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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/2/2016IM PLANTER 1 +--4 6.o-' K —Existing Electrical Transformer 120' 10' WALK LANDSCAPE t- 94' Mesh — I TELECOf I PROPOSED BLDG 6 04 8 SF 4" SI 7 1 0' H4 93665 SF TOTAL IMPERVIOUS I i I X n C cli I x CS! vr- 48" W LKS LANDSCAPE � 3x Bike Rack 2 are Covered 7617 SF 2 rttn:�e'r:::. 2 0 14 19 � 8 13 � �8 H3\\I% 12 2 7 <1 17 `° 11 1 20'-0" 55'-16 101 Garba 8 Area Corrugated Cover 22' Drive 5 10 ..:.;�; . , 22' Drive � EXISTING 4" PRIV. SS 135' Existing Paved Drive Shared Easement 15 (D � I 1 1 30" BLS I # 10� EX DRIVEWAY EX (DRIVEWAY --EX 35'PA (D36 LM I 11 XISTNG � HYDRAN�f II XT'G STREET LIGHT I Clinic Site Plan ' SCALE: 1" = 20'-0" NNNNINNNN a�s Ccqr CL w o LM W 0 6� w Z V O N N 1 s N ii0 f tn M Co 0 X ,�+ co . co N� co4) 00 a �- C by 0 44 0 0 > a Ir ami 1,-IClzW 0 wt 00 ac RECEIVED cL Cl) �i 0 JUN 0 2 2016 13 U. ® "4 0V . E _-- BUILDING INFORMATION o I. IN CO 0 APPLICABLE CODE . . . . . . . . . IBC, 2090 EDITION CL OCCUPANCY GROUP . . . . . . . . . GROUP B APPROVALS REQUIRED CONSTRUCTION TYPE . . . . . . . . VB P CITY OF SPRINGFIELD ALLOWABLE FLOOR AREA 9000 SQ. FT. TENANT FLOOR AREA . . . 3900 SQ. FT. NO. OF STORIES . . . . . . . . . . .ONE OCCUPANT LOAD . . . . . . . .. . . 39 REV DATE DESCRIPTION ZONING . . . . . . . . . . . . GC -- GENERAL COMMERCIAL * 12-23-15 SUBMITTAL Revision 2=28=201 a 1 5RM--02 w DATE C. 5HJPP 12-22-15` SHEE OFT 3 S P DESIGN TEAM CIVIL ENGINEER: POAGE ENGINEERING & SURVEYING. INC. ARCHITECT: WATERLEAF LANDSCAPE ARCHITECT: SCHIRMER, SCHLESINGER & ASSOC. TRAFFIC ENGINEER BALHISER & HUBBARD ENGINEERS 0 END EX CESS EASEMENTCON TL 2706 00N 10' X 17' PRIVATE SAN SWR EASEMENT IJ- w RECORDED DECEMBER 12. 1997 ON REEL 2365 R. INST. NO. 97-84432. LCODR z BENEFITS PARCEL I OF LAND M (v (TNPARTITION PLAT NO 98-PI087 ON FILE IN 0 ( 0) 0) LANE COUNTY OFFICIAL RECORDS 1� N' TM 17 03 22. TL 2706 f PARCEL 2. PART PLAT 15.00' OPEN SPACE EASEMENTPEN ")Q z NO. 98-PI087 DECLARED AND CREATED ON EX 7' PUE PARTITION PLAT NO 98-PI087 x w w z LCSO. (CSF 34953 & 34954) I n[-- a:4 EXISTING EASEMENT DETAIL 1" ^ 30' PARKING (PHASE 2) AUTOMOBILE PROVIDED: 26 STANDARD SPACES (9 X 18' NLN) S COMPACT SPACES (8` X 16' MN) 2 HANDICAP ACCESS SPACES (9' X i8' MIN W/ 8' ACCESS AISLE. VAN) TOTAL. 33 REQUIRED HN): PROFFESSIONAL OFFICES -- 1/300 SF. x 6120 S.F. - 20.4 BICYCLE PROVIDED: 4 LONG TERM REQUIRED: PROF. OFFICE --- 1/3000 SO FT x 6.120 $Q FT - 2 TOTAL REQUIRED - 3 (MINIMUM REQUIRED ALL USES) (751 LONG TERM 251 SHORT TERM) ALL SPACES MUST COMPLY WITH BICYCLE PARKING STANDARDS OF SDC 31.210. LEGAL. DESCRIPTION PARCEL 2 LAND PARTITION PLAT NO. 94-PO453. FILED FEBRUARY 2. 