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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/16/20238 VICINITY MAP SCALE: 1" = 1000' PRELIMINARY SITE PLAN REVIEW SITE MAP SCALE: 1" = 100' SHEET INDEX 00 PRELIMINARY COVER SHEET WITH SITE AND VICINITY MAP 01 APPROVED MASTER PLAN 02 EXISTING CONDITIONS PLAN 03 PRELIMINARY DEMOLITION, GRADING, AND EROSION AND SEDIMENT CONTROL PLAN 04 LEGEND SITE PLAN 05 PRELIMINARY DETAILED DIMENSION PLAN 06 EXISTING DECIDUOUS TREE fl PROPOSED , STORM DRAIN CLEAN OUT LIGHTING PLAN EXISTING o PROKM • 09 CONIFEROUS TREE FIRE TRUCK TURNING MOVEMENTS PLAN 10 STORM DRAIN CATCH BASIN STORM DRAIN AREA DRAIN GARBAGE TRUCK TURNING MOVEMENTS PLAN 13■ ❑ PRELIMINARY ■ Z FIRE HYDRANT R STORM DRAIN MANHOLE W Z_ �N ¢ WATER BLOWOFF Y 1 GAS METER ® D WATER METER o ® GAS VALVE LD cc IN W WATER VALVE w N GUY WIRE ANCHOR 3 N�QYI¢3 E— P. O ]YC W DOUBLE CHECK VALVE ® ® UTILITY POLE -0- AIR RELEASE VALVE AIR POWER VAULT T1 113 SANITARY SEWER CLEAN OUT o POWER JUNCTION BOX o v SANITARY SEWER MANHOLE O ® POWER PEDESTAL ❑ ■ SIGN T COMMUNICATIONS VAULT 10 STREET LIGHT # & COMMUNICATIONS JUNCTION BOX 0 • MAILBOX ® ® COMMUNICATIONS RISER O RIGHT—OF—WAY UNE— BOUNDARY UNE PROPERTY LINE CENTERLINE - - - - - - DITCH CURB EDGE OF PAVEMENT ---------------------------- — — — — — — — EASEMENT ---------------------------- FENCE LINE GRAVELEDGE .................................................................................. .......................................... POWER UNE - - - -P.w- - - -PMR— P. Pw OVERHEAD WIRE — — —NW— on. OHW COMMUNICATIONS UNE — c- C.— mu cou FIBER OPTIC UNE cFo — — — — uo — GAS UNE "S CAS "S — STORM DRAIN UNE SANITARY SEWER LINE — — — — sAR — — — — sm — sMR sMR WATER UNE —RAT —WAT— MT MT PRELIMINARY SITE PLAN REVIEW SITE MAP SCALE: 1" = 100' SHEET INDEX 00 PRELIMINARY COVER SHEET WITH SITE AND VICINITY MAP 01 APPROVED MASTER PLAN 02 EXISTING CONDITIONS PLAN 03 PRELIMINARY DEMOLITION, GRADING, AND EROSION AND SEDIMENT CONTROL PLAN 04 PRELIMINARY SITE PLAN 05 PRELIMINARY DETAILED DIMENSION PLAN 06 PRELIMINARY COMPOSITE UTILITY PLAN 07 PRELIMINARY LIGHTING PLAN 08 PRELIMINARY LIGHTING DETAILS 09 PRELIMINARY FIRE TRUCK TURNING MOVEMENTS PLAN 10 PRELIMINARY GARBAGE TRUCK TURNING MOVEMENTS PLAN 11 PRELIMINARY LANDSCAPE PLAN LAND USE PLANNING / AKS ENGINEERING & FORESTRY, LLC LANDSCAPE ARCHITECTURE / CONTACT: LARRY PANKEY, MARIE HOLLADAY CIVIL ENGINEERING / 12965 SW HERMAN ROAD, SUITE 100 TUALATIN, OR 97062 SURVEYING FIRM: PH: 503-563-6151 FAX: 503-563-6152 OWNER/APPLICANT: ARCHITECT: PROJECT LOCATION: PROPERTY DESCRIPTION: EXISTING LAND USE: VERTICAL DATUM: PROJECT PURPOSE: TOTAL ACREAGE: MARCOLA MEADOWS NEIGHBORHOOD LLC 27375 SW PARKWAY AVENUE WILSONVILLE, OR 97070 RONALD JAMES PED ARCHITECT 6850 BURNETT STREET SE SALEM, OR 97317 SPRINGFIELD OREGON, NORTH OF MARCOLA ROAD AND WEST OF 28TH STREET TAX LOT 1804 OF LANE COUNTY TAX MAP 17-02-30-00 LOCATED IN THE NORTHWEST ONE-QUARTER OF SECTION 30 AND THE SOUTHWEST ONE-QUARTER OF SECTION 19, TOWNSHIP 17 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON. VACANT, UNDEVELOPED LAND ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1625, ALSO BEING LANE COUNTY BENCHMARK NO. 158 LOCATED IN SPRINGFIELD, AT THE JUNCTION OF MAIN STREET AND 33RD STREET, 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF MAIN STREET, 46.3 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE BURGES RESIDENCE AT 185 33RD STREET, 22.6 FT EAST OF THE CENTER OF 33RD STREET, 19.7 FT SOUTH OF THE CENTER OF A DRIVEWAY, AND 3.6 FT NORTH OF UTILITY POLE NUMBER 135, WITH AN ELEVATION OF 478.11 FEET (NAVD 88, CURRENT CITY DATUM) SITE PLAN REVIEW FOR A NEIGHBORHOOD CONVENIENCE STORE AND DRIVE THROUGH COFFEE SHOP ±0.89 ACRES m Jul W2 cn cc U JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LIP 0111 � U a a F a a� � = y zZ Z To Z � W Z_ �N ¢ In 7 Z z�m d Z cc �3z�v W ZN F,oY ? W 3 N�QYI¢3 P. O ]YC W JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LIP mill, ' 1111 pm SEP -- .... ; � m� 1� n« NOW 'p O'� O 0 � 1= 1= Z OC massCL a i ---470-- l a: I a / 10.00' PRIVATE SANITARY SEWER EASEMENT, \ DOC. NO. 2022-007204 L--C-J Amy \ I I I \ \ � \i\ \ _ �, �a�.\��\��\1�\ \ U. —41 \ \ \ \ \¢6g\ I \ — IEM M .,T:�Deicaa=00z�e TAX LOT 1805 PARCEL 2 LPPN 2022—P305 TAX MAP 17.02.30 L �000�o�i�`�IHIOFI�iI�ilFlFl / N88'02'28"W 190.00' --------_ N88'02'28"W 5.00' / WELL ZONES PARCEL 1 / LPPN 2022—P3052 NOTES: 1. ELEVATIONS ARBASED ONGNO. QE1625, ALSO BEING LANE OUNTY O158 LOCATED SPRINGFIELD, AT THE JUNCTION N STREET AND 33RD STREET,\ I TAX LOT 1802 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF MAIN STREET, 46.3 FT SOUTHWEST TAX MAP 17 02.30 CORNEROF THE SOUTHWEST OF THE CENTER OF 33RD STREET, 19.7 GRESIDENCE AT 185 33RD .FT SOUTH OF THE CENTER OF A DRIVEWAY, AND23.6 FT NORTH OF.6 FT EAST OF \ \ T \ I AREA: 1.17 ACRESt UTILITY POLE NUMBER 135, WITH AN ELEVATION OF 478.11 FEET (NAVD 88). TAX LOT 1804 I I \ 2. HORIZONTAL DATUM: A LOCAL DATUM PLANE SCALED FROM OREGON COORDINATE SYSTEM OF 1983, TAX MAP 17.02.30 1GRAVEL AREA: 0.89 ACRESt DRIVEWAY SOUTH ZONE (3602) NAD83(2011) EPOCH 2010.0000. THE STATE PLANE COORDINATES WERE DERIVED ADJUSTED TRACT 2 \ /� I I \ / FROM THE TRIMBLE VRS NOW NETWORK. \\ VI ? o I DOC. N0. 