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08-1095-002- s.M W 0- I 11 t9r: ED I ; Pal ..ttl::u .11f 6 i I � ........................ NoIth L: fie 812 Lct 6 22 fi doer ®,�.. -�� o � { i i i.. L-0-s- P r , U'. • :a r r i I I ii I I I H E T R; u I I I H Lit I UAA E2 CB Nv IW4) 1J rt " aE _ r CS I .[ t X RICP F:uFr� m�rcrtm� .. �.....,.....J -... �:�.• �r I --�,� ...��akn�: -' - -<� t�;E,��aa =. -: I tM GA Uj it {r se •' , i :t F ( II 1r 3 j E f J i5 r. nvA .....- 8. - ..... .t.......... f .. $ Ff ',y,. i'- .�.•j .,y.. e, ;fit .. c. i.� v ....:, — " I..1 AE5 ^di '0 G7 {:_ . !: .:.(._ft F...._.-- :.- :.. :........... .... ..-..,..........._. ._....................- --t --'.� i ,r/ I 1 1 t' Lot � i .% x � LP LA • � : I a . t \ �,. t >ti / ... . \ t. k�.,!telh ( .`• ,Pi'i ` � • � I � 1 E", / n / � # xt _• f >i I: `tt f 'eaa tt.� r 11 y sr�tl ...... , „r:t ....... Si;p: 'f pkop ts` n 63 E kt J Si,g` t —Ll 't,, r5 _ 1I i/ i 4 :ham is � nE} ri i 4,\ c, // - r ISM,, PL uwcre ( i - f } N. i CBS I I` -' ); I' ,` 1 i t. ,�: `. �'1 .. �„ c I,I I •��• � S`� ;. ................ .. -'1'}l �t(�(' j'' .” vA tik I _ .... )''t'I. FS 1.1(,111 -1 ING 3 k r ✓'` ,, - •` ,f 6.x errs. CUCTJ;�f'J_) , ............. .1' 7401 it r ( y�_ !� t / ANISH FLOORInLE IONS: 'palEns .\ � \� :::ti j`\ !! . tr::t /� / � e' fl f f 1 1st I Lt30R 1.02 `)t �Ek .' 2nti FLOOR _ 21.41 r��i'sE�!f <•" % f' {{ I , VI s f vi:� I ✓f ' d o-i f __ 3rf1 FLOOR = 36 W \ � � �� "�F �� f if /., f� X/ e csf -. ` F1.1 i, V u v U U P, t It LU E., LLj V +� ti u��l �U <I V J VNU U y BERMELLC • AJAMILS LLj INSTALLATION1plans\MG 1.. • ' Uj I' Architecture • Engineering • Planning i III - s.M W 0- I 11 t9r: ED I ; Pal ..ttl::u .11f 6 i I � ........................ NoIth L: fie 812 Lct 6 22 fi doer ®,�.. -�� o � { i i i.. L-0-s- P r , U'. • :a r r i I I ii I I I H E T R; u I I I H Lit I UAA E2 CB Nv IW4) 1J rt " aE _ r CS I .[ t X RICP F:uFr� m�rcrtm� .. �.....,.....J -... �:�.• �r I --�,� ...��akn�: -' - -<� t�;E,��aa =. -: I tM GA Uj it {r se •' , i :t F ( II 1r 3 j E f J i5 r. nvA .....- 8. - ..... .t.......... f .. $ Ff ',y,. i'- .�.•j .,y.. e, ;fit .. c. i.� v ....:, — " I..1 AE5 ^di '0 G7 {:_ . !: .:.(._ft F...._.-- :.- :.. :........... .... ..-..,..........._. ._....................- --t --'.� i ,r/ I 1 1 t' Lot � i .% x � LP LA • � : I a . t \ �,. t >ti / ... . \ t. k�.,!telh ( .`• ,Pi'i ` � • � I � 1 E", / n / � # xt _• f >i I: `tt f 'eaa tt.