1994. LANE COUNTY OFFICIAL RECORDS. LANE COUNTY. OREGON. EXCEPT THEREFROM: BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 2. LAND PARTITION PLAT NO. 94-PO453. LANE COUNTY OFFICIAL RECORDS: THENCE ALONG THE EAST MARGIN OF PHEASANT BOULEVARD. NORTH 00057'20` WEST 189.15 FEET TO THE NORTH- WEST CORNER OF SAID PARCEL 2: THENCE ALONG THE NORTH LINE THEREOF. NORTH 89051'25' EAST 107.24 FEET; THENCE LEAVING SAID NORTH LINE BEARING SOUTH 00001'30' EAST 189.32 FEET TO THE MOST SOUTHERLY ANGLE CORNER OF THE SOUTH LINE OF SAID PARCEL 2: THENCE ALONG SAID SOUTH LINE BEARING SOUTH 8905730` WEST 104.17 FEET TO THE POINT OF BEGINNING. IN SECTION 22, TOWNSHIP 17 SOUTH. RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY. OREGON. PROPOSED I5' PRIVATE DRAINAGE EASEMENT BENEFITS BOTH NEW PARCELS PROP'D 14' PRIVATE SS EASEMENT BENEFITS NEW PARCEL 2 m t=- � o �c > a 0 04 Q_ x w TM 17 03 22. TL 2705 PARCEL I. PART PLAT NO. 98-PI087 a WILLAMETTE DENTAL � NA_ S. I A�I SITE PLAN COVER (DRC2002-12446) ASSESSOR'S MAP 17 03 22 (DET. MAP N0. I). TL 2702 SPRINGFIELD, LANE COUNTY. OREGON MARCH 2004 ADJUSTED PROPERTY LINE w I PER DEED RECORDED 7-26-94 EXISTING EASEMENTS EX 7' PUBLIC SAN SEWER REC. NO. 9454767. LCODR BENEFITS PARCEL I OF LAND �.{ EASEMENT PER REEL 20018 & PROPERTY LINE ADJUSTMENT SURVEY FILED UNDER CS 32787 A VARIABLE WIDTH ACCESS EASE. REC. NO. 94-72940 LANE COUNTY SURVEYORS OFFICE RECORDED DECEMBER 12. 1997 i( E- REEL 2365 R. INST. NO. 97-84432 LANE COUNTY AS CSF NO.S 34953 & 34954 MANAGEMENT PLAN BENEFITS PARCEL I & 2 OF LAND EX 7PUBLIC SAN SEWER Urnc°iv .a -r PARTITION PLAT NO. 98-P1087 EASEMENT PER REEL 200IR & BENEFITS PARCEL 2 OF LAND REC. NO. 94-72941 C5 PARTITION PLAT NO. 94-PO453 uj PRIVATE SAN SWR EASEMENT B 7' X 123' PUBLIC SAN SWR EASE Hoz RECORDED DECEMBER 12 1997 ON RECORDED OCT. 12.1994, REC. NO. 94-72942 0 END EX CESS EASEMENTCON TL 2706 00N 10' X 17' PRIVATE SAN SWR EASEMENT IJ- w RECORDED DECEMBER 12. 1997 ON REEL 2365 R. INST. NO. 97-84432. LCODR z BENEFITS PARCEL I OF LAND M (v (TNPARTITION PLAT NO 98-PI087 ON FILE IN 0 ( 0) 0) LANE COUNTY OFFICIAL RECORDS 1� N' TM 17 03 22. TL 2706 f PARCEL 2. PART PLAT 15.00' OPEN SPACE EASEMENTPEN ")Q z NO. 98-PI087 DECLARED AND CREATED ON EX 7' PUE PARTITION PLAT NO 98-PI087 x w w z LCSO. (CSF 34953 & 34954) I n[-- a:4 EXISTING EASEMENT DETAIL 1" ^ 30' PARKING (PHASE 2) AUTOMOBILE PROVIDED: 26 STANDARD SPACES (9 X 18' NLN) S COMPACT SPACES (8` X 16' MN) 2 HANDICAP ACCESS SPACES (9' X i8' MIN W/ 8' ACCESS AISLE. VAN) TOTAL. 