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HomeMy WebLinkAboutSITE PLANS 2 - 16-00575 - 117 S 2nd E - Mattson Apartments (Abri) - Civil SiteCIVIL SITEWORK FOR: AAA TTSONAPART/14ENTS , W De WZz, BEING PART OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF O-Zc� SECTION 29, TOWNSHIP 6 NORTH, RANGE 40 EAST OF d Z G THE BOISE MERIDIAN, MADISON COUNTY, IDAHO w Rarhurg, /daho APPROVED BY: CITY OF REXBURG ENGINEERING DEPARTMENT PROJECT N0. 16116 APPROVED BY: CITY OF REXBURG FIRE DEPARTMENT APPROVED BY: ROCKY MOUNTAIN POWER PROJECT CONTACTS CITY OF REXBURG APPROVED BY: ENGINEERING DEPARTMENT JOHN MILLAR (208) 359-3020 CENTURY LINK DEQ (208) 528-2650 DIGUNE (CALL BEFORE YOU DIG) (800) 342-1585 APPROVED BY: EAGLE ROCK ENGINEERING --- -- PROJECT ENGINEER McKAY ANDERSEN (208)757-7625 INTERMOUNTAIN GAS PROJECT MANAGER KURT ROLAND (208)757-7625 LANDSCAPE/GREEN SPACE/ SNOW STORAGE 1. LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE. ELECTRICAL NOTES: 1. ALL WORK TO BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER REQUIREMENTS. 2. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH POWER COMPANY FOR INSTALLATION OF CONDUITS AND POWER FOR THIS PROJECT WATER NOTES: 1. WATER SERVICE IN PROJECT WILL BE PVC. 2. CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD -402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOT INCLUDING THE WATER METER. 3. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2008 ISPWC DETAIL SD -403. PROVIDE TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT. 4. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. S. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 30' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD -407. 6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN. 7. TEST,FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9. 8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USE STANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATION TOLERANCES. 9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC.... 10. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS). INDEX COVER VICINITY MAP/LOCATION MAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS C-1 EXISTING SITE CONDITIONS/DEMOLITION PLAN C-2 OVERALL UTILITY SITE PLAN C-3 OVERALL GRADING PLAN SWPP STORM WATER POLLUTION AND PREVENTION PLAN D-1 DETAILSHEET D-2 DETAILSHEET ABBREVIATIONS EL. ELEVATION FF FINISHED FLOOR INV INVERT O.C. ON CENTER REQ'D REQUIRED STD STANDARD TEMP TEMPORARY TYP TYPICAL TBC TOP BACK OF CURB DWG DRAWING FL FLOW LINE OF CURB X -TBC EXISTING TOP BACK OF CURB X EXISTING BTM BOTTOM FO FINISHED OIL GRADE EO EDGE OF OIL MH MANHOLE SSMH SANITARY SEWER MANHOLE CB CATCH BASIN FW FRONT OF SIDEWALK BW BACK OF SIDEWALK GB GRADE BREAK TOW TOP OF WALL HP HIGH POINT LP LOW POINT SEWER NOTES: 1.. ALL STORM SEWER PIPING IS TO BE ADS N 12 HDPE S65 RIBBED PIPE. 2. ALLSEWER SERVICES ARE TO BE 4 IN. SDR 35 PVC UNLESS SHOWN OTHERWISE. 3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE UDS. 4. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4. 5. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2008 STANDARD DRAWINGS SD -501. 6. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD -301 & SD -302. 7. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD -511, SD -511A, AND SD -512. VICINITY MAP GENERAL NOTES 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE CITY OF REXBURG STANDARDS. 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. S. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN, SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 10. SITE ADDRESS: 129 S 2nd EAST AND 204 & 216 E 1st SOUTH - REXBURG, IDAHO J Z Q N N W LL a E 1ST S oe a PROJECT a W a LOCATIONo W > W o rZi Q m E 2ND S GENERAL NOTES 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE CITY OF REXBURG STANDARDS. 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. S. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN, SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 10. SITE ADDRESS: 129 S 2nd EAST AND 204 & 216 E 1st SOUTH - REXBURG, IDAHO LEGEND 'STI x-Tfic PROPOSED/EXISTING ELEVATION N 4 * U PROPOSED/EXISTING FIRE HYDRANT 0 0 PROPOSED/EXISTING VALVE coo OO PROPOSED/EXISTING MANHOLE m ® PROPOSED/EXISTING STORM DRAIN INLET p 0 PROPOSED/EXISTING POWER POLE ry £ PROPOSED/EXISTING STREET LIGHT PROPOSED/EXISTING CURB AND GUTTER SO Q 1i 0.75% �II�D DRAINAGE FLOW ARROW PROPOSED ASPHALT CONCRETE PROJECT BOUNDARY LINE Z W Z h CENTERLINE — — — — SECTION LINE ' 4727 EXISTING GROUND CONTOUR �+ SETBACK LINETYPE DESCRIPTION EXIST UTILITY EXISTING G EXI! 0 c z `> O~~N 7 4.1-I �W 0 WQ: r I� r IS z Z 0 O — 'N W F N 4 x U Z w K m M H Li O ry 0 SO Q W - Z W Z h O Li — ss SANITARY SEWER MAIN �+ w Q a II o i r[ Z � .. �<Z p w N a� C W g Z Z 0 w 6 W N Z ' w = �3w w W w j Ca Ca V9 — z x a a D x .ss REMOVE P .mero�mu..o z � qANDQ a 0 ¢ a o r ti �9 mvxan 'a x°woos 0 — 'N j PRESSURE LINE (WATER LINE) F rtsr"°LE°WN 3.0 x a' m z O m O H Li O rzrrxorEwx6° � W Z W Z O Li — ss SANITARY SEWER MAIN �+ w Q a Z �v aw z 00 Z G �<Z p a N a� C W d Y Z Z x". x�9, x w 6 W N Z ' w = �3w w W w j Ca Ca V9 — z ---- "'_---- PROPOSED STORM DRAIN MAIN x .ss REMOVE P .mero�mu..o ,n qANDQ a 0 ¢ o ti �9 mvxan x°woos 0 n V xa994 o tpi, vVi --e• EXISTING WATER LINE fV POW RUNE EXISTING SANITARY SEWER MAIN P P P P X -TBC 3 B f RE FENCE P —X—X— FENCE LINE A vpi X -T9[ x "...a 699im x S89' 45' 28"W 5.75' c `8 _ « $ P OVERHEAD POWER LINE z c 3 c 9033 xvs", X 499366 E ® EXISTING WATER METER auo mzs x x HOLE w F<�aw *REMOVE A TR ES Q VP VISITOR PARKING Xi TBCi - N r� FROM PR ERTY n Q EXIS RI II EXISTI RII IN 30 5 0 33' SCALE: 1'= 30.9 w F Q z g CL z O H O � W Z W Z O F- ~ O Q a Z �v aw z 00 Z O� �<Z N a� C W d Y Z Z w 6 W N Z ' w = w W CONSTRUCTION ITEMS: Z PROPERTY LINE - -= • r CONSTRUCTION LIMITS O DUMPSTER PAD O HANDICAP RAMP (PER CITY OF REXBURG STANDARDS) O GRASS/SNOW STORAGE AREA 9k16' PROPOSED GAS METER LOCATION O5 FIRE RISER ROOM OCONCRETE 6 DRIVEWAY APROACH (PER CITY OF RETAINING WA*Y REXBURG STANDARDS) 07 INSTALL WATER VALVE PER CITY OF REXBURG ® INSTALL CMP RETENTION SYSTEM O INSTALLASPHALT 10 INSTALL 1.5" CURB & GUTTER © INSTALL STANDARD CATCH BASIIN y ) 9'x20' INSTALL SETTLING MANHOLE 13 INSTALL TRANSFORMER 14 INSTALL POWER METER O INSTALL 30" RING CATCH BASIN BOUNDARY DESCRIPTION: COMMENCING AT A POINT THAT IS THE NORTHWEST CORNER OF BLOCK 8 OF REXBURG ORIGINALTOWN SITE, CITY OF REXBURG, IDAHO; AND RUNNING THENCE N89'45'28"E 310.75 FEET; THENCE 500°34'32"E 132.00 FEET; THENCE S89"45'28"W 5.75 FEET; THENCE SOO°14'32"E 247.50 FEET; THENCE S89"'45'25"W 137.50 FEET; THENCE SOO'14 32"E 66.00 FEET; THENCE S89"45'25"W 167.500 FEET; THENCE NDO°14'32"W 445.50 FEET TO THE POINT OF BEGINNING, CONTAINING 2.928 ACRES -� CONCRETE FURNITURE I G COURTYARD NOTES. CURRENT ZONE= MIXED USE 2 MIN. FRONT BUILDING SET BACK = 10.00' FROM ROW PROPOSED USE = APARTMENTS LOT AREA = 2.67 ACRES (EXCLUDES HERDTI PROPERTY) 216 PARKING STALLS REQUIRED (0.75 OF 288 BEDS) 217 PARKING STALLS PROVIDED 80% COMPACT 9'x16' STALLS=172 (174 PROVIDED) 20% STANDARD 9'%2O' STALLS=43 (43 PROVIDED) 4 HANDICAP STALLS PROVIDED 8% OF 288 BEDS FOR VISITOR PARKING = 23 VISITOR PARKING STALLS GREEN SPACE REQUIRED = 10% GREEN SPACE PROVIDED = 28% (0.76 ACRES) SNOW STORAGE PROVIDED = 10% NON -PERMEABLE SURFACE = 1.41 ACRES BUILDING HEIGHT: HIGHEST POINT OF RIDGE - 46'-0" ABOVE GRADE TOP OF EXTERIOR WALL PLATE- 30'-0" ABOVE GRADE (MAXIMUM) TOTAL SQUARE FEET OF BUILDING A: (SOUTH BUILDING): LEVELS - 665 SF LEVEL 2- 11,142 SF LEVEL 3- 11,233 SF LEVEL 4- 11,229 SF LEVELS - 10,380 SF TOTAL AREA 44,649 SQUARE FEET NUMBER OF UNITS = 25 NUMBER OF BEDS = 150 TOTAL SQUARE FEET OF BUILDING B: (NORTH BUILDING): LEVEL 1 10,319 SF LEVEL 2- 10,672 SF LEVEL 3- 10,488 SF LEVEL 4- 9,635 SF AREA 41114 SQUARE FEET EXISTING SDMH I CONNECT POWER TO POLE ON RIM:4881.52 NORTH SIDE OF E. 1st SOUTH o INV:4876.97 r a_. HOT TAP EXISTING SAW CUT ASPHALT 4'AND WATER LINE INSTALL SSMH #24REPAIR PER CITY OF EXISTING EXBURG STANDARDS UTILITY MH EXISTING SSMH RIM:4887.22 INV ENV 5.:4880.95RIM:4882.72 INV5.:4881.95INVA875.32 2.9%2.9% ssEXISTING CAP vINSTALL SN012"X CB SER. 4000LINEVALVE E 1STSOUTH EXISTING NW CORNER OF INV=80.22 