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02-509-158I l� �4, 4'TVV-� 24 ks:1 15 INV. fLEV.9.96 NGVD. Gy 2"CV 8. C-- ff-ter- -- 6' ST - 2"CW 4"CW LINE BEFORE ` INSTALLATION SEE CIVIL DWGs FOR EXACT METER CONNECTION. DOMESTIC WATER BFP. REFER TO CML ENG.- - • DWGs FOR DETAILS AND EXACT LOCATION. FOR CONTINUATION -- EFER TO' HEET-P- 3'RWL FOR DETAIL' SEE / ARCI�fTECTURAL DWG.1 A-7.6 ELEVATION F' _INV. FLEV. I _ +9.8_7 NGVD. it -- - -� E 4" GD ! `� c • 1 & CI�. GY 0 tYLEVEL ` UPGD $12.5'(NGVD) *12.5'(NGVD) » \ " Go 4 GD �4"GD • 4'GD, q 4 GD E5i_CW - - - 4» DN. - � - 'CW -� 1 r5 -CW - � CW - � (�� 4' 'RWL I - - - - - 5 CW � r v' - - , �� I, - - - � � 3 =5• W -- 2 - - - L �r - =-- " $12.5'(NGV�) / \ �3/4"CW CAP -OFF �'1 0 Gy u 6 RW - - - _1 FOR FUTURE 7500 _ 9700 - '• 320W� 3 -- - - - -L 3"R - - CONNECTION _ UPdcDN l \ ( 4"RWL 400 J�J� •C �� 4" 4" 3 ��I -19000,�i C d 6"RWL I 6"RWL I 6"RWL �I - - 1 - 2"CW i -n 8 \ ( �3 4iH8. 132000 32000 31000 / UPd�DN l 6 DNt 6 i I / 8'RW 3/4 HB.-/ I " W GV C 6300 0 G W 3"RWL 1 _ 10 2 I / UQN U N. � I � I � 4000 UP D 3. RWL FO ETAIL SEE - - - 4»R I F� � 6"2650 I » 3, � " j' SDN I -- I - - - - 2 D � - -- � I � CEG. 0 ®t EL I INV. �LEV. = IARCHITEC DWG. 7.5 +9.96 NGVD. F-- ELEVATION 2"CW'- A GARAGEONLY • I 2 C , 'ry 8"RWL 3 2 10'RWL • W-` - GV------------------�- +808NG�VD�I / ,' 164000 2 Ili 80000 60 N sELOW 3 _ % o BOON I. _ E-----------------------� 10"9700 � 2 2 3 4 GD W 4• _ I I C — — J U — _ 3 — — - — I-� I � 6'RWL I I 8 ` 4wG � �-DN. ! 1__ _ — -- 4 G 3200 0 - - - �- / 6 3450 " j _ -- 3 CW • 3 RWL I I � - 6190 -i4000;) I - • t- I I • - � o / � -I °il DN J 1 EXFILTRATLQ � t j — DRENCH 1='z Pi GV • GV- GV t j S CVC �� i 2 RAMP SLAB III 4 ND 6 _ BY C IL E G. Q e'Io 4 -GD Up 3/4 CW CAP -OFF 3"RWL ;(SEE -CML H.G. DWG --FOR FINAL DESIGN) �' 3 I _ = co 5•C " FOR FUTURE 400 0 C t I 4 3 CW CONNECTION 2"CW I 9 L0 +12.5'(NGVD) t j 1 j 156000 219000 8 =lw 4» BELOW o 8"53500 DN. els I t ( t 1 L - 3/4"CW I' /4" -7500 r— — — — — — — = 8 48000 CW ! I - / _ 11 - -- r - 2 I j r l � _ � -1 1 _J � (� � r - F, I 1 �- 2 CW 2_CW �, t t � 1 i �� 1 i / w -- — --w , ,,�3/4 HB. M 8 8- 2 CW 2 CN% t I / W GV � w t i 3" VENT � �■ i 44 i .