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2900 W 1st St Plans Mountain Distibutors Sanford Location
s e tEr! - — NERAeL ?Il Y. e NOTE: STRIPING, TO SE PER MUTCb MANUAL. ems, i` y E: 10 FUTURE ACCESS TO TATE ROAD # 4(o FROM .3 'HIS PROPERTY. a LL t ui o +� V Z 'tn uj W LLL. J .e CC Z > J Z Q 0 Data D E G 1 Scale 1 REVISIONS, BY i-19-93 NERAL REY LE-H Z _... b0 50 40 30 0 b0 SCALE 1 ' = 301 X c,G • • r— r /N QF THE w h k'. SET /. � yo a� r 3��4 S. 00° 13 34 E . 902.88� / RETAINING WALL C SEE bETAIL) �. o°i3'3�'w. 9.90 r as 2 Z5. 82LLI , tit N 00 `g 1 •\ N � � J� ''�, � �� A � ✓.�- � CONTROL 1HU !SE ko- U L TA . a. ILI t > 2$b — : • FLARED y I b- s sy `� `1. _ a.�`�' �• I l-,— — /� n,\ .�\. :. 0: END t= _ ,' ' w� � z¢_ _ - - - - --• f, •�, � � � � oar / \0 ... •.• .. IJvi3 � + uj y b �1• 'l ' 30" RCPui .' i ✓ti1 z j. ?8 a tit ® k Z m / I a Now 1 )5" .R.C.P. LO 0.399. '�ZZ�r t�" f. ✓�� + tit' '�, ' �, 0 CA Z , u rZb 1 , - 1 • - . s �L F F° 3 1 Q0 y ha u. Alp r �1• INLET # 3 R R `' -' Q z GI: TYPE "6" NL \ \ i \ (P' �., GRT. 74115 (n Z Q• INV,tv .22. 7 5 N 1 1' CURB OPENINGS E ERY� �, 1' �. 2Z''22� t Z01 IN THIS AREA TIP10 INLET a# 4 Lit TYPE C INLET J f. GIRT. 26.0 (V y , } I 2 OD �, 01, 61 Ilk A b ,� `� , _ 1 2l•Ib W 4 j �k � �bb5 Q�-_., 27.IG '?66' /(• tib� 310 - .� 3\� g\0 Z Q 11.0 INLET # 2 Z� TYPE B INLET cc 2 ZU.S 2 �a 11�V. U.6 q, le yCi s a W 8 RLP. C3 O.IMo 22.5 FLARED END i 2�9 5 U v SEC710A1 Z ,N . 25.$Z INV. 22.5 e b b . ti. � ...' � tip• Z �, �a . �� a� 3� I i; - ?6 cl`'j ?6 y ?6, b lvlb !1, i \ �� / / ?•% Q Zh(� �� Z�. 2�. .... i /• d N N �f tib. f 8 ti0 ' G U A R-r - u 4 13.0 POLLVION I ', ` 8\ INLET # I oc (; SONRl1CTtLIRE ®0� „ bb �b� / \ TYPE „B" INLET GRT.25.3 a GRT. 2G.4 ,L .,c� .• r 1 - - .• IAtV. 22.76 �,1• o r�1• 1 Z Li. ®V. ZL.O: qb I �b�4� b 1— R.C.P. L OJ FLARED ENE SECTIONI.© r Q W / INV. 23:0 1 Q z0 _ I ,. p� P to ~ INLET # 6 3 I I 1 Z G ��E? / 'L1:° _ TYPE C' }NLET F r, a R.(,.e-��F:44°In INLET #,5 I� a E� GRT:, 25.Z5 0.2 2 I,�a Q Z TYPE C INLET o1� �/ _ INV. 21.2 �b1� GRT. 24.5 A-1 tib�O�yf°1 _ _ ----- - - ----- - - _ - - - P - _ _ _ 1 z - c—ram -- - - _ - -_— _ _ z - - - --- — 6 ------ -- --- - -- --- —�` -- — �P y_ 06 ----- IMV - -zz- ftAREi� END SEEODkt— h e hz_ - -- - - -- -- _ - a3 t� - - -- z<,x I -- ---- --- ----- - --- -_- -- - - _ Z ZR!lEC. NERf 9 rvoT SET> IN T. ,_• i. Z5- - -'— _-- _ RIM :00 Z 2 - Z L )NV. 19.00R$�AvE.vrNr) - _ tk 2 30 ,13(N.QO° 13' 34"W. k3 2�? Zhti Zy� 2y 2 2 Q Z 2 „ e• ly �AsPyAL T v vE/W 1,v7-) 2 (5i G p� -_ -� G � ` PLATTED � OF RAND YARD ROAD � �3 3� 3� m �� 2 ASPHALT t + o y .. •. :: = .- • -: - - 2 0 - - =.• s' CONC. yV.ALK ,•- - ' - 2 GJO "- - - - ORNE ?X No f� '4— W y3 —W k9 --—SHEG� a�ivc—� ^ ►�-_.Py_4 G 9" iy �.Zy - - w W y3 DEC .,19 9 2 2 Zy: Date - 2 wo>-1 _ le 11 Scale 1 3 Q, (•ONG• , OR/VE , ` NOTE : IN5'7'4LC SILT FCNCC ilOR 7TR4W U41-6S NOTE : S—rael j wA-7Ef/e PO/wD M4'5 7"- prawn - - ( LEH i-�[oN6 PROPE/?T,'Y G A6" NEC&57,51 Ry 0E 0UIZ- TO`Pi?C-'!/C/YT 5/LT FROM FLOWING FROM Job Tf-IL- ,SITE + 5�� � ETAIL5 .5146:C T C • � r Sheet A 26 1993 .3, 8 h � Z� 2,10� 2 pt Sheets ; • i a 0 FUEL TANKS= -I 3-10,000 Gal. 3 II EL Z Z 1/2 ° E L 2" PVC 0 SERVICE - 8•.XG X8..7EE 8"VALVE FUEL PUMPS 90° BENd 900BEAD..' I" SERVICE ----- ---- ---�----'- ----- LINE t I \, I `-TYPE o-a ° ° ° 0 —_ B" PVC CONTROL JHOUSE I I I I I lz—__�---Q_--� 1 r" S ERvi cE LINE I TEE I I I I ,I I _ - - - - - - - - - .TYPE O 2 - - -- I i U•G. To DLDG . 1 Z06 V. PAt%(EL13OAR D• 5 -e NOTE 2. m 17 LU v Z 0 a z z W J Z a m I Z-450 ELS ° ° M/� r ry TD P/} ss Un/D�R 4. " PVC F.M. -WAS" WrTH 1,e C1_e,4AZ14NCE 450 t 6HO Iif056 3113 �L.J O N 1A/,4 L L �i. LIFT STATION -- SEE SHEET No. 8 (PRI V/-ATE s-rA-r I ON) WAREHOUSE BUILDING . G ® O U S Z" VLV. " Z" TEE � 1 Z /2° EL 45 0 EL 2" VLV. HYVR N-r DOUBLL CH• K ,4LVC 4 BACK .FLOW P - LATER { 450 EL `—a --a-=- 2" PVC WATER SERVICE RE L0- TE — - 8 "TEE U L -\ -7YPE O-I 6" P YC MA IN — RAND YARD ROAD Lighting Contactors: Lighting contactors, if used shall be electrically All luminaries shall be 'xigh pressure sodium vapor, closed bottom, I ELECTRICAL SPWIFICATIONS held, magnetic type. Coul:acts shall be silver plated and fully rated for photo electric controlled, ballast in head, one 20 amp fuse, t use at 240.volts, 60 liz. Coil voltage shall be 120VAC, 60 Hz, Enclosure 100W/9500 lumens. I CODES: Comply with the 199C, edition of the National Electrical Code shall. NEMA 311 for outdoor useage. ! (NFPA-70) and the County buildingcode enforcement authorities. Acceptable types are: I 'Ilse Lighting Fixttu•e Scitedui.e lists fixtures that are suggested for this t / COORDINATION: The Cont:rncLur shall be r6sponsible for coordination with the project. Fixtures of e1wal ratings and performance may be used upon G.E. C728-N-604 100 W. 9500 Lumen NOTES: electric power utility comlainy include in his bid all costs for approval of'the owner or- hir... authorized representative. installation to the point u1.' connection with the utitlity company. Lamps - HPSV Code: G.E. LU 100 1. Type 0-1 roadway luminaries and poles shall be contractor All safety and disconnect switches shall be comply with UL 98. (NDIA 1 installed. Uti.:Lity company shall feed type 0-1 roadway i'lityelr MATERIALS: All materials shall be new and bear. the Underwriters Label of for indoors - NEMA 3R for o:•tdoors). Fuses shall be cartridge type. Photo Electric C:�laa - Fisher -Pierce #6662 or luminaries from secondary 240 volt overhead distribution Approval. Grounding: Ground the entire electrical system per Article 2�U r of ttie NEC. Amer-Elec #8060 system. Switching of lights shall be by means of integrally mounted photoeletctS cells [dusk to dawn operation]. Wirit,y Below grade conduit shall hs schedule 40 PVC (Gray) direct buried per NEC The lighting systems shall he grounded by means of 5/8" diameter co P[�r Poles shall be 30, concrete, SU for type O- iixtureS 9hQ11 6e undergo°und. Table 3U0-5. clad steel ground rods and approved grounding connectors. 