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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/10/2021'V STREET - --- - -------------------------- -------------------------------- ------------- - I I — 8'-O" 10_0. 10'-0" 10'-0" 72-0 616-0 16 O" 72' 0"9— O" 32-0 4-05-0 42 -vsa (8)09-0 " (a) L, 9-0" 8) 0 9'-0" s) 9'-0" AMPHITHEATER (SLOPING LAWN) COVER ED F L A T W O P 1 COVERED 3 B Q ARE F GARAGE I'eeeeeeee I � I W N W Q 6' O. � I vea 10 0" 32-0 72-0 1( (8)0,3-0 1 1 1 I O I I n elUJILL e � I I Ir W� �_ O (D VIGINITY I"IAP SGALE: 1" =100' I• 18,_0 k98-0 9' 611-01 18,_0 11, 0.. 69-1:618-0 9' I - -H ! ...S..T,F.M P r o p o e e d 1 Northwood Ghristion G h u r o h I �\ O P O S E D D E T EE P 0 N D !P VING SLOUGH_ ------- (Future Church Building) 4) SITE FLAN SCALE: 1" = 30' III 9r4mW.6mr-1QmW191I BUILDING AREA 46,460 SQ FT PRIMARY ASSEMBLY 10,130 SQ FT ALL OTHERS 36,360 SQ FT NUMBER OF REQ. SPACES 234>227 PRIMARY ASSEMBLY 1100 101 ALL OTHERS 1200 182 TOTAL 283 ALLOWABLE REDUCTION 20% -56 (PER SDC 4.6-11O(L)) 10,130 SQ FT NET REQUIRED 227 ACTUAL NUMBER PROVIDED 234>227 REVIEW G�3'd.IK�IGbLY.XI/�s7.��i6K' BUILDING AREA 4Q460 SQ FT PRIMARY ASSEMBLY 10,130 SQ FT ALL OTHERS 36,360 SQ FT NUMBER OF REQ. SPACES APPROX. 438 FT X 120 SEATS SANCTUARY 35 (700 SEATS PROPOSED) Street ALL SHORT TERM 38,250 SQ FT (505' OF SPACES OVER 10 GARAGE MUST BE SHELTERED PER (<1%) SDC 4.6-145-D =13 SPACES) 97,031 SQ FT TOTAL PROVIDED 36=36 SHELTERED 16 >13 III I I• MONUMENT SIGN TO CONFORM TO �j PROPOSE D DETENTION POND i Q6)ANGLED 11 AREAS AND COVERAGES 380 Gncoln Street ENTIRE STE AREA 355,100 SQ FT (100%) �borsouth.mm APPROX. 438 FT X 888 FT BUILDING COVERAGE Marcola Road & V Street MAIN FACILITY 38,250 SQ FT (11%) GARAGE 1,730 SQ FT (<1%) PARKINGAREAS 97,031 SQ FT (27%) SIDEWA_KS/PATIOS 11,843 SQ FT (3%) PLAYGROUND 3,455 SQ FT P") AMPHrrHEATER 7,587 SQ FT (2%) PICNIC AREA 3,240 SQ FT nq) OPEN SPACE 191,168 SQ FT (54%) AREAS AND COVERAGES OF0 ENTIRE STE AREA 355,100 SQ FT (100%) BUILDING COVERAGE 38,250 SQ FT (11%) IMPERVIOUS AREAS 108,874 SQ FT (31%) PERVIOUS AREAS 206,263 SQ FT (58%) "ARCOLA ROAD � V STREET, SPRINGFIELD, OR 17-03-25-11-02300 LTD BUS STOP SHEET INDEX A01 SITE PLAN A02 FIRST FLOOR PIAN A03 SECOND FLOOR PLAN A04 EAST e SOUTH ELEVATIONS A05 NORTH e WEST ELEVATIONS L100 GONGEP LJAL PLANTING PLAN I The Satre Group E01 SITE LIGHTING I Builder's Electric, Inc. Cl SITE ASSESSMENT PLAN I Favreau Group G2 GRADING PLAN I Favreau Group G3 UTILITY PLAN Favreau Group G4 GIVIL DETALS Favreau Group 380 Gncoln Street Eugene, Oregon 97401 Phone:541-344-3332 F. 541-344-1597 �borsouth.mm PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX SITE PLAN JOB NO 0520 DATE 04 August 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Dan REVISION �p OF0 MEMBERS OP THE AMERICAN INSTITUTE OF ARCHITECTS SHEETNO A01 ® Aabo� Swrh A�ch:zcwa, 05 oszo 1111 1111 1111 1111 1111 1111 1111 1111 ,� 040� GONFERENGE/ (dADULT GLA555 �� ADULT GLA55 FELLOWSHIP HALL s�v ar FIRST FLOOR PLAN SGALE: 1/100" = 1'-0" EXEG. I I I I Eugene, O.gon 97401 Phone:541-344-3332 F.:541-344-1597 waw.azboasouth.com PROJECT 11 � Christian Church Marcola Road & V MAIN Springfield, OR c ---GOVERED PLAN -- 0520 DATE ENTRY DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. -, Dan STAIRS FOYER SOUND LOCK n n Iii sscuarrc ii moan n �nHrroaw� an G g'm nuoo / vrosc ueu�r TODDLER NURSERY RL s ro sroa PRE -K GLA sraRs ��° T a� ELEV. �l " - I mon � JULIE s' a'.o� vLn. zo He 5OU7 N EXIT ELEMENTARY L ?ERFRANGE AREA Asroa �e eX1 GREEN ROOM 111G" �I11���� 1111■■■ i ��1111 NONE No ������ ��•�� MENOMO■■■■ �������� � ��� 1111■■■■ 1�� � ��.�1� •���•��•���♦ •� •1111■■• 1• ♦� 1��� �.1 PLATFORM MU51G rMMEE)A 0 l_LJ_LJ_1J_I PRE -K GLA55-�,, �m RUG FENGED PLAYGOUND 10 380 Lincoln Ste t Eugene, O.gon 97401 Phone:541-344-3332 F.:541-344-1597 waw.azboasouth.com PROJECT 11 � Christian Church Marcola Road & V Street Springfield, OR INDEX FIRST FLOOR PLAN JOB NO 0520 DATE 13 July 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Dan REVISION �p Ila �• 4 .. y MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A02 r`II� NoaxhuoodC an,Chua -"I eX1 GREEN ROOM 111G" �I11���� 1111■■■ i ��1111 NONE No ������ ��•�� MENOMO■■■■ �������� � ��� 1111■■■■ 1�� � ��.�1� •���•��•���♦ •� •1111■■• 1• ♦� 1��� �.1 PLATFORM MU51G rMMEE)A 0 l_LJ_LJ_1J_I PRE -K GLA55-�,, �m RUG FENGED PLAYGOUND 10 380 Lincoln Ste t Eugene, O.gon 97401 Phone:541-344-3332 F.:541-344-1597 waw.azboasouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX FIRST FLOOR PLAN JOB NO 0520 DATE 13 July 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Dan REVISION �p �• 4 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A02 ®luboSoueA Aaehrcecn�S PC NoaxhuoodC an,Chua -"I SECOND FLOOR PLAN l 1/1(0" SGALE: 1/10'' = 1'-0' 10 380 Lincoln Ste t Eugene, O.gon 97401 Phoce: 541-344-3332 F.:541-344-1597 waw.azboasouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX SECOND FLOOR PLAN JOB NO 0520 DATE 13 July 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Dan REVISION p 00 �• 4 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A03 C �ro ueh AachrcecnuS PC Noaxhuood Chn,e Chu -0520 GOLUMV SASE AND RA15ED PLANTER EAST E L E V A T I O N SCALE: 3/32" = 1'-O" w..yr r...... FROM SANCTUARY WOOD 511ANO BALCONY SOUTH E L E V A T I O N SGALE: 3/32" = 1'-0" 79 ZAPET 'LATE :.F.E. TYP. Y SHIP 'LATE .F.E. NP. 0 380 Li ..1. Ste t Eugene, O.gon 97401 Phoce: 541-344-3332 F.:541-344-1597 waw.azboasouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX EAST & SOUTH ELEVATIONS JOB NO 0520 DATE 26 April 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Dan REVISION ILT HILL D. L 00 OF 0 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A04 CAS ro ueh Aa ircec PC Noaxhuood Chn,r Chug -0520 WEST E L E V A T I O N SGALE: 3/32" = 1'-0" NORTH ELEVATION SGALE: 3/32" = 1'-0" +59'-7T.O. 5ANOTUARY ROOF +30-10' T.O. FELLOWSHIP HALL 200F +27'-O" TO, �A2A�E7 +15'-O' T.O. PARAPET +13'-0" UPPER FI -002 F.F.E. +9-0" WDW HEADER TY�. Y 0 z0 MAIN FLOOR F.F.E. SIDING SL SIDING i 380 Lincoln Ste t Eugene, O.gon 97401 Phoce: 541-344-3332 F.:541-344-1597 waw.azboasouth.com PROJECT Northwood Christian Church Marcola Road & V Street Springfield, OR INDEX NORTH & WEST ELEVATIONS JOB NO 0520 DATE 26 April 2021 DRAWN BY Bill, Chelsey, Jordan, Steve, Ryan W. CHECKED BY Dan REVISION ILT HILL kD.00 OF 0 