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Home My WebLink AboutSITE PLAN Rev. (3) 9.3.2020 - 20-00197 - Sundance Site RevisionsD66�6k • �66v� 6 VINYL FENCE SCREEN AS PER ORDINANCE i 0 230. 0' AREA #1 115,101 FT' 5URFAGE AREA N 1,342 FT3 5TORA6E NEEDED IS CHAMBERS REQUIRED AT 74A FT3 62.8 64.0 0 6 m � I 9' -On 4 N _ N 63.58 64.85 � r AREA #4 I LL.LL� II,g08 FT 2 5URFA Dc6 1,016 FT3 5TORAGE NEEDED H❑ 14 CHAMBERS REQUIRED AT 64.85 INSIDE BLDG LIP,�. .oma k�o F LIP X66 �6 A j Q j cl2- p CD U Pf W N m LIPIS i 0 230. 0' AREA #1 115,101 FT' 5URFAGE AREA N 1,342 FT3 5TORA6E NEEDED IS CHAMBERS REQUIRED AT 74A FT3 62.8 64.0 0 6 m � I 9' -On 4 N _ N 64.85 EXISTING FENCE AREA #2 14,082 FT2 SURFACE AREA 1,204 FT3 5TORAGE NEEDED Ib CHAMBERS REQUIRED AT 74.9 FT3 15 15 8L15 cn cn 64.17 b� P 6 .17 0 64.03.67 64.67 64.67 C 13 N 14 AREA #3 8 874 FT 2 SURFACE AREA ry 75q FT3 5TORA 10 GHAMBER5 REQUIRED A 74A FT3 2.09b 63.12 2 I 6 � 6' 16'-O" 120- 24'-0" I6 -O" 6' ,71 6,51 r k 6�� 6 .bbti r m o 01 64.65 64.85 61 �° �.4764.62 d) .� �6 66 63.58 64.85 � r AREA #4 I LL.LL� II,g08 FT 2 5URFA 1,016 FT3 5TORAGE NEEDED � 14 CHAMBERS REQUIRED AT 64.85 INSIDE BLDG LIP,�. .oma k�o 0 06" X66 �6 A j Q j cl2- p CD U Pf W N m M % w w U 64.85 0 o0 Q m� N >- 4.55, Z . 10 64.85 EXISTING FENCE AREA #2 14,082 FT2 SURFACE AREA 1,204 FT3 5TORAGE NEEDED Ib CHAMBERS REQUIRED AT 74.9 FT3 15 15 8L15 cn cn 64.17 b� P 6 .17 0 64.03.67 64.67 64.67 C 13 N 14 AREA #3 8 874 FT 2 SURFACE AREA ry 75q FT3 5TORA 10 GHAMBER5 REQUIRED A 74A FT3 2.09b 63.12 2 I 6 � 6' 16'-O" 120- 24'-0" I6 -O" 6' ,71 6,51 r k 6�� 6 .bbti r m o 01 64.65 64.85 61 �° �.4764.62 d) .� �6 66 63.58 � r AREA #4 jHI LL.LL� II,g08 FT 2 5URFA 1,016 FT3 5TORAGE NEEDED � 14 CHAMBERS REQUIRED AT A FT3 INSIDE BLDG LIP,�. .oma k�o 0 a o x X66 �6 A u- Q j cl2- p m � m o Pf W N 65.33 63.58 63.60 jHI 3 65.33 b" FIRE LINE 3" DOMESTIG WATER � 2" WATER METER H INSIDE BLDG LIP,�. 8" INVERT =4860.1 Q a o x A ❑H 8" EXISTING SAN. SEWER b" EXI5TIN6 CITY WATER 6" W ' W �� 6"W bbti '4 0 m r 2.0% 66�� k�by'S �u 9=1 666 ��b�h 2 73 EXISTING FENCEd 100.00' 64.E 422 64.22 TES �16 � I6 64.16 4.16 21 AREA #5 LIP 21 21 LIP 7,228 FT 2 SURFA 618 FT3 5TORAG 9 CHAMBERS RE A FT3 24' 32'OL -O"O" U 64.I16 Z AREA #6 W 4865.35 7 372 FT SURFACE AREA !U .65.18 5.24 65.33 65.33 b� 23 6LIP LIP NEW 6 F.L. G900b" FIRE LINK 65.33 65.33 , NEW MAN OLE #2 FZIM EBWFINVE =4856.35 LEV 3" DOMESTIC WATER INVERT . .ob4856.2�P8 2" YJiT€R METER , 6°0fP3 6 �`��} INSIDBLD6 8" INVERT = 4860.18 50-0.:1-" 61p b !L 0 65.33 6533 /, be N � X66 D1 --5d, FRONT YARD SIF INSTALL FH �� 330.00' 164.05 64.01 $ TAL7�64. I 4A14.'15 ❑H ❑H ❑ ❑H - N" ° ❑H 63.58 63.60 jHI � b 3-�,�0 cq N N r7M W� ® LIP,�. 