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HomeMy WebLinkAboutPlans Applicant 2/4/2008i♦ r r i. 1•r•' u� A� , :j'• /� FIREit , ✓ r" • E� �OSED •♦ •PROP .. 1 r 'r•i = i:t• _• Vit• •t ✓ + r• r t r 1 r t t• t 9 U �l A r' •♦ i' .l• t r 't• is {{3d ♦fir { 3' t •i y r ••tom FIRE HYDRANT ;tf t• S, t' S d. •S •S: S' »2 r .r r r r,•, f4 ::0 �". .._f,�:: ':: Z .:iib' ��;•. s-. k •r w:v t. •t • r "t .,t t •t i' t' i' t „ ,• r Y t r• t "t• 5.v �'r r : , r s r u zr t rL'• •'t S' Y i •. t y, ^3w 'i. (tEJi=IRE _ (PI�RIVATP 'ORIVE) ..._ � - - CORPORATE PVA YHST 2 QC l W j ti ■ PROJECT SITE: I z 400 INTERNATIONAL WAY I A R C H IT E.:::C,, T S Y • EUGENE, OR 116 HIGHWA 99N ph(541)688 5594 • &(541)688 0530 www. eriC6aIIarchIteCtS.00m occupancy: Ar,: Proposed Area At: Tabular Area (we Table 609)(SG ERIC HALL At If: Frontage Increase 506.3) Use: Business Park TOTAL B 14.4?8 23,000 BUILDING INFORMATION 15,642 84,642 M EUGENE, OREGON I� - SDG OVERLAY DISTRICTS: A-2 6,404 I i .s 6,482 •Q --- I - , -{ Ir it i } I 1 O {L F I I• ! 1' Y O 1 1 9 i ! 1 1 i ! t I i i tt IvS . , i i I is I t .. L r CAMPUS INVUSTRIAL (51:G 3.3-200) 1 TAX MAP#: 11-03-15-40 tAA TAX LOT#: 500 I VICINITY MAIC 1" =100 - SITE REVIEW 5 GONE REVIEY4 A55UMPTIONS EMERGENCY CONTACTS ZONING INFORMATION Owner Representative (Eric Hall Architects, Inc.): Ted Corbin (wk) (541) 688-5544 STANDARDS: 5Pi'INGFIELD DEVELOPMENT GORE A5 ADOPTED Contractor Representative (Chambers Construction Company): SEPTEMBER 15 200T '. Dave Bakke (wk) (541) 681-4445 Proposed Area Zoning: Gi (CAMPUS 1NDl15TRIAL) Occupancy: occupancy: Ar,: Proposed Area At: Tabular Area (we Table 609)(SG At I,: Sprinkler increase (lec 5o6s) At If: Frontage Increase 506.3) Use: Business Park TOTAL B 14.4?8 23,000 BUILDING INFORMATION 15,642 84,642 M 13,060 12,500 `` 25,000 CONSTRUCTION TYPE: II -B FIRE SUPPRE551ON: 903.3.1.1 NFPA 13 SDG OVERLAY DISTRICTS: A-2 6,404 9,500 19(000 6,482 34,482 DRINI-� f 1C7 eATER PRCrWTION OVERLAY (SDG 3.3-200) 2,151 9,000 18,000 6,482 ALLOWABLE AREA CALCULATION PARAMETERS Total. Time OF Travel Zone (Taira: 0-1 Year Sum of Ala,/ Art Ratios 602.050 Total P Total Building Perimeter Length (or- so&.2 a sos.2.1 E exception) CAMPUS INVUSTRIAL (51:G 3.3-200) 1r1+;Nkied .. 612 Ft. GATEWAY REFINEMENT PLAN F Frontage (w, 506.2) -157 Ft. FARKIN���^ W Weighted Average Yard Width (leo 5062) _ [(WI x Pi) + (Y lZ x PSI (W3 x Pe) l / P - 30.00 Ft. ... k Area Increase Factor Due to Frontage (ec 5o6.2) 0.68 < 1.0 ,�RISDICTI E'S 6°7V�RNINO CODES Construction o ompy with the Following Godes as TComply 51AGE SQUARE VEHICLE BICYCLE 4'EHIGLE REQUIRED BICYCLE REQUIRED _ (F/P - 0.25) x W/30 DESCtvfPTIoN FOOTAGE RATIO RATIO r Total Area 606.0 As TotaAllowable Aea ( l 602.050 5C{.Ft: Adopted by the State of Oregon and Local Jurisdictions: (SP/SQ FT) (erisa FT) = (At x LTJ + x I,) 3 - 2007 State of Oregon Structural Specialty Code (50556) 64,038 1/:900 1/ 3,000. 213.13 21.3 Stories pF,E - 2007 Oregon Mechanical Specialty Code (OMSG) ALLOWABLAREA CALCULATIONS G)E - 2005 Oregon Electrical Specialty Code (OES F'.d7`rDUR7 4,232 1/100 v 600 . ; 4.3 7.1 Ground Floor Proposed Area Allowable Area Occupancy: occupancy: Ar,: Proposed Area At: Tabular Area (we Table 609)(SG At I,: Sprinkler increase (lec 5o6s) At If: Frontage Increase 506.3) A,,: Allowable Areanec Table Sot) TOTAL B 14.4?8 23,000 46,000 15,642 84,642 M 13,060 12,500 `` 25,000 5.525 46,028 A-2 6,404 9,500 19(000 6,482 34,482 A-3 2,151 9,000 18,000 6,482 33,482 Total. W M Sum of Ala,/ Art Ratios - 2005 Oregon Plumbing Specialty Code (OPSG) L« 12,050 1/ 300 1/S,000. 40.2 4A Occupancy: - 2007 International Fire bode (IFC) $TOLatAtSE 1,100 1/ 1,650 1/ 6000 At: Tabular Area 0.7 0.2 Aa2: Allowable Area VEHICLE BICYCLE SPADES TOTAL TOTAL 23,000 REQUIRED REQUIRED SPACES PROVIDED EXEMPTED 0 FLOOR AREA 1,361 C1,5001 PROVIDED is% Long •ts% Short Term Term 6,482 �% Long Term '15% Short Term 2!.189 Sum of A 2 iAo2 Ratios MAPLE 15LAND P.D. PLAN 4 PROFILE G'1 359 L1 LANDSCAPE PLAN 8.1 24.4 4.0 26.0 • SECONDARY USE L15TED TO GUARANTY ADEQUATE PARKING E0.2 SITE PHOTOMETRIC PLAN W M Sum of Art I A, Ratios 602.050 Total 60.6... paGe5 Total 7 H.C. fey 1r1+;Nkied Mixed Occupancy Ratio: 0.1'11 + 0.264 + 0.183 vppace + 0.061 = 0.70 <1 :. OK included V> 32.6 I included 35.0 NOTIM Second Floor Proposed Area Allowable Area Occupancy: APs: Proposed Area At: Tabular Area At Is: Sprinkler Increase At If: Frontage Increase Aa2: Allowable Area 200% B 20,628 23,000 46,000 15,692 84,692 A-3 1,361 C1,5001 141,0001 6,482 34,482 Total 2!.189 Sum of A 2 iAo2 Ratios Mixed Occupancy Ratio: 0.246 + 0.03q = 028 < 0 ERIC HALL ARCHITECTS, M,.ALL RIGHTS RESERVED. ERIC HALL ARCHITECTS, INC, RESERVES IT'S C COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DOCUMENTS, AND THEIR DESIGNS, DRAWINGS, AND WRITTEN MATERIAL APPEARING HEREIN, THESE Ri DOCUMENTS CONSTITUTE ORIGINAL WORK AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION OF ERIC HALL TACT WITH THESE I ARCHITECTS, NC.VISUAL CON DOCUMENTS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS - SHEET : ;; DESCRIPTION AO.1 COVER 5HEETY A1.1 SiTE PLAN A1.2 - CIRC JLAT1ON PLAN A2.1 CONCEPTUAL FLOOR PLANS A2.2 CONCEPTUAL FLOOR PLANS A3.1 EXTERIOR ELEVATIONS G1 SITE A59MMENT OF (E) GOND. C2 IMPROVEMENT d PUBLIC UTILITIES PLAN G3 GRADING d PAVING PLAN C4 CIVIL DETAILS G5 CIVIL DETAILS C6 MAPLE 15LAND P.D. PLAN 4 PROFILE G'1 MAPLE ISLAND RD.' PLAN 4 PROFILE L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS 4 5CHEDULES 150.1 SITE ELECTRICAL PLAN E0.2 SITE PHOTOMETRIC PLAN Th Ird Floor Proposed Area Allowable Area Occupancy: Ary: Proposed Area At: Tabular Area At I,: sprinkler Increase N If: Frontage Increase Aes: Allowable Area 200% B. 21.250 23,000 46,000 15,642 84,692 A-3 445 4,500 I 19,000 6.482 34,48,2 Total 22195 Sum of Aryl Ass Ratios AREA SgLJp,RE COVERAGE GOyTPA6E DESCRIPTION FOOTAGE PERCENT EOUIRET PROVIDED REQUIRED suiLDIN6 FOOTPRINT 38,095 14.3% At: Tabular Area (eo Table 503) PARKING LOT•( 132,016 49.5% 200% -: LANDSCAPED 46.111 315.0% 35% OPEN SPACE• , 15,642 254,016 M TOTAL 266.912 25,000 DEVELOPMENT SITE*" 138,083 A-2 Mixed Occupancy Ratio: 0.251 + 0.021 = 0.28 <1:.