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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/1/2023SHEET INDEX SHEET CO.0 – DUSTING CONDITIONS & COVER SHEET SHEET C1.0 – SITE PLAN SHEET C2.0 – I & GRADING PLAN r I 6' WOOD FENCE TL 500 copyright® 2012 Branch OREGON UROLOGY PARKING LOT EXPANSION MINIMUM DEVELOPMENT STANDARDS .. i CB CB RIAI 437.59 -437— RIM= 437.39 130 / 1 -L- 125 - WOOD FENCE TL 400 6' WOOD FENCE SEWER ESEMENT LEGEND EXISTING CONTRACTOR TO POT HOLE EXISTING UTILITY AND CONFIRM LOCATION, MATERIAL, SIZE AND PROPERTY LINE — — — — EASEMENT LINE DRAIN ROCK AND FILTER FABRIC FROM STORMWATER TREATEMENT FACILITY: CURB REMOVE EXISTING EDGE OF AC PAVING _-3E-----�f-- FENCE (E)W WATER LINE —(E)WW— WASEWATER SEWER ---(E)SD-- STORM WATER --(E)OHW— OVERHEAD WIRES (E)E ELECTRIC LINE ' (E)G GAS LINE (E)T TELEPHONE LINE __ --- -- EXISTING CONTOURS 126 WASTEWATER MANHOLE rj p STORMWATER MANHOLE ( CATCH BASIN ;. Illiii ® CURB INLET I>< WATER VALVE WM WATER METER 130 WATER HYDRANT ® SIGNAL BOXES t.. ® TELEPHONE RISER t SIGN .o' POWER POLE 0 LIGHT POLE -:( EVERGREEN TREE lh '" h DECIDUOUS TREE Ell MAILBOX ® ELECTRIC TRANSFORMER BUIDING CONCRETE O3 7' EASEMENT C /Ij �c1.430 c�\\hI C CB •'439`2RIM437. U TO! OBTNjJ 1 128 437— I _III —437—� ` 132 r 129 —436— \ E)E II -- — 131 I ¢ '�--- 102— -- III I I 123 ®10' EASEMENT I II _ — .— 43 437- — 125 / 77 —438 — 6' WOOD FENCE (2)10' EASEMENT w� 127 a w„ w 36' PAVEMENT —�-� EDGE OF PAVEMENT CURB ® RIPRAP 0 CONCRETE VEGETATED FILTER STRIP 0 LANDSCAPING 0 STORM PLANTER AREA MAP lj VICINITY MAP OWNE APPLICANT.• NAME: OREGON UROLOGY INSTITUTE 2400 HARTMAN LANE SPRINGFIELD, OR 97477 CONTACT.., TERRY FITZPATRICK PHONE: (541)334-3350 CIVIL ENGINEERING: BRANCH ENGINEERING, INC. 310 5TH STREET SPRINGFIELD, OR 97477 CONTACT: NATHAN PATTERSON PHONE: (541)746-0637 CONSTRUCTION NOTES BRANCH ENGINEERING, INC. 310 5TH STREET SPRINGFIELD, OR 97477 CONTACT: DAN NELSON PHONE: (541)746-0637 EMAIL: dann®bronchengineering.com anch R INEERING civil • transportation structural. geotechnical SU RV EYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Lcf W it79252PE 7P j n LY SIGNED 2 "_OREGON 2 SCALE: N.T.S. 9l�, 4N PAl� EXPIRES: DECEMBER 31, 2024 project title: 101 CONTRACTOR TO POT HOLE EXISTING UTILITY AND CONFIRM LOCATION, MATERIAL, SIZE AND DEPTH. NOTIFY ENGINEER IF DISCREPANCIES ARE DISCOVERED, 102 REMOVE EXISTING DRAIN ROCK AND FILTER FABRIC FROM STORMWATER TREATEMENT FACILITY: 103 REMOVE EXISTING CONCRETE. 120 PROTECT EXISTING UTILITY. 121 PROTECT EXISTING WATER LINE. 122 PROTECT EXISTING GAS LINE. 123 PROTECT EXISTING WASTEWATER LINE. 124 PROTECT EXISTING WASTEWATER MANHOLE. 