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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/21/2022nGcroioTinni nr 1ninou BUILDING AREA: SITE LEGEND MAPLE -< MODIFICATION OF EXISTING PARKING TO ACCOMMODATE REQUIREMENTS VEHICLE PARKING REQUIRED (SDC TABLE 4.6-2): MATC\\ IR3P? \S\Cr\ JO\\Ik1S CURS W\\ERE FOSS\6\E FOR CHILD CARE CENTER. PROPERTY LINE 5 SPACES ---------- SITE SETBACK LAND USE CODE ANALYSIS 3 SPACES CURB / SIDEWALK N 0 0 LAND USE CODE ANALYSIS BASED ON CITY OF SPRINGFIELD DEVELOPMENT CODE. ET ELECTRICAL TRANSFORMER SDC 4.7-125 CHILD CARE FACILITIES: I LU I GATE NEW 6 WOOD FENCE WHITE rE ELECTRICAL METER LOCATION: 1942 5TH STREET, BACKGROUND o o - SPRINGFIELD, OR 97477 WATER METER MAP/TAX LOT: 17-03-26-24 LOT 3000 ® AREA DRAIN (DR) D ZONING: OHE OHE OHE OVERHEAD ELECTRICAL LINE HDR - HIGH DENSITY RESIDENTIAL (R-3) USE PER SDC 4.7-125 BLUE MINIMUM LANDSCAPE FRONTYARD SETBACK: 10 FEET (OK) — SS Ss SS SS — SEPTIC SEWER LINE 6 FEET HIGH SIGHT -OBSCURING FENCING AROUND OUTDOOR PLAY AREAS. ! —W w W W — WATER LINE AREAS: OVERALLSITE AREA: 45,745 SF (0.53 ACRES) — SW Sw Sw Sw — STORM WATER LINE EXISTING IMPERVIOUS AREA: 6,300 SF* CRUSHED ROCK BALLAST * NET REDUCTION OF 240 SF TO IMPERVIOUS AREA PROPOSED PLACED PRIOR BUILDING AREA: 1,474 SF MAPLE -< VEHICLE PARKING REQUIRED (SDC TABLE 4.6-2): MATC\\ IR3P? \S\Cr\ JO\\Ik1S CURS W\\ERE FOSS\6\E } I. (E) STANDARD PARKING: 1,474 SF / 300 SF PER SPACE = 5 SPACES DROP-OFF PARKING: 1,474 SF / 700 SF PER SPACE = 3 SPACES pROPE N 0 0 TOTAL REQUIRED PARKING SPACES: 8 SPACES REQUIRED GREEN 50:1 MAX. SLOPE SLOP E 10 �� I LU I GATE NEW 6 WOOD FENCE WHITE (E) VEHICLE PARKING PROVIDED: "DROP SIDEWALK WIDTH PER PIANS (5' TYPICAL.) g' kH 1V BACKGROUND o o - RESERVED THREE (3) OFF" PARKING STALLS Y::. ,. ;; -' •' (THIS INCLUDES ONE VAN -ACCESSIBLE STALL). BLUE PARKING d SIX (6) STANDARD SIZE PARKING STALLS ! (TANDEM STALLS - TWO CARS DEEP). 2" MINIMUM OF 3/4" MINUS I I h' ISI I IT 12' TOTAL PROVIDED PARKING = 9 SPACES. CRUSHED ROCK BALLAST 4" MINIMUM P.C. CONCRETE PLACED PRIOR TO STREET PAVEMENT WHITE NOTES BICYCLE PARKING REQUIRED (SDC TABLE 4.6-3): BACKGROUND ASSISTED CARE AND DAY CARES (1 PER 5 EMPLOYEE) 9 EMPLOYEES = 2 SPACES REQUIRED VAN (75% LONG TERM / 25% SHORT TERM) ACCESSIBLE GREEN BICYCLE PARKING PROVIDED: 1 LONG TERM/ 3 SHORT TERM PROVIDED p C z O O t— ACCESSIBLE PARKING SIGN VAN ACCESSIBLE SIGN 2 3 4 ( 5 4I A LY STEPS PARKING'<� NEW CONIC SIGN, SEE! q SIDEWALK DETAIL 2/A1 FLUSH WITH DRIVEWAY' L; o f / ....... .......... f / f -- w to = ~ N 13- O f- cA ADA PAINT MARKING GATE - _ f —1 < VAN r- f f f,ff ff f f , - L 9'-0„ �-(E) CURB £ �' � illi,. � -k'4q� � �' a•� (E) DRIVEWAY 