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HomeMy WebLinkAboutPlan, Final APPLICANT 10/26/2011� TAX MAP 17-03-26-13, TAX LOT 102 �u ST--. SD T MH NO. 51.38 ST MH RIM= 451.38 15" FL (W =444.57 21 " FL S =444.32 18" FL O=444.50 ane AUG 2 i 2011 Final Submsffai 1� Y! fl OYI� N '!ilYYigOYYI�rA f YYYI�� SITE ASSESSMENT OF EMSTING CONDITIONS rrus HIATT ESTA1 In . , 1/ CSF.. . 1/ ��. , � .� . . PRINGFIE LANE COUNTY, OREGON 450 AIH 67 NO. . < A t1T , Zig 11 WW MN CONTOUR I.� TEV =1 RIM=450.67 24" FL �N)=439:16 24" FL S))j =439.20 i d 12" FL (NW)=440.67 16 w 1� `\ kkg 10 z ' 20 CATCH BASIN RIM=448.65 12" FL (E)=445.45 CATH BAS j y1� R1M=448.72 WW MH Dk� RIM=449.23 - - _�I 6' WOOD FENCE 6' WOOD FENCE 8" FL (E)=442.13 _ vx, 8" FL (W)-442.35 rr- ___ —J --— —-------� -- �—-- —____1 _ FN `�� k- k� kh NEDG rS v� �o Rt ._ � — � �;�`_ khp• `-•..,,,� � -- --'`"".__._.__451--_._ __ _-_____.,,-� k�� f X X jr f p� kip k� %� \ kh ' _ X X - �s0 F - - 4 k 6' WOOD FENCE --,,," y ! xi j 3I w � 1 60' Rlw L M1 i ( h1 1 i p0 pk t If 36' 4VING X x X X kpp O 4f A 50 4' CHAIN LINK FENCE ----,,,,.,k I WW MH ( �� 0 24 (N)-439.4 ! ? STOP SIGN i 0 G�J� Flo'v ACATED R/W, 10' P EX GRAVEL- kp �( 2d" FL (SW)=44.8 0� 6 k .. x 0� FL (E)=439.64k kk kkp iii 8 ,. k5 khp. kgp' BUS STOP X X .40 450. > Ok�' 450 G 0��FGOk it)' ��� kh � �`� �Fk�O• ___3" t Q STREET �� 1 �j CURB INLET ST MH A J d R11 E 1. TFC=449.91 c `y g RIM=450.17 10' FL (E)=447.63. p� 10" FL (W)=44,3.70 _. _ 451 21 FL (S�=443.27 12" F ((FS))==444_12 k — — __ _.. ___. _----------•-_-' 21 "FL (N)=44j:_60- CONCRETE N =443.60CONCRETE GUARDRAIL SITE BOUNDARY CONCRETE ---- EASEMENT LINE RIVER EX. CURB OWNER & APPLICANT: --iE -�F - SOIL TYPES kph GROUND ELEVATION --- ----- -- EX. FENCE (EXCEPT AS OTHERWISE NOTED) CITY OF SPRINGFIELD BENCHMARK, FOUND i x IN THE �Gr 836 'R' STREET PUE DENOTES PUBLIC UTILITY EASEMENT. Ld i� EX. STORM WATER LINE AREAS MAP. WW V D W DENOTES DRIVEWAY - W - -- - EX. WATER LINE R.O.W. DENOTES RIGHT-OF-WAY vW EX. CABLE LINE OF TRAVEL TO 2 SITE PLAN YOLAND ST. EX. GAS UNE HAYDEN BRIDGE RD, Q STREET EX. OVER HEAD POWER 3 4 GRIL{ N PLAN GRADING, PAVING AND SIORMWATER PLAN :EXISTING RECORD ELEVATION = 451.03 HAZARD OF WATER EROSION. SIGHT FIRE HYDRANT f� DECIDUOUS TREE D4 WATER VALVE THE EXISTING LOT 1S CURENTLY VACANT ® CATCH BASIN CURB INLET S BUILDING ELEVATIONS SIGN NEAREST FIRE HYDRANT: ® CABLE TV RISER WASTEWATER MANHOLE LANDSCAPE PLAN SD STORM MANHOLE _w POWER POLE 0 0 Co HAYDEN BRIDGE RD. coczrt �' C0 cov -cti X.ST co , T'$ 0) xtoo »S>. ST. q "R S T. Q.' ST. 105 26 m M DENOTES BUS STOP L OCA TION. Cll NOT TO SCALE � TAX MAP 17-03-26-13, TAX LOT 102 �u ST--. SD T MH NO. 51.38 ST MH RIM= 451.38 15" FL (W =444.57 21 " FL S =444.32 18" FL O=444.50 ane AUG 2 i 2011 Final Submsffai 1� Y! fl OYI� N '!ilYYigOYYI�rA f YYYI�� SITE ASSESSMENT OF EMSTING CONDITIONS rrus HIATT ESTA1 In . , 1/ CSF.. . 1/ ��. , � .� . . PRINGFIE LANE COUNTY, OREGON 450 AIH 67 NO. . < A t1T , Zig 11 WW MN CONTOUR I.� TEV =1 RIM=450.67 24" FL �N)=439:16 24" FL S))j =439.20 i d 12" FL (NW)=440.67 16 w 1� `\ kkg 10 z ' 20 CATCH BASIN RIM=448.65 12" FL (E)=445.45 CATH BAS j y1� R1M=448.72 WW MH Dk� RIM=449.23 - - _�I 6' WOOD FENCE 6' WOOD FENCE 8" FL (E)=442.13 _ vx, 8" FL (W)-442.35 rr- ___ —J --— —-------� -- �—-- —____1 _ FN `�� k- k� kh NEDG rS v� �o Rt ._ � — � �;�`_ khp• `-•..,,,� � -- --'`"".__._.