125 PROTECT EXISTING FENCE. 126 PROTECT EXISTING SIGN. 127 PROTECT EXISTING ELECTRICAL LINE. 128 PROTECT EXISTING IRRIGATION BOX. 129 PROTECT EXISTING CATCH BASIN. 130 PROTECT EXISTING SWALE. 131 PROTECT EXISTING LIGHT POLE 132 PROTECT EXISTING TREE. BENCHMARK ELEVATIONS ARE BASED ON RTK CPS OBSERVATIONS TAKEN ON MAY 13, 2022 USING THE OREGON REAL—TIME GEODETIC NETWORK AND GEOID 12A(NAVD88) NOTES I. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS—BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET. J. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM — EUGENE PROJECTION 2011 EASEMENT NOTES ( EASEMENT P.U.E. Q EASEMEN TO SPRINGFIELD UTILITY BOARD, 08/12/68, RECEPT. N0. 34899 O3 EASEMENT P.U.E. ® EASEMENT TO SPRINGFIELD UTILITY BOARD, 12/29/89, RECEPT. NO. 8959043 Q EASEMENT TO CITY OF SPRINGFIELD, 06/02/66, RECEPT. NO. 49412 GRAPHIC SCALE 20 0 10 20 40 IN FEET I FOR LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. O V Z ii a im V O O Z zo O Q LLJ Z JQ 0 O IIA Z Qi� LU W Q =u OC xo - o O w N� revisions date: FEB. 22, 2023 drawn by: AP designer: NP project no: 22-2) 6 COVER SHEET sheet: Como GRAPHIC SCALE 20 0 10 20 40 11 IN FEET ) 5' LANDSCAPE SETBACK TABULATION OF COVERAGE TABULATION OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE. DEVELOPMENT SITE 12' EASEMENT---�— TOTAL SITE AREA 2.18 AC LIMITS OF DISTURBANCE 0.16 AC I- , IMPERVIOUS AREA 4 PARKING/WALKS - 1.05 AC BUILDING 0.55 AC PERVIOUS AREA 0.58 AC PROPOSED CONDITIONS drawn by: IMPERVIOUS AREA AP PARKING/WALKS 1.19 AC BUILDING 0.55 AC PERVIOUS AREA 0.44 AC INCREASE IN IMPERVIOUS AREA 0.14 AC STANDARD 82 SPACES project no: 22-216 COMPACT 35 SPACES 4 I i I a 4 m SITE PLAN TOTAL 121 m 1i s, A ry c 'MIN e o' TYR. � I 14.0, r j 7' EASEMENT j - DAIVMAY Y1i i -- � A w r \ a A GRAPHIC SCALE 20 0 10 20 40 11 IN FEET ) 5' LANDSCAPE SETBACK TABULATION OF COVERAGE TABULATION OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE. DEVELOPMENT SITE TAX MAP 17-03-22-33, TAX LOT 600 TOTAL SITE AREA 2.18 AC LIMITS OF DISTURBANCE 0.16 AC EXISTING CONDITIONS , IMPERVIOUS AREA 4 PARKING/WALKS - 1.05 AC BUILDING 0.55 AC PERVIOUS AREA 0.58 AC PROPOSED CONDITIONS drawn by: IMPERVIOUS AREA AP PARKING/WALKS 1.19 AC BUILDING 0.55 AC PERVIOUS AREA 0.44 AC INCREASE IN IMPERVIOUS AREA 0.14 AC mpyright© 2012 Branch Engineering, Inc. PARKING REQUIREMENTS SDC 4.6-155 BICYCLE PARKING: 0.75 OF A SPACE PER 5,000 SF OF FLOOR AREA. 75% LONG TERM, 25% SHORT TERM. SDC 4.6-125: 1 SPACE/300 SF OF RETAIL TRADE AND SERVICES. PARKING TABULATION