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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/27/2009T VICINITY MAP k.,G1-0 Scale: NA NORTH SITE RELIEF NURSERY SITE PLAN REVIEW SPRINGFIELD, OR DESIGN TEAM OWNER ARCHITECT CIVIL ENGINEER ELECTRICAL CONTRACTOR RELIEF NURSERY ROWELL BROKAW ARCHITECTS, PC BRANCH ENGINEERING BUILDER'S ELECTRIC 870 S. 4nd STREET ONE EAST BROADWAY ST., SUITE 300 310 5th STREET 195 MADISON STREET SPRINGFIELD, OR EUGENE, OR 97401 SPRINGFILED, OR 97477 EUGENE, OR 97402 PHONE: (541) 343-9706 PHONE: (541) 485-1003 PHONE: (541) 746-0637 PHONE: (541) 485-0922 FAX: (541) 485-7344 FAX: (541) 746-0389 FAX: (541) 485-4055 CONTACT: IRENE ALTUCKER, ED CONTACT: LORRI NELSON, AIA, ASSOC. ASLA CONTACT: LANE BRANCH, P.E. CONTACT: STEVE LEUCK SHARRI DA SILVA, ED of Programs DRAWING INDEX G1.0 COVER SHEET A1.1 SITE PLAN A2.2 FLOOR PLAN A3.1 ELEVATIONS 1-1.1 LANDSCAPE PLAN 1-1.2 PLANT LIST C-1 SITE ASSESSMENT - SURVEY C-2 SITE UTILITIES C-3 GRADING, PAVING & STORMWATER MANAGEMENT E-1 SITE ELECTRICAL o o 9 -ow a `7 Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.roweilbrokaw.COm PROJECT: RELIEF NURSERY CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.10.14 - SITE PLAN REVIEW PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 -Site Review - Cover.dwg DATE: 10.14.2009 COVER SHEET M L 201-0" 10' -0" BLDG 5 1-0" 40 1-011 c Cl) PARKING ACCESS EASEMENT SETBACK (9 m El j3 _j w i SETBACK EASEMENT in CO) LO S00 °03'00 "IN 357.04 PROPERTY LINE -484, - o o PARKING SETBACK LINE - - --------------- ------ ------ ---- -------- ---------- T__1 _---------------- ------ — --- ------------ - - - - -- BUILDING ------------ nH1 MKr Q=TnAfC LINE --------- 482 4-N 0 48 IN 101-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — -- EXISTING "POTENTIAL FUTURE . ...... . . ...... . 4 17— 121 BIKE PATH 0 12'-Or, EXPANSION -121 6'-o- 10'-8" X 11-4" .. ........ <= -0" _qfto TRASH RECYCLE FIRE ACCESS 91.00 -on q, 0" 300' MAX LENGTH �::Bus Bus Bus FIRE TRUCK 285ACTUAL LENGTH ACCESS WHEEL r 3 O f N) 1 ON STOP -1 .1C k QD IN: 7-t 0 Van 4, (4) BIKE RAC < i r 1 -COVERED i i Mfr 'a C q 7, 'TODDLER �R I _1 PLAYGROUND- C r on II 24 I .11q, .. ...... .. if C —204-0 'IRE TRUCK 7 F GETABLE —J DE AC�ESS GAR, 4 ... ... ...... .N_ C BEDS ............. .......... .. ............ . ..... . ............. 0 J . .......... LO is . . ..... . ­1 1/1 IT 3�J ... ... 0 ... ..... ............................. ...... . f IN DIRECTION • 0 N, -I-E-N A I ir-i n/ k : � � I f \. � ■✓/ I �t . mw -T m 6'-0" FENCE 1 SPACE 1350 SF GROSS FLOOR AREA 21 SPACES . . . . . . . . . . . . . 11 SPACES DIRECTION OF TRAVEL @ PARKING 1 DRIVE OFFICES (7,704 SF) I q_ Q003 w COMPACT PARKING SPACE 1 SPACE 1300 SF GROSS FLOOR AREA 26 SPACES DROP -OFF PARKING SPACE U U mu 4 34 < TOTAL PARKING SPACES = 58 SPACES 58 SPACES EXISTING STREET TREE IN- 3 ADA SPACES 4, 17 COMPACT SPACES EXIS"'I"ING STREET TREE — TO BE REMOVED BICYCLE PARKING REQUIRED PROVIDED tf a a PROPOSED TREE — SEE LANDSCAPE PLAN ttbj All �8,9_5 _'-00 so W E 5.00 EXISTING EDGE OF BIKE PATH 421-9" 991-010 18' -0" 51-00 PROPOSED EDGE OF BIKE PATH :6" 7'-0' 51-0" S. 42nd STREET SITE PLAN Scale: 1"-20'-0" NORTH 20' 0 101 20' 40, sm CHILD CARE CENTER (7,217 SF) 6'-0" FENCE 1 SPACE 1350 SF GROSS FLOOR AREA 21 SPACES GATE@ FENCE 1 DROP-OFF SPACE / 700 SF GROSS FLOOR AREA = 11 SPACES DIRECTION OF TRAVEL @ PARKING 1 DRIVE OFFICES (7,704 SF) C COMPACT PARKING SPACE 1 SPACE 1300 SF GROSS FLOOR AREA 26 SPACES DROP -OFF PARKING SPACE MAXIMUM NUMBER OF COMPACT SPACES = 30% PARKING LOT LIGHT FIXTURE TOTAL PARKING SPACES = 58 SPACES 58 SPACES EXISTING STREET TREE IN- 3 ADA SPACES 17 COMPACT SPACES EXIS"'I"ING STREET TREE — TO BE REMOVED BICYCLE PARKING REQUIRED PROVIDED tf PROPOSED TREE — SEE LANDSCAPE PLAN CHILD CARE CENTER (7,217 SF) 1 SPACE 1350 SF GROSS FLOOR AREA 21 SPACES 1 DROP-OFF SPACE / 700 SF GROSS FLOOR AREA = 11 SPACES OFFICES (7,704 SF) 1 SPACE 1300 SF GROSS FLOOR AREA 26 SPACES MAXIMUM NUMBER OF COMPACT SPACES = 30% TOTAL PARKING SPACES = 58 SPACES 58 SPACES 27 STANDARD SPACES 3 ADA SPACES 17 COMPACT SPACES 11 DROP-OFF SPACES BICYCLE PARKING REQUIRED PROVIDED DAY CARE CENTER (7,217 SF) — 19 EMPLOYEES 1 PER 10 EMPLOYEES = 2 (100% LONG TERM) OFFICES (7,704 SF) 1 PER EACH 3,000 SF OF FLOOR AREA = 3 (25% LONG TERM) TOTAL BIKE PARKING REQUIRED = 2 SHORT TERM 4 SHORT TERM 3 LONG TERM 4 LONG TERM IMPER"v" 10 U S SUIRACES SITE AREA 101,387 SF SITE AREA INCLUDES (2) EASEMENTS BUILDING FOOTPRINT 14,921 SF 14.7% SIDEWALKS & PATIOS 6,955 SF 6.9% EXISTING BIKE PATH 2,545 SF 2.5% DRIVES & PARKING 31,998 SF 31.5 %i A PRF--�,l I IPMI I RECD 55.6% TOTAL OCT 2, 7 Z009 Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485•1003 Fax (541) 485-7344 www.rowellbrokaw.cDm PROJECT: CLIENT. Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.10.14 - SITE PLAN REVIEW STAMP: D 400 ;0;00 HN Sk ROWELL EUGENEs OREGON OF 40 PROJECT #: 804 DRAWN BY: l.a.n. CHECKED BY: JR FILE NAME: 804-Site Base.dwg DATE: 10.14.2009 DRAWING: SITE PLAN A3.1 4 -CIV V_ LO 80 12 -CIV 0 CAD c\1 cv 2 A4.2 N v- I 3O,_O,, 4B 8'_ Ot, c L§1 / / 5 A3,1 1 FLOOR PLAN 1/811 = 1 f —off 17#_ lit 8'-11,, smti 4 191- 6112,, 24 20S - m / *3\ \11A4.1 0 W.0 — .......... . . . . . . . . . . 4 c\j 19 1_1 __ 2 A4.2 N v- I 3O,_O,, 4B 8'_ Ot, c L§1 / / 5 A3,1 1 FLOOR PLAN 1/811 = 1 f —off 17#_ lit 8'-11,, smti 4 191- 6112,, 24 20S - m / *3\ \11A4.1 cy) 0 V_ CV 'r— c") CQ #i �i 0 K, �i E0 181-011 1 181-011 5' -4" ® o ® 0 _ 0 395 2 828 O C> co ,It C> co p T.O. SLAB iW1111111 1 of = 501-011 Rowell Brokaw X-r hitects Rowell Brokaw Ambiteds, PC. One East Stoodway, Suite 300 Eugene, Otegon 97401 Voke, (541),485-1003 Fax (5411 485�7344 www.rowellbrokaw.com PROJECT RELIEF NURSERY PROJECT LOCATION S. 42ND ST. SPRINGFIELD OR 00 (0 r5 US S. 0 W.0 — .......... . . . . . . . . . . � o ........... ....... .. .......... , m ID ........... . ............. 'M . . . . . . .... O ..... ........ ..... .......... ..... ......... . ......... ..... .... .. . ... ............... 16' -0" I 5'- 51/2 ", 1 12' -61/2" cy) 0 V_ CV 'r— c") CQ #i �i 0 K, �i E0 181-011 1 181-011 5' -4" ® o ® 0 _ 0 395 2 828 O C> co ,It C> co p T.O. SLAB iW1111111 1 of = 501-011 Rowell Brokaw X-r hitects Rowell Brokaw Ambiteds, PC. One East Stoodway, Suite 300 Eugene, Otegon 97401 Voke, (541),485-1003 Fax (5411 485�7344 www.rowellbrokaw.com PROJECT RELIEF NURSERY PROJECT LOCATION S. 42ND ST. SPRINGFIELD OR 00 (0 r5 US S. W.0 — .......... . . . . . . . . . . ........... ....... .. .......... , m ID ........... . ............. 'M . . . . . . .... O ..... ........ ..... .......... ..... ......... . ......... ..... .... .. . ... ............... 16' -0" I 5'- 51/2 ", 1 12' -61/2" \A4.17 18'- Oil 5'-0't 131-011 F 7 --0 -C 10 T_ r2k", tA, NORTH ELEVATION @ NORTH WING 1/811 = 1 1-011 D /6 E F A4 G r3ks'-� A4.2 or NALL TYP. 498' T.O. SLAB T88'- 0" 2 A4.2 O. TOWER WALL 511'- 6" kLL CONF. ROOM 499'- 0" T.O. WALL TYP. 498'- 3" T.O. SLAB 488'- 0" T.O. WALL TY 498'- 'I] 1/811 = 1 1-011 6 ............ ................. - .... ........ ............ ................. ....... ........... - ...................... ... ....... . ............ T.O. WALL CONF. ROOM ............ ....... ........... ......... I.U. Wpi ............ ....... . .... .... ..... ....... ............... 498'- 3 .......... ................... . ■ El ... .......... ............. .......... . ........ ... ...... ...... ....................... .. .. .... ..... .. ... - . ................. . . ... ... .............. . ......... ...... ......... ...... ...... ............. -- ....... ............................... ............................... ......... ...... I ........ ........ ...... ..... . -- ........ ........... - ............ ........... ........ ----- - - T.O. SLAB SOUTH O SUTH ELEVATION C@ EAST WING ............. .............. ........ -...: .......... ................ ........ . ...... ... - ......... ............ ............. ........... .... ... .............. T c SOUTH ELEVATION @ SOUTH WING 1 /811 = 1 1-011 WEST ELEVATION 9 WEST WING 1/811 = 11 -01} T.O. WALL TYP. 498'- 3" T.O. SL&9—$[� 488'- 0" 1 /811 = 1 1-011 T.O. WALL TYP. 498'- 3" T.O. SLAB " 488'- 0L-5;I or,T 11 2, 7 2009 'T'It nowell'Brokaw Rowell. Brokaw Architeas, RL One East gtoadwayj Suite 300 Eugene, Otegoo 97401 Voke, (541) 485-1003 Fax MI) 485-7344 wwwrowelibrokaw-cum. PROJECT RELIEF NURSERY PROJECT LOCATION S. 42ND ST. SPRINGFIELD OR CLIENT RELIEF NURSERY REVISIONS DATE I DESCRIPTION STAMP PROJECT #: 804 DRAWN BY: PK CHECKED BY: PK DATE: 10.14.2009 RELIEF NURSERY DRAWING ELEVATIONS F'O , L �C� S00 °03'00 "W 357.04 L0 (S CN L0 '1�1 LAJ ;00 °03'00 "W 12.06 5.00 ... ................ .... ................ .... ................ .... ................ .... ................ ... ................ .... ................ ... ................ .... ................ ... ................ ... ................ ... ................ .... ................ .... ................ ... ................ .... ................ .... ................ .... ................ ... ................ ... ................ .... ................ .... ........ I ....... .... ................ .... ................ .... ................ .... ................ .... ............. ................ .... ................ .... ................ .... ................ .... ................ ... ................ .... ................ .... ................ ... ................ .... ................ ... ................ .... ................ ... ................ ... ................ .... ................ .... .............. S. 42nd SMEET P.M F V1,Z4 1 ow 4M am am MWOMONOW am 0� ow An— LANDSCAPE PLAN Scale: 1 11-20'-0" 01 NORTH 20' 0 10, 20' 40, LEGEND --LANDSCAPE AREAS REQUIRED SCREENING CONTINUOUS EVERGREEN HEDGE - 6 FT IN HT. WITHIN 4 YEARS REQUIRED PARKING LOT PLANTING - 2.5 FT MAX HT 1 CANOPY TREE (2" CALIPER) & 4 SHRUBS (5 GAL. MIN.) / 1,OOOSF .................. STORMWATER PLANTING - REQUIRED FOR ENGINEERING .................. 1 CANOPY TREE (2 CALIPER) & 4 SHRUBS (5 GAL. MIN.) 1,OOOSF - AT PARKING LOT SWALES REQUIRED PLANTING - MINIMUM - LAWN • EXISTING STREET TREE EXISTING STREET TREE - TO BE REMOVED C 0 PROPOSED TREE - LOCATIONS ARE SCHEMATIC - FINAL TREE LOCATION WILL BE SUBMITTED WITH BUILDING PERMIT IRRIGATION • All plantings are irrigated. • Provide installation, testing, balancing and programming of all irrigation system materials and components. • Provide minimum 80% head to head coverage, 100% coverage in all planted areas. ■ Provide backflow prevention device that meets City requirements. ■ Do not overspray buildings or pavement. • Conduct pressure test to assure performance compliance before backfilling. ■ Landscape Architect will observe pressure test and installation before backfilling. Make adjustments as directed before proceeding. • After adjustments are made, Landscape Architect will observe system operation. ■ Warrant system at indicated performance level for one full year after Substantial Completion. At no cost to Owner, repair and adjust irrigation system as required to restore proper working order at end of warranty period. Irrigation Contractor is not responsible for vandalism, lack of Owner's maintenance or damage due to extreme weather. ■ Contractor will provide shop drawings to Owner and Landscape Architect. Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 48&1003 Fax (541) 485-7344 www.rowelibmkaw.com CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.10.14 - SITE PLAN REVIEW PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review-Landscape.dwg DATE: 10.14.2009 DRAWING: Landscape Plan NOTES PLANT LIST IS PROVIDED FOR REQUIRED LANDSCAPE AREAS ONLY PLANT LIST IS PRELIMINARY - NOT ALL PLANTS LISTED MAY BE USED AND SOME PLANTS MAY BE ADDED. DETAILED PLANTING PLANS SHALL BE PROVIDED WITH BUILDING PERMITS. NOT ALL TREES PROPOSED FOR THE PARKING AREA ARE ON THE LIST OF ACCEPTABLE STREET TREES. TREES IN THE PARKING AREA NEED TO MEET REQUIREMENTS FOR SHADE TREES AND STORMWATER SWALES. Qty Botanical Name Common Name Size Spacing Notes TREES Acer circinatum Vine Maple 61 Multi trunk Acer macro phyllum B i Leaf Ma le 2" cal. Clear trunk to 5' hei ht Acer saccharum Sugar Maple 2" cal. Clear trunk to 5' height Alnus rubra Red Alder 211 cal. Clear trunk to 5' hei ht Cercidiphyllum japonicum Katsura 211 cal. Clear trunk to 5'height Fraxinus latifolia Oregon Ash 2" cal. Clear trunk to 51 hei ht Plantanus occidentalis'Bloodgood' Blood good London Plane 211 cal. Clear trunk to 5' height Rhamnus purshiana Cascara 1 1/211 cal Thuia plicata Western Red Cedar 81-1 Of Tillia tomentosa "Sterling Sterlin g Silver Lindon 1 1l2" cal. Clear trunk to 5' hei ht SHRUBS Amelanchier alniolia Western Serviceberry I qal. 60 O.C. Cistus ladanifer Crimson Spot Rockrose 1 gal. 6011 O.C. Comus sericea'Flaviramea' Yellowtwig Dogwood 1 gal. 8' o.c. Corpus sericea'lsanti' Isanti Redtwig Dogwood 3 gal. 48" o.c. Carpus sericea'KelseVi' Kelsey Dwarf Redtwig Dogwood 1 gal. 24" O.C. Daphne pontica Pontic Daphne 2 gal 3611 O.C. Myrica californica Pacific Waxleaf MArle 3 gal. 3 8' o.c. Myrica cerifera'Nana' Ln Dwarf Wax Myrtle 1 gal. i If 36 0. C. Philadelphus lewisii Mock Orange ----1 1 gal. 11 48 O.C. Ph ocareus opulifolius'Monlo' Diabolo Ninebark 2 gal. t2 6' o.c. Prunus laurocerasus 'Mt Vernon' Mt Vernon English Laurel 2 gal. 36" O.C. Prunus laurocerasus 'Otto Luyken' Otto Luyken Laurel gal. 3611 0. C. Ribes sanquineum I Rej FIgmering CLrraqt 1 11 gpl. 1 1 81 o.q. I I I I I I Rosa rygosa 4 r-t I j L�qse I I 1 ------ L::� *1. L 30'1 0- Salix hookeriana Hookers Willow 2 gal. 8' o.c. Salix scouleriana Scoulers Willow 2 gal* 8' O.C. Spiraea x'Goldmound' Goldmound Spiraea 2 al. 3611 O.C. Viburnum daVidii David Viburnum 3 gal. 3611 O.C. Vaccinium coWbosum'Blueray B lueray Blueberry 3 gal. 6011 O.C. Vaccinium corymbosum'Bluetta' Bluefta Blueberry 3 gal. 4811 O.C. Vaccinium ovatum Ever reen Huckleberry 3 al. 6O" o.c. 4' height GRASSES Calamagrostis x'Karl Foerstee Feather Reed Grass 1 gal. 32" o.c. Carex buchananii Leather Leaf Sedge 1 gal. 24" o.c. Carex buchananii f. viridis'Green Twist Green Twist Sedge 1 gal. 2411 O.C. Carex tumulicola Berkeley Sedge 4" 16" O.C. Deschampsia cespitosa Tufted Hair Grass 411 18" O.C. Juncus effusus Common Rush 419 18" O.C. Pennisetum alopecuro ides 'Ham e III Hameln Fountain Grass 1 gal. 3211 O.C. Sisyrinchium bellim Blue-Eyed Grass 1 gal. 9" O.C. PERENNIALS Achillea m illefolium 'Walter Funcke' Walter Funcke Yarrow 1 gal. 18" O.C. Anemome japonicaHonorine Jobert' White Japanese Anemone 1 gal. 18" O.C. Echinacea purp urea 'Coconut Lime' Coconut Lime Coneflower gal. 1811 O.C. Eupatorium purpureumAtropurpureum' Joe P Weed -1 1 gal. 3611 O.C. Iris tenax Oregon Vis 1 gal. 18" O.C. Lupinus micranthus Small Flowered Lupine 411 of 1811 O.C. Perovskia atriplicifolia Russian Sage 1 gal: 36" O.C. Perovskia atriplicifoliaLiftle Spire' Dwarf Russian ,Sage 1 gal. 2411 O.C. Rudbeckia fulgida J3lack eql supan, 1 ga 1. 18," o. Sedum 'Autumn Joy I �*m6 Jo S4du 1 gal. 1 1811 0. GROUND COVERS Arctostaphyllos uva-ursi Kinnickinnick I gal. 18" O.C. FERNS AdiantLm edatum Maidenhair Fem 1 gal. 1211 O.C. Dryopteris wallichiana Wood Fern 1 gal. 2411 O.C. Polystichum munitum Sword Fern 1 qal. 36" O.C. BULBS Camassia quamash Camas 1 gal Narcissus'Poeticus' Poeticus Daffodil Tulipa Tulip IDN R, F: 1-MMIFT-11"AL RECD OCT 1f 7 2009 Rowell Brokaw Architects Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 www.rowelibmkaw.com PROJECT: RELIEF ln%f NURSER I CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR CONSTRUCTION REVISIONS ISSUED: 2009.08.14 - SCHEMATIC DESIGN 2009.10.14 - SITE PLAN REVIEW PROJECT #: 804 DRAWN BY: I.a.n. CHECKED BY: JR FILE NAME: 804 Site Review-Landscape.dwg DATE: 10.14.2009 DRAWING: PLANT LIST !lz Lai (E) WW— �7,`i»i7. .. 24" FL 01fr{ 8f.20 IB' FL - 481. 62 18'FL AM-481.492 �C LOT 1 400 � ©O y0� 0 �y LEGTsND Rowell Brokaw Architects ft"I &dm ka teft, P.C. ONEadfta", Sub 300 Eugene, Oregon 97401 Voce (541) 485.1003 Fox (541) 485 -7344 wwww rowebdow.con CONSTRUCTION REVISIONS CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR U u' 4 `i Cz y ttv 9 W �� a VD Q pq >n rn o f Cn . ....