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HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/9/2017SITE REVIEW PLAN SET LOT 9 - MULTI -TENANT BUILDING S.E.1 /4 S.E.1 /4 SEC.30, T.17S. R.2 W.,W.M. SPRINGFIELD, LANE COUNTY, OREGON OAKWAY GOLF INC. JOHN HAMMER PO BOX 2266 EUGENE, OR. 97401 PHONE: (541) 683-1166 PROJECT COORDINATOR ENGINEER f SURVEYOR ARCHITECT RODD HANSEN, ARCHITECT, L.L.C. 1551 OAK STREET, SUITE A EUGENE, OR. 97401 PHONE: (541) 687-7800 HI TL 402 MAP 117-02-30 44 1010e O � •�ti OLSON & MORRIS 10" RCCP 380 Q STREET SUITE 200 DESIGN E=477.02 SPRINGFIELD, OREGON 97477 NOT AS -BUILT . PHONE: (541) 302-9790 / EXISTING Hi " . / BILLBOAR{f� TL 900 EXISTING 16 WATERLINE ,�5 j SIS--'"`. i ji. �;3 - EXISTING KWAN EN f jx MAP #17-02-30 44 - ` r. CHERRY TRS= . EXISTING 32 GATE o�s j^: ; 7,4 V VV. CCC j i -"-Lw"I�`" a EXISTING GASLINE tr a k .,. f -. _...._...._..._. EXISTING VACUUM RELEASE VALVE FOR 4 PRESSURE WASTEWATER LINE \\\ r Igor A ...........«.....,5 •....".» • { f[ '� ?# i . \\ _...w. _.. 12 WATER AND � , �E'�T�`•''�R} :FRANCHISE UTILITIES ' •� i F l: ti /O ( t t I LOT 9 HI TL 500 ' - CFSS o/iyT\ MAP #17-02-30 44 I € ►-�-- 4q' PA REMENT - ®.._....: AREA=20,740 SF ' t ..._ � .;\ ,.\ • ._:\. FIRE HYDRANTS: WASTEWATER \ ' 1$.42 3 197' FROM NE CORNER OF CONNECTION POINT ` { ( _ BUILDING TO HYDRANT ON NORTH \\ �.6" q '� . PVC PIPE { SIDE OF OLYMPIC STREET DESIGN fL=477.70 209 FROM SE CORNER'OF PRIVATE JOINT I y` ACCESS EASEMENT FL NOT AS -BUILT - ` I BUILDING TO HYDRANT ON WEST r I SIDE OF 40th STREET EXISTING CLEVELAND i f I SELECT PEAR TREE k 10' PUBLICa I I . _.. �� �� LOT 10 UTILITIES STORM... DRAIN to i NI I EXISTING CLEVELAND EASEMENT CONNECTION POINT _+ n bl `� '�� SELECT PEAR TREE 10" RCCP { # MAP #17-02-30 44 \ \� DESIGN E=477.67, f `o \ \ # \\ i NOT AS-BUILT16 jjj .. .,.M.... £ } ? a \ 481 wa Ro �r EXISTING EMERALD I Q N MAPLE EXISTING WASTEWATER LOT 8 \ EXISTING STORMDRAiN '\0 HIE, � TL 400 MAP X17-02-30 44 a IFf .fr 2 FRANCHISE UTILITY PROVIDERS k ASSESSORS MAP #17-02-30 44 TAX LOT 500 _ s f b ti Y lUllVl l 1 Maar " 1� 1 S NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAP 41039C1161 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 C4. FRANCHISE UTILITIES (ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. 4. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON GPS SURVEY DATA PROVIDED BY L.B. OLSON & ASSOCIATES, INC AND ARE RELATIVE TO EXISTING SITE FEATURES. 5. THERE ARE NO LTD FACILITIES WITHIN A HALF MILE OF THE SITE. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. 8. SOIL TYPE ON THIS SITE IS NEWBERG URBAN LAND COMPLEX, HYDROLOGIC GROUP C (WEB SOIL SURVEY). 9. THIS MAP IS FOR TOPOGRAPHIC INFORMATION ONLY. IT IS NOT A BOUNDARY SURVEY, 10. SITE IS LOCATED WITHIN THE 2-5 YEAR TIME OF TRAVEL ZONE FOR DRINKING WATER PROTECTION. 11. EXISTING STREET TREES SHOWN WERE PLANTED AS PART OF PUBLIC IMPROVEMENT PROJECT #P30282. 12. THIS DRAWING SHOULD NOT BE CONSIDERED A BOUNDARY SURVEY; THE INFORMATION SHOWN IS TOPOGRAPHIC ONLY. LEGEND UTIL EXISTING UTILITIES (GAS, ELECTRIC, TV PHONE ETC.) 12"W EXISTING WATER LINE EXISTING WATER METER EXISTING WATER VALVE 5 j+C pLO.p Kern euv FEB 0 9 2017 Original Submittal Digitally signed by Scott Morris Date: 2017.02.08 11:48:37 -08'00' C1. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN C3. SITE GRADING & PAVING PLAN C4. SITE DRAINAGE & UTILITY PLAN C5. CIVIL DETAILS C6. CIVIL DETAILS LA 1 STORMWATER LANDSCAPE PLANS LA 1 SITE LANDSCAPE PLAN A6.1 BUILDING ELEVATIONS A6.2 BUILDING ELEVATIONS � _ EXISTING FIRE HYDRANT 3 8" WW _-- _— EXISTING WASTEWATER SYSTEM CTS-----24"SD--------- --'•---'••- EXISTING STORM DRAINAGE SYSTEM OQ C EXISTING CLEANOUT ED EXISTING AREA DRAIN f EXISTING CURB INLET - EXISTING STREET LIGHT EXISTING JUNCTION BOX ® EXISTING ELECTRICAL VAULT T, EXISTING TV PEDESTAL ❑P EXISTING TELEPHONE PEDESTAL C/) co (V EXISTING GAS RISER CD EXISTING GAS VALVE co v EXISTING STREET TREE o HI HEAVY INDUSTRIAL LDR LOW DENSITY RESIDENTIAL C COMPACT PARKING SPACE ��-000C1 ®ate Received 0 SHEET INDEX 5 j+C pLO.p Kern euv FEB 0 9 2017 Original Submittal Digitally signed by Scott Morris Date: 2017.02.08 11:48:37 -08'00' C1. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN C3. SITE GRADING & PAVING PLAN C4. SITE DRAINAGE & UTILITY PLAN C5. CIVIL DETAILS C6. CIVIL DETAILS LA 1 STORMWATER LANDSCAPE PLANS LA 1 SITE LANDSCAPE PLAN A6.1 BUILDING ELEVATIONS A6.2 BUILDING ELEVATIONS 3 C •I C/) co Q N CD I co C C/) co Q N CD I co co o QO � 0 � ® v1� N 0 � o � W � Q v z u inD w � Z HI TL 402 < #17-02-30 44 ozVlb If .t l€. 4 , /'4 0 - -z' = EXISTING o BILLBOAR 10 SIGN '34 : 01- z 4 e HI _t5 J z z TL 900 �ti 915 l p MAP #17-02-30 44 6' .n G 2 r A,. El LEGEND - —UTIL— Lu cc EXISTING UTILITIES (I.E. TV, PHONE, ELE EXISTING CURB INLET & GAS) Co EXISTING STREET LIGHT 12"W Cl EXISTING WATER LINE 00 PROPOSED PARKING LIGHTING WN EXISTING WATER METER EXISTING TV PEDESTAL EXISTING WATER VALVE ® EXISTING TELEPHONE PEDESTAL EXISTING FIRE HYDRANT ® EXISTING ELECTRICAL VAULT —OHE EXISTING OVERHEAD ELECTRIC LINE nX EXISTING JUNCTION BOX (S-8"WW — — EXISTING WASTEWATER SYSTEM EXISTING GAS RISER (ST —24"SD — — EXISTING STORM DRAINAGE SYSTEM 0 EXISTING GAS VALVE \-C EXISTING CLEANOUT tEXISTING STREET TREE 32' R/W 'A' 4( PA /EMEN�T HORT TERM CATCH BASIN BICYCLE PARKING MULTI-TENAN BUILDING ROOF DRAIN PIPING SHOWN FOR TRASHREFERENCE. ACTUAL PIPING TO BE ENCLOSURE 4- ,950 S.F. PLACED NEXT TO STEM WALL OUTSIDE qpq` s�if' ` OF PUE. If 4g2.10, PUBLIC SITE DATA: ........ . . UTILITIES TOTAL SITE AREA 20,742 SQ. FT. (0.48 AC) 8'x7' ADA LOT 10 EASEMENT LANDING 7'."_-' 0, HI TOTAL IMPERVIOUS AREA 13,300 SQ. FT. (0.31 AC) GENERAL NOTES: TL 600 -�_zi NiL I c" LANDSCAPE AREA 7,442 SQ. FT. (36%) UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE MAP #17-02-30 44 IMPERVIOUS 1. LOCATION OF � � ��`\�; -_`�`, o � # ,rl � � � � '' _ a SO IOUS NON -ROOF AREA 8,350 SQ. FT. (40%) SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR BUILDING AREA = 4,950 SQ. FT. (24%) SHALL FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. REQUIRED •PARKING: ONE CALL PHONE NUMBER 811. 2. CONSTRUCTION OF ALL PRIVATE SEWERS SHAH COMPLY WITH THE CURRENT OREGON TOTAL REQUIRED 8 (1 PER 600 S.F.) STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER . ..... 481 TOTAL PROVIDED = 8 SPACES AND MANHOLE TESTING SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING HANDICAP SPACES REQUIRED = 1 SPECIALTY CODES AND THE LOCAL AUTHORITY. y HANDICAPSPACES PROVIDED = 1 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES BICYCLE PARKING REQUIRED= 2 (1 PER 3,000 S.F. NOT MEET THE REQUIRED STANDARD SPECIFICATIONS, AS DETERMINED BY FIELD Pr LONG TERM= I SPACE INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW SHORT TERM= 1 SPACE SUBGRADE, LAY APPROVED GEOTEXTILE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL. CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE LOT 8 HI PROJECT GEOTECHNICAL PROFESSIONAL. 4. PROVIDE SHORING OF ALL TRENCHES A W #17-02-30 S REQUIRED BY FEDERAL, STATE AND LOCAL TL 400 0 ES: AUTHORITIES. 