>Qi5 PROPOSED 15LEXTENSION S09 Building Totals Proposed Areae Allowable Areas Occupancy Type: Pre: Proposed Area At: Tabular Area (eo Table 503) At 6: sprinkler Increase (ec W s) At It: Fronta ge Increa9 e 506.9) As: Allowable Building Area nea Table 501) 200% -: x 3 Stories: B "56,556 23.000 46,000 15,642 254,016 M 13.060 12,500 25,000 8,528 138,083 A-2 6,404 9,500 19,000 6,482 104,443 A-3 4,45-1 9,800 " 19,000 6,482 104,445 Total W M Sum of Art I A, Ratios 602.050 I; I: > nab ' Submittal - 0 BITE PLAN LEGEND _ 40 3 -PORT FIRE HYDRANT BOLLARD ® CATCH BA51N PROPERTY CORNER C VEHICULAR ENTRY POINT ADA PARKING ACGE55 TO BUILDING ' PEDESTRIAN BENCH PEDE5TRIAN ENTRY POINT TO BUILDING LAND51CAPIN6 AREAS 8'-0"x16'-0" COMPACT PARKING SPACE SPACESGLE PARKING 51TE FLAN r = sn' BITE PLAN NOTES MAPLE 15LAND �1 BUILDING LAYOUT POINT O FUTURE FIRE HYDRANT PER 13 TEMPORARY PER 1� POND FLEXIBLE -SEE CIVIL DRAKNC75 ROADTEV INFILTRATION IMR.O.WY PROPOSED BY P.I.P. DRAWINGS FOR MAPLE 10'-0" VISION CLEARANCE UP TO 5'-0" ISLAND ROAD EXTENSION PROPOSED P.I.P. DRAWINGS OCITY OF SPRINGFIELD 2 ABOVE TOP OF CURB OF FUTURE MAPLE 15LAND RD. 18 Po551BLE FUTURE DRIVEWAY OUTLINE OF AREA FOR CITY EXTENSION LOG. - NO U.G: UTILITIES THIS FUTURE PROPOSED MAPLE O3 SITE PAVING AMENITIES - SEE LANDSCAPE OS OF SPRINGFIELD PUBLIC AREA ® ISLAND ROAD R.O.W. DRAWINGS WORKS PROPOSED ROUND- 14 6" CONC. PARKIN6 BUMPERS OA5 TEMPORARY CURBS FOR 1q PROPOSED WATER METER PROPOSED 5'-0" L.T.D. R.O.W. TRASH / RECYCLING AREA LOCATED TEMPORARY REDESIGN 3 EVENTUAL TEMPORARY PUBLIC SIDEWALK LOC. © AclaiICITION INSIDE BUILDING W/ 5ANIPAG CON5TR ICTION EXTENSION PER PROPOSED PROPOSED SELF-CONTAINED DUMP5TER5 d TRUCK ACCESS - RAIN SHELTER - SEE SITE P.I.P. DRAWING5 FOR SIDEWALK ® GENERATOR W/ CHAIN LINK 6 (E) i'-0" P.U.E. ACCE55IBL.E TO ALL BLDG TENANT5 O DETAILS CONSTRUCTION FENCE d REQ'D VISION (26) SHORT-TERM BICYCLE MAIN O SIGN PERMIT TO BE FORT)-IGOMUINGE 10 SIGNELOG.D.FUTURE 51GARY NNT 15 TEMPORARY ROAD 5CREENIN6 SLATS.STRUCTURAL SLAB -0N -GRADE 2, PARKING SPACES PERMIT TO BE FORTHCOMING BARRICADE PER PROPOSED ST DRAIN TO PARKING LOT (q) LONG-TERM BICYCLE TEMPORARY VEHICULAR DRIVE 1 6'-0" P.I.P. DRAWINGS OF FUTURE PARKING SPACES O 5IDEV`IALK FROM ROUND -A -BOUT TO 11 FIRE VAULT HIGH CONC. MAPLE ISLAND RV. EXTEN51ON 21 -0" BPA ACCESS DRIVE PROPOSED P.I.P. DRAWIN65 OF FUTURE 2q 11"x T WELLHEAD MAPLE 15LAND P.D. EXTEN51ON 5TORM WATER TREATMENT 12 VAULT OC ELECTRICAL 16 CLEAR DEMARCATION OF © OR PERPENDI5YiALE AREA - PROVIDE DIMENSIONS CULAR PARALLEL EAST 51GNAGETLOC. M4 OUSNT NG SWALE AREA PRIOR TO PROPERTY LINE d EXTEND PER S.D.G. STANDARDS CONSTRUCTION TO AVOID FROM SOUTHERN -MOST DISTURBANCE OF 501L - SEES PIN OF SAID SAME CIVIL DRAWINGS A R C H I T E C T S 116 HIGHWAY 99N • EUGENE, OR ph(541)688 5594 0 0(541)688 0530 www.erIchaIIarchitects.com ERIC HALL #3042 G� ,,�EaaUGENE, OREGON OF 0% ■ ■ ■ ERIC HALL ARCHITECTS, INC -ALL RIGHTS RESERVED. ERIC HALL ARCHITECTS, INC. RESERVES IT'S COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DOCUMENTS, AND THEIR DESIGNS, DRAWINGS,AND WRITTEN MATERIAL APPEARING HEREIN. THESE DOCUMENTS CONSTITUTE ORIGINAL WORK AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION OF ERIC HALL - .ARCHITECTS, INC. VISUAL CONTACT WITH THESE DOCUMENTS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. ■ ■ ■ DOCUMENT SITE REVIEW ' ! 18 JAN 08 REVISED: DATE: CUM 0729.1 TC/MH c GIRGULATION PLAN LEGEND GIRGUION PLAN No I t5 WALKWAY - SPECIAL PAVERS. BRICK. g ADA STRIPING t 516NAGE PER 5'-0" BOLLARD fIXTURE W1 1 Ply D 'ODOT STANDARDS 10 t.OUVRED DOME TOP OPARKING COUNTS O OR SCORED CONCRETE FIRE TPA" TURN LANDSCAPE DRANUN65 ADA AGGES5113LE CURB RAMP 11 STRwr DRAWING5 G -SEE GNIL. RADUIS - 30' MM PEDE5TRIAN BENCH O - SLOPE O 1:12 MAX. 50' MAX (9) 2'-0'xb'-0" GOVlED LONG-TERM PAVING SECTION CONSISTENT W/ O BICYCLE PARKING SPACES VV 25'-0" POLE FDCrLFZ W/ DUAL 12 SPRINGFIELD DESIGN BICYCLE PARKING AS NOTED STAPLE RACIG5 PER SDG STANDARDS TO SUPPORT 5TANDARD5 O LAMPS d FORYVARD THROW GUT - OFF 80 000# EMEIRLGETIGY VEHICLE j O(8) 2'-0"x&'-o"SHORT-TERM LOAD" 3 BICYCLE PARKING SPACES W/ 26-0POLE FIXTURE W/ SINGLE PRELIMINARY LOC. OF 51TE LIGHTING FIXURE d TREES - `- LAND��GAPE STAPLE RACK5 PER 5DC O LAMP t FORWARD THROW CUT 1g ,� + PLAN ZLECT'RICAL LINE EASEMENT AREA OF LIGHTING TO STANDARDS OFF BASED ON MTC. W/ ED HEAD OF Q.0.5 FOOTCANDLES - S.U.B. ON JAN 3. 2006 - FINAL SEE LIGHTING PLAN FOR O (16) 2'-0"xb'-0" SHORT-TERM 15'-0" POLE FIXTURE W/ SINGLE TION TO BE DETERMINED TYPE t HEIGHTS BICYCLE PARKING SPACE5 W/ 9� LAMP t FORWARD THROW GUT STAPLE RACKS PFR 5DC OFF STANDARDS 116 HIGHWAY WN 0 , OR ph(541)688 5594,9 N(W)W, 0540 www. et(chaII4V 114 a I,4•c9m OW U , 0ERIC HALL AR04TEM"C..AN-A1GMSE . S IT'S ERIC HALL ARCHITECTS, INC. RESERVE COWNGHT AND OTHER PROPERTY RIGHTS IN THESE DOCUMENTS. AND TWA DESIGNS DRAWRJGS. AND WRITTEN MATERIAL APPEARING HEREIN• THESE DOCUMENTS CONSTIME ORK K*,L WORK AND MAY NOT RE USED OR REPRODUCED WrtHOUT THE EXPRESS WRITTEN PERMISSION Of ERIC HALL DOCUMENTS SH. VISUAL LL CONTACT WITH TAG EVIDENCE Of THE ACCEPTANCE Of THESE RESTYK ro4 Uz _J W a Z W G z cx O W <Z wi � J Lu Z < I"- - SITEkEVIEW 18 JM! OB REVISED: RATES PROJECT I I FOOD I COURT TENANT F=j=1 FOODRT FOOD COURT TENANT SESATINATING I I 2 i ( FOOD COURT r7l3 TENANT PRIMARY / 5ECONDARY iu TRASH ao PRIMARY / PRIMARY / PRIMARY / SECONDARY SECONDARY SECONDARY U5E TENANT 4 USE TENANT 5 U5E TENANT 6 RCV/STORAGE E A B c E F H I A B c E F H v L �� v (:D- Date - n Date Received Fl JAN 222006 ARCHITECT5 Submittal 116 HIGHWAY 99N • EUGENE, OR ph(541)688 5594 • &(541)688 0530 www.crichalIarchit'ects.com V�S ERIC HALLf,% a EUGENE, OREGON ■ ® ERIC HALL ARCHITECTS, INC -ALL RIGHTS RESERVED. ERIC HALL ARCHITECTS, INC. RESERVES IT'S COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE --DOCUMENTS, AND THEIR DESIGNS, DRAWINGS, AND WRITTEN MATERIAL APPEARING HEREIN. THESE DOCUMENTS CONSTITUTE ORIGINAL WORK AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION OF ERIC HALL ARCHITECTS, INC: VISUAL CONTACT WITH THESE DOCUMENTS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. DRAWN: TGMH .. . 