2021-01490 3. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS AS PROVIDED BY OTHERS, AND PROVIDED PER UTILITY LOCATE TICKET NUMBERS 20017795, 20017797 AND 20017799. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA I �\ WELLHEAD ZONE 10 /? \ / CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING �� � / CONSTRUCTION. 4. THE TOPOGRAPHIC INFORMATION HEREON IS BASED ON AN EXISTING CONDITIONS PLAN PREPARED BY MULTI -TECH ENGINEERING DATED FEBRUARY 2019 AND MAPPED PER CAD FILE RECEIVED BY SAID FIRM ON JANUARY 7, 2020. ADDITIONAL TOPOGRAPHIC SURVEYING WAS PERFORMED BY AKS ENGINEERING & FORESTRY, LLC IN FEBRUARY 2020. 5. THIS IS NOT A BOUNDARY SURVEY TO BE RECORDED WITH THE COUNTY. BOUNDARIES MAY BE PRELIMINARY AND SHOULD BE CONFIRMED WITH THE STAMPING SURVEYOR PRIOR TO RELYING ON FOR DETAILED DESIGN OR CONSTRUCTION. ------- --------------------------------------- '---------------- -------- L 1 \\ \ ( 6. CONTOUR INTERVAL IS 1 FOOT. \ \ \ S88'02'28"E 7.00' / I I \52.50' PRIVATE ACCESS EASEMENT o / \ PER DOC. NO. 2022-007205 \ �\ m / ✓ o EX STM Cl RI \ 10.00' PUE p RIM: 468.64 — — \— — — — — — •:_ — _ o IE IN_464.92 49°E) — — — — — — — — — — - _ �- — T — Z „SIE OUT: 464.§1-( _ STREET TREE PLANTED DURING SOUTH PIP PHASE (TYP) — — — —46 - —588'02'28"E 188.00'- — — — — _ _ - - - -NAT-- �dYAT- WAT - - WAT- 18° IfiR LOM -COM -COM--- F -0011 -0011 468_--- — — — —cou-- ——colw,— — — —co-- — — —cou— — — —Cou- - — — — — 16" ST WATER MAIN —NAT— — — i—wAT_ — — -WAT- _ _ -wAT- — _ -MAT- — — -WAT- — — WAT- — — - I I MARCOLA ROAD -----46s �__--- Exs�M e-----_ RIM: 458.59 IE IN: 464.28 (30"E) \ _ - - - - - - - - \ - - - - - - - - - - - - - - - IE OUT: 464.42 30 K ? 30" CONC F' a ° raouw onw— — ' CHAIN LINK FENCE- nw— �9 onw CH �_.w_ Cw a _w --Cw d— CHAIN LINK a3// " /� FENCE /• �=-- m / rnM o CHAIN •om .. x © .cc r LINK O FENCE 0 o� (0 N � O CD Q x� GRAVEL DRIVEWAY TAX LOT 9700 TAX MAP 17.03.25AD N SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' x 34" w ¢ ccw o I" r Q U TAX LOT 1801 a TAX MAP 17.02.30 I o AREA: 15.01 ACRESt a o0 a Z \ e O 3 m o � � I 30.00' PUBLIC ACCESS AND Yo Z P h SANITARY SEWER EASEMENT N Z �\ DOC. NO. 2020-51253.°'10 0' 2 y Q (DJa 0 2!F n W N b�3�a a Z CC O W LL \ \ \ \ \¢6g\ I \ — IEM M .,T:�Deicaa=00z�e TAX LOT 1805 PARCEL 2 LPPN 2022—P305 TAX MAP 17.02.30 L �000�o�i�`�IHIOFI�iI�ilFlFl / N88'02'28"W 190.00' --------_ N88'02'28"W 5.00' / WELL ZONES PARCEL 1 / LPPN 2022—P3052 NOTES: 1. ELEVATIONS ARBASED ONGNO. QE1625, ALSO BEING LANE OUNTY O158 LOCATED SPRINGFIELD, AT THE JUNCTION N STREET AND 33RD STREET,\ I TAX LOT 1802 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF MAIN STREET, 46.3 FT SOUTHWEST TAX MAP 17 02.30 CORNEROF THE SOUTHWEST OF THE CENTER OF 33RD STREET, 19.7 GRESIDENCE AT 185 33RD .FT SOUTH OF THE CENTER OF A DRIVEWAY, AND23.6 FT NORTH OF.6 FT EAST OF \ \ T \ I AREA: 1.17 ACRESt UTILITY POLE NUMBER 135, WITH AN ELEVATION OF 478.11 FEET (NAVD 88). TAX LOT 1804 I I \ 2. HORIZONTAL DATUM: A LOCAL DATUM PLANE SCALED FROM OREGON COORDINATE SYSTEM OF 1983, TAX MAP 17.02.30 1GRAVEL AREA: 0.89 ACRESt DRIVEWAY SOUTH ZONE (3602) NAD83(2011) EPOCH 2010.0000. THE STATE PLANE COORDINATES WERE DERIVED ADJUSTED TRACT 2 \ /� I I \ / FROM THE TRIMBLE VRS NOW NETWORK. \\ VI ? o I DOC. N0. 2021-01490 3. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS AS PROVIDED BY OTHERS, AND PROVIDED PER UTILITY LOCATE TICKET NUMBERS 20017795, 20017797 AND 20017799. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA I �\ WELLHEAD ZONE 10 /? \ / CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING �� � / CONSTRUCTION. 4. THE TOPOGRAPHIC INFORMATION HEREON IS BASED ON AN EXISTING CONDITIONS PLAN PREPARED BY MULTI -TECH ENGINEERING DATED FEBRUARY 2019 AND MAPPED PER CAD FILE RECEIVED BY SAID FIRM ON JANUARY 7, 2020. ADDITIONAL TOPOGRAPHIC SURVEYING WAS PERFORMED BY AKS ENGINEERING & FORESTRY, LLC IN FEBRUARY 2020. 5. THIS IS NOT A BOUNDARY SURVEY TO BE RECORDED WITH THE COUNTY. BOUNDARIES MAY BE PRELIMINARY AND SHOULD BE CONFIRMED WITH THE STAMPING SURVEYOR PRIOR TO RELYING ON FOR DETAILED DESIGN OR CONSTRUCTION. ------- --------------------------------------- '---------------- -------- L 1 \\ \ ( 6. CONTOUR INTERVAL IS 1 FOOT. \ \ \ S88'02'28"E 7.00' / I I \52.50' PRIVATE ACCESS EASEMENT o / \ PER DOC. NO. 2022-007205 \ �\ m / ✓ o EX STM Cl RI \ 10.00' PUE p RIM: 468.64 — — \— — — — — — •:_ — _ o IE IN_464.92 49°E) — — — — — — — — — — - _ �- — T — Z „SIE OUT: 464.§1-( _ STREET TREE PLANTED DURING SOUTH PIP PHASE (TYP) — — — —46 - —588'02'28"E 188.00'- — — — — _ _ - - - -NAT-- �dYAT- WAT - - WAT- 18° IfiR LOM -COM -COM--- F -0011 -0011 468_--- — — — —cou-- ——colw,— — — —co-- — — —cou— — — —Cou- - — — — — 16" ST WATER MAIN —NAT— — — i—wAT_ — — -WAT- _ _ -wAT- — _ -MAT- — — -WAT- — — WAT- — — - I I MARCOLA ROAD -----46s �__--- Exs�M e-----_ RIM: 458.59 IE IN: 464.28 (30"E) \ _ - - - - - - - - \ - - - - - - - - - - - - - - - IE OUT: 464.42 30 K ? 