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Plan, Tentative APPLICANT 6/8/2015 (3)
PROJECTS 1928 5th Street, Springfield, Oregon Tax Map and Lot: 17-03-26-24-2900 � 1 � VICINITY MAP NTS N kiv Ry � cjF `6 DRAWINGS-- 99_w1A.wz1 L1.0 COVER SHEET *"-Ir k EXISTING CONDITIONS L3.0 SITE PLAN L4.0 LAYOUT PLAN L5.0 GRADING PLAN L6.0 LANDSCAPE PLAN L7.0 Aspen S4 C1 UTILITY PLAN LO 00) ZQ V Q O N Z 1< f!x w}awvw� ,.4wm�fn� 'n V (y C d' =Oawa. Um,_pz Z== ado=ooa W m LO >< .' LLI I— „LL �oir�a�ir gy�z,z„Na N 4 irw3W�ow w>aW3rz--� N ,ems} ,4; "• Qi (Y zw�Ow�� ¢ _ (� o t6 W cooQW)�,��' 0 ~xc'LLo Ns�?O� IRW � O¢z¢O W JZHL K. {( S• Qw W cc MXw V _ Cua 0�t-, '-� wz� - utoi � �ir-�t) o � 0 Lr U) 0CrtoUQ F 14 Z4 8 ,6 OL 0%% < 40"ON me Z 0 is "Joc IS UOQ � W w 0 W_ LL C3. V Z ZE J a W }, W W t �W 0 OC am IL co) W U) H00 0 LL C4 v U. �. Revisions # Date Description . IT m v rn y o L6 m Q Ir CQ Cn V C cry m fa Ll ■ 0 �r iiia AIS ntq e WaysidO Ln Vi 0 7 '4S pw 71 CL IJ IS 41 N<. 419 P w 'S (IIS 1118 Is L116 -N CL 4S 410 L N tis I � IS FAIL I N Id 4P L o VICINITY MAP NTS N kiv Ry � cjF `6 DRAWINGS-- 99_w1A.wz1 L1.0 COVER SHEET L2.0 EXISTING CONDITIONS L3.0 SITE PLAN L4.0 LAYOUT PLAN L5.0 GRADING PLAN L6.0 LANDSCAPE PLAN L7.0 LIGHTING PLAN C1 UTILITY PLAN BUILDING PLANS 1 OF 3 ARCHITECTURAL PLANS AND ELEVATIONS 2 OF 3 ARCHITECTURAL PLANS AND ELEVATIONS 3 OF 3 ARCHITECTURAL PLANS AND ELEVATIONS 5th STREET PROJECT, LLC 2065 WEST 16th WAY EUGENE, OR 97401 (541) 337-7670 CONTACT: MIKE O`CONNELL, SR., Applicant mikeoconnellsr@gwestoffice.net PLANNER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS& ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 - FAX (541) 686.-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: NATHAN PATTERSON, PE nathanp@branchengineering.com SURVEYOR BRANCH ENGINEERING, INC. 310 FIFTH STREET SPRINGFIELD, OREGON 97477 (541) 746-0637 CONTACT: DAN NELSON, PLS dann@branchengineedng.com STRUCTURAL ENGINEER PIONEER ENGINEERING LLC P.O. BOX 788 PLEASANT HILL, OR (541) 746-5841 CONTACT: ADAM CLOUGH, P.E., S.E. adam@pioneerengr.com BUILDING DESIGNER LUKE DESIGNS, INC. 1253 D STREET SPRINGFIELD, OR 97477 (541) 746-7757 CONTACT: MONTY LUKE lukedesigns7@gmail.com Dale Rei cei%IeGl`: OnginalSubmitta LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 �1 /v + LANDSCAPE ARCHITECTS + !�mpf VA I SATRE&I z 0 w at waW��n. 3. a. 0. O t` w O .06�Is- ZZCn LO 00) ZQ V Q O N Z 10 00 � pp 0 (P w}awvw� ,.4wm�fn� 'n V (y C d' =Oawa. Um,_pz Z== ado=ooa W m LO >< cai�zir�Wi? LLI I— „LL �oir�a�ir gy�z,z„Na N 4 irw3W�ow w>aW3rz--� N ,ems} ,4; "• Qi (Y zw�Ow�� ¢ _ (� o t6 W cooQW)�,��' 0 ~xc'LLo Ns�?O� IRW � O¢z¢O W JZHL K. {( S• Qw W cc MXw V _ Cua 0�t-, '-� wz� - utoi � �ir-�t) o � 0 Lr U) 0CrtoUQ F 14 Z4 8 ,6 OL 0%% T E � fir', ,,WCG 40"ON me Z 0 0 W w 0 W_ LL V Z J a W �= W W _ �W 0 OC IL co) W U) H00 0 LL C4 v U. �. Revisions # Date Description m v rn y o L6 m Q Ir CQ Cn V C Y U m m fa Ll ■ 0 a M O C9 W w x v L6 N ru CHERRY I12" APPLE 12" CHERRY WEST 313.50' 10" 5x8" PLUM 25' RESERVE AREA FOR POSSIBLE FUTURE 3RD STREET CONNECTION 10" APPLE 3x10" WALNUT 2x14" WALNUT 2x10" APPLE • 10" PLUM 10" PLUM 0 4' BARBED WIRE FENCE TO BE REMOVED 6 WOOD PRIVACY FENCE TO REMAIN R9 FTFMMMMTM TAX LOT 2800 TAX LOT 2900 AREA = 68.609 SF io Ccli D� 0 o, WEST 626.95' �1 L TAX LOT 3000 WEST 313.29' SIL • EXISTING DECIDUOUS TREE TO BE REMOVED + EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN e -- —• PROPERTY LINE (SUBJECT PROPERTY) — PROPERTY LINE (ADJACENT LOTS) SITE ASSESSMENT OF EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan prepared by licensed Landscape Architect. 2. Vicinity Map • See sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is located in Zone X: Areas determined to be outside 500 -year floodplain. 6. The Time of Travel Zones, as specked in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 5 to 10 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 41/2 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • See plan for location of all trees 5" or larger. Site contains no riparian areas, wetlands or rock outcroppings. SOILS • SOILS ON SITE ARE SALEM -URBAN LAND COMPLEX (81%) and MALABON-URBAN LAND COMPLEX (19%). NN —TYPAs- o�o►5 f :ra fr`w_ x P A z ,O V W O LL I O Z W 1® ® 0 W ® Ja I � � �W LL> O I~ CO) L0 W CO) = 00 ~ U. N tJ� W M. . . Scale: 1'= 20' 0" 0 10 20 40 .Q Revisions .O ' y # Date Description J m• a' c� Z � .1 CIS • w ; EXISTING CURB CUT TO BE REMOVED z t E .a co CD �.� Lo >– o 4" FIR y ,j; m a. Original Su brnittal_�on z 0 W W w Q� D waLU ZWo�=� m r >OU�-tiQ U1,;oQ�zzm Z W 0 Z � co 0002=0 co �y (fl a Owe LL � (0 W>d W �Rw000tq� 'n V 'CjW_d. LL:, 0 ) C �7' C - 3:>- = ¢aowoLL a W N w,9w� o� 8,.- W M H U- QW QoWoT� T r0) iaZC J O W N y Q O p mF-QWo� ui N 4; N zwWvoiwas � t0 cts a�F-xc� W co W +n m a =�=}~ow �� 0�- f :ra fr`w_ x P A z ,O V W O LL I O Z W 1® ® 0 W ® Ja I � � �W LL> O I~ CO) L0 W CO) = 00 ~ U. N tJ� W M. . . Scale: 1'= 20' 0" 0 10 20 40 .Q Revisions .O ' y # Date Description J m• a' c� Z � .1 CIS • w ; EXISTING CURB CUT TO BE REMOVED z t E .a co CD �.� Lo >– o 4" FIR y ,j; m a. Original Su brnittal_�on X U L2mO L6 _a D m O a rr c W cc c a ran rr W X U L2mO L6 _a [KIRM-fillimIL113,1117m 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389. 3. NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 5. THERE SHALL BE REQUIRED REVIEWS BY OWNERS REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90- ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. TAX LOT 3101 dl 26 a j C C 27 28 C RESERVE -�� N - I �. - /� 0 1,77-9� TRASHA31CYCLE ENCLOSURE ---- / I // FOR AREA C0 /. /,�'/ I FUTURE 3rd STREET //x CONNECTION /X,/ COMIMONj/' 6' WOOD OPEN .�RIVACY SPACE F 1ENCE TO 236 SF * 3 YARD DUMPSTER IN VX 8' CLOSURE WITH GATES, COVER, AND DRAIN * 15 BIKE RACKS IN ENCLOSURE WITH LIG14TS AND COVER DRIVEWAY AJC SITE PLAN NOTES DENSITY REQUIRED: STANDARD: 28 TO 42 DU I NET ACRE t 3 C 4 5 C DU I NET ACRE: 42 to 68 8 38 DWELLING UNITS #17 LOCATED ADJACENT TO 26 DU I NET ACRE 12 13 C C PROPERTY'S NARROW CONFIGURATION PROHIBITS ADDITIONAL 16 VEHICLE PARKING REQUIRED: STANDARD: 1.5 SPACES / DU RESULT: 57 SPACES 23 24 C 58 SPACES 6 7 9 C 10 C 11 C 14 C 15 Cjj 18 19 20 21 22 25 C STANDARD: 15% OF GROSS SITE AREA _0 RESULT: GROSS SITE: 1.57 GROSS ACRES (68,609 SF) 15% OF SITE: 10,291 SF PROPOSED: 18,082 SF (26% OF GROSS SITE) COMMON O.S. MENNEN REQUIRED: STANDARD: .25 SF 11.00 SF OF GROSS FLOOR AREA (500 SF MIN. WITH NO DIMENSION LESS THAN 15') Ism RESULT: GROSS FLOOR AREA: 31,036 SF CURB CUT TO BE .25 / 1.00 SF: GROSS: 7,759 SF NET: 2,616 SF (COMMON O.S. LESS PRIVATE O.S.) * 15 BIKE RACKS IN ENCLOSURE WITH LIGHTS AND COVER REMOVED AND REPLACED W7 H IT CURB, GUTTER AND SIDEWALK PER PER IV I low, CITY STANDARDS.• ANJ 17-A. PERVIOUS Scale: 11 2(Y - 01 co IT PERVIOUS j to PERVIOUS 17— 34 PERVIOUS 38 UJ AJC 20 40 AIG //I , 2-wstory A/C-- 2. 2-story,�',� 2-6tory,,:,- 2-'storY"' W Revisions A/C LO �830 sf 812 sf :812 sf:�' '812 sf ',830 si" C"i w U) # L - Description 1-A� ------ --- ---- - ---- dl 26 a j C C 27 28 C RESERVE -�� N - I �. - /� 0 1,77-9� TRASHA31CYCLE ENCLOSURE ---- / I // FOR AREA C0 /. /,�'/ I FUTURE 3rd STREET //x CONNECTION /X,/ COMIMONj/' 6' WOOD OPEN .�RIVACY SPACE F 1ENCE TO 236 SF * 3 YARD DUMPSTER IN VX 8' CLOSURE WITH GATES, COVER, AND DRAIN * 15 BIKE RACKS IN ENCLOSURE WITH LIG14TS AND COVER DRIVEWAY AJC SITE PLAN NOTES DENSITY REQUIRED: STANDARD: 28 TO 42 DU I NET ACRE PROPOSED: 3,122 SF ACTIVE O.S. REQUIRED: STANDARD: 250 SF MIN. (NO DIMENSION LESS THAN 16) RESULT: 38 DU = 475 SF PROPOSED: 645 SF PRIVATE O.S. REQUIRED: STANDARD: 96 SF I DU MIN. (NO DIMENSION LESS THAN 6') RESULT: 38 DU X 96 SF = 3,648 SF PROPOSED: 5,143 SF ACTIVE RECREATION AREA - 645 SF a BICYCLE ENCLOSURE 4— T PERVIOUS A/C RESULT: SITE SIZE: 1.57 GROSS ACRES 1.49 NET ACRES DU I NET ACRE: 42 to 68 PROPOSED: 38 DWELLING UNITS #17 LOCATED ADJACENT TO 26 DU I NET ACRE EXPLANATION: PROPERTY'S NARROW CONFIGURATION PROHIBITS ADDITIONAL UNITS. VEHICLE PARKING REQUIRED: STANDARD: 1.5 SPACES / DU RESULT: 57 SPACES PROPOSED: 58 SPACES BIKE PARKING ca REQUIRED: STANDARD: 1 SPACES I DU, 100% LONG-TERM RESULT: 38 SPACES PROPOSED: 38 SPACES, LONG-TERM OPEN SPACE GENERAL O.S. REQUIRED: STANDARD: 15% OF GROSS SITE AREA _0 RESULT: GROSS SITE: 1.57 GROSS ACRES (68,609 SF) 15% OF SITE: 10,291 SF PROPOSED: 18,082 SF (26% OF GROSS SITE) COMMON O.S. MENNEN REQUIRED: STANDARD: .25 SF 11.00 SF OF GROSS FLOOR AREA (500 SF MIN. WITH NO DIMENSION LESS THAN 15') Ism RESULT: GROSS FLOOR AREA: 31,036 SF CURB CUT TO BE .25 / 1.00 SF: GROSS: 7,759 SF NET: 2,616 SF (COMMON O.S. LESS PRIVATE O.S.) PROPOSED: 3,122 SF ACTIVE O.S. REQUIRED: STANDARD: 250 SF MIN. (NO DIMENSION LESS THAN 16) RESULT: 38 DU = 475 SF PROPOSED: 645 SF PRIVATE O.S. REQUIRED: STANDARD: 96 SF I DU MIN. (NO DIMENSION LESS THAN 6') RESULT: 38 DU X 96 SF = 3,648 SF PROPOSED: 5,143 SF ACTIVE RECREATION AREA - 645 SF a BICYCLE ENCLOSURE 4— T PERVIOUS A/C DRIVEWAY AJC NOTE: LTD LOCATION FOR BUS 0) 3 YARD DUMPSTER IN IT X V CLOSURE IRr I #17 LOCATED ADJACENT TO WITH GATES, COVER AND DRAIN TAX LOT 2900 PROPERTY ON EAST SIDE OF 5th STREET. PERVIOU9 mi an 8 BIKE RACKS IN ENCLOSURE WITH ca ui U) //7777 — 777%/'/ LIGHTS AND COVER Lu AIC _0 I-- 00 TRASHIBICYCLE ENCLOSURE MENNEN i!OOOOi�i�Oi Ism EMMAI�I WIM CURB CUT TO BE > LL * 15 BIKE RACKS IN ENCLOSURE WITH LIGHTS AND COVER REMOVED AND REPLACED W7 H IT CURB, GUTTER AND SIDEWALK PER PER IV I low, CITY STANDARDS.• ANJ 17-A. Scale: 11 2(Y - 01 co IT r7I 77 to PERVIOUS 17— 34 - I 38 UJ 0 10 20 40 AIG //I , 2-wstory 2_ 0, 24;tory,� - 2. 2-story,�',� 2-6tory,,:,- 2-'storY"' W DRIVEWAY AJC TAX LOT 3100 TAX LOT 3000 LEGEND PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) EXISTING 6' WOOD FENCE TO REMAIN PROPOSED 6' WOOD FENCE F — BUILDING OVERHANG 4" IRRIGATION SLEEVE - SIZE NOTED ON PLAN PROPOSED POLE MOUNTED LIGHT EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN STANDARD PARKING SPACE (9'XI8') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). COMPACT PARKING SPACE (8!X16') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). ADA PARKING SPACE (9'X18') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). CONCRETE PAVING - PEDESTRIAN GENERAL OPEN SPACE (LANDSCAPE) F COMMON OPEN SPACE (LANDSCAPE) L PRIVATE OPEN SPACE (PATIO AND LANDSCAPE) mACTIVE RECREATION AREA (PLAY AREA) ENCLOSED BIKE PARKING AND TRASH + LANDSCAPE ARCHITECTS + Cr Q -J ul zZ C 2 po uj m uj a not 0 LCU < W: -<Xorl an CL 5 8 0- P, " -< 0 Cm -z ; .a , f- 5=D1w0�0 .82= 5.i "8R<8am aM%0ow,i 0(d 10=0=mw Q UU w fQpx..Q Wa) 0) :3 X UJ Cc u- 0<0 zzWRlcul!� E zwln = Cj C) 0 M-.5ffiRg-. W Zt q =- 1-1 u-1 - 3- -'- wm- v ;L+ Sww�Fzcxi U)tLi CO nxr=onto Ul co t; 9 W1.