44 NOT1. BICYCLE PARKING IS PROPOSED. SHORT TERM 5. WHERE CONNECTING LOCATED AT NORTHWEST CORNER OF BUILDING. LONG IV AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSEEXISTING AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION PRIOR TERM WILL BE LOCATED INSIDE BUILDING. TO LAYING NEW PIPE. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPLEMENTED. . . . . . . 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTIVITY. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY SOT NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS . ....... 468.740 AND THE FEDERAL CLEAN WATER ACT. 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0010 TO 952-001-0090, WHICH INCLUDE REQUIREMENTS if THAT THE CONTRACTOR HAND -EXPOSE (POT -HOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 9. PROVIDE DUST CONTROL AT ALL TIMES. 10. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON GPS SURVEY DATA PROVIDED BY L.B. OLSON & ASSOCIATES, INC AND ARE RELATIVE TO EXISTING SITE FEATURES, Cm Date Received FEB 0 9 2017 Original Submiftal ------------------------- - Az) Lu cc C) Co QL) Cl C) Co Cl C) 0 M M u z u 0 R I k� BEGIN CONTINUOUS HI TL 900 MAP #17-02-30 44 GAPS kAATPW l:YICTIAI(_ MATCH EXISTING -, SEE GRADING PAVEMENT 481.98 EX AC 482.48 TC DETAIL AT RIGHT MATCH EXISTING :..........,... ti:::. �. ...._. �. 37 F`" Q 481.79 AT 481.62 EX AC (EXISTING °` GRATE a• PAVEMENT ; ... An 26 LF 15.4 F V ♦ . 4 olb CURB ALONG Hl TL 402 #17-02-30 44 IP LEGEND PROPOSED DOUBLE CHAMBER CATCH BASIN PROPOSED FLOW DIRECTION S=0.40% PROPOSED SLOPE AC ASPHALT ELEVATION BW BACK OF WALK CONC CONCRETE ELEVATON EX TC EXISTING TOP OF CURB FFE FINISH FLOOR ELEVATION FLS FLOW LINE OF SWALE GRATE ELEVATION OF CATCH BASIN GRATE TD TRENCH DRAIN TOF TOP OF FOOTING VG VALLEY GUTTER ELEVATION TW TOP OF WALL C COMPACT PARKING SPACE <#> PAVING NOTES: 2. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C6. 3. CONST 16" VERTICAL CURB AS PER DETAIL. REFER TO SHEET C6. 5. CONST WHEEL STOP AS PER DETAIL. REFER TO SHEET C5. 15. CONST 3" AC OVER 10" CRUSHED ROCK. 41. CONST 4" CONCRETE OVER 2" CRUSHED ROCK. 42. CONST 6" REINFORCED CONCRETE OVER 2" CRUSHED ROCK W/4" WIRE MESH. 43. CONST TRUNCATED DOME DETECTIBLE SURFACE. 44.: CONST CONCRETE WALL PLANTER PER DETAIL. REFER TO SHEET C5. 50. INSTALL ULINE 1 -LOOP WAVE STYLE BIKE RACK. 2 -BIKE CAPACITY. 91. PAINT ACCESSIBLE PARKING SPACE AS PER DETAIL. REFER TO SHEET _C6. 101. INSTALL POLE MOUNTED ACCESSIBLE PARKING SIGN. NOTES: 1. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON GPS SURVEY DATA PROVIDED BY L.B. OLSON & ASSOCIATES, INC AND ARE RELATIVE TO EXISTING SITE FEATURES: 2. IMPERVIOUS AREA 13,300 SO FT 3. LANDSCAPE AREA= 7,442 SO FT. M LOT 104. GRADING INCLUDES" DROP FROM BUILDING FINISH FLOOR HL ; U l e �- ELEVATION TO BACK OF SIDEWALK. TL 600 CO 4 CT 1 5. TRASH ENCLOSURE TO BE COVERED AND HYDRAULICALLY MAP #17-02-30 44 \ \ - , -" } rf ISOLATED. EX AC 481.98 �1\....\, I MATCH EXISTING R 482.00 CONC x SH ENCL URE ��. h �. i ARO 481 f f t EX AC 481.87 �� 482.40N,CONC . ;. � k, `� °� ,�, � ;�,��„� �. �. ,,f/f � � ( • � fff 18.43 MATCEXISTINGo �g E fi.. ..�48fi: GRATE' .ESTIMATED CUT/FILL VOLUMES Sr, 481.90 C C z; �. CUT = 720 CU. YD. OF EXISTING ONSITE MATERIAL w [�._._ - ` II I A 482.48 CONC of --- - w� I .. I EX AC 481.84 :M -w a t FILL = 420 CU. YD. OF EXISTING ONSITE MATERIAL _ __MAT CB STING e 1� - , I ( :...� ONLY IMPORT INTENDED TO BE CRUSHED ROCK FOR LOT 8 ( 81.