�- U�dtDN 3 CW BELOW P 2 DOM. GV r 13 5 C -2"CW 14 1 j r r■ ---• -- r (42 x 6 I , _ t �- �w,raue - - - - - - - ��--- \ • (�j UMP. 1" 8 61000 {350 0 t - 119 GALS. wma,E _ o o t I I - 4'X3'X6' DEEP D 5"CWS l j �'j 1 BLADDER TANK I I t- !jIn -- = - �� - - - Oc OR DETRA PTOR w - _ --- 350 L - M EIDIII- SEE DWG -P-14 8 9 500 I V » 0 - _ t t _- _ J �� - 2 CW 2"CW.. » �3f4'HB: - - - ,�,� 5 C, - ��' - _1 ��,' 10• 1 10 103000, L j__: I _� - - - 31 10650 06500 �� ��� �'- - - NLW/ - - - sr DNS ❑ ❑ _ GOOSENECK �� GV G 103000 I f - -_ _ _ _ - �- �L 1 \ 8 94500 ( "64500 l I I sPA I — Op - sr I — _ - �'� — — i�.INv. �LEv. sr) 3" - /11 - _ — — l s --- I -----+7.69NGV�. _ 4"C 8'55000 r +8 15�N�GVF c '` I _ • F- - - - - - -- - -{ r R - I 32 t- , 1 I _ POOL 3000 11 �----- ---" �� INV.F ST) i 1 II 2 +7.16 N - - I - 27000-- 1 - - - I , - ,� L " II— �4" LSC ?" 3/4- W47 ID 33 _k GVG r � l - J I 11 I I 1 FD 8-- �I TID_ 1 _ I Vi �_ 1 — _ —_ — �� - it -� I � 1 S C J � I � J 2 C �l I 4 W I 1 - I- ® _ 1 ► EXFILTRATION �- - TRENCH- G GV 30000 i • I • I 7 300 �L 4- 3/4"CW 1 -2'CW ] .- 3/4 -CW CAP-OFFUTU -I - CONNECTION 8000 _ —, _ I I ! 45O 4w ' \ CW �.�I "WL 4"8000 400 I 1 1 IW. &LEV.� w +7.28 NGV 3/4 CW I _ _ _ _ _ _ SEE CML; -ENG -.DWG -'S FOR FINAL ESIGN _ _ • _ _ 8 86500 8"56500 _ _ - 1 ( SI �__— _ --- ---- 'I I GV 4- . _ - - 2"CW " - 1 �_ -.� _ ..-_= -- _ ._-- -...� - �- 4"RW =� 6500 -F _- �-�ST I r- �- --�--3000b1 - I -� . -t 6- -- - - J -� _ -�� t k I 7 I�i�-- ----- rte.. -_- J 8 86500 ` - -J17 3'RWL - = _ �- -� 6 _�-� 6" 8'48500 350 0 _ -2"CW 16 1 i - � �750 ��—6000� Iv — _ �It 2•cw 1 : 1 INV. �LEv.((sT)__..._ 2�- '— 1 I, +7.82 NGVD. 1/-10" 114000 � - - - 4 RyyL 0 1 I - I - • L INV. FLEV. -- » u +7.11 NGVD. -- 23 - "� C 2"4W �-i_w_18n11L1 1 I -- I III SK I C _ _ 39 1 1 � � 1 "CW I 300 0 25 - 4"RWL 2"C °' ,$12.5'(NGVD) •y - 21 2"CW I 1 C 800 0 0 2Y�" 8"46500 I I I I �- W/ Gv (' I I t ❑ �n 1 C� - - 37 8"60000- 43 _ 3/4 - w - - 6"41000 CW N 10�- - -- -r INV. F�LEV. - GV - 1 -r - -- +8.76 NGVD. +12.5'(NGVD) - - ( - - - -j -I ����,�,�I f �0 4 RW _lC � - - i _ - -- - - 2/1'CW I - _ " - 2900 �. - 2"CW a�� 4"8000 $' GV 3"RWL 1 4 CW- 2 -CW _ _ . - - , — - -- ❑ 3/4"C 350 0 _ 8" 7000 _ _ _ 2"CV� 3%4 CW f - - n =. - - �V 2 - ST 6" GV 2"CW -r- • 4'RWL Oy 4. -1 I - 1� I " C n e� / w - - -� o� - , , -T6*6 3800 - - - - - - - • -- - - - - - -» - �jFOR FUTURE , 19 " - • __ - -- _ ? - 30500 DN. _ -r2 CC 1 _ 3 4 CW CAP'- -6128400 -1 r - --- - r - -- 6� - -700 - � ST � _.tl�'5.ZQb£�� r3 CW ,=• � =� -.�, �� � I, 1�R0� 6' � � CW 1- �_ (I_ � CVV; � -4 Cwt �T-..,....