EXISTING BUILDING FIRST FLOOR SECOND FLOOR MEDICAL CENTER MINIMUM REQUIRED PARKING MAXIMUM PARKING EXISTING 23,900 SF 10,258 SF 34,158 SF TOTAL BUILDING 34,158 SF/300 = 114 SPACES 114 SPACES 143 SPACES BICYCLE PARKING EXISTING BUILDING 34,158 SF (34158/5,000) X 0.75 = 6 MINIMUM REQUIRED PARKING 6 SPACES i&anch EltINEERING Sin" 1927 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield OR 97477 p: 541 746.0637 www. Bran ch Eng i nee ri n g. com ��RED PROFF� �x79232Pc DIGITALLY SIGNED OREGON _ �qN 9J. °4r EXRIRES: DECEMBER 31, 2024 project title O iJ Ice Z a V O J O W Z z0 O gLLI " Z — Qo O Z u Q�w W Q =u W a p Z_ O w NLQ*41 revisions STANDARD 74 SPACES COMPACT 27 SPACES 1 , ADA 4 tri date: FEB. i TOTAL 105 SPACES drawn by: AP I designer: NP PROPOSED STANDARD 82 SPACES project no: 22-216 COMPACT 35 SPACES I a 4 m SITE PLAN TOTAL 121 m 1i s, I 1 c 'MIN e o' TYR. � 14.0, r j 7' EASEMENT j - DAIVMAY Y1i A w a A RtM 437 .62 bo TYE, .. UNABLE:TO - s, t,a. s OBTAIN: FL �., 10i EASEMENT-' = w `5t LAND�CAPE -�' M18.0' TYR. SDC 4.6-155 BICYCLE PARKING: 0.75 OF A SPACE PER 5,000 SF OF FLOOR AREA. 75% LONG TERM, 25% SHORT TERM. SDC 4.6-125: 1 SPACE/300 SF OF RETAIL TRADE AND SERVICES. PARKING TABULATION EXISTING BUILDING FIRST FLOOR SECOND FLOOR MEDICAL CENTER MINIMUM REQUIRED PARKING MAXIMUM PARKING EXISTING 23,900 SF 10,258 SF 34,158 SF TOTAL BUILDING 34,158 SF/300 = 114 SPACES 114 SPACES 143 SPACES BICYCLE PARKING EXISTING BUILDING 34,158 SF (34158/5,000) X 0.75 = 6 MINIMUM REQUIRED PARKING 6 SPACES i&anch EltINEERING Sin" 1927 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield OR 97477 p: 541 746.0637 www. Bran ch Eng i nee ri n g. com ��RED PROFF� �x79232Pc DIGITALLY SIGNED OREGON _ �qN 9J. °4r EXRIRES: DECEMBER 31, 2024 project title O iJ Ice Z a V O J O W Z z0 O gLLI " Z — Qo O Z u Q�w W Q =u W a p Z_ O w NLQ*41 revisions STANDARD 74 SPACES COMPACT 27 SPACES ADA 4 ev date: FEB. 22, 2023 TOTAL 105 SPACES drawn by: AP I designer: NP PROPOSED STANDARD 82 SPACES project no: 22-216 COMPACT 35 SPACES ADA 4 SPACES SITE PLAN TOTAL 121 SPACES 1i I 1 'MIN e o' TYR. 14.0, f - DAIVMAY a bo TYE, s 10i EASEMENT-' `5t LAND�CAPE -�' M18.0' TYR. �SErBACK,. w A ; W ca ' 1 G 5' LANDSCAPE SETBACK STORMWATER PLANTER ' 10' EASEMENT SDC 4.6-155 BICYCLE PARKING: 0.75 OF A SPACE PER 5,000 SF OF FLOOR AREA. 75% LONG TERM, 25% SHORT TERM. SDC 4.6-125: 1 SPACE/300 SF OF RETAIL TRADE AND SERVICES. PARKING TABULATION EXISTING BUILDING FIRST FLOOR SECOND FLOOR MEDICAL CENTER MINIMUM REQUIRED PARKING MAXIMUM PARKING EXISTING 23,900 SF 10,258 SF 34,158 SF TOTAL BUILDING 