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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/11/2016PVT. JOINT - ACC.OINT- ACC. ESMT. TLI 4301 TL 4400 LDR TL 5000 LIT ASSESSORS MAP #17-02-30 44 TAX LOT 100 EXISTING PRIVATE EIRE HYDRANT SITE MODIFICATION J. P. HAMMER INDUSTRIAL PARK LOT 2 S.E.1 /4 S.E.1 /4 SEC.30, T.17S. R.2 W.,W.M. SPRINGFIELD, LANE COUNTY, OREGON APPLICANT f OWNER ACR PROPERTIES, L.L.C. JOHN HAMMER 555 LINCOLN ST. EUGENE, OR. 97401 PHONE: (541) 683-1166 PROJECT COORDINATOR ENGINEER / SURVEYOR \ OLSON & MORRIS 386 Q STREET \ SPRINGFIELD, OREGON 97477 PHONE: (541) 302-9790 AX: (541) 485-3253 \ \ HI MAP 17-02-31 GEOTECHNICAL PROFESSIONAL GEOSCIENCE, INC. P.O. BOX 2238 EUGENE, OR. 97402 PHONE: (541) 607-5700 ' PUBLIC WETLAND "NANCE EASEMENT o cpO 9 rr rr r rr rr V1L11Vl'll MAY NOTES: NTS 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND 41039C1162 F AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500—YEAR FLOOD PLAIN. 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL (HI). 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C5. PRIVATE UTILITIES (ELECTRIC, PHONE, NATURAL GAS & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY FRANCHISE UTILITY PROVIDERS. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK AT THE 1/2 DELTA OF THE CURB RETURN AT THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION = 482.22. THERE ARE NO LTD FACILITIES NEAR THE SITE. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX, WITH SLIGHT EROSION FACTOR. 9. 1200 C AND LDAP FOR LOT 2 COVERED UNDER ACR INDUSTRIAL STORAGE. 10' PRIVATE, STORM DRAT N EASEMENT \\>,— PRIVATE LEGEND UTIL EXISTING UTILITIES (I.E. TV, PHONE, ELE & GAS) --- — EXISTING CULVERT 0 Q EXISTING WATER LINE 12"W C C] EXISTING WATER METER & EXISTING WATER VALVE tiYo EXISTING FIRE HYDRANT *-8"WW — EXISTING WASTEWATER SYSTEM ST 24"SD --- — EXISTING STORM DRAINAGE SYSTEM oo UD ry EXISTING CLEANOUT 00 EXISTING AREA DRAIN 0 EXISTING CURB INLET cl) EXISTING STREET LIGHT o M EXISTING TV PEDESTAL OQ ® EXISTING TELEPHONE PEDESTAL r- X a O Q EXISTING ELECTRICAL VAULT \ ❑ EXISTING GAS RISER _ EXISTING GAS VALVE EXISTING STREET TREE HI HEAVY INDUSTRIAL \ LDR LOW DENSITY RESIDENTIAL SHEET INDEX 200 \ Cl. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN C3. SITE GRADING PLAN C4. SITE PAVING & LIGHTING PLAN C5. WASTEWATER/WATER PLAN C6. STORM DRAINAGE PLAN C7. CIVIL DETAILS C8. CIVIL DETAILS C9. CIVIL DETAILS C10. CIVIL DETAILS LA -1. PLANTING PLAN LA -2. SWALE PLANTING PLAN LA -3. PLANTING DETAILS A6.1. BUILDING ELEVATIONS b 0 M 0 'b �w�23 C> E r o � U 5:3, o � oow0' r') z QE CD co 0 O rd 0 Ct 0 Q C N o �n N .7- oo UD ry C 00 co ° eJ C cl) N o OQ al W r- z a O Q 0 O rd SHEET cl of 10 n[c, L✓P ew' � a 0 0 o �n N .7- oo r- 00 N o OQ al W r- z a a Q LLJ o w Q Q > > tc7 W a W W W SHEET cl of 10 n[c, L✓P ew' � a N .7- r- 00 W z o LLJ LuF- > m _ N SHEET cl of 10 n[c, L✓P ew' � a SITE DATA: NOTE: TOTAL SITE AREA = 184,259 SQ. FT. (4.23 AC) 1. LOADING DOCK TO BE COVERED, FENCED AND TOTAL DEVELOPMENT AREA = 66,267 SQ. FT. (1.52 AC) HYDRAULICALLY ISOLATED, SEE SHEET C5 FOR DRAINAGE OF LANDSCAPE AREA = 14,170 SQ. FT. (21.38%) THIS AREA. IMPERVIOUS AREA = 36,517 SQ. FT. (54.16%) 0 BUILDING AREA = 16,200 SQ. FT. (24.45%) 2, ROOF TO EXTEND 3' WEST OF DOCK LANDING. TOTAL PARKING REQUIRED = 32 SPACES (1/500 SF) 3. AREA DRAINS FOR INDIVIDUAL UNITS WILL BE PROVIDED TOTAL PROVIDED = 39 SPACES AND INTERNALLY CONNECTED TO THE WASTEWATER SYSTEM. HANDICAP SPACES REQUIRED = 2 ,PROPOSED SWALE?f HANDICAP SPACES PROVIDED = 2 on BICYCLE PARKING REQUIRED = 5 (1/3000 SF) 75% SHORT TERM 25% LONG TERM BICYCLE PARKING PROVIDED = 5 (4 SHORT TERM, 1 -'- 75.22' � ` LONG TERM) EXISTING N PEDESTAL i g.: `pq. �k- # TL 1600 MAP #17-02-32 22 f t \� LOT 14 OF ✓ ..--' XyM _, HAMMER INDUSTRIAL PARK b w - _..,.. _.._ EX. 10' X 20' P.U.E. _- � A EXISTING RETAINING 1 WALL I AAr -' EX. BUILDING R=37.00 '� R=35.00' - R=8.00 EXISTING FIRE a } , ; 97.57 1 z AVA HYDRANT° ++ N ' s x > e •' .4 1 R=5.00 , \ 4. ' •� � � ' � . t � O �_ I p R=8.00' {' t l� o' ` 4 SHORT TERM L # ` t '� r ' n i > •` BICYCLE SPACES # - �t r.��.:' R=5.00'- . LONG TERM PARKING SHALL BE INSIDE ' ° ` BUILDING I ME UTIL EXISTINGUTILITIES (I.E. TV, PHONE, ELE FO EXISTING CURB INLET {PROPOSED & GAS) p o 0 BUILDING !SWALE CONSTRUCTED 18'50'] ,. O EXISTING STREET LIGHT AS PART OF ACR � t' r. ---� EXISTING! CULVERT STORAGE ,PROPOSED SWALE?f N #I on PROPOSED PARKING LIGHTING 12"W EXISTING' WATER LINE • w -'- 75.22' � ` I � if EXISTING N PEDESTAL i g.: `pq. D EXISTING'. WATER METER �' _ f 26.00' # 24.00' + r : , . . r., q •:• , . . © EXISTING TELEPHONE PEDESTAL ° LO:om 3 ® EXISTING' WATER VALVE R=10.00' zoi-Nw F �� 00ING 3 ZO N. LOADIVC 3 W EXISTING ELECTRICAL VAULT tiYa EXISTING FIRE HYDRANT [-G] EXISTING GAS RISER ��IV'--8"WW — EXISTING WASTEWATER SYSTEM EXISTING GAS VALVE ST 24"SD -- EXISTING STORM DRAINAGE SYSTEM% -® ` w w w EXISTING STREET TREE EXISTING CLEANOUT ' i{ i EXISTING i TL 1700 MAP #17-02-32 22 20.00' LOT 1 OF P.U.E. HAMMER INDUSTRIAL PARK O EXISTING FIRE HYDRANT 0 oi I # F7, r,7 r" �€ 1 { O�t O Eh #I � �f` � t ' � lj7r # a--- ; ' # .-- {#�i t € f #. # i�l; r--• t a--• J { R? # 0 3 : f i i t . N N itr i Iti£< �i� 2: 3�{ < ilf N €JJj M t`�£ �t € r t , , I EMERGENCY ACCESS_ ;' 1 r`It �';' �<#I€ �'{; �'r; N"r �# O:f` f zI I I tll Il�-I NII,; NFt�f II IIT ;f f �# IIff �-{{ n { �? j FOR ACR STORAGE 1 M Lt f�ft`t � ^.--'v---.�..� W :.. .� � ._ a j,_,-...,_.. f K{ ;� # F t •£ �1 EX. CHAIR f { + o Iq 30.50'---r + SWALE CONSTRUCTED AS PART OF ACR STORAGE SWALE CONSTRUCTED AS PART OF ACR STORAGE 5.00' y �. 0. 00' N Q Looig f Z01L PRIVATE FIRE HYDRANT R=5.00' PROPOSED TRASH ENCLOSURE 1 9 9' t� I t 00 tO f O i" f 1: r 00€ � r #'Nir+"� #t# #� t # €t L0 j{ ,� tI�£ f ao OI } O+ N op.r Li 0 I # # i III fjjt ail � # # .1 ` t ; f S ' s � t € j��r �� f��s fttl fi(Ijr(j� ^�rr,'# i N•� � t t #{ � 4 co # O t O ......�..,.... �._. f ~" "X---- ---- __ PRIVATE FIRE --� -_ ------,.,HYDRANT I, F-- i,,,- F -- r - -- ---- O00 n 1## If; Il€ pjt its'#CD#� # N ^t(O 1�r �f£ `Oit i' �t;`€fes �# N# p/� � !; � #} # f�t# .�'f �" €t ddl t1;# t� } i)(t it t fl. i f t l; ?itt t t . �� f . , 'jjjj' ' (Et f� jt f F- ... ,. f tlliff # (+t !�I 00 #f, C*i €j{t�,�f#fJr;{l f, X—�._0 t illi i� €!�# t (t {r f SII f ;�t s tF NFlo M s { ��00 ! 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F f ; # j(I , r •-- �� .,._, f�i ^ €�t# �- #jiif � ' l C� ' jji�� 3{ # ri s ...t'!; fjf �'� n #� �, :�k t!: €! f`s j(t 7 I, Lau l k °p r t rn tl't 1 N __ I CN ( J I L. ; # N r € N f N €�#t N N i'� 1 i 0O #' i N off N' t II #I� jj� �, j{ L'JN M r7 fl[t rN� ft _t�} eft co tt t , sr P M O f r _ TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK SETBACK 10 X i PRIVATE ILROAD SP EASEMENT TI D %J ln-DA->-O JoVth H�'�v�er� ,\ o E -R=561.00' {PROPOSED ,' ..` p o 0 BUILDING !SWALE CONSTRUCTED 18'50'] ,. O 16.200 SF AS PART OF ACR � t' r. z STORAGE ,PROPOSED SWALE?f N #I 0 • w -'- 75.22' � ` I � if �-`- .`_` . � i i g.: `pq. R=5.00' g `�;": , .. " , ' �' _ f 26.00' # 24.00' + r : , . . r., q •:• , . . Z + ° LO:om 3 — , .... . R=10.00' zoi-Nw F �� 00ING 3 ZO N. LOADIVC 3 + o Iq 30.50'---r + SWALE CONSTRUCTED AS PART OF ACR STORAGE SWALE CONSTRUCTED AS PART OF ACR STORAGE 5.00' y �. 