- 2 E 'C�L zwm I<,- wu j - In 10 (D uj LO 0 m xwx>~off CL z 84 .10 ro 09 PTE E-1 eGO N NOTE: LTD LOCATION FOR BUS 0) C14 IRr I #17 LOCATED ADJACENT TO 0. co PROPERTY ON EAST SIDE OF 5th STREET. PERVIOU9 mi an ca ui U) //7777 — 777%/'/ z Lu AIC _0 I-- 00 TRASHIBICYCLE ENCLOSURE MENNEN U. C4 * 3 YARD DUMPSTER IN 6'X 8! CLOSURE WITH GATES,EXISTING COVER, AND DRAIN CURB CUT TO BE > LL * 15 BIKE RACKS IN ENCLOSURE WITH LIGHTS AND COVER REMOVED AND REPLACED W7 H IT CURB, GUTTER AND SIDEWALK PER PER CITY STANDARDS.• ANJ 17-A. Scale: 11 2(Y - 01 co IT r7I 77 to PERVIOUS 17— 34 - I 38 UJ 0 10 20 40 AIG //I , 2-wstory 2_ 0, 24;tory,� - 2. 2-story,�',� 2-6tory,,:,- 2-'storY"' W Revisions LO �830 sf 812 sf :812 sf:�' '812 sf ',830 si" C"i w U) # Date Description PATIO W LO STORAGE (1112 C.Y. MIN.) C%j LO W WOOD FENCE (TYP) S F - L0 TAX LOT 3100 TAX LOT 3000 LEGEND PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) EXISTING 6' WOOD FENCE TO REMAIN PROPOSED 6' WOOD FENCE F — BUILDING OVERHANG 4" IRRIGATION SLEEVE - SIZE NOTED ON PLAN PROPOSED POLE MOUNTED LIGHT EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN STANDARD PARKING SPACE (9'XI8') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). COMPACT PARKING SPACE (8!X16') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). ADA PARKING SPACE (9'X18') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). CONCRETE PAVING - PEDESTRIAN GENERAL OPEN SPACE (LANDSCAPE) F COMMON OPEN SPACE (LANDSCAPE) L PRIVATE OPEN SPACE (PATIO AND LANDSCAPE) mACTIVE RECREATION AREA (PLAY AREA) ENCLOSED BIKE PARKING AND TRASH + LANDSCAPE ARCHITECTS + Cr Q -J ul zZ C 2 po uj m uj a not 0 LCU < W: -<Xorl an CL 5 8 0- P, " -< 0 Cm -z ; .a , f- 5=D1w0�0 .82= 5.i "8R<8am aM%0ow,i 0(d 10=0=mw Q UU w fQpx..Q Wa) 0) :3 X UJ Cc u- 0<0 zzWRlcul!� E zwln = Cj C) 0 M-.5ffiRg-. W Zt q =- 1-1 u-1 - 3- -'- wm- v ;L+ Sww�Fzcxi U)tLi CO nxr=onto Ul co t; 9 W1.- 2 E 'C�L zwm I<,- wu j - In 10 (D uj LO 0 m xwx>~off CL z 84 .10 ro 09 PTE E-1 eGO N F) �C CAQy �pZ�S �i���uJ otrl� oil Date Received, Criginall SUbmittal—M— LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 NOTE: LTD LOCATION FOR BUS 0) C14 IRr I #17 LOCATED ADJACENT TO 0. co PROPERTY ON EAST SIDE OF 5th STREET. mi an ca ui U) //7777 — 777%/'/ z Lu x _0 I-- 00 TRASHIBICYCLE ENCLOSURE PROPOSED CURB CU . ........ .................... ... ... U. C4 * 3 YARD DUMPSTER IN 6'X 8! CLOSURE WITH GATES,EXISTING COVER, AND DRAIN CURB CUT TO BE > LL * 15 BIKE RACKS IN ENCLOSURE WITH LIGHTS AND COVER REMOVED AND REPLACED W7 H IT CURB, GUTTER AND SIDEWALK PER PER CITY STANDARDS.• ANJ 17-A. Scale: 11 2(Y - 01 r7I 77 to PERVIOUS 17— 34 - I 38 UJ 0 10 20 40 AIG //I , 2-wstory 2_ 0, 24;tory,� - 2. 2-story,�',� 2-6tory,,:,- 2-'storY"' W Revisions LO �830 sf 812 sf :812 sf:�' '812 sf ',830 si" C"i w U) # Date Description PATIO LO STORAGE (1112 C.Y. MIN.) C%j LO W WOOD FENCE (TYP) S F - L0 F) �C CAQy �pZ�S �i���uJ otrl� oil Date Received, Criginall SUbmittal—M— LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 0) C14 IRr I � U) F) �C CAQy �pZ�S �i���uJ otrl� oil Date Received, Criginall SUbmittal—M— LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 I ;g D- 0 111 X 3: 0 co L6 ca ui CD I ;g D- 0 111 X 3: 0 co L6 NOTES 1. SEE SHEET L3.0 FOR ADDITIONAL NOTES. SLEEVES 1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS: • SLEEVES TO BE SET 18" BELOW FINAL GRADE. • SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. • OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE • WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WALKS AND CURBS. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC. 3. SEE PLAN FOR SLEEVE SIZE. 4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATION SYSTEM. LEGEND • �- — PROPERTY LINE (SUBJECT PROPERTY) — PROPERTY LINE (ADJACENT LOTS) 13 13 a EXISTING FENCE TO REMAIN PROPOSED FENCE BUILDING OVERHANG 4" ^ IRRIGATION SLEEVE - SIZE NOTED ON PLAN EXISTING DECIDUOUS TREE TO REMAIN 0 EXISTING CONIFEROUS TREE TO REMAIN STANDARD PARKING SPACE (9'X18') INCLUDES WHEEL STOP TO MEET C3' REQUIREMENTS OF SDC 3.240(8)(1). COMPACT PARKING SPACE (8'X16') Wv INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(1). ADA PARKING SPACE (9'X18') r' INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). CONCRETE PAVING - PEDESTRIAN LAWN COMMON OPEN SPACE (LANDSCAPE) L_j PRIVATE OPEN SPACE (PATIO AND LANDSCAPE) ENCLOSED BIKE PARKING AND TRASH 0Filill, t --T ALIGN FACE OR EDGE ALIGN . "—o . . s . . • . . .. . .. .. - . . in 26'-0" o PATIO o rn i` irs (TYP,) - . . _ _ 5 <� 1 a t • PERVIOUS "I _ I AIC PERVIOUS IL PERVIOUS AIC •• € o c o o — a 0 0 0 0 0 0 0 a o 0 o c o 0 0 ,o '; ,�- a \�j PERVIOUS AJC a, PERVIOUS A/C PERVIOUS AIC 2 @ 8k16' 2 @ 8k'l8' L4(j 9k18' T 7 @ $k1$' 9' 3 @ 9k18' g' 4 @ 9k18' g� r _ "3•@ 8k18' LEGEND • �- — PROPERTY LINE (SUBJECT PROPERTY) — PROPERTY LINE (ADJACENT LOTS) 13 13 a EXISTING FENCE TO REMAIN PROPOSED FENCE BUILDING OVERHANG 4" ^ IRRIGATION SLEEVE - SIZE NOTED ON PLAN EXISTING DECIDUOUS TREE TO REMAIN 0 EXISTING CONIFEROUS TREE TO REMAIN STANDARD PARKING SPACE (9'X18') INCLUDES WHEEL STOP TO MEET C3' REQUIREMENTS OF SDC 3.240(8)(1). COMPACT PARKING SPACE (8'X16') Wv INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(1). ADA PARKING SPACE (9'X18') r' INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 3.240(8)(f). CONCRETE PAVING - PEDESTRIAN LAWN COMMON OPEN SPACE (LANDSCAPE) L_j PRIVATE OPEN SPACE (PATIO AND LANDSCAPE) ENCLOSED BIKE PARKING AND TRASH 0Filill, t --T ALIGN FACE OR EDGE ALIGN . "—o . . s . . • . . .. . .. .. - . . 