33 REQUIRED HN): PROFFESSIONAL OFFICES -- 1/300 SF. x 6120 S.F. - 20.4 BICYCLE PROVIDED: 4 LONG TERM REQUIRED: PROF. OFFICE --- 1/3000 SO FT x 6.120 $Q FT - 2 TOTAL REQUIRED - 3 (MINIMUM REQUIRED ALL USES) (751 LONG TERM 251 SHORT TERM) ALL SPACES MUST COMPLY WITH BICYCLE PARKING STANDARDS OF SDC 31.210. LEGAL. DESCRIPTION PARCEL 2 LAND PARTITION PLAT NO. 94-PO453. FILED FEBRUARY 2. 1994. LANE COUNTY OFFICIAL RECORDS. LANE COUNTY. OREGON. EXCEPT THEREFROM: BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 2. LAND PARTITION PLAT NO. 94-PO453. LANE COUNTY OFFICIAL RECORDS: THENCE ALONG THE EAST MARGIN OF PHEASANT BOULEVARD. NORTH 00057'20` WEST 189.15 FEET TO THE NORTH- WEST CORNER OF SAID PARCEL 2: THENCE ALONG THE NORTH LINE THEREOF. NORTH 89051'25' EAST 107.24 FEET; THENCE LEAVING SAID NORTH LINE BEARING SOUTH 00001'30' EAST 189.32 FEET TO THE MOST SOUTHERLY ANGLE CORNER OF THE SOUTH LINE OF SAID PARCEL 2: THENCE ALONG SAID SOUTH LINE BEARING SOUTH 8905730` WEST 104.17 FEET TO THE POINT OF BEGINNING. IN SECTION 22, TOWNSHIP 17 SOUTH. RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY. OREGON. PROPOSED I5' PRIVATE DRAINAGE EASEMENT BENEFITS BOTH NEW PARCELS PROP'D 14' PRIVATE SS EASEMENT BENEFITS NEW PARCEL 2 m t=- � o �c > a 0 04 Q_ x w TM 17 03 22. TL 2705 PARCEL I. PART PLAT NO. 98-PI087 a WILLAMETTE DENTAL � NA_ S. I A�I SITE PLAN COVER (DRC2002-12446) ASSESSOR'S MAP 17 03 22 (DET. MAP N0. I). TL 2702 SPRINGFIELD, LANE COUNTY. OREGON MARCH 2004 PLAN INDEX w REEL 2365 R. INST. NO. 97-84432. LCODR -- -- 0 o U) EXISTING AND PROPOSED EASEMENTS (ON AND BENEFITS PARCEL I OF LAND ADJACENT TO SITE). SHEET C2 ri SHEET C3 PARTITION PLAT NO 98-PI087 ON FILE IN N E- N LANE COUNTY AS CSF NO.S 34953 & 34954 MANAGEMENT PLAN J zm x:P Urnc°iv .a -r - TOP BACK OF WALK BLM - BIG LEAF MAPLE BL 4 C5 TM 17 03 22. TL 2702 PROPERTY Hoz W W Z W LINELINE M w W 0 F- zH x c3 tS ww VARIABLE WIDTH PUBLIC SAN SWR EASEMENT RECORDED DECEMBER i2 1997 ON _ Q w N REEL 2365 R. INST. N0. 97-84431. LCODR �5 W a R-► vN W H b i CFOiVC� I`C P19ES:/ Q' 0 END EX CESS EASEMENTCON TL 2706 00N 10' X 17' PRIVATE SAN SWR EASEMENT IJ- w RECORDED DECEMBER 12. 1997 ON REEL 2365 R. INST. NO. 97-84432. LCODR z BENEFITS PARCEL I OF LAND M (v (TNPARTITION PLAT NO 98-PI087 ON FILE IN 0 ( 0) 0) LANE COUNTY OFFICIAL RECORDS 1� N' TM 17 03 22. TL 2706 f PARCEL 2. PART PLAT 15.00' OPEN SPACE EASEMENTPEN ")Q z NO. 98-PI087 DECLARED AND CREATED ON EX 7' PUE PARTITION PLAT NO 98-PI087 x w w z LCSO. (CSF 34953 & 34954) I n[-- a:4 EXISTING EASEMENT DETAIL 1" ^ 30' PARKING (PHASE 2) AUTOMOBILE PROVIDED: 26 STANDARD SPACES (9 X 18' NLN) S COMPACT SPACES (8` X 16' MN) 2 HANDICAP ACCESS SPACES (9' X i8' MIN W/ 8' ACCESS AISLE. VAN) TOTAL. 