0. 00' N Q Looig f Z01L PRIVATE FIRE HYDRANT R=5.00' PROPOSED TRASH ENCLOSURE 1 9 9' t� I t 00 tO f O i" f 1: r 00€ � r #'Nir+"� #t# #� t # €t L0 j{ ,� tI�£ f ao OI } O+ N op.r Li 0 I # # i III fjjt ail � # # .1 ` t ; f S ' s � t € j��r �� f��s fttl fi(Ijr(j� ^�rr,'# i N•� � t t #{ � 4 co # O t O ......�..,.... �._. f ~" "X---- ---- __ PRIVATE FIRE --� -_ ------,.,HYDRANT I, F-- i,,,- F -- r - -- ---- O00 n 1## If; Il€ pjt its'#CD#� # N ^t(O 1�r �f£ `Oit i' �t;`€fes �# N# p/� � !; � #} # f�t# .�'f �" €t ddl t1;# t� } i)(t it t fl. i f t l; ?itt t t . �� f . , 'jjjj' ' (Et f� jt f F- ... ,. f tlliff # (+t !�I 00 #f, C*i €j{t�,�f#fJr;{l f, X—�._0 t illi i� €!�# t (t {r f SII f ;�t s tF NFlo M s { ��00 ! N # ( ..,.I t". .......J i € ! { `+ / # : .+ I IGG ,•�i :i t,f j t! j, -- I l ii < � f[ L f}' 'f t� jjf€ ��1; _� a'F � ��jp: r ---.`._ .._.._..,,_,.� ----------.,� "--•---'._ "-.....-......� € t alt t � 3 F '_"'—^---•._ "'-----m.."."_"""",---..,..w. �--_... ' M # f i (p it f _ if+jjtij€ t,JJttttjj��I i(jjj!+'}J/(i !7 {� #�t' ��li #f f€ ?�f € t 3 t # i L t + € t�� }�s #' } € (>-"'-�.� ",-...._. { "a.«. fjt•-- �# f„ ---- " #�t: N #i(j � if #` �}' €s s =� `€ ff 3' f ; t f s 3�� #�{ t�� #�� tf fs t � it t � i ( #� � y f t f�i? mm (` �) f �� { ... �� ._....�".._..•_._ #, 1I €II � SII ^ it � fj1{ � r � �� } f ^• t f "F } .7 t�� � f N 3 ff f". F f ; # j(I , r •-- �� .,._, f�i ^ €�t# �- #jiif � ' l C� ' jji�� 3{ # ri s ...t'!; fjf �'� n #� �, :�k t!: €! f`s j(t 7 I, Lau l k °p r t rn tl't 1 N __ I CN ( J I L. ; # N r € N f N €�#t N N i'� 1 i 0O #' i N off N' t II #I� jj� �, j{ L'JN M r7 fl[t rN� ft _t�} eft co tt t , sr P M O f r _ TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK SETBACK 10 X i PRIVATE ILROAD SP EASEMENT TI D %J ln-DA->-O JoVth H�'�v�er� SHEET C2 of 10 ,\ o E `-' D A 0 p o 0 Or E V1 O L`C_i y z Z 0 Nacn N SHEET C2 of 10 `-' D A 0 SHEET C2 of 10 0 N 0 n Z nJ O W O N w a, w w w A a SHEET C2 of 10 N n Z O W w a, w w w A a U SHEET C2 of 10 TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK CD c) Lj C-4 a: -01-0 476.97 477.57 EX. 10' X1/20' P -L --AG ------ GB,- - A 475.28 477.08 T TOP V3' BREAK IN CURB 2,007o/ OR DRAINAGE 476.28 S=0.507. ---,Z,475.28 477.99 "S=O 5-07. 477.57 TOP.28 477.99 RG 1 474.2 FLS _G_RATE 4.58 475.28 RAMP @ TOP 3.44% l 475 .78 BW 475.78 475.8A 31 TOP BREAK IN CURB- -L-L _T_T FOR DRAI AGE RG 2 474.87 FLS GRATE475.17475.17 47587 3' BREAK IN CURB --k 77 '7117,�� ,476.58 _ ___476. AC/CONC. n GB AC 477.5 PROPOSED FLOW DIRECTION S=0.40% AC ' ti AC ASPHALT ELEVATION O S=2. %, I BACK OF WALK EX. 10' X Wc- CONCRETE ELEVATION 150' PRIVATE 475.28 AILROAD SPUR EX TC EXISTING TOP OF CURB TOP 4 7.66 AC 477.99 AC/CONC. 47,i7-.99'-- 477.97 FLS FLOW LINE OF SWALE A,/CONC. 478.44 Ac 1477.43 476.71 AC/CONC. AC 7 /1PROPOSED C 476.87 BUILDING CON. AC FFE=478.14 I X5.87 -4 477.76 GRATE FOP -4Z7.38 jr AC 477.99AC/CONi 47' AC 477.99 478.12 GB I . AC/CQ�C. AC/CONC. 475.87 ---Top LoafNG 476.a7 I �/VG AC 770* 477.76 ZONE LaiDl.vo AC / LOAD ],% FOR DRAI AGE 477.97 ' f AC 9 tol EXISTING 20.00' P.U.E. TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK I X I X I p C) Lo ti "i i , ' f q I - ' ['Ill 00 c"04. (Z' PKC�! C'4 C'q F F \477.86 fj GB 474.66 FLS co 4n all 0) 100, M tmN 0310) 1o)ju')lro' (m M Co. 5 Vii00 C'q j, 6' 477 SWALE jr- R if C.0 II IIIco to _c14 rcD"" r" 478. 116 S=O 507. co 1 00 fj[�' c', n AC GB 477.2 C co it 111 1!" 11 ill lit" "I'll'i il fl EX. 6200 ROW EX. 40.00 ROAD if 474.97 Ill BW _j 474.95 Li if J EX AC Ih�' Pli X �f t � II I I� 4 477.45 AL; co� A 477.89 477.30 co if u') f S 478.09 GRATE I �.50�7. 7 1-. FLS AC AC 11- JiL AC 47 3 A 477189 478.21 A-1 L;_ - To 7 < 478 3 476.31 , AC �ij IIIIi, AU EX AC 476.93 ni C, 477.86\ co EX AC �78.21 EX CONC J, L -4/7 'o00 Lo U-) toco 78.21 473-89 1 lx FLS T I If C='i to v Jil 2 CN L_j i f L j le 100 Lo f1v C,4 L 475. 0c) 477 - - ----- !j i i, 'l ") n n TD 'f' J Co Jill LA I 475.13 if EX BWc--, co Q W c/) EX. TL 200 10.00 MAP #17-02-31 11 P.U.E. LOT 3 OF HAMMER INDUSTRIAL PARK LEGEND 0 PROPOSED AREA DRAIN [E) PROPOSED CATCH BASIN NOTE: 1. 1/4" DROP FROM FINISH FLOOR ELEVATION ASSUMED AT ALL u DOORWAYS. 2. ALL SIDEWALKS AROUND BUILDING, ADA PARKING SPACES AND ADA u ISLES SHALL BE LESS THAN 2% SLOPE IN ALL DIRECTIONS. ADA CROSSING AT NORTH END OF SITE SHALL BE LESS THAN 8% SLOPE. 3. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY ALL QUANTITIES. CUT = 343 CU. YD. FILL = 1723 CU. YD. NET FILL = 1380 CU. YD. O cl) EX. 75.001 RR ROW nif- (ION I Fy 0 ? t oo -OX40 �i� elm MAw aloin john 6f GRADING LEGEND PROPOSED FLOW DIRECTION S=0.40% PROPOSED SLOPE AC ASPHALT ELEVATION O BW BACK OF WALK EX. 10' X CONC CONCRETE ELEVATION 150' PRIVATE E: 0 AILROAD SPUR EX TC EXISTING TOP OF CURB EASEMENT FIFE FINISHED FLOOR ELEVATION FLS FLOW LINE OF SWALE GRATE ELEVATION OF CATCH BASIN GRATE TD TRENCH DRAIN O VG VALLEY GUTTER ELEVATION NOTE: 1. 1/4" DROP FROM FINISH FLOOR ELEVATION ASSUMED AT ALL u DOORWAYS. 2. ALL SIDEWALKS AROUND BUILDING, ADA PARKING SPACES AND ADA u ISLES SHALL BE LESS THAN 2% SLOPE IN ALL DIRECTIONS. ADA CROSSING AT NORTH END OF SITE SHALL BE LESS THAN 8% SLOPE. 3. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY ALL QUANTITIES. CUT = 343 CU. YD. FILL = 1723 CU. YD. NET FILL = 1380 CU. YD. O cl) EX. 75.001 RR ROW nif- (ION I Fy 0 ? t oo -OX40 �i� elm MAw aloin john 6f SHEET C3 of 10 Aijel, fyvl c::' rn C" cc ,§ r CL V) O C), E COD (=> r E: 0 C -D CD CL SHEET C3 of 10 Aijel, fyvl O CL SHEET C3 of 10 Aijel, fyvl O 'ZI Lo z > > > w w w 0 14 w w u SHEET C3 of 10 Aijel, fyvl Ft le, Dpy t11P211v-D�10 John - �')"�r.;aw i �,.:: f �� �.Y.,s,4kr,.;• '�ar,4. i LEGEND X UTIL EXISTING UTILITIES (I.E. TV, PHONE, ELE � & GAS) x #- - --- EXISTING CULVERT o 12"W EXISTING WATER LINE 0 EXISTING WATER METER J TIE INTO EXISTING # CHAIN LINK FENCE Q EXISTING WATER VALVE f I EXISTING FIRE HYDRANT tiYo EX. 10' X 150' PRIVATE fflV%`-------8"WW -- - EXISTING WASTEWATER SYSTEM RAILROAD SPUR EASEMENT ST 24"SD - EXISTING STORM DRAINAGE SYSTEM EXISTING CLEANOUT A Lo 0 ® EXISTING CURB INLET ,.� EXISTING STREET LIGHT 14 90 PROPOSED SITE LIGHTING N Q EXISTING TV PEDESTAL t1l CQ sYl EXISTING TELEPHONE PEDESTAL U h z EXISTING ELECTRICAL VAULT Z3 0 EXISTING GAS RISER a Q EXISTING GAS VALVE rl o (-,J EXISTING STREET TREE w Q PAVING NOTES { 1. CONST STD. CURB & GUTTER PER DETAIL. REFER TO SHEET C7. 2. CONST VALLEY GUTTER PER DETAIL. REFER TO SHEET C7. 3. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C7. co 4. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C8. 15. CONST 4" AC OVER 2" 3/4"-0" CRUSHED ROCK OVER 10" CRUSHED CONCRETE. 41. CONST 4" CONCRETE OVER 2" CRUSHED ROCK AS PER DETAIL. REFER TO SHEET C10. 42. CONST 6" REINFORCED CONCRETE OVER 2" CRUSHED ROCK W/#4 w REBAR 12" O.C. BOTH DIRECTIONS. 90. PAINT DISABLED PERSON SPACE AS PER DETAIL. REFER TO SHEET C9. 91. PAINT LOADING ZONE AREA PER DETAIL. REFER TO SHEET C9. 100. INSTALL WALL MOUNTED DISABLED PERSON SIGN AS PER j DETAIL. REFER TO SHEET C-7. r 101. INSTALL WALL MOUNTED DISABLED PERSON W/VAN ACCESSIBLE SIGN AS PER DETAIL. REFER TO SHEET C-7. 