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Home My WebLink AboutPlansCITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS MAY 2008 tTeer AT T laiTrm EST mu OT NE WTH:ST m Q, z N Z J J 0 MTH S� T U A NNY . ATI- AS I�io1K =�' OR > a PT N Z J J 0 Ayvirw an U PRO EA LOCATION MAP SECTION 11, TWP. 52 S, RNG. 42 E SCALE 1 "= 1,000 N 0 Engineers Surveyors Planners 1800 Eller Drive Suite 600 Fort Lauderdale, Florida 33316 954.921.7781 954.921.8807 fax Certificate of Authorization 514 MAYOR: VICE MAYOR: COMMISSIONER: COMMISSIONER: COMMISSIONER: CITY MANAGER: NORMAN S. EDELCUP LEWIS J. THALR ROSLYN BREZIN GERRY GOODMAN GEORGE "BUD" SCHOLL JOHN SZERLAG PRELIMINARY NOT FOR CONSTRUCTION M3 0) � w 0 M O U U I rn U 00 ,I- L 0 O O Z LLJ J O I I- W n 0 OC a a v SET 9 FOR BIDDING PURPOSES ONLY CGA PROJECT No.: 05 -4893 FILE No.: 054893— C— COVER.dwg &W K STEjGER l \ \ \ F MACK &w Gw 27S AT T HRYN JpN / \ CHA S �NTj AVEES 1 MACK A�I.ANA \C ASE -� a° / q � M 211 Flog BRICK G S i.T DRIVE \ ae dyer �' uet CoY \ \ - W 0) \ V V VII QD e _ �ero< Gay ro< Royal Ro �:r � W �G + Palm Yol r dp OV UiV 11111111110 or al 3 P ca opD kX diiiiiiiiiiii O dop 41p + dop O \ r1 "� a- \ peke •\�J�+ aL �. ,y.,k �.�� Y` .0 <a � °��(C b / �;�/ 0�e X05 `o\e X.,e G' + v Q° -40 el c x r lko �° GRAPHIC SCALE w\ �oaK 20 0 10 20 40 80 ti k P�� . - G� Qoe ��.-- > � fix. �o*��( IN FEET _ +a�� SCALE: 1"=20' eQ" cod' \, f rx�\ • \' + a?' GwI fie� , $et >, ..• � k!\ ., , � Q \I \� 3 a_. S. Q 5 � - h ti \ \ o`•C ' R im tc h E 1.= E y a - J pO y at R1\ \ \ A L . � i Y 1 � " ° 1:n ' a n \ P ` a +�� ,y "` �. y , 418 \ p . i+ N 'C° c a +` . � �D�' ' a - ? k ' G � �'' �r xY � h' '� •;C „` 0 iR \^ .\ ' .K \ �C r \ � R ` E i� ., k\ G k' ° '- y 4 \ �- ! � CRX,. a# y - � ' g, o �� \ ' \ . .`, k ^�, K ' \ \ ! k\ ;y' -"'\ ! C � ' �4 y ” f c 'k x \ r t X \ � .\ ' ' K ,•{ ' r \ \ ! \ .X K ' � / � r X t ! r'\ Y s \ ` . ,e. - a G h ,, x b j ^> ,,\ ' � T /� , ,,XX '. � , ^ •r kk. ' ,t-\: y` \- y� ' \ t . X - \ .j."' %\ � y \ D � \ �. ' \ �r\ / \ \ ✓ k1,` , mac • C , ...� + j ' ' ` Guy Wire/Anchor Or ALAN AMIEL &W ADRIANA 307 ATLA NTIC AVE rain Hp1e Bosin Yard Storm M ' " VNMK + bo e 3.7 Pow N ) 12 C MP m 5 N I 5 °�`tR0 Royal �: E 2.7 Inv. � E1.�3 (S� Royal a -�16 "R o y I fa� y °y a ° ( V I In R\� E / - i G \ 17 Royal v P° n Palm Palm h y(. )1 Poinciana Control /"� % In • 23 ho + Royal dip � � YITSHAK HORESH Irrig. Control unknown UEZ P alm o�co nu CO NCR 0 Unknow n + ( 5 ) _ 4 Bo ttl a 311 ATLANTIC AVE + + 5 A X Br ush l y Cu, — valv A ssem i \NF E id P c \e + p d WM � 1 • vim d, U nkno P \m R °y of a + m cla a \m 0" AGa ( 3 ) 6" R obellini � 1 w� Pal M '• � ' J 0P jmft 16a ' - \ \' + '� `,rte`\ J( 1 �c \ •\' M 1 ,T" .'C n.�" \ \ ; Y'' Y \ /� Y ` �i . ✓' 11 ET 5 Manila J k aV - .box p if�pilb ,� � , ,• ,,� - � \: a, r,,. G .� \ \ . < �,, \�� \•. a e Pine "rm y, \ �- • � ~. w� Solitaire Polm W Coin Palm G 4° Manila \t+ R ''i + Cabbage 4z ca J ti 0 �•�'� �" ,e!�.t . ,�• �\ _.� . Check valve 9 " x � + <�, � � .k� a,, -- ., / WP / r t ° g w \ P /TeI /LP +� i �. k WPP Tel /L Juste a� P Im Im °a �= —Arian �a 9 �,� \ `� � _ _ r � o,�'t` / Acacia J G ueen ,. ,,. r,•� DRIVE +•!- °W P /TeI LP 1 -+ ti TeI /L rn RICK DRIVE 11 Cabbage + Pal » " Manila �, MLP + a� o \µ' " Ficus 7" Ficus + ` ej lu ON C E a 3 I M 9" Ficus 1 + w 5 r c '° DRIVE to o G palm a~ �i "� d FiCUS n• d 1 r t a a. P. • ¢ a Arbor \ r - + a ey DRIVE o c. \ - F 11110 UA �� 4 4 °jillinl �. • �. „ Queen) 9„ Queen "JAI <;i_E + b 3" Arb + + _ + Ficus o k' + nch r h (l) 14 Royal m 5' Gumbo 3" Arbor Link + - ``b,' 2 ,. ^ Palm Pal A a h' 1 • + �' ' Palm Gravel C - x ROBERTO VERDE &W NEIDA SUAREZ Limbo THOMgS 11" Fiaus Yhairi ence !` �.., DRIVE a n� I GREGORY KORCHMAR 288 ATLANTIC AVE 282 t SE, 10" Fiaus Chain Link A J ' '� +� ROLANDO BALDOMERO &W AURORA 294 ATLANTIC AVE gT�gNTjC AVf I "Ficus Fence JpHN �MpNI 4 +�1 PP ERNES • ACOSTA TRUSTEE I 296 ATLANTIC AVE I fCTOR pRTIZ I 274 AT�INTI Cq & �"' o- Catch Basin Yard Droin l �% 300 ATLAI,NTIC AVE I I C f M� a':' RE�/4 HfCTpR &W LIND qV EL =3.94' NW 12„ CMP I I Inv. EI. =2.43 (,) I I & H�MBERTp C q & t I I Bottom El. 2.40 I I ORTIZ Se tic MH GEMMA ARENCIBIA REV INT TRUST Rim EI. =7.21' ERIC ARENCIBIA REV INT TRUST I I 306 ATLANTIC AVE I I I I Septic MH I I I Rirn EL =7.1S' I I I I I CALL 46 HOURS BEFORE YOU DIG IN FLORIDA' I I I I I I !PS THE LAW! I � �- soo- asz -sno I f SUNSHINE STATE ONE CALL OF FLORIDA, INC. I I � APPROVED RONNIE S. NAVAR , P.E. SCALE SHEET _� ____ ___— ____— ___________.____ _- ___.___._____ —_.__ ._ -_.___ ___.___ DESIGNED RSN C" ' &w it s I'. CITY O F SUNNY ISLES BEACH I• L FLORIDA REGISTRATION No. 67642 " ' - — -- - - GATE 02/2006 ! i I - 1. — 2 0 t --------------- - - - - -- ------ - - - - -- -- - - - -f- - ® E�Iea Planners DEMOLITION PLAN __ __.._ !; � �� I� is - -- ----------- - - - - -- ---- - - - - -� - - - -- - -- - -- ----- - - - - -- - -_ ___. _._.__ ATLANTIC ISLES ROADWAY ;i i� I -- ' PROJECT No -- - - - - -- _ -- - Fort Lauderdale, Floridag 33316 t -- ! I DATE 02/2006 �L — +- _ ._ - - - - -- -- - - - - -- - - - -- - -- -- - _ _ -— -- - - - -- ___.__ _- r cAD 0 489 3 i l { I -- _ -: -�1 C2 CHECKED J.M. 6 Phone: 954.921.7781 Fax 954.921.8807 AND UTILITY IMPROVEMENTS ! i' 3- 4197- C2oo- C205- STRM -PL NO GATE REVISION BY NO DATE REVISION By DATE 02/2006 Certifioat• of Authorization 614 DATE OF a) W !` N cc 49 Grov r \ M i� + 1�_ p • P°lrn a o V + E � p � Royal (�j` +° Palm + + �� + ° _ \ Ben ° Robel i i y �C a i 6 + Palm+ {> o80X~ � �. Cut on SeoNl ° +a• , a,�� Northwest Side of I lb \� ` . a` b� - LEGEND: EXISTING WATER VALVE l� V K EXISTING FIRE HYDRANT EXISTING MANHOLE -- j L__J EXISTING CATCH BASIN EXISTING POLE ANCHOR cP EXISTING CONC. POLE EHH EXISTING ELEC. BOX /ELEC. HANDHOLE / " EXISTING LIGHT POLE "''LP WPP EXISTING WOOD POWER POLE " / T.O.B. TOP OF BANK / E.O.W. EDGE OF WATER PAVEMENT DEMOLITION UTILITY DEMOLITION / (TO BE REMOVED) / / / / / / 1 �,• k qL / ° ♦ Ado, Ao O /y0/ \. 2 NOTE: 1. ALL PIPES NOT REMOVED DURING DEMOLITION SHALL BE GROUTED IN PLACE. 2. ALL STRUCTURES NOT REMOVED DURING DEMOLITION SHALL BE 4.0' BELOW THE FINISHED GRADE, FILLED WITH SAND AFTER BREAKING THE BOTTOMS GRAPHIC SCALE ` ( IN FEET ) SCALE: 1 " =20' o * T �F / ° G/j/ , �� / ' a . rl' ' F \ A e Ve / -q ) / 1 ° °� o /oos� /b / ART /N v' f� / ' 04X / O / .. ,yam "rr \•r K `\ y ATE M N ti 1 AkF / F 0l0 1 �n 41 h i ' ` b �pA l /�r�� N,% • , ° a`� Tlq � niC RvST D / HKIUK ° - 20" Royal Royal 16 Royal )kj F 18 Palm � Royal ��" Royal Palmy g °palm .�:... ..►�� ?Q a C ,\ \ `k \: ti Miss�� a FFS 1 a RO + lm + ��. \, c ANN I" ROY a (�)GonkrCl + o1m .... '�,�" �Riy h� o<� �� 2 Orchid \' F + �' ralm y ++'ii' Gu Wire /Ancho r „ Y uisache Q - ' - " "� ��, i� �??f�0\ \ -"� a' F M +"'� 2 H 2' Huisache + ;< \. V` , �'/ + / 24/ �/��, / Electric v °'» known w ° �,� a: a 1g•• Control 2,r Unknown Rack ° �°' 2 unknown ,� + 1 X� Irng• sembly a° ti r, Huiache ,CFO Drain {. S \ ♦ O /n7 CO p AT "NTj GARM/ Valve As WM } �.11 2 + f, h., , , , b, ,� a 1. i1 ^ h' Guide Pol l _ I ' Irec i• � A . " 1 � i i o i a 4� \ x A i % " •' i r' ' .i X i i i /� box Post 4 Acacia .F •< %< ;� . ,tvloilbox v X + � /�f a / - " �✓ + v �- p el�� .� - -+ �w/y x'' 10 abbage is + P/ RICK "WPP Tel LP Pal X a � a° ' ,� � � '� � SDho /t ----- g Acac + a Water RIVE / / a �R + Meter I o RI BRItK a°' X� ` /trf ti h. rt 7„ Flcus Arbor ,- + + _ ;" �, DRIVE WPP /Tel /LP � � � „ v� Yom►- 4, I ab 1 w. / X 11 • h CONCRETE Way Ficus ,� Chain Link fence _ _ _ a Un x' F ices „ — - ARIE STIGER Catch Basin(Yard Drain ` �5 Ficus + + + ,, r •' I &W JUDITH I HEDITO IN I Rim EL =3.67' wM { �`' F° i ee/ did JOHN LAMONI I DANIEL IGLESIAS C., ' Inv. EI. =0.67 (E) 15" RCP i•=a t `'°' x Chain Link CA &MARY LAMONICA 262 ATLANTIC AVE �. hG • 3,3,4" ll y ," 270 ATLANTIC AVE I I KIRSTEN I BAIER PA I Bottom EI. Solitaire -,- Fence I 274 ATLANTIC AVE I + ' ( —)1.52 3" �olitair Palm � >;F,�_ -. �� 260 ATLANTIC AVE y " h Ibo Pal CONC E E M ♦ _ _, Post x v R ORTIZ &W LINDA & I I I I HEDIITO INC., a Wall - t + ,�, ;� • HEDITO INC., % KIRSTEN I BAIER PA ,\ ' U' e a 'h j TOR M I I I I % KIRSTEN I BAIER PA I 250 ATLANTIC AVE N �, °nwo i MBERTO C ORTIZ I Catch Basln Y E ARM � °Q' CO 256 ATLANTIC AVE (ar Drain) ti 2¢4 AAN s ED- I I Rim EI. =3.67 - ( TZgNT1 F4CU'o T /- obbage 4" V I Inv. EI. =0.67' (E 15" RCP A R ; Palm ' Bottom El. (—)112' (/£ V V 4f I I } - DESIGNED RSN C � dip aI . ' �I APPROVED RONNIE S. NAVARRO. P.E. SCALE — II SHEET ! CITY OF SUNNY ISLES BEACH, FL FLORIDA REGISTRATION No. 67642 1 — 20' �! LDATE -- 02 /loos IF= DRAWN RSN • 18 rive i DEMOLITION PLAN r _. -_ _ I' PROJECT No - - - -- f _ _ _ _ _ _ _ -- - - - -- - -- - ------------ - - - - -- ---- - -. - -- _ -- - ---- - - - - -- --------- - - - - -- - -- - - - - -- - - -- — - 1 DATE - — 02/2006 Fort Lauderdale, Florida 33316 I � ATLANTIC ISLES ROADWAY A D W A Y ! H - 0 5 - 489 3 1 3 __ ---- - - - -__ - -- - ____ -- - - - -- - - -- _� ___ _ - - - -- __ __ _- CHECKED J.M. R Phone: 954.921.7781 Fax 954.921.88D7 AND UTILITY IMPROVEMENTS ; I L CAD FILE T 41 7 - - TRM P NO DATE REVISION BY NO DATE REVISION 8Y DATE 02/2006 Certificate of Authorization 614 DATE 3 9 C200 C205 S L OF D i NO 0 so — / 1 / I / ANDRES G RODRIGU - / &W LISSETTE RODRIGUEZ i p AZ NDO BAZAIL ' 235 ATLANTIC AVE ROLA &W SARAH BARBER / MISSING ! 231 ATLANTIC AVE Quee n D R I \/E I Palm +6`? Ground Light yp) c ephone ( / � T ler +11P 1 h,. h k� +�� _ 'Fan 16 GASPAR VAZQUEZ +hpI CARMEN SAIA + &W, PISAWAS P CHETIRKIN &W CECILIA (TR) +� 234 ATLANTIC AVE I 230 ATLANTIC AVE i I I 1 I I I I i I i I I I 1 I I I I c 'I LEGEND: a. n EXISTING WATER VALVE an} EXISTING FIRE HYDRANT ;?; EXISTING MANHOLE Septic MH � i id 44 V EXISTING CONC. POLE j — EXISTING ELEC. BOX /ELEC. HANDHOLE I ;LOATE 02/2006 r I I :" j j�W NO I — - -- DATE - - -- — - - -- - - - - - - - -- - -- -- - REVISION C W 44 PAVEMENT DEMOLITION f UTILITY DEMOLITION F� (TO BE REMOVED) NO 0 so — / 1 / I / ANDRES G RODRIGU - / &W LISSETTE RODRIGUEZ i p AZ NDO BAZAIL ' 235 ATLANTIC AVE ROLA &W SARAH BARBER / MISSING ! 231 ATLANTIC AVE Quee n D R I \/E I Palm +6`? Ground Light yp) c ephone ( / � T ler +11P 1 h,. h k� +�� _ 'Fan 16 GASPAR VAZQUEZ +hpI CARMEN SAIA + &W, PISAWAS P CHETIRKIN &W CECILIA (TR) +� 234 ATLANTIC AVE I 230 ATLANTIC AVE i I I 1 I I I I i I i I I I 1 I I I I c 'I 217ALANCAVE 217 BellSou_th • nu°' j Coo�oqe,i �rlr Idter palm 15" Cab age' I, • .� 5 Manil Royal Palm B" Man"o poinciana palm ro bbage ERIC wE�O CO`LEGE � HEyjHP �,Ni1C ASE 224 i silver phol� I I I I I I I I I I I I I I I 111 NISSIM SABAG 215 ATLANTIC AVE " onut ay Co I r ,- 16" Cobbage OwN SHOWN palm I ER NOT 12" Cobbag e NAME OF palm I ON RECORD I i I I Ci�V�b C7�01'+di11� � �ff0�'�i, M1C. 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorisation b14 LEGEND: a. [DESIGNED RSN DATE 02/2006 EXISTING WATER VALVE an} EXISTING FIRE HYDRANT ;?; EXISTING MANHOLE Septic MH � i Rim EI. =6. ' EXISTING POLE ANCHOR DRAWN RSN EXISTING CONC. POLE j — EXISTING ELEC. BOX /ELEC. HANDHOLE I ;LOATE 02/2006 r I I :" j 1 CHECKED J. M. NO I — - -- DATE - - -- — - - -- - - - - - - - -- - -- -- - REVISION iBY DATE 02/2006 217ALANCAVE 217 BellSou_th • nu°' j Coo�oqe,i �rlr Idter palm 15" Cab age' I, • .� 5 Manil Royal Palm B" Man"o poinciana palm ro bbage ERIC wE�O CO`LEGE � HEyjHP �,Ni1C ASE 224 i silver phol� I I I I I I I I I I I I I I I 111 NISSIM SABAG 215 ATLANTIC AVE " onut ay Co I r ,- 16" Cobbage OwN SHOWN palm I ER NOT 12" Cobbag e NAME OF palm I ON RECORD I i I I Ci�V�b C7�01'+di11� � �ff0�'�i, M1C. 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorisation b14 _" r _,nnut I � I I I I I I I i I i I I I I I I I I I i I Storm Man Hole Catch Basir Rim EI. =8.49 Rim EI. =7.; Inv. EI. =5.59' Top 2' Ising Inv. EI. =3.5 I I Bottom EI. =1.64' Z A DABACH TR 12" Coconut Bottom El.: BEATRIZ LEONCIO BRATISLAV VLAHOVIC I 20 ATLANTIC AVEP"" I I 205 ATLANTIC AVE 211 ATLANTIC AVE '} Mangro e t; Edge ' 10 Coconut +� ILL t4 Palm • aT I • ( BRICK Me�P�� APP - +. + a x� WM� �. bconut i j LEGEND: a. EXISTING WATER VALVE an} EXISTING FIRE HYDRANT ;?; EXISTING MANHOLE Septic MH � EXISTING CATCH BASIN Rim EI. =6. ' EXISTING POLE ANCHOR >._ P EXISTING CONC. POLE ' EHH EXISTING ELEC. BOX /ELEC. HANDHOLE 'LP EXISTING LIGHT POLE r I I :" EXISTING WOOD POWER POLE WPP T.O.B. TOP OF BANK E.O.W. EDGE OF WATER PAVEMENT DEMOLITION f UTILITY DEMOLITION (TO BE REMOVED) _" r _,nnut I � I I I I I I I i I i I I I I I I I I I i I Storm Man Hole Catch Basir Rim EI. =8.49 Rim EI. =7.; Inv. EI. =5.59' Top 2' Ising Inv. EI. =3.5 I I Bottom EI. =1.64' Z A DABACH TR 12" Coconut Bottom El.: BEATRIZ LEONCIO BRATISLAV VLAHOVIC I 20 ATLANTIC AVEP"" I I 205 ATLANTIC AVE 211 ATLANTIC AVE '} Mangro e t; Edge ' 10 Coconut +� ILL t4 Palm • aT I • ( BRICK Me�P�� APP - +. + a x� WM� �. bconut i j 210 ATLANTIC AVE a. Se tic MH a.' z "I Rim EI. =5.98 Inv. EI. =1.79' Top of I Ii m Inv. El --Top 2" PVC (E) Septic MH � Bottom EI. =0.59' Rim EI. =6. ' Se tic MH Inv. E1.= 5.09'(W) 1 -112" PVC Rim EI. =6.16' Inv. EI. =4.94 4" PVC Inv. E1.= 4.46'(N) Top 4" P'I/C Bottom EI. =(- )0.11' Inv. EI.= 5.01'(E/W) Top 1 -1/2" PVC I I Bottom E1. =(- )0.09' i I I NOTE: 1. ALL PIPES NOT REMOVED DURING DEMOLITION SHALL BE GROUTED IN PLACE. 2. ALL STRUCTURES NOT REMOVED DURING DEMOLITION SHALL BE 4.0' BELOW THE FINISHED GRADE, FILLED WITH SAND AFTER BREAKING THE BOTTOMS CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS Mailbox ,poet ` ' + o x N X1K m � l ck W kii_ a + h BRICK MLP o �:' Z Z Co may. �✓ + +ha �- ev 4 scope W C. 0' oXgtility r a J J W N, dw F _ s N, E- W wwaall►► 1, ca 6" Royal ° JACK DAVISIm &W PATRICIA I `' 200 ATLANTIC AVE Or Cut SUIT Comer of 1 �i b idge on CW X X SI 1 GRAPHIC SCALE DEMOLITION PLAN ( IN FEET ) SCALE; 1 " =20' FLORIDA REGISTRATION No. 67642 W SALE 1 „ =20' _ _ - - -- PROJECT No 05-4893 CAD FILE �3- 4197- C200- C205 -STI SHEET C4 STA. IcV+I!j#. acw• 2.5 L PROPOSED TYPE "r 4111" TOR TYPE Or E • • L, 'X i R ATLP,N 'NORI'vIA CINTADO + 10' TEEMPORARY ALBER 1, HANI�,�J(j' W LAURIE P AT�!.ANTiC P�_VD 325 i-OLAN[IC HI-VE) - to ROHE_t'�'_ A CIESE '7�19 ATLANTIC, BLVD 328 AI!_"-\I\ID" DLVD • 0 $X Iw* 6 CONTWCTION EASEMENT �Tl AN _1(' F1 gTSU6 XAL 31,3� � -AN _VD 4 ♦ UMIT OF CONSTRUCTION V ftnoxmm aw Lw R, 0, T A. 1wj% a 10' TEMPORARY LIMIT OF CONSTRU�TION low CONTRUCTION EASEMENT STA- 105+01.2 Us in -SW- 707467- dw (A us 101+20.3 SrA- 102+411 OFFSET- 194 L SrA- 103+06.1 dw OFW- 14.0* L OFFSET- 14.0 L_� z f+9" - ED TYPE 'r C&G fix, &.0 PROPOSED VALLEY R STAf i I SM.- 101+79, 1 w - - ----- -------- 105+09.2 us 1J.0 L , I03+25.3 OFFSET- 14.0 L A. I OFFSET- 14.0 L ST 02+88.5 W r R ( ' OFFW- 14. 0 L 101+00 ATZANTfC I OL jr z (A BZ;V � \-,\ '111 I �El� m 104+24.3 05+00 SrA- 101+MO 01_0� I � - �- )ME LINE 40 - ----- - _�MT_l 1044.8 OFFSET= 14.0 R OFF&T- 12. 1 L �"r - 04 +�0 L I r� --- -- W � STA 102+38, Ar = 102+6&� SrAw IOJ+IJO S rA 'I OWJ I WXJ 4 ' 111STA 105+27.7 101+�wo 102+00 OFFSETm WW- dO R SrA- 101+67.6 OTW- 14.0 L ONSTRUCTION 84SE LINE 1()3+00 OFFSET= 14.0 L OFFSET /#�O L SrA - 1042.8 STA- 105+01.7 OFFSET- 14.0 R MW- 12.0 R STA.= 103+97.8 OFFSET- 14.0 R WW_ 110 R PROPOSED VALLEY GUTTER y" TRANSITION CURB STA- 102+19.2 s7x= 10*447- SW'102+51.1 ATLANTIC BL VD. STA= 10;+4Z7 STA= 104+01.7 OFFSET- 0. 0 OFFSET- 14.0 - OFFSET- 14.0 R FW- 14.0 R71 18.4 R 'STA 103+J6.7 OFFSET- jItO R STA- I01*57.7_1 SrA. 101 180.3 J /*.0 m \\\,-STA- 101+90.8 0Fw- 120 OFFSET- 77"Ilmm� OFFSET= 12.0 R ti LIMIT OF CONSTRUCTION STA- 101+ .8 ♦ OFFSET= 14.0 R STA= 102+56.4 OFFSET- 14.0 R 37*- 73.4 IV TEEMPORARY GEORGE H SCROLL W DIONE OONTRWT EASEMENT ASEMENT 334 ATLANTIC BLVD GEORGE H SCI-d01_L & W DIONE 334 ATLANTIC BLVD • LEGEND: ago al^= IVJ*YV.17 SrA= 103+121-� AW ff I 0. ST A= 103 +65.1,, UrA- 102+76.6 OFFSET- 14.0 R OFFSET= 14.0 R RIC]HARID A VUF� 10' TEMPORARY CONTRUC=TIONT JTE/ANE T7F F'SF'AILLA LIMIT OF j[[ HIDALGO J18 ATLANTIC BL\,T) L N ANA DnN.ALD r,)X W A.)A A I L AN 1C G V D 3' 20 1; 13LVD A f i,AN,'! L91 VD GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) SCALE: 1"=20' DESIGNED RSN O&MO I APPROVED RONNIE S. NAVARRO, P.E. SCALE 11 SHEET 0"0 QW&W & � W_ 1 11 DATE 02/2006 CITY OF SUNNY BEACH FL FLORIDA REGISTRATION No. 67642 i p 1 20 J! L ------------ ---- ------ - Pbnms em GEOMETRIC CONTROL 11,0ROJECT No DRAWN RSN qw 1i 1800 Eller Drive, Suite 600 J� DATE 02/2006 ATLANTIC ISLES ROADWAY 11 -4893 h - ----------------- J! ----------- Fort Lauderdale, Florida 33316 05 �CHECKED _ _ Phone: 954.921.7781 Fax 954.921.8807 -- ------ CAD FILE C6 AND UTILITY IMPROVEMENTS NO 1 DATE REVISION By 1 NO DATE REVISION gy 11 DATE 02/2006 Certificate of Authorization 514 h DATE 03-4197-C200-C205-STRM-PL411 OF PROPOSED FIRE HYDRANT PROPOSED CATCH BASIN • PROPOSED MANHOLE EXISTING CATCH BASIN PROPOSED YARD DRAIN EXISTING POLE ANCHOR 111 3 "I EXISTING MANHOLE cp EXISTING CONC. POLE T.O.B. TOP OF BANK 121. EXISTING ELEC. BOX/ELEC. HANDHOLE EHH E.O.W. EDGE OF WATER ;;I ,LP EXISTING LIGHT POLE YZ 10 METAL LIGHT POLE <"wpp EXISTING WOOD POWER POLE WIDR WOOD POWER POLE 00/0 CONCRETE GUIDE POLE • C.0; PROPOSED CLEAN OUT PROPOSED 4' CONCRETE SIDWALK PROPOSED 6* CONCRETE DRIVEWAY ASPHALT PAVEMENT RECONSTRUCTION BRICK PAVER ago al^= IVJ*YV.17 SrA= 103+121-� AW ff I 0. ST A= 103 +65.1,, UrA- 102+76.6 OFFSET- 14.0 R OFFSET= 14.0 R RIC]HARID A VUF� 10' TEMPORARY CONTRUC=TIONT JTE/ANE T7F F'SF'AILLA LIMIT OF j[[ HIDALGO J18 ATLANTIC BL\,T) L N ANA DnN.ALD r,)X W A.)A A I L AN 1C G V D 3' 20 1; 13LVD A f i,AN,'! L91 VD GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) SCALE: 1"=20' DESIGNED RSN O&MO I APPROVED RONNIE S. NAVARRO, P.E. SCALE 11 SHEET 0"0 QW&W & � W_ 1 11 DATE 02/2006 CITY OF SUNNY BEACH FL FLORIDA REGISTRATION No. 67642 i p 1 20 J! L ------------ ---- ------ - Pbnms em GEOMETRIC CONTROL 11,0ROJECT No DRAWN RSN qw 1i 1800 Eller Drive, Suite 600 J� DATE 02/2006 ATLANTIC ISLES ROADWAY 11 -4893 h - ----------------- J! ----------- Fort Lauderdale, Florida 33316 05 �CHECKED _ _ Phone: 954.921.7781 Fax 954.921.8807 -- ------ CAD FILE C6 AND UTILITY IMPROVEMENTS NO 1 DATE REVISION By 1 NO DATE REVISION gy 11 DATE 02/2006 Certificate of Authorization 514 h DATE 03-4197-C200-C205-STRM-PL411 OF LEGEND: F MA 2 AI L 4i I,", PROPOSED FIRE HYDRANT m PROPOSED CATCH BASIN PROPOSED MANHOLE r--i L__j EXISTING CATCH BASIN PROPOSED YARD DRAIN EXISTING POLE ANCHOR "o EXISTING MANHOLE cp EXISTING CONC. POLE T.O.B. TOP OF BANK STA - 41r+CO3 EXISTING ELEC. BOX/ELEC. HANDHOLE E.O.W. EDGE OF WATER EHH EXISTING LIGHT POLE /VZ/0 METAL LIGHT POLE LP 4WD EXISTING WOOD POWER POLE W10/0 WOOD POWER 'POLE wpp COP CONCRETE GUIDE POLE C.O. PROPOSED CLEAN OUT 7 PROPOSED 4". CONCRETE SIDWALK PROPOSED 6" CONCRETE DRIVEWAY ASPHALT PAVEMENT RECONSTRUCTION BRICK PAVER. F MA 2 AI L 4i I,", 1 1 Y 1&0 L S METER CONNECTION SEETWASD DETAIL SS 1.0 ca - STA = 15+46 - a- 16+060 OFF = -28.91 OFFSET= ad, R < ftj FH'0MAS J O'CONNIELL & 'A' _`Ii`,1S_-11NA soft low 283 AT[_ANFi(,' SL 7S LIMIT OF CONSTRUCTION -� STA= 1 518 PROPOSED TYPE 'r C&G SrA= 16+79. itu 10.0 L OFFSET= 0. 10' TEMPORARY CONTRUCTION EASEMENT X p -a 15*34.1 IV MANO a awts EuT- I SEWER METER CONNECMTION , 11 - --------------- -- ---- SEE MDWASD DETAIL SS 10 • \ STA 14+6 4c 0 40 rtrr = -,)a 172 dV AROOAK & W H ANC;N S do RIE OST -1 NC )N - I F, � ) V, K 14;' 28117 A'i'L are TIC ;si, z _E�SEWER METER CONNECTION SEE MOWASID DETAIL SS M= 14+60.7 STA = 1 1.5 dP OFF = -31. low STA.= I.J ♦ #0 /x, 10.0 L S14+89.7 =0.0L /I 14+72.6 / i' i� OFFSET= 10.0 L STA.= 14+604 0 OFFSET- 9.4 R♦ $rA- 14+29.5 OFFSET= 10.0 L STA- 132/ 10.0 L \tiG LIMIT OF CONSTRUCTION STA- 13 Z2 ORI HAY()N id L 291 1S L t SEWER MEW MPdW SEt~*T#S& STA ac 13+ OFF 0 STa= 14+ OFFSET 0 R OFF, SrA_ 13+45.6 OFFSET- 10.1 L 1 .7 SEWER METER CONNECTION 1010 SIDRO F? !_F,�M4MASD DETAIL SS 1.0 299 ATLANTIC ISLE" STA - 12+: OFF JULIANq ACOSTA W VIVENCIA s 12+07 NEICY ACOS-1A 1.7 L" 00 12+51.3 UOIT OF CONSTRUCTION ofw- ta SrA. - 12+ 7#� 1R R =in ON R O. W. 10' TEMIPORARY STA 1 27 am 40 a. CONTRUCTIDN EASEMENT SrA- 11+536 iaO L PROPOSED TYPE C&G STA= 108+64.8 Fmw. 10.0 L OFFSET- 120 L rAm 12+05.1 SrA- 1140,9! SrA- 108+00.0 40 STA- 106+518 OFI�ET- 10.0 L. OFFSET= 10.0 L \ _J� W f, d I A ---d i M I 'A ---- 9 goo OFFSET =._ 1w= Aq R. �, �, _ � __ SrA- 105+671 .2 f-OFFSET= 14.0 L' SrAm 1 11 T 1-_-_w_1 p_.- ____w STA- 105+74.3 STA 1 .0 �t d Pr.,d )vprr ;?,r- vn &W- 1410 1 11 T I _wTR jj 106+J5.4 ---.-w T 109+00 + WYA CONSTRUCTION BASE LINIE$ 108 00 105+&V.7 18.5 110+00 -CONSTRUCTION BW LINE 14.0 L PROPID VALLEY GUTTEER STA.- 108+76.4 r -------------------- T R jj+00 -,---1'07+00 STA 107+26.19 Xp 107+69.4 SrA= .108+10.8 • 111+00 18_WIR PROF�SED OFFSET= 14. 