30" CONC F' a ° raouw onw— — ' CHAIN LINK FENCE- nw— �9 onw CH �_.w_ Cw a _w --Cw d— CHAIN LINK a3// " /� FENCE /• �=-- m / rnM o CHAIN •om .. x © .cc r LINK O FENCE 0 o� (0 N � O CD Q x� GRAVEL DRIVEWAY TAX LOT 9700 TAX MAP 17.03.25AD N SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' x 34" Q Li W JJ a G Z ZLu Cn0 O O cc Z O W p 0 0nJLL cr Z _ <<m w22cn JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: DRANK BY: AC CHECKED BY: GEP 02 w ¢ ccw o r Q U a a a a Z y ' O (DZ Z Yo Z J N Z LLo Z �N 45 y Q (DJa 0 2!F n W N b�3�a a Z CC O W LL Q Li W JJ a G Z ZLu Cn0 O O cc Z O W p 0 0nJLL cr Z _ <<m w22cn JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: DRANK BY: AC CHECKED BY: GEP 02 TAX LOT 1801 TAX MAP 17.02.30 30.00' PAE AND PUE I NO. 2020-51253 \ � I ` I \ 4 \ 69� . 1 I I I I I I I I 0• — —470— — TAX LOT 1805 TAX MAP 17.02.30 — — — SAN — — DISTURBED AREA BOUNDARY – — — '1 \ �I r SEDIMENT FENCE (TYP)ocoao gp��p� �I 1 i tl� I 1�1 I I AI i TAX LOT 1802 / TAX MAP 17.02.30 / / / / / / iAT- wAT s` wnr- -468 —WAT— - - —WAT — TAT- - —wAT— - - -WAT--WAT--- --- --- - - --- - - INLET PROTECTION (TYP) \ - — �WAT — WAT — WAT MARCOLA ROAD J ase—oxw —onw— — oxw—a— _onw_ —a •— a- -oxw— — oxw D— oNw iaxw. —NW— Jig — ��axw— Q DEMOLITION KEYED NOTES 1. PROTECT EXISTING UTILITY 2. REMOVE EXISTING GRAVEL DRIVEWAY 3. PROTECT EXISTING SIDEWALK 4. REMOVE AND RELOCATE EXISTING OVERHEAD WIRE, POLES, AND GUY WIRES COORDINATE WITH UTIUTY PROVIDER 5. REMOVE EXISTING CURB �3:l:UlIzitmI MINNOW �•� LEGEND EXISTING GROUND CONTOUR (1 FT) ---469-- EXISTING GROUND CONTOUR (5 FT) ---470-- FINISHED GRADE CONTOUR (1 FT) 469 FINISHED GRADE CONTOUR (5 FT) X70 SEDIMENT FENCE (TO BE LTP INSTALLED PRIOR TO GRADING) —x x— DISTURBED AREA BOUNDARY � INLET PROTECTION DRAINAGE FLOW DIRECTION O CONCRETE WASHOUT AREA GRAVEL CONSTRUCTION ENTRANCE ABBREVIATIONS PILE PUBUC UTILITY EASEMENT PRAE PRIVATE ACCESS EASEMENT PAE PUBLIC ACCESS EASEMENT SSE SANITARY SEWER EASEMENT ROW RIGHT-OF-WAY N SCALE: I"= 20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22• N 3C a J a J Z O Lu G Lu Z Q z z N Q 0 J W a Z w Q J F - z V Q a z 5 W�� o mom JOQo m UwLu o Lu Q J W a OJa 0 V z Lu Q Q a a cf) JOB NUMBER: y w 05/10/2023 W ¢ DRAWN BY: U � LTP ¢ H � U O w w = ¢ U ¢ Q ¢ r w a aa U U Z y >o (q Z Z Z J W > Z � O � z�rn v J z a yWjS ONW ¢ W A.a Z W g 33 z z ¢ O ]Ynrna 6�2 F-�3 W LL a J a J Z O Lu G Lu Z Q z z N Q 0 J W a Z w Q J F - z V Q a z 5 W�� o mom JOQo m UwLu o Lu Q J W a OJa 0 V z Lu Q Q a a cf) JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: LTP Al I I I I I ° I I a I I ° I TAX LOT 1801 a TAX MAP 17.02.30 I I I I I I I I I I I. I g�gp4� d .a 30.0' PAE AND PUE DOC. NO. 2020-51253 . G 0 s a: 0 01�101oIO COMMERCIAL BUILDING 6,000 SF e \ °. r r; y 110.0' G�ppC� G°p4�a4 �4poaD —�SSE I— ppp g4�� ®► I I ��L 0000e fn I 2. NEW STANDARD VERTCAL CURB (TYP) � 3. NEW CONCRETE SIDEWALK (TYP) U 4. PRECAST CONCRETE WHEEL STOP (TYP) 0 I a � 7. STORMWATER INFILTRATION PLANTER (TYP) & SHORT TERM BIKE PARKING U .a 30.0' PAE AND PUE DOC. NO. 2020-51253 . G 0 s a: 0 01�101oIO COMMERCIAL BUILDING 6,000 SF e \ °. r r; y 110.0' G�ppC� G°p4�a4 �4poaD —�SSE I— ppp g4�� ®► I I ��L 0000e 52.50' PRAE 14 I t` ` 10.0' PUE a ,d TAX LOT 1805 TAX MAP 17.02.30 0101010 TAX LOT 1802 TAX MAP 17.02.30 MARCOLA ROAD 46.0' _ 75.0' ROW ---------------------------------- -I-- a e a — -- -- -- — < TAX LOT 100 TAX LOT 9400 TAX LOT 960 TAX LOT 9700 TAX MAP 17.03.25AD TAX MAP 17.03.25AD TAX MAP 17.03.25AD a a TAX MAP 17.03.25AD ® SITE PLAN KEYED NOTES fn u 2. NEW STANDARD VERTCAL CURB (TYP) � 3. NEW CONCRETE SIDEWALK (TYP) U 4. PRECAST CONCRETE WHEEL STOP (TYP) 0 r 6. COMPACT PARKING STALL (TYP) � 7. STORMWATER INFILTRATION PLANTER (TYP) & SHORT TERM BIKE PARKING U 9. LONG TERM BIKE PARKING 15 10. WOODEN PRIVACY FENCE 11. TRASH ENCLOSURE 12. NEW LIGHT POLE 13. LOADING ZONE 14. CROSSWALK PAVEMENT MARKING U 15. ZERO EXPOSURE CURB SITE AREA SUMMARY TOTAL AREA 38,560 SF 9�oz ACCESS EASEMENT AREA 4,000 SF a LANDSCAPING AREA 6,710 SF (19%) `I PARKING & DRIVE AISLE 19,520 SF SIDEWALK & CURB 2,360 SF GROSS AREA 6,000 SF BUILDING TOTAL IMPERVIOUS AREA 27,880 SF (81%) Qa BUILDING SUMMARY RETAIL SPACE 4,000 SF EATING/DRINKING ESTABLISHMENT 2,000 SF TOTAL AREA 6,000 SF 0 REQUIRED BIKE PARKING 4,000 SF RETAIL 1 SPACE/3,000 SF OF GROSS FLOOR AREA 1.33 SPACES 2,000 SF EATING/DRINKING ESTABUSHMENT: 1 SPACE/600 SF 3.33 SPACES 52.50' PRAE 14 I t` ` 10.0' PUE a ,d TAX LOT 1805 TAX MAP 17.02.30 0101010 TAX LOT 1802 TAX MAP 17.02.30 MARCOLA ROAD 46.0' _ 75.0' ROW ---------------------------------- -I-- a e a — -- -- -- — < TAX LOT 100 TAX LOT 9400 TAX LOT 960 TAX LOT 9700 TAX MAP 17.03.25AD TAX MAP 17.03.25AD TAX MAP 17.03.25AD a a TAX MAP 17.03.25AD ® SITE PLAN KEYED NOTES fn 1. NEW AC PAVEMENT (TYP) 2. NEW STANDARD VERTCAL CURB (TYP) � 3. NEW CONCRETE SIDEWALK (TYP) U 4. PRECAST CONCRETE WHEEL STOP (TYP) 5. ADA PARKING STALL (TYP) r 6. COMPACT PARKING STALL (TYP) � 7. STORMWATER INFILTRATION PLANTER (TYP) & SHORT TERM BIKE PARKING U 9. LONG TERM BIKE PARKING 10. WOODEN PRIVACY FENCE 11. TRASH ENCLOSURE 12. NEW LIGHT POLE 13. LOADING ZONE 14. CROSSWALK