33 REQUIRED HN): PROFFESSIONAL OFFICES -- 1/300 SF. x 6120 S.F. - 20.4 BICYCLE PROVIDED: 4 LONG TERM REQUIRED: PROF. OFFICE --- 1/3000 SO FT x 6.120 $Q FT - 2 TOTAL REQUIRED - 3 (MINIMUM REQUIRED ALL USES) (751 LONG TERM 251 SHORT TERM) ALL SPACES MUST COMPLY WITH BICYCLE PARKING STANDARDS OF SDC 31.210. LEGAL. DESCRIPTION PARCEL 2 LAND PARTITION PLAT NO. 94-PO453. FILED FEBRUARY 2. 1994. LANE COUNTY OFFICIAL RECORDS. LANE COUNTY. OREGON. EXCEPT THEREFROM: BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 2. LAND PARTITION PLAT NO. 94-PO453. LANE COUNTY OFFICIAL RECORDS: THENCE ALONG THE EAST MARGIN OF PHEASANT BOULEVARD. NORTH 00057'20` WEST 189.15 FEET TO THE NORTH- WEST CORNER OF SAID PARCEL 2: THENCE ALONG THE NORTH LINE THEREOF. NORTH 89051'25' EAST 107.24 FEET; THENCE LEAVING SAID NORTH LINE BEARING SOUTH 00001'30' EAST 189.32 FEET TO THE MOST SOUTHERLY ANGLE CORNER OF THE SOUTH LINE OF SAID PARCEL 2: THENCE ALONG SAID SOUTH LINE BEARING SOUTH 8905730` WEST 104.17 FEET TO THE POINT OF BEGINNING. IN SECTION 22, TOWNSHIP 17 SOUTH. RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY. OREGON. PROPOSED I5' PRIVATE DRAINAGE EASEMENT BENEFITS BOTH NEW PARCELS PROP'D 14' PRIVATE SS EASEMENT BENEFITS NEW PARCEL 2 m t=- � o �c > a 0 04 Q_ x w TM 17 03 22. TL 2705 PARCEL I. PART PLAT NO. 98-PI087 a WILLAMETTE DENTAL � NA_ S. I A�I SITE PLAN COVER (DRC2002-12446) ASSESSOR'S MAP 17 03 22 (DET. MAP N0. I). TL 2702 SPRINGFIELD, LANE COUNTY. OREGON MARCH 2004 TM 17 03 22. TL 2704 BULLOCK SITE BGG I"=30' 0 10 30 60 100 SCALE IS IN FEET NO OTHER DRIVEWAYS. HYDRANTS. OR TRAFFIC RELATED FACILITIES ARE LOCATED WITHIN 200' OF THE SUBJECT PROPERTY ALONG GAME FARM ROAD SOUTH EXCEPT AS SHOWN HEREON. THE FIRE STATION IS APPROXIMATELY 230 FEET NORTH OF THIS SITE ON THE WEST SIDE OF GAME FARM ROAD SOUTH. FOR HYDRANT LOCATIONS SEE THE VICINITY MAP THIS SHEET. _^ Exi9tig Pamd Drive S1wrod &umo 0 rz lk" MOSM'SUMT UW ®I u EX BUS STOP EC g4tNEWAY EC DRIVEWAY 1Q EX DRIVEWAY Q EXr6 STREET Uc+tr LBUS EC DRIVEWAY m ITl n 11 p 7 Et DRIVEWAY --4 7 � Gc) ,A ov V -NpqAco_00W LEGEND PLAN INDEX SHEET Cl SITE PLAN COVER, LOT COVERAGE & PARKING SUMMARY -- -- PARCEL DIMENSIONS (EXISTING & PROPOSED) EXISTING AND PROPOSED EASEMENTS (ON AND ADJACENT TO SITE). SHEET C2 SITE ASSESSMENT OF EXISTING CONDITIONS