� a tn" ..r v STAMP: PR�,��s <_1 #53,800 �l c' (51 REGON � 9 py A. � EXPIRES: DECEMBER 31, 2010 PROJECT #: 08-114 DRAWN BY: WS CHECKED BY: LB FILE NAME: RELIEF NURSERY DATE: 10 -09-09 DRAWING: SITE ASSESSMENT OF EXISTING CONDITIONS EXISTING CONDITIONS SITE BOUNDARY WATER METER ADJOINING LOT FIRE HYDRANT RIGHT -OF --WAY JUCTION BOX SIGNAL BOX - - -- -- - - - -- - -- -- -- EASEMENT ELECTRIC BOX - -- CENTER LINE MAIL BOX - - .. - - - - - - - - - GRADE BREAK ELECTRIC VAULT -- EDGE OF ASPHALT TELEPHONE PEDESTAL CURB WATER VALVE GAS VALVE � , x x x x T FENCE (E)WW (E)WW WASTEWATER WASTERWATER MANHOLE (E)ST (E)ST -- ---- -- STORMWATER ST STORMWATER MANHOLE �- ---- (>=)+ (E) WATER TELEPHONE MANHOLE --T T TELEPHONE CURB INLET OHP 0NP- -- ---- OVER HEAD POWER TRAFFIC SIGN E UNDER GROUND ELECTRIC UTILITIY POLE (E)G GAS STREET LIGHT -- --- - - --- SEPTIC LINE BRUSH E�- GUY WIRE CONCRETE SIDEWALK TREE ON SITE SITE DATA. TAX LOT NUMBER OD PZ" 1/I LUMD PR07WC77ON BASED ON FLOOD INSURANCE RATE MAP NO. AS ILLUSTRATED IN THE WELLHEAD 4103901162 F. THIS PROPERTY IS OUTSIDE THE PROTECTION AREAS MAP, THIS SITE IS 100 YEAR FLOOD PLAIN. WITHIN THE ZONE OF CONCENTRATION TO 16TH AND Q. SOM 7w ZOM NG ACCORDING TO THE SOILS SURVEY OF LANE COUNTY. THE EXISTING SOILS ARE AS CC - COMMUNITY COMMERCIAL FOLLOWS: (29) COL QUANO SILT LOAM. THE HIGH WATER j M'M pZ" DAUGM& jION TABLE DEPTH FOR THIS SOIL IS > 6. ©ti (76) MALABON -URBAN LAND COMPLEX. THE COMMERCIAL Ry HIGH WATER TABLE DEPTH FOR THIS SOIL IS >6 : �r Ur WAT'BRC URM VACANT THERE ARE NO WATERCOURSES NEAR THE SITE. omm RELIEF NURSERY, INC. IMCNItAW RAT[T * 1 720 W 25TH AVE. BENCHMARK IS A CHISELED "X" ON THE EUGENE, OR 97405 NORTHWEST BOLT OF THE RAILROAD SIGNAL ON THE NORTHWEST CORNER OF SOUTH 42nd SPRINGFIELD PUBLIC SCHOOLS STREET. AND THE RAILROAD CROSSING 525 MILL STREET ELEV. — 490.72. BENCHMARK WAS SET BY SPRINGFIELD. OR 97477 BRANCH ENGINEERNG INC. IN 2003 DURING A SURVEY FOR SPRINGFIELD UTILITY BOARD. THE SURVEY FOR THE SPRINGFIELD UTILITY BOARD USED FOUND CHISELED SQUARE IN TOP FACE CURB AT EAST END OF CURB RETURN AT NORTHEAST CORNER OF SOUTH 32nd STREET AND VIRGINIA AVENUE (ELEV.= 478.76) FOR A BENCHMARK, ,NOTES: 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS, FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION 1S MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. 2. THE BOUNDARY SHOWN HEREON IS FROM COUNTY SURVEY FILE NO. 41420. 3. THE TAX LOTS SHOWN HEREON ARE APPROXIMATE ONLY. 4. THE DEMOLISHED BUILDING LOCATIONS SHOWN HEREON ARE BASED ON AERIAL TAX MAP PHOTOGRAPH AND SKETCHES PROVIDED BY THE LANE COUNTY SANITATION OFFICE AND ARE APPROXIMATE. 5. THE SEPTIC SYSTEM LOCATIONS SHOWN HEREON ARE BASED ON DATA PROVIDED BY TINE LANE- COUNTY SANITATION OFFICE AND ARE APPROXIMATE. CONMU070N NOTES: 0 REMOVE EXISTING AC OR CONCRETE SURFACE. REMOVE EXISTING FENCE. 3 REMOVE EXISTING GAS METER AND SERVICE PIPE. PROVIDE TEMPORARY CAP AND - MARKING STAKE DURING CONSTRUCTION. RE-- CONNECT, SEE PLUMBING OR MECHANICAL SHEETS FOR METER LOCATION. COORDINATE WORK WITH UTILITY PROVIDER. 4 REMOVE EXISTING WATER METER & CAP EXISTING SERVICE PIPE TO ABANDON. COORDINATE WORK WITH SUB. EXISTING TREES TO BE REMOVED. 6 COORDINATE WITH SUB FOR RELOCATION OR REMOVAL OF OVERHEAD POWER. REMOVE EXISTING CONCRETE DRIVEWAY. SEE LANDSCAPE ARCHITECTS SHEETS FOR REVEGETATION REQUIREMENTS. SAWCUT AND REMOVE EXISTING DRIVEWAY APRON CURB TO 8 GUTTER BAR. MATCH EXISTING CURB AND REPLACE. PER C17Y OF SPRINGFIELD STANDARDS. 9 EXISTING. SEPTIC SYSTEM TO BE DECOMMISSIONED IN ACCORDANCE WITH OREGON DEPARTMENT OF ENVIRONMENTAL QUALI7Y AND LOCAL JURISDICTIONAL RULES AND — REGULATIONS. 10 EXISTING ASPHALT BIKE PATH TO REMAIN. 11 EXISTING BRUSH TO BE REMOVED. GRAPHIC SCALE 30 0 15 30 60 t IN FEET ? P E R J.I L RECD CI I Q2T 917 2009 1 Rowell Brokaw Architects ft"I &dm ka teft, P.C. ONEadfta", Sub 300 Eugene, Oregon 97401 Voce (541) 485.1003 Fox (541) 485 -7344 wwww rowebdow.con CONSTRUCTION REVISIONS CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR U u' 4 `i Cz y ttv 9 W �� a VD Q pq >n rn o f Cn . ....� a tn" ..r v STAMP: PR�,��s <_1 #53,800 �l c' (51 REGON � 9 py A. � EXPIRES: DECEMBER 31, 2010 PROJECT #: 08-114 DRAWN BY: WS CHECKED BY: LB FILE NAME: RELIEF NURSERY DATE: 10 -09-09 DRAWING: SITE ASSESSMENT OF EXISTING CONDITIONS (PROPOSED CONDITION) -FRAME & GRACE FRAME & GRATE PROPOSED PA VED SWALE TOP=486.25 RIM 485.75 POND TOP=486.50 RIM 486.00 PARKING (TYP.) - 1 SIDESLOPE -WW-WW- 3. 1 SIDESLOPE 3. WW WASTE WATER LINE FRAME & GRATE TE 2' BOTTOM VA, FRAME & GRATE OVERFLOW 48 ci 0? ST-ST-ST STORM WATER LINE 6.00--�;� .7 OY -0- RIM W W- W- W- WATER LINE OVERFLOW 485.75 RIM 484.75 485.00 TEE 6"X6 6X6" 7EE -PERMANENT POOL 485 00 SWALE 80TTOM=484.50 FL FL FL FIRE LINE -E-E- 1:�. E ELECTRIC LINE e. Y. 6v r.r L 1 18 8" PVC CLEANOUT 6" POND BOTTOM 484 00 PIPE-) 6"PVC 12 Top SOIL 's., 8n IE 484.50 DOUBLE CHAMBER 6" IE 484.25 A. !A 1. 