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHEET NO A05 CAS ro ueh Aa ircec PC Noaxhuood Chn,r Chug -0520 2 a r � I o Ix � LOT 1400 MAP 17.03.25AA IIII I I�� �I I I / III / V STREET - cPa • / mal / ---- --- - --- / ' SOIL 75 I / I _ 11 WELLHEAD 4DNE 5 I / ' I I I ' i T \ WELLHEAD ZONE 10 / i I I ,,xSAN MH�� � I WELLHEAD ZONE 2 / RIM: 467.87 / / IE IN: 45888 (12-112 / I I WELLHEAD ZONE / IE 458.07 (12'5) , I L —� \may---� q / 5 --- -- - / 4 I I 6 / I / I I o h I I 0 of of I I m 23RD STREET / EASEMENT NOTES 20' PUBLIC SANITARY SEWER EASEMENT PER DOC. NO. 61-50778 20 13.00' DRAINAGE EASEMENT PER PLAT OF "AUSTIN PARK SOUTH" 30 7.00' SANITARY SEWER EASEMENT PER DOC. NO. 89-11838 ® 7.00' PUBLIC UTILITY EASEMENT PER PLAT OF "LOCH LOMOND TERRACE FIRST ADDITION" 50 13.20' SANITARY SEWER EASEMENT PER REEL 1564 DOC. NO. 89-11838 © 13.00' DRAINAGE EASEMENT PER PLAT OF "NICOLE PARK" 70 14.00' WATERLINE EASEMENT PER REEL 1755 INSTR. NO. 92-20133 ® 8.00' PUBLIC UTILITY EASEMENT PER PLAT OF "NICOLE PARK" 90 15.00' PUBLIC WATER EASEMENT PER DOC. N0. 2009-031683 DO 14.00' SANITARY SEWER EASEMENT PER REEL 1935 INSTR. NO. 94-21981 Ol 10.00' X 30.00' SIGN EASEMENT PER DOC. NO. 94-29763 02 20.00' PUBLIC WATER EASEMENT PER DOC. NO. 2009-031683 �'9, 1 -469— 469 I I EX SAN MH RIM: 469.34 IE IN:Ab7.3 I EX SAN MH -- \ I U I 48225 (1 I � I TAX LOT 10000 I II IE WL 462.15 (8-W) DRIVEWAY / Lu LEGEND UJ EXISTING MAJOR CONTOUR AND ELEVATION — —468— — EXISTING MINOR CONTOUR AND ELEVATION _ _ _EX. S.D. _ _ EXISTING STORM DRAIN EX. 8" W.W. w EXISTING WASTE WATER AND SIZE 2 a r � I o Ix � LOT 1400 MAP 17.03.25AA IIII I I�� �I I I / III / V STREET - cPa • / mal / ---- --- - --- / ' SOIL 75 I / I _ 11 WELLHEAD 4DNE 5 I / ' I I I ' i T \ WELLHEAD ZONE 10 / i I I ,,xSAN MH�� � I WELLHEAD ZONE 2 / RIM: 467.87 / / IE IN: 45888 (12-112 / I I WELLHEAD ZONE / IE 458.07 (12'5) , I L —� \may---� q / 5 --- -- - / 4 I I 6 / I / I I o h I I 0 of of I I m 23RD STREET / EASEMENT NOTES 20' PUBLIC SANITARY SEWER EASEMENT PER DOC. NO. 61-50778 20 13.00' DRAINAGE EASEMENT PER PLAT OF "AUSTIN PARK SOUTH" 30 7.00' SANITARY SEWER EASEMENT PER DOC. NO. 89-11838 ® 7.00' PUBLIC UTILITY EASEMENT PER PLAT OF "LOCH LOMOND TERRACE FIRST ADDITION" 50 13.20' SANITARY SEWER EASEMENT PER REEL 1564 DOC. NO. 89-11838 © 13.00' DRAINAGE EASEMENT PER PLAT OF "NICOLE PARK" 70 14.00' WATERLINE EASEMENT PER REEL 1755 INSTR. NO. 92-20133 ® 8.00' PUBLIC UTILITY EASEMENT PER PLAT OF "NICOLE PARK" 90 15.00' PUBLIC WATER EASEMENT PER DOC. N0. 2009-031683 DO 14.00' SANITARY SEWER EASEMENT PER REEL 1935 INSTR. NO. 94-21981 Ol 10.00' X 30.00' SIGN EASEMENT PER DOC. NO. 94-29763 02 20.00' PUBLIC WATER EASEMENT PER DOC. NO. 2009-031683 �'9, 1 -469— 469 I I EX SAN MH RIM: 469.34 IE IN:Ab7.3 I EX SAN MH II I I U I 48225 (1 I � I TAX LOT 10000 I II IE WL 462.15 (8-W) DRIVEWAY / Lu LEGEND UJ EXISTING MAJOR CONTOUR AND ELEVATION — —468— — EXISTING MINOR CONTOUR AND ELEVATION _ _ _EX. S.D. _ _ EXISTING STORM DRAIN EX. 8" W.W. w EXISTING WASTE WATER AND SIZE EX. 8" W $ v EXISTING WATER LINE AND SIZE U) EXISTING TIME OF TRAVEL LINES - - - - - - - - - EXISTING SOIL LINE U) > EXISTING FIRE HYDRANT it EXISTING STREET LIGHT Q EXISTING WASTEWATER MANHOLE 1 EXISTING STORM DRAIN MANHOLE Lu Y P.U.E. PUBLIC UTILITY EASEMENT 0 EXISTING EVERGREEN TREE EXISTING CONIFER TREE TAX LOT 1800 TAX MAP 17.0325AC I�I I I I I 11 EX SAN MH II I RIM: 468.81 IE IN: 48225 (1 IE IN: 462.04 (8-E) ""CONRRMEO TO BE LOWER THAN OUP" IE WL 462.15 (8-W) I�I I I I I 11 -' , TAX LOT 800 / TAX MAP 17.03.25AD •. II I 1 I it II/� I I /I I I I -' , TAX LOT 800 / TAX MAP 17.03.25AD •. _ z U d 2 •. Q 10N11E7E , z U DRIVEWAY / Lu W UJ O J Z + Z C/) O w N O N Lu O $ v / U) III b STM CI RIM: 467.24 IE U) > 0 it / IN: 46206 (24•E) IE OUT: Q � M W / 46203 (24N Lu Y m F_ TAX LOT 901 ~ o / TAX MAP 17.03.25AD U) O O 3 TAX MAP 17.0125AC !i SOIL 76 Q p EX C � I I I •. Q Ln ii ',i � ! / I cel o U W UJ O ZO + Z EX STM N O N . RIM: 466.96 R $ v 461.06 (36'E) m w IE OUT: 461.05 (3VW) Q LLJ O TAX LOT 1300 � M W a 2 .I . � W m F_ CL X Q I..,., .I I Q a TAX MAP 17.0125AC !i SOIL 76 Q p EX C � I I N I'�I Ijl 'I TAX LOT 1000 S466'04 0 EX STREET LIGHT (T1P) TAX MAP 17,0325AD I'I 3 O IE IN: 460.24 (36'E) a I I m 0 a 0 IE WL 460.14 (311 I I EX STM CI RIM: 466.39 IE IN: 461.39 (24'E) w p II SUMP: 457.54 IE OUT: 461.37 (24'W) y SUMP: 461.24 TAX LOT 1200 U _ WELLHEAD ZONE 1 I .• II I TAX MAP 17.03.25AC I m ii0 � I z III I TAX LOT 1100 0 TAX MAP 17.0125AD EX STM MH RIM: 466.24 it I IE IN: 459.01 (60"N) IE IN: 461.12 (24°E) IE OUT: 458.30 (60 W) �NYJ.FP EXPIRES DEC. 31, 2021 SHEET 1 OF 4 Z Q U W UJ O ZO + Z Um W R $ v Z0 m w Q LLJ U) TAX LOT 1300 � M W a 2 U � W m F_ W .I I a TAX MAP 17.0125AC p EX C S466'04 IE IN: 460.24 (36'E) IE WL 460.14 (311 II SUMP: 457.54 TAX LOT 1200 I .• II I TAX MAP 17.03.25AC I m � I 0 �NYJ.FP EXPIRES DEC. 31, 2021 SHEET 1 OF 4 Z Q U W UJ LV a Q Z Um W (7 $ v Z0 m w Q LLJ o0 n LZ Cw w W � M W a 2 U � W m F_ a a �NYJ.FP EXPIRES DEC. 31, 2021 SHEET 1 OF 4 470.76 TO 470.36 TO 470.26 FL 469.85 E \ 470.82 TO 4' 105 TC \ I a I 470.32 FS 47 55 fiC a o 55 F 769+cc 47 Ds xs 1 471.14 TC 47f 13 C 470.58 TC 470.64 FS 4]0.63 FS 470.08 FS 745- 4 J 4]1.80 TC471 01 TC 471.78 TO 51 I I 471.30 FS 871,28 FS FS v 47221 TC 4 t TO 471 4]0tb N 7.32 471.711 FS aTo 60 FS - �- - - 47212 TO • 471.49 TO •• 471.62 FS 470 99 FS ' Jb 759- 759-W-4 2 472.27 FS NRF o '^ < • 4]V7 FS NRF t - O 7 9-W-4 A VIII Pi LAWO TM C SEE ARCHITECT PLANS FOR RETAINING WALL DETAILS LOT 1400 Iili II I i•' 467.51 NRF ISEE ARCHITECT PLANS y \ / FOR STAGE Y W DETAILS 470.FS NRF •'� 7 4 I F T -�- 4fi]45 . TURF T SEE ARCHITECT PLANS FOR RETAINING WALL DETAILS 40 I,- IIII I 469.24 FF II E% SAN MH RIM: 467.87 oI \ IE IN: 45&OB (12"N) IE OUT: 458.07 (12"S) 469.24 FF-,' O 0' 4 4 - - - - - I i l I5 6 I x � <?s ¢ a x x o 23RD STREET GRADING CONSTRUCTION NOTES 745-A2-4 CONSTRUCT 4" LEVEL 2, 1/2" DENSE ACP OVER 12" CRUSHED ROCK 759-C CONSTRUCT STANDARD CURB 759 -CG CONSTRUCT STANDARD CURB AND GUTTER 759 -C -VH CONSTRUCT VARIABLE HEIGHT CURB FROM 0"-6" OVER 1', BEGINNING AT BACK OF WALK 759-DWY CONSTRUCT CONCRETE DRIVEWAY 759 -BRIDGE SEE ARCHITECT PLANS FOR PEDESTRIAN BRIDGE DETAILS 759 -SC SAWCUTTING 759 -VG CONSTRUCT CONCRETE VALLEY GUTTER 759-W-4 CONSTRUCT 4" CONCRETE SIDEWALK OVER 2" CRUSHED ROCK. SEE ARCHITECT PLANS 759-CONC-6 CONSTRUCT 6" THICK CONCRETE OVER 10" CRUSHED ROCK 1050 -FENCE CONSTRUCT 6' HIGH CHAINLINK FENCE 1050 -GATE CONSTRUCT 4' WIDE CHAINLINK GATE 469.68 TC 4fi937 TC - 469.18 FL lil ISI 469.63 TC FS 469. 