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Home My WebLink AboutPlan, Tentative APPLICANT 3/8/2023I I I I 150.00' I 110 I I IF4 o s` ♦Ei ^VNI] 3 I �1Uo I I S_TORMWATER MANHOLE -1 I LEGEND NOTES • • TIME OF TRAVEL DELINEATION" N S,Te SOIL MAPPING DELINEATION"* ��•-J FENCE ''iL L LLLLL�'iL EDGE OF ASPHALT ® CURB OR WALL O CONCRETE ® BUILDING —(E)OHW— OVERHEAD WIRE H SIGNS Xa LIGHT POLE ❑ O UTILITY VAULT/BOX N S,Te WATER/GAS VALVE ��•-J TRAFFIC SIGNAL O FIRE HYDRANT ® CURB INLET O POWER POLE (:�Q• TREE UNE/BRUSH/LANDSCAPING LEGEND BOULDER d a R I VARIOUS TRAFFIC STRIPING ® CATCH BASIN I I AWNING/OUTBUILDING O MANHOLE o BOLLARD "TIME OF TRAVEL ZONE MAPPING BASED ON THE CITY OF SPRINGFIELD AND SPRINGFIELD UTILITY BDARD WELLHEAD PROTECTION AREA MAP. --SOIL MAPPING BASED ON THE NATURAL RESOURCES CONSERVATION SERVICE WEB SOIL SURVEY copyright 0 2012 Branch Engineering, Inc. 1. ALL EXISTING IMPROVEMENTS AND BUILDINGS ARE TO REMAIN. 2. THE PRESENT USE OF ALL STRUCTURES IS COMMUNITY COMMERCIAL RETAIL SALES. J. THERE ARE NO EXISTING FLOODWAY BOUNDARIES PER FEMA FIRM MAP PANEL 41039CII33F AS ADOPTED ON JUNE 1, 1999. 4. DETAILED TREE MAPPING WAS NOT PERFORMED AS THERE ARE NO TREES BEING DESIGNATED FOR REMOVAL AS PART OF THIS APPLICATION. 5. SOIL MAPPING IDENTIFICATION NUMBERS ARE LISTED BELOW: a. 118: SALEM GRAVELLY SILT LOAM b. 119: SALEM -URBAN LAND COMPLEX c. 224A COURTNEY GRAVELLY SILTY CLAY LOAM TOPOGRAPHIC GRAPHIC FEATURES ARE SHOWN PER ALTAINSPS LAND TIRE SURVEY" DATED DECEMBER 1016 AND SEALED BY MITCH DURYEA. 7. IN ADDITION TO THE EASEMENTS SHOWN HEREON, THIS SITE IS BENEFITED AND BURDENED BY THOSE EASEMENT AND MAINTENANCE RIGHTS AND RESPONSIBILITIES (INCLUDING BUT NOT LIMITED TO ACCESS, UTILITIES AND PARKING) GRANTED IN: a. CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT RECORDED MARCH 13, 1990 AS INSTRUMENT 9011883 ON REEL 162OR b. FIRST AMENDMENT TO CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT RECORDED JUNE 13, 2003 AS RECEPTION NUMBER 2003-053669 Q SECOND AMENDMENT TO CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT RECORDED OCTOBER 29, 2013 AS RECEPTION NUMBER 2013-056807 d. THIRD AMENDMENT TO CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT RECORDED JUNE 10, 2014 AS RECEPTION NUMBER 2014-021249 e. ASSIGNMENT AND ASSUMPTION AGREEMENT RECORDED M4RCH 7, 2017 AS RECEPTION NUMBER 2017-011363 I. DECLARATION OF EASEMENTS RECORDED JUNE 28, 2022 AS RECEPTION NUMBER 2022-027974 CURVE TABLE CURVE f N S,Te I RADIUS BE7JNERDA, RDA, *ranch C1 1 296.84 2819.79 06'01.53• > A Z ENGINEERING= 25 LEGEND � '� A 050 li WRHIN CITY OF = x i Since 1977 Z � SPRINGFIELD CRY LIMITS S /� � A civil transportation O rn structural •geotechnical m —i