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Plan, Tentative APPLICANT 10/31/2016
SPRINGFIELD, OREGON 1 • SITE PLANIREVIEW DESIGN TEAM OWNER ROSEBURG FOREST PRODUCTS 3660 GATEWAY ST SPRINGFIELD, OR (541) 679-2742 CONTACT: LISA FAIRCHILD, TREASURY MGR. ARCHITECT ROWELL BROKAW ARCHITECTS, PC ONE EAST BROADWAY ST., SUITE 300 EUGENE, OR 97401 (541) 485-1003 CONTACT: GREG BROKAW, AIA nMt-% IC T 1 !-%1-%ATI/'1k1 VICINITY MAP NOT TO SCALE LANE TRANSIT STATION LANE TRANSIT STATION CIVIL ENGINEER THE FAVREAU GROUP 3750 NORWICH AVE. EUGENE, OR 97480 (541) 683-7048 CONTACT: TONY FAVREAU -f� to ('00y 5G,k, Ip1a,+�- Tmfc�hvt) p,�&bW�D Frr�i' Prvd,()M-s N I cq� B aEo Received: OCT 3 12096 La 9161 6 A 1 East Broadway Sutie 300 Eugene, Oregon 97401 541-485-1003 rowellbrokaw.com Architecture. Design. Strategy. NOT FOR CONSTRUCTION STAMP GREGORY SCOTT ' GENE, OREGON 4260 REVISIONS TO THIS SHEET REV. DATE SET ISSUE DATE SITE PLAN REV -PRE -SUB 2016-10-07 SITE PLAN REVIEW 2016-10-31 PROJECT TRACKING RBA #: 1503 GENERAL G-1 COVER SHEET P.I.C: GREG BROKAW PM / PA: LORRI NELSON LA: LORRI NELSON LANDSCAPE L-1 SITE PLANI CIVIL C-1 PARKING PLAN C-2 EXISTING CONDITIONS PLAN C-3 LOT HYDROLOGY ELECTRICAL E-1 LIGHTING LAYOUT E-2 LIGHTING PHOTOMETRIC E-3 PHOTOMETRIC INCLUDING STREET Owner Project Name ROSEBURG FOREST PRODUCTS OFF SITE PARKING 11111161"I'l 4[7J&1 14:11 1 G-1 FNOTES - LAND USE LANDSCAPING PER THE DRAWING BELOW, MEETS OR EXCEEDS THE REQUIREMENTS NOTED BELOW PARKING AREA = 43,975 SF REQUIRED LANDSCAPED AREA = 7.5% OF 44,674 = 3,298 SF MINIMUM LANDSCAPED AREA MINIMUM PLANTING PROPOSED (PLANTING PLAN TO BE PROVIDED FOR FINAL SITE PLAN REVIEW): 17 TREES -- 1 GAL GROUNDCOVER AT ALL TREE ISLANDS 30 SHRUBS, 5 GAL OR LARGER 50 SHRUBS, 1 GAL 150 STORMWATER GRASSES, 4" REMAINING AREAS TO BE LAWN A PERMANENT UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED FOR ALL PLANTING AREAS SPRINGFIELD DEVELOPMENT CODE (SDC) 4.4-105 LANDSCAPING A. At least 65 percent of each required planting area shall be covered with living plant materials within 5 years of the date of installation. The living plant materials shall be distributed throughout the required planting area. The planting acceptable per 1,000 square feet of required planting area is as follows: 1. As a minimum, 2 trees not less than 6 feet in height that are at least 2 inches in caliper (at the time of planting, not including root ball); and 2. Ten shrubs, 5 gallons or larger. 3. Lawn and/or groundcover may be substituted for trees or shrubbery, unless required for screening when there are adequate provisions for ongoing maintenance. C. Materials and installation costs of planting and irrigation other than what is required by the Minimum Development Standards (Section 5.15-100) shall not be required to exceed 10 percent of the value of the new development, including parking facilities. The Director shall determine the location, quantity and quality of required landscaping as specified in this Code. F. Parking lot planting areas shall include 1 canopy tree at least 2 inches in caliper that meets City street tree standards as may be permitted by the City's Engineering Design Standards and Procedures Manual and at least 4 shrubs, 5 -gallon or larger, for each 100 square feet of planting area. Shrubbery that abuts public right-of-way or that is placed in the interior of any parking lot shalt generally not exceed 2-112 feet in height at maturity. Parking lot planting areas shall include: 1. Parking and driveway setback areas specified in the applicable zoning district; and 2. 