MODEL40BW(2'FIRE HYDRANT BLOCK 8 OF REXBURGInOPERORIGINALTOWNSITE�Nj TOTAL AR NUMBER OF UNITS= 23 NUMBEROFBEDS = 138 TOTAL NUMBER OF UNITS = 48 TOTAL NUMBER OF BEDS= 288 N 1. LANDSCAPE PLAN WILL BE PROVIDED BY MERRILL QUALITY LANDSCAPING. WE S 30 1F 0 3U SCALE: I'=30.0' SUNKEN CONCRETE LOUNGE w W W Z 2 3 2 INSTALLS' SIDEWALK . ... , iJ 24b-0 p a q, EXISTING SDMH 4-- 1 N "' 2400 10.00 __ 89°45'28"E 3111 SNOW STORAGE RIM:4884.06 a N{B J 3, P P P p P PI _ 13 I---�� � 3 10 3 INV:4879.41 �i u, INy .14 INSTALL COBRA HEAD 7 STREETLIGHT "II PROPOSED POWER EASEMENT I � O N N III w I M £ 3 ui Ln II a a II C FIRELANE.... ED 0 BY MADISON COUNTY Ili FIRE DEPARTMENT C 3 � PROPOSED FIRE II HYDRANT m N II v � I N i M ll a a.01 EXISTING SSMH 10.1c RIMA893.60 6'93 INVA886.60 i O vt � l 3 3 � w N N II O 0 r:. o 3 0 0 INSTALL ITO TYPE 7 CB � 12" SO 7•e BLDG B WILL BE A PART OF A SEPARATE PERMIT FF = 4891.60 COURTYARD r=� 9�4+4 w 12" SO SEWER FL BLDG A F.F. = 4903 END OF - RETAINING WALL DSED POWER EASEMENT �I o 24.00 Z z_ ..a. - INrf CU BCT }' O O Lop >� �.9 - W 9k16' a� W START START OF ((�� I RETAINING WA*Y 3 (�... Y" �s III RErmN AND G� a> O �� a ls.oD' PROTECT y ) 9'x20' w aN 1 M =U EXISFING BLDG CV/ EXISTING SDMH O II RIM:4898.38 INV:4893.63 SCALE: I'=30.0' SUNKEN CONCRETE LOUNGE w W W Z 2 3 2 INSTALLS' SIDEWALK . ... , iJ 24b-0 p a q, EXISTING SDMH 4-- 1 N "' 2400 10.00 __ 89°45'28"E 3111 SNOW STORAGE RIM:4884.06 a N{B J 3, P P P p P PI _ 13 I---�� � 3 10 3 INV:4879.41 �i u, INy .14 INSTALL COBRA HEAD 7 STREETLIGHT "II PROPOSED POWER EASEMENT I � O N N III w I M £ 3 ui Ln II a a II C FIRELANE.... ED 0 BY MADISON COUNTY Ili FIRE DEPARTMENT C 3 � PROPOSED FIRE II HYDRANT m N II v � I N i M ll a a.01 EXISTING SSMH 10.1c RIMA893.60 6'93 INVA886.60 i O vt � l 3 3 � w N N II O 0 r:. o 3 0 0 INSTALL ITO TYPE 7 CB � 12" SO 7•e BLDG B WILL BE A PART OF A SEPARATE PERMIT FF = 4891.60 COURTYARD r=� 9�4+4 w 12" SO SEWER FL BLDG A F.F. = 4903 END OF - RETAINING WALL DSED POWER EASEMENT �I o 24.00 166.1HERDTI PROPE ONGS LLC %PU{tCHPSE(2141 HOU 0.25 A RES 3 3 TNOM�°N PROPERTY EXISTING SSMH RIM:4891.59 INVA986.34 /10 VP VP N I VP OO VP 77 I VP VP 10.00' 4 -'--� VP °P - - (I , i o B VF (� Q VP ry a_ I (Ta) I w II VP OVP 12 13 VP m VP 9'x20' 9'x20' VP 0 D- �. I �ft30.00' VP 3.5' RETA NTNG WALL VP R5 .00' R30 00' _ \ la VP yp yy VP g® 24.00' 0' VP 20' °q VP d If 10 16.00 35.00' a t, _ 16.16' � I �. S89'45'28"] 5.75' I� INVA886 RD; !(� d INST �+ RIMA898.32 16.25' V u 2 9'x16' O 41.00' W w a 44 zo 8.53y Q Z DC D_ I 9'x16' Q 16.00 � _ 20 v, 9.00' �SO° 14'32"" 247.50' n � 1 N AN EM e. INSTALLS' 9'x 6' MEANDERI G OSIDEWALK 9 I L 15.00' p 12.00' R30.00' C� ONE -WA PROPOSE POWER za.00' PROPOSEDPOWER�.6so' Rls.ao' 9':m' 41.0 EASEMENT b EASEMENT 66.00' O N SNOW STORAGE 30.00 7A7 'AI^ �Ae TAe u S89° 45'25"W 137.50' MIN. 15 FOOT TREES o e KERN PROPERTY W M PROPERTY KERN Z z_ ..a. r O INrf CU BCT }' O O Lop >� �.9 - W 9k16' a� W START START OF ((�� I RETAINING WA*Y 3 (�... Y" �s III RErmN AND G� a> O �� a ls.oD' PROTECT y ) 9'x20' w aN U� M =U EXISFING BLDG CV/ EXISTING SDMH O II 166.1HERDTI PROPE ONGS LLC %PU{tCHPSE(2141 HOU 0.25 A RES 3 3 TNOM�°N PROPERTY EXISTING SSMH RIM:4891.59 INVA986.34 /10 VP VP N I VP OO VP 77 I VP VP 10.00' 4 -'--� VP °P - - (I , i o B VF (� Q VP ry a_ I (Ta) I w II VP OVP 12 13 VP m VP 9'x20' 9'x20' VP 0 D- �. I �ft30.00' VP 3.5' RETA NTNG WALL VP R5 .00' R30 00' _ \ la VP yp yy VP g® 24.00' 0' VP 20' °q VP d If 10 16.00 35.00' a t, _ 16.16' � I �. S89'45'28"] 5.75' I� INVA886 RD; !(� d INST �+ RIMA898.32 16.25' V u 2 9'x16' O 41.00' W w a 44 zo 8.53y Q Z DC D_ I 9'x16' Q 16.00 � _ 20 v, 9.00' �SO° 14'32"" 247.50' n � 1 N AN EM e. INSTALLS' 9'x 6' MEANDERI G OSIDEWALK 9 I L 15.00' p 12.00' R30.00' C� ONE -WA PROPOSE POWER za.00' PROPOSEDPOWER�.6so' Rls.ao' 9':m' 41.0 EASEMENT b EASEMENT 66.00' O N SNOW STORAGE 30.00 7A7 'AI^ �Ae TAe u S89° 45'25"W 137.50' MIN. 15 FOOT TREES o e KERN PROPERTY W M PROPERTY KERN Z z_ ..a. r O INrf CU BCT }' O O Lop >� �.9 w W °� a� W N I z E 3 N a �s III RErmN AND G� a> O �� a W PROTECT y ) 9'x20' w aN U� M =U EXISFING BLDG CV/ EXISTING SDMH O II RIM:4898.38 INV:4893.63 u I 3 EXISTING SSMH }}I _ _ H RIM:4898.96 I INVA893.11 I 166.1HERDTI PROPE ONGS LLC %PU{tCHPSE(2141 HOU 0.25 A RES 3 3 TNOM�°N PROPERTY EXISTING SSMH RIM:4891.59 INVA986.34 /10 VP VP N I VP OO VP 77 I VP VP 10.00' 4 -'--� VP °P - - (I , i o B VF (� Q VP ry a_ I (Ta) I w II VP OVP 12 13 VP m VP 9'x20' 9'x20' VP 0 D- �. I �ft30.00' VP 3.5' RETA NTNG WALL VP R5 .00' R30 00' _ \ la VP yp yy VP g® 24.00' 0' VP 20' °q VP d If 10 16.00 35.00' a t, _ 16.16' � I �. S89'45'28"] 5.75' I� INVA886 RD; !