'I�I�ZIS 6�OiS 5�� Plcun 2E�evJ IN��.e OC�n�ll ��. Date Receiveci,' 2015 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 + LANDSCAPE ARCHITECTS + z 0 UJ uj w w o Q < F 110 w < w y W g a iz�=Kp zwzr=w fir=-=o¢�� G. z z w W O } oawzZm :tai zrVU' WN �.5 a � z Q ,1: to C='Jpr�i)z�ai N �0 CID fi 00 W} a W U w ci w o0pzw<w v t' ppmrz� x i ¢ W �Ow�pa v w�'-=N n_zrru�wo w o�w www ~ rg�<z00 wNa rz N N d O irwgwR y LV (/3E QD N S >; "i 0 fl .i v prnQwaz= E �..�.rr wF pLrl}- i. w cn z r Z w V I.ii C � ¢ r LL C3 E Luto M CL 0a`—'Z}~�_ v�tn�¢�Csr 84 E GON N Scale: i" = 20 - 0" 0 10 20 40 Revisions # I Date I Description 19 E o 3 m a o � N IC) _m CO co fa 3 � m Qi .Ia o o a I 1J PERVIOUS "I AIC PERVIOUS PERVIOUS AIC ao a, PATIO - 24' 24� C14 24 'I�I�ZIS 6�OiS 5�� Plcun 2E�evJ IN��.e OC�n�ll ��. Date Receiveci,' 2015 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 + LANDSCAPE ARCHITECTS + z 0 UJ uj w w o Q < F 110 w < w y W g a iz�=Kp zwzr=w fir=-=o¢�� G. z z w W O } oawzZm :tai zrVU' WN �.5 a � z Q ,1: to C='Jpr�i)z�ai N �0 CID fi 00 W} a W U w ci w o0pzw<w v t' ppmrz� x i ¢ W �Ow�pa v w�'-=N n_zrru�wo w o�w www ~ rg�<z00 wNa rz N N d O irwgwR y LV (/3E QD N S >; "i 0 fl .i v prnQwaz= E �..�.rr wF pLrl}- i. w cn z r Z w V I.ii C � ¢ r LL C3 E Luto M CL 0a`—'Z}~�_ v�tn�¢�Csr 84 E GON N Scale: i" = 20 - 0" 0 10 20 40 Revisions # I Date I Description 19 E o 3 m a o � N IC) _m CO co fa 3 � m Qi .Ia o o a I 1J TC 451.75-� MATCHNERIFY Be 451.25 MATCHNERIFY 451.82 MATCHNERIFY TC 451.45 MATCHNERIFY - Be 450.95 TC 450.74 Be 450.24 TC 450.54 `----78 TC 75 450.78 Be 450.04 Bs 44x.76 i 450.82 w TS 450. x TS 450.86�upl�7S 450.91 ,m SS 450.88 4: ( o� • 449.82 BS 45021 SS 450.28S 450.50 TC 450.18 RAIN C 449.68 GARDEN TC 449.60 -- Be 449.10 1 Be 450.54 as zz ,� 0 o N a T-jr- -11 N- Be 448.94 1 1 TC 449.60 Be 449.10 .76 449.1 NT TC SAME Be 450.25 TC 450.66 Be 450.16 450.E es 450.66 451.60 TS 451.66 mimmumullbulk a La 1 N-- J 'TJV.OV YJ..LV-fu 1.GV 4 450.74 450.94 451.14 �- BOTTOM OF CURB TC S45i-38-T- TC 451.50 -� TS 451.38 i 450.82 w TS 450. x TS 450.86�upl�7S 450.91 ,m SS 450.88 4: Be 450.07 BS 450.88 449.82 BS 45021 SS 450.28S 450.50 Be 450.32 TC 451.93 49.60 449.80 450 00 50.20 50.40 450.6 49.54 449.74 `-449.94 450.14 450.34 450.5 -1- o -- o Q ii Be 450.54 as zz TC SAME a ammo i- Be 450.61 / TC 450.47 O O Ir TC 449.44 FE 453:91 FFE 453:91 FFE 453.91 . FFE 453.91453.91 r to Be 449.97 Be 450.43 Be 450.38 Be 451.33 ^ W Be 448.94 1 1 TC 449.60 Be 449.10 .76 449.1 NT TC SAME Be 450.25 TC 450.66 Be 450.16 450.E es 450.66 451.60 TS 451.66 mimmumullbulk a La 1 N-- J 'TJV.OV YJ..LV-fu 1.GV 4 450.74 450.94 451.14 �- BOTTOM OF CURB TC CB 450.07 TC 451.50 -� TC 450.57 Be 451.00 Be 450.07 TC SAME CATCH BASIN Be 450.32 TC 451.93 TC 450.91 TC SAME / Be 450.41 Be 451.43 TC 451.04 Be 450.71 / Be 450.54 as zz TC SAME a ammo i- Be 450.61 / W, 4 -111 Nal ME -1 m m - - �' I wk m TS 453.02 rBs 453.05 TS 453.02 TS 453.05 w BS 452.02 45205 BS 452.44 BS 452.47 ISS45255 4527 1.71 451.91 452.11 452.31 452.5 452.71 1.77 451.97 452.17 452.27 452.47452.67- E0 D O D O D p C CB 451.10 TC 452.73 - TC 451.60 Be 452.23 Be 451.1 /-TC SAME TC 451.93 TC SAME Be 450.91 Be 451.43 Be 451.79 rTC 451.48 TC SAME TC 452.36 Be 450.98 Be 451.49 BC 451.86 453.27 453.21 453.06 453.00 NT GRADING NOTES 1. VERIFY EXISTING ELEVATIONS WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 2. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY GENERAL CONTRACTOR. 3. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 4. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM INSIDE FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS STRUCTURES, CURBS, WALKS OR PAVEMENT. 5. LANDSCAPE ARCHITECT WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 6. SEE SHEET L3.0 FOR ADDITIONAL NOTES. LEGEND SYMBOL DESCRIPTION • -•-•- - PROPERTY LINE (SUBJECT PROPERTY) - - PROPERTY LINE (ADJACENT LOTS) EXISTING 6' WOOD FENCE TO REMAIN PROPOSED 6' WOOD FENCE ---------I BUILDING OVERHANG EXISTING DECIDUOUS TREE TO REMAIN EXISTING CONIFEROUS TREE TO REMAIN 99.40 PROPOSED GRADE - WHERE ADJACENT TO CURB, TOP OF CURB IS 6" HIGHER UNLESS INDICATED OTHERWISE. O C§1 EXISTING GRADE X DIRECTION OF DRAINAGE GRADE BREAK Be BOTTOM OF CURB TC TOP OF CURB BS BOTTOM OF STEP TS TOP OF STEP CB CATCH BASIN N �- N J Cy - ENTRY, ENTRY ENTRY 'ENTRY =FE 454.17 FFE 454.17 FFE 454.17 453.67 453.67 453.67 i453. 40. --- 1453.25 I r � _ S 453.1 UPS 453.1 t UP 453.31 IF 2.91 . CB 453.15 2.87 ... 4533..1111 CB 452.33 451.10 MATCHNERIFY ? , TC 452.83 _ TC SAME Be 452.33 - Be 451.20 MATCHIVERIFY TC 453.16 _ TC 451.85 Be 452.66 - Be 451.35 TC SAME Be 453.04 no 0'//�TC 453.62 TC SAME 451.27 450.96 MATCHNERIFY BC 453.12 Be 450.57 TC SAME TC SAME TC 453.16 TC SAME TC 451.18 TC SAME BC 451.17 Be 451.83 Be 452.66 Be 451.06 MATCHNERIFY \ /--TC 453.22 Be 450.68 BC 450.47 LP 450.27 TC 452.47 TC 452.86 TC 451.85 Be 452.72 rTC SAME TC SAME Be 451.35 ,-451.03 CB 450.23 0 oTN TC SAME TC SAME 45265 45261 452.35 452.20 �- TC 451.03 Be 451.01 Be 451.89 TC 451.93 Be 450.53 TC SAME / \ \ TC SAME Q Be 451.43 CB 451.00 Be 450.71 / \ Be 451.59 as zz 451.43 a ammo \\\\ wir U U O O TC 450.93 TC 450.88 / BC 450.93 TC 451.83 E2% FE 453:91 FFE 453:91 FFE 453.91 . FFE 453.91453.91 r to a Be 450.43 Be 450.38 Be 451.33 ^ W X L!1 ca ca>�zir�W� LL �! ,2°/u r �mmzwl.� w � a N a o : '- N �w=1y-HZU •t+ DC 07 to / N ILI Go i N 40 '•r omnzw?1 z w Z Fes- .Zy1 .J TC 451.93 TC 451.03/ Revisions \ I Date 1 Be 450.53 C \ \ Be 451.43 452.45 452.30 452.15 51.94 10' BC 451.97 .36450.17 BC 451.73 2.5%��ju CB 450.00 E-- 52 9 52.24 52.09 51.88 0 oTN w w W ~ ~ U 45265 45261 452.35 452.20 a BS 451.94 zooawa .uaW-ma Z-Zx=� 40 X53 35 fid' CB 450.13 _ -- ' O 453.41 ' 453.41,:. 