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HomeMy WebLinkAboutPlan, Final APPLICANT 7/31/2013Jf i fir_r_�Ll�fi1v f GRADING NOTES," MOINTYRE CONSTRUCTION EASEMENT OD472 WOODRI FF 1. THIS GRADING PLAN IS INTENDED TO 1NCORP0 ATE ALL REQUIRED EXCAVATIOI�IS AND ' AREA EUGENE, OR 97402 GRADING RELATING TO THE CONSTRUCTION OF THE ACCESS DRIVES, PARKING AREAS, _ `' (541) 687 -2841 SIDEWALKS, UNDERGROUND UTILITIES, BUILDING ENVELOPES AND LANDSCAPING AREA, i ..v. - _ -_ ___... - _ WITHIN THE PROJECT BOUNDARIES. DESIGNATED EROSION AND --i 2. ALL CONSTRUCTION SHALL CONFORM WITH THE OREGON STANDARD P ! SEDIMENT CONTROL MANAGER SPECIFICATIONS FOR MATCH EXISTING A.C. CONSTRUCTION (2002), AND THE CITY OF SPRINGFIELD CONSTRUCTION STANDARDS. REMOVE EXISTING CURB MCINTYRE CONSTRUCTION 3. NEW PAVING SHALL BE SLOPED TO DRAIN TO THE NEW CATCH BASIN, OR THE PERIMETER i I� SWALE /RAIN GARDEN. " 440.6 ' ° ITS ING GA 4I`S S 4. THE MAXIMUM CROSS SLOPE FOR ANY SIDEWALK SHALL BE 2%. _rr NOTE: EL. ,p TOTAL TOTAL SITE - 40,0 S.F. PHONE & CABLE ARE ADJACENT TO � THE AUA °� 6 S DISTURBED AREA - 309000 S.F. SITE; THE LOCATION WILL BE COORDINATED °- g (MAPPED AS SALEM SILT LOAM) 5. THE BENCHMARK USED FOR THIS PROJECT IS AS NOTED ABOVE. WITH THE PROVIDER. 1 C P. POE WHEEL STOPS i No. 89049 � 6. WHEEL STOPS (FOUR TOTAL) TO BE PLACED AS SHOWN; NEW PAVING TO WHERE THE CURBING IS NOT AT A FULL 6" HEIGHT `°"`- • 441.4 442 3 r _ _ _ _ _ _ _ _ _ _ _ _ _ ,,� --�- SHED TO INFILTRATION STRIP I TEL VA LT � / MAUL ROUTE i = ___'__ ��� - 439.8 Q STREET; TO 1-105 TO DELTA HIGHWAY; & NORTH TO SUPPLIER. ! -- --f5 -g •: 442.1 N $9 °5!'46` W 217,00' EROSION CONTROL,, 5�5 �'� co 77- - � CONSTRUCTION SCHEDULE Q 1. PROVIDE INLET PROTECTION AT ALL INLETS AS SHOWN. EXCAVATION /GRADING ............ JULY 20 -27 Pl 0)l a, ...:.� '.:.:..` '.:... BUILDING CONSTRUCTION ....... AUGUST I- SEPTEMBER 20 ` • o : : = :::�:: :=• :: :=:: �•::: UTILITIES /PAVING ................... AUGUST I- SEPTEMBER 14 2. PROVIDE CONCRETE WASHOUT AREA, LOCATED AS SHOWN. cv -- • - .. ... • . ••.: -:: ':: •:: L A NDSC A PING .......................... SEPTEMBER 7 - OCTOBER 7 i Q °`�.-:- V �� CONSTRUCTION SITE MANAGEMENT SWALE/INFILTRATION SWALE SCALE 1" - 20' 0 10 20 40 442.70 := NOTE: 1 �� ` 1. PROVIDE CONCRETE WASHOUT FACILITY AS NOTED. 1. PLANTINGS AS PER LANDSCAPE PLAN CALCULATED PROPERTY CORNER Q NEW METER & :•`.• 43.2 .:•.�:'.:�;� :�:',:•:• :••.:• ' -.•.� -'• FOUNDATION DRAINS,IF INSTALLED, WTR SERVICE ARE TO TO DRAIN TO THE SWALE `��j 2. INCLUDE INLET PROTECTION ON LAURA STREET CATCH BASIN ND ARE TO INCLUDE CHECK AT J\ AS SHOWN.. . , , E OUTFALL OR PRIOR TO THE - 2. TYPICAL SIDE SLOPES AT 3.1, MAXIMUM SIDE SLOPES AT 2 :1 INLET SHED �' �::�'• C NECTION TO THE ROOF DRAIN NE Q� RIM - 441.1 _._____ \ 3. DESIGNATED CONSTRUCTION DEBRIS STORAGE AND STOCKPILE AREA IS LINE NOT DRAWN TO SCALE ! P�2,' WITHIN THE FUTURE PARKING AREA (AS NOTED) 3. THE PRELIMINARY ASSESSMENT IS THAT THE SWALE SOILS WILL NOT S? �� NEED TO BE 422.23 TG AMENDED AT THE FINISH DEPTH BUT ON SITE INVESTIGATION WILL e 4. INSTALL PREFABRICATED FILTER INLET PROTECTION IN NEW CATCH LL BE REQUIRED SPOT ELEVATION AT TOP OF GRATE o STANDARD CRAWLSPACE PRIOR TO FINAL PLANTINGS. f - ► ::': :' CONSTRUCTION BASIN IMMEDIATELY FOLLOWNG ITS INSTALLATION. -+ FINISH 5. MULCH AND RESEED DISTURBED AREAS AS NECESSARY, INCLUDING THE AREA OF THE SWALE. (SEE LANDSCAPE PLANS) i FLOOR 442.4 442.70 '� 443.2 443.6 L M N ! _ oee PAP : TRASH ENCLOSURE 0 77 P. POLE ' < 442.5 No. 81103 442.2 42`• (FUTURE BLDG) fi ......... . . FINISH FLOOR .. ..... . ..... ......... 40.0' i 442.4 . • ... .. . ,'. `. , •. i�f;S �: ; 442.1 .. .. - . - .... 43:z . R.O.W. - 44 i 442.7 i OUTLET _ ADJACENT _. �.. I :. .: _ 3UlLD1NG M - a RAIN GARDEN - " IM - 440.6 s /�� $ ::: :: • . • „ , z 442.7 ` 441.7 1 O 442.70 i CH. S 47 043 024" E 43.07' S \.` 8♦ & ti �P 440,36 TR ,,, ,,;•,•.. RBI ,. Fgks -_ RADIUS- 72.51 AL 43.73' 434.06 FL 0- 34 033'11 "`� 8' 441.63 RIM 4. t1 1� 37.43 FL TEMPORARY 4417 CURBING 4 , \ ; 441.8 \ 442.4 ° \ . WATER HIGH S ° x'F OVERFLOW TO { V f •F'`?