$4 T` .GON HI I USE UNDER DRIVEWAY, PARKING AREA, AND BUILDING PAD. ` �: ti .._. TL 400 ` END TAPER 482.4D CONC 481.86 AC w MAP 17-02-30 44 w` l f.' - y 2 BEGIN CURB TAPER TO WEST 482.44 TC ORGANIC MATERIAL PROPOSED TO BE HAULED TO LANE ` 481.94 AC/CONC TCZCONC FOREST PRODUCTS. ' 481.56 GRATE END CURB 481.86 AC �. . 481.56 EX AC 482.48 .GONG ~' _ �..._ e 1 I �► 482.06 TC f q 14 END CURB 482.36 CONC „ : q482.36 TCt Q` ' �} 3 r o O 481.94 CONC _�. -EX AC 481.37 !� 481.86 AC/GONG a w ......H...... . .......,w: � , •` � `� � ``�,; 482.36 TC � :,.. 481.86 CONC Q 481.86 CONC 462 r , I EX BW 481.29 ` ,• MATCH EXISTING EX BW 481.27wevq V MATCH EXISTING John ommtr o (o \a GRADING DETAIL I } SCALE : 1"=10' Date Received FEB 0 9 2017 ®dginal Submittal VIV so 00 N .cam ti 00 N .cam ti O c 'cam � •� 3 00 N O in 3 o W m F u z v (53 a A x a ................. -------------- LOT 8 HI TL 400 MAP #17-02-30 44 Hl TL 900 MAP #17-02-30 44 BEGIN DOUBLE I OF BLOCK WALL OF BLOCK WALL 6"E OUT=477.29 HI evR 02 o < #17-02-30 44 �g EXISTING TELEPHONE PEDESTAL NV EXISTING GAS RISER -no 91 I -A Co (o EXISTING GAS VALVE s P(an Kolew Date Received FEB 0 9 2017 Odginw Submlbl_ r. SCALE- 11=20' 0 20$ 401 WW CONSTRUCTION NOTES ST CONSTRUCTION NOTES 209. CONNECT TO EXISTING STUB. 409. CONNECT TO EXISTING STUB. SEE GENERAL NOTE 1. 251. CONST ENCLOSURE TRAP DRAIN AS PER DETAIL. REFER 412. CONST SAND COLLECTOR CATCH BASIN W/FLOGARD FILTER AS TO SHEET C6. PER DETAIL. REFER TO SHEET C6. 279. CONST 4" PVC WASTEWATER PIPE, ASTM ABS WITH RUBBER 413. CONST 6" STORM PIPE WITH CAST IRON GRATE. ENCLOSE WITH GASKET JOINTS AND TRACER WIRE. PRESSURE TREATED LUMBER BOX AND FILL WITH lj- ROUND 280. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER ROCK. REFER TO SHEET C5. Z GASKET JOINTS AND TRACER WIRE. 444. CONST STORMWATER PLANTER AS PER DETAIL. REFER TO SHEET C5. 445. CONST BLOCK GRASSY SWALE AS PER DETAIL. REFER TO jrrSHEET C5. FRANCHISE UTILITY NOTES: 446. CONST 3" ROUND ROCK SPLASH PAD. 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR 450. CONST STD. CLEANOUT WITH CAST IRON LID. SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL #811. 476. CONST 4" STORM DRAIN PIPE, ABS SCHEDULE 40 DWV W/SOLVENT WELD JOINTS. 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND 477. CONST 6" SOCK WRAPPED D3034 PERFORATED PIPE WITH VERIFY, IN COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE RUBBER GASKET JOINTS. LAY FLAT IN ROCK CHAMBER. ELEVATION PRIOR TO CONSTRUCTION. 478. CONST 6" STORM DRAIN PIPE, D3034 WITH RUBBER U GASKET JOINTS AND TRACER WIRE. 3. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE 480. CONST 10" STORM DRAIN PIPE, D3034 WITH RUBBER PROVIDERS. GASKET JOINTS AND TRACER WIRE. CABLE - COMCAST ELECTRIC - SUB GENERAL NOTES: GAS - NORTHWEST NATURAL PHONE CENTURYLINK 1. CONTRACTOR SHALL POTHOLE EXISTING STORM DRAINAGE WATER SUB LATERAL, IN COORDINATION WITH THE PROJECT ENGINEER, AND VERIFY FLOW LINE ELEVATION PRIOR TO 4. PHONE, CABLE, ELECTRIC & NATURAL GAS PROPOSED TO BE JOINT CONSTRUCTION. TRENCH PER DETAIL. 2. LENGTHS, AREAS AND QUANTITIES SHOWN ARE FOR 5. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED REFERENCE ONLY AND NOT INTENDED TO BE USED FOR AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB BID PURPOSES. CONTRACTOR SHALL VERIFY ALL BEDS AND SWALES. QUANTITIES. 6. BUILDING NOT PROPOSED TO HAVE FIRE SPRINKLER SYSTEM. 