453.41- - 453.41F�F 453.41TC as zz 451.43 a ammo ENTRY ENTRY ENTRY-,� ENTRY -TRY wir U U O O TC 450.93 TC 450.88 / BC 450.93 TC 451.83 V ai V tta3owoli FE 453:91 FFE 453:91 FFE 453.91 . FFE 453.91453.91 r to a Be 450.43 Be 450.38 Be 451.33 ^ W X L!1 ca ca>�zir�W� LL �! ,2°/u r �mmzwl.� w � a N a o : '- N �w=1y-HZU •t+ DC 07 to / N ILI Go i N 40 '•r omnzw?1 z w Z Fes- .Zy1 .J 0 10 '-u 0- Ow¢ Revisions �-u+W�t-weir I Date 1 Description C ¢ V to 0 mcoc �¢F-�o=a 77� 450.93 TC 451.83 v 0aw�'Z'=�= L6 'n inK<3: U` t - BC 450.43 Be 451.33 v 13C --- --- --- --- --- to DateeeceivOd original qubinitt8 -..._V ---_ LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 I LANDSCAPE ARCHITECTS + Z 0 w w W ~ ~ U bcnf aa�a � zooawa .uaW-ma Z-Zx=� a .J O wzinUJ �t as zz C Otv a ammo cooazo0.l CO wir U U O O F-ao�maW� V ai V tta3owoli UUmO 1'2 r to a W N � ^ W X L!1 ca ca>�zir�W� LL zvaon�� z r �mmzwl.� w � a N a o wW5W&2W '- N �w=1y-HZU •t+ DC 07 to a., ILI Go i N 40 '•r omnzw?1 z w Z Fes- .Zy1 .J 0 10 '-u 0- Ow¢ Revisions �-u+W�t-weir I Date 1 Description C ¢ V to 0 mcoc �¢F-�o=a U) M a 0aw�'Z'=�= L6 'n inK<3: U` t - Z O 0 W w O a .J W VV V Z Q J LLI W ^ W z �: Z LO 00 '- N U. V. T" N Scale:1" = 20 - 0" 0 10 20 40 Revisions I Date 1 Description A E m r N m .A L6 +m+ to -a TREE STAKES D.F. 2" x 2" x & TREE TIES Grow Straight or approved PLANT SAUCER Form 3" rim N UNDISTURBED OR COMPACTED SUBGRADE 2x diameter Of rootball NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. MULCH IMPORTANT: Root crown to be a minimum of 4" above finish grade. BACKFILL Fill halfway and water thoroughly before backfilling. TREE PEDESTAL Prepare subsoil to prevent settling PLANT LIST Qty. Botanical Name 1common Name ISize 10nments 0 W 'FREES Ix 0 5 Acer circinatum Vine Maple 4'-5' 3 Stem Minimum 11 Acer rubrum 'Autumn Blaze' Autumn Blaze Red Maple 2" cal. Matched, evenly branched 9 Acer rubrum 'Red Sunset Red Sunset Maple 2" cal. Matched, evenly branched 4 Nyssa sylvatica Black Tupelo 2" cal. Matched, evenly branched 101 Pyrus Calle na'Chanticleer' Chanticleer Pear 2" cal. Matched, evenly branched Q. W SHRUBS 130 Buxus'Green Velvet Green Velvet Boxwood 5 gal. U.. C4 47 Choisya temata Mexican Orange 5 gal. Scale:11= 20' - 0" 20 Choisya temata x adzonica 'Aztec Pearl' Aztec Pearl Mexican Orange 5 gal. 57 Cornus stolonibra'Kelseyi' Kelsey Redtwig Dogwood 5 gal. 16 Euonymus alata'Compacta' Compact Wined Euonymus 5 gal. 29 Fothergilla gardenii Dwarf Fothergilla 5 gal. 7 Fother ilia ma"or'Mount Airy Mount Airy Fother iila 5 gal. 7 Ilex crenata 'Sky Pencil' Sky Pencil Holly 5 gal. 46 Mahonia a uilnlium'Com acts' Compact Oregon Grape 5 gal. 36 Prunus laurocerasus'Otto Luyken' Otto Luyken Laurel 5 gal. 9 Rosa'Radrazi± Knockout Rose 5 gal. 8 Skimmia japonica Japanese Skimmia 5 gal. 7 female, l male 22 Spiraea japonica 'Little Princess' Little Princess S iraea 5 gal. 106 Thuja occidentalis 'Emerald Green' Emerald Green Arborvitae 3'-4' Matched 151 Vaccinium'Northsky Northsky Blueberry 5 gal. 3 Mbumum cadesii Korean Spice Mbumum 5 gal. 128 Viburnum davidii David Viburnum 5 gal. 56 V ibumum o ulus'Com actum' Compact Cranbeush 5 aal. PERENNIALS 8 Astilbe arendsii Tanal' Fanal Astilbe 1 gal. 34 Lavandula intermedia 'Provence Provence Lavender 1 gal. 26 Nepata fasassenii Walker's Low' Walker's Low Catmint 1 gal. 20 Rudbeckia'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. 1 Perovskia atriplicifolia Russian Sage 1 gal. 301 Sedum 'Autumn Joy Autumn Joy Sedum 1 gal. GRASSES 44 Calamagrostis acublora 'Kar! Foerster' Kart Foerster Feather Reed Grass 1 gal. 18 Carextestacea Prairie Fre Sedge 1 gal. 37 Juncus patens Spreading Rush 1 gal. 12 Panicum vir atum 'Shenandoah' Shenandoah Switch Grass 1 gal. 21 Pennisetum alo ecuroides'Hameln' Hameln Fountain Gass 1 gal. INNS 20 Blechnum spicant Deer Fern 2 gal. 30 Polystichurn munitum Sword Fern 2 gal. GROUNDCOVER 36 Fragaria 'Lipstick' Lipstick Strawberry 4" pot Plant 12" o.c. 4 Lonicera pileata Privet Honeysuckle 3 gal. 186 Prunus laumeerasus 'Mount Vemon' Mount Vernon Laurel 3 gal. 20 Rubus calycinoides Cree in Bramble 4" pot Plant 18" o.c. —(3) COMPACT WINGED EUONYMUS --(6) LITTLE PRINCESS SPIRAEA ----(33) MOUNT VERNON LAUREL (1) CHANTICLEER PEAR (10) AZTEC PEARL MEXICAN ORANGE (7) COMPACT WINGED EUONYMUS (22) OTTO LUYKEN LAUREL — (4) CHANTICLEER PEAR PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. S. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 6. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. IRRIGATION SYSTEM NOTES NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER LANDSCAPE ARCHITECT & OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER LANDSCAPE ARCHITECT & OWNER), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM SERIES OR APPROVED), AND/OR APPROVED ROTOR HEADS. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). 