0729.1 - �� a. . - .• - RIG JLq • ■1■ ■�■ ■1■ ■1■ ■1■ ■1■ ■1■. I N C ONE No ON ml No ■o■ ■o■ 1 ON NO No ■o■ Nom me 0 No mom mom mom WIN IN; mom Elim ■N■ Elm 11111111111011M ■11■ , , ■■■ 11111111111111111111111111111111111111111111111� - •- _ ■�■ ■�■ ■■■ ■■■ _s-=_- __ ■■■� = -__ __ms -s =Y= ______ _______-_______------------------- ___ ________________--_-____________=_- -- Mw MIMI 1101 _-- -- m OR i - iii lili is 10-- 0 mom. i' IN■ mom ■�■■��N �;M ■ ■ �:� ■ ■ � M -- -- — �I ._ PRELIM ROOFTOP SOUTH ELEVATION 1/16" = 1'-0" 8 UNIT LOG'S MOT POSSIBLE SOLAR PANELS SCREENED - NO MDRABOVE BUILDING HEIGHT /LDR ADJACENT — — — — — — — — — 485.60 MOT INCIDENTAL EQUIP.) 482.50 _ 415.50 ��—�� RIDGE I�- -- ------------------ -1-------- --- ------ 4-14.25 BUILDING HEIGHT EXTERIOR BALCONIES ® ❑ El BEYOND THIRD FLOOR EXTERIOR BALCONY PRELIM ROOFTOP YNEST ELEVATION POSSIBLE SOLAR PANELS PRELIM ROOFTOP POSSIBLE 50LAR PANELS H ABOVE BUILDING HEIGHTUNIT LOG'S (NOT ABOVE BUILDING HEIGHT A MOT INCIDENTAL EQUIP.) 5GREENED - NO MDR MOT INCIDENTAL EQUIP.) /L.DR ADJACENT ---------------- ARCHITECTURAL CORNICE ------------------------ �— r-1 EXTERIOR 5ALC4)NIE5 4,75 50 I — RIDGE — — — — — — 4"14.25 If BUILDING HEIGHT ❑ ❑ ARCHITECTURAL ❑ ❑ ❑ ❑ ❑ PILASTERS 458.50 — — — THIRD FLOOR ❑❑ ❑❑ dd HORIZONTAL BANDING ® ❑11 E/1 445.50 _ SECOND FLOOR BIKE/5MOKIN6 SHELTER ❑ —1 ❑ ❑ 424.50 TP I�D] I T.O.S. STOREFRONT GLAZING SYSTEM P0551B1 E 50L.AR PANELS UNIT LOC'5 MOT 8 ABOVE BUILDING HEIGHT SCREENED - NO MDR MOT INCIDENTAL EQUIP.) 485.50 — / ADJACENT — — — — — ` — — - — — _ 402s0 ARCHITECTURAL CORNICE L I-L� - Lam_ L�'�_L--% �I� �� R� 4-74.25jh BUILDING HEIGHT HORIZONTAL BANDING EXTERIOR BALCONY ❑ ❑ ❑ ❑ 455.50_ THIRD FLOOR SIGNAGE ® BUILDING STUCCO ® ❑ ® STOREFRONT GLAZING SYSTEM 44s.so,k — — — — — — — SECOND FLOOR L/-^`' BIKE/SMOKING ❑ ❑ ❑ ❑ SHELTER STOREFRONT BAY SYSTEM Q T! C� ❑ 42q.50 T.O.S. GENERATOR EAST ELEVATION D 1/16" = 1'-0" EXTERIOR OVERHANG PP-OP05ED OVERHEAD DOOR NORTH ELEVATION 1/16" = T -D" a ERIC HALL ARCHITECTS, INC..ALL RIGHTS RESERVED. ERIC HALL ARCHITECTS, INC. RESERVES IT'S COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DOCUMENTS, AND THEIR DESIGNS, DRAWINGS, AND WRITTEN MATERIAL APPEARING HEREIN. THESE DOCUMENTS CONSTITUTE ORIGINAL WORK AND MAY NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN PERMISSION OF ERIC HALL ARCHITECTS, INC. VISUAL CONTACT WITH THESE DOCUMENTS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. DOCUMENT TYPE PUBLISHED M-wm 1 DRAWN: TC/MH 0729.1 LEGEND JAN. 18, 2008 SITE Q I. I I _I I PROPERTY LINE DELTA EXISTING CURB INLET 3 ADJOINING PROPERTY LINE Cl Q — CENTER LINE S67*52'51"W 41.01 EXISTING STREET LIGHT iLI,p TOP OF BANK F -CITY LIMITS — — — — — — — 0 45.00 CL LINE BASE FLOOD ELEVATION E21 INTERNATIONAL WAY U EXISTING CURB wo EXISTING AC ua EXIS71NG VALVE --- Ex,..",:r - EXISTING JOINT UTILITY TRENCH Q (TELEPHONE, CABLE TV, GAS & '6` EXIS77NG FIRE HYDRANT W GAME FARM RD E — — - SL — -- EXIS71NG STREET LIGHT POWER Z EXISTING SIGN -- S tri; EXISTING STORM DRAIN BEL TLINE RD EXIS71NG GRAVEL 0 F ct� EXISTING WATER LINE EXISTING MINOR CONTOUR � Ix EXISTING MAJOR CON;'" -JR rr 3 W VICINITY MAP Q 0 LEGEND JAN. 18, 2008 CURVE TABLE I. I I _I I PROPERTY LINE DELTA EXISTING CURB INLET — "- ADJOINING PROPERTY LINE Cl 21'0554' — CENTER LINE S67*52'51"W 41.01 EXISTING STREET LIGHT — — TOP OF BANK F EXISTING TELEPHONE RISER — — — — — — — EASEMENT UNE 45.00 22.29 -%^w'428.0 VwS.- BASE FLOOD ELEVATION E21 EXISTING WATER METER 1 31.45 1 EXISTING CURB wo EXISTING AC ua EXIS71NG VALVE --- Ex,..",:r - EXISTING JOINT UTILITY TRENCH (TELEPHONE, CABLE TV, GAS & '6` EXIS77NG FIRE HYDRANT ELECTRIC) — — - SL — -- EXIS71NG STREET LIGHT POWER EXISTING SIGN -- S tri; EXISTING STORM DRAIN EXISTING SANITARY SEWER EXIS71NG GRAVEL 0 -.-- _-- yh, ...._ __._.. EXISTING WATER LINE EXISTING MINOR CONTOUR Ix EXISTING MAJOR CON;'" -JR I1 I 1 I I I RIGHT OF WAY CONVEYED TO THE CITY OF SPRINGFIELD, OREGON BY DEED RECORDED FEBRUARY 21, 2003 AT RECORDER'S NUMBER 2003-015537 I ( IN THE OFFICIAL RECORDS OF LANE COUNTY, STATE OF OREGON. 8" SAN dREECTION POINT n I o GAc RIM: 429.41' INV OUT (E):420.30' MAPLE I {,. ISLAND i ROAD u ROUNDABOUTCo i ft 1 i ✓"f ) W Ij g C'7 � FI I \ x I• N W sV TAX MAP 17-03—I5-40, TAX LOT 500 i N GRAPHIC SCALE 40 0 20 40 so (IN FEET ) 1 inch = 40' fir. Date Received: d. JA N 2 2 2008 JAN. 18, 2008 CURVE TABLE I. I I _I I CURVE DELTA RADIUS ARC LONG CHORD Cl 21'0554' 112.00 41.25 S67*52'51"W 41.01 C2 4773'49' 65.00 53.77 N72'0255"W 52.25 C3 287236" 45.00 22.29 S617239*E 2206 C4 12170'44" 1 150.00 1 31.45 1 S&M 41'E 31.39 TAX MAP 17-03—I5-40, TAX LOT 500 i N GRAPHIC SCALE 40 0 20 40 so (IN FEET ) 1 inch = 40' fir. Date Received: d. JA N 2 2 2008 0 J 0 I I � 100' EASEMENT TO U USA BONNEVILLE POWER ADMINSTRATION ! I GRADING: 2 EASEMENT RECORDED FEB. 0 2006 AT + REMOVE 12" OF EXISTING MATERIAL AND REPLACE WITH C7 LLJ RECORDER'S NUMBER 2006-007952 IN THE I Q OFFICIAL PECORDS OF LANE COUNTY 1 12" OF COMPACTED CRUSHED ROCK. SEE GEO-TECH STATE 0� OREGON. + REPORT. + r BENCHMARK: i I CITY OF SPRINGFIELD BENCHMARK #515; BRASS CAP AT ' 1 I END OF W'LY CONCRETE WALL FROM OREGON MEDICAL I LABS, APPROXIMATELY 3 FT ABOVE ASPHALT. CITY OF Q) %1 I SPRINGFIELD ELEVATION = (436.475 NGVD 88) I CONVERTED TO NGVD 29 ELEVATION 433.17.