2 ADA PARKING SIGN 3 ADA PARKING STALL A 1 NTS A 1 1/4" = 1'-0" 40000 liiiiiiioiio 0— (E) 6' WOOD FENCE (E) 8„ (E) 711 PLUMB •-RL-UM&— — PER CITY OF SPRINGFIELD STANDARD DRAWING 3-12 zwxk'Pmm JOm\% -CO vmx\ S\OEn1P� W\OT\; l5 OH zema '\`t zkC _ I O�t\ PER P\YUS 5 M\ &=�% 30 Ch UP& MAPLE -< MATC\\ IR3P? \S\Cr\ JO\\Ik1S CURS W\\ERE FOSS\6\E } I. (E) PLAYGROUND 17-03-26-24 BARK pROPE N 0 0 E 50:1 MAX. SLOPE SLOP E 10 �� I LU I GATE NEW 6 WOOD FENCE PAVING (E) I (35 LF) SIDEWALK WIDTH PER PIANS (5' TYPICAL.) g' kH 1V APARTMENT o o - PER CITY OF SPRINGFIELD STANDARD DRAWING 3-12 zwxk'Pmm JOm\% -CO vmx\ S\OEn1P� W\OT\; l5 OH zema '\`t zkC _ I O�t\ PER P\YUS 5 M\ * NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA �c ALL SURFACES SHALL HAVE A BROOM FINISH. ,k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL. BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE ,k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE SIDEWALK CONSTRUCTION Al NTS PER CITY OF SPRINGFIELD STANDARD DRAWING 3-7 DRIVEWAY (INCLUDING TRANSITION WING) SHALL NOT CROSS PROPERTY LINE PROJECTION R SAWCUT 4" DEEP (MIN) AS CLOSE R- TO THE CURB AS PRACTICABLE VICINITY MP CURB REPLACEMENT WITH STANDARD CURB 4 " MAXIMUM (1) SAWCUT 4." DEEP AS CLOSE TO CURB AS PRACTICABLE APPROACHa : GEXUTffRGT3AR (2) BREAK NTS N a� Robertson ISherwood I Architects PC 132 East Broadway, Suite 540 Eugene, Oregon 97401 541-342-8077 www.robertsonsherwood.com moi. i '-4� ° (3) REMOVE APPROACH x� PROPERTY LINE MECi@N(E) FIRE w I _ ,GO D HYDRANT n DRILL 3 4" x 4 1 2" HOLES INTO EXISTING _..........._.....__... a 41 GUTTER BAR 24" 0 C. -FILL HOLE WITH EPDXY CURB _ AND INSERT 8 LONG #5 REBAR INTO HOLE PRIOR TO POURING NEW CURB. OF r GU1TEFt 8�`R :.. :. ON 'EX Is1 r GUTTER BATT 3: cn U) ............................... 04 NOTES �k EXISTING GUTTER BAR SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL BY THE CITY U �c CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT Efl �c ALTERNATIVELY, CURB CUTS MAY BE SAWED USING THE "PRECISION CUT" METHOD OR EQUIVALENT j �c SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE .......... ............... ._ �k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE Cn 5 CURB/GUTTER CONSTRUCTION C A NTS Y M cn cn N 89055'00" E 627.00' ops—�•—- ® ... a 411111111111 411111111110 411111111110 111111111110 411111111111, 411111111110 Cn Cn O ----- ---------- (E) -- I \ ��--sv�- Sw I ( \ \ (E) SCHOOL BUILDING / I PLUMB .................................... l(E) RAMO I \ 1,474 SF / ( (E) I I z I \ I LAWN ` ) /SN F E 9" 41'-0" �o � O PLUMB(E) I I I _ _ .. [ DEGK I BUILDING 9'-0"+ 9'-0" " Q '-0 8'-2" (E) SI EWALK (200 S)Ile -- (E) 7 FRUIT �_ ._.._._._. E� � -` =_..