0 ff w T't-- OITS IT- I 10 R OFFSET- 14.0 R VAI.LEY GUTTER STA- 109+96.4 SrA= 110+19.2 __y R A TLA)VTIC OFFSET- 14.0 R OFFSET= 14.1 R OFFSET I" R S7,4- 105+914 106+00 SrA- 107+04.4 OFM 14.01 acW- - 14. OR 10+w -wA- W+70.4 i I -I - OFFSIETf 1.1 L N�" 1 J� .21^ 1V.T1rV1c..T jW 10 STA.- 108+JI.9 OFFSEr- 14.0 R Ul (A . . . . Ma ..0....5.... .+.. .. 498 R� OFFSET= 14.0 R L MW- 14.0 L goo S W 'A j6 - + SWALE LE r m� Caj I j. R LIMIT OF CONSTRUCTION rrr QFw_ Ito a sia i-4- �1' - SrA- 105+&X� do 1 14.0 sr - to6+j7o acW- 21.7 R 10' TEMPORARY 110- 10' TEMPORARY CONTRUCTION EASEMENT CONTRUCTION EASEMENT_ 10' TEMPORARY J CONTRUCTION RCLAINDO DA! ['Ck1FR0' VV AUROP TLJOMIAS, A SESSA CONTRUCTION EASEMENT ViLA��_!C BLVD R,`)RUR�10 VIROE &,, A"INFILIDA SLIAQ�-.Z 282 A!_L;'-N_1_1C BLVD _R U,' 28y`, A- ILAN -ilf - Rl� V-_) LIMIT OF CONSTRUCTION TUMIT OF CONSTRUCTION ERNESTO AC(OSTA T ) FEE 100 AFLAkNTI,_ V1_1 20 1 1, LEMMA ARENCIBIA REV INT TRUST & ERIC ARENCIBJA REV INT TRUST N 306 ATLANTIC BLVD 294 AFIANiliC 31VD 441 OP . r4%� zpszes • mmmw-- AM- ---- ----- -- -4111rj__ 'mw --SX-_Ufff 49.8 mu L low srA. 111ff�19-4 OFFSET= I I L ' V .J� 0 cow TOR OR D - 7 & VV LiNDI\ & FiE,C?OR m & HUMBERTO C CIRTI/7 I GRAPHIC SCALE ( IN FEET ) SCALE: 1"=20' DESIGNED RSN - ---- - -- ------ H ii IIAPPROVED RONNIE S. NAVARRO. P.E. C". C*rdm S Anocham" Im. 11 SCALE SHEET DATE 02/2006 CITY OF SUNNY ISLES BEACH, FL FLORIDA REGISTRATION No. 67642 i 1 0 --------------- -j %rwms Mims ------ DRAWN RSN GEOMETRIC CONTROL !PROJECT No -- ------ ------ ---------- 1800 Eller Drive, Suits 600 DATE 02/2006 ATLANTIC ISLES ROADWAY ------------ - - - ----------- -4893 05 !,� -------- Fort Lauderdale, Florida 33316 C7 I!CHECKED J.m. 1 Phone: 954.921.7781 Fax 9U.921.8807 CAD FILE REVISION -0 REVISION ErY NO DATE _____BY___�j DATE DATE 02/2006 AND UTILITY IMPROVEMENTS Cortifioate of Authorization 514 !b3-4197-C200-C205-STRM-PL DATE N r LIMIT OF CONSTRO SEWER METER CONNECTION A, a 79 A I L,'� SEWER METER CONNECTION SEE MDWASD DEIAIL SS 1,0_--� SEE MDWVD k. j%0UO 57;x 1611 EASEMENT- *i STA - 41r+CO3 L OIW;`0z 29.81 4WD dop Z, L STA, = 16+41.1 1 1 Y 1&0 L S METER CONNECTION SEETWASD DETAIL SS 1.0 ca - STA = 15+46 - a- 16+060 OFF = -28.91 OFFSET= ad, R < ftj FH'0MAS J O'CONNIELL & 'A' _`Ii`,1S_-11NA soft low 283 AT[_ANFi(,' SL 7S LIMIT OF CONSTRUCTION -� STA= 1 518 PROPOSED TYPE 'r C&G SrA= 16+79. itu 10.0 L OFFSET= 0. 10' TEMPORARY CONTRUCTION EASEMENT X p -a 15*34.1 IV MANO a awts EuT- I SEWER METER CONNECMTION , 11 - --------------- -- ---- SEE MDWASD DETAIL SS 10 • \ STA 14+6 4c 0 40 rtrr = -,)a 172 dV AROOAK & W H ANC;N S do RIE OST -1 NC )N - I F, � ) V, K 14;' 28117 A'i'L are TIC ;si, z _E�SEWER METER CONNECTION SEE MOWASID DETAIL SS M= 14+60.7 STA = 1 1.5 dP OFF = -31. low STA.= I.J ♦ #0 /x, 10.0 L S14+89.7 =0.0L /I 14+72.6 / i' i� OFFSET= 10.0 L STA.= 14+604 0 OFFSET- 9.4 R♦ $rA- 14+29.5 OFFSET= 10.0 L STA- 132/ 10.0 L \tiG LIMIT OF CONSTRUCTION STA- 13 Z2 ORI HAY()N id L 291 1S L t SEWER MEW MPdW SEt~*T#S& STA ac 13+ OFF 0 STa= 14+ OFFSET 0 R OFF, SrA_ 13+45.6 OFFSET- 10.1 L 1 .7 SEWER METER CONNECTION 1010 SIDRO F? !_F,�M4MASD DETAIL SS 1.0 299 ATLANTIC ISLE" STA - 12+: OFF JULIANq ACOSTA W VIVENCIA s 12+07 NEICY ACOS-1A 1.7 L" 00 12+51.3 UOIT OF CONSTRUCTION ofw- ta SrA. - 12+ 7#� 1R R =in ON R O. W. 10' TEMIPORARY STA 1 27 am 40 a. CONTRUCTIDN EASEMENT SrA- 11+536 iaO L PROPOSED TYPE C&G STA= 108+64.8 Fmw. 10.0 L OFFSET- 120 L rAm 12+05.1 SrA- 1140,9! SrA- 108+00.0 40 STA- 106+518 OFI�ET- 10.0 L. OFFSET= 10.0 L \ _J� W f, d I A ---d i M I 'A ---- 9 goo OFFSET =._ 1w= Aq R. �, �, _ � __ SrA- 105+671 .2 f-OFFSET= 14.0 L' SrAm 1 11 T 1-_-_w_1 p_.- ____w STA- 105+74.3 STA 1 .0 �t d Pr.,d )vprr ;?,r- vn &W- 1410 1 11 T I _wTR jj 106+J5.4 ---.-w T 109+00 + WYA CONSTRUCTION BASE LINIE$ 108 00 105+&V.7 18.5 110+00 -CONSTRUCTION BW LINE 14.0 L PROPID VALLEY GUTTEER STA.- 108+76.4 r -------------------- T R jj+00 -,---1'07+00 STA 107+26.19 Xp 107+69.4 SrA= .108+10.8 • 111+00 18_WIR PROF�SED OFFSET= 14. 0 ff w T't-- OITS IT- I 10 R OFFSET- 14.0 R VAI.LEY GUTTER STA- 109+96.4 SrA= 110+19.2 __y R A TLA)VTIC OFFSET- 14.0 R OFFSET= 14.1 R OFFSET I" R S7,4- 105+914 106+00 SrA- 107+04.4 OFM 14.01 acW- - 14. OR 10+w -wA- W+70.4 i I -I - OFFSIETf 1.1 L N�" 1 J� .21^ 1V.T1rV1c..T jW 10 STA.- 108+JI.9 OFFSEr- 14.0 R Ul (A . . . . Ma ..0....5.... .+.. .. 498 R� OFFSET= 14.0 R L MW- 14.0 L goo S W 'A j6 - + SWALE LE r m� Caj I j. R LIMIT OF CONSTRUCTION rrr QFw_ Ito a sia i-4- �1' - SrA- 105+&X� do 1 14.0 sr - to6+j7o acW- 21.7 R 10' TEMPORARY 110- 10' TEMPORARY CONTRUCTION EASEMENT CONTRUCTION EASEMENT_ 10' TEMPORARY J CONTRUCTION RCLAINDO DA! ['Ck1FR0' VV AUROP TLJOMIAS, A SESSA CONTRUCTION EASEMENT ViLA��_!C BLVD R,`)RUR�10 VIROE &,, A"INFILIDA SLIAQ�-.Z 282 A!_L;'-N_1_1C BLVD _R U,' 28y`, A- ILAN -ilf - Rl� V-_) LIMIT OF CONSTRUCTION TUMIT OF CONSTRUCTION ERNESTO AC(OSTA T ) FEE 100 AFLAkNTI,_ V1_1 20 1 1, LEMMA ARENCIBIA REV INT TRUST & ERIC ARENCIBJA REV INT TRUST N 306 ATLANTIC BLVD 294 AFIANiliC 31VD 441 OP . r4%� zpszes • mmmw-- AM- ---- ----- -- -4111rj__ 'mw --SX-_Ufff 49.8 mu L low srA. 111ff�19-4 OFFSET= I I L ' V .J� 0 cow TOR OR D - 7 & VV LiNDI\ & FiE,C?OR m & HUMBERTO C CIRTI/7 I GRAPHIC SCALE ( IN FEET ) SCALE: 1"=20' DESIGNED RSN - ---- - -- ------ H ii IIAPPROVED RONNIE S. NAVARRO. P.E. C". C*rdm S Anocham" Im. 11 SCALE SHEET DATE 02/2006 CITY OF SUNNY ISLES BEACH, FL FLORIDA REGISTRATION No. 67642 i 1 0 --------------- -j %rwms Mims ------ DRAWN RSN GEOMETRIC CONTROL !PROJECT No -- ------ ------ ---------- 1800 Eller Drive, Suits 600 DATE 02/2006 ATLANTIC ISLES ROADWAY ------------ - - - ----------- -4893 05 !,� -------- Fort Lauderdale, Florida 33316 C7 I!CHECKED J.m. 1 Phone: 954.921.7781 Fax 9U.921.8807 CAD FILE REVISION -0 REVISION ErY NO DATE _____BY___�j DATE DATE 02/2006 AND UTILITY IMPROVEMENTS Cortifioate of Authorization 514 !b3-4197-C200-C205-STRM-PL DATE N r METER CONNECTION DETAIL SS 1.0 w. Tm3--T- OFF a swc, I OFFSET- I L -SrA- 17+16.0 OFFSET= 20.9 L L STA- 17+31.'8-- '%QVW- 10.0 L 'DAVID SCHULTZ 265 ATLANTIC ISLES SEWER METER CONNECTION SEE MDWASO DETAIL SS 2.0 CSTA !. 17+44 / OFQ# MOVARY CONTRUM EAeENT LIMIT OF OONfRUCTION STA. 17+00 OFFSET= 10,0 L % 1 =10. L CO ;A_ it WTR_.TF'--� 17+92.6 01 to 4 &0 L� SrA 16 w R LUIS URESiNA 26 FLOR M J AR-ANTIC', ISIE'---" V �'\ &0 1 LEGEND: / "`- ''�'<,a;'; ASPHALT PAVEMENT RECONSTRUCTION BRICK PAVER LIMIT 01 %00 STA 17+92.6 , OFFSET= 80 R 10 TEMPORARY % CONTRUCTION EASEMENT & 'VV LOUFL) F S Z' SEWER METER CONNECTIO/ SEE Mrm&qn nrmi cc )A X SrA- 18+87.5 19+33 All OFFSET= 8.0 L -30.94 U I S EN I--- SrA- 19+23.4 aoi oFw - t SrA- 19+47,3 OFFSET= 10.0 L VALLEY i " - ALLEY G G / STA- 19*62- SEWER METER CONNECTION '�-�EE MDWASD DETAIL SS 2.0 OFFSET= 20 3 L H � 111 A N D -*A ',,' "A' PAIUILINE M STA N-19t 3A6 Ar':-.,`Jq-'IC 'SLES OFF IAF,'� LE, I CIa I-,-- "TRUST) I , I -) -1 C �� I . i J AF'[ i, -r:) R!C;-ITEIR TR� P.- -S -0y'j STA 1&0, L +87. 0 204-4.0%. ANN GARAIIII! --', lvt 14. .1 241 ATI-A!"I-1-c L"LV-L, LIMIT OF CONSTRUCTION DAVID 310;'JC'AN',1MI STA 20+25.9 Lk W I N C 19+64.8 OFTSET- 9.9 L 10' TEMPORARY 239 AI LAN 'l!"., HLVD, *a 1-- 7 CONTRUCTION EASEMENT offsET- aO'R STA.= cokstp, U07 0,V1 STA- 21+00.8 OFFSET= w L • ST A= 20+ fJ. 7 20yw STA- 21+48.2 / It ST A= 21+93.0 4ft STA= 115+64.5 IMW- 9.2 R .3 L OFTSFT- 11.7 L OFFSET= 12.8 L OFFSET- 14.1 L 21- 00 WAft ST a= 20+333 STA - 20+ . STA- 21+675 OFFSET- 10.4 OFFSET- 12. 1 L STA- 115+80.7 pR0p0SfffW- 8.1 R OFFSET- 14. 1 L STA - 116+15.6 STA- 116+JR2 + L OFFSET- 14. STA71ON SITE 14. 1 1 L LIFT 7771- PROPOSED VALLEY I I wn *11111--111-t R STA.= 114493.8 STA- 20+20.5 R---W T R- OSTA.w 20+10.9j V -_ "'i R OFFSET= aO R 22+oO I -- • 0 OFFSET= J3.0 R STA iNz OFFSET= J8.6 R &SE USE 115+00 22+2j OFFSET- 14.1 L ST 116+64.41, OFFSET a m- 116+19.7 OFFSET- 141 L do& IZ7 L 116+00 dP 10 .... ................ . OFFSET- 14.1 L am STA- 114+97.6 s A= I lf+21 2 doillillillioll'IlIllllllllllllllo.�� TYPE -r MG 'V1111111111: Z STA 1111, 111'157+9W4.0�W Ca LU ST 113+806 OFFSET- 119 R OFFSET= fj.9 R dw OFFSET= 1.7 R STA dW • 113175.1 140401 `� LU ...... ------------------ S7A- 116+14.8 OFFSET J9 R c ONN S MIR wsEr- 09 R OFFSET= 13.9 R PROF4 ED VALLEY L SrA- IIJ+26.6 CTA 113 +95.4 GUTTER #A OFFSET- 0.1 L 111150- 13' OFFSET= 13.9 R mj LU 6LVD. SrA- 1161+7� • 5 - , � .3 JA3+00 AfTIC --IXFS&w -77"1��- - .. 'I I Sbk- 115+72,3 OFFSET= 13 R LU -------- V-4-,R i ARM • OFFSET- 18.4 R ass (A 112+80.5 OFFSET= 13.9 R dp 4WD 0. wr Inn 00MV00 �AE V%E� �STA- 112+&.6 OF �ONSTRUCT, 10' TEMPORARY 41 -OFFSET- 119 R CONTRUCTION m�WC IL `�H on DATE REVISION i By 11 NO 1 DATE 'k11.+0 11*0 HEDI 1-0 INC, 9c y D KHRSTEN I BAiFR PA PROPOISED VALLEY GUTTER 711ANTIC BL,/D 250 A 10' TEMPORARY EASEMENT 'F-nc LcUlp JP 'y y SA- 111+70.1 -------- 2,14 BLVD 31--RAROO VA7QUEZ E M11"UE-1 OFFSET- 119 R TIC B L VID 240 AFLAN \\-UMIT OF CONSTRUC� STA 01+48.0 ---11 1� --1 Fofw- V19 - c/o P/,, 112+16.6 OFI`Wt- 21.7 R DANIEL. IGILESOAS 270 ATLANTIC BLVD %LAMONICA 'VD DESIGNED RSN DATE 02/2006 - ----- --------------- I DRAWN RSN DATE 02/2006 ![CHECKED - J. . M. - REVISION BY DATE 02/2006 2 P A I A-"J I f I i L 1111.) KIR'S!Fl"! 1 'H'AI[-R ARiE SiE�IGER &: VV JUDII-H 260 AFIL-'.�1'111'��_' 262 ATLANTIC BLVD GRAPHIC SCALE 20 0 10 20 40 80 C"'Qw&ws AffOCi1te -011m. En& i m i welycomialp Pbnws 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS GEOMETRIC CONTROL ( IN FEET ) SCALE: 1"=20' FLORIDA REGISTRATION No. 67642 SCALE 11 SHEET 1 20 PROJECT No C8 05-4893 W FILE 3-4197-C200-C205-STRM-PLW nr PROPOSED FIRE HYDRANT PROPOSED CATCH BASIN PROPOSED MANHOLE L-j EXISTING CATCH BASIN PROPOSED YARD DRAIN EXISTING POLE ANCHOR EXISTING MANHOLE -- cp EXISTING CONC. POLE T.O.B. TOP OF BANK EHH EXISTING ELEC. BOX/ELEC. HANDHOLE E.O.W. EDGE OF WATER /WZ METAL LIGHT POLE 'LP EXISTING LIGHT POLE /Y/0/0 WOOD POWER POLE wpp EXISTING WOOD POWER POLE Cap CONCRETE GUIDE POLE C.O. PROPOSED CLEAN OUT PROPOSED 4" CONCRETE SIDWALK PROPOSED 6" CONCRETE DRIVEWAY / "`- ''�'<,a;'; ASPHALT PAVEMENT RECONSTRUCTION BRICK PAVER LIMIT 01 %00 STA 17+92.6 , OFFSET= 80 R 10 TEMPORARY % CONTRUCTION EASEMENT & 'VV LOUFL) F S Z' SEWER METER CONNECTIO/ SEE Mrm&qn nrmi cc )A X SrA- 18+87.5 19+33 All OFFSET= 8.0 L -30.94 U I S EN I--- SrA- 19+23.4 aoi oFw - t SrA- 19+47,3 OFFSET= 10.0 L VALLEY i " - ALLEY G G / STA- 19*62- SEWER METER CONNECTION '�-�EE MDWASD DETAIL SS 2.0 OFFSET= 20 3 L H � 111 A N D -*A ',,' "A' PAIUILINE M STA N-19t 3A6 Ar':-.,`Jq-'IC 'SLES OFF IAF,'� LE, I CIa I-,-- "TRUST) I , I -) -1 C �� I . i J AF'[ i, -r:) R!C;-ITEIR TR� P.- -S -0y'j STA 1&0, L +87. 0 204-4.0%. ANN GARAIIII! --', lvt 14. .1 241 ATI-A!"I-1-c L"LV-L, LIMIT OF CONSTRUCTION DAVID 310;'JC'AN',1MI STA 20+25.9 Lk W I N C 19+64.8 OFTSET- 9.9 L 10' TEMPORARY 239 AI LAN 'l!"., HLVD, *a 1-- 7 CONTRUCTION EASEMENT offsET- aO'R STA.= cokstp, U07 0,V1 STA- 21+00.8 OFFSET= w L • ST A= 20+ fJ. 7 20yw STA- 21+48.2 / It ST A= 21+93.0 4ft STA= 115+64.5 IMW- 9.2 R .3 L OFTSFT- 11.7 L OFFSET= 12.8 L OFFSET- 14.1 L 21- 00 WAft ST a= 20+333 STA - 20+ . STA- 21+675 OFFSET- 10.4 OFFSET- 12. 1 L STA- 115+80.7 pR0p0SfffW- 8.1 R OFFSET- 14. 1 L STA - 116+15.6 STA- 116+JR2 + L OFFSET- 14. STA71ON SITE 14. 1 1 L LIFT 7771- PROPOSED VALLEY I I wn *11111--111-t R STA.= 114493.8 STA- 20+20.5 R---W T R- OSTA.w 20+10.9j V -_ "'i R OFFSET= aO R 22+oO I -- • 0 OFFSET= J3.0 R STA iNz OFFSET= J8.6 R &SE USE 115+00 22+2j OFFSET- 14.1 L ST 116+64.41, OFFSET a m- 116+19.7 OFFSET- 141 L do& IZ7 L 116+00 dP 10 .... ................ . OFFSET- 14.1 L am STA- 114+97.6 s A= I lf+21 2 doillillillioll'IlIllllllllllllllo.�� TYPE -r MG 'V1111111111: Z STA 1111, 111'157+9W4.0�W Ca LU ST 113+806 OFFSET- 119 R OFFSET= fj.9 R dw OFFSET= 1.7 R STA dW • 113175.1 140401 `� LU ...... ------------------ S7A- 116+14.8 OFFSET J9 R c ONN S MIR wsEr- 09 R OFFSET= 13.9 R PROF4 ED VALLEY L SrA- IIJ+26.6 CTA 113 +95.4 GUTTER #A OFFSET- 0.1 L 111150- 13' OFFSET= 13.9 R mj LU 6LVD. SrA- 1161+7� • 5 - , � .3 JA3+00 AfTIC --IXFS&w -77"1��- - .. 'I I Sbk- 115+72,3 OFFSET= 13 R LU -------- V-4-,R i ARM • OFFSET- 18.4 R ass (A 112+80.5 OFFSET= 13.9 R dp 4WD 0. wr Inn 00MV00 �AE V%E� �STA- 112+&.6 OF �ONSTRUCT, 10' TEMPORARY 41 -OFFSET- 119 R CONTRUCTION m�WC IL `�H on DATE REVISION i By 11 NO 1 DATE 'k11.+0 11*0 HEDI 1-0 INC, 9c y D KHRSTEN I BAiFR PA PROPOISED VALLEY GUTTER 711ANTIC BL,/D 250 A 10' TEMPORARY EASEMENT 'F-nc LcUlp JP 'y y SA- 111+70.1 -------- 2,14 BLVD 31--RAROO VA7QUEZ E M11"UE-1 OFFSET- 119 R TIC B L VID 240 AFLAN \\-UMIT OF CONSTRUC� STA 01+48.0 ---11 1� --1 Fofw- V19 - c/o P/,, 112+16.6 OFI`Wt- 21.7 R DANIEL. IGILESOAS 270 ATLANTIC BLVD %LAMONICA 'VD DESIGNED RSN DATE 02/2006 - ----- --------------- I DRAWN RSN DATE 02/2006 ![CHECKED - J. . M. - REVISION BY DATE 02/2006 2 P A I A-"J I f I i L 1111.) KIR'S!Fl"! 1 'H'AI[-R ARiE SiE�IGER &: VV JUDII-H 260 AFIL-'.�1'111'��_' 262 ATLANTIC BLVD GRAPHIC SCALE 20 0 10 20 40 80 C"'Qw&ws AffOCi1te -011m. En& i m i welycomialp Pbnws 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS GEOMETRIC CONTROL ( IN FEET ) SCALE: 1"=20' FLORIDA REGISTRATION No. 67642 SCALE 11 SHEET 1 20 PROJECT No C8 05-4893 W FILE 3-4197-C200-C205-STRM-PLW nr k s DATE )N' C D TISLAV VLAHOVIC ZIVA DABACH TR 211 AT L AN 1 C BLVD 205 A'LANTIC BLVD 21DI ATLANTIC BLVD 111' TEMPORARY CONTRUCTION EASEMENT �-JIS��IM SABAG 211".) ATLANTIC ELVI) LIMIT OF CONSTRUCTION -IA- 121+15.2 NFSSIM SAGAU ST A= 120+91.6 OFFSET- 118 L SA- 122+08 + OFFSET- 14, 1 L SrA - 121+4J. I OFW- 14. 1 L 4'�_LANP(' 1-VED LIMIT OF CONSTRUCTION SrA- 121+19.9 Of FSET 14.0 L N 10' TEMPORARY OFW- 18.4 L 0 CONTRUCTION EASEMENT SrA- 120+79.9 STA= 121+82.7 OFW- 14. 1 L do* J • STA= 120+64.2 ANDRES G RODRIGUEZ-DIAZ acMEr= 14.1 L SrA- 122+06.7 OFFSET= 14.1 L W LiQl',�)ETTE RODRIGUEZ--DIA7 SrA- 120+08.1 OFFSET= R(_)LANDC� BAZAIL i O1FFSETw 12.1 L /& 235 ATLANTIC BLVD & W SARAH BARBER" OFFSET- 141 do* low 231 ATLANTIC BLVD --'SrA- 119+99.1 W OFFSET= 14.1 L VALLEY GUTTER iSTA- 122+270 3 T 0 - - 11.9 R $TA- 120*27,1 00 VW W 122+ SrA 11,9+J7.8 • OFFSET= m. 1 L R w STA- 121+24.6 ',,,. ✓ MP OFFSET= 14.1 L OFFSET= 14. 1 STXp 121+98.6 00 acw- isgR STA- 119+J5.J do �:� STA- 119+6124 SISE utlE A21+ STA- 121+81.5' OFFSET— 14.1 L 40- SrA- 121+15.5 amsd= a i v� OFFSET- 14. 1 L CONSM00111 mi :ii STAm 118+80.5 OFFSET= 13.9 R OffSET- 22. rrrr XYD. SrA 120+85.7 Uj LIMIT OF CONSTRUCTION in' n%ax-aAw T _ 120 +565 �� Z R_ • dom OFFSEP= 13 9 R wj iC C CONTRUCTION A TLA LEAMM �-- 19+22.2 OFFSET- 14.0 R STA- 121+X4 U 1�0+00 STA= 120+52.J 14.1 L m 19+813 OFFSET- 119 R orw- 119 R STA- 116+81.9 STA.= 117*24.7 j2STA I I j 'i OFFSET- 14. 1 L OFFSET- 14.1 L 01 OFFSET= 14.1 L 1� 1< I • OFFSET- 4 n� STA- 121+*J STA- 117+50.5 14.1 L STA= 119+50.J OFFSET 119 R WUR-- ___- 11� STA 120+99.0 dw OFFSET= 0.1 STA. 119+9,T.8 do R + OFFSET 115.9 R OFFSET= 18.1 R dm $rA- 116+85.7 "1 N"� dw db OFFSET= 14.1 L T 1;2 a - CrA,, 117-LUR ----- - LIMIT OF CONSTRUCTION WT STA- 117+11.7 OFFSET= /A I L SOL- 117+20.5 119 R �SrAw 117+00.4� a4w_ tj.gR CASPAR VAZQUEZ W, PISAWAS,P CHETIRKIN 234 ATLANTIC BLVD -------- - ----- VSE top OFFSETv 14. 1 L 119+J5.6 SrA OFFSET= 119 R ED VALLEY GUTTER - ------ 10' TEMPORARY 'fSTA,w 118+79.3 mr 120+27.0 J AC, K DAVIS CONTRUCTION EASEMENT ST,&- 117+47.7 STA- 1170&8 OFFSET= 18.5 R ST A= 119+627 OrWk 119 R 'N PA FRICIA I OFFSET= 14.1 L aTS T- 140 L 118+00 OFFSET= 13.9 R 200 ATLANTIC BLVD 119+16.J SrA= 120+09.6 STA- 118*19.7 OrW- 119 R OFFSET= 22.1 R SX- 117+39.1 OFFSET= 13.9 R arW- 13, 9 R STA- 117+86. immis aaFcw- a i • SUSAN SFIIIJOPS 210 ATILANTkC, do SVALE aFW- 119 R NAM, 01' _)VVH1_p ON PLCORD STA- 118+14.7 srA_ 117+UJ7 OFFSET= 19 R 10' TEMPORARY CONTRUCTION EASEMENT LIMIT OF CONSTRUCTIONJ J '411-:15 011111 1JE , HEYTI-IF 'O'p RE M11 22 A[! ANFI" B V D CARMEN SAIA Rr W (-F('111A 1'rn\ NO !I DATE DESIGNED RSN LEGEND: DATE 02/2006 PROPOSED FIRE HYDRANT 0 PROPOSED CATCH BASIN • PROPOSED MANHOLE 7-1 EXISTING CATCH BASIN PROPOSED YARD DRAIN EXISTING POLE ANCHOR @ EXISTING MANHOLE CP EXISTING CONC. POLE T.O.B. TOP OF BANK EXISTING ELEC. BOX/ELEC. HANDHOLE E.O.W. EDGE OF WATER EHH VZ/0 METAL LIGHT POLE ,,A 'LP EXISTING LIGHT POLE /IF/0 WOOD POWER POLE wpp EXISTING WOOD POWER POLE CGP CONCRETE GUIDE POLE 0 C.01 PROPOSED CLEAN OUT PROPOSED 4" CONCRETE SIDWALK PROPOSED 6* CONCRETE DRIVEWAY ASPHALT PAVEMENT RECONSTRUCTION BRICK PAVER NO !I DATE C". C*r&w is Inc. bvbwm &wwlws Pbnws 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921,8807 Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS GRAPHIC SCALE GEOMETRIC CONTROL ( IN FEET ) SCALE: 1"=20' FLORIDA REGISTRATION No. 67642 9 20' PROJECT No 05-4893 CAD FILE 13-4197-C200-C205-STRM- SHEET C9 DESIGNED RSN DATE 02/2006 ------- ----- --------- 11 DRAWN R SN DAM 02/2006 CHECKED ' J.M. By 1! DATE 02/2006 C". C*r&w is Inc. bvbwm &wwlws Pbnws 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921,8807 Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS GRAPHIC SCALE GEOMETRIC CONTROL ( IN FEET ) SCALE: 1"=20' FLORIDA REGISTRATION No. 67642 9 20' PROJECT No 05-4893 CAD FILE 13-4197-C200-C205-STRM- SHEET C9 m. NO m BY m .J LEGEND: DESIGNED RSN I DATE 02/2006J DRAWN RSN DATE 02/2006 CHECKED J.M. DATE 02/2006 C"t QW&W & 0 Inc. 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorization 614 C-4 ij it 't. 124+63.0 OFW- 7,3 R PLAN HM� tfzbBL!141- PLAN 16 l8` DA) "I L,IC" INV. El- 1, 16 8" C-1A) if 8 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS T-111� 23 1125 36 30+82.82 (COLLINS A"E)- 125+02.63 (ATLANTIC IBOPLEVARD) 349 19 GRAPHIC SCALE GEOMETRIC CONTROL ( IN FEET ) SCALE: 1"=20' FLORIDA REGISTRATION No. 67642 f� " = 20' PROJECT No 05 -4893 CAD FILE b3-4197-C200-C205-STI SHEET CIO PROPOSED FIRE HYDRANT PROPOSED CATCH BASIN PROPOSED MANHOLE EXISTING CATCH BASIN PROPOSED YARD DRAIN EXISTING POLE ANCHOR EXISTING MANHOLE c p NI EXISTING CONC. POLE T.O.B. TOP OF BANK EXISTING ELEC. BOX/ELEC. HANDHOLE E H H E.O.W. EDGE OF WATER ^ h EXISTING LIGHT POLE YZ P METAL LIGHT POLE LIP wpp EXISTING WOOD POWER POLE W/0/0 WOOD POWER POLE Cap CONCRETE GUIDE POLE C.O. PROPOSED CLEAN OUT PROPOSED 4' CONCRETE SIDWALK PROPOSED 6" CONCRETE DRIVEWAY MMM ASPHALT PAVEMENT RECONSTRUCTION BRICK PAVER DESIGNED RSN I DATE 02/2006J DRAWN RSN DATE 02/2006 CHECKED J.M. DATE 02/2006 C"t QW&W & 0 Inc. 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorization 614 C-4 ij it 't. 124+63.0 OFW- 7,3 R PLAN HM� tfzbBL!141- PLAN 16 l8` DA) "I L,IC" INV. El- 1, 16 8" C-1A) if 8 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS T-111� 23 1125 36 30+82.82 (COLLINS A"E)- 125+02.63 (ATLANTIC IBOPLEVARD) 349 19 GRAPHIC SCALE GEOMETRIC CONTROL ( IN FEET ) SCALE: 1"=20' FLORIDA REGISTRATION No. 67642 f� " = 20' PROJECT No 05 -4893 CAD FILE b3-4197-C200-C205-STI SHEET CIO STA. 100+15 COMEIINEO CURB INLET AND CONTROL STRUCTURE No. 1 SEE DETAIL (SHEET C20) RIM-EL 4.17 INV -EL -2,90 (SE) INV -EL -0.48 EX. OUTF EX 24" CMP OUTFALL (TO REMAIN) RIM EL 4.32' (PER SURVEY) INV EL ( -) 0.48 (PER SURVEY) �. 10' TEMPORARY & ; CONSTRUCTION EASEMENT IN LIMIT OF STA. 102 +46 # 4mlllml �l. CONSTRUCTION CONTROL STRC No 2 ..y....: .. °"•.,. SEE DETAIL (SHEET='C2d)` RIM -EL 4.00 INV -EL. -190 (SE) 0 %i! W--fL ±0.11 (N) .. r § y �. } }+ I yy N F. M Fk.N i STA. 100+35 CURB INLET No, 1 72" DIA. STRUCTURE RIM -EL. 4.30 INV -EL 2.90 (NW)'"' GEORGE H SCHOLL & W DIONE \ 334 ATLANTIC BLVD 10 i In �j 2 .t] —,2 mr-A DATUM ELEV —6.00 NOM LIMIT OF CONSTRUCTION — - 10' TEMPORARY MATCH TO EXISTING EASEMENT DRIVEWAY PVMT. / GEORGE H SCIHCLL & W DIONE 334 ATLANTIC BLVD low low MflrH TO EXISTING W. �- ,.,.... � DRIVEWAY PVMT. + MA CH TO EXISTING ° ,- .w. - " """" �""�' "'"""~ - '--•. ,.iGA,�H TO EXISTING . MATCH TO EXISTING DRI EWAY PVMT. DRIVE1 Y I JR ° - v ... ,MYe DRIVEWAY PVMT. ,,..„ ,..ETCH -16@ EXTSTIIGG r .�.... .......,... .,�.�... ,�."_ ..'..— '.""""