102. CONST PROTECTION CABLE SYSTEM PER DETAIL. REFER TO SHEET C7. 103. CONST RAILING PER DETAIL. REFER TO SHEET C8. NOTES: 1. ALL PARKING SPACES ARE TO BE PERMANENTLY MARKED W/4" TRAFFIC a WHITE PAINT. ' 2. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY EX. j AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL �`- -'- 75.00' --- ..� VERIFY ALL QUANTITIES. RR ROW cn 3. RETAINING WALL TO BE DESIGNED BY A LICENSED STRUCTURAL w ENGINEER DURING BUILDING PERMIT PROCESS. LIGHTING NOTES: 1. TRW1 WALL PACKS WILL BE PLACED AROUND THE BUILDING WITH A MOUNTING HEIGHT OF 15' ABOVE PAVED SURFACE. SEE FIXTURE DETAIL ON SHEET C8. 2. POLE LIGHTING WILL BE PROVIDED IN THE LOCATIONS SHOWN. CSX -2 LED FIXTURES WILL BE MOUNTED 20' ABOVE PAVED SURFACES AND PLACED ON FIBERGLASS POLES. SEE DETAIL ON SHEET C7. 3. ELECTRICAL DISTRIBUTION PLAN FOR POLE LIGHTING TO BE DESIGNED BY A LICENSED ELECTRICIAN DURING THE BUILDING PERMIT PROCESS. 4. SEE PHOTOMETRIC ANALYSIS FOR LIGHT LEVEL DETAILS ON SITE. Ft le, Dpy t11P211v-D�10 John - �')"�r.;aw i �,.:: f �� �.Y.,s,4kr,.;• '�ar,4. .$�t'��:,:S��i 44T,,'i'aT J�P'�a'i�,. 0 � 0 � o Lo N p t1l CQ sYl h z N w Q o w Q w w Q a w U cn w w c D o �; EX. 10' X 20' P.U.E. Y " i Sit\j\i\ j t i i Vk i Y _ t� i t t t l If i 1 i EX. DETENTION FACILITY Iif 147 LF N ...............................a.............................._ I [[ I I 510 6" FL IN (S)=470.01 8" FL IN (E)=470.02 8" FL OUT (W)=469.97 RIM ELEV.=475.07 POTENTIAL LOCATION FOR DRY UTILITY FACILITIES lu LQ 209 250 2"W 519 p 8"WW co �t 1 281 86 LF S=0.40% i EX. 62.00' ' j LI ROW rn POTENTIAL -{-j� EX IRRIGATION ----- # 40.00' ,, METER LOCATION ( OADWAY 509 530 531 I II rWb _ C> t W f (t f I ' < jj Yr t oa vw 1-- LLJ z V) EX. w - w Ifsc i 10.00, I P.U.E. TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK UTIL POTENTIAL LOCATION FOR ELEC, PHONE, CABLE & - " FL 6 6" FL GAS METERS 250 ,. r f Ii "FL=473.44 & GAS) ri 514.201 _ ?ATE=F-8.-0_ - EXISTING WASTEWATER SYSTEM f 27812LF } S=2.00% - <, r 4"FL=473.30 I{ 251 GRATE=474.00 I PROPOSED12 LF :a g BUILDING ' 278 S=2.00% a ST----24"SD 66 LF FFE=478.14 280 S=1.00% m. 93 LF 503 55 LF 250 6" FL= 1 r►:o �=1.00% 472.54 p 280 . 9 66 LFA' r 280 EXISTING CLEANOUT 12"W EXISTING WATER LINE ZO L0ADI,% 1 8 LF 503 Z01'F, G0,1Dig ZOtiE 8" FL= 25Q co W1..5� 0 EXISTING CURB INLET c 536 8"WW 2F, c 47 .24 86 L S-0. 0% 281 86 IF 40 2 1 S 0. 8» 251 TVGRATE=478.07 14ow UTIL EXISTING UTILITIES (I.E. TV, PHONE, ELE to a r C) & GAS) *W --8"WW - EXISTING WASTEWATER SYSTEM UTIL - PROPOSED UTILITIES (I.E. TV, PHONE, ELE , ""6"WW PROPOSED WASTEWATER SYSTEM M u -O & GAS) ST----24"SD z w® Z 0 EXISTING STORM DRAINAGE SYSTEM U)0 EXISTING CULVERT C) EXISTING CLEANOUT 12"W EXISTING WATER LINE N 0 EXISTING CURB INLET 611W PROPOSED WATER LINE 0.1 Ra z a 4�- EXISTING STREET LIGHT [W EXISTING WATER METER W M EXISTING TV PEDESTAL Q PROPOSED WATER METER Q © EXISTING TELEPHONE PEDESTAL EXISTING WATER VALVE M W a W EXISTING ELECTRICAL VAULT W 0 PROPOSED WATER VALVE © EXISTING GAS RISER o EXISTING FIRE HYDRANT EXISTING GAS VALVE Q PROPOSED FIRE HYDRANT a I cd o { EXISTING t TL 1700 l F X r 20.00' I., MAP #17-02-32 22 P.U.E. LOT 1 OF ( X HAMMER INDUSTRIAL PARK ! l y£S E 8 FL92 250 � LF _ 278] I� I 00fE' CN f (. Y C'j{{ c!'={{ Nt f' `t{ #"s il` t#f } : � N �li " ; �€ 0 j N i ; M ' • N , 1' {Ito f }II� •--;II .--. € � � �,, � s , , {i tl(� �, j ^ J :2 {� f `mow �---�•____z �-� ' # j } u€ f E i �, i } 31�=� € ,���� p� t��� {Eiji a'�7ljt[i } t 3 t ; i _ =�L t If 7 I t 14, t. i if - - --- - I {{ F FSt:r ; N;t I fcb 0) f� X a (: ('o; u11ii11,i';- VH t i I #U t Go t s 00 F n !0 rIi II# <�lf ii I��s ;ztil�IiMt�# d''i�#} jF II i1 _ `�lt �` t ; rn f o J1'' '(++j(t(r,F N s co € s f ; { } {f fFll;?f F� 00 F�tt w f' i � <'-.,-.,`.J F i„.......__J.. # (�;f�NE j(ttjtj�i--�-w F ` 11111 t ' !Ij tti ?t41 it �' �X" '4- JIl't .�„ iii t�i<' r" }r _._ �r ._ .t i tri i ;�it it ;11# Cfl } ^i CQ e_.. t I ! >n rn;r L t , - _ Ir - ygr- {It # { r ( r _._�1 f j r tf l (I t� is E�f f•_-.- ._t r F # { tt_...�-'».._F �' i; #{ 41'f - -�fi �st __. ....._-.�_. t.` r 1 f m-=-; L'_3 F # r { F trljjj�f ifs" }' t -.f it,. { t„.,t t itF t n :1 c- F( t((I�I #t!!(j 3 { I� F�l {I)j1ltt 1111= fl' E�! Fi -< C._..„„� { ➢ ; F a ° ; € t {f ; �-- .- .II: iltt a ;flS _._. cNj Is 1 : N ' _.. t N N j= L11 - i ; N i ` N'r i{ N N ,�I{ _, t I-- .r (._.. , ; €it f { . • ; �' t# lC') Cprr F =]Y ? t ( 00 °ft� ` �' 4-..,.... �s.,._ _.aE1=___.. 'Ii.# �,ir, �"i ° M 1 C) 1,[ -11 TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK IEX. 10' X 150' PRIVATE RAILROAD SPUR EASEMENT H H a EX. 75.00' RR ROW ♦P ♦ 301.♦ ® WW CONSTRUCTION NOTES 209. CONNECT TO EXISTING STUB. 250. CONST STD. CLEANOUT WITH CAST IRON LID. 251. CONST ENCLOSURE TRAP DRAIN AS PER DETAIL. REFER TO SHEET C7. 278. CONST 4" WASTEWATER PIPE, ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 280. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 281. CONST 8" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. (�)WATER CONSTRUCTION NOTES 500. CONST 1" PVC SCHEDULE 40 WATER LINE. 502. CONST 2" PVC SCHEDULE 80 WATER LINE. 503. CONST 8" C900 CLASS DR -18 WATER LINE W/TONE WIRE. 509. CONNECT TO EXISTING 8" FIRE LINE. 510. CONST 1-1/2" WATER METER. 519. CONST 1-1/2" RPBA BACKFLOW DEVICE WITH ENCLOSURE PER DETAIL. REFER TO SHEET C8. 530. CONST 8" GATE VALVE FLG X MJ WITH RETAINER GLANDS. 531. CONST 8" MJ X 8" FLG X 8" MJ TEE WITH RETAINER GLANDS. 536. CONST MODEL Y34 IOWA YARD HYDRANT WITH FREEZE PROTECTION. NOTES. 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL #811. 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND VERIFY, IN COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE TAPS TO CITY WATER MAIN WITH SPRINGFIELD UTILITY BOARD. 4. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE PROVIDERS. CABLE - COMCAST ELECTRIC - SUB GAS - NORTHWEST NATURAL PHONE - CENTURY LINK 5. PHONE, CABLE, ELECTRIC & NATURAL GAS PROPOSED TO BE JOINT TRENCH PER DETAIL. 6. SEE SHEET C9 FOR THRUST BLOCKING DETAILS FOR WATER SYSTEM. 7. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB BEDS AND SWALES. SIZE OF WATER METER FOR IRRIGATION WILL BE DETERMINED AT BUILDING PERMIT. 8. TRASH ENCLOSURE SHOWN WILL BE COVERED TO HYDRAULICALLY ISOLATE AREA DRAIN ROUTED TO THE WASTEWATER SYSTEM. SEE SHEET C9 FOR TRASH ENCLOSURE DETAILS. 9. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY ALL QUANTITIES. GAS MIN" PHONE N DIRECT BURY OR GREY DUCT ELECTRIC ABLE OFF WHITE JOINT TRENCH DETAIL UTILITIES N.T.S. b �.7Wo23 8 p to a r C) Nto. 0 00 M u -O z w® Z 0 U)0 C) 8 (oo to a C) 0 8 0 C) N 0.1 Ra z a r� W 0 Q Q Q W a W W W Q v a w cd SHEET C5 of 10 i'o"n Wur Mods, ficaticn w� jovinA Ili li 11 TL 1600 MAP #17-02-32 22 14 OF HAMMER LOT INDUSTRIAL PARK Lj c� C) N 8" OUTFALL (:jj�) 8 =474.28 445 474.28 ST CO LS =O.�� ----------450 81 LF S 6" FL 474.77 CB #1 f 81 LF S=O.N9(4_7-.) 