3. A STANDARD SPRINGFIELD WELLHEAD PROTECTION SIGN SHALL BE POSTED AT THE SITE DURING CONSTRUCTION ON A FENCE OR STAND-ALONE POST IN A HIGHLY VISIBLE LOCATION (SUCH AS THE ENTRANCE TO THE CONSTRUCTION SITE OR IN CONJUNCTION WITH OTHER SITE SIGNAGE). APPLICANT MAY CONTACT SUB WATER DEPARTMENT (541-726-2396) TO OBTAIN SIGN STANDARD OR TO PURCHASE SIGNS DIRECTLY FROM SUB AT 15$/SIGN. LOT 10 4. FINAL LOCATION OF SPRINGFIELD WELLHEAD PROTECTION HI SIGNS TO BE COORDINATED WITH AMY CHINITZ OF THE TL 60° MAP 117-02-30 44 SPRINGFIELD UTILITY BOARD (541-744-3745). 5. FLOOR DRAINS SHALL BE ADDED INSIDE BUILDING AT EACH OVERHEAD DOOR LOCATION. REFER TO M.E.P. BUILDING PERMIT PLAN. LEGEND EXISTING UTILITIES (GAS, ELECTRIC, TV U UTIL - - PHONE ETC.) 12-W - - EXISTING WATER LINE 5:3 EXISTING WATER METER LIGHTING NOTES: EXISTING WATER VALVE 1. WIRING DISTRIBUTION TO BE DESIGNED BY A LICENSED ELECTRICIAN AT TIME OF BUILDING PERMIT. EXISTING FIRE HYDRANT 2. SOFFIT LIGHTING TO BE PLACED AROUND BUILDING TO PROVIDE X;Y<,) LIGHT FOR WALKWAYS AND SECURITY. (SEE SHEET C6 FOR os EXISTING WASTEWATER SYSTEM FIXTURE INFORMATION.) 3. NO POLE LIGHTING PROPOSED IN DEVELOPMENT. SOT -24"SD EXISTING STORM DRAINAGE SYSTEM EXISTING CLEANOUT EXISTING AREA DRAIN 0 EXISTING CURB INLET EXISTING STREET LIGHT EXISTING JUNCTION BOX EXISTING ELECTRICAL VAULT ET j EXISTING TV PEDESTAL EXISTING TELEPHONE PEDESTAL NV EXISTING GAS RISER -no 91 I -A Co (o EXISTING GAS VALVE s P(an Kolew Date Received FEB 0 9 2017 Odginw Submlbl_ 9 r. o 00 4w 0 CD 9 r. o 00 CD U 0) 0 Ql) r. 00 CD U U u 5:3 o 0 04 aw LLI _j 7$ PLANTER WIDTH AS SHOWN STORMWATER 4" GRATE ELEVATION 3" PLANTER BELOW TOP OF WALL 12" MAX. RESERVOIR 18" 11" ROUND ROCK OIL MEDIA ENCASED IN 18 X 1 12" TO 2 PRESSURE TREATED 1. X HED DRAIN ROCK X10" BOX AROUND DRAINAGE RISER SOCK -WRAPPED PERFORATED PIPE ENTIRE LENGTH OF PLANTER CONNECT TO HARD PIPE PER PLAN 6" COMPACTED 1"-0 CRUSHED ROCK a WE NO I we 0 FILTER FABRIC 6" PVC HARD PIPE TO STORM DRAIN CONNECTION PER PLAN 7 9" 12" MAX. RESERVOIR 6" PVC HARD PIPE TO STORM DRAIN CONNECTION PER PLAN PLANTER OVERFLOW DETAIL STOYI.?MWATER-1 PLANTER DETAILS NTS nnom PRECAST CONCRM P2115.1s, Di aFroles P� �./. (2) Places 11. 72" ELEVATION VVEIGHT220 lbs CONCRETE: Fr= 4.000 psi @ 28 Days REINFORCING: (2) - #4 Rebar ASTM A-615 Gwle 60 .80,DE'S RCA T, INC. 1861 EwA Polc,Rd. f.verson, Wa.. 08247 (369) 354,3()12 SECTION 6'Wheel Stop Number: w87Zx8'5 Date Issued; FILL BOX WITH 6" DIAMETER GRATE T�ROUND ROCK 18" SQUARE BOX ..,-6" PVC BELL 2"X10 0) PRESSURE END STUB TREATED LUMBER 6" PVC ELBOW t* V A IV F1111m.7, III— INTO 10" STUB FROM PUBLIC SYSTEM AREA DRAIN DETAIL. NITS 0.5' ABOVE ITL 6" OUTLET PER AREA LANDSCAPE DRAIN DETAIL ON THIS RETAINING SHEET WALL BLOCK SLOPE VARIES (3:1 MAX.) 2' 2$ BOTTOM BOTTOM 5j' SWALE WIDTH 6' SWALE WIDTH NATIVE GRASSES NATIVE GRASSES AND/OR TURF AND/OR TURF GRASSES GRASSES 6' WIDTH SWALE — NO BLOCK WALL SWALE — SINGLE TIER BLOCK WALL BLOCK GRASSY SWALE. NTS j STANDING SEAM METAL ROOFING, OVER 1/2" CDX, OVER 2x10 JOISTS @ 16" O.C. +8'-8"rh n T.O. WALLRU +w+ U. - I - I VENTILATION �7,--FOR DRAINA I SYSTEM P.T. 4x4 BUMPER 6" CONCRETE WITH WIRE MESH REINFORCEMENT SLOPE FLOOR TO DRAIN _CONNECT DRAIN TO CITY SANITARY SEWER LINE & PROVIDE WATER PRIMING SYSTEM SECTION TRASH ENCLOSURE 10, 12' FLOOR PLAN TRASH ENCLOSURE T T TRASn ENCLOSURE DETAILS LANDSCAPE - RETAINING WALL BLOCK (3:1 MAX.) 21 BOTTOM ----54' SWALE WIDTH NATIVE GRASSES AND/OR TURF GRASSES 6' WIDTH SWALE — DOUBLE TIER BLOCK WALL rtt5 " zu I I original Submiftal LU 00 C/) cq 1.41 :z U in m C3 C) 0 E-' U 0 � � Q b 0 m 0 00 cq 1.41 :z U in m C3 C) 0 E-' U 0 � � Q b 0 m IN F { f fs r TO VF II I I I I .I .f:t. _ s.. \ Fl \'r• "' l30X FA%IUC"AII.t D w ...... ( i 4 j gj 10 (TWO SIDES) DUtCT 11,E IRON GRATE : I(fI, lf.Ifl�I I�I.7Y '.I.'RAJ='FIC G(R fITa �..0 �: _�INME.