'tlte ground electrode resistance i3halL not exceed 25 ohms, 2. Type Ole parkins 1c!C luminaries and poles shall be contractor All cable shall be co ixv' 'Type 1iiW, Wire connectors or properly. taped P Arms - Aluminum southoru Lighting Mfg, Co. #2AWC-6 or an approved. pp equal. The length sh:t:lj be long enough to installed and connected to 120/208 volt secondary panelboard in the building. Wiring for type 0-2 fixtures shall be solderless pressure connectors shall be utilized foi all splices. Branch Luminaires shall meet the specifications shown on the drawings, Type 0-1 so as place the lam' two P feet from the edge o£ into underground. circuit conductors shall be as shown on the drawing.' (single head) and Type 0-1 (double head)lighting standards shall have 100 avement the p roadway. Boxes in wet locations shall be shall be weatherproof. watt UPS fixtures with fuse protected ballasts. Fixtures shall comply with requirements of the City of Sanford, Florida, and as shown on the drawings. Minimum distance from tho: face of pole to edge of roadway shall be. four 3. Each parking lot pole shall be protected by four six-inch filled Poles shall be Type If. or ill prestressed concrete and shall be capable of feet. Maximum diel:once shall be established by the Public Works Director, steel pipes, seven feet long, buried three feet, with and d withstanding 100 MPII winds ul th gusting to 130 MPII with luminaires concrete paintF yellow. attached. FIRC "DE -PT CoNN&CTIpIV To SPRINKLER SYSTEM 0 l% ° 1251 CIF POL E 4'S ' WN D 22%2' �Z2%Z° &ND ry 2" PVC WATER SERVICE 6 FIRE LINE (PVC) REVi:ilO1±l8 8Y . 1-19-7 . ; Z ENERAL, RI „�.... l E N 60 50 40 30 0 60 w V - a SEE 'S EET 7 A a a a C v > M. Z W V) Z ` Q ® IM PC U. Z Z OG O "" .4" TAPPING SLEEVE u' Z 2 " METER 4 VALVE o . ( ECLAIMED WA-r& Z . U. O r-- W z V (� W 10' UTILITY EASEMEA►T J z �7 O U Z E 6" DOUBLE CHECK VLV. a. LW —MVENTER— uj U L. METER• _ 6 x Tee 2"vAc vc SAC 1CFLOW PRC-VCN-rER � UJ �5°EL Y PP�R PIPE -ro ME-rER AL E TYPE O- �-- 8=x8�c > — — — --(SEE NOTE i;«--OPEN PAVEMENT CUT 1-8" VLV.— — ----- — -- ---- —� EXI57-1N16 HYDRANT �8"TEE I Dace DEC.,1892 ' NOTE: LOCATIOM OF UNKRGROUND UTIL\TIES; IS APPROXIMATE ONLV. OTHERS MAY EXIST. COMTRACTOR MUST COUTACT UTILITY COMPANIES TO LOCATE LINES. NOTE: ALL PVC PIPC MUST 14AVE t4AGNCTIC 1/kPC /a13oVE IT. k` REVISIONS 8Y DIlM Bolroro Jd 20 , f ZO : l Dlrrfi Boll.. : -- �T1 roe Wait Reculr<d f 1 Cis ,Tg' 10' . �1--- •••�`r (' B rP..d or Ur ad Dlfctxis I I l� Oltcn BbcA 1 !pW Sid. Or I/Yef ar Conflrnus Ditches 1 L E H 5-6 GENERAL REV. 1 a r r-r r. r -r .r. a I k f -F SOIL CEMENT G" PORTLANIS CEMENT , 300 PSI I'/2" S-I ASPHALT ...rr..� _,,�,. .�..r-•,,�t ,_,_r•� ,. : �, I'•:• : r;e.. ,;: i SEi710N EE I S-3 ASPHALT CONCRETE W/ FIBER MESH ..w: •J ..r~..1... .{ ,7. , ',' ,. • ei t I - � Expansion Jornl .. I �` • ,r1' •�-- ples-up /I• - Ere Bd1 i I slda S/ppp �Sld. Slop 1E I1E O/r - Q • •' • ' d ,4 A. •r' .i•� . .! Hole Sn lode. 271 j r i I r'.'' a I.- J OO T� ' I I I -r 4 ' 4 Nof-SA/d I A • I • Su rae _ J I \ � l5'OUrJI Paa'nenl 5=57ION FF 2' Sod ! 9 SY I -� 8" 10'/ e !" ',•t s' . TOP VIEW F 7I -z' ;q i/' z' Rat:ed or o<w<JJ<O 9- Idenli lmflw Lefler 8" SUBGRADE COMPACTED �'�`"'� 'r �-.,, (" J. t•' j SODDING, PAVEMENT AND DITCH BLOCK STABILIZED SUI3GRADE t �" �� FOOT L_B NORMAL 95 1# rio IFIED HEAVY DUTY CO)JCRETE TO 95g4 MODIFIED PROCTOR I _' y LAN U „:; �y Ora' 5raxen 1 , I' �, �� 212 # ---- Preloairw, Flw Is D I TYPICAL PAVEMENT SECT I DU S sgcToosr 1►-•�I eecTloN A -A 5..� . e • Id Raised Oi Depressed o ,a ' / •' • r : /denlirrmllon h'unrCer rWT.I i I ! u d' f' z 9' Y 4' J • 8 4' . t l r,? :41 <a. BOTTOM VIEW y i ' II• rz , - I _ •� !' e N C �' 01 C _� i I }rI _ -. I • Wermadlale Burs _/ �-'k -••• ` r I 1 I I l Ref/Cv/foe Opts I{•f }� I N ••• RRT(NT/ON � J. .d ,'. Jr Bear rp ears J PLAN q Carren fi d DRnel--- u' E SECTION �r1-' H i I I ° -a- t 5 a 3+} r IFU 4rr� DETAIL eearrrp ad,----, y fi 1 SECTION CC "'.�.,i:s 9t• miI I fnlermedlate Bpr\ Bmr1 Bar - r4 rRelWl- Bar C J U. F 1 L L TO 26.6 MIN. SECTION AA SECTION BB SECTION DD AROUND POND A'A _SEXIST. GRADE s a • E STEEL GRATE CONTROL ELEV. " 4 L �W C I 2 R �4wc2c LlEy.20.5— ,r PAVEMENT o��vc� TYPE B IULE'T �- o )_ rL O { L N SOh ALL SLOPES TO ELEV. 20.5 m v c Icrs ;1 •. i,•g, ;A 1. Set posts and as sle a4".4'•trench up• I. Staple whelencingty n,epwb. {r V i•r - OA ' g v•- E ° F `// rloPe almig the line viposu: .6 op- Qsiq:: �/,O ELEV. _ 2 41 8' 3rick Or c 5taked and Entrenched Alli-Reinforced c - -- le Or Straw Bale � 6 Reinforced ` v •;A 'N 2 r2�• 3'•4" a��q� Y" v• .. i'�"Cu,crele �- 31-6" Or / / p One Coo '4 9 12' Ctrs. 4'-0' ON. n 3 (:r' Blnditt Wlre 1 CV /` DE T,4 /L q 7 DCC Il•" 11 g - Conr ,acted Soil to 4" I I '•+ TOP VIfW O %l.f- Q `y or Twine I I Both Nays !n CerJer 3 0f c `o `m I 1 III Prevent Piping N T� Concrete Noll g - - - - I I I1 I 3 b e SECTION A -A I i - 3 2 Ln to 21I E- 4 a kllll end cam act the e.cavaled loll. POND I I i 2� J. Ahach the Illter Iabric to the who-lenc• . 8 c P 1 Sediment Laden W j O mvL aS , - H Q ande.rendh intod,eliench. filtered Ru not( •I i-�- Runo(( v� �� _ , r 2 4 _ NL °� " - I#4 Bars 9 9" Ctrs. F /�-a t' '1 F f I �j ti Z (r IIII Both Ways. sfcrroN fII = I _ II - 111 TYPE I ApPro.r, Wei9TYP�l 235 Lbs. o g ALTERNATE A PLAN ForYonbres I _ { lam.,: /' /�✓ .