__451--_._ __ _-_____.,,-� k�� f X X jr f p� kip k� %� \ kh ' _ X X - �s0 F - - 4 k 6' WOOD FENCE --,,," y ! xi j 3I w � 1 60' Rlw L M1 i ( h1 1 i p0 pk t If 36' 4VING X x X X kpp O 4f A 50 4' CHAIN LINK FENCE ----,,,,.,k I WW MH ( �� 0 24 (N)-439.4 ! ? STOP SIGN i 0 G�J� Flo'v ACATED R/W, 10' P EX GRAVEL- kp �( 2d" FL (SW)=44.8 0� 6 k .. x 0� FL (E)=439.64k kk kkp iii 8 ,. k5 khp. kgp' BUS STOP X X .40 450. > Ok�' 450 G 0��FGOk it)' ��� kh � �`� �Fk�O• ___3" t Q STREET �� 1 �j CURB INLET ST MH A J d R11 E 1. TFC=449.91 c `y g RIM=450.17 10' FL (E)=447.63. p� 10" FL (W)=44,3.70 _. _ 451 21 FL (S�=443.27 12" F ((FS))==444_12 k — — __ _.. ___. _----------•-_-' 21 "FL (N)=44j:_60- CONCRETE N =443.60CONCRETE GUARDRAIL a SITE BOUNDARY CONCRETE ---- EASEMENT LINE - - ��.._..,_�.`:� GRAVEL EX. CURB OWNER & APPLICANT: --iE -�F - SOIL TYPES kph GROUND ELEVATION --- ----- -- EX. FENCE (EXCEPT AS OTHERWISE NOTED) CITY OF SPRINGFIELD BENCHMARK, FOUND #32 COBURG URBAN LAND COMPLEX x IN THE EX. UNDERGROUND ELECTRICAL 836 'R' STREET PUE DENOTES PUBLIC UTILITY EASEMENT. -----.----- ST------ .---_-. EX. STORM WATER LINE AREAS MAP. WW EX. SANITARY LINE D W DENOTES DRIVEWAY - W - -- - EX. WATER LINE R.O.W. DENOTES RIGHT-OF-WAY WITHIN THE I EX. CABLE LINE OF TRAVEL TO 2 SITE PLAN TFC DENOTES TOP FACE OF CURB. CORNER OF IOTH STREET AND S STREET. EX. GAS UNE THE EXISTING Q STREET EX. OVER HEAD POWER 3 4 GRIL{ N PLAN GRADING, PAVING AND SIORMWATER PLAN :EXISTING RECORD ELEVATION = 451.03 HAZARD OF WATER EROSION. SIGHT FIRE HYDRANT f� DECIDUOUS TREE D4 WATER VALVE THE EXISTING LOT 1S CURENTLY VACANT ® CATCH BASIN CURB INLET S BUILDING ELEVATIONS SIGN NEAREST FIRE HYDRANT: ® CABLE TV RISER WASTEWATER MANHOLE LANDSCAPE PLAN SD STORM MANHOLE _w POWER POLE a LIGHT PON F DESCRIPTION. LOCATED AT THE NORTHEAST # 119 SALEM URBAN LAND COMPLEX TAX MAP 17-03-26 13 CORNER OF THE INTERSECTION OF (THE MAJORITY OF THE SITE) TAX LOT 102 IOTH STREET AND Q STREET. PERMEABILITY: MODERATE ZONING: NEAREST BUS STOP: HAZARD OF WATER EROSION- SLIGHT MEDIUM DENSITY RESIDENTIAL AT THE SOUTH PROPERTY LINE ALONG HIGH WATER TABLE DEPTH. >6' 10TH STREET. GROSS DENSITY WATER QUALITY LIMITED WATER FLOOD PLAIN: 0.58 ACRES, S D WEL L LINGS INGS = 14 D. U. PER ACRE COURSE MAP FEATURES: BASED ON FLOOD INSURANCE RATE MAP THERE ARE NO WATER COURSE NO. 41039CII34 F. THIS PROPERTY IS FEATURES THAT OCCUR ON THIS OUTSIDE THE 500 -YEAR FLOOD ZONE. SITE. NOTES 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS, FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. i� .r�'OFe`r/ r 01 �' - �� #52996 r X,Of�EGONo e�&ARY j LANti 0 EXPIRES: DECEMBER 31, 2011 hlc Goy �In241-0m'► , 5t+cl MA R.vmeuj � j ch ael f-h0t" 0�m I af- &, Branch Engineering, Inc. Headquarters Salem/Keizer Office 310 Fifth Street 4312 Cherry Avenue N.E. Springfield, Oregon 97477 Salem, Oregon 97303 (541) 746--0637 (503) 779-2577 www.BranchEngineering.com Civil • Structures . Transportation • Geotechnical • Surveying PROJECT NO. 11-017 PAGE 1 OF 6 F OWNER & APPLICANT: BENCHMARK / DATUM: SOIL TYPES WELLHEAD PROTECTION: SHEET INDEX: BERNARD HIATT CITY OF SPRINGFIELD BENCHMARK, FOUND #32 COBURG URBAN LAND COMPLEX AS ILLUSTRATED IN THE WELLHEAD 836 'R' STREET CHISELLED SQUARE IN TOP FACE OF CURB (A SMALL PORTION OF THE SITE AT THE PROTECTION AREAS MAP. THE SITE IS / SITE ASSESSMENT OF EXISTING CONDITIONS SPRINGFIELD, OR 97477 AT CATCH BASIN LOCATED AT SOUTHEAST SOUTHEAST CORNER) WITHIN THE I YEAR TIME OF TRAVEL TO 2 SITE PLAN USE: CORNER OF IOTH STREET AND S STREET. PERMEABILITY. MODERATELY SLOW THE EXISTING Q STREET WELL. 3 4 GRIL{ N PLAN GRADING, PAVING AND SIORMWATER PLAN :EXISTING RECORD ELEVATION = 451.03 HAZARD OF WATER EROSION. SIGHT THE EXISTING LOT 1S CURENTLY VACANT HIGH WATER TABLE DEPTH: 1.5'-2.5' S BUILDING ELEVATIONS NEAREST FIRE HYDRANT: LA -1 LANDSCAPE PLAN DESCRIPTION. LOCATED AT THE NORTHEAST # 119 SALEM URBAN LAND COMPLEX TAX MAP 17-03-26 13 CORNER OF THE INTERSECTION OF (THE MAJORITY OF THE SITE) TAX LOT 102 IOTH STREET AND Q STREET. PERMEABILITY: MODERATE ZONING: NEAREST BUS STOP: HAZARD OF WATER EROSION- SLIGHT MEDIUM DENSITY RESIDENTIAL AT THE SOUTH PROPERTY LINE