7 TC TS 1 759-DWY 469.42 TO 468.92 FL 745-A2-4 PROPOSED 4fi9.84 TC 467.01 F 468.96 FS : 46 83 C ZF -� 4fi9.34 FS ---- 46 33 FL1 ION POND\ 46876 Ti; / . 471.07 HTC 469.55 C 'G84 iC' '468126 p 469.57'FS 469.05 1167.97 R1 464 FL 1 469. 2 T 759- G 469.98 TC 3 v 470.10 TC 469.E TC 468 2 FS 46911 TO 468.48 FS 775 TO 46 88 TO 7-7-7-7-7 _9I .38 FS 467.6 469.60 FS 469.37 FSI 968 61 FS 469.07 TO J 470.05 TCI 469.87 TC T' �� 468.57 FS U a 47026 TO gfi9.55 F fig. SE 469.37 FS 69.61 TO In / 459.7q FS N Q 469 56 TO a z O 4fi9.81 C 911 469.06 Ff � M 470. 4 TO 469.31 FS 759�C 469.5 TC✓ 49 H4 F5 I J 88 469.E F CL x Q Q 47064 TO " 'I ; 470.14 FS 46975 CR.... TO 46478 TO x 469.25 1 69.28 FS 1469.28 FS 470.09 TC � N i 469.59 FS:> 9.79 _ 59-W-4 i 4fi929 5 75 469.59 TO -- 469.5 .: i.S';`' ': 7' 469.09 FS - - - _ 469.0' F � -"" �"- 4 0 TC •. - � � v yam. � I 9 TC . U w U w x • ." ! �:�.: - 6� ....' 469.48 TC 0 U ]).`;:•:l �. .. e' r 468.98 FS `:•'R.}r. H FS _ - 469.87 TO .• }r _-_ -- r • ` ` •. 469.37 FS II - :�. 469.001FS q69. 468. 2 FS ?,�� 470.45 TW a 468.•" 469.78 TC 467.45 NRF :... I i- 46 4 TO 46428 FS 1 --- 70.45 FS 75 -C >> 1 G.•. :.. 69.2 T - _-- _ --759 +�' i - 68.7 -F8 -L--- `�:^�•'`,••y. 469.49 TO W-4 7 9_C i v? -'y 468.99 FS 1 �•46 .09 TC _---75 VG 69. 68.94.F5 •. .r., F IN S 46 TO 759 -W-4 \ FS V STREET PROPOSED NORTHWOOD CHRISTIAN CHURCH 46,460 SF FF=470.20 FF 469.34 FF 468.98 FS 4ti8./J 5+off 745-A2-4 PROPOSED 4fi9.84 TC 467.01 F 468.96 FS : TAX MAP 17.0125AD .5P TO i",1,466188 -� 4fi9.34 FS I ION POND\ DETENTION PO / 468. 469.3 _j Z p J w o p 464 FL 1 PRO 759 -CG 3 v ETENTION Ziw 775 TO 46 88 TO 7-7-7-7-7 _9I .38 FS 467.6 467.69 TC L iC 467'1�- \ 1050 -FENCE - _ 759 -BRIDGE - - - � S`-WA7ER E% SAN MH - _ - - 467AD TO .5 RIM: 469.34 f I 01 45 . •s) 46814 TO / I 467.74 FS 7 I 9 WIVE lUpp _ I I I I rn n 9-W-4 II I L I ------__"T2�D x 8 4§7:74 FS Iilil - 467.14 FS EX SAN MH RIM: 46&81 IE IN: 46225 (6"11) IE IN: 46204 (8"E) Ij "CONRRMED TO BE LOWER THAN OUT" IE Wi 46215 (8"W) TAX LOT 10000 I II I ,n TAX LOT 1800 TAX MAP 17.0315AB I I I I I 10" PVC TAX MAP 17.03.25AC M I ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL POTHOLE VERIFY ALL JOIN CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 19 F UR11RDI ny=111P FS FS 46677 FS PROPOSED 46].81 FS4 IX STM Cl RIM: 467.24 IE 745-A2-4 467.51 T TO '', 467.01 F F5 759 -,CG 46T38' TAX MAP 17.0125AD .5P TO i",1,466188 I ION POND\ z a = VE d (D _j Z O J w o p 1 PRO OSED 3 v ETENTION Ziw 775 TO 46 88 TO 7-7-7-7-7 _9I .38 FS 467.6 467.69 TC L iC 467'1�- •L � TAX LOT 800 TAX MAP 17.03.25AD EONCRETF DI, IW MA GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. EX STM CI RIM: 466.96 IE IN: 461.08 (361E) IE OUT: 461.06 (36°W) TAX LOT 1000 EX STREET UGHT (T1v) TAX MAP 17.03.25AD 1 IE IN: 461.39 (24`E) HE OUT: 461.37 (24`W) SUMP: 461.24 1- l TAX LOT 1100 TAX MAP 17.03.25AD - E% STM MH EMM: 466.24 IE IN: 459.01 (60'N) IE IN: 461.12 (24•E) IE WL 45&30 (60•W) TAX LOT 1300 TAX MAP 17.03.25AC E% STM Cl RIM: 466.04 IE IN: 460.24 (36"E) IE OUT: 460.14 (36"W) SUMP: 457.54 TAX LOT 1200 TAX MAP 17.03.25AC IX STM Cl RIM: 467.24 IE IN: 46206 (24•E) IE OUT: Z 46213 (24"{'1) TAX LOT 901 Q TAX MAP 17.0125AD I I C� z a = U GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. EX STM CI RIM: 466.96 IE IN: 461.08 (361E) IE OUT: 461.06 (36°W) TAX LOT 1000 EX STREET UGHT (T1v) TAX MAP 17.03.25AD 1 IE IN: 461.39 (24`E) HE OUT: 461.37 (24`W) SUMP: 461.24 1- l TAX LOT 1100 TAX MAP 17.03.25AD - E% STM MH EMM: 466.24 IE IN: 459.01 (60'N) IE IN: 461.12 (24•E) IE WL 45&30 (60•W) TAX LOT 1300 TAX MAP 17.03.25AC E% STM Cl RIM: 466.04 IE IN: 460.24 (36"E) IE OUT: 460.14 (36"W) SUMP: 457.54 TAX LOT 1200 TAX MAP 17.03.25AC O O K fn w W U Z Q C� z a = U d (D _j Z O J w o p Z w W C9 3 v U) Y Ziw m 3 Or O Q LL J 0 Cw U a M ME a 2 In F_ N Q a z O a � M O N IF- __ O J CL x Q Q x Q � N I O 3 a I F O � 0 a 0 w O � z � 6 a ¢ U w U w x 0 U O Z O O K fn w W J. F P EXPIRES DEC. 31, 2021 SHEET 2 OF 4 Z Q C� W LU W a QZ c=in W C9 3 v Ziw m W Q LL J o0 n UL Cw M ME a 2 00 F_ a z a J. F P EXPIRES DEC. 31, 2021 SHEET 2 OF 4 I!illlllll I RIM: 468.81 IE IN: 452.25 (6111) IS IN: 462.04 (8'E) '"CONFIRMED TO BE LOWER THAN WP• IE OUT. 462.15 (8•W) C� W i LV ` + - Q Z 2 1 A. •. 466.41 IE 470- �90WPHP 466.43 IF m \� \ ,- '. -: - o0 n UL 470 -CB > M W It 2 ---- (7 W F- III z a U a cDNCRETE � N DRIVEWAY ral I 4 WM-T ~ / • 449 SI -6 X470 44531 6 t �9` I CO 6 466401Eif • X Z ¢ x ;:y AMP�HIpTF{uAiER S1 8 466.421E z T- / yu-S7-8 16.361E < 478 IEr_ ------ 470-W-6 =- -AD -125.83 1fi5. IE LOT 1400 I'I '� 4459,-8 - I i 445-W-2 ~ 470 -CB AAP 17.0325AA � I 46s.7s IE > •'... 470 -AD -12 "..Q a45st 6 / a� I I LL .:.:>' : I I 462.03 (24'W) '1 �'1 :.. .. r '445-•- - / TAX LOT 901 J 0 C9 Q --�"`.... _:-.-x• .464.981E F > z -- / 445-51-8 �/ � 165.74 1E t.. •..:: �: u;.,...,, -_^. � 470 -AD 12 p ; 49 -CP tt 165921E 44 c "" _.•� , 470 CO 470 -BF -8 t 445 51-8 ' III ` I 166.101E E% SAN MH 470 -CO -6 0 le�m 445-W 2" : oF.. r 445-5 -6 'PoM: o 167.87 N AgFA I- nIE IN: 458.08 (12•N) _ 445 -SI -10 o ¢ IE OUT. 458. ( ) 07 72'3 8 465.80 ¢ r � i-4Fi yl--- --- 465.601E 4 P.6 -- I E`_WMTER � om om I I ; I III II N r O n OM N I I 7 I ¢¢ Q F 4 ris O d o � r � ¢ F x x x 61- 23RD STREET I i IE I UTILITY CONSTRUCTION NOTES 445-51-6 INSTALL 6" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-51-8 INSTALL 8" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-51-10 INSTALL 10" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-52-10 INSTALL 10" STORM PIPE, PVC D3034, CLASS "B' BACKFILL 445-52-12 INSTALL 12" STORM PIPE, PVC D3034, CLASS "B" BACKFILL 445-W-2 INSTALL 2" WATER PIPE, PVC, CLASS "B" BACKFILL 445-Wi-6 INSTALL 6" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL 470 -AD -12 INSTALL 12" AREA DRAIN 470 -BF -8 INSTALL 8" BACKFLOW PREVENTER 470 -CB INSTALL OIL/WATER SEPARATOR INLET PER DETAIL HEREON 470 -CO -6 INSTALL 6" CLEANOUT 470-P01 INSTALL RIP RAP SPILLWAY PER DETAIL ON SHEET 4 470 -RR -6 INSTALL 5' X 5' X 1' RIP RAP APRON, 6" OPEN ROCK 470 -RR -12 INSTALL 5' X 5' X 1' RIP RAP APRON, 12" OPEN ROCK 470-WM-2 INSTALL 2" WATER METER. SUB WATER TO CONFIRM METER LOCATION. 