SHEET C3 PROPOSED DEVELOPMENT (PHASE 2) EXISTING AND PROPOSED UTILITIES SHEET C4 PAVING. GRADING. AND STORMWATER + XAC MANAGEMENT PLAN TM 17 03 22. TL 2704 BULLOCK SITE BGG I"=30' 0 10 30 60 100 SCALE IS IN FEET NO OTHER DRIVEWAYS. HYDRANTS. OR TRAFFIC RELATED FACILITIES ARE LOCATED WITHIN 200' OF THE SUBJECT PROPERTY ALONG GAME FARM ROAD SOUTH EXCEPT AS SHOWN HEREON. THE FIRE STATION IS APPROXIMATELY 230 FEET NORTH OF THIS SITE ON THE WEST SIDE OF GAME FARM ROAD SOUTH. FOR HYDRANT LOCATIONS SEE THE VICINITY MAP THIS SHEET. _^ Exi9tig Pamd Drive S1wrod &umo 0 rz lk" MOSM'SUMT UW ®I u EX BUS STOP EC g4tNEWAY EC DRIVEWAY 1Q EX DRIVEWAY Q EXr6 STREET Uc+tr LBUS EC DRIVEWAY m ITl n 11 p 7 Et DRIVEWAY --4 7 � Gc) ,A ov V -NpqAco_00W LEGEND EX FIRE HYDRANT GUY® LEE SCHOOL ANN VICINITY MAP NO SCALE NOTES NO STRUCTURES EXIST ON SITE. NO FENCES EXIST ON SITE OR ARE PROPOSED. EXISTING SITE VEGATATION CONSISTS OF GRASS. BLACKBERRIES. AND THE TREES AS SHOWN HEREON. SITE IS NOT LOCATED WITHIN OR NEAR A 100 -YEAR FLOOD HAZARD ZONE OR A FLOODWAY. SITE SOILS ARE IDENTIFIED BY LANE COUNTY SCS MAPS AS 76. MALABON URBAN LAND COMPLEX IT IS A DEEP WELL DRAINED SOIL WITH A WATER TABLE DEPTH GREATER THAN 6' BELOW SURFACE. ORIF SEWARD CROSBY NO CHANGES TO EXISTING CURB CUT ARE PROPOSED. ALL EXISTING PAVING IS TO REMAIN EXCEPT WHERE IT IS NECESSARY TO REMOVE FOR MATCHING TO THE NEW PAVING. SEE SEPARATE ARCHITECTURAL PLANS AND LANDSCAPING PLANS FOR BUILDING AND LANDSCAPING DETAILS. RESPECTIVELY. WESTERLY PROPERTY BOUNDARY ADJUSTED BY DEED RECORDED 7-26-94, REC. NO. 94-54767. AND PROPERTY LINE ADJUSTMENT SURVEY FILED IN LANE COUNTY SURVEYORS OFFICE UNDER C.S. 32787. ALSO SEE CITY JOURNAL NO. 94-12-236 FOR CITY OF SPRINGFIELD PLANNING APPROVAL OF ADJUSTMENT. THREE FIRE HYDRANTS EXIST WITHIN 700 FEET OF THE SUBJECT PROPERTY. THEY ARE LOCATED AS FOLLOWS: WEST SIDE PHEASANT BLVD. APPROX. 180' WEST & 100' NORTH OF SUBJECT PROPERTY; ON SOUTH SIDE OF HARLOW OPPOSITE INTERSECTION WITH GAME FARM ROAD SOUTH, APPROX. 210' SOUTH OF PROPERTY: ON EAST SIDE OF GAME FARM ROAD. AT INTERSECTION WITH OAKDALE APPROX. 700' NORTH OF THE SUBJECT PROPERTY. SEE VICINITY MAP. SITE SUMMARY PARCEL I 0.55 AC PARCEL 2 0.53 AC DEVELOPMENT SITE AREA 0.64 AC (PHASE 1) ESTIMATED CUT: 430 CUBIC YARDS ESTIMATED FILL: 515 CUBIC YARDS ZONING CC, COMMUNITY COMMERCIAL PROPOSED USE PARCEL 2 - DENTAL OFFICE PROPOSED # OF EMPLOYEES: 20 JUN 0.2 2016 b - . n__ V EXISTING PAVED AREA TO REMAIN SUBJECT PROPERTY LINE -- -- - PROPOSED PARTITION PROPERTY LINE EXISTING CONCRETE PAVING TO REMAIN z TRAFFIC FