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HomeMy WebLinkAbout2005 - Paving & Drainage Site Plano a 1 � ' I. l II i PROPOSED ASPHALT DRIVE 2' / I1 161 N o o i N O HHYDDRANT ASSEMBLY I MATCH EXIST. GRADE ABBREVIATIONS AND SYMBOLS g� ►� AT PROP. LINE oY 1 s P (EL. VARIES) S SANITARY �o / II IRC IRON ROD AND CAP Q Y MANHOLE oa UP / -------------- II --- - - LB LICENSED BUSINESS p" / ►/ I NO. NUMBER 8" LANDSCAPE BLOCK EXISTING DITCH R/W RIGHT OF WAY DRAINAGE MANHOLE Wo g RETAINING WALL I BOTTOM EL 5.50'f z� w o II CM CONCRETE MONUMENT D ow o Qw WELLml Ll Z II P U•MEASURED D.E. PUBUCU11LITY AND DRAINAGE EASEMENT iso z 1 lI t k FD. FOUND yv° WV ,ng 0. R �i Bo�OM END i� HYDRANT r� w a O.R.B. OFFICIAL RECORD BOOK ptj 0° o o / BLOCK RETAINING WALL DETAIL P.R.M. PERMANENT REFERENCE MONUMENT Da WATER VALVEDL'i Ili o P.C.P. PERMANENT CONTROL POINT �� WATER METER / I N.T.S. BM BENCHMARK ©®® F. F. FINISH FLOOR v;CLEANOUT / II CONTRACTOR TO GRADE SWALE ELEV. ELEVATION / I SOD ALLLLODI TURBED AREAS E.O.P. EDGE OF PAVEMENT ® CATCH BASIN r') l II R RADIUS p / A DELTA ® CURB INLET I INDIAN RIVER HILLS S L LENGTH Rw o U B D . 125 LF OF 15" PERF REUSE E WATER VALVEF-- � Da L D.,. / ADS N-12 PIPE W SOCK WRAP IDENTIFICATIONI g m g � ►► INDIAN RIVER HILLS U / IRV II / (FIELD VERIFY LENGTH) SEC. SECTION o Of N r - S B D. / BLOCK 1 � � w PROPOSED 5/8" ABOVE GROUND IRRIGATION VALVE METALLIC NON -GALVANIZED / O / / TWP. TOWNSHIP i CHECK VALVE W/ RPZ FEATURE ► II BLOCK 1 x/ k EXTEND WALL AS REQUIRED / / / RGE. RANGE II N W 1 2 EXTEND WALL AS REQUIRED o EXISTING FIRE Z TO PROVIDE MAX. 6' DROP TO PROVIDE MAX. 6" DROP �.'� TOP F BANK/ O ® YARD DRAIN " O OO� ELEV TION =/7.39 ► HYDRANT ASSEMBLY CH. CHORi PROPOSED DRAINAGE PROPOSED 5/8' WATER METER / // 1/ 2 t / CHB. CHORD BEARING ' PROPOSED UFT ,STATION 0 O PROPOSED 2 WATER METER PROPOSED 4"xl' TAPPING I I TOP EL - 11.20 I / O O o� / / Q SLEEVE AND VALVE ' PROPOSED 5 8" WATER SERVICE W. INV. EL a 7.80' / O O / N / / / / ' OAK �- SIGN r / / E. INV. EL - 6.30' J I PROPOSED 4" ABOVE GROUND o u / / 245 LF OF 8" PERFORATED PROPOSED 2" METALUC NON -GALVANIZED a� 746 / / I LIGHT POLE p �j 25 LF OF 8" PERF. I / USE BASIN 10 TO BE REMOVED f ADS N-12 PIPE W/ SOCK WRAP : WATER SERVICE DOUBLE DETECTOR CHECK VALVE and / ( } / FOR FlRE UNE 8' d c Ib 4 r 17.52 / / PINE • . ADS N-12 PIPE ► / FOR THEN BASIN 15 PROPOSED 150 LF t / 2- - / WITH SOCK WRAP / N I PROPOSED SILT PROPOSED 4" FIRE UNE 7.0� II / FENCE LOCATION / a-12- / ® MAIL OR PAPERBOX 42 LF OF 8" / found 1" Iron pipe 252 L= OF 8" PERFORATED LANDSCAPE BLOCK WALL / ound " lro pipe / EXIST. STONE DRIVE TO BE • / found �" Iron ip / PROPOSED 260 LF (SEE DETAIL ABOVE I RE -CONSTRUCTED AS SHOWN PALM i DIRECTIONAL BORE ,�' / no Identification ADS N-12 PIPE W/ SOCK WRAP no identificati n found J" iron plpe ) / o ide tificat n/ / V lh 14 / 8-12-03 d2-27-01 na identification OF 2' FORCEMAIN 3 w s ;p / , SOUTHERN BELL BOX W Q M _ �z / 1 `�s �:3s o;;tn 200 8 (MEAS 200.00' (PLAT) 8-12-a3 ax-27-ot o. 7 so to :.' 