WP WEATHERPROOF DUPLEX RECEPTACLE WPG WEATHERPROOF WITH GROUND * * G) DUPLEX GFCI RECEPTACLE ®* 'TELEVISION OUTLET DO VIBRATION DETECTOR FAULT INTERRUPT IG) DUPLEX ISOLATED GROUND RECEPTACLE. COOLER, COORDINATE LOCATION WITH PLUMBING * (C) TELEVISION OUTLET, BOTTOM IS AT 4" ABOVE COUNTER OR # EWC) ELECTRIC WATER BACKSPLASH. MAXIMUM 48" TO CENTER. D= SECURITY VIDEO CAMERA XFMER TRANSFORMER INSTALLER. LOCATE GFCI RECEPTACLE CENTERED UP UNDER COOLER. * C CEILING MOUNTED (WPG) DUPLEX GFCI RECEPTACLE, WEATHERPROOF COVER © VIDEO PROJECTOR ) WALL MOUNTED Y WYE rwpTp))PAN AND TILT PE DUPLEX RECEPTACLE, MOUNT 4" ABOVE COUNTER OR BACKSPLASH. ® PLASMA SCREEN WEATHERPROOF MAXIMUM 48" TO CENTER. TVEC TELEVISION EQUIPMENT CABINET Q QUADRAPLEX RECEPTACLE IN TWO GANG BOX COVER. SITE a DUPLEX RECEPTACLE IN FLOOR BOX. FIRE ALARM SYSTEM FT POWER COMPANY TRANSFORMER - UNLESS NOTED QUADRAPLEX RECEPTACLE, MOUNT 4" ABOVE COUNTER OR BACKSPLASH. NOTE: PARKING LOT OR ROADWAY HID FIXTURE - NORMAL POWER MAXIMUM 48" TO CENTER. D DENOTES DUCT MOUNTED e- SIMPLEX RECEPTACLE C� DENOTES CEILING MOUNTED PARKING LOT OR ROADWAY HID FIXTURE - EMERGENCY POWER F) DENOTES FLUSH WALL MOUNTED (VERIFY BRANCH OF ESSENTIAL ELECTRICAL SYSTEM WITH DRAWINGS) *e SIMPLEX RECEPTACLE FLUSH MOUNTED IN CEILING UF) DENOTES UNDER FLOOR ACCESS (WP) DENOTES WEATHERPROTECTED1- WALKWAY BOLLARD * ECONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING �ZD)LECTRICAL VAV ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING FLOODLIGHT VVT� ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING ® THERMAL DETECTOR, FIXED + RATE -OF -RISE FORT-1 COMBINATION DATA/TELEPHONE AND DUPLEX RECEPTACLE. MOUNTED IN ® THERMAL DETECTOR, FIXED TEMP. POLE CAST IRON OR STAINLESS STEEL FLOOR BOX. REFER TO POWER/SYSTEMS FLOOR PLAN FOR EXACT TYPE FLOOR BOX ® SMOKE DETECTOR - NON -SYSTEM, 120V (PROVIDE WITH BATTERY BACK-UP) GENERATOR - SEE RISER DIAGRAM 5-20R@_ SPECIAL OUTLET, SUBSCRIPT INDICATES NEMA CONFIGURATION NUMBER ® SMOKE DETECTOR -PHOTO LIGHTNING PROTEC110N SYSTEM DATA DISTRIBUTION []F MANUAL STATION - - C - - COUNTERPOISE CONDUCTOR - CABLE SIZED PER NFPA 780 © CONTROL ELEMENT — G — MAIN L.P. CONDUCTOR - CABLE SIZED PER NFPA 780 0* DATA OUTLET, FLUSH WALL MTD. 18" AFF UNLESS NOTED OTHERWISE * # PROVIDE COVERPLATE WITH NUMBER OF PORTS AS SHOWN. ® FLOW SWITCH (FIRE SPRINKLER} / B `_ BONDING CONDUCTOR -CABLE SIZED PER NFPA 780 C MOUNT 4" ABOVE COUNTER OR BACKSPLASH S SURFACE WALL MOUNTED 18" AFF ® KNOX BOX, MOUNTED AT 7'-0" AFG OR 0 HEIGHT INDICATED ON FLOOR PLAN. Q* AIR TERMINAL (W) RECESSED WALL MOUNTED 48 AFF * A) FLAT SURFACE BASE ® TAMPER SWITCH (VALVE SUPERVISION) B FLAT WALL MOUNTED PARAPET O* COMBINATION DATA/TELEPHONE OUTLET, FLUSH WALL C BASE SWIVEMTD. 18" AFF UNLESS NOTED OTHERWISE ® CONTROL RELAY D RIDGE SADDLE BASE EXPOSED) RIDGE * (#) PROVIDE COVERPLATE WITH NUMBER OF PORTS AS SHOWN. E RIDGE SADDLE BASE �CONSEALED) 3 MOUNT 4' ABOVE COUNTER OR BACKSPLASH ® REMOTE TEST INDICATOR (F) CONSEALED AIR TERMINAL BASE ASSEMBLY �wsc) SURFACE WALL MOUNTED 18" AFF RECESSED WALL MOUNTED 48" AFF - MECHANICAL OR EXOTHERMIC BOND / D "- DATA SYSTEM RACEWAY/CABLE ♦ EXOTHERMIC TEE CONNECTION ROT1 MAIN DATA FRAME DN 0 DOWN CONDUCTOR LOCATION 00 d- c�l I 0 Lj I1 V � � J '"I LLJ J U LL_ C!) itV)O J Q J FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL LAMPS VOLTAGE MOUNTING A PARALOUVER FLUORESCENT, RECESSED, 2FT X 4FT, STA11C, 3 LAMP 100 3 32 T8 120 RECESSED DESIGN MAKE: DAY BRITE CAT. NO. 2 L33 G C 3 32 36 AL 120 ASC OR APPROVED EQUAL B PARALOUVER FLUORESCENT, RECESSED, 2FT X 4FT, STATIC, 3 LAMP 68 2 32 T8 120 RECESSED DESIGN MAKE: DAY BRITE CAT. NO. 2 LP3 G C 2 32 36 AL 120 ASC OR APPROVED EQUAL C PARALOUVER FLUORESCENT, RECESSED, 2FT X 2FT, STATIC, 2 LAMP 34 1 32 T8 120 RECESSED DESIGN MAKE: DAY BRITE CAT. NO. 2 LP3 G C 2 32 36 AL 120 ASC OR APPROVED EQUAL ENCLOSED AND GASKETED INDUSTRIAL, FLOURESCENT FIXTURE 68 2 32 T8 120 SURFACE D DESIGN MAKE: LITHONIA CAT. NO. DM 2 32 277 GEB GLR OR APPROVED EQUAL EQUAL E COMPACT FLUORESCENT OPEN DOWNUGHTING, 6" APERTURE TRIPLE TUBE 34 1 32 TRT 120 RECESSED VERTICAL LAMP. DESIGN MAKE: UGHTOLER CAT. NO. 8021CCLW OR APPROVED EQUAL EQUAL F FLOURSENT VAPORPROOF FIXTURE, NON METALLIC COMPACT 26 1 26 - 120 SURFACE DESIGN MAKE: CANLET CAT. NO. 68FWF26N2G-GSC OR APPROVED EQUAL G WALL LIGHT FIXTURE 32 1 32 TRT 120 WALL DESIGN MAKE: UTHONIA CAT. NO. CFV8 32TRT 8AR 120 K WALL MOUNTED LIGHTING, COMPACT FLOURESCENT 50 1 42 TRT 120 , WALL DESIGN MAKE: UTHONIA MR 2/42TRT MD 120 SF LPI OR APPROVED EQUAL Xt EXIT SIGN, SINGLE FACE, THERMOPLASTIC HOUSING, UNIVERSAL MOUNT, INDIRECT LED TYPE, RED 20 2 - LED 120 UNIV. LETTERS, EMERGENCY OPERATION. DESIGN MAKE: UGHTOLIER CAT. NO. LL N 1 R W OR APPROVED EQUAL X2 EXIT SIGN, DODUBLE FACE, THERMOPLASTIC HOUSING, UNIVERSAL MOUNT, INDIRECT LED TYPE, 20 2 - LED 120 UNIV. RED LETTERS, EMERGENCY OPERATION. DESIGN MAKE: UGHTOLIER CAT. NO. LL N 2 R W OR APPROVED EQUAL SA AREA & ROADWAY LUMINAIRE 300 1 250 MH MULTI -TAP POLE DESIGN MAKE: PEMCO UGHIING CAT. NO. NPT II SP4 250MH R-3 MT BZ OR APPROVED EQUAL SQUARE TAPERED STEEL POLE ANCHOR BASE DESIGN MAKE: PEMCO LIGHTING CAT. NO. 5320-STS/11 5'X3" 20' SQUARE TAPERED STEEL 11 OR APPROVED EQUAL SB CONTEMPORARY BOLLARDS 120 1 100 MH MUL11-TAP GROUND DESIGN MAKE: PEMCO LIGHTING CAT. NO. CAV1 42' 10OMH MT BZ CLPOLY CLR5G OR APPROVED EQUAL LIGHITNG FIXTURE SCHEDULE NOTES: 1. PROVIDE ALL FLUORESCENT LIGHTING FIXTURES WITH ELECTRONIC BALLAST AND "TB' LAMPS, CONTRACTOR SHALL UTILIZE 2,3, OR 4 LAMP BALLASTS WHEREVER POSSIBLE MASTER/SLAVE OPERATION WHILE MAINTAINING SWITCHING ARRANGEMENTS INDICATED ON DRAWINGS. 