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Home My WebLink AboutPlan, Tentative APPLICANT 2/16/2023I I I I 150.00' I 110 I I IF4 o s` ♦Ei ^VNI] 3 I �1Uo I I `S_TORMWATER MANHOLE -1 I copyright 0 2012 Branch Engineering, Inc. CURVE TABLE N S,Te LENGTH BE7JNERDA, RDA, *ranch CHORD C1 1 296.84 > A Z ENGINEERING= N7S2921-E, 296.70 LEGEND 25 � '� A SOIL MAPPING DEUNEITION"• pa WATER/GAS VALVE J. WRHIN CITY OF = x i Since 1977 � SPRINGFIELD CRY LIMITS S � A ��e-J TRAFFIC SIGNAL Z DETAILED TREE MAPPING WAS NOT PERFORMED AS THERE ARE 0 TREES BEING DESIGNATED FOR Ln /� civil transportation O rn structural •geotechnical 5. SOIL MAPPING IDENTIFICATION NUMBERS ARE LISTED BELOW: —i HARLOW ROA, SURVEYING 310 5th Street 118: SALEM GRAVELLY SILT LOAM y URBAN GROWTH BOUNDARY EXTENDS N / '�� Springfield, OR 97477 541.746.0637 5300 — C. 224A: COURTNEY GRAVELLY SILTY CLAY LOAM p: "I" t0) ALONG 15 CORRIDOR 6. A � .(LOt 1016 AND SEALED BY MITCH DURYEA. www.BranchEngineering.com CURVE TABLE CURVE f LENGTH I RADIUS I DELTA CHORD C1 1 296.84 2819.79 06'01.83• N7S2921-E, 296.70 TO SCALE Pi1.Rlr1r OFFSS GINO #69162PPE DIGITALLY SIGNED OREGONe 'I� 9N�4RY 10. EXPIRES: DECEMBER 30, Z023 project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES, December 30. 2023 revisions LEGEND NOTES • • TIME OF TRAVEL DELINEATION" E O UTILITY VAULT BOX 1. ALL EXISTING IMPROVEMENTS AND BUILDINGS ARE TO REMNN. 2. THE PRESENT USE OF ALL STRUCTURES IS COMMUNITY COMMERCIAL RETAIL SALES. 25 SOIL MAPPING DEUNEITION"• pa WATER/GAS VALVE J. THERE ARE NO EXISTING FLOODWAY BOUNDARIES PER FEMA FIRM MAP PANEL 41039CII33F AS 050 li ADOPTED ON JUNE 1, 1999. ��e-J TRAFFIC SIGNAL Z DETAILED TREE MAPPING WAS NOT PERFORMED AS THERE ARE 0 TREES BEING DESIGNATED FOR Ln ''iL L LLLLL�'iL EDGE OF ASPHALT O FIRE HYDRANT O rn CURB OR WALL ® 5. SOIL MAPPING IDENTIFICATION NUMBERS ARE LISTED BELOW: m a. 118: SALEM GRAVELLY SILT LOAM CONCRETE O POWER POLE N Lu Lu — C. 224A: COURTNEY GRAVELLY SILTY CLAY LOAM LU data FEB. 8, 2023 ®p• BUILDING 6. TOPOGRAPHIC FEATURES ARE SHOWN PER ALTAINSPS LAND TRLE SURVEY" DATED DECEMBER 1016 AND SEALED BY MITCH DURYEA. drawn by: ALH —(E)OHW— OVERHEAD WIRE BOULDER H SIGNS CL Xa LIGHT POLE 41 ^' R VARIOUS TRAFFIC STRIPING N W 0 W N LL.I ® CATCH BASIN I AWNING/OUTBUILDING O MANHOLE o BOLLARD C 10 -TIMEOF NGVEL ZONE MAPPING BASED ON THE CITY OF UTILITY SPRINGFIELD BOARD WELLLHEAD PROTEC OEAN AR ANDSPRINGFIELD MAP.. I— ASSESSMENT 0 C\1 V r d I� N J LLJ O F EXISTING SERVICE WEB SOIL SURVEY N Z LL 2 CONDITIONS W W xN� G0 QNB N N revisions LEGEND NOTES • • TIME OF TRAVEL DELINEATION" E O UTILITY VAULT BOX 1. ALL EXISTING IMPROVEMENTS AND BUILDINGS ARE TO REMNN. 2. THE PRESENT USE OF ALL STRUCTURES IS COMMUNITY COMMERCIAL RETAIL SALES. SOIL MAPPING DEUNEITION"• pa WATER/GAS VALVE J. THERE ARE NO EXISTING FLOODWAY BOUNDARIES PER FEMA FIRM MAP PANEL 41039CII33F AS FENCE ADOPTED ON JUNE 1, 1999. ��e-J TRAFFIC SIGNAL 4. DETAILED TREE MAPPING WAS NOT PERFORMED AS THERE ARE 0 TREES BEING DESIGNATED FOR ''iL L LLLLL�'iL EDGE OF ASPHALT O FIRE HYDRANT REMOVAL AS PART OF THIS APPLICATION. CURB OR WALL ® 5. SOIL MAPPING IDENTIFICATION NUMBERS ARE LISTED BELOW: CURB INLET a. 118: SALEM GRAVELLY SILT LOAM CONCRETE O POWER POLE 6. 