412 6" FL OUT (N)=475.15 0 GRATE=477.08 8"ST 23LF 8"ST 47883 LF S=1-- 78 S=1.00% � � �� ��, ��� `\ � � t1 � �, _� 445 14 LF u ST CO RG 1 50 ED S=19.00% 443 R 6"ST 14 LF 477 �41 D1 A #2 6"FL=472.9 L G E=475.0)"�� f ST CO _j R 83 LF U L= FL 474.28 445 D6S- T L_=_ ST -do 47 S=1.00% 4_0 ST CO 475.76 82 LF 6" FL=474.93, 450 476.59 L- - if 11 f 494 UP- 413" 444 TD 1PROPOSED GRATE -474.14 If AD �#1 474.14 6" BUILDING (�DSTl MH =475.62 445 GRA ...... FFE=478.14 21' FL IN NW =474.78 EX. DETENTION t 1, FLS= 74.87 75 LF 1 ST CO f f RG 2 478 45�0 61 FL IN (SE)=474.78 If I `ST co 81' FL IN (W)=474.78 co It I FACILITY 1 443 S= 1.00% 6" FL=475.62 LF 07 =1 60% 478I, __- 6" FL=476.37_(:45FL OUT (SE =474.78 S= 1 S. 1 11 D �IM ELEV.=477.76 30 LF 6" ST 478 S=1.00% ST 1 61 L; LOfID&G 6" UT -474 87 445 LOADL.Vr, EX. SO MH #155 15" FL IN (S)=468.28 36" FL IN (W)=46828 I IT 1101111 - 00 445 ST CO 450 75 LF S=1.00% 6" FL= 15" ST- 478 409 450 3 477.12 EX 471.82 L OUT (S)= j--__ j6*10IN F 475.80 8"ST 62 O� [RAT =477 10 ROW 95 LF S=0.50% EX 53 LF • 40.0� 1479a _427 _ FL OUT (NE)=468.17 ROAD RIM ELEV.=475.02 SWALE CONSTRUCTED AS PART OF ACR STORAGE SWALE CONSTRUCTED fs II AS PART OF ACR STORAGE Go _j EX. 1, 10.00, Iz I P.U.E. Ito 10 "' rn flII Li Il !���III .I��, t EXISTING 20.00' P.U.E. i_ 00E UTIL- EXISTING UTILITIES (I.E. TV, PHONE, ELE &-81$ST PROPOSED STORM DRAINAGE SYSTEM ,o 0 m I & GAS) C14rn CC, CL L6 V) [3 PROPOSED CATCH BASIN co Fn EXISTING CULVERT C -D o 0 PROPOSED AREA DRAIN 12"W EXISTING WATER LINE EXISTING CURB INLET C"i FW-] EXISTING WATER METER EXISTING STREET LIGHT EXISTING WATER VALVE -1 FT EXISTING TV PEDESTAL z EXISTING FIRE HYDRANT FP EXISTING TELEPHONE PEDESTAL 8"WW - - EXISTING WASTEWATER SYSTEM m > EXISTING ELECTRICAL VAULT @-24"SD - - EXISTING STORM DRAINAGE SYSTEM [G] EXISTING GAS RISER EXISTING CLEANOUT 3 EXISTING GAS VALVE X1_ TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK C� _7 T!5� LO; 00 C,4 04 CN NC%j CO jjf p" It C114 Lr)1 C) 04 FL�2 it j L CB #2 6" FL OUT (NW)=475.93 44-2 GRATE=477.43 X it 474.66 FLS ----_-_-_--7-- 24 LF 479 i 00 00 , SO c, S=0.50% c') V-) 00, ill C1 C,4 I x I co,, 00 f �jj I _11, I' L - 11, Ll 55 LF S=0.5 % 479a L U-2 -I--- 10L ST CO (450) 8" FL= - X 475.05 55 LFif if ', 479 a X co I 'DoO rll!f 00 co C14 ja1 t op i," 00 CONSTRUCTED OF ACR AS PART J i ri STORAGE ji ,�" cli rt i C.0, (0, 1,0 If c"ti'l 1.0 10 0011 Lo 1 N G L0 !if s Co4�q 8" FL- <jp _J 475.33 I_ z ------ T11 Ili J, T if 712 T If ti lei cNi f if if L - 11 LIU L_Lai fii iI _jU J i�` cj if i", h CN CJ C14'' c,40 11 gf; C14 fll f I! ulit CN nc) n n 00 �li0.) 1 C> , L I I I !Ili 0 TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK X x EX' 10) X 150' PRIVATE 1V-%1LR0AD SPUR EASEMENT EX. 75.001 RR ROW (D ST CONSTRUCTION NOTES 409. CONNECT TO EXISTING STUB. SEE NOTE 1. 400. CONST STD. STORM WATER MANHOLE. 411. CONST AREA DRAIN AS PER DETAIL. REFER TO SHEET C9. 412. CONST STD. DUAL CHAMBER CATCH BASIN AS PER DETAIL. REFER TO SHEET C8. 413. CONST TRENCH DRAIN AS PER DETAIL. REFER TO SHEET C8. 443. CONST RAIN GARDEN AS PER DETAIL. REFER TO SHEET C10. REFER TO SHEET LA -2 FOR DETAILED PLANTING PLAN. 444. CONST CATCH BASIN W/STD GRATE & PUMP AS PER DETAIL. REFER TO SHEET C7. 445. CONST 6" ROUND ROCK SPLASH PAD. 450. CONST STD. CLEANOUT WITH CAST IRON LID PER DETAIL. REFER TO SHEET C7. 477. CONST 2" PVC SCHEDULE 40 PRESSURE PIPE. 478. CONST 6" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 478a. CONST 6" C900 CLASS DR -18 STORM DRAIN PIPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST 8" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479a. CONST 8" C900 CLASS DR -18 STORM DRAIN PIPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 494. INSTALL "SPRINGFIELD WELLHEAD PROTECTION AREA" SIGN. NOTE: 1. CONTRACTOR SHALL POTHOLE EXISTING STORM DRAINAGE LATERAL, IN COORDINATION WITH THE PROJECT ENGINEER, AND VERIFY FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. 2. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY ALL QUANTITIES. Ccs Of I SHEET C6 of 10 E co co C) �z 8 a-3 co ,o 0 m I C14rn CC, CL L6 V) cy E Cc co Fn " 00 C -D o SHEET C6 of 10 co co C) �z 8 a-3 CL L6 SHEET C6 of 10 CD Fn o C"i 0 r z 0 m > u 0 u 0 �4 04 a., u SHEET C6 of 10 a, CeD rzo Cc cc bjO LU cp t0 cr) C) 0�3 07 C,4 c) 00 V) 11) o ',=� — E 0. 0 Z N C/) ,a, 0 fA Aa w u Wa i� LLJ F- = CR c, 0 a - V) a, CeD rzo Cc cc Sl LU cp t0 a, cp t0 cr) C) LO 00 C'4 Q13. 0 Z N C/) CO fA Aa w u a, cp t0 cr) C) 00 z Y) i )--4 j0 LLJ F- a, 0 ele (SX21 ED 1200 112OLZDS 70rrR 40K 40 p TAI -fie, IAVt)LT! Shjppedln4ude4 Introduction 1090 1X141 mama= The Clontoue-1 Series luminaires offer traditional 1,>--, Iit LE D M P �'k U ta b�' J<x Ie,")l � o .�j up to to �"'i T414 �Igeld 2W' wwng square da arms with softened edges for a Specifications ook that coplements many applications. versatfle lm EPA- .2 ft' w mThe CSX2 combines the latest in LED technology CONTMCTION I E, NA t"S 74 ard , M -V, s te nda rds with the familiar aesthetic of the Contour`4Series A Lonsth, Lforstylish, -4 high-performance illumination that last. Its D D BTX fi, To Lxj "_-'fam 1&on are kpA T.1.1�0 LEG e WY�< PVC LT ified 1^r Itis ideal for replacing traditional metal halide 81' TWF1 I"', in area lighting applications .pith typical energy Height WARPANTY savings of 65%> and expectecl service life of over weight I bz 100,000 hours. DS k�" ZZt")DIIAUD Tov"Cl DUO 48" LONG (SX21 ED 1200 112OLZDS 70rrR 40K 40 p TAI -fie, IAVt)LT! Shjppedln4ude4 Shipped installed DDU*D 1)"rk 1090 1X141 %K 910;y Tj> V, �'"Jl iia' $P Mti W" A V, 4x k I t' t �1 D i"' t 'W'j(r" f) 1,>--, Iit LE D M P �'k U ta b�' J<x Ie,")l � o .�j up to to �"'i T414 �Igeld 2W' wwng Depth - V2, thro�d C' n'�4�t Puy h�b" k '. w, P'-" 1 -_ OCR, 0 t L, Va 0 ""p MXI) lia Weight: 1% Tjptv 240'Fh CONTMCTION I E, NA t"S 74 ard , M -V, s te nda rds ITTM RCW0 2711 G 0 10) rrk J_ --mg, <,vt cot .T a, 34Y Shlppcdsepatately� Its D D BTX fi, To Lxj "_-'fam 1&on are kpA T.1.1�0 LEG e WY�< PVC LT ified 1^r 480 81' TWF1 I"', SPUMBA ��'wepd'� DF D c tEe f�, r t f 2N, 2 4 , 4 Md) DUU.D '76')."d WARPANTY lr'�Ve<f N'4 LEDm7iwa"' upte 671. 0� L3 cx,'Put Zg Iflx0rig l DS k�" ZZt")DIIAUD Tov"Cl DUO 48" LONG EPUMNA P ria �r fA0 & DUCTILE IRON GRATE 40ta-201 A -y lkwi; uSlmmq� IIx. An 0— L2' 3 PLAN VfEW Z U 14 0 :4 z-�pct ShJpptd separately' wtete LJ > W Y08 VG FRAME DDBXDU rnvirIl BS G tis 7iertS )(LS 041a �OPW SUPPORTS AASHTO Accessories H25 LOADS NOTES Mpg, tw*. 4witift 7Z) 019AS, Sk* a opa 4 M -U A%00�41,1"�- Ie KI !V, L 11a 271 IV:, EYJ41�Il: X W04(19 OM3* W" 4 101 M49A5 4;a %r KOAW DM32A53W P7 Yvcr:e j "'t'V-d NA II, 3c� 6 i "ASa 0") K, V'jr"l "Irl stit, d1fily, Tenon Mounting Sl" fitter I y Pfwv;d'z; "Verat'��r' '4 two SEDIMENT TRA 11 LIV/ HINGED X U r- M r e +}+$iYtIoitLiL 0 5, wI" 014 r VJ X, ',�i �j 5 0a�I4- )"ONa" g 3WO Fax =V 2122)1AQ..Yf�,I"�� 4FA "aRnN rAJI?f4�.0J, H BODE'S R PRECAST CONCRETE N, P' 518°' Dia. Males (2) Places .11 L 121 �j ELEVATION WEIGHT: 220 lbs. CONCRETE. Fc= 4.000 psi @ 28 Days REINFORCING: 121- #4 Reber ASTM A-615 Grade 60 .j -J I 8ECTION ODE" S PRECAST. INC. 6"Wheel Stop 1861 East Pole Rd. Everson, NVa. 98247 (360)354-3912 -Model Number: WS72x8.5 Date Issued: rj TWR1 LED LED Wall Lurninaire Specifications Width: 12-151'6' INTEND -ED USE INSTALLAMON Height- Iet trom 9­ov�-_. 1,>--, Iit LE D M P �'k U ta b�' J<x Ie,")l � o .