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HomeMy WebLinkAboutPlan, Final APPLICANT 8/22/2011SITE ASSESSMENT TING CONDITIONS RL F11,11 NIT �o 0 "' TA rip, E7 d 0.. 73 "ST- $QTMHNO. ST RIVER 51.38 RIM M451.38 15- FL (W)=4,M.571 So Wo OF No e 114, SEC. T.17S., R.3W,,, W.M* 21 "FL FL (S= 444.32 8 G ,e 18 FL {N) =444.50 E.. Ld Fa SPRINGFIELD, J fit OREGON MH Na. f f A UG UST 2011 � � YOLAND ST. 45(1.67 go HA YDEN BRIDGE RD. 9! ..d..s� +` S WW MH co HAYDEN BRIDGE RD. RIM= 450.67 ,.., 24" FL (N)=439.16 � t CONTO UR INTERVAL 1 � � CO 24 FL = 439.20 Co C7 1 FL �(S) W =44 . 2 ) 067 co Ix CCA c� -v j KC c .,S11 ST. ry S T• I LEGEND Q ST �°'. FG: C 105 26 �° i SITE BOUND � � >: ARY s. Ix. CONCRETE F ' EASEMENT LINE - 'J GRAVEL '�� EX. CURB DENOTES BUS slop o a• �. �, �� I `' � �,� 10 _- ______._ EX. FENCE Ni GROUND ELEVATION LOCATION. _ _ - - -_ (EXCEPT AS OTHERWISE NOTED) J 1` 20 EX. UNDERGROUND ELECTRICAL X CATCH BASIN �� _- ._.__._ �__ PUE DENOTES PUBLIC UTILITY EASEMENT. VICINITY R1M= 448.65 � � � i - ST EX, STORM WATER LINE )2 FL (E)- 445.45 ;r .__.._ — :. tg.__._____..__.__-- EX. SANITARY LINE D/W DENOTES DRIVEWAY NOT TO SCALE _ 1 CATCH BASIN W ��-" EX. WATER LINE w RIM= 448.72 Q Q MH R.O.W. DENOTES RIGHT -OF -WAY WW EX. CABLE LINE N cc, RIM= 449.23 TFC DENOTES TOP FACE OF CURB. 8 FL (E)= 442.13 x 6' WOOD FENCE W 6' WOOD FENCE_ __ __ C_..__.._._._ -.____ _. EX. GAS LINE 8 FL (W)- 442.35 sue_ 7 OVER HEAD POWER .�..:..��, sus � � �- -... _ FIRE HYDRANT a ; DECIDUOUS TREE N WATER VALVE X h X I w ® CATCH BASIN 'hQ X 1 �� O X X ©� CURB INLET 1 SIGN CABLE TV RISER ! WASTEWATER MANHOLE a i E I SQ STORM MANHOLE O y �p -IS- POWER POLE �' W.40L� FENCE F � h � # LIGHT POLE X X 1 L 1 . : 60' 1 /W I >4 &g' - NOTES a0 tx 36 WNG , , I NIP' 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY NI �� 0 4S , 0 � - X °. LOCATE MAR %< KINGS, FIELD LOCATION OF SURFACE FEATURES AND AS- -BUILT DRAWINGS. 4 D INVERT FLOW LINES SHOWN HEREON ARE FROM F 450 ��o � c� �g FIELD c, F h MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL CAT 4 CHAIN LINK FENCE - .. , � , , G � � � LOCATION OF I UNDERGROUND LINES. WW MH w \� RI M=449.28 N I F . R M 9.28 STOP SIGN p '� °• 24 FL (N) =439.4 G . 24 FL (SW) -44.8: h , 4Ghti \ 10' VACATED RfW, 10 PLE:.R!4EL X 8 FL E = 439.64 €°' h h h BUS STOP tkh 0 h l °° ,� X r pa %� -A I. _.. _ ,.._. .... ..............._n.. ... . )))..< .. -_,..._......_...,..._... ._._........._._.___....._.._.. ._ .... _ _.... ». ,_.. .......__.. m.... .. _...- ...._......» _.. -:.... f. ., iii s a_ D4p _. tx i c _ . _ _ 45D <: 0 c. o _ .___ h oa Sr S7 i _� # ax r^ CURB INLET �. ST MH a RIM= 450.17 STREET � TFC .449.91 , w 10" FL (E)- 447.63. 0� f 0» FL (W = 443.70 451 w ,� 21 FL (S�= 443.27 - _._. --. - -- - -- - . � � f 12 F = 444.12 `1 21 FL N = 443.60 y i r I f� J � CONCRETE GUARDRAIL a i OWNER & APPLICANT: BENCHMARK � DATUM. SOIL TYPES WELLHEAD PROTECTION: SHEET INDEX: BERNARD MATT CITY OF SPRINGFIELD BENCHMARK, FOUND . 32 COBURG URBAN LAND COMPLEX # AS ILLUSTRATED IN THE WELLHEAD y 83 6 'R' S TREE T 1 SITE ASSESSMENT OF EXISTING CONDITIONS CN /BELLED. SQUARE 1N TOP FACE. OF CURB (A SMALL PORTION OF THE SIiE AT THE PROTECTION AREAS MAP, THE SITE !S SPRINGFIELD, OR 9 74 77 2 SITE PLAN AT CATCH BASIN LOCATED A T SOUTHEAST SOUTHEAST CORNER WITHIN THE l YEAR TIME 4F TRAVEL TO 3 UTILITY PLAN CORNER OF LOTH STREET AND S STREET. PERMEABILITY.