(� d INST �+ RIMA898.32 16.25' V u 2 9'x16' O 41.00' W w a 44 zo 8.53y Q Z DC D_ I 9'x16' Q 16.00 � _ 20 v, 9.00' �SO° 14'32"" 247.50' n � 1 N AN EM e. INSTALLS' 9'x 6' MEANDERI G OSIDEWALK 9 I L 15.00' p 12.00' R30.00' C� ONE -WA PROPOSE POWER za.00' PROPOSEDPOWER�.6so' Rls.ao' 9':m' 41.0 EASEMENT b EASEMENT 66.00' O N SNOW STORAGE 30.00 7A7 'AI^ �Ae TAe u S89° 45'25"W 137.50' MIN. 15 FOOT TREES o e KERN PROPERTY W M PROPERTY KERN oIZ Q a 0 h Z Lug Z z_ Z CL O Lop >� �.9 w W °� a� W o0 Z o z E LL OW N a �s Q� G� a> O �� a W >x w aN U� M oIZ Q a 0 h Z Lug Z CL f. w a� o0 Z o LL OW N a �s Q� a> O �� a Z w aN M =U STORM WATER CALCULATIONS: FirT1TL7RL%; ITO Type 7 Grate Capacity (weir model) Q-&33 L H (32) Length 1 17.75 (ft) Heigh 0,12 (ft) Flow 2.61 (cis) The weir model is used for a depth of 4" or less. In this case we assume a depth of 3" (at the grate in the north/south curb in the parking area). ITO Type 7 Grate Capacity (weir model) Qe3.33 L H Oro Length 1 17.75 (R) He ht 0.33 (ft) Flow 11.21 (cis) The weir model is used for a depth of 4" or less. In this case we assume a depth of 4" (at the grate in the east/west curb in the parking area). ITO Type 7 Grate Capacity (oriftce model) Q=0.6 A (2gh)112 Area 1137 lir?)He ht 6 (in) Flow, 26.88 (cfs) The orifice model is used for a depth of more than 4". In this case we assume a depth of 6" (at the grate, nearest 1St South): Storm Valve Flow Orifice Calc (0-0.6 A (2gh)112) Area 11.25 (in) Valve gate raised -1/2" Height 52 (in) Flow 0.78 (cfs) 8" SANITARY SEWER PROFILE INSTP AMH p1. MM418.32 NINV OUTM881,W .. ............... ........ ..�IXISTING GROUND.......... .... 1"=40' BLDG DETAIL: 0 EXISTING SDMH RIM:4881.52 INVA876.97 HOT TAP EXISTING EXISTING WATER LINE UTILITY MH EXISTING SSMH RIM:4882.72 INV:4875.32 EXISTING CAP V INSTALL K SNO 2" NS X{g SER. 4000 LINE VA VE EXISTING INV-- MODEL40B /2' FIRE HYDRANT C QERATI�NG-MUT vi W W - /-� W / X -TBC 11JSTALL 8 SIDEWALK EXISTING SDMH 90 -y-� /; --- -:2i-00. RIM:48S4.06 INVAR9-0.61 H I 1� / i EIST SOUTH - - - INSTALLSSMH#2 0=1140 C*0.68 Former New Dlfi Raw Descripdon Area Storm Storm Storm Flow Flow erne Storm E INV OUT:4.8.8 .84' (ftp (fn) (R3) M) (do) (cfs) (cls) (its Whole Site 116,568 0.9 3,497 5,945 0.97 1.65 0.68 8,743 Whole Site 116,568 _ 1.3 5,051 8,587 1.40 2.39 0.98 12.828 ITO Type 7 Grate Capacity (weir model) Q-&33 L H (32) Length 1 17.75 (ft) Heigh 0,12 (ft) Flow 2.61 (cis) The weir model is used for a depth of 4" or less. In this case we assume a depth of 3" (at the grate in the north/south curb in the parking area). ITO Type 7 Grate Capacity (weir model) Qe3.33 L H Oro Length 1 17.75 (R) He ht 0.33 (ft) Flow 11.21 (cis) The weir model is used for a depth of 4" or less. In this case we assume a depth of 4" (at the grate in the east/west curb in the parking area). ITO Type 7 Grate Capacity (oriftce model) Q=0.6 A (2gh)112 Area 1137 lir?)He ht 6 (in) Flow, 26.88 (cfs) The orifice model is used for a depth of more than 4". In this case we assume a depth of 6" (at the grate, nearest 1St South): Storm Valve Flow Orifice Calc (0-0.6 A (2gh)112) Area 11.25 (in) Valve gate raised -1/2" Height 52 (in) Flow 0.78 (cfs) 8" SANITARY SEWER PROFILE INSTP AMH p1. MM418.32 NINV OUTM881,W .. ............... ........ ..�IXISTING GROUND.......... .... 1"=40' BLDG DETAIL: 0 EXISTING SDMH RIM:4881.52 INVA876.97 HOT TAP EXISTING EXISTING WATER LINE UTILITY MH EXISTING SSMH RIM:4882.72 INV:4875.32 EXISTING CAP V INSTALL K SNO 2" NS X{g SER. 4000 LINE VA VE EXISTING INV-- MODEL40B /2' FIRE HYDRANT C QERATI�NG-MUT vi W W - /-� W / X -TBC 11JSTALL 8 SIDEWALK EXISTING SDMH 90 -y-� /; --- -:2i-00. RIM:48S4.06 INVAR9-0.61 H I 1� / i EIST SOUTH w j Z. a INSTALLSSMH#2 ... RIM:4887.22 91.6] INV E.