•........• , "� 4"RWL 4 CW - - = GVI - - - _ 2 C 28000 �I - J _ � u T 8 2"CW GV- I- -I' N _i r-1 4 _ Com-/ =� 2"CWJ 2"cw 1 1 26 _- I l 90110 e 17�NGVD - 22 1 2 -CW - 1 7:1'- -� 3" CW 1 - 27 4"-80 2" — - } 400- -- .. . . .... ....... . i �NGVD. 3 Ma, ici 3"RWL FOR DETAIL SEE"' ARCHITECTURAL DWG. A-7.5 ELEVATION 'C' _ 0_ .� NOTE: ALL SHUT-OFF VALVE ® CEILING REQUIRE ACCES PANEL ❑ W;,! 2'CW4 4 �I F-1 F7 INV. +9.2 i NOTE: m 3/4 -CAP OFF FOR ELECTRICAL GROUND M INSTALL AS IGH -AS POSSIBLE ® CEILING OF RAMP THAT GOES --FROM 1st FLOOR PLAN LEVEL TO PARKING GARAGE BASEMANT LEVEL ® FOR CONTINUATION OF CD UNE REFER TO DWG P-1 I " — L_ 1 cw 1 3"RW 350 c KEY PLAN 'GV II � 3"�IIS �J 1 "FLUSH RISER ON 3"RWL 400 0' EV. 3"RWL FOR DETAIL SEE - ) IGVD. ARCHITECTURAL DWG. A-7. ELEV TION 'G I' -T- ALBERT SHUB PE# 0043414 M.E. IRST FLOOR PLAN =� - : : EB0003862 �' +' • ; • • � F�gRIDA ENGINEERING SERVICES .tii =•' STORM AND WATER ONLY�;••�,� __ �_�1�'+M.ECHANICAL AND ELECTRICAL :ALE: 1/16" = 1'-0" ENGINEERS -34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 --_ FAX: (305) 653-0232 REVISIONS I1, BY 02-28-02 ISSUE FOR PERMIT 3 4"CW IDL3 & D\ 2"CW RIN - - RI's ��/A• �� �� ❑ GV 25000 _ -3/4'C 1 W4"GD 6� Cw V J 4"CW LINE BEFORE ` INSTALLATION SEE CIVIL DWGs FOR EXACT METER CONNECTION. DOMESTIC WATER BFP. REFER TO CML ENG.- - • DWGs FOR DETAILS AND EXACT LOCATION. FOR CONTINUATION -- EFER TO' HEET-P- 3'RWL FOR DETAIL' SEE / ARCI�fTECTURAL DWG.1 A-7.6 ELEVATION F' _INV. FLEV. I _ +9.8_7 NGVD. it -- - -� E 4" GD ! `� c • 1 & CI�. GY 0 tYLEVEL ` UPGD $12.5'(NGVD) *12.5'(NGVD) » \ " Go 4 GD �4"GD • 4'GD, q 4 GD E5i_CW - - - 4» DN. - � - 'CW -� 1 r5 -CW - � CW - � (�� 4' 'RWL I - - - - - 5 CW � r v' - - , �� I, - - - � � 3 =5• W -- 2 - - - L �r - =-- " $12.5'(NGV�) / \ �3/4"CW CAP -OFF �'1 0 Gy u 6 RW - - - _1 FOR FUTURE 7500 _ 9700 - '• 320W� 3 -- - - - -L 3"R - - CONNECTION _ UPdcDN l \ ( 4"RWL 400 J�J� •C �� 4" 4" 3 ��I -19000,�i C d 6"RWL I 6"RWL I 6"RWL �I - - 1 - 2"CW i -n 8 \ ( �3 4iH8. 132000 32000 31000 / UPd�DN l 6 DNt 6 i I / 8'RW 3/4 HB.-/ I " W GV C 6300 0 G W 3"RWL 1 _ 10 2 I / UQN U N. � I � I � 4000 UP D 3. RWL FO ETAIL SEE - - - 4»R I F� � 6"2650 I » 3, � " j' SDN I -- I - - - - 2 D � - -- � I � CEG. 0 ®t EL I INV. �LEV. = IARCHITEC DWG. 7.5 +9.96 NGVD. F-- ELEVATION 2"CW'- A GARAGEONLY • I 2 C , 'ry 8"RWL 3 2 10'RWL • W-` - GV------------------�- +808NG�VD�I / ,' 164000 2 Ili 80000 60 N sELOW 3 _ % o BOON I. _ E-----------------------� 10"9700 � 2 2 3 4 GD W 4• _ I I C — — J U — _ 3 — — - — I-� I � 6'RWL I I 8 ` 4wG � �-DN. ! 