ALONG HIGH WATER TABLE DEPTH. >6' 10TH STREET. GROSS DENSITY WATER QUALITY LIMITED WATER FLOOD PLAIN: 0.58 ACRES, S D WEL L LINGS INGS = 14 D. U. PER ACRE COURSE MAP FEATURES: BASED ON FLOOD INSURANCE RATE MAP THERE ARE NO WATER COURSE NO. 41039CII34 F. THIS PROPERTY IS FEATURES THAT OCCUR ON THIS OUTSIDE THE 500 -YEAR FLOOD ZONE. SITE. NOTES 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS, FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. i� .r�'OFe`r/ r 01 �' - �� #52996 r X,Of�EGONo e�&ARY j LANti 0 EXPIRES: DECEMBER 31, 2011 hlc Goy �In241-0m'► , 5t+cl MA R.vmeuj � j ch ael f-h0t" 0�m I af- &, Branch Engineering, Inc. Headquarters Salem/Keizer Office 310 Fifth Street 4312 Cherry Avenue N.E. Springfield, Oregon 97477 Salem, Oregon 97303 (541) 746--0637 (503) 779-2577 www.BranchEngineering.com Civil • Structures . Transportation • Geotechnical • Surveying PROJECT NO. 11-017 PAGE 1 OF 6 129!-9" I ' 1,308 fl ' I ' 1,308 SQ. FT. W/ GARAGE ' ET CK FT. EACH BUILDING 10,464 SQ. FT. = 427. OF SITE AREA 2421 SQ. FT. = 107. OF SITE AREA 640 SQ. FT. PUE� OF SITE AREA 744 SQ. FT. = 37. OF SITE AREA 14269 SQ. FT. = 577. OF SITE AREA -P.• Mp •.. 6 f.8, 00: � I 10 _ N 0 220 a� CD I 0 C) 0 CONCRETE GUARDRAIL SITE DIMENSIONING PLAN 1" = 20'-0" EXISTING 6' WOOD EXISTING 6' W®DD FENCE FENCE N89258'50',W 194,28 I I ev W11 PA Ti1'�$T PA7;'R T;� NEW ECHAIN `f LINK FENCE 2 ED 2 BEDRM. o UNIT 996 S.F`. UNIT 996 S.F. 2 BEDRM, 2 BEDRM. � EXIS CONC, UNIT 996 S.F. UNIT 996 S.F. �`t Y SIDEWALK / C) GARA E i f`� NO PARKING GARA E NO PARKING v> 24v , la FIRE LANE 64 FIRE LANE u EXISTING b WOOD SIGN SIGN C Y FENCE> ADDRESS SIG WELLHEAD VISION CL&RMCE 7RANGLE w PR4TECI1ON NC. CCJ Cay, -C NC. CO' : PER SDC 4.2-130 I— SIGN a LK WA hr LK WA NEw CURB CUT FOR NEW CONC. S •:p.• .tea °.. .• •4 <, ma tea. q, m° , a a ` ..4 aw •:� •$a A•., :.�••� ps, °': 4•M+^q 4. '4 Q; ,, sp s na a q. Jya...9 al �I .a °e ¢ ® •w 4, •4'a < _ t< f'''0.,, _$' d4 '4' A`' a_ �' '�.T= .�' „,1: �. U. .4•.. 's .4•af'�' a'• « o•. '4 4 esa,;'aa.to Ni3l� J'• /7'yj]•�%�'' .4• •"�, P' Z. :an`.Mar 7n. '•6,; •O••'�; a.. •'4 '-.+; DRIVE o •4, 'de. '� pd , aq. .s~ q� • .4 . ° �t • �. . € ad/IC' G „• +a ••a +. ® j A: °'' . 4s ,.�,, as.•' ':9 tp . 'm ( m—i .�• 'a' aq:, tom. .4p. .�:.. ,..t ;ka '.a. sd .�° p.. .a s,,ar. :"r e•m '.a. .* .a a..;g`.. * .3A a" ', . a' a' i. ®t , ' m r . ab .' b ` ,. '.. •a `; ;.d: _nA ~<; ; . ;' ay .A WELLHEAD PROTEC7ipON SIGN 'A 'P .♦ s a'. • ro - 4 ':i °• d• ''4a ` ° 'o '64'- a' ° e• .° „p,:P ,, si YfSION {i��E J RM6�LE CL 0.• • C. Cl7 PER SDC 4.2- t.3Q �I LKWA AVti! LK ® C A E WA IF' , c", 177;x; <: �. �t :: a 1f EXIST, POWER P LE EXISTING 4' CHAIN LINK , ,.;Xf` :;X�t a �; Zx NO PARKING "?t ;� ' NCI PARKING a/ } FENCE J // FIRE LANE t FIRE LANE �! 8 GARA E �� � 624 ,F S/ N GARA E SIGN ' ' " FENCE W Rf,IUGHT-IR©N 2 BEDRM. 2 BERRM. 624 UNIT 996 S.F. UNIT 996 S.F. 2 BEDRM. 2 BEDRM, EXIS11 STDP SI N 60' FILBERT, CLUSTER UNIT 996 S.F. UNIT 996 S.F. EXIS , FIRE HYDRANT LJI`CA• CLNC, w C�JIdC, if&�I�Cy USTREET l PST �rxbi!610r .._ a ; , y 5 moi_ _.._ LIGHT MIN W -1 - EXIST. CURB .CUT _ - - _.._ .. _- -- EXIST. CONC, - TO BE REMOVED SIDEWALK -EXIS POWER POLE AASHTD INIFRSECTlO ' SITE DISTANCE NEW 4' WROUGHT -IRON EXIST, BUS STOP g FENCE n 20' VISION CLEARANC TRIANGLE t� — STREET � _ COORDINATED WITH CI -Y OF SPRINGFIELD SITE PLAN 1" = 20,_0„ TAX MAP 17-03-26--13, TAX LOT 102 SITE PLAN FOR n1A.1 T ESTATES S.W. 1/4 OF N.E. 1/4, SEC. 26., T.17S., . SPRINGFIELD, LANE SCO UN , AUGUST ,2011 SCALE 1" DEVELOPMENT DATA DEVELOPMENT AREA BUILDING AREA UNIT BUILDING TOTAL CONCRETE DRIVEWAY CONCRETE PATIOS CONCRETE WALKS TOTAL SITE COVERAGE BY ALL IMPERVIOUS SURFACES PERVIOUS CONCRETE 25,211 SQ. FT. 2770 SW. FT. = 11% OF SITE AREA zMMw EXISTING PROPERTY