490 -PH POTHOLE AND VERIFY EXISTING UTILITY DEPTH AND LOCATION PRIOR TO CONSTRUCTION 490 -CP CONNECT TO EXISTING PIPE 490 -ST CONNECT TO EXISTING STRUCTURE 490 -W -CP CONNECT TO EXISTING WATER LINE E% SAN MH PoM: 469.34 J TION PROPOSED NORTHWOOD CHRISTIAN CHURCH 46,460 SF FF=470.20 Nll pqp � 470 -CB �- 647.541E EX SAN MH RIM: 468.81 IE IN: 452.25 (6111) IS IN: 462.04 (8'E) '"CONFIRMED TO BE LOWER THAN WP• IE OUT. 462.15 (8•W) C� W i LV a Q Z 2 A. Z 0 m w Q LLJ o0 n UL _ > M W It 2 ---- (7 W F- III z a U a cDNCRETE � N DRIVEWAY I ~ / • r t �9` I 470 -AD -12 465.88 IE • X Z ¢ x ;:y AMP�HIpTF{uAiER z T- I � ' < 478 IEr_ ------ =- -AD -125.83 1fi5. IE LOT 1400 I'I '� 4459,-8 - I i ~ 470 -CB AAP 17.0325AA � I 46s.7s IE > •'... 470 -AD -12 "..Q a45st 6 O I LL .:.:>' : / 445-51-8 �/ � 165.74 1E t.. •..:: �: u;.,...,, -_^. � 470 -AD 12 p ; 49 -CP tt 165921E 44 c "" _.•� , 470 CO 470 -BF -8 t 445 51-8 ' III ` I 166.101E E% SAN MH 470 -CO -6 0 le�m 445-W 2" : oF.. r 445-5 -6 'PoM: o 167.87 N AgFA I- nIE IN: 458.08 (12•N) _ 445 -SI -10 o ¢ IE OUT. 458. ( ) 07 72'3 8 465.80 ¢ r � i-4Fi yl--- --- 465.601E 4 P.6 -- I E`_WMTER � om om I I ; I III II N r O n OM N I I 7 I ¢¢ Q F 4 ris O d o � r � ¢ F x x x 61- 23RD STREET I i IE I UTILITY CONSTRUCTION NOTES 445-51-6 INSTALL 6" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-51-8 INSTALL 8" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-51-10 INSTALL 10" STORM PIPE, PVC C900, CLASS "B" BACKFILL 445-52-10 INSTALL 10" STORM PIPE, PVC D3034, CLASS "B' BACKFILL 445-52-12 INSTALL 12" STORM PIPE, PVC D3034, CLASS "B" BACKFILL 445-W-2 INSTALL 2" WATER PIPE, PVC, CLASS "B" BACKFILL 445-Wi-6 INSTALL 6" WASTEWATER PIPE, PVC D3034, CLASS "B" BACKFILL 470 -AD -12 INSTALL 12" AREA DRAIN 470 -BF -8 INSTALL 8" BACKFLOW PREVENTER 470 -CB INSTALL OIL/WATER SEPARATOR INLET PER DETAIL HEREON 470 -CO -6 INSTALL 6" CLEANOUT 470-P01 INSTALL RIP RAP SPILLWAY PER DETAIL ON SHEET 4 470 -RR -6 INSTALL 5' X 5' X 1' RIP RAP APRON, 6" OPEN ROCK 470 -RR -12 INSTALL 5' X 5' X 1' RIP RAP APRON, 12" OPEN ROCK 470-WM-2 INSTALL 2" WATER METER. SUB WATER TO CONFIRM METER LOCATION. 490 -PH POTHOLE AND VERIFY EXISTING UTILITY DEPTH AND LOCATION PRIOR TO CONSTRUCTION 490 -CP CONNECT TO EXISTING PIPE 490 -ST CONNECT TO EXISTING STRUCTURE 490 -W -CP CONNECT TO EXISTING WATER LINE E% SAN MH PoM: 469.34 J TION PROPOSED NORTHWOOD CHRISTIAN CHURCH 46,460 SF FF=470.20 Nll pqp � 470 -CB �- 647.541E ��I 53 1/4BIKE TOP VIEWS 4 2 1/2" X 2 1/2" X 3/16" SAND TRAP W/ HINGED LID E 6" w O F. B.1/4"X3" F.B.1/4"X3' STIFFENER P7STIFFENER _I 24 BOX FABRICATED FROM 10 GA. MAT. SECTION_ VIEWS GIBSON STEEL ,SANT) LOLL-L'CTOK GA7'G'H BASIN STATE APPROVED ASPHALT DIPPED EX SAN MH RIM: 468.81 IE IN: 452.25 (6111) IS IN: 462.04 (8'E) '"CONFIRMED TO BE LOWER THAN WP• IE OUT. 462.15 (8•W) ��I 53 1/4BIKE TOP VIEWS 4 2 1/2" X 2 1/2" X 3/16" SAND TRAP W/ HINGED LID E 6" w O F. B.1/4"X3" F.B.1/4"X3' STIFFENER P7STIFFENER _I 24 BOX FABRICATED FROM 10 GA. MAT. SECTION_ VIEWS GIBSON STEEL ,SANT) LOLL-L'CTOK GA7'G'H BASIN STATE APPROVED ASPHALT DIPPED pz C� W i LV a Q Z Um A. Z 0 m w Q LLJ o0 n UL _ > M W It 2 ---- (7 W F- III z a U a cDNCRETE DRIVEWAY �9` I z T- < U 1fi5. IE j I E% STN 0 RIM: 467.24 IF a ~ 470 -CB 465.09 IE 47o-� I IN: 462.06 (24•E) IS OUi: O LL w I I 462.03 (24'W) '1 �'1 :.. .. r '445-•- - / TAX LOT 901 J 0 C9 Q --�"`.... _:-.-x• .464.981E F > z -- TAX MAP 17.03S5AD w _N 0 445tS1-6 470 C8 ` ., I; (/) Y 65.16 4IE 470 -CO fi 445 -SI -8 , 0 -SI-8 445 51 8 464.971E 470 -6 � ; <.- h O O -CO y, 465.08 HE / 470 -CO -6 .I z r J 7- - E% STM 0 464.77_ 470 -CB _ RUM: 466.96 Ln • "-_ ) 1WT:461.06 08 �(36•W) N �-�_6 - _ ._ I' IE O ._470 ` i � : -CO -6 164.76 1E-.. _._ ..__..I - -- " I") • 4 -CO-6 7 464.76 IE 4 iCB N %dam Y - a x 4.621E- TAX LOT I E% STREET LIGHT (iYP ) TAX MAP 17. L{F> _ 470 CO 6 445-51-10 I N I if ! 'I m I if iif " EX STM CI a 445 51 8 445-SI-fi RIM: 466.39 0 0 •� 4ii '1 g6q.52 IE if f_/ if70-00-6 J IF IN: 461.39 (2VE) ` g70 -CB I IF OUT: 461.37 (2CW) 5.05 IE �. III I 'I - - 464.50 IE OUT 4 6; li -� 1 SUMP: 461.24 I r II i 1 IEz i I 1 ) I PONDif 167.40 TW -a ---,I I m o P DEQ 10N ;i j z O�OSED 57-6 469.10 1W PR - TAX LOT 1100 no-rol �? I I 0 0 A70 -RR -6 464.50 HE OUT ( �� I I TAX MAP 17.03.25AD 4fi450 1E OUT 470 6 _ :_ I .' E% STM MH 6i 445 -SI -8 -- _ i RIM. 466.24 Z 47G -CO -6 _=-_5 5' HE IN. 459.01 (60'N) IE IN 0 T.464158.30 (600.12 (6O IE OU•W) 470-P01 f PRO DETENTIONf, OSED f, I •� 467.40 w , TAX LOT 1300 � TAX MAP 17.03.25AC Z Z _0 F -SI-6 •,, 47RI STM CI REN: 166.04 1 7IE IN: 460.24 (36.6) HE OUT. -460.14 (36N(J,J y 1 .I I SUMP. 457.54 470=C0- 465.03 �, •`.\\ 465. 4 CB �,! I:; Il'f '. �. + hI 'I IIif I ��I 53 1/4BIKE TOP VIEWS 4 2 1/2" X 2 1/2" X 3/16" SAND TRAP W/ HINGED LID E 6" w O F. B.1/4"X3" F.B.1/4"X3' STIFFENER P7STIFFENER _I 24 BOX FABRICATED FROM 10 GA. MAT. SECTION_ VIEWS GIBSON STEEL ,SANT) LOLL-L'CTOK GA7'G'H BASIN STATE APPROVED ASPHALT DIPPED EXPIRES DEC. 31, 2021 SHEET 3 OF 4 pz C� W LD LV a Q Z Um Z 0 m w Q LLJ o0 n UL Cw ¢ w W > M W It 2 U (7 W F- z a a EXPIRES DEC. 31, 2021 SHEET 3 OF 4 CLASS 50 RIPRAP, TOP OF - ROCK BELOW PIPE INVERT. ROCK TO BE A MINIMUM OF 8" THICK BLOCK WALL POND BOTTOM RIP RAP APRON DETAIL NO SCALE RAP, l' THICK 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND 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. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A CAREX OBNUPTA 4" POTS 689* EA JUNCUS PATENS 4" POTS 689* EA. * BASED ON ONE PLANT PER SQUARE FOOT WEST POND DETAIL NO SCALE ADJACENT BUILDING OR EDGE OF PLANT BED SPACING "D" ROW "A" SPACING "D" ROW "A" 3" O.C. 2.6" 18" O.C. 15.6" 6" O.C. 5.2" 24" O.C. 20.8" 9" O.C. 7.8" 30" O.C. 26.0" 12" O.C. 10.4' 36" O.C. 30.0" 15' O.C. 13.0" 4B" O.C. 41.5' GROUNDCOVER SPACING DIAGRAM NO SCALE 117,11 CLASS 50 RIP RAP, l' THICK CLASS 50 RIPRAP, TOP OF - ROCK BELOW PIPE INVERT. ROCK TO BE A MINIMUM OF B" THICK WALL POND BOTTOM RIP RAP APRON DETAIL 464.31 BOTTOM NO SCALE 24" OF TOP SOIL MIN. 3 m WALL 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND 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., 40-50%) 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. Vegetation shall not become overgrown and shall be managed to include controlling noxious or invasive vegetation. At the end of the first year and again at the end of the 2 -year warranty period, all plants that do not survive must be replaced by developer. Establishment procedures, such as control of invasive weeds, animal and vandal damage, mulching, re -staking, watering, and mesh or tube protection replacement, shall be implemented to the extent needed to ensure plant survival by developer. Vegetation management after the warranty period is the responsibility of the property owner. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A CAREX OBNUPTA 4" POTS 1228* EA JUNCUS PATENS 4" POTS 1228* EA. * BASED ON ONE PLANT PER SQUARE FOOT SOUTH POND DETAIL NO SCALE 4 4' g. 3;V 443.OI TOP J � 442.0-OVERF I� F CLASS 50 RIP RAP, l' THICK W D NORTH POND SPILLWAY DETAIL NO SCALE 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND 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., 40-50%) 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. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A (BELOW ELEVATION 440.75) ZONE B (ABOVE ELEVATION 440.75) CAREX OBNUPTA 4" POTS 650* EA CAMASSIA QUAMASH 4' POTS JUNCUS PATENS 4' POTS 650* EA. DESCHAMPSIA CAESPITOSA 4" POTS * BASED ON ONE PLANT PER SQUARE FOOT NORTH POND DETAIL NO SCALE 611➢iilf\ 300* EA. U U 0 >0 0 Z Z W W W Z 0 Z W J_ Lo 0 H 73 O Z EO R U) w I j o � VN\� EXPIRES DEC. 37, 2021 SHEET 4 OF 4 A Ampitheater Sidewalks + 6.0 fc 14.6 fc 1.2 fc 12.2:1 5.0:1 Building Rear + 3.2 fc 12.8 fc 0.1 fc 128.0:1 32.0:1 Front Parking Lot + 3.3 fc 7.1 fc 1.2 fc 5.9:1 2.8:1 North Parking Lot + 5.7 fc 17.3 fc 1.4 fc 12.4:1 4.1:1 South Parking Lot + 3.1 fc 7.2 fc 0.7 fc 10.3:1 4.4:1 West Parking Lot + 3.9 fc 10.8 fc 0.2 fc 54.0:1 19.5:1 C A B A B mno H Northwood Chuvoftn Church h B A B A HUBBELL o a Lighcing TYPE: IPROJECL LNC4 LARGE LED LITEPAK FEATURES Litepak LNC4 features four different lumen packages and multiple distributions and CCT for maximum light level and mounting height flexibility Capable of replacing up to 400w HID solutions at over 70% energy savings Easy to install and retrofit existing HID luminaires with same footprint Zero uplighl Compact LED Architectural Wallpack Invented "up" mounting capable Control capabilities offer additional energy savings options Ideal applications include: perimeter illumination, schools, factories, hospitals, warehouses antl retail applications CONTROL TECHNOLOGY Site Syn[))) N(X) DISTRIBUTED - INTELLIGENCE wiSCAPE- SPECIFICATIONS CONSTRUCTION • Die -can aluminum housing protects components and provides an architectural appearance. • Casting thermally conducts LED Mealto optimize performance and long life • Powder painlfinlsh provides durability in outdoor environments • Four 1/2• conduit entries flop, bottom, and Sides) prov dad for surface conduit • Zero uplighl dstribulions using ind ivinuet acrylic LED optics provide IES type II, III and N distributions • CS - Frosted adr lic druser option for reduced glare • CSU - Frosted acrylic diffuser for inverted 'up' mounting applications (lens required OPTICS • 3000K, 4000K and 5000K CCT nominal with 70 CRI • 36 and 44 LED configurations available INSTALLATION OuiCk-mount adapter with gasket seal provides easy installation to wall or to recessed J' unction box H" square junction box) • Fixture attaches by two Allen -head hidden fasteners for tamper resistance • Designed for direcll-bcx mount or conduit feed on all four sides in single SKU W ]-Pin PCR R MOp le Conduit Entry ftA%k occupancy sensor HN with Eifluser RELATED PRODUCTS 9Lnlc 6INC2 6?LkC3 ELECTRICAL • 120-277, 347 and 480 voltage, 50/6011z, 0-10V dimming drivers. • L96 at 25,000 Mrs (Projected per IESNA TIA-21-11), see table on page 2 for all values • Electronic driver 10 kA. surge protection. • Ambient operating temperature 40-C to 40°C CONTROLS • Button photoCONrol for dusk to do. energysavings • 7 -pin photo -receptacle available for twist lock photocell and controls by others • Occupancy sensor options available for complete on/off and tlimming control • Integral Battery Backup provides emergency path of egress lighting for the requiretl 90 minutes • SileSync precommisioned wireless controls (with or without sensor) • In add Won, the LNC4 can be specified with Site Sync"wireless control system for reducton in energy and maintenance con while optimizing IigA quality 24[7 • See ordering information orvlsd www.hubbellligMtinO com/s1eSznd for more details. CERTIFICATIONS • DesignLights Consortum®(DLq qualified Please refer to the DLC website for specific product qualifications at wwwo esianlic hts ora • Listed to U L1598 and CSAC222x2500-24 for wet locations • IP65 Assembly • IDA Approved (3000K Configurations) WARRANTY • 5 year limited warranty • See HLI Standard Warranty for additional information KEY DATA Lumen Range 4,269-14,793 Wattage Range 403-170 Efficacy Range(LPW) 75.2-117 Fixture Projected Life (Hours) L96>25K Weights Ms. B,9) 27D(12.2) Paget+ae..wvro o 20V Hubbell OuWo cybo,y,a al.s fH,bW L,ft,, me Sl fesmm HUBBELL WUIgTEiEt IDI MiIlpnnlum alM.GReW,14,Sccoed]/ip186M1a]ab00/Wpbsltp wwv+.M1ubbPlbutOwrfam Lighting lefi i b�Llohe•rro TYPE: I PRQIECT: LNC4 CATALOG #: LARGE LED LITEPAK ORDERING GUIDE EKOrnple: LNC3-24L-3K-035-21.-OB-PCU CATALOGY ORDERING INFORMATION LNC4 large 3161. 36LEDs 31K 3000KormiiyL]OCRI 035 351 2 Typell U 1S02J7V 9LT BIMk Ndttelarda tl Local, NL 44LEDs 4K 4000KnOmiiyL]OCRI 065 6501 3 Typelll 1 12AV' ELS BIMk(a.5mmN Wellp%k 5K 5000Kmmi.1,70CRI 105 %150ml 4 Type lV 2 SLOW DU Dark Bralze Mere Te#uretl 3 Song' DES Dark Ber.G10555mmN 4 Si GTf Gramme Matte Te#uald 5 41 LOS LgMGre]Ggkb5mllth F 34A' M Pldbram SiiNH5mW[M1 MT Whing Mete TIXWr¢tl Me Whing GI0S55mW[M1 VGT lank Green TOluRtl CC• Custom Color aerMUS zpeofyvoltagegMgSWbe kup120or2)NonM SAe5ym120277-alNenbl 2 rorynMallonly Wtrv,NblewAe SCporS RMzenwr/mMmloptions ingusspedfywltagererfmNU¢I' PCU UnlveWl Budget%wteontrol F Fuslm 3 ei miywnnalmomaY on@eremotemmmlmpmReremlm sm mgz.040VNu�elusgble ylgntcalleramn am ei yz,402 henry ]PR ]pr PCR• a Froatal scale diffuser 4 Ku apron mtapplicaek,Ircl.ee In zeirsorlal—upm 8P, 201—upm 20rtf SOP Prw]2mmabkoccupdncyRlWP' CSU Imeoudd/up mounogg frosted "it 5 AaepS ssose 35 rd7.pinnns r -i wy erasers]. wtavalalaewne PCUSWPer SWIM centmleao", SWP 5rte5"lse cr mlaion'+' diRuser(required for up/imened fixture 6 3a -650m4 vei-i Mat aalaele with $WPor SWIM moil opwn5 Ibeeladons factory Install says¢B Vegas 3) 2 sue5yn< RedommiaiM wl OCC ) MUS SpeOfyg,,p w—rigrmaton at time