`f • � 18" STORM PIPE �R IM - 441.1 ss 4413 ' _ 1 ; i 1 ` ,' 441.2 MAT �a ��� 4• EAST ��� i8 ♦STM 1 � �. '�� \`,,� `�' r ao ci ej \ r` i MATCH.. ��'' .:'• \ \ \ \.�\\ Q. EXISTING DI • r }xA . T \ROFN 'k \`a 0 \. \ i '\ �.' ~ i ,ADJACENT iv `,,� \� �`'•,, A.� _ i BUILDING j a f HIGH WATER ,,� _ ��,`~ � �'`•:� _\"�-c' I OVERFLOW TO ` r i 18' STORM PIPE \ �' �` 440.50 TG`s•. RM - 440.5 2 `. ONP 1 \ / '`^•. --�' OHP el 1 i„ • i CURB 4$.0'CUT VICINITY MAP j 441.48 TR 43 411.50 TR S 436.17 FL 422.23 TR 422.2- 3 FL\ SPOT ELEVATION AT TOP OF MANHOLE INVERT ELEVATION -x x CHAIN LINK FENCE SS SANITARY SEWER (SIZE AS NOTED) STM- STORM SEWER (SIZE AS NOTED) W U.G. WATER MAIN (SIZE AS NOTED) OHP OVERHEAD POWER OS SANITARY SEWER MANHOLE CO SANITARY SEWER CLEANOUT t::! STORMWATER MANHOLE O CATCH BASIN ® WATER METER ® WATER VALVE FIRE HYDRANT -�- POWER POLE JUNCTION BOX POWER POLE WITH STREET LIGHT 0 TELEPHONE MANHOLE EXISTING CONCRETE SURFACE EXISTING ASPHALT SURFACE -40-7.-7-51 FINISH GRADE NEW CONCRETE SURFACE F� . 1'e, �op 61o12 Mss -rn� JUL 3 12013 Bya ftb 1 P�4 0 r i i 0 f PROJECT NO. 4264 DRAWN BY: DBM CHECKED BY: JAO CADD DRAWING: 4264- MDS.GXD z w v. cam. Z Ln C14 O CD Ch's ♦e1, ac O z w W � w z F�1 z W rW V 0 p.4 im SHEET.e� TITLE .�.�. =441 ;a cv -- • - .. ... • . ••.: -:: ':: •:: L A NDSC A PING .......................... SEPTEMBER 7 - OCTOBER 7 i Q °`�.-:- V �� CONSTRUCTION SITE MANAGEMENT SWALE/INFILTRATION SWALE SCALE 1" - 20' 0 10 20 40 442.70 := NOTE: 1 �� ` 1. PROVIDE CONCRETE WASHOUT FACILITY AS NOTED. 1. PLANTINGS AS PER LANDSCAPE PLAN CALCULATED PROPERTY CORNER Q NEW METER & :•`.• 43.2 .:•.�:'.:�;� :�:',:•:• :••.:• ' -.•.� -'• FOUNDATION DRAINS,IF INSTALLED, WTR SERVICE ARE TO TO DRAIN TO THE SWALE `��j 2. INCLUDE INLET PROTECTION ON LAURA STREET CATCH BASIN ND ARE TO INCLUDE CHECK AT J\ AS SHOWN.. . , , E OUTFALL OR PRIOR TO THE - 2. TYPICAL SIDE SLOPES AT 3.1, MAXIMUM SIDE SLOPES AT 2 :1 INLET SHED �' �::�'• C NECTION TO THE ROOF DRAIN NE Q� RIM - 441.1 _._____ \ 3. DESIGNATED CONSTRUCTION DEBRIS STORAGE AND STOCKPILE AREA IS LINE NOT DRAWN TO SCALE ! P�2,' WITHIN THE FUTURE PARKING AREA (AS NOTED) 3. THE PRELIMINARY ASSESSMENT IS THAT THE SWALE SOILS WILL NOT S? �� NEED TO BE 422.23 TG AMENDED AT THE FINISH DEPTH BUT ON SITE INVESTIGATION WILL e 4. INSTALL PREFABRICATED FILTER INLET PROTECTION IN NEW CATCH LL BE REQUIRED SPOT ELEVATION AT TOP OF GRATE o STANDARD CRAWLSPACE PRIOR TO FINAL PLANTINGS. f - ► ::': :' CONSTRUCTION BASIN IMMEDIATELY FOLLOWNG ITS INSTALLATION. -+ FINISH 5. MULCH AND RESEED DISTURBED AREAS AS NECESSARY, INCLUDING THE AREA OF THE SWALE. (SEE LANDSCAPE PLANS) i FLOOR 442.4 442.70 '� 443.2 443.6 L M N ! _ oee PAP : TRASH ENCLOSURE 0 77 P. POLE ' < 442.5 No. 81103 442.2 42`• (FUTURE BLDG) fi ......... . . FINISH FLOOR .. ..... . ..... ......... 40.0' i 442.4 . • ... .. . ,'. `. , •. i�f;S �: ; 442.1 .. .. - . - .... 43:z . R.O.W. - 44 i 442.7 i OUTLET _ ADJACENT _. �.. I :. .: _ 3UlLD1NG M - a RAIN GARDEN - " IM - 440.6 s /�� $ ::: :: • . • „ , z 442.7 ` 441.7 1 O 442.70 i CH. S 47 043 024" E 43.07' S \.` 8♦ & ti �P 440,36 TR ,,, ,,;•,•.. RBI ,. Fgks -_ RADIUS- 72.51 AL 43.73' 434.06 FL 0- 34 033'11 "`� 8' 441.63 RIM 4. t1 1� 37.43 FL TEMPORARY 4417 CURBING 4 , \ ; 441.8 \ 442.4 ° \ . WATER HIGH S ° x'F OVERFLOW TO { V f •F'`?`f • � 18" STORM PIPE �R IM - 441.1 ss 4413 ' _ 1 ; i 1 ` ,' 441.2 MAT �a ��� 4• EAST ��� i8 ♦STM 1 � �. '�� \`,,� `�' r ao ci ej \ r` i MATCH.. ��'' .:'• \ \ \ \.�\\ Q. EXISTING DI • r }xA . T \ROFN 'k \`a 0 \. \ i '\ �.' ~ i ,ADJACENT iv `,,� \� �`'•,, A.� _ i BUILDING j a f HIGH WATER ,,� _ ��,`~ � �'`•:� _\"�-c' I OVERFLOW TO ` r i 18' STORM PIPE \ �' �` 440.50 TG`s•. RM - 440.5 2 `. ONP 1 \ / '`^•. --�' OHP el 1 i„ • i CURB 4$.0'CUT VICINITY MAP j 441.48 TR 43 411.50 TR S 436.17 FL 422.23 TR 422.2- 3 FL\ SPOT ELEVATION AT TOP OF MANHOLE INVERT ELEVATION -x x CHAIN LINK FENCE SS SANITARY SEWER (SIZE AS NOTED) STM- STORM SEWER (SIZE AS NOTED) W U.G. WATER MAIN (SIZE AS NOTED) OHP OVERHEAD POWER OS SANITARY SEWER MANHOLE CO SANITARY SEWER CLEANOUT t::! STORMWATER MANHOLE O CATCH BASIN ® WATER METER ® WATER VALVE FIRE HYDRANT -�- POWER POLE JUNCTION BOX POWER POLE WITH STREET LIGHT 0 TELEPHONE MANHOLE EXISTING CONCRETE SURFACE EXISTING ASPHALT SURFACE -40-7.