HARLOW ROA, SURVEYING N Lu LTJ y 310 5th Street URBAN GROWTH BOUNDARY EXTENDS / '�� Springfield, OR 97477 541.746.0637 5300 p: T" AO) ALONG 15 CORRIDOR Ln A � � www.BranchEngineering.com CURVE TABLE CURVE f LENGTH I RADIUS I DELTA CHORD C1 1 296.84 2819.79 06'01.53• 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 data FEB. 8, 2023 drawn by: ALH designer: RC project no: 21-035 SITE ASSESSMENT OF EXISTING CONDITIONS sheet: 1 25 050 li Z Ln O rn m N Lu LTJ — LU Ln � CL N W 0 W N LLJ C 10 I— O C\1 V r d I� N J N Z LL 2 W W xN� G0 QNB N Ln revisions data FEB. 8, 2023 drawn by: ALH designer: RC project no: 21-035 SITE ASSESSMENT OF EXISTING CONDITIONS sheet: 1 'o„ AT GA STORMWATER A14NHOLE \ ♦ OUTFALL WITH ' HEADWALL AAOO UNDERGROUND VAULT _ (LO STORMWATER MANHOLE '� I IRANWIDTH MISSION LINE I • I ! ` S_70RUWATER MANHOLE -1';I I ♦ LEGEND FIRE STORMWATER PARCEL T 194,436 SF '4.46 ACRES) • • TIME OF TRAVEL DELINEATION+ Elm UTILITY VAULT/BOX SOIL MAPPING DELINEATION•- 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 J 1 PUE # LIGHT POLE -A IRANWIDTH MISSION LINE I • I ! ` S_70RUWATER MANHOLE -1';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)OHW— OVERHEAD WIRE Q BOULDER H SIGNS ~ J do- st VARIOUS TRAFFIC STRIPING # LIGHT POLE -A IN CATCH BASIN I I AWNING/OUTBUILDING O MANHOLE � o BOLLARD wOME OF TRAVEL ZONE MAPPING EASED 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 Lu 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— uTnmEsQAir ` _ — b STORMWATER MANHOLE 1111 LID. 8 4 I � STOP SAGA F ♦`rSTMMWATER MANHOLE 40 '0 EXISTING STORMWATER FACILITY 1 VIII I�� FLAG POLE 1. THERE IS NO PROPOSED STREET LIGHTING AS A PART OF THIS APPLICATION. 2. DETAILED UDUTY 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 5. THOSE EASEMENTS AND MAINTENANCE RIGHTS IDENTIFIED ON NOTE 7 ON PAGE 1 OF THIS PUN SET WILL CONTINUE TO BENEFIT AND BURDEN ALL POR77ONS OF THIS PARTITION AND PROVIDE CROSS -RIGHTS BETWEEN THE PARCELS OF THIS PARTITION. 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 ~ J OJ -A A STORMWATER MANHOL .b ELECTRIC UTILITY _'....... BUILDING TO REMAIN 2305 VIZ 4 it i 0 TRASH ENCLOSURE WITH CONCRETE WALL —H71630113.34_,flt,p111D)T�H�ROW) ' IN�Aft'pe� 7 M4NHOLE� / d � i 30v 6-01 10) MANHOLE STORMWATER MANHOLES \ \ / STORMWATER MANHOLE n aw STOP SIGN \ zo:oo' 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'%� 41: EXPIRES: DECEMBER 30, Z023 project title: REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES, December 30. 2023 VA Pl Z Ln O rn m U N LU ~ J OJ N � � CL N W O W � N Lu C1 0 I— 0 r m J LLJI1 N Z LL �oZ W xN� G0 QNB N Ln revisions: data: FEB. 8, 2023 drawn by: ALH designer: RC project no: 21-035 LAND DIVISION TENTATIVE PLAN sheet 2