�j up to to �"'i .3 man�a,-J4' �Li oth�"�;) �x bf �ia 41? Depth - V2, thro�d C' n'�4�t Puy h�b" TVVRI d-ew�-)(S'Ind LISTINGS Weight: jL U1c, U S. ard Cnadran for wet Ioca,cns. Ttsl,,J,', a<zuJa"'te'a's CONTMCTION I E, NA t"S 74 ard , M -V, s te nda rds H W D Introduction The popular'T10JR1 luminaire is now available with lonq-lastirig, energ , y -efficient LED technology. Featuring a classicJayform, the TVVR1 LED oilers a ti-aditional appearance acid is powered by advanced LEDs. The TVqR1 LED ILID-Itillail-1-- is powerful yet energy efficient, cap -able of replacing up to a ;QMV metal halide luminaire vd)ile saving up to W16 it) energy costs, Offering an expected service life of more than 20 years, the TVVR1 LED ellit-ninatos frequent lamp and ballast roplacerrionts asscciatedwith traditional technologies. rQirdert -a EXAMPLE. TWR1 LED 2 50K MVOLT Ti1w LED TWO Ifl) I 2,5olanlens 40K 400KI WNW itlanit) 2 3,W)Ianlvls SJK St Ki PEI 1 3 't'"laaltils NOTES 2 FEATURES & SPECIFICATIONS A INTEND -ED USE INSTALLAMON '0I -I TVW(1 Lt D M -II 'ane S tr,&�t,�t wA P- 6, de S4,_p -A th C. Iet trom 9­ov�-_. 1,>--, Iit LE D M P �'k U ta b�' J<x Ie,")l � o .�j up to to �"'i .3 man�a,-J4' �Li oth�"�;) �x bf �ia 41? , -1 �'NI;;� 1WII* M�wm'n bo 0* 4 ou!L w'� w V2, thro�d C' n'�4�t Puy h�b" TVVRI d-ew�-)(S'Ind LISTINGS DIAMETER OF jL U1c, U S. ard Cnadran for wet Ioca,cns. Ttsl,,J,', a<zuJa"'te'a's CONTMCTION I E, NA t"S 74 ard , M -V, s te nda rds th b 4 J io, 3; 1>�. � t" 3 ELEVATION J_ --mg, <,vt cot .T a, 12" a t.-, �rkxto "_-'fam 1&on are kpA T.1.1�0 LEG e WY�< PVC LT ified 1^r qpmte� Cn q"')� r­olz3s�!"Qw. 120-2T�V(�WtOf�zj. WIN LED I hN, PP TWF1 I"', V) WARPANTY OPTICS fee- jew�;rmte"' FW �ra!'ant ytetm' Iv�51edw LEDm7iwa"' upte 671. 0� L3 cx,'Put Zg 0 UTLET O O 48" LONG All fA0 & DUCTILE IRON GRATE 40ta-201 A -y lkwi; uSlmmq� IIx. An 0— L2' 3 TRENCH DRAIN DIMENSION SCHEDULE A B C D El 2 1E F GRATE FRAME GRATE FRAME TRENCH DRAIN SLOPE OF ELEVATION 1ELEVATION INVERT DIAMETER OF WIDTH LENGTH WIDTH BOTTOM OF GRATE i OF GRATE ELEVATION OLMIET PIPE 12" 14' 8" 1-10% 474.14 474.14 473.14 6 1 ANGLE IRON FRAME D . i V 0 S Ll I, L2 T LEG, ONE LEG TWO THtCKNESS WIDTH WIDTH OF LEGS kl_ LU C�, E CO GIBSOX STZZL BASIVS mo6EL # TRENCH—DRAIN—ORDER—FORM 247 WASHINGTON ST. EUGENE, OR 97401 54 1 ) 687-8672 541 ) 687-0033 Double click on love !mage to view full pidure MOREVIEW S Details Bart cadeo' Pedestrian, Bolt bio bracket Oulck Overview' Restricts i ped,e.strlans, Itlorn entering an unauthorized or dangercus,area. Heavy duty securely, to the ground- Durable construction to sustain he Avy Use. Dimenslions-53F"high x 72' long, * Galvanized metal for extended product life * Restricts pedesWans from entering art Lmauthlorized or dangerous area * Heavy duty flanges bolt securely, to,the �ground * Durable construction to sustain' heavy use • Dimensions; 53", high x 7Z' long. SHEET C8 of 10 53" O 44- albCID C.0 CIO NQ` E : CD rL C4 Cn C:) r4') 0 BOX FABRICATED FROM kl_ LU C�, E CO 10 GA, MATERIAL F! � �L;j C11 F>—i 5 Q_ Cn ir V) 0 UTLET O L0 48" LONG DUCTILE IRO:K, SOLID LID C110 & DUCTILE IRON GRATE L2' 3 PLAN VfEW Z U 14 0 :4 0 U 2 2xie LJ > W BIKE PROOF, HEAVY L4 > FRAME DUTY TRAFFIC GRATE SUPPORTS AASHTO 53" H25 LOADS 7Z) o � N SEDIMENT OUTLET TRAP SEDIMENT TRA 11 LIV/ HINGED 48" SIDE. V._�'EW I'S!0"iVETRIC S"T"AJ*E APPROVED AS1:­)F-,AL.T DIFPED IG 24 " x42" 6"0 OUTLET SAND COLLECTOR CATCH BASIN DWG # I D2 PROJ. MAN. DOUG A I DWN. PAUL G. I SCALENot4e- Gibson Steel Basing SYCE JIM DATE: JAN. 23, 06 1 MODEL: SCBIO-42HB-6 247 Washington St. Eugene, Or. 97401 ph; (541) 687 — 8672 fox.*344-0207 SHEET C8 of 10 mcD Er - O 44- albCID C.0 CIO CD rL C4 Cn C:) r4') 0 O kl_ LU C�, E CO � �L;j C11 F>—i 5 Q_ Cn V) SHEET C8 of 10 O 44- albCID C.0 Uj rZ CD rL kl_ LU SHEET C8 of 10 C11 Q) O L0 C110 • as Z U 14 0 :4 0 U > LJ > W W > L4 > 0 7Z) o � N CID SHEET C8 of 10 C11 L0 C-4 r Z U 14 0 :4 0 U > LJ > W W > L4 > 0 SHEET C8 of 10 12" L 4" WH BLUE BACKGROUND . 4 , . and have a heavyblack reinforced fiber each side. Lenin shall beinsulated and sized to accranmodate maximum discharge ofthe backilove preventer valve and remain dosed except during discharge of the backflow valva. The enclosure shall have full seem for testing and servicing of the backilow prcvcma with sirategcaltyplacod lockable access panels, Hrtda,ure shall be anchored to 4 Heat when requirW (ASSE 1060-19%Ctasc 1) shall be a 120V;1'P sof regulaung beat cable, . Hccat cable shalt be liL or ETL listed and sizW to maintain frrcrc protection of the, back-flow preventcr with an outside temperature of-30?F.He le'r shall have a maleta'eptiade plug for easy prover connection. Power source shall be a ground fault interupter receptacle suppliad and installed by others. Electrical power source shall be installed in acxordanca %vith all state and toral codes. MODEL ENCLOSURE INSIDE OUTSIDE CONCRETE PAD 45 s NUMBER DESCRIPTION DIMENSIONS DIMENSIONS DIMENSIONS WEIGHT BFP17S I' W/STRAINER 4 n 4" WHITE PAVEMENT STENCIL DISABLED PERSON PAVEMENT MARKING NTS 4" WHITE STRIPE SIDEWALK PER PLAN < . TRUNCATED DOME �1 TEXTURED SURFACE 4 4 2' WHEEL STOP 2' PER PLAN (TYP.) 4" WHITE STRIPE 60 MIN. (96" MIN. FOR VAN 9' ACCESSIBLE LOADING PER ANSI A117.1) DISABLED PARKING DETAIL NTS SUBMITTAL DATASHEET' '` (888)3115-6675 A M/� FIA Fax (501)791-1801 Web; aquashieidenclosures.cam Email: BFPI-S SERIES BFP2-S SERIES ENCLOSURE FEATURES • Easy Access • Removable Top and Front Find • Lockable for Vandal Proicct on • Freeze Proteciien (-306') ASSE 1060- 19% (Class (,11,111) ASSE 10&0-2006 (Class 11,111) • 140 subassembly required • Oversized Drains at EncicsureGrade + Structurally Rigid Insulation + Simplalnstwlason • Mounting Hardware included S r 21 c!'DARDS do COIFS • ASSE 1060 • ASTM B2209 • OSHA 1910 Product Materials .050 mill finished marine adv alummu n Polyisoc,dtturateinsulation 1.5'thicl, (10.08 -value) 'fife baekiloW endmure shall *xASSE 10611!-- 1996 (Class 1,11, 111) ASSE 1060.24)06 (Clan IL 111) certified and shalt provide fiecmandVandal protection forbacldlowpreventersinstalled outside and aboveground. Materials shall be(.05018ga.)mill fin- ished aluminum bonded to a unicellular, non -wicking polisocyartumte foam core insulation. insulation shall b 1.5" thiel, (RIO) and have a heavyblack reinforced fiber each side. Lenin shall beinsulated and sized to accranmodate maximum discharge ofthe backilove preventer valve and remain dosed except during discharge of the backflow valva. The enclosure shall have full seem for testing and servicing of the backilow prcvcma with sirategcaltyplacod lockable access panels, Hrtda,ure shall be anchored to 4 Heat when requirW (ASSE 1060-19%Ctasc 1) shall be a 120V;1'P sof regulaung beat cable, . Hccat cable shalt be liL or ETL listed and sizW to maintain frrcrc protection of the, back-flow preventcr with an outside temperature of-30?F.He le'r shall have a maleta'eptiade plug for easy prover connection. Power source shall be a ground fault interupter receptacle suppliad and installed by others. Electrical power source shall be installed in acxordanca %vith all state and toral codes. MODEL ENCLOSURE INSIDE OUTSIDE CONCRETE PAD 45 s NUMBER DESCRIPTION DIMENSIONS DIMENSIONS DIMENSIONS WEIGHT BFP17S I' W/STRAINER 30"L 1OW 22`H :33`' L t3" W 24`H 45 L 25W 6T 45# BFP2-S < . TRUNCATED DOME �1 TEXTURED SURFACE 4 4 2' WHEEL STOP 2' PER PLAN (TYP.) 4" WHITE STRIPE 60 MIN. (96" MIN. FOR VAN 9' ACCESSIBLE LOADING PER ANSI A117.1) DISABLED PARKING DETAIL NTS SUBMITTAL DATASHEET' '` (888)3115-6675 A M/� FIA Fax (501)791-1801 Web; aquashieidenclosures.cam Email: BFPI-S SERIES BFP2-S SERIES ENCLOSURE FEATURES • Easy Access • Removable Top and Front Find • Lockable for Vandal Proicct on • Freeze Proteciien (-306') ASSE 1060- 19% (Class (,11,111) ASSE 10&0-2006 (Class 11,111) • 140 subassembly required • Oversized Drains at EncicsureGrade + Structurally Rigid Insulation + Simplalnstwlason • Mounting Hardware included S r 21 c!'DARDS do COIFS • ASSE 1060 • ASTM B2209 • OSHA 1910 Product Materials .050 mill finished marine adv alummu n Polyisoc,dtturateinsulation 1.5'thicl, (10.08 -value) 'fife baekiloW endmure shall *xASSE 10611!