75' DEPTH CATCH BASIN NATIVE SOIL PIPE CAP MTH 6" PVC PIPE PIPE CAP Wfl74 8" PVC PIPE DITCH INLET 2 1/4" DIA. ORRICE ODOT TYPE D INLET 2 114 DIA. 0 ODOT TYPE D INLET E3 ENT ION OUTLE"" Sq71DTTP URE 7yplCAL DOUBLE CHECK ASSEMBLY DET CROSS DETEATTION OUTLEm S'T1�'tJCTURE N.T.S. REDUCED PRESSURE C2 MT-a BACK FLOW PREVENTOR STORMNATER QUALITY, & DETENTION SWALE WATER METER A SWALE FLOW ARROW I ' 1 -484.30 CONS 1 ti�'TION NO TjEl S : NV. IW-484.40 FURNISH AND INSTALL DOUBLE CHAMBER CATCH BASIN FURNISH AND INSTALL DENTENTION OUTLET STRUCTURE PER DETAIL THIS SHEET L I m FURNISH AND INSTALL DENTENTION OUTLET STRUCTURE PER DETAIL THIS i 11 S=0.57. 3 CD SHEET 11 S=0.57* �C7 FURNISH AND INSTALL AREA DRAIN (JR SMITH MODEL 2315 AREA DRAIN WITH 3" OUTLET.) FURNISH AND INSTALL I- SCHEDULE 40 COLD WATER INV-484.00 P-TRAP PRIMER PIPE. COORDINATE WITH PLUMBING PLAN. FURNISH AND INSTALL COMPATIBLE FITTING AS INDICA7ED PER PIPE SIZE SHOWN. 14 0 CONNECT TO EXISTING STORMWATER LATERAL. PER CITY OF SPRINGFIELD 5 STANDARDS AND REQUIREMENTS. EXISTING WASTEWATER LATERAL SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. 46 CONNECT TO EXISTING WASTEWATER LATERAL. PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING. STORMWATER LATERAL SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. WASTEWATER CONNECTION TO BUILDING. SEE PLUMBING PLANS FOR 71 CONTINUATION. Sur WATER CONNECTION TO BUILDING. SEE PLUMBING PLANS FOR CONTINUATION, 00 C j Ir4!.]00 (n FURNISH AND INSTALL J" ASTM D-3034 PVC WASTEWATER PIPE 27a 7A IEJT MINIMUM SLOPE. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 1 1 FEET OF STRUCTURE. S7- ST S=0.5Y* X 11 FURNISH AND INSTALL 6 ASTM D-3034 PVC WASTEWATER PIPE 11wo IW48. 0 (14 78 .1% MINIMUM SLOPE. USE SCHEDULE 40 PVC DRAIN PIPE WHEN WITHIN 5 S 0 5Z :486.0Q 1-1-4 FEET OF STRUCTURE. X IW. 21� EX 10' PVC PIPE FURNISH AND INSTALL 4" ASTM D-3034 PVC STORMWATER PIPE USE FL - 48,2.80 t INV-485.50 IW.-486.30 SCHEDULE 40 DRAIN PIPE WHEN WITHIN 5' OF STRUCTURE. b 14 EX 10' PVC PIPE 14 • •FL - 482.62 FURNISH AND INSTALL 6"' ASTM D-3034 PVC STORMWATER PIPE. (D FURNISH AND INSTALL 8" ASTM D-3034 PVC STORMWATER PIPE lw.-484.50 02 7 PROPOSED 40' PRIVATE .07 103 FURNISH AND INSTALL 12- ASTM D-3034 PVC STORMWATER PIPE SLOPE JOINT USE ACCESS AS SHOWN. Cn EASEMENT PER SURVEY S=0.5,,% FURNISH AND INSTALL CLEANOUT. IL REC. 2009-008988 9 -483.50 Cn INV 10' PVT. UTILITY/ (14 FURNISH AND INSTALL 1- 112" SCHEDULE 40 PVC WATERLINE. PROVIDE -485.50 INV PVT. PEDESTRIAN AND CD 36" MINUM COVER OVER PIPE -476.00 BICYCLE EASEMENT INV. INV.484.N( i3 x 10, k 16 I 11 P.U.E. 07 FURNISH AND INSTALL REDUCED PRESSURE BACK-FLOW PREVENTOR. APPROXIMATE WATER METER LOCATION WATER SERVICE AND METER SIZE WITH S. U. B. co Cn SPINGFIELD UTILITY BOARD (S.U.B.) TO MAKE WATER SERVICE CONNECTION TO EXISTING MAINLINE. 1W.485 75 (n S=0.5z FURNISH AND INSTALL 2"X2' CLASS 50 RIP-RAP PAD AT DRAIN OUT FALLS. 0�) 1W.484.2 �5 6A CONSTRUCT STORMWATER QUALITY TREATMENT AND DETENTION SWALE. PER ST ST, ST PLANS AND DETAIL ON THIS SHEET. SEE LANDSCAPE PLAN FOR PLANTING Cn (DO REQUIREMENTS. 19 FURNISH AND INSTALL 4" DOUBLE DETECTOR CHECK VALVE ASSEMBLY FOR FIRE SERVICE WITH FDC, DEVICE TO BE IN AN UNDERGROUND ST -ST S ST ST -ST ENCLOSURE MEETING THE REQUIREMENTS OF CITY OF SPRINGFIELD. ST ST S S=O 5z 1 PROPOSED POWER. SEE ELECTRICAL PLANS FOR MORE INFORMATION. I a /' "83 00 T IW. 4 MTY Cf) U711 NOTES 22 19 14 INV.483.87 14 INV:486. 16 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE I NV 12D WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS 6 :475.001 .41 REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL Ev .112 INV. 482 50± :D5 < EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY ST ST ST ST ST IL INV•484.50 L -X __x RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE 28 ST -ST -ST ST -ST ST ST - T 4 4 19 CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL IM _01. 