��'�'" f I ` - I l� -- l III — I— LLl = -. z'•9 Bars vs 5 - 3 y�57z - _ I:f111lilll IIr �} _ 2 0" 'i i�u �Tili =�L-�I Iris �;'� 2' 3„ 2-•B ears 1\\ I �lllill T�lh(I III , }y_.}y Aein/ararg dots a 6• CMlers S. Ways EWith \ iir°le o- _ �q L! Yidlle Bo/S $lA✓n G 7' Cenl<rJ. All Ba/s IYIM .�1rw Aaslo'�dord HwAs Cooled Arwo.. 45, Or Embedded �t , E e Boll s (T-' In Acco/da/Ke With the Slab AeWare-ri Detail y \ 'f+ 2• CI' See Index 201 6 f deuelonvlfabrlund '� _ U. ' wlr+.Into Iles lrmeh. _ - S/v.n UMer Opt; Consfrxefim Jalnls, Sheet Na. 3 ar 6, Except Bars Arwod Yonrwfe Openlnq N • U O All Reinforcement No.6 Bars I • No. Be Hooked. ` £.eept 6-'B Bars Step- _ h O O 1 ac ears Sped a 6' C<nfe" Bath Bar �- Bar 5ire Top Diameler L M C N A Fllllrlahr4: ways Except Yid]le Boss Shpvn it _+� - 1 N . 4 3'-6' a 4' l R In m ° 1 - - . �• I - - o T Cenferr. all Bars wllh Act ��-TF J No. 5 6' N m m `� . -I- -' �` #4 Bars O s ld S=��P1il " Wire (� D<Sro+a AUMerlOplfomlox• `J Na.b T I 12" Ctrs. A 2-'B Bars 45', Or Embedded /n A-dawe I IIIWith The Slob Relnrorcement IL ''��I (:i ^III R/W S.R. 4(0 Dansf-lien a,nlJ.Sn TYPE C SECTION � Z -I� _ 1 I lf -• REINFORCEMENT PLAN No. 3 or 6. E-P Arr •B Sots lif7NFORCEAIfNT PLMI 1 CROSS-SECTION OFAVR C)I'IiRLY INSTALLED STRAW BALE aa'6 Bars Ar-d Atonla/e Dpenrrq stnOBe Hooked. Straight Bars 2"X • TYPE C CONSTRVCIION OFASILT F ENCE - ._ • I Reliculine Bars l7�x �• Recoflanended Maximum Pipe Size: Bonds I fx4j• 0'-0" W°11-16" Pipe U, 1 r B' For Y.6.a 4'Oro. �y Approx. Wei hl = Lbs. FILL TO &G M I M . ` /'DOH-1 Aq � �I to' Far 6' a 7• Dlo. I(t; ,1'QW—i Aly 9 3' W°N 24" Pipe AROURb POMb c I - ro' Drarl rnrcxness of r •- ro' n-on II(-rnmMess o/ � SLOPE 5fri,Clure A'orl I I /SINCIVr< wall �. 3•-6'. 10* 06•-0'.7'-0' Did. 3'-l'. 4' U', 6'.0'.7'-00' Ofa.^jI L r-- -- E X15T GRATE SECTION SECTION — ----- 6: I TYPE 7-T (TRAFFIC) (H-20) TYPE 7-IIT INON- TRAFFIC) 23.0 CONTROL ELEV. 6:\ ELEV. 21.0 SOD ALL SLOPES TO ELEV. 21.0 MANHOLE, FRAME COVER TYPE C INLET ELEV. )3.0 L1J C) z � W Z5 d . VARIES PONh SECTION B " B 14' EXISTING ROAD PROPOSED WIDENING �. III/21TVPE S I ASPHALT 161 YARIES1O'MAX. 227 MIN, OVERLAY I%2"S-1 ASPHALT 4f �-"I PAL ;:�-::,:hA.;:.:•,::,':,;:-._f, -v.: I SLOPE: I/a" PER I' I / I Nlllma :D SHOULDER F LOCKABLE _j 1 � 8" LIMESTONE BASE - 98Yo T- I80 - - • -- �.-�>- GATES I N � 3% "CL- �� - "(' L 51 10" STABILIZED SUS BASE -15 # FBV 93% MOD. 3000 PSI CONC, W/ W1RE"MESHO \ O BOTTOM �,' CC I _ q @ l�" CURB- , . _ - gp - 31 OVERLAY TO EXTEN6 FULL LENGTH OF WIEENED PORTION OF RANb YARD ROAD C APPROX. 530 ) SOD ALL -SLOPES r~ �" - -• 3 0. ; - 30 \ � #4 A� 12" --i - 29 RAND YARD ROAD RAND YARD ROAD (1 _ 27 W)DENING DETA1 L \ DITCH MODIFICATION DETAIL 2' IRETAINING _ 26 50' BACKUP CLEARANCE APPROACH PAD DUMPSTEI2 PAD LL WALL--?_ T T I ,�\�� /`�� 25 (o HIGH SCREENIMG t , #�@►�" I N �` -Z3 DUMPSTER PAD H �E- SECTION E -E 2 A W TOP OF SKIMMER 2/o.32 RETAINING WALL DETAILS w PROP, cSTEEL GRATE GRATE 25.3 18" R.C.P 4 (o • I FILL TO 26.6 IIM1IIJ. ¢: � •` ANGLE IRON-1ALUMIN uM SKIMMER Z � tar EXIST. GRADE _.$ZK �TAriE ARIII1I►I� PONE 25.8Z. PEAK STAGE A ��ISTRALE Z3.50 b • 1 - ELEV-�3 0 — 1vOTCH 23.8 SOD ALL SLOPES BOTTOM OF SKIMMER 23.3 TYPE "C" INLET pg 4" ORIFICE INV.72.5 �' CONTROL ELEV. 22.5 z 3 15h 3 co_ olI 43" R.C.P. ANGLE IRON TO ,:'V4 SUPPORT GRATE 0. AIJCNoR Roo, Z REQ'A POUR SECTION C - C POND SECTION D- D PCR bUMPE;R 1• I ;I'✓4 V; Date DEC ,,1992 6" M1N. SKIMMER TO BE FLUSH A WITH WALL WEST, NORTH fi EAST SIDE. Scale N/A 2.�' { CoN7 PROFILE • SECTION sprawn L E H • ooWEL OGLE cat IW POLLUTION CONTROL STRUCTURE n/a!� Z' RCQ' P PER 6UMPER /I / Job j 0 Sheet JAN 2 6 1993 6. 8r WHEEL STOP DETAIL' Of sneec8 LOW HAZARD -DOUBLE CHECK DEVICE SCHEDULE 40 HIGH HAZARD GALVANIZED PIPE -• REDUCED PRESSURE AND FITTINGS. DEVICE UNION UNION CONCRETE METER BOX TO BE SET FLUSH WITH FINISHED GRADE. 41t to 6' 12" to 30" FINISHED ABOVE GRADE CURB GRADE r it 14 CURB STOP FLOW. (LOCKING TYPE) 1 1/2" or 2" METER COPPER LINE CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTE: A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 1 1/2" WATER METER AND - BA CKFLOW PREVENTER SEM. CO 6-90 ' KEEP TO A MINIMUM IF POSSIBLE NOT TO EXCEED PIPE DIAMETER PLUS 2 FEET. 10, 15, LU 02 U. Cn a`t. EXIST. PAVEMENT ' 1 CONTINUOUS LAYER EXIST. BASE COURSE OF LIMEROCK EXIST. COMP. SUB -BASE UNDISTURBED GROUND (TYP.) ALL DISTURBED AREAS TO BE 95% COMPACTION UNDERGROUND UTILITIES R/W EXISTING 3" GAS MAIN -� BACI FILL t 1 / OPEN PAVEMENT CUT DETAIL 08 BY - GATE VALVEST , 12" to 30" r-BY-PASS ABOVE DOUBLE GRAUE CHECK BY-PASS LINE WITH .WATER METER - PROVIDE SUPPORT F01:1 3" AND LARGER. RE!iTRAINEU- - - 1,IFCI.IIINICA Up�Nr 1"'IT'i'INGS dj Pt DOUBLE IN TECTOR CHECK ASSEMBLY ...,._..._ NOTcS f• ALL YIP('.' '- FITTIN66 1180V6 GRAVE` SEM. CO. Oc SFfRLI. 1J(: f'L/iNG6 ENDS• Z• (3y-PA;;s MiFT6R r4556AAOLV IYOT F?604) ON MOr41TUliED FIRC-SPAINKLER Pe0I`-'CTfmh! 5YST1`M6. • MIN. 1" ASPHALT 12" LIMEROCK - 980% COMPACTION WEST BOUNtl LAME P. PDLE I EX)STING TELE. CABLE CI�PROPOSEb (a" FORCE MAIN EXISTING lh" RECLAIMED WATER TYPICAL SECTION SCALE: 1. ALL EDGES SHALL BE SAW -CUT AND SQUARED. 2. THE USE OF 75-100 PSI FLOWABLE AND NON -SHRINKABLE FILL SHALL BE USED AS REQUIRED BY THE PUBLIC WORKS OR UTILITIES DIRECTOR. 2s 24 24 22 20 S 0 MATCH LINE PROPERTY LINE 14" PVC F.M. (C-900 bR-19) SET TOP OF VALVE BOX TO FINISHED GRADE. 24" DIAMETER OR 24° x 24" x 6" CONCRETE COLLAR IN UNPAVED AREAS ONLY. EXTENSION STEM WITH 2' SO. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH. ---- BOX SHALL NOT REST ON VALVE OR PIPE AND SHALL BE CENTERED ON NUT. VALVE (TYPE AS SPECIFIED) *4 BAR ALL AROUND SCREW TYPE ' ADJUSTABLE VALVE BOX WITH CAST IRON COVEf 11 CONr-'RETE SUPPORT NOTES: COVER TO BE MARKED WATEO, SEWER OR N PVy VALVC- 5 5 14ALL NCJ r 8E C.C)C -rc--D i N STREET CUR 65 • VALVE 8k VALVE BOX DETAIL SEM. CO. b-90 EXISTING FI"ISHEO GRADE TYPICAL MANHOLE FRAME Afro COVER 4' MAA. GROV r PREMOLOED PLAST II: 2' COMBINATION VACUUM .� RELEASE VALVE. JOINT FILLER PIPE PLUG ITYP.I 2-PORT WIT14 a THREADED PLUG. 2 NIPPLEFIT `� .� TING9 AND PIPE fOR BRASS. 2' BALL OR i:. A.R.V. SHALL BE PLUG VALVE ---- r CUT OUT FOR fURI ,G 6 MAIN AS REOU IIIEO.---^- ••. !^A 1. .••+'�Y•� 4' I.D. PRECAST , MANHOLE.-� t( I•`•-. (V a, 8 / B'X 16' REINFORCED CONCRETE FOOTING BEDDING ROCK(----�, S TAIt1LES5 STEEL SERVICE SADDLE TYPICAL UETAIL p ROVIDE SUPPOR AS REQUIRED-_- 2' NIPPLE ---�� -"~' GROUT ELL. ' -` '••� { .. ASO• Ell. 2' D. PV OR CS ►ITTINOS AND PIPING FOR A.R.V. SHALL BE BRASS. 2'VIIION 21COIIH STUr-" I)fFSET _ INSTALLATION NOTESI I. FRAME WEIGH[ To BE YIU LBS. 2. COVER WEIGP.r-TU BE 1,10 LEIS. 3. WEIGHT$ TO BE STAMPED ON FRAME AND COVER. 4. COVER TO BE MARKED • SEMINOLE COUNTY_ AIR RELE65E AIR/VACUUM RELEASE DETAILS '- SEM. CO. 2-89 REVISIONS BY BARS A OFFSET (AS REQ'D) SEEENOTE . AFOJ D UA1NL2" < SEE UNDISTURBED SOIL L, CLEARANCE i AREa FOR TEE AREA FOR TRENCH AROUND PIPE.) m LIMITS ` RENC EDGE OF - \ EDGE OF 9' 9 WIDTH CROSSCUT TRENCH s 4 x4■x 1/2" m (TYP.) HRUST BEARING GALVANIZED E -+.- - • ..' ; i�---„i� TIE RODS INCLUDING `� y n ;:�� /r •, '' PLATE (TYP.) WASHERSTS AND �C(6 MW) •' F\c i STEELS �E r i� G \ REINF. SCHEDULE) FITTING K THRUST BLOCK- AREA (SQ. FC) -- - AREA FOR PLUG AREA FOR PLUG y IB■ MECHANICAL JOINT 70NCRETE / CAP OR PLUG i IN. ENCASE TIE . CROSS WITH PLUG TEE WITH PLUG TEE 17HRusT BLOCK RODS IN oa'-d'MIN SEE TRENCH DETAILS 1-1/2, PVC -.�r+3"COVER FOR PIPE BEDDING REQUIREMENTS AREA FOR DEGREE OF BEND AREA FOR 45' u u CONCRETE THRUST ,I ///�/ 4, TYPICAL SECTION DEAD MAN THRUST AND RESTRAINT BLOCK (TYR) BEND UNDISTURBED '.;:. EDGE OF MATERIALS (TYP.) p ''•:• I TRENCH - - I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED ;::.':� (TYP.) MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATEF.IAL AND EXTEND TO UNDISTURBED MATERIAL. WOOD FORM BOARD 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. PUT BOARD IN FRONT BEHIND BELL SHALL OF PLUG BEFORE POURING CONCRETE. JOINTS SHALL NOT BE COVERED BY NOT INTERFERE - THRUST BLOCK. WITH JOINT (TYR) 3• ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS. WYE s 4. THRUST BLOCKS SHALL 8E USED IN COMBINATION, AS REQUIRED, TO SUIT BENDS AREA FOR PLUG sir 4 THE SPECIFIC FITTING ARRANGEMENT. AREA FOR TEE �, / A 5. ALTERNATE DESIGNED RESTRAINING SYSTEMS SHALL BE PROVICED WHERE r , ..::�•,; // \r r\\� �\ • -i •'• � � • � � ' STANDARD THRUST BLOCKING IS NOT SUITABLE, AND/OR SOIL BEARING �i AREA FOR PLUG CAPACITY IS LESS THAN 2,000 P.S.F. OR PIPE IS 16 OR GREATER. AREA FOR PLUG .;. 6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE. { WOOD BLOCKING • .� ALSO TYP. FOR ' ': INDIVIDUAL PLUG _ ;r T THRUST BLOCK AND RESTRAINING SEWER AND WATER MAIN SCHEDULES SHALL .' (TYp) ` % O 9E C;=F. r.c - ':-t:-'JED0N A`-- ==ice- /r#�' '\\.� 1 TO THE FOLLOWING : P!PE TYPE, SC!L 2EAR!NG / h v •� �'� U. INCLUDING BUT NOT LIMITED TTF= DEFT OF -HER, TEST PRESSURE, LAY! ! r '` 4 1 CAPAC,'T'f, SOIL i :1 -1 ' CONDITIONS, SAFETY FACTOR. TEE WITH END PLUG CROSS WITH TWO PLUGS B. ALL WATER LINES WILL BEAR NSF LOGO FOR POTABLE WATER USE. W 9. STEEL REINFORCEMENT FOR "DEAD -MAN" SHALL BE DETERMNED BY ENGINEER. THRUST BLOCK DETAILS SEM. CO.2-69 NOTES: Where practical install full length joints, with W I;n total number: of joints greater than table and 1 1 for the total equivalent length required. i lip SCHEDULE FOR THRUST BLOCK AREAS FITTINGS __ PIPE SIZE (INCHES) 4 6 8 10 90' BEN(SO. F T - 1.3 2.7 46 6. 45 ND Q. 0.7 1.5 2. 3.7 5.3 22 1/2' BEND SQ. FT.) . M 0.8 1.3 I. 2.7 11 i 4 BEN Q. 0.3 0.5 0.7 1.0 1.4 TEE AND PLUG I SQ.- F-TT F3 2.7 4.6 6. 9.7 DESIGN PRESSURE (PS-1) 100 100 100 100 100 Where two or more fittings are together use r- fitting which yields greatest number of 0 restrained ;Joints. Contractor shall submit for review and comment, IY drawings for restrained joint system. Engineer approved ahop drawings to be submitted to the M 0: IA county. CC U. IC1 , Thrust block anti restraining sewer and water main achedulea shall be completed by the Engineer, based on all design considerations NOTE: THRUST BLOCK AREAS COMPUTED ON BASIS OF including but not limited to the following: p t... id LBS.(2,000 MINI PIER SO. FT. SOIL BEARING CAPACITY, pipe type; soil bearing capacity, soil type, Z depth of cover, test pressure, laying conditions, safety factor. 0 i IyL b Y/ L ` b"x4" REDUCES 1-450 ELS G G �3" H.P. GAS MAIN 2- 45 ELS 2- 45° ELS R 2-450ELS 6' PVC F.M. (C-900 DR-18) - _ -� - - - r R.C. P. P. OHW- 4" PLUG qVLV 0 Z N � w z w w NOTES: 1. LOCATIONS OF UNDERGROUND UTILITIES IS APPROXIMATE ONLY. OTHERS MAY EXIST. CONTRACTOR MUST CONTACT UTILITY COMPANIES TO LOCATE LINES. 2. SUPPORT POWER POLES AS NECESSARY. 3" GAS i - iL - �- - R.C. OH W -5 U.G. TELE. CABLES PP - TELE. MH EhGE OF PAVEMENT WEST BOUND LANE _ - I STATE ROAD N0. -4( 3. THE FORCE MAIN WITHIN S.R. 46 RIGHT-OF-WAY SHALL HAVE C)TY-APPROVED MARKIMG TAPE LOCATER TAPE OVER IT. PLA N EXIST. GRADE OVER MAIM M INSTALL AIR RELEAS VALVE AT HIGH POINT. 6" FORCE MAIN W QLU ' Z J 0. W (y j 0 Z w O Z It 114 ° EL G a: Q -j . r - EXISTING 12" ELBOW PPVERIFY LOCATION (n cc 0 -oH W 0 F. M. V LV. U , R.C. VLV. 16'R• C'C� &" ON 12" TAPPING WATER MAIAj SLEEVE � VALVE I Y t!