&W.:4880.95 a INV5.:4883 z K z+50.00 TD 7 CATCH ASIN N GRATE: 4886.80 x WILL BE A PART OFA B W INV OUT: 4884.30 6.40 C) E INV OUT:4.8.8 .84' Q c 122.00' - INSTALL 30" CB WALL IN SOME AREAS x -TBC W/RING & GRATE 3 8636 GRATE:4790.70 c la.00• INVA788.48 N 12 TO INSTALL SETTLING MANHOLE RIM:4887.64 INVA883.60 BTM:4881.60 7 CATCH CMP ON SYSTEM w j Z. a X -TBC ... o . 91.6] BLDG B Tar,s2.so Kg z c Z N Q WILL BE A PART OFA B 10 C) OIL -86 Q 3 n. K Y Q SEPARATE PERMTT 91.90 FZ EXISTING SDMH w - ?-- RIM:4898.38 FF = 4891.60 INVA893.63 EXt1"G $ SMH 0 INVINV=81.73 98.96 12"SD N N - C) TBC 91.40 GB/TBC M o'via U � - TSW f 91.00 I = 3 s 9 .20 91.00 - v0i X TBCI " 9033 N I -,i i1 ,,ep- ,TW wt X -TBC .91. 0 CON H 90.36 d•w 91.00 _ x - N 91.a9,' INSTALL 30 CB,;. H W/RING & GRATE .3 FF=4891.60 GRATE:4790.70 � - INVA788.72 , 66.00' 3 H INSTALL 30" CS v p '^ „1 00' i W/RING & GRATE GRATE:4790.70 EXISTING SSMH 107 INV:4788.80 RIM:4893.60 BLDG A INVA986.60 F.F.=4901.60 TBC 01.10 ` 12 TO INSTALL SETTLING MANHOLE RIM:4887.64 INVA883.60 BTM:4881.60 7 CATCH CMP ON SYSTEM w j Z. a X -TBC ... o . 91.6] Tar,s2.so Kg z c Z N Q 10 C) OIL -86 Q 3 n. K Y Q FZ EXISTING SDMH Q J12 SD RIM:4898.38 CI INVA893.63 EXt1"G $ SMH 0 INVINV=81.73 98.96 12"SD 12 TO INSTALL SETTLING MANHOLE RIM:4887.64 INVA883.60 BTM:4881.60 7 CATCH CMP ON SYSTEM % TALL CBril J24., E: 4889.45 -- r48-8-6 45 57: 4886.45 OIL END OF 9108 RETAININGWAI INSTALL 30" CB W/RING &-GIIIS START OF RETAINAND 16 PROTECT XIS TING BL - '�' 9 .G- 0 N a 60 - MIN. 15 AND G R Vp / TBC �� 90.8 V� /VP VP L ,VF pL/ VP V Ep M VP 9'x20' -All -klA 7x v4R VP VPI VP VP EXISTING SSMH RIM:4891.59 INVA886.34 iE Imo- 3.5' RETA�NING WALL 'll � � I w j Z. a X -TBC ... o . 91.6] Tar,s2.so Kg z c Z N Q 10 C) OIL -86 Q Q > O n. K Y Q FZ Q J12 SD 2 CI INVINV=81.73 12"SD TBC 91.40 GB/TBC o'via U % TALL CBril J24., E: 4889.45 -- r48-8-6 45 57: 4886.45 OIL END OF 9108 RETAININGWAI INSTALL 30" CB W/RING &-GIIIS START OF RETAINAND 16 PROTECT XIS TING BL - '�' 9 .G- 0 N a 60 - MIN. 15 AND G R Vp / TBC �� 90.8 V� /VP VP L ,VF pL/ VP V Ep M VP 9'x20' -All -klA 7x v4R VP VPI VP VP EXISTING SSMH RIM:4891.59 INVA886.34 iE Imo- 3.5' RETA�NING WALL 'll � � I X -TBC 00.51 N S 30 I9 0 36 SCALE: 1'= 30.0' Q; U45l z U 4 C5r.' O�> 0 W c z 0 a O o g 0 o Y w j Z. a X -TBC ... o . 91.6] 0 G z Kg z W Z N Q 10 C) Q Q > O n. K Y Q FZ Q 2 CI X -TBC 00.51 N S 30 I9 0 36 SCALE: 1'= 30.0' Q; U45l z U 4 C5r.' O�> 0 W c z 0 a O o g 0 o Y w j Z. a z z a ... o . N o 0 G z Kg z Z z 00 10 j Q Q > O d K Y z w a 0 IF Z W Z Kg z Z Q 00 10 j Q Q > O d K Y z FZ CONSTRUCTION ITEMS. ODO NOT DISTURB SOIL OUTSIDE OF CONSTRUCTION LIMITS OSILT FENCE (SEE DETAIL 1) OCONCRETE WASH OUT (SEE DETAIL 2) ® STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL 3) OS INLET PROTECTION (SEE DETAIL 4) © STOCK PILE AREA �] PORTABLE OUTHOUSE ® DUMPSTER OTEMPORARY MAILBOX (SEE DETAIL 5) aMm.TExGmmuee .—LV MAN.aKERrocixrtn-) PoMOMMMH Mm.a1G• ,_E_ D IAMNN NE16MDF GE.EI F IXOIEDU , NNNN IEW THEIN �T wPMFNEAmLNo NeSNaom EMfF Pbi sEaxM MIR vosTs oim•AROMGmwxD EORNER3G F SrORf APM AMINDEF•YEND NEMH.TWOAOMCEIRLLr IIx .% I., Ixro MESNdiND T .111NttIlN E4xOAH 1, FEW Po THMIMAMWIMUMOFWHCFME CMKAMIMMHAGEE•INEOiXE6Mx11x1.W SSlPo0.W SNOLLPE 15' � EE(M��N)CUUT L7T DA UNDMDMALLSES NDry LXYWD] EELMMSMLLBFSTAMARDTORU Y FASEFKDMWREVW MRFE PoSr WfEnRF50RSTNIESMYKTMMMI0.5E 4NDAMLLEMEETiNEfOLLOMXG MIMMUM REpVINEM[NREDR6FOlElTlE ah i'. TE NMLLSERx4l.WSOMIM TEN.FM`.uws x3LWIH F.NATTINTE.E _ , MSF,MIM 3. WNFAEEXDSMGEOTEATILEMMEIMUHERTNFYXMLLREOVE M,MNEDMO5T0REOTOP W5EDIMEM 4 111REV .NFYLANOMMNTAINN E. &NGFY IXa1R OR.. U.M. NAI FEA�ED MEN ME THE HITGHT TYPICAL SILT FENCE D-1 CONCRETE WASHOUT O-2 Do mUj�\ MMM 0 STABILIZED CONSTRUCTION ENTRANCE D-3 1. DDTDETERMIN HNTHEHEW 2 THE MWETEWAENOUFEIGNSNYLEEMETAUMWRNIN 3i RROErNETEM%MNICM ,.NNDEETiMIUIY 9. WAW Wi.IlETRU F.THEWNNTEDA.011LY MWNDEI6S5 CpMREiF S EE.. NF H... SXE ET ROEx MU q