� r 11 y sr�tl ...... , „r:t ....... Si;p: 'f pkop ts` n 63 E kt J Si,g` t —Ll 't,, r5 _ 1I i/ i 4 :ham is � nE} ri i 4,\ c, // - r ISM,, PL uwcre ( i - f } N. i CBS I I` -' ); I' ,` 1 i t. ,�: `. �'1 .. �„ c I,I I •��• � S`� ;. ................ .. -'1'}l �t(�(' j'' .” vA tik I _ .... )''t'I. FS 1.1(,111 -1 ING 3 k r ✓'` ,, - •` ,f 6.x errs. CUCTJ;�f'J_) , ............. .1' 7401 it r ( y�_ !� t / ANISH FLOORInLE IONS: 'palEns .\ � \� :::ti j`\ !! . tr::t /� / � e' fl f f 1 1st I Lt30R 1.02 `)t �Ek .' 2nti FLOOR _ 21.41 r��i'sE�!f <•" % f' {{ I , VI s f vi:� I ✓f ' d o-i f __ 3rf1 FLOOR = 36 W \ � � �� "�F �� f if /., f� X/ e OVFRHF -AG b'intltl:�v' i cfi :I Al 491: 0 1 �'sG ll Post ..............I'lyq w CB -STM - STM — - - - -.. 4th FLOOR = 47.47 �: `' S� �.� °a i M FLOOR W 57.7 .._.._...._i M FLOOR �6,i 7 / / ! M FLOOR 80.82 GAZE-80 15.22 RU IP I i1.5':;:it:C CtEii�(1)�j /! �.z jf /y3:� ,, f�-`. /.� • t f f ....j Z. x. �y z z R '`.3_ /f /f f f' Gate Operator RIM =12.42 INV =x.92 W. __..., GAS ................... 0P, .................... 0, s - 0115 - .......L.....• CAS �...: - 1 � .I I ' EXIST. 6" FIRE SERVICE � ( I! I I "- vFAI Y YYFP11 Wii YFAT kYF k A f;� 4.1 Conc.e EL ,... .......... EXIST. 6 ".,WATER §ERVICF �t 0 EXIST. FIRE DEPT. CONNECTION TO REMAIN EXIST. BUILDING RIM =12.32 ME-RC r IN - INV =9,32 EXIST CNC. SLAB EXIST. DBL. CHECK VALVE ASSEMBLY - CAUTION `{ EXIST. GAS MAIN J 'YVATER i VMT1EER 4FInEER _. .._- WATER is EXIST. BO`L,4RDS r _........... E:.FC . -. ELl u• Z --- ,__E; ..... PROP. 6"W' TAPPING.- - SLEEVE & TAPPING VALVE (TYP.) f 6 " -9F BEND (TYP.) CAUTION j EXIST. EVEC f JIyR � PROP. C?LLARD ( • rf 1 0 0 15 30 60 SCALE: 1 " =30' __-- .............. 0 5 1: \_ �It `- 0\ � 2C C) SCALE: 1 " =10' 0 :si rr CB �— _....._.... —_� aim =`� „T'41 -- .....__...... � -, �` 1.......:._;T_..•........ CUT AND PLUG AIM =12.39 EXIST. 6" WM (TYP.) IN V=. W. ..vl ...J7l...', PROP. LI I E STOP I {I (TYP.) 1, l i I f I SEXIST. BOLLARDS INATE \. Li.Fr -- �`. i I•i r 1 i � I PROP. RPZ PERE'��' jj �> MDWASD WS 4.18' \\<�3 I PAVEMENT \ �. I � E& `RESTORATION (TYP.) RE4bV,E & REPLACE,ty W/ 19 LF`TYPE "D" } / CURB'` ' EE / - 1 1 Call 48 hours before you dig It's the Law ! 1- 800 -432 -4770 Sunshine State One Call of Florida,lnc. NOTES: 1. NO POTABLE WATER SERVICE INTERRUPTIONS ARE ACCEPTABLE. 2. CONTRACTOR TO TAP TO EXIST. 6" WATER SERVICE WITH TWO (2) 6 "x6" TAPPING SLEVES AND TAPPING VALVES. 3. CONTRACTOR TO INSTALL RPZ PER MDWASD WS 4.16. 4, ONCE RPZ IS OPERATIONAL AND BACTERIOLOGICAL SAMPLES HAVE BEEN COLLECTED, INSERT LINE STOPS. 