LINE PROPOSED CURB — — — EASEMENT X PROPOSED FENCE - EXISTING SIDEWALK PROPOSED CONCRETE SURFACE PROPOSED PERVIOUS CONCRETE PAVERS EDGE OF BUILDING EXISTING STREET LIGHT EXISTING STREET SIGN 49° EXISTING FIRE HYDRANT EXISTING DECIDUOUS TREE NOTES: I. EACH UNIT FRONTING Q STREET SHALL HAVE THE FOLLOWING ALONG THE Q STREET FRONTAGE., A DOOR WITH STEPS AND SECURITY LIGHTING. AT LEAST ONE WINDOW (12 SF MIN.) AND AT AT GRADE CONCRETE WALKS OR PADS. 2. WITH THE EXCEPTION OF REQUIRED STREET TREES, LANDSCAPING ALONG Q STREET FRONTAGE SHALL NOT EXCEED 4' AND SHALL BE VARIED BY UNIT. 3. NO BUILDING OR ABOVE GRADE STRUCTURE, EXCEPT A FENCE OR DOORSTEP, MAY BE BUILT UPON OR OVER THE P.U.E. ALONG Q STREET FRONTAGE, 4. OBJECTS, INCUDING LANDSCAPING AND FENCING, WITHIN THE CLEAR VISION TRIANGLE AREAS SHALL COMPLY WITH SDC 4.2-130(8) 5. PRIOR TO OCCUPANCY, APPROVED ADDRESSES, AS ASSIGNED BY THE BUILDING OFFICIAL, SHALL BE LISTED ON A SIGN (MONUMENT OR POST) THAT IS PLACED ALONG THE IOTH STREET FRONTAGE. THE SIGN SHALL COMPLY WITH OREGON FIRE CODE 505.1. F', [�_ 6Lpq IY1)24f-00007 5 C+e P [w 0k,V ali �_o� 6 #52996 �OREGONo \� �RUARY LANA EXPIRES: DECEMBER 31, 2011 /2' � Branch Engineering, Inc. Headquarters 1,308 SQ. FT. W/ GARAGE 4312 Cherry Avenue N.E. 2,616 SQ. FT. EACH BUILDING 10,464 SQ. FT. = 427. OF SITE AREA 2421 SQ. FT. = 107. OF SITE AREA 640 SQ. FT. = 39' OF SITE AREA 744 SQ. FT. = 37. OF SITE AREA 14269 SQ. FT. = 577. OF SITE AREA 2770 SW. FT. = 11% OF SITE AREA zMMw EXISTING PROPERTY LINE PROPOSED CURB — — — EASEMENT X PROPOSED FENCE - EXISTING SIDEWALK PROPOSED CONCRETE SURFACE PROPOSED PERVIOUS CONCRETE PAVERS EDGE OF BUILDING EXISTING STREET LIGHT EXISTING STREET SIGN 49° EXISTING FIRE HYDRANT EXISTING DECIDUOUS TREE NOTES: I. EACH UNIT FRONTING Q STREET SHALL HAVE THE FOLLOWING ALONG THE Q STREET FRONTAGE., A DOOR WITH STEPS AND SECURITY LIGHTING. AT LEAST ONE WINDOW (12 SF MIN.) AND AT AT GRADE CONCRETE WALKS OR PADS. 2. WITH THE EXCEPTION OF REQUIRED STREET TREES, LANDSCAPING ALONG Q STREET FRONTAGE SHALL NOT EXCEED 4' AND SHALL BE VARIED BY UNIT. 3. NO BUILDING OR ABOVE GRADE STRUCTURE, EXCEPT A FENCE OR DOORSTEP, MAY BE BUILT UPON OR OVER THE P.U.E. ALONG Q STREET FRONTAGE, 4. OBJECTS, INCUDING LANDSCAPING AND FENCING, WITHIN THE CLEAR VISION TRIANGLE AREAS SHALL COMPLY WITH SDC 4.2-130(8) 5. PRIOR TO OCCUPANCY, APPROVED ADDRESSES, AS ASSIGNED BY THE BUILDING OFFICIAL, SHALL BE LISTED ON A SIGN (MONUMENT OR POST) THAT IS PLACED ALONG THE IOTH STREET FRONTAGE. THE SIGN SHALL COMPLY WITH OREGON FIRE CODE 505.1. F', [�_ 6Lpq IY1)24f-00007 5 C+e P [w 0k,V ali �_o� 6 #52996 �OREGONo \� �RUARY LANA EXPIRES: DECEMBER 31, 2011 /2' � Branch Engineering, Inc. Headquarters Salem/Keizer Office 310 Fifth Street 4312 Cherry Avenue N.E. Springfield, Oregon 97477 Salem, Oregon 97303 (541) 746-0637 (503) 779-2577 www.BranchEngineering.com Civil • Structures • Transportation • Geotechnical • Surveying PROJECT NO. 11-017 PAGE 2 OF 6 6' WOOD FENCE 4' CHAIN LINK FENCE ST --SGT MH NO. 51.38 ST , MH RIM=451.38 15" FL(W =444.57 Tr, 21" FL (Sj=444.32 18" FL (N)=444.50 MH NO. " � 450.67 WW MH RIM=450.67 24" FL (N =439.16 24" FL (S =439.20 12" FL (NW)=440.67 1 TRANSFORMER TO BE /71Sr UPGRADED PER SPRINGFIELD APPROXIMATE LOCATIONOF REL)CA ED GAS LINUTILITY BOARD DESIGN —G__4 -- w__ .�__._. ._ .__ _ _ - _.._._ " . _ _ " by _j ����� � CURB INLET �-- Q STREET TFC=449.91 10" FL (E)=447.63 11 C NOTES 1. ALL SANITARY AND STORM LATERALS SHALL HAVE A MINIMUM SLOPE OF 0.0200 FT/FT UNLESS OTHERWISE NOTED. 