-7-51 FINISH GRADE NEW CONCRETE SURFACE F� . 1'e, �op 61o12 Mss -rn� JUL 3 12013 Bya ftb 1 P�4 0 r i i 0 f PROJECT NO. 4264 DRAWN BY: DBM CHECKED BY: JAO CADD DRAWING: 4264- MDS.GXD z w v. cam. Z Ln C14 O CD Ch's ♦e1, ac O z w W � w z F�1 z W rW V 0 p.4 im SHEET.e� TITLE .�.�. =441 ;a F� . 1'e, �op 61o12 Mss -rn� JUL 3 12013 Bya ftb 1 P�4 0 r i i 0 f PROJECT NO. 4264 DRAWN BY: DBM CHECKED BY: JAO CADD DRAWING: 4264- MDS.GXD z w v. cam. Z Ln C14 O CD Ch's ♦e1, ac O z w W � w z F�1 z W rW V 0 p.4 im SHEET.e� TITLE .�.�. =441 ;a PROJECT NO. 4264 DRAWN BY: DBM CHECKED BY: JAO CADD DRAWING: 4264- MDS.GXD z w v. cam. Z Ln C14 O CD Ch's ♦e1, ac O z w W � w z F�1 z W rW V 0 p.4 im SHEET.e� TITLE .�.�. =441 ;a SHEET.e� TITLE .�.�. =441 ;a 1 yr_Oir # RASHES NIENTAND iAXA110N ONLY N.E.1 /4 SEC. 27 T.17S. R.3W. 4tV.N4,,. 1 1032710 Lane C00' SPRINGFIELD + .-,E'd eli- {---- .—» -• t ,� jI 4. t .CSi_C hiAa Pa :•'. t 1 _......._. 17,132721 P { 5f?7+ rL•L�G t a > , tti 4 SEc :AF } 2F0 1 -2116 22 1 ILA Im I U 6 27(30-2!0', UU I Uj 01 U 313010 3:30 t � 1 -00 t1 r 00 -3800 ( .. _.. --T- J � s j 29a1, �attc� x z U -1200 vc� -5SU o �a }{ 1 arOC•7i;OC t =' 11 , 1200 z 21 la 5EE titAi' u ' 231n k 4 '12t .4 1 MAP !!� t 327E3 j€ F 21 ! °03262 00 . r _ r 5Et_ MAAP 2+500 r � R 770 7, 7 2 � ��z, 400 r � �� i t - f7t t ELLX I I Af, A^ 67%) 8190 �. A,; -200 t JP AC d.3 n - , 3 4 0 „ r''''� BUILDING SITE LOCATION COR C c3c JACOB HAI S t'E AD � A >l� t,t�zC, 4 3 vEF 4AP SEE MAP 7C2 s ?:31 1; ..,..274s- f ( SEE MAP ' SEE(v1A. 7iflEt32 __j I 1 f 13 2 74 1' } z tt {L . _ -----1 ._._.._ [ I � s SPRINGFIELD 17032710 VAN ACCESSIBLE PARKING SPACE TYP SCALE: N.T.S. NOTES: • UNDEVELOPED LAND SHALL BE MAINTAINED FREE OF TRASH AND STORED MATERIALS PER LOCAL CODE • TRASH TO BE STORED IN CANS INSIDE THE BUILDING. CANS WILL BE BROUGHT OUT ON TRASH DAY FOR COLLECTIO , THEN RETURNED TO THE INTERIOR OF THE BUILDING. SITE PLAN 1 " =20' L f R MUTCD R7 -8 SIGN: INSTALL SIGN 7' ABOVE GRADE FROM BOTTOM OF SIGN 9'-0" 8' -0" MIN. ” PAINTED FRIPES .� 3. F7 aE zt f° L { d ,.-I Ell* a 041- 2' —Q" (TYP) 4 USE REQUIREMENTS - PER CITY OF SPRINGFIELD DEVELOPMENT CODE ZONE DESCRIPTION INTENDED USE LMI & CC MIXED USE DENTAL OFFICE C1.0 SITE TABULATION A1.1 le 0 r-d BUILDING'AREA / RATIO (INCLUDES COVERED AREAS) 2nd FLOOR PLAN IMPERVIOUS AREA 40 =098 6,718 / 16.8% ELEVATIONS 23,372 PARKING REQUIREMENTS - PER CITY OF SPRINGFIELD DEVELOPMENT CODE 4.6 -125 USE TYPE BUILDING AREA DEG (TYP) VAN ACCESSIBLE PARKING SPACE (TYP SCALE: N.T.S. LOT BREAKDOWN SHEET USE REQUIREMENTS - PER CITY OF SPRINGFIELD DEVELOPMENT CODE ZONE DESCRIPTION INTENDED USE LMI & CC MIXED USE DENTAL OFFICE C1.0 SITE TABULATION A1.1 SITE BUILDING'AREA / RATIO (INCLUDES COVERED AREAS) 2nd FLOOR PLAN IMPERVIOUS AREA 40 =098 6,718 / 16.8% ELEVATIONS 23,372 PARKING REQUIREMENTS - PER CITY OF SPRINGFIELD DEVELOPMENT CODE 4.6 -125 USE TYPE BUILDING AREA MIN. REQ. CONSTRUCTION SECTIONS CALCULATION OFFICE 3,965 1/300 S1.2 I l— 3,965/300 = 13.22 2,308/300 = 7,7 OFFICE 2,308 1/300 ADA PARKING REQUIREMENTS - PER ORS447.233(2)(a) TOTAL ACCESSIBLE SPACES REQUIRED SPACES REQ. (BASED ON TOTAL SPACES REQUIRED) VAN ACCESSIBLE REQUIRED 22 1 TO 25 SPACES = 1 (1) REQUIRED PHASE 1 (1) REQUIRED PHASE 2 Adam Digitally signed by Adam Clough ON: ClugeDmataecil: Clough, .=US, (� j(�j o= Pioneer Engineering, `•' ° ` 07 00'2013.06.26 r1@2,"h3:04 -.com IMPERVIOUS AREA / RATIO 23,372 / 41.7% SPACES PROVIDED (31) TOTAL SPACES (17) SPACES PHASE 1 (14) SPACES PHASE 2 VAN ACCESSIBLE PROVIDED (2) TOTAL PROVIDED (1) VAN ACCESSIBLE PHASE 1 (1) VAN ACCESSIBLE PHASE 2 SHEET INDEX SHEET CONTENT C1.0 SITE PLAN A1.1 1s# FLOOR PLAN A1.2 2nd FLOOR PLAN A1.3 REFLECTIVE CEILING PLAN A2.1 ELEVATIONS A2.2 ELEVATIONS 1 A3.1 CONSTRUCTION SECTION A3.2 CONSTRUCTION SECTIONS A6.1 F.L.S. PLAN S1.1 FOUNDATION PLAN S1.2 I l— FRAMING PLAN S1.3 UPPER FRAMING PLAN S1.4 SHEAR WALL PLANS S5.1 STRUCTURAL DETAILS z go CL LU THESE DRAWINGS ARE THE PROPERTY OF PIONEER ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF PIONEER ENGINEERING LLC. DATE: 05/30/2013 0 I r i THESE DRAWINGS ARE THE PROPERTY OF PIONEER ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF PIONEER ENGINEERING LLC. DATE: 05/30/2013 0 I I E STAMBAUGH BUILDING TAX 140T 17-03-27-10/ 3900 F< .I . �. MA CH EXISTING A.C. _ IN- CURB °CURB- ��E_. EX1S� 1, S f ELF- A TIONS BAS )ED ON �..1111TY �.rii SP II�G =._�_L� =�.I���.