-- 1996 (Class 1,11, 111) ASSE 1060.24)06 (Clan IL 111) certified and shalt provide fiecmandVandal protection forbacldlowpreventersinstalled outside and aboveground. Materials shall be(.05018ga.)mill fin- ished aluminum bonded to a unicellular, non -wicking polisocyartumte foam core insulation. insulation shall b 1.5" thiel, (RIO) and have a heavyblack reinforced fiber each side. Lenin shall beinsulated and sized to accranmodate maximum discharge ofthe backilove preventer valve and remain dosed except during discharge of the backflow valva. The enclosure shall have full seem for testing and servicing of the backilow prcvcma with sirategcaltyplacod lockable access panels, Hrtda,ure shall be anchored to a concrete pad within the enclosure with masonry suchors. Heat when requirW (ASSE 1060-19%Ctasc 1) shall be a 120V;1'P sof regulaung beat cable, . Hccat cable shalt be liL or ETL listed and sizW to maintain frrcrc protection of the, back-flow preventcr with an outside temperature of-30?F.He le'r shall have a maleta'eptiade plug for easy prover connection. Power source shall be a ground fault interupter receptacle suppliad and installed by others. Electrical power source shall be installed in acxordanca %vith all state and toral codes. MODEL ENCLOSURE INSIDE OUTSIDE CONCRETE PAD SHIPPING NUMBER DESCRIPTION DIMENSIONS DIMENSIONS DIMENSIONS WEIGHT BFP17S I' W/STRAINER 30"L 1OW 22`H :33`' L t3" W 24`H 45 L 25W 6T 45# BFP2-S 2'WISTRAINER 43°L 144W 28"H 46"L 17W 30"H 58"L 29'W 6"T 65A SPECIFICATION SUS M�A SHEET q - APPLICATION 11 Designed for ins:ailation on potable water lines to protect againstboth backsiphonage and backpressureof contami- 1 J nated water irto the polable.waler scpply. Assembly shall provide protection where apotential health hazard. exists. FEATURES STANDARDS COMPLIANCE I Sizes: ❑ 3W ❑ 1" O 1 1/4" ❑ 1 112" ❑ 2" • ASSE® Listed 1013 li • WPMOisi Listed i Maximum workirg water pressure 175 PSi • ULC Classified (less shut-off valves orwllh OS&Yvalves) I Maximum worklrg water temperature 180°F • C-ULvO Clessi led Hydrostatic :est pressure 350 PSI • CSA0 Certified End ccnnectionsThreaded ANSI 131.20.1 . AWWACompiiam.C5Ii ! . Approved by the=oundation for Cross Conrection ( OPTIONS Control and Hydraulic Research at the University of (Suffixes can be combined) Southern California • NYC MEA425-8941 VOL 3 I ❑ - with full port QT bait valvas (standard) i ❑ L - less bail valves MATERIALS O L' - with union ball valves Main valve body Cast Bronze ASTM B 584 ❑ M3 - with Integral relief valve monitor switcl- Access covers Cast Bronze ASTM B 584 El p - for reclaimed water systems Fasteners Stainless Steel, 300 Series O S - with bronze —r- :ype strainer Elastomers Silicone (FDAApprovecl ' ❑ BMS - with hater/ operated monitor switch Buna Nitrile (FDAApproved) ❑ FDC - with fire hydrant connection; 2" only Polymers Noryll"1, NSF Listed ( ❑ TCJ - with test cocks up Springs Stainless steel, 300 series ❑ J - with union swivel elbows (314" & 1") ❑ SE - with street elbows ❑ =T - vrith integral male 45° flare SAE testfitdng -- l E ACCESSORIES ❑ Air gap (Model AG) � c, ❑ Repair kit (rubber only) F a o ❑ Thermal expanslon tank (Model XT) o o. ❑ Soft seared check valve (Model 4OXL) D c t8 ❑ Shock arrester (Model 1250) ❑ CST -SET Quick Test Filting Set A ❑ Sall valve handle locks G ❑ fest Cock Lode (Model TCL24) Relief Valve cis barge pori: I &4" - i" 0.63 sc. in, i DIMENSIONS & WEIGHTS (do not include pkg.) 1114" - 2" - 1.19 sc. in. [� DIMENSIONS (apprmtimala) wElti{I I MODEL AUNION BLESS FALL LESS WITH I SIZE A C D e F G. BALL aALL eALL VAL`/ES VAL=IES VAUBS VPIVES in Iron in (mm in Imm in Im. 11 1m im I.n -+r I 2 50 78112 470 20111 527 1015176 278 2314 70 3112 89 5 127 651`41171126V2 6T3 22 10 34 15.4 314 20 12 3C5 13811 349 7314 197 2118 54 3 76 3112 89 5 127 16118 410 19 4.5 12 5.5 1 25 13 350 14112 I f37 2 L'8 84 3 7i. 9 112 89 5 72T M, 441t0 4.5 14 SA 1t/a 32 M3681�7314 17 402 1S 1611615116 278 23M 70 3112 69 5 127 6314 171 229f16 673 22 10 2S 127 1112193:815/t6 E to O 278 23:4 70 3 f12 S8 5 127 63ld 171 241!1& S11 22 t0 28 f2.7 f 1 of'2 WILKINSatumcompany, 1747Commer—My, Paso Rcbies,CA 93b:e (�'nore:805'238-7100 Fax, 8051258-5768 In Canada: ZURN INDUSTRIES LIMITED, 3544 NsshuaDr.,Missics8 iga, Or4aria L4V tt2 Phore:W5W05.8272 Fax:9051405.1292 Product Support Help Line; t -677 -BACKFLOW (1.877.222-5366) - Website; httpahyww.zum.com ----17' 6" I FLOOR PLAN TRASH ENCLOSURE TRASH ENCLOSURE ROOFING, OVER STS @ 16" O.C. +8 P -8 " aml T.O. 8"x8"x16" CMU WALL P.T. 4x4 BUMPER CONCRETE WITH WIRE SH REINFORCEMENT OPE FLOOR TO DRAIN _ . DRAiN TO CITY SANITARY SEWER LINE & PROVIDE WATER PRIMING SYSTEM 1%i�e� CP�y -(�(f�21 lD- DDl�t�O I v� w`O�YriuD��fiU,� joh� ltantirn.�✓ SHEET C9 of 10 0 O En A5 CID q WD 0 "li > W t t I r� N O E V ce � V M I •�•j N . N� t0 0 o o cif E to O 0 y ? M W o W W Z W z 0 N 0 V) W I A SHEET C9 of 10 0 O A5 CID q cc "li W t V SHEET C9 of 10 0 O p� O N O I— i` 00 to ? W W N 0 N W I A [Yl Y) H F_— O W to > �-- N W a W W W 0 d > > > d D a (fin SHEET C9 of 10 O O p� O N ZZ i` 00 W W O Y) H F_— > to �-- N SHEET C9 of 10 BEARING AREA OF THRUST BLOCKS IN SQ. FT. FITTING SIZE TEE, WYE AND HYDRANT STRADDLE BLOCK 90° BEND PLUGGED CROSS TEE PLUGGED ON RUN 45° BEND 22 � BEND 11 y4 BEND 4 1.3 1.6 1.8 1.0 8 4.0 6 2.8 3.7 4.0 2.2 1.1 12 8 5.0 6.5 7.1 3.8 2.0 1.0 10 7.9 10.2 11.1 6.0 3.1 1.5 12 11.3 14.7 16.0 8.7 4.4 2.2 16 20.1 26.1 28.4 15.4 7.8 3.9 20 31.4 40.8 44.4 24.0 12.3 6.2 24 45.2 58.8 64.0 34.6 17.7 8.9 VALUES BASED ON 200 PSI WATER PRESSURE & 2,000 PSF SOIL BEARING CAPACITY. TABLE No. 1 HORIZONTAL BLOCKING THRUST BLOCK VOLUMES IN CU. YDS. FITTING SIZE 45° BEND 22 y' BEND 11 y4 BEND 4 1.1 0.4 0.2 6 2.7 1.0 0.4 8 4.0 1.5 0.6 10 6.0 2.3 0.9 12 8.5 3.2 1.3 14 11.5 4.3 1.8 16 14.8 5.6 2.3 TABLE No. 2 VERTICAL BLOCKING FITTING SIZE ROD SIZE EMBEDMENT 12" & LESS #6 30" 14" - 16" #8 36" HORIZONTAL TEE HORIZONTAL CROSS HORIZONTAL WYE ,/� � �, ,/���/�//•\moi VERTICAL TEE VERTICAL CROSS STRADDLE BLOCK m FLAT BOTTOM ZURN MODEL Z348-77 2' RING OF 3" DOME TYPE AREA DRAIN , ROUND ROCK W/6" OUTLET (- 0'75 8" DEPTH WIRE MESH COVERED �,� 2" ORIFICE @ FLOWLINE \ '1 :1 SLOPE 6" C900 RISER-` 6" PVC ELBOW OR TEE AREA DRAIN DETAIL NTS Us , -AC PAVING & EXTRUDED CURB WITH 3' BREAKS FOR DRAINAGE PER PLAN DOME TYPE AREA 475.28 DRAIN AS PER DETAIL OUTFALL RG 1 RG 1 475.28 PER PLAN /� 6" ROUND ROCK GRATE=4.28 RG 1 474.58 / SPLASH PAD NOTE; - '' SLOPE FROM AC/CONC TO TOP OF RAIN GARDEN VARIES 3:1 MAX NOTE; GROWING MEDIUM SHALL BE 24" SUNMARK NATIVE WATER QUALITY MIX. APPLY 2" PEA GRAVEL AT BOTTOM FOR SOIL STABILIZATION AC PAVING & EXTRUDED CURB WITH 3' BREAKS FOR DRAINAGE PER PLAN OUTFALL PER PLAN NOTE; SLOPE FROM AC/CONC TO TOP OF RAIN GARDEN VARIES 3:1 MAX OUTLET PIPE PER PLAN VARIABLE WIDTH 9' AT AREA DRAIN RG 1 RAIN GARDEN RG I SECTION NTS DOME TYPE AREA DRAIN AS PER DETAIL 475.87 RG 2 475.87 RG 2 FLS=474.87 RG 2 GRATE=475.17 NOTE; GROWING MEDIUM SHALL BE 24" SUNMARK NATIVE WATER QUALITY MIX. APPLY 2" PEA GRAVEL AT BOTTOM FOR SOIL STABILIZATION 3.0 FLAT BOTTOM' _ 9.0' WIDTH _ RG 2 3.1 SLOPE, OUTLET PIPE PER PLAN RAIN GARDEN RG 2 SECTION NTS 1 SLOp__ E M� 0 o 92 O • }"'� C O 0 C) O O�`1 c _COD z w® z boy 0 92 O O 92 d 9 .