1__ _ — -- 4 G 3200 0 - - - �- / 6 3450 " j _ -- 3 CW • 3 RWL I I � - 6190 -i4000;) I - • t- I I • - � o / � -I °il DN J 1 EXFILTRATLQ � t j — DRENCH 1='z Pi GV • GV- GV t j S CVC �� i 2 RAMP SLAB III 4 ND 6 _ BY C IL E G. Q e'Io 4 -GD Up 3/4 CW CAP -OFF 3"RWL ;(SEE -CML H.G. DWG --FOR FINAL DESIGN) �' 3 I _ = co 5•C " FOR FUTURE 400 0 C t I 4 3 CW CONNECTION 2"CW I 9 L0 +12.5'(NGVD) t j 1 j 156000 219000 8 =lw 4» BELOW o 8"53500 DN. els I t ( t 1 L - 3/4"CW I' /4" -7500 r— — — — — — — = 8 48000 CW ! I - / _ 11 - -- r - 2 I j r l � _ � -1 1 _J � (� � r - F, I 1 �- 2 CW 2_CW �, t t � 1 i �� 1 i / w -- — --w , ,,�3/4 HB. M 8 8- 2 CW 2 CN% t I / W GV � w t i 3" VENT � �■ i 44 i .�- U�dtDN 3 CW BELOW P 2 DOM. GV r 13 5 C -2"CW 14 1 j r r■ ---• -- r (42 x 6 I , _ t �- �w,raue - - - - - - - ��--- \ • (�j UMP. 1" 8 61000 {350 0 t - 119 GALS. wma,E _ o o t I I - 4'X3'X6' DEEP D 5"CWS l j �'j 1 BLADDER TANK I I t- !jIn -- = - �� - - - Oc OR DETRA PTOR w - _ --- 350 L - M EIDIII- SEE DWG -P-14 8 9 500 I V » 0 - _ t t _- _ J �� - 2 CW 2"CW.. » �3f4'HB: - - - ,�,� 5 C, - ��' - _1 ��,' 10• 1 10 103000, L j__: I _� - - - 31 10650 06500 �� ��� �'- - - NLW/ - - - sr DNS ❑ ❑ _ GOOSENECK �� GV G 103000 I f - -_ _ _ _ - �- �L 1 \ 8 94500 ( "64500 l I I sPA I — Op - sr I — _ - �'� — — i�.INv. �LEv. sr) 3" - /11 - _ — — l s --- I -----+7.69NGV�. _ 4"C 8'55000 r +8 15�N�GVF c '` I _ • F- - - - - - -- - -{ r R - I 32 t- , 1 I _ POOL 3000 11 �----- ---" �� INV.F ST) i 1 II 2 +7.16 N - - I - 27000-- 1 - - - I , - ,� L " II— �4" LSC ?" 3/4- W47 ID 33 _k GVG r � l - J I 11 I I 1 FD 8-- �I TID_ 1 _ I Vi �_ 1 — _ —_ — �� - it -� I � 1 S C J � I � J 2 C �l I 4 W I 1 - I- ® _ 1 ► EXFILTRATION �- - TRENCH- G GV 30000 i • I • I 7 300 �L 4- 3/4"CW 1 -2'CW ] .- 3/4 -CW CAP-OFFUTU -I - CONNECTION 8000 _ —, _ I I ! 45O 4w ' \ CW �.�I "WL 4"8000 400 I 1 1 IW. &LEV.� w +7.28 NGV 3/4 CW I _ _ _ _ _ _ SEE CML; -ENG -.DWG -'S FOR FINAL ESIGN _ _ • _ _ 8 86500 8"56500 _ _ - 1 ( SI �__— _ --- ---- 'I I GV 4- . _ - - 2"CW " - 1 �_ -.� _ ..-_= -- _ ._-- -...� - �- 4"RW =� 6500 -F _- �-�ST I r- �- --�--3000b1 - I -� . -t 6- -- - - J -� _ -�� t k I 7 I�i�-- ----- rte.. -_- J 8 86500 ` - -J17 3'RWL - = _ �- -� 6 _�-� 6" 8'48500 350 0 _ -2"CW 16 1 i - � �750 ��—6000� Iv — _ �It 2•cw 1 : 1 INV. �LEv.