0 IiR�W to UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE 77 (E)W 7 ALERT (USA) AT (800) 227-2600 TOINDICATE EXISTING UTILITIES AT LEAST 48 4h HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY ................... MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO L A EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND x CO t Cm C\1 HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 12 17 17) 2. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, EX STM C. 1. 2 ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, w • %.,.* (E)ww------ ww_tc RIM= 488.73 ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING (E)ww---, (E)ww C IR" FL. OUT(E)=483.83 w CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SHALL ST -24 (E)ST (E)ST ST NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY ST (E)ST (E)ST (E)ST (E)ST (E)ST (E)ST -24- - (E)ST (E)�' )T (E)ST (E)ST (E)ST (E)ST (E)ST ([)ST (E)ST (E)ST (E)ST - (E)ST -24 (E)ST (E)ST (E)ST (E)ST THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. I U 3. SITE PLUMBING SHALL CONFORM TO THE UNIFORM PLUMBING CODE AND S. 42nd STREET C\1 CN Cm MANUFACTURER'S SPECIFICATIONS. TWTY nON w PRIOR TO START OF ANY WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION, 4 0 _10114 V 0 ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES b, 4 ....... THROUGHOUT THE SITE AND AT THE POINTS OF CONNECTION, THE CONTRACTOR x­ I,- SHALL VERIFY THAT THE PROPOSED UTILITY SERVICE WILL MEET THE INDICATED PIPE EXISTING C. 0. SLOPES & IMMEDIATELY NOTIFY THE CLIENT REPRESENTATIVE AND BRANCH EX STM MH EX WW MH RIM-489.47 EX STM MH ENGINEERING, INC. OF ANY CONDITION(S) THAT WILL PREVENT CONSTRUCTION OF NEW RIM- 486.92 RIM- 487.59 RIM- 488.66 UTILITY SERVICES AS INDICATED ON THE PLANS. 24' FL. IN(N)=481.21 8' FL.. IN(E)-474.29 EX_ STM MH 18" FL. IN(N)-482.60 24" FL, OUT(S)-481.20 8' FL.. IN(W) 474.29 4i3 .92 12" FL. IN(W)-484.09 18" FL. IN(W)-481.62 8" FL. OUT(S)-474.22, I8' FL. IN(N)- 482•86 12' FL. IN(E)-484.16 /8" FL. IN(E)-481.62 12" FL, IN(W)-482.04 24" FL, OUT(S)-482.58 12" FL. IN(F-)=482.68 24" FL. OUT(S)=481.95 EX STM C1 RIM= 488.78 GRAPHIC SCALE l2' FL, OUT(W)-484.06 20 0 10 20 40 • R X TT R RECD IN FEET OCT' 2 - 2009 Rowell Bro aw Architects ft"I &omw kdf%t,*, P.C. One East I b 300 Eugene, Oregon 97401 Voice (541) 485-1003 Fax (541) 485-7344 wwwnw90bmk8W.CDM CONSTRUCTION REVISIONS CLIENT: Relief Nursery 870 S. 42nd Street Springfield, OR PROJECT #: 08-114 DRAWN Y: WS CHECKED BY: LB FILE NAME: RELIEF NURSERY DATE: 10- M 0 A CM*M 44 C* vV 0 STAMP: ROF G I Nee 1P 53,800 EGON v 9 0, y EXPIRES. DECEMBER 31, 2010 PROJECT #: 08-114 DRAWN Y: WS CHECKED BY: LB FILE NAME: RELIEF NURSERY DATE: 10- DRAWING: SITE UTILITIES LEGEND EXISTING CONDITIONS. SITE BOUNDARY ADJOINTING LOT RIGHT-OF-WAY EASEMENT CENTER LINE EDGE OF ASPHALT CURB -X -X -X -X X • FENCE .7. LA- :A; CONCRETE SIDEWALK CONSTRUCTION NOTPS. 0 AC: 482 484 IM;485- 65 6.25 1 48 0 CONSTRUCT VERTICAL CURB 11 ------ AC:486.30 AC 486.5D___ 485 RIM 90 A 6.38 CONSTRUCT ASPHALT PAVING AC.-486.30 j AC:486.,44 AC: 86.10 86 2 -1 AC.-486.35 CONSTRUCT CONCRETE WALK SAWCUT EXISTING CONCRETE AND ASPHALT SURFACE. AC:4 610 AC:486. '\ yoo 35* rn 486 AC:486.95 / YO rAC:486.5 AC:486.77 486.55 AC. CONSTRUCT STANDARD SETBACK DRIVEWAY APRON PER CITY OF AC.-4 6.35 75-1 V-AC.-486.85 AC.06. Ac:486.49 AC:486.58 A :4 SPRINGFIELD %sob . TB:486.A-v AC. -48699 t,� I . AC:48,6. 0 --485 84.50 CONSTRUCT STANDARD CURB CUT. AC:486.65 \\-AC:486..jk AG: 486.83-� TB:485. ly AC: 486.58 . .... AC:4 7.00 AC:486.54 A, %,"a CONSTRUCT STANDARD CURB AND GUTTER MATCH EXISTING. PER .-TL.IW 8 TB:484.25- CITY OF SPRINGFIELD CD 7 .4 M 4 0 8- A, 86.88 4k CONSTRUCT -3.23X 12" WIDE CUR OPENING WITH 2X2' RIP RAP PAD 00 c6 AC 487.36 SEE ARCHITECTS PLANS FOR COURT YARD AREA .2 4 87 X" 4 4 X 57, . Wo C-i C:7j C. -48710 2 • 7 C.;467.00 -- ---- - PROPOSED 40' PRIVATE Z-1 JOINT USE ACCESS 95 . -486 A C. EASEMENT PER SURVEY REC. 2009-008988 g, PROPOSED EM CUT ws 2500 CU YARDS FILL RELIEF NURSERY 3200 CU YARDS NET 700 CU YARDS FILL AC: 4 5.80 < . .... CD FFE 484.6 ..... AC:486.30 AC:486.3 AC:486.50 I-AC:486.54 AC:486. 10 bx AC:487.6 0 AC:485.90 Lge:TB.48 Cn Cn AC:487.18 Q7 > 8 C.) x w & 10' PVT UTILITY/ TB:484. 