0 000 Q a o x A u- Q j cl2- p m � m o 24' 32'OL -O"O" U 64.I16 Z AREA #6 W 4865.35 7 372 FT SURFACE AREA !U .65.18 5.24 65.33 65.33 b� 23 6LIP LIP NEW 6 F.L. G900b" FIRE LINK 65.33 65.33 , NEW MAN OLE #2 FZIM EBWFINVE =4856.35 LEV 3" DOMESTIC WATER INVERT . .ob4856.2�P8 2" YJiT€R METER , 6°0fP3 6 �`��} INSIDBLD6 8" INVERT = 4860.18 50-0.:1-" 61p b !L 0 65.33 6533 /, be N � X66 D1 --5d, FRONT YARD SIF INSTALL FH �� 330.00' 164.05 64.01 $ TAL7�64. I 4A14.'15 ❑H ❑H ❑ ❑H - N" ° ❑H NEW MANHOLE #1 v RIM ELEV =4864.6 E INVERT = 4655.53 N INVERT = 4855.56 W INVERT = 4855.45 HOT TAP EXIST. b" 1N5TALL VALVE 630 FT3 STORAGE NEEDED = q CHAMBERS RE o off° I LU Lu z LI6 2.3596 2.55 0• 64.16 63.31 LIP 64 8 I 65.33 6,81 ��I6 65.33 81 I = j m o 0 LIP16 Lip TBG I 64 p k 64.31 64.33 MP.TGH 64.15 64.17 6 MATCH 6�. ❑H Yin H ❑H ❑ 011❑H 63.85 7 �r=57 3RD SOUTH 8" EXISTING SAN. 5EWER� b" EXI5TIN6 CITY WATER ° 6„W �'6"W 6//W k� 6 6�. OI ALL WORK 15 TO BE DONE IN ACCORDANCE TO CITY OF REX5UR6 STANDARDS O2 ALL 6" WATER LINE IS TO BE CLASS 50 DUCTILE IRON, AWWA C-151 IN PUBLIC ROW. 12 GAUGE INSULATED COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES AND SERVICES UP TO THE METER. O ALL SEWER LINE P I P I N6 SHALL BE ASTM D-3034 SDR 35 O MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET. O5 WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10 FEET FROM ANY SANITARY SEWER OR STORM SEWER AS PER 1 SPWC, STANDARD DRAW I N6 5D-40-7. CROSS AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A MINIMUM OF 1.5 VERTICAL SEPARATION. O THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHAN6ES IN THE PRESSURE PIPE. U-7 ALL EX15TIN6 INATER AND SEWER SERVICES ARE TO BE TERMINATED AS PER O I TY STANDARDS. ZON I NIS I Nr-01ZMAT I ON ZONE: H 16H DEN51 TY RESIDENTIAL (HDR2) INFILL/REDEVELOPMENT AREA AREA: 2.2 ACRES DEN51 TY ALLONF-D : 42 UNITS/ACRE BU I LD I N6 HE 16HT ALLONEP : 33 FEET LOT COVF-RA6F- ALLONEIED: 50% LOT AREA = X3,832 S.F. X 20%= I 66 S.F. LAND50APF- AREA= 10,605 S.F. = 8ct% -73% PARK I N6 REaU I RED 3' FRONT YARD REW I RED 36 UNITS PROVIDED 308 TOTAL BF -D5 4 STOR I E5 MAIN LEVEL S.F. 11,680 TOTAL 5.F ./BU I LD I N6 = 4(o, -7205.F . 