� N O Ga W f11 as N r z a W 0 Q Q Q o C/) N o � 0 N O Ga W f11 r z a W 0 Q Q Q Existing street trees 4) Acer } (macrophyllum Existing street �- trees 3) Prunus serrulata 1 PLANT LIST SYMBOL QTY. TREES --- _� AP 6 BOTANICAL NAME COMMON NAME Acer rubrum 'Pacific Sunset' Pacific Sunset Maple SIZE SPACING 2" Cal. As Shown GROUNDCOVER AU 55 EFC 24 ---- --___. NOTES: Arctostaphyllos uva—ursi Kinnickinnick Euonymus fortunei 'Colorata' Purple Leaf Wintercreeper 4" Pot 24" o.c. 4" Pot 24" o.c. 1. Automatic underground irrigation system will be designed and installed by a licensed contractor in all lawn, j shrub beds and Rain Gardens. Rain Gardens should be zoned separately so that once plants are established water -- con be applied infrequently. 2. Because of construction compaction of soil, completely clean area of construction debris and heavily N . N � p i amend shrub beds with a three to six inch layer of compost. Till entire area to a depth of 12". � O � f i i F # #IIis Nil' .IIJ I t i it' f e t ij sC7t7 00�`l[)v0 ►`} Ilt 4. Rain Garden areas should be clearly marked before site work begins to avoid soil disturbance and compaction -----{ during construction. No vehicular traffic, except that specifically used to construct the facility, should be _._ II VIII1 allowed within 10 feet of swale areas. 5. After Rain Garden areas are cleared and graded, all disturbed subsoil shall be tilled before capping with 18" of flS it p shall be tilled. After tilling is completed, no other construction traffic shall be allowed in the area, except for planting and related work. Oil ail Y ___,„ w,_ _ 6. Apply 2" pea gravel to bottom of Rain Gardens to provide soil stabilization. 3" of bark mulch shall be applied Ill, to swale side slopes. �i tll rlli 7. Use only shrubs and varieties, as indicated on plan. Changes must be approved by designer. #fIi SHRUBS N p II fII kII II; i(; f 9. Placement of shrubs and trees should match design as closely as possible. Minor adjustments in plant CA spacing is acceptable. jj 10. Plant quantity should be based on planting plan, not plant list. 11. Designer is not responsible for failure. F plant �� --- 12. Provide 3" of shredded bark mulch over planting beds. ctl �- � � a N BC g Ber enia cordifolia g 1 Gal. As shown a> '4 ' ~ ,t -Z Z-17) Heartleaf Bergenia 92 ` t ' BT 10 Berberis thunbergii 'Crimson Pygmy' 5 Gal. As shown U a � Dwarf Red Barberry —�� ---- _ EF 11 Euonymus fortunei 'Emerald Gaiety' 3 Gal. As shown ` Emerald Gaiety Euonymus LA 14 Lavandula angustifolia 3 Gal. As shown English Lavendar MA 7 Mahonia aquifolium 'Compacta' 3 Gal. As shown Compact Oregon Grape VD 10 Viburnum davidii 5 Gal. As shown David's Viburnum GROUNDCOVER AU 55 EFC 24 ---- --___. NOTES: Arctostaphyllos uva—ursi Kinnickinnick Euonymus fortunei 'Colorata' Purple Leaf Wintercreeper 4" Pot 24" o.c. 4" Pot 24" o.c. a ; c.:: -::wax �„� ( �1 ;� f � � } � Itl,_-.- �_ � i�----_�,__ [ t ""'-------_,_. __.__��__--.-....__----...._""'",------•--._.. 7 # f 11 vrt It+��""' � Ni} � F 7€ tIII II ✓ d..� # { f i : S # f f !�I ��I� il�# }Ilt � t f iS : { � tI� �I�i ti��� €#I�s i � # s t ? # i �` f Nil SII __�� _��_ � ; i ; ? I I _ _ __ II FIIi II# i `-�` .._. f ' tlti il( IliiF flit in t tl I# 11 II -NPZ-1(fr DODO S� tW fd ufi lit o l� 1. Automatic underground irrigation system will be designed and installed by a licensed contractor in all lawn, �"--~ ----- _ ------shrub shrub beds and Rain Gardens. Rain Gardens should be zoned separately so that once plants are established water -- con be applied infrequently. 2. Because of construction compaction of soil, completely clean area of construction debris and heavily N . N � p i amend shrub beds with a three to six inch layer of compost. Till entire area to a depth of 12". � O � 3. Special care should be taken before planting trees. Excavate area to a depth of 24" and twice the size i' of the root ball. Heavily amend site with compost. O 00�`l[)v0 ►`} Ilt 4. Rain Garden areas should be clearly marked before site work begins to avoid soil disturbance and compaction -----{ during construction. No vehicular traffic, except that specifically used to construct the facility, should be _._ II VIII1 allowed within 10 feet of swale areas. 5. After Rain Garden areas are cleared and graded, all disturbed subsoil shall be tilled before capping with 18" of flS topsoil. If existing areas surrounding the stormwater facility are disturbed by construction, the top 18" of p shall be tilled. After tilling is completed, no other construction traffic shall be allowed in the area, except for planting and related work. Oil ail Y ___,„ w,_ _ 6. Apply 2" pea gravel to bottom of Rain Gardens to provide soil stabilization. 3" of bark mulch shall be applied (']) � • t , to swale side slopes. �i tll rlli 7. Use only shrubs and varieties, as indicated on plan. Changes must be approved by designer. # ti �II# £tIl# 8. Purchase healthy material at minimum sizes indicated on plan. N p II fII kII II; i(; f 9. Placement of shrubs and trees should match design as closely as possible. Minor adjustments in plant CA spacing is acceptable. jj 10. Plant quantity should be based on planting plan, not plant list. 11. Designer is not responsible for failure. F plant �� --- 12. Provide 3" of shredded bark mulch over planting beds. a ; c.:: -::wax �„� ( �1 ;� f � � } � Itl,_-.- �_ � i�----_�,__ [ t ""'-------_,_. __.__��__--.-....__----...._""'",------•--._.. 7 # f 11 vrt It+��""' � Ni} � F 7€ tIII II ✓ d..� # { f i : S # f f !