SNCW. MASONRY. ETC fA1FR LLOIM WARE INATEm.INEDMAxO ALLOW IirO pN LNF IT WOMDYlAP6FEmxIGHNCCMMIALL WASR l EOG MMHHW Fi LJ1ESAMINIMUM REEEEREPOM ST[xMORNXMPFUMWi WARAS E. NusTxWAsxovrulEU Awnr rlwMARFsa WIECT CN HENE1C ID M vECTDMEYwxw INOSE wwuTEro DRVAxDTKxmswMof AsmuOwAIR E3. MNMNN WAWgi15lOMO'ARAMINIMUM liWi TEEN LEAH W STH B'WGMM EACNEIEs �MOMFS 6%SiRUa AEOITIWA S iMMRS WHENiXE WISMOUiIESPF FULL m NXTX FIAHIIXXArFLLnM6 W cm,EIp NonOm�.xMRurnamP.I B) MWAPPRWEO fOxETPI1PgXPVNS o AKMH INMNW.EaMS TREATlib L MNHB SXALLEFI PATALTMM 21 BM MNITMEW soEvlEw TEMPORARY MAILBOX O-5 0 2.9% 2'50.00—MO 0 z 0 F_ Q 3 3 3 3 3 3 3 0 5 0 30 SCALE: I'= 30.0' H Q v .N I 0 9 V1 F.I Z Q soMETxsruuTaxsw,r MEE9FI. n�� Z swuE,wOGwrnEmMrnTx rx�xWxMDixM"n 0 F t NO EMDYEALL TPASX.DNRIS.WM. NALSWNILNawEOmTEND z _I FIIN. CN0 ETOM ax vnlMrovIMFMEKAXp AFFEFNVNM) VFAMSA5 TE 1 MI.R MgNG MFTOTHEMmSTAWHON5 MM%NECESYMiO Q O N .DENE 3. Os DIRECT NH EOmIW2OTNRONGNINFF/ N PROFMTWo TNPOPGNA LEAN oc¢C EFdTIl Oyl.., TI..EHT T EPI.OR IED .5. AMEA, MER G Q 6 PKK ON IKETAND MLN PRO —.—LTTNE F- W ADgT. F.LFIS ER(ATEPNETMERE%MA lXSED s. GPAMLNLE.IIMMEWRF CLI& MN.NEEHNHN.u.MHARE . ,M, DXANISTflUCNREYJAWUgOEOOi PAVEMEK WIINOYP WTTMOVTNPM INLETAND BASIN PROTECTION CL I& D-4 0 2.9% 2'50.00—MO 0 z 0 F_ Q 3 3 3 3 3 3 3 0 5 0 30 SCALE: I'= 30.0' H Q v .N I 0 V1 F.I Z Q Z W 0 F J Qa z aWg � o Z Q O N 0C�1= oc¢C G W G Q F- W W z V)0- CLI& Na CL I& °z � � E._,_=_& W _ � R \J FINISH cHrADE TYPICAL STREET/OPEN FIE LD CONCRETE SIDEWALK Z CAP OR PLUC AND INSTALL SERMCE ONE MARKER PER SD -512 (TYPJ \ ° MIN. CHRADE t ne oo a°o°o°o°o°o°o°o°o°o GRATE 4' o 0 0 0 o a o 0 0 o ASPHALT ii .2S GRADE 1/4*/TT.(A o0000000000000oO0000 #4 REBAR m ASPHALT MIN o00000000000000000o °0°0°0°°00°0 ^..... " ••A" 00000000000000000 °°°°o°0°°°0 m 4 -1/8 OR 1/16 0 0 0 0 0 0 0 -�'°_ = o m @ 11 0 0 0 0 0 0 0 w 8 ee #6 12'O.C. KENO AS NEEDED p0o0oo0000000 .. 2-45' BENDS o000000a°pope rc pot -0 " ~~ �� CONCRETE NATIVE MATERIAL oo°oO000000o m 3/4' CRUSHED GRAVEL r ABBODTE MIN. GRADE 1(B'/fT.(1Xj "B" COMPACTED AS PER GTY ° °°o°o°o°o°o i V 0 0 0 0 0° - o QS REQUIREMENTS AND ISP 0 W 0 0 0 0 0 0 0 a °0O0°o°u0e0oo I �^ „• D0°00.Od°�O 3 8" SANITARY SEWER SERVICE LINES DETAIL :, _ems EE OR APPF CONNECTION TYPE C (SEE NOTE 2) TYPE E (SEE NOTE 3) 6" I AGGREGATE BASE NOTES:0"°0"0"0 0°00°0°0 ° Az , ti N N Z � O F >< 1. ALL SERMCE LINES TO BE 4' ;?:- �� •;.; i;w ..•,+ Z z } u a A '+ W U ° Q W 1I � INSIDE DIAMETER UNLESS : •4- ��.�.i:i%' - I''�+�, O I `K(vl OTHERWISE tif�. m — J � o DIA. PRECAST INLET BOX, SEE TYPE MILL 2. TYPE 'C SERMCE WLL ONLY BE a. 04 1 F DIMENSIONS AS PER THE CITY OF A10#ED IF SPEURMCE PIPE BEDDING APPROYEO - '`"^ •'�•�` a RE BURG D BY THE ENGINEER. Ln J � z SPECIFICATIDNS AND STANDARD DRAWINGS 3. TYPE 'E' ALLOWABLE FOR TRENCHES < cQ G _ �7Rm�za Y 15 DEEP OR PRE APPGRVAAL BY�mEE ENGI EER.1 STANDARD TRENCH DETAIL ON PRIVATE PROPERTY O ° « m $ « se 4. USE 8' OF TYPE I BEDDING ALL I w I lo' -O" -5 � 0W N AROUND EACH SERVICE �1 CATCHRAS{N-TYPE 1 3 8" SANITARY SEWER SERVICE LINES DETAIL :, _ems EE OR APPF CONNECTION TYPE C (SEE NOTE 2) TYPE E (SEE NOTE 3) 6" I AGGREGATE BASE AGGREGATE BASE 2" OF PLANT MIX PAVEMENT -� 3" OF 3/4" GRAVEL ROADBASE w FLOWABLE OF REXGUR 2 STANDARD TRENCH DETAIL ON PUBLIC ROAD TOOLED RADIUS - I STANDARD CURBAND 6U7TERDETALL 9" OF GRANULAR BORROW/PITRUN ==WOFRN'1_ M'. T4Y7;-'t!A ff 7YP/C4L PARK/N6LOTIMINEWAYSECT/ON E. IstSOUTH 12" OPENING WITH FLEXIBLE SEAL,TYP., INFILTRATOR 12"0 PVC TO INFILTRATOR SECURE PIPE TO /;'4 WALL STRAP AND HARDWARE. DWW ARE. TYP. PRECAST SOLID FLOOR AND LOWE� MH SECTION CONCRETE PAD O � 8" CMU ENCLOSURE I 4 e ° Az , ti N N Z � O F >< a Z z } u a A '+ W U ° Q W O I AR m w J � o z a. 04 r Z AGGREGATE BASE 2" OF PLANT MIX PAVEMENT -� 3" OF 3/4" GRAVEL ROADBASE w FLOWABLE OF REXGUR 2 STANDARD TRENCH DETAIL ON PUBLIC ROAD TOOLED RADIUS - I STANDARD CURBAND 6U7TERDETALL 9" OF GRANULAR BORROW/PITRUN ==WOFRN'1_ M'. T4Y7;-'t!A ff 7YP/C4L PARK/N6LOTIMINEWAYSECT/ON E. IstSOUTH 12" OPENING WITH FLEXIBLE SEAL,TYP., INFILTRATOR 12"0 PVC TO INFILTRATOR SECURE PIPE TO /;'4 WALL STRAP AND