2. ALL LIGHTING FIXTURES U11LIZING PL OR BIAX LAMPS SHALL HAVE ELECTRONIC BALLAST AND LOW IRIDESCENSE. 3. CONTRACTOR SHALL CAREFULLY COORDINATE THE LIGHTING FIXTURE TRIM TYPES WITH THE TYPE OF CEILING WHERE LIGHTING FIXTURES ARE TO BE INSTALLED MODIFY FIXTURE CATALOG NUMBER FROM THAT SHOWN ABOVE TO THAT REQUIRED TO COORDINATE WITH CEILING TYPE/CONSTRUCTION. 4. ALL BALLASTED FIXTURES TO HAVE IN -LINE FUSE AND FUSE HOLDER. REVISIONS: U O J m W U � C) w) W OJ p LL 5 = aUd�l:► Q m N � W64 ARCHITECT SEAL THOMAS S. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL. REG. NO.: PE32166 DATE: 07/t1/04 PROJECT NO: ow SCALE: IVIES SHEET NO. FURNISHED, INSTALLED AND WIRED BY ELECTRICAL ±4" CONTRACTOR REVISIONS: Lo 7- Qo KEYNOTES 1XI: 0 EXTERIOR LIGHTING SHALL BE CONTROLLED BY TIMECLOCK AND PHOTOCELL. PROVIDE (4)FOUR 2-1/2' DIA. CONDUITS FOR COMMUNICATION ROOM TO RUNWAY 2 LIGHTING VAULT. SITE PLAN — POWER + LIGHTINSCALE = G, le-O" ABOVE FINISHED PAVEMENT FACTORY DRILLED POLE TO MATCH LIGHT FIXTURE ARM 4"x 6" GASKETED HAND HOLE ELECTRICAL CONTRACTOR TO CONNECT — GROUND WIRE TO GROUNDING LUG LOCATED INSIDE POLE 1'x 45' CHAMFER E.C. SHALL PAINT ALL EXPOSED CONCRETE — SURFACES WITH MINIMUM TWO COATS OF DARK BROWN PAINT (OIL BASE) TO MATCH POLE COLOR. 4000 PSI CONCRETE BASE 20" DIAMETER FACTORY FINISHED POLE, ROUND, ALUMINUM, TAPERED. ' ANCHOR BOLTS ON 7-1/2" BOLT CIRCLE - VERIFY WITH MANUFACTURER PRIOR TO CASTING POLE BASE - TYPICAL 12' RONNFORCING CENTER TIES FINISHED GRADE XOTHERMIC CONNECTION BOTH ENDS) PIPE SLEEVE WITH COVER SET FLUSH WITH FINISH. COPPERWELD ROD —#6 BARE GROUND WIRE PVC CONDUIT - REFER TO FLOOR PLAN FOR LOCATION AND QUANTITY GALVANIZED STEEL TO PVC CONDUIT CONNECTOR GALVANIZED CONDUIT OR PVC (5)#5 VERTICAL REINF. BARS -YPE 'nSA" DETAIL N.T.S. uj oO V[�I coop Q ' w0� i LL- a3 �a� Vim' 0 WN �� m w U Z 0 F- 0 1� Q Z � Q z m Z c�r Q P Q m W co ARCHITECT SEAL THOMAS B. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL REG. NO., PE32168 DATE: 07/1/04 PROJECT NO. 0312 SCALE: SHEET NO. cV n 00 VCD�— Ld � p J J_ <� L� co = I Ili O J .Z J In REVISIONS: kL NOTES: EXACT LOCATION OF LIGHT FIXTURES WITH AL REFLECTED CEILING PLAN AND 'RIOR TO ANY ROUGH -IN. OTES 51' JCH CIRCUIT WIRING FOR NIGHT LITE AHEAD THING/PHOTOCELL/CONTACTOR, ICH CIRCUIT WIRING FOR EXIT LUMINAIRE VCY LIGHT AHEAD OF ALL SWITCHING. HTING SHALL BE CONTROLLED BY TIMECLOCK ELL. CTION BOX FOR ROTATING BEACON LIGHT. OTHERS. LP-5 5 w a: O UPI Q Wow F! LL. a V M V W o� ow1-r m w ARCHITECT SEAL THOMAS B. fUTCHESON, P.E, 427 CENTERPOINTE CIR., SUITE 1523 ALTAMONTE SPRINGS, FL 32761 FL REG. NO., PE32166 DATE: 07/11/04 PROJECT NO® ow SCALE: SHEET NO. � d- o V 0 t p J Li LLJ Cn f— ,i Cn O J ¢ J n REVISIONS; 25A 3R LP-4 a 14 GENERAL NOTES: A. COORDINATE EXACT LOCATION OF RECEPTACLE OUTLET AND TELEPHONE/DATA OUTLET, FIRE ALARM, SECURITY SYSTEM WTH FURNITURE PLAN PRIOR TO ANY ROUGH -IN. B. COORDINATE EXACT LOCATION OF DISCONNECT SWITCH FOR AHU & CU WITH MECHANICAL PLAN PRIOR TO INSTALLATION. KEYNOTES 0: PROVIDE CABLE TO SATELITE DISH UP TO ROOF. EXTEND BRANCH CIRCUIT WIRING FOR EXIT LUMINAIRE AND EMERGENCY LIGHT AHEAD OF ALL SWITCHING. PROVIDE JUNCTION BOX FOR ELECTRIC HURRICANE SHUTTERS TYPICAL FOR (4)FOUR. PROVIDE JUNCTION BOX FOR ELECTRIC DOORS TYPICAL FOR (2)TWO. REFER TO DRAWING NO. E-8, DETAIL 1 & 2 FOR DOOR DETAILS. PROVIDE UNDERGROUND CONDUIT FOR DOOR RELEASE. FLOOR PLAN -POWER AND SYSTEMS�� LmLj cooLo Q I WoU- a V o� N cm LLJ m U z U �t ac _ o Z � Q '< a z � Q m W ARCHITECT SEAL THOMAS 8. AITCHESON, P.E. 477 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS. FL 32701 FL. REG. NO.: PE32180 DATE: 07/f1/04 PROJECT NO: ow SCALE 1/r - T-W SHEET NO. I ' •► _... DN N ' a r DN KEYNOTES 0' _ TYPICAL �k � � �tj � � ,>� � I • 1 CONNECT TO ROOF MOUNTED AC EQUIPMENT. ❑2 BOND TO DRAIN —TYPICAL. BOND TO SCUPPER —TYPICAL. I o-"„`�ri,mNnw,,,,•thrum„xr,,..wreavr�,«avwr,An 1 ww,»»,»`"'<H„ », ♦: w„ » , w::r::»:» :m:. ».:, ,..:r »r». »,,,.,,F.» N� 4 BOND TO REINFORCING STEEL AT INTERVALS NOT EXCEEDING 100 FEET. BOND TO STRUCTURAL STEEL FRAMEWORK AT INTERVALS NOT EXCEEDING 200 FEET. 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SCALE. 1 /8 - 1 -0 ..........::::k:. 1 . wa w w 1 »:„:,.»r:x»:,:,r:,.rrnw.•,•.»nw—,.».»r,r,»,x»».w:nw.,, — .::.v:,,::,:».:,,x.,»,,.,w: ,. ,.w ,r,:,rur,:,,,,::,.v,. vr,» ";;3„.,;r,,r,,�r"s;^:•��•�:.::s,,.;:°'.:•.az;:m:<,:.«,w;.�r4».,•�,1,•:,:,rc.��•.::;.r :.'�.;:�:.::'r>rr,;;�,?»,,;s;::»:7?'?:•::.as:;,.N;,•;<;r:;a:::.":;c;?°,<.:,e; : r 1 � �<„»: h<:rr.«y..,:««.«,w„r... I� . f.�'y",rr.<,>u<�rr:«««� ". �...m�, �y,>,.r<mr:,,,�,.,rr.��^:::usaasi�;/iiusx:."«s�r,�•r»ww»� �»», A � ` E#a n,•u»,:a,,: ne, a.