�;�1 z��..�.l.ax� HIGH % � UI}�:�C�:��"f,-� ��?�:�}�:}IMi.� ' x ; 9 t' V '` t �> 1.O�� r> `iC 5 :i3OAISS' ^. W ♦ a .-�' `rte ` i i }sJ}sl. ...,l TR AP 1 ✓" rf .... ........................... ............:..............................................:",� ` A BIS,OY.:1.3.�.'kN h ... .l.✓ ,..., ar ,x. 3...,t .[" O i� C� H €;:�1«V.t. d: s..l ./ MZ. 'RIC r i :. 1 1 - .x .. i ♦ (:♦ f ... r N �„ ... ,t ri - K i E` s. x i t t v: I.�,. '4;./ °<:<; c _i "' t `�x '' : \?'�S 11. S v .:.5 is - 24,,x42)7 6"0 GUTLET SAND COLLECTOR CATCH BASIN DWG PROJ, MAN, oaur. P, I DWN. PAU4 G, Gibson Steel as sns IDATFo JAN, 23, as 1 MODEL: SWF16--42H&_6 $NOR I RV 247 l4Washi :gttn St. Euguene, Or, 97401 Ph. (544) 687 ••- 8672 €ax J44-•-17207' i i ........ .............................._................................................... ....................._..................,................,-......................................._......................_...................................._..._................................................................................_......._........................._ ........... .............................................................._................................................................................................. ........................................................ ........... ATTACHMENT 9 MOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY'TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS STET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAI'ai! STANDARDS. f RIGHT OF'WAYIPRQPERTY/EA EMENT LIME i 6, MIN a � S.U.B. WATER METER l� V, MIN OVYE&-IEAD INS'I"A"LL4TIQN CLEARANCES VIEW l 14 4„ ! i V* MIN i SUIS CUSTOMER F � RESPONSIBILITY RESPONSIBILITY # t t Y16 I a" MIN - � 12" MIN _ — 3" MIN GRADE i11\'f u0�W I I=III W -,:::]l 1 1 fIl 1IM PROFILEVIEW — WATER METER 1 14 3/4„ i SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre -installation Cross Connection Control RegpIrerftents - Section X0 Location of Backilow Assembly - Section XIII Backflow Assembly Installation Gpidelines - Section XIV Post-ln61a.11atlon Crass Connection Control Regwireinents Sections XI XIV, in addition to the complete Cross Connection Control Pro ram Requirements,are available at: htt plilwww-sub ufi>, ..'opt hwateflcross-<;onnect ion core of-anti-i}ec:flaW-prolec,t00 SCALE: ir. T. S. : BAC#ti=�QW ASSEMBLY SfANDARo Dr V�tNG DRAWING NLI mt3t � DRAWN BY: E4NREDUCED PRESSURE a� WATER QUALITY".1 BACKFLOW ASSEMBLY ENGINEERING— .'< z < 3 . • srxiric; rrr.rtrrratl'Y BOARD ,t SMALLER RE VISEUG Ol a Sz iJrusvira s f"t�FFi i 3E90 f r'Br� inch clad sritail r ''2.tfi .ditt7 -- #uti' ?. 2ii1` i+JTlorih Plotted by, fdcN if 'D'ft: It :: 'FfV1aF_S 3 :............................................. .......................................... ........... ........................................... ............................ ............................................................................ -.......... ............................. ............................................ ....................................s K 14 L/4 DoNrumus EMIR tRaS?161ATLY79>1 - f f 0x =AMPw (I asomo EAM M) � OL* figftw. `ft NOW FAE & SPEOfICAT1ON -i l?,..:tepf3�vsrss�lfaa[tlttl�re>$t Tam OWNIM" —404 mutpf- Ors WNW 4 1� ftwwt •f 0 N OLUMtiattsst��x'lb3x 1 «b hi h^ fftmna09PWAvotd71 NMI RAMOA M04 hOMPA at RAD touruf8£iY�ti�° IUD O%r bAst w NZA W- i- maid amai alA p T �SI�� iA4- 111 �3�Iru�fllnH�i D CW Ftp 4VT 5.8��i6YLi�ibdfki0'0"�1qV�.S.Vr>��yNe�`aDYfRYffBti�35�°a@FBtSa .: � 'j'\�. ,A �WggF „ $t ix wt -,rel. drri�tf�rf �k�x`�r��iiyts��I���hax=:ria a2h�r�. ���d�•••_Lt�� i�,�.