'Mmimin's.5 MOMM 11 W ei♦ (11) AUTUMN JOY SEDUM �6) DAVID VIBURNUM W, a ail �(7 FEMALE, IMALE) L V /f - • • •- • I ��� 11 I • •- • I I • •- • • . • - l�� �%1� • • • - I 011M 0 00 If on n ON I - - - �- "n�\�`r�/— - - - -->r&��/���1�/��h u�� l_;�T%e—rA&T�- TA&AA W- \-6TA' r--- - -- hhAUA&- TA- 05- (4} RED SUNSET MAPLE - (4) GOLDSTURM BLACK-EYED SUSAN -�/ \ '*--(60)(60) GREEN VELVET BOXWOOD (4) SWORD FERN (1) RUSSIAN SAGE \-- (30) EMERALD GREEN ARBORVITAE (31) COMPACT CRANBERRYBUSH 71 (15) EMERA 30 GREEN RED SUNSET MAPLE �� ) COMPACT CRANBERRYBUSH LEGEND -k EX. DECIDUOUS TREE TO REMAIN EX. CONIFEROUS TREE TO REMAIN c PROPOSED TREES, SHRUBS, AND GRASSES AND PERENNIALS LAWN MOUNT VERNON (16) LITTLE PRINCESS SPIRAEA (2) AUTUMN BLAZE RED MAPLE (11) KARL FOERSTER FEATHER REED GRASS SWORD FERN DWARF • - W, IRS vaiiil. ��1��:��yrQ:;�'oQi'i?:�tii'�■lid:�:�7i�■1i3:'�;Li,�+���;�_NYIr�{�:;a�1���� 00ew wv�j N 10 holl-M WIN 1mi; M-M-1-11AAM, OFM (2) AZTEC PEARL MEXICAN ORANGE Received- JUN2015 ri inai S"c.Ebmitfa$_..-W__. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 f LANDSCAPE ARCHITECTS f Z 0 W W W Wvf<H z WO W< ��UO, =Ma ZWz+-=o H-,<655 t1 zavz2� O a z pR 0co ,W.iiwmovWjg co =o�ozW� V 0) r UVm~2H= C d W :zt W az2HLL n to -lu.W�.:3 ozCM,W0 W F- V- Qoaoz,Q►- r E JyfnZ W Ny o O zWW�wZ� (i N CO t6 aWH=oov� W cy i j-�z �oo tC oww'zwzF-o W J m .0 W rw W=, U vas ,=p5Hi_ _ } ^ zw i �. W J z K H Q M g410: � C3 ti =W=r=ow U) M Il oa`-'z~�= A0184 E GON hh N 04rt A?P Q co m tp o � m 1= co W a. C C c� o n c n. CD Ix W co L6mOtd 5- 0 0 z 0 0 W Ix 0 .J W_ U. z♦ 0 V z J a U) W WW Q d Q. W Z = L0 Q U.. C4 t �... N Scale:11= 20' - 0" 0 10 20 40 Revisions Date I Description Q co m tp o � m 1= co W a. C C c� o n c n. CD Ix W co L6mOtd 5- 0 0 1" CHAMFEP FINISH GRADE LIGHTING BRANCH CIRCUIT CONDUIT 1" SCHEDULE 80 PVC. iv m J U LIGHT FOOTING DETAILS LAMP POST FURNISHED BY OWNER INSTALLED BY CONTRACTOR GROUNDING CONDUCTOR CONNECT GROUNDING CONDUCTOR AT GROUNDING TERMINAL INSIDE POLE —CONDUIT ENTRY VERIFY LOCATION OF CONDUIT ENTRY INTO POLE WiTH OWNER POLE ALIGNMENT SHIM POLE IF REQUIRED BY USING LEVELING WASHER PROVIDED BY MANUFACTURER t FILL UP VOIDS WITH DRY PACK GROUT. L. ,11°. Ef l a� ANCHOR BOLTS PROVIDED BY MANUFACTURI P _ INSTALLED BY CONTRACTOR i { MIN. 3/4"X 18" GALVANIZED ANCHOR BOLTS "a TEMPLATE PROVIDED BY MANUFACTURER LIGHT FIXTURE FOOTING - FLUSH GRADE SCALE: 3/4" = V- 0" 1" CHAMFER FINISH GRADE M POURED iN PLACE FOOTING 4000 PSI CONCRETE LIGHTING BRANCH CIRCUIT CONDUIT 1"SCHEDULE 80 PVC. (4) #5 VERTICAL AND #4 HORIZONTAL REBAR @ 12" O.C. N 0 tN LAMP POST FURNISHED BY OWNER INSTALLED BY CONTRACTOR GROUNDING CONDUCTOR CONNECT GROUNDING CONDUCTOR AT GROUNDING TERMINAL INSIDE POLE --CONDUIT ENTRY VERIFY LOCATION OF CONDUIT ENTRY INTO POLE WITH OWNER POLE ALIGNMENT SHIM POLE IF REQUIRED BY USING LEVELING WASHER PROVIDED BY MANUFACTURER FILL UP VOIDS WITH DRY PACK GROUT. t +� �) ANCHOR BOLTS PROVIDED BY MANUFACTURI < INSTALLED BY CONTRACTOR MIN. 3/4"X 18" GALVANIZED ANCHOR BOLTS - s TEMPLATE PROVIDED BY MANUFACTURER POURED IN PLACE FOOTING 4000 PSI CONCRETE -(4) #5 VERTICAL AND #4 HORIZONTAL REBAR @ 12" O.C. LIGHT FiXTURE FOOTING - RAISED CONCRETE SCALE: 3/4"= V- 0" SPECIFICATION SHEET wr"—+w.�w w a •s�aa .. All, Atununturt Hoo5ing_ DehaGuasci= firtlstr Dimens,otts (lens frame cios"l- 9.3" (zn mm VV x 16' (406 min}L x Ignitor vmnlro (egwc p t;p.mphgfdei Lamp dln,:! dod) Reflector Pretire�nc6 see�:ispecutar, " dd<use, and diffuse alurri'r,,zum wappar and sett;r-spccu0ar" alorpir om so"ee Hiatt Power Factor 609ast --Patented Internal Hal Asse,*ably -Lr is Fra:nn Li -cast-alumirutmr door. ttWoo; staled Wilt, Oose Pala Mount Cfosg s:ti~ n+, gaskef Side View Pate Mount Tempered iSc-e side sies�; Gass lens :i t _ Captrvc Lens Screw with s'licon.e ,eat steel et n stai t=t pi t Notes Coat ---r 24" 1610 mto)A long, �• s s to w . - s >d • Pt.LSE STARr METAL I Wj DE D 1201277V ( d- 5OW t 1 - a F _ Fasicr 50w Pl U04054a)(b) M 120i20&2401277V J T2rr sreC< n {�,a'd:-7E7-1�C7bYt�5) t�+�ft.L'tlS Fr�.�`rt@PS ® 70W LAC1407-{a (b) -(a)P Button Pho#oc+=l1 spry 100W PSfbtH Lf�14 as {b} T 12Gi2771347V (r: COY) 6PP Uernal Photocell (fel4sCFyl Q4eel a 150W PS1taFi t ACt615 a b (Statdl PSMI- 70 -1 l WS) r {)(} 1 120V fy(a)Sruvcitsgt-s�strui2ga�,xik*y HG i Pt 1Ft>r SW A1rt I 120V © rrc 50W LAC'1505- a b a rD 27 277V 1 for (-i5ow MIA ally) 7owl�s t.Ac1�7-(a)(b) ® 'PIR, 100WHIlS LA.C1510-(a)(b) s stIFC , 15OW FPS 00515. jb 4 240V 5 48OV(7o-10fWf") Specify talvattad(i5)t�i?era�s. 6 34N(call CNy7 For vni;.age ar,31�3ity oXsido the US aid C3 e See PAPein To`' cr oxtW Mw F"Ad iii a_1J uvd Iol-ar.*vrd Cistr1utor_ 60` forward throw sharp,cutoff luminaire for HID Fixture includes dear, medium -base lamp. Exclusive Cdorfast DeitaGuard" finish features limp, totally enclosed. Housing is sunless, die- Pulsesrated porcelain enclosed, 4kv-rates screw- at E-cocl epoxy primer with ttntediurn Exp cast alur-Nnum. Mounting consists of a I.&* shell -type lampholder with quick disconnect. ultra -durable powder topcoat. providing (44 mm) wide by 2.5" (64 mm) high by 1.5" Lamp ignitor included vvhere required. Al ballast excellent resistance to corrosion, ultraviolet (38 mm) long extruded aluminum arm. The arm assemblies are high-power factor azd use the degradation and abrasion. The finish is unwed is held in place with two 3/8"(9 mm) mount- following circuit types: by our sev year limited waranty. ing rods fastened to a steel backing plate inside 12()V Reactor the pole, and by two netts inside the fixture 50 -15OW HIS housing. Mounting rods are provided with 277V Reaaor se Ing washers to prevent water 1 Lens US 4,689,729 asserribly consists of rigid elurnnum frame aid 15 ri/t/ 1 9FI high -impact dear -tempered glass, with gasketed HX— High Recdance lens frarm 50 -15OW PSMH; 50 -15OW FPS M331 �. LS•L Pdyearborta<e\kril Shield (riot for use vkh tixitses In uplicgm Position) SEL -L Backlight SHeid