__ __ GATE .� TREE` I '- U 1 1 „ LU__ U_ _� - -��. -s FRUIT o ', , _ cn % TREE UNDEVELOPED O N w v Iw-r I c = zQ SITE ...::.:�•--- w o w0 o LU (E) o PLAYGROUND .I o BARK (E) OUTDOOR " !� I j J FENCED PLAY AREA I (E) 5 - w C? z - 1 ;'' (5,265 SF) �. FRUIT, I I TREE _ ...........:.1 E) CONCRETE (E)5 - FIR (E) APARTMENT' BUILDING SITE LAN ELOYEE PARKI..................... ....................................... ............... ... ...................... (1,717 SF) 71-0" Q(6) TANDEM -_ (3) BIKE r-� E 8 P IRKING SPACE PARKING NEW FRUIT STANDARD q GATE EF 7 .� (E) 6' WOOD FENCE APARTMENT PARKING LOT I ' ET 0 TREE xTx f f, 8'-0" 27'-0" DRIVEWAY SEPARATE BICYCLE PARKING AREA FROM VEHICULAR PARKING WITH CURB ALONG VEHICLE PATH APARTMENT PARKING LOT 10'-0" o W SETBACK o I ()" W W W w W W w w W w `� `� L—� i (E) , I ss SS � v IEss i ss S SS -) v u v (E) AREA DRAIN (E) 8" ,� 3: REPLACE GRILLE Uj (E) ( I / / \ \ I ` w REPLACE (E) - :PLUM , " > ' . _..................... ,j` WITH ATRIUM GRATE V W BARK I / \ E GRAVEL PARKINGI4f�%''.,it: / \ _ (E) ACE WIT EUV ` I �•,,�� sw sw Sw sANDSCAAG � sw �v._ REMOVE (E) ® W I — w 7- I¢_......_..._......... , — -- — DRIVEWAY REPLACE = W I I F (E) RAMP 1 W (224 SAF'} .... u:_i._._ �n �n WITH NEW SIDEWALK W ., M E TRASH _ v �: �: v AND CURB PER 0 W I- - — - LONG TERM O E CON - SPRINGFIELD BIKE PARKING BINS (} I 1 4' ( - SI 111%LK ...� STEPS ° Oy '.. 2 7aSF Q I `� STANDARD DETAILS ( �� - - Z W Z y m 65 37AND312 (E) COVERED PATIO , I _._....�_ W ... o (E 811 7 .......................... E OASPHALT -Sw SW SW = Q ~ J W S ED''% �1-__....... � i ( o � D1Z1 E'WITH NEIN E'� p Y 4 `o W � � � � Q W z C TE 1 _1, �-A f�SCAPINC , w �n LU w 0 P _� w f 244 SF}� 4. 4 0 W I LU ¢ VAN L A F (E) CONCRETE v o w ,� 8 )/ I { T E 7„ o j i O V tJ') tJ� C? a o I , I E 6 �n = PLAY AREA m p - o /, O '„� N f X .TREE T— _ f I O TREE (1,875 SF) LO MARK DATE DESCRIPTION n, NO PARKING ,L Cn W (E) 6' WOOD FENCE ' 's' �- L N 89055'00" E 627.00' (1) HC PARKI G SPACE (2) PARKIN SPACES (E) SUB (E) (E) = �! r i1 POLE 15112 LTD BUS STOP LOCATED rr , TREE TREE\<,, ........... ACROSS 5TH STREET , , APPROX. 350 FEET SOUTH V 9'-0" 8'-0" 9'-0„ g,_0„ -96'-4" 34'-0" DRIVEWAY 21'-8" 5'-0" 3: � 3 ISSUE DATE: 6/14/2022 Al 3: U U ISSUE: SITE PLAN REVIEW 0 `V PROJECT N0: 2218 SHARED ACCESS EASEMENT (E) ASPHALT DRIVEWAY 3: Cn DRAWN BY: JRW CHECKED BY: CRS ©ROBERTSON I SHERWOOD I ARCHITECTS PC 2022 ORIGINAL SHEET SIZE: 24"06" W SITE PLAN i f 1 I to � Via; '3 �` EAPARTMENT U) U cuu(��(>L� () BUILDING A 1 ill= 10' -0" 1 2 3 4 N a� 5 QW1�zZ Al &=�% 30 Ch UP& MATC\\ IR3P? \S\Cr\ JO\\Ik1S CURS W\\ERE FOSS\6\E CURBSIDE SIDEWALK oN E pROPE EXISTING EXISTING 50:1 MAX. SLOPE SLOP E 10 �� I PAVING CURB & GUM SIDEWALK WIDTH PER PIANS (5' TYPICAL.) g' kH 1V z Y::. ,. ;; -' •' • ^K gLOP f TO �g-,�����o � PROPfr I i �l i i-1((_ I �- LOAM. L d o ! 