7 -so I I Ao �_ 264.44 EAS) 264.0 (PLA / 2 7-o qR :�;./ �� �L ?�•`' �9 SHRUB I CABLE' TV BOX --- ��uast�s. T r1_ �sr_ _�_� .ra_ _re_� a_ / _ 0, o - - I i?).cF�� e 30" R1-1 STOP SIGN- --�2- 03 p 0 r-�24" WIDE STOP BAR /I -------------- / - _ .. ,-,r.. `.•` .50 7.1 POWERPOLEo PAINTED WHITE / q e / / �a MAPLE I', _ 6' MADE CROSSWALK PER 6' S 10.80 tf.2 PROPOED CLEANOUr�_ 10. A 4 / / MANHOLE TOP TO MATCH PROP. . Lam' UTILITY EA EN / 7 C`l/CI I DRIVEWAY ELEVATIONS REMOVE RISER W v ^ h eFOOT INDEX N0. 17346 ► �/�� �4 15 49' SPA ESA 9' 63' P PVC OTbY�G{IN. - 2 O I-1L1V,_ELI x.40' VE //� 1 / R / PRO OS -CLE NOU N m- - 66 .2 /-/ ► j / ( ) CITRUS ELECTRIC BOX O .. e� N I oy t C Pj20POSED 20 LF NI Iq INV. L 7. T / I p 1¢O J L / \ 6 PVC O 1.0� MI / 10.40 S 40 X [F 2 _ _ 24" DE Sj BAR -UgH UNDERGOUND UTILITIES SIGN Z `v \ ► OF f2, 25R h BLOCK 1 s'� /- - - - - i� / 4' / PAI D 1M11TE .a5 ELM - (A Z Q r ' I '�►\) a 25R gOSN�� 10.80 z 30' 1-�11�1�3T&P SIG 0 O MONITORING WELL v/lL ?� at. GRCSQ 10� MIN. s / i2':.. PROPOSED 3oLF of 4" _ REMOVE ric In�MSTFitEDAE�iD X11 ( 9so An'M 12' SPA ES 9' 72 , t / MISC.. (TREE Sv o. �-f ( DIRECTIONAL BORE Q • I �f 1 � � SANITARY VALVE � z � 11.00 :Aja 4g, Pj20POSED 35 LF � / / o p 100 _ S. ! " PQ ' e90 ` ^ 10 U. P �OEOSED 7.ES �WT PROPOSED CLEANOUTui y `- - - /� /' 1 / 1 PROPOSED 16"x4" TAPPING TELEPHONE MA / O 110.80 s• PVC O 1.OR MIN. z ' ___-_------ If W 06 - r r lcco) 2i'► tl 1 16 N 12 o P �_ / R 1 �J 1 0 �jYo 0o d 7 / �P' 12 vi 8) v oo' -� �/ g� / / / SLEEVE AND VALVE .. MANHOLE 100 LF OF B" PERF. / �� ^� / N © 3 ® u t / p h� Q O 1 0� s 3 : 30 R�� ® POST WOOD OR STEEL cc m ADS N-12 PIPE HAN (CAPPED SI +. 1 co WITH SOCK WRAP / OO ' f8' O PROPOSED CLEANOUT yt / l u I 1 N / ❑ CONCRETE POWER POLE Z Q O� 24' PER FTP -25 7 INV. EL 9.00' 11.2 3 10.1 . / .50 / I - -fes •� ® 18. / 10. BLOCK 1 / / / N / / o f n PROPOSED 1 -STORY C.B.S. COMMERCIAL©BUILDING PR DOSED CLEA T 14,10 PROPOSED 3 STORY / I 6 a ,. / l I r 1 O II m 11 ff l 2950 S.F. IN EL � 8.70' pa / 0i C.B.S. BUILDING i / - 1 B5 LF OF 15' PERFORATED � OC i i Q1 5� FIN. FL EL - 10.50' ? / / / ADS N-12 PIPE W SOCK WRAP Zk 0 fc� /► I FIN. FL .EL 11.50' HANDICAPPED SIGN �y 1 I l' l / J �1 ►► ' s� 11 / PER FTP -25 LL 0 W 1 O _ i 01- CP fo d �" iron r L = z-rs7:�-ar-200.0 -s-------L 3�DIILIIY_EoA - - - _ / I .� 11 I l I I / Z \ I a no i at1 0 , 8 (MEAS.)°100.00 (PLAT) found iron ro�• 6R� z 10.40 I % �S s� I / 47a / W 0.05 west �• no tden ification O / / 7.4 1 2 O m 0.32 south Xs, 8-12-0 r A I / / �1 v / (� 0.36 we / 1 3' HI RE AI G ALL i V it 0 �! 0.33 north '� 1 ' / WITH 2" IGH (E A , / / / / Cl) W w FENCE R NO PO L i / CONTRACTOR TO GRADE SWALE ? TO BOTTOM EL = 7.d' /�0 ■e � `ts 0. 70. I . / 0. �( h sA3 10.1 �� O.O , I' I B Ih\ II / SOD ALL DI0.STURBED AREAS , I / (0 Q RM POOL DE / / / IO / OT 14 / �. / / ' O d �ry 10.1 BLOCK 1 � �/ n ,d p 1 46 d DFD ISKPK44 INDIAN RIVER HILLS SUB D. �� 44 / / Q I � e, 10.1 • s 10.00 ooL . A I .� 2 . 7 01 40. 