0 TB. etc PROPOSED EM CUT ws 2500 CU YARDS FILL RELIEF NURSERY 3200 CU YARDS NET 700 CU YARDS FILL I-AC.486.70 AN AND 1 7'" \1 N PVT PEDESTRIAN AL, - I \-AC:486.35 AC:486.50 AC:486.25 BICYCLE EASEMENT < NOTE. 9 0 AC.486-80 QUANTITIES FROM FINISHED GRADE TO EXISTING GRADE P. Ult. < N 1190 0%0 z 7 1 �J`v flo 8 68 �01 1;14 (85.8; 5) 00 C:486.50-1 ;AC- 487.48 RIM.-48+ 7 AC:487.12� 4-- AC: 486.25 481.3 AC: 487.91 AC: ao to AC:486.51 AC:487.24 co AC:487.05 AC:487.05 84.50 8 AC:487.50 65 . AC:486 6.65 AC:487.44 AC:r8 7.70 7J -AC:487.22 2 V/ X AC:487.48 AC:481.56 AC:488.61 RI :485.00 N/ A I Y. X k"-AC:,, 87.58, -.4 4 C: 488. 1 AC: 00 A .00 "AC- 89.63 489, 4 .90 .a mti- 4- 47 6 5 S. 42nd STREET 7 A % bit -X X x OCT fy. I Rowell Brokaw Architects m bw &OMW kdbcK P.C. One Ent Bmd", Sub 300 Eugene, Oregon 97401 Voice (541) 485.1003 Fax(541)485-7344 wwwnwebukow.com CONSTRUCTION REVISIONS CLIENT. Relief Nursery 870 S. 42nd Street Springfield, OR STAMP: PR ski \,\ca I k6e #53,800 1p REGON v y 9 0 EXPIRES: DECEMBER 31, 2010 PROJECT #: 08-114 DRAWN BY: ws CHECKED BY: LB FILE NAME: RELIEF NURSERY DATE: 10-09-09 CD bx Cn Cn Q7 C.) w & etc C> Cn w4 Z + .p.4 Z.? STAMP: PR ski \,\ca I k6e #53,800 1p REGON v y 9 0 EXPIRES: DECEMBER 31, 2010 PROJECT #: 08-114 DRAWN BY: ws CHECKED BY: LB FILE NAME: RELIEF NURSERY DATE: 10-09-09 DRAWING: UPWADING', PAVING & STORMWATER MANA-IGEMENT PLAN C3 'r 0 p 9 .9 1A 3.5 3.6 2.6 2.6 3.1 3.6 + 8 0.7 f a a p � p..a ° p :p A p + .tl' x'1.9 7 !U + + /+1.2 + + + + + + + 1.2 1.0 X1.4 1.2 1.4i 1 2 0.9 1.2 0.9 0.6 0.4 02 /0- 1 1 Fr-\TP I r A I �D I A N1 E1.0 SCALE: 1/16" u No' th r g� v la- V 1 1.1 f4mr[N P:IxlruRp. HFm ULOFM ]T4YP,qF-MANUFACTURER 12EiOW GATALOts NiMHER LOG4TtQh5 USED LAMP QTY LAMP TYPE 'VOLTS INPUT WATTS REMARKS tE3D METAL kALOR 250ltJ PMk cc 2&& SINGLZ LUMNAti2E ON l Cd` TALL POLE ON LL1MN.4iRM ON ?0` TALL TOP 0r-,4 3 TALL. CEMENT POLE E"SE. POLE FIXTURE MANL IFAGTURFIR ?O 55. DET�R�NED. X14 TSD 26CU3 METAL +"LVE PARKING LOT 1 250W PhiH 120 288 SA1"t5 �4S TYPE St ASQ V� T UXT� -t i -iQU55 LU1"HN,4[RM ON 20` TALL SIDE 5{- lMi.D AT 8,4GIG OF F3XTURE TO POLE tUii- }OLiSE SIDE S SLO 5�- I(ELi: triEfCs�iEbOF�NCs F'�F?O#�#2t1�S PRC?f"I LiCs+4t TRESPASS. (3P.NF.R41. NoIrrm : I. CALCULATED LIGHTING MEASUREMENTS SHOWN IN THE PARKING AND SITE AREAS ARE FOOtCANDI.E UNITS CALCULATED At PfNISi -IUD GRADS LrEYEL. LIGHTING LEVELS BEHIND FIXTURES Wltl -I HOUSE -SIDS LIGI -It SI- IfBLDS lUfL1. DROP SIGNIFfG4Nt{.Y 50l.OIU FIGURES SHOWN TO LIMit LfGHt TRESPASS ONTO NEIGHBORING PROPERTIES. :=Jw, -- MGM so Q PIxTuRm TO HA vrm HOusm -SIDm SHImL.D. 4" rEMPTY CONDUIT FOR PRIMARY rmlrECTRICAL. SERVICE PROM SUB. COORDINATrE AND VERIFY A" SPECIFICS INCL.UDING NUMBER OF CONDUITS, CONDUIT SIZE, BURIAL. DEPTH AND VAULT ENTRY RrEQURFEMENTS WITH SUB PRIOR TO BEGINNING WORK. Q 4' x 4' SUB UTILITY YAuL.T AND POWER TRA,NSPORMmR. COORDINATE AND VERIFY INSTA "ATION RrEQUIRFEMSNTS WITH SUB PRIOR TO BEGINNING WORK. ® FOUR 3" PYC SERVICE L.A,TERA L. CONDUITS PROM SUB'S TRANSFORMER TO BUIL- DING'S SERVICE ENTRY SWITCHGEAR. COORDINATE AND VSRIPY A" INSTA"ATION REQUIRF.MFENTS WITH SUB PRIOR TO BEGINNING WORK. Q STUB -OUT AND CAP ONE i" rzMPTY PVC CONDUIT FOR FUTURE L.ANDSCAPM LIGHTING OR POWER RrE QUIRFEMENTS. 0 STUB -uP AND CAP ONE 1" FEMPTY Pvc CONDUIT FOR FUTURE LIGHTING AT GARBAGE 4 RrEC'YCL.r AREA FENCL.OSURM. O STus -uP L.00AnoN FOR POWER GONouity TO SITa LIGHTING CIRCUITRY. FUTURE PANEL, TIMSCI.00K AND /OR RELAYS TO BE L.00ATFED AT THIS L.00A,TION. Q raxisTING TruxpHONs COMPANY rNCLOSuRrm. STue -uP TWO 4" CON UIT's AT THIS LOCATION FOR TEL.SPHONS SERVICE INTO THE BUILDING. VERIFY AND COORDINATE A" INSTALLATION REQUIREMENTS WITH QWFEST PRIOR TO BEGINNING WORK. s� PRO\.00IDrm A SINGL.2 Z" EMPTY CONDUIT STUBBED UP AT THIS LOCATION FOR POTENTIAL FUTURE CABWE TV COMPANY WIRING ACCESS INTO THE BUILDING. VERIFY AND COORDINATE INSTA"ATION REQUIREMENTS WITH COMCAST OR OWNrER'S CABL.0 TV PROVIOrER BEFORE BEGINNING WORK. o ToLiCOM "GERMINAL BOARD (TTS) FOR TF.LrapHONIE AND CABLF. TV SERVICE ENTRANCE. Q" THIS DRAMANG IS THE PROTECTED PROPERTY OF BUILDERYS ELECTRIC, INC. FOR THE USE OF THEIR EMPLOYEES FOR THE CONSTRUCTION OF THIS PROJECT ONLY. ANY USE BY 0 THER: ■ � s IN oil(- 0- 1 15 NOT ALLOWED AND STRICTLY PROHIBITED. COPYRIGHT 20M