7)OOFF- V-A CON57RU07I ON 13R FIRE SUPPRESSION 231 PARK I N6 SPACES REIGU I RED 4-1 FULL SIZE SPACES REWIRED WITH " DEVELOPER OPTION 231 SPACES PROVIDED 4-1 FULL 51 ZE 5PACF-5 PROV I DF -D 6 DUMPSTER STREET TREES 20 FEET ON CENTER 8' PEDESTRIAN AALK FEDESTfR IAN -AREAS -A I TH BP-NnHPS 6 bk' 66� b6 ❑H ❑H o ❑H ❑H ❑H ❑H ❑H ❑H ❑H OH ❑H - SITE PLAN, - LAYOUT 5GALE: 1" = 20'-0" 8" EXISTING SAN. 5EWER 6//W 611W 6//W 6„W 611W - 63.58 63.60 Q cq N N r7M W� ® o 0 000 a o x A u- Q NEW MANHOLE #1 v RIM ELEV =4864.6 E INVERT = 4655.53 N INVERT = 4855.56 W INVERT = 4855.45 HOT TAP EXIST. b" 1N5TALL VALVE 630 FT3 STORAGE NEEDED = q CHAMBERS RE o off° I LU Lu z LI6 2.3596 2.55 0• 64.16 63.31 LIP 64 8 I 65.33 6,81 ��I6 65.33 81 I = j m o 0 LIP16 Lip TBG I 64 p k 64.31 64.33 MP.TGH 64.15 64.17 6 MATCH 6�. ❑H Yin H ❑H ❑ 011❑H 63.85 7 �r=57 3RD SOUTH 8" EXISTING SAN. 5EWER� b" EXI5TIN6 CITY WATER ° 6„W �'6"W 6//W k� 6 6�. OI ALL WORK 15 TO BE DONE IN ACCORDANCE TO CITY OF REX5UR6 STANDARDS O2 ALL 6" WATER LINE IS TO BE CLASS 50 DUCTILE IRON, AWWA C-151 IN PUBLIC ROW. 12 GAUGE INSULATED COPPER WIRE TO BE INSTALLED ABOVE MAIN LINES AND SERVICES UP TO THE METER. O ALL SEWER LINE P I P I N6 SHALL BE ASTM D-3034 SDR 35 O MINIMUM COVER OVER WATER LINES SHALL BE 6 FEET. O5 WATER LINE MUST HAVE A MINIMUM SEPARATION OF 10 FEET FROM ANY SANITARY SEWER OR STORM SEWER AS PER 1 SPWC, STANDARD DRAW I N6 5D-40-7. CROSS AT RIGHT ANGLES WITH FULL PIPE SECTIONS AND A MINIMUM OF 1.5 VERTICAL SEPARATION. O THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHAN6ES IN THE PRESSURE PIPE. U-7 ALL EX15TIN6 INATER AND SEWER SERVICES ARE TO BE TERMINATED AS PER O I TY STANDARDS. ZON I NIS I Nr-01ZMAT I ON ZONE: H 16H DEN51 TY RESIDENTIAL (HDR2) INFILL/REDEVELOPMENT AREA AREA: 2.2 ACRES DEN51 TY ALLONF-D : 42 UNITS/ACRE BU I LD I N6 HE 16HT ALLONEP : 33 FEET LOT COVF-RA6F- ALLONEIED: 50% LOT AREA = X3,832 S.F. X 20%= I 66 S.F. LAND50APF- AREA= 10,605 S.F. = 8ct% -73% PARK I N6 REaU I RED 3' FRONT YARD REW I RED 36 UNITS PROVIDED 308 TOTAL BF -D5 4 STOR I E5 MAIN LEVEL S.F. 11,680 TOTAL 5.F ./BU I LD I N6 = 4(o, -7205.F . 7)OOFF- V-A CON57RU07I ON 13R FIRE SUPPRESSION 231 PARK I N6 SPACES REIGU I RED 4-1 FULL SIZE SPACES REWIRED WITH " DEVELOPER OPTION 231 SPACES PROVIDED 4-1 FULL 51 ZE 5PACF-5 PROV I DF -D 6 DUMPSTER STREET TREES 20 FEET ON CENTER 8' PEDESTRIAN AALK FEDESTfR IAN -AREAS -A I TH BP-NnHPS 6 bk' 66� b6 ❑H ❑H o ❑H ❑H ❑H ❑H ❑H ❑H ❑H OH ❑H - SITE PLAN, - LAYOUT 5GALE: 1" = 20'-0" 8" EXISTING SAN. 5EWER 6//W 611W 6//W 6„W 611W - cq N N r7M W� 0 000 a o x u- m � m o W N Q � V co N N ® w w U > o0 m� N CONSULTANTS: A z 0 V Q � � O 0 I 0L VI U � CD Z 0 1� � D REVISION: DRAWN BY: JOB NO: &DR "iq3 CHECKED BY: DATE: .1RW SEPT 'I q PLOT DATE: DRAWING N0. FILE: SDI .I OF m