PAVEMENT MARKING U 15. ZERO EXPOSURE CURB SITE AREA SUMMARY TOTAL AREA 38,560 SF 9�oz ACCESS EASEMENT AREA 4,000 SF a LANDSCAPING AREA 6,710 SF (19%) PARKING & DRIVE AISLE 19,520 SF SIDEWALK & CURB 2,360 SF GROSS AREA 6,000 SF BUILDING TOTAL IMPERVIOUS AREA 27,880 SF (81%) Qa BUILDING SUMMARY RETAIL SPACE 4,000 SF EATING/DRINKING ESTABLISHMENT 2,000 SF TOTAL AREA 6,000 SF REQUIRED BIKE PARKING 4,000 SF RETAIL 1 SPACE/3,000 SF OF GROSS FLOOR AREA 1.33 SPACES 2,000 SF EATING/DRINKING ESTABUSHMENT: 1 SPACE/600 SF 3.33 SPACES TOTAL BIKE REQUIRED (25% TO BE COVERED) 5 SPACES PROVIDED BIKE PARKING SHORT TERM 4 SPACES LONG TERM 2 SPACES TOTAL PARKING STALLS 6 SPACES LLd REQUIRED PARKING z 4,000 SF RETAIL 1 SPACE/300 SF OF GROSS FLOOR AREA 13.33 SPACES 2,000 SF EATING/DRINKING ESTABLISHMENT: 1 SPACE/100 SF 20 SPACES TOTAL PARKING REQUIRED 33 SPACES PROVIDED PARKING STANDARD 9'X18' STALL 27 SPACES Z33.o�w COMPACT 8'X16' STALL 5 SPACES STALLS 2 SPACES ADA ACCESSIBLE TOTAL PARKING STALLS 34 SPACES W NOTE: REQUIRED SCREENING PER SECTION 4.4.110(B)(3)(b) WAS APPROVED TO BE IMPLEMENTED WITH THE MARCOLA PACE APARTMENTS (CITY FILED NO. 811-21-00276-TYP2) ABBREVIATIONS PUE PUBUC UTILITY EASEMENT PRAE PRIVATE ACCESS EASEMENT PAE PUBUC ACCESS EASEMENT SSE SANITARY SEWER EASEMENT ROW RIGHT-OF-WAY N SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' x 34' a Ma li J W aU) Q1=2z aWcn0 Lu Lu H 0 m O >-Uwo z i LL I� OO z LU li a U) JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LTP 04 fn W W � U ¢ r � U U W r Q U 9�oz a a a Qa Zy Z J LLd m z Z33.o�w w aNzr�, W y b�3�a z 0 tyynrna""33 Z O a Ma li J W aU) Q1=2z aWcn0 Lu Lu H 0 m O >-Uwo z i LL I� OO z LU li a U) JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LTP 04 TAX LOT 1801 TAX MAP 17.02.30 d ioIm i T \ II 4. /. - e e A '. \ C C 105 \ AN;0 0 0 0 0 0 0 5.0' 1 - e+.0 - 10.9' R15.0' R15.0' TAX LOT 1805 TAX MAP 17.02.30 0101010 24.0' ,. 24.0' I a R2.0' 0.5' (TYP) R15.0'Al '. R10.0' R5.0' 73 -10 16.0DO . 16.0' 25:0 I MR 8 65.0' 9 5.0' 31 5:0' 0.5' a (TYP - \\ ��4�� X24.0' -75.0 N nMn o OO� \\� 1. • a g�g Q� \COMBUILDING L 5.0' (TYP) 10.0, n • 6,000 SF �.Da10' 24.0' 12.0' I 7.8' TAX LOT 1802 TAX MAP 17.02.30 \ 25.0' 50.0' 18.0' 1a.o' 30.0' PAE AND PUE DOC.\� 9.0' NO. 2020-51253 \�\ \ R2.0' .i --------- ----- -- a a a " a a a 80.0' -- 9.0' 18.0'1 8.0' L! � .,. a R5.0' \-R2.0' i R2.o' �o R5.0' R5.0' 52.50' PRAE I 26.0' R5.0' ------------- -- -------------- va��< 10.0' PUE e. MARCOLA ROAD 46.0' _ 75.0' ROW ---------------------------------- -I-- a e - - - - a - - - - - - - - e -° TAX LOT 100 TAX LOT 9400 TAX LOT 960 TAX LOT 9700 TAX MAP 17.03.25AD TAX MAP 17.03.25AD TAX MAP 17.03.25AD a a TAX MAP 17.03.25AD ----------- - -- -- ABBREVIATIONS PUE PUBLIC UTILITY EASEMENT PRAE PRIVATE ACCESS EASEMENT PAE PUBLIC ACCESS EASEMENT SSE SANITARY SEWER EASEMENT ROW RIGHT-OF-WAY N SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' x W Q a Z Z O J U) a Lu J H pva Lu Jwcn0 � 5�pW W G m p0QO � 0 Lu oC Q LU � J Z OJ LL O z LU a U) JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: UP DRANK BY: AC CHECKED BY: UP 05 fn W W � U ¢ r � U U W r Q U 9oz Q W a a a Zy O Z J 0 Z LLp j Z `) a ayzhrn W N b�3�a z 0 tyynrna""33 z0 Q a Z Z O J U) a Lu J H pva Lu Jwcn0 � 5�pW W G m p0QO � 0 Lu oC Q LU � J Z OJ LL O z LU a U) JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: UP DRANK BY: AC CHECKED BY: UP 05 IT °° Y 4 TAX LOT 180130.0' PAE TAX MAP 17.02.30 F~ AND PUE I I I 11o.o' SSE I I CONNECT TO EXISTING I I WASTEWATER MAIN Y I CURB CUT STORMWATER INFILTRATION PLANTER INLET (TYP) gp4� CONNECTION TO ROOF�I DRAIN DOWNSPOUT l� STORMWATER INFILTRATION PLANTER OVERFLOW STRUCTURE (TYP) I I I I � I STORMWATER INFILTRATION PLANTER (TYP) WASTEWATER 010101010 COMMERCIAL BUILDING 6,000 SF FFE A71.05 No a �0 I J. W � U ¢ I a � I a U CURB CUT STORMWATER INFILTRATION PLANTER INLET (TYP) gp4� CONNECTION TO ROOF�I DRAIN DOWNSPOUT l� STORMWATER INFILTRATION PLANTER OVERFLOW STRUCTURE (TYP) I I I I � I STORMWATER INFILTRATION PLANTER (TYP) WASTEWATER 010101010 COMMERCIAL BUILDING 6,000 SF FFE A71.05 No //� I- �e x 000 �Il" p� ��ppp�4 o �O QOL a �0 ISI J. W � U ¢ r � U a //� I- �e x 000 �Il" p� ��ppp�4 o �O QOL PRAE �Q t d d a �® TAX LOT 1805 TAX MAP 17.02.30 0 0 1 0 1 0 1 0 1 0 1 oi1w1i0 1 0 1 0 1 0 TAX LOT 1802 TAX MAP 17.02.30 DOMESTIC WATER METER 11 1 11 1 ,y � — — — — — — — — — — — — — 10.0' PUE e. a- -—--------� CONNECT TO EXISTING CONNECT TO EXISTING Y MARCOLA ROAD AT— — _ —"T— —WT— — — —WT— — — STORM DRAIN UNE WATER MAIN T MT— —~"T— —.T— —WAT— — — —MT— — — � —.T— —.T— — — —"T— — — —WT— — — —WT— — — —MT— — — —"T. I I I 7s.a' 1 EXISTING FIRE ROW ----1------- 1 _ HYDRANT D TAX LOT 100 TAX LOT 9400 TAX LOT 960 TAX LOT 9700 TAX MAP 17.03.25AD TAX MAP 17.03.25AD TAX MAP 17.03.25AD d TAX MAP 17.03.25AD 6° TYP (2" MIN)! 24° MIN. CURB CUT ENTRANCE L ADJACENT PAVED AREA 18, ENTRANCE T EROSION CONTROL 42" TV (24" MIN) BLENDED 1 SOIL .\ _ NOTES: 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED INFILTRATION AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. 