o r i,er. See Selso— E Integral badery neutral rated for 0•C c' —AUGbeupker,-m/pmeuavzsay. romefate, EH Integral bal backup won real read 6 Specirytime cels/; eimmiy tare( amo mounhy refight for _3(YCu 9 115)1 frrl20227V enly rnfich Afer341 er480V STOCK ORDERING INFORMATION Catalog Number Lament LPW Wattage No oi CCTICRI LNC4Sll 1D754 663 1246 36 4000K Voltage Distribution Weightlide kg) No of Diwers Current 121127?ev` N 21D 1122) 2 l05OmA LJNCA MIK-]PR 1z4W 383 1526 44 4000K 4YL2771 v DAirl 2 g50ml LJNCA 1111ISCP 1i 883 1526 44 4N)i 4YL2771 v DAirl 2 g50ml CONTROLS Hubbell Cartrol Sol nk re—Agg.0ries (SONSaparalely) NX Distributed Intelligence" O N#lFM1RIDUNV OnfixWr¢Module(]-pn),OnIORI DIm, DdylyMSMW vn[M1 HubbNET RajIoaM Bluetm[M RajIo,1N1-080VAC wiSC Lightil COnVel 7 VAGRMEL OnfirWre Module(] -I Mn a 5Vin),0n IINf/ Dim, DayligM5ensorwiilatw PE RsdiO,lq-0B0VAC FerardRg nnkLR Rlaee to Nese of@55e foriplea@ v6Awwry hubbelKeMmlSe u o SCem.Optbrt pmveee faro@ wAh Integraretl Serter plea5p hex SpecRicelbnSneS greeny iaermngn tank lertlA911e McSsn $ite5vnt Pin Ie: In a •Awilanc features anew form iI IP'•r • AvtliI6bIE 65 60 6CCESSOry for new C0051rudi00 Or retrofit applications (with ExiS(irkJ ]-Pin asanaC rECEp(6CIE) • Does not interface with OCCuprel sensors SW PR Prel Per isesel ®2o2o Habbelloaweorlyming,ad,ibiw efHabbeu Lightiy,Inc specmcatenzzabied NclengevSNwtnaKe. �'°' HUSSELL / W...NIC Sol astern— BIM. GRemilk, 5C29(A7/Ta IN46]8600/Welefewww.hubbPllf,mos cOm Llisl,yjrlg HUBBELL Outs- ugrrcina LARGE LED W SPA< ACCESSORIES AND SERVICES PERFORMANCE DATA xOf LEDs CaW103 NumWr Ds,cripYOn ❑ LNULS FroVed acryC tpn(ft SM1loW,ro, redu[es glare andlmpnaaa uotnf, wi ony2M luman reduction ❑ scFR ome Remote Conool for SCP/_F option. Order at least One per prgMto pogram aM coMrd me occupancy sensor ❑ SWUSB Sfa5ync lrnaf o are loaded on USB aasM1 dr Ne r use wiN owner supplied PC W odo based onlyf. U G Lumens Includes Sfa5ync ri<ena., soPo . aM USB rad'. bridge oo W' ❑ 5WTAB WIod. Wo aM Sna*clMe .soUan,Includes Wo wrtb prebadad Softan, Sna*creense aM WA N/A USB radio bridge nada ❑ MBM 5fa5yx< B radio GIdge nndeody Omer fa repkarno l5 raulred a Han 0 ra ordo node is ragnasnd ❑ 5 PR Sfa5ync7Rn on%in. module ONOR/olm, DayligbtSensor UD WAC oez:Irenordeno5ea5/rcar - - - - 36 kazroneofNeSs Mo IN¢rta@ OprgnS mug beorbereb l rpmfetl ♦ AvallabkMa51re5yn[rermfnwlNlonforfitlurpS wlN anev6rly)pin re 0-. PERFORMANCE DATA xOf LEDs Nominal Wattage system Wd Dist. ryPe 5K 15000K NOMINAL 70 CRD 4K (4000K NOMINAL 70 CRI) 3K 13000K NOMINAL 80 CRD Wmens LPW` B U G Lumens LPW` B U G Lumens LPW` B U G 4 WA N/A E 6T - - - - 657 - - - - 591 - - - - 36 403 2 4,529 112 1 0 1 4,593 114 1 0 1 4,269 106 1 0 1 3 4718 117 1 0 1 4,631 115 1 0 1 4,305 107 1 0 1 4 4,441 110 1 0 2 4,502 112 1 0 2 4,186 104 1 0 2 44 50mA 493 2 5,536 112 1 0 2 5,613 114 1 0 2 5,218 106 1 0 1 3 5,766 117 1 0 2 5,656 115 1 0 2 5,262 107 1 0 1 4 5,427 110 1 0 2 5,503 112 1 0 2 5116 104 1 0 2 36 65OmA 60 2 7,627 953 2 0 2 7,440 930 2 0 2 6,756 64.4 2 0 2 3 7,590 94.9 1 0 2 7,404 925 1 0 2 6723 84.0 1 0 2 4 7,611 951 1 0 3 7,424 92.8 1 0 3 6,742 84.3 1 0 3 44 96 2 9,094 947 2 0 2 9,221 960 2 0 2 8,92 893 2 0 2 3 9,472 987 2 0 2 9,298 969 1 0 2 8,644 900 1 0 2 4 8,916 92.9 1 0 3 9,040 942 1 0 3 8,405 876 1 0 3 36 1150mA 140 2 11,911 866 2 0 2 11,619 845 2 0 2 10,551 767 2 0 2 3 11,853 902 2 0 2 11,563 880 2 0 2 10,500 79.9 2 0 2 4 11,886 84.9 1 0 3 11,595 826 1 0 3 10,529 752 1 0 3 44 170 2 14,202 836 2 0 3 14,400 847 3 0 3 13,387 787 2 0 2 3 14,793 90 2 0 3 14,521 882 2 0 3 13,499 820 2 0 3 4 13,924 819 2 0 3 14,118 830 2 0 3 13,127 772 2 0 3 Lumen values aretrom pM1pOmetre tez¢ pertormetl in accortlarce wM IESNALMd90a CaU i5 cons Jeretl b be represenraWeINNe COnOgumtion55M1Orvn. AApal pertormanw may dflera5arezNr OrenbuzeremlmnmenLana apprvation. PayevE Rev. a/a/W CMl9Hubbell OuWoor LgM1Yny,a my n-fHubbell Lgfn, mcspecseaoom SobfectNcleyewMONnOKe. HUBBELL WUI®EPEC ]OI MIIIpnnlum BlvO. GRemIIk,5C29(AIRp186M16]ab00/Wpbsnp www.M1ubbPlbuttlwrfOm Lighting HUBBELL o a Liancina TYPE: I PROJECT: LARGE LED LJTEPAK ELECTRICAL DATA Configurable Versions #OF LEDS Drive Current(mA) Input Voltage (V) Oper. Current(umpe) System Power(W) 36 350mA 120 034 40 27] OAS 40 347 012 40 480 008 40 X223.000 120 041 49 277 018 49 47 OA4 4 480 010 4 36 65OmA 120 0,56 80 277 029 80 347 023 80 480 On 80 120 080 1 96 277 035 96 347 028 96 480 020 96 36 1150mA 120 1D 140 277 051 14 347 040 140 480 029 140 120 142 170 277 061 170 47 049 170 480 035 170 Stocked Versions 36 STD.(1050)mA 120103 OPERATING HOURS 124 277 045 124 25,000 120 1 127 152 77 1 055 1 152 PROJECTED LUMEN MAINTENANCE Ambient Lumen Multiplier 0° C OPERATING HOURS 102 10C Temperature 0 25,000 50,000 TM -2}11` L9660,000 100,000 L70(Hours) 25°C ITrT 100 0.96 0.92 0.91 085 X223.000 .F 10T 100 0.94 0.89 087 080 X159.000 P,Oieem pa, IE NATM.z M- INlcM1la2ae, 2oom48s T,,I A00hr4 Dam reference, tbeet,awll pero,m — Orof-- IOrthe LNCI.U.5K —mOOel In a OVC amblen4 ra.On 1=00 hurt, OILED—t, per IEiNALM8008. LUMINAIRE AMBIENT TEMPERATURE FACTOR (LATF) Ambient Temperature Lumen Multiplier 0° C 32° F 102 10C 50F 101 2O C 68° F 100 25° C T F 1.00 3OC 86F 100 40° C 104° F 0.99 Use Nese faaors to determine relative lumen orroa for a+erage amblenttemperatures from 040°C(32-1WF) Payeua aev.IV.. CMeN°bbell OuWar Lghtrg,a Olv6bnOfNubbeu Lginlr, mcspecseaoOm:°bRctwcnange.INOwnptice. �BHUBBELL ue....E ]OI MIIIpnmum IW . sC2 GRemllk,$AIRp186M16]8b00/Wpbsltp wwv+.M1ubbPlbutOwrfOm Lighting HUBBELL Ounsil Ligheina TYPE: IPROJEC. LARGE LED LITEPAK PNnTnMFTPV The following he grams represent the general afstribNion options offered for this product. For detailed Information On specific product configurations, see website photometric test region . LNC4-361-5K-105-2-Type 11 LNC4-36L-5K-105-3-Type 111 LNO36L-5K-105-U- Type IV(Formanl Throw) FT Mounting Heighr. 