� r IV' FORCE MAIN --�, I W 0 cc W Cn od , SCALE : I" = 30' HORIZ . cc 1"= 3' VERT. W -_ 28 -� 2160 Date DEC.,,1992 5 TELE. C RLES 24 Scale AS SHOWN' Y - �IG" RE LAIMEtt WATER oo O O . Prawn LEH 'X EXIST )2" FORCES MAI 22 Job " PLUG VALVE sheet -r AN 1993 20 7 ' SPECIFICATIONS NON CLOG PUMP SPECIFICATION Part 1 - General 1. 01 Furnish and install two non -clog ppumps to deliver 115 GPM against a total head of 16.7 feet Total Dynamic Head (TDH). Pumps shall be capable of handling animal waste & hair with minimal maintenance. The motor shall be 2 HP, 1750 RPM, VOLT/ 3 PHASE/ 60 HERTZ. The motor shall be an integral part of the pumping unit. Pump discharge size shall be 4 inch. Pump, control system, and FRP (fiber glass. reinforced polyester) wetwall shall be "CBG/LIFT PACT provided and manufactured by C. B. Gerber & Associates, Inc., Cosselberry, Florida. (407) 830-6499 © 1988 CHECK VOLTAGE BEFORE ORDERING. Part 2 - Products 2.01 Pump - Pump shall be of the centrifugal non -clog type Model 3 WHV or equal with an integrally built-in 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, a Motor - shall have two heavy duty ball bearings to support the pump shaft and take radial and thrust loads. Ball bearings shall be designned 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 the temperature of the winding is more than 130 C. 0 This overload will automatically reset when the motor cools to safe operating temperature. On three phase motors overcurrent protection should be provided in the control panel. The common pump -motor shaft shall be of 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.Seal faces shall be carbon and ceramic and lapped to a flatness of one light band. Seal faces of tungsten carbide are optional. Impeller - Shall be cast iron and o'f the 2 vane non -clog enclosed type. Vane 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 to be driven by stainless steel shaft key and impeller 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 be cast iron and have a flanged center line discharge. Discharge flange shall be 4 inch standard with bolt holes 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 302 stainless steel. Power Cables - 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 pump control panel shall control two 2 HP, -�(/ 3 0 / 60 Hz. non clog pumps. The four float control system shall operate on 24 volt service. The enclosure shall be NEMA 3R, minimum 24' high, 24" wide, 8" deep, fabricated from hot dipped galvanized steel, painted gray with provision for padlocking. The backpanel and hinged deadfront shall be constructed of corrosion resistant marine alloy aluminum. All back panel mounted components shall be secured by SS screws from the front side only. No locking devices shall be used on backside of back panel. All bolts, nuts, washers, lock washers, and machine screws shall be stainless steel. The enclosure shall have external mounting feet to allow for wall 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 which shall be attached to the deadfront with stainless steel screws. The following components shall be mounted through the deadfront: 1 Main circuit breaker (if EGR used) 1 Emergency circuit breaker (if EGR used) 2 Two pole pump circuit breakers (1 0), three pole (3 �) 1 Control circuit breaker 1 Convenience receptacle circuit 1 Duplex GFI convenience receptacle GENERATOR 2 Pump run indicator lights RECEPTACLE 2 Hand -off -auto selector switches 2 Manual overload resets The following shall be mounted to the backpanel: 2 NEMA rated pump contactors,. FVNR motor starters. Definite purpose contactors are not acceptable. 2 Ambient compensating overload relays 2 Start capacitors sized to match motor requirements, 1 0. 2 Run capacitors sized to match motor requirements, 1 0. 2 Start relays sized to match motor requirements, 1 0. 1 24 volt control transformer. 1 Strip heater to prevent corrosion due to condensation. 8 Terminals for float connections. 2 Ground lug. The following shall be included: 1. Flasher and alarm horn with silence alarm reset mounted on the outside of the enclosure , 2. Emergency generator receptcle (EGR) if regttired- 3. Lighting arrester. A lighting arrestor shall be mounted on the backpanel and connected to the main line lugs. The lighting arrester shall meet or exceed the requirements of ANSI/IEEE Std. C62.1-1984 section 8.6.1. and 8.7.3. 4. Four float duplex system. The third float shall energize the lag pump. The fourth float shall energize the alarm. SEWAGE FLOW FROM BLDG . UN IT F.U. / UNIT No. OF IIMITS TOTAL F.U. EYEWASH 2 I Z. SINK I 15 15 BRINK FOUNT. 0.5 1 0.5 TANK TOILET'S 4 9 3(0 SHOWERS 2 Z 4 FLK. DRAINS Z I1 22 URINALS 4 I 4 83.5 HORN HORN SILENCE 5. Elapsed time meters. Non-resettable elosped time meters shall be mounted on the deadfront to indicate pump 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. Aluminum slide/latches shall be provided for holding both the wet well and the valve box access doors open when servicing. Slide rails shall be schedule 40 alumimum pipe (thin wall aluminum tubing not acceptable). 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. 2.04 FRP PRODUCTS -The pump wetwell shall be manufactured of fiber glass reinforced polyester (FRP) of diameter and depth as shown on the left station elevation sheet. The basin/wetwell wall thickness shall be adequate for the dept of the tank to maintain structural integrity in the following condition: 1. Soil modulus of 700 psi. 2. Soil density of 120 Ibs/ft3 K3 11 �Rc CBG/LIFT PACtm 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 th.e resin. Fillers and Additives: Fillers of any type shall not be utilized. Additives, such as thixotropic agents, catalysts, promoters, etc., may 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 strick accordance with the manufacture'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 system is intact. The pump controls and pumps shall be checked for mechanical reliability and proper operation. 