�..�MA K DE -, "0'B ...D Aq LET A T € HL WDF�01I ,,!_I,. OF T I­ sE R A D 1 U S A T T-H SW 00Rr OF L AU RA ST. AND SHELLY T . I ;LS €. LLE . 440.51 3. NEW PAVING SHALL BE SLOPED TO DRAIN TO TI HE NEW CATCH BASIN, OR THE PERIMETER SWALE /RAIN GARDEN. 4. THE MAXIMUM GROSS SLOPE FOR ANY SIDEWALK SHALL BE 2%. S. THE BENCHMARK USED FOR THIS PROJECT IS AS NOTED ABOVE. 6. THE BENCHMARK USED FOR THIS PROJECT IS THE CATCH BASIN RIM°een STORMWiATER MANHOLE WHEEL STOPS (FOUR TOTAL) TO BE PLACED AS SHOWN; CATCH BASIN C WATER METER WHERE THE CURBING IS NOT AT A FULL 6" HEIGHT WATER VALVE } FIRE HYDRANT °T�E. 14° STREET TREE ( JUNCTION BOX EROSION CONTROL: POWER POLE WITH STREET LIGHT TEL. TELEPHONE MANHOLE 0 NO EXISTING ASPHALT SURFACE I. PROVIDE INLET PROTECTION AT ALL INLETS AS SHOWN. VAULT � PHONE & SITE; THE CABLE ARE LOCATION ADJACENT TO THE WILL BE COORDINATED LINE NOT DRAWN TO SCALE 422,23 TG Z�-7 0 0 e-� �. WITH THE PROVIDER. c A L / I L T T L 4422.23 FLT, SPOT ELEVATION AT TOP OF MANHOLE tN .p�p; INVERT ELEVATION 1. PLANTINGS AS PER LANDSCAPE PLAN e m As` C> Y` __x. x CHAIN LINK FENCE (j No. ;1444 2. TYPICAL SIDE SLOPES AT 3:1; MAXIMUM SIDE SLOPES AT 2:I SS.. SANITARY SEWER (SIZE AS NOTED) w , TEL VA• LT AMENDED AT THE FINISH DEPTH, BUT ON SITE INVESTIGATION WILL BE REQUIRED 0HP PRIOR TO FINAL PLANTINGS. W U.G. WATER MAIN (SIZE AS NOTED) OHP OVERHEAD POWER TRASH ENCLOSURE: ns SANITARY SEINER MANHOLE a N 89051'46` W ``° 217.00' r * 44LQ 442, It ` 0) � ... 442,4 i $ � '$ •i. * .a• ,rot` ,s'ro. ' ;: a 'iii � f :a•t ,t. `. CATCH BASIN SHED :tip INLET RIM - 441.3 .' ` ;o FINISH FLOOR 442.4 Al 442.74 ` ;. 443.2 °,t f Ln (FUTURE BLDG) ' A. x• *; FINISH . ..... . ..... . .. FLOOR 44,4' �« 442.4 4421 ' �`:' 3:2 :: R.O.W. ELF- A TIONS BAS )ED ON �..1111TY �.rii SP II�G =._�_L� =�.I���.�..�MA K DE -, "0'B ...D Aq LET A T € HL WDF�01I ,,!_I,. OF T I­ sE R A D 1 U S A T T-H SW 00Rr OF L AU RA ST. AND SHELLY T . I ;LS €. LLE . 440.51 3. NEW PAVING SHALL BE SLOPED TO DRAIN TO TI HE NEW CATCH BASIN, OR THE PERIMETER SWALE /RAIN GARDEN. 4. THE MAXIMUM GROSS SLOPE FOR ANY SIDEWALK SHALL BE 2%. S. THE BENCHMARK USED FOR THIS PROJECT IS AS NOTED ABOVE. 6. THE BENCHMARK USED FOR THIS PROJECT IS THE CATCH BASIN RIM°een STORMWiATER MANHOLE WHEEL STOPS (FOUR TOTAL) TO BE PLACED AS SHOWN; CATCH BASIN C WATER METER WHERE THE CURBING IS NOT AT A FULL 6" HEIGHT WATER VALVE } FIRE HYDRANT POWER POLE 14° STREET TREE ( JUNCTION BOX EROSION CONTROL: POWER POLE WITH STREET LIGHT TELEPHONE MANHOLE 0 CALCULATED PROPERTY CORNER EXISTING ASPHALT SURFACE I. PROVIDE INLET PROTECTION AT ALL INLETS AS SHOWN. 2. PROVIDE CONCRETE WASHOUT AREA, LOCATED AS SHOWN. LINE NOT DRAWN TO SCALE 422,23 TG Z�-7 0 0 e-� �. SPOT ELEVATION AT TOP OF GRATE c A L / I L T T L 4422.23 FLT, SPOT ELEVATION AT TOP OF MANHOLE tN INVERT ELEVATION 1. PLANTINGS AS PER LANDSCAPE PLAN C m As` C> 00 -0 __x. x CHAIN LINK FENCE 2. TYPICAL SIDE SLOPES AT 3:1; MAXIMUM SIDE SLOPES AT 2:I SS.. SANITARY SEWER (SIZE AS NOTED) w 3. THE PRELIMINARY ASSESSMENT IS THAT THE SWALE SOILS WILL NOT NEED TO BE - ST STORM SEWER (SIZE AS NOTED} AMENDED AT THE FINISH DEPTH, BUT ON SITE INVESTIGATION WILL BE REQUIRED PRIOR TO FINAL PLANTINGS. W U.G. WATER MAIN (SIZE AS NOTED) OHP OVERHEAD POWER TRASH ENCLOSURE: ns SANITARY SEINER MANHOLE II ,i�, I ,\ \ \\ 1/ \ ���:_�:`: `�'•: --~:� � I .� - -- "' 1 "Y- �i / / / / /// I. THE TRASH /RECYCLING CONTAINERS WILL REMAIN INSIDE THE BUILDING(S). .-. Fie { ADJACENT `a �"�``�,,„ _ __�__.r " ' _ _ ..` �``�,,, 7►,b`o, - � i BUILDING HIGH WATER _ _ _ _.. _w _� `_ _ '``�`,• ��'�`° ��° _ R.__ _. _ _ ._._. OVERFLOW TO > 18° STORM PIPE ' RIM 440.5 444,54 TG�� ftb b i • +u`•.... -,�,+„ O W n-w..... . • �....w.. .,.... «..