(10 I Z Z j I UTILITY NOTES: O p "AS BUILT" SANITARY AND STORM SEWER INFORMATION Z Q 0 iH I FLOWLINES IS FROM THE BRANCH ENGINEERING "AS W 1•. + + BUILT" DRAWINGS FOR THE CITY OF SPRINGFIELD TITLED: n= Q + "INTERNATIONAL WAY EXTENSION AND IMPROVEMENT J C)Q I j PROJECT" DATED: JULY 27, 1994. SANITARY AND STORM I / LOCATION OR SAID BUILT" DRAWING. AS NOTED ARE FIELD Q Q I 1 +W �p--j I ! FLOODPLAIN: _ ? �-- ` � Z C� 1 + FLOODPLAIN ELEVATIONS SHOWN ARE BASED ON MCKENZIE RIVER FLOOD PLAIN ASSESSMENT BY DAVID iZ 0 EVANS AND ASSOCIANTES DATED 11-3-03. EFFECTIVE CL FLOOD PLAIN ELEVATIONS AT THE SITE BY FEMA'S LQ �y� � V V) f FLOOD INSURANCE STUDY ARE LOWER THAN THE FLOOD 1 + 1 PLAIN ASSESSMENT. 4. WELL HEAD PROTECTION: 1 1 ^ THIS PROPERTY IS ENTIRELY WITHIN THE ONE - YEAR 1 I ^ TIME :OF TRAVEL ZONE. Z N CONT 0 UR INTERVAL:o ONE FOOT z c� I -U-1 1 A - N w - SITE AREA: Lq� ' o 40 j+ / 7.05 ACRES BASIS OF BEARINGS: (' + ( LANE COUNTY SURVEY NO. 31948 FILED MAY 6, 1994 1 + cV LANE COUNTY OREGON PLAT RECORDS. + I SOIL TYPES: ( J �� TOP OF BANK 4 Co tw ani t IAS LOCATED ACCORDING TO NATURAL RESOURCES CONSERVATION c� A j 11-0 SERVICES, THE SOILS ON THIS SITE ARE AS FOLLOWS: bi j + 95 - NEWBERG FINE SANDY LOAM. THIS SOIL DOESN'T r •p HAVE A HIGH WATER TABLE. o J + v� 26 - CHEHALIS SILTY CLAY LOAM, OCCASIONALLY + FLOODED. THIS SOIL DOESN'T HAVE A HIGH WATER ''"' c ° I I TABLE. b t w A t° a I / / N00 -00'54"W` '� !. 27.00 v w w a6 y � to Imo "� ��,, 014d,as v j AVi ul JAN. 18, 2008 r m W I. I I _I I k/ r; 1 I BY DESIGNER Q CHECKED DG G 180 PROJECT 06-483 NUMBER N Z 0 wo cc U W z 0 uj Ix 0 J 0 I I � 100' EASEMENT TO U USA BONNEVILLE POWER ADMINSTRATION ! I GRADING: 2 EASEMENT RECORDED FEB. 0 2006 AT + REMOVE 12" OF EXISTING MATERIAL AND REPLACE WITH C7 LLJ RECORDER'S NUMBER 2006-007952 IN THE I Q OFFICIAL PECORDS OF LANE COUNTY 1 12" OF COMPACTED CRUSHED ROCK. SEE GEO-TECH STATE 0� OREGON. + REPORT. + r BENCHMARK: i I CITY OF SPRINGFIELD BENCHMARK #515; BRASS CAP AT ' 1 I END OF W'LY CONCRETE WALL FROM OREGON MEDICAL I LABS, APPROXIMATELY 3 FT ABOVE ASPHALT. CITY OF Q) %1 I SPRINGFIELD ELEVATION = (436.475 NGVD 88) I CONVERTED TO NGVD 29 ELEVATION 433.17.(10 I Z Z j I UTILITY NOTES: O p "AS BUILT" SANITARY AND STORM SEWER INFORMATION Z Q 0 iH I FLOWLINES IS FROM THE BRANCH ENGINEERING "AS W 1•. + + BUILT" DRAWINGS FOR THE CITY OF SPRINGFIELD TITLED: n= Q + "INTERNATIONAL WAY EXTENSION AND IMPROVEMENT J C)Q I j PROJECT" DATED: JULY 27, 1994. SANITARY AND STORM I / LOCATION OR SAID BUILT" DRAWING. AS NOTED ARE FIELD Q Q I 1 +W �p--j I ! FLOODPLAIN: _ ? �-- ` � Z C� 1 + FLOODPLAIN ELEVATIONS SHOWN ARE BASED ON MCKENZIE RIVER FLOOD PLAIN ASSESSMENT BY DAVID iZ 0 EVANS AND ASSOCIANTES DATED 11-3-03. EFFECTIVE CL FLOOD PLAIN ELEVATIONS AT THE SITE BY FEMA'S LQ �y� � V V) f FLOOD INSURANCE STUDY ARE LOWER THAN THE FLOOD 1 + 1 PLAIN ASSESSMENT. 4. WELL HEAD PROTECTION: 1 1 ^ THIS PROPERTY IS ENTIRELY WITHIN THE ONE - YEAR 1 I ^ TIME :OF TRAVEL ZONE. Z N CONT 0 UR INTERVAL:o ONE FOOT z c� I -U-1 1 A - N w - SITE AREA: Lq� ' o 40 j+ / 7.05 ACRES BASIS OF BEARINGS: (' + ( LANE COUNTY SURVEY NO. 31948 FILED MAY 6, 1994 1 + cV LANE COUNTY OREGON PLAT RECORDS. + I SOIL TYPES: ( J �� TOP OF BANK 4 Co tw ani t IAS LOCATED ACCORDING TO NATURAL RESOURCES CONSERVATION c� A j 11-0 SERVICES, THE SOILS ON THIS SITE ARE AS FOLLOWS: bi j + 95 - NEWBERG FINE SANDY LOAM. THIS SOIL DOESN'T r •p HAVE A HIGH WATER TABLE. o J + v� 26 - CHEHALIS SILTY CLAY LOAM, OCCASIONALLY + FLOODED. THIS SOIL DOESN'T HAVE A HIGH WATER ''"' c ° I I TABLE. b t w A t° a I / / N00 -00'54"W` '� !. 27.00 v w w a6 y � to Imo "� ��,, 014d,as v j AVi ul JAN. 18, 2008 0) 1 I. I I _I I k/ r; 1 I FOR SITE REVIEW ONLY NOT FOR r':nNSTRl ir,T10Kl DATE JAN. 18, 2008 SCALE AS SHOWN DRAWN JSA BY DESIGNER DG/JSA CHECKED DG BY PROJECT 06-483 NUMBER SHEET NO. OF 5 SHEET(S) LEGEND CONSTRUCTION NOTES UTILITY NOTES EXISTING IMPROVEMENTS EXISTING IMPROVEMENTS `.J CONSTRUCT ASTMD 3034 STORM WATER PIPE PER SIZE SHOWN. CONNECT TO EXISTING STORM 1. CONTRACTOR SHALL NOT PERFORM WORK WITHOUT INSPECTIONS WHERE INSPECTIONS ARE REQUIRED. - RIGHT OF WAY -- - - '-- -CONTOURS WATER PIPE IF SHOWN. PROVIDE FITTINGS AS REQ'D, FIELD VERIFY. SEE DETAIL 9, SHEET C4. 2. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND ----------- BOUNDARY O2 CONSTRUCT ASTMD 3034 WASTEWATER PIPE PER SIZE SHOWN. PROVIDE MIN. 1% SLOPE. PROVIDE SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL - —SCHEDULE 40 PVC PIPE WITHIN 5 -FEET FROM BUILDING. CONNECT TO BUILDING STUBOUT. TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL PROPERTY LINES PROVIDE COMPATIBLE COUPLING, SEE MECHANICAL SHEETS. SEE TRENCHING DETAIL 10, SHEET C4. TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET PROPOSED IMPROVEMENTS AND HIGHWAYS (MUTCD), CURRENT EDITION, AND SUPPLEMENTED AND AMENDED BY THE OREGON. EASEMENT ST ST STORMWATER O PROVIDE COMPATIBLE FITTING AS INDICATED. SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON TEMPORARY CONTROL HANDBOOK - MAY 2006, EDITION BY ODOT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC WASTEWATERww ww WASTEWATER O CONSTRUCT CLEANOUT. SEE DETAIL 6, SHEET C4. CONTROL AS FIELD CONDITIONS WARRANT. WATER O CONNECT TO EXISTING STUBOUT. PROVIDE COMPATIBLE COUPLING. 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY &HAVE — w w w— WATER NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTA77VE. THE CONTRACTOR SHALL -- - I -- r -- TELEPHONEO CONSTRUCT JOINT U77LITY TRENCH. SEE DETAIL 10, SHEET C4. DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE � w w w— JUT (JOINT UTILITY TRENCH) FULLY RESPONSIBLE FOR ANY &ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE - - STORMWATER DRAIN w w w— FIRE PROTECTION O7 CONSTRUCT SCHEDULE 40 PVC WATER SERVICE PER SIZE INDICATED. SEE DETAIL 9, SHEET C4. TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL WATER SERVICE CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING U77LI17ES AT TOE U8 CONSTRUCT DOUBLE -COMPARTMENT CATCH BASIN WITH FOSSIL FILTER. SEE DETAIL 5, SHEET C4. LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTIL177ES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND TOP — — — — ' —TOP Og DAYLIGHT POND OVERFLOW PIPE. CONSTRUCT OUTLET ROCK APRON. SEE DETAIL 4, SHEET C4. THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD 2 EXISTING CURB INLET -TOE 10 REDUCED -PRESSURE DOUBLE-CHECK (RPBP) VALVE ASSEMBLY. PROVIDE ABOVE -GRADE INSULATED CLEANOUT ENCLOSURE FOR CHECK VALVE ASSEMBLY. 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION & 3 E EXISTING STREET LIGHT t-- MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE & AT THE INDICATED --------------- 11 CUT STORM WATER PIPE TO MATCH FINISH GRADE SLOPE POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN, THE [T] : EXISTING TELEPHONE RISER CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT © FUTURE PUBLIC MANHOLE 12 PRIVATE UTILITIES TO BE SIZED BY DESIGN -BUILDING CONTRACTOR. THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. EXISTING WATER METER 13 FUTURE PUBLIC FIRE HYDRANT. 5• SITE PLUMBING SHALL CONFORM TO THE UNIFORM PLUMBING CODE AND MANUFACTURER'S SPECIFICATIONS. c a EXISTING VALVE GFUTURE 8» PUBLIC WASTEWATER PIPE. 6. SEE LANDSCAPE PLANS FOR IRRIGATION SLEEVE LOCATIONS, IF ANY. «k» EXISTING FIRE HYDRANT FUTURE 12" PUBLIC WATER LINE. 7. SEE ELECTRICAL SHEETS FOR POWER AND COMMUNICA77ON LINES. 'CUT EXISTINGPIPE STUB 10" FROM EDGE OF EXIST MH, l6 CONSTRUCT FIRE PROTECTION WATER SERVICE. VERIFY SIZE WITH MECHANICAL SHEETS. wt ROVIDE COMPATIBLE END PLUG 40OW METAL HALIDE FIXTURE. PROVIDE 35' MOUNTING—HEIGHT POLE (FUTURE) 14 I 30 REPRESENTA77VES GAS (NW NATURAL) DAVE THOMPSON (541) 342-3661 ELECTRICITY (SUB) ED HEAD (541) 744-3707 TELEPHONE (QWEST) BILL FOX (541) 482-8507 WATER (SUB) BART McKEE (541) 726-2396 WASTEWATER MATT STOUDER (541) 726-3753 STORMWATER MATT STOUDER (541) 726-3753 FIRE GILBERT GORDON (541) 726-2293 GRAPHIC SCALE is 30 so ( IN FEET ) 1 inch = 30 & m ct CL Z Q Q �°S `� + +14 '-t :' :' ` N�SCA :+'':` ••Y uba —=u +•'----auo,a b elono----bika!onet�-bikelan ne—bikela setbocM-aetbodr s t �, •s. �:- , % / �, a t. 1 , uola�!q�*-••¢-a I >L9 ne�.•,d- bikelan w n �� ebocH ae setb uola)l!q -----''-auotl.q T Tr:7'yT9 T w��_ , uo1a�11q •-•'---'-'a F � _, •w._----- , I� -�� L t t . _ uolaKVq S D. vow- -- F.•i,� _ �• eta _ �ka---° AP E I s LAND R _ 44 ,` fN{wt e----bikelane-y--.�=`�Ikelone---blkeleae. blke!an bikebno- O w __. _ _ _ - •'� _ /:, -- - .• taa h� — ----- T s+oo---------6+59.94 - o0t00ww�_W -COIL70- " ww _ CD 400eewl Pc 15 17 , • a �m. l , .� - D 1t1 17 <r. kL+!ane--�"" , i /. eib -I' .�I "+,.i -`_ 2+OQ -�__ i PT Q bike{ono------bikelane----bikelonebikelane ---bikelan bikelana bikelan elanf "b� - /5 _,' O Y - bikNon , W ,.S/k� / \ m rr ^^ bikelan RIM•427.00' — W W / ibaa ; 1 11 V ----------- INV• 424.48' 3 b �—bikela - _ W_ _ 4 5 �j.l i -i i ike{an W rr-. -••� e a :. �. - p /7 N bieoue,--bikelane--b!kelan bikelan 45 bikelan---- FIRE PRO UL 1 j , rEcrioN VA T`', � �- � . W W --- — w WA t� ` - 6•9ST ST- QST W_.---- W W _YSToo W �? �LJUu9 D ash. '.,aquas setback----� setDoc setba,.h s c satboc setbocR setbo i - I + ! 11 _ •� �� �`T,a,. ---_-N>oQlas 3 clr�_.� ,",� .yam f•� ' •� �t ,> � - a t� • � � "`��� ST oq]as abgl \ f I I 1 ' i 1 1 ,� •G J r :.:: . ; INV. 425.50' 6 l Z" Q_ O -� Q- 7 18 as l t I WATER• METER 'VAULT ! J Z "•`- LLl ZI 1 1 °°w ° 9l 0o93as r 1 r t ' I p' ! i I 5 -5 S7 _- -ST gT RIM:427.92' is \ RIM•427.63 \i�✓ « ti V li co ST ST ST INV 424 40' _ INV: 421.80' 3r _ ._. W as l�'�: as ST » ' 3 4 45' 2 F ` ❑ 1 i W �, , 1 i 8X6 WYE 6 INV. 426.87' �I •... -�.. i OL ST q1�5 3 INV: 423.19' 4 90 F a U . 41Lo ,o r z' s LLJ�, 8X6 TEE „ t ;.. 2. 3 EE �/ �. 1 1... 2 O \ U 3 / Z 1. i O ZI S to Q_ .. p ll�i -a J 8» 10 XV REDt �(. -,e: r i ° ❑ 0 Q I ! jl l J � W F Q F-- � o Ilk NV: 423.5 t « t? 3 2 3 7 ry no rtcuVLr_M y y 1'y" ST 422.32' � � � - -•'4 �i� � ,�: � • . , - . ,� ..____, r INV.• _ l Q ] -bt 4 4 - + , t I,; ;° IKE LANE' m c� 07 r v SIGNI 5(�}V INV: 42272 I _ . 1 FFIcEBLIT TNG 4 __ �...�?, % �, 2 45 I f +� _ Q j t > S, 4 _ = FFE�429�.-5.0 I 1 INV.* 42.00 Li V. : l IN• 423.33 ° J ! 1 a p a79, Y" n.lal t / ST W A 0 RIM:424.83 ¢ j: a) -' _.. ^ cp F E- �- � CL � 12 • i i i t �N11'" JUT JUT _. __ - _.._ .... ��_ JUT JUT JUT JUT - 1 �i rz i JUT JUT JUT T --- o --� y 2 _ �• -- n _ —�J . 3y tic, ct rn INV: 423.25' . �� .�,� ,. I � 2 � � G t i 15 190 � i MIN. SLOPE - E - I J 6 S U � t o � � _ ,� �....�, -.�-.� .,� �• m RIM: 424.10' ' 3 N 1 — i INV OUT: 422.40 h �'• � VERTICAL �r- DATE JAN. 18 2008 �rco tx> I E _ •- I - ' ,.:. _� , .. - �., e i SCALE ASSHOWN �• 1 V. 424.. & I I i r i O n r' c !' , 1,0:1 < i I 50 RIPA IA r SETBACK JSA � � DRAWN s bac se - _.;...: : I . BY ,,, „ � , 1�M- tbpbk setback--- ,vat ack� setbocl setback -F-- satboc sptbacA s>Itback—:— setbpt' seJboc se setb c s ac etback s@ a . se --c- setback 9 t aC ?• G .,,�rJ �� ,. 9 s _ ac se a setba .. •,$•e• °�. s back ''. } -, -,° @ k—>S setback sa�bock - '. etb setba k setbo''• '- satboc �-�----15�—" � , T S'� ST4 ST ST �T ST--�-ST° 5T ST ST ST ST ST T S��-ST ST $T STS--•ST--�-�ST ST y _.._. _ _ �—� - -r� -- -- -- —4 ---t-------:------------- ------------ -- - #------ -- - t _ I DESIGNER DG/JSA r-- -- _---- -------- E INV. 422.27'—MATCH - - ..w .f r INV 424.47, r 6 — ---—------ ` -------...