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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/16/2022EXISTING DETENTION POND 15" CULVERT FL=472.65 15" CULVERT FL=475.00 CI RIM=478.65 12" IN (SE) FL=473.41 15" OUT (NW) FL=475.18 CM=478.58 12" IN (NW) FL=473.7, 12" OUT (SE) FL=473. (F)SID __(E)5O WW MH RIM=478.53 \ O 12" (SW) 16.5 FL* 474.20 C \^ \ 32.5 �y - i/ 12 (NE) FL=475.73 JJJ /' PRIVATE \ L -•i ACCESS r EASEMENT J A � , v . .a �- " RETAILIPRODUCT �o "� ae 12.8 ��\ \ PLAY DIS AREA jSEDIMENT HARRIER`."..h �d"� � ; "•... A N, 1. .1 EXISTING \ \ 4f Riw W BIOSWALEIN \ MATERIAL e i DISPLAY o A ,, _ N 42.5 SIGN DO y `a 6 \ \ ° OT ENTER CLE4t OUT "��� CU42.5 RIM={ 486.67, 4 LVERT \ =478.71 E E \ W L i 1 \ Z/ \ CB RIM=486.24�� \ \ CULVERT � 6" OUT (E) FL=484.66 ` j \ � �' � FL=477.62 \ S ING \ BASIN S S�fn m t 1 CLEANOUT RIM=484.36 \ \ e \ 10" OUTFALL r WW MH `\ ":� '�, FL=478.74 r RIM -484.25 ( € t 8" IN (SE) FL=475.87 \ mNI o E 8" IN (SW) FL=475.97 CB O ' - r 1 8" OUT (NW) FL=475.86 RIM=48282 1` \ a i 10" IN (W) FL=481.05 \a-, 1�' 60.4 10- OUT CB _(ESD ) �_O RIM=487.06 FL=479.32N) ` w § E SD -----__ (E)SD CLEAN OUT? ' \ e,• ` RIM -488.1 CB \ f RIM=482.38„� DO NO UTILITY p i 10" IN (S) FL=480.88 -- ``,.4Ly �ENTEg'� VAULTS � " 10OUT (N) FL=480.68 S �` \ SIGN 1� 1 c \ EFFLUENT EASEMENT-' '`^ �h 41 a1V N, \ a w I a 1 (20.00' ��•. �\ �', f" PUE) \ �. � e '....,.11 09 (10.00' PRIVATE- - STORM DRAINAGE EASEMENT) \ \ f y y Qd LEGEND (EXISTING 12" CULVERT FL=475.00 RIM=482.48 t - ®,�,�(1 OO' PU`✓�c16. 1(TILITY rn "� ` htV ® EASEMENT)®.<. „� C PFRF 6 0 10" OUT (N) FL=480.78 0 97py�F��R�e � `ap 0I 4B5 WW MH RIM=483.24 \ 5 kl�p 0 1 -. -FL-481.02 ) �., m -�. 10" OUT E t CB 1 G ;,7a� (10.00' PUBLIC *ILITI` 8" IN (E) FL=477.31 RIM=486.60 t -( 1c ` _ E)q�kwAFNT) ` 8" OUT (W) FL=477.16 i w ' 8» y 10.00' ` / 10" OUT (N) } PUE)Al ) d.d ' , -- \ "... _ '"•a c. FL=484.86 i �_ ° X�-WT-EWA CB ° RIM 48465 R �,4SEE;MidEANT€T ® Y /II K):2 -482.77',10" IN (S) FL) " 1 I 10" OUT (N) FL 482.75 CLEAN OUT RIM=485.17 0.00' P.U.E.) LEGEND (PROPOSED PROPERTY LINE CONCRETE CURB STRUCTURES EDGE OF GRAVEL cmc EDGE OF ASPHALT - - SWALE TOP OF BANK - - - - SWALE BOTTOM WASTEWATER LINE FENCE aF �- STORM LINE WW m - • WASTEWATER LINE ;11 OVERHEAD ELECTRIC WIRE -- 485 CONTOUR a - --- EASEMENTS CATCH BASIN 0 STORM DR41N ® WASTEWATER MANHOLE -/- UTILITY POLE -Ln' c J EXISTING STREET TREE S, EXISTING STREETLIGHT M EXISTING POWER VAULT EXISTING BUILDING EXISTING GRAVEL AREA EXISTING CONCRETE AREA 0 LI WETLAND EASEMENT AREA O j ACCESS EASEMENT AREA ^ w a BIDSWALE 12" CULVERT FL=475.00 RIM=482.48 t - ®,�,�(1 OO' PU`✓�c16. 1(TILITY rn "� ` htV ® EASEMENT)®.<. „� C PFRF 6 0 10" OUT (N) FL=480.78 0 97py�F��R�e � `ap 0I 4B5 WW MH RIM=483.24 \ 5 kl�p 0 1 -. -FL-481.02 ) �., m -�. 10" OUT E t CB 1 G ;,7a� (10.00' PUBLIC *ILITI` 8" IN (E) FL=477.31 RIM=486.60 t -( 1c ` _ E)q�kwAFNT) ` 8" OUT (W) FL=477.16 i w ' 8» y 10.00' ` / 10" OUT (N) } PUE)Al ) d.d ' , -- \ "... _ '"•a c. FL=484.86 i �_ ° X�-WT-EWA CB ° RIM 48465 R �,4SEE;MidEANT€T ® Y /II K):2 -482.77',10" IN (S) FL) " 1 I 10" OUT (N) FL 482.75 CLEAN OUT RIM=485.17 0.00' P.U.E.) LEGEND (PROPOSED 1V GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) EXISTING BIDSWALE \\ /- FL CULVERT \.� \ FL=478.00 od Nor ENTER SIGN \! \ / �- � ��'"'"•� PRIVATE ACCESS EASEMENT 20 PRIVATE DRAINAGE z�- u '- r EASEMENT =48y3:75-....,�-"�.. ,.,_ .� '`ws 10' PVT. STORM " FL=479.20\ ti ` DRAINAGE EASEMENT P.U.E. 11 s `` - _ -- -�J (20.00' P.U.E) � � ' � - - � ~ � - � - " ' C>ntS2 8" IN (SE) FL=479.27 8" OUT (W) FL=479.14 �'' \ \ ` m_ 3& ranch E'N0GINEERING Since 1977 civil • transportation structural • geotechnical SURVEYING v 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engineering.com PREUMINARY NOT FOR CONSTRUCTION AC PAVING CONCRETE PAVING STRUCTURES U JOINT UTILITY TRENCH ��-�-�- WATER LINE ELECTRIC LINE -ft WASTEWATER LINE 485 CONTOUR �- TRAFFIC FLOW DIRECTION PROPOSED STREET TREE mo CONCRETE TRAFFIC RATED UTILITY VAULTS 1V GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) EXISTING BIDSWALE \\ /- FL CULVERT \.� \ FL=478.00 od Nor ENTER SIGN \! \ / �- � ��'"'"•� PRIVATE ACCESS EASEMENT 20 PRIVATE DRAINAGE z�- u '- r EASEMENT =48y3:75-....,�-"�.. ,.,_ .� '`ws 10' PVT. STORM " FL=479.20\ ti ` DRAINAGE EASEMENT P.U.E. 11 s `` - _ -- -�J (20.00' P.U.E) � � ' � - - � ~ � - � - " ' C>ntS2 8" IN (SE) FL=479.27 8" OUT (W) FL=479.14 �'' \ \ ` m_ 3& ranch E'N0GINEERING Since 1977 civil • transportation structural • geotechnical SURVEYING v 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engineering.com PREUMINARY NOT FOR CONSTRUCTION FEBRUARY 25, 2022 CM CM 13-256 SITE PLAN g Ln LL 1 U. L1 r 0 LI O "1 ^ U \z / z WowO WW allo OLLI U N W_ W LCL O Il Z wzz Q J O In 00 ZA FEBRUARY 25, 2022 CM CM 13-256 SITE PLAN