6. AFTER LINE STOPS ARE IN PLACE, CUT AND PLUG EXISTING SERVICE AS INDICATED ON PLANS. 6• CONTRACTOR TO SHORE ALL EXIST. TREES AND EXIST. FIRE LINE DOUBLE DETECTOR CKECK VALVE ASSEMBLY DURING CONSTRUCTION. 7. CONTRACTOR TO RESTORE ALL EXISTING LANDSCAPING TO PRE - CONSTRUCTION CONDITIONS. 8. CONTRATOR TO RESTORE ALL EXISTING PAVEMENT MARKINGS TO PRE- CONSTRUCTION CONDITIONS. 9. LOCATION OF EXIST. WATER MAINS IS BASED ON PAVEMENT MARKINGS DEPICTING THE WATER MAIN ALIGNMENT PROVIDED BY ARELLANO CONSTRUCTION. LOCATION AND SHAPE FOR ISLAND BASED ON FIELD MEASUREMENTS TAKEN ON SITE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING ABOVEGROUND AND UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THE PLANS. PAVEMENT RESTORATION DETAIL SCALE: N.T.S. 1 1" THICK ASPHALTIC CONCRETE TYPE S -1. 4) 8" LIMEROCK BASE MIN. LBR 100 COMPACTED TO 98% MAX. DENSITY PER AASHTO T -180 12" COMPACTED SUBGRADE MIN. LBR 40 COMPACTED TO 95% MAX. DENSITY PER AASHTO T -180 UUUU UUV 4 U U U V V V uUU U U U V J U U U U U U V QUO V V U U J U V V U U U V U U V U E1 U U U U VU U V U U UJVV VU UVVVU U VU � U V U V V V v +U V iJ J csf -. ` F1.1 :I V u v U U P, t It e _ „ g V VUUU, „i :I fi „ iII J u #Z Z \ \Z3\ u e z '� iita zt Y�t;' V +� l ts� u��l �U <I V J VNU U y BERMELLC • AJAMILS INSTALLATION1plans\MG 1.. • ' & PARTNERS-INC I' Architecture • Engineering • Planning i I J 2601 South Bayshore Drive, 10th Floor j a Miami, Florida 33133` FI t� SV a` INFRASTRUCTURE j UPGRADES Card Caro R &t,_ .v IIli�iE2i3 � "•� 1 SOUTH MIAMI, FL 33143 s.o. t ow, tub 5 ` I{ / 4 W ...... ..........................I.... OVFRHF -AG b'intltl:�v' i cfi :I Al 491: 0 1 �'sG ll Post ..............I'lyq w CB -STM - STM — - - - -.. 4th FLOOR = 47.47 �: `' S� �.� °a i M FLOOR W 57.7 .._.._...._i M FLOOR �6,i 7 / / ! M FLOOR 80.82 GAZE-80 15.22 RU IP I i1.5':;:it:C CtEii�(1)�j /! �.z jf /y3:� ,, f�-`. /.� • t f f ....j Z. x. �y z z R '`.3_ /f /f f f' Gate Operator RIM =12.42 INV =x.92 W. __..., GAS ................... 0P, .................... 0, s - 0115 - .......L.....• CAS �...: - 1 � .I I ' EXIST. 6" FIRE SERVICE � ( I! I I "- vFAI Y YYFP11 Wii YFAT kYF k A f;� 4.1 Conc.e EL ,... .......... EXIST. 6 ".,WATER §ERVICF �t 0 EXIST. FIRE DEPT. CONNECTION TO REMAIN EXIST. BUILDING RIM =12.32 ME-RC r IN - INV =9,32 EXIST CNC. SLAB EXIST. DBL. CHECK VALVE ASSEMBLY - CAUTION `{ EXIST. GAS MAIN J 'YVATER i VMT1EER 4FInEER _. .._- WATER is EXIST. BO`L,4RDS r _........... E:.FC . -. ELl u• Z --- ,__E; ..... PROP. 6"W' TAPPING.