119: S4LEM-URBAN LOAD COMPLEX TREE UNE/BRUSH/LANDSCAPING C. 224A: COURTNEY GRAVELLY SILTY CLAY LOAM data FEB. 8, 2023 ®p• BUILDING 6. TOPOGRAPHIC FEATURES ARE SHOWN PER ALTAINSPS LAND TRLE SURVEY" DATED DECEMBER 1016 AND SEALED BY MITCH DURYEA. drawn by: ALH —(E)OHW— OVERHEAD WIRE BOULDER H SIGNS designer: RC Xa LIGHT POLE 41 ^' R VARIOUS TRAFFIC STRIPING project no: 21-035 ® CATCH BASIN I AWNING/OUTBUILDING O MANHOLE o BOLLARD SITE -TIMEOF NGVEL ZONE MAPPING BASED ON THE CITY OF UTILITY SPRINGFIELD BOARD WELLLHEAD PROTEC OEAN AR ANDSPRINGFIELD MAP.. ASSESSMENT --SOIL MAPPING BASED ON THE NATURAL RESOURCES CONSERVATION O F EXISTING SERVICE WEB SOIL SURVEY CONDITIONS sheet: 1 'o„ AT GA STORMWATER A14NHOLE \ ♦ OUTFALL WITH ' HEADWALL AAOO UNDERGROUND VAULT _ (LO STORMWATER MANHOLE '� I M4NWIDTH MISSION LINE I • I ! S70RUWATER MANHOLE–I'I I ♦ LEGEND FIRE STORMWATER PARCEL T 194,436 SF '4.46 ACRES) • • TIME OF TRAVEL DELINEATION+ Elm UTILITY VAULT/BOX o TRASH ENCLOSURE STORMWATER MANHOLE, FENCE ��.–, TRAFFIC SIGNAL EDGE OF ASPHALT tf FIRE HYDRANT CURB OR WALL ® CURB INLET O CONCRETE O POWER POLE I �On I In { STORMWATER MANHOLE H SIGNS I }I x 1 PUE # LIGHT POLE -A M4NWIDTH MISSION LINE I • I ! S70RUWATER MANHOLE–I'I I ♦ LEGEND FIRE STORMWATER PARCEL T 194,436 SF '4.46 ACRES) • • TIME OF TRAVEL DELINEATION+ Elm UTILITY VAULT/BOX SOIL MAPPING DELINEATION•- pd WATER/CAS VALVE FENCE ��.–, TRAFFIC SIGNAL EDGE OF ASPHALT tf FIRE HYDRANT CURB OR WALL ® CURB INLET O CONCRETE O POWER POLE ® BUILDING �On TREE LINE/BRUSH/LANDSCAPING —(E)OH11V OVERHEAD WIRE Q BOULDER H SIGNS do– st VARIOUS TRAFFIC STRIPING # LIGHT POLE -A IN CATCH BASIN I I AWNING/OUTBUILDING O MANHOLE � o BOLLARD wTIME OF TRAVEL ZONE MAPPING HOSED ON THE CITY OF SPRINGFIELD AND SPRINGFIELD UTILITY BOARD WELLHEAD PROTECTION AREA MAP. *-SOIL MAPPING BASED ON THE NATURAL RESOURCES CONSERVATION SERVICE WEB SOIL SURVEY W copyright 0 2012 Branch Engineering, Inc. NOTES ♦: SIGN STORMWATER MANHOLE` 14Q I f y I I I I I I I V-1) I I I I I I o— uTnmEsQ� — b STORMWATER MANHOLE 8 4 I � STOP SIGH F ♦`rSRMMWATER MANHOLE .o EXISTING STORMWATER FACILITY " '� FLAG POLE 1. THERE IS NO PROPOSED STREET LIGHTING AS A PART OF THIS APPLICATION. 2. DETAILED UDLITY MAPPING WAS NOT PERFORMED AS THE SITE IS ALREADY BUILT OUT. THERE ARE NO NEW OR PROPOSED CONNECTIONS TO ANY EXISTING FACILITY. 3. NO GRADING CHANGES OR NEW BUILDINGS ARE PROPOSED. 4. THE NEAREST BUS STOP IS LOCATED AT THE SITE'S FRONTAGE ALONG HARLOW ROAD FIRE HYDRANT - ,• p, LENGTH RADIUS DELTA CHORD Ct 296.84 2819.79 OG01'53' N73.2921'& 296.70 C2 52.97 2819.79 01'04'34' N75'56'01'E, 52.96 C3 243.87 pi N7757'04'E, 243.80 l -A A STORMWATER MANNOL .b ELECTRIC UTILITY _'....... BUILDING TO REMAIN 2305 VIZ 4 it i 0 TRASH ENCLOSURE WITH CONCRETE WALL R /'♦ N7630'18eET3.34':# t,p111D)T�N�ROW) ' IN�Aft'pe� 7 MANHOLE-"' / d � i 30v 6-0`1 Lt) MANHOLE STORMWATER MANHOLES \ \ / STORMWATER MANHOLE � an STOP SIGN \ 20.00' PL )NCRETE VAULT TRAFFIC SIGN a LINE EASEMENT i S41VITARY MANHOLE STORANIATER CURVE TABLE CURVE / LENGTH RADIUS DELTA CHORD Ct 296.84 2819.79 OG01'53' N73.2921'& 296.70 C2 52.97 2819.79 01'04'34' N75'56'01'E, 52.96 C3 243.87 1819.79 04'57'19' N7757'04'E, 243.80 �prprprpr25 0 50 Branch 'ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com INOFFS`r�0 #69162P DIGITALLY SIGNED OREGONe 9N&4RY 10. t'%� F1,FE C\_ EXPIRES: DECEMBER 30, Z023 project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 691621S EXPIRES, December 30. 2023 VA Pl Z Ln O rn m N � W LU N � � CL N W O W � N W c? 0 I— 0 r m J LU11 N ZLL 2 W x N G0 QNB N N revisions: data: FEB. 8, 2023 drawn by: ALH designer: RC project no: 21-035 LAND DIVISION TENTATIVE PLAN sheet 2