3. Luschers safety factor. of Z.U. NOTES: Material for the FRP shall be as follows: 1. ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED2" SIZE . Resin: The resins used shall be a commercial grade unsaturated (2-3) FIELD INSTALLED polyester resin. 2. DRAWING IS NOT TO SCALE. KNOCKOUTS FOR ELECTRICAL CONDUITS B o 2 2 1 11 T 41 HEATER s 3 23 41 � r 41 120 VAC FUSE IOOVA 24 VAC ALARM 27 FR4 LAG 30 31 2 • _ _ FRl LEAD 27 32 • FoO - OFF 27 �9 • �0 FRl N CCINTRCL CB GFI N 1 GFI CB "#P20 14utiM P1 18otiM P2 31 32 29 ALARM LIGHT HA M CG ECB MCB MBI MBpp2 B I 4I CIRCUIT BREAKER INTERLOCK PI P2 ELAPSED •••�• TIME AIETFRS SEAL LEAKS O O LIGHTS b O RUN G LIGHTS 0H-O-A0 STARTER RESETS 0 0 GFI 3. ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. LEG 4. PAINT EXPOSED FRP AS REQUIRED BY OWNER/ENGINEER. EL. 31.0 N L1 L2 L3 LI L2�GH J5. F.R.P. INDICATES FIBERGLASS REINFORCED POLYESTER. LA 6. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. * 7. ELECTRICIAN TO RUN TWO/THREE SEPARATE CONDUITS, 2" IN SIZE, EGR c/B MAIN C/P r ONE EACH FOR HIGH & LOW VOLTAGES. * 8. ALUMINUM WIRE SHALL NOT BE USED BETWEEN MAIN METER 5' AND CONTROL PANEL. * 9. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWELL AND INSIDE OF CONTROL PANEL. 10. BOTH WETWELL AND VALVE BOX SHALL BE PROVIDED WITH A MEANS FOR LOCKING. EL. 26.0 C/B c B 11. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. 12. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. 4" INLET FIELD INSTALLED IM 2M 13. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. ELECTRICIAN NOTE NOTES: 1. SCHEMATIC DEPICTS EMERGENCY GENERATOR RECEPTACLE INCLUDED UNLESS SPECIFICALLY DELETED. 2. START/RUN CAPACITORS INCLUDED FOR SINGLE PHASE SERVICE. CIRCUIT BREAKER INTERLOCK r.dkd1.M I r DEAD FRONT LAYOUT "TYPICAL" N/S SUB PANEL LAYOUT "TYPICAL" N/S ENCLOSURE - N.E.M.A. 3R STEEL W/ ALUMINUM DEAD FRONT CONSTRUCTION AND LOCKING HASP DUPLEX PUMP CONTROL PANEL TOTAL FLOW = 83.5 X 25 = 2,088 9Pw1 IF ALL 1N 8 HRS. FLOW = 4.35 9pvn PEAK = 4.35 x 4 = 17.40 yen% PUMP DATA PRIMARY PUMP CAPACITY 175 GPM PRIMARY TDH 16.1 FT SECONDARY PUMP CAPACITY 175 GPM SECONDARY TDH 15.7 FT PEAK INFLUENT FLOW RATE 17.4 GPM PUMP CYCLE TIME MIN. PUMP MANUFACTURER MYERS PUMP MODEL NO. 3WHV R.P.M. 1150 HORSEPOWER 2 ELECTRICAL FULL LOAD F.L.A./PUMP AMP. COMPONENT LEGEND MCB - MAIN CIRCUIT BREAKER PTS - PUMP TERMINAL STRIP ECB - EMERGENCY CIRCUIT BREAKER FIR - CT - FLOAT REGULATOR CONTROL TRANSFORMER MB - MOTOR BREAKER ETM - ELAPSED TIME METER CCB - CONTROL CIRCUIT BREAKER AH - ALARM HORN GFI/CB - DUPLEX RECEPTACLE BREAKER AHS - ALARM HORN SILENCER P1/P2 - PUMP 1/PUMP 2 LA - LIGHTNING ARRESTOR SC START CAPACITOR (1la) EGR - EMER GENERATOR RECEPTACLE _ RC RUN CAPACITOR (10) MS - MOTOR STARTER SR - START RELAY RL - PUMP RUN INDICATORS ST - STARTER TERMINAL OL - OVERLOAD HEATERS PTS - PUMP TERMINAL STRIP HOA - HAND -OFF -AUTOMATIC SELECTOR RD - DISCHARGE RESISTOR GFI - DUPLEX RECEPTACLE GRID - GROUND ALT - PUMP AUTOMATIC ALTERNATOR F - FUSE ' VM/PM - VOLTAGE/PHASE MONITOR R - RELAYS IPTB - INCOMING POWER TERM. BLOCK RTS - REGULATOR TERMINAL STRIP NTB - NEUTRAL TERM. BLOCK N - NEUTRAL CBGLPMY❑ - 4/17/91 ALTERNATE PUMPING SYSTEM: FLY GT CP 308 S, IMPELLER 436, 2 {gyp, 3-PHASE , 8.5' VENT LIFT STATION PLAN 2" PVC VENT W/SCREEN LOCKABLE FRP ACCESS DOOR / 8 COVER CABLE HOLDING BRACKET (S.S. OR FRP) CONTRACTOR INSTALL GROUT 1.5 1 1 SLOPE 7 PVC REDUCER ' 4" _ SCH 80 PVC W Z W FIBERGLASS VALVE BOX C SIZE BY PUMP MFGR.) ( "X "X D) m �, EMERGENCY PUMP OUT G f" W/ QUICK CONNECT CPLG. FIN GRADE a J �. LL Z z v .' . . .. .. .• y . EL. 2" PVC DRAIN ' 0 , ('P-TRAP') PLUG VALVE U. La T"LL CHECK VALVE �q FILL BOX AS NEEDED WITH V� Q 2' MIN. CONCRETE TO PROVIDE PROPER DRAINAGE V. 4" SCH 80 PVC SLIDE RAILS ( 2" SCH 40 AL PIPE) PUMP DISCHARGE WITH SEALING FLANGE CONCRETE GROUT AS REQ' o v BY ENGINEER TO PREVENT. .a FLOTATION YD EL. 22.5 •: j 0 0 0 0 0 0 0 7' bIA., I5" THICK COMC. SLAB v BASE SLAB AS PER SPECIFICATIONS BASIN ANTI -FLOTATION FLANGE # 4 REBAR 18" O.C. LIFT STATION SECTION SS LIF CABLE (001, SWITCH DISCONNECT MODEL ELECTRIC METER CONTROL PANEL (CONTRACTOR LOCATE) ;ENERATOR RECEPTOR CIF REQ.) NO. _ O UNISTRUT (OR EQ.) SEAL OFF (2') 2-3 FEEDER CONDUITS 3/4" HOSE BIBB W/ (C❑NFIRM NO WITH BACKFLOW PREVENTER PUMP SUPPILER.) (WATTS OR EQUIV.) nZ -- WATER LEVEL CONTROL 3/4" GALV RISER -- TO PUMP NO. 1 00 - TO PUMP N0. 2 SLEEVE REQUIREDI 2" GAL. PIPE OR EQUIV. 1 GRADE : j .• :. POSTS N GROUND ROD �TO C❑NC. SLAB 48'Lx12'Wx10'H 7TO SERVICE LOCATION WATER SUPPLY (VERIFY W/P❑WER CO.) ELECTRICAL RISER . TDH COMPUTAT) OM 200' 4" FM 600' (0" FM 1460, it" FM TO GRAVITY SEWER FLOW REQh. FOR 2 FT/SEC IN G" PIPE = )15 9Pm PUMP OFF ELEV. = 23.5 HIGH POINT OF FM = 29 STATIC Hb = 4.5 ' FRICTION 1N 4"FM = 5. (0, FRICTION IN 6" FM = 1.5' FRICTION IN 12" FM = 2.91CASSUMING 815 GPM? STATION LOSSES = 2.2' T n H =1(.7r _ H.L.A. EL. 28.0 Lu i 2ND PUMP ON EL. 26.0 3 V 1 ST PUMP ON EL, 2 5.0 ■ � ® Z PUMPS OFF EL. �3•5 H Z n D Z LEVEL CONTROL DIAGRAM NOTICE _j THESE DRAWINGS AND SPECIFICATI❑NS ARE BEING Q MADE AVAILABLE BY C.B. GERBER & ASS❑CIATES, �..• INC, SPECIFICALLY FOR USE IN PREPARING W C❑NSTRUCTI❑N DRAWINGS, ANY OTHER USE AND/OR M❑DIFICATI❑N OF THIS DRAWING WITH❑UT THE PRI❑R WRITTEN PERMISSI❑N ❑F Z "C,B, GERBER & ASS❑CIATES, INC.' IS PR❑HIBITED, O (01988 i� C. B. Gerber & ASSOCIATES, INC. Pump & Control Specl8tlsts = _ LL FLOATAT)0N COMP.: ASSUME GRODUD WATER ® ELEV. 78.0 FLOATATION = 2.5 x 2.5 X 3.14 x (o2.5 X (o = 1,3S9 # pate D E C 7 9 9 2 1 DIA. CONC. SLAB 15.3 THICK 1,359 # y USE 15" SLAB Scale Prawn L E H L7Job Sheet JAIL 2 6 1993 Of '? Sheets' 05/24/89 0477260 . AUDIT CONTROL N0. 