£:n .,.c,.v, su.as:.w »v. a/rs .vor':rrm:vl,. .»m<m S rnr 1 » ..a.........avr:,. — i.... s < 3 y 'DN DN ' OCi ASSOMTEA M DN Conetrt W Engineers OrWsdo • Ft PLVM • West Pahl B"ch • fi W" 427 Centerpointe Cirde, Suite IS25 Aitemonte 3pr�ge, FL 32M (407) 332-SM Farr (407) 332-7704 www.ocWamdatoo.com ASSOCIATES GERTF"TE of AVIHORUTM Offal INC. w � O W O LL 9.00 Z Q0 W r— m N m W • d ARCHITECT SEAL . THOMAS S. AITCHESON, P.E 427 CENTERPOINTE CIR., SUITE 1829 ALTAMONTE SPRINGS. FL 32701 FL. REG. NO.: PE32166 DATE: ®7/1/04 PROJECT NO: =2 SCALE: 1/8, - r—W SHEET NOS 00 �t- C1I PANEL LP-1 LOCATION ELECT. RM. SERVICE RATING 120/208V-30-4W 225A MLO MINIMUM BREAKER AIC 22,000 MOUNTING RECESSED LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0A I OB OC OA 08 I OC TRIP POLES L-RM.301-304 20 1 1.07 1 1 2 1.16 20 1 L-RM.105,305-308 L-RM.104,300 20 1 0.86 31 4 0.50 20 1 E-EWC R-RM. 301, 302 20 1 0.90 5 6 1.08 20 1 R-RM. 105,306-308 R-RM. 300,305,306 20 1 1.08 1 7 8 1.08 20 1 R-RM. 303,304 R-RM.103 20 1 0.54 1 9 10 0.60 20 1 SPARE R-RM.104 20 1 0.90 1112 0.60 20 1 SPARE E-ELECTRIC DOOR 20 1 0.50 13 14 0.80 1 20 1 A -REF M-CP-1 20 1 0.50 1516 2.80 35 2 E-EWH-1 H-CU-4A 30 2 1.56 17 181 2.80 E- H- 1 1.56 19J201 3.90 40 2 H-AHU-4A H-CU-413 30 2 1.56 211221 3.90 H- H- 1.56 23 24 3.90 40 2 1 H-AHU-4B H-CU-5A 30 3 2.00 25 26 3.90 1 11-1- H- 2.00 1 27 28 4.00 40 2 1 H-AHU-513 H- 2.00 29 30 4.00 IH- SPARE 20 1 0.60 311321 0.60 20 1 ISPARE SPARE 20 1 0.60 33 341 0.60 20 1 ISPARE SPARE 20 1 0.60 35 36 0.60 20 1 SPARE SPACE - 1 0.00 1 37 38 0.00 1 - 1 SPACE SPACE - 1 0.00 39 40 0.00 - 1 SPACE SPACE - 1 0.00 4142 0.00 - 1 SPACE TOTALS 6.81 6.06 7.52 ><11.44 12.40 12.9E LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 3.09 1.25 3.86 0.00 RECEPTACLES - 1ST 10 KVA 5.58 1.00 5.58 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 35.84 1.00 35.84 MOTORS 0.50 1.00 0.50 EQUIPMENT 6.60 1.00 6.60 APPLIANCE 0.80 0.75 0.60 SPARE/SPACE 4.80 1.00 4.80 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 57.21 158.80 57.78 160.39 PANEL LP-4 LOCATION ELECT. RM. SERVICE RATING 120/208V-30-4W 225A MLO MINIMUM BREAKER AIC 22,000 MOUNTING RECESSED LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0A OB OC OA OB OC TRIP IPOLES L-RM.508 20 1 1.00 1 12 1.25 20 1 1 L-RM.407-411 L-RM.400 20 1 0.65 3 4 1.38 20 1 R-RM.107,401-406 R-RM. 107,402 20 1 1.08 5 6 0.72 20 1 R-RM.403,404 R-RM. 409,410 20 1 1.08 7 81 0.90 20 1 R-RM.400,405,406 R-RM.407,408 20 1 1.08 9 10 1.26 20 1 R-RM.108 SPARE 20 1 0.60 11 12 0.60 1 20 1 SPARE H-CU-1A 30 2 1.56 1314 3.90 40 2 1 H-AHU-1A H- 1.56 1516 3.90 H- H-CU-113 30 2 1 1.56 171181 3.90 40 2 H-AHU-1B H- 1.56 1 191201 3.90 H- H-CU-5B 30 3 2.00 211221 4.00 1 1 40 2 H-AHU-5A H - 2.00 23 24 4.00 H- H - 2.00 25 26 0.60 20 1 P RE S A SPARE 20 1 0.60 27 28 0.60 20 1 ISPARE SPARE 20 1 1 0.60 29 30 0.60 20 1 SPARE SPACE - 1 0 .00 31 32 0.60 1 20 1 SPARE SPACE - 1 0.0 0 33 34 0. 60 20 1 SPARE SPACE - 1 0.00 35 36 0.60 20 1 SPARE SPACE - 1 0.00 37 38 0.00 - 1 SPACE PA E S C - 1 0.00 3 9 40 0.00 - 1 SPACE SPACE _ 1 0.00 41 42 0.00 - 1 SPACE TOTALS 7.20 5.89 5.84 11.15 111.74 110.42 LOAD CALCULA11ONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 2.90 1.25 3.63 0.00 RECEPTACLES - 1 ST 10 KVA 7.50 1.00 7.50 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.501 0.00 HVAC 35.84 1.00 1 35.84 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 6.00 1.00 6.00 OTHER 0.00 1.00 1 0.00 TOTAL KVA AMPS 52.24 145.00 52.97 147.02 LOAD CALCULATION (PER NEC ARTICLE 220) CONNECTED(KVA) DF DEMAND KV MDP 226.76 1.0 226.76 A 81 1.0 81 ELP-1 7.86 -- 8.66 TOTAL 316.42 316.42 KVA 0 208V-30-4W = 878.29A TOTAL 878.29A USE 1000A MC8 PANEL LP-2 SERVICE 120/208V-30-4W_ MINIMUM BREAKER AIC . 22,000 _. LOCA11ON ELECT. RM. RATING 225A MLO MOUNTING RECESSED LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0A-.-j OB 0C OA OB OC TRIP POLES L-RM.203-209 20 1 1.55 1 2 1.80 20 1 L-RM.101,201,202 L-RM. 200 20 1 0.73 3 4 0.90 20 1 R-RM.101 R-RM. 200,205,206 20 1 0.90 5 6 0.72 20 1„ R-RM. 202 R-RM. 202 20 1 0.72 7 81 1.08 20 1 R-RM. 200,203,204 R-RM.202 20 1 0.72 9 10 0.72 11 20 1 R-RM.202 R-RM.207,208 20 1 0.72 1112 0.60 20 1 SPARE H-AHU-3A 40 2 4.00 13 14 2.00 30 3 H-CU-3A H- 4.00 1516 2.00 1 H- H-AHU-3B 50 1 2 1 4.90 1718 1 2.00 H- H- 4.90 19 20 2.00 30 3 H-CU-313 SPARE 20 1 0.60 2122 2.00 H- SPARE 20 1 0.60 23 24 2.00 H- SPARE 20 1 0.60 25 261 0.60 20 1 SPARE. SPARE 20 1 0.60 27 28 1 0.60 20 1 SPARE SPARE 20 1 0.60 29 30 0.60 20 1 1 SPARE SPACE - 1 0.00 31 32 0.00 - 1 SPACE SPACE - 1 0.00 33 34 0.00 - 1 SPACE SPACE - 1 O.OD 35 361 1 0.00 - 1 SPACE SPACE - 1 0.00 37138 0.00 - 1 SPACE SPACE - 1 0.00 39 40 0.00 :_. .. - 1 , , SPACE SPACE - 1 0.00 41142 0.00 - 1 SPACE TOTALS 11.77 6.65 .7.72 7.48 6.22, 5,92 LOAD CALCULA11ONS: CORN. LOAD - KVA D.F,. C&Q DEMANfl - KVA., LOADS NOT INCLUDED IN CALCULATIONS: UGH11NG 4.08 1.25 5.10 0.00 . _ RECEPTACLES - 1ST 10 KVA 6.48 1.00 6.48 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 29.80 1.00 29.80 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 5.40 1.00 5.40 OTHER 0,00 1.00 0.00 TOTAL KVA AMPS 45.76 127.02 46.78 129,85 PANEL-5 SERVICE 120/208V-30a-4W . MINIMUM BREAKER AIC -22®� LOCATION ELECT. RM. RATING BOA - MLO _ . _ _ MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0A OB 0C OA OB OC TRIP POLES L-BOLLARDS - SIDEWALK 20 2 0.60 1 2 0.70 20 2 L-PARKING LIGHT - POLES L- 0.60 3 4 0.70 L- L-EXTERIOR 20 1 0.00 5 5 0.75 20 2 L-PARKING LIGHT - POLES L-BEACON 20 1 1.00 7 8 0.75 L- L-LIGHTING 20 1 0.80 9110 0.60 20 1 SPARE SPARE 20 1 0.60 11 121 0.60 20 1 SPARE SPARE 20 1 0.60 13 14 0.60 20 1 SPARE SPACE - 1 1 0.00 15 160.00 - 1 ISPACE SPACE - 1 1 0.00 17 18 1 0.00 -1 1 ISPACE TOTALS 2.20. 1.40 10.60 2.05 1 1.30. 1.35 LOAD CALCULA11ONS: CONN. LOAD - KVA D.F. CALC, DEMAND - KVA LOADS NOT INCLUDED IN CALCULA11ONS: UGH11NG 5.90 1.25 7.38 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0,00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 3.00 1.00 3.00 OTHER 0.00 1.00 =0.00 TOTAL KVA AMPS 8.90 24.70 10.38 C 28.80 MDP LOAD CALCULATION (PER NEC ARTICLE 220) CONNECTED(KVAI QE A LP-1 57.21 -- 57.21 LP-2 45.76 -- 45.76 LP-3 51.65 -- 51.65 LP-4 52.24 -- 52.24 LP-5 8.90 -- 8.90 LIFT STATION 6.00 0.75 4.5 POLICE EVIDENCE CPD. 5.00 -- 5 IRRIGATION PUMP 2 0.75 1.5 226.76 KVA 0 208V-30-4W ALLOWANCE FOR FUTURE GROWTH 0 25% TOTAL TOTAL 226.76 = 629.4A = 157A 786.4A USE 800A MC8 PANEL _ L'-3-..