0. Q a FUTURE W0� D CK �� ss �� / / / LBET4b4 BLOCK 1 4 0 S found 1" Iron pipe) ^ Q 0.1 no identification 02/17/01 O I 1 / found iron rod �'' 10. I I l and cap 3909 0.09 east �' 1 .3 -- 10.3D 10. / INV. EL 3.50' �� $., 0.12 south PROPOSED SILT I 'S .l8 I I / ADS N110 LF OF PIPE PW/FORATED SOCK WRAP FENCE LOCATION �9• s' 10 I m S Of 3. J 0 LF OF 15" ADS N-12 , :" 1 4 I BENCH MARK IS A NAIL IN found 4" iron rod a"r{'��- r - '+� - -A r - -n-r -- _zr- ",.r.. 8 / �0 WEST SIDE OF POWER POLE no identification / CONC.7.99rj6- AS 2`. n O ---q0 7,80 11 S74 ELEV. 6.50' 8 12-03 / 273 LF OF 15" ADS _ � found "iron / . 6' COMPOSITE ELEC. PAD/ e 1 0.09 east BOTTOM EL S.Od' - 0.19 north FENCE 1 r=. : / no entificatio 95 GRADE SWALE TO DRAIN INDIAN R�ER ILLS SUB'D. PAVED AREA • .:i/ / 2 os OFF-SITE LOT 4 / w� BLO 1 �; RIVER 7.94 - - - - - _ 7.82 CAP END OF 'ADS N-12 INDIAN RIVER HILLS S U B' D . N DOWNSPOUTS SHALL BE ROUTED TO THE PARKING LOT N �� / OZ ass s2, Q DOONTtSTPOUFTS SHALL ROOF E AREAS OUTEDFTO THEUSTORGMWATER 1 5C) 0 N BLOCK 1 C) 0 TRACT FOR THE REAR ROOF AREAS OF THE BUILDINGS. �O� / O / ENTRAN� I / O l' EXISTING SOILS WITHIN UA41TS OF PROPOSED / O 7:ae - - - - lif yWP��OND TpO� ELEVATION 3.2C0 TTOn BNE REPLACED / EQVAL TOS4b FT/DAYRr]R GREATERATOEBE PAVING AND DRAINAGE SITE PLAN VERIFIED BY A GEOTECHNICAL ENGINEER. a' / 7.84 3Q ENGINEERING NOTE: N gg RRM�yyyy �E��N TRUC N g�qL� Cp p Y yy� pp�g 1" a 30' - 0" PHA rl RETY..FS f RVAAD STANDARDSLAND NSIS NCY WITH E Cl S CENTLYOPTED MASTER STpRMWA MANAGEMENT PLAN (MSWMP�VERIFlED BY GEOTECHNICAL FIRM. / �/ / / ^o/ ■� z AREA CALCULATIONS: PARKING CALCULATIONS: / W/ F.A.R. ( FLOOR AREA RATIO 12 UNITS ® 2 SPACES PER UNIT 24; SPACES / to l ' I EXISTING FIRE RESIDENTIAL BLDG.: 18243 SQ. FT. OFFICE, LOBBY, BREAKFAST & ACTIVITY AREAS GRAPHIC SCALE W/ / ,�~ HYDRANT ASSEMBLY COMMERCIAL BLDG.: 2950` SQ. FT. 562 SF ® 1 SPACE PER 400 SF. 2 SPACES / m o ,o m 40 / / TOTAI21193 SQ.FT. / 72250 SQ.FT. = 29.3% COMMERCIAL BUILDING � � 2950 SF ® 1 SPACE PER 250 SF. 12 SPACES L Inch 20 ) fL / a / ' TOTAL PARKING REQUIRED: 38 PARKING SPACES a / \ / BUILDING COVERAGE TOTAL PARKING PROVIDED: 55 PARKING SPACES / / , RESIDENTIAL BLDG.: 8475 SQ. FT. ' COMMERCIAL BLDG.: 2950 SQ. FT. ZONED: CWR Q)/ 11425 SQ.FT. / 72250 SQ.FT. = 15.8% / / / �/ 3-6R UNITS: 6 / �/ Q 3 -BR UNIT: 2 -BR UNIT: 2 -BR UNITS: 6 LIVING: 1574 SF LIVING: 1276 SF O PORCH: 184 SF PORCH: 168 SF / LL. / / j TOTAL: 1758 SF TOTAL: 1444 SF SITE AREA: 72,250 SQ. FT. / / / / Q WATER/SEWER D.E.P. REQUIREMENT NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE L� V A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, r BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING ♦/, OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, / 11 UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- Yd / OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE ♦� WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR / u, z AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. QF - AT THE UTILITY CROSSING DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE Q m WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE ' OTHER PIPELINE. W ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL .WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS V) r� rocl FREEIN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER 48 HOURS BEFORE DIGGING REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET SHEET 80O -43Z -477O FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, sinvsrnNe 43STA7F Dive 1 WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER CALL NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. OF FLORIDA, INC. In fl�T 2 6 C 2 to BRJCff A mot=A, a if #47529 OF 5 AARON J B.0WLES, FL PE #55M 02-747 ..I Z 0 W DRAINAGE STRUCTURE SCHEDULE STRUCTURE TOP Z = INVERT ELEVATIONS TO BE REMOVED Q � a D BOTTOM i NUMBER ELEV NORTH SOUTH EAST WEST ELEV DESCRIPTION 10.5E) 7.5e TO;BE REMOVED Z TYPE "C" CATCH BASItj 2 9.50 ® ttttttJ 6.00 5.50 TYPE "C" CATCH BASIN 3 9.50 E.50 5.75 5.50 5.00 TYPE "C" CATCH BASIN O 10.20 5.25 5.25 4.75 4'-D"O STORM MANHOLE O 9.75 5.00 5.00 4.50 4'-0"0 STORM MANHOLE 6 SEE DETAIL SEE DETAIL SEE DETAIL MODIFIED TYPE "C" CATCH BASIN STRUCTURE" 7 7.25 5.00QQNTROL 5.00 5.00 4.50 TYPE "C" CATCH BASIN O 7.30 5.00 5.00 4.50 4'-O"O STORM MANHOLE O 8.45 MITERED END SECTION 12 8.80 5.00 5.00 5.00 4.50 4'-0"O STORM MANHOLE 13 11.00 8.00 8.00 8.00 7.50 4'-0"0 STORM MANHOLE 14 10.00 6.50 6.50 6.00 4'-0"0 STORM MANHOLE 15 10.60 I 8.70 8.20 TYPE "C" CATCH BASIN WITH E Cl S CENTLYOPTED MASTER STpRMWA MANAGEMENT PLAN (MSWMP�VERIFlED BY GEOTECHNICAL FIRM. / �/ / / ^o/ ■� z AREA CALCULATIONS: PARKING CALCULATIONS: / W/ F.A.R. ( FLOOR AREA RATIO 12 UNITS ® 2 SPACES PER UNIT 24; SPACES / to l ' I EXISTING FIRE RESIDENTIAL BLDG.: 18243 SQ. FT. OFFICE, LOBBY, BREAKFAST & ACTIVITY AREAS GRAPHIC SCALE W/ / ,�~ HYDRANT ASSEMBLY COMMERCIAL BLDG.: 2950` SQ. FT. 562 SF ® 1 SPACE PER 400 SF. 2 SPACES / m o ,o m 40 / / TOTAI21193 SQ.FT. / 72250 SQ.FT. = 29.3% COMMERCIAL BUILDING � � 2950 SF ® 1 SPACE PER 250 SF. 12 SPACES L Inch 20 ) fL / a / ' TOTAL PARKING REQUIRED: 38 PARKING SPACES a / \ / BUILDING COVERAGE TOTAL PARKING PROVIDED: 55 PARKING SPACES / / , RESIDENTIAL BLDG.: 8475 SQ. FT. ' COMMERCIAL BLDG.: 2950 SQ. FT. ZONED: CWR Q)/ 11425 SQ.FT. / 72250 SQ.FT. = 15.8% / / / �/ 3-6R UNITS: 6 / �/ Q 3 -BR UNIT: 2 -BR UNIT: 2 -BR UNITS: 6 LIVING: 1574 SF LIVING: 1276 SF O PORCH: 184 SF PORCH: 168 SF / LL. / / j TOTAL: 1758 SF TOTAL: 1444 SF SITE AREA: 72,250 SQ. FT. / / / / Q WATER/SEWER D.E.P. REQUIREMENT NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE L� V A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, r BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING ♦/, OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, / 11 UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- Yd / OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE ♦� WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR / u, z AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. QF - AT THE UTILITY CROSSING DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE Q m WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE ' OTHER PIPELINE. W ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL .WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS V) r� rocl FREEIN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER 48 HOURS BEFORE DIGGING REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET SHEET 80O -43Z -477O FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, sinvsrnNe 43STA7F Dive 1 WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER CALL NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. OF FLORIDA, INC. In fl�T 2 6 C 2 to BRJCff A mot=A, a if #47529 OF 5 AARON J B.0WLES, FL PE #55M 02-747 ..I Z 0 W Z W Z 0 a Z = TO BE REMOVED Q � a D i 0Z Z 0 U) U X W V Q z TO;BE REMOVED Z TO BE REMOVED ® ttttttJ Z LJ WITH E Cl S CENTLYOPTED MASTER STpRMWA MANAGEMENT PLAN (MSWMP�VERIFlED BY GEOTECHNICAL FIRM. / �/ / / ^o/ ■� z AREA CALCULATIONS: PARKING CALCULATIONS: / W/ F.A.R. ( FLOOR AREA RATIO 12 UNITS ® 2 SPACES PER UNIT 24; SPACES / to l ' I EXISTING FIRE RESIDENTIAL BLDG.: 18243 SQ. FT. OFFICE, LOBBY, BREAKFAST & ACTIVITY AREAS GRAPHIC SCALE W/ / ,�~ HYDRANT ASSEMBLY COMMERCIAL BLDG.: 2950` SQ. FT. 562 SF ® 1 SPACE PER 400 SF. 2 SPACES / m o ,o m 40 / / TOTAI21193 SQ.FT. / 72250 SQ.FT. = 29.3% COMMERCIAL BUILDING � � 2950 SF ® 1 SPACE PER 250 SF. 12 SPACES L Inch 20 ) fL / a / ' TOTAL PARKING REQUIRED: 38 PARKING SPACES a / \ / BUILDING COVERAGE TOTAL PARKING PROVIDED: 55 PARKING SPACES / / , RESIDENTIAL BLDG.: 8475 SQ. FT. ' COMMERCIAL BLDG.: 2950 SQ. FT. ZONED: CWR Q)/ 11425 SQ.FT. / 72250 SQ.FT. = 15.8% / / / �/ 3-6R UNITS: 6 / �/ Q 3 -BR UNIT: 2 -BR UNIT: 2 -BR UNITS: 6 LIVING: 1574 SF LIVING: 1276 SF O PORCH: 184 SF PORCH: 168 SF / LL. / / j TOTAL: 1758 SF TOTAL: 1444 SF SITE AREA: 72,250 SQ. FT. / / / / Q WATER/SEWER D.E.P. REQUIREMENT NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE L� V A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, r BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING ♦/, OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, / 11 UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- Yd / OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE ♦� WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR / u, z AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. QF - AT THE UTILITY CROSSING DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE Q m WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE ' OTHER PIPELINE. W ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL .WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS V) r� rocl FREEIN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER 48 HOURS BEFORE DIGGING REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET SHEET 80O -43Z -477O FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, sinvsrnNe 43STA7F Dive 1 WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER CALL NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. OF FLORIDA, INC. In fl�T 2 6 C 2 to BRJCff A mot=A, a if #47529 OF 5 AARON J B.0WLES, FL PE #55M 02-747