2. CLFANOUTS SHALL BE PLACED EVERY 100 FT MINIMUM, 3. A FUTURE WASTEWATER MANHOLE, A 24" WASTEWATER LINE, AND AN 8" WASTEWATER LINE SHALL BE CONSTRUCTED IN THE SOUTHERN PUBLIC UTILITY EASEMENT AS PART OF THE C17 -Y CAPITAL PROJECT BY OTHERS. TAX MAP 17-03-26-13, TAX LOT 102 �-- CATCH BASIN RIM=448.72 -CONNECT 8" STM LAT TO 21 " STM MAIN. MATCH CROWNS 5' IE 444.90 -6" lE 440.70 MATCH CROWNS 3D -_:-174__ _ yk ti- ST MH RIM=450.17 10" FL (W=443.70 21" FL (S�-443.27 12" FL 444 _ 21 FL (N)=443.60 UTILITY PLAN FOR HIATT ESTATES S.N. 114 OF N.E. 114, SEC. 26, T.1 . a R. W., W.M. SPRINGFIELD, E COUNTY, OREGON AUGUST 9. 2011 SCALE 1" 0'9 ZZGMW EXISTING PROPERTY LINE JUT PROPOSE JOINT UTILITY TRENCH --�' sAN PROPOSED SANITARYWATER EXISTING GAS METER STM PROPOSED STORM 0 EXISTING SANITARYWATER MANHOLE PROPOSED WATER EXISTING STORMWATER MANHOLE — — — EASEMENT EXISTING CATCH BASIN 3E PROPOSED FENCE END OF PAVING EXISTING POWER POLE EXISTING SIDEWALK EXISTING MAILBOX PROPOSED CONCRETE SURFACE x EXISTING WATER VALVE PROPOSED PERVIOUS CONCRETE PAVERS W EXISTING WATER METER W EXISTING WATER TL TAX LOT EXISTING STORMWA TER 24' SAN EXISTING SANITARY WATER OHP EXISTING OVER HEAD POWER -----499—_7 EXISTING CONTOUR / ■ v r r �� ■r■r■ t PAVEMENT E ENT SECTIO N O O O O O O O O SUBGRADE r\ ` 12' / xx, �v CC COMPACTEDQ �: 0.0 O f ;y GRANULAR BACKFILL 0 O.O �' p O O TELEPHONE/CABLE CONDUITS; \f \ \� 2' MIN. BEDDING WATER LATERALS BELOW PIPE BELL TYPICAL JOINT UTILITY TREINCH DETAIL / NOT TO SCALE NOTE= F, ''V (00 1. PIPES WITHIN TRENCHES MAY BE STACKED PROVIDED ALL APPLICABLE IYM 1-00001 CODE PIPE SEPARATIONS ARE � � � 1(1 '� MAINTAINED. 5 j`� * MAINTAIN MINIMUM COVER AS �-'�rr Aurt REQUIRED BY CODE W m 5 �Q�D PRpFFs� Branch Engineering, Inc. iN� �Oy 5299b '� 9L Headquarters Salem/Keizer Office FOREGONo Z 310 Fifth Street 4312 Cherry Avenue N.E. �eROARY 0. � Springfield, Oregon 97477 Salem, Oregon 97303 9F( LA�1E Q>�P (541) 746-0637 (503) 779-2577 EXPIRES: DECEMBER 31, 2011 www.BranchEngineering.com Civil • Structures • Transportation • Geotechnical • Surveying PROJECT NO. 11-017 PAGE 3 OF 6 T G ING, •PAVING AND STORMWATR PLAN FOR 20' PAVING HIATT ESTATES PERMEABLE CONCRETE PAVER (AS 7' � 7' FULL DEPTH CURB PER . S.W. 1 f O N.E. 114, r� �+y S., a ., W.M. SPEC'D BY OWNER), WIDTH VARIES 3' 3' .1 CITY OF SPRINGFIELD STD DWG 3-5 SPRINGFIELD, LANE CO U.NT , OREGON 21 SLOPE 29 SLOPE � 4" THICK COMPACTED BEDDING LAYER Y , s.. .{.: •�:,,.¢r,.a.�, h �.:- �� "`� A UG UST 9� 11 -ASTM NO. 8 AGGREGATE. ALSO USE f v " ! FOR PAVER OPENINGS. COMPACT , , r. ,:-, ;;�.r� �` r , �' %� S`y `�sy` . �,�?', ° PERVIOUS PAVER y %� �` Y^v �f ' ' (SEE DETAIL THIS SHEET) WITH PLATE COMPACTOR � � ���'�` ` � '�;:��;.. ���� !! ! SCALE1 - PERVIOUS PAVER �,.:�� �,�„ ,... , > . ..fi,:. �,,.. .`�h� (SEE DETAIL THIS SHEET) ' THICK 6" Tl'CK 3,000 29 COMPACTED 12" FIRM COMPACTED CRUSHED ROCK PSI FIELD _. SUBGRADE STRENGTH CONC CR. BASE LIMIT COMPACTED ASTM NO.57 & EXC. LIMIT AGGREGATE BASE, _ J2" (TYP) ��y _ - TYPICAL p wTREE - - '- d6E T SECTION YP CAL PRI VATS Y COMPACTED THICKNESS. COMPACT •l x.71 4 7N 6' LIFTS TO 91X. RELATIVE NOT TO SCALE COMPACTION PER MODIFIED PROCTOR - <^ 1\ �\ �\ REMOVABLE BICYCLE -PROOF . GEOTEXTILE FABRIC OIL 8 GREASE GRATE FILTRA TION SYSTEM LOCKABLE COVER S T MH NO. (J 51.38 - COMPACTED SUBGRADE ST MH RIM=451.38 -•-- Q 15" FL 21" FL (S)=444.32 '. 18" FL (N)=444.50 PERVIOUS PAVERS DETAIL NOT TO SCALE : s 36" -SITE o.. ., STORMWATER a ' •. • .Q .' ; PIPING INSTALLATION OF PERVIOUS PAVERS SHALL � BE IN ACCORDANCE WITH MANUFACTURERS\�\ SPECIFICATIONS AND RECOMMENDATIONS //�/�a \ \ \ � / 24" MIN � .� _ ,.� ' FEI3NCo' HUBLESS 24" \\ \\ \ CONNECTOR \\\\\\\.Id y.\\\\\ 6 SQ. GREASE TRAP WITH HINGED CLEANOUT LID ' GIBSON STEEL' OR 'LYNCH' UNDISTURBED SOIL OR MANUFACTURED 10 ga. STEEL CATCH ENGINEERED FILL BASIN 24' x48' x36' D 3' MINIMUM BEDDING f 2 -CHAMBER STEEL CATCH BASIN� FILT.,�R Bpd �P 't 0� NOT TO SCALE j CATCH BASIN \ r RIM=448.65 I !'' 