1 LICENSE NO. BATCH NO. FEE AMOUNT CG C000833 11838 $190_00 'CONSTRUCTION INDUSTRY. LICENSING BC POST OFFICE BOX 2 'JACKSONVILLE, FL 32201 ! UGENSEE SIGNAURE 7 WALLET CARD -FOLD HERE STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CERTIFIED GENERAL CONTRACTOR BROWN. T C JR LEE CONSTR CO OF SANFORD HAS PAID THE FEE REQUIRED BY CHAPTER 489 F.S., FOR THE YEAR EXPIRING JUNE 30, 1992 30B MARTINEZ LAR GONZ EZ GOVERNOR SECRETARY, D.P.R. V i lip, ti co O cv 4 N ,y CN N ;C7 0 z -- . a'. > O IT IS CS" label: door 7., u a walls} C labeldOOt 3 /4 hr N.R.: NOT FIR RAM:: E---i 2. Al I", rc� dc�cr frames grids®mbiiea <tq b�aachI�X } A Undo ri. rs Labo ato 6r4fidati.c n. 3t ) AZIAg , i . .. W f. 1/411 .Wire glass- _.f-- /An r%1Afa fslaaa SPAIPE4,.' riM.1l�I - HltleiH7 OFF F=l rl ► 5m rl., or TO Op 4 i"C7 ,, O riG� , .bJ T O T- - { f f� f. P d✓fi 1 -t•` t 6 I P Fc�Ct �t ji, — f r� l 5 P i , 1 _, __ I I __ .. .<. ..: ,II 1. 1I I �, ,�:r L�_!� �- �.' �_I /II .� �,"'t1:III.61!�:I�-I.'�I;-�1. . I;�IIII1I,�I, ; �I. . � .��VtI I � i4.1 1" .; , I�- ,1I,LF,�.I, III I I '�,1. IW,I-,1. 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Pn e, S arts 11 ,- ,.4c the pFpperty of>Tria At,1MSla, gepSgu ozoup, `,.:j.... , •.:: ' . . , . , -, I[nc.,,'lt�,tiejra, ,and aaetg,ia and Iota .6E to k4„f' :. 1 , - ., FOUNDATION.O . ,. „- . , UPla;au' xe ;vSthopt"the;v tteu coneen ana;:., . _:.. _ 'ParmSeelort.'ot .Tho Aklentid Roslgn• dYauP, Rnc...;'..: , 1:. ,ca.1 I girl Sttali . be s tzed . ko+a,.lnc3,,ttali, Iial on undisturbed 'tb m" tact °the •value.:.of ,9,911 to which: .t, bears on,. 1'tre` value e a _ ,. r ne r. v clot .b a t e r 1 e st b e erntLned of -er site i.n eS i a t - , tall d i:, _ Y y. P M P •C It (, L tpNl RtJ UN 7. B k h d the E ont o f Pe a Ptt a t f t e: I F , ,. - ." eri o rttere the R A I A LT.NS CT S u ea, a rm r ectcrsd L N cLS f dura r c . "tlie excavate orrs %ad ntaterxals are . c u ,. d, I. . l.. }3 . , a ': Pour o r e re P l P r i . , S e nc at _around tl er a lt, , t l tr f' f rn ed 2 _ _ r e sir 1 be: tottfied before ar foot r s ar o tar a: nrrt to nt , i e [ .[ter a 1 [ y . ) t 1_eave-o ant, in the toundakton waif l wider ` : pe s. ,, gar ry wa is riot otherwise yhov,n on the dravrtn ,� rovtde for -each 4 thtck . . , _ i7 , ,.:, p. 19 .. 2 ,_ 9 5 .P , .r , ahanttie7lydshad atwidt e .74" + 12" - 88." nPss of wall the fol loilin _ :, 4 r .o t fr en or 2.. No f,c?vtinhail lie piaccd trt water o . r az s 1 ,,, � 2.. The front an l should beset [n the:center-of;.thts_: .: , , - 3 3 1� ;, 1 1/2 x 1J2 x 5/lu fora entnt5 u to g -U .: : opening when the (ourrdattozi Is poured; . P l P or : 0 1 i s stta l be a-mininiuni of i U. , below .1.,; AlI, e..xLer f of r 1 i- 4 x 3 1/2 x a/16 for openings up to 5 -U 3, : P�1ake ttte Pit depth ` franc pit ftoor to top inis :'.' ra'de; ,, I- 5 x 1 l x 5 e 95 " f h g of finished floor. PERI'AA PIT SPECS 3 / /16 For op _n to f up to 6 (l O N • - - 1 - 6 x 3 I/2 r. 5f16 for aperttrtgs up to 8 -0 0 4.:PoUr the (t f oor 8 wider than the finished it „ i. s P I d P 4. lili faat.trt S' kr� wa s shall be. 2h4nui(nornlnal} with .bevf Ied (1 Made of. t2 u e steel With'a W16 back and Y width and 3 longer than the fintshed_tength Inelud< ! 9, a9 o ` w s oteId . , front angle. .; - f r 6„ a r 1 i , r ; Sides unless tier i e n IngthefoUndat(onwall. 9 . , o, vr.11s poi de tke following. • 1 (2) Sides are relnforced with a vertical 1 '. x 1 ang e , Set u P rma Pit'1tile:side will I t to fh. back '. r, e 1 vertical to 2 horl;zontal / , 4. �. kootxrt S sha.tl be Stepp d in themlddieand'averkical2 x3 x318 anpte Z 3 1/Z x 2 I/Z x I/4L for openirys Up ta. 0 ' " y rnetnber which has two holes an each,aida'bE it: with -a nt x rnum of 2. 0 vertical where elevation chances ateachend. 2 - 4 x 2 1 Z x 1 4L for o eriin s u to 8 -0 a r l rho 3 an' to wtlFbe at t}te top on,altthree members / / P 9 P . o i w's noted. . e .. ep where tt er . e and to, he outside of the it. The side rnembers . (3) 8ackisralnforceduitha 1 x 1 vertical angle, .. P L, „ Lint`l h 1 e r n a } s 8 c i f as nr nin rf u h b r.tn must be placed flush with the lace of the fcundation 4 Ba bolts to ether with the sf es with A - 3(8 ° x i e s s a I b a o t ea t a t ea _h s de o na q y a pe gs , v tare s c ea 9 NC R1;'lE N.o' ESr watt, . ' : cannot .tie rovitfed' attach s coral to ad'acent structure{ su art ar hen €coin shave; (Q .. bolts. P Q y J a GP S 9 . :, For 'lintels over 8 Q lort rovide ,lff x 17 / Exterior lintels t be: anted or _ Q. Make sure the Pernta Ptt (s:square. Ri! , a 2 -x,ct 5 Concrete anchors,i/2 x B are attached on all 9: P st o P v tk . 1. Concrete, shall. attain a.ntinimunt ultimate compressi a bace-,at f tie Per aPit also at alvantzed as er s ecifications. . [ , t . ^ pot m aidesat the op anptes. 9 P P s tretig,th at 2F} dayp .as f of lows . Vie frimittop: NaiI siorna 2 x 4 cleats to the, floor f e to S eci f 'cations for areas to be ai r�-entralned' con- of the pit, at the botkgrrt of the Parma Plt. (you can (6) Painted with i coat of prime paint on ane side: 2ef r p z -N Irate . also drill hates in the bottoin flange, and nail'tills to c - the pit Moor.} , , i ootirtc} 3, UUO Psi Exteric?r Foundation Walls and Piers 3,OOU psi �- -- -^-r - F4air entrained) .4 -----1.. -- i tc N c� v in crr ra - r Interior rdal is and Piers 3, 000 p51 ° % c .. c• Q S 1 t. TOP viE'N: +%rI irr/s i Supported alab 3,U U p . &labs err Glade (see crcite below} 4 , OOU-5, SUU psi _ -�_. _ r I, . FRONT VIEW r ' , ,,r, `l. Al1..reinforc,in:y :shall be detailed in accordance with ACI A r Qdde 310 and AC i 315 , ou. a , _ _ �, - - sia vlEw . 