- .-- SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION ELECT. RM. RATING 225A MLO, MOUNTING RECESSED LOAD DESCRIPTION BKR KVA CKT. NO. KVA 8KR LOAD DESCRIPTION TRIP POLES OA OB OC OA AB OC TRIP POLES L-RM. 5011-504 20 1 1.00 112 1.27 20 1 L-RM. 501,502,506-50B SPARE 20 1 0.60 314 0.90 20 1 R-RM. 502 R-RM. 502 20 1 0.54 516, 0.54 20 1 R-RM. 502 R-RAC. 500,503,504 20 1 1 0.90 7 81 0.54 20 1 R-RM. 506-508 R-RM.509,510 20 1 0.72 9 10 0.60 20 1 SPARE R-RM.501 20 1 0.72 11 12 0.72 20 1 R-RM.509,510 SPARE 20 1 0.60 13 14 0.60 20 1 ISPARE SPARE 20 1 1 0.60 1516 0.80 20 1 A -REF SPARE 20 1 0.60 1718 0.60 20 1 SPARE H-AHU-2 60 2 4.90 19 20 2.40 40 3 H-CU-2 H- 4.90 2122 2.40 H- H-AHU-6 60 2 4.90 23124 2.40 H- H- 4.90 25 26 2.40 40 3 H-CU-6 SPARE 20 1 0.60 27 28 2.40 H- SPARE 20 1 0.60 2930 2.40 H- SPARE 20 1 0.60 31 32 0.60 20 1 SPARE SPARE 20 1 0.60 33,34 0.60 20 1 SPARE SPARE 20 1 0.60 35136 0.60 20 1 SPARE SPACE - 1 0.00 37 38 0.00 - 1 ISPACE SPACE - 1 0.00 39140 0.00 - 1 SPACE SPACE - 1 1 0.00 4142 1 0.00 - 1 SPACE TOTALS.,-, 112.90 8.02 7.96. 7T-Vj 7.70 7.26 LOAD CALCULATIONS: CONN. LOAD .- KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 2.27 1.25 2.84 0.00 RECEPTACLES - 1ST 10 KVA 5.58 1.00 1 5.58 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 1 0.00 HVAC 34.00 1.00 34.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.80 0.75 0.60 SPARE/SPACE 9.00 1.00 9.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 51.65 143.37 52.02(144.39)] PANEL ELP-1 SERVICE 120/Zosy-3�-4w MINIMUM BREAKER AIC 22,000 LOCATION ELECT. RM. RATING 100A - MLO MOUNTING SURFACE BKR KVA CKT. KVA BKR LOAD DESCRIPTION NO, LOAD DESCRIPTION TRIP IPOLES OA 08 I 0C 0A I OB OC TRIP IPOLES L-CORR. 20 1 0.30 1 112 0.40 20 1 L-CORR. L-RM.509 20 1 1.50 314 0.80 20 1 1 E-FACP E-ELECTRIC SHUTTERS 20 1 0.60 5 16 0.60 20 1 E-ELECTRIC SHUTTERS L-BEACON 20 1 1.00 7 81 0.36 20 1 E-TTB E-ELECTRIC DOOR 20 1 0.50 9 101 0.60 20 1 SPARE SPARE 20 1 0.60 11 121 0.60 20 1 SPARE SPARE 20 1 0.60 13 14 5.00 60 3 E-LIFT STN. SPARE 20 1 0.60 1516 5.00 E- SPACE 20 1 0.60 17118 1 5.00 E- SPACE - 1 0.00 19120 0.00 1 - 1 SPACE SPACE - 1 0.00 211221 1 0.00 - 1 SPACE SPACE - 0.00 23 24 0.00 - 1 SPACE XX �1 32 >, : £r < x all : 00 ul ; ,G2S' .. TOTALS 1.90 2.60 1.80 5.76 6.40 6.20 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULA11ONS: LIGHTING 3.20 1.25 4.00 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 17.86 1.00 17.86 APPUANCE 0.00 0.75 0.00 SPARE/SPACE 3.60 1.00 3.60 OTHER 0,00 1.00 0.00 TOTAL KVA AMPS 24.66 68.45 25.46 70.67 REVISIONS: F- V w �Op CV 0��I co Q w1 0 0 LLu- LL Q = Co U iEn'i o =� JN m w O F- Q M O Z Q a Zw" CA Q m c0 ARCHrfECT SEAL THOMAS B. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1S25 ALTAMONTE SPRINGS,PEFL 32701 FL. REG. NO.: 32166 DATE: 07/11/04 PROJECT NO: =2 SCALE: IYi SHEET NO. REVISIONS: F E TO FPL UTILITY COMPANY PAD MOUNTED CAI II T PI IDDCNIT NIr)TCC, THERE SHALL BE A U.L, SERIES RATING BETWEEN THE LOADSIDE DEVICE IN THE SERVICE ENTRANCE EQUIPMENT AND THE DOWNSTREAM BREAKERS IN THE PANEL BASED ON THE TOR CONTRIBUTION) AT THE LINE SIDE OF THE L SERIES RATING DATA AS A PART OF THE IP DRAWING SUBMITTALS. AS AN OPTION THE :H EXCEED THE AVAILABLE FAULT CURRENT INT. IF THIS OPTION IS SELECTED, PROVIDE RVICE AND DISTRIBUTION _"A" WHICH SERVES RUNAWAY :RED AFTER A FIELD VISIT. I I I I I I I I I PANELBOARD I I I I I I I I I I I I LIGHTING CIRCUITS PER PANELBOARD SCHEDULE I -------I I I I I INTERMATIC ELECTRONIC I TIME SWITCH I I I I I I I I PHOTO CONTROL MECHANICALLY HELD CONTACTOR 8-POLE ❑• LIGHTING CIRCUITS PER AS INDICATED ON THE PLANS TYPICAL ELECTRICAL RISER N.T.S. V coI Q WoU- U 0 4 m' C) LL! d Q ca e ARCHITECT SEAL THOM' 6. 'TCHESON, Lj 427 CENTERPOINTE CIR„ SUIALTAMONTE SPRINGS, FL FL REG. NO.: PE3218 DATE: 07/t1/Q4 PROJECT NO- SCALE: NM SHEET NO � 00 d O p J J U' F7 Cn V) 0 ,n ELECTRICAL ONE -LINE DIAGRAM N.T.S. REVISIONS: BACK TO SECURITY HEAD END JUNC11ON BOX n ■ ■ u ■ u II ■ ■ TYPICAL CONCEALED u CONDUIT REQUEST TO EXIT MOTION ■ ■ ii WITH SINGLE GANG MUD ri ■b �-- 1/2" FLEX TO RING MOUNTED HORIZONTALLY II ■ ■ 7/8 0 HOLE IN DOOR FRAME II [ PROTECTED SIDE ] ° ■ ■ II u ■ ■ u n ■ ■ n n ■ ■ n n ■ ■ /" II ■ ■ I�'� 3 4 u .. o u u u II I� ELECTROMAGNETIC LOCKS /" 3 4 II ° WITH MONITOR SWITCH [ u PROTECTED SIDE u ] II I u n € n n u u n PUSH BUTTON MOUNTED ON 40 GANG BOX WITH 20 MUD RING PROTECTED SIDE I ! CARD READER MOUNTED ON [ ] 40 GANG BOX WITH 20 MUD RING [ UNPROTECTED SIDE ] DOUBLE DOOR WITH ACCESS CONTROL + ELECTROMAGNETIC LOCK DETAIL #4 GREEN, INSULATED, COPPER GROUND TO COMPUTER POWER RECEPTACLE PANEL GROUND IN 1/2' EMT. #6 AWG GREEN, INSULATED, COPPER GROUND TO NEAREST BUILDING STEEL I -BEAM. SLEEVE W/ EMT TO CEILING SPACE. INCOMING VOICE TIE CABLE y: TO BULLET BOND W/ISOLATION SHOE N.T.S. BACK TO SECURITY HEAD END REQUEST TO EXIT MOTION — WITH SINGLE GANG MUD n RING MOUNTED HORIZONTALLY [ PROTECTED SIDE ] II u u II 11 n n u u II u n 3/4° —I� n u u u u PUSH BUTTON MOUNTED ON 40 GANG BOX WITH 20 MUD RING [ PROTECTED SIDE ] JUNCTION BOX ■ ii 1/2" FLEX TO --� 7/8"0 HOLE IN DOOR FRAME ■ ■ 11 II TYPICAL CONCEALED I� CONDUIT n °ate--- n n 3/4' u