5 percent of the interior of a parking lot, exclusive of any required parking setbacks, if 24 or more parking spaces are located between the t t f b "Id' d rt ! llect r street and are visible from an street -_el 1 _ 0 r •----- PROPERTY LINE • EXISTING STREET TREE TO REMAIN 43,975 SF ASPHALT PAVING f — — — — EASEMENT -SEE CIVIL 10,661 SF LAWN EXISTING 6' CHAIN LINK FENCE EXISTING STREET TREE TO BE RELOCATED PROPOSED 6' CHAIN LINK FENCE 3,427 SF TREE ISLAND W1 GROUNDCOVER FENCE FOR PROTECTION OF EXISTING TREES • NEW STREET TREE 3,374 SF STORMWATER AREA SEEDED GRASSES PER STORMWATER MANUAL o�X LIGHT FIXTURE -SEE ELECTRICAL STORMWATER AREA LIGHT FIXTURE - EXISTING - SEE ELECTRICAL • EXISTING STREET TREE TO BE REMOVED 3,709 SF SHRUBS, GRASSES AND OTHER PLANTS PER THE STORMWATER MANUAL - VEGETATIVE SCREEN 3.5' MAX. HEIGHT ABOVE CURB SIGN -18" X 24"- MOUNTED ON POLE ALL SIGNS TO BE INSIDE PROPERTY LINE AND NO SIGNS TO ~�\ 2,115 SF PEA GRAVEL TO MATCH ADJACENT AREA ON BE LOCATED WITHIN VISION CLEARANCE TRIANGLE \ OPPOSITE SIDE OF FENCE o NEW TREE PRIVATEAnqQ RIGHT ONE PARKINGTosAcco TURN $ WAY NO FREE DO NOT L"'P'ATR"K'l RIZED io NG FACILITY O N L i ENTER ® [B]Da s ree sr e o a ur rng an an a erra or co oI y 1 1-11 G. All new required planting areas shall be provided with a permanent underground irrigation system unless where planted with native \ --- species or plant communities, oras may be exempted by the Director. ,_-----------------------------------_-------------------------_____------------____-------_ GATEWAY REFINEMENT PLAN - COMMERCIAL ELEMENT (GRP) 2.1 Landscaped areas to be at least 75% covered with living plant materials within 3 years of the date of installation. TNTF R 1\T TT O N ©T . f l T TR T 2.2 7.5% of the interior of parking lots visible from arterials and collectors to be landscaped. Require vegetative screening of parking lots. Allow such vegetative screens to include shrubs to 3.5 ft high, except in vision clearance areas. TRIANGULAR VISION CLEARANCE AREAS, AS NOTED ON THE DRAWING BELOW, SHALL MEET SDC 4.2-130 - NO SCREEN OR OTHER PHYSICAL OBSTRUCTION (INCLUDING PLANT MATERIAL) TO BE PLACED BETWEEN 1.5 FT AND 8 FT ABOVE THE CURB HEIGHT WITHIN THE VISION TRIANGLE. TREE PROTECTION 1. NO WORK SHALL TAKE PLACE WITHIN THE CRITICAL ROOT ZONE (WITHIN THE FENCE LINE). 2. NO STORAGE OF MATERIALS OR SOIL COMPACTION SHALL TAKE PLACE WITHIN FENCE LINE. 3. NO ROOT OVER 2" SHALL BE CUT WITHOUT APPROVAL OF AN APPROVED ISA CERTIFIED ARBORIST. ROOTS SHALL BE CUT WITH APPROVED SAWS. NO ROOTS OVER 2" SHALL BE CUT OR TORN DURING TRENCHING WITH POWER EQUIPMENT SUCH AS BACKHOES AND TRENCHERS. 4. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PERMANENT BACKFILL IS IN PLACE; PROVIDE TEMPORARY EARTH COVER, PACK WITH WET BARK MULCH, OR 4 LAYERS OF WET UNTREATED BURLAP, AND TEMPORARILY SUPPORT AND PROTECT FROM DAMAGE UNTIL ROOTS ARE PERMANENTLY RELOCATED AND COVERED WITH BACKFILL. WATER THE SOIL TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. 