�I ��I� il�# }Ilt � t f iS : { � tI� �I�i ti��� €#I�s i � # s t ? # i �` f Nil SII __�� _��_ � ; i ; ? I I _ _ __ II FIIi II# i `-�` .._. f ' tlti il( IliiF flit in t tl I# 11 II -NPZ-1(fr DODO S� tW fd ufi lit o l� SHEET LA -1 of 3 co r. p r 4 �E • N . N � p i � O � V1 O 00�`l[)v0 O O Z Lij � Z � O O � flS SHEET LA -1 of 3 co 0 r 4 , O N O � M 0 p � 1'/0-1 ail LO ti N p CA QQ bn N F ctl �- � � a N w O w a> '4 ' ~ ,t -Z Z-17) 92 .C, SHEET LA -1 of 3 co 0 r 4 , N M 0 p � 1'/0-1 ail LO N p CA QQ tY1 N F �- N w w w a> w w Q U a � SHEET LA -1 of 3 co � r 4 , N 0 1'/0-1 ail t- N �- N SHEET LA -1 of 3 s K 4 r 4 , PLANE LIST FOR VEGETATED SWALE SYMBOL QTY. BOTANICAL NAME SIZE SYMBOL QTY. BOTANICAL NAME SIZE SYMBOL QTY. BOTANICAL NAME SIZE SYMBOL QTY. BOTANICAL NAME SIZE SYMBOL QTY. BOTANICAL NAME SIZE TREES COMMON NAME LARGE SHRUBS & SMALL TREES COMMON NAME SHRUBS COMMON NAME HERBACEOUS PLANTS COMMON NAME tjj i GROUNDCOVERS COMMON NAME O AP 5 Acer rubrum 2" cal. RS 14 Ribes sanquineum 3 Gal. CS 20 Cornus sericea 1 Gal. 94 Carex rupestris 1 Gal. FC 306 Fragaria chiloensis 1 Gal. Pacific Sunset Maple Red—flowering Current Red—twig Dogwood Curly Sedge LCD Coastal Strawberry SD 22 Spiraea douglasii 3 Gal. RN 21 Rosa nutkana 1 Gal. ` , " 94 Juncus ensifolius 1 Gal. MR 306 Mahonia repens 1 Gal. z 0 C Douglas Spiraea Nootka Rose y � Da erleaf Rush Creeping Oregon Grape N ,-- z 94 Polyp dium glycrrhiza 1 Gal. 0 Q Licorice Fern Q 94 Scirpus microcarpus 1 Gal. 612 TOTAL GROUNDCOVERS. PLANT 1 GAL. POTS AT 12" ON CENTER IN A TRIANGULAR U Small Fruited Bulrush PATTERN. BOTTOM 1.5' OR 2' OF SIDE SLOPE SHALL BE CREEPING OREGON GRAPE, a� w w 95 Sisyrinchium californicum 1 Gal. TOP 1.5' OR 2' OF SIDE SLOPE SHALL BE COASTAL STRAWBERRY. Yellow—eyed Grass 680 TOTAL HERBACEOUS PLANTS. PLANT 1 GAL. POTS AT 12" ON CENTER IN A TRIANGULAR PATTERN AND DISTRIBUTE PLANTS EVENLY THROUGH DESIGNATED AREA. SCALE 1`10' 4)SD —\ 1)AG --- --- ___ --- ' DRAIN AREA NO—\ DRAIN AREA NO RG 2 PLANT ZONE 3)IRS —\ 2)SD—N 4)SD - SPLASH PAD NO PLANT ZONE 2)CS 1)AG PLANT ZONE 1)AG--\ 3)RS - _IN'R.. __� L3)RN 3)CS NOTE: RECOMMENDED SWALE PLANTINGS COME FROM THE PORTLAND STORMWATER MANAGEMENT MANUAL (APPENDIX F). 2)SD—, — • v -.. � w a v r r a� a r a r v r a r tl a r w r _ r a r a r r a _ r 5 3)CS 1)AG 1)CS 2)RN naoQ J `—SPLASH PAD NO m —. ---� - 1)SD PLANT ZONE SPLASH PAD PLANT ZONE MIN. RAIN GARDEN YLAN'PIN G LIST ZONE A 685 SQ. FT. 471 HERBACEOUS PLANTS ZONE B 875 SQ. FT. 5 TREES 27 LARGE SHRUBS / SMALL TREES 35 SHRUBS 612 GROUNDCOVERS 1)RN 3)CS 3)RN NOTES: 1. Automatic underground irrigation system will be designed and installed by a licensed contractor in all lawn, shrub beds and bio—swales. Rain Gardens should be zoned separately so that once plants are established water con be applied infrequently. 2. Because of construction compaction of soil, completely clean area of construction debris and heavily amend shrub beds with a three to six inch layer of compost. Till entire area to a depth of 12". 3. Special care should be taken before planting trees. Excavate area to a depth of 24" and twice the size of the root ball. Heavily amend site with compost. 4. Rain Garden areas should be clearly marked before site work begins to avoid soil disturbance and compaction during construction. No vehicular traffic, except that specifically used to construct the facility, should be allowed within 10 feet of swale areas. 5. After Rain Garden areas are cleared and graded, all disturbed subsoil shall be tilled before capping with 18" of topsoil. If existing areas surrounding the stormwater facility are disturbed by construction, the top 18" of shall be tilled. After tilling is completed, no other construction traffic shall be allowed in the area, except for planting and related work. 6. Apply 2" pea gravel to bottom of Rain Gardens to provide soil stabilization. 3" of bark mulch shall be applied to side slopes. 7. Use only shrubs and varieties, as indicated on plan. Changes must be approved by designer. 8. Purchase healthy material at minimum sizes indicated on plan. 9. Placement of shrubs and trees should match design as closely as possible. Minor adjustments in plant spacing is acceptable. 10. Plant quantity should be based on planting plan, not plant list. 11. Designer is not responsible for plant failure. 12. Provide 3" of shredded bark mulch over planting beds. R lk, rlP2ltn-o�-{0 54'_G PM (vtaJ& Juhn ItUDdmmme( PO i1 of -14 (A Z 0 w x SHEET LA -2 of 3 0 eti ✓i r�COD 434 4 O '� co 1 � tjj i T (V1 - 6 O I` � jj�� O/1 �.V/ C77 O V 1 0 vi O LCD � O ib UJ Lo CO o _� 0 O � = C.D 6i 0� W z 0 C c� (A Z 0 w x SHEET LA -2 of 3 0 O CDLO O b 0 N O N 0� W GYi c� C3 N ,-- z 0 Q Q Q (A Z 0 w x SHEET LA -2 of 3 0 CDLO ail N O 0� W GYi r7 ,-- z 0 Q Q Q U a� w w w Oa cUi� (A Z 0 w x SHEET LA -2 of 3 HERBACEOUS PLANTS: TYPE AND SPACING AS SHOWN ON PLANTING PLAN LA -2 SMALL TREE LARGE —\ SHRUBS: TYPE AND SPACING AS SHOWN ON PLANTING &b PLAN LA -2 VWCom. . ,o 0 3:1 MAX. SIDE SLOPES 24" GROWING EXISTING SUBGRADE MEDIUM 3' FLAT -- 3' ZONE B BOTTOM - ZONE A a 3' ZONE B RAIN GARDEN PLANTING DETAIL NTS TREES: TYPE AND SPACING AS SHOWN ON PLANTING PLAN LA -2 SHRUBS: TYPE AND SPACING AS SHOWN ON PLANTING PLAN LA -2 GROUNDCOVERS: CREEPING OREGON GRAPE ON BOTTOM 1.5' OR 2' OF SIDE SLOPES COASTAL STRAWBERRY ON UPPER 1.5' OR 2' OF SIDE SLOPES SWALE MATERIAL SPECIFICATIONS 1' 1 1. Furnish topsoil containing no substance detrimental to the growth of plants and that is free of plants designated by the Oregon Department of Agriculture as type "A" or type "B" weeds. 2. The composition of topsoil shall be any blend of loamy soil, sand, and compost that is 40-50% organic matter (by volume). 3. A sieve analysis of the blended material, including compost, shall be conducted in conformance with ASTM C117.C136, AASHTO T11/T27 of ASTM D422/D1140. 4. The pH (Power of Hydration) of the blended material shall be tested and be between 6 to 8. 5. Base area of Rain Garden shall be tilled to a depth of 12" prior to placement of growing medium. r— AC PAVING & EXTRUDED CURB WITH 3' BREAKS FOR DRAINAGE PER PLAN DOME TYPE AREA 475.28 DRAIN AS PER DETAIL RG 1 475.28 -OUTFALL RG 1 PER PLAN 6" ROUND ROCK GRATE7RG 1 474.58 SPLASH PAD FIAT ROTTOM 3;1 SLOT �\/4\//\\/\� /\\ ` %%\j\/ NOTE; SLOPE FROM AC/CONC TO TOP OF RAIN GARDEN VARIES 3:1 OUTLET PIPE MAX PER PLAN NOTE; GROWING MEDIUM SHALL BE 24" SUNMARK NATIVE WATER QUALITY MIX. APPLY 2" PEA GRAVEL AT BOTTOM FOR SOIL STABILIZATION VARIABLE WIDTH 9' AT AREA DRAIN - RG 1 RAIN GARDEN RG 1 SECTION NTS - AC PAVING & EXTRUDED CURB WITH 3' BREAKS FOR DRAINAGE PER PLAN DOME TYPE AREA DRAIN AS PER DETAIL 475.87 RG 2 475.87 RG 2 FLS=474.87 RG 2 OUTFALL GRATE=475.17 PER PLAN r-1 0' NOTE; SLOPE FROM AC/CONC TO TOP OF RAIN GARDEN VARIES 3:1 MAX 6" ROUND ROCK SPLASH PAD NOTE; GROWING MEDIUM SHALL BE 24" SUNMARK NATIVE WATER QUALITY MIX. APPLY 2" PEA GRAVEL AT BOTTOM FOR SOIL STABILIZATION 3.0 FLAT BOTTOM' _ 9.0' WIDTH _ RG 2 3:1 SLOPE. E , ME RAIN GARDEN RG 2 SECTION NTS MPx ONO s��e B1a� r�ccjb�rv�d.�fi�iwri � o hn t�-amrn.Lr�' py 13 o�i�f U:) PSA g UWa23 � o rn E r� O M N (1 C M p O E C oo W pry = O CD Z Z O V) r, -9 " 4 `a e legyr AU�:�.,-` , 4 " 0 o CQ Q) a, � r- .ct N bn 00 N p Cti tY1 t� N Z W �J A Q Q •cE > V) r, -9 " 4 `a e legyr AU�:�.,-` , 4 " 0 o a, � r- N 00 N p Cti tY1 t� Z W Q A Q Q > V) w w a, w w w F w w w 0 d W 0 Q a cn x x U r, -9 " 4 `a e legyr AU�:�.,-` , 4 " a, o N 00 z ww o > V) r, -9 " 4 `a e legyr AU�:�.,-` , 4 " M„ OCE"TERIJOR w 2W 12'-4" 10'-2" 12'-4" i0'-2" 121-4" EXTERIOR Le -M,- ---. _vRom'.. omxwmmmmmm� Utz c0y plan vv4ym.odr�WA-�on �%t D 0C W RODD E. HANSEN � y • • EUGENE, OREGON 5173 OF 4 THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC 11 R, EXTERIOR TITLE: ELEVATIONS J015t! 1211.0216201ro DRAM R-1 SY: 1851,1E 1-18-201ro DATE: (SCALE: 0/011=01-011 - i 4f 41i