2. SETBACKS: INFILTRATION PLANTERS MUST BE 10' FROM BUILDING FOUNDATIONS AND 5' FROM PROPERTY LINES. 3. OVERFLOW: MINIMUM 2" FREEBOARD FROM OVERFLOW ELEVATION TO THE TOP OF PLANTER WALLS. 4. GROWING MEDIUM: GROWING MEDIUM SHALL BE A MINIMUM OF 24 -INCHES OF TOPSOIL OR THE SOIL SHALL BE AMENDED TO SUPPORT PLANT GROWTH AND HAVE A 50% ORGANIC MATTER CONTENT. IMPORTED TOPSOIL SHALL BE SANDY LOAM MIXED WITH COMPOST OR A SAND/SOIL/COMPOST BLEND. IT SHALL BE ROUGHLY ONE-THIRD COMPOST BY VOLUME, FREE DRAINING, AND SUPPORT PLANT GROWTH. THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL. ANIMAL WASTE IS NOT ALLOWED. 5. VEGETATION: VEGETATION SHALL BE PER APPROVED LANDSCAPE PLANS. VEGETATION OR SEED COVER SHALL BE ESTABLISHED AS SOON AS POSSIBLE AFTER THE STORMWATER FACILITY IS COMPLETED. 6. PLANTER WALLS: MATERIAL SHALL BE STONE, BRICK, CONCRETE, WOOD, OR OTHER DURABLE MATERIAL (NO CHEMICALLY TREATED WOOD). 7. INSTALL WASHED PEA GRAVEL OR RIVER ROCK TO TRANSITION FROM INLET OR SPLASH PAD TO GROWING MEDIUM. NOTES: STORMWATER FROM IMPERVIOUS AREAS TO BE DIRECTED TO STORMWATER INFILTRATION PLANTERS ABBREVIATIONS PUE PUBUC UTILITY EASEMENT PRAE PRIVATE ACCESS EASEMENT PAE PUBUC ACCESS EASEMENT SSE SANITARY SEWER EASEMENT ROW RIGHT-OF-WAY N SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' x 34' a �0 ISI W � U ¢ r � U a U W PRAE �Q t d d a �® TAX LOT 1805 TAX MAP 17.02.30 0 0 1 0 1 0 1 0 1 0 1 oi1w1i0 1 0 1 0 1 0 TAX LOT 1802 TAX MAP 17.02.30 DOMESTIC WATER METER 11 1 11 1 ,y � — — — — — — — — — — — — — 10.0' PUE e. a- -—--------� CONNECT TO EXISTING CONNECT TO EXISTING Y MARCOLA ROAD AT— — _ —"T— —WT— — — —WT— — — STORM DRAIN UNE WATER MAIN T MT— —~"T— —.T— —WAT— — — —MT— — — � —.T— —.T— — — —"T— — — —WT— — — —WT— — — —MT— — — —"T. I I I 7s.a' 1 EXISTING FIRE ROW ----1------- 1 _ HYDRANT D TAX LOT 100 TAX LOT 9400 TAX LOT 960 TAX LOT 9700 TAX MAP 17.03.25AD TAX MAP 17.03.25AD TAX MAP 17.03.25AD d TAX MAP 17.03.25AD 6° TYP (2" MIN)! 24° MIN. CURB CUT ENTRANCE L ADJACENT PAVED AREA 18, ENTRANCE T EROSION CONTROL 42" TV (24" MIN) BLENDED 1 SOIL .\ _ NOTES: 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED INFILTRATION AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. 2. SETBACKS: INFILTRATION PLANTERS MUST BE 10' FROM BUILDING FOUNDATIONS AND 5' FROM PROPERTY LINES. 3. OVERFLOW: MINIMUM 2" FREEBOARD FROM OVERFLOW ELEVATION TO THE TOP OF PLANTER WALLS. 4. GROWING MEDIUM: GROWING MEDIUM SHALL BE A MINIMUM OF 24 -INCHES OF TOPSOIL OR THE SOIL SHALL BE AMENDED TO SUPPORT PLANT GROWTH AND HAVE A 50% ORGANIC MATTER CONTENT. IMPORTED TOPSOIL SHALL BE SANDY LOAM MIXED WITH COMPOST OR A SAND/SOIL/COMPOST BLEND. IT SHALL BE ROUGHLY ONE-THIRD COMPOST BY VOLUME, FREE DRAINING, AND SUPPORT PLANT GROWTH. THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL. ANIMAL WASTE IS NOT ALLOWED. 5. VEGETATION: VEGETATION SHALL BE PER APPROVED LANDSCAPE PLANS. VEGETATION OR SEED COVER SHALL BE ESTABLISHED AS SOON AS POSSIBLE AFTER THE STORMWATER FACILITY IS COMPLETED. 6. PLANTER WALLS: MATERIAL SHALL BE STONE, BRICK, CONCRETE, WOOD, OR OTHER DURABLE MATERIAL (NO CHEMICALLY TREATED WOOD). 7. INSTALL WASHED PEA GRAVEL OR RIVER ROCK TO TRANSITION FROM INLET OR SPLASH PAD TO GROWING MEDIUM. NOTES: STORMWATER FROM IMPERVIOUS AREAS TO BE DIRECTED TO STORMWATER INFILTRATION PLANTERS ABBREVIATIONS PUE PUBUC UTILITY EASEMENT PRAE PRIVATE ACCESS EASEMENT PAE PUBUC ACCESS EASEMENT SSE SANITARY SEWER EASEMENT ROW RIGHT-OF-WAY N SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' x 34' Q a z H J J WF_ LU a cl) V) z CO w cn 0 G � O O p °C �wO Uo j LU z O iLL MO Z LU I.L acn JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LTP 06 fn W W � U ¢ r � U U W r Q U Q Q a Q Q Z y U Yo (D Z Z J N Z LLd � Z y�N w a C7 6 O z�rn v Z J a W W � ayzhrn W N b�3�a z 0 tyynrna""33 Z O Q a z H J J WF_ LU a cl) V) z CO w cn 0 G � O O p °C �wO Uo j LU z O iLL MO Z LU I.L acn JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LTP 06 TAX LOT 1801 TAX MAP 17.02.30 �V4oflols gogp4i d ®=— P-1 (TV) D + T u y pp ����4G3 ®► / 0 -OMMERCIAL I n - BUILDING 6000 SF \ / t TAX LOT 1805 TAX MAP 17.02.30 0 � 0 � 0 � 0 TAX LOT 1802 TAX MAP 17.02.30 LUMINAIRE AND POLE SCHEDULE LABEL TAG DESCRIPTION MOUNTING HEIGHT FT OTY TOTAL LUMENS -UM. WATTS LLF LP -1 NEW US ARCHITECTURAL UGHTING VALULUME LED (VLL-LED-PLED-III-W-40LED-350mA-WW-I-RAL-8019-T) 14 4 5,935 45 0.9 o a • © a . .•a N SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' x 34' Q a z W J Q F- 0 z z Lu Co O _ W O �O0o �Uwo oC Q J LU z O JLL V Z LU OC ac/5 JOB NUMBER: fn W DATE: W � U DRANK BY: ¢ r � U U W r Q U a a a a a Z y Y8 z_ Z Z J LLd m Z z a CP ayzhN W N b�3�a 0 33 Z 0 yynrna Q a z W J Q F- 0 z z Lu Co O _ W O �O0o �Uwo oC Q J LU z O JLL V Z LU OC ac/5 JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: LIP 0■7 VALULU_ME SERIES_- PLED', POLE DRILLING TEMPLATE WALL MOUNT PLED" MODULES R' (stmml r tae mm) sawand we WIREWAY O®^ml MOM. BD LED Array .Sd JmD�A. Ommm)-..-.-- 7Avaifobleun: PLED EXTRUDED ALUMINUM ARM AND CAST A.= Q.)) i•Q • ••0 JEU IA. Otani ALUMINUM WALL BRACKET ASSEMBLY 13)HOLES PROVIDEDWITH BUILT IN GASKEFED WIRE 80&40 LEDArray ACCESS FORFIXTUREINPPLY WIRE CONNECTION. 40 LED Array WALL PLATE Drive yyyysstteIn HID No. of LEDs Current Watts Equivalent –I— 350mA 45 70-100 T 40 5251 Be 100-150 SB.6.5' IOQnA 91 175 ",I. (Immm) Y 1 1p51A'riA 14R 200-250 355th A 92 150-175 �I .60`DIA. 90 525mA 136 200-250 18mn8 ml l (4) HOLES 10omA 184 400 1050rnA 265 450 LS[ 1tLE110L0111IIIIIIIIII I 111111111111]I91FY:IIIIIIIIIIII I ] VlC LFI O VLLLED El PRE 11 0801130 01050mA 0NV4 - O I.., ..... .... �. ❑BLACK [IHIGHLOW DIMMING FOR RIDOOmA R_ppY l]RTa:. .good( PL II,...... ® a DP-DaFk PIMinum pA49DaS} H41dMg8DMCHINGU 350-TOW{snug( 3Jmvw 9`adrv• ❑MEII FRONT ROW ® ❑401® 07MMA ❑CW (5000K) ❑2180,.....N 32l-PoW{Zlupt NONINTEGRATED MOTION SENSM ..... 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Ii ( Pio(nrr w01.e.7P.1W-w.veum0uamrconlrN Maeub T Ll TYPE III MED. rano sWP0.A Or vellm dities Senor 1-15 MWnlirg HataxUrWhadefind GASWH=Famwy Installed Glare Shield WH*^ SWPo•1X-We ei ievsmmr Only, i'is'xw Z l Wireless Ni 15 - 40 un PIEDIII M.. LCO01i arm Wun, 11 TWO LOCK a ccm VOLTAGE ■■ 0 11 DARK RECEFIACD ONLY... MR OCN .is 11 TYPE: IS WIDE ® a ]90 .....W BRONZE 11 11 IFIN M'ISf LOCK fr C PLED -111 W.. Din '. oMpnLKnlLmmtl4mO WetlfiN.pAerb•'=m4eelwfpMa^10.0itlPoeeF^MNLip mooselly M^tleirld me 11,11,8019"T ONLY... Wily ''CIS3 ZEN ❑ TYPE IV ® 0208 ❑ 490...... - iIANaSarE mepima. ❑ SINGLE FIRE amhussilmgu. Xwwam aa FLET ..... nmeoossiossiW Fave—rwasomormnwnrer.Xmem6bk"WmhnetimMmNIMFIpnwW12Wmn, 0 GREEN � , 27th, 34711).. si 4nia0enRp3lrvaly ❑ TYRIV Om a RAL6WSi Prem, IaEo-rvrr PLE ® heeuwtloaw{'L.)xnnmtlilunJgmmnodwaueramwh ED MCNm1aN.Mpfl1.M5. LXAl. ❑ DOUBLE FUSE ede0pamnrNmeennwomerwncaoEane .. . ❑277 PDAnOR..... UPAsnl a, (2(IBV, 24011. 48M.. DIF w wll,ezwaq. ssmandwed mppmmemep SPLPMrunnmrnlmue PnzmpnpMm^ammr«"lane.impMlpmnap^nneawaseewrrerwwaammwN.r,emalplaeeMr llpeollawasunr aspe^nnewnrnm. . II miemalinmmnMn. n.ersla.lmppnaev,nimlmnanwircamaePnprrememvaaAevni9nsawwmptra.amka.Xr.limeaeMempulaummllrourlgbny ❑ TIPEVNARIiDW PLED-VS4N... ® ❑3O WALL MOUNT xmxsunp s' 'a"L'I O BLUBTOOTIMO BLE SENSOR PHraNs. gONSENSOR ❑ TYPE VMED. Dig ❑WM........ - '_- __ -- (vaom'.Mollorvsonm Fxoro7aaD p PIEDVBQ#1 .. ® SEE'EN16i�NAroO' MSf911 aaonoxmmmm ❑ 15PE V WIDE PLEo-vao-w.. ❑0 ^maNWWmrA°'M''I ".ARCHITECTURAL U.S. Architectural Lighting �r[aua53mm core4nva4wl _® an - Ordering Information SAMPLE NUMBER: GWC-S C-740-U-T4FT-GM Product Specifications O CnatrMtti00 • Driver enclosure thermally isolated from optics for optimal thermal performance • DIPCaat aluminum heat o rds • IP66ratetl housing 1.513 vibration owed Optics • Patents,highefficienryinjectionmolded AMULED Optics technology • 13optical distributions • IDA Certified(3000K CCTand warmer only) Electrical • LED driver assemblymounted for ease of maintenance • Standard with 0-1 OV dimming • Optional 10101 or 2DW surge module • Suitable for operation in i CTo 40C ambient environments. Optional 50C high ambient (HA) configuration. Mounting • Gaske and zinc plated rigid steel mounting attachment • "Hook-N-Lock"meobanismfareasyinstallatian Finish • Housing finished in super durable TGIC polyester powder spat paint, 2.5 and nominal thickness • Heart sink is powder coated black RAL and custom color matches available • Coastal Construction (CC) option available Warranty • Fiveyearwarmay uf) COOPER P550004ETEN pal we•callem Wall SV •Is uare b61smA TssaaCth,220 ( u•1261r1v Ez-TypeN W 13=Type IN B]=0 sett RIDOOmA R_ppY l]RTa:. .good( SAFT-Typeiv Forwariduraw D -40I 3=2011 DP-DaFk PIMinum 7k ad 4Wry LRdryellwlOplll Conttol G1114NO oc Melallm 350-TOW{snug( 3Jmvw 9`adrv• WN=wnne 750-TOW{maMt BLaroSo spill Comrol 32l-PoW{Zlupt SLL=m'SpIII LIAMEIImintlorLeft Oa0-PoW{3nOp( .1i ORIILAM EO TH7pgM1t ANSI ager, 591kmu pW-Rallsrgular WilleTryel r SND-TpoVSgmre Narmw sM- owv3gu•re Medium swa-rype v saoarewlde F=Single Fused (120,277 or INTO, Mug Sawn VWIrye) BPC=BullanTryrye Fnol[mnMl(1RO. YOB,RW or2TTV.Mm13pMhVollegel OUM100=PM1ota[[MM SM1mIilmg Capa M-NEunder TwhBc[YFAONronWIP.e-edete ACA ff=Ooubk Fuaetl(ROB.&OorOmV MUMSpaih Vollagel 04p1ID16-N'I bmnla, nirmalmmou 10K=10kVSmge Module pR7=NFMAbPINTwitll.klM1obcunOal Recep[ttie° 04M1m1=NFMAPMIumnlm1347VI ROH=Sentt30FVUL1dd9Surge PNe[iive0rviue 8Po1=01mmirg0e[uWnrySentorwib BlueloNM1 lnhtlacee5'Mounting n" 09M1R-NEMAPAma[omrnl OXV- 0M=Epanal0-0OVDimmimL mmus SPoR=Dammim,Comm•rlcy Sensor with BluelooM llBetlm. MRI2m=10kV"ma MWu'a Replacement ` CB111t,ry PacFMtlll Bw. COId Wealb NRA e[nv Man 8'-RO'MWoli MA10691a-iAMAraMA Bxk Bm (Dual So [Hy Com( LSM;&. -Th deld rl mand Nouse SihShied a. Us mh Back Bm, Cold WeaUar paled, SPod=Dlmmirg Omgww 3enaw with BtO..M1 lO.d.n, LSMaSBN-Glare shi Mack a -N MBNIerYP CfCmmpllant a♦ RI' 40'Moumingnn C. LS MH-Glmeshidd,WAiNan.w 1.90-0plic[ Rateded 90' Let Y&LKK=MNmn Sensor br On/000passian'+'+^ LWFSzP imemr shiest. Black a9&Optica"" ED'RiIn' MMDIM LXX=Motion Senmrfor Dlnmilg Opemtion"++" FSIp-IOp=Wirelw Configmelimimlbr Occupanrysenap" Hss=Eanmyle'dereexmwesme SM1ielev zw=waveum-ma1M4 PIN TwiMNukpeceplamenw ( Pio(nrr w01.e.7P.1W-w.veum0uamrconlrN Maeub T Gp3B&Fatlarylntlalletl Glare SnieM,BI ZD=Women Module with MLl driver md4 %N pecepladenv h rano sWP0.A Or vellm dities Senor 1-15 MWnlirg HataxUrWhadefind GASWH=Famwy Installed Glare Shield WH*^ SWPo•1X-We ei ievsmmr Only, i'is'xw Z l Wireless Ni 15 - 40 un HA A bkmX 'I LCO01i arm Wun, A -F::oMl Instal NnTig, LONF-Ronnifighed Wireless sonand, Wide Lens far 8-16 a ccm Wi Mesa Stood, harrow Lens Sir 16 40 M MM45�A'fte�FVWM Dim, 5 Home Ismaron, Ficipme I OCN .is is a MI0355=AXm H W ra Pm, T H OU ra ^ .MM-AXtt Hwr[ Cim. S Hwr['• fr C OAU -MM Driver" '. oMpnLKnlLmmtl4mO WetlfiN.pAerb•'=m4eelwfpMa^10.0itlPoeeF^MNLip mooselly M^tleirld me 10 GlipMeerY¢bevenvw^xe MprylrN^Aetlrquiena^el"mYpompnMvin w Ngnapw PopimalimirMm35'C.XdmtrLleinewMYutinnmuammrnpmmarlROPM. ''CIS3 ZEN rombeM55anm NC CM1mxdfiremnenlA,awpliMmmamWM'rvxanmlmlYMreileElexXn5Wg.5Np.A3, ]I. WM1lrewaemmwaMpeemellM1weirgmbrapXwn - C"m UXtlllkmtlobvemmryuz n wm NEnpom - iIANaSarE mepima. mu.bl.nFnxPplwn. amhussilmgu. Xwwam aa e . nmeoossiossiW Fave—rwasomormnwnrer.Xmem6bk"WmhnetimMmNIMFIpnwW12Wmn, 24CE11rnhclaW,M.LAN.SlnN.DAEMIµaw XP.CmPmflmwpPbPnlzmwimm <a(lmuWseloomINaid,PerX6 4nia0enRp3lrvaly mmva�lbee NaellirteMrtMpllirtePNeeNi911egMuane TArce FTaxbrreErnupee0tluayamm). eAliglraqurt. a Prem, wwXaymnomleeaameneeals'rmmfimre, heeuwtloaw{'L.)xnnmtlilunJgmmnodwaueramwh mimossinging, Am ume unALOP wNw.u.sucuoustionam yIeIXAlvwere. MCNm1aN.Mpfl1.M5. LXAl. 12 ee9mwwe. •pm^mbn. ^9 ede0pamnrNmeennwomerwncaoEane emu.NewlmsL xiSY�xn�w¢paw mmanwern.wounk, nwypbHmaaaa. ]IvhauYnzwnrzErteeptmk m.CnmmlmmnlmreSm PPC. paeua.'nn of andereakes w wll,ezwaq. ssmandwed mppmmemep SPLPMrunnmrnlmue PnzmpnpMm^ammr«"lane.impMlpmnap^nneawaseewrrerwwaammwN.r,emalplaeeMr llpeollawasunr aspe^nnewnrnm. smanarviaxuhsuilk, pkmunrryuireamalmgeaymemtlebana.sw mmmvanankranene. II miemalinmmnMn. n.ersla.lmppnaev,nimlmnanwircamaePnprrememvaaAevni9nsawwmptra.amka.Xr.limeaeMempulaummllrourlgbny w maL,FacALa Pdimomiml, IZa M`Ypmmawasuaw Rr`w mament andann model Product Specifications O CnatrMtti00 • Driver enclosure thermally isolated from optics for optimal thermal performance • DIPCaat aluminum heat o rds • IP66ratetl housing 1.513 vibration owed Optics • Patents,highefficienryinjectionmolded AMULED Optics technology • 13optical distributions • IDA Certified(3000K CCTand warmer only) Electrical • LED driver assemblymounted for ease of maintenance • Standard with 0-1 OV dimming • Optional 10101 or 2DW surge module • Suitable for operation in i CTo 40C ambient environments. Optional 50C high ambient (HA) configuration. Mounting • Gaske and zinc plated rigid steel mounting attachment • "Hook-N-Lock"meobanismfareasyinstallatian Finish • Housing finished in super durable TGIC polyester powder spat paint, 2.5 and nominal thickness • Heart sink is powder coated black RAL and custom color matches available • Coastal Construction (CC) option available Warranty • Fiveyearwarmay uf) COOPER P550004ETEN pal Lighting Solutions pp^I 12,2021 155 PM Z Q U) J Q W W a� 01=2Z O w O �000 >-Uw0 cra2J ?p�LL �OUZ LU o� — C/5 JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRAM BY: AO CHECKED BY: UP to W W Q U 1- ¢ r � U O W r Q U Q W a Qa U U Z y O ,:OD Z Z J �N Wun, Z a LLo M Z OCN .is (A a ZOO^ U a fr C Z Cli oin lZ,] WR ''CIS3 ZEN W r 2NF�5C 4NJ Z W eO ¢ ri `1d C7 Z OZ O crn�l�o3 W LL Z Q U) J Q W W a� 01=2Z O w O �000 >-Uw0 cra2J ?p�LL �OUZ LU o� — C/5 JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRAM BY: AO CHECKED BY: UP TAX LOT 1801 TAX MAP 17.02.30 vor, ooa@@& oxog )MMERCIAL BUILDING 6000 SF IN lml, 'kl Wmpa Fre lid 49 O © i ff—p t.......J TAX LOT 1805 ®� TAX MAP 17.02.30 0101010101010 TAX LOT 1802 TAX MAP 17.02.30 ° lu'vogig 1 1 L 40' tS ZL PUMPER FIRE TRUCK OVERALL LENGTH OVERALL WIDTH OVERALL BODY HEIGHT MIN BODY GROUND CLEARANCE TRACK WIDTH LOCK -TO -LOCK TIME MAX WHEEL ANGLE 40.00 FT 8.167 FT 7.745 FT 0.656 FT 8.167 FG 5.00 SEC 45' N SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' x 34' Z a J m U) z LuLu O � Z C'3 Z aj Mz m j W H F- a V Va pC z F— 0 LU Lu �OQO �Uwo j z j LL c O Z LU I.V a c/5 JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: UP 09 fn W W � U ¢ r � U U W r Q U Q Q a Q Q Z y U Yo z Z Z J 7 N Z 2 LLp U) Z N 6 aN=rN w N b�3�a 0 33 Z 0 yynrna Z a J m U) z LuLu O � Z C'3 Z aj Mz m j W H F- a V Va pC z F— 0 LU Lu �OQO �Uwo j z j LL c O Z LU I.V a c/5 JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRANK BY: AC CHECKED BY: UP 09 TAX LOT 1801 TAX MAP 17.02.30 ° vvgog 000@0& pOxgg Q904���4 �4o�aD pa �oag4p� 010101010 �* r )MMERCIAL BUILDING 6000 SF .fel. k4od GAO? 7 1 . a TAX LOT 1805 TAX MAP 17.02.30 1 _1 _1�ILL,-A,I11111,Y= uVaNg G� g04G TAX LOT 1802 TAX MAP 17.02.30 n 35' 4.0 20' REAR—LOAD GARBAGE TRUCK OVERALL LENGTH 35.00 FT OVERALL WIDTH 8.375 FT OVERALL BODY HEIGHT 10.546 FT MIN BODY GROUND CLEARANCE 1.00 FT TRACK WIDTH 8.375 FG LOCK -TO -LOCK TIME 6.00 SEC CURB TO CURB TURNING RADIUS 29.30 FT N SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' x 34° fn W W Q U ¢ r � U O W r Q U a a a a a Z y O (v2 ZJ yo N > z Oc Z LLp m Z m a z�rn v Z a �=o�w W p3z�vx w r �NF�Y Z W z 0= yH�a"'x Z O Z Q J a U) F_ z Lu Lu z z H J Y a U OC �aF- U) Lu�2z Lu a�0� ��wo o�a�J ?Jp�LL O z LU a U) JOB NUMBER: 7736 DATE: 05/10/2023 DESIGNED BY: LTP DRAWN BY: AC CHECKED BY: UP 10 TAX LOT 1801 TAX MAP 17.02.30 �gvgRg o0ogg& 000 I e I � I � I I I I I I I I I I I I I DARK BEAUTY HEATHER (TYP) AMERICAN HOPHORNBEAM (TYP) I I I I .._..... � 00004. ML Hi p�pa� 0&&A �4poaD p� �op��4a� ®► r TAX LOT 1805 TAX MAP 17.02.30 p%pLi�; ZI I ®� MARVELOUS MARBLE J L STELLA DE ORO DAYULY (TYP) CORAL BELL (TYP) EMERALD GREEN ARBORVITAE (TYP) 0Io101313 ��Fy4�ri®p'►!eA'1r�' � .,�0Moe��pA:�0e�.O.Da caom1,e WINTER DAPHNE (TYP) - I °O ee ee / DAVID VIBURNUM COMMERCIAL RO .. R �s II BUILDING. iii SF KINNIKINNICK (TYP)�I! COMPACT SPREADING RUSH/SLOUGH SEDGE (TYP) I q � o®- EXISTING STREET TREE TO REMAIN (TYP) MORNING LIGHT MAIDEN GRASS (TYP) KATSURA TREE (TYP) IRRIGATION POINT OF CONNECTION (POC) MARCOLA ROAD 0 0 0 0 0 0 0 32221- - 0 0 0 HAMELN FOUNTAIN GRASS (TYP) APPLE BLOSSOM INDIAN HAWTHORN (TYP) BOWHALL MAPLE (TYP) TAX LOT 1802 TAX MAP 17.02.30 BIRD'S NEST SPRUCE (TYP) 9 a a __ —1 - — -- — I'— - - T —a TAX LOT 9400 TAX LOT 9600 TAX LOT 9700 TAX LOT 100 TAX MAP 17.03.25AD TAX MAP 17.03.25AD TAX MAP 17.03.25AD TAX MAP 17.03.25AD .. PRELIMINARY PLANT SCHEDULE TREES 0 QTY BOTANICAL NAME COMMON NAME 7 ACER RUBRUM 'BOWHALL' BOWHALL RED MAPLE 6 CELTIS OCCIDENTALIS COMMON HACKBERRY 2 CERCIDIPHYLLUM JAPONICUM KATSURA TREE (D 6 OSTRYA NRGINIANA AMERICAN HOPHORNBEAM SHRUBS Qn BOTANICAL NAME COMMON NAME Q 25 CALLUNA WLGARIS'DARK BEAUTY DARK BEAUTY HEATHER C3 20 DAPHNE ODORA IWNTER DAPHNE 0 14 HEMEROCAWS X 'STELLA DE ORO' STELLA DE ORO DAYULY 0 13 HEUCHERA AMERICANA 'MARVELOUS MARBLE' MARVELOUS MARBLE CORAL BELL 2 ILEX CORNUTA 'BURFORDII' BURFORD HOLLY 15 MISCANTHUS SINENSIS 'MORNING UGHY MORNING LIGHT MAIDEN GRASS 0 14 NANDINA DOMESTICA 'COMPACTA' COMPACT NANDINA 0 117 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS ® 18 PICEA ABIES 'NIDIFORMIS' BIRD'S NEST SPRUCE ® 66 RHAPHIOLEPIS X 'APPLE BLOSSOM' APPLE BLOSSOM INDIAN HAWTHORN 0 8 THUJA OCCIDENTALIS 'SMARAGD' EMERALD GREEN ARBORVITAE 0 6 VIBURNUM DAMDII DAVID VIBURNUM GROUND COVERS QTY BOTANICAL NAME COMMON NAME 352 ARCTOSTAPHYLOS UVA—URSI KINNIKINNICK ±1,354 SF 50% (UNCUS PATENS SPREADING RUSH 50% CAREX OBNUPTA SLOUGH SEDGE SIZE/CONTAINER SPACING 2" CAL. B&B AS SHOWN 2" CAL. B&B AS SHOWN 2" CAL. B&B AS SHOWN 2" CAL B&B AS SHOWN SIZE/CONTAINER SPACING 1 GAL CONT. 24" o.c. 2 GAL CONT. 48" o.c. 1 GAL CONT. 24' o.c. 1 GAL. CONT. 24" o.c. 5 GAL. CONT. 60" o.c. 1 GAL CONT. 36" o.c. 2 GAL CONT. 36" o.c. 1 GAL CONT. 24" ox, 5 GAL CONT. 48" O.C. 5 GAL CONT. 48" o.c. 4'-5' HT. B&B 36" o.G. 2 GAL CONT. 36" o.o. SIZE/CONTAINER SPACING 1 GAL CONT. 30" o.c. 1 GAL CONT. 100 PER 100 SF 1 GAL CONT. 100 PER 100 SF PRELIMINARY LANDSCAPE NOTES 1. ALL TREES TO CONFORM TO SPRINGFIELD DESIGN STANDARDS AND TO THE AMERICAN STANDARD FOR NURSERY STOCK Z60.1 (CURRENT EDITION). ALL TREES ON SIZE SHALL MEET THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS FOR NURSERY STOCK (ANSI Z60.2). TREES SHALL BE HEALTHY NURSERY GROWN STOCK AND BE AT LEAST 10' HIGH WITH WELL—FORMED, SYMMETRICAL BRANCHING STRUCTURE. ALL TREES SHALL HAVE A SINGLE STRAIGHT TRUNK, A WELL—DEVELOPED LEADER WITH TOPS AND ROOTS CHARACTERISTIC OF THE SPECIES CIILTIVAR OR VARIETY, AND BE FREE OF INSECTS, DISEASES, MECHANICAL INJURY, AND OTHER OBJECTIONABLE FEATURES WHEN PLANTED. PLANT IN ACCORDANCE NTH ACCEPTED BEST PRACTICE INDUSTRY STANDARDS SUCH AS THOSE ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD (OLCB). 2. PLANT SPECIES, SIZES, LOCATIONS, QUANTITIES, ETC. ARE PRELIMINARY AND MAY BE SUBSTITUTED OR REVISED PRIOR TO FINAL INSTALLATION DUE TO SITE CONDITIONS, AVAILABILITY, ETC. WHERE ALLOWED BY SPRINGFIELD DESIGN STANDARDS. FIELD ADJUST PLANTINGS ON SITE AS NECESSARY TO AVOID CONFUCTS PATH UTILITIES, METERS, LIGHTS, DRIVEWAYS, ETC. 3. MULCH: APPLY 3" DEEP WELL—AGED MEDIUM GRIND OR SHREDDED DARK HEMLOCK OR FIR BARK MULCH UNDER AND AROUND ALL PLANTINGS. CARE SHALL BE TAKEN TO AVOID COVERING FOLIAGE OR ROOT CROWNS OF PLANTS. PLANTS SHALL BE SET ABOVE SOIL LEVEL SO THAT THE CROWN OF THE ROOTBALL IS FLUSH WITH THE FINISH GRADE OF MULCH APPLICATION. 4. IRRIGATION: ALL LANDSCAPING SHALL BE AUTOMATICALLY IRRIGATED BY AN UNDERGROUND SYSTEM TO ENSURE PLANT SURVIVAL DURING PLANT ESTABUSHMENT (A MINIMUM OF TWO YEARS). IRRIGAT10N SHALL BE 'DESIGN—BUILD' BY THE LANDSCAPE CONTRACTOR, PERFORMING ALL WORK NECESSARY FOR THE COMPLETE INSTALLATION OF THE IRRIGATION SYSTEM PER CITY OF SPRINGFIELD STANDARDS. N SITE AREA SUMMARY TOTAL AREA 38,560 SF ACCESS EASEMENT AREA 4,000 SF LANDSCAPE AREA 6,710 SF (197.) SCALE: 1"=20 FEET 20 0 4 10 20 ORIGINAL PAGE SIZE: 22' r 34° Q z a Q M ^ H W cl) 1Q z V ) W iii O W zm0� �OQO �Uwo LU ?JO�Ii G I� OO z Lu I.V a U) JOB NUMBER: 7/36 DATE: 05/10/2023 DESIGNED BY: TEB DRANK BY: TEB CHECKED BY: 1 LTP 11 N W W � cc 1- ¢ 1- Z Z y Z z Z J �� f5 a N Z Q LLo 53 z ZayZ�N w N b�3�a 0 33 Z 0 yynrna Q z a Q M ^ H W cl) 1Q z V ) W iii O W zm0� �OQO �Uwo LU ?JO�Ii G I� OO z Lu I.V a U) JOB NUMBER: 7/36 DATE: 05/10/2023 DESIGNED BY: TEB DRANK BY: TEB CHECKED BY: 1 LTP 11