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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/7/2006Z  r r IE ` I I co APPROXIMATE SAN FL =tAPPk PRO t 447.58' r- (SIZE. i REC N 1 APPROXIMATE STM FL = 4 pc L l \ Q\J GE Y L pQ P, CONNECTION TO \ '• v PROPERTY LINE DECIDUOUS TREE V v PHONE, & CABLE EXISTING CURB ~' pPO,o w: z PgiVATE JpJ O' EXISTING FENCE ,c4 E ls_w i)71LTY _ nn _n 1 n - TREE TO BE REMOVED 2311 SF 1811 SF 4243 SF pAL3LII V y, < SOIL ,, ;` 04 GRAPHIC SCALE AND SFC APPENDIX D102.1. .%iEwarT „ T" STREET Lli (6) 'NO PARKING -FIRE LANE' SINAGE SHALL BE POSED ON BOTH SIDES OF „ S" STREET • EXISTING DENSITY = 2.4 UNITS/ ACRE POWER POLE a Lli 20 0 I O 20 40 W W 06 -151 PROPOSED DENSITY DENSITY o uW`` W THE PROPOSED DRIVEWAY AND NEW ROOF RUNOFF WILL BE DIRECTED TO THE ,, p  (r WATER METER ' SPOT ELEVATION p, REQUIRED [ `? po +( >r „ .STREET Q .9.275(13). - l _ f'., a p  2006 4 V) 10 126 i`.(°,'1,1X5a C '" o N0 ® BUS STOP --W- EXISTING WATER LINE TE f,\ , FIRE HYDRANT SCALE i = 20 VICIM7Y -1-- vi ; r  LJ 4 pc L l \ Q\J GE Y L pQ P, CONNECTION TO \ '• v PROPERTY LINE DECIDUOUS TREE V v PHONE, & CABLE EXISTING CURB ~' pPO,o w: z PgiVATE JpJ O' EXISTING FENCE ,c4 E ls_w i)71LTY _ nn _n 1 n - TREE TO BE REMOVED 2311 SF 1811 SF 4243 SF NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUNC) LINES. y, < SOIL ,, ;` 04 GRAPHIC SCALE AND SFC APPENDIX D102.1. .%iEwarT a Lli (6) 'NO PARKING -FIRE LANE' SINAGE SHALL BE POSED ON BOTH SIDES OF NOT TO SCALE • EXISTING DENSITY = 2.4 UNITS/ ACRE POWER POLE FIRE HYDRANT IS APPROXIMA TEL Y 274 SOUTH OF THE SUBJECT SITE,f\ Lli 20 0 I O 20 40 c> P 06 -151 PROPOSED DENSITY DENSITY = 4.7 UNITS/ ACRE (MDR) = 10 20 VNITSI ACRE uW`` W THE PROPOSED DRIVEWAY AND NEW ROOF RUNOFF WILL BE DIRECTED TO THE ,, p  O WATER METER ' SPOT ELEVATION p, REQUIRED [ rlv- t. FIN po +( J .9.275(13). - l _ f'., a p  2006 4 V) O i`.(°,'1,1X5a C '" o N0 --W- EXISTING WATER LINE TE f,\ , BE PLACE UNDERGROUND IN ACCORDANCE WITH 32.120(2). SCALE i = 20 DRAWN -1-- vi ; r  LJ OF 1 REMAINING PORTION OF THE EXISTING STRUCTURE DISCHARGES ON -SITE ,VIA EXISTING CONCRETE -°-- -°- -°-SAN --° EXISTING SANITARY SEWER  SPLASH PADS. - STM .M..., EXISTING STORM DRAIN SEWER BY VJ Z '(4) SPRINGFIELD BUS ROUTES 18 AND 19 RUN ALONG 'Q' STREET. Lo Q 3 =--- Lli Cf) --- G --- --- EXISTING GAS LINE -LAJJ (5) THE PROPOSED DRIVEWAY SHALL BE MAINTAINED TO SUPPORT AN 80.0 +1D0 --- -- OHP EXISTING OVERHEAD POWER W .! CL  PROPOSED BOLLARD ---SAN ---- PROPOSED SANITARY SEWER Q) "` 0 I`--- V ® PROPOSED AREA DRAIN ----- STM - ---- -- PROPOSED STORM DRAIN SEWER ^ (') („ "- CC) --.. JUT PROPOSED JOINT UTILITY TRENCH CL T.L. DENOTES TAX LOT i i Q • o FL DENOTES FLOWLINE CURB GUTTER U PUE DENOTES PUBLIC UTILITY EASEMENT  Q Q© +  o 4 Q q NOT TO SCALE C 0 AJ c 4 pc L l \ Q\J GE Y L pQ P, CONNECTION TO \ '• v PROPERTY LINE DECIDUOUS TREE V v PHONE, & CABLE EXISTING CURB ~' pPO,o w: z PgiVATE JpJ O' EXISTING FENCE ,c4 E ls_w i)71LTY _ nn _n 1 n - TREE TO BE REMOVED Dom' 9  Ga ,.,` M r Q ; Z + Iko r.1 v V  O UNDISTURBED SOIL C co R+ XT 1, fE l ! w { 24" MIN C .,e. E-+ b `J ` n PERVIOUS AREAS NOTES cz DRIVEWAY BUILDING TOTAL (t) THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF' f ` ` ':. CABLE AND \ EXISTING = 1232 SF 1263 SF 2495 SF FIELD LOCATION OF SURFACE FEATURES AND AS-BUILT DRAWINGS. ' l PHONE LINES + . \ v  UNDISTURBED INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS . . \ PROPOSED = 2311 SF 1811 SF 4243 SF NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUNC) LINES. y, < SOIL ,, ;` 04 GRAPHIC SCALE AND SFC APPENDIX D102.1. .%iEwarT a PROPOSED DRIVEWAY (6) 'NO PARKING -FIRE LANE' SINAGE SHALL BE POSED ON BOTH SIDES OF NOT TO SCALE • EXISTING DENSITY = 2.4 UNITS/ ACRE POWER POLE FIRE HYDRANT IS APPROXIMA TEL Y 274 SOUTH OF THE SUBJECT SITE,f\ o 0 20 0 I O 20 40 c> P 06 -151 PROPOSED DENSITY DENSITY = 4.7 UNITS/ ACRE (MDR) = 10 20 VNITSI ACRE uW`` W THE PROPOSED DRIVEWAY AND NEW ROOF RUNOFF WILL BE DIRECTED TO THE ,, p  O WATER METER ' SPOT ELEVATION p, REQUIRED [ BE REMOVE AND REPLACED WITH A 6' HIGH WOOD FENCE PER SDC t. FIN po +( FIRE HYDRANT .9.275(13). - l _ f'., a p  2006 4 V) O i`.(°,'1,1X5a C '" o N0 --W- EXISTING WATER LINE TO THE EXISTING I D CITY STORMWA TER MAIN. A PORTION OF THE EXISTING RESIDENTIAL STRUCTURE CURRENTLY WEEPHOLES TO THE CURB. THE f,\ , BE PLACE UNDERGROUND IN ACCORDANCE WITH 32.120(2). SCALE i = 20 DRAWN TAX MAP 17-03-25-23, TAX LOT 3400 ®  p-  nil OF 1 REMAINING PORTION OF THE EXISTING STRUCTURE DISCHARGES ON -SITE ,VIA EXISTING CONCRETE -°-- -°- -°-SAN --° EXISTING SANITARY SEWER JAM SPLASH PADS. - STM .M..., EXISTING STORM DRAIN SEWER BY '(4) SPRINGFIELD BUS ROUTES 18 AND 19 RUN ALONG 'Q' STREET. Lo Q 3 =--- LIGHT POLE WITH ARM --- G --- --- EXISTING GAS LINE -LAJJ (5) THE PROPOSED DRIVEWAY SHALL BE MAINTAINED TO SUPPORT AN 80.0 +1D0 --- -- OHP EXISTING OVERHEAD POWER .! CL  PROPOSED BOLLARD ---SAN ---- PROPOSED SANITARY SEWER Q) "` 1;- Q V ® PROPOSED AREA DRAIN ----- STM - ---- -- PROPOSED STORM DRAIN SEWER ^ (') („ "- JUT PROPOSED JOINT UTILITY TRENCH CL T.L. DENOTES