- - SLEEVE & TAPPING VALVE (TYP.) f 6 " -9F BEND (TYP.) CAUTION j EXIST. EVEC f JIyR � PROP. C?LLARD ( • rf 1 0 0 15 30 60 SCALE: 1 " =30' __-- .............. 0 5 1: \_ �It `- 0\ � 2C C) SCALE: 1 " =10' 0 :si rr CB �— _....._.... —_� aim =`� „T'41 -- .....__...... � -, �` 1.......:._;T_..•........ CUT AND PLUG AIM =12.39 EXIST. 6" WM (TYP.) IN V=. W. ..vl ...J7l...', PROP. LI I E STOP I {I (TYP.) 1, l i I f I SEXIST. BOLLARDS INATE \. Li.Fr -- �`. i I•i r 1 i � I PROP. RPZ PERE'��' jj �> MDWASD WS 4.18' \\<�3 I PAVEMENT \ �. I � E& `RESTORATION (TYP.) RE4bV,E & REPLACE,ty W/ 19 LF`TYPE "D" } / CURB'` ' EE / - 1 1 Call 48 hours before you dig It's the Law ! 1- 800 -432 -4770 Sunshine State One Call of Florida,lnc. NOTES: 1. NO POTABLE WATER SERVICE INTERRUPTIONS ARE ACCEPTABLE. 2. CONTRACTOR TO TAP TO EXIST. 6" WATER SERVICE WITH TWO (2) 6 "x6" TAPPING SLEVES AND TAPPING VALVES. 3. CONTRACTOR TO INSTALL RPZ PER MDWASD WS 4.16. 4, ONCE RPZ IS OPERATIONAL AND BACTERIOLOGICAL SAMPLES HAVE BEEN COLLECTED, INSERT LINE STOPS. 6. AFTER LINE STOPS ARE IN PLACE, CUT AND PLUG EXISTING SERVICE AS INDICATED ON PLANS. 6• CONTRACTOR TO SHORE ALL EXIST. TREES AND EXIST. FIRE LINE DOUBLE DETECTOR CKECK VALVE ASSEMBLY DURING CONSTRUCTION. 7. CONTRACTOR TO RESTORE ALL EXISTING LANDSCAPING TO PRE - CONSTRUCTION CONDITIONS. 8. CONTRATOR TO RESTORE ALL EXISTING PAVEMENT MARKINGS TO PRE- CONSTRUCTION CONDITIONS. 9. LOCATION OF EXIST. WATER MAINS IS BASED ON PAVEMENT MARKINGS DEPICTING THE WATER MAIN ALIGNMENT PROVIDED BY ARELLANO CONSTRUCTION. LOCATION AND SHAPE FOR ISLAND BASED ON FIELD MEASUREMENTS TAKEN ON SITE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING ABOVEGROUND AND UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THE PLANS. PAVEMENT RESTORATION DETAIL SCALE: N.T.S. 1 1" THICK ASPHALTIC CONCRETE TYPE S -1. 4) 8" LIMEROCK BASE MIN. LBR 100 COMPACTED TO 98% MAX. DENSITY PER AASHTO T -180 12" COMPACTED SUBGRADE MIN. LBR 40 COMPACTED TO 95% MAX. DENSITY PER AASHTO T -180 UUUU UUV 4 U U U V V V uUU U U U V J U U U U U U V QUO V V U U J U V V U U U V U U V U E1 U U U U VU U V U U UJVV VU UVVVU U VU � U V U V V V v +U V iJ J csf -. ` F1.1 V u v U U P, t It e _ „ g V VUUU, „i �I i fi „ iII J u #Z Z \ \Z3\ u e z '� iita zt Y�t;' V d %415 §' i Ai c 00 l ts� u��l �U <I V J VNU U 4ry BERMELLC • AJAMILS INSTALLATION1plans\MG 1.. • ' & PARTNERS-INC I' Architecture • Engineering • Planning i I PROJECT NAME: 2601 South Bayshore Drive, 10th Floor j a Miami, Florida 33133` EAST TOWER (305) 659 -2050 1,, I INFRASTRUCTURE Fax (305) 860 -3700 UPGRADES Card Caro R &t,_ PROJECT ADDRESS: IIli�iE2i3 � :NV-S' IN 1 SOUTH MIAMI, FL 33143 s.o. t `14 tub OVFRHF -AG b'intltl:�v' i cfi :I Al 491: 0 1 �'sG ll Post ..............I'lyq w CB -STM - STM — - - - -.. 