�flz��ta��s�y�'tu�s�f?azs�d: 1� WquedCflIr Drwillwun ylherair4 .......... ��\ u..,:����♦„`...�.��. �'y'I$�”�^�§��{g'6€sl'llifP>�53�3v�Ail'�iBI�.SAii�?3�fYf�yi'Af�ty:3s��2 Mvl. ���fyii�s£eisri fi��i�ii�sx i���t ��:� f%`y$�t�?1�^ttS�ifSS�€'&f3�dI1t�i�i�l. .;•.•,•; �� Q Q i w Mw wu i i?ii�a�. iii:al� �\c`. i i lW f 4" WH 3/4" RADIUS TYP. — AC PAVING t PER PLAN e e 4 a° BATTER ff 1O VERTICAL CURB N.T.S. AnnCC-cFnF t- nAni/IAI/� C�fMr-VAIAi f/ Pl M of A.i 60" MIN. go —960$—(96" MIN. FOR VAN ACCESSIBLE LOADING PER ANSI A117.1) ACCESSIBLE PARKING DETAIL NTS 0 EXTRUDED CONCRETE CURB CLASS 3000 — 1/2" �— CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL BEFORE APPLYING EPDXY. SURFACE AS PER PLANS EXTRUDED CONCRETE CURB DETAIL NTS 8"ROUND GRATE DRAIN—RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE R TRAP PRIMER AND VENTING TO BE PROVIDED 4"PVC FOR DRAIN SYSTEM. REFER CDTO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS. !r TRAP 4"PVC c V, ew Jo kn t�w nu K_ WASTE WATER SERVICE LINE of ID TRASH ENCLOSURE TRAP DRAIN N.T.S. Date ecelve FEB 0 9 2017 Original Submittal �D) -i •f 0 N CN �D) Q v) 0 N CN N 1� 0 N CN Q Q w m � W 53 W W O > O a a C4 a Q BLOCK GRASSY SWALE SEEDING TABLE PRO—TIME 835 BIO—FILTER SUMMER GREEN VEGETATIVE COVER QTY. APPLICATION RATE: 2 LBS / 1000 SF SYMBOL GROUNDCOVERS BOTANICAL NAME COMMON NAME SIZE Lolium perenna "Elko" Elko Perennial Ryegrass 60% Festuca ovina duiuscula "Eureka" Eureka Hard Fescue 15% Yarrow millefolium Yarrow millefolium 8% Alyssum maritimum Sweet Alyssum 3% Trifolium dubium Shamrock 3% Trifolium repens Dutch White Clover 7% Trifolium fragiferum "Salina" Salinas Strawberry Clover 4% 103 Juncus Effusus 1 Gal. \:w Vine Maple SCALE 1 "-10' 10' 0 10' 20' O Q0 PLANTER MIN PLANTING LIST ALL ZONE A — 385 SQ. FT. REQUIRED: 80 GROUNDCOVERS AND 4 SMALL SHRUBS PER 100 SF GROUNDCOVERS: 103 CAREX OBNUPTA 103 JUNCUS EFFUSUS 102 BLECHNUM SPICANT SMALL SHRUBS: 8 CORNUS KELSEYII 8 ACER CIRCINATUM f \ # F ^ ,•tel �.e J 1X f t }3 yrr 11 BLOCK GRASSY SWALE 736 SQ. FT. 0 �- IMPORT 12" MIN. TOP SOIL FOR GROWING MEDIUM. SEED WITH PRO—TIME 835 BIO—FILTER SUMMER GREEN VEGETATIVE COVER. REFER TO DETAIL ON SHEET C5. ©`--© iii 2 JI 11 'V rfa r ' . , i ! f HI TL 900 MAP 117-02-30 44 aj .t iF Qt 4. LAN T SYMBOL SHRUBS QTY. BOTANICAL NAME COMMON NAME SIZE SYMBOL GROUNDCOVERS QTY. BOTANICAL NAME COMMON NAME SIZE CK 8 Cornus kelseyi 1 Gal. CO 103 Carex obnupta 1 Gal. Kelseyi Dogwood Slough Sedge AC 8 Acer circinatum 1 Gal. JE 103 Juncus Effusus 1 Gal. Vine Maple Common Rush (;ZrCD O Q0 BS ti f '\ X1.\~~4 \• "��� 1 1 O V ............... .....+.w.+. ..102 Blechnum spicant 1 Gal. Deer Fern 308 TOTAL GROUNDCOVERS. PLANT 1 GAL. POTS AT 12" ON CENTER IN A TRIANGULAR PATTERN. \ 41 \\ LOT 8 141 �. NOTES: 1. Automatic underground irrigation system will be designed and installed by a licensed contractor in all lawn, shrub beds and stormwater filters. Stormwater filters should be zoned separately so that once plants are established water con be applied infrequently. 2. Use only shrubs and varieties, as indicated on plan. Changes must be approved by designer. 3. Purchase healthy material at minimum sizes indicated on plan. 4. Placement of shrubs and trees should match design as closely as possible. Minor adjustments in plant spacing is acceptable. 