` A M U FS Cl N µ DRIVEWAY PVMT. t ' 4.O AL MU M 10' TEMPORARY + 10 Al A,'ANTIC BLVD STA: 102 +51 MATCH TOE (STING CONTII U&ION MENT CATCH BASIN No. 2 h`} t � DRIVEWA PVMT. TYPE "E" STRC (72" DID JE.ANETTE ESPAIt L -1 RIM -EL 4.00 LIMIT OF CONSTRUC & ,JCI �Ct- POLO a� M� i1I !._ HIDALGO INV -EL -2.90 (NW) 318 ATLANTIC BL'Vf? INV -EL -2.90 (E) INV -EL -2.90 (W) LUW Pr-31 k: 1UZ+4b LOW PT E LEV: 4,31 10 PVI STA: 102 +50 HIGH PT LEV: 4.94 EM 4 PVI STA: 104 +50 K: p PVI ELI V. 5.02 LVC: .Do , LVC: 00.00 - -- NN S C4 O G ^ R V us (TO REM IN) PROIED 6 A-F Aft PROPOSE GRADE 0.68% -0.34X AT ROAD CL -1.03X NG GRADE 0. EXISTING 4 AT ROAD CL (T R INi _ - 2 16 "R.C.P.0 27 L - - -- - - - - -- - - -- -- C.P. OF F 30)" R.C.P. OF 219 LF —,2 IM ELEV - 4.17 NV —2'90 in (SE) STRM STRf 0 102 +51 —4 sme 0 10 Oil T35 RIM 171 EV 41)f) RI ELEV = 4.30 INV - -2.9O I (NW) INV -2.90 Out (NW) INV= -2.90 (W) INV - -2.90 ut e rr '41 14:111� �; � �; � U) c0 � t� Ch M �� a� �� o� o,� o,� o,"t Corr �� 100+00 101 f 00 102+ 00 nn ,,, , SM" LTRADVAGS CONPr.M MW SAW"Y SEOMW,, F19RCS M" AND MATER LMW AM ",&M VW ON SAWS CS2 --CM (8511'SR PUM AND PROF77.aS). PROWN POLbL"MN RSTABDAM' BMW MRB's) AT ALL 00F'ALL PIPES' lIli7lDlr SACH CA1C8 BASIN. REVISION I BY II NO I' DESIGNED DATE - - - _ 3 CHECKED SY I � DATE STORM SEWER PROFILE c*A16 a01'"m & In. En ea Surveym Pbmws 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 9!54.921.8807 Certificate of Authorization 614 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS -L V`tTVil 105+00 GRAPHIC SCALE ( IN FEET ) SCALE: 1 " =20' PROFILE VIEW: HORIZONTAL 1 " =20' VERTICAL i " =10' PAVING GRADING AND APPROVED BONNIE S. NAVARRO, P. E. FLORIDA REGISTRATION No. 67642 DRAINAGE PLAN AND PROFILE J 'CALL 48 HOURS BEFORE YOU DIG IN FLORIDA IT'S THE LAWIi.-7 1$00 -4$2 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE 1 „ zo' PROJECT No _0. 5 4893 CAD FILE - - 05- 4893- C- STRM- PROF.DWG s- C11 —4 1 1 1 1 STRM STRC 0 114 +47 T -2.40 In W 1.72 (M 24" R.C.P. OF 128 LF DATUM ELEV —6.00 22 10%, 10*3 110?* 00 LOW PT ST • 114 +40 115* 00 10 STORM SEWER PROFILE SM" DBAINAGa CnN.IA )IJ79x1 SWW"Y SSIIER.$ A =jr XADI AND #A' M WW ARS ADDAMAD ON SIi="= =--C28 (SS112'R PLANS AND P RIDFl1M). LOW Pi : 4.66 NOTE. PRlDY/DS POLLtJTYON RSTARDAN!' �' (FRB's) AT ALL OtITJ�ALL PlPSS STORM DRAINAGE CONFIdCTS IRTX SANITARY SEN1M WJ"VX SACX CAICX BASIN ' HK;1I Pi ELE V 5.16 AND 1 R7RICS AWN ARE ADDR6USED ON SXEE75 C22-C28 (SgWrR PLANS AND PROJi71M) _- - - - - -- ----- -_ - - -- -- - -- _ __- - - - - -- P1N STA: 11 46 ,c slow* CITY OF SUNNY ISLES BEACH, F L PVI E 4.59 —_ _- _ —_- - -- - -- - - — -------- - - - - -- — PVI 120 - -- -- - - -- _ _ -- - -- - - -- DRAWN K: 9 .75 �_�___� j _ DATE _ - -- CHECKED - - - -- Fort no ida ca 1800 Eller Drive, suite 800 ATLANTIC ISLES ROADWAY _ -- -- -- WC: 5.00 NO DATE l DATE LVC: so. AND UTILITY I MP R 0 VE ME N T S REVISK)N 8Y NO DATE _ ______,i REVISION 8Y C4 94 6 GRADE IMAM AT ROAD CL IK —4 1 1 1 1 STRM STRC 0 114 +47 T -2.40 In W 1.72 (M 24" R.C.P. OF 128 LF DATUM ELEV —6.00 22 10%, 10*3 110?* 00 113* 00 114+00 115* 00 'VOA STORM SEWER PROFILE SM" DBAINAGa CnN.IA )IJ79x1 SWW"Y SSIIER.$ A =jr XADI AND #A' M WW ARS ADDAMAD ON SIi="= =--C28 (SS112'R PLANS AND P RIDFl1M). NOTE. PRlDY/DS POLLtJTYON RSTARDAN!' �' (FRB's) AT ALL OtITJ�ALL PlPSS STORM DRAINAGE CONFIdCTS IRTX SANITARY SEN1M WJ"VX SACX CAICX BASIN AND 1 R7RICS AWN ARE ADDR6USED ON SXEE75 C22-C28 (SgWrR PLANS AND PROJi71M) _- - - - - -- ----- -_ - - -- -- - -- _ __- - - - - -- DESIGNED DATE - - -- ,c slow* CITY OF SUNNY ISLES BEACH, F L — - - -- - —_ _- _ —_- - -- - -- - - — -------- - - - - -- — -- - - - -- - -- -- - - -- _ _ -- - -- - - -- DRAWN �_�___� j _ DATE _ - -- CHECKED - - - -- Fort no ida ca 1800 Eller Drive, suite 800 ATLANTIC ISLES ROADWAY _ -- -- -- NO DATE l DATE neau54.921e, 9541921.8807 Certificate of Authorization 614 AND UTILITY I MP R 0 VE ME N T S REVISK)N 8Y NO DATE _ ______,i REVISION 8Y RIM ELEV 4.50 MN- -2.401 (M� INV- -2.40 (E) ol1 Flo h *11: h N h 116+00 HIGH PT STA: 11 i HIGH PT ELEV., PIA SrA: 116+ FM ELLM S. K: 112.91 LVQ 100.00 PRE 24" R.C.. OF 310 LF N� �� hLd ks Ld klx� kd Ld GRAPHIC SCALE 117* 00 10 0 0 —2 on- _6 O Vs � E CALL 48 HOURS BEFORE YOU D16 IN FLORIDA 7M ( IN FEET ) SCALE: 1 " =20' IT'S THE LAWI 1-800 -432 -4770 PROFILE VIEW: HORIZONTAL 1 " =20' VERTICAL 1 " =10' I,SUNSHINE STATE ONE CALL OF FLORIDA. INC. ARRO, PAVING, GRADING AND ;) �M� FLORIDA REGISVTRATIONp o. 67642 1 ALE i{ �L ------ 20 - DRAINAGE PLAN AND PROFILE ,FPR-0JE__ C _T No 05 -4893 CAD FILE DATE � 05- 4893- C- STRM- PROF.DWG C13 & dd `=ARiIIH H'A[?BE 231 A :_., �. � _, _ __Vv O -� DRIVEWAY PVMT — r' "' "WfRfiCH TO EXISTING , P�RWEWAY PVMT. 20 O 10 20 40 1 � y NOTE i STORY DRAINAGE CONFLICTS 111TH SANTIARY SEDERS, WRCE M" AND K: 15.15 LVC: 125.00 E k,:"` ( IN FEET) Ln W � W W a " PROFILES). LOW PT ELEV' PVI STA: 11 PVI ELEV: 4.61 70 46 ST1�RY DRAINAGE CONFLICTS DITH SANITARY SEDERS W SCALE: 1 =20' HIGH PTE PVI STA: 12 PVI ELEV: : 5.06 +21 11 `, I MATCH TO EXIS' DRIVEWAY PVMT. a + °' 10 - i m 2- 2m —,2 — .t� DA TUM ELEV — 6.00 MINI SAI,A 10' TEMPORARY CONTRUCTION EASEMENT LIMIT OF N-1 Vi STA: 118+fW0WA,T rev mM " "� ° a .-,,4„ ^°°°"°"°°DRIVEWAY PVMT. ,,�....CATQI+- BASIN"' 18 � TYPE "D" STRC (60" DIA.) RIM -EL. 4.30 INV -EL. -2.40 i(W) INV -EL. +1.00 (N) f_4�L G��)_.__P LE, 1) ��{N�,[> MFG �� M11 OF CONSTRUCTION 10' TEMPORARY �CONTRUCTION EASEMENT MATCH TO EXISTIN( C) m m m 0 STA: 121 +19 CATCH BASIN No. 22 DRIVEWAY PVMT. y ', MAY4 TQ�, EW TIpIS- STA: 120 +99 DRIVEWAY PVMT. CATCHY BASIN No. 21 INV -EL. +1.10 (NE) INV -EL. -1.65 (W) DIA.) 10' TEMPORARY CONTRUCTION EASEMENT LIMIT OF CONSTRUCTION-\ ,r DRIVEWAY PVMT. LIMIT OE CONSTRUCTION y ; "„� �, `10' TEMPORARY Q CONTRUCTION EASEMENT ( i 118+ 00 119+ 00 1,20+ 00 1,�1 + UU I ee+ UU - 10 wi M _ ,2 — —,2 GRAPHIC SCALE STORM SEWER PROFILE' 20 O 10 20 40 80 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA NOTE i STORY DRAINAGE CONFLICTS 111TH SANTIARY SEDERS, WRCE M" AND K: 15.15 LVC: 125.00 NOTE ( IN FEET) Ln DATER LINES ARE ADDRESSED ON SHEENS C,2,2 —C28 (SEDER PLANS AND " PROFILES). LOW PT ELEV' PVI STA: 11 PVI ELEV: 4.61 70 46 ST1�RY DRAINAGE CONFLICTS DITH SANITARY SEDERS SCALE: 1 =20' HIGH PTE PVI STA: 12 PVI ELEV: : 5.06 +21 11 + '° IT'S THE LAWL- PROVIDE' POLLUTION RETARDANT BAFFLES' (PMY) AT ALL OVTFALL PIPES + °' C22 —C28 (SEDER PLANS' AND PROFILES PROFILE VIEW: HORIZONTAL 1 " =20' VERTICAL 1 " =10' o�i n 1- 800 -432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. � DITHDV EACH CATCH BASIN. LVC: 150.0 g LVC: 50. 0 _ _ _-- ____._ ____ __ _____, _ ____; NED _. ;; � " '"°g' CITY OF SUNNY ISLES BEACH, FL PAVING, GRADING AND APPROVED RONNIE S. NAVARRO, P.E. FLORIDA REGISTRATION No. 67642 PRO SED GRADE !DATE _ _.. _ _ _ _ _. __ _ __- _ - -__ -_. __ _ __ I ___. _. _. - _ , � -- - __ __ __ _ _ _ _ i DRAWN -- - ®r + � P OJECT No R Os_ -489.3 4 C 1 S ,,DATE _ _ _._ _____ ___ .__ _ _. _ ______ 1 Fort Lauderdale, Florida 33318 CAD FILE __ __. __ CHECKED o� PROF.DWG _ _ ___ _ _ _ _ ____ _._ _____ NO DATE REVISION BY ! NO DATE REVISION BY DATE r a] ;DATE 05- 4893- C- STRM- OF AT ROAD CL — �_ ---- -_ _ (STING GRADE AT ROAD CL 1b" C.P. OF 216 LF 1 " R.C.P. OF 21 LF STRM S RC 0 118 +80 STRM STRC 120 +w INV = -2. INV =1. In (W) In (N) INV =1.10 In (N INV= -1.65 Out ) (W) �� oaco er oti o� a �� o� t\� eft cow co�r �� cpo eakd �ro coti Iq� �� coo �L �� z\� erg oo 000 'ih ti� 00 a� c�ro 00 hq o� 00 �� o�� 0�0 �� o� 00 �L6 �� ti� oo �� cow �� h� �� ti cti� o� �o t\� ono oti o�� o 118+ 00 119+ 00 1,20+ 00 1,�1 + UU I ee+ UU - 10 wi M _ ,2 — —,2 GRAPHIC SCALE STORM SEWER PROFILE' 20 O 10 20 40 80 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA NOTE i STORY DRAINAGE CONFLICTS 111TH SANTIARY SEDERS, WRCE M" AND NOTE ( IN FEET) DATER LINES ARE ADDRESSED ON SHEENS C,2,2 —C28 (SEDER PLANS AND " PROFILES). ST1�RY DRAINAGE CONFLICTS DITH SANITARY SEDERS SCALE: 1 =20' AND F17RCE PAIN ARE ADDRESSED ON SHEETS IT'S THE LAWL- PROVIDE' POLLUTION RETARDANT BAFFLES' (PMY) AT ALL OVTFALL PIPES C22 —C28 (SEDER PLANS' AND PROFILES PROFILE VIEW: HORIZONTAL 1 " =20' VERTICAL 1 " =10' 1- 800 -432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. � DITHDV EACH CATCH BASIN. - - - - -X' __. _ __ ___ __ __ _____ ___ ___ _ ___ _ L ____ _ _ _ _-- ____._ ____ __ _____, _ ____; NED _. ;; � " '"°g' CITY OF SUNNY ISLES BEACH, FL PAVING, GRADING AND APPROVED RONNIE S. NAVARRO, P.E. FLORIDA REGISTRATION No. 67642 SCALE ��— SHEET — 20 !DATE _ _.. _ _ _ _ _. __ _ __- _ - -__ -_. __ _ __ I ___. _. _. - _ , � -- - __ __ __ _ _ _ _ i DRAWN -- - ®r �� 5�1�`V�/OI"8 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY DRAINAGE PLAN AND PROFILE P OJECT No R Os_ -489.3 4 C 1 _ _ __ _ ___ __ __ __.__.__ _ ___ _- I _ __._ _. _ __._ ____- - _ -.___ ,,DATE _ _ _._ _____ ___ .__ _ _. _ ______ 1 Fort Lauderdale, Florida 33318 CAD FILE __ __. __ CHECKED Phone: 954.921.7781 Fax 954.921.8807 AND UTILITY I I�P R O VE I�E N T S PROF.DWG _ _ ___ _ _ _ _ ____ _._ _____ NO DATE REVISION BY ! NO DATE REVISION BY DATE Certifioate of Authorization 614 ;DATE 05- 4893- C- STRM- OF 10 - i Won m 2 - m -2 - DATUM ELEV -6.00 Pl (349 J. 19 i r i i m i i tD NOTE, CALL 48 HOURS BEFORE YOU DIC IN FLORIDA NOTE NOTE: ST10" DRAINAGE CONFLICTS PITH SANITARY SEVERS, ffVAWE A[ALN AND VATER LINES ARE ADDRESSED ON SHEETS C22 —C28 (SEVER PLANS AND S?t'JRA! DRAINAGE CONFLICTS VI7H SANITARY SEVERS I 7IT'S t PROFILE S) �k. ow- PHALT MILLING AND RESURFACING AN AVERAGE DEPTH OF WILL BE REQJIRED " IS (ANTICIPATED FOR T FROM STA. 122 +2 IS WORK. (REFER TO TO STA, 124 +68. ECIFICAnONS) C22 —M (SEVER PLANS AND PROFILES) PROVIDE POLLUTION RETARDANT BAFFLES (PRR') AT ALL OUTFALL PIPES THE LAWI 1 -800- 432 -4770 PITHDV EACH CATCH BASIN 00or ail LSUNSHINE STATE ONE CALL OF FLORIDA, INC. Pl (349 J. 19 i r i i m i i 123+010 124 +00 STORM SEWER PROFILE 125+00 126+00 -10 l i --2 GRAPHIC SCALE 20 O 10 20 40 80 ( IN FEET ) SCALE: 1 " =20' PROFILE VIEW: HORIZONTAL 1 " =20' VERTICAL i " =10' tD NOTE, CALL 48 HOURS BEFORE YOU DIC IN FLORIDA NOTE NOTE: ST10" DRAINAGE CONFLICTS PITH SANITARY SEVERS, ffVAWE A[ALN AND VATER LINES ARE ADDRESSED ON SHEETS C22 —C28 (SEVER PLANS AND S?t'JRA! DRAINAGE CONFLICTS VI7H SANITARY SEVERS I 7IT'S t PROFILE S) ow- PHALT MILLING AND RESURFACING AN AVERAGE DEPTH OF WILL BE REQJIRED " IS (ANTICIPATED FOR T FROM STA. 122 +2 IS WORK. (REFER TO TO STA, 124 +68. ECIFICAnONS) C22 —M (SEVER PLANS AND PROFILES) PROVIDE POLLUTION RETARDANT BAFFLES (PRR') AT ALL OUTFALL PIPES THE LAWI 1 -800- 432 -4770 PITHDV EACH CATCH BASIN 00or ail LSUNSHINE STATE ONE CALL OF FLORIDA, INC. EE SHEET C26 FOR AR ESTORATION SHALL BE AS REQUIRING TRENCHING. ECUTITED IN ACCORDANC TRENCH CONSTRUCT101 WITH MIAMI DADE DER I AND PAVEMENT STANDARDS. DESIGNED & 4 DATE( iordano � ates �"� CITY OF SUNNY ISLES BEACH, FL !, APPROVED RONNIE S. NAVARRO, P.E. SCALE SHEET PAVING GRADING AND FLORIDA REGISTRATION No. 6642 " = 2 0' _ MATCH TO EXISTING G E ' PROJECT 05 N4893 DRAINAGE PLAN AND PROFILE — C15 Fort Lauderdale, - -_ _ � ___.{ _____._ _ - __ ___ _ ._._. CHECKED EXI!S77NG BRIDGE I TO R MANN ,, NO DATE REVISION BY NO DATE REVISION BY DATE Certificate of Authorization 514 05- 4893- C- STRM- PROF.DWG DATE OF ExlsnNC GRADE AT ROAD CL 0 0 o 123+010 124 +00 STORM SEWER PROFILE 125+00 126+00 -10 l i --2 GRAPHIC SCALE 20 O 10 20 40 80 ( IN FEET ) SCALE: 1 " =20' PROFILE VIEW: HORIZONTAL 1 " =20' VERTICAL i " =10' CALL 48 HOURS BEFORE YOU DIC IN FLORIDA NOTE NOTE: ST10" DRAINAGE CONFLICTS PITH SANITARY SEVERS, ffVAWE A[ALN AND VATER LINES ARE ADDRESSED ON SHEETS C22 —C28 (SEVER PLANS AND S?t'JRA! DRAINAGE CONFLICTS VI7H SANITARY SEVERS I 7IT'S t PROFILE S) AND flVRCE MAIN ARE ADDRESSED ON SHEETS C22 —M (SEVER PLANS AND PROFILES) PROVIDE POLLUTION RETARDANT BAFFLES (PRR') AT ALL OUTFALL PIPES THE LAWI 1 -800- 432 -4770 PITHDV EACH CATCH BASIN LSUNSHINE STATE ONE CALL OF FLORIDA, INC. t - -..- DESIGNED & 4 DATE( iordano � ates �"� CITY OF SUNNY ISLES BEACH, FL !, APPROVED RONNIE S. NAVARRO, P.E. SCALE SHEET PAVING GRADING AND FLORIDA REGISTRATION No. 6642 " = 2 0' _ _ _ ! DRAWN DATE , 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY ' PROJECT 05 N4893 DRAINAGE PLAN AND PROFILE — C15 Fort Lauderdale, - -_ _ � ___.{ _____._ _ - __ ___ _ ._._. CHECKED Phone: 954.921.7781 Fax 954.921.8807 AND UTILITY IMPROVEMENTS � CAD FILE �, ,, NO DATE REVISION BY NO DATE REVISION BY DATE Certificate of Authorization 514 05- 4893- C- STRM- PROF.DWG DATE OF ,'�l HORESH IW -TKM Tpq V STA. 10+48 CATCH BASIN No. 5 10' TE VW STRC (60� ALAN ,GIs I Y A, A[__)FJAN,' 1,,,l /_CONTRUQ*kffA9WX INV-EL 0.00 (SE) 4w10 TEMPO TO ERTINC.__. CONTRUCTION EASE IV AY PVMt ,4 r gA- 10417 LIMIT OF CONSTRUCTION' 'CATCH BASIN 4 ME 'r ST D 444PE 'r ST (72 RIM -EL 4.2 -EL -2.90 (SW�� M M A A R C 19 1 A 1 1� T IW t, - I -, I EL. EPA /- AR[_HJCIE1A RFV r1RU'_-,r EXISTING A -ILAN 7 (� �[ Iw'-EL: . -I , _ D AY PVML 1111111110- NO,' rol m 2 %q —2 mm- DA TUM ELEV —6.00 NOTE TO EXISTING fY�1 111 A1CH'jO EXISTING l-, 'A t_tRIVEWAY PMT. VMT. A yK MATCHH- TO-EXISTING RIVIEWAY PVM + . . . . . . . . . . 4w10 TEMPO TO ERTINC.__. CONTRUCTION EASE IV AY PVMt ,4 r gA- 10417 LIMIT OF CONSTRUCTION' 'CATCH BASIN 4 ME 'r ST D 444PE 'r ST (72 RIM -EL 4.2 -EL -2.90 (SW�� M M A A R C 19 1 A 1 1� T IW t, - I -, I EL. EPA /- AR[_HJCIE1A RFV r1RU'_-,r EXISTING A -ILAN 7 (� �[ Iw'-EL: . -I , _ D AY PVML 1111111110- NO,' rol m 2 %q —2 mm- DA TUM ELEV —6.00 NOTE TO EXISTING 8 _4A%k LO EXISTING i VD + 17� DRIVEWAY PVM;L, MATCH TO EXISTING DRIVEWAY PVMT.. MATCH TO EXISTING DRIVEWAY PVMT. ;Zl LIMIT OF CONSTRUCTION—\ J fY�1 111 A1CH'jO EXISTING 8 _4A%k LO EXISTING i VD + 17� DRIVEWAY PVM;L, MATCH TO EXISTING DRIVEWAY PVMT.. MATCH TO EXISTING DRIVEWAY PVMT. ;Zl LIMIT OF CONSTRUCTION—\ J RIM-EL. 4.50 '--1 lmk/-rl _') on (w\ STORM DMINAGE CONFaCTS WrM SMff"Y SEDERS, PVRCS M" AND )FATER LINES ARE ADDRESSED ON SHEETS C22-C28 (SEWER PLANS AND PROFILES). PROVIDE POLLUTION RETARDANT BAFFLES (PMY) AT ALL OVTFALL PIPES WT.PHBV EACH CATCH BASIN i V I %.F %.0 STORY SEWER PROFILE NOM S710" DRAINAGE CONFLICTS MY SANITARY SEVERS AND YVRCE JWN ARE ADDRESSED ON SHEETS C22-=8 (SEWER PUNS AND PROFILES) C". Gbrdow S Anodates, Inc. biginew SurvwM Flarm= 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS 11C/_7_UU 15+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) SCALE: 1"=20' PROFILE VIEW. HORIZONTAL 1"=20' VERTICAL 1"=10' PAVING APPROVED RONNIE S. NAVARRO, P.E. , GRADING AND FLORIDA REGISTRATION No. 67642 DRAINAGE PLAN AND PROFILE �;1101 16+00 ral m N —2 Im- me CALL 48 HOURS BEFORE YOU DIG IN FLORIDA' IT'S THE LAW!, I-V �SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE SHEET 1 20' PROJECT No 05-4893 C16 CAD FILE 05-4893-C - STRM -PROF. DWG nr A1CH'jO EXISTING l-, 'A t_tRIVEWAY PMT. VMT. A RIM-EL. 4.50 '--1 lmk/-rl _') on (w\ STORM DMINAGE CONFaCTS WrM SMff"Y SEDERS, PVRCS M" AND )FATER LINES ARE ADDRESSED ON SHEETS C22-C28 (SEWER PLANS AND PROFILES). PROVIDE POLLUTION RETARDANT BAFFLES (PMY) AT ALL OVTFALL PIPES WT.PHBV EACH CATCH BASIN i V I %.F %.0 STORY SEWER PROFILE NOM S710" DRAINAGE CONFLICTS MY SANITARY SEVERS AND YVRCE JWN ARE ADDRESSED ON SHEETS C22-=8 (SEWER PUNS AND PROFILES) C". Gbrdow S Anodates, Inc. biginew SurvwM Flarm= 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS 11C/_7_UU 15+00 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) SCALE: 1"=20' PROFILE VIEW. HORIZONTAL 1"=20' VERTICAL 1"=10' PAVING APPROVED RONNIE S. NAVARRO, P.E. , GRADING AND FLORIDA REGISTRATION No. 67642 DRAINAGE PLAN AND PROFILE �;1101 16+00 ral m N —2 Im- me CALL 48 HOURS BEFORE YOU DIG IN FLORIDA' IT'S THE LAW!, I-V �SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE SHEET 1 20' PROJECT No 05-4893 C16 CAD FILE 05-4893-C - STRM -PROF. DWG nr T. Fort Lauderdale, Floridan 33316 Phone: 954.921.7781 Fax 954.921.8807 Phone: 954.921.7781 Fax 954.921.8807 PLAN VIEW PLAN VIEW USF 4604 SLAB TYPE FRAME AND 6196 GRATE OR APPROVED EQUAL MANHOLE COVER USF 1117 OR APPROVED EQUAL JTFALL CURB INLET NG) TO BE FITTED SEE NOTE BELOW EL. ( +) 5.00 8' EL. + 4.00 POLLUTION RETARDAN BAFFLE _ EL. (+ 2.50 24" EXISTING OUTFAL INV. EL. - 0.48 )30" H.D.P.E. ( ) ( -) 2 5, INV. EL. .90 EL. ( -)4.40 8' 8" 4' -0' ' -0' 8 6' -0' SECTION A -A CONTROL STRUCTURE 1 DETAIL NOTE: A CURB INLET USING USF TYPE 51161 CURB & GUTTER INLET FRAME, HOOD AND USF 6019 GRATE CONFORMING TO FDOT TYPE 10 CURB SHALL BE FITTED TO CONFORM WITH THE PLAN. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER OF RECORD FOR APPROVAL. JTFALL NG) 12" HDPE INV. EL. ( +)1.50 EL. + 2. LUSH TO PAVEMENT USF 4604 SLAB TYPE FRAME AND 6196 GRATE OR APPROVED EQUAL MANHOLE COVER USF 1117 OR APPROVED EQUAL EL. ( +) 4.00 EL. + 3.00 EL. + 2 LLUTION RE DANT 1 15" H.D.P.E. B FFLE OUTFALL 12" PIPE EXISTING INV. EL. ( +) q �0.5 INV. EL. ( +) 0.11 -3.91 EL. ( -)3.80 8' P. E. 81 2' -0" 4' -0" r SECTION A -A CONTROL STRUCTURE 2 DETAIL NEOPRENE GASKET (SEE NOTE #3) C.A.P. HALF PIPE 3" FLOW 24 FLOW OUT (MIN.} IN 6" MIN. SEE NOTE 2 op z SIDE VIEW SOLID TOP (SEE NOTE #1)) O �/ 0 �i< I " V) O \� O Ld - ? oD Q \ i PIPE DIA. W' (IN) W2 (IN) T (GAUGE) H (IN) 15" 21 " 21 " 16 VARIES 18" 24" 24" 16 VARIES 21 " 30" 30" 16 VARIES 24" 30" 36" 16 VARIES 30" 36" 42 14 VARIES 36" 42" 48" 14 VARIES 42" 48" 54" 14 VARIES 48 54 60" 14 VARIES 54" 60" 66" 14 VARIES 1. RECTANGULAR STRUCTURE 2. ROUND STRUCTURE J ^ "'" ^' r, COVER USF 1 117 ,OVED EQUAL SECTION B -B U.S. PRECAST PRODUCT NO. 3 -7.9 OR APPROVED EQUAL "'^""'^' C_ COVER USF 1 117 1OVED EQUAL 8' 4'-Q- j 8'L. SECTION B -B 3" x 1/8" FLAT BAR TOP AND SIDES CONTINUOUS WELD WITH 1/2" MOUNTING HOLES 1/2 ROUND CORRUGATED ALUMINUM PIPE TYP. NEOPRENE GASKET TYP. (SEE NOTE #3) OPEN BOTTOM TOP VIEW SEE NOTE 7. RECTANGULAR STRUCTURE FRONT VIEW NOTES: 1. ALUMINUM SHEET OF SAME THICKNESS (GAUGE) AS PIPE SHALL BE WELDED TO CLO)SE OPENING AT THE TOP. 2. THE BOTTOM ELEVATION OFF THE POLLUTION RETARDANT BAFFLE MUST BE AT LEASIT 2' BELOW CONTROL ELEVATION. 3. NEOPRENE ADHESIVE BACKED GASKET, OR APPROVED EQUAL (1" x 2 ") SHALL BIE INSTALLED ON THE SIDES AND TOP OF ALL BAFFLES.. 4. POLLUTION RETARDANT BAFFLE TO BE FASTENED IN PLACE WITH 3/8 "x4" STAIMLESS STEEL "RED HEADS ", OR APPROVED EQUAL. 5. ALL EXFILTRATION TRENCHES SHALL HAVE A POLLUTION RETARDANT BAFFLE AT EACH CONNECTION POINT TO A STRUCTURE (SEE EXFILTRA-TION TRENCH DETAIL). 6. FIBERGLASS BAFFLES ARE NOT PERMITTED. 7. MOUNTING BRACKETS MAY BE ADDED TO FLAT BARS TO EASE INSTALLATION IN ROUND STRUCTURES. SPACING TO MATCH HOLES IN FLAT BARS. POLLUTION RETARDANT' BAFFLE DETAIL TOP VIEW ROUND STRUCTURE U.S. PRECAST PRODUCT NO. 3 -7.9 OR APPROVED EQUAL 2 BRICKS (MAX.) 2' -0" DIA. o M I CV N 8" 3'- 6" OR 4'- 0" 8" MANHOLE TOP NOTE: UNIT MAY BE PRECAST OR CAST IN PLACE CONCRETE CONSTRUCTION. WALL THICKNESS & STEEL SAME AS USED FOR SUPPORTING UNIT WALL. ECCENTRIC CONE MAY BE USED. * VARIES *5' -4" FOR 54" PIPE h 6' -0" FOR ALL OTHER SIZES _ - - -- #5 BARS CONCRETE SLAB REINFORCEMENT VARIES T t 2'_ DOWELS 18" O.C. -8" FOR 54" DIA. 12" FOR ALL OTHER 4'' .- 0 ., ` . \ PIPE SIZES r VARIES BEND PIPE 54" MIN. DIA. ,` STEEL INTO RISER REINF. CONC. INLET OR MANHOLE ON PRECAST CONCRETE RISER z )NAL REI or+rxJ IN TOP Z MANHOLE TOP SLAB PLAN (FOR MANHOLE) 420 S U.S. FOUNDRY RING & COVER (OR APPROVED EQUAL) GROUT -y/'/_f�-_ CATCH BASIN TOP SLAB PLAN (FOR CATCH BASIN IN VALLEY GUTTER 5112 -6143 IN ASPHALT 4155 -6210 IN F -CURB 5130 -6188) U.S. FOUNDRY FRAME & GRATE (OR APPROVED EQUAL) BRICK TO GRADE (2 MIN - 4 MAX) r. VARIES V) W 1 ADDITIONAL HOLES FOR PIPING REINFORCING ( SHALL BE MINIMUM 6" LARGER THAN PIPE O.D. AND SHALL BE CAST AT °O TIME OF FABRICATION 3/4" WASHED ROCK (ALL FDOT TYPE STRUCTURES ARE APPROVED.) PRECAST CATCH BASIN AND MANHOLE DETAIL FINISHED GRADE r!` N " BACKFILL PLACED AND COMPACTED; w FOR COMPACTION IN TRAFFIC AREA, �y SEE ROADWAY SPECIFICATIONS, AND > 90% MAX. DENSITY IN NON TRAFFIC AREA 6" MAXIMUM SIZE, IN 12" LIFTS. NO CONCRETE SLAB CAST IRON H -20 RATED GRATE I- 12" INLINE DRAIN CAST IRON H -20 RATED GRATE \-BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED 12" DRAIN BASIN NO CONCRETE SLAB REQUIRED -ILL MATERIAL SHALL BE HED STONE OR GRAVEL ZIAL MEETING CLASS 1 OR 2 :1ECIFIED IN ASTM D2321 �.. .., -ILL MATERIAL SHALL BE 18" DRAIN BASIN PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED f t i DESIGNED i DATE I APPROVED: RONNIE S. NAVARRO, P.E. '; SCALE SHEET Calvin, Gionhno A>fsocref, Inc. CITY OF SUNNY ISLES BEACH FL FLORIDA REGISTRATION No, 67642 ; __- ____ __ - - - - - - - -- t -- - -- - - -- __ DRAWN N .T. S . I Flamer: DRAINAGE DETAILS - - j 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY PR o5 N4893 C20 - BACKFILL PLACED AND COMPACTED TO t; _ CHECKED Fort Lauderdale, Florida 33318 _._ _ - - -- 21.8807 CAD FILE 2A 90% MAX. DENSITY. C? o _ AND UTILITY IMPROVEMENTS NO DATE REVISION BY NO DATE REVISION BEDDING MATERIAL Certificate of thorl anon 514 DATE. 05- 4863- C- DTLS.DWG OF MAX. WATER LEVEL PERMITTED DURING 12" PIPE -0. 12" UNDISTURBED STABLE NOTES: CONSTRUCTION MAX. D.