4th FLOOR = 47.47 �: `' S� �.� °a i M FLOOR W 57.7 .._.._...._i M FLOOR �6,i 7 / / ! M FLOOR 80.82 GAZE-80 15.22 RU IP I i1.5':;:it:C CtEii�(1)�j /! �.z jf /y3:� ,, f�-`. /.� • t f f ....j Z. x. �y z z R '`.3_ /f /f f f' Gate Operator RIM =12.42 INV =x.92 W. __..., GAS ................... 0P, .................... 0, s - 0115 - .......L.....• CAS �...: - 1 � .I I ' EXIST. 6" FIRE SERVICE � ( I! I I "- vFAI Y YYFP11 Wii YFAT kYF k A f;� 4.1 Conc.e EL ,... .......... EXIST. 6 ".,WATER §ERVICF �t 0 EXIST. FIRE DEPT. CONNECTION TO REMAIN EXIST. BUILDING RIM =12.32 ME-RC r IN - INV =9,32 EXIST CNC. SLAB EXIST. DBL. CHECK VALVE ASSEMBLY - CAUTION `{ EXIST. GAS MAIN J 'YVATER i VMT1EER 4FInEER _. .._- WATER is EXIST. BO`L,4RDS r _........... E:.FC . -. ELl u• Z --- ,__E; ..... PROP. 6"W' TAPPING.- - SLEEVE & TAPPING VALVE (TYP.) f 6 " -9F BEND (TYP.) CAUTION j EXIST. EVEC f JIyR � PROP. C?LLARD ( • rf 1 0 0 15 30 60 SCALE: 1 " =30' __-- .............. 0 5 1: \_ �It `- 0\ � 2C C) SCALE: 1 " =10' 0 :si rr CB �— _....._.... —_� aim =`� „T'41 -- .....__...... � -, �` 1.......:._;T_..•........ CUT AND PLUG AIM =12.39 EXIST. 6" WM (TYP.) IN V=. W. ..vl ...J7l...', PROP. LI I E STOP I {I (TYP.) 1, l i I f I SEXIST. BOLLARDS INATE \. Li.Fr -- �`. i I•i r 1 i � I PROP. RPZ PERE'��' jj �> MDWASD WS 4.18' \\<�3 I PAVEMENT \ �. I � E& `RESTORATION (TYP.) RE4bV,E & REPLACE,ty W/ 19 LF`TYPE "D" } / CURB'` ' EE / - 1 1 Call 48 hours before you dig It's the Law ! 1- 800 -432 -4770 Sunshine State One Call of Florida,lnc. NOTES: 1. NO POTABLE WATER SERVICE INTERRUPTIONS ARE ACCEPTABLE. 2. CONTRACTOR TO TAP TO EXIST. 6" WATER SERVICE WITH TWO (2) 6 "x6" TAPPING SLEVES AND TAPPING VALVES. 3. CONTRACTOR TO INSTALL RPZ PER MDWASD WS 4.16. 4, ONCE RPZ IS OPERATIONAL AND BACTERIOLOGICAL SAMPLES HAVE BEEN COLLECTED, INSERT LINE STOPS. 6. AFTER LINE STOPS ARE IN PLACE, CUT AND PLUG EXISTING SERVICE AS INDICATED ON PLANS. 6• CONTRACTOR TO SHORE ALL EXIST. TREES AND EXIST. FIRE LINE DOUBLE DETECTOR CKECK VALVE ASSEMBLY DURING CONSTRUCTION. 7. CONTRACTOR TO RESTORE ALL EXISTING LANDSCAPING TO PRE - CONSTRUCTION CONDITIONS. 8. CONTRATOR TO RESTORE ALL EXISTING PAVEMENT MARKINGS TO PRE- CONSTRUCTION CONDITIONS. 