�., »-rte ,.. .«.. ... ..- ... e. ,..»... ».... -.. onp �` `� .... ...._._ .,...... ,....•. «...�. .0 Ate..., °� ....... .�.,_. , `'`�-'- . ,,.,� �`'` e;. �.,..� mm-__. _. �`�J /._�,. _ _ _ �. � _�. Y y�� ;�: •.,,'�.,�`,� .__�W �. � _ -_ _ 441.48 TR .�..µ } 08p > ♦ ' A ' t ' .a ' i ' A f b f, . .i ♦ 4 .✓.w�._ + .. s 'VA t A --w ♦ h ) * ` q TR s- Y_ t 1 a t i Q ,, f h S 43fst7 L f A Y � t > Y ,. P " i. i b C s A 1 t, s 1 t ♦ c. ^"`^— _...+a+ -.�..0 48.4'CUT --r- -� 0612612013 -- 110:08 AM — scale ) CO SANITARY SEWER CLEANOUT STORMWiATER MANHOLE CATCH BASIN C WATER METER WATER VALVE } FIRE HYDRANT POWER POLE ( JUNCTION BOX POWER POLE WITH STREET LIGHT TELEPHONE MANHOLE - EXISTING CONCRETE SURFACE EXISTING ASPHALT SURFACE 447.75 FINISH GRADE i••,. `.: .• `.. NEW CONCRETE SURFACE REVISIONS ; REV, DATE( SHEET TITLE SHEET NO. C 1*1 Z�-7 0 0 e-� �. c tN 1 LO C m As` C> 00 -0 i w Vim+- L.4 SHEET TITLE SHEET NO. C 1*1 c�a c tN 1 LO C m As` C> 00 -0 p Vim+- SHEET TITLE SHEET NO. C 1*1 �I � I / 60 x4._ j "r OVE -XIS ow co N 89051'46" W 217.00' ::I , . STAMBAUGH BUILDING TAX LOT 17-03-27--10/ 3900 �� n NEW CONCRETE SURFACE ADJACENT • BUILDING -- - -- – – – – – – – – – – – – – – – – --- – – – – – – – – – – - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Av- - - - - - - - - - - - - - - - - - - - - P- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ft, 441.48 TR – – – – – – – 437.58 FL – 441.50 TF 4.1r17 F1 CURB 48. I. THE TRASH ENCLOSURE WILL REMAIN INSIDE THE BUILDINGS. BIKE PARKING IWA 101 C4 14 10 iml 9.01 a 6010 so FRI PAVING STRUCTURE ISIMUNA Ulf 111ILM01011" I=- olvfmv , � Flilill b. C0-N1,.--'-TRUCT1-0N NOT ES 4" THICK PCC PATIO SHED AWAY FROM BUILDING AT 2% SLOPE MINIMUM 5' WIDE, 4" THICK SIDEWALK CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE AT PARKING AREA CURBING 6" EXTRUDED CURB CURBING CL 4 3" A.C. ON 12" CRUSHED ROCK (OR 'APPROVED EQUAL). -) MINIMUM 5' WIDE, 6" THICK SIDEWALK CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE AT PARKING AREA CURBING 10 CONNECT TO 18" CONCRETE CULVERT PIPE PER SPRINGFIELD CONSTRUCTION STANDARDS (D 4" SCH 40 PVC STORM I2 6" SCH 40 PVC STORM CONST 12' x 12" TRAPPED CATCH BASIN WITH 12" SUMP; GIBBON MANUFACTURER OR APPROVED EQUAL CONST 12' x 12" OUTFALL BASIN WITH 12" SUMP BELOW PIPE INVERT; GIBBON MANUFACTURER OR APPROVED EQUAL (NO TRAP) CONSTRUCT 4" (MINIMUM) WASTEWATER SERVICE; ASTIVI 3034, SDR 35 MINIMUM SLOPE = 2%; CONNECT TO BLDG SWR CLEANOUT (BLDG SWR BY OTHER:-)) END WITH MECHANICAL PLUG; MARK WITH 2x4. INCLUDE TONE WIRE ON ALL UNDERGROUND UTILITY. CONST I" WATER SERVICE LINE PER CITY OF SPRINGFIELD STANDARDS (41 CONSTRUCT STANDARD 3/4- WATER SERVICE METER DCONST I" WATER SERVICE LINE PER CITY OF SPRINGFIELD STANDARDS DRY LINE FOR FUTURE USE. RAMP WITH TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16) MAX SLOPE AT 12:1 ADA ACCESSABLE ROUTE STRIPING AND SPACE DELINEATION; INSTALL SIGN PER OSSC REQUIREMENTS (52 TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16) (53) INSTALL WHEEL STOPS AS SHOWN (EIGHT SPACES) (60) REMOVE EXISTING DRIVEWAY APRON; REPLACE WITH STANDARD 6" CURB PER SPRINGFIELD CONSTRUCTION STANDARDS CONSTRUCT STANDARD 5' WIDE SIDEWALK; MATCH EXISTING M7,205 C! T Y OF S)PR�1NGF1t1­--LD CON'S'l-ORUCTION STANDAR�D" SHALL BE USE-D WHEiR`-- h-­)F)tJC—,Ad 422.25 TG -E 0 N T H! I S PROJI-E-CT, z UTILITY N01 ES 422.23 TR 422.23 FL SPOT ELEVATION AT TOP OF MANHOLE LAL I Oil 01 LL A'' CONSTRUC "T"N 1SL Al CC,,NFj`RM W"I 1 TH�- CIRE-11"'31011111 'Q1"ANDARD SPECIFIf"Al ION' FOR —x- x— T L F Fj I i ON SS, TRUC -1- 1 OKI 4r2 00 iD F AND 0 THER APPI ICABLE "TANDAR FL)S, SS— SANITARY SEWER (SIZE AS NOTED) STM— v N 2, FROVIDE CILEAN011-JITS "ID"N STORIM PIPES IN ACCORD"ANCE \N I 11H PLUMBING CODE 'RJE--QUIREMENTS. —W U.G. WATER MAIN (SIZE AS NOTED) EACH DOWNSPOUT IS, TO BE CONSTRUCTED WIT'd AN !INDIVIDUAL CLEANOUT. OVERHEAD POWER 77 Q 3. CONTRACTOR TO Vf I CK LI -RiFv LOCATION DEPTH OF EXISTING SERVICES PRIOR -11,0 L",10NISTRUCTION. CO SANITARY SEWER CLEANOUT (STORM, WATFR, FIRE LINE, WASTER WATER, AND GAS) SCALE 1" R 