2" MINIMUM OF 3/4" MINUS I I h' ISI I IT 12' FIRM COMPACTED SUBGRADE COMPACTED CRUSHED ROCK CRUSHED ROCK BALLAST 4" MINIMUM P.C. CONCRETE PLACED PRIOR TO STREET PAVEMENT NOTES * NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA �c ALL SURFACES SHALL HAVE A BROOM FINISH. ,k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL. BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE ,k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE SIDEWALK CONSTRUCTION Al NTS PER CITY OF SPRINGFIELD STANDARD DRAWING 3-7 DRIVEWAY (INCLUDING TRANSITION WING) SHALL NOT CROSS PROPERTY LINE PROJECTION R SAWCUT 4" DEEP (MIN) AS CLOSE R- TO THE CURB AS PRACTICABLE VICINITY MP CURB REPLACEMENT WITH STANDARD CURB 4 " MAXIMUM (1) SAWCUT 4." DEEP AS CLOSE TO CURB AS PRACTICABLE APPROACHa : GEXUTffRGT3AR (2) BREAK NTS N a� Robertson ISherwood I Architects PC 132 East Broadway, Suite 540 Eugene, Oregon 97401 541-342-8077 www.robertsonsherwood.com moi. i '-4� ° (3) REMOVE APPROACH x� PROPERTY LINE MECi@N(E) FIRE w I _ ,GO D HYDRANT n DRILL 3 4" x 4 1 2" HOLES INTO EXISTING _..........._.....__... a 41 GUTTER BAR 24" 0 C. -FILL HOLE WITH EPDXY CURB _ AND INSERT 8 LONG #5 REBAR INTO HOLE PRIOR TO POURING NEW CURB. OF r GU1TEFt 8�`R :.. :. ON 'EX Is1 r GUTTER BATT 3: cn U) ............................... 04 NOTES �k EXISTING GUTTER BAR SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL BY THE CITY U �c CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT Efl �c ALTERNATIVELY, CURB CUTS MAY BE SAWED USING THE "PRECISION CUT" METHOD OR EQUIVALENT j �c SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE .......... ............... ._ �k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE Cn 5 CURB/GUTTER CONSTRUCTION C A NTS Y M cn cn N 89055'00" E 627.00' ops—�•—- ® ... a 411111111111 411111111110 411111111110 111111111110 411111111111, 411111111110 Cn Cn O ----- ---------- (E) -- I \ ��--sv�- Sw I ( \ \ (E) SCHOOL BUILDING / I PLUMB .................................... l(E) RAMO I \ 1,474 SF / ( (E) I I z I \ I LAWN ` ) /SN F E 9" 41'-0" �o � O PLUMB(E) I I I _ _ .. [ DEGK I BUILDING 9'-0"+ 9'-0" " Q '-0 8'-2" (E) SI EWALK (200 S)Ile -- (E) 7 FRUIT �_ ._.._._._. E� � -` =_..__ __ GATE .� TREE` I '- U 1 1 „ LU__ U_ _� - -��. -s FRUIT o ', , _ cn % TREE UNDEVELOPED O N w v Iw-r I c = zQ SITE ...::.:�•--- w o w0 o LU (E) o PLAYGROUND .I o BARK (E) OUTDOOR " !