- MAX. ROCK OR MATERIAL 1. WHERE SOIL CONDITION CANNOT BE MAINTAINED AS SHOWN 6. BACKFILL MATERIAL SHALL BE NON- COHESIVE AND NON - ABOVE, PROVIDE APPROVED MEANS OF CONSTRUCTION. PLASTIC SOIL THAT IS FREE OF ALL DEBRIS, LUMPS, WOOD 2. WHERE REQUIRED SHEETING AND SHORING SHALL BE IN BROKEN PAVING OR ANY ORGANIC OR UNSUITABLE MATERIAL. ACCORDANCE WITH THE LOCAL GOVERNMENTAL AGENCY. BACKFILL MATERIAL PLACED WITHIN 12" OF THE PIPE SHALL CONTAIN NO ROCKS OR STONES LARGER THAN 3 -1/2" INCHES 3. MUCK OR OTHER UNSUITABLE MATERIAL SHALL BE IN DIAMETER. NO ROCKS OR STONES LARGER THAN 6" IN COMPLETELY REMOVED. DIAMETER WILL BE PERMITTED IN THE REMAINING BACKFILL 4. WHEN THE PIPE IS LAID IN THE PREPARED TRENCH, TRUE UNLESS OTHERWISE SPECIFIED. TO LINE AND GRADE, THE PIPE BARREL SHALL RECEIVE 7. TRENCH BACKFILL SHALL BE COMPACTED TO NOT LESS THAN CONTINUOUS UNIFORM SUPPORT. WHERE NECESSARY, 90 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY COURSE SAND, PEA ROCK OR 3/4" LIMESTONE GRAVEL AASHTO T -180. BACKFILL AND COMPACTION SHALL BE IN SHALL BE USED TO PROVIDE UNIFORM BEDDING. ACCORDANCE TO THE STANDARD ENGINEERING DESIGN 5. JOINTS MAY BE REQUIRED TO BE WRAPPED AT THE REQUIRED BY THE LOCAL GOVERNMENTAL AGENCY. DISCRETION OF THE DISTRICT AND THE SITE CONDITIONS. TRENCH EXCAVATION DETAIL NO CONCRETE SLAB CAST IRON H -20 RATED GRATE I- 12" INLINE DRAIN CAST IRON H -20 RATED GRATE \-BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321 BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED 12" DRAIN BASIN NO CONCRETE SLAB REQUIRED -ILL MATERIAL SHALL BE HED STONE OR GRAVEL ZIAL MEETING CLASS 1 OR 2 :1ECIFIED IN ASTM D2321 �.. .., -ILL MATERIAL SHALL BE 18" DRAIN BASIN PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED f t i DESIGNED i DATE I APPROVED: RONNIE S. NAVARRO, P.E. '; SCALE SHEET Calvin, Gionhno A>fsocref, Inc. CITY OF SUNNY ISLES BEACH FL FLORIDA REGISTRATION No, 67642 ; __- ____ __ - - - - - - - -- t -- - -- - - -- __ DRAWN N .T. S . I Flamer: DRAINAGE DETAILS - - j 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY PR o5 N4893 C20 - DATE , _ CHECKED Fort Lauderdale, Florida 33318 _._ _ - - -- 21.8807 CAD FILE 2A - - AND UTILITY IMPROVEMENTS NO DATE REVISION BY NO DATE REVISION BY DATE Certificate of thorl anon 514 DATE. 05- 4863- C- DTLS.DWG OF #4 Bars Continuous *5 Bars Top Or 12" Returns ( Some Loc. Ref. n J 6 Bars Bottom Below C /0" 5± -� D;r 12" Returns, Each (Min.) #4 Bars. 6" cc, Top & Bottom C P',e " ecf /an Or 3' -6" G G 3' -6" " " e -Face Of Curb h'nare Flak / l l (( ( 3 4 Trans' SIoP � �- D or Span D or Span 2 - #4 Bar Tran #4 Bar GENERAL NOTES ��EE S�oPe [ :E IL �� m�m�mm�m��m 4x4 W4.0 x W4.0 - - 15 Bars, With Hooks, D or Span ° t mm m ® Welded Wire Fabric, � � � � � Direction Of mm mm�mmmm�m mm / � 6" cc, Bottom I. Endwall dimensions, locations and positions are for 0- 0- Predominate Flow ��m�m�m�mm�m�� 0 enin Bottom # Control Line (Clear Zone Limit) IL � 1_V/ m p e 4 Bar round and elliptical concrete pipe and for round � � � � � � m��m��m _ Centered A B _ I (Independent Of Front Slope) IT1LE11 EE[LEEITELfT� m ��m A M f� � 8 and pipe -arch corrugated meta pipe. Round concrete LLI�LLf�1�LLI�LLI�LLf�LL � f pipe shown. EELLELL�IL�LLEELL�� M J !•x 5 \OPe 2. Front slope and ditch transitions shall be in accordance *4 Bars. 12" cc Endf Of Pipe Fto�t with Index No. 280, II 611 ( Se:e Note 9) � P411 / Closed Stirrups 8" CC I Or 4x4 -W4.0 x W4.0 y F� 3. Endwa/ls may be cast in place or precast concrete. ( Three Sides ) } { Welded Wire Fabric y I ° 4" 8 4' Reinforcing steel shall be Grades 40 or 60, Additional TOP VIEW Const. Joint Permitted o 6" 24' 40" x 20' Control Point When reinforcement necessary for handling precast units Gll I 6' � See End View o � ` _ _ _ Slope Intercept shall be determined by the Contractor or the 36 C (Curb Box) 18 J" 6" 2 tt4 Bars Top & =-I 2 _ Bottom o (Enlarged) B I Outside Clear Zone supplier. Cost of reinforcement shall be included in i" r° *5 Bar Top & I the contract unit price for concrete, ( endwalls ). 35� (Frame J 178 „ FRONT VIEW I _ Bottom, L = l8 _ 4. All exposed corners and edges of concrete are �^ 35 (Grate) _i /7 #4 Bar (12" Legs) Const. Joint Permitted to be chamfered 8 ". I Adjustable Curb Box TOP VIEW TOP VIEW j " 17 3" (6" to 9" Curb Height) � � !Keyway & Dowels Required- 5, Concrete meeting the requirements of ASTM C478 d I Dowels #4 Bars, l8" With END VIEW (4000 psi) may be used in lieu of Class I concrete I _ _ I 9" Embedment o 12" Ctrs in precast items manufactured in plants which are _F_ - - - T For Bar Grade And STANDARD under the Standard Operating Procedures for the �� °5 Bars E Payment See Note 3.) inspection of precast drainage products. 44 Bars (Or Fabric 1 j -- - - --1\ ILOCA TION CONTROL 33 I� 3 "I 24 "(+ s.,J 1311 6. On outfall ditches with side slopes flatter than l:lz 36 #5 Bar END VIEW (ENLARGED) provide 20' transitions from the endwall to the flatter t �ll 3/" #6 Bar © 44 Bar side slopes, right of way permitting. 43 TRANSVERSE SECTION - --1 Wire Fabric TOP VIEW 7. For sodding around endwalls see Index No. 281. LONGITUDINAL SECTION optional Key optional Ke TIP E PIPE SPACING) 8. Payment for concrete quantities for endwalls In Lieu Of Dowels) I I (In Lieu 6" Dowels) ENDWALL DIMENSIONS (EXCLUSIVE OF MUL L skewed to the pipe shall be made an the following FRAME AND GRATE 3' -6" Or 4'-0" 6" 3'- 6" 6" basis: (Ba ttom Or Riser) (Bottom Or Riser) Endwall Skew To Pipe Use Tabulated Value SECTION AA SECTION BB 0° to 5° 0° X 6° to 15° l5° �I� (SEE NOTE 6 BELOW) (SEE NOTE 6 BELOW) X a Bottom Lug (2 Corners) (X =S) (X= S. Seca J 16° to 30° 30° 31° or over 45° 9, Pipe length plan quantities shall be based on the TOP SLABS i pipe end locations shown in the standard location T LL LL Approximate Debris Free Capacity rr control end view, or lengths based on special (0.02 Pavement Cross Slope J endwall locations called for in the plans. 7D l0. Payment for pipe in pipe culverts shall be based 3.0- FRONT VIEW FRONT VIEW on plan quantities, adjusted for endwall locations IL subsequently established by the Engineer. � � � � � � � � 02.0 4 ll. Endwalls to be id for under the contract unit / 0 S Interior price for Concrete Class I(Endwolls), CY. L Outside Pipe (Typ. ) FF NT 0 GENERAL NOTES 1. This inlet is primarily intended for locations with light to moderate flows where right of way does not permit the use of throated Curb Inlets Types I through 6. The typical application is on curb returns to city streets. The inlet grate is suitable for pedestrian and bicycle traffic. 2. This inlet to be located in vertical faced curbs such as Curb and Gutter Type F. Grate sha / /be oriented with vanes directed toward predominate flow. Inlet to be located outside pedestrian crosswalk where practical. 3. For structure bottoms see Index No. 200. For supplemental details see Index No. 201. Pipe f Typ.) I I I I r- 4. All steel in slab tops shall have I4q" minimum cover unless otherwise shown. Tops shall be either cast -in -place or precast concrete. Location Reference Line 1 LL�� LLLJJ�� LLL�LL ___ LLL�LL _ /00 90 80 a 60 50 5. For Alternate B applications, top slab openings shall be placed such that 2 edges of inlet frame will be located directly above bottom wall I (See Location Control Above) '� ' / EE IL EE IE EE � � I [L FT N� 0Intake � 0 Total (Y °) or riser wall. �� LLLL_��llll�� LLL�� -- -_- 6. When used on a structure with dimensions larger than those detailed above and risers are not applied, the top slab shall be constructed using EFFICIENCY CURVE Index 200 with the slab opening adjusted to 24 "x36 ". The "Special Top Slab" on Index 200 is not permitted. 7. Frame may be adjusted with one to six courses of brick, TOP VIEW H. Inlet and grate detail shown is Neenah R- 3067 -L. Vaned grates with approximately equal openings will be permitted that satisfy AASHTO H -20 loading. Inlet and grate shall be Class 30 castings in accordance with ASTM A48M. Grates shall be reversible, right or left, TOP VIEW 35 a 2 TOP VIEW � R NORMAL PIPE SKEWED PIPE = 111 l2 Equal Spaces 211 el, 3a'R LEGEND I Or Pipe Skew STRAIGHT CONCRETE ENDWALLS 60° CURB INLET TOP S Center To Center Pipe Spacing X Centerline To Centerline Dimension At Face Of Headwall SINGLE AND MULTIPLE PIPE Y 811 See Detail A See Detail B ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE / of 2 250 GRATE DETAIL SECTION DETAIL A DETAIL 8 I of I 2/4 DATA AND ES TIMA TED OUANTI TIES FOR ONE ENDWALL rA ROUND CONCRETE AND CORRUGATED METAL PIPE ENEVAN Opening Area (SF) Dimensions Cllass I Concrete (CY) Class I Concrete (CY) Number And Tylpe Of Pipe And Skew Angle Of Pipe Single Double Triple Quadruple D /511 Number p Pipes 8'-0" A I' -ll' 2' -2" 2' -5" 1 2' -8" 1 Z -11" 3' -2" 3 ' 8" 4' -2" 4'-6" 5' -2" B 1' -2 1' -3" 1 " / -4 1' -411 /'-5"16'-0" 1' -6" 1'-8" l' -l0" 2' -1" 2' -6" C 4' -0' 4' -6" " 5' -0 5'-6" 6' -6" 7' -6" 8' -6" 9' -6" 10' -6" E 1'- 10 l' Il" 2' -0" 2' -0" 2' -1" 2' -2" 2'-4" 2' -6" 2'-9" 3' -2" GENERAL NOTES 1. This inlet is primarily intended for locations with light to moderate flows where right of way does not permit the use of throated Curb Inlets Types I through 6. The typical application is on curb returns to city streets. The inlet grate is suitable for pedestrian and bicycle traffic. 2. This inlet to be located in vertical faced curbs such as Curb and Gutter Type F. Grate sha / /be oriented with vanes directed toward predominate flow. Inlet to be located outside pedestrian crosswalk where practical. 3. For structure bottoms see Index No. 200. For supplemental details see Index No. 201. Pipe f Typ.) I I I I r- 4. All steel in slab tops shall have I4q" minimum cover unless otherwise shown. Tops shall be either cast -in -place or precast concrete. Location Reference Line 1 LL�� LLLJJ�� LLL�LL ___ LLL�LL _ /00 90 80 a 60 50 5. For Alternate B applications, top slab openings shall be placed such that 2 edges of inlet frame will be located directly above bottom wall I (See Location Control Above) '� ' / EE IL EE IE EE � � I [L FT N� 0Intake � 0 Total (Y °) or riser wall. �� LLLL_��llll�� LLL�� -- -_- 6. When used on a structure with dimensions larger than those detailed above and risers are not applied, the top slab shall be constructed using EFFICIENCY CURVE Index 200 with the slab opening adjusted to 24 "x36 ". The "Special Top Slab" on Index 200 is not permitted. 7. Frame may be adjusted with one to six courses of brick, TOP VIEW H. Inlet and grate detail shown is Neenah R- 3067 -L. Vaned grates with approximately equal openings will be permitted that satisfy AASHTO H -20 loading. Inlet and grate shall be Class 30 castings in accordance with ASTM A48M. Grates shall be reversible, right or left, TOP VIEW 35 a 2 TOP VIEW � R NORMAL PIPE SKEWED PIPE = 111 l2 Equal Spaces 211 el, 3a'R LEGEND I Or Pipe Skew STRAIGHT CONCRETE ENDWALLS 60° CURB INLET TOP S Center To Center Pipe Spacing X Centerline To Centerline Dimension At Face Of Headwall SINGLE AND MULTIPLE PIPE Y 811 See Detail A See Detail B ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE / of 2 250 GRATE DETAIL SECTION DETAIL A DETAIL 8 I of I 2/4 DATA AND ES TIMA TED OUANTI TIES FOR ONE ENDWALL rA ROUND CONCRETE AND CORRUGATED METAL PIPE DIAMETER Opening Area (SF) Dimensions Cllass I Concrete (CY) Class I Concrete (CY) Number And Tylpe Of Pipe And Skew Angle Of Pipe Single Double Triple Quadruple D /511 Number Of Pipes 8'-0" A I' -ll' 2' -2" 2' -5" 1 2' -8" 1 Z -11" 3' -2" 3 ' 8" 4' -2" 4'-6" 5' -2" B 1' -2 1' -3" 1 " / -4 1' -411 /'-5"16'-0" 1' -6" 1'-8" l' -l0" 2' -1" 2' -6" C 4' -0' 4' -6" " 5' -0 5'-6" 6' -6" 7' -6" 8' -6" 9' -6" 10' -6" E 1'- 10 l' Il" 2' -0" 2' -0" 2' -1" 2' -2" 2'-4" 2' -6" 2'-9" 3' -2" F 1'-2 I' 3" ll !' -4 1' -4" 1'-5" l' -6" 1'-8` 2'-0" 2'-0" 2'-3" G 0' -6' P -0" / " 1 -6 2' -0" 1 2' -6" 3' -0" 4'-0" 5'-0" 6' -0" 7' -0" S 2'-7 11 2' -10" 3' -2" 3' -5" 3' -l0" 4'-3" 5' I" 6'-0" 6'-9" 7' -8" ° 0 2 -7 2' -10" " 3' -2 3' -5" 3'-IO" 4' -3" 5'-/" 6'-0" 1 6' -9" 7' -8" 15 ° 2`8"1 2' -11" I " 3 -3 3'-6" 4' -0" 4' -5" 5'-J" 6'-3' r -O' 7' -1l' X 30 ° 3' -0" 3'-3" 3'-8"14'-6" 3' -1I" 4'-5" 4' -11" 5' /0" 6' -11" 10" 8' -10" 45° 3 1-811 4' -0" 4' -10" 51`5" 6' -0" 7'-2" 8'-6" 9' -7" 10' -l0" Concrete 0° 1,23 1,56 /.97 2.24 2.73 3.26 4.53 6.33 8.15 I1.7/ Metal 0° 1.24 1.59 2.29 3.34 4,64 6.49 8.38 11,77 0° 1.59 1.99 2,82 4.13 5,73 8.11 10.40 15.2315.35 Concrete 15 1.60 2.04 2.84 4.16 5,77 8,17 10,48 3o'1450 1,65 11.74 2,061 2.91 4.26 5.92 8.39 10.75 15.78 ° 2.F7 3.06 4.49 6.23 8.85 11.33 16.69 ° 0 1.62 2,04 2.91 4.28 5.95 8.43 10,65 Metal I5° 1.63 2.06 2.93 4.31 6.00 6.50 10.94 ° 30 1,68 2.11 3.01 4.43 6,15 8.73 11.23 ° 4 45 1,.78 2.1.23 33.17 4,4.67 65.49 9).23 11,1,87 0 ° 1.94 2.43 3.39 4.98 6,92 9.9010,02 12.6412.80 18,77 Concrete 15 1.96 2.46 3.43 5.04 7.00 19.02 30° 2,05 2.56 3.57 5.25 7.29 10.45 13.3414,50 19.86 45° 2.23 2.79 3.87 5.69 7.9/ /1.38 21.69 0° 1.99 2,5/ 3.52 5.20 7.25 10.38 13.34 Metal 15'130* 2.021 2.54 12.65 3.56 5.27 7.34 10.52 13.51 2.41 13.71 5.49 7.65 /0.98 14.11 45° 2.30 2.89 4.03 5.97 8.33 11.99 15,39 Concrete 0° 2.30 2.86 3.97 5.84 8.13 11,68 14.89 22.29 I5° 2.34 2.91 4,03 5,93 8.26 11,87 15.13 2.6623.9 30° 2.47 3,06 4.24 6.24 8.69 )2.51 15.93 ° 45 2.74 3.40 4.69 6,91 9.62 /3.89 17.68 26.67 0° 2.371 2,961 4,14 6./3 8.57 /2.32 15.8216.08 Metal l5° 2.41 3.01 4.20 6.23 8,11 /2.52 30° 2.75 3.47 4,43 6.56 9.18 13.22 16.97 45° 2.84 3.53 4.91 7.29 10.20 14.73 18.90 D /5" 18" 2411 24" 27" 30" 36" 42" 48" 54" I 1,23 2 1 2,46 1 3.54 4,82 6.28 7.96 9.82 14.14 19.24 25.14 3/.80 3 3.69 1 5.31 7.23 1 9.42 1 11,94 14,73 21.24 28.86 137.71 47,70 4 4.92 7,08 9.64 12.56 15.92 19.64 28.28 38.48 50.28 63.60 18" 1.77 ll 21 2.41 24" 3.14 3.98 4.91 7.07 9.62 27" 30" 36" 42" 48" 12.57 4 /5.90 kL4" 30 0 45 ° 0 0° 15 30 ° 45 ° 0 ° l5° 30 ° 45 ° 0 ° /5 30° 45° 1711 13 /d 2.2 3.3 4.4 P -9 /' -2" 3'-!0 I' -10 P-2" 0' -4 2'-6" 2' -6" 2' -7" 2'-11" 1-6" 1.16 1.47 1.48 /.52 11.60 21,7822.6625,18 28.46 1.78 1.80 11.88 12.04 26.44128.06 2.09 #8 Bars ° *4 Bar Each Corner Type C 3' -l" Type C 2' -0" Type D 4'-I" Type D 3' -1" Type E 4' -6" ~_ Type E 3'-0" Centered Inlet ll � II Structure Bottom I h 2 way Reinforcement 8 See Tables Below 0 ca q) 8// 61.01/ Z,_VCII pll Unless Otherwise (J m Unless Otherwise V Shown On Plans Shown On Plans a See Index No. 200 for structure bottom details and hole reinforcement. � m AL T . B STRUCTURE 80 T TOM FOR CORRUGATED METAL PIPE ARCH DIAMETER OPENING SIZE Opening Area ( SF ) MIN. Class I Concrete (CY) 4' -0" 2'-0" x Y -l" Approx. B J Centered Opening - See Table Below For Dimensions 2' -0" x 3'-I" __Z 6' -0" 2' -0" x Y -I" 3' -0" x 4' -4" 8'-0" 2' -0" x 3'-l" Number Of Pipe And Skew Angle Of Pipe G S ( SF) Dimensions Double Triple Equiv. 81 < 18' 9.0 C Pipe 1 Span Rise Round Span Rise Number Of Pipes 0° 0° 15° 30° 45° 0° /5° X Single Double Triple Quadruple 45° 12" 14" 19" 241, 29" 34" 38" 43" 48" Pipe 1 1.3 1 1.8 3.3 5.1 7.4 10.2 12.9 16.6 20.5 2.6 3.6 6.6 10.2 14.8 20.4 25,81 33.2 41.0 A B C E F 2 way Reinforcement 8 See Tables Below 0 ca q) 8// 61.01/ Z,_VCII pll Unless Otherwise (J m Unless Otherwise V Shown On Plans Shown On Plans a See Index No. 200 for structure bottom details and hole reinforcement. � m AL T . B STRUCTURE 80 T TOM FOR CORRUGATED METAL PIPE ARCH DIAMETER OPENING SIZE Opening Area ( SF ) MIN. Class I Concrete (CY) 4' -0" 2'-0" x Y -l" Approx. 5' -0" 2' -0" x 3'-I" Opening Area 6' -0" 2' -0" x Y -I" 3' -0" x 4' -4" 8'-0" 2' -0" x 3'-l" Number Of Pipe And Skew Angle Of Pipe G S ( SF) Dimensions Double Triple Equiv. 81 < 18' 9.0 C Pipe 1 Span Rise Round Span Rise Number Of Pipes 0° 0° 15° 30° 45° 0° /5° X Single Double Triple Quadruple 45° 12" 14" 19" 241, 29" 34" 38" 43" 48" Pipe 1 1.3 1 1.8 3.3 5.1 7.4 10.2 12.9 16.6 20.5 2.6 3.6 6.6 10.2 14.8 20.4 25,81 33.2 41.0 A B C E F G S O' -3" 8J l'-7 2' -9" 3'-6" 5' -3" 7' -2" Z -10" 3'-5" 4'-2" 5'-2" 6'-0" 7' -11" 8' -l0" 9'-9" 2'-10" 3' -5" 4'-2" 5'-2"15'-4" 6' -0" 7' -1" P -41" 8' -l0" 9' -9" I 2 3 4 0 /5 ° 30 0 45 ° 0 0° 15 30 ° 45 ° 0 ° l5° 30 ° 45 ° 0 ° /5 30° 45° 1711 13 /d 2.2 3.3 4.4 P -9 /' -2" 3'-!0 I' -10 P-2" 0' -4 2'-6" 2' -6" 2' -7" 2'-11" 1-6" 1.16 1.47 1.48 /.52 11.60 21,7822.6625,18 28.46 1.78 1.80 11.88 12.04 26.44128.06 2.09 2.12 2,23 2.48 17" 13" 1 l5" 21" l5" /,6 3.2 4.8 6.4 /' - //" P -2" 4' 3" /' /0" I' -2" 0'-9" 2' -10" 2' l0" 2' !l" 3' 3" 4' 0" 1.33 1,69 1.70 1.75 1.84 2.04 2.06 2,15 2.33 2.40 2.44 2,57 2,84 21" 15" 1 18" 28" 20" 2.8 5.6 8.4 11.2 2'-4" 1'-3" 5'-2" 1' -ll" 1' -3" P -8" 3' -5" 3'-5" 3' -6" 3' -11" 4' -10' 1,78 2,31 2.33 2.39 2.53 2.83 2.87 2.99 3.26 136 13.42 760 14. 01 1 28" 20" 1 24" 35" 24" 4,3 8,6 12.9 17.2 2'-8" 1' -4" 51 _/4 " 2' -0" 1' -4" 2`251" 4' -0" 4' -0" 4'-2" 4'-7" 5' -8" 2.34 3.03 3.05 3,14 13.32 3.72 3.77 3,93 14.29 4.40 14.47 4.72 5.25 35" 24" 1 30" 42" 29" 5.9 11.8 17.7 123.6 3' -/" P-5" 6`10J" 2' I" l' S" 3' 4 4'-9" 4'-9" 4' -ll" 5'-6" 6'-9" 3.13 4.0614-09 4,20 4.45 4,99 5.06 5.28 5.76 5.93 6.03 6,36 7.09 42" 29" 36" 49" 33" 8.4 16,8 25.2 33.6 3' -5" P -6" 7' -8" 2' -2" 1' -6" 4' -2" 5' -6" 5' -6" 5' -8" 6' -4" 7' -9" 3.83 5.00 5,04 5.18 5.48 6.16 6.24 6.52 7.12 7.32 7.44 7.86 8.76 49" 33" 42" 57" 38" 10.6 2/.2 31,8 42,4 3'-10" 1' -7" 8' -7Q' Z -3" 1' -7" 5' -If 6-4" 6' -4" 6' -7" P -4" 6' -11" 4.87 6.3/ 6.36 6.53 6.9/ 7.74 7.84 8.18 8.93 9.18 9.33 9.85 10.96 57" 38" 48" 64" 43" 13.2 26.4 39.6 52.8 4'-3" 1'-8" 9' -6 ' 2'-4" 1'-8" 6' -0 ' 7'-1" 7'-l" 7'-4" 8'-2" l0' -0" 5.88 7.64 7.70 7.91 8.37 9.40 9.52 9.94 /0.86 /1.15 11.33 11.97 13.33 64" 43" 54" 7l" 47" 16.9 33.8 50.7 67.6 4' 7" l' !0" /0' 4' 2' -6" 2' -0" 6' -10" 7'-10" 7' -l0" 8' -l" 9' -1" Il' l" 7.80 10,15 /0.23 /0.51 11.12 12.49 12,65 13.22114.43' 3.22 /4.43 14,85 /5,10 15.94 17.77 71" 47" 60" A #8 Bars INLETS TYPE C, D & E TOP ELEVATION Nate: Use the guidelines of General Note No. 8 for selecting ° tabular ouantlNes. n TOP SLAB OPENINGS DIAMETER OPENING SIZE Opening Area ( SF ) MIN. MAX, 4' -0" 2'-0" x Y -l" 2'-0" x 3'-I" 5' -0" 2' -0" x 3'-I" 3'-I" x 4'-1" 6' -0" 2' -0" x Y -I" 3' -0" x 4' -4" 8'-0" 2' -0" x 3'-l" 3' -0" x 4'-4" 00 m TOP SLAB REINFORCING DIAGRAM oa a- �` 6" For 9 -" Thick Slab o __ 8" For ll " Thick Slob U_ rn #8 Bars 2 Way Reinforcement 1 T"'. C 3' -I" See Tables Below Type D 4'-6" 8 Type E 4 6" B SEC TION BB Top Slab With Centered Opening Round Structure Bottom See Index No. 200 For Structure O Bottom Details and Hole Reinforcement. TYPE C 4' -0" TYPE D 6'-0" 8" TYPE E 6' -0" 8" (Minimum Diameter Unless Otherwise Shown In The Plans ) STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE CONCRETE ELLIPTICAL PIPE SCHEDULE GRADE 60 OR 65KSII OR ( WIRE FABRIC) In 2 /ft Opening Area ( SF ) Dimensions Class I Concrete ( CY Rise Span Approx. Equiv. Round Number Of Pipe And Skew Angles Of Pipe Rise Span Number Of Pipes A 8 C E F G S X Single Double Triple Quadruple 81 < 18' 9.0 C Pipe 1 2 3 4 0° l5° 30° 45° 0° 0° 15° 30° 45° 0° /5° 30° 45° 0° I5° 30° 45° 12" 14" 19" 241, 29" 34" 38" 43" 48" 18" 23" 30" 38" 45" 53" 60" 68" 76" 1 1.3 1 1.8 3.3 5.1 7.4 10.2 12.9 16.6 20.5 2.6 3.6 6.6 10.2 14.8 20.4 25,81 33.2 41.0 3.9 5.4 9.9 15.3 22.2 30.6 38.71 49.8 61,5 5.2 7,2 13,2 20.4 29.6 40,8 51.6 66.4 82.0 1' -8" I' -l0" 2' -3" 2' -8" 3' -1" 3'-6" 3'-10" 4' -3" 4' -8" 1'-2" /' -3" 1' -4" P -5" !' -6" P -T" !' -8" l' -l0" 2' -1" 3' -9" 4'2 5' -115° 6' -3" 7'-0" 7' -Hy" ' 8'-9" 9' -8j" l0' -8" l' -l0" /'-!I" 2' -0" Z -1" 2'-2" 2' -3" 2'-4" 2'-6" 2'-9" I' -2" !' -3" l' -4" l /' -5" !' -6" l' -7" 1' -8" l'- l0 "6'-2j 2'-0" O' -3" 8J l'-7 2' -9" 3'-6" 5' -3" 7' -2" Z -10" 3'-5" 4'-2" 5'-2" 6'-0" 7' -11" 8' -l0" 9'-9" 2'-10" 3' -5" 4'-2" 5'-2"15'-4" 6' -0" 7' -1" P -41" 8' -l0" 9' -9" 2'-I1" 3' -6" 4'-4" 6' -3" 7'-4" 8' -2" 9'-2" IO'-l" 3'-3" 3' /!" 