20' PQ CATCH BASIN 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD BENCHMARK DESCRIBED AS WATER METER LET AT THE MIDPOINT OF I I I HE RADIUS A ` THE SW COR. OF' LAURA ST. AND 0 10 20 40 SHELLY ST. INTERSECTION, ELEV. 440.51 FIRE HYDRANT CONSTRUCTION SITE MANAGEMENT POWER POLE I. PROVIDE CONCRETE WASHOUT FACILITY AS NOTED. JUNCTION BOX Legen POWER POLE WITH STREET LIGHT (D 14' STREET TREE 2. PROVIDE INLET PROTECTION AS NOTED. b% CALCULATED PROPERTY CORNER TRASH ENCLOSURE NEW CONCRETE SURFACE ADJACENT • BUILDING -- - -- – – – – – – – – – – – – – – – – --- – – – – – – – – – – - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Av- - - - - - - - - - - - - - - - - - - - - P- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ft, 441.48 TR – – – – – – – 437.58 FL – 441.50 TF 4.1r17 F1 CURB 48. I. THE TRASH ENCLOSURE WILL REMAIN INSIDE THE BUILDINGS. BIKE PARKING IWA 101 C4 14 10 iml 9.01 a 6010 so FRI PAVING STRUCTURE ISIMUNA Ulf 111ILM01011" I=- olvfmv , � Flilill b. C0-N1,.--'-TRUCT1-0N NOT ES 4" THICK PCC PATIO SHED AWAY FROM BUILDING AT 2% SLOPE MINIMUM 5' WIDE, 4" THICK SIDEWALK CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE AT PARKING AREA CURBING 6" EXTRUDED CURB CURBING CL 4 3" A.C. ON 12" CRUSHED ROCK (OR 'APPROVED EQUAL). -) MINIMUM 5' WIDE, 6" THICK SIDEWALK CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE AT PARKING AREA CURBING 10 CONNECT TO 18" CONCRETE CULVERT PIPE PER SPRINGFIELD CONSTRUCTION STANDARDS (D 4" SCH 40 PVC STORM I2 6" SCH 40 PVC STORM CONST 12' x 12" TRAPPED CATCH BASIN WITH 12" SUMP; GIBBON MANUFACTURER OR APPROVED EQUAL CONST 12' x 12" OUTFALL BASIN WITH 12" SUMP BELOW PIPE INVERT; GIBBON MANUFACTURER OR APPROVED EQUAL (NO TRAP) CONSTRUCT 4" (MINIMUM) WASTEWATER SERVICE; ASTIVI 3034, SDR 35 MINIMUM SLOPE = 2%; CONNECT TO BLDG SWR CLEANOUT (BLDG SWR BY OTHER:-)) END WITH MECHANICAL PLUG; MARK WITH 2x4. INCLUDE TONE WIRE ON ALL UNDERGROUND UTILITY. CONST I" WATER SERVICE LINE PER CITY OF SPRINGFIELD STANDARDS (41 CONSTRUCT STANDARD 3/4- WATER SERVICE METER DCONST I" WATER SERVICE LINE PER CITY OF SPRINGFIELD STANDARDS DRY LINE FOR FUTURE USE. RAMP WITH TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16) MAX SLOPE AT 12:1 ADA ACCESSABLE ROUTE STRIPING AND SPACE DELINEATION; INSTALL SIGN PER OSSC REQUIREMENTS (52 TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16) (53) INSTALL WHEEL STOPS AS SHOWN (EIGHT SPACES) (60) REMOVE EXISTING DRIVEWAY APRON; REPLACE WITH STANDARD 6" CURB PER SPRINGFIELD CONSTRUCTION STANDARDS CONSTRUCT STANDARD 5' WIDE SIDEWALK; MATCH EXISTING M7,205 LINE NOT DRAWN TO SCALE 422.25 TG z SPOT ELEVATION AT TOP OF GRATE 422.23 TR 422.23 FL SPOT ELEVATION AT TOP OF MANHOLE INVERT ELEVATION —x- x— CHAIN LINK FENCE SS— SANITARY SEWER (SIZE AS NOTED) STM— STORM SEWER (SIZE AS NOTED) —W U.G. WATER MAIN (SIZE AS NOTED) OHP OVERHEAD POWER 77 Q SANITARY SEWER MANHOLE CO SANITARY SEWER CLEANOUT STORMWATER MANHOLE PQ CATCH BASIN WATER METER WATER VALVE 04 FIRE HYDRANT POWER POLE JUNCTION BOX POWER POLE WITH STREET LIGHT (D TELEPHONE MANHOLE b% EXISTING CONCRETE SURFACE U� Z b EXISTING ASPHALT SURFACE NEW CONCRETE SURFACE ADJACENT • BUILDING -- - -- – – – – – – – – – – – – – – – – --- – – – – – – – – – – - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Av- - - - - - - - - - - - - - - - - - - - - P- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ft, 441.48 TR – – – – – – – 437.58 FL – 441.50 TF 4.1r17 F1 CURB 48. I. THE TRASH ENCLOSURE WILL REMAIN INSIDE THE BUILDINGS. BIKE PARKING IWA 101 C4 14 10 iml 9.01 a 6010 so FRI PAVING STRUCTURE ISIMUNA Ulf 111ILM01011" I=- olvfmv , � Flilill b. C0-N1,.