HARDWARE. DWW ARE. TYP. PRECAST SOLID FLOOR AND LOWE� MH SECTION CONCRETE PAD O � 8" CMU ENCLOSURE I �5A1 CROSS SECTION INFILTRATOR DRAIN SCALE 120 CURB STORM TECH SC -740 CHAMBER INFILTRATOR STANDARD MH RING & COVER FLUSH WITH GROUND SURFACE (GRATE NOT RING IN COURTYARD) _�CONEDARD SECTION MH %CROSS SECTION VIEW DRAIN SCALE 1.20 DUMPSTER ENCLOSURE CULTEC 410 FILTER FABRIC TO SEPARATE TOPSOIL FROM WASHED STONE ._2.. D BROKEN 12"0 INLET FROM CATCH BASIN. EXTEND INTO INNER SEPARATOR RING STD 4'0 MANHOLE O I� DUMPSTER SCHEDULE 40.4" O BOLLARDS 4'-0" ABOVE GROUND SET IN CONCRETE GRAVEL BACKFILL TO WITHIN V FROM TOP OF WALL AND A MINIMUM OF 4" BELOW DRAIN PIPE BACKFILL MATERIAL V DIAMETER MIN. RIGID OF FLEXIBLE PERFORATED DRAIN PEIPE, FULL LENGTH OF WALL CONNECTED TO OUTLETS AT EACH END OR WEEP HOLES AT 8'.c. UNDISTURBED NATIVE GRAVEL OR STRUCTURAL FILL FINISHED GRADE A. TYPICAL DOWEL AND KEYWAY DETAIL �CONCRETE RETAINING WALL `9SECTION #10 @4" BARS AS SHOWN a d. _ QO FILTER FABRIC, WRAPPED AROUND 12" OF GRAVEL =I TOUCH READ FA METER METER SUPPORT STRAP SERVICE LINE TO METER SUPPORT 011 20" X 48" POLY BARREL a 20" RING AND COVER W/ TOUCH READ HOLE— . SERVICE LINE - #4 @12"O.C. PLACE TOP OF FOOTING Y BELOW GRADE OR PLACE FOOTING ON LAVA ROCK IF FOOTING IS PLACED ON LAVA ROCK- DOWEL 5' INTO LAVA ROCK EVERY 10' WITH #8 REBAR AND EPDXY BAR IN PLACE LID &COVER LAWN LEVEL 4 GALVANIZED PIPE, CONNECT TO METER E & ANGLE METER VALVE W/APPROXIMATE FITTINGS SEE NOTE 1 BALL TYPE CORPORATION AND CURB STOP ADAPTER, POLY -BY -FEMALE METAL PIPE RATED AT 300 PSI MINIMUM WORKING PRESSURE. HOUSE SIDE - (1) GALVANIZED STAND PIPE 32 INCHES WRAPPED WITH TAPE. 20 ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION. ®ALL SUPPLIES PROVIDED BY CITY EXCEPT CORPORATION CURB STOP, METER SUPPORT, SUPPLY LINES IN & OUT. 11/2" METER AND METER SETTING DETAIL Z QJ 2 4 e ° Az , ti N N Z � O F >< a Z z } u a '+ W U ° Q W O I AR m w J � o z cS 04 Z a �5A1 CROSS SECTION INFILTRATOR DRAIN SCALE 120 CURB STORM TECH SC -740 CHAMBER INFILTRATOR STANDARD MH RING & COVER FLUSH WITH GROUND SURFACE (GRATE NOT RING IN COURTYARD) _�CONEDARD SECTION MH %CROSS SECTION VIEW DRAIN SCALE 1.20 DUMPSTER ENCLOSURE CULTEC 410 FILTER FABRIC TO SEPARATE TOPSOIL FROM WASHED STONE ._2.. D BROKEN 12"0 INLET FROM CATCH BASIN. EXTEND INTO INNER SEPARATOR RING STD 4'0 MANHOLE O I� DUMPSTER SCHEDULE 40.4" O BOLLARDS 4'-0" ABOVE GROUND SET IN CONCRETE GRAVEL BACKFILL TO WITHIN V FROM TOP OF WALL AND A MINIMUM OF 4" BELOW DRAIN PIPE BACKFILL MATERIAL V DIAMETER MIN. RIGID OF FLEXIBLE PERFORATED DRAIN PEIPE, FULL LENGTH OF WALL CONNECTED TO OUTLETS AT EACH END OR WEEP HOLES AT 8'.c. UNDISTURBED NATIVE GRAVEL OR STRUCTURAL FILL FINISHED GRADE A. TYPICAL DOWEL AND KEYWAY DETAIL �CONCRETE RETAINING WALL `9SECTION #10 @4" BARS AS SHOWN a d. _ QO FILTER FABRIC, WRAPPED AROUND 12" OF GRAVEL =I TOUCH READ FA METER METER SUPPORT STRAP SERVICE LINE TO METER SUPPORT 011 20" X 48" POLY BARREL a 20" RING AND COVER W/ TOUCH READ HOLE— . SERVICE LINE - #4 @12"O.C. PLACE TOP OF FOOTING Y BELOW GRADE OR PLACE FOOTING ON LAVA ROCK IF FOOTING IS PLACED ON LAVA ROCK- DOWEL 5' INTO LAVA ROCK EVERY 10' WITH #8 REBAR AND EPDXY BAR IN PLACE LID &COVER LAWN LEVEL 4 GALVANIZED PIPE, CONNECT TO METER E & ANGLE METER VALVE W/APPROXIMATE FITTINGS SEE NOTE 1 BALL TYPE CORPORATION AND CURB STOP ADAPTER, POLY -BY -FEMALE METAL PIPE RATED AT 300 PSI MINIMUM WORKING PRESSURE. HOUSE SIDE - (1) GALVANIZED STAND PIPE 32 INCHES WRAPPED WITH TAPE. 20 ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION. ®ALL SUPPLIES PROVIDED BY CITY EXCEPT CORPORATION CURB STOP, METER SUPPORT, SUPPLY LINES IN & OUT. 11/2" METER AND METER SETTING DETAIL Z QJ 2 w Q > w o w Az , ti N N Z � O F >< W Z Q Z z } u z '+ W U z Q W 3 m w J O o z 0 F m Z m a z z " i 3 w J o z cS > Z LL D QQc Ln J � z U w < cQ G � �7Rm�za Y O ° « m $ « W w -5 0 F Z W Q a Q L 00 Z LL D QQc Ln J � aJ G w < cQ G � d Y CI W w � 0W N W H 4'�'L+1"�W'J���'.'