12" FL (E)=445.45 CUT/FILL VOLUMES CUT, APPROX 820 CY FILL: APPROX 550 CY NET, APPROX 270 CY CUT D k T� COTES: - x>00 �\ , �..1. ` PERVIOUS ENTITLED PAVERS SHALL BE DESIGNED AND MAINTAINED IN *STORMWATER TECHNOLOGY FACTSHEET POROUS CONFORMANCE WITH EPA FACTSHEET PAVEMENT". l 'GIM C FF' 452.0' - 2. THERE SHALL BE A 4' MIN. CLEARANCE FROM BOTTOM OF THEY SYSTEM TO THE WATER TABLE. EXISTING PROPERTY LINE FF: 452.0 g 2 -CHAMBER STEEL FF: 452.0 v ' CATCHBASIN WITH FILTER. �' " FF: 452.0 SEE DETAIL. THIS SHEEN 3. PRIOR TO OCCUPANCY, ONE WELLHEAD PROTECTION SIGN SHALL BE PLACED NEAR THE ENTRANCE STM- PROPOSED STORM X PROPOSED FENCE GRATE: 448.87 AND ONE AT THE END OF THE DRIVEWAY. CONTACT AMY CHINITZ OF S.U.B. (541-744-3745) TO r' FL: 446.60(E) �� .� :. y ! PURCHASE THE SIGNS. EXISTING CATCH BASIN .. v r 4 >> �C PROPOSED CURB Io �< Xx r r Y EASEMENT EXISTING SIDEWALK C'� Ei CONNECT 8" STM LAT TO 21 " 4M.02 �{ _IT STM MAIN, MATCH CROWNS a. g. PROPOSED CONCRETE SURFACE ° '• I ''] �y8" IE 44490 _ ^ j f ° .�l r a. '¢', A . y°, •d . ��r .. ♦Y:' < • A• + a. Y'. ,A ' Y'i.. 7•:7+VJ V , �, a • . CONCRETE' DRIVE �^ ' •� �^ PROPOSED PERVIOUS CONCRETE PAVERS 6' ST'M. WELLHEAD PROTECTION SIGN '•a.< +�.-c--a S`Ci4! CO o a a. c'a 'a A: .' ¢ • "' . 'm"a .'w'.u._..... ' p!-,.._-0•. ».. �•_�.,_•4i• a.4 y4• . a3. ^'®Q ~ 4•°•?, _ ' _a.. .A 6n. Fl..: 446.55<•_ Q EXISTING STORMWATER f $.x j 4 4382 Q m'•<''° • .i.a < y `'<•e • .ia a(•s. . 'd ' d. .,4'. .Rq. s .aA v`` .•a,6<_ ..et's• ,:,t. •,zr,. '. a. r'. .m` e�+a- . ,4 e a:,8,.a ,�';- U�'• 449•i0 ' --7 EXISTING CONTOUR aEV', � 0450.02 ; % w 36' ) VING ERv��; \ E 0 A E WAY ✓, ti 45 p rJ RY 'xx/ / �\ �. (}` 1 WELLHEAD P OTECTION SIGN�j !l yy . • ff'f 4 9 3TM � � �i F LAT' (TYP) . FF. 452.0 FF' 452.0 l'� tel" hie /`�/�1/FF 452.0FF: 452.010 0' VACATED R/W, 10' PU CK rF ` , 0 20 01 00 V� CA : TP._ - b oci Vfl 450 0 �so� ---, _ 450SD _ __________ __._ ..,2' -450 -------- 50- REMOV REMOVE EXISTING DRIVEWAY APRON AND 450 f PREF Branch Engineering, Inc . REPLACE WITH STANDARD CURB AND ST MH GUTTER SECTION WITH SIDEWALK PER CITY CURB INLET - �`' RIM=450.17 QSTREET OF SPRINGFIELD PUBLIC WORKS z TFC=449.91 ��R FS 10 FL (E)=447.63 10" FL (W)=443.70 STANDARDS. 3 W 21 " FL (S)=443.27 FL =444 21 FL (N =443.60 b ' r- #529912" _ .._ �-i ,.•- ,� OREGON v Headquarters Salem/Keizer Office 310 Fifth Street 4312 Cherry Avenue N.E. Springfield, Oregon 97477 Salem, Oregon 97303 oo �yq �eRI/ARY s• �� ��,� (541) 746-0637 (503) 779-2577 www.BranchEngineeriiag.com EMPIRES: DECFmBER 31, 2011 Civil • Structures • Transportation Geotechnical • Surveying PROJECT N0. 11_077 TAX MAP 17-03--26-13, TAX LOT 102 PAGE 4 OF 6 5/4 x 31/2" CEDAR CORNER BOARD - i 5/4 X 31/2" CEDAR TRIM TYP. @ ALL WDW. t DOORS - t COMP. SHINGLES ON 15# FELT PAPER 'Z" FLASHING AT ALL EXTERIOR OPENINGS 5/4 X 3 V2" CEDAR TRIM HARD BOARD LAP SIDING I D E E L_ E V 7-1 0N 12 7 1DE ELEVATION SGAI_E: 114'` = T -O" 12 �7 sk Plc Rewe�.J WRI V I I 1920 HEITZMAN W, EUGENE, OREGON 974 PHONE: (541) 513-27 CELL: (541) 285-59 GONSULTANTS go DRAWN BY: Be; JOB NUMBER: GAD NUMBER: DATE: 15 FEL REVISIONS: 1 2 3 4 ELEVATIONS 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF S" MiNIMUM PRIOR TO PLACEMENT OF TOPSOIL. B. PLACE 5" MINIMUM OF SANDY LOAM OVER TILLED SUBGRADE. ADD 15-5-10-10 FERTILIZER TO TOPSOIL AT A RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8-10" MINIMUM. PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 15" MINIMUM BELONf FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRiOR TO PLACEMENT OF TOPSOIL. PLANT 9(:,Hr==)UL F_ 3. FLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD W' OF ORGANtG MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS, PER 1000 SF. ROTO -TILL TO A DEPTH OF 5" MINIMUM. KEY I QTY, I BOTANICAL NAME 1COMMONNAME MIN. SIZE I 00MMENT5 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. B. PLANT MATERIAL TREES 1. FRC IDE ONLY HEALTHY, FULL PLANT MATERIAL AT SiZES INDICATED. 