4' -10" 6' -0" 6'-1111 8'-2" 9' -2" 10' -2" 1/1 -3" 4' -0" 4'-I0' 5' -ll" 7'-4" 8'-6' l0' -0" 11'-2" 12' -6" 13' -9" 1,09 1.36 1.89 2.64 3.32 4.24 5.22 6.63 8.66 1.45 1.82 2.55 3,55 4.48 -5.7615.8116.00 7.16 9.0/ /1.74 1.46 1.84 2.57 3.58 4.52 7.23 9.09 11.85 1.51 /.89 2.65 3.69 4,66 7.46 9.38 12.22 1.60 2.01 2.82 3.93 4,96 6.39 7.96 10.00 13.02114.82 1.80 2.29 3.22 4,48 5.64 7.29 9./0 11.39 1.82 2.32 3.27 4.54 5.72 7.40 9,24 /1.56 15.04 /.9/ 2.43 3.43 4.77 6.00.6.601 7.7618.551 9.70 /2.13 15.77 2.09 2.68 3.77 5.24 /0.7! /3.36 17.37 2.16 2.75 3.88 5.39 6.80 8,81 141.05 !3.7714,02/4.8816.73 17.91 2.20 2.80 3.95 5.49 6.92 8.97 1/.25 18.23 2.33 2.97 4.19 5.82 7,34 9.52 11.95 /9.34 2.60 3,33 4.70 6,53 6.24 10.70 13.46 21,74 /2" 14" 19" 24" 29" 34" 38" 43" 48" l8" 23" 30" 38" 45" 53" 60" 6B" 76" 1 15" 18" 24" 30" 36" 42" 1 48" 54" 60" 53" 58" 83" 91" 24.8 29.5 49.6 59.0 74.4 88.5 99.2 118.0 5' -/" 5' 6" 2'-6" 2' -l0" 11' -7" 12' 6 3'-2" 3' 6, 2'-6" 2' -l0" 8'-1" 9' -O� 10'-7" I!' 4" l0' -7" 11' -4" 10'- l! "12' Il' -9" -3" 13'-1" 15'-0" 16'-0" 12.50 16.46 16.98 22.26 16.98 2,46 17.67 23./6 18.83 24.6628.0 21.4( 21,7822.6625,18 28.46 29.85 2.85 25.97 33.8534.4636.55 26.44128.06 31.55 41.05 53" 58" B3" 91" 66" 72" BY NO DATE REVISION DESIGNED - DATE DRAWN DATE CHECKED BY DATE E SIN'Vl�A01'f p11Nws 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921,8807 Certificate of Authorization 514 TOP ,SLAB REINFORCING SCHEDULE SCHEDULE GRADE 60 OR 65KSII OR ( WIRE FABRIC) In 2 /ft A 0.20 B 0.24 C 0.37 D 0.53 E 0.73 F /.06 G 1.45 TOP SLAB WITH CENTERED OPENING SLAB DEPTH SLAB THICKNESS REINFORCING (2 WAYS) SCHEDULE SIZE: 4' -0" • 0.5' -40' gill C SIZE: 5' -0" • 0,5' <30' 92 C 30' -40' 9z" D SIZE. 6'-0" 0.51<81 91" B 81 < 18' 9.0 C 18'<30' 92-" D 30'<37' 9" E 37' -40' 92' G SIZE: 8'- 0" 0.5< 9' // 2 ° C 9'< 15' a �„ 0 15'<23' 11 ' II E 23'<33' E 33'-40' // z " G SECTION AA 2 of 2 250 ALT. A STRUCTURE BOTTOM FOR INLETS TYPE C, D AND E 5 of 5 232 E in 1� N Dia, Varies (12" Std.) � 4" Galvanized Hardware Cloth No. 4 Coarse Aggregate 2' x 2'x 2' Filter Fabric NOTE: Sump bottom appropriate for all manhole and inlet types. Cost for sump bottom to be included in the contract unit price for inlet or manhole. SUMP 80 T TOM DI TCH 80T TOM INLETS TYPES C,D,E & H CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY i AND UTILITY IMPROVEMENTS PAVING AND DRAINAGE DETAILS RONNIE S. NAVARRO, P.E. FLORIDA REGISTRATION No. 67642 SOURCE: FDOT INDEX 2006 SCALE SHEET N.T.S. _ PROJECT No 05 -4893 C21 CAD FILE 05- 4863- C- DTLS.DWG OF a STA 101 +43 STA: 103+97 T I '51 A D: SAN. M.H. No. 6 1 -) A SAN M.H. No. 48* DIA. STRU 48" DIA. STRUCTURE STA. 102+56 5 48" DIA. STRUCTURE SAN. M.H. No. 5B CT E RIM-EL. 4.58 RIM-EL. 4.81 INV-EL. +0.12(E) RIM-EL 4.31 INV-EL. -1.04(E) SEWER METER CONNECTION SEWER METER CONNECTION INV-EL, -0.33(W) INV-EL. -0.97(W) SEE MDWASD DETAIL SS 1.0 SEE MIDWASD DETAIL SS 2.0 INV-EL. -0.41(E) SEWER METER CONNECTION STA = 104+91 STA = 101+43 SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 OFF = -29.72 OFF = -31.32 SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 SEWER METER CONNECTION STA = 103+99 SEE MDWASD DETAIL SS 1.0 STA = 102+64 SEE MDWASD DETAIL SS 1.0 OFF = -30.01 - STA = 102+23 OFF = -3006 STA I0.3+02' OFF . -29-68 OFF = -29.55 10094 ........ I? CONS 4 TRIXTION a4sE uNE ArZA E 101+00 A7 BL vD COWRUCION E LIN 8p PK QE 113 LF 0 0 40X + IT Nv_ C ION 1E 1111 1 Q;4 gg ATLANTIC BLVD. ............. . ................ ......... 0 d, ------------ 0 �SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 SEWER METER CONNECTION N STA = 104+42 SEE MDWASD DETAIL SS 1.0 -SEE MDWASD DETAIL SS 1. ON SEWER METER CONNECTION OFF = 30.08 A i �rC 1 V`) SEWER METER CONNECTION SEWER METER CONNECTION STA = 102+30 STA - 102+72 SEE MDWASD DETAIL SS 1 .0 SEE MDWASD DETAIL SS 1.0 OFF 28.82 OFF - 21,79 STA = 103+51 STA = 104+18 OFF = 29.17 OFF = 30.37 7 0 R I W DICNF 3 4 A 3 _AN TIC OLVD FT'F -c C I_A , L D V� i. " I i () V ' ' L11 ANTIC BLVD 2FVIJ ON 12 2 501 -2 on- Eno DATUM ELE V 1 1 -8.00 100+00 101+00 SAN MH 0 101 RIM El - EV - A,' INV=O. 12 Out -0.34% + io iii FINISHED GRADE 0 ROAD CEWERLINE 81 PVC OF III LF 102+00 + g + 9 .-Cp V, U. O)l SAN Mt.0 102+56 RIM _L v r In (W) .33 = 1 I INV=- INV= , 41 Out (E) GRADE PIPE T.O.P. EL. - 0.12 !Tmnmm� mem-_ 80 PVC OF 141 LF @ 0.40% 103+00 SANITARY SEWER PROFILE SAN MH 0 10+� RIM EtEV m 4.81 INV=-0.97 In (w) INV=-1,04 Out (E P_ SEWER METER CONNECTION SEE MDWASD DETAIL SS I STA = 105+18 OFF = -31.34 •P�OF273LF00.40X m rn rlogo - Nm ffl cp In w4 w4 • SEWER METER CONNECTION 0 SEE MDWASD DETAIL SS 1.0 wa STA = 105+12 0 OFF = 28.24 • o ro-1- 4 2 T.O.P. EL = -0.78-\ io 4-ii _j 8' PVe Or 2 3 rF g D.40% 4- C 6 - U11) -to C) + 4� + co g _j -2 ll + A + + T io -4 104+ 00 105+00 in in \ II NOTE.' L EMTMG AM PROPOSED )PATER SYSTEM IS OWNED AND GRAPHIC SCALE CALL 48 HOURS BEFORE YOU DIG IN FLORIDA_ MAINTAINED BY THE CITY OF NORTH MIAMI BEACH 20 0 10 20 40 80 IN FEET IT'S THE LAWIr SCALE: 1"=20' 14M-432-4 SUNSHINE STATE ONE CALL OF FLORIDA, INC. DESIGNED RSN Caw, C*r&w CITY OF SUNNY ISLES BEACH FL WASTEWATER !'APPROVED RONNIE S. NAVARRO, P.E. FLORIDA REGISTRATION No, 67642 SCALE SHEET 1))=20' - - _ ------ - - ------ DATE 1 ORA%" 02/2006 RSN I -Stwvqm magNm GRAVITY SYSTEM 1: PROJECT No Z 2 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY 05-4893 ��DATE ;CHECKED 0 2/2006 J. Fort Lauderdale, Florida 33316 Phone: 954.921.7761 Fax 954.921,8807 AND U TILITY IMPROVEMENTS PLAN AND PROFILE CAD FILE 05-4893-C-SSSWR-PLAN.DWG -------- - ---- NO DATE REVISION BY i NO DATE I REVISION BY DATE 02/2006 Certificate of Authorization 514 1 DATE OF \ II Y1 I "'HI Ar: 3111 ATLA O C 44 wo T low too ul WW NZ 4 tu UA Cc low SEWER METER CONNECTION -SEE ,WWASD DETAIL SS 1.0 STA = 12+54 OFF = -32,44 SEWER M R CONNECTION SEWER METER CONNECTIOgE MDWASD DETAIL SS 1.0 SEE MDWASD DETAIL SS 1.0 A 6+48 /-STA = 105+83 TA 1119,90 OFF -29.53 0 0 CONSTRUCTION LINE WR- CONS 9S E I 108+00 rn- 0 j07+,00 A TLAAr7 BLVD 06+00 SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 SEWER METER CONNECTION STA - 107+45 SEE MDWASD DETAIL SS 1.0 OFF - 30,11 STA - 1(07+15 SEWER METER CONNECTION OFF 30.20 \\-SEE MDWASD DETAIL SS 1.0 A STA = 105+92 A- OFF = 29.94 EFI.NE S A C0 S I 4 A] -AN iiL i' i A, CF.1? V'A ARENCIB!A REV IN I TRUST & E =RIC ARENCIt3iA REV ICJ' TPUST ATLANTIC 63LVD SEE SHEET C26 FOR CONTINUATION e0000, - STA: 12-42 SAN. M.14. No. 3 48" DIA. 1; STRUCTUR - - -- RIM-EL.' "'5.00 INV-EL. �'-2.70(SE) INV-EL. ;-2.60(NE) SEWER METER CONNECTION EE MDWASD DETAIL SS 2.0 STA = 108+77 OFF = 30.81 109+00 ATLANTIC BL VD. 1 1 STA: 111+19 SAN. M.H. No. I 48* DIA. STRUCTURE RIM-EL. 4.82 + INV-E'-. -4.06(W) Ift 10 A : 8- SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 STA. 106+70 6 4 0 -6- DATUM ELE V STA = 11+91 SAN. M.H. No. 4 48' DIA. STRUCTURE OFF = -29.45 RIM-EL. 4.57 `. z' F i INV-EL. -2.13(W) 6 4 0 -4 -6 8 INV-EL. -2.19(E) SEWER METER CONNECTION -SEE ,WWASD DETAIL SS 1.0 STA = 12+54 OFF = -32,44 SEWER M R CONNECTION SEWER METER CONNECTIOgE MDWASD DETAIL SS 1.0 SEE MDWASD DETAIL SS 1.0 A 6+48 /-STA = 105+83 TA 1119,90 OFF -29.53 0 0 CONSTRUCTION LINE WR- CONS 9S E I 108+00 rn- 0 j07+,00 A TLAAr7 BLVD 06+00 SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 SEWER METER CONNECTION STA - 107+45 SEE MDWASD DETAIL SS 1.0 OFF - 30,11 STA - 1(07+15 SEWER METER CONNECTION OFF 30.20 \\-SEE MDWASD DETAIL SS 1.0 A STA = 105+92 A- OFF = 29.94 EFI.NE S A C0 S I 4 A] -AN iiL i' i A, CF.1? V'A ARENCIB!A REV IN I TRUST & E =RIC ARENCIt3iA REV ICJ' TPUST ATLANTIC 63LVD SEE SHEET C26 FOR CONTINUATION e0000, - STA: 12-42 SAN. M.14. No. 3 48" DIA. 1; STRUCTUR - - -- RIM-EL.' "'5.00 INV-EL. �'-2.70(SE) INV-EL. ;-2.60(NE) SEWER METER CONNECTION EE MDWASD DETAIL SS 2.0 STA = 108+77 OFF = 30.81 109+00 ATLANTIC BL VD. 1 1 STA: 111+19 SAN. M.H. No. I 48* DIA. STRUCTURE RIM-EL. 4.82 + INV-E'-. -4.06(W) Ift 10 110+00 ECONSTRUCTION WE LINE 8" PVC OF 277 LF a 0.40% J-A SEWER METER CONNECTION SEE MDWASD DETAIL SS 2.0 STA = 110 +08 OFF = 30.98 Ti H6,M",- A STA: 108+42 -� ILA ,1 ,l V- SAN. M.H. No. 2 48" DIA. STRUCTURE RIM-EL. 5.13 INV-EL. -2,52(NW) INV-EL. -2.95(E) INV-EL. -2.87(W) SEWER METER CONNECTION SEE MDWASD DETAIL SS 2.0 j STA = 110+80 OFF = 29.77 111+00 d Au U j - - --------- SEWER METER CONNECTION 5.2 10 10 8- 6 4 0 -6- DATUM ELE V 6 4 0 -4 -6 8 SAN MH 0 106 RIM EtEV = 4.r INV=-2.13 In INV=-2.19 Out *70 - (E) :,i. 4.67 FINISHED 0 ROAD GRADE CENTERLINE SAN MH 0 111- .19 RIM ELEV = 4.8 IW=-4.55 Out E) n. \-EXISTIIIG 0 RG GRADE D CENTERLINE DRAINAGE PIPE CI Z-114V EL 0.50 OSSING DRAINAGE PIPE a INV. KISSING 1 0.00 8' PVC OF 273 LF @ 0A00 6 LT T.O.P. EL. "1.68 A a: g + !S ;-K T. 8" PVC OF - 0C 172 LF 0.40% -------- )F 277 LF @ 0.40% T.O.P. EL. - -2.9E 7 ;7-0 W5 o SAN. SEWER C ROSSING INV.=-2,58 ............................ 0: C> q --------------- PVC lei C C> v+ L 9i 7 -8.00 106+00 107+00 108+00 109+00 110* 00 111+00 SANITARY SEWER PROFILE NOTE' 1. EMTMG AND PJ?0P05Z0 )PATER SYSTEM IS 00WED AND MAINTAINED BY THE CITY OF NORTH MIAMI BEACH CaW. C*rdw it owbwm &Wwym mamm 1800 Eller Drive, Suite 800 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954,921.8807 Certificate of Authorization 514 CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS GRAPHIC SCALE WASTEWATER GRAVITY SYSTEM PLAN AND PROFILE ( IN FEET ) SCALE: 1"=20' RONNIE S. NAVARRO, P.F- FLORIDA REGISTRATION No, 67642 A SCALE 11 H SHEET "=20' 1 PROJECT No 1� 05- --- -------- --- 4893 C23 I CAD FILE 05-4893 - C -SSSWR- PLAN, DWG L : OF STA: 113+27 TERMINATING MH 48" DIA. STRUCTURE RIM-EL. 4.96 INV-EL. -5.14(W) INV-EL. -5.21(NE) 0 PER Eye BACK tv ACCESS TO Wp 12' C OF 45 LF 0 -21.44%-\ I1A m Em 2 m -2 "0 DATUM ELEV -8.00 STA: 114+94 41. SAN. M.H. No. 11 18" DIA UCTURE SEWER METER CONNECTION l, 1" CONNECT WATER MAIN 4. alil4 E) INV- . 9 D SEE ETAI SS 1.0 ,': MDWASD 5+47 STA. ??? STA = INV_EL. OFF = -30.967 0 SAN M.H. No.- Structure (548) DLSTOUCTURE SEWER METER CONNECTION RIM-EM. 16 SEE MDWASD DETAIL SS 1.0 STA = 115+77 INV, E, U ��.7_1_.Q,6(NW) OFF = -29.63 INV-EL .1 -4.63(SW) 114 00 0 ONST1JCT1ONaASE1: E D. "-go, 1 74.80 8" PVC 107 10 0.40% FF =4.91L 6 " -11' BEND - - ------ STA.= 114+84 00 OFFSET= 5.02 L CONSTIRLICTION BASE LINE 1 13 +00 RSN 02/2006 Calvin, CAor&w 6 Associates, Im. CITY OF SUNNY ISLES BEACH, FL 112 +00 ----------- - ------ -- ------------- SEWER METER CONNECTION RSN 02/2006 SEE MDWASD DETAIL SS 1.0 ATLANTIC ISLES ROADWAY /-STA = 116+34 JO* M OF 207 LF 0 0.28% - - - ATLANTIC BL VD. Fort Lauderdale, Florida 33316 Uj CHECKED J. M. Phone: 954.921.7781 Fax 954.921.8807 W W OR NO DATE REVISION BY !� DATE 02/2006 Certificate of Authorization 514 05-4893 -C -SSSWR- PLAN. DWG DATE 11 OF Uj J, SEWER METER CONNECTION W SEE MDWASD DETAIL SS 2.0 113+27 SEWER METER CONNECTION STA - 113+14 SEWER METER CONNECTION SEE MDWASD DETAIL SS 2.0 OFF - 30.58 b-AN MH 9 11 t1i CONNECTION SEE MDWASD DETAIL SS 2.0 STA = 112+73 ETAIL SS 2.0 STA - 111+78 �W\11!,,,, GLE 'S!_A_- @ ROAD CE OFF = 30.31 � RIM ELEV 4.96 RIM ELEV = 5.2� C, A, i VI_ I1A m Em 2 m -2 "0 DATUM ELEV -8.00 STA: 114+94 41. SAN. M.H. No. 11 18" DIA UCTURE SEWER METER CONNECTION l, 1" CONNECT WATER MAIN 4. alil4 E) INV- . 9 D SEE ETAI SS 1.0 ,': MDWASD 5+47 STA. ??? STA = INV_EL. OFF = -30.967 0 SAN M.H. No.- Structure (548) DLSTOUCTURE SEWER METER CONNECTION RIM-EM. 16 SEE MDWASD DETAIL SS 1.0 STA = 115+77 INV, E, U ��.7_1_.Q,6(NW) OFF = -29.63 INV-EL .1 -4.63(SW) 114 00 0 ONST1JCT1ONaASE1: E D. "-go, 1 74.80 8" PVC 107 10 0.40% FF =4.91L 6 " -11' BEND - - ------ STA.= 114+84 00 OFFSET= 5.02 L P R I UE VD SEWER MET/CONNECTION SEE MDWASD DETAIL SS 1.0 / STA = 117+09-1 1 17+ STA - 115+14 00 I L % OFF 31.15 CONS 92 0.40% a4SE IjNq co liiift SEWER METER CO N TIO %C W ui 7 '1, /SEE MDWASD DETAIL 10 J: --- k STA: 113�ii STA = 115+94 SAN. M.H. No. Structure (55 0) OFF = 30.49 SEW R METER CONNEC ca 48" DIA. STRUCTURE 71 SEE MDWASD DETAIL SS 1.0 RIM-EL. 4.78 STA = 116+26 INV-EL. -4.85(NE) OFF = 29.29 u ca IU INV-EL. -3.94(W) INV-EL. -3.76(E) SEWER METER CONNECTION STA: 115+94 SEE WASD DETAIL SS 1.0 SAN. M.H. No. 14 _Z DF STA = 117+34 OFF 30. 00 48" DIA. STRUCTURE RIM-EL. 5.28 V, INV-EL. -2.74(E) INV-EL. -2.84(W) A -1 DESIGNED DATE RSN 02/2006 Calvin, CAor&w 6 Associates, Im. CITY OF SUNNY ISLES BEACH, FL C ----------- - ------ -- ------------- SEWER METER CONNECTION RSN 02/2006 SEE MDWASD DETAIL SS 1.0 ATLANTIC ISLES ROADWAY /-STA = 116+34 OFF = -30,43 P R I UE VD SEWER MET/CONNECTION SEE MDWASD DETAIL SS 1.0 / STA = 117+09-1 1 17+ STA - 115+14 00 I L % OFF 31.15 CONS 92 0.40% a4SE IjNq co liiift SEWER METER CO N TIO %C W ui 7 '1, /SEE MDWASD DETAIL 10 J: --- k STA: 113�ii STA = 115+94 SAN. M.H. No. Structure (55 0) OFF = 30.49 SEW R METER CONNEC ca 48" DIA. STRUCTURE 71 SEE MDWASD DETAIL SS 1.0 RIM-EL. 4.78 STA = 116+26 INV-EL. -4.85(NE) OFF = 29.29 u ca IU INV-EL. -3.94(W) INV-EL. -3.76(E) SEWER METER CONNECTION STA: 115+94 SEE WASD DETAIL SS 1.0 SAN. M.H. No. 14 _Z DF STA = 117+34 OFF 30. 00 48" DIA. STRUCTURE RIM-EL. 5.28 V, INV-EL. -2.74(E) INV-EL. -2.84(W) A -1 rpej Ino Im 2 U1 -2 ml, M6 -8 112+00 113?+00 114+00 115+00 116+00 117+00 f00 SANITARY SEWER PROFILE MOTS, .1 EXISTING AND PROPOSED WATER SYSTEM IS 00WED AND MAINTAINED BY THE CITY OF NORTH MIAMI BEACH FA GRAPHIC SCALE ( IN FEET ) SCALE: 1"=20' 'CALL 48 HOURS BEFORE YOU mr, IN FLORIDA' IT'S THE LAW! 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. DESIGNED DATE RSN 02/2006 Calvin, CAor&w 6 Associates, Im. CITY OF SUNNY ISLES BEACH, FL ;I APPROVED RONNIE S. NAVARRO, P.E. 11 SCALE 11 SHEET FLORIDA REGISTRATION No. 67642 WASTEWATER 1 "=20' ----------- - ------ -- ------------- 1 DRAWN "DATE RSN 02/2006 Enghmm Sunwfm Pboxim !t 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY -- -------- I PROJECT No GRAVITY SYSTEM 05-4893 C24 r - - - T Fort Lauderdale, Florida 33316 CHECKED J. M. Phone: 954.921.7781 Fax 954.921.8807 AND UTILITY IMPROVEMENTS 11 PLAN AND PROFILE CAD FILE NO DATE REVISION BY NO DATE REVISION BY !� DATE 02/2006 Certificate of Authorization 514 05-4893 -C -SSSWR- PLAN. DWG DATE 11 OF FINISHED GRADE SAN MH 0 113+27 b-AN MH 9 11 t1i 94 @ ROAD CE qTERLINE RIM ELEV 4.96 RIM ELEV = 5.2� ►W=-5.14 In (W) INV=-2.74 In (E IW=-5.21 Out (NE) INV=-2.84 Out (N) 50%_ -0.392 0 ROAD CE iERLINE DRAINAGE PIPE GROSSING INV, EL 0.30 =_-7FFe_ T.O.P. EL - -1.65 r PVC 01: 100 LF @ 0.40% ------- OF _j V _j 4U70 i(r PV; OF 60 LF 8111 PVC 01� JUf Lr 6 U. C4 + T.O.P. EL - -4.09 00 U-i + CE + Lr) 10" PVC 0F207LF@0.28, Dot 10 W 8" SAN, SEWER CROSSING SA SEWER CROSSING to (n + INV.=-5.05 41! INV.= .85 C-41 rpej Ino Im 2 U1 -2 ml, M6 -8 112+00 113?+00 114+00 115+00 116+00 117+00 f00 SANITARY SEWER PROFILE MOTS, .1 EXISTING AND PROPOSED WATER SYSTEM IS 00WED AND MAINTAINED BY THE CITY OF NORTH MIAMI BEACH FA GRAPHIC SCALE ( IN FEET ) SCALE: 1"=20' 'CALL 48 HOURS BEFORE YOU mr, IN FLORIDA' IT'S THE LAW! 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. DESIGNED DATE RSN 02/2006 Calvin, CAor&w 6 Associates, Im. CITY OF SUNNY ISLES BEACH, FL ;I APPROVED RONNIE S. NAVARRO, P.E. 11 SCALE 11 SHEET FLORIDA REGISTRATION No. 67642 WASTEWATER 1 "=20' ----------- - ------ -- ------------- 1 DRAWN "DATE RSN 02/2006 Enghmm Sunwfm Pboxim !t 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY -- -------- I PROJECT No GRAVITY SYSTEM 05-4893 C24 r - - - T Fort Lauderdale, Florida 33316 CHECKED J. M. Phone: 954.921.7781 Fax 954.921.8807 AND UTILITY IMPROVEMENTS 11 PLAN AND PROFILE CAD FILE NO DATE REVISION BY NO DATE REVISION BY !� DATE 02/2006 Certificate of Authorization 514 05-4893 -C -SSSWR- PLAN. DWG DATE 11 OF of 0 f F - W = W — t/� Z J W = � cc V i 'J 2 m —2 NOA DA TUM ELEV —8.00 8r 'r i SARAij r ?,>,RB[P SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 STA - 118 +06 PM'-1 ! SA.I,W - 30.44 l30 A1.L, ,C 13 L`JD STA: 117+87 SAN. M,H. No. 15 48" DIA. STRUCTU e 1 N SEWER M CONNECTION SEE MDWASD ETAIL SS 1.0 A = 121 +39 OFF = X30.05 STA: 119+50 SAN. M.H. No. 16 48" DIA, STRUCTURE RIM-171 4 An SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 STA = 119 +96 OFF = -30.85 SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 STA = 121+09 SEWER METER C NNECTION SEE MDWASD DEVIL SS 2.0 PTA 4H4 .— i 2 u —2 M m m GRAPHIC SCALE ( IN FEET ) SCALE: i " =20' m CALL 48 HOURS BEFORE YOU DIG IN FLORIDA IT'S THE LAVA 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. !DESIGNED DATE RSN ! 02/2006 �' • �� /1iiw14,tl�ei�. ''', iVV14 OF L CITY SUNNY ISLES BEACH, A C H, F WASTEWATER ;; APPROVED RONNIE S. NAVARRO, P.E. ; SCALE ;SHEET FLORIDA REGISTRATION No, 67642 "-20' _ _ _ _ - ~ Vwy01'f PLUIlrows 1 DR - -- _ - - -- - - - j- -- AWN - - - -- DATE - RSN 02/2006 1800 Ell Eller Drive. Suite eoo Fort Lauderdale, ale, Florida 33316 ATLANTIC ISLES ROADWAY " GRAVITY SYSTEM PROJECT No 05-48 93 C25 NO DATE REVISION BY NO DATE j CHECKED DATE J.M. one: 4. 1 Fax 954.921.8807 AND UTILITY IMPROVEMENTS '. PLAN AND PROFILED FILE REVISION BY 02/2006 Certafieate of Authorization 514 DATE 03- 4197- C200- C205- STRM -PLN' nr SAN MIJ 0 121 +82 RIM EL = 6.15 R11 ELEV = 4.78 — I = -1.87 In (E) EXISTIING GRADE SAN MH 0 119 +50 J out ® RCOAD CENTERLINE RIM ELEV = 4.80 —_ _- INV= -1.22 ut (W) PRCI, El - 5.24 -, J -PROP. EL- 4.62 -- --------- ALit FIN SHED GRADE ® ROAD CEINTERLINE DRAINAGE FIPE INV. EL 1. CROSSING DRAINAGE PIPE CRISSING INV. E 1.10 J C6 T.O.P. EL. = 0,36 8" PVC OF 231 LF 0.40% A T.O.P. EL = -0.95 QJ Cw W5 c g t N HM cC .7^ Q� S N •�+ !-N! N -' J �p n Ind !14 Zq icCi G <oI-n g+ A`'^' + d „ d io I-A N Do ti ' A 118+00 119+00 120+00 121+00 122+00 SANITARY SEWER PROFILE NOTE.' I E%STING AND PROPOSED FATER SYSTEM bS O FNED AND MAINTAINED BY THE CITY OF NORTH MIW BEACH, i 2 u —2 M m m GRAPHIC SCALE ( IN FEET ) SCALE: i " =20' m CALL 48 HOURS BEFORE YOU DIG IN FLORIDA IT'S THE LAVA 1- 800 - 432 -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. !DESIGNED DATE RSN ! 02/2006 �' • �� /1iiw14,tl�ei�. ''', iVV14 OF L CITY SUNNY ISLES BEACH, A C H, F WASTEWATER ;; APPROVED RONNIE S. NAVARRO, P.E. ; SCALE ;SHEET FLORIDA REGISTRATION No, 67642 "-20' _ _ _ _ - ~ Vwy01'f PLUIlrows 1 DR - -- _ - - -- - - - j- -- AWN - - - -- DATE - RSN 02/2006 1800 Ell Eller Drive. Suite eoo Fort Lauderdale, ale, Florida 33316 ATLANTIC ISLES ROADWAY " GRAVITY SYSTEM PROJECT No 05-48 93 C25 NO DATE REVISION BY NO DATE j CHECKED DATE J.M. one: 4. 1 Fax 954.921.8807 AND UTILITY IMPROVEMENTS '. PLAN AND PROFILED FILE REVISION BY 02/2006 Certafieate of Authorization 514 DATE 03- 4197- C200- C205- STRM -PLN' nr dM% 7, SHAK F10[-"[ - Sill 0 4 A , N-i i,' ' - � -3jLVEj Tl Z ' STA: 106+70 ; SEWER METER CONNECTION SAN* M.H. No, I V I SEE MDWASD DETAIL SS 1.0 48" DIA. STRUCTURE 0 STA - 105+83 RIM-EL. 4.57 c�',F 0 OFF - -29.53 INV-EL. -2.13(W) * INV-EL. -2.19(E) 0 SEWER ME CONNECTION SEE MDWASD DETAIL SS 1.0 +481 SEWER METER CONNECTION 0'29 .90 SEE MDWASD DETAIL SS 1.0 STA = 11+91 K OFF -29.45 R- HIV ti (a 0 6ft 1 wft- A .? -'I'- -,;, 1; - w 06+ Z-4*jjC 0 ---- --- ---- -4-4 C40 0 00 4 0 SEWER METER CONNECTION c SEE MDWASD DETAIL SS 1.0 0 -Z -- - - ft* STA = 105+92 OFF = 29.94 �IENVAA ARENCIFDA REV !N F flRUS"I SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 ERIC ARE N IBIA RFV iN 11 TRU�',i -f BLVD 7)0( 3 STA - 107+15 A OFF - 30.20 Fr - ' 1--, 7 SEWER METER CO r <! E'�--) I C) A A 0 9 1� f 1\1 1 (, SEE MDWASD DETAIL SS 11- . j STA - 107+45 OFF = 30.66 DESIGNED DATE RSN 02/2006 DRAWN RSN DATE 02/2006 ;;CHECKED J.M. DATE 02/2006 Calvin, GWdww En hem %mym p1mm 1800 Eller Drive, Suite 800 Fort Lauderdale, Florida 33318 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorization 514 STA: 13+72 SAN. M.H. No. 78 71 DIA. STRUCTU INV-EL. -1.86(NE) ]MV-171 -1) nolcul% I L-) -r U SANITARY SEWER PROFILE ArOTE., I EXISTING AND PROPOSED FA TER SYSTEM IS OWNED AND AfAXTAXED BY THE CITY OF NORM ifLlAff BEACH CITY OF SUNNY ISLES BEACH, FL ATLANTIC ISLES ROADWAY AND UTILITY IMPROVEMENTS SEWER METER CONNECTION SEE MDWASD DETAIL SS 1,0 STA = 16+03 OFF = -29.81 SEWER METER CONNECTION SEE DETAIL SS 1.0 j- m7STA = 15+46 OFF = -28.91 -0 SEWER METER CONNECTION 0 SEE MDWASD DETAIL SS 1.0 .. .... STA = 14+85 OFF = -29.78 i ce A, -co SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 STA = 14+42 OFF = -31.06 OW &A, r2' 2 50 on- 14+00 15+00 -6 16+00 GRAPHIC SCALE WASTEWATER GRAVITY SYSTEM PLAN AND PROFILE ( IN FEET ) SCALE: 1"=20' RONNIE S. NAVARRO, P.E. FLORIDA REGISTRATION No. 67642 X CALL 48 HOURS BEFORE YOU DIG IN FLORIDA - I T.� T'S THE LAW! I-W-432-4 ,SUNSHINE STATE ONE CALL OF FLORIDA, LCj SCALE SHEET 1$)=20' ,;PROJECT No 05-4893 C26 I CAD FILE OF of JU Cc caown mi w lu cc J 'C 10 rali rej m 2 rol —2 im, DATUM ELE P —6.00 ;'r''.: � ! - r I '-) ) %N �vl iliv--D' 8 E) 24 . ........ �--T c 7777- MJ 1 -1 n A !j � °o N won (> .00 CA Ims LU �Uj LU Z(A Uj 0 LU (A 118* 00 119* 00 120* 00 FORCE MAIN PROFILE NOTE, I EXISTING AND PROPOSED WATER SYSTEM IS OXWEV AND MAINTAINED BY THE CITY OF NORTH MIAMI BEACH. 121+00 20 10 roll] rol m 2 56 —2 Im —6 122* 00 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) SCALE: I"=20' r-191m DESIGNED DATE R N 0 2 2 06 Caw, C*r&w 11milte! Im. CITY OF SUNNY ISLES BEACH, FL I SANITARY FORCE MAIN il APPROVED RONNIE S. NAVARRO, P.E. SCALE SHEET 1$)=20� FLORIDA REGISTRATION No, 67642 ...... DRAWN -!�DATE RSN 02/2006 PLVMM 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY PLAN AND PROFILE PROJECT No 05-4893 C29 Fort Lauderdale, Florida 33316 JCHECKED J.M. N Phone- 954.921.7781 Fax 954.921.8807 1; AND UTILITY IMPROVEMENTS CAD FILE NO DATE REVISION BY NO DATE REVISION By j DATE 02/2006 �: l� Certificate of Authorization 514 W- ! 1 DATE 03-4197-C200-C205-STRIVI-PLNI OF HNIbNLU GKA 0 ROAD CENTERLtINE�� -----1X�HEQ GIADE @ ROAD C FINISHED GRAD -0 ROAD CENTIELINE pip El- 5.2.1) DRAINAGE PI F INV. EL 1.00 E CROSSING r4 C VIIIV. RAINAGE PIPE CROSSING EL 1.10 V 6*-1 V SEND STA- 117+99 6" f-sw 11' BEND 119i92 6"-11* BIND STA: 121--84:\ /--T.O.P. EL. -1.47 J 1.0.P. F±. Ir DIP SAN. F.M. 6" DIP SAN. F.M. 118* 00 119* 00 120* 00 FORCE MAIN PROFILE NOTE, I EXISTING AND PROPOSED WATER SYSTEM IS OXWEV AND MAINTAINED BY THE CITY OF NORTH MIAMI BEACH. 