5. Plant quantity should be based on planting plan, not plant list. 6. Designer is not responsible for plant failure. 61 •i 00 (;ZrCD O Q0 61 00 (;ZrCD O Q0 ti � � w •cQ 00 (;ZrCD � � w lU lU m a Q x a LANT LIST (MBOL QTY. TREES ARO 2 _ �\1\\V°WW" �"A\\VA\� BOTANICAL NAME COMMON NAME Acer rubrum 'October Glory' Red Maple, October Glory SIZE SPACING 2" Cal. 30' o.c. SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME CS 7 Camellia sasanqua 'Yuletide' 5 Gal. 5' o.c. Yuletide Camellia CT 21 Choisya ternata 5 Gal. As Shown Mexican Orange IC 16 Ilex crenata 'Helleri' 5 Gat. 3' o.c. Helleri Holly Q) PL 15 Prunus laurocerasus 'Mount Vernon' 5 Gal. 3' o.c. Mount Vernon English Laurel o GROUNDCOVER AU 19 Arctostaphyllos uva—ursi 4" Pot 24" o.c. _o Kinnickinnick SEEDED LAWN 5,494 SQ.. FT. d )TES: Automatic underground irrigation system will be designed and installed by a licensed itractor in all lawn, shrub beds and bio—swales. Swales should be zoned separately that once plants are established water con be applied infrequently. Because of construction compaction of soil, completely clean area of construction iris and heavily amend shrub beds with a three to six inch layer of compost. Till ire area to a depth of 12". Special care should be taken before planting trees. Excavate area to a depth of and twice the size of the root ball. Heavily amend site with compost. Swale areas should be clearly marked before site work begins to avoid soil :urbance and compaction during construction. No vehicular traffic, except that cifically used to construct the facility, should be allowed within 10 feet of swale as. After swale areas are cleared and graded, all disturbed subsoil shall be tilled before ping with 18" of topsoil. If existing areas surrounding the stormwater facility are .urbed by construction, the top 18" of shall be tilled. After tilling is completed, no er construction traffic shall be allowed in the area, except for planting and related k. Apply 2" pea gravel to bottom of swales to provide soil stabilization. 3" of bark ch shall be applied to swale side slopes. Use only shrubs and varieties, as indicated on plan. Changes must be approved by igner. Purchase healthy material at minimum sizes indicated on plan. Placement of shrubs and trees should match design as closely as possible. Minor istments in plant spacing is acceptable. Plant quantity should be based on planting plan, not plant list. Designer is not responsible for plant failure. Provide 3" of shredded bark mulch over planting beds. ri te,,' (,Op� FEB 0 9 2017 original sub ival �o CO r4 W cc N Q 0 N Q) "U M o W 0 N o M o W _o d U U N ti W > j t 12 12 21 12 12 12 E"T R fO %' ELEVr4T'oNS CO tion l) � mSCALE: i!4" „ f 40" S Ns cop p2A-1- wcya6 i f 1 12�. vi -e vJ ,306\ Da Received FEB 1' 20117 o .lit +—Tl- �� sw�v tv� � �-++ HE+RENNwrwAvF,M THE PROPEvRTY OF RODD HANSEN, AIRCHITECT, LLC, AND IS NOT TO SE USED, M WHOLE OR PAR% FOR ANY OCHER PROJECT WITHOUT T7- MTTEN AUTHORIZATION OF RO=D 1.1AN8)N, ARCHITECT, LLC IN w 1� 1— w 1rL- W LL OL cn EXTERIOR TITLE: ELEVATIONS J08*; 1244.10012016 hRAM -- 155: ISSUE PATE: SCALE: 12 12 21 12 EX�-Ei�lOi� E�E��4T(Oi�iS COptio�l 1� ... w � � t SALE: 1/4" • 1' �0" � �� 12 12 Col Date Received FEB 0 9 2017 original Submittal THE DOCUMENT AND THE IDEAS AND DESIGN& INCORPORATED HEREIN ARE THE PROPERTY OF ROM HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN W14OLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE MTTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC '-3 EXTERIOR TITLE: ELEVATIONS Jpga 1244.100'1201ro r.>RA N 81'