5. WATERING: CONTRACTOR TO PROVIDE 1 -INCH WATERIWEEK FOR ALL STREET TREES. IF IRRIGATION SYSTEM IS NOT INSTALLED, USE OF SLOW DRIP OR SOAKER HOSE IS REQUIRED. NO WATER RUNOFF ALLOWED. KEY NOTES NEW STREET TREES IN THIS AREA WERE PLANTED IN AUGUST 2016. TREES TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION. TREES TO BE RELOCATED ARE TO BE SET ASIDE IN A PROTECTED AREA OF THE SITE UNTIL PAVING IS COMPLETE AND IRRIGATION IS INSTALLED - AT WHICH POINT THEY CAN BE INSTALLED IN NEW LOCATIONS. SEE TREE PROTECTION NOTES. APPROXIMATE LOCATION OF BACK FLOW DEVICE 2 FOR IRRIGATION SYSTEM - ABOVE GROUND, WITHIN ENCLOSURE. APPROXIMATE LOCATION OF ELECTRICAL PANEL. ENCLOSURE SIZE 4' W X 1.5' D X 6' H. ,��c;1 NCP oQ 5� Qo / Z \i 3 1_ N 1 11 1 JJ J. tll b 1.T1 1 L V "JJ EX. DRIVEWAY EX. SIDEWALK SITE PLAN 1" = 30'4" 1W � SPRINGFIELD DEVELOPMENT CODE 4.2-140 (3) aj 67,261 SF TOTAL SITE AREA 1 East Broadway Sutie 300 Eugene, Oregon 97401 541-485-1003 rowel lbrokaw.com Architecture. Design. Strategy. STAMP I 4�O�iSTE�� PM / PA: LORRI NELSON LA: 803 �^ ---------------------------------------------------- LORRI A NELSON 9 08/09/2013 H OREGON �W ti sO�PE A� a .----------------------------------- REVISIONS TO THIS SHEET REV. DATE E Q SET ISSUE DATE SITE PLAN REV -PRE -SUB 2016-10-07 SITE PLAN REVIEW 2016-10-31 W W k RETAINING WALL - SEE CIVIL 2'-0" MAX HT. rIIIIIII►PI-I-II�lrlllllrAs"l��llllllr'�111111�7�s���1111�1v111�1�1��MM�M_qvp. EES. -----RIGHT IN ONLY L PER ----------------------------- 25'-0" ACEN OCT 11 2016 05 Original Submittal PROJECT TRACKING RBA #: 1503 P.I.C: GREG BROKAW PM / PA: LORRI NELSON LA: LORRI NELSON Owner L4 Roseburg A Forest Pr ticil.so zany Project Name ROSEBURG FOREST PRODUCTS OFF SITE PARKING 24 SITE �Py P U¢_ 'L \� w GAME FARM RD. DEADMOND COLONIAL MOLAS ':CEJ 0 o 'F Z 3000 O Q POSTAL G' 9Pj M co m O wMAIL U TNA OcF M FACILITY MALLARD GAME FARM Rib. W. ROAD A- B,VD. HA H AVE WILLAKEN D HAMPTON BERKSH W! CHN ESTER w RE T ,� -� ING WARDS w SUS E ROS F ti1pMT z WAR I( J ~ o ELWING REGENC j 24 SITE �Py P U¢_ 'L \� w GAME FARM RD. DEADMOND COLONIAL MOLAS ':CEJ VICINITY MAP NO SCALE GRASSY SWALE NATIVE SEED MIX PERCENTAGES ARE BY WEIGHT: HORDEUM BRACHYANTHERUM (MEADOW BARLEY) = 25% DANTHONIA CALIFORNICA (CALIFORNIA OAT -GRASS) = 15% ELYMUS GLAUCUS (BLUE WILD RYE) = 10% BROMUS CARINATUS (CALIFORNIA BROME) = 10% FESTUCA ROMERII (ROEMER'S FESCUE) = 10% DESCHAMPSIA CESPITOSA (TUFTED HAIRGRASS) = 10% AGROS11S EXARATA (SPIKE BENTGRASS) = 10% ALOPECURUS GENICULATUS (WATER FOXTAIL) = 5% DESCHAMPSIA ELONGATA (SLENDER HAIRGRASS) = 5% 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-507.) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. BIO-SWALE DETAIL NO SCALE NOTES: SCALE: 1" = 40' \ 2.51 T.C. \ 4 01 F.G. 18 \ F 432.18 T.C. \ \ V 431.68 F.G. c 0 FsT m Gp6, 4 0 T.C. 432. G. OG�Fi' 1 oa q as we ESTIMATED EARTHWORK QUANTITIES CUT = 750 CUBIC YARDS FILL = 400 CUBIC YARDS 1. TAX LOT 17-03-15-32-1000, 1800. THE SUBJECT SITE IS LOCATED WITHIN THE ONE-YEAR WELLHEAD PROTECTION ZONE. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED JUST EAST OF SPORTS WAY ON INTERNATIONAL WAY. 5. EXISTING IMPERVIOUS AREAS: TOTAL = 0 6. TOTAL AREA = 1.54 ACRES 7. SOIL TYPE: #75-MALABON SILTY CLAY LOAM. THIS SOLI TYPE TYPICALLY HAS GOOD HYDROLOGIC AND INFILTRATION CHARACTERISTICS. EASEMENTS THE EASEMENT NUMERS LISTED BELOW COORESPOND TO THE EXCEPTION NUMBERS AS SHOWN IN THE PRELIMINARY TITLE REPORT PREPARED BY CASCADE TITLE CO., REPORT NO. 0297011 7A 7' PUBLIC UTILITY EASEMENT, COMMERCIAL PARK 7B 5' PUBLIC UTILITY EASEMENT, COMMERCIAL PARK 8� 7 ' WIDE POWERLINE EASEMENT, BOOK 87 PAGE 281, BOOK 95 PAGE 469 ACCESS RESTRICTION, RECEPTION NO. 12940 10 80' WIDE POWERLINE EASEMENT RECEPTION NO. 61869 11 20' WIDE ROADWAY EASEMENT RECEPTION NO. 72761 12 8' WIDE WATERLINE EASEMENT RECEPTION NO. 7355767 13 7' WIDE PUBLIC UTILITY EASEMENT RECEPTION NO. 8031956 18 60' WIDE STATE OF OREGON EASEMENT RECEPTION NO. 58014 19 20' WIDE PUBLIC UTILITY EASEMENT RECEPTION NO. 9505650 20 10' WIDE CITY OF SPRINGFIELD ELECTRICAL EASEMENT RECEPTION NO. 2005-020609 22 10' WIDE CITY OF SPRINGFIELD ELECTRICAL EASEMENT RECEPTION NO. 2005-020609 FUTURE EASEMENT NOT INCLUDED IN TITLE REPORT 0A 10' WIDE NORTHWEST NATURAL GAS EASEMENT B) 5' X 8' PRIVATE SIGN EASEMENT Ler c� \� %�? / J LP o 'F Z 3000 Q POSTAL G' 9Pj M co wMAIL 0 TNA OcF FACILITY MALLARD z (�.. A- w U FLAMINGO 10 PROPOSED PROPERT LINE AFTER ADJUSTMENT` D �.J UJ 0 432.32 T.0.7B 431.82 F.G 432. 3 T. "`�... 43153 F. ,� -� Q r c� VICINITY MAP NO SCALE GRASSY SWALE NATIVE SEED MIX PERCENTAGES ARE BY WEIGHT: HORDEUM BRACHYANTHERUM (MEADOW BARLEY) = 25% DANTHONIA CALIFORNICA (CALIFORNIA OAT -GRASS) = 15% ELYMUS GLAUCUS (BLUE WILD RYE) = 10% BROMUS CARINATUS (CALIFORNIA BROME) = 10% FESTUCA ROMERII (ROEMER'S FESCUE) = 10% DESCHAMPSIA CESPITOSA (TUFTED HAIRGRASS) = 10% AGROS11S EXARATA (SPIKE BENTGRASS) = 10% ALOPECURUS GENICULATUS (WATER FOXTAIL) = 5% DESCHAMPSIA ELONGATA (SLENDER HAIRGRASS) = 5% 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-507.) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. BIO-SWALE DETAIL NO SCALE NOTES: SCALE: 1" = 40' \ 2.51 T.C. \ 4 01 F.G. 18 \ F 432.18 T.C. \ \ V 431.68 F.G. c 0 FsT m Gp6, 4 0 T.C. 432. G. OG�Fi' 1 oa q as we ESTIMATED EARTHWORK QUANTITIES CUT = 750 CUBIC YARDS FILL = 400 CUBIC YARDS 1. TAX LOT 17-03-15-32-1000, 1800. THE SUBJECT SITE IS LOCATED WITHIN THE ONE-YEAR WELLHEAD PROTECTION ZONE. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED JUST EAST OF SPORTS WAY ON INTERNATIONAL WAY. 5. EXISTING IMPERVIOUS AREAS: TOTAL = 0 6. TOTAL AREA = 1.54 ACRES 7. SOIL TYPE: #75-MALABON SILTY CLAY LOAM. THIS SOLI TYPE TYPICALLY HAS GOOD HYDROLOGIC AND INFILTRATION CHARACTERISTICS. EASEMENTS THE EASEMENT NUMERS LISTED BELOW COORESPOND TO THE EXCEPTION NUMBERS AS SHOWN IN THE PRELIMINARY TITLE REPORT PREPARED BY CASCADE TITLE CO., REPORT NO. 0297011 7A 7' PUBLIC UTILITY EASEMENT, COMMERCIAL PARK 7B 5' PUBLIC UTILITY EASEMENT, COMMERCIAL PARK 8� 7 ' WIDE POWERLINE EASEMENT, BOOK 87 PAGE 281, BOOK 95 PAGE 469 ACCESS RESTRICTION, RECEPTION NO. 12940 10 80' WIDE POWERLINE EASEMENT RECEPTION NO. 61869 11 20' WIDE ROADWAY EASEMENT RECEPTION NO. 72761 12 8' WIDE WATERLINE EASEMENT RECEPTION NO. 7355767 13 7' WIDE PUBLIC UTILITY EASEMENT RECEPTION NO. 8031956 18 60' WIDE STATE OF OREGON EASEMENT RECEPTION NO. 58014 19 20' WIDE PUBLIC UTILITY EASEMENT RECEPTION NO. 9505650 20 10' WIDE CITY OF SPRINGFIELD ELECTRICAL EASEMENT RECEPTION NO. 2005-020609 22 10' WIDE CITY OF SPRINGFIELD ELECTRICAL EASEMENT RECEPTION NO. 2005-020609 FUTURE EASEMENT NOT INCLUDED IN TITLE REPORT 0A 10' WIDE NORTHWEST NATURAL GAS EASEMENT B) 5' X 8' PRIVATE SIGN EASEMENT Ler c� \� %�? / J 05 430.79 T.C. 430.29 cp; Y �` \ ' A 430.56, C. f 430.00 F q \ \ 20' 42 . 