2DMounting Heigl¢ 29 Mount,, Heigl¢ 29 DIMENSIONS � B A C I � o A B C D E Weight 1 172" 10.5" 9.9" 6.5" 26 2ZOIbs (436 mm) (266 mm) (251 mm) p65 mm) (226 mm) 12.3 kg ADDITIONAL INFORMATION CSU - INVERTED MOUNTING OPTION es Factory Installed Lens Option Invented mounting capabilities for uplighting applications. Specialty designed boated acrylic diffuser option softens output improves uniformity and protects LED lenses. SHIPPING INFORMATION SCP- PROGRAMMABLE OCCUPANCY SENSOR SCP- PROGRAMMABLE OCCUPANCY SENSOR "Pholocontrol and Wireless Cori by Others Standard NEMA 7 -Pin receptacle for wist lock photocell or wireless controls (by others). Sensor offers granter control and energy savings with SCP programmable sensor with adjustable delay and dimming levels (Factory default is 10%) Visit: Mt VAr .hubbeilliahbna.com/solubons/controls/ for control application information Num¢GI CT Carton Dimensions Certain Muster Length Inch (cm) Width Inch (cm) Height Inch(cm) LNC3-36L 270 (at) 197(50) 130(33) 130(33) 1 LNC4-04L E & EN EMERGENCY BATTERY BACKUP 24 High Power LEDs generale up to 6,000 lumens in Normal Mode, and use 4 LEDs for up to 700 lumens in emergenty. arae Wero,. rvare 0 MP Hubbell wwooiyhony,ad-rnot H,r AI igit, Ina si+ecmci:�trectwci�nge.luOwnotice. � HUBBELL .... a ]U MIIIpnmum all .cana-14$g2rai Tacage]abpp/Wabtatww.hubbelbutOw¢Om Lighting HUBBELL o a Lianciaa TYPE: I PRQIECT: LARGE LED L - ADDITIONAL INFORMATION (CONTINUED) LNC2-BATTERYBACKUP r I M' 33 p' 33' M' II II ffi p' 11' Mounting Height Provides Life Safety Code average illuminance oil ft. Assumes open space with no obstructions and mounting height of 11'. oegramz tpr IIIUAmtpn pu, only plpasp Cp Itfaoymp ppllrrw tryout Bat y tMkup umb Cpnzump6waLLs W*1 dergly adp b tly an02 wat601l, aN@naiKpfhging. EH iamb wlNa hpa@rifpnzump upb an a00l4pna18waLLswMn CM1arging ll Np WGpry@mp b lowprthan ldC USE OF TRADEMARKS AND TRADE NAMES All product and company names, logos and product identifies are trademarks -or registered trademarks • of Hubbell Lighting, Inc. or their respective owners. Use of them does not necessarily imply any affiliation with or endorsement by such respective owners. pagpasap,,.+unro CMM H,tW C,Wp Lghrng,a GNblp fH,tW Llgin,, mcspecseaoom:,ti WcnNpwhownoocp. HUBBELL WUIaTEiEt ]cI Mlllpnnlum BIM. GRpmllk, sC29adll 186M16]abnn/Wpbsltp www.M1ubbPlbutOwrfpm Lighting I I I IIIII I/ \\ I II IIIIIII I I � _____________ I � I I II jlll I V STREET CP I 13 `pp - (21) NAN GU L 21)NNJ GU (9) CB NXS (9) CB NXS (9) CISNXS 21) NAN GUL (5)CELOCC (9)CBNXS (5)CAR FST (2) CER JAP S�CARFST (7)LON CISNX I4)LCOP HEL III 3 M� .. _ a 5 ( SCHSW 0 5 OS tI14) ANN 0 5 S 13 IIII _ J1 , ..-. (1) CAR FST - M _00)) III I UO)CISNXS- -M - I (6)OEU fIK I I l IIIIIII l III/IIIV � 'X Arnr rnLn 11 �111./II II LII 3 ^ j I ()CIS (5)VIBOAV (88UV) ARC UVA (8) RUR NIE (1) CAR FST (2)) CAR FST(2) CAR M IIIIIII I a l I I'''/ I I (5)PZA HOA I (5)VIB 0.4V (5)VJ, OAV LAWN (6� �0 ((4)AR UV j1'3)CAR EYG (4) ARC UVA y (20)LIR BIGa III III I (16) CAR BIG (2)CER JAP / (1) CER FAS SMALL TREES PLACED (1)cEL acc (12)HBd MAR (10)EUO MPH (6) ARC UVA (57) RUB NIE (1) PAN HEA IN SEWER EASEMENT 110)HE AP (5)VIB DAV (101HEM RB (31) RUB NIE (1)PANNMEA (1)CELOCC (81 BUX GRG (6) SAL FUR (8) PAC TER / (3) RUB NIE (5)VIBT (10)UR OCC (31 CIS NXS (25)NBd MAR I III (5)DEI NIK (8) ARC UVA 1. (10) UR BIG I ' / \ MARC A (10)WB my �\, (110ER JAP (1a CER EAS (5)VIB DAV (181 RUB NIE i (3)CB NaX9 .: (8)ARCUVA i CAR BGL • (y)CB PR III h" (71 CRR AP (1A C6 PRO / (5)CIS PR (5)HEM MAR (5)CAR BGL (51 VIB DAV (y)CARM (6)CIS PRO (2)ACEAMS / PLA TI<�IG RESTORATION PIERCE I _ MCER JAP III DIT H HALL BE PERFORME�AS PART 't s ✓LDA( OF P,gy{BLIC IMPROVEMENTS PLAN (PIP) I2 ACEAMs I ~ .TTTTTTII rI o IIIII ANIS TO BE COMPLETED PRIOR TO r LA�' 111111 0 - OC UP� NCY OF THE BUILDING. \ r i 1,WN - - o (((���;;; I (6)ARC, UYk o NG STONES, 7 t (y) HEM RT1 (1) MIS MOR z sd c0 (t0)CARB CHILDREN'S PLAZA I 11 I (31 AST BRI O - } (710EU NIK (1) ROS R NO)CAR BGL (3)C� PR� (1)ROB RL4H (71HELSBd (12)CAR BGL (40)BER M. (8)HELSEM �I II (8)HEIA�R�2 (21 BER WAI (11 ROS RWH (12)CAR BGL (RHEA Mqp (1)ROS 378 (6)HEM MAR 1) CER AP / (1)ROB RAH y PER LIT (1) RHO AR (101 CAR BGL (51)BER WHI O _ (12)CAR BGL i II II II I (9)BERiWNI 1 (8) BUXGRG 1� UNDISTURBED AREAS AR TO BE RESEEDED t (1)IAVMR (91HBd MAR (y)MIS MOR a (18)HAKILL (1)54LCOM '• (13)HELSEM AND MAINTAINED AS MO ED LAWN r - r (tI HELSBd (11 RHO CH7 (5)HBd MAR (10)HBd MAR - \, (15)CBNXS 'y 1)HELUF (3) CAR BGL (y)MIS MOR (SMISMOR 6)CIS PRO 19)IAVPAR__ / 2j III (2) IRI RUF /{ (/) HELSBA _ (22) HEM MR / (SCAR BGL CAR BGL Proposed 4 RUBNIE (111AVPAR (1)SAL i f CAREGL 1 Northwood Christian I _ (11HELSBd - I `AMPHITHEATER 7,1 Church 1 (SLOPING LAWN) �' IIII I I 46,460 SF C.v. (1D LIR BIG / II III I 1 - 1)ACEAMS J z uvnaR 5 SULFUR I O r I \ y SPI CAR I (5)CALSIL O (yy)LIR BIG 6)RUBNIE (1)IAV MR (8) HEM R72 j'9-(}NWf (D ACE AMS 11AV MR (71 HEL SBA •'.I - (4)54L RIR (Q HAK ALL t () ,-.41+L�'t1. \ - �i�i{{1ii h t FIANARK r - - �/ I •� (4)CEL OCC q •r-='S� _ _COVQiED - (a)sPI CACR - (110) CIS)ACE NMS ' - (DACE FIR I (DACE PMS / - - - .-V (1)RHO ARW (1) CIS PRO - (4)AZAHCM HI / / t (3)FA TO (4) HEM R72 PAN r _ (25).PAC TER (15)BLE SPI 10)CISPRO �r PRO(f0)CIS PRO III � 6 PER Lir _. 6154E RIR / / I1 RRO j (1) ACE PMS \ - - - - (1y)M4H REP (16)UR BIG LAWN DACE FIR (1) RHO ARW I(y)54L PUR ,{ I - ( �- (1)CED DEO (18)IANMR _ W� r EAV1N1 (if)HAKALL_L8)VAC OVA (2B)NNJ.QII > IBICARFST- EX SAN MH '�AVjBV 88O REA r' _ _ 610EL000- 1 B NPN LE COV REO (45)MAH REP / { $WTF Iy SULFUR qtr °2,457 1 II II III GARAGE , a- < I tt SVVTF - I 4085,_ ... ...• L: I:77,'r > > LAWN IP UNDISTURBED AREAS ARE TO BE \ \ _ RES@EBEB-AN9-M INED AS _ _ ._ _ �. ..!,, -, `., ;'.;' , . � 469 •,, .: r, :^-. MOWED LAWN (1)ACE AMS (5)BLE SPI LO ---� -L-- --- ' ---- Nx53n -- -�... �2)/'�� _ _ - - -- %�=UNDT�STURB€8E7�511R[.TO BE MAINTAINEID AS , 1,422> - - - - - - MOWED LA ' - - --- - - - - - - - - - - -� _ - - - - --- r `c (10)COR KEL f0 LON PG (if)SPI CAR _ M M M M M M --B 1 M R '� "tea m'x r "^"+� �~ ry � r (211 ARC UVA (10)SPI CAR 1 COR KEL ------ o J'+^ - ' e (10)LON PI2 (f0)COR KEL (5�OR BD FF -(5)HEM MAR L_ - - v u HEM R72 a iAS� FU URE �9)CBPRO (9)CBPRd/ / CHURCH _ - , , , , ,, ,, (6)NEP ML I I I // .l _ BUILDING �� /��� ( 'A (9) RNA PER CD III „HEM Rn (SHEMWR ¢ m O O to ¢ O N u� if RUB NIE t ) 12 LON Plh o I O O CP m 3 r w (1�)RUB NIE \ O , 3 B ARC UVA r N I r Hr00 NN ) C37HEM R7 < x� Io ° 77 Ll / - - o EX SAN MH I I 23RD STREET 3 I I 3 TAX LOT 1800 TAX LOT 10000I n TAX MAP 17.03.25AC IIE (� TAX MAP 17.03.25AB H �� PVC C0I `-- \ 3 = I TAX LOT 1700 TAX MAP 17.03.25AC I� ILO x W o l If' II z I3Lf J H- 1 o l s 11 PVC 6" PVCN_ w M LV ---»w SCALE 1"= 30 - 0" 0' 15' 30' 80' LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07-16-2021 PLANTING NOTES 300 Lincoln Street Eugene, Oregon 97401 1. NO SU BSTITUTION S ALLOWED WITHOUT PRIOR APPROVAL FROM OWN ER'S REPRESENTATIVE. PROJECT 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. Church 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. INDEX 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED 2039 FACILITIES AT CONTRACTOR'S EXPENSE AND INA MANNER APPROVED BY THE GENERAL CONTRACTOR. 