TplANSI lamp wattage Jaber supplied, visible during VVGL T prod 5aEtiydriuer t�"3L iR4re Guzrd relarripinzg. UL Listed in US and Cuda for wel localiol RUUD LIVING �;j 2012 Wxut Ligttlin Inc, —ACree CcytpM, All nVs rell Tree infornlikation in it" dcuxil is sect to dwve vittxxr tx uce. milk Ingo go `1S as 4201 sliroon Avenue Pada. Wsocx�iri 53506-3772 • PHONE (SG0) 235-7000 • FAK (SCO) 236-75M• 4 wwir.rtn �ttingQkat amt i � as ;u iz ■ ■ i �, POLE MOUNTED RECTANGULAR AREA CUTOFF FLOOD RUUD WAC26932-M 150 WATT PSMH 60'FORWARD THROW SHARP CUTOFF LUMINARE 15' HEIGHT ISOFOOTCANDLE PLOT AS DETERMINED BY l n BULB TYPE AND MOUNTING HEIGHT .r L7 0 RAISED CONCRETE FOOTING - - x - / _ -� " y ` �" = — RAISED CONCRETE FOOTING L� 0 RM apipm1pq F77M r= 1_11 ;ii: �:;i�� !::� x L__= �m r777771 P777777 C,oy \A 60 Oate Received` original utliibal m.w_ _ LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 LANDSCAPE ARCHITECTS - LM 0 w 05 0�-,,- UJ zoaoowa 0 1AJ IL z Co 0 ti' �j o`tvzzu`ni 00 20 z Fawm Oaig �R o (i! _o¢ zw_ V 4) WUmpZ S lJ.) ¢ 5 O= NO o s :3 W tin ow¢w�w _LL zcoi¢zoW =oi NN N CD O aw5wRow co t} U a w>a�3�� _ z�w8 to LU� � W co r nza s— a-wa0w= aUi r) .0 w W y = m rn •�. d va'F=o,52� ".t we=MI—¢ �¢rno�a° tV l$) 0 ¢—t-u.o�o W M a 00.2 z!"== cocoR<3.0t- 84 • 'PTi♦ E GON A) Z O 0 W W O tJ W U. 0 V Z z -j a W W ® W a � CO) = Lei 00 JUL N J L� N Scale: 11 = 20 - 0' 0 10 20 40 Revisions Date I Description I L7 0 RAISED CONCRETE FOOTING - - x - / _ -� " y ` �" = — RAISED CONCRETE FOOTING L� 0 RM apipm1pq F77M r= 1_11 ;ii: �:;i�� !::� x L__= �m r777771 P777777 C,oy \A 60 Oate Received` original utliibal m.w_ _ LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 6-5-2015 LANDSCAPE ARCHITECTS - LM 0 w 05 0�-,,- UJ zoaoowa 0 1AJ IL z Co 0 ti' �j o`tvzzu`ni 00 20 z Fawm Oaig �R o (i! _o¢ zw_ V 4) WUmpZ S lJ.) ¢ 5 O= NO o s :3 W tin ow¢w�w _LL zcoi¢zoW =oi NN N CD O aw5wRow co t} U a w>a�3�� _ z�w8 to LU� � W co r nza s— a-wa0w= aUi r) .0 w W y = m rn •�. d va'F=o,52� ".t we=MI—¢ �¢rno�a° tV l$) 0 ¢—t-u.o�o W M a 00.2 z!"== cocoR<3.0t- 84 • 'PTi♦ E GON A) Z O 0 W W O tJ W U. 0 V Z z -j a W W ® W a � CO) = Lei 00 JUL N J L� N Scale: 11 = 20 - 0' 0 10 20 40 Revisions Date I Description 24 STM M>* MM=451.72 8" FL N - 44&27 B03TTOM 447.50 M"# TT4.VV 11 6" FL = 44ZOO (f6 (RIM 449.52 11;-\ 3FL-446 78 36" CNP --7 FL OUT = 447.03 �L0s "9-4 14 25 (D � NEW 1" WATER SERVICE WffH J" WATER AOR SPRINGFIELD UTILITY &MRD (S.U.B.) TO MAKE WATER SERVICE CONXECWN TO NEW AMINUNE 2 NEW I- IRRIGATION METER. SPRINGFIELD UTILITY BOARD (S U.B) TO MAKE WATER SERVICE CONNECTION TO NEW MAINUNE NOT USED. (D NOT USED. I" IRRIGATION DOUBLE CHECK ASSEMBLY IN ABOVE GROUND ENCLOSURE PROPOSED ENCLOSURE SHALL BE HOT BOX H82 ENCLOSURE PER SUB REQUIREMENTS AND MANUFACTURES SPECIF?CAVONS GJ SERVICE TO IRRIGATION SYSTEM. SEE LANDSCAPE PLANS APPROXIMATE LOCATION OF NEW HYDRANT. COORDINATE INSTALLATION WITH SUB 'WATER. GAPPROXIMATE LOCATION OF PROPOSED 8" PUBLIC WATER UNE LOOP THROUGH THE SITE: COORDINATE WATER LINE CONSTRUCTION WITH SUB. a TEMPORARY BLOW OFF VALVE COORDINATE END OF WATER UNE WITH SUS WATER. 10 NOT USED. 11 NEW DITCH INLET. 12 NEW CATCH BASIN. 13 NEW STORM CLEANOUT: f 4 4" STORMWATER PIPE 15 6" STORMWATER PIPE. 1 Li 8" STORMWATER PIPE 17 R41N GARDEN OR STORMWATER 7REAINENT BASIN PER CITY OF PORTLAND STORMWATER MANAGEMENT MANUAL SPECIFICATIONS (IETAIL TMS SHEET). SEE CROSS SECTION ON SHEET C3, AND LANDSCAPE PLAN FOR PLANTING DESIGN. 18 PERVIOUS PAVEMENT PER PAVING FLAN. 19 4" X 4' SUB PAD MOUNT ELECTRICAL SERVICE, 20 SUB ELECTRICAL. METERS 21 COORDINATE WITH COMCAST AND CENTURY LINK FOR TELECOMMUNICATIONS INFRASIRUCTIIRE. 22 NEW WASTEWATER CLEANOUIr 23 WASTEWATER CONNECTION 71) BUILDING 24 CONNECT TO EYJS77MG WASTEWATER SYSTEM. 25 4" WASTEWATER PIPE 0 IX SLOPE MINIMUM. 26 6" WASTEWATER PIPE ® 1X SLOPE MINIMUM 27 8" WASTEWATER PIPE ® 1X SLOPE MINIMUM. 28 FLOOR DRAIN WITH 1/2" PEX COLD WATER P-7R4P PRIMER PIPE CONNECT TO WASTEWATER SERVICE: I , ""'.rinhr tPI 7A! A lk"ne•h CftMn ranee Inn• r `T 1 Ai L It 010 13 �28 D S") 'G.TI x.32 f 1 22) 2 yr .r •w •r- �. ..- �. .� .- � •. .• v :r � i9 2i 15 f4 r7 111111'hhthl1 twz Mi 14 11 0% R% 1. Provide protection from all vehicle haft, ecpnipment dq&S and foot traffic in proposed infiltration areas prior to, du ft and after c onstrudlon. 2 Dimension,: a. Vfth of basin: 9 minimum. b. Depth of basin (from top of'growing medium to overflow elevation); Simplified: 17, Presume w. 9=103'. c. Fiat bottom width: 2 m1h. d. Side slopes of basin: 3:1 maidmum. a Setbacks (from midpoint of fad*# a. Infiltration basins must be 101` from tuxletiore and 5 from property fines. b. Flow-through swaales must be lined with connection to approved discharp point accordrng to Siff Section 1.3. 4.OverA w. a. Overflow requited for Simplified Approack b. Inlet elevation must allow for 2' of teeboard, minlmtrn. c. Protea from debris and sediment with strainer or t- 5. POW shall be ABS SOL40, cast Iron, or PVC Sck40. 3" pipe required for up to 1,50D sq It of irnpervianrs area, otherwise 4" min. Piping must have 1% garde and follow the Uniform Piumbirg Code. 20 14 FENCE ,,x. EDGE OF FAVaW W- WASTEWAM? LINE STORM7ER LINE in - JOINTRx M R tWATER, LNE -FO- FIBER rP• ELECIM LINE TELEPHONE LINE • • r x. • /'• / OFF VALVE 0 STORU MANHOLE DffCH #W 4JWASTEWAIDT A94NHOLEx' MIETER WHT POLE WVBLE 0MIXS.x.B tipTRAAGFORM UMff SERWCE BOAM WATER MM CLE4N OUT •,- Fff H YAW TEUPHONE •r SE cotiCREW w r-r'r-� •-fir-r' "k. M " " Fff N/ y, rki7LID BUS STOP SIGN i &V'i'y`WV'�auum : CoWmE 010 13 �28 D S") 'G.TI x.32 f 1 22) 2 yr .r •w •r- �. ..