R u u II n n II II IN ELECTROMAGNETIC LOCK II WITH MONITOR SWITCH u n [ PROTECTED SIDE ] n n n u u II Ii- CARD READER MOUNTED ON 40 GANG BOX WITH 20 MUD RING [ UNPROTECTED SIDE ] SINGLE DOOR WITH ACCESS CONTROL t ELECTROMAGNETIC LOCK DETAIL N.T.S. 48 PORT PATCH PANEL (VOICE) 48 PORT PATCH PANEL (STATION) 48 PORT PATCH PANEL (STATION) 48 PORT PATCH PANEL (STATION) E-8 7' FREESTANDING RACK WIRE MANAGEMENT V®®® PP WIRE MANAGEMENT AD ®® ®®am= Oman WIRE MANAGEMENT PPP o ®®®® WIRE MANAGEMENT PPP ®�®® PPP m a 2 Ld m w � w 3 V > U > is RACK DETAIL MOUNTING BOLT W/ISOLATED WASHERS RUBBER GROUNDING r— MAT - POWER STRIP 42 PORT FIBER PATCH PANEL ICE / DATA DET r---------- , r---------- , r----------, I I I I I 1 I AHU I I I I I I I I I I 1 SHUT CWNONTROL PANEL I RELAYDO CONTROL PANEL ; SHUT TYDO CONTROL PANEL --------- --------- -------- SID RETURN SUPPLY RETURN SUPPLY RE' D D D D D COPPER ALARM�ONLY ALARM�ONLY SUPERVISORY LARM ONLY BUSS MGB BAR VDBB #6 GND. 110 I I 110 BLOCK BLOCK 50/100 PAIR CAT 5 TERMINATE 2 PAIRS PER RJ45 PORT. ON VOICE PATCH PANEL. WIRE MANAGEMENT 24/48 PORT VOICE : x 3 M 3 :r PATCH PANEL — §NI WIRE MANAGEMENT 46 PORT RA�$��;,�x��:,,. PATCH PANEL , .., .. ,.< . T.. n s 's ";':,•� '',-?;7 y:.>.1f�'a,':ais�,�.'. TYPICAL AHU OR RTU CIRCUIT I TYPICAL SIGNALING CIRCUITS NOTE: 1. SEPARATE ZONES & FUNCTIONS MAY BE RUN IN THE SAME CONDUIT. 2• MINIMUM CONDUIT SIZE SHALL BE 3/4'. 3. PROVIDE ACTUAL CONDUIT SIZE REQUIRED ON SHOP DRAWINGS. 4. WIRING SHALL BE MINIMUM SIZE #16 THHN CU. 5. ALL CONDUIT SHALL BE FURNISHED WITH NYLON PULL STRING. 6. ALL AHU SHUTDOWN DEVICES MUST BE LOCATED WITHIN THREE FEET OF THE AHU STARTER. 7•ALL CABLE SHALL HAVE ZONE NUMBER AT BOTH ENDS, AND ALL RETURN CABLE SHALL BE TAPED. 8. VERIFY QUATITY TYPE, & ARRANGEMENT OF DEVICES REQUIRED ON PLAN DRAWINGS. THIS DWG, FOR SCHEMATIC PURPOSES ONLY. 1'C TO TTB PROVIDE CABLING FOR DACT CIRCUIT ELP-1 4 120V AC CONDUIT ENTRY INTO BOTTOM OF CABINET IS PROHIBITED FACP CPU MODULE INITIATING DEVICE MODULE SIGNALING DEVICE MODULE DACT MODULE XXX XXX POWER SUPPLY -MODULE BATT BATT CONCRETE BASE RELAY RACK BASE -CEMENT OR TILE BASE ►� • ��NCt7*7:4fAj, E-8 SIZE PER ONE LINE DIAGRAM NEC ART. 250-81 MAIN WATER SERVICE PIPE (IF METAL) JUMPER AROUND WATER METER EXOTHERMIC CONNEC11ON 3/4" X 20' COPPERWELD GROUND ROD (2 MIN) SERVICE GROUNDING DETAIL CONCRETE SLAB/FOOTING ON EARTH 0BARE #1/0 — PER GROUND CONDUCTOR TO GROUND SYSTEM 20'-O"MIN. TYPICAL INDICATING DEVICE CIRCUITS. REBAR PER EXOTHERMIC CONNEC11ON STRUCTURAL BETWEEN GROUND LIMIT DEVICES TO 30 OR LESS DWGS. CONDUCTOR AND REBAR DEVICES PER CIRCUIT, UNLESS OTHERWISE NOTED. (ONE PER EACH PIECE OF REBAR THREE MIN). N.T.S. TYPICAL CONCRETE ENCASED ELECTRODE N.T.S. V w VE�I 40 zoaLo 0 wLL it LLLL Q=I V 0 .-- m .-. C v V z V Q Q Z te 6 03 Q Z Q Co N< m w ARCHITECT SEAL THOMAS 9. AITCHESON, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS FL 32701 FL. REG. NO.: PE32188 DATE: 07/1 % PROJECT NO: om SCALE m SHEET NO � 00 CN Ala J C r �o� J Lu Q= li Cn F— LiCC)0 J Q J 5 RACK E-8 FRIM FIRE ALARM RISER DIAGRAM N.T.S. 00ASSOCUMA W. cona4ft Er�Ineers Ortando • it Pkres • Wert Pain Beach • Ft A&" 427 Centerpointe Circle, Suite 1825 Altamonte FL 32701 (407) 332-SM Fur• 407) 332-7704 w".0cia miates.com ASSOCIATES oERTFIcA7E of AWTHOWATM #U61 INC. W4 •► 2-OAG FLOOR PLAN - HVAC A� SCALE: 1 /8" = 10-0" 041d H V_A_C_ KEYNOTES: a ROUTE 1' CONDENSATE DRAIN LINE FROM AIR HANDLING UNIT CONNECTION TO EXTERIOR WALL. DROP AT EXTERIOR WALL AND TERMINATE 6' ABOVE GRADE. 2 ROUTE REFRIGERANT LINE UP IN CEILING FROM AIR HANDLING UNIT TO EXTERIOR WALL. DROP AT WALL AND TERMINATE AT ASSOCIATED CONDENSING UNIT. SIZE AND INSULATE REFRIGERANT LINE PER MANUFACTURER'S RECOMMENDATIONS. F3 PROVIDE 6' THICK CONCRETE SLAB UNDER CONDENSING UNITS, OVERLAP UNITS BY 6' ON ALL SIDES. ❑4 PAINT OUTSIDE AIR INTAKE LOUVER AND EXHAUST WALL CAP SAME COLOR AS EXTERIOR. l5 MOUNT THERMOSTAT 5'-0' ABOVE FINISHED FLOOR. THERMOSTAT SHALL BE FULLY PROGRAMMABLE 7-DAY ELECTRONIC NTH SETUP & SET BACK AND NTH STAGES SUITABLE FOR ASSOCIATED AHU/CU HEATING AND COOLING STAGES. RE 0 HY.A.C. LEGEND ® SUPPLY DIFFUSER RETURN AIR GRILLE zEXHAUST AIR GRILLE T RIGID DUCTWORK (WIDTH/DEPTH) ELBOW WITH TURNING VANES MANUAL SPUTTER DAMPER FLEXIBLE DUCT WITH SPIN -IN FITTING AND MANUAL VOLUME DAMPER MANUAL VOLUME DAMPER FD 0 FIRE DAMPER 0 THERMOSTAT SMOKE DETECTOR — R — REFRIGERANT LINE — CD — CONDENSATE DRAIN LINE DOOR UNDERCUT AIR HANDLING UNIT CONDENSING UNIT W U 13= kn� . cA y `z U t 5 0 .~ 2 r3z cm N m ui• • DATE: 07/1tl04 PROJECT NO: ON SCALE: SHEET NO. SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE MARK AREA SERVED INDOOR UNIT COOLING CAPACITY OUTDOOR UNIT [SEER] EQUAL TO NOTES FAN ELECTRIC HEATER KW STEPS V%0 MCA MOCP WEIGHT (LBS.) CONDENSER FAN(S) QTY. V/0 (EAA) COMPRESSOR(S) QTY. V/0 (EA) t A) MCA MOCP WEIGHT MFG. MODEL CFM 0/A E.S.P. IN �' HP V/0 FLA TC (MBH) (MBH) AHU-1A/CU-1A SOUTHWEST WING 900 100 0.23 0.25 208/1 1.7 5.76 1 208/1 37 40 250 24.5 19.0 1 208/1 0.B3 1 208/1 10.0 60 15 25 250 [10.0] TRANE TWE024/TrBO24 (1)(2)(3) AHU-1B/CU-1B SOUTHWEST WING 850 80 0.31 0.25 208/1 1.7 5.76 1 208/1 37 40 250 23.7 19.1 1 208/1 O.B3 1 208/1 10.0 60 15 25 250 [10.0] TRANE TWE024/TTBO24 (1)(2)(3) AHU-2/CU-2 SOUTHEAST WING 1350 200 0.40 0.50 208/1 3.3 7.20 1 208/1 47 50 300 38.9 26.7 1 208/1 1.60 1 208/3 15.0 120 20 35 450 [10.0] TRANE TWE042/TTA042 (1)(2)(3) AHU-3A/CU-3A NORTHEAST WING 1200 160 0.44 0.50 208/1 3.3 5.76 