34 All conicrete work shall be In accordance with .ACI' Code 301. ouAR _ . r w ' llet_ steel o, T $ }. All reantorc1,rt9 shall be fabricated from ne b� lasts eonfoXrnirtc to specifications for billet steel hart, for .' h o Y7"elopv'topn G oc�_�} , 3 ,. _t f.oncrete=reinfrreentent ASitf.432 deformations conforming to ft 'r,;� 1 , yrva,a Z-0 AS'iM:.A 3U5:. aa•rr' .. _. _. ._:. r-0 N i. O 5. wetd6d, wits fa ric'.$t[al1 Cprtfvr[n t0 sPeclficatLO[ts or. PleoseCheckWhetherLeveterisMachwiical w ' ledt aLee1 wi� '.;,fak?ric :f.or concrete: relrtforcenient ASTM-41k5 �, rj ��� `` - t [ydraulte Q ari?,i, Sha.l l be '1abt:iCat ed and `.Placed In accordance wi t,h the ''_• T�T�''"- � 7. gtelfi''w.l.xe trtsitu-t;P. ` { C �---- 6:. A,t.t', relnforcenlgrtt-, sbail be' lapped 3.0 diameters: i'-0" mint- r �'I mu[ i,. =# t:QNCREaI E COVER: \ r . , _ : ~ �% .. r -_.fin. _Z", _l _ .0 _ - l: ' a o t 1 ri S 3 `"`- �_ _- t ," - - g r. t'l:cr. .:,'nd wFl ts, tturrad rrcetirrHt l'ortg5 zind brtckCil.lcrl -2° ,� - _ _„��� .t. iI ? 1 1 g . 'e . Y'IerS'and wails exposed to weather 1 1/2 ,.� `-Fw.. G,_, '`"--_. ._ , ( �.,,r Q. . _, ` Slab, tin grade -2" . `*- - _ T D Q ' . 1\1 I _Jv, MAS,Q0AY NOTES '-�' _ I _! �� . ( rm . �_�__,_ ,.. �, f ..., ✓ . , '__. _ _. ,h l tl O n ' : F ,. rn" c _ i' c . ..-- <- l<. +concrete rnasorrry rtn [ t; shall f on.form to ,,tcrndatrd ,�E,r,t, t f if,a - oar Yl4kW n: tla$tFUE 1t3t1 y. . -e-;--- �;.,:) , S• tlof►s : for Ilol tow i.,oad'': bearinU 4;ortcroLo Masonry Units (ASTM r `t c° e-90 r16'f•} , f ."t,�nrl; oQ" ps'r. betore-0-0MA.01 !, at:taOO 1 . . J [ ` _ ': C1 In Z.`.,- Mortar' and cJrout ,shalt confortn t.o Standard spriacifications for, Mortar aridta;[crut for Reinforced f.tasorrry (AS'L'M C47G-G3-} 4n acid Sl"tall be type . S'. .. . t .0„� Q - . >» .. u, 3'. The Prefori, (trotrtim 'tnr�t`frgd she{ t, l)fa In tretcjiits of lest;. .� .��✓ f .* ,,, ,. than -,I, f:eet, .'Hrltt;. ct_C1 crou`t pudctled.or Vibrated lrt placra. a< ... m f ttre '^co[rtraetor chooses hi h . croutinc , observ'ation parts 1.,, f P T9��}t� � i t f lt«�" r it rot 17e-^ ,+ f, at �y J h i^ g ) 4 sha'lit be provided .at the- ;ba� f of t e k ft.- '(" ,+�}^ �;°�' ;' }. Reictfearefncl steel 'shall be Secured in place artd instiectect} Ire ,� } befo 0 grcitit3.,rig.st;art: . or 'r U?I)r t � �� f ll tl..,,--' �! � f �'l�I I__.l�` i ¢! �y �`' (" y1 ! `tom 5. Mot,ar dratipirt�3s, 3hfiul�l be kept out of the grant s,ac,e, !`f ✓ • 161 'vertical ce-11, openings contairring reinfurceuient, shall be solidly killed with,grout and cloths shall be stopped one and . one calf i nc hes "below lire t:up of a course to forrrr a key at Pourjvlrats' s ,,t. r ,N r c a 1' fir` rt .7`r -_ 3 sx 2 k t o �{ S ''q,� rdd^ v vet. tl 'tra al is runent to r 7. Vertical cells to ire filled shall ha e c g ! i z, ' v t; �"`g �x of trot less �[-. ,r'1t''j ,7e i i a7 s < ~ ma InPill a -continuous unobstructed cell area / 3 rlra[t "X3' a . f{C.1 s r� t K l bolts tinctrars talc . inserted iri cite wall shall diesolid - `' r : E•" * t1 1 .;A ,�-r c 8 Alr r -_1 yra tali in f,taco; r a !"f•i�x, I' ," 9. f3ciird bearits shal-I be as located on drawings and also at j '� }�.• �._ perirtieter Intersections of (](or anct roof Levels. ; n , , • m . CVf1CttE'1`1~ FhOOttS ''HVrE au" c I. Warehouse area concrr�te floors will be designed for a 650 -y 1 i t 1'b/af..104rl ' rloora will. ,brq E,lac:od aalncg 4rUQ(1 to l3r�SUU 'Itr�i 1 _ t , corrcxete rtJ x, I, 'I anix 14 ,1 special . nd x desirgriect by 1lorman I '; QI � e 11 I I- t�----- hI4 :r 1[.1 h ercentace '7f 1- 1 . _��-� '_.��1, [.I,,�I - 1-I , ,_. ,-_��-,--0 � l_ /.1I .F'. " .I,II :�,--. � J�. . , I-, b,I-,�.L .,,� ,_t:, ,F- I _jI 0,Ii-, 1,IEI , %� . . � " I -1- -�'_�I , .:-.1_,-�Ii4I II� 1�_*I�:. �- ._ , ,I , ... ..II".I".I� . �I?. . ,. ,?" .'-�, `;.. ,1-��,- L, .7.,1��/�, II ,,. ,.I:r,,,� m.,I.I I�I1;". ,1:I. I1�:7�Ii� .;-"':. I�;'' ,I� Y,'iI,�- I,,. . � �.tEI , '1.,,� �,-.- f?r,otze •'festJ:rtc3 LaboreaLnrie I,ont:ainncl g p } acgyregate• for wear resistance, and [ninin,um clt[sl;L}rtl. Colicrote . ' t �� &;rr will cant611%, apl roximately 1,900 pottrids of fractured stune I i p -I-t " I ���I - I I I IIF,._�.I___.1/I�I ��� I : -, ,I ��� ,I�,1;II�-, . �- -I _I .1, _'1 Per yaf'd, `arid,, .t, 2U4 pounds" of sand . `Ph1S, concrete mix ,is I '[ 'i I ( f 04 �i.':t�j oesirrted .r ,oqc, alIy for h 911 load .ft"oc�rs and htaKlmant woar . <? ' rasitance.. ,' ;,t1 ' ,. - _ . . _ ,, 1 - r -. .., 11 a rer eta w111 Piave > ractured f races, . ideally three, so . f : . 1 2 . Jc1 J t as, to: fv -, .1 trap rock pattern a0d result in a suitable ' . `I I 1-•. etc krvnd'`k,etweert lzatrfrls ni aggreyato_ will be 3f4 1 1 e G. �}-� ayyre.l I �-f-i6..•�' , I t t - �Gr41r w6mioa stu„h,e a,}t`sj ti hlyh ,percentage of stone Ciycgreegctte in ��tt . t s then fi;€�o>~ s l^ll:'result In a "crack resLstant superior wearincj t i I__- (C G H15W st, ja.6e ,,and, general floor strength also elltilitatir :typical I Q' dust eor't�i)ions 1 r f "�''- , : ? i I • 3. Seal concrete floor with 2 c.oats of. sealer,: (Cs 309 or t I f i I: le, a l:) L Q `� tp b , T G p 0 r•- b e, le x d" Cl 501. P 4` 4U' t;Utti-1,,1(/ 4 - % 5-�% `'ter+ ° 3 G � - �.. ,cots-�; . - .. ^ k •�.. ,GENERA1,7 •FQUf3AAr,rJQN •H0TES L-, . ` , , 11 I .I Floor Siab`to be at assumed elevatl.on of IUQ•_U, V, i _ev11. fl, ' a ]. dill man. tifacturfr` s agcftor kiol,t plan for actual 'q , ee.. metal-hutii 5 b > .J „ . ': - - e ..- ..;.... n,.. 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