9. LOCATION OF EXIST. WATER MAINS IS BASED ON PAVEMENT MARKINGS DEPICTING THE WATER MAIN ALIGNMENT PROVIDED BY ARELLANO CONSTRUCTION. LOCATION AND SHAPE FOR ISLAND BASED ON FIELD MEASUREMENTS TAKEN ON SITE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING ABOVEGROUND AND UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THE PLANS. PAVEMENT RESTORATION DETAIL SCALE: N.T.S. 1 1" THICK ASPHALTIC CONCRETE TYPE S -1. 4) 8" LIMEROCK BASE MIN. LBR 100 COMPACTED TO 98% MAX. DENSITY PER AASHTO T -180 12" COMPACTED SUBGRADE MIN. LBR 40 COMPACTED TO 95% MAX. DENSITY PER AASHTO T -180 UUUU UUV 4 U U U V V V uUU U U U V J U U U U U U V QUO V V U U J U V V U U U V U U V U E1 U U U U VU U V U U UJVV VU UVVVU U VU � U V U V V V v +U V iJ J OWNERS SOUTH MIAMI HOSPITAL BAPTIST HEALTH SOUTH FLORIDA 7400 SW 62ND AVE.1; SOUTH MIAMI, FL 33143 J y ()F SOR 1,41v. yQ • ©� t cr a / C / is � ., • ' ` a � r S { P111:110"1 ROBERT SORIANO, R.E., FLORIDA LICENSE 458178 BERMELLO, AJAMIL & PARTNERS, INC. FLORIDA ENGINEERING AUTHORIZATION # 0006304 SCALE: AS SHOWN V u v U U P, t It e _ „ g V VUUU, „i �I i fi „ iII J u #Z Z \ \Z3\ u e z '� iita zt Y�t;' V d %415 §' i Ai c 00 u��l �U <I V J VNU U 4ry BERMELLC • AJAMILS INSTALLATION1plans\MG 1.. • ' & PARTNERS-INC Architecture • Engineering • Planning i Interior Design • Landscape Architecture” PROJECT NAME: 2601 South Bayshore Drive, 10th Floor j a Miami, Florida 33133` EAST TOWER (305) 659 -2050 1,, I INFRASTRUCTURE Fax (305) 860 -3700 UPGRADES C-2 PROJECT ADDRESS: r 1 SOUTH MIAMI, FL 33143 s.o. t `14 tub OWNERS SOUTH MIAMI HOSPITAL BAPTIST HEALTH SOUTH FLORIDA 7400 SW 62ND AVE.1; SOUTH MIAMI, FL 33143 J y ()F SOR 1,41v. yQ • ©� t cr a / C / is � ., • ' ` a � r S { P111:110"1 ROBERT SORIANO, R.E., FLORIDA LICENSE 458178 BERMELLO, AJAMIL & PARTNERS, INC. FLORIDA ENGINEERING AUTHORIZATION # 0006304 KEY PLAN PROJECT NO. ¢0018.000 SCALE: AS SHOWN REVISIONS:' �1 01 -21 -08 NEW LOCATION FOR RPZ''” `111 * Wu °y CADD FILE: GAEnq\Civi1140018. 000- SMHEastTo% Renovation\WM IMPROVEMENTS - RF INSTALLATION1plans\MG 1.. • ' WS 01- 18 -08AM DRAWING TITLE: x WATER PROJECT NAME: SERVICE SOUTH MIAMI HOSPITAL,, EAST TOWER IMPROVEMENTSr ,, INFRASTRUCTURE SHEET NO. UPGRADES C-2 PROJECT ADDRESS: 7400 SW 62nd AVE SOUTH MIAMI, FL 33143 KEY PLAN PROJECT NO. ¢0018.000 SCALE: AS SHOWN DATE: JULY 27, 2007 DRAWN: AIS CHECKED: RS„ Wu °y CADD FILE: GAEnq\Civi1140018. 000- SMHEastTo% Renovation\WM IMPROVEMENTS - RF INSTALLATION1plans\MG 1.. • ' WS 01- 18 -08AM DRAWING TITLE: x WATER SERVICE IMPROVEMENTSr ,, SHEET NO. , C-2 .