121+00 20 10 roll] rol m 2 56 —2 Im —6 122* 00 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) SCALE: I"=20' r-191m DESIGNED DATE R N 0 2 2 06 Caw, C*r&w 11milte! Im. CITY OF SUNNY ISLES BEACH, FL I SANITARY FORCE MAIN il APPROVED RONNIE S. NAVARRO, P.E. SCALE SHEET 1$)=20� FLORIDA REGISTRATION No, 67642 ...... DRAWN -!�DATE RSN 02/2006 PLVMM 1800 Eller Drive, Suite 600 ATLANTIC ISLES ROADWAY PLAN AND PROFILE PROJECT No 05-4893 C29 Fort Lauderdale, Florida 33316 JCHECKED J.M. N Phone- 954.921.7781 Fax 954.921.8807 1; AND UTILITY IMPROVEMENTS CAD FILE NO DATE REVISION BY NO DATE REVISION By j DATE 02/2006 �: l� Certificate of Authorization 514 W- ! 1 DATE 03-4197-C200-C205-STRIVI-PLNI OF 6"-45* BEND STA. = 122+17 OFFSET= 16.18 L 6"-45 BEND (11EIT11) STA.= 122+ 19 r 6 "/11' BEND Off-SE T41= 122+82 15#Q2- BEND STA.= 122+28 OfFSEF= 15.17 L OFFSET= 15.17 L C-22.5' BEND 0 AIR RELEASE VALVE ASSY 6" 90' BEND STA.= 124+11 6" 4'�`,�BEND ( STA.= 124+1j OFFSET= 0 6" -11' BEND STA 122*84 STA. 12,4+63 OFFSET= 13 78 L + ,,--S?A.= 122+33 OFFSET= 15.16 L OFFSET= 13.16 L OFFSET= 15.02? L S D OEM .0 . + pjCH To EXISTING 6 " -11' BEND • STA. = 122+86 CONSTR UCTION LINE 7.45 PAVEMENT OFFSET= 15.17 L A TLA NTIC BL VD. 124+00 7 10- 123i+00 8" D.I.P. OF 50 LF 1- u OP CC NNECTION MANHOLE \_C(ONSTRUCTION 6" -22.5' BEND LU 0 6'�-45* SEE DETAIL SS 9.0 \-STA.= 124+13 7.4 E NE n cow - STA. = I +03 SM.= 1244-1J OFFSET:F 1.57 L Uj OFFSET= OFFSET= 3.03 R goo ATI _4 , - ,, -1 R-:, _ UAZImui 12 10 !si RE Em 2 501 —2 DATUM ELEV —6.00 Uj EXISTING MANHOLE b. 23 23 . ........... . . ......... 12536 30+82.82 (COLLINS AVE11LUE)= 125+02.63 (ATLANTIC BO LEVAR 349 Vl + lur C.L. I 1.0v 6'- 11.25' BEND 6"-11.25* BEND r-STA: 123+83 I-qTA- 1?7-i-Rg T.OR EL, 11.68 rl*-21,5' BEND STA: 122+28 -6"-46 BEND - - ----- -- - 11_� RSN 02/2006 .................. C ITY OF SUNNY ISLES BEACH, FL SANITARY FORCE MAIN 1! APPROVED RONNIE S. NAVARRO, P.E. FLORIDA REGISTRATION No, 67642 SCALE SHEET I 1 "=20' ------- ------------- DRAWN DATE RSN H 02/2006 �i 6whum swwym mm" 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 ATLANTIC ISLES ROADWAY PLAN AND PROFILE \_6"-11-25' BEND STA. 122+82 PROJECT No 05-489 3 C30 d iI CHECKED J. M. Phone: 954,921.7781 Fax 954,921,8807 0 AND UTILITY IMPROVEMENTS CAD FILE NO DATE REVISION BY HNO� DATE! REVISION BY DATE 02/2006 Certificate of Authorization 514 (1) 6--90- (1) 6" -22.5- STA: 1 BEND BEND 4+13 I I DATE OF '0000, EXISTING BRIDGE TO REMAIN) 00� INV. EL 5.50 DROP CONNEC40N MANHOLE (SEE DETAIL) INV, EL DR-OR CONNECION .46 MANHOLE (SEE DEINL) 8" GRAVITY SEWER @ 0. F1W. EX. 8' 33RAVITY SEWER EX. EL I CONTRACTOR TO REr�l I FOR ROPOSE) PIPE CONNECT q BOTTOM ELEVATION OF SEWER MANHOLE TO BE BY CONTRACTOR (STING DETERMINED Y-46 BEND STA: 122+19 SAN MH 0 124+13 6"-45! BEND STA: 122+17 RI IN A ELEV = 9.79 =2.32 In (N) \-6--45- BEND STA- 122+03 DF (S OP CONNECTION' MAW .-E SS 9.0) OLE 123+00 124+00 FORCE MAIN PROFILE NOrA% 1. EM STING AND PROPOSED WATER SYSTEM IS OWNED AND MAINTAINED BY TYE CITY OF NORTH MIAMI BEACH 125+00 12 10 RIA, NJ In 2 RZ —2 mr-A —6 125+36 20 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) SCALE: 1"=20' We - - ----- -- - DESIGNED DATE RSN 02/2006 cawo CIW&W C ITY OF SUNNY ISLES BEACH, FL SANITARY FORCE MAIN 1! APPROVED RONNIE S. NAVARRO, P.E. FLORIDA REGISTRATION No, 67642 SCALE SHEET I 1 "=20' ------- ------------- DRAWN DATE RSN H 02/2006 �i 6whum swwym mm" 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 ATLANTIC ISLES ROADWAY PLAN AND PROFILE PROJECT No 05-489 3 C30 d iI CHECKED J. M. Phone: 954,921.7781 Fax 954,921,8807 0 AND UTILITY IMPROVEMENTS CAD FILE NO DATE REVISION BY HNO� DATE! REVISION BY DATE 02/2006 Certificate of Authorization 514 I I I DATE OF p � h � e 0 lk%o Lo- 0- tx 2 ti b °s� 0 0+ Co r tNx r X22 � 0 0 a ti orchid �— �2 o �oQ DERM REQUIREMENTS ON WATER AND SEWER INSTALLATIONS 1. A HORIZONTAL DISTANCE OF AT LEAST 6 FEET, AND PREFERABLY 10 FEET SHALL BE MAINTAINED BETWEEN GRAVITY OR PRESSURE SEWER PIPES AND WATER PIPES. THE MINIMUM HORIZONTAL SEPARATION CAN BE REDUCED TO 3 FEET FOR VACUUM TYPE SEWERS OR FOR GRAVITY SEWERS WHERE THE BOTTOM OF THE SEWER PIPE IS AT LEAST 6 INCHES BELOW THE BOTTOM OF THE WATER PIPE, WHEN THE ABOVE SPECIFIED HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER SEPARATION ARE ALLOWED IF: A), THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL TO THE WATER PIPE AND PRESSURE TESTED AT 150 PSI. B). THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. C). THE TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER PIPE. 2. A VERTICAL DISTANCE OF AT LEAST 12 INCHES (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN ANY WATER AND SEWER MAINS WITH SEWER PIPES PREFERABLY CROSSING UNDER WATER MAINS. THE MINIMUM VERTICAL SEPARATION CAN BE REDUCED TO 6 INCHES FOR VACUUM TYPE SEWERS OF FOR GRAVITY SEWERS WHERE THE SEWER PIPE IS BELOW THE WATER MAIN. THE CROSSING SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST 6 FEET FROM ALL JOINTS IN GRAVITY AND PRESSURE SEWER PIPES. THE DISTANCE CAN BE REDUCED TO 3 FEET FOR VACUUM TYPE SEWER. WHEN THE ABOVE SPECIFIED VERTICAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER SEPARATION ARE ALLOWED IF: A). THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL TO THE WATER PIPE AND PRESSURE TESTED AT 150 PSI. B). THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. 3. IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING AND THE SEPARATION REQUIREMENTS CANNOT BE MET, SPECIAL CONSIDERATION MAY BE GIVEN SUBJECT TO SUBMITTAL OF DOCUMENTATION SHOWING THAT THE PROPOSED ALTERNATIVE WILL RESULT IN AN EQUIVALENT LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. 4. THE MAXIMUM ALLOWABLE EXALTRATION RATE OF GRAVITY SANITARY SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE FIFTY (50) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR RESIDENTIAL LAND USE AND TWENTY (20) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR NON- RESIDENTIAL LAND USE. EXISTING SITE PLAN SCALE : 1" =10' -0" 5. FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE EITHER DUCTILE IRON OR REINFORCED CONCRETE PRESSURE SEWER PIPES. FOR DUCTILE IRON PIPE EXFILTRATION RATE SHALL NOT BE GREATER THAN THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION STANDARD (AWWAS) C600 -82 AT A TEST PRESSURE OF 100 POUNIDS PER SQUARE INCH, FOR REINFORCED CONCRETE PRESSURE SANITARY SEWER EXFILTRATION RATE SHALL NOT BE GREATER THAN ONE-HALF (1/2) THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AWWA C600 -82 AT A TEST IPRESSURE OF 100 POUNDS PER SQUARE INCH. 6. THE CONTRACTOR SHALL VERIFY' NATURE, DEPTH AND CHARACTER OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 7. ALL OTHER PUBLIC OR PRIVATE: UTILITY FACILITIES SHALL BE CONSTRUCTED AT LEAST 5 FEET FROM ANY WATER AND SEWER IMAIN AS MEASURED FROM THE OUTSIDE BELL OF THE WATER OF THE UTILITY PIPE. 8. WHEN THE 5 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT POSSIBLE, THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES BEFORE PROCEEDING WITH POWER EQUIFPMENT EXCAVATION. 9. IN NO CASE SHALL A CONTRACTtOR INSTALL UTILITY PIPES, CONDUITS, CABLES, ETC. IN THE SAME TRENCH PARALLEL AND ABBOVE EXISTING WATER OR SEWER PIPE EXCEPT WHERE THEY CROSS. ANY DEVIATION FROM NOTES 6, 7 AND 8 SHALL BE APPROVED IN WRITING BY THE RESPONSIBLE WATER AND !SEWER UTILITY. 10. A NON - RESETTABLE ELAPSED TAME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD THE TOTAL NUMBER OF OPERATING HOURS OF THE STATION. GENERAL NOTES: 1). CONTRACTOR SHALL PERFORM ALL WORK WITHIN LEAGAL PROPERTY AND EASEMENT, AND SHALL NOT DISTURB ADJACENT PROPERTY. 2). LANDSCAPE ON SITE SHALL BE REMOVED AS NECESSARY TO ACCOMODATE CONSTRUCTION. 3). CONTRACTOR SHALL INCLUDE NECESSARY CUTTING, PATCHING AND RESTORATION OF ALL EXISTING SURFACES TO MATCH SURROUNDING AREAS. r N LEGEND: W/M - WATER METER W. M. - WATER MAIN T. 0. P. - TOP OF PIPE D. 1. P. - DUCTILE IRON PIPE INV. EL, - ELEVATION OF PIPE INVERT O/H - OVERHEAD F.M. - FORCE MAIN SV — SANITARY VALVE WV — WATER VALVE F? %,,% r. EXISTING STRUCTURES, PIPE WORK ETC. TO BE DEMOLISHED AND REMOVED OR ABANDONED r EXISTING STRUCTURE L — J PROPOSED SITE PLAN SCALE :1" = 10' -0" R - - — PROPERTY LINE — — — EXISTING UNDERGROUND UTILITIES PROPOSED STRUCTURE C.B. CATCH BASIN B.F.P.U. BACK FLOW PREVENTER UNIT GRASS AREA — — — SOLID SLEEVE Ca r C+ S jWf0Cjg ,, Int', APPROVED: JOHN MESSERIAN, P.E. FLORIDA REGISTRATION No. 47810 fivill eery Surveylor: pbly $ 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorization 514 DATE: PROPOSED WORK LPO — LIGHT POLE R/W — RIGHT OF WAY TEL. LINE — TELEPHONE LINE E.O.P. — EDGE OF PAVEMENT SAN. — SANITARY SEWER U.P. — UTILITY POLE — x —x —x— FENCE PROPOSED STRUCTURE C.B. CATCH BASIN B.F.P.U. BACK FLOW PREVENTER UNIT GRASS AREA — — — SOLID SLEEVE Ca r C+ S jWf0Cjg ,, Int', APPROVED: JOHN MESSERIAN, P.E. FLORIDA REGISTRATION No. 47810 fivill eery Surveylor: pbly $ 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 Phone: 954.921.7781 Fax 954.921.8807 Certificate of Authorization 514 DATE: STANDARD PUMP STATIOM 4'0 SUBMERSIBLE PUMP STATION APPROVED BY APPROVED BY FINAL CHECK BY DES: J.T. CHIEF ENGINEER ENGINEERING DESIGN MGR. PROJECT MGR, I DRN: R.M. SCALE: AS NOTED FILE NW: 0M3- WELL -DTLS ER: WO DATE: NOV. 1, 2007 SHEET C — 31 OF DRWG. No. S — 0 0 0 0 0 — A DRAWING ASSIGNMENT DESCRIPTION =W t C C M M E E E E 4' SUBMERSELE S- 0000 -A IS-M-A IS-00-A 5- 0000 -A 5- 0000 -A 5- 0000 -A IS-M-A S- 0000 -A REV. No. DATE D E S C R I P T 1 0 N BY MIAMI -DADE WATER AND SEWER DEPARTMENT ENGINEERING DIVISION 3575 S. Le Jeune Rd, Miami, Florida 33146 * Tel. (305) 665 -7471 STANDARD PUMP STATIOM 4'0 SUBMERSIBLE PUMP STATION APPROVED BY APPROVED BY FINAL CHECK BY DES: J.T. CHIEF ENGINEER ENGINEERING DESIGN MGR. PROJECT MGR, I DRN: R.M. SCALE: AS NOTED FILE NW: 0M3- WELL -DTLS ER: WO DATE: NOV. 1, 2007 SHEET C — 31 OF DRWG. No. S — 0 0 0 0 0 — A WET WELL VALVE PIT (SEE VALVE IPIT DETAIL FOR DIMENSIONS) R►, i PRESTRESSING STRANDS i OR CABLE LOOPS PROJECTING FROM D THE CONCRETE PER WET/ WELL MANUFACTURER'S / DESIGN 3,, WET WELL #5 X 30' - 0,/ a 9�F,q,Q C �3 12" HOR. & VERT. /� %" II II C.I. WALL PIPE (PExFxB) 33" LAP SPLICE STAGGERED 24" MIN. HOR. EVERY OTHER BAR INFLUENT PIPE (SEE PLANS FOR SIZE, LOCATION AND INVERT ELEVATION) / WALL I-'ItUt �LLNU I H I U r 11) SEE SPECS FOR SUMP PUMP INFO. DI A KI AT CI C\ /ATlnt\l 'v' CONCRETE TOP SLAB CAST WITH ACCESS ALUMINUM HATCH FRAME SHALL BE DESIGNED FOR AN H -20 LIVE LOAD. HATCH SIZED PER PUMP MANUFACTURER'S RECOMMENDATIONS FOR PUMPS SELECTED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A FLA. REGISTERED PROFESSIONAL ENGINEER FOR APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. z EL. ( +)4.50 - c NOTE: FINAL GRADE TO CONFORM WITH SITE CHARACTERISTICS WET WELL COATING (ON ALL 8 INTERIOR CONC. SURFACES) OR WET WELL LINER (ON ALL INTERIOR CONC. SURFACES, TERMINATING AT 12" FROM BASE) (SEE NOTE 3) #5 ® 12 H.& V. 3" CLEAR (TYPICAL) EL. ( -)4.00 HIGH WATER A EL. ( -)5.05 INFLUENT INVERT EL. ( -)5.20 LAG PUMP 'ON' EL. ( -)5.50 LEAD PUMP 'ON' EFFECTIVE VOLUME EL. ( -)8.50 ALL PUMPS 'OFF', EL. ( -)9.00 LOW WATER ALAR AS PER PUMP MAN U F. EL. (- )10.00 BOTTOM 6" LIME ROCK BED WELL COMPACTED (MIN.) 1Q BUBBLER TUBE 22) HIGH —HIGH FLOAT SWITCH ® LOW —LOW FLOAT SWITCH FOR ALL NEW SUBMERSIBLE PU 3" CLEAR TYPICAL SECTION N.T.S. 3" RESTRAINED TYPE FLG. ADAPTER (TYP.) BRONZE TAPPING SADDLE W/ 3/4" FOR SCADA PRESS. TRANS. 3" PLUG VALVE (SEE STD. DETAIL) 3" D. 1. F. M. FOR CONTINUATION v V, 1 \f- %IVILLVr\ \V\Jl/I LIIVV EMERGENCY DISCHARGE CONNECTION (2) 3" PLUG VALVE OPENNING FOR 60 "x60" ACCESS ALUMINUM HATCH, USF & M TYPE AHD (H -20) w/ RECESSED LOCK AND S.S. SPRINGS \/A I \/F DnV ncTAII AT MAC 7 �II V/ -1LVL ulj/\ IJ IVVI MONOLITHICALLY CAST) N.T.S. SEAL W/ NON- SHRINK EPDXY GROUT AFTER PIPING INSTALLATION (TYP.) PIPE SLEEVE: FOR SIZE AND MATERIAL OF CONDUIT SEE E -1 — EL. ( +)0.33 N Z �g ,� 6" MIN. LIMEROCK 3 "MINI. (TYP.) FELT 900 STD #4 W 9 WELL COMPACTED HOOKS(TYP.) ,__12"0$ OPENING #4 0 12" FILL W/ NON— SHRINK PIPE SUPPORT SEE SHT. S- 12725 —A GROIUT AFTER PIPING INSTALLATION CONCRETE SUPPORTS W/ 2 — #4 DOWELS EA. (TYP.) 2"0 S.S. 316 8" GUIDE BARS 5/8" 3" DIISCHARGE 3 3/4" CL. PUMP [BASE, PERMANENTLY ANCHORED W/ 3/4" S.S. ANCHOR BOLTS 1 1/4- 2 1/2" WET WELL LINER 3" CLEAR TYPICAL CONST. JOINT fICTAII AT DACF DOWELS I 8" RANECK 8" CONTR. WATER ROOF DATER STOP • JOINT N GROUTED JOINTS (INSIDE • & OUTSIDE) 2_ 5 " #5C�7 12 @ 4 DOWELS I. 3" .2" . 3" 1_ (TYPICAL) WETWELL TYPICAL CONSTR. I(-) IKIT nFTA II (NOT PERMITTED BELOW AN ELEV. OF 4 FT. ABOVE MEAN SEA LEVEL) N.T.S. F— — — — — — — — TYP. \ /AI \/F DIT Mr-TAII STRUCTURAL NOTES 1.— MINIMUM CONC. STRENGTH AT 28 DAYS: fc' =4000 PSI (TYPE II CEMENT) 2.— REINFORCING STEEL TO COMPLY WITH ASTM A -615 HAVING A MINIMUM YIELD STRENTGH fy =60 KSI 3.— WET WELL COATING OR LINER, AS SELECTED BY ENGINEER OF RECORD WITH MD —WASD APPROVAL. SUBMIT SHOP DRAWINGS OF COATING OR LINER FOR REVIEW, INCLUDING LINER WELDING DETAILS, JOINT DETAILS, PIPE CLAMP AND FASTENER DETAILS, INFLUENT PIPE AND OTHER WALL PENETRATION DETAILS, AS APPLICABLE. 4 @ 12 E.W. NP.) 12" W. BOX WITH 1/4" GALV. STL. R 3/16" r I O PIANO HINGE FROM WATER METER N °:.: Xkl X!7. -..... . SEE STANDARD \ DETAIL W.S. 2.10 —' - BACKFLOW PREP (SHEET 1 OF 4) 3/4" W. M. 6" CONC, SLAB WITH 6x6 W1.4xW1.4 W.W.M. (20" W. SLAB) IJ(lCC DIDD MC-TA 11 L 2 "x2 "x3/8" (GALV. STEEL) �-- 3/4" HOSE BIBB W /VACUUM BREAKER PADLOCK 4 "x4 "x3/ 16" T W/ 1/4 )t 0 G.S. BOLTS 1" CHAMFER FOR ALL CONC. CORNERS AS SHOWN 60 "X60" ACCESS ALUM. HATCH W/ S.S. SPRINGS AND HINGES, RATED FOR H -20 LIVE LOAD, USF & M TYPE AHD #4 @ 8 " \ EA. WAY 11 N z^ �a SECTION DETAIL 1 N.T.S. PUMP DATA FLUID SEWAGE INSTALLATION LOCATION ATLANTIC ISLES PUMP TYPE SUBMERSIBLE RATED POINT CAPACITY, GPM 73.3 TDH, FEET 25.5 PUMP EFFICIENCY R 29.5 SHUT OFF HEAD, FT 30.5 CONTINUOUS OPERATING RANGE MAXIMUM TDH, FT 30.5 CAPACITY, GPM 5 MINIMUM TDH, FT 13.5 CAPACITY, GPM 310 NPSHR 20.4 FT MINIMUM PUMP EFFICIENCY 2.8 PUMP CONSTRUCTION CASING ASTM A -48 CLASS 35B IMPELLER GRAY CAST IRON, CLASS 356 SHAFT S.S. ASTM A479 S43 100 -T BEARINGS L -10 UFE, HRS.* 50,000.00 MAX. SHAFT DEFLECTION IN OPERATING RANGE, MILS MAX. VEL, OF VIBRATIONS IN OP. RANGE, INCH /SEC _ PUMP CONNECTIONS SUCTION, INCHES _ DISCHARGE, INCHES 3" ELECTRIC MOTOR RATED HP 3 RPM 1670 S.F. 1.15 AMBIENT TEMP. FOR MOTOR RATING, 'C 40' MAXIMUM TEMP. RISE, 'C 40' BEARINGS L -10 LIFE, HRS. 50,000 MAX. VIBRATION AMP., MILS 0.1 NOISE LEVEL, dB ®1 METER - NEMA DESIGN CODE LETTER B START, CURR. LETTER CODE G INSULATION CLASS F MOTOR RATED HP NOT OVERLOADED AT ANY POINT IN THE PUMPS PERFORMANCE CURVE MANUFACTURERS & MODELS PUMP FLYGT OR APPROVED EQUAL MOTOR FLYGT OR APPROVED EQUAL NOTES ON WATER —SEWER INSTALLATION 1. A Horizontal distance of 10 ft. shall be maintained between water and sewer mains. When the 10 foot horizontal distance criteria cannot be met due to an existing underground facility conflict, the sewer shall be. constructed of ductile iron pipe with mechanical joints. 2. A vertical distance of at least 18 inches shall be maintained between any water and sewer mains. The sewer shall be ductile iron single 20 foot length centered on the crossing if the minimum vertical distance is less than 18 inches or the sewer is installed above the water main (regardless of separation). 3. In highly congested areas, where either water or sewer facilities are existing and the separation requirements cannot be met, special consideration may be given subject to a complete evaluation of existing and proposed conditions. 4. The maximum allowable exfiltration rate of gravity sanitary sewers constructed in a public wellfield protection area shall be fifty (50) gallons per inch of pipe diameter per mile per day for residential land use and twenty (20) gallons per inch of pipe diameter per mile per day for non — residential land use. 5. Force main sewers constructed in a public wellfield protection area shall be either ductile iron or reinforced concrete pressure sewer pipe. The ductile iron pipe exfiltration rate shall not be greater than the allowable leakage rate specified in American Water Works Association (AWWA) Standard C600 -82 at a test pressure of 100 pounds per square inch. The reinforced concrete pressure sanitary sewer force main exfiltration rate shall not be greater than one —half (1/2) the allowable leakage rate specified in AWWA C600 -82 at a test pressure of 100 pounds per square inch. 6. The contractor shall verify nature, depth, character of existing underground utilities prior to start of construction. 7. All other public or private utility facilities shall be constructed at least 3 feet from any water and sewer main as measured from the outside bell of the water and sewer pipe to the outside of the utility pipe. 8. When the 3 foot separation between proposed and existing line is not possible, the contractor shall hand dig to expose the water and sewer pipes before proceeding with power equipment excavation. 9. In no case shall a contractor install utility pipes, conduits, cables, etc. in the same trench parallel to and above existing water and sewer pipes except where they cross. Any deviation from Notes 6, 7 and 8 shall be approved in writing by the responsible water and sewer utility. 10.A non — resettable elapsed time meter shall be installed for each pump to record the total operating hours of the station. 6" D.I. FL BASE BEN STL. 1/2' 4"0 STL. PI W/ THD. Fl 1 " NON —SI CEMENT GF 1 of METER & ADAPTE" (BY DEPT.) c—: M 1 A k I FROM WATER MAIN 13111 AS REQUIRED 4" 3/4" HOSE BIBB W /VACUUM BREAKER 4„ I N I 6 , 3/16"' O N PIANO HINGE N „ FROM WATER METER SEE STANDARD DETAIL W.S. 2.10 (SHEET 1 OF 4) 3/4" W.M CONC. \-3/8" S.S EPDXY GROUTED ANCHOR BOLTS & NUTS PIPE SUPPORT DETAIL N.T.S. 3 PADLOCK BACKFLOW PREVENTER 6" CONC. SLAB WITH 4" X 4" 3/1 6f 6x6 W1.4xW1.4 W.W.M. 1/4"0 G.S. BO (20" W. SLAB) N.T.S. 2" I.D. BUNA —N PRESSURE HOSE W/ S.S CLAMPS TO FLOAT CONTR AT OUTLET 1 1/2" G.S. PIP COMPOUND GAUGE DETAIL N.T.S. J J w 3 w 0 SUMP PUMP PIPING DETAIL N.T.S. 2 "x3/16" G.S FLAT BAR CONC. WALL SECURE TO W, W /(2) 1/2 ft x4 S.S. ANCHOR Li „ "� & NUTS SUCTION PIPE 1-1/2"0 G.S. PIPE SATE VALVE 1-1/2"0 G.S. NIPPLE 1-1/2"0 G.S. 90° 1-1/2" G.S. NIPPLES W /S.S. CLAMPS TO WALL (TYP.) POWER CABLE SUMP PUMP -L00 R CaMn. Gbrdw & Associata, Inc. APPROVED: JOHN MESSERIAN, P.E. FLORIDA REGISTRATION No. 47810 Engineers Suneyas Planners 1800 Eller Drive, Suite 800 Fort Lauderdale, Florida 33318 Phone: 954.921.7781 Fax 954.921,6807 Certificate of Authorization 514 DATE: PIPE BRACKET DETAIL N.T.S. NOTE: HOSE BIBB BOX, PIPE SUPPORTS, HANGERS AND BRACKETS SHALL BE HOT —DIP GALVANIZED AFTER FABRICATION. 3/8 "x 2" S.S. BOLT W /S.S. NUT & LOCK WASHER (TYP.) 3” MIN FOR BOLTING �y APPROVED BY CHIEF ENGINEER DRAWING ASSIGNMENT REINFORCEMENT DESCRIPTION DRN: R.M. SCALE: AS NOTED SHEET M 2 OF 1 # 3 0 CENTER C SINGLE METER BOX W. /COVER 2' -6" (TYP.) E & LID AS PER STD. DET, W.S. 2.10 i 814' 0 SUBMERSIBLE S- 0000 -A S- 0000 -A IS-0000-A S- 00004 5- 0000 -A 5- 0000 -A IS-0000-A IS-0000-A i 8 "X8" REINFORCED 1 -1 /2" CONCRETE ALL AROUND 30" 'TAIL PIECE REV. No. DATE (BY DEPT.) 0 N IL:U �z :1" MIAMI -DADE WATER AND SEWER DEPARTMENT ________— —=� DIVISION 3/4" WIM COPPER TO PFREVENTER BOX BACKFLOW (SEE SITE METER ANGLE STOP 4" DIAMETER PLAN FOR LOCATION) COMPOUND GAUGE SECTION FROM w MR TUBING METER BOX DETAIL N.T.S. 1/2 of BALL 1/2" GALVANIZED VALVE STEEL 1/4" BALL VALVE �- REDUCER _ 1/2 PLUG 8" MAX. CROSS 3/4" BALL 12" W. BOX WITH ~ VALVE 1/4" GALV. STL. It L 2 "x2 "x3/8" (GALV. STEEL) PVC DRAIN PIPE 13111 AS REQUIRED 4" 3/4" HOSE BIBB W /VACUUM BREAKER 4„ I N I 6 , 3/16"' O N PIANO HINGE N „ FROM WATER METER SEE STANDARD DETAIL W.S. 2.10 (SHEET 1 OF 4) 3/4" W.M CONC. \-3/8" S.S EPDXY GROUTED ANCHOR BOLTS & NUTS PIPE SUPPORT DETAIL N.T.S. 3 PADLOCK BACKFLOW PREVENTER 6" CONC. SLAB WITH 4" X 4" 3/1 6f 6x6 W1.4xW1.4 W.W.M. 1/4"0 G.S. BO (20" W. SLAB) N.T.S. 2" I.D. BUNA —N PRESSURE HOSE W/ S.S CLAMPS TO FLOAT CONTR AT OUTLET 1 1/2" G.S. PIP COMPOUND GAUGE DETAIL N.T.S. J J w 3 w 0 SUMP PUMP PIPING DETAIL N.T.S. 2 "x3/16" G.S FLAT BAR CONC. WALL SECURE TO W, W /(2) 1/2 ft x4 S.S. ANCHOR Li „ "� & NUTS SUCTION PIPE 1-1/2"0 G.S. PIPE SATE VALVE 1-1/2"0 G.S. NIPPLE 1-1/2"0 G.S. 90° 1-1/2" G.S. NIPPLES W /S.S. CLAMPS TO WALL (TYP.) POWER CABLE SUMP PUMP -L00 R CaMn. Gbrdw & Associata, Inc. APPROVED: JOHN MESSERIAN, P.E. FLORIDA REGISTRATION No. 47810 Engineers Suneyas Planners 1800 Eller Drive, Suite 800 Fort Lauderdale, Florida 33318 Phone: 954.921.7781 Fax 954.921,6807 Certificate of Authorization 514 DATE: PIPE BRACKET DETAIL N.T.S. NOTE: HOSE BIBB BOX, PIPE SUPPORTS, HANGERS AND BRACKETS SHALL BE HOT —DIP GALVANIZED AFTER FABRICATION. 