TAX LOT o FL DENOTES FLOWLINE CURB GUTTER PUE DENOTES PUBLIC UTILITY EASEMENT Q© +  4 C9 N q C 0 AJ CIL W Dom' 9  Ga ,.,` M r Q ; Z + Iko r.1 v V  O UNDISTURBED SOIL C co R+ XT 1, fE l ! w { 24" MIN C .,e. E-+ b `J ` n PERVIOUS AREAS NOTES cz DRIVEWAY BUILDING TOTAL (t) THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF' f ` ` ':. CABLE AND \ EXISTING = 1232 SF 1263 SF 2495 SF FIELD LOCATION OF SURFACE FEATURES AND AS-BUILT DRAWINGS. ' l PHONE LINES + . \ v  UNDISTURBED INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS . . \ PROPOSED = 2311 SF 1811 SF 4243 SF NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUNC) LINES. y, < SOIL ,, ;` 04 GRAPHIC SCALE AND SFC APPENDIX D102.1. .%iEwarT BY (6) 'NO PARKING -FIRE LANE' SINAGE SHALL BE POSED ON BOTH SIDES OF NOT TO SCALE • EXISTING DENSITY = 2.4 UNITS/ ACRE (2) FIRE HYDRANT IS APPROXIMA TEL Y 274 SOUTH OF THE SUBJECT SITE,f\ o 0 20 0 I O 20 40 c> .NUMBER 06 -151 PROPOSED DENSITY DENSITY = 4.7 UNITS/ ACRE (MDR) = 10 20 VNITSI ACRE (3) THE PROPOSED DRIVEWAY AND NEW ROOF RUNOFF WILL BE DIRECTED TO THE ,, DATE 30 OCT 2006 REQUIRED BE REMOVE AND REPLACED WITH A 6' HIGH WOOD FENCE PER SDC t. FIN , Z t IN FEET ) .9.275(13). - l _ f'., a p  2006 4 PROPOSED AREA DRAIN A 6 PVC PIPE WILL THEN CONVEY THE RUNOFF  `  „ WATER LINES i`.(°,'1,1X5a C '" o N0 TO THE EXISTING I D CITY STORMWA TER MAIN. A PORTION OF THE EXISTING RESIDENTIAL STRUCTURE CURRENTLY WEEPHOLES TO THE CURB. THE f,\ , BE PLACE UNDERGROUND IN ACCORDANCE WITH 32.120(2). SCALE i = 20 DRAWN TAX MAP 17-03-25-23, TAX LOT 3400 ®  p-  nil OF 1 REMAINING PORTION OF THE EXISTING STRUCTURE DISCHARGES ON -SITE ,VIA JAM SPLASH PADS. LECTRIC LINE BY '(4) SPRINGFIELD BUS ROUTES 18 AND 19 RUN ALONG 'Q' STREET. DESIGNER JMA (5) THE PROPOSED DRIVEWAY SHALL BE MAINTAINED TO SUPPORT AN 80.0 +1D0 LB. IMPOSED LOAD AND BE AN ALL WEATHER SURFACE PER SFC 503.4.3 JVI1NT UTILI."I TRE1iClI DETAIL CHECKED JAB AND SFC APPENDIX D102.1. BY (6) 'NO PARKING -FIRE LANE' SINAGE SHALL BE POSED ON BOTH SIDES OF NOT TO SCALE PROJECT THE PROPOSED DRIVEWAY PER SFC 503.2.1. 503.3: AND SFC APPENDIX .NUMBER 06 -151 D103.6. (7) THE 4 CHAIN LINK FENCE ALONG THE NORTH PROPERTY BOUNDARY WILL SHEET NO. BE REMOVE AND REPLACED WITH A 6' HIGH WOOD FENCE PER SDC t. FIN .9.275(13). - l _ f'., a p  2006 4 (8) ALL UTILITIES INSTALLED TO SERVE THE MANUFACTURED DWELLING SHALL i`.(°,'1,1X5a C '" o N0 BE PLACE UNDERGROUND IN ACCORDANCE WITH 32.120(2). J 1  A-.4 IV Reue v r tjT)km LI m  c TAX MAP 17-03-25-23, TAX LOT 3400 ®  p-  nil OF 1 SHEET(S)