- MODERATELY SLOW THE EXISTING Q STREET WELL. EXISTING USE RECORD ELEVATION = 451.03 HAZARD OF WATER EROSION. SLIGHT 4 GRADING. PAVING AND STORMWA TER PLAN 1 5 BUILDING ELEVA TIONS � THE EXISTING LOT IS CURENTL_ Y VACANT HIGH WATER .TABLE DEPTH: 1.5"-2.5' NEAREST FIRE .HYDRANT: LA -1 LANDSCAPE PLAN Inc. DESCRIPTION: LOCATED A T THE NORTHEAST 119 SALEM URBAN LAND COMPLEX Branch Engineering, 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 �� oF�c NEAREST BUS STOP HAZARD OF WATER EROSION: SLIGHT ZONING T .�i•' o� Headquarters Saiena Keizer office AT THE SOUTH PROPERTY LINE ALONG HIGH WATER TABLE DEPTH. >6' MEDIUM DENSITY RESIDENTIAL #52996 10TH STREET. 310 Fifth Street 4312 Cherry Avenue N.E. GROSS DENSITY DR } Springfield, .Oregon 97477 Salem, Oregon 97303 0.58 ACRES. .8 DWELLINGS = 14 D.U. PER ACRE WATER QUALITY LIMITED WATER FLOOD PLAIN: OREGON �- COURSE MAP FEATURES.* BASED ON FLOOD INSURANCE RATE MAP AFB oQO (541 j 746 -0637 {503j 779 -2577 R41 Z THERE ARE NO WATER COURSE NO. 41039C{134 F, THIS PROPERTY IS '�,,,� arzY a, FEATURES THAT OCCUR ON THIS OUTSIDE THE 500 -YEAR FLOOD ZONE. L.AN�- ww-w.BranchEngineering.com SITE. EXPIRES: DECEMBER 31, 2011 Civil • Structures . Transportation • Geotechnical - Surveying tIxsFE.x ,r Q SEBC�c PUEl ;f 4 .AL { s 9m Go � io 0 L' ' a 0 00 ` ` -�-..7 \ � J tIxsFE.x a P PUEl io L' ' a 0 00 ` ` -�-..7 ( �' C CD I I3 � � j a a m S •A a 10' to F ' $ a. N89 95 3156 "W 1942 8 • • `- ' 7 i i t OBI .C�N�t ---------- , , f. ;�� `.� _ dry - NEW 'CHAIN y \f` \. 1\ "v`'" > fi / ,/ i r` .i .' ` F r \ " 1.' \,r`.. (\ \.' . \ ,! \: f .` \..` \d' r ,i l 0 �/ a 2 E = 2 BEDRM. o LINK FENCE i UNIT 996 S.F. UNIT 996 S.F. 2 BEDRM. 2 BEDRM, - o . EXIS . CONC. UNIT 996 S,F. UNIT 996 S.F. '`x � ' ` �° � ;^ o SIDEWALK GARA E `; NO PARKING GARA E NO PARKING ' FIRE LANE X24 FIRE LANE EXISTING 6' V1717D SIGN �� ' , � SIGN " � r ,.. FENCE , ADDRESS SIG .., -•i •,V A � � �A. J rr . d / ��, a r d Li ? WELLHEAD ` a • ' VISION CLEOANCE TRIANG Lt PROTECTION NC. CD ► .' PER SDC 4.2 -130 1-- LK VA J ' LK 1�/A SIGN •4 , A NEV CURB CUT 0i/ +# 4.... A: °� , @ + • A .s. 4 •+a'S A A 'W Q • a,� a , ".. c' , � A FOR NE .V CONC. O ° p d w » d W W •s t"_I ,Wg' 4 W -' ,d mp , ', a.: qTW a y . 4a r :r d t ` g . o • 6.- � _ #A A %]Dfi .e. ¢ wfia, :p' • e.' •a! jam" r-i t •at• tA•, "¢ ! , Fs' 'A ,A*:• ,� • -,^ •„mA ae `.M, 'W• sA «4• WELLHEAD PR07G C71 SIG � Y .� _ • • °f 'a+ �. •r•. s" ' _ •} +is' `e.. •.'t. .s. .a ,.o•a^ 'sa.d; :a `_ +r• A .� s•a �N N - ( •tea a0 - 4 "r•:. 'a'«°• 4•�d tA•.•',y° �• a ~8r •• •+%°'sev..•d' •4a• �' '.o 'A'• ®".d° e�'a' a . r� WSION C CE 77?14NOLE 4! © - PER SDC 4.2• -130 WA FC .W LK D C A E VA K-: . PD EXIS , off ,..,�.�. ., ` • - < ti� ``� { ' ` - • ' R•'.``Y tVER E P L EXISTING 4 CHAIN LINK I\ �577 77 '`,. v ` NO PARKING f { NO PARKING FENCE r . �, f .?<,X _._ FIRE LANE FIRE LANE % r RA ' ' ` , ' „ NEW 5' WROUGHT -.IRON f SIGN GARA E SIGN 2 BEDRM. 624 ,Fp 2 BEDRM. 624 .F.'fVCE ,, UNIT 996 S.F. UNIT 996 S.F. 2 BEDRM. 60 FILBERT f ,, 2 BEDRM. EXISI�. STDP SI N CLUSTER ; UNIT 996 S.F. UNIT 996 S.F. , d ,1 „ ; .rry EXIS . FIRE -v V Y 'f \. ♦ .%- r1.1• ,ii, ^• J. '�/'1. \ice I ;• i d d H �, s l / 7 NT lwC.° C�NC. a�Irt.' °ff�D11I; F;�� Q. �� P���.t � •tom _ �. _ _._ _- -- M - -EXIS . STREET .:.x1c+<' a.y..iL'T'>.'. 1'S�•N1>t��4:J''{:tl�x4 �Y ��' _._..�_ LIGHT EXIST. CURB CUT _:.... EXIST. CONC. - - -- ..: -T17 kt_-REMDVED SIDEWALK AXIS , PDVER PALE AASHTO INTER ECTIO SUE' DISTANCE NEW 4' WROUGHT —IRON EXIST, DUS STOP F�ENC 20' VISION CLEA C ' TRkWGLE ? S TREE T C.00ROINATED WO CI r of SPRINGER SITE PLAN :d-. -.4. °'4°.: .if�n• Y C. A i ^ nl'""^ . s >-.k. < .. .r 4 crf, ... .:r _._�£. t'x. r::.. _... ......4i. 1.,..., .