16 JULY 21 DRAWN BY S. TREES IN PIERCE DITCH ARE ARE TO BE ADDRESSED AS PART OF A PUBLIC IMPROVEMENTS PLAN. OUTSIDE PIERCE DITCH, THERE ARE NO TREES ON SITE, REVISION PUBLIC OR PRIVATE, AT THE CURRENT TIME. SEE SITE ASSESSMENT OF EXISTING CONDITION. 6. TREES AND SHRUBS PLANTED TOO DEEPLY WALL NOT BE ACCEPTED. SEE PLANTING SCHEDULE AND DETAILS SHEET. • LIf/NIN^^ • IRRIGATION SYSTEMNOTES r...I 70 C. ANDF1280N H 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE E OREGON w 2. IRRIGATION SYSTEM TO BE INSTALLED N ALL DESIGNATED LAWN AND PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED OR UNDISTURBED AREAS. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES, AS WELL AS DRIPUNE. THE IRRIGATION SYSTEM SHALL L100 BE MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. 3. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER LANDSCAPE ARCHITECT& OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER LANDSCAPE ARCHITECT & OWNER), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM SERIES OR APPROVED), DRIPLINE (RAINBIRD XFS-06-12 OR APPROVED) AND/OR APPROVED ROTOR HEADS. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). PLANTING AREA CALCULATIONS LANDSCAPING: REQUIRED: STANDARD: 15%OFSITE RESULT: SITE: 355,014 SF REO'D 53,252 SF(15%OF SITE) PROPOSED: 190,000 SF (46% OF SITE) INTERIOR PARKING ISLANDS' MAIN LOT 80,753 SF REQ'D ISLAND LANDSCAPE 4,038 SF PROPOSED 5,238 SF FUTURE BUILDING LOT 18,055 SF REQ'D 1,730 SF PROPOSED 3,200 SF PARKING AREA TREES' MAIN LOT (LANDSCAPED) 4,038 SF REQ'D 1 TREE PER 100 SF 40 PROVIDED 40 FUTURE BUILDING LOT (LANDSCAPED) 902SF REQ'D 1 TREE PER 100 SF 9 PROVIDED 9 MASTER PLANT LIST PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME SIZE QTY ACE FIR ACER PALMATUM'FIREGLOW FIREGLOWJAPANESE MAPLE 6'HT. 2 ACE AMS ACERXFREEMANII'ARMSTRONG ARMSTRONG FREEMAN MAPLE 2"CAL. 9 CAR FST CARPINUS BEfULUS'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAN 2"CAL. 24 CEL OCC CELTIS OCCIDENTAUS COMMON HACKBERRY 2"CAL 20 CERJAP CERCIDIPHYLLUM JAPONICUM KATSURA TREE 2"CAL 21 CER EAS CERCISCANADENSIS EASTERN REDBUD MULTI -TRUNK 2"CAL. 8 NYS SYL NYSSA SYLVATICA BLACKTUPELO 2"CAL 2 RHA PER RHAMNUS PURSHIANA CASCARA 2"CAL 9 EVERGREEN TREES BOTANICAL NAME COMMON NAME SIZE QTY CED DEO CEDRUS DEODARA DEODARCEDAR 6'HT. 1 SHRUBS BOTANICAL NAME COMMON NAME SIZE QTY BUX GRG BUXUS X' GREEN GEM' GREEN GEM BOXWOOD 3GAL. 16 CAL SIL CALLUNAVULGARIS'SILVER KNIGHT' SILVER KNIGHT HEATHER 3GAL. 12 CIS NXS CISTUS X'BENNETT'SMITE ' BENNETT'S WHITE ROCK ROSE 3GAL. 96 GOR KEL GORNUSSTOLONIFERA' KELSEYI' KELSEY REDTWG DCGVi 1GAL. 37 GOR PAU GORYLOPSIS PAUCIFLORA WNTER HAZEL 15GAL 1 EUO MPH EUONYMUSJAPONICUS'MICROPHYLLUS' BOXLEAF EUNONYMUS 1GAL. 10 LAV AAR UWANDIULAANGUSTIFOUA'NIKO' TM PHENOMENAL ENGLISH LAVENDER 3GAL. 44 LON PI2 LONICERA PILEATA PRIVET HONEYSUCKLE 3GAL. 47 NAN GUL NANDINA DOMESTICA'GULF STREAM' TM GULF STREAM HEAVENLY BAMBOO 3GAL. 92 NAN LE7 NANDINA DOMESTICA'LEMON LIME' LEMON LIME NANDINA 3GAL. 6 PER LIT PEROVSKIAATRIPUCIFOUA'LITTLE SPIRE' LITTLE SPIRE RUSSIAN SAGE 1GAL. 9 RHOARW RHODODENDRON X' ANNA ROSEWHITNEY' ANNA ROSE WHITNEY RHODODENDRON 5GAL. 3 RHO CH7 RHODODENDRON X CHIONOI DES CHIONOIDES RHODODENDRON 3GAL. 1 ROS 378 ROSA X'RADRAZZ' TM KNOCKOUT SHRUB ROSE 3GAL. 7 ROS RWH ROSA X'RADWHITE'TM WHITE KNOCK OUT ROSE 3GAL. 4 SAL PUR SAUXPURPUREA'NANA' DWARF ARCTICIMLLOW 3GAL. 31 SALOOM SALVIAOFFICINALIS' PURPURASCENS' PURPLE COMMON SAGE 1GAL. 2 SARCON SAROOODCCAOONFUSA SWEEBOX 3GAL. 12 SPI CAR SPIRAEAXBUMALDA'MAGICCARPET' SPIREA 3GAL. 41 VAC OVA VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3GAL. 8 VIB DAV VIBURNUM DAVIDII DAVID VIBURNUM 3GAL. 5D BULBS BOTANICAL NAME COMMON NAME SIZE QTY IRI RUF IRISSIBIRICA' RUFFLEDVELVEF RUFFLED VELVET SIBERIAN IRIS 1GAL. 6 FERNS BOTANICAL NAME COMMON NAME SIZE QTY BLE SPI BLECHNUM SPICANT DEER FERN 3GAL. 20 GRASSES BOTANICAL NAME COMMON NAME SIZE QTY CAR BGL CAREX ELATA' BJWLES GOLDEN' BJWLES GOLDEN SEDGE 1GAL. 84 HAKALL HAKONECHLOA MACRA'ALL GOLD' ALLGOLD JAPANESE FOREST GRASS 1GAL. 31 HELSEM HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1GAL. 44 MISMOR MISCANTHUS SINENSIS' MORNING UGHT' MORNING LIGHT EULAUA GRASS 1GAL. 15 PAN HEA PANICUMVIRGATUM'HEAVYMETAL' HEAVY METAL SWITCH GRASS 1GAL. 26 SCH SCO SCHIZACHYRIUMSCOPARIUM'THE BLUES' THE BLUES LITTLE BWESTEM 1GAL. 12 LOWGROWNG BOTANICAL NAME COMMON NAME SIZE QTY BER WHI BERGENIAX'BRESSINGHAM WHITE' BRESSINGHAM WHITE BERGENIA 1GAL. 102 CIS PRO CISTUS SALVIIFODUS'PROSTRATUS' SAGELEAF ROCKROSE 1GAL. 82 MAH REP MAHONIA REPENS CREEPING MAHONIA 1 GAL. 58 AZAHCM RHODODENDRON X' HINO-CRIMSON' HINO-CRIMSON KURUME AZALEA 3GAL. 17 PERENNIALS BOTANICAL NAME COMMON NAME SIZE QTY AST BRI ASTILBEXARENDSII'BRIDALVEIL' BRIDAL VEIL ASTILBE 1GAL. 3 DEU NIK DEUTZIAGRACIUS'NIKKO' SLENDER DEUTZIA 1GAL. 18 HEM MAR HEMEROCALUSX'MARYTODD' MARYTODDDAYLILY 1GAL. 112 HEM R72 HEMEROCALUSX' RUBYSTELLA' RUBY STELLA DAYLILY 1GAL. 51 GROUND COVERS CODE BJTANICALNAME COMMONNAME SIZE SPACING QTY GAR EVG CAREXMORROWI'EVERGLOWTM EVERCOLOR EVERGLOWJAPANESE SEDGE 1GAL. 247 ox. 29 LIR BIG URIOPE MUSCARI'BIG BLUE' BIG BLUE ULYTURF 1GAL. 247 o.c. 195 0 NEPWAL NEPEFAXFAASSENII'WALKERS LOW WALKERS LOWCATMINT 1GAL. 36"o.c. 6 SODISEED CODE BJTANICALNAME COMMON NAME SIZE SPACING QTY 1:1 LAW SLD LAWN SEED LAWN SEED 52,338 SF LOWGROUNDCOVERS CODE BJTANICALNAME COMMON NAME SIZE SPACING QTY FqARC UVA ARCTOSTAPHYLOS UVA4URSI KINNIKINNICK 1GAL. 36"o.c. 105 PACTER PACHYSANDRA TERMINALIS JAPANESE SPURGE 1GAL. 247 o.c. 33 RUB NIE RUBUS CALYCINOIDES CREEPING BRAMBLE 1GAL. 36"o.c. 517 300 Lincoln Street Eugene, Oregon 97401 Phone: 541-3443332 Fax 541-344-1597 PROJECT Northwood Christian Church Morcolo Road Springfield, OR INDEX PLANTING PLAN JOB NO 2039 DATE 16 JULY 21 DRAWN BY ja, cros CHECKED BY JA REVISION Z STE�,� ti0 • LIf/NIN^^ • r...I 70 C. ANDF1280N H OREGON w 8-13-19 d-�E Ayg�'� SITE PLAN REVIEW SHEET NO L100 O Arbor South kchittc Wre, PC NWCCI M.Io.0520