-« .->t-� u., INV.- 426.44' Uy �E)_BIKE LANE `INV. 422.61' - _ 3 TWYE .400 4 - f = , _ ��,-_ i.,r'"" c` CHECKED DG J U, END SIGN T'L ❑ ❑ PRIVATE ROAD BY PROJECT V✓ -- w- I�_.,.,_:;::: w ?. „_ - }y .:_. _ 1 -:_.: `r,i--- J-- V---... k - --. �. _--T. - - v vr. W w v �� w w _ .. W w—_ -- w- w - W -- __.:. — —--- - w --- _ _ __ - . - 06-183 yv co w ,Y v4 .. LN w W w Y w W ✓v -- - - .W - - W W W W --- -- — �' — -- — - .—. — ,._: ^_ ._ n3—= -M _ 1? -- wp -- W-- w -- t --- yr ars'.__.__-` w- --- w .,w-- w-- - w- — - - - - -- --- w� �� v w _ � -- m NUMBER W-- - w__ - ; — ;- w --- _ - I w " w w w w w w--- w--- w---- w w— w-- w -+ ! _---------- — - - -- _ .------- — w--- W .- - ' w --`"--- . w -' 12 w _._ . :-: '"- W. yy ._._ w _.- w--- w-- }�, _ �_ w w —. W.�. w _� w w - w W w -- - --- �y�->„ SHEET N0. � �, w w CORPORATE WAY �. o- w _. _-._ --- _ -- , , , . __ I sFr 41 y1 rY . vb,, a ,t r/ _, .._.. y _._�_.-•-• ci': ' . , . ,. ,, ;. !'4 .....'-• W. u 4M1 W---- w fi 4bv1/.._._-- Ww ., >h .1•W-- - � ,----- WW- — ww-_- tr r, wtN-�...� - 1 y. oC 2 € E ��---•--a �� € € -� --€ € FOR S TE REVIEW 1 f - 0 NOT FO CONSTRUCTION OF J� SHEET(S) 17 - - O O t - . O N d . / / CONSTRUCTION lrOES CV 1 /ILL ESTIMATE: EMERGENCY OVERFLOW .. LEGENDSHOWN ON P ANS END OF POND m CUT: 1,000 -CUBIC YARDS BEGI NI NG OF POND EXISTING_ IMPROVEMENTS EXISTING IMPROVEMENTS I CONSTRUCT PAVEMENT SECTION. SEE DETAIL i, SHEET C4. W o FILL: O 8.000 -CUBIC YARDS CONSTRUCT CONCRETE DRIVEWAY SURFACE. SEE DETAIL 2, - - RIGHT OF WAY - - - -- -A - CONTOURS I SHEET C4. STORM PIPE OUTLET OR o . - GUTTER RUNOFF y ------- BOUNDARY 3 CONSTRUCT FLUSH SURFACE AT:ASPHALT/CONCRETE JOINT. O 0 - O - - PROPERTY LINES - .. PROPOSED IMPROVEMENTS 4 CONSTRUCT SIDEWALK. SEE DETAIL 3, SHEET C4. PROVIDE PIGMENTATION W W y W j z o VERIFY COLOR WITH ARCHITECTURAL SHEETS.LJ 0 ---.-esmnt - aamnt - EASEMENT w: _.. _, .._.... _._,. _.:._.,...:. CONTOURS IF INDICATED, .�. y W W a too y y y - O CONSTRUCT VERTICAL CURB. SEE DETAIL 12 SHEET C4. CLASS WASTEWATER ... • .. — — TOP RIP -RAP y y W 6 CONSTRUCT TOP -SET CURB. SEE DETAIL 8, SHEET C4. ODOT TYPE WATER _.._.._.._.._. - TOE o . »Dr CATCH BASIN Z GRAPHIC SCALE �ac5os.x� 7 CONSTRUCT MONOLITHIC SIDEWALK. SEE DETAIL 11, SHEET C4. SWALE BOTTOM o TELEPHONE FINISH GRADES o TC=AC+0.5 30 0 15 30 so izo TOP WIDTH AS SHOWN ON PLANS ? OCONSTRUCT WHEEL STOP (TOP—SET CURB). SEE DETAIL 8, SHEET C4. - - - sr ----- STORM WA TER DRAIN BOTTOM WIDTH AS SHOWN ON PLANS OCONSTRUCT COMMERCIAL DRIVEWAY APRON. SEE CITY OF SPRINGFIELD TOE STANDARD DRAWING 3-24.( IN FEET ) : CHANNEL WIDTH AS 1 itch = 30 tt. SH ON PLA TOP IO CONSTRUCT STORMWATER VEGETATED INFILTRATION POND. SEE DETAIL 1,HEET 0 SEE LANDSCAPES S FOR SHEET C3. CLEARLY MARK THE POND LAYOUT PRIOR TO CONSTRUCTING PLANTI PLAN EXISTING CURB INLET POND. ALLOW ACCESS .ONLY TO .EXCAVATION/GRADING EQUIPMENT REQUIRED �c ---� EXISTING STREET TR T LIGHT TO CONSTRUCT THE POND. CHANNEL: 3:1 SIDE SLOPES. S DETAIL 4 SHEET C4. 11 CONSTRUCT 5TORMWATER:.TREATMENT SWALE. EE -" EXISTING TELEPHONE RISER J. i SLOPE- ::._. ° ..... 3:1 SLOPE OT APPROACHGEOMETRY TO BE DETERMINED UNDER \ \ \ \ \ - . - 12 FUTURE ROUNDABOUT , o EXISTING WATER METER PUBLIC IMPROVEMENT DESIGN PROCESS. TREATMENT AREA DEPTH cd GRADES. AS SHOWN ON PLAN EXISTING VALVE I3 MATCH FUTURE PROPOSED o TYP/CAL C6�OSS SECTION l2 MINIMUM TOP SOIL DEP NATIVE SOIL (NO COMPACTION ALLOWED) EXIS71NG FIRE HYDRANT 14 CONSTRUCT WATER—QUALITY GRASSY TREATMENT SWALE WITHIN VEGETATED - INFILTRATION POND. BOTTOM CHANNEL WIDTH: 2.0 TOP CHANNEL . WIDTH:1 SECTION A - A: VEGETATIVE INFILTRATION BASIN 6.5 SLOPE CHANNEL BOTTOM: 0.0050; CHANNEL SIDE SLOPE: 4:1. SCALE: NONE ' -- ---�+- -- - -- ---- - ----- -- - — �� — --t-�= �. -- -- �-r =�- —�- -. ::% -�•"` - _�•- :.T=..9�-t"-�- �.� _-�- ������ -� �.� ��,, r. -t- -�` Tz� ' .. NDSCA E \ _",, o:�;� } !L NDSCA E / _ ���� \ T P0� fOP OFjBAIWC }` ' A \ .�' ./. ` i `":•, _ - \ .,-.- _ setDoe- a0exk aetbee'- ae ack- k .. L.,. r uola b ns--bi ik rt�--bikdan' bikaan �.� 1 ,� 1 1 r \ . r NDSCA �o v Dena �a q 448, -elan \N � s�3 I' F� /� rG / 1L u u / 1 1 s / { t_ u—�B _ �-. 1rtT T I ...�� _ �uw m a�a �K J CL Q Z Q Q (PARKING AREAS) SECTION: LIGHT A C PAVING SCALE: NONE (DRIVEWAY AREAS) 2 SECTION: HEAVY AC PAVING SCALE: NONE ' PIPE, SEE NOTES • \�\\�\\� cv � _ ,d j\\ j\ "FERNCO" HUBBLESS 24" r \\\ CON N EC OR SQ. GREASE TRAP, WITH HINGED e (PARKING AREAS) SECTION: LIGHT A C PAVING SCALE: NONE (DRIVEWAY AREAS) 2 SECTION: HEAVY AC PAVING SCALE: NONE ' PIPE, SEE NOTES • \�\\�\\� cv � _ ,d j\\ j\ "FERNCO" HUBBLESS 24" r \\\ CON N EC OR SQ. GREASE TRAP, WITH HINGED Date X22208 .,�+ 1414 440 436 432 428 424 420 416 412 Qo N 10 J � O SECTION: VEGA TA TI VE INFILTR TION BASIN2 JAN. 18, 2008 W O DRAWN JSA SCALE: t" _ 10' v , SCALE 1 = 10 V („V (� Z .. � Z 0 w PROJECT c� NUMBER ry ry Q: Q. W at J j CL Q z w c� Q U LLJ 10 J � O SECTION: VEGA TA TI VE INFILTR TION BASIN2 JAN. 18, 2008 SECTION: VEGA TA TI VE INFIL TRA TION BASIN DRAWN JSA SCALE: t" _ 10' v , SCALE 1 = 10 V („V (� Z .. � Z w PROJECT c� NUMBER ry ry Q: Q. fn n 00 0 0 a 0 ch a� 0 o. N Z 'Q (n _ 0 'Z Q ry.. LJ W W c a U O CYC U L 3 i c 3 0 L C cN C a) 0 co 0 Q N O DATE JAN. 18, 2008 SCALE : AS SHOWN DRAWN JSA BY DESIGNER DG/JSA CHECKED DG BY, , PROJECT 06-183 NUMBER CENTERLINE CENTERLINE A CURVE ® CURVE DATA DA TA A A n-7Mn'nn" GRAPHIC SCALE CONSTRUCTION NOTES: co CONSTRUCT STANDARD CONCRETE CURB AND GUTTER. PER CITY OF o SPRINGFIELD DRAWING *3-5. CL C_ V) 420 CONSTRUCT TEMPORARY EXTRUDED CURB WITH 12 INCH OPENINGS. O W CONSTRUCT 6" AC ON 18" THICK 1-1/2"-0" COMPACTED CRUSHED ROCK. FOR 5: z D WET WEATHER CONSTRUCTION AN ADDITIONAL 8" THICK w o 1-1/2"-0" CRUSHED ROCK AND MIRAFI 50OX GEO- TEXTILE FABRIC SHALL BE PLACED. PER DETAIL#I, SHEET C3. w !6 CONSTRUCT TEMPORARY DRIVEWAY OF 4' ASPHALT CONCRETE AND 12" 4821, O OF 1-1/2'-0 BASE ROCK PER ROADWAY SECTION DETAIL SHEET C4. tz Zi�9 F 17 CONSTRUCT TEMPORARY DRIVEWAY APPROACH PER CITY OF SPRINGFIELD o STANDARD DRAWING *3-25. EXCEPT TEMPORARY CONCRETE IS 6' THICK. 