«•�s�a.'...., .. - ._-:�. r!, ... �.. ., ..� ..,, �€:. _ .w. . .,,. . . �'f ,�.� .�. .,, _...x ,.. 't.. ., ice. __ F•,Y„<.,x.. ._....r3'.x.:�?r".`,"k`�r..yz;, w ..� fM`?a .. 3` . us, -.. ., ....._ ,� . � .'"�.. ., z--;, .. �_... R __ _._ .. a'ro, . �:�x,.�. ais'r. .. _ .,_�. , . ..ice -'� � _^�a:...,, e; �"+ar.r;•,.. k�_�'�.'�3. - , �.. t.�r,., ...- s;:...... .,_... �-�'.. .: .... .. ..z'.. .'�C3 2�rx3'- ...... x .< '•t..... ..... t, ,:T... ': ?�.. r ',^F?4,,,:.. ,.....7 ... �,... ..< �„+ tTiF&*€ Pa' �' �ZG... ��.., i' �? i��:: ?X..,"_"' �}'„ t�: I;..,'. �... s#. ?sg�F, �° r5�" rs' 3fi?ir�.;.? �€^ r.r"�� %?$�s�3`�.'�n��:.'xa�?ga• TAX MAP 17-- 03 --26 -- r3, TAX LOT 102 DEVELOPMENT DATA DEVELOPMENT AREA 25,211 SQ. FT. BUILDING AREA UNIT it 308 SQ. FT. W/ GARAGE BUILDING 2,616 SQ. FT. EACH BUILDING TOTAL 10,464 SO. FT. - 42% OF SITE AREA CONCRETE DRIVEWAY 2421 SQ. FT. = 107 OF SITE AREA CONCRETE PATIOS 640 SQ. FT. = 37 OF SITE AREA CONCRETE WALKS 744 SQ. FT. = 37 OF SITE AREA TOTAL SITE COVERAGE BY ALL IMPERVIOUS SURFACES 14269 SQ. FT. = 577 OF SITE AREA PERVIOUS CONCRETE 2770 SW. FT. = 117 OF SITE AREA EXISTING PROPERTY LINE PROPOSED CURB EASEMENT PROPOSED FENCE EXISTING SIDEWALK ••� ° ;:_ %. : {'. $. PROPOSED CONCRETE SURFACE PROPOSED PERVIOUS CONCRETE- - PA':'ERS EDGE OF BUILDING EXISTING STREET LIGHT EXISTING STREET SIGN EXISTING FIRE HYDRANT EXISTING DECIDUOUS TREE NOTES: L EACH UNIT FRONTING Q STREET SHALL HAVE THE FOLLOWING ALONG THE Q STREET FRONTAGE A DOOR WITH STEPS AND SECURITY LIGHTING, AT LEAST ONE WINDOW (12 SF MIN.) AND AT AT GRADE CONCRETE WALKS OR PADS. 2. WITH THE EXCEPTION OF REQUIRED STREET TREES, LANDSCAPING ALONG Q STREET FRONTAGE SHALL NOT EXCEED 4' AND SHALL BE VARIED BY UNIT. 3. NO BUILDING OR ABOVE GRADE STRUCTURE, EXCEPT A FENCE OR DOORSTEP, MAY BE BUILT UPON OR OVER THE P.U.E. ALONG Q STREET FRONTAGE. 4. OBJECTS, INCUDING LANDSCAPING AND FENCING, WITHIN THE CLEAR VISION TRIANGLE AREAS SHALL COMPLY WITH SDC 4.2- 130(9) 5. PRIOR TO OCCUPANCY, APPROVED ADDRESSES, AS ASSIGNED BY THE BUILDING OFFICIAL, SHALL ✓ `� BE LISTED ON A SIGN (MONUMENT OR POST) THAT IS PLACED ALONG THE IOTH STREET FRONTAGE. THE SIGN SHALL COMPLY WITH OREGON FIRE CODE 505.1. I�f 0: Lp PR #52996�'� OREGON z °o <' �BRI/ARY b, Q� LAND• EXPIRES: DECEMBER 31, 2011 %I Branch Engineering, Inc. SITE PLAN :d-. -.4. °'4°.: .if�n• Y C. A i ^ nl'""^ . s >-.k. < .. .r 4 crf, ... .:r _._�£. t'x. r::.. _... ......4i. 1.,..., .«•�s�a.'...., .. - ._-:�. r!, ... �.. ., ..� ..,, �€:. _ .w. . .,,. . . �'f ,�.� .�. .,, _...x ,.. 't.. ., ice. __ F•,Y„<.,x.. ._....r3'.x.:�?r".`,"k`�r..yz;, w ..� fM`?a .. 3` . us, -.. ., ....._ ,� . � .'"�.. ., z--;, .. �_... R __ _._ .. a'ro, . �:�x,.�. ais'r. .. _ .,_�. , . ..ice -'� � _^�a:...,, e; �"+ar.r;•,.. k�_�'�.'�3. - , �.. t.�r,., ...- s;:...... .,_... �-�'.. .: .... .. ..z'.. .'�C3 2�rx3'- ...... x .< '•t..... ..... t, ,:T... ': ?�.. r ',^F?4,,,:.. ,.....7 ... �,... ..< �„+ tTiF&*€ Pa' �' �ZG... ��.., i' �? i��:: ?X..,"_"' �}'„ t�: I;..,'. �... s#. ?sg�F, �° r5�" rs' 3fi?ir�.;.? �€^ r.r"�� %?$�s�3`�.'�n��:.'xa�?ga• TAX MAP 17-- 03 --26 -- r3, TAX LOT 102 DEVELOPMENT DATA DEVELOPMENT AREA 25,211 SQ. FT. BUILDING AREA UNIT it 308 SQ. FT. W/ GARAGE BUILDING 2,616 SQ. FT. EACH BUILDING TOTAL 10,464 SO. FT. - 42% OF SITE AREA CONCRETE DRIVEWAY 2421 SQ. FT. = 107 OF SITE AREA CONCRETE PATIOS 640 SQ. FT. = 37 OF SITE AREA CONCRETE WALKS 744 SQ. FT. = 37 OF SITE AREA TOTAL SITE COVERAGE BY ALL IMPERVIOUS SURFACES 14269 SQ. FT. = 577 OF SITE AREA PERVIOUS CONCRETE 2770 SW. FT. = 117 OF SITE AREA EXISTING PROPERTY LINE PROPOSED CURB EASEMENT PROPOSED FENCE EXISTING SIDEWALK ••� ° ;:_ %. : {'. $. PROPOSED CONCRETE SURFACE PROPOSED PERVIOUS CONCRETE- - PA':'ERS EDGE OF BUILDING EXISTING STREET LIGHT EXISTING STREET SIGN EXISTING FIRE HYDRANT EXISTING DECIDUOUS TREE NOTES: L 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(9) 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. I�f 0: Lp PR #52996�'� OREGON z °o <' �BRI/ARY b, Q� LAND• EXPIRES: DECEMBER 31, 2011 %I Branch Engineering, Inc. NOTES: L 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(9) 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. I�f 0: Lp PR #52996�'� OREGON z °o <' �BRI/ARY b, Q� LAND• EXPIRES: DECEMBER 31, 2011 %I Branch Engineering, Inc. 6' WOOD FENCE 4' CHAIN LINK FENCE --- TAX MAP 17-- 03--- 26 --13, TAX LOT 102 I r V-11 r.ii vt vm l,J % e v uL UPGRADED PER SPRINGFIELD U77UTY BOARD DESIGN Q STREET WW MH — - ---'" RIM =450.67 24" FL (N)= 439.16 24" FL (S)= 439.20 12" FL (NW)= 440.67 1 ' v� .4 ST SD MN N0. t51.38 � ST MH RIM =451.38 t5� FL (W)=444-57 21 FL (S)= 444.32 18" FL (N)= 444.50 �fj MH NO. "r-'450.67 ! I CATCH BASIN RIM = 448.72 CONNECT 8" STM LAT TO 21" STM MAIN. MATCH CROWNS 8" IE 444.90 ! 6" IE 440.70 I MATCH CROWNS t _ APPROXIMATE LOCATION t ,, - ,, � _____ _. ___.. __ ._.�.__..____ ..�_� 12 ' c OF REL CA ED GAS LINE CURB INLET ,T c'` ST MH TFC= 449.91 RIM= 450.17 w 10" FL (E)= 447.63 ,' , lO" FL W)=443.70 21 FL (S = 443.27 cl- �.. z 12" FL E = 444.12 —u t o l / 21 FL (N = 443.60 tf' CONCRETE GUARDRAIL r NOTES 1. ALL SANITARY AND STORM LATERALS SHALL HAVE A MINIMUM SLOPE OF 0.0200 FT /FT UNLESS OTHERWISE NOTED, 2, CLEANOUTS 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 CITY CAPITAL PROJECT BY OTHERS. LSGBM �?��a PRO)��, 52996' `7,.-_ OREGON Q ��"RVARY LAN�- EXPIRES: DECEMBER 31, 2011 . •.r s ■ EXISTING PROPERTY LINE PAVEMENT SECTION BUT PROPOSE JOINT UTILITY .TRENCH - ----8' SAN- -- PROPOSED SAKI TAR YWA TER G EXISTING GAS METER -STM- PROPOSED STORM EXISTING SANITARYWATER MANHOLE SUBGRADE PROPOSED WATER EXISTING STORMWATER MANHOLE W EASEMENT EXISTING CATCH BASIN x PROPOSED FENCE cr COMPACTED , END OF PA VING;v. - EXISTING POWER POLE EXISTING SIDEWALK EXISTING MAILBOX •° PROPOSED CONCRETE SURFACE EXISTING WATER VALVE PROPOSED PERVIOUS CONCRETE PAVERS P EXISTING WATER METER w EXISTING WA TER TL TAX LOT EXISTING STORMWATER - ° 2q, SAN EXISTING SANITARY WATER BELOW PIPE BELL OHP EXISTING OVER HEAD POWER TYPICAL JOINT UTILITY TRENCH EXISTING CONTOUR NOT TO SCALE NOTE= �?��a PRO)��, 52996' `7,.-_ OREGON Q ��"RVARY LAN�- EXPIRES: DECEMBER 31, 2011 . •.r s ■ PAVEMENT SECTION l7 4 D fr D � 4 p \ SUBGRADE ' W cr COMPACTED , .. 0 010:0,0 GRANULAR BACKFILL , :00 0 0D �. TELEPHONE /CABLE CONDUITS 2' MIN. BEDDING BELOW PIPE BELL WATER LATERALS TYPICAL JOINT UTILITY TRENCH DETAIL NOT TO SCALE NOTE= I. PIPES WITHIN TRENCHES MAY BE STACKED PROVIDED ALL APPLICABLE CODE PIPE SEPARATIONS ARE MAINTAINED. * MAINTAIN MINIMUM COVER AS REQUIRED BY CODE �?��a PRO)��, 52996' `7,.-_ OREGON Q ��"RVARY LAN�- EXPIRES: DECEMBER 31, 2011 . •.r s ■ GRADING, PAVING AND STORMWATER PLAN FOR 20' PAVING HIA 11'p� T ESTATES PERMEABLE CONCRETE PAVER (AS ' 7' FULL DEPTH CURB PER S*W* 1 Off ` N. . l� . T.17S.,, . . SPECD BY OWNER), WIDTH VARIES 3` 7 3 114., 26., ! oM* CI TY OF SPRINGFIELD STD DWG 3 -5 _ V , z9 SLOPE zx SLOPE SPRINGFIELD., COUNTY, OREGON < 4 THICK COMPACTED BEDDING LAYER �/t f •t¢:c`3. 5 ±: .;l r Y- :•r''.a M J,. i•rt r ,.yt cS " } s:.::•:;:5 *J ~~ -yar; ..., ! / _ `� aYt�Sa .•t: •"::.. Y' q. t..:p. ... • : .>e• ' r +; . .T;. ,,t.. .i;': UG - / , i^� :,. .. . �.r, .: : a : = "' ::1 ,,:' r.i r R, UST 2011 ASTM NO. 8 AGGREGATE. ALSO USE `. �� „ .- ! FOR PAVER OPENINGS. COMPACT , ; , „ . l • PERVIOUS PAVER ,/ \max { `.•.'`\ l \� :r`,y . \�s, Y.<\.r \:\,,S \ \ '; •.w1 4: \'4 1 ';\ `t'`\. r,i: • �i i r.\, f.``�J{�"r:`„ �. /� ,. a! -20' WITH PLATE COMPACTOR (SEE DETAIL THIS SHEET) .o. - ,\.•. :T,'a,',Fti"rnxr.•. >. •?,. r.f'. \r;\r: ^. V6" 1 PERVIOUS PAVER ' THICK (SEE DETAIL THIS SHEET) THICK 3,000 2% COMPACTED « ---, - 12 FIRM COMPACTED CRUSHED ROCK PSI FIELD �... - - - SUBGRADE STRENGTH CONC CR. BASE LIMIT COMPACTED ASTM NO.57 & EXC. LIMIT _ AGGREGATE BASE - 12" (T YP) COMPACTED THICKNESS. COMPACT TYPICAL PRI VA TE STREET SECTION o IN 6' LIFTS TO 919 RELATIVE NOT TO SCALE COMPACTION PER MODIFIED PROCTOR I REMOVABLE \ 711, \ BICYCLE -PROOF GEOTEXTILE FABRIC , OIL & GREASE GRATE ,\ FILTRATION SYSTEM LOCKABLE COVER ST __- s - asT MH NO. 51.38 ST MH ...' COMPACTED SUBGRADE RIM= 451.38 -_ 15 FL (W)=444.57 � : • ~ a . b n - .. • . ,o 21 " FL (S )=444.32 a • ,. 4 e _ .. v ad v m 18" FL (N) =444:50 .P a . V O US' :PA VERS` DE - � 0 4 SITE ER I • - Q 9 NOT TO SCALE 36 -, - -a s RMWA TER �� \\ /� \ / \\ � \ \ •.. .Q - - .. PIPING INSTALLATION OF PERVIOUS PAVERS SHALL / BE IN ACCORDANCE WITH MANUFACTURER'S 24 MIN � �\ ' FERNCO" HUBLESS SPECIFICATIONS AND RECOMMENDATIONS I i // // // a 4/� / \\ 24// --- /\ \/ CONNECTOR \ � ` ._ , oQ ' .. 4. `. • a q. .' .• \�\ �� �� _6" SQ. GREASE TRAP WITH HINGED CLEANOUT LID GIBSON STEEL OR LYNCH UNDISTURBED SOIL OR MANUFACTURED 10 go. STEEL CATCH ENGINEERED FILL BASIN 24'x48" x36" D 3' MINIMUM BEDDING 1 I 2 CHAMBER STEEL CATCH BASIN W,�.�'.LLT.LER NOT TO SCALE \, \5�� CATCH BASIN RIM =448.55 )2 FL (E) =445.45 i C UTIFILL VOLUMES CUT: APPROX 820 CY 1 FILL APPROX 550 CY NET• APPROX 270 CY CUT f %� - .TOTES: �y /1y r \r \, /'X ,, I. PERVIOUS PAVERS SHALL BE DESIGNED AND MAINTAINED IN CONFORMANCE WITH EPA FACTSHEET ` f' \f \/ `•.rJ` \f '\,'4 77/ _-7 '.. ✓ \ /�.! \;/\. � / `� :! \. .,:�t /.. ,;' { ,, ,,• , "-- ._..._ • ✓ \, „ }',,, , \ ,,,% \,; \-; \..r v' '�.'"\...r ` ,, u \.,' '\. \/ "`,,J' \„ `\'' ..r' _: ,: `\! °` - ENTITLED STORMWA TER TECHNOLOGY FACTSHEET: POROUS PAVEMENT". li`a ` 2. THERE SHALL BE A 4' MIN. CLEARANCE FROM BOTTOM OF THEY SYSTEM TO THE WATER TABLE. EXISTING PROPERTY LINE FF 452.0 r \ FF: 452.0 7 �� i 2- CHAMBER STEEL �: ; FF. 452.0 � , : � �- J CATCHBASIN WITH FILTER. ; > ``' 3. PRIOR TO OCCUPANCY, ONE WELLHEAD PROTECTION SIGN SHALL BE PLACED NEAR THE ENTRANCE sTM --- PROPOSED STORM ,t I FF: 452.0 SEE DETAIL THIS SHEET; { C"N AND ONE AT THE END OF THE DRIVEWAY, CONTACT AMY CHINITZ OF S.U.B. (541- 744 -3745) TO PROPOSED FENCE - GRATE: 448,87' ` �' FL: 446.60(E f l� PURCHASE THE SIGNS. - EXISTING CA TCH BASIN ` ) P ROPOSED CURB \ \ r~ EASEMENT 1 y EXISTING SIDEWALK i Y ,> r ELEIF s - _ CONNECT 8 STM LAT TO 21 :�"'° r . ; 4° ° PROPOSED CONCRETE SURFACE 450.02 �t �- ...• - a , ;..,; �. STM MAIN. MATCH CROWNS 8" IE 444.90 ` _ ,.. • • :a 1 +R Y ,. ,y ' :e i * - ' ,:,,: . .. �• ,, . ,t . • . _ .' w ,.. _ �' as • - ' r .. ' i •a ' ' +' ;. ®<•d ` • « `, ..... ,a _a -. � -- �, ,__ _ _.. , -• .m : t - _ : • _- _. ..: �6 • � d b • PROPOSED PERVIOUS C LLi 7�� ri ONCRETE PAVERS �{ CDNC R RIVE "a 8 0 STM 6 gTM ' WELL HEAD PROTECTION SIGN M CO EXISTING STORMWATER ,- �: 5ii.. �7FL:.446.5 , • ., a • . . + . to . y_d,4 ° �ryy ` 7 � g EXISTING CONTOUR so FXT 0. ELEII: C3 t N\1 430.02 �. � . �_ � • , sue: , .y'" r"� `�,j .' j 36' VIN(i ✓ *.. 1 h R WAY �`' :�~ ` };'� D ! Y `�!' .{, 4,50 X" r n ��'\.f \., ,j �. \.; ',.' \ �\.,r\.�' �e.:• �" \� �;/ '�r : \,� ' �. •,,r• L.,` �%, �, �'x:., j:`v;: . t,�/.,f � `�`' \ \t' 450 WELLHEAD P OTECTION SIGN \ Fw LAT' (TYP) "V FF: 452.0 FF: 452.0 ` r IQ FF: 452.0 FF: 452.0 \ \ t >; 0' VACATED RjW, 10 PU , . Ey r P 0 20 .., � F- •�J F�f - ",' r'. /. `� • ',�f f : j� r v 1 • .F 450 4 45n _I Sf - T REMOVE EXISTING EXISTING DRIVEWAY APRON AND 450 C �p ��iO � Branch Engineering, Inc. REPLACE WITH STANDARD CURB AND h ST MH CURB INLET -- `` "' RIM- 450.17 / � � GUTTER SECTION WITH SIDEWALK PER CITY � - TFC= 449.9 ) OF SPRINGFIELD PUBLIC WORKS G,, _ ) 0" FL (W = 443.70 f 10" FL (E)- 447.63 #52996 t' STANDARDS. 3 w 21 FL (5)= 443.27 Headquarters Salem Keizer Office 12" FL (Le)=444.12 9 ..� ----------- 451 :_.. _ _._.._. ___ r... __ - " -_ - o -� 21 FL (-N-)=443.60 310 Fifth Street 4312 Cherry Avenue N.E. .`- ,OREGON � ..� ,�o N N Springfield, Oregon 97477 Salem, Oregon 97303 RUARY 8� ` � � {541 } 746 -0637 (503) 779 -2577 LA .JBranchEngineering. com f.- .. EXPIRES. DECEMBER 31, 2011 Civil • Structures • Transportation • Geotechnical • Surveying 6 ______... _..___.___.___ ___��_�__.____.,_ -.__ __,_::�.._ __m__ .. �-_. �._..�.�__.___.__�....�.,:�_ -., �� -__a �..wm.:_ ._�.�._�� _ m��_...____..._ PROJECT N0. 11-017 TAX MAP 17-- 03-- 26--13, TAX LOT 102 AUG 2 2 2011 ,PAGE 4 OF 6 ,12 71 BUILT-UP COLUMN ALL FOOTINGS TO BEAR 12" M N. BELOW GRADE ON UNDISTURBED SO STONE VENEER BASE FIR 0 IN'T.. E L E, VTI 0 N 9--)CALF: 114" T-0" --, 17 L100-o" F.F.E. D.S. COMP. SHINGLES ON 15# FELT PAPER "Z" FLASHING ,AT ALL EXTERIOR OPENINGS 5/4 X 31/2" CEDAR TRIM SIDE ELEVATION 12 --� 17 3= J BAGK ELEVATION D.S. MAN965-040MI 1-920 HEITZMAN W, EUGENE, OREGON -974 PHONE: (541) 513-27 CELL: (541) 285-5C ,7 CON�ULTANTI-=-. Date Received. AUG 2 2 2011 po. F.• A. SOIL PREPARATION (VERIFY AND PROTECT ALL UTILITIES PRIOR TO AND DURING CONSTRUCTION) LAWN AREAS 5 T AT 1. FINISHED ELEVATION OF SUB -BASE TO BE 8" MINIMUM BEL.OYq FINISHED GRADE. 2 TILL SUB6RADE THOROUGHLY TO A DEPTH OF 6" MiNIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 8" MINIMUM OF SANDY LOAM OVER TILLED SU66RADE. 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 6 -10" MINIMUM. PLANT BEDS 1. FINISHED ELEVATION OF SUB -BA5E TO BE 18" MINIMUM BELOYV FINISHED GRADE: 2. TILL SUBORADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRiOR TO PLACEMENT OF .TOPSOIL. PLANT 9C►HE1:>UL M 3. PLACE 16" MiNIMUM OF TOPSOIL OVER TILLED 5UB6RADE. ADD 4" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 L.BS. PER 1000 SF. ROTO -TILL TO A DEPTH OF 8" MINIMUM, KEY OTY. E30TANICAL NAME COMMG7%I NAME 7FMIN. SIZE COMMENTS 4: PROVIDE 5" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. B. PLANT MATERIAL TRH AB* 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. A Trident Maple 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 1 G. SEEDING Acer circinatum Vine Maple L APPLY SEED AT RATES SPECIFIED BY MANUFACTURER. multi -stem, B4B CGF 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEEDED AREA THROUGH ESTABLISHMENT. Cercis canadensis 'Forest Pans VI Forest Pansy Red bud 3. RE -SEED ANY AREAS AS NECESSARY TO ACHIEVE FULL HEALTHY TURF. single stem, BBB, matching, full D. TREE PROTECTION Cornus kousa 'Satomi' 54tomi Dogwood 1. PROTECT ROOT ZONE OF, EXISTING TREES TO REMAIN. single stem, BBB, matching, full FCC 2. GUT NO ROOT LAR6ER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. P rus caller ana 'Chanticleer' Chanticleer Pear 5. PROVIDE PROTECTIVE FENCING AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN. single stem. B4B, matchin g. full IRRI(SATION SYSTEM REMIR.EMENTS 1 1. VERIFY LOCATIONS AND PROTECT ALL UTILITIES, PRIOR TO AND DURING CONSTRUCTION. Ix cal. 2. IRRIGATION D15TRIBUTION COVERAGE TO BE HEAD TO HEAD. 10 3. SYSTEM TO BE OPERATED AUTOMATICALLY. CONTROLLER TO BE RAINBIRD ESP OR APPROVED. CONTRACTOR 5 gal. matching. ull TO COORDINATE CONTROLLER LOCATION }NITH OWNER. t 4. CONTRACTOR TO VERIFY METER LOCATION AND SIZE W1TH OWNER. COORDINATE IRRIGATION SYSTEM POINT OF 1 matching, full CONNECTION WITH OWNER. 60 5. BACKFLON PREVENTER TO BE YVILKINS 950 -XLT OR APPROVED; LOCATED ABOVE GRADE IN APPROVED Al matching. full ENCLOSURE. 20 6. DE516N HEAD LAYOUT TO MINIMIZE OVERSPRAY ONTO PAVED AREAS AND TO PREVENT OVERSPRAY ONTO 1 gal matching, full BUILDiN65; 11 -1. PROVIDE SEPARATE ZONES FOR NE AND SW EXPOSURE5. 5 gal. 8. PROVIDE 16" MIN. COVER OVER ALL MAiN LINES AND 15" COVER OVER ALL LATERAL LINES. 14 9. INSTALL INVERTED VALVE BOX SUMP UNDER EACH AUTOMATIC CONTROL VALVE. VALVE BOX HOLES TO BE 3 gal. matching, full LINED NITH FILTER FABRIC. & 10. INSTALL ISOLATION GATE VALVE BEFORE EACH AUTOMATIC CONTROL VALVE. (NIBCO T -115 OR APPROVED) 5 gal. 11. INSTALL MANUAL, BRONZE DRAIN VALVES AT MAIN LINE LOW POINTS. /_A 12. 15. CONTROL WIRES TO BE 14 GAUGE 51N6LE STRAND. PROVIDE ONE SPARE HIRE TO EACH VALVE LOCATION. PROVIDE 3" SAND BEDDING BELOW ALL PIPES. �' 14. MAIN LiNE PIPING TO BE SCHEDULE 40 PVC. 0 15. LATERAL LINE PIPING TO BE CLA55 200 PVC. 3 gal. AB* Is Acer buer Branum Trident Maple 2" cal. sin le stem, BBB, matching, full AC 5 Acer circinatum Vine Maple 6' ht. multi -stem, B4B CGF 16 Cercis canadensis 'Forest Pans VI Forest Pansy Red bud 7 ht. single stem, BBB, matching, full CKS , 4 Cornus kousa 'Satomi' 54tomi Dogwood 6' ht. single stem, BBB, matching, full FCC 21 P rus caller ana 'Chanticleer' Chanticleer Pear 2" cal. single stem. B4B, matchin g. full Z5 1 Zeikova serrata Village Green' lVillage Breen Zelkova Ix cal. Matching, limbed up to approx. b ft. cSHRUE3 AMD 29 Azalea 'Mother's Day' Mothers V22 Azalea 3 gal. matching, full AUC 4 Arbutus unedo 'Com acts' Strawberry Tree 5 gal. matching. full BTC 16 Berberis thunber ii 'Crimson flygm ' Dwarf Japanese Barberry 3 gal. matching, full BM 28 Buxus micro h Ila 'Japonica' Japanese Boxwood 1 gal. matching, full EAC 8 Euon mus alata 'Corn acta' Compact Burning Bush 5 gal matching, full ICC 40 lilex crenata 'Com acts' Japanese Holly3 ai. matching, full NDL 10 1 Nandina domestica 'Lemon Hill' Lemon Hill Nandina 5 gal. matching. ull PFF 6 Pieris Forest Flame' Forest Flame Pieris 5 gal. matching, full PLO 60 Prunus laurocerasus 'Otto Lu ken' Otto Lu ken English Laurel 3 gal, matching. full PM 20 Poi stichum. munitum word Fern 1 gal matching, full RAK 11 Rhododendron 'Anah Krusche' Anah Krusche Rhododendron 5 gal. matching, full ROB., 14 Rhododendron 'Bow Bells' Bow Bells Rhododendron 3 gal. matching, full RU & Rhododendron 'unique, Unique Rhododendron 5 gal. matching. full R6YV 4 Rhododendron 'comer Waterer' Comer Naterer Rhododendron 5 gal. matching, full SKJ 12 Skimmia japonica Japanese Skimmia 3 gal. 4iroup one male with two females 56F 12 iraea 'a onlca 'Goldflame` 6oldflame 5 lraea 3 gal. matching, full VD 128 Viburnum davidii David Viburnum 5 gal. matching, full 16. ALL PIPING BENEATH PAVED SURFACES TO BE IN 5LEEVIN6 (SCHEDULE 40 PVC. SIZE AS REQUIRED- 4" MIN.). GROUNL?CsOVER�,. AND PERENNIALS 17. MINIMUM PIPE SIZE 5/4 ". 18. CONTRACTOR TO PROVIDE OYVNER KITH OPERATION AND MAINTENANCE INSTRUCTIONS FOR SYSTEM. d 19. CONTRACTOR TO PROVIDE OWNER KITH WRITTEN OPERATION SCHEDULE FOR SUN AND SHADE ZONES FOR 3 SEASONS AND iN5TRUCT OMER'S REPRESENTATIVE ON SYSTEM OPERATION AND MAINTENANCE. Q 20. CONTRACTOR TO PROVIDE LAMINATED, REDUCTION OF IRRIGATION PLAN INSIDE CONTROLLER CABINET WHICH IDENTIFIES ZONES, 21. CONTRACTOR TO PROVIDE ONE SEASONAL SHUTDOWN AND START UP FOR SYSTEM. 22. HAND TRENCH WITHIN CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN. ALL IRRIGATION TRENCHING NITHIN HSO 54 Hemoracaliis 'Stella D' Oro' Stella D' Oro Daylily 1 0al. matchin , full LM 52 Uriope muscari B'r Blue UIR Turf 1 ejal. matchin , full 20" c.c. NK '75 Narcissus 'King Alfred' King Alfred Daffodil bulb matching, full RC 24" o.c. Rubus cal cinoides 'Emerald Carpet' Emerald Carpet Rubus 4" ots matchin , full SHH 24" o.c. Sarcococca hookerana humilis I 5arcococca 1 gal. matchin ,full CRITICAL ROOT ZONE OF EXISTING TREES TO BE RADIAL TOWARD TREE TO MINIMIZE ROOT IMPACTS. " SELECTED FROM CITY'S APPROVED L15T FOR STREET TREES UNDER POWER LINES d i PLANTINtS LrMGFEN=� O TREE av MULCH (:.IRCLE) c��3SHRUBS (SROUNDCOVER PERENNIALS LYNN u tt i 1 �d tk C 3 T d d lu u Uj ft/ TYPICAL. TREE F'L.ANTINO LA -1 SECTION ADJACENT BUILDIN6 OR EDGE OF PLANT BED n +e � SPECIFIED � _ ♦ f SPAGIhiG 'D" • • e SPACING V" ROYNI "A" 5PACING "D" ROW "Ac" 3" O.G. 2.6" 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.8" 9" O.G. -1.8" 30,10-0. 26.0" 12" O.G. 10.4" 36" O.G. 30.0" 15" C.G. 13.0" 48" O.G. 41.5" (SROUNPCOVER, SPACING DIA&RAM LA -1 PLAN NTS - 3" MULCH (TAPERS TO 1" AT SIDEWALK) q„ --- FINISHED GRADE 111 11 Vill III I III m 1 PLANTING SOIL t I (SEE SPECIFICATIONS ' FOR DEPTH) t . - r- NOTE --- FINISHED GRADE, UNLESS INDICATED OTHERWISE, 15 COMPRI5EP OF A HORIZONTAL PLANE 3" ABOVE THE ADJACENT PAVING HI6HEST ADJACENT EDGE. PLANT E3Er,> EPOE AT PAVEMENT GUY WIRE i jW& ■%bar a a R 16 %0 ® 7 STAKES AS SPECIFIED - EVENLY SPACED 474 Willamette Street (2) EACH ORNAMENTAL/CONIFER TREE Suite 305 (3) EACH SHADE TREE Eugene, Oregon 97401 REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL P 541.583.5803 MULCH AS SPECIFIED (2" CLEAR AT TRUNK) F 541.683.8183 www.DLAdesign.com PLANTING SOIL CSI S T L 278! SUB 6R.ADE David J. Dough y [--t COMPACTED TOPSOIL (BELOW ROOT BALL5 ONLY) ,OREGON O SCALE: 1/2"=V-0" CLIENT: Michael Hiatt Phone; 541 -485 -0219 E -mail: LA -1 SECTION SCALE: 1" = 1'-0" til ~stlaz s d - VU REMOVE ALL BINDINGS Z Lq T AND BURLAP FROM ENTIRE ROOT BALL - MULCH AS SPECIFIED (2" z CLEAR AT TRUNK) cn PLANTING SOiL WITH SPECIFIED FERTILIZER i13 AND AMENDMENTS COMPACTED TOPSOIL _Uj (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE 2 x ROOTBALL DIAMETER - MIN. r- 4 TYPICAL_ SI�RUB F'L.,NTiN LA -1 SECTION SCALE: 1/2" = 1'-0 LANDSCAPE, PLAN-, 0 2 5 10 20 40 SCALE: 1" = 10' -0" NORTH Date: 3- X16-11 Drawn By: EP Checked By: DJO