1 208/1 39 40 250 31.0 21.9 1 208/1 1 1.70 1 208/3 12.0 101 17 25 400 [10.0] TRANE TWE036/TTA036 (1)(2)(3) AHU-3B/CU-3B NORTHEAST WING 1245 160 0.40 0.50 208/1 3.3 7.20 1 208/1 47 50 250 35.3 25.5 1 208/1 1.70 1 208/3 12.0 101 17 25 400 [10.0] TRANE TWE036/TTAO36 (1)(2)(3) AHU-4A/CU-4A NORTHWEST WING 800 60 0.38 0.25 208/1 1.7 5.76 1 208/1 37 40 250 19.0 16.0 1 208/1 0.83 1 208/1 10.0 60 15 25 250 [10.0] TRANE TWE024/79024 (1)(2)(3) AHU-4B/CU-4B NORTHWEST WING 800 80 0.38 0.25 208/1 1.7 5.76 1 208/1 37 40 250 21.3 16.1 1 208/1 0.83 1 208/1 10.0 60 15 25 250 [10.0] TRANE TWE024/TTB024 (1)(2)(3) AHU-5A/CU-5A ROTUNDA 1200 140 0.44 0.50 208/1 3.3 5.76 1 208/1 39 40 250 34.0 25.4 1 208/1 1.70 1 208/3 12.0 101 17 25 400 [10.0] TRANE TWE036/TTA036 (1)(2)(3) AHU-5B/CU-5B ROTUNDA 1200 140 0.44 0.50 208/1 3.3 5.76 1 208/1 39 40 250 34.0 25.4 1 208/1 1.70 1 208/3 12.0 101 17 25 400 [10.0] TRANE TWE036/TTA036 (1)(2)(3) AHU-6/CU-6 EMERG. MNG. 1400 200 0.33 0.50 208/1 3.3 7.20 1 208/1 47 1 50 300 38.5 24.9 1 208/1 1 1.60 1 208/3 15.0 120 20 35 450 [10.0] TRANE TWE042/TTA042 (1)(2)(3) NOTES: (1) PROVIDE SMOKE DETECTORS/FIRE STATS IN SUPPLY AND RETURN DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES. (2) PROVIDE WITH WALL MOUNTED, FULLY PROGRAMMABLE, 7-DAY TYPE ELECTRONIC THERMOSTAT. t3) PROVIDE WITH SINGLE POINT CONNECTION FOR ELECTRIC HEATER AND FAN FOR INDOOR UNIT. DIFFUSER/GRILLE/LOUVER SCHEDULE MARK / LEGEND TYPE MFG. MODEL NOTES NECK SIZE - 10*0-4W -THROW CEILING MOUNTED TITUS TDC-AA (2)(4)(5)(6)(7) AIR QUANTITY - 300CFM SQUARE SUPPLY DIFFUSER NECK SIZE --- 8X8-SW SIDEWAH MOUNTED RECTANGULAR mS 300 (1)(6) AIR QUANTITY - 200CFM SUPPLY AIR DIFFUSER NECK SIZE -8X8-RG CEILING OR SIDEWALL ¶TUS 350 (1)(2)(3)(4)(5)(6) AIR QUANTITY -- 200CFM RETURN AIR GRILLE NECK SIZE --- 8X8-EG CEILING OR SIDEWALL 11TUS 350 (1)(5) AIR QUANTITY - 200CFM EXHAUST AIR GRILLE LOUVER SIZE --- 24X24-OAG SOFFIT MOUNTED OUTSIDE AIR GRILLE ¶TUS 350 (1)(2)(3)(4)(5)(6) LOUVER SIZE - 24X24-EL WALL MOUNTED EXHAUST DISCHARGE LOUVER RUSKIN ELF-6375D (8)(9) NOTES: 1) RETURN GRILLES TO BE FULLY LOUVERED FACE WITHOUT FILLER PANELS. PROVIDE 24X24 LAYIN MODULE WHERE LOCATED IN LAYIN CEILING. �32)NECK SIZE IS 22X22 UNLESS NOTED OTHERWISE ON FLOOR PLANS. 4 PROVIDE SQUARE TO ROUND NECK TRANSITION WHERE APPLICABLE. 5 COORDINATE BORDER TYPES WITH ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN. 6 COORDINATE FINISH WITH ARCHITECT. 7 COORDINATE THROW PATTERN WITH FLOOR PLANS. 8 PROVIDE COMPLETE WITH WALL SLEEVE AND BIRDSCREEN. 9 PRIME AND PAINT TO MATCH ADJACENT SURFACES. FAN SCHEDULE MARK SERVICE TYPE FAN MOTOR EQUAL TO NOTES CFM (IN.)' DRIVE RPM [Ways] V/0 MFG. MODEL EF-1 ROOM 405 CEILING 75 0.25 DIRECT 112D [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-2 ROOM 503 CEILING 75 0.25 DIRECT 1120 [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-3 ROOM 504 CEILING 150 0.25 DIRECT 1301 [150] 120/1 LOREN COOK GC-340 (1)(2)(3)(4) EF-4 ROOM 507 CEILING 75 0.25 DIRECT 1120 [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-5 ROOM 207 CEILING 75 0.25 DIRECT 1120 [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-6 ROOM 302 CEILING 75 0.25 DIRECT 1120 [100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) EF-7 I ROOM 308 CEILING 75 0.25 DIRECT 1 1120 (100] 120/1 LOREN COOK GC-240 (1)(2)(3)(4) NOTES: 1) PROVIDE DISCONNECT SWITCH MOUNTED AT THE UNIT. 2 PROVIDE WITH BACKDRAFT DAMPER. 3 PROVIDE WITH SOLID STATE VARIABLE SPEED CONTROLLER MOUNTED AT THE UNIT. 4 FAN SHALL BE CONTROLLED VIA LIGHT SWITCH WITH 10 MINUTE TIME DELAY. PROVIDE TIME DELAY SWITCH. to 00 C14 li x co 15010 MECHANICAL REQUIREMENTS: DO ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES, THE STANDARD BUILDING CODE AND THE REGULATIONS OF THE LOCAL UTILITY COMPANIES. OBTAIN AND PAY FOR ANY AND ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES OF INSPECTIONS. COOPERATE WITH OTHER TRADES AND CONTRACTORS AT JOB. PERFORM WORK IN SUCH MANNER AND AT SUCH TIMES AS NOT TO DELAY WORK OF OTHER TRADES. OBTAIN MANUFACTURERS DATA ON ALL EQUIPMENT, THE DIMENSIONS OF WHICH MAY AFFECT INSTALLATION. USE THIS DATA TO COORDINATE PROPER SERVICE CHARACTERISTICS, ENTRY LOCATIONS, ETC., AND TO INSURE MINIMUM CLEARANCES ARE MAINTAINED. WORKMAN SHALL BE EXPERIENCED IN THEIR RESPECTIVE TRADE. WORKMANSHIP OF INSTALLED WORK SHALL BE FIRST CLASS AND WILL BE SO JUDGED. SUBSTANDARD WORK SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL AND DOES HEREBY WARRANT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION TO BE FREE FROM DEFECTS AND TO FUNCTION OR OPERATE SATISFACTORILY FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK, AND THAT ANY ITEMS NOT MEETING THIS REQUIREMENT WILL BE MADE GOOD BY HIM WITHOUT ANY COST TO THE OWNER. PROVIDE ONLY NEW, STANDARD FIRST -GRADE MATERIALS THROUGHOUT, CONFORMING TO STANDARDS ESTABLISHED BY UNDERWRITER LABORATORIES INC., ANS SO MARKED AND LABELED, TOGETHER WITH MANUFACTURER'S BRAND OR TRADEMARK. ALL LIKE ITEMS SHALL BE OF ONE MANUFACTURER. ALL WORK SHALL BE EXECUTED IN A MANNER THAT SHALL PRESENT A NEAT APPEARANCE UPON COMPLETION. CARE SHALL BE EXERCISED THAT ALL ITEMS ARE PLUMB, STRAIGHT AND LEVEL UPON COMPLETION OF WORK, ALL SYSTEMS SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PERFECT WORKING CONDITION IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS. ANY WALLS, CEILINGS, EQUIPMENT, ETC., DAMAGED BY THE CONTRACTOR IN CONSTRUCTION OF THIS PROJECT SHALL BE REPAIRED, RESTORED AND/OR REPLACED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION, OR TO PERFORM ITS INTENDED FUNCTION, AT NO ADDITIONAL COST TO OWNER. COORDINATE LOCATION OF ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND WORK BY ALL OTHER TRADES. ALL EXTERIOR WALL MOUNTED LOUVERS AND WALL CAPS SHALL BE PRIMED AND PAINTED TO MATCH SURROUNDING SURFACES. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL REQUIREMENTS WITH EQUIPMENT SUPPLIED. 15891 DUCTWORK: ALL DUCTWORK MATERIALS AND INSTALLATION SHALL CONFORM TO APPLICABLE STATE, COUNTY AND LOCAL CODES. DUCTWORK SHALL BE ALL NEW AND IN GOOD CONDITION. DUCT DIMENSIONS NOTED ARE INSIDE DIMENSIONS AND DO NOT INCLUDE INSULATION OR LINER. DUCTWORK SHALL BE INSTALLED TO AVOID CONFLICT WITH OTHER TRADES. ANY OFFSETS REQUIRED SHALL BE INSTALLED AT NO ADDITIONAL COST. FABRICATE DUCTWORK FROM 1-1/2- FIBERGLASS DUCT BOARD WITH ANITMICROBIAL LINING EQUAL TO "SUPER DUCT'. ALL DUCT BOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDA1ONS AND SMACNA STANDARDS FOR INSTALLATION OF FIBROUS GLASS DUCTWORK. ALL LOW PRESSURE SUPPLY, RETURN AND EXHUAST DUCTWORK ARE DESIGNED FROM A MINIMUM OF 0.05" TO A MAXIMUM OF 0.1' OF FRICTION PER 100 FT. OF DUCT. FLEXIBLE DUCT CONNECTORS AND RIGID DUCT RUNOUTS SERVING SINGLE DIFFUSER SHALL BE THE SAME SIZE AS DIFFUSER NECK. ALL FIBERGLASS DUCTWORK SHALL BE SEALED WITH GLASS FAB AND MASTIC. 15990 TEST AND BALANCE: CONTRACTOR SHALL BE CERTIFIED BY NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) OR BY ASSOCIATED AIR BALANCE COUNCIL (AABC). TEST AND BALANCE ALL AIR SYSTEMS IN ACCORDANCE WITH AABC AND/OR NEBB REQUIREMENTS. ALL EQUIPMENT USED FOR TESTING SHALL BE IN PROPER WORKING ORDER. THE CONTRACTOR SHALL REGULATE AND ADJUST ALL SPLITTERS, DEFLECTORS AND DAMPERS SO THAT THE INLET OR OUTLET SHALL DELIVER OR REMOVE THE REQUIRED NUMBER OF CUBIC FEET OF AIR PER MINUTE (CFM) AT THE RESPECTIVE OPENINGS. ALL TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE CONSTRUCTION SUPERINTENDENT, OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS, TESTING EQUIPMENT AND PERSONNEL THAT MAY BE REQUIRED FOR THE TESTS. 15991 VIBRATION AND NOISE: PROVIDE VIBRATION ISOLATORS AND ACOUSTIC INSULATION AS REQUIRED TO ELIMINATE ANY OBJECTIONABLE NOISE OR VIBRATION. w cq to a Q ' rr 0� ww U_ eEV w ug 0 N J oW� m U O a Q a Z � Q m w co ARCHITECT SEAL JASON L SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS FL 32701 FL REG. NO.: P 57743 DATE: 07/t1/014 PROJECT NO: 0312 SCALE SHEET NO- -2 FLEXIBLE DUCT TO D AIR OUTLET. 16 GA. GALVANIZED BLADE, 1 /4" LESS THAN DUCT DIA. UTIUZE STAINLESS STEEL WORM DRIVEN CLAMPS AND U.L. APPROVED MASTIC SEALANT FOR ATTACHING 3/8" SQUARE ROD FLEXIBLE DUCT TO CLINCH COLLAR. END BEARING LOCKING TYPE QUADRANT OPERATOR/INDICATOR WITH 2" _ STAND-OFF MAIN DUCT SPIN -IN FITTING AIR FLOW SPIN -IN BRANCH CONNECTION TO SINGLE AIR OUTLET 1/3" W, 6" MIN. DAMPER NTS METAL STRAP 1-1/2' MINIMUM SUPPORTS DUCT WITH SPLITTER DAMPER AT SINGLE BRANCH 3/8" THREADED SUSPENSION ROD CONDENSATE DRAIN WITH P-TRAP. NTS VIBRATION ISOLATOR AS SCHEDULED OR ON DRAWINGS FLEX CONNECTION — SMOKE DETECTORS WHERE REQUIRED 4'-O" MAXIMUM MAXIMUM SAG 1/2" PER FOOT OF SUPPORT SPACING. - 7 FLEXIBLE DUCT NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. DRAIN PAN METAL STRAP 1-1/2' MINIMUM FLEX DUCT SUPPORT NTS CONDENSATE DRAIN DETAIL O/A DAMPER SUPPLY AIR DUCT O/A DUCT _"\� RETURN AIR DUCT FLEX CONNECTION TRANSITION TO PLENUM FULL SIZE OF UNIT INTAKE RETURN AIR DAMPER VIBRATION ISOLATOR UNIT SUPPORT IN DRAIN PAN MASON TYPE "W" OR APPROVED AUXILLARY DRAIN PAN - MINIMUM DEPTH 2". ROUTE AUXIUARY DRAIN PAN DRAIN AS SHOWN ON PLANS. PROVIDE WITH FLOAT SWITCH TO SHUT DOWN UNIT IF WATER LEVEL EXCEEDS 1/2' sl HORIZONTAL AHU DETAIL M-3 NITS YECT1ON NTS RIGID SUPPLY DUCTWORK — 1� M-3 NOTE: INSULATE BACK OF DIFFUSER. CEILING FLEX DUCT MIN. 6'-0" MAX. 8'-0' LENGTH i UTILIZE STAINLESS STEEL WORM DRIVEN CLAMPS AND U.L. APPROVED MASTIC SEALANT FOR ATTACHING FLEXIBLE DUCT TO CLINCH COLLAR. DIFFUSER AND FLEX DUCT DETAIL MINIMUMM 1' OVERLAP TT 1-1/2" FIBERGLASS DUCTBOARD TAPE AND MASTIC PER SMACNA LOW PRESSURE DUCTBOARD STANDARDS. DUC',"IBOARD JOINT DETAIL NTS NTS CAULK ALL RAIN SILL CAULK ALL CLOSED SWIVEL 1 /4" 0 SUP SL STAND- IGE BLADE OP AND BOTTOM) 0 SET SCREW LOCK DUCT DEPTH UP TO 24" DUCT DEPTH 25' TO 36" -OVER 36" DUCT DEPTH USE VOLUME DAMPER ON EACH BRANCH I" I iTh I 1-141114, 3Y OTHERS EEN FRAME FRAME FRAME TO WALL WITH ON BOLTS 12" ON ALL FOUR SIDES —WALL BY OTHERS TYPICAL OUTSIDE LOUVER NTS NTS REVISIONS V w 1 coowo Q1o. W o ,. ?u- �C QUA Q cl* m `� 0 9 QQ ^ m W w d ARCHrMCT SEAL JASON L SMITH, P.E 427 CENTERPOINTE CIR.. SUITE 1525 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE: 07/11/04 PROJECT NO: SCALE SHEET NO: M-3 CD CD 'M 00 _c"l n, o `- w o -1_ w Q J U REVISIONS: H'�Md,Y 4 "J . ; e s s„�'' n'• 0) v 4 � .„, �s 'sS�4Al E IN, i i .,.3', E € � �44 i V s31 i' S S.L...:� #+% � ss, G K POND i mq 3 s" �" POND IN- S 3�j s JH'Y�ie { k'JI.%�,^x::5. ; K.�'T �IH;�' C�!�.3'Xfa'i;/itiix s '�i,�'3.'X�F/l�f!!/k �i7.:'!//4' € ''�. 'AY.Yi, € �`filil.•f8 � 'U.::%%<'r,:�/%i!i/.. S '��'.r.,�rv.;.��4 ''!y. ' i i i 1 i � i '• i( �:. �� �N' /. € ''//dim ( nAU40I.GiY/,� l/h � y/,iY/.Y.N1+kiX�S f 'i%Yl �•.'3trx52 � 5�,a9»:L%:J.'Fb54%: 5 »:'MT%/%:Y43%/. } .%1//!/i:6: /iJ[d:! � - 5-nSaEL?F�Fu 1� SITE PLAN - PLUMBING SCALE. 