3/8 "x 2" S.S. BOLT W /S.S. NUT & LOCK WASHER (TYP.) 3” MIN FOR BOLTING �y APPROVED BY CHIEF ENGINEER DRAWING ASSIGNMENT FINAL CHECK BY PROJECT MGR. DESCRIPTION DRN: R.M. SCALE: AS NOTED SHEET M 2 OF C C M M E E E E zW 30 814' 0 SUBMERSIBLE S- 0000 -A S- 0000 -A IS-0000-A S- 00004 5- 0000 -A 5- 0000 -A IS-0000-A IS-0000-A REV. No. DATE D E S C R I P T 1 0 N BY MIAMI -DADE WATER AND SEWER DEPARTMENT ENGINEERING DIVISION 3575 S. Le Jeune Rd. Miami, Florida 33146 * Tel. (305) 665 -7471 A L t ■ �i WET WELL - MECHANICAL DETAILS APPROVED BY CHIEF ENGINEER APPROVED BY ENGINEERING DESIGN MGR. FINAL CHECK BY PROJECT MGR. DES: J.T. DRN: R.M. SCALE: AS NOTED SHEET M 2 OF FlLE wwe 054893 - WELL-Ons ER: 00000 DRWG. No. S— 0 0 0 0 0— A DATE: NOV. 1, 2007 22 23 24 25 26 27 28 29 30 31 32 33 34 35 W. 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 HI -LEVEL BACKUP SEE NOTE 22 ON SHEET E -5 R5 R6 PMR RA MS1 MS2 R8 INTRUSION �k d 4 WIRED TO SCADA RTU PANEL * ADJUSTABLE 0 -30 MIN. TO SILENCE BELL AFTER ACTIVATION CONTROL WIRING DIAGRAM N.T.S. REMOTE BELL RESET �k N SEWAGE PUMP NO.1 22,24,52 3 T.C. (0 -90 SEC.) SET 30 SEC. ON DELAY SEWAGE PUMP NO.2 22,26,52 7 T.C. 0 -90 SEC. SET 60 SEC. 0 DELAY 37,52 38,52 45,52 BACKUP SYSTEM SIMULTANEOUS PUMP OPERATION 28 3,29,39 T.R.I(30 SEC.) ON & OFF DELAY 7,31,40 T.R.((30 SEC.) ON & OFF DELAY 32 HIGH LEVEL LOW LEVEL OVERTEM P OVERTEM P PHASE FAIL 44,52 FLASHER & ALARM LT BELL 45,48,52 BELL RESET NEUTRAL BUS GROUND BUS LIGHTNING ARRESTER GROUNDING ELECTRODE CONDUCTOR PER NEC 250 -66 TO PAD REBAR AND COLD WATER PIPE IF AVAILABLE um GROUND RODS CONDUIT SEAL (TYPYCAL) PUMPS MOTOR CONNECTION f%^W ow^ PUMPS, MULTICONDUCTOR CABLE SUPPLIED BY PUMPS MANUFACTURER. TO F.P. &L.CO. ELECTRIC / POWER M METER CURRENT LIMITING FUSES SEE NOTE 18 ON E -4 EMERGENCY POWER RECEPTACLE RUSSELL STOLL CAT. JRSA. 2034 DR45 FOR 240V. JRSA. 2034 HR45 FOR 480V. I`1 MAIN BREAKER WALKING BEAM MECHANIC INTERLOCKED ) 3P � - - 3P / EMERGENCY BREAKER SEE NOTE 26 SURGE ON E -4 CAPACITOR SEWER METER CONNECTION SEE MDWASD DETAIL SS 2.0 STA = 19 +33 OFF = -30.94 ** a a ** 2 � d 3.0 KVA 480/240 -120V 3P ) 3P TRANSF. (ONLY FOR 48OV, SEE NOTE 12 SERVICE) SEE NOTE 12 SEWER METER CONNECTION * * ON E -4 = ON E -4 SEE MDWASD DETAIL SS 2.0 MS MS 'Too) - #8 TO GROUND STA = -31,6 "M" PANEL OFF = - 31.64; - 1pi 1PI 1PI 1P 1P 1P 20A ) 20A ) 20A o) 20A) 20A) 20A) —� STA: 19 +35 I I 1 1 1 48N'BIAHSTRUCTURE RIM -EL. INV -EL. -0.51 O a w J - �fC tS' - \ Of w r N 1 J w Z LLI Z Z Z U Z OV R� �r Q ? a a 3/4" WATER SEVICE 72' MADE ILL Q. � d = a ? WITH HOSE BIBB �'� Q. a w a d FENCE PER 1" TER & Q. d U d WI h s BACKFLO TER O d AND D TRUCTgN w w D' w Q 7 STANDARD SPECS 0 Of WCTION OW O Q PROPOSED LOCATI0 ' " U Q U � m N FOR RTU N STA: 113 +27 '\ TERMINATING MH w * THREE PHASE VOLTAGE MONITORS. INSTALL 2 AMPS. 48" DIA. STRUCTURE PROPOSED CONTROL FAST ACTING FUSES IN SERIES WITH EACH OF THE RIM –EL. 4.96 P INPUTS. INV -EL. - 5.14(W) AEISWELL INV –EL. – 5.21(NE) UNDE NDtM AND Fir 1" CONNECT WATER MAIN ?? S AND CONDOR STA: WITH (MCB) AUXILIARY CONTACTS — - SCHEDULE FOR SIZE. o SAN. M.H. No. StructL _ -- — 12" �'y QFp f 5 ILJ12 jar _ - > - 48 DIA. STRUCTURE ONE LINE DIAGRAM 3W,10 TRANSFORMER 35 RIM -EL. 4.16 N.T.S. 'n I �G INV -EL. - 4.63(SW) MISCELLANEOUS LOAD PANEL 'M' 1 2 DESCRIPTION 3 1 4 400 5 RECEPTACLE 6 3 7 PURGE 8 MOMENTARILY 1200 PUSH BUTTON 9 DISABLE 10 PUMP NO.1 3 #3, IN 1-1/4-C 7 11 12 DISABLE PUMP NO.2 13 CONNECTED VA 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 W. 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 HI -LEVEL BACKUP SEE NOTE 22 ON SHEET E -5 R5 R6 PMR RA MS1 MS2 R8 INTRUSION �k d 4 WIRED TO SCADA RTU PANEL * ADJUSTABLE 0 -30 MIN. TO SILENCE BELL AFTER ACTIVATION CONTROL WIRING DIAGRAM N.T.S. REMOTE BELL RESET �k N SEWAGE PUMP NO.1 22,24,52 3 T.C. (0 -90 SEC.) SET 30 SEC. ON DELAY SEWAGE PUMP NO.2 22,26,52 7 T.C. 0 -90 SEC. SET 60 SEC. 0 DELAY 37,52 38,52 45,52 BACKUP SYSTEM SIMULTANEOUS PUMP OPERATION 28 3,29,39 T.R.I(30 SEC.) ON & OFF DELAY 7,31,40 T.R.((30 SEC.) ON & OFF DELAY 32 HIGH LEVEL LOW LEVEL OVERTEM P OVERTEM P PHASE FAIL 44,52 FLASHER & ALARM LT BELL 45,48,52 BELL RESET NEUTRAL BUS GROUND BUS LIGHTNING ARRESTER GROUNDING ELECTRODE CONDUCTOR PER NEC 250 -66 TO PAD REBAR AND COLD WATER PIPE IF AVAILABLE um GROUND RODS CONDUIT SEAL (TYPYCAL) PUMPS MOTOR CONNECTION f%^W ow^ PUMPS, MULTICONDUCTOR CABLE SUPPLIED BY PUMPS MANUFACTURER. TO F.P. &L.CO. ELECTRIC / POWER M METER CURRENT LIMITING FUSES SEE NOTE 18 ON E -4 EMERGENCY POWER RECEPTACLE RUSSELL STOLL CAT. JRSA. 2034 DR45 FOR 240V. JRSA. 2034 HR45 FOR 480V. I`1 MAIN BREAKER WALKING BEAM MECHANIC INTERLOCKED ) 3P � - - 3P / EMERGENCY BREAKER SEE NOTE 26 SURGE ON E -4 CAPACITOR SEWER METER CONNECTION SEE MDWASD DETAIL SS 2.0 STA = 19 +33 OFF = -30.94 ** a a ** 2 � d 3.0 KVA 480/240 -120V 3P ) 3P TRANSF. (ONLY FOR 48OV, SEE NOTE 12 SERVICE) SEE NOTE 12 SEWER METER CONNECTION * * ON E -4 = ON E -4 SEE MDWASD DETAIL SS 2.0 MS MS 'Too) - #8 TO GROUND STA = -31,6 "M" PANEL OFF = - 31.64; - 1pi 1PI 1PI 1P 1P 1P 20A ) 20A ) 20A o) 20A) 20A) 20A) —� STA: 19 +35 I I 1 1 1 48N'BIAHSTRUCTURE RIM -EL. INV -EL. -0.51 O a w J - �fC tS' - \ Of w r N 1 J w Z LLI Z Z Z U Z OV R� �r Q ? a a 3/4" WATER SEVICE 72' MADE ILL Q. � d = a ? WITH HOSE BIBB �'� Q. a w a d FENCE PER 1" TER & Q. d U d WI h s BACKFLO TER O d AND D TRUCTgN w w D' w Q 7 STANDARD SPECS 0 Of WCTION OW O Q PROPOSED LOCATI0 ' " U Q U � m N FOR RTU N STA: 113 +27 '\ TERMINATING MH w * THREE PHASE VOLTAGE MONITORS. INSTALL 2 AMPS. 48" DIA. STRUCTURE PROPOSED CONTROL FAST ACTING FUSES IN SERIES WITH EACH OF THE RIM –EL. 4.96 P INPUTS. INV -EL. - 5.14(W) AEISWELL INV –EL. – 5.21(NE) UNDE NDtM AND Fir 1" CONNECT WATER MAIN ?? S AND CONDOR STA: WITH (MCB) AUXILIARY CONTACTS — - SCHEDULE FOR SIZE. o SAN. M.H. No. StructL _ -- — 12" �'y QFp f 5 ILJ12 jar _ - > - 48 DIA. STRUCTURE ONE LINE DIAGRAM 3W,10 TRANSFORMER 35 RIM -EL. 4.16 N.T.S. 'n I �G INV -EL. - 4.63(SW) MISCELLANEOUS LOAD PANEL 'M' CKT. DESCRIPTION VA LOAD 1 CONTROLS 400 2 RECEPTACLE 360 3 SCADA RTU PANEL 750 4 SUMP PUMP 1200 5 BACK -UP P'CONTROLLER 180 6 SPARE 3 #3, IN 1-1/4-C 7 CONNECTED VA 2950 BREAKERS, WIRING AND CONDUIT SCHEDULE VOLTS MOTOR PHASE HP MOTOR MP CODE START SIZE MOTOR CIRCUIT PROTECT. AMPS MOTOR WIRE THWN CU. NOTE 14 ON E -04 SIZED FOR TWO PUMP STATIONS MAIN & STAND -BY BREAKERS SERVICE GROUNDING POWER 120/240 -10 3 1 17 1 1 1 35 13#12 & 1#12G. IN 1 /2 "C 100 1 #6 3 #3, IN 1-1/4-C PLAN SCALE A" -6' -0" SCOPE OF WORK THE SCOPE OF WORK IS THE INSTALUON OF ELECTRICAL EQUIPMENT AND WIRING FOR THE NEW LIFT STATION. LOAD CALCULATION 2 -3 H.P. SEWAGE PUMPS 34 -0 AMPS. MISCELLANEOUS BASE LOAD 24.5 AMPS. 25% OF LARGEST MOTOR 4_3 AMPS. TOTAL 62.8 AMPS. SERVICE- 1 nnA 6" D.I.P. OF 72 LF SEWER METER CONNECTION SEE MDWASD DETAIL SS 1.0 STA = 113 +86 ^. n0 c7 PVC OF 107 LF A 0.40% /A 6 -POLE POWER INSULATED TERM BLOCK J PANEL MOUNT ALLEN BRADLEY BULLETIN 1492 SIZED AS REQUIRED. @ 6-CIRCUIT CONTROL INSULATED TERM BLOCK PANEL MOUNT ALLEN BRADLEY BULLETIN 1492. © CABLE CORD FITTING WITH GLAND NUT AND NEOPRENE BUSHING EQUAL TO CROUSE HINDS CGFP SIZE OR AS REQUIRED FOR CABLE O.D. R W 1" C. FOR BUBBLER TUBE - 1 1/2" C. FOR FLOAT SWITCHES R R 1 #4 TO SLAB REBAR MAXIMUM RESISTANCE TO GROUND 25 OHMS. (MAX.) 1 #4 IN 3/4" C. � 5/8" 0 x 1OFT. LONG COPPER CLAD GND. ROD (2 REQ'D. 6FT. APART M I N . ) DISTANCE TO WET WELL NOT TO EXCEED 6 FT. GENERATOR RECEPTACLE 60" MIN. NEMA 3R, 12 GAUGE 316 STAINLESS STEEL ENCLOSURE. 2 -2" C, TO WET WELL 13PT. S.S. IPADLOCKABLE IDOOR HANDLE r 71 OPL 16 "LEG KIT PVC TO RK TRANSITION CONCRETE PAD 3#12 N 1" C. & CONCRETE 1-1". EMPTY TO BASE VALVE PIT. SEWAGE PUMIP N0,1 \` _ SEWAGE PUMP' NO.2 2" EMPTY CONDUIT.- 7r FRONT VIEW DOORS SHOWN CLOSED NOTE: CONTROL CABINET TO BE 12' DEPTH MIN. SEE NOTE 14 AND 30 ON PAGE E -5 20' LONG, 2"0 SCHEDULE 40 BY OTHERS GALV. STL. 1O PIPE. 24 "x18 "x8" NEMA 4X S.S. ENCLOSURE WITH HINGED BOLT -ON COVfER. Up 1/8" DRAIN AND VENTILATION HOLES C E CONDUIT SEAL _ I O 3' x 3' x 6' CONCRETE SLAB AND 1 F ! I 5/8" x 1 5/8' S.S. UNISTRUT SUPPORT FOR ENCLOSURE. --� I I --� © COAT WITH CLEAR URETHANE SEAL RGS. ELECTRICAL - ELECTRONIC INSULATOR AS TO WET WELL- CRC TO CONTROL 'U' 02049 , PANEL L O PROVIDE 3/4' COND. FROM BOX TO WW. P.V.C. SCHEDULE 40 TYPICAL ARRANGEMENT FOR EVERY CONDUIT FOR CONTROL WIRING (IF NECESSARY) RGS TO PVC. PENETRATING THE WELT WELL. TRANSITION. O PAD -LOCK CAPABLE COVER PUMPS MOTOR CONNECTION BOX N.T.S. rm =Mill= ""romam TERMINAL BLOCK WITH DIODES .193 Dia for No. 8 Screw AC &C RECTIFIER BRIDGE FRAME D -34 GROUND ROD, SEE DETAIL THIS SHEET (TYPICAL. OF 2 ) AS (SILENCE P.B.) BL (ALARM BELL) RECEPTACLE — SEE NOTE 20 ON E -5 3" MIN. FROM REBARS TO TOP AND EDGE OF CONCRETE CONTROL CABINET AND DETAILS N.T.S. 00 LOCATE RECEPTACLE OPPOSITE TO RACK SPACE FOR SCADA RTU ON E -5 TOPS OF MAIN DISCONNECT, AND CONTROL PANEL SHALL BE FLUSH SEE NOTE 18 ON E- Ofl F Tice troaarorx �mr P 30 "x30 "x12" MI . P0vaR ON ® ® , DEPTH A DEA FRONT PANEL I ON ON &*M ALAAM MAW pa Phu m K6 0 0 MARM &ARM NUARM I— J H (DA H (DA C SST m /y/ py�P1lW8� pyp��y 03 O 7EST RESET T RESET OGB1 (C�CB2 0 ® P�84 P�81 CCB4 &#= -.UP CONTROLLER -T SPARE O O RESET RESET - - DEADFRONT� LATCH TABS #4 ® 12" EAC H WAY MAIN DISC. 1/4"0 S.S. 'U' BOLT. (TYP.) STRUCTURAL WELD PROVIDE 4 PVC. CAP. D >Q ! QV A a. ANTENNA SPECIALIST N 3 MOUNTING CLAMP o� wo G J J � j I w x j ' MOD. ASPA320 (TYP.) t5 w ' i STUB UP 6" CAP OFF a ' THREADED END CONDUIT Z O J U W GROUND CLAMP V) W ! ; . _ 4 1/2" 24 "x18 "x8" NEMA 4X S.S. ENCLOSURE WITH HINGED BOLT -ON COVfER. Up 1/8" DRAIN AND VENTILATION HOLES C E CONDUIT SEAL _ I O 3' x 3' x 6' CONCRETE SLAB AND 1 F ! I 5/8" x 1 5/8' S.S. UNISTRUT SUPPORT FOR ENCLOSURE. --� I I --� © COAT WITH CLEAR URETHANE SEAL RGS. ELECTRICAL - ELECTRONIC INSULATOR AS TO WET WELL- CRC TO CONTROL 'U' 02049 , PANEL L O PROVIDE 3/4' COND. FROM BOX TO WW. P.V.C. SCHEDULE 40 TYPICAL ARRANGEMENT FOR EVERY CONDUIT FOR CONTROL WIRING (IF NECESSARY) RGS TO PVC. PENETRATING THE WELT WELL. TRANSITION. O PAD -LOCK CAPABLE COVER PUMPS MOTOR CONNECTION BOX N.T.S. rm =Mill= ""romam TERMINAL BLOCK WITH DIODES .193 Dia for No. 8 Screw AC &C RECTIFIER BRIDGE FRAME D -34 GROUND ROD, SEE DETAIL THIS SHEET (TYPICAL. OF 2 ) AS (SILENCE P.B.) BL (ALARM BELL) RECEPTACLE — SEE NOTE 20 ON E -5 3" MIN. FROM REBARS TO TOP AND EDGE OF CONCRETE CONTROL CABINET AND DETAILS N.T.S. 00 LOCATE RECEPTACLE OPPOSITE TO RACK SPACE FOR SCADA RTU ON E -5 TOPS OF MAIN DISCONNECT, AND CONTROL PANEL SHALL BE FLUSH SEE NOTE 18 ON E- Ofl F Tice troaarorx �mr P 30 "x30 "x12" MI . P0vaR ON ® ® , DEPTH A DEA FRONT PANEL I ON ON &*M ALAAM MAW pa Phu m K6 0 0 MARM &ARM NUARM I— J H (DA H (DA C SST m /y/ py�P1lW8� pyp��y 03 O 7EST RESET T RESET OGB1 (C�CB2 0 ® P�84 P�81 CCB4 &#= -.UP CONTROLLER -T SPARE O O RESET RESET - - DEADFRONT� LATCH TABS #4 ® 12" EAC H WAY MAIN DISC. 1/4"0 S.S. 'U' BOLT. (TYP.) STRUCTURAL WELD CONCRETE �J-0-t, ••SLAB . DEAD FRONT VIEW N.T.S. DOORS SHOWN OPEN, CHEM. ADHESIVE ANCHOR CARTRIDGE SYSTEM 5/8"0, MIN. S.S. ANCHOR THREADED ROD 6„ W/ 5-1/2" MIN. DEPTH OF EMBEDMENT (TYP.) d A N. ° 6 " a d A A 1 1/2" ° `q4 •• A ° 6. °' a• ° 1 1/2* FRONT A . A a ' . a . A ° aA CONTROL CABINET c c' LEGS. • A °. ° A a MINIMUM -4 v A. G a a A A a A d..A CONCRETE SLAB. ° v ° Ad . A A a A .d •• TYPICAL GROUND ROD DETAIL N.T.S. 6,0 a ° d. a A ° A a 4 • D Q CONCRETE �J-0-t, ••SLAB . DEAD FRONT VIEW N.T.S. DOORS SHOWN OPEN, CHEM. ADHESIVE ANCHOR CARTRIDGE SYSTEM 5/8"0, MIN. S.S. ANCHOR THREADED ROD 6„ W/ 5-1/2" MIN. DEPTH OF EMBEDMENT (TYP.) d A N. ° 6 " a d A A 1 1/2" ° `q4 •• A ° 6. °' a• ° 1 1/2* FRONT A . A a ' . a . A ° aA CONTROL CABINET c c' LEGS. • A °. ° A a MINIMUM -4 v A. G a a A A a A d..A CONCRETE SLAB. ° v ° Ad . A A a A .d •• TYPICAL GROUND ROD DETAIL N.T.S. 6,0 a ° d. a A ° A a CONCRETE SLAB AND ANCHORAG N.T.S. CONCRETE OR FIBERGLASS BODY WITH COVER PLUG. GROUND WIRE SHALL BE CONNECTED TO GROUND ROD BY EXOTHERMIC WELDING. SEAL W /WEATHERPROOF SEALANT 5/8 "X10' -0" LONG COPPER ALLOY GROUND ROD. 3" RGS. GALV. CONCRETE FILLED CONDUIT WITH CAP (TYP.) 1 1/2 "X1 1/2" 'U' CHANNEL. (TYP,) EMBEDDED IN CONCRETE CONCRETE PAD AND GROUNDED TO THE SYSTEM. TOP OF THE SLAB 2" MIN A F G. 4 Q A a. G A C 44° .A 4 CONCRETE SLAB AND ANCHORAG N.T.S. CONCRETE OR FIBERGLASS BODY WITH COVER PLUG. GROUND WIRE SHALL BE CONNECTED TO GROUND ROD BY EXOTHERMIC WELDING. SEAL W /WEATHERPROOF SEALANT 5/8 "X10' -0" LONG COPPER ALLOY GROUND ROD. 3" RGS. GALV. CONCRETE FILLED CONDUIT WITH CAP (TYP.) 1 1/2 "X1 1/2" 'U' CHANNEL. (TYP,) EMBEDDED IN CONCRETE CONCRETE PAD AND GROUNDED TO THE SYSTEM. TOP OF THE SLAB 2" MIN A F G. COMMON ALARM HIGH LEVEL ALARM SPARE INTRUSION ALARM LOW LEVEL ALARM GENERATOR FIELD WIRE BLOCK PUMP #1 CONTROL 4 -1 -A 1 1 -1 -A 2-1 A BATTERY LOW 2 -1 -B � 24VDC POWER 2 � SUPPLY 1 -1 -B 4 -3 -A 1 -2 -A PUMP #1 3 2 -2 -B � 1 PULSE _ .1" (SEE NOTE) � DI -1 AC FAIL REMOTE RUN 4 4 -4 -B � 1 -2 -B 1 -3 -A 2 -3 -B � � 4 -5 -B DPC3330 1 -3 -B A 4 -6 -B 1 -4 -A DI -2 SLOT 2 4 -7 -B REMOTE RESET 4 -8 -A 1 -4 -B ALARMS 1 -5 -A 1 _rl_Q A DI -1 B A DI -2 B A DI -3 B A DI -4 B 9 B A DI -5 ►1 -6 )1 -7 ►1 -8 i r► i lulu LOOP WIRING INFORMATION NOTE: SLOT 1 SHALL BE WIRED WITH #14 THHN STR. BLUE AND LABELED ACCORDING TO DRAWING. RTU DPC3330 SLOT 1 RLmv i L ) FIELD FLOW TRANSMITTER 6 -1 -A 6 -1 -B LEVEL TRANSMITTER -- 6 -2 -A WET WELL 6 -2 -B PRESSURE TRANSMITTER 6 -3 -A DISCHARGE + PRESSURE _ 6 -3 -B AMP TRANSMITTER 6 -4 -A 6 -4 -B FIELD FIELD PUMP #1 CONTROL 4 -1 -A MANUAL / AUTO 2-1 A j PUMP #1 CONTROL 2 -1 -B � � 4 -2 -B PUMP #2 CONTROL 4 -3 -A A\ PUMP #1 2 -2 -B � 1 PULSE _ .1" (SEE NOTE) � DI -1 REMOTE RUN 4 -4 -B � RTU SPARE 2 -3 -B � � 4 -5 -B DPC3330 PUMP #2 A 4 -6 -B B DI -2 SLOT 2 4 -7 -B REMOTE RESET 4 -8 -A ALARMS SPARE DI -3 SPARE DI -4 2-4-B 2 -5 -A SPARE B DI -5 2 -5 -B 2 -6 -A SPARE B DI -6 2 -6 -B 2 -7 -A Al SPARE B DI -7 2 -7 -B 2 -8 -A A SPARE B DI -8 2 -8 -B REMOTE STATION LOOP WIRING INFORMATION 2 PUMPS SINGLE SPEED NOTE: SLOT 2 SHALL BE WIRED WITH #14 THHN STR. BLACK AND LABELED ACCORDING TO DRAWING. RLmv i L ) FIELD FLOW TRANSMITTER 6 -1 -A 6 -1 -B LEVEL TRANSMITTER -- 6 -2 -A WET WELL 6 -2 -B PRESSURE TRANSMITTER 6 -3 -A DISCHARGE + PRESSURE _ 6 -3 -B AMP TRANSMITTER 6 -4 -A 6 -4 -B FIELD PUMP #1 CONTROL 4 -1 -A MANUAL / AUTO 4 -1 -B j PUMP #1 CONTROL 2 -1 -B � � 4 -2 -B PUMP #2 CONTROL 4 -3 -A A\ 2 -2 -B � 1 PULSE _ .1" (SEE NOTE) � � REMOTE RUN 4 -4 -B � 4 -5 -A SPARE 2 -3 -B � � 4 -5 -B 4 -6 -A SPARE A 4 -6 -B B FIELD FLOW TRANSMITTER 6 -1 -A 6 -1 -B LEVEL TRANSMITTER -- 6 -2 -A WET WELL 6 -2 -B PRESSURE TRANSMITTER 6 -3 -A DISCHARGE + PRESSURE _ 6 -3 -B AMP TRANSMITTER 6 -4 -A 6 -4 -B FIELD PUMP #1 CONTROL 4 -1 -A MANUAL / AUTO 4 -1 -B j PUMP #1 CONTROL 4 -2 -A REMOTE RUN 4 -2 -B PUMP #2 CONTROL 4 -3 -A MANUAL / AUTO 4 -3 -B 4 -4 -A PUMP #2 CONTROL REMOTE RUN 4 -4 -B 4 -5 -A SPARE 4 -5 -B 4 -6 -A SPARE 4 -6 -B BATTERY TEST 4 -7 -A 4 -7 -B REMOTE RESET 4 -8 -A ALARMS SPARE FOR FUTURE 0 -10 P.S.I. (0 -277') 0 -100 P.S.I. SEE NOTES RTU DPC3330 4 -20MA A AI -1 SLOT 6 B S SHIELD A 4 -20MA AI -2 B S SHIELD 4 -20MA A AI -3 B S SHIELD 4 -20MA REMOTE STATION LOOP WIRING INFORMATION ANALOG INPUT NOTE: 4 -20 MA SIGNAL CABLE SHALL BE BELDEN 9341 TWISTED PAIR OR EQUAL AND BE LABELED ACCORDING TO DRAWING. ►0 -1 ►0 -2 10 -3 A DO -4 B JB O -5 10 -6 10 -7 ►0 -8 LOOP WIRING INFORMATION NOTES: SLOT 4 SHALL BE WIRED WITH #14 THHN STR. RED AND LABELED ACCORDING TO DRAWING. FOR MULTI SPEED PUMPS CONNECT REMOTE /�A�Irf�IRGUIT % HIGH Cf EE9.� RTU DPC3330 SLOT 4 1.0 BASIC ELECTRICAL REQUIREMENTS 1.1 SCOPE OF WORK A. FOR PURPOSE OF LEGIBILITY, DRAWINGS ARE DIAGRAMMATIC AND ALTHOUGH LOCATION OF EQUIPMENT IS SHOWN TO SCALE, THE CONTRACTOR SHALL VERIFY ALL INFORMATION AT THE SITE BEFORE BIDDING THE JOB, B. WHEN DRAWINGS, NOTES AND THESE REQUIREMENTS ARE IN CONFLICT, THE MOST STRINGENT CONDITION SHALL APPLY UNLESS OTHERWISE APPROVED BY THE ENGINEER. C. THE WORK CONSISTS OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND INSTALLATION REQUIRED FOR THE COMPLETE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS OR CALLED FOR IN THESE REQUIREMENTS, D. FURNISH, INSTALL AND MAINTAIN TEMPORARY ELECTRICAL POWER AND LIGHTING REQUIRED FOR ALL TRADES. E. CONNECT ELECTRICAL EQUIPMENT FURNISHED BY OTHER TRADES EVEN IF NOT SHOWN ON ELECTRICAL DRAWINGS. 1.2 CODES AND STANDARDS A. PERFORM WORK AND FURNISH EQUIPMENT COMPLYING WITH THE FOLLOWING CODES: 1) NATIONAL ELECTRICAL CODE (NEC) 2) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 3) UNDERWRITERS' LABORATORIES (UL) 4) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 5) AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 6) INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 7) FLORIDA BUILDING CODE (FBC) 8) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 1.3 SHOP DRAWINGS A. WITHIN 30 DAYS AFTER THE DATE OF THE AWARD OF THE CONTRACT, AND BEFORE ANY MATERIAL OR EQUIPMENT IS PURCHASED, SUBMIT TO THE ENGINEER FOR APPROVAL, A COMPLETE LIST IN QUINTUPLICATE OF ELECTRICAL MATERIALS, AND EQUIPMENT TO BE INCORPORATED IN THE WORK. INCLUDE CATALOG NUMBER, DIMENSIONS, INTERCONNECTION DIAGRAMS AND INSTALLATION INSTRUCTIONS. 1.4 OPERATION AND MAINTENANCE MANUALS A. 0 & M MAINTENANCE MANUALS MUST CONTAIN BUT NOT LIMITED TO THE FOLLOWING. 1) SYSTEM DESCRIPTION, AND OPERATING AND MAINTENANCE INSTRUCTIONS. 2) MANUFACTURER'S NAME AND MODEL NUMBER OF ALL COMPONENTS. 3) CONTROL AND WIRING DIAGRAMS WITH SEQUENCE OF OPERATION. 4) LIST OF RECOMMENDED SPARE PARTS. 1.5 AS BUILT DRAWINGS A. AFTER FINAL INSPECTION, FURNISH A SET OF REPRODUCIBLE "AS BUILT DRAWINGS" SHOWING DEPTHS AND ROUTING OF CONCEALED ELECTRICAL BELOW GRADE INSTALLATIONS AND ALL VARIATIONS BETWEEN THE ACTUAL WORK AND AS IT WAS SHOWN ON THE CONTRACT DRAWINGS. 1.6 MATERIALS A. FURNISH EQUIPMENT AND MATERIALS THAT ARE NEW AND LATEST DESIGN OF STANDARD PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH EQUIPMENT. B. ALL MATERIALS SHALL BEAR THE LABEL OF UNDERWRITER'S LABORATORY FOR THE INTENDED USE. C. EQUIPMENT ENCLOSURES SHALL BE NEMA 12 FOR INDOOR USE, AND NEMA 0 (STAINLESS STEEL) OR 3R AS SHOWN ON DRAWINGS FOR OUTDOOR USE. D. FURNISH LIGHTING FIXTURES WITH LAMPS AND 10 PERCENT (TWO MINIMUM) SPARE LAMPS OF EACH TYPE. E. FURNISH FUSIBLE EQUIPMENT WITH FUSES AND 10 PERCENT (THREE MINIMUM) OF SPARE FUSES OF EACH TYPE. 1.7 INSTALLATION A. INSTALL EQUIPMENT AT THE LOCATIONS SHOWN ON THE DRAWINGS FOLLOWING THE MANUFACTURER'S RECOMMENDATIONS. B. COORDINATE INSTALLATION OF UNDERGROUND DUCTS AND CONDUITS WITH EXISTING UNDERGROUND UTILITIES. FIELD VERIFY ROUTING AND BURIAL DEPTH. DRAIN DUCTS AWAY FROM BUILDINGS TOWARD MANHOLES. LOW POINTS IN DUCT BANK RUNS ARE NOT ACCEPTABLE. C. INSTALL FLOOR MOUNTED SELF SUPPORTED EQUIPMENT ON 4- INCHES HIGH CONCRETE PADS WITH STEEL REINFORCING. USE REQUIRED BOLTS, ANCHORS, INSERTS AND CONDUIT SLEEVES. D. MAKE OPENINGS THROUGH WALLS, CEILINGS, ROADWAYS, FLOOR SLABS, ETC. REQUIRED FOR THE INSTALLATION OF ELECTRICAL EQUIPMENT, BUT CUTTING, WELDING, OR OTHER WEAKENING OF BUILDING STRUCTURE TO SIMPLIFY ELECTRICAL EQUIPMENT AND MATERIALS' INSTALLATION ARE NOT BE PERMITTED. WHERE EXISTING WALLS, CEILINGS OR FLOOR SLABS HAVE TO BE CUT, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER BEFORE MAKING SUCH CUTS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE DONE WHILE PROVIDING SUCH OPENINGS AND SHALL PATCH THE SURFACE TO MATCH ADJACENT MATERIALS AND FINISHES. E. NO CONDUITS, SLEEVES, PIPES OR ANY OTHER ITEM SHALL BE EMBEDDED IN CONCRETE ALONG OR THROUGH ANY BEAM, COLUMN, FOOTING, GRADE BEAM, SLAB, WALL OR ANY OTHER STRUCTURAL MEMBER WITHOUT THE PRIOR APPROVAL OF THE ENGINEER. F. COORDINATE SHIPPING LENGTHS OF SWITCH GEARS AND MOTOR CONTROL CENTERS. THOSE ITEMS SHALL BE ABLE TO BE REMOVED AND REPLACED IN THE FUTURE THROUGH THE PERMANENT ACCESS PROVIDED IN THE STRUCTURE. G. PROVIDE 36- INCHES WIDE, 3/16- INCHES THICK RUBBER MATS IN THE FRONT AND REAR OF SWITCH GEARS, MOTOR CONTROL CENTERS AND SWITCHBOARDS. MATS TO COMPLY WITH FEDERAL SPECS ZZ -F- 416A. 1.8 TESTING A. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL ENERGIZE, START -UP AND TEST OPERATE ALL THE SYSTEMS AND EQUIPMENT IN THE PRESENCE OF THE ENGINEER. INSULATION RESISTANCE TESTS SHALL BE MADE ON EACH 480 AND 240 VOLT FEEDER WITH A 500 VOLT DC MEGGER. DEFECTS FOUND SHALL BE CORRECTED. 