2. PLANT SUBSTiMION5 TO BE APPROVED BY LANDSCAPE ARCHITECT: C. SEEDING 1. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER. 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEEDED AREA THROUGH ESTABLISHMENT. 3. RE -SEED ANY AREAS AS NECESSARY TO ACHIEVE FULL HEALTHY TURF. AB' 3 Acer buer eranum Trident M le 2" cal. single stem, 13413, matching, full AG 5 Acer circinatum Vine maple 6' ht. multi -stem, B43 CCF 9 Cercis canadensis 'Forest Pansy' Forest Pansy Red bud T ht. single stem, 5413, matching, full CKS 4 Cornus kousa 'Satomi' 5atomi 004wood V ht. single stem, B4B, matching, full PCG 2 P rus caller ana 'Chanticleer' Chanticleer Pear 2" cai. single stem, 545, matching, full Z5 11 IZelkova serrata village Green' lVillage Green Zelkova 12., cal. matching, limbed up to approx. D. TREE PROTECTION 1. PROTECT ROOT ZONE OF EXISTING TREE5 TO REMAIN.CJ. HRUBS -15 NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. 3. PROVIDE PROTECTIVE FENCING AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN. IRRIGATION 5YS17EM RE(ZIREMENTS 1. VERRiFY LOCATIONS AND PROTECT ALL UTILITIES PRIOR TO AND DURING CONSTRUCTION. Azalea 'Mother's D 2. IRRIGATION DISTRIBUTION COVERAGE TO BE HEAD TO HEAD. ai. 3. SYSTEM TO BE OPERATED AUTOMATICALLY. CONTROLLER TO BE RAINBIRD ESP OR APPROVED. CONTRACTOR TO COORDINATE CONTROLLER LOCATION WiTH OWNER. Q 4. CONTRACTOR TO VERIFY METER LOCATION AND 51ZE WITH OWNER. COORDINATE IRRIGATION SYSTEM POINT OF 1 gal. CONNECTION WITH OMER. BTG 5. BAGKFLOYY PREVENTER TO BE WiLKINS R5o-XLT OR APPROVED, LOCATED ABOVE GRADE IN APPROVED Al 3 ENCLOSURE. matching, full 6. DESIGN HEAD LAYOUT TO MINIMIZE OVERSPRAY ONTO PAVED AREAS AND TO PREVENT OVERSPRAY ONTO Buxus micro h lla ' onica' Japanese Boxwood BUILDINGS. gal. -1. PROVIDE SEPARATE ZONES FOR NE AND SW EXPOSURES. 8 S. PROVIDE 18" MIN. COVER OVER ALL MAIN LINES AND 15" DOVER OVER ALL LATERAL LINES. 5 q. INSTALL INVERTED VALVE BOX SUMP UNDER EACH AUTOMATIC CONTROL VALVE. VALVE BOX HOLES TO BE ICG 40 LINED WITH FILTER FABRIC. Japanese HollU 10. INSTALL ISOLATION GATE VALVE BEFORE EACH AUTOMATIC CONTROL VALVE. (NiBCO T-113 OR APPROVED) matchincl, full 11, INSTALL MANUAL, BRONZE DRAIN VALVES AT MAIN LINE LOW POINTS. Q 12. CONTROL WIRE5 TO BE 14 GAUGE SINGLE STRAND. PROVIDE ONE SPARE WIRE TO EACH VALVE LOCATION. gal. 13. PROVIDE 3" 5AND BEDDING BELOW ALL PIPES, 1 0 14. MAIN LINE PIPING TO BE SCHEDULE 40 PVC. Aj AMD 29 Azalea 'Mother's D Mothers D Azalea 3 ai. matchin , full AUG 4 Arbutus unedo 'Com arta' Strawberrq Tree 5 gal. matching, full BTG 16 Berberis thunber ii 'Crimson m ' Dwarf Japanese Barberry 3 gal. matching, full BM 28 Buxus micro h lla ' onica' Japanese Boxwood 1 gal. matching, full EAG 8 Euon mus alata 'Com arta' Com act Burning Bush 5 ai matching, full ICG 40 illex crenata 'Com acts' Japanese HollU 3 gal. matchincl, full NOL 10 Nandina domestica 'Lemon Hill' Lemon Hill Nandina 3 gal. matching. full PFF & Pieris Forest Flame' Forest Flame Pleris 5 gal. matching, full PLO 160 Prunus laurocera9u9 'Otto Lu ken' Otto Lu ken En itch Laurel 3 qal, matchinci. full PM 120 Fol stichum munitum Sword Fern 1 gal matching, full RAK 11 Rhododendron 'Anah Krusche' Anah Krusche Rhododendron 5 gal. matching, full RBB 14 Rhododendron 'Bow Bells' Bow Belie Rhododendron 3 gal.. matching, full RU 6 Rhododendron 'Unique' Unique Rhododendron 5 gal. matching. full RGW 4 Rhododendron 'Gomer Waterer' Gomer Waterer Rhododendron 5 qaL matching, full 5KJ 12 5klmmia -japonica Japanese 5kimmia 3 gal. I e3roupone male with two females 56F 12 Spiraea 'a onica 'Goldfiame' Goldfiame 5 iraea 3 at. matching. full VD 25 Viburnum davidii David Viburnum 3 al. matchin , full 15. LATERAL LINE PIPING TO BE GLASS 200 PVC. 16. ALL PIPING BENEATH PAVED SURFACES TO BE IN 5LEEVING (SCHEDULE 40 PVC. SIZE AS REQUIRED - 4" MIN.). OROUNPOOVER5 AND FERENNIAL5 17. MINIMUM PIPE SIZE 3/4" 18. CONTRACTOR TO PROVIDE OWNER WITH OPERATION AND MAINTENANCE INSTRUCTIONS FOR SYSTEM. 