0 T. \ 428.50 dk- h �, ��, 430.77 T.C� '` RIP RAP i 430.2 X. FIRE HYDRANT `\�� �� <, SPLASH PADS flC� 13 `j 8`. 7A 431 I6) ,430.5R F.G. O ) 431: T.C.`1 43 .40 T.C. ��O �� jI \\ 7 1 1.3` .S `43 0 32.3 F.G. 42. C 433 5 431. F. 42 50 F.L. 433 05, t ` ^ ry 432.8 1 . \ 43 .58 :C. \. 30.6 B.W. 98 .G 4 48 .C.15 Sa 433. T. 431 < 29 \ 2.151 F.G. 4p \ QFJ'}32 $0 T.G. \\�VAIp Fye - 4 32 . 6 . F \�� r 43. B.W. 1 � - 619 0 T.C. \\4 IA TCf, °31.40 T.G. 1.8Q F.G." 1 F28. 0. INV. CONCRETE MEDIAN DETAIL CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD DIRECTION Ct 130.00 84.35 37°10'29" 82.88 S21°17'05"E C2 32.50 51.06 90'00'45" 45.97 S84'51'58"E WALL X \ 8 433.5 T.W. 433.0 B.W. \ 2.93,T.C. ;--- \ 443' f ,, i 1 433.1`3 T.0 43 . 3 F.'G. \ �� t G. v C. , 434.4 T.C. !y 433.90 as r h b f 434.45* .C. 433.95 R,�. 19.11rFIN 11 109 SPACES AREAS: TOTAL SITE: 67,261 S.F. PLANTER AREA: 23,059 (34.2% OF TOTAL SITE) n le Copy -]U Q2�1� ' 00051 S��e Ylw +2ev+ew burr� r ---v resrn 0 Z N 0 0 M co EXISTING PROPERTY TINE TO BE ADJUSTED O Lo z (�.. A- 10 PROPOSED PROPERT LINE AFTER ADJUSTMENT` 0 �.J UJ W 432.32 T.0.7B 431.82 F.G 432. 3 T. "`�... 43153 F. ,� -� Q r Z J ~ o j Q_ U) W 214.17' 431.01 214.1T 430.51 f_G. O tl U) N z 20~'t - ---__ r O r� p 0 :J 431.05 T.C. 00 '� vi J 22 05 430.79 T.C. 430.29 cp; Y �` \ ' A 430.56, C. f 430.00 F q \ \ 20' 42 . 0 T. \ 428.50 dk- h �, ��, 430.77 T.C� '` RIP RAP i 430.2 X. FIRE HYDRANT `\�� �� <, SPLASH PADS flC� 13 `j 8`. 7A 431 I6) ,430.5R F.G. O ) 431: T.C.`1 43 .40 T.C. ��O �� jI \\ 7 1 1.3` .S `43 0 32.3 F.G. 42. C 433 5 431. F. 42 50 F.L. 433 05, t ` ^ ry 432.8 1 . \ 43 .58 :C. \. 30.6 B.W. 98 .G 4 48 .C.15 Sa 433. T. 431 < 29 \ 2.151 F.G. 4p \ QFJ'}32 $0 T.G. \\�VAIp Fye - 4 32 . 6 . F \�� r 43. B.W. 1 � - 619 0 T.C. \\4 IA TCf, °31.40 T.G. 1.8Q F.G." 1 F28. 0. INV. CONCRETE MEDIAN DETAIL CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD DIRECTION Ct 130.00 84.35 37°10'29" 82.88 S21°17'05"E C2 32.50 51.06 90'00'45" 45.97 S84'51'58"E WALL X \ 8 433.5 T.W. 433.0 B.W. \ 2.93,T.C. ;--- \ 443' f ,, i 1 433.1`3 T.0 43 . 3 F.'G. \ �� t G. v C. , 434.4 T.C. !y 433.90 as r h b f 434.45* .C. 433.95 R,�. 19.11rFIN 11 109 SPACES AREAS: TOTAL SITE: 67,261 S.F. PLANTER AREA: 23,059 (34.2% OF TOTAL SITE) n le Copy -]U Q2�1� ' 00051 S��e Ylw +2ev+ew burr� r ---v resrn Q a 0 Z 0 0 M co I r� V O Lo z (�.. U) 0 �.J UJ W J LjL O LL � Q r Z J ~ o j Q_ U) W inLL W O 0 U) z O r O aC C) 0 Q a co T N 0 Q � V 8 0 Z ti _N co W w - w Q Z = - Uo _ a I� Z 0 °' W Z o0 M. w Z ;, w U w z V) Q O a V 0) In � SHEET 1 OF 2 0 0 0 M co I Lo 06 �"J 0 O 0 10 � r 0 J ~ o cz co T N 0 Q � V 8 0 Z ti _N co W w - w Q Z = - Uo _ a I� Z 0 °' W Z o0 M. w Z ;, w U w z V) Q O a V 0) In � SHEET 1 OF 2 0 . 