--'-TRUCT1-0N NOT ES 4" THICK PCC PATIO SHED AWAY FROM BUILDING AT 2% SLOPE MINIMUM 5' WIDE, 4" THICK SIDEWALK CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE AT PARKING AREA CURBING 6" EXTRUDED CURB CURBING CL 4 3" A.C. ON 12" CRUSHED ROCK (OR 'APPROVED EQUAL). -) MINIMUM 5' WIDE, 6" THICK SIDEWALK CONSTRUCT INTEGRAL WITH 12" THICKENED EDGE AT PARKING AREA CURBING 10 CONNECT TO 18" CONCRETE CULVERT PIPE PER SPRINGFIELD CONSTRUCTION STANDARDS (D 4" SCH 40 PVC STORM I2 6" SCH 40 PVC STORM CONST 12' x 12" TRAPPED CATCH BASIN WITH 12" SUMP; GIBBON MANUFACTURER OR APPROVED EQUAL CONST 12' x 12" OUTFALL BASIN WITH 12" SUMP BELOW PIPE INVERT; GIBBON MANUFACTURER OR APPROVED EQUAL (NO TRAP) CONSTRUCT 4" (MINIMUM) WASTEWATER SERVICE; ASTIVI 3034, SDR 35 MINIMUM SLOPE = 2%; CONNECT TO BLDG SWR CLEANOUT (BLDG SWR BY OTHER:-)) END WITH MECHANICAL PLUG; MARK WITH 2x4. INCLUDE TONE WIRE ON ALL UNDERGROUND UTILITY. CONST I" WATER SERVICE LINE PER CITY OF SPRINGFIELD STANDARDS (41 CONSTRUCT STANDARD 3/4- WATER SERVICE METER DCONST I" WATER SERVICE LINE PER CITY OF SPRINGFIELD STANDARDS DRY LINE FOR FUTURE USE. RAMP WITH TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16) MAX SLOPE AT 12:1 ADA ACCESSABLE ROUTE STRIPING AND SPACE DELINEATION; INSTALL SIGN PER OSSC REQUIREMENTS (52 TRUNCATED DOME DETECTOR STRIP. (PER OSSC SECTION 1109-16) (53) INSTALL WHEEL STOPS AS SHOWN (EIGHT SPACES) (60) REMOVE EXISTING DRIVEWAY APRON; REPLACE WITH STANDARD 6" CURB PER SPRINGFIELD CONSTRUCTION STANDARDS CONSTRUCT STANDARD 5' WIDE SIDEWALK; MATCH EXISTING M7,205 I F.,%ProjoctslGX014264-UTII-ITY.gxd - 0612612013 -- 10.13 AM -- Scale 1. 240 000000 ............................. --------------------- ............................................ .............................................................. ................................................................. ............... — ............................................................ ------------- ......... ................................. ....................................... ........................................... ....................................... ................ ............. ................. ......................................... 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EXISTING STREET Tf TO REMAIN - TYP. 00_11-�,Im POSSIE WALK/F CUT-TF TRAFFI AU _24 5tmuberrq 1-ree irratc, A_t-A�444 3 0,-,,HEDULE ami 5!1 microehylla '.Japonica' Japaneee Boxul--od KEY QTY -130 1 ANICAi NAME _'G M M N N A N1 E M I N F31 ZL--- CO M N1 E N";" S matching, full Corn-15 5erlop_a 'Keleeyi, :warf Redtwiq Z7ogwooe, 5 rai. TR�'PS 1 gal. 1.E, Eluoryniu5 a.lata 'Comparta' Gompact Burning 0!" lht 55 00 Red X; � f--r H5!:) - - - ----------- 1 t RoSe 0� 51m-on L ht. matchin g, fuli LP LF 2 arf r;lr. y s junqinqqr, 'AL;ir-aaeaf0ila' 1 LOn'kLere oileata A.,,iWmn Fijrple 12" Fuil, 'D-�E3 Fr PxinU5 CXi4C,01-PP, Ac--h I \Miatdiiilo, fuli, F,-aB 15 -fax 00tim 15 L131. 5 dal. Fold NADL lull 1, Nandina dornestica 'Lemon Hilt I Lemon Hdi Nandina Little 1-Pa; Liri,Ier! C a:. _itchinq, u t.. 125 05manthu5 x burkwoodii -i url,,-wood 05manthu5 5 gai. Lchin,,7, firib Lq�L H R U 8 S 131 Frunu5 iaurocerasu5 'Otto Luuken' Otto Lu f,-en English Laurel AU _24 5tmuberrq 1-ree irratc, ing, full ami 5!1 microehylla '.Japonica' Japaneee Boxul--od 13 gal. matching, fuli f < matching, full Corn-15 5erlop_a 'Keleeyi, :warf Redtwiq Z7ogwooe, 5 rai. mate hincl, full 1 gal. 1.E, Eluoryniu5 a.lata 'Comparta' Gompact Burning 0!" lht 55 00 full H5!:) matching, full Hlbi5r_U5 iyriacus "Plana, RoSe 0� 51m-on L ht. matchin g, fuli LP 152 1 LOn'kLere oileata Privet Hone -vuckie Rudbeckla fulgida rna,rhirg, full MAA NAD 33 110 Mallonia auquifolium Nandina domestica '11-loger'5 Re&' Oregon Grape -- Heaveni� Bamboo 15 L131. 5 dal. Imatching, ful full matching, full, staked NADL i 25 1, Nandina dornestica 'Lemon Hilt I Lemon Hdi Nandina 1 2- gal. matching, full 05 125 05manthu5 x burkwoodii -i url,,-wood 05manthu5 5 gai. PLO 131 Frunu5 iaurocerasu5 'Otto Luuken' Otto Lu f,-en English Laurel 5 oial. _1 rnatc hing. full 5FD 18 5piraea a'ou lasii jW-_5terr. Fpiraea 5-41 ht. rnatcn.ing, full VID, 42 Vii-nurnurr. davidli David Viburnum 5 gal. matchir full VIT 12 Viburnum tinu5 'Spring Bouquet' SPI Bouquet Viburnum matching, full VIP 15 1Viburnum plir-atum tometito5um. I Double File Viburnum. 5' ht. ling, fuil AU _24 iArrtoetaphylo5 uva-ur5i Kinnikinnick, 1 031. matching, full GAO O.C. I Garex obnupta slough 5ed e 1 gal. matching, full FE&L 12" a.r-. Fe5tuca glauca Blue Fescue 1 gal. rriatchinj, full, HE50 15 Henricracalli5 'Stella D' Oro' Stella D' Oro Daylily 1 gal. matching, full PEA 42 Penniseturn alopecuroide5 Fountain Gra55 1 gal. rnatchinQ fu11 IRF 15" o.r-. Rudbeckla fulgida 511 1 gal.