- �. .� .- � •. .• v :r � i9 2i 15 f4 r7 111111'hhthl1 twz Mi 14 11 0% R% 1. Provide protection from all vehicle haft, ecpnipment dq&S and foot traffic in proposed infiltration areas prior to, du ft and after c onstrudlon. 2 Dimension,: a. Vfth of basin: 9 minimum. b. Depth of basin (from top of'growing medium to overflow elevation); Simplified: 17, Presume w. 9=103'. c. Fiat bottom width: 2 m1h. d. Side slopes of basin: 3:1 maidmum. a Setbacks (from midpoint of fad*# a. Infiltration basins must be 101` from tuxletiore and 5 from property fines. b. Flow-through swaales must be lined with connection to approved discharp point accordrng to Siff Section 1.3. 4.OverA w. a. Overflow requited for Simplified Approack b. Inlet elevation must allow for 2' of teeboard, minlmtrn. c. Protea from debris and sediment with strainer or t- 5. POW shall be ABS SOL40, cast Iron, or PVC Sck40. 3" pipe required for up to 1,50D sq It of irnpervianrs area, otherwise 4" min. Piping must have 1% garde and follow the Uniform Piumbirg Code. 20 14 f . a: La I GRAPHIC SCALE 30 O 15 30 60 { IN FEET I 6o Drain rock a. Size 1br infltinedon bast n:1W - Vs washed b. Size forflow4hrough basin: 7b" washed c. Depth for Sim~ 12' d Depth for Presrunptive: 0.48', we<aka 7. Separation between drain rock and growing meam Use Ser fftt (see SWNIM Exhibit 2.5) or a graven Lens ('J. -'l. inch washed. crushed rock 210 3 itches deep). 8. Growing median: a 18' mindnwm b. Sea Appendix F.3 for melon or use sandltoamlcxrmpost 3�y trmr. 9 Vegelation: Follow landscape ply otherwise rdw to pant list to SWMM Appendix F. Unimum container sia3ls 1 gallon 6 of plantings per 10051' of fad6ty area}: a. Zone A (wet):115 herbaceous planta OR 10D herbaceous plants and 4 sh nrbs b. Zone S (moderate to dry):1 tree AND 3 large shrubs AND 4 medium to small shrubs. The delineation between Zone A and B shalt be either at the outlet elevation or the check churn elevatiom whichever lo IowesL 1Q Install washed pea gravel or river rock to transition from Inlets and splash pad to growing medurn 11. Inspections: Cal BDS IVR Inspection thin, e") 823.70A fo• aFlropriate inspec. - PXA.1Ati[ 1 W N" TO SCA W - STORMWATER MANAGEMENT MANUAL TYPICAL. DETAILS Simplified 1 Presumptive Design Approach - Num Basin - SW -140 INNOW Bum= ofEnviromne>Ytal Services TYPICAL RATIN SECTION SCAW IWONE 12" LOAM OR ACCEPTABLE NATIVE BACKFfLL 3/4" MINUS CRUSHM ROCK IM COMPACTIOV WATER LAC STM MR ' RW -451.38 r- 0 24" SM -4 T • • RI1-01.42 aa441.24 sw- t • FL=441. 24 y� RIM 451.3513 o 6 4" Rz::"9.82 SAN Mt RIAb450.64 ' STN M1 R/N_4M.87 A 4 - 01 0 314' MMS (90Z COMPACTION) 12" MM COMMLOXATKMIS 1 ELECTRIC cc r.Aam COAIDW .TOVU UTLUTY TINNCN SCALE # ARMS PRELIMINARY: FOR CITY SITE REVIEW ONLY (NOT FOR CONSTRUCTION) anch GINEERING= Simco 107 civil • transportation structural • geotechnical _SURVEYING 310 5th Street . Springfield, OR 97477 p. 541.746.0637 f: 541.746.0389 www.BranchEngineering.com Springfield OR I Salem OR IL . 71V21W VITGVVIV PA�� EMVM Dec Ma 31, 2016 project title: revisions: date: June 5, 2015 drawn by: ARS designer: NBP project no. 14299 sheet C I Cop �pzis a��s D '�civ : jUN 0 8 2015 {Bila! SUbl' itta&_ YO ' n f . a: La I GRAPHIC SCALE 30 O 15 30 60 { IN FEET I 6o Drain rock a. Size 1br infltinedon bast n:1W - Vs washed b. Size forflow4hrough basin: 7b" washed c. Depth for Sim~ 12' d Depth for Presrunptive: 0.48', we<aka 7. Separation between drain rock and growing meam Use Ser fftt (see SWNIM Exhibit 2.5) or a graven Lens ('J. -'l. inch washed. crushed rock 210 3 itches deep). 8. Growing median: a 18' mindnwm b. Sea Appendix F.3 for melon or use sandltoamlcxrmpost 3�y trmr. 9 Vegelation: Follow landscape ply otherwise rdw to pant list to SWMM Appendix F. Unimum container sia3ls 1 gallon 6 of plantings per 10051' of fad6ty area}: a. Zone A (wet):115 herbaceous planta OR 10D herbaceous plants and 4 sh nrbs b. Zone S (moderate to dry):1 tree AND 3 large shrubs AND 4 medium to small shrubs. The delineation between Zone A and B shalt be either at the outlet elevation or the check churn elevatiom whichever lo IowesL 1Q Install washed pea gravel or river rock to transition from Inlets and splash pad to growing medurn 11. Inspections: Cal BDS IVR Inspection thin, e") 823.70A fo• aFlropriate inspec. - PXA.1Ati[ 1 W N" TO SCA W - STORMWATER MANAGEMENT MANUAL TYPICAL. DETAILS Simplified 1 Presumptive Design Approach - Num Basin - SW -140 INNOW Bum= ofEnviromne>Ytal Services TYPICAL RATIN SECTION SCAW IWONE 12" LOAM OR ACCEPTABLE NATIVE BACKFfLL 3/4" MINUS CRUSHM ROCK IM COMPACTIOV WATER LAC STM MR ' RW -451.38 r- 0 24" SM -4 T • • RI1-01.42 aa441.24 sw- t • FL=441. 24 y� RIM 451.3513 o 6 4" Rz::"9.82 SAN Mt RIAb450.64 ' STN M1 R/N_4M.87 A 4 - 01 0 314' MMS (90Z COMPACTION) 12" MM COMMLOXATKMIS 1 ELECTRIC cc r.Aam COAIDW .TOVU UTLUTY TINNCN SCALE # ARMS PRELIMINARY: FOR CITY SITE REVIEW ONLY (NOT FOR CONSTRUCTION) anch GINEERING= Simco 107 civil • transportation structural • geotechnical _SURVEYING 310 5th Street . Springfield, OR 97477 p. 541.746.0637 f: 541.746.0389 www.BranchEngineering.com Springfield OR I Salem OR IL . 71V21W VITGVVIV PA�� EMVM Dec Ma 31, 2016 project title: revisions: date: June 5, 2015 drawn by: ARS designer: NBP project no. 14299 sheet C I Cop �pzis a��s D '�civ : jUN 0 8 2015 {Bila! SUbl' itta&_ YO '