10 0 0 cz <. CL NOTES: 1. TAX LOT 17-03-15-32-1000, 1800. THE SUBJECT SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED JUST EAST OF SPORTS WAY ON INTERNATIONAL WAY. 5. EXISTING IMPERVIOUS AREAS: TOTAL = 0 6. TOTAL AREA = 1.54 ACRES 7. SOIL TYPE: #75-MALABON SILTY CLAY LOAM. THIS SOLI TYPE TYPICALLY HAS GOOD HYDROLOGIC AND INFILTRATION CHARACTERISTICS. LEGEND BOUNDARY — SITE - -- EXISTING MAJOR CONTOUR AND ELEVATION f EXISTING MINOR CONTOUR ci of�O 2� o� P�\ EX. _8" W EXISTING ry EX. 8" S.S. ��� m 0 SANITARY SEWER AND SIZE — — — — — — — — EXISTING FLOOD ZONE BOUNDARY 12" S.D. �9l STORM DRAIN AND SIZE -------x x— o CHAIN LINK FENCE ui 8 0 EXISTING POWER POLE d Q F GAME FARM R . W. eo GAME FARM RD. DEADMOND ROAD EXISTING CURB INLET EXISTING TRAFFIC SIGNAL m BE TLINE 0 TRAFFIC SIGNAL BOX BLVD, EXISTING TRAFFIC SIGN COLONIAL HA H WE ICHOLAS c� WILLAKEN HUTTON D r, HAMPTON BERKSHIRE WINCHESTER w RE TON LP 0 ASF ING WARDS w SUS EX 3000 0 A 959 ROSF� 0 < z WAR IC POSTAL 9A NT w MAIL TNA OU cF REGENC < FACILITY MALLARD ELWlNG FLAMINGO 0 of 0 VICINITY MAP NO SCALE NOTES: 1. TAX LOT 17-03-15-32-1000, 1800. THE SUBJECT SITE IS LOCATED WITHIN THE WELLHEAD PROTECTION AREA. 3. THE SUBJECT SITE IS LOCATED OUTSIDE THE 100 YEAR FLOOD PLAIN. 4. THE NEAREST TRANSIT FACILITY IS LOCATED JUST EAST OF SPORTS WAY ON INTERNATIONAL WAY. 5. EXISTING IMPERVIOUS AREAS: TOTAL = 0 6. TOTAL AREA = 1.54 ACRES 7. SOIL TYPE: #75-MALABON SILTY CLAY LOAM. THIS SOLI TYPE TYPICALLY HAS GOOD HYDROLOGIC AND INFILTRATION CHARACTERISTICS. LEGEND EASEMENTS THE EASEMENT NUMERS LISTED BELOW COORESPOND TO THE EXCEPTION NUMBERS AS SHOWN IN THE PRELIMINARY TITLE REPORT PREPARED BY CASCADE TITLE CO., REPORT NO. 0297011 7A 7' PUBLIC UTILITY EASEMENT, COMMERCIAL PARK 7B 5' PUBLIC UTILITY EASEMENT, COMMERCIAL PARK 7 ' WIDE POWERLINE EASEMENT, BOOK 87 PAGE 281, BOOK 95 PAGE 469 ACCESS RESTRICTION, RECEPTION NO. 12940 i0 80' WIDE POWERLINE EASEMENT RECEPTION NO. 61869 1 i 20' WIDE ROADWAY EASEMENT RECEPTION NO. 72761 12 8' WIDE WATERLINE EASEMENT RECEPTION NO. 7355767 13 7' WIDE PUBLIC UTILITY EASEMENT RECEPTION NO. 8031956 i8 60' WIDE STATE OF OREGON EASEMENT RECEPTION NO. 58014 19 20' WIDE PUBLIC UTILITY EASEMENT RECEPTION NO. 9505650 20 10' WIDE CITY OF SPRINGFIELD ELECTRICAL EASEMENT RECEPTION NO. 2005-020609 22 10' WIDE CITY OF SPRINGFIELD ELECTRICAL EASEMENT RECEPTION NO. 2005-020609 FUTURE EASEMENT NOT INCLUDED IN TITLE REPORT O 10' WIDE NORTHWEST NATURAL GAS EASEMENT B 5' X 8' PRIVATE SIGN EASEMENT SCALE: 1" = 40' f ' ti f< tt 10 a S83'03'43" t C-0 $ N 1 if I 12 t� �I ,t t f i 8 t O f \ 7A , ti L.3:1 fr t �r /— EXISTING PROPERTY LINE TO BE ADJUSTED PROPOSED PROPERTY LINE AFTER ADJUSTMENT 78 % 4 co 214.17' ' 20 0 ' cy 22 F, �\ X. FIRE HYDRANT e� CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD DIRECTION C1 130.00 84.35 37°10'29" 82.88 S21'1 7'05"E C2 32.50 51.06 90'00'45" 45.97 S84'51'58"E Si Q [w) OCT M k�6R� Original i" alAff� C-2 VJ z 0 r� z 0 U 0 Z H U) x W b w a a a a. 0 0 Q W mQ w LL w a a W w C CL z z a U 0 a. Il U W --r LLL 0 0 c9 LL Z a. u_ ttW^ 0 VJ (0 U W 0 z w w z r V z W J U W." 0 0 � 1 U-) 06 co 0 9 O ti r° J i N 0 A A w� Uco _0 Z 0 ui MaZ w w V) L Uuj — co w W in w 1 R. W 0 SHEET 2 OF 2 BOUNDARY — CENTERLINE - -- EXISTING MAJOR CONTOUR AND ELEVATION f EXISTING MINOR CONTOUR —EX. 12 S. D. _ EXISTING STORM DRAIN AND SIZE EX. _8" W EXISTING WATER AND SIZE EX. 8" S.S. EXISTING SANITARY SEWER AND SIZE — — — — — — — — EXISTING FLOOD ZONE BOUNDARY 12" S.D. PROPOSED STORM DRAIN AND SIZE -------x x— EXISTING CHAIN LINK FENCE EXISTING STREET TREE EXISTING POWER POLE EXISTING VAULT eo EXISTING STREET LIGHT BOX EXISTING CURB INLET EXISTING TRAFFIC SIGNAL m EXISTING TRAFFIC SIGNAL BOX EXISTING TRAFFIC SIGN EASEMENTS THE EASEMENT NUMERS