0 \ AND NO REBAR. y _ !8 CONSTRUCT DRIVEWAY APPROACH PER CITY OF SPRINGFIELD STANDARD 5+00`� DRAWING *3-25 j CONSTRUCT 4" THICK, 5' WIDE CONCRETE SIDEWALK ON 2" CRUSHED ROCK. PER CITY OF SPRINGFIELD DRAWING *3-12 cc pc N 420 56 CONSTRUCT STANDARD CURB CUT FOR DRIVEWAY APRON. � 81 SAWCUT EXISTING PAVEMENT PER CITY OF SPRINGFIELD STANDARD DRAWING Z *3-7. W 2!O PLUG END OF PIPE AND MARK WITH 2 X 4 WOOD STAKE. Q 220 CONNECT TO 8" SEWER. Z 240 INSTALL 42" MANHOLE PER CITY OF SPRINGFIELD DRAWING *4-I. I-- Q 250 RESTORE GROUND AND PLANTS TO ORIGINAL CONDITION. Q + INSTALL 8" DIA. D-3034 PVC PIPE WITH TRACER WIRE. � Q� 400 CONSTRUCT STANDARD STORM SEWER MANHOLE. PER CITY OF O 0 Q -..1 [.y O SPRINGFIELD DRAWING *4-1. or �- �i 405 CONNECT TO 24" CONCRETE PIPE. Q CONSTRUCT CURB INLET PER CITY OF SPRINGFIELD DRAWING *4-21. O 4 Q Q. Q) O482 INSTALL C-76 CLASS 3 CONCRETE 12" CLOSED JOINT GASKETED CONCRETE�'- STORM DRAIN PIPE. i►-. 483 INSTALL C-76 CLASS 3 CONCRETE 24" CLOSED JOINT GASKETED CONCRETE STORM DRAIN PIPE.ULJ STALL C-76 CLASS 3 CONCRETE 18" CLOSED JOINT GASKETED CONCRETE F-- (J') 'j ORM DRAIN PIPE. Z a. Lij CLU � Vim? o 0 � t O_ Z co r- _ z ow� d 4- 0 w w o� U co b .r.� 0 p 04 s� W -O n q H U 44w 0 0 � ch�� va DATE FEB. 4, 2008 SCALE 1 "= 20' DRAWN WJR BY DESIGNER DB CHECKED DB BY PROJECT 06-18.3C NUMBER SHEET NO. FOR SITE REYIEIFP ONLY NOT FOR CONSTRUCTION of SHEET(S) Date Received: Planner: =� WA•l• gg� J v Fes/ " ►. �r,�'�t ,fir ��1:��0; A -A s=ip/r A f �4,oa Air QM IK -2-4 to g jo I'R.wuoeeoe Mr. TME1 iH 'W 0 m / • �o70 W �w r �'�Ooeaea'i rMIA law ■•annk owe moo - rj OOONaOeO /Ir 7~ r - VI alp OR SITE REVIEW p J ONLY OT FOR CONSTRUCTION Ono ANnSCAPE 7� PLS d T W V!w !9 SAWOM haw AP -0-9m 0 CL DAA' RPnsa 0 1 0 4 � :71 n � p J Ono 7� E > W �T3 c3 N co 0 CL DAA' RPnsa 0 1 0 4 � :71 n PLANT 3GHMOULE - GENERAL KEY TY.1 BOTANICAL NAME COMMON NAME 1 r_1 ICl ttmG MIN.5IZE COMMENT5 TREES 24" o.a. Arctosta h los uva-ursi 2" cal. ACRO - Acer rubrum 'October 610 October bio Maple 2" cal. ss, 545, matching, full, limbed to 5' GBF - Gar inus betula 'Fasts lata' (street tree form) Columnar Hornbeam Matching, full, B45 1.5" cal. CUL - X Cu ressoc aril 'Le landil' Leland) Cypress 2" cal. matching, full, BOB FRAJ Fraxinus americana 'Jun 1n er' Autumn Purple Ash Matching, full, BBB 2" cal. NY5 - N ssa s Ivatica Black Tupelo 2" cal. single stem, BBB, matching, full PSM - Pseudotsuga menziesll Douglas Fir single stem, 545, matching, full Matching, 1lmbed_up to approx. 6 ft. gal. PRS Prunus sargentil Sear ents Cherry Rubus 1 PYLA - rus calie ana 'Aristocrat' Ornamental Pear matching, full David Viburnum PYG - ibyrus calleryana 'Chanticleer' Chanticleer Pear gal. matching, full zSV6 - Zelkova serrata vlllage_6reen' villa a 6reen Zeli,ova 1 r_1 ICl ttmG MIN.5IZE COMMENT5 AU 24" o.a. Arctosta h los uva-ursi 2" cal. matching, limbed up to approx. b ft. 2" cal. ss, 545, matching, full, limbed to 5' �i Matching, full, B45 1.5" cal. Matchln , full, 545 2" cal. matching, full, BOB 10' ht. Matching, full, BBB 2" cal. p7 P 2" cal. single stem, BBB, matching, full i single stem, 545, matching, full Matching, 1lmbed_up to approx. 6 ft. gal. iar e Rubus 1 gal. matching, full David Viburnum u gal. matching, full 1 5 gal. matchin , full RON - Rosa nutkana Nootka Rose 3 gal. matching, full 5R - 1 r_1 ICl ttmG MIN.5IZE COMMENT5 AU 24" o.a. Arctosta h los uva-ursi 2" cal. matching, limbed up to approx. b ft. 2" cal. ss, 545, matching, full, limbed to 5' 8' ht. Matching, full, B45 1.5" cal. Matchln , full, 545 2" cal. matching, full, BOB 10' ht. Matching, full, BBB 2" cal. single stem, 545, matchin , full 2" cal. single stem, BBB, matching, full 2" cal, 2" cal. single stem, 545, matching, full Matching, 1lmbed_up to approx. 6 ft. GROUNDCOVER5 AND PERENNIALS AS - Astilbe 'Bridal Veli' AU 24" o.a. Arctosta h los uva-ursi C05K - Cornus sericea 'Kelse I' LAM - Lavendula an ustlfolia 'Munstead' NADL - Nandina domestica 'Lemon Hili' NADF NAM - Nandina domestica 'Fire Power' - Narcissus 'Mt. Hood' RUG 12" o.c. Rubus cal cinoides viv - Viburnum davidii 1 TREE IN PLANT 6ED 1 TREE IN LAY'rN l TYPICAL TREE PLANTING GUY WIRE Bridal Veil Astilbe Kinniicinnick 1 1 gal. gal. matching, full matchin , full Dwarf Redtu)lg Do wood 2 gal. matching, full Dwarf English Lavender 1 gal. matchin , full Lemon Hill Nandina 2 gal. Matching, full Fire Power Nandina 2 gal. matchin , full Mount Hood Daffodil 1 gal. iar e Rubus 1 gal. matching, full David Viburnum 5 gal. matching, full STAKES A5 5F`m(;:' FIED - EVENLY 5PACED (2) EACH ORNAt iENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPEC �=1ED (2" CLEAR AT TRUNK) MULCH RIN6 V'vT 5PADED EDGE AT LAWN5 (51zE AS 5PEGIFIED) PLANTIN6 50L 5UB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK NORTH :IDE OF TREE AT NURSERY. ROTATE TREE TO FACE MARK NORTH WHEN PLANTIN6. WATER PROOF CONNECTION 30 -INCH LINEAR LEN6TH OF WIRE, COI LED ID TA6 - RAIN BIRD VID 5ERIE5 VALVE BOX WITH LOCKING COVER: 12 -INCH 51zE, BROWN LIDS IN PLANT BEDS, GREEN LID5 AT L44AN5 FIN15H 6RAIDE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD PED -PRS -D 3" PVC 5CH 80 NIPPLE -NIBCO T-113 GATE VALVE -PVC 5GH 50 ELL -PVC 5CH 80 NIPPLE (LEN6TH AS REQUIRED) .PVC 5CH 80 TEE OR ELL PVC MAINLINE PIPE APPROVED FILTER FABRIC, AT ALL OPENIN69 OR HOLES INVERTED