� I j J FENCED PLAY AREA I (E) 5 - w C? z - 1 ;'' (5,265 SF) �. FRUIT, I I TREE _ ...........:.1 E) CONCRETE (E)5 - FIR (E) APARTMENT' BUILDING SITE LAN ELOYEE PARKI..................... ....................................... ............... ... ...................... (1,717 SF) 71-0" Q(6) TANDEM -_ (3) BIKE r-� E 8 P IRKING SPACE PARKING NEW FRUIT STANDARD q GATE EF 7 .� (E) 6' WOOD FENCE APARTMENT PARKING LOT I ' ET 0 TREE xTx f f, 8'-0" 27'-0" DRIVEWAY SEPARATE BICYCLE PARKING AREA FROM VEHICULAR PARKING WITH CURB ALONG VEHICLE PATH APARTMENT PARKING LOT 10'-0" o W SETBACK o I ()" W W W w W W w w W w `� `� L—� i (E) , I ss SS � v IEss i ss S SS -) v u v (E) AREA DRAIN (E) 8" ,� 3: REPLACE GRILLE Uj (E) ( I / / \ \ I ` w REPLACE (E) - :PLUM , " > ' . _..................... ,j` WITH ATRIUM GRATE V W BARK I / \ E GRAVEL PARKINGI4f�%''.,it: / \ _ (E) ACE WIT EUV ` I �•,,�� sw sw Sw sANDSCAAG � sw �v._ REMOVE (E) ® W I — w 7- I¢_......_..._......... , — -- — DRIVEWAY REPLACE = W I I F (E) RAMP 1 W (224 SAF'} .... u:_i._._ �n �n WITH NEW SIDEWALK W ., M E TRASH _ v �: �: v AND CURB PER 0 W I- - — - LONG TERM O E CON - SPRINGFIELD BIKE PARKING BINS (} I 1 4' ( - SI 111%LK ...� STEPS ° Oy '.. 2 7aSF Q I `� STANDARD DETAILS ( �� - - Z W Z y m 65 37AND312 (E) COVERED PATIO , I _._....�_ W ... o (E 811 7 .......................... E OASPHALT -Sw SW SW = Q ~ J W S ED''% �1-__....... � i ( o � D1Z1 E'WITH NEIN E'� p Y 4 `o W � � � � Q W z C TE 1 _1, �-A f�SCAPINC , w �n LU w 0 P _� w f 244 SF}� 4. 4 0 W I LU ¢ VAN L A F (E) CONCRETE v o w ,� 8 )/ I { T E 7„ o j i O V tJ') tJ� C? a o I , I E 6 �n = PLAY AREA m p - o /, O '„� N f X .TREE T— _ f I O TREE (1,875 SF) LO MARK DATE DESCRIPTION n, NO PARKING ,L Cn W (E) 6' WOOD FENCE ' 's' �- L N 89055'00" E 627.00' (1) HC PARKI G SPACE (2) PARKIN SPACES (E) SUB (E) (E) = �! r i1 POLE 15112 LTD BUS STOP LOCATED rr , TREE TREE\<,, ........... ACROSS 5TH STREET , , APPROX. 350 FEET SOUTH V 9'-0" 8'-0" 9'-0„ g,_0„ -96'-4" 34'-0" DRIVEWAY 21'-8" 5'-0" 3: � 3 ISSUE DATE: 6/14/2022 Al 3: U U ISSUE: SITE PLAN REVIEW 0 `V PROJECT N0: 2218 SHARED ACCESS EASEMENT (E) ASPHALT DRIVEWAY 3: Cn DRAWN BY: JRW CHECKED BY: CRS ©ROBERTSON I SHERWOOD I ARCHITECTS PC 2022 ORIGINAL SHEET SIZE: 24"06" W SITE PLAN i f 1 I to � Via; '3 �` EAPARTMENT U) U cuu(��(>L� () BUILDING A 1 ill= 10' -0" 1 2 3 4 N a� 5 QW1�zZ Al DESCRIPTION OF WORK LAND USE CODE ANALYSIS 11 apOv sasmalm—I Is sNE, 11. OF'Is IFFEI E- FRIILLIE.".-FEENNOFFE IFINTO. IN I SITE 2 611E ULUENu— TAT ST a .. ...,.,..,. FREALAN By "Is IEIRELK H , ¢e ELECT— NFER u9a APLE�`Y�� I ®—..FOREELERENa[cTT.uLIFE — NEAR FIR ., star u F SEPTO SEA EN II 3 WATER LNE 5 -N a i TAT ST a .. ...,.,..,. 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