LISTED BELOW COORESPOND TO THE EXCEPTION NUMBERS AS SHOWN IN THE PRELIMINARY TITLE REPORT PREPARED BY CASCADE TITLE CO., REPORT NO. 0297011 7A 7' PUBLIC UTILITY EASEMENT, COMMERCIAL PARK 7B 5' PUBLIC UTILITY EASEMENT, COMMERCIAL PARK 7 ' WIDE POWERLINE EASEMENT, BOOK 87 PAGE 281, BOOK 95 PAGE 469 ACCESS RESTRICTION, RECEPTION NO. 12940 i0 80' WIDE POWERLINE EASEMENT RECEPTION NO. 61869 1 i 20' WIDE ROADWAY EASEMENT RECEPTION NO. 72761 12 8' WIDE WATERLINE EASEMENT RECEPTION NO. 7355767 13 7' WIDE PUBLIC UTILITY EASEMENT RECEPTION NO. 8031956 i8 60' WIDE STATE OF OREGON EASEMENT RECEPTION NO. 58014 19 20' WIDE PUBLIC UTILITY EASEMENT RECEPTION NO. 9505650 20 10' WIDE CITY OF SPRINGFIELD ELECTRICAL EASEMENT RECEPTION NO. 2005-020609 22 10' WIDE CITY OF SPRINGFIELD ELECTRICAL EASEMENT RECEPTION NO. 2005-020609 FUTURE EASEMENT NOT INCLUDED IN TITLE REPORT O 10' WIDE NORTHWEST NATURAL GAS EASEMENT B 5' X 8' PRIVATE SIGN EASEMENT SCALE: 1" = 40' f ' ti f< tt 10 a S83'03'43" t C-0 $ N 1 if I 12 t� �I ,t t f i 8 t O f \ 7A , ti L.3:1 fr t �r /— EXISTING PROPERTY LINE TO BE ADJUSTED PROPOSED PROPERTY LINE AFTER ADJUSTMENT 78 % 4 co 214.17' ' 20 0 ' cy 22 F, �\ X. FIRE HYDRANT e� CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD DIRECTION C1 130.00 84.35 37°10'29" 82.88 S21'1 7'05"E C2 32.50 51.06 90'00'45" 45.97 S84'51'58"E Si Q [w) OCT M k�6R� Original i" alAff� C-2 VJ z 0 r� z 0 U 0 Z H U) x W b w a a a a. 0 0 Q W mQ w LL w a a W w C CL z z a U 0 a. Il U W --r LLL 0 0 c9 LL Z a. u_ ttW^ 0 VJ (0 U W 0 z w w z r V z W J U W." 0 0 � 1 U-) 06 co 0 9 O ti r° J i N 0 A A w� Uco _0 Z 0 ui MaZ w w V) L Uuj — co w W in w 1 R. W 0 SHEET 2 OF 2 (D SITE T 9A P\ f af �0 ti ����P LL m w vo 2 O vJi o -k�� ui 6FL�/,y O GAME FARM RD. E F GAME FARM R W. DEADMOND ROAD BE TLINE 0 "'VD, COLONIAL HA H AVE ICHOLAS p WILLAKEN HUTTON > rq HAMPTON BERKSHIRE WINCHESTER w RE TON LP o ASF ING WARDS w SUS EX 3000 o A 9s9 R03 z WAR IC Q POSTAL O/vT g � MAIL 0 T NA OU ELWlNG REGENC < FACILITY MALLARD \ w \ FLAMINGO \ o \ VICINITY MAP NO SCALE EXISTING GROUND LINE TOP OF SWALE WITH JUTE EROSION BLANKET 24" TOPSOIL--/ —„,—,l, ,�,—,,, ,— _ mil--� 6” SANG VARIES NATIVE SOIL TEMPORARY AND PERMANENT SEED MIX AS FOLLOWS: 75-80 PERCENT TALL OR MEADOW FESCUE 10-15 PERCENT SEASIDE/COLONIAL BENTGRASS 5-10 PERCENT REDTOP 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE SWALE SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE SWALE SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-507.) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. SOAKAGECALTRE NCH DETAIL NO S EXISTING PAWM94T EXISTING PAVEMENT CONCRETE MEDIAN DETAIL NO SCALE CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD DIRECTION Cl 130.00 84.35 37°10'29" 82.88 S21'17'05"E C2 32.50 51.06 90'00'45" 45.97 S84'51'58"E X\ a - D 0 LL 0 <C W C 0 0co cc< z G J co _ _- >- 0 QW a Z 00' _ J Q o Q u -z_ LL Li. m a ' w t/3 0 U O O C O O r N M r w o O r 00 N z 1 o A A z � A w x U Q A U d d Q a - D 0 LL 0 <C W > Z Z w W 0 <C �- -' � Z w w a = U w z E— A> ` 0- 0 0 PARKING: PROF-, � � 109 SPACES � #182LO PE`" a," - AREAS: ON J TOTAL SITE: 67,261 S.F.ON� Y J. PLANTER AREA: 23,059 (34.2% OF TOTAL SITE) EXPIRES DEC. 31, 2017 SHEET 1 OF 1 0 0co z co wUJ w aLo Z _0o C� � > Z Z w W 0 <C �- -' � Z w w a = U w z E— A> ` 0- 0 0 PARKING: PROF-, � � 109 SPACES � #182LO PE`" a," - AREAS: ON J TOTAL SITE: 67,261 S.F.ON� Y J. PLANTER AREA: 23,059 (34.2% OF TOTAL SITE) EXPIRES DEC. 31, 2017 SHEET 1 OF 1 ate/ ' P GENERAL NOTES: L INSTALL NEW ELECTRICAL SERVICE; AND MAIN PANML. COORDINATE WITH SPRINGFIELD UTILITY BOARD (Sly) FOR LOCATIONS OF EQIIPMENT. 