-I matching, full RIN i[III I I I A IN 111111 0 A. 501L PREPARATION LAWN AREAS 1. FINISHED ELEVATION OF SUS-BA5E TO BE 5" MINIMUM BELOW FINISHED GRADE. 2. TILL 5UB6RADE THOROUGHLY TO A DEPTH OF b" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 5. PLACE 5" MINIMUM OF SANDY LOAM OVER TILLED 5U56RADE. ADD 15-5-10-10 FERTILIZER 70 TOPSOIL AT A RATE OF 20 LB5. PER 1000 5F. ROTO-TILL AMENDMENTS AND TOP501L TO A DEPTH OF ,5 -10" MINIMUM. NOTE: NATIVE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS A LOOSE, CRUMBLY COMPOSITION AND 15 NOT COMPACTEI;t, 506-BA5E AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO PREVENT COMPACTION AND FUTURE POOR DRAINAGE CONDITIONS. IF NATIVE SOIL CHARACTERISTICS ARE UNSATISFACTORY, AN APPROVED SANDY LOAM SHOULD BE IMPORTED TO THE SITE. PLANT BEDS 1. FINISHED ELEVATION OF SUB -BA5E TO BE lb" MINIMUM BELOW FINISHED 6RADE. 2. TILL SUBORAL_)E THOROUGHLY TO A DEPTH OF 5" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 15" MINIMUM OF TOPSOIL OVER TILLED SUI56RADE. ADD 4" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LB5. PER 1000 SF. ROTO-TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 5" MINIMUM. 4. PROVIDE 5" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. 5. PROVIDED "SPADED EDGE" TO SEPARATE LA^N5 AND PLANT BEDS. RAIN 6ARDEN5 1. SEE ENGINEER'S DRAkNIN65 FOR SOIL MATERIAL AND DEPTH, 2. TILL 51,66RADE THOROUGHLY TO A DEPTH OF 5" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 5. PLACE SPECIFIED DEPTH OF TOPSOIL OVER TILLED 4. ADD 2" OF ORGANIC, MATERIAL AND 15-5-10-10 FERT)I-)ZER TO TOPSOIL AT THE RATE OF 20 L55. PER 1000 5F. ROTO-TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF b" MINIMUM OR DEPTH OF SOIL, WHICHEVER 15 LESS. 5. PROVIDE 1" DEPTH OF 3/5" ROUND NO. 4 PEA GRAVEL MULCH OVER ALL SINALE5. MULCH TO BE FREE FROM FINES OR OTHER DELETERIOUS SUBSTANCES. *PEA GRAVEL MULCH PREVENTS EROSION THROUGH ESTABLISHMENT OF PLANT MATERIAL. B. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUE35TITUTIONS TO BE APFRO\/Fr,; BY LANDSCAPE ARCHITECT. 5. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. G. SEEDING 1. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER. 2. GONTRACTOR RE(5PONc 1eLE FOR MAINTAINING SEEDED AR. -...A A THROUGH F_5TA13LI5HMENT. 3. RE-SEED ANY ^f;ZF-A!5 A57 FULL HEALTHY TURF. P. TREE PROTECTION 1. PROTECT ROOT ZONE OF EX!571N TREES TO REMA!N. 2. CUT NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. 3. PROVIDE PROTECTIVE FENCING AT EP6F OF CRITICAL ROOT ZONE OF EXISTING TREES, TO REMAIN. PLANTING LEGEND 0 EXISTING DECIDUOUS TREE 0 SHADE TREES . 0 ORNAMF-NTAL TRF-F-5 C.ONIFER01,15 TREF-5, SHRUBS SEASONAL COLOR GENERAL NOTES Wga` N2100 ALJ CA11 PEA FELL 1. PLANTIN65 A5 DF-516NF-D ARE INTENDED TO MEET 5PECIFIC REaUIREMENT5, NO 5UB5TITUTION5 OR 51ZE CHAN&E5 PERMITTED WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. 2. NOTIFY LANP5r_.APE ARCHITECT 48 HOURS PRIOR TO THE FOLLOWING IN51I`ION5 - 5EE 5FECIFICATION5: - PLANT BED AND LAWN 5UB BA5E / EXCAVATION - FINISHED 6R,40IN6 AT LAWNS AND PLANT BED5 - PLANT MATERIAL ON-SITE IN5PECTION - PLANT MATERIAL LAYOUT REVIEW 5. 5EE CIVIL GRADING PLAN FOR 5TORMkNATER FACILITY PF-516N INFORMATION. 4. PLANTINGS AT V15ION CLEAR ZONE ARE NOT TO EXCEED 50" HE16HT. TREE5 ARE TO BE LIMBED UP TO 8' HEIGHT. 5. 5EE 5PECIFIGATION5 FOR ADDITIONAL PLANTING, IRRIGATION AND SOIL PREPARATION REaUIREMENT5. 6. PLANT L15T aUANTITIE5 ARE FOR CONTRACTOR CONVENIENCE ONLY. VERIFY ACTUAL aUANTITIE5 ON PLAN. -7. 5EE 5HEET L1.2 FOR LANP5('-',AFE DETAILS. 0 LAIN U!" 0 4 8 16 32 64 SCALE: 11116" = V-010 Rass y L A N D S4 C k P" 'Em ARCHITECTS P 541.68'13.5803 F 541.6813.8183 Date: 9 May 2013 [Drawn By: RR I I Checked By: DJD Subhiission: SITE REVIEW Revisions 130 May 2013 1 � 126 June 2013 � IAI 0 3 7a)- V 00 C C) Q_ cr) Date: 9 May 2013 [Drawn By: RR I I Checked By: DJD Subhiission: SITE REVIEW Revisions 130 May 2013 1 � 126 June 2013 � IAI