2.0 RACEWAYS 2.1 RIGID CONDUIT A. STEEL: HOT DIPPED ZINC COATED, GALVANIZED, THREADED RIGID STEEL CONFORMING TO ANSI C80, AND FED. SPEC WW -C -581. USE THREADED GALVANIZED STEEL FITTINGS, B. ALUMINUM: CONTAINING LESS THAN 0.1 PERCENT COPPER AND CONFORMING TO FEDERAL SPECIFICATION WW- C -540C. USE THREADED ALUMINUM FITTINGS. C. PLASTIC: RIGID, SCHEDULE 40, 90 DEGREES C., UL RATED, PVC PLASTIC CONFORMING TO UL 651, FED. SPEC. W -C -1094 AND NEMA TC -2. FITTINGS TO CONFORM WITH UL3 514 AND NEMA TC -3. 2.2 FLEXIBLE METAL CONDUIT LIQUID- TIGHT: FLEXIBLE ZINC COATED CONFORMING TO UL i TYPE WITH LIQUID -11GHT FLEXIBLE PLASTIC SHEATH, CONFORMING TO UL 360 STANDARD, FITTINGS, PER FED. SPEC. W -R -4066 AND UL 514. 2.3 LOCATION AND USE OF EACH TYPE OF CONDUIT A. USE RIGID ALUMINUM CONDUIT FOR ABOVE GROUND EXPOSED INSTALLA1IONS EXCEPT IN CORROSIVE AREAS WHERE PVC COATED RIGID GALVANIZED STEEL SHALL BE USED. B. USE GALVANIZED THREADED RIGID STEEL CONDUIT AS FOLLOWS: 1) WHEREVER SPECIFICALLY CALLED FOR ON DRAWINGS, 2) WHERE RACEWAY ELBOWS FROM DUCT BANKS STUB -UP. 3) FOR UNDERGROUND WORK BEYOND BUILDINGS WHERE CONCRETE ENCASED PLASTIC CONDUITS HAVE NOT BEEN SPECIFIED. COAT BURIED GALVANIZED STEEL CONDUITS AND FITTINGS WITH TWO COATS OF CARBOLINE'S BITUMASTIC NO. 50 OR EQUAL. C. USE PLASTIC CONDUIT AS FOLLOWS: 1) WHEN INSTALLED IN POURED CONCRETE SLABS OR WALLS. 2) FOR UNDERGROUND WORK UNDER SLABS., 3) IN DUCT BANKS OR, IF SPECIFICALLY CALLED FOR, IN TRENCHES, BACK -FILL TRENCHES WITH STRUCTURAL FILL 90 % COMPACTED (PROCTOR DENSITY) AND RESOD TO ORIGINAL CONDITION. D. USE FLEXIBLE METAL CONDUIT (24 TO 60 INCHES LONG) FOR CONNECTIONS TO ROTATING OR VIBRATING EQIUIPMENT. 2.4 INSTALLATION A. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL BENDS, FITTINGS, BOXES, AND SPECIALTIES WHICH MAY BE REQUIRED OR THE EXACT LOCATION OF CONDUITS. EXAMINE THE STRUCTURAL AND FINISH CONDITIONS AFFECTING ALL OF THE WORK AND PLAN IT ACCORDINGLY, FURNISHING SUCH FITTINGS AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. ARRANGE CONDUIT RUNS TO CLEAR BEAMS, PIPES AND OTHER OBSTRUCTIONS AND AVOID INTERFERENCES WITH OTHER TRADES WORK. ANY CHANGES FROM LOCATIONS SHOIWN ON THE DRAWINGS MUST BE APPROVED BY THE ENGINEER. B. INSTALL RACEWAYS PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS, OR INTERSECTIONS OIF VERTICAL PLANES AND CEILINGS. INSTALL HORIZONTAL RACEWAYS CLOSE TO CEILING OR CEILING BEAMS, AND ABOVE PIPES AND DUCTS. C. SIZE RACEWAY ACCORDING TO NEC, BUT IN NJO CASE SHALL BE LESS THAN INDICATED ON DRAWINGS. MINIMUM SIZE SHALL BE 3/4 -INCH, EXCEPT FLEXIBLE CONDUITS TO LIGHT FIXTURES CAN BE 3/8" BUT NOT EXCEEDING SIX FEET LONG. D. INSTALL CONDUITS PASSING THROUGH WALLS AND SLABS IN PVC SLEEVES. EXTEND SLEEVES THROUGH FULL COONCRETE THICKNESS AND PROVIDE 1/2- INCH CLEARANCE AROUND CONDUITS TO FACILITATE SEALING. E. SEAL ANY OPENING MADE IN SLABS OR WALLS TO PREVENT SMOKE OR FIRE SPREAD AND THE PASSAGE OF WATER. IUSE SEALING COMPOUND APPROVED FOR THE PURPOSE. F. USE EXPANSION FITTINGS WHEN CONDUITS CROSS STRUCTURAL EXPANSION JOINTS, G. EXCEPT WHERE BOXES, PANELS AND OTHER EQUIPMENT HAVE THREADED OPENINGS, MAKE CONDUIT CONNECTIONS AS IFOLLOWS: 1)DOUBLE LOCKNUTS, ONE INSIDE AND ONE OUTSIDE, 2)PROVIDE MALLEABLE, IRON OR STEEL BUSHING WITH BAKELITE LINER MOLDED AND BONDED INTO THE BUSHING. 3)PLACE GROUNDING BUSHING ON END OF CONDUIT IN ADDITION TO LOCKNUTS. 2.5 SUPPORT OF RACEWAY A. INSTALL WALL MOUNTED ELECTRICAL EQUIPMENT, WIRING TROUGHS, JUNCTION BOXES AND GROUPS OF TWO OR MORE CONDUITS ON A SYSTEM OF EXTRUDED, GAUGE 12, 1 -5/8 INCHES WIDE, ALUMINUM CHANNELS. ATTACH CHANNELS TO WALL WITH STAINLESS STEEL MACHINE BOLTS AND EXPANSION SHIELDS. CHANNELS TO BE SERIES P -1000 WITH COMPATIBLE HARDWARE AND FITTINGS AS MANUFACTURED BY UNISTRUT MFG. CO. OR EQUAL. B. FASTEN VERTICAL AND HORIZONTAL RUNS OF RACEWAYS AT INTERVALS OF NOT MORE THAN EIGHT FEET AND WITHIN 3 FEET OF BENDS, OUTLETS AND JUNCTION BOXES, C. SUPPORT SINGLE CONDUITS NOT LARGER THAW 1-1/2 INCHES IN DIAMETER BY MEANS OF TWO -HOLE PIPE STRAPS OR INDIVIDUAL PIPE HANGERS. FOR CONDUITS LARGER THAN 1 -1//2 INCHES IN DIAMETER USE INDIVIDUAL PIPE HANGERS, D. SPACE CONDUITS INSTALLED AGAINST CONCRETE SURFACES NOT LESS THAN 1/4 INCH AWAY FROM THE SURFACES IBY CLAMP BACKS OR OTHER APPROVED MEANS, E. FURNISH HANGER RODS MADE OF GALVANIZED) STEEL OF NOT LESS THAN 1/4 INCH IN DIAMETER. WHEN CONCEALED ABOVE A SUSPENDED CEILING, GALVANIZED PERFORATED STEEL STRA4PPING IS ACCEPTABLE F. SUPPORT BRANCH CIRCUIT RACEWAYS INSTALLLED ABOVE SUSPENDED CEILING INDEPENDENTLY OF THE CEILING SUPPPORT SYSTEM. WHEREVER POSSIBLE, THEY SHALL BE FASTENED TO THE: UNDERSIDE OF THE SLAB ABOVE. 3.0 CONDUCTORS (600 VOLTS) 3.1 MATERIAL A. FURNISH CONDUCTORS OF 98 % ANNEALED COPPER, 600 VOLT CLASS B, HEAT AND MOISTURE RESISTANT, THERMOPLASITIC TYPE THHN/THHW (SIZED BY THW RATING), WITH A POLYVINYL CHLORIDE INSULATION RESISTANT TO OIL, GASOLINE AND WEATHER. IIINSULATION SHALL MEET UL STANDARD 83. B. CONDUCTORS TO BE STRANDED; #8 THROUGH( #2 SHALL BE 7 STRAND; #1 THROUGH 4/0, 19 STRAND AND 250 MCW THROUGH 500 MCM, 37 STRAND. 3.2 IDENTIFICATION A. COLOR CODE POWER CONDUCTORS AS FOLLOWS: 1)120/240 VOLT SYSTEM: WHITE - NEUTRAL, BLACK -PHASE A, BLUE - PHASE B, RED -PHASE C. 2)277/480 VOLT SYSTEM: GRAY- NEUTRAL, YIELLOW -PHASE A, BROWN - PHASE B, ORANGE -PHASE C. 3)BONDING CONDUCTOR GREEN. B. IDENTIFY FEEDERS, BRANCH CIRCUITS AND INSTRUMENTATION AND CONTROL WIRES AT TERMINATIONS, JUNCTION AND PULL BOXES. 3.3 INSTALLATION A. DO NOT USE CONDUCTORS SMALLER THAN AIWG #12 FOR POWER AND # 14 FOR CONTROL UNLESS SPECIFICALLY INDICATED ON DRAWINGS. B. DO NOT PULL CONDUCTORS INTO CONDUITS (UNTIL THE MECHANICAL WORK HAS BEEN COMPLETED. C. GROUP AND TIE CONDUCTORS IN PANEL BOARDS, JUNCTION BOXES, PULL BOXES, ETC., FOR A NEAT AND ORDERLLY APPEARANCE. D. USE CONNECTORS, TERMINALS AND SPLICES 1THAT ARE DESIGNED AND APPROVED FOR THE SPECIFIC TYPE AND SIZE OF THE CONDUCTORS BEING CONNECTED. E. FIREPROOF FEEDERS WHERE NOT PROTECTED, BY CONDUITS LIKE IN MANHOLES, SWITCH GEARS, ETC. 4.0 OUTLET, PULL AND JUNCTION BOXES A. OUTLET BOXES IN INDOOR FINISHED WALLS Tf0 BE GALVANIZED STEEL, 4" X 4" X 1 -1/2" CONFORMING TO FEDERALL SPECIFICATIONS WC -583 AND ANSI- C33.65. B. EXTERIOR OUTLET BOXES, BOXES AND FITTINGS EMBEDDED IN CONCRETE, AND BOXES FOR EXPOSED CONDUIT RUNS SHALL BE CAST OF RUST RESISTING METAL, WITH FULL THREADED HUBS, AND SCREW TYPE RUBBER GASKET COVERS. C. INSTALL BOXES FOR LIGHT SWITCHES LOCATEID NEAR DOORS ON THE LOCK SIDE, EVEN WHERE THE SYMBOLS ARE INDICATED ON THE HINGE SIDES. D. PULL AND JUNCTION BOXES SHALL BE OF 12 GAUGE WELDED ALUMINUM WITH HINGED COVER. NEMA 12 FOR INDOOR IUSE AND NEMA 4X FOR OUTDOOR USE. MINIMUM DIMENSIONS SHALL BE 12" X 12" X 60 . E. IN CORROSIVE AREAS OR WHERE CALLED FOR ON DRAWINGS, FURNISH PULL AND JUNCTION BOXES OF 14 GAUGE STRINLESS STEEL. F. WHEN SPLICING CONTROL CONDUCTORS IN BOXES USE SCREW TYPE TERMINAL STRIP BLOCKS CLASS 9080 (G) AS MANUFACTURED BY SQUARE D OR EQUAL„ IDENTIFY EVERY WIRE AT BOTH SIDES AND PROVIDE SPADE TYPE LUGS FOR TERMINATIONJ. G. PROVIDE PULL AND JUNCTION BOXES WHERE REQUIRED TO REDUCE LENGTH OF CABLE PULL OR REDUCE NUMBER OF ELBOWS BETWEEN OUTLETS. 5.0 SWITCHES AND RECEPTACLES A. FURNISH WALL SWITCHES OF THE QUIET AND TOTALLY ENCLOSED TUMBLER TYPE, WITH BODIES OF PHENOLIC COMPOUND. WIRING TERMINALS SHALL BE OF THE SCREW TYPE. NO MORE THAN ONE SWITCH SHALL BE INSTALLED IN A SINGLE -GANG POSITION. SWITCHES SHALL CONFORM TO FEDERAL SPECIFICATIONS WS- 5896E, HUBBEL 1221 AND 1223, OR APPROVED EQUAL. B. USE 20A, 125 V, DUPLEX, U- SLOTTED, GROUNDING TYPE RECEPTACLES THAT CONFORM TO FEDERAL SPECIFICATIONS WC -596D, HUBBEL 5362, OR EQUAL. C. MOUNT DUPLEX RECEPTACLES VERTICALLY. BOXES MOUNTED BACK TO BACK ARE NOT BE PERMITTED, GANGED RECEPTACLES AND SWITCHES SHALL HAVE SINGLE MULTI -GANG COVER PLATE, D. FURNISH HOSPITAL GRADE GROUND FAULT INTERRUPTER WITH DIFFERENTIAL CURRENT TRANSFORMER, SOLID STATE SENSING CIRCUITRY AND CIRCUIT INTERRUPTER. SENSITIVITY TO BE 5 MA, TRIPPING TIME 1 /30TH OF A SECOND, E. WHEN INSTALLING RECEPTACLES IN OUTDOOR LOCATIONS USE CAST - METAL OUTLET BOXES WITH GASKET WEATHERPROOF CAST -METAL COVER PLATES AND SPRING -FLAP CAP OVER EACH RECEPTACLE. F. USE STAINLESS STEEL COVER PLATES FOR SWITCHES AND RECEPTACLES EXCEPT IN NON- INDUSTRIAL AREAS SUCH AS OFFICES, REST ROOMS, LABORATORIES, ETC. 6.0 MOTOR DISCONNECT SWITCHES AND STARTERS A. PROVIDE EACH MOTOR WITH A DISCONNECTING MEANS MEETING THE REQUIREMENTS OF N.E.C. ARTICLE 430. SWITCHES SHALL BE HEAVY DUTY, HORSE POWER RATED, SUITABLE TO BE PADLOCKED IN "OFF" POSITION AND CONFORM TO FEDERAL SPECS W -S -865, NEMA KS 1 AND ANSI C33.64. IF FUSES ARE REQUIRED, THEY SHALL BE CURRENT LIMITING TYPE B. SIZE DISCONNECTS AND STARTERS FOR THE FULL LOAD OF THE CONTROLLED MOTOR. THE HORSEPOWER RATINGS INDICATED ON THE DRAWINGS ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR AND DO NOT LIMIT EQUIPMENT SIZE, C. FOR SINGLE -PHASE FRACTIONAL HORSEPOWER MOTORS, A SINGLE OR DOUBLE -POLE TOGGLE SWITCH WILL BE ACCEPTABLE PROVIDED THE AMPERE RATING OF THE SWITCH IS AT LEAST 125 PERCENT OF MOTOR RATING. D. SWITCHES SHALL BE THE QUICK -BREAK TYPE AND DISCONNECT ALL UNGROUNDED CONDUCTORS. E. FOR MOTORS LARGER THAN 1/4 HORSEPOWER, FURNISH STARTERS SPECIFICALLY DESIGNED FOR THE PURPOSE AND HAVING A HORSEPOWER RATING EQUAL TO THE MOTOR CONTROLLED. F. PROVIDE MOTORS OF 1/8 HORSEPOWER OR LARGER WITH THERMAL - OVERLOAD PROTECTION. THE OVERLOAD PROTECTION DEVICE, OF THE MANUAL RESET TYPE AND WITH CONTACTS ON EACH PHASE, SHALL BE PART OF THE STARTER. SIZE THE OVERLOAD HEATER ELEMENTS ACCORDING TO THE MOTOR MANUFACTURER'S RECOMMENDATIONS AND BASED ON THE ACTUAL MOTOR NAMEPLATE FULL-LOAD CURRENT. G. PROVIDE EACH MOTOR WITH A SUITABLE CONTROLLER OR DEVICE TO MAKE IT PERFORM AS REQUIRED. AUTOMATIC CONTROL DEVICES SUCH AS THERMOSTATS, FLOAT OR PRESSURE SWITCHES MAY DIRECTLY CONTROL THE START -STOP OF MOTORS UP TO 1/4 HORSEPOWER, PROVIDED THE DEVICES USED ARE DESIGNED FOR THE PURPOSE AND HAVE AN ADEQUATE HORSEPOWER RATING. WHEN THE AUTOMATIC - CONTROL DEVICE DOES NOT HAVE SUCH A RATING, A MAGNETIC STARTER SHALL BE USED WITH THE AUTOMATIC CONTROL DEVICE ACTIVATING THE COIL OF THE CONTACTOR. H. PROVIDE 3 POSITION MANUAL - OFF -AUTO SWITCH WHEN MANUAL AND AUTOMATIC CONTROL IS REQUIRED. CONNECT THE SELECTOR SWITCH SO THAT ONLY THE AUTOMATIC DEVICES ARE BY- PASSED WHEN THE SWITCH IS IN THE "MANUAL" POSITION. ALL SAFETY DEVICES SUCH AS PRESSURE AND TEMPERATURE SWITCHES, MOTOR OVERLOAD AND SAFM SWITCHES SHALL BE ACTIVE IN "MANUAL" AND "AUTOMATIC" POSITIONS. I. MOTOR CONTROL CIRCUITS SHALL OPERATE AT 120V GROUNDED, OBTAINED FROM THE LOAD SIDE OF THE MOTOR- DISCONNECT MEANS. IF THE MOTOR CIRCUIT IS MORE THAN 120V TO GROUND, FURNISH A CONTROL TRANSFORMER WITH FUSED PRIMARY AND SECONDARY CIRCUITS. STARTERS FOR MOTORS WITH SPACE HEATERS SHALL HAVE CONTROL TRANSFORMERS SIZED FOR THE ADDITIONAL LOAD. J. FURNISH COMBINATION MOTOR STARTERS OF THE MOLDED CASE, MOTOR CIRCUIT PROTECTOR, CIRCUIT BREAKER TYPE, THREE PHASE, OF THE VOLTAGE AND SIZE AS SHOWN ON THE DRAWINGS BUT NOT SMALLER THAN THE SIZE REQUIRED BY THE CONTROLLED MOTOR, 120 VOLT CONTROL CIRCUIT, 3 THERMAL INTERCHANGEABLE OVERLOAD RELAYS, "HAND - OFF -AUTO" OR "ON -OFF" SWITCH AS REQUIRED BY THE APPLICATION, RED AND GREEN PILOT LIGHTS AND FOUR NORMALLY CLOSED AND NORMALLY OPEN INTERLOCK CONTACTS. K. THE STARTER DISCONNECT SHALL BE OPERABLE BY AN EXTERNAL "ON- OFF" LABELED HANDLE, INTERLOCKED TO PREVENT OPENING THE ENCLOSURE DOOR WHILE THE DISCONNECT IS IN THE "ON" POSITION EXCEPT WHEN CONSCIOUSLY OPERATING A PERMISSIVE RELEASE DEVICE. L FURNISH STARTERS MANUFACTURED BY SQUARE D, CLASS 8536, ALLEN BRADLEY BULLETIN NO. 509, OR EQUAL. 7.0 PANEL BOARDS A. PROVIDE DEAD FRONT CIRCUIT BREAKER TYPE PANEL BOARDS WITH COPPER BUS AND AS SCHEDULED ON DRAWINGS. EACH PANEL BOARD SHALL BE PROVIDED WITH A SEPARATE GROUND BUS IN ADDITION TO THE NEUTRAL BUS. CIRCUIT BREAKERS SHALL BE BOLT -ON AND HAVE A MINIMUM INTERRUPTING RATING OF 10,000 AMPERES AT 120 VOLTS, AND 14,000 AMPERES AT 277 VOLTS. A TYPEWRITTEN DIRECTORY SHALL CLEARLY IDENTIFY THE LOAD SERVED BY EACH CIRCUIT AND SHALL BE MOUNTED INSIDE THE DOOR IN A METAL FRAME WITH PLASTIC COVER. CIRCUIT NUMBERS SHALL BE PERMANENTLY INDICATED ADJACENT TO EACH CIRCUIT BREAKER. 8.0 GROUNDING A INSTALL GROUNDING AS SHOWN ON DRAWINGS. WHERE NOT INDICATED, INSTALL IN COMPLIANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. DO NOT USE CONDUCTORS SMALLER THAN SIZE AWG #12. B. INACCESSIBLE CONNECTIONS SHALL BE MADE WITH THE EXOTHERMIC WELDING PROCESS USING EQUIPMENT MANUFACTURED BY BURUNDY OR ERICO PRODUCTS OR EQUAL. C. ACCESSIBLE CONNECTIONS SHALL BE MADE WITH BURUNDY, MULTIPLE BOLT CONNECTORS SPECIFICALLY APPROVED FOR THE APPLICATION. D. TO ASSURE ELECTRICAL CONTINUITY, INSTALL JUMPERS ACROSS METAL PARTS SEPARATED BY NON- CONDUCTING MATERIALS OR ATTACHED TOGETHER BY HIGH RESISTANCE JOINTS, E. DO NOT EMBED GROUNDING CABLES DIRECTLY IN CONCRETE. USE SLEEVES WHEN PASSING CABLES THROUGH CONCRETE. BARE COPPER CABLES BURIED IN EARTH SHALL BE TINNED. F. FURNISH GROUND RODS OF COPPER CLAD STEEL, 3/4 INCH IN DIAMETER, 10 FEET LONG, DRIVEN FULL LENGTH INTO THE EARTH. MAXIMUM RESISTANCE TO GROUND IS LIMITED TO 25 OHMS. ADDITIONAL GROUND RODS SHALL BE DRIVEN IF REQUIRED TO MAINTAIN THIS LEVEL. G. PARTS TO BE GROUNDED: SWITCH GEAR AND PANEL BOARD FRAMES, FIXTURES AND DEVICES, CABLE SHEATHS, NEUTRAL OF TRANSFORMERS, BOXES AND RACEWAYS, MOTOR FRAMES, STREET LIGHTS, NON- CURRENT CARRYING PARTS OF APPLIANCES AND DEVICES, AND ALL OTHER PARTS AND EQUIPMENT AS REQUIRED BY NEC. NEVER US A NEUTRAL WIRE AS GROUNDING MEANS. H. BOND EQUIPMENT WITH CONDUCTORS INSTALLED IN SAME CIRCUIT RACEWAY AND SIZED AS FOLLOWS: 1)EQUIPMENT RATED 50 AMPERES OR UNDER WITH ONE AWG #8. 2)EQUIPMENT RATED 50 TO 125 AMPERES WITH ONE AWG #6. 3)EQUIPMENT RATED OVER 125 AMPERES WITH ONE AWG #6 AND ONE# 1/0 IN 3/4 INCH CONDUIT TO BUILDING GROUND LOOP OR GROUND ROD, I. PROVIDE POWER AND LIGHTING CIRCUIT AND 120 VOLT GROUNDING RECEPTACLE WITH A GREEN GROUNDING CONDUCTOR OF THE SAME SIZE AND TYPE AS THE PHASE CONDUCTOR AND RUNNING IN THE SAME CONDUIT. J. MAKE BONDING TO EQUIPMENT WITH APPROVED SOLDERLESS CONNECTOR. CONTACT SURFACE SHALL BE UNPAINTED AND THOROUGHLY CLEANED BEFORE CONNECTION IS MADE TO INSURE A GOOD METAL CONTACT. 9.0 TRANSFORMERS A. FURNISH DRY TYPE, THREE OR SINGLE PHASE TRANSFORMERS OF THE SIZE AND VOLTAGE INDICATED ON THE DRAWINGS, WITH FOUR (TWO ABOVE AND TWO BELOW) 2 -1/2 PROOF ENCLOSURE WITH FRONT ACCESSIBLE WIRING COMPARTMENT AND CONFORMING TO THE APPLICABLE REQUIREMENTS OF ANSI, IEEE, AND NEMA STANDARDS. B. CORE AND COIL ASSEMBLY TO BE VACUUM IMPREGNATED WITH CLASS H INSULATION. TEMPERATURE RISE NOT TO EXCEED 115 DEGREE C. C. TRANSFORMERS SOUND LEVEL NOT TO EXCEED FOLLOWING VALUES: 0 TO 9 KVA, 36 DB; 10 TO 45 KVA , 42 DAB; 50 TO 100 KVA, 45 DB. D. BOLT FLOOR MOUNTED TRANSFORMERS TO FLOOR, WHEN WALL MOUNTED, PROVIDE STEEL BRACKET ANGLES AND BOLT TRANSFORMER TO BRACKET. USE NEOPRENE ISOLATION PADS TO ISOLATE VIBRATIONS. E. ADJUST PRIMARY TAPS TO PROVIDE A SECONDARY VOLTAGE WITHIN + 5 OF NOMINAL VOLTAGE. 10.0 DUCT BANKS A. DUCT BANKS OF THE SIZE INDICATED ON DRAWINGS, SHALL CONSIST CF A NUMBER OF INDIVIDUAL PVC DUCTS AS INDICATED, ENCASED IN A REINFORCED CONCRETE ENVELOPE, B. USE PVC SCHEDULE 40 CONDUITS WITH MOLDED INTERLOCKING SPACERS. CONCRETE TO BE CLASS C, 2500 POUNDS PSI. PROVIDE 12 AWG PULL WIRE IN ALL EMPTY CONDUITS. C. SLOPE DUCTS A MINIMUN OF 3 INCHES PER 100 FEET. SLOPE TO BE AWAY FROM BUILDINGS, FROM ONE MANHOLE TO THE NEXT OR BOTH WAYS FROM A HIGH POINT BETWEEN MANHOLES. KEEP THE HIGHEST POINT NOT LESS THAN 24 INCHES BELOW THE FINISHED GRADE. SYMBOL- LEGEND: UNDERGROUND POWER CONDUIT ELECTRICAL CIRCUIT RUN EXPOSED FUSED SAFETY SWITCH - NUMBER INDICATES 3 oU POLES, TRIP AND FRAME - SIZE "0" FOR TRIP INDICATES A NON -FUSED SWITCH TRANSFORMER HORN 6 BELL MOTOR DUPLEX CONVENIENCE OUTLET G.F.I. GROUND FAULT INTERRUPTER RECEPTACLE O JUNCTION BOX TS W4 p TOGGLE SWITCH ON -OFF TYPE I PUSH BUTTON 0 0 0 o PUSH BUTTON, ON -OFF TYPE, MAINTAINED POSITION. ova LIMIT SWITCH OVERLOAD 0_� TEMPERATURE ACTUATED SWITCH od 1-0 RELAY CONTACT NORMALLY OPEN, CLOSES ON ENERGIZATION, OPENS ON p-� RELAY CONTACT NORMALLY CLOSED, OPENS PWR. XFMR. 3PH. WYE GROUNDED, POTENTIAL XFMR. MEDIUM DRAWOUT PRIMARY 3 FUSED NUMERAL INDICATES QUANTITY. CONTROL POWER XFMR. -� CURRENT LIMITING FUSE SC SURGE CAPACITOR & LIGHTNING ARRESTER O- o FLOW SWITCH O-e FLOAT SWITCH of o PRESSURE SWITCH o_ _ o TIME DELAY RELAY CONTACT NOTES: 1. ALL CIRCUITS TO CARRY A FULL GROUND WIRE PER N.E.C. 250 2. ELECTRICAL SERVICE TO WITHSTAND UTILITY AVAILABLE FAULT CURRENT AND BUILT PER FPL STANDARD. CONTACT -_ PHONE _ F.P.L. REP. IN THIS AREA. 3. SEE MECHANICAL DWGS. FOR INSTALLATION DETAILS. 4. MINIMUM INTERRUPTING CAPACITY OF THE ELECTRICAL PANEL SHALL BE 10,000 AMPS OR AVAILABLE FAULT CURRENT 5, SCADA RTU PANEL PROVIDED BY THE DEPARTMENT AND INSTALLED BY CONTRACTOR. SEE SHEET E -2 6. METER CAN AND MAIN DISCONNECT TO BE MOUNTED ON THE BACK OR SIDE OF CABINET IN A SEPARATE GROUNDED STRUCTURE. THEIR TOP SHALL NEVER BE HIGHER THAN THE TOP OF CABINET. 7. MOTOR CIRCUIT BREAKER TO BE CAPABLE OF BEING PADLOCKED IN THE OPEN POSITION AND NOT OBSTRUCT CLOSING OR OPENING OF DEAD FRONT. 8, TELEMETRY ANTENNA FOUNDATION IS W.A.S.D. STANDARD AND COMPLIES WITH FBC CHAPTER 16. 9. WHEN FIELD CONDITIONS REQUIRES THE METER TO BE MOUNTED AT ANY LOCATION MORE THAN FIVE (5) FEET AWAY FROM THE MAIN BREAKER OF THE CONTROL PANEL; A SERVICE ENTRANCE RATED ENCLOSED MAIN CIRCUIT BREAKER SHALL BE PROVIDED NOT MORE THAN FIVE (5) FEET AWAY FROM THE METER LOCATION. 10.. "M" PANEL IS FACTORY FURNISHED AS AN INTEGRAL PART OF THE CONTROL PANEL. 11. MOTOR CIRCUIT PROTECTOR INDICATED IS AN ADJUSTABLE INSTANTANEOUS -TRIP MAGNETIC ONLY CIRCUIT BREAKERS FOR SINGLE MOTOR CIRCUIT PROTECTION AND ARE INTENDED FOR USE IN COMBINATION WITH MOTOR STARTERS WITH OVERLOAD RELAYS FOR THE PROTECTION OF MOTOR CIRCUITS FROM SHORT CIRCUITS AND OVERLOADS, 12, THE TRANSFORMER SHALL BE WEATHERPROOF, NEMA TYPE 3R AND MOUNTED OUTSIDE PANEL. SECONDARY PROTECTION TO REMAIN FOR 240 VOLTS SERVICE. 13. ALL CABLES SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MOTOR WIRES SHOWN ARE MOTOR POWER AND GROUND ONLY. OVER TEMPERATURE AND HEATER WIRES (3 #14) & (3 #12) SHALL BE INCLUDED. SUBMERSIBLE PUMP MOTORS CABLES MULTICONDUCTOR TO BE FURNISHED BY THE MANUFACTURER AS AN INTEGRAL PART OF THE MOTOR. IF THE PUMP IS FURNISHED WITH SEPARATED POWER AND CONTROL CABLES; CONTRACTOR SHALL INCREASE THE SIZE OF THE CONDUITS AS REQUIRED. 14. PUMP CONTROL PANEL SHALL BE MANUFACTURED AND LABELED PER UL508 AND BE SERVICE ENTRANCE RATED, 15. MICROPROCESSOR BASED CONTROLLER WITH AIR BUBBLER AND BACKUP FLOAT SWITCHES AS MODELS 11928 -3 AND 11946 MANUFACTURED BY DIGITAL CONTROL CORPORATION OR APPROVED EQUAL. 16. SUPPORTS SHALL MEET ASCE 7 -93 SECTION 6 WIND LOADS 17. WET WELL IS A CLASS I DIVISION 2 HAZARDOUS LOCATION. SEAL OFF SHALL COMPLY WITH NEC. 501 -5(b), 18. MAIN DISCONNECT SWITCH SIZED TO MATCH MAIN CIRCUIT BREAKER AND IN A PAD LOCKABLE SERVICE RATED, 10,000 A.I.C. MIN, NEMA 4X STAINLESS STEEL ENCLOSURE. TOP FLUSH W /CONTROL PANEL. 19. PANEL SHALL INCORPORATE A TAMPER /INTRUSION SWITCH (DC) THAT ACTIVATES AN ALARM TO THE RTU WHENEVER THE PANEL IS OPENED. 20. THE TEMPERATURE RATING ASSOCIATED WITH THE AAPACITY OF A CONDUCTOR SHALL COMPLY WITH THE NEC -110 - 14 -C 21. MAXIMUM GROUND RESISTANCE SHALL NOT EXCEED 25 OHMS 22. MINI -FLOAT MODEL SM -NO BY ANCHOR SCIENTIFIC OR APPROVED EQUAL. 23. ALL ELECTRICAL EQUIPMENT AND APPURTENANCES SHALL COMPLY WITH N.E.C.-11026. 24. MINIMUM CONDUIT SIZE TO BE 3/4" AND WIRE TO BE # 12 CU. 25. OMIT MOTOR HEATERS FOR SUBMERSIBLE AND MOTORS UNDER 50 HP. 26. LIGHTNING ARRESTOR AND SURGE CAPACITOR SHALL BE INSTALLED IN PANEL AND CONNECTED TO A MULTI -WIRE LUG IN MAIN CIRCUIT BREAKER BY CONTROL PANEL MFR. 27. GROUNDING AND NEUTRAL CONDUCTORS SHALL BONDED AT ENTRANCE POINT ONLY. 28. PROVIDE GAUGE TO MESSURE PRESSURE (INCHES OF H20) IN WET WELL AIR LINE. 29. PROVIDE PANEL MANUFACTURER'S RECOMMENDED SPARE PARTS FOR TWO YEARS. 30. AS PER NEC - 110 -16 REQUIREMENTS, THE CONTROL PANEL SHALL BE MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. TO DETERMINE THE LEVEL OF HAZARD, SHORT CIRCUIT /COORDINATION AND ARC FLASH BOUNDARY ARE REQUIRED, PROVIDE WARNING LABEL INDICATING SEVERITY OF POTENTIAL EXPOSURE AND LEVEL OF PERSONAL PROTECTIVE (PPE) EQUIPMENT REQUIRED. 31. RTU ANTENNA, CABLE AND ALL THE REQUIRED ACCESSORIES, PROVIDED AND INSTALLED BY WASD WITH THE ASSISTANT OF THE CONTRACTOR. 32. AS PER NEC ARTICLE 409.110 REQUIREMENTS, THE CONTROL PANEL SHALL BE MARKED WITH A SHORT CIRCUIT RATING THAT IS DETERMINED BY BEING A LISTED AND LABELED ASSEMBLY OR BY ANOTHER APPROVED METHOD.