34,158 SF/300 = 114 SPACES 114 SPACES 143 SPACES BICYCLE PARKING EXISTING BUILDING 34,158 SF (34158/5,000) X 0.75 = 6 MINIMUM REQUIRED PARKING 6 SPACES i&anch EltINEERING Sin" 1927 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield OR 97477 p: 541 746.0637 www. Bran ch Eng i nee ri n g. com ��RED PROFF� �x79232Pc DIGITALLY SIGNED OREGON _ �qN 9J. °4r EXRIRES: DECEMBER 31, 2024 project title O iJ Ice Z a V O J O W Z z0 O gLLI " Z — Qo O Z u Q�w W Q =u W a p Z_ O w NLQ*41 revisions STANDARD 74 SPACES COMPACT 27 SPACES ADA 4 SPACES date: FEB. 22, 2023 TOTAL 105 SPACES drawn by: AP designer: NP PROPOSED STANDARD 82 SPACES project no: 22-216 COMPACT 35 SPACES ADA 4 SPACES SITE PLAN TOTAL 121 SPACES LAND USE SUBMITTAL. NOT FOR CONSTRUCTION. sheet: C100 CONSTRUCTION NOTES 720 ADJUST EXISTING IRRIGATION BOX TO FINISHED GRADE. 729 PROTECT EXISTING CATCH BASIN. 400 INSTALL NEW 12" PVC STORMWATER PIPE ® 1% SLOPE MIN. UNLESS OTHERWISE NOTED ON PLANS. TRENCH PER DETAIL 1 ON SHEET C4.0. 407 INSTALL NEW 12" PVC STORMWATER PIPE TO CONNECT MODULE 25 STORMTANK STORAGES, INSTALL PER MANUFACTURER'S RECOMMENDATION. 402 CONNECT NEW 12" PVC STORMWATER PIPE TO EXISTING CATCH BASIN, 403 INSTALL NEW STORMWATER PLANTER PER DETAIL ON THIS SHEET. 404 INSTALL NEW CATCH BASIN. 405 INSTALL NEW 24" SHALLOW MANHOLE PER DETAIL ON SHEET C4.0. 406 INSTALL 36" TALL STORMTANK MODULE 25 STORMWATER STORAGE UNITS OR EQUIVALENT UNDER PARKING STALLS. SEE DETAIL ON THIS SHEET. 410 INSTALL RIP RAP OUTFALL PROTECTION, 472 CONSTRUCT CURB CUT INLET. NOTES: 1. CLEARING AND REMOVAL OF SHRUBBERY AND OTHER ORGANIC MATERIAL OR DEBRIS WILL BE NECESSARY FOR CONSTRUCTION ACTIVITIES THROUGHOUT AREAS OF THE SITE. 2. THE DEVELOPER WILL NEED TO APPLY FOR A LAND DRAINAGE ALTERATION PERMIT (LDAP) PRIOR TO CONSTRUCTION. 3, THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. Inc. OUT., ce RiM=437.52; UNABLE TO OBTAIN F4 ' 129 40 - -. tBLE ENGINEERED FILL -;, 7.0-- _ l RECOMMENDATIONS e t 4 MQDUJ F 25 STORAGE 43 ti GEOTEXTILE FABRIC36" MODULE 25 _ _ u, STORM TANK II I STORAGE I i I i CONSTRUCTION NOTES 720 ADJUST EXISTING IRRIGATION BOX TO FINISHED GRADE. 729 PROTECT EXISTING CATCH BASIN. 400 INSTALL NEW 12" PVC STORMWATER PIPE ® 1% SLOPE MIN. UNLESS OTHERWISE NOTED ON PLANS. TRENCH PER DETAIL 1 ON SHEET C4.0. 407 INSTALL NEW 12" PVC STORMWATER PIPE TO CONNECT MODULE 25 STORMTANK STORAGES, INSTALL PER MANUFACTURER'S RECOMMENDATION. 402 CONNECT NEW 12" PVC STORMWATER PIPE TO EXISTING CATCH BASIN, 403 INSTALL NEW STORMWATER PLANTER PER DETAIL ON THIS SHEET. 404 INSTALL NEW CATCH BASIN. 