((sT)__..._ 2�- '— 1 I, +7.82 NGVD. 1/-10" 114000 � - - - 4 RyyL 0 1 I - I - • L INV. FLEV. -- » u +7.11 NGVD. -- 23 - "� C 2"4W �-i_w_18n11L1 1 I -- I III SK I C _ _ 39 1 1 � � 1 "CW I 300 0 25 - 4"RWL 2"C °' ,$12.5'(NGVD) •y - 21 2"CW I 1 C 800 0 0 2Y�" 8"46500 I I I I �- W/ Gv (' I I t ❑ �n 1 C� - - 37 8"60000- 43 _ 3/4 - w - - 6"41000 CW N 10�- - -- -r INV. F�LEV. - GV - 1 -r - -- +8.76 NGVD. +12.5'(NGVD) - - ( - - - -j -I ����,�,�I f �0 4 RW _lC � - - i _ - -- - - 2/1'CW I - _ " - 2900 �. - 2"CW a�� 4"8000 $' GV 3"RWL 1 4 CW- 2 -CW _ _ . - - , — - -- ❑ 3/4"C 350 0 _ 8" 7000 _ _ _ 2"CV� 3%4 CW f - - n =. - - �V 2 - ST 6" GV 2"CW -r- • 4'RWL Oy 4. -1 I - 1� I " C n e� / w - - -� o� - , , -T6*6 3800 - - - - - - - • -- - - - - - -» - �jFOR FUTURE , 19 " - • __ - -- _ ? - 30500 DN. _ -r2 CC 1 _ 3 4 CW CAP'- -6128400 -1 r - --- - r - -- 6� - -700 - � ST � _.tl�'5.ZQb£�� r3 CW ,=• � =� -.�, �� � I, 1�R0� 6' � � CW 1- �_ (I_ � CVV; � -4 Cwt �T-..,....•........• , "� 4"RWL 4 CW - - = GVI - - - _ 2 C 28000 �I - J _ � u T 8 2"CW GV- I- -I' N _i r-1 4 _ Com-/ =� 2"CWJ 2"cw 1 1 26 _- I l 90110 e 17�NGVD - 22 1 2 -CW - 1 7:1'- -� 3" CW 1 - 27 4"-80 2" — - } 400- -- .. . . .... ....... . i �NGVD. 3 Ma, ici 3"RWL FOR DETAIL SEE"' ARCHITECTURAL DWG. A-7.5 ELEVATION 'C' _ 0_ .� NOTE: ALL SHUT-OFF VALVE ® CEILING REQUIRE ACCES PANEL ❑ W;,! 2'CW4 4 �I F-1 F7 INV. +9.2 i NOTE: m 3/4 -CAP OFF FOR ELECTRICAL GROUND M INSTALL AS IGH -AS POSSIBLE ® CEILING OF RAMP THAT GOES --FROM 1st FLOOR PLAN LEVEL TO PARKING GARAGE BASEMANT LEVEL ® FOR CONTINUATION OF CD UNE REFER TO DWG P-1 I " — L_ 1 cw 1 3"RW 350 c KEY PLAN 'GV II � 3"�IIS �J 1 "FLUSH RISER ON 3"RWL 400 0' EV. 3"RWL FOR DETAIL SEE - ) IGVD. ARCHITECTURAL DWG. A-7. ELEV TION 'G I' -T- ALBERT SHUB PE# 0043414 M.E. IRST FLOOR PLAN =� - : : EB0003862 �' +' • ; • • � F�gRIDA ENGINEERING SERVICES .tii =•' STORM AND WATER ONLY�;••�,� __ �_�1�'+M.ECHANICAL AND ELECTRICAL :ALE: 1/16" = 1'-0" ENGINEERS -34 N.W. 168TH STREET NORTH MIAMI BEACH, FL. 33169 TELEPHONE: (305) 653-0212 --_ FAX: (305) 653-0232 REVISIONS BY 02-28-02 ISSUE FOR PERMIT 07-29-02 2 BLDG. DEPT. CORD. Q 08-12-02 V J z W- �- Z�- - 0- Q L = _j _j — LL Lu Q ^� 0 Q Lli 0 I 0 V J DRAWN CHECKED DATE 02-28-02 SCALE JOB NO. 02013 SHEET P-3 OF SHEETS