1 = 200 0 . p our C [=U C"> Co U- Q3 Va:6 �m� ON J 04 m V I ARCHITECT S JASON L SMITH, PS 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE: 07/t1/04 PROJECT NO: ow SCALE: 1' - 200'-W SHEET Na. CAO Cn Co � It O p J J (¢) [Z C!1 F H (n d OC/ ASSOC 47ES! M. Conwft Eroheere Orbndb - Ft Pbres - West PaM Beieh - Ft Myer+ 427 Centerpointe Circle, Suite 1625 Altamonte SprinOs, R 32701 (407) 332-SM Fa1r• (407) 332-7704 www.ocksmociates.com CERTIPA Te OF Avnic Tm o tei ASSOCIATES l 0 r% i 04 PLUMBING SYMBOLS LEGEND SYMBOL DESCRIPTION SAN SOIL PIPE OR WASTE PIPE - - - - - - VENT PIPING COLD WATER PIPING - - HOT WATER PIPING - - - HOT WATER RETURN BALL VALVE IN CEILING SPACE -®--- VALVE IN CAST IRON BOX FCO 0 FLOOR CLEANOUT 0 EXTERIOR 2-WAY CLEANOUT PLUMBING KEYNOTES: �1 4' U.G. SANITARY SEWER WASTE PIPING. REFER TO CIVIL DWGS. FOR CONTINUATION. (INVERT= 44' BELOW GRADE, 75 F.U.) ❑2 1-1/2' U.G. DOMESTIC WATER SERVICE PIPING. REFER TO CIVIL DWGS. FOR CONTINUATION. (35 GPM) ❑3 SHUT-OFF VALVE IN VALVE BOX 41 3' VENT THROUGH ROOF. 51 PRESSURE AND TEMPERATURE RELIEF VALVE DISCHARGE. ROUTE TO OUTSIDE AND TERMINATE 6' ABOVE GRADE WITH AN ELBOW DOWN. REVISIONS: I W U O I=u� � I1C O I � a I F Q W 0 tUL QV� Q m cv 2� Q M CD 0 m tN ARCHITECT SEAL JASON L SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1525 ALTAMONTE SPRINGS FL 32701 FL REG. NO.: P 57743 DATE: 07/11/Q4 PROJECT NO: =2 SCALE: SHEET NO. 3"VTR JI� I 3" I �� 1 y' I • I < i I WC-2 I CIVIL DWGS. FOR CONTINUATION. (INVERT= 44" BELOW GRADE. 75 F.U.) 2�i1 I `♦\�2" �' I♦i' I I `` �. '' cj� 2"wc-2 �,— 2" l�1 WCO I WCO ♦' ds-1- r ♦ �♦ ` 3. 3 3'VTR JIB 1-1/2' /' � ' L_1 �' 2' 30 1 3-� 2" oe .0e ` N. 4-1-1/2" i >70000 Y 3" " i y I♦`` I L� 2��i 1-1/2"—�' ♦ ♦ ��' r ♦ 3" r 3m IWCO ` >♦ 3" 2" � � � ( is-1 r30 Lr000lI L=1 I 1 3" 2" I 3" CD 0 N 3"VTR JIL I 2' �'; y`♦ 3r `♦ ♦ .4' 1,i 1-1/2"—�, /y � 2" ��LK.� 3r EWC-1 � I ♦ I ♦ ♦ ♦ ♦ \ 3"VTR ♦ JI� ♦ I ♦ I ♦ ♦♦♦ 2" I .� ♦ I vy' 4,-3- lii7 q� _ill . ■ ■ ■ m r 2' F— C) w F— CJ �cl,� �o QI0 Wow ZUL .Q V O oW m W U o_ Z o O Q Q m w CID ARCHITECT SEAL JASON L SMITH, P.E. 427 CENTERPOINTE CIR., SUITE 1525 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: PE57743 DATE: 07/11/04 PROJECT NO: =2 SCALE: SHEET NOS 'oJ Jv t/n 0 J Q —j REVISIONS: SHOCK ARRESTOR SCHEDULE TYPE A SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE #100 TYPE B SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE #200 1/2" e , A �-1 /2' A Ep `l' A A /� A A 1 4 1/2» 1/2w A 1/2' 1/2- TRAP PRIMER � ' �� ♦ J 1.�r1/2" PIPING. (TYPICAL) 1/2' 1/2" A 1-1/4' �� ` 3/4" 1/2Z' 1' ` V `` ' _ w` ' i 3 4 WC-2 ?RAP PRIMER 1 f2• � � � � : 3/4w 3/4^� 3 4" 34 _ ' / B / i� r / 1 1 /4 � /i B � . 3/4w S-1 RCP-1 J 1 1/2 ` . - 1-1/4" ' r - 1-1/2' - - /I _ y' 1 3/4" F<< 1" i oo SHUT-OFF VALVE _ 1-1/2" -i IN VALVE BOX , I 1 1/2 EN-1 �EWC_1 BALANCING �i VALVE 1-1/2' U.G. DOMESTIC WATER lit �-1 SERVICE PIPING. REFER TO CIVIL � I . �3 f 4" DWGS. FOR CONTINUATION. (35 GPM) 1-1/2 i 3/4" i 1-1/2" 3/4" �` 3/4* ' ' AA in in 3/40 i / ID— V -- — p rr.n�.—_ _— —— _—� r— J w 3/4 3/4 1/2 --b � WC_ 2 3/4" � 1" 1w � 1• `i WC-2 3/4" -1/2' f Il 1/2' TRAP PRIMER �,.' ` ,�, 1/2" 1/2" TRAP PRIMER A PIPING. (TYPICAL) 1" w 1 /2"-9' L �Wc-i DOMESTIC WATER RISER PLUMBING 1" NTS 1" A 1/2' i 3/4 ` 3/4" •� 1 /2 V - � 1 /2• 1 »�ii� i 3/4" 1 w i I I IMB-1 3/4"Z�� 1=1 1. wc_2 1/2" 3/4w HB-1 U Lu co Q woo �w LJL (� �a0 ILL, N N LL�J m 7• uj■ V cn. O Q m � O Cl < Q Z � Q Q m ARCHITECT SEAL 'ASON L SMITH, P.E 427 CENTERPOINTE CIR., SUITE 1525 ALTAMONTE SPRINGS, FL 32701 FL REG. NO.: P 57743 DATE: 0%/1/04 PROJECT NO: ow SCALE: NM SHEET NO. REVISIONS: PLUMBING FIXTURE SCHEC MARK WC-1 WC-2 L-1 UR-1 E DESCRIPTION WATER CLOSET FLOOR MOUNTED (1) WATER CLOSET FLOOR MOUNTED (1) (3) LAVATORY WALL HUNG (3) URINAL (3) ELE WATE MANUFACTURER AMERICAN STD. AMERICAN STD. AMERICAN STD. AMERICAN STD. LOi MODEL NO. 2333.100 2377.100 0124.024 6501.010 STJ CARRIER - - (2) (2) MANUFACTURER - - - - MODEL NO. - - - - FLUSH VALVE - - - - MANUFACTURER (2) (2) - SLOAN MODEL NO. - - - 186 SUPPLY FITTING - - - - MANUFACTURER - - (2) - MODEL NO. - - - - QUANTITY - - 2 - FAUCET - - - - MANUFACTURER - - AMERICAN STD. _ MODEL NO. - - 2385.404 _ DRAIN - - - - MANUFACTURER _ _ (2) _ MODEL NO. - _ _ _ TRAP - - - - MANUFACTURER - - (2) - MODEL NO. - - - - SPECIAL ITEMS (1) WITH ELONGATED OPEN FRONT SEAT BY OLSONITE LESS COVER. (2) PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. (3) MOUNTING HEIGHT PER LOCAL, STATE HANDICAP CODES. (4) 832-AA HOSE AND BRACKET. (5) 8899-CC MOP HANGER, 1239-BB BUMPER GUARD AND WALL GUARD. (6) WITH VACCUM BREAKER (7) WITH (2) 4.5 KW ELEMENTS RATED ® 208 V/1/60HZ. WIRED FOR NON -SIMULTANEOUS OPERATION. (8) 1/2" TRAP PRIMER CONNEC11ON AND Z-1022 TRAP PRIMER WITH STAINLESS STEEL ACCESS PANEL (9) WITH ADA FOLDING CHAIR MOUNTED PER STATE HANDICAP CODE. 0 r!i N FINI PVC EXTENSION, SAME SIZE AS SEWER METE PAD PVC 2-WAY CLEANOUT EXTERIOR 2-WAY CLEANOUT GLASS LINED STORAGE TANK GALVANIZED SA PAN WITH DRAII ANTI -SIPHON VACUUM BREAKER BALL VALVE (TYP.) WATER THERMAL ASME T&P RELIEF EXPANSION TANK HOT WATER CIRCULATOR UNION (TYP.) �— HOT WATER RETURN COLD WATER SUPPLY HOT WATER SERVICE RELIEF PIPE DISCHARGE OUTSIDE SAFETY PAN DRAIN SCHARGE TO OUTSIDE !" HIGH WELDED STEEL JPPORT STAND PAINTED ) MATCH HEATER ELECTRIC WATER HEATER N.T.S. U uj a: Q rn��s' w0 5 LL aV� m oQ N m W U ARCHITECT SEAL JASON L SMITH, P.E 427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SPRINGS, 1 32701 FL REG. NO.: PE57743 DATE: 07/fl/04 PROJECT NO: 0312 SCALE: NM SHEET NO. P-4 LLr 'o_j ILu cn F- F- �cno G J