•'�L�VWIIu�IV�.euewuuwme. ,� •. TYP. )_E B3 LA ` 10 B4 B1 84 (2) B2 BARS EACH SIDE1-00- _ (2) B7 EDGE OF GUTTER J B� (1) L 3Y2" x 3" x %" x 7'-10" (1) L 3Y2" x 3" x V" x 1'-5" ON EACH SIDE PLAN TAPER GUTTER CURVE TO MATCH VERT. CURB WALL 7'-10" 2'-0" 6" 6". V-11" (1)3"x� x 6 PLATE SEE DETAIL B, -I Yq" TYP. (2)6"x" y x 6" PLATES 3" SEE DETAIL A (4) B4 BARS ALONG FRONT r x 6" PLATE I SECTION A -A C* L (9)3"x V' BEARING BAI CROSS BARS: 3A" DIA X 1'-4J¢" OR I_1 M u DETAILS A, B & C WARP TO FIT 1" RAD. PAVEMENT SURFACE 1" 6' 6" 1'-5" Y4" 7¢" RAD. 6Y2" 4„ 37¢" ;01(4) SEE o Yq" 64 DET. C N z 4"R (2) B4 IN CENTER WALLS (2) B7 'j a B5 ITD TYPE 7 CATCH BASIN 7.SPACES 314: = 2'-:W i C t RECTANGULAR BAR OF EQUIVALENT AREA I 1 Yq" 3" SECTION C -C GRATE A (STEEL) (WEIGHT: APPROXIMATELY 88 LBS., SEE NOTE 9) 8 SPACES 2"+=1'-4N' B7 B1-' SECTION B -B (2)3" x BEARING BARS C' t - (3)3"x3,4. BEARING BARS 1X i BAR LIST z z ¢ MARK LOCATION SIZE BAR LENGTH NO. SKETCH Y4 , FLOOR 4 7'-6" 1 7'-6" z 82 WALLS 4 2'-9" 4 -1 2'-0" 83 WALLS (ADD AS NEEDED) 4 20'-0" 4 7,_5. Y 00 64 WALL & SUPPORTS 4 1'-0" 6 N �- B5 WALLS & FLOOR (ADD LENGTH AS NEEDED) 4 6'-2" 4 - 5'-10" ��— B6 WALLS & FLOOR (ADD LENGTH AS NEEDED) 4 5'-0" 4 (2) 62 EACH SIDE B7 SUPPORTS 84 W H 157.8 L.F. AT 0.668 LBS/FT. = 106 LBS A —;m 0 o i a GALV. L3" x 3"x 0 — 3„ 0 z E zIv x 7'-10" m io ¢ (2) B7 > 2,-5„ 2._5" z m 2,_5.. B5s & B6s +e io TROWEL SMOOTH (2) B7 `D 0 B7 � d m d SECTION A -A C* L (9)3"x V' BEARING BAI CROSS BARS: 3A" DIA X 1'-4J¢" OR I_1 M u DETAILS A, B & C WARP TO FIT 1" RAD. PAVEMENT SURFACE 1" 6' 6" 1'-5" Y4" 7¢" RAD. 6Y2" 4„ 37¢" ;01(4) SEE o Yq" 64 DET. C N z 4"R (2) B4 IN CENTER WALLS (2) B7 'j a B5 ITD TYPE 7 CATCH BASIN 7.SPACES 314: = 2'-:W i C t RECTANGULAR BAR OF EQUIVALENT AREA I 1 Yq" 3" SECTION C -C GRATE A (STEEL) (WEIGHT: APPROXIMATELY 88 LBS., SEE NOTE 9) 8 SPACES 2"+=1'-4N' B7 B1-' SECTION B -B (2)3" x BEARING BARS C' t - (3)3"x3,4. BEARING BARS 1X i BAR LIST z z ¢ MARK LOCATION SIZE BAR LENGTH NO. SKETCH 81 FLOOR 4 7'-6" 1 7'-6" z 82 WALLS 4 2'-9" 4 -1 2'-0" 83 WALLS (ADD AS NEEDED) 4 20'-0" 4 7,_5. Y 00 64 WALL & SUPPORTS 4 1'-0" 6 N �- B5 WALLS & FLOOR (ADD LENGTH AS NEEDED) 4 6'-2" 4 - 5'-10" ��— B6 WALLS & FLOOR (ADD LENGTH AS NEEDED) 4 5'-0" 4 5'-0" B7 SUPPORTS W H 157.8 L.F. AT 0.668 LBS/FT. = 106 LBS 1. CATCH BASINS MAY BE EITHER PRECAST OR CAST -IN-PLACE. PRECAST UNITS SHALL MEET THE REQUIREMENTS OF ASTM C913. PRIOR APPROVAL OF THE SHOP DRAWING WILL BE REQUIRED ON PRECAST UNITS. 2. A 1" SIDE DRAFT IS ALLOWED FOR FORM REMOVAL. 3. CAST -IN-PLACE CATCH BASINS SHALL CONFORM TO SECTION 609 - MINOR STRUCTURES OF THE CURRENT ITO STANDARD SPECIFICATIONS 4. THE GRADE LINE OF THE TOP INSIDE OF ANY PIPE SHALL ENTER AT A 5. PIPES CAN ENTER OR LEAVE THE BOX IN ANY DIRECTION. ALL CONNEC- 6. STEEL ANGLES SHALL BE SET SO THAT EACH BEARING BAR OF PREFAB- RICATED GRATE SHALL HAVE FULL BEARING ON BOTH ENDS. THE FINISHED TOP OF CONCRETE SHALL BE EVEN WITH THE ANGLE/GRATE SURFACE. THE STRUCTURAL STEEL NEED NOT BE PAINTED BUT SHALL MEET THE REQUIRE - 7. ALL METAL REINFORCEMENT SHALL BE NO. 4 BARS. METAL REINFORCEMENT SHALL BE SMOOTH CUT TO FIT AROUND PIPES. VERTICAL BARS B5 & B6 NEED TO LENGTHENED TO ACCOMMODATE CATCH BASINS DEEPER THAN 6'-4". 8. GRATE B WILL BE USED ONLY WHEN SPECIFIED. 9. GRAY IRON CAST TO THE DIMENSIONS GIVEN FOR THE STEEL GRATES MAY BE USED. THE CASTINGS SHALL CONFORM TO AASHTO M306 CLASS 35B 0 z z z ¢ z ¢ z N o 3 a m Lu z C z i j w T I� w ° w Q 0z Y 00 z LL QI- 0 F- Lm oc 0 0 m S V o K U W H ¢ y 4 SPACES r4" +_,'-4Ye., ACES = 2'-2Y" tYa' CROSS BARS: I _ 2"-49'+" _I %" DIA. X 1'-4Y2" OR FLAN RECTANGULAR BAR OF EQUIVALENT AREA - 3" SECTION C' -C' { GRATE B (STEEL) (WEIGHT: APPROXIMATELY 79 LBS., SEE NOTE 8 & 9) 3" X V" OUTER BEARING BAR 0 I H i z a m Lu z C z i Z z o I� ° Q 0z Y 00 z LL QI- 0 F- Lm oc 0 0 ¢ S V K U z � z N W W H N A —;m 0 o i a 0 0 z E zIv `OwN�A W H ¢ y 4 SPACES r4" +_,'-4Ye., ACES = 2'-2Y" tYa' CROSS BARS: I _ 2"-49'+" _I %" DIA. X 1'-4Y2" OR FLAN RECTANGULAR BAR OF EQUIVALENT AREA - 3" SECTION C' -C' { GRATE B (STEEL) (WEIGHT: APPROXIMATELY 79 LBS., SEE NOTE 8 & 9) 3" X V" OUTER BEARING BAR 0 I H z Lu C L- I� Q 0z 00 z LL QI- 0 F- Lm oc a caa G D d Y z � z N W W H N