VALVE BOX SUMP WITH LID POG LATERAL PIPE AN6LE TO SPECIFIED DEPTH SAND BASE AUTOMATIC CONTROL VALVE SECTION 1;' = 11-011 SCALE: 1/2" NOTE: THI5 DETAIL 15 TYPICAL WHERE LAWN MEET5 PLANT BEDS, AND PLANT sCoHEDUL.E - STORMWATER AREA5 KEY QTY. BOTANICAL NAME COMMON NAME MIN. 51ZE GOMMENT5 11"CCc� ACC - Acer circinatum vine Maple b' ht. multi -stem, 545 ALR - Alnus rubra Red Aider 2" cal. matching, CONU - cornus nuttallil Pacific Do wod 5' ht. single stem, 545, matching, full FRLA - Fraxinus latifoila Oregon Ash 1.5" cal. Matching, full, 54B 5AHO - Salix hookerlana Coast Wlilow 6' ht. matching, Full 5A5G - 5alfx st;ouleriana 5couler's Willow 4' ht. matchin, Full .0111 MVV✓ COS - Cornus sericea Red -Osier Dogwood 3 al. matchin ,full MAA - Mahonla au ulfollum Oregon brae 5 gal, matching, full MG M rice californlca Pacific Wax M rile 3 al. Matching, full PHL - Phlladel hus lewisli Mock Orange 36" ht. full PH(:, - Ph aocar us ca status Pacific Nine Bark 3 gal Matching, full toOM- Pol stichum munitum Sword Fern 3 gal matching, full RI5 - Ribes san ulneum Red flowering Current 5 gal. matchin , full RON - Rosa nutkana Nootka Rose 3 gal. matching, full 5R - Sambucus racemosa Red Elderlberrw 4' ht. Matching, full 510D - 5 lrses dou lasii Westerns iraes 3 gal. matching, full 5YA - m horicar s albus .5nowberN 3' ht. Matching, full v t+� AGGCG A 1r*1 C7r-CPr-klAlibl 4 GAD Carex densa Dense Sedge 4" pot matching, full CAO - Carex obnu to Slough Sedge 4" 20.011 matching, full DC - pesrhampslaaespItosa Tufted Hair 6rass 4" i=t 10,4" matchin ,full IT - Iris tenax Pacific Iris 4" pot matching, full JUE - Juncus effusus Soft Rush 411 pot matahlng, full *Plants for 5tormwater Areas will primarily be selected from this list. NOTE MARK THE NORTH 5117E OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE 51TE WHEN EVER POSSIBLE. TREE PLANTING AT PARKING AREAS SECTION ADJACENT L.AVdN SPADED ED6E (GUT GLEAN ANGLE TO LOCK MULCH IN PLACE AT LAWN5) 3" MULCH TAPERS TO 2" AT LAWNS PLANTIN6 501L (5EE 5PECIFIGATION5 FOR DEPTH) PLANT BIED E76E AT L.AWN5 5ECTION SCALE: 1/4" = 11-0" GUY WIRE STAKES A5 SPECIFIED - EVENLY 5PACED (2) EACH ORNAMENTAL./GONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTIN6 SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) 5CAL.E: 1/2" = 1'-0" IRRIGATION 3Y:�TEM PesaRIPTION 1. IRRIGATION P15TRIBUTION COVERAGE TO BE HEAD TO HEAD. 2. SEPARATE ZONES WILL BE PROVIDED FOR LAWN, 5HRU5 AND 5TORMWATER INFILTRATION AREA5. 3. SEPARATE ZONE5 WILL BE PROVIDED FOR NE AND 5W EXPO5URE5. 4. COVERAGE AT PiPING WILL BE 15" MIN. AT MAIN LINE5 AND 15" AT LATERAL LINE5. 5. INVERTED VALVE BOX SUMP WILL BE PROVIDED UNDER EACH AUTOMATIC CONTROL VALVE, VALVE BOX HOLES TO BE LINED WITH FILTER FABRIC. 6. 5" SAND BEDDING WILL BE PROVIDED BELOW ALL PIPE5. -7. 150LATION GATE VALVE WILL BE PROVIDED BEFORE EACH AUTOMATIC CONTROL VALVE. (NIBCO T-115 OR APPROVED) 8. MANUAL, BRONZE DRAIN VALVES WILL BE PROVIDED AT MAIN LINE LOW POINT5. 9. SPRINKLER MODELS TO BE: RAIN BIRD 1506 HEAD5 OR NETAFIM DRIPLINE TUBING iN 5HRUB AREA5 AND RAIN BIRD 1804 HEAD5 IN LAWN AREA5. 10. AUTOMATIC CONTROLLER TO BE RAIN BIRD E5P-MG. 11. AUTOMATIC CONTROL VALVE5 TO BE RAIN BIRD PEB OR DVX 5F -RIP -5. 12. VALVE BOXE5 TO Be ACCE55 (AMETEK) WITH GREEN LIDS AT LAWN5 AND BROWN LIDS AT PLANT BEDS. 15. MAIN LINE PIPING TO BE 5CHEDULE 40 PVC. 14. LATERAL LINE PIPING TO BE CLA55 200 PVC. 15. 5LEEVE5 TO PE 5CHEDU1rE 40 PVC. (611 DIAMETER) 16. MINIMUM PIPE 51ZE TO BE 5/4i1. • • • ADJACENT BUILDIN6 OR EDGE OF PLANT BED z 3 • 5PAGIN6 "D" RDW "A" 5PAGIN6 "D" ROW "A" 3" O.G. 2.6" 18" O.G. 15.61, 6" O.G. 5.21' 24" O.G. 20.011 q" O.G. "i.V 30" O.G. 26.0" 12" D.G. 10,4" 36" O.G. 30.0" 15" O.G. 13.0" 48" O.G. 41.5" GROUNDCOVER SPACING DIAGRAM • • SECTION N.T.5. GENERAL LAND SGAPING NOTES 1. 5TORIN6 OF HAZARDOU5 MATERIAL -5 ON-51TE 15 PROHIBITED DUE TO POSSIBLE GROUNDWATER CONTAMINATION. 2. CONTRACTOR TO NOTIFY LAND5GAPE ARCHITECT 45 HOUR5 PRIOR TO THE FOLLOWING IN5PECTION5 - 5EE 5PECIFICATION5: - PLANT BED AND LAWN 5U5 5A5E / EXCAVATION - FIN15HED GRADING AT LAWN5 AND PLANT 5ED5 - PLANT MATERIAL ON-51TE IN51FECTION - PLANT MATERIAL LAYOUT REVIEW 4. 5EE GRADING PLAN FOR ADDITIONAL 501L LEVEL INFORMATION. 5. 5EE 5PECIFICATION5 FOR PLANTING, IRRIGATION AND 501L PREPARATION REOU IREMENT5. 6. PLANT L15T QUANTITIES ARE FORCONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES ON PLAN. FOR SITE REVIEW ONLY NOT FOR CONSTRUCTION LANDSCAPE DETAILS AND SCHEDULES DWG NO. L2 DLA IAC. COPYRIGHT 2008 Ittttt� CD •� E cl C E > Cc ��w •,� �/� V ♦ ,cam • o cd cz O Itrrrrr U DATE: 15 JAN 05 REVISONS: DWG NO. L2 DLA IAC. COPYRIGHT 2008 J' ' THIS PRINT IS THE PROPERTY OF BUILDER'S ELECTRIC, INC., FOR THE - USE OF THEIR EMPLOYEES FOR CONTR UCTION OF THIS PROJECT. ANY USE BY OTHERS IS NOT ALLOWED. COPYRIGHT 2007-2008 J' ' C P R I V A T E' D R I .V. E 0.2 0.2 Q z 0.4 0. + +0.5.: +0.5 10.6. +1.2 '1.4 ` +1.7 +2.1 +2 O + +0.6 *0.70.8 + +1.4 +1.6 +1.9 +1 0.3 +0.6 f- +1.0 +2. + +0.8 . +0.9 4 Q + . +1.7 *2.1 +2.0 +2 Q + +0.9 +1.2 +2.0 +2.8 4 +� Z ' + +0.8 +1.3 11.7 t5 +1.8 . +2.2 + W I + +0.5 +0.91.2 +1.5 2. +1.7 +1 +1.3 Z +0.5 +0.9 +1.1 + .3 +3.2 ..+2.7 : +1 +0.2 + +0. + 0. +0.3 +1.1 +2. + .2 2.6 +? 1 0. 'POLE I� 1 } fl 1 +n + +n I + +07 +0 6 + I C P R I V A T E' D R I .V. E 0.2 0.2 0.4 0.4 0. 1 1 .7 .4 0.4 0.4 0.5 0.8 1. PlILE # 0.3 +0.6 +0.9 +1.0 +2. +3. +3 +'.8 10 1.0 +1.1 +1.2 +1.6 +2. + THIS PRINT IS THE PROPERTY OF BUILDER'S ELECTRIC, INC., FOR THE USE OF THEIR EMPLOYEES FOR CONTRUCTION OF THIS PROJECT. ANY USE BY OTHERS IS NOT ALLOWED. COPYRIGHT 2007-2008 SCALE: 1/32 "_ 1.'0" THIS PRINT IS THE PROPERTY OF BUILDER'S ELECTRIC, INC., FOR THE USE OF THEIR EMPLOYEES FOR CONTRUCTION OF THIS PROJECT. ANY USE BY OTHERS IS NOT ALLOWED. COPYRIGHT 2007-2008