2. SERVICE 4 DISTRIBUTION EQUIPMENT SHALL BE FULLY RATED FOR AVAILABLE FA LT CMT. VERIFY WITH SUB THAT AVAILABLE FAULT SIT (AFC) DOES NOT EXCEED 22MO AMPS RMS AT PONT OF CONNECTIOK ANTICIPATED SERVICE IS 120/240V I-F14ASE 200 -AMP. 3 RWIS14 EXTERIOR ENCLOSURE FOR SERVICE METER, MAIN, POWER DISTRIBUTION PALL, AND SECURITY EQUIPMENT. 4. PROVIDE NEW L*WM ON POLES LUMMAIRMS SHALL BE FULL CUTOFF 0664N, AND ISACK-1-04T 3141ELD6 (131.6) 614ALL BE INSTALLED ON ALL PERIMETER L1,111NAIRM6. 5. PROVIDE L*WM CONTROLS TO COMPLY WITH OEESC OXNER DESIRES PHOTOCELL AND MOTION CONTROL AT EACH POLE. SPECIFY LUMINAIRE OPTION TO INCLUDE SENSOR AND MULTI-LEVEL CONTROL SETTINGS 2�6. VERIFY WITH UTILITY COMPANY T14AT STEEL LIGHT POLES MAY BE ERECTED UNDER OVERHEAD POIIER LINES. OBTAN PERI" 166ION F REQ'D, COMPLY WITH INSTALLATION POLICY, 4 PROVIDE SAFETY WATCH SERVICE DURING INSTALLATION. 1. COORDINATE WITH OWER FOR LW -POLE -MOUNTED SECURITY CAMERA RMQURE ENTS INSTALL i" CONDUIT TO EACH POLE FROM WP ENCLOSURE FOR CAMERA CABLING. CAMERAS, SECURITY EQUIPMENt, AND WIRELESS DEVICES PROVIDED BY OUSTER, KEYED NOTES: VERIFY MOulTM MAILS AND LOCATION. PROVIDE A SLAB BASE FOR THE ENCLOSURE. 2214W LIGHT POLES TO BE ATTACHED TO 36014W CONCRETE POLE BASES 2 Q3 REPLACE STREET-LICsW LUMINAIRE ON EXISTING POLE WITH LED -STYLE MEAD. CITY TO PROVIDE SPECIFICATION. 2 ENCLOSURE ESTIMATED SIZE 12"14 x 48V x IS"D. D k6i LUMINAIRE SCHEDULE TYPE MANF CATALOG NUMBER VOLTS WATTS I LANDS NOTES AIS CREE ARE EHO-IS-HV 12 -E -UL -BZ -1000 -40K -ML 120-277 421 LED 740, 36230 LM POLE LT, TYPE I SHORT DIST, BRONZE, STEP -Dm A2SB CREE ARE EHO-2SB-HV 12 -E -UL -BZ -1000 -40K -ML 120-277 421 LED 740, 26083 LM POLE LT, TYPE 2 SHORT DIST W/BLS, BRONZE, STEP -DIM A3MB CREE ARE EHO-3MB-HV-12-E-UL-BZ 1000 -40K -ML 120-277 421 LED 740, 21499 LM POLE LT, TYPE 3 MEDIUM DIST WIBLS, BRONZE, STEP -DIM A6S CREE ARE EHO-SS-HV 12 -E -UL -BZ 1000 -40K -ML 120-277 421 LED 740, 35832 LM POLE LT, TYPE 6 SHORT DIST, BRONZE, STEP -DIM AXA CREE XA BRDSPKXAK12 - - BIRD SPIKES, FIELD INSTALLED ACCESSORY APS CREE PS4S22C - - 22' POLE 4" SQUARE 114" STEEL, EPA RATED 6.6 @ 100 MPH S AEL ATB2-40BLEDE70-MVOLT R3 -NL -P7 120-277 91 LED 740, 11160 LM STREET POLE LT, TYPE 3 ROADWAY DIST, GREY S ACUITY REN127-DVI-0 120-277 1.6 WIRELESS REMOTE CONTROL WIDIAGNOSTICS LUMINAIRE SCHEDULE SCALE: NONE PROJECT NUMBER CHECK BY 65874 A. Gibbs DESIGN BY DRAWN BY E. Davis A. Gibbs DESIGN DATE Sep 14, 2016 REVISIONS 0 09/30/16 1 10/07/16 2 10/31/16 PRELIM LAYOUT SITE PLAN REVIEW CITY COMMENTS Rowell Brokaw Architects, P.C. One East Broadway, Suite 300 Eugene, Oregon 97401 Voice (541) 485-1043 Fax (541) 485-7344 www.rowelibrokaw.com ec ELECTRICAL CONSTRUCTION CO. 92758 Old Hwy 34 S.E. P.OAOx 925, ARMY, OR 97321 PHOW ("1) 928-4286 FAX I541 928-4288 •• _"'f - ANY ' ' • ;� ANY 118E OF THESE PLANS WITHOUT THE EXPO WRITTEN PERMISSION OF EC COMPANY MI STRICTLY PROHIBITED. PROJECT Roseburg Forest Products Co. 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