405 INSTALL NEW 24" SHALLOW MANHOLE PER DETAIL ON SHEET C4.0. 406 INSTALL 36" TALL STORMTANK MODULE 25 STORMWATER STORAGE UNITS OR EQUIVALENT UNDER PARKING STALLS. SEE DETAIL ON THIS SHEET. 410 INSTALL RIP RAP OUTFALL PROTECTION, 472 CONSTRUCT CURB CUT INLET. NOTES: 1. CLEARING AND REMOVAL OF SHRUBBERY AND OTHER ORGANIC MATERIAL OR DEBRIS WILL BE NECESSARY FOR CONSTRUCTION ACTIVITIES THROUGHOUT AREAS OF THE SITE. 2. THE DEVELOPER WILL NEED TO APPLY FOR A LAND DRAINAGE ALTERATION PERMIT (LDAP) PRIOR TO CONSTRUCTION. 3, THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 TO INDICATE EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 4. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE WILL MEET THE INDICATED PIPE SLOPES. Inc. OUT., ce RiM=437.52; UNABLE TO OBTAIN F4 ' 129 40 PLANTER 6" SCALE. N.T.S. PAVING PER PUN � PLANTER WALL 18" MINIMUM DEPTH STORMWATER FACILITY Yj TOP SOIL Y MNNTAIN 1:1 SLOPE 4A FROM NAPVE SOILS TO Q BOTTOM OF PLANTER WALL T, FOOPNG 6" PERFORATED PIPE UNDERDRAIN CONNECT TO OVERFLOW STRUCTURE PAVING PER PLAN Iii °- 18" I -/y" — �/'" OPEN GRADED AGGREGATE PLANTER WALL 4 - -. tBLE ENGINEERED FILL 7.0-- 7 � w r RECOMMENDATIONS e t 4 PLANTER 6" SCALE. N.T.S. PAVING PER PUN � PLANTER WALL 18" MINIMUM DEPTH STORMWATER FACILITY Yj TOP SOIL Y MNNTAIN 1:1 SLOPE 4A FROM NAPVE SOILS TO Q BOTTOM OF PLANTER WALL T, FOOPNG 6" PERFORATED PIPE UNDERDRAIN CONNECT TO OVERFLOW STRUCTURE PAVING PER PLAN Iii °- 18" I -/y" — �/'" OPEN GRADED AGGREGATE PLANTER WALL 4 JC:438,46, AC:437 Be 1-Qfs,' (4 I i STORAGE UNDER PARKING SCALE.- N.T.S. AC PAVING SECTION PER DETAIL(S) ON SHEET C2.0. SUBGRADE PER PAVEMENT DETAIL COMi SUB TOP OF 'ACTED AGGREGATE OR - -. tBLE ENGINEERED FILL PER GEOTECHNICAL 7 � w r RECOMMENDATIONS e t 4 JC:438,46, AC:437 Be 1-Qfs,' (4 I i STORAGE UNDER PARKING SCALE.- N.T.S. AC PAVING SECTION PER DETAIL(S) ON SHEET C2.0. SUBGRADE PER PAVEMENT DETAIL COMi SUB TOP OF 'ACTED AGGREGATE OR - -. tBLE ENGINEERED FILL PER GEOTECHNICAL RECOMMENDATIONS e MQDUJ F 25 STORAGE 43 ti GEOTEXTILE FABRIC36" MODULE 25 M STORM TANK II STORAGE I i I i BOTTO COMPACTED SUBGRADE GEOTEXTILE FILTRATION FABRIC E-V'GINEERING_ B'tnce1977 civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield OR 97477 p'. 541 746.0637 www. B ra n c h E n g 1 n ee r i n g. do in BRED PRO!es 4 �tt79252?E � 9 DIGITALLY SIGNED kREGONIPA IN EXPIRES: DECEMBER 31, 2026 project title 11101111111 O J V Z Z InTi� Q a V O J � O CC LU = Z Q° Z ao O tA Z al�LLJ � LUQ = u CL li z x � CL O w N� revisions: date: FEB. 22, 2023 drawn by: AP designer: NP project no: 22-216 UTILITIES sheet: C2.0