19. CONTRACTOR TO PROVIDE OWNER WITH MITTEN OPERATION SCHEDULE FOR SUN AND SHADE ZONES FOR 3 SEASONS AND INSTRUCT OWNER'S REPRESENTATIVE ON SYSTEM OPERATION AND MAINTENANCE. 0 20. CONTRACTOR TO PROVIDE LAMINATED, REDUCTION OF IRRIGATION PLAN IN51ME CONTROLLER CABINET WHIGH IDENTIFIE5 ZONES. 21. CONTRACTOR TO PROVIDE ONE 5EA50NAL 5HUTDOWN AND START UP FOR SYSTEM. H50 54 Hemoracallis 'Stella D' Oro' Stella D' Oro VNIfly 1 gal. matching, full LM 32 Lirio e muscari Biq Blue LiN Turf 1 gal. matching, full 20" o.c. NK ?5 Narcissus 'King Alfred' King Alfred Daffodil bulb matching, full RC 24" ox_ Rubus cal cinoides 'Emerald Gar et' Emerald Carpet Rubus 4" Pots matching, full SHH 24' o.c. 5arcococca hookerana humilis 5arcococ4a 1 gal. matching, full 22. HAND TRENCH WITHIN CRITICAL ROOT ZONE OF EXI5TING TREES TO REMAIN. ALL IRRIGATION TRENCHING WITHIN CRITICAL ROOT ZONE OF EXISTING TREES TO BE RADIAL TOWARD TREE TO MINIMIZE ROOT IMPACTS. " SELECTED FROM CITYS APPROVED LIST FOR STREET TREES UNDER POWER LINES Load PLANTiNG L.EGFENP (3 TREE (IN/ MULCH GIR(:,LE) CJHRU5 ® &ROUNDCOVER F'ERENNIAL5 LAM C 0 TYPICAL TREE PLANTING SECTION ADJACENT BUILDING OR EDGE OF PLANT BED n G h Ljj _ DOUGHERT I' LANDSCAPE SFAONAGMG ARCHITECTS SPECIFIED - EVENLY 5PACED SPAGIN6 "D" ROW "A" SPACING "D" ROW "A,. 3" O.G. 2.6" a _ 6" O.G. 5.2" 18" O.G. 24" O.G. 15.6" 20.5" 9" O.G. 30" O.G. 26.0" 12" O.G. 10.4" 36" O.G. 30.0" 15,10.6. 15.0" 48" O.G. 41.5" 7 2 GROUNDGOVER 5PAGING DIACGR,�M PLAN IST �+�p 279 NT5 PLANTING SOIL WITH 4 David J. Dough -9 f --t t:-4 I --- 3" MULCH (TAPERS TO 1" AT SIDEWALK) q,. FINISHED GRADE PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) ._._DTOP501L .n ORiarOAT 1V (BELOW ROOT BALLS ONLY) C4 -PE Avldll� SCALE: 1/2" = 1'-0" CLIENT: Michael Hiatt Phone: 541-485-0219 E-mail: NOTE: FINI5HED GRADE, UNLESS INDICATED OTHERWISE, 15 COMPRISED OF A HORIZONTAL PLANE 3" ABOVE THE ADJACENT PAVING HIGHEST ADJACENT EDGE. PLANT BED EOGE AT PAVEMENTof SECTION SCALE: 1" = V -O" .. C) TYPICAL 5HRUB PLANTING SECTION Ljj _ DOUGHERT I' LANDSCAPE REMOVE ALL BINDINGS ARCHITECTS SPECIFIED - EVENLY 5PACED 474 Willamette Street IRNAMENTAL/CONIFER TREE Suite 305 HADE TREE Eugene, Oregon 97401 JKLAP FROM TOP 1/3 3ALL P 541.683.5803 5PEGIFIED (2" CLEAR AT TRUNK) F 541.683.8183 .. _ MULCH AS SPECIFIED (2" www.DLAdesign.com SOIL j.? CLEAR AT TRUNK) IST �+�p 279 PLANTING SOIL WITH 4 David J. Dough -9 f --t t:-4 to ._._DTOP501L .n ORiarOAT 1V (BELOW ROOT BALLS ONLY) C4 -PE Avldll� SCALE: 1/2" = 1'-0" CLIENT: Michael Hiatt Phone: 541-485-0219 E-mail: NOTE: FINI5HED GRADE, UNLESS INDICATED OTHERWISE, 15 COMPRISED OF A HORIZONTAL PLANE 3" ABOVE THE ADJACENT PAVING HIGHEST ADJACENT EDGE. PLANT BED EOGE AT PAVEMENTof SECTION SCALE: 1" = V -O" .. C) TYPICAL 5HRUB PLANTING SECTION LANDSCAPE P 7�7 1 0 2 5 10 20 40 SCALE: 1" = 10'-0" r(„ 6 q Checked By: DJD ..�l�.py�,��� Submission: SCALE: 1/2" = T -D" ,�q � f( �� Revision # Date (tk! {} 1 8-16-11 Ij M In N IL ff 1k NORTH DLA INC. COPYRIGHT 2011 Ljj _ t W REMOVE ALL BINDINGS LL AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH to V l SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) Date: 3-16-11 SCARIFIED SUB -GRADE Drawn By: EP LANDSCAPE P 7�7 1 0 2 5 10 20 40 SCALE: 1" = 10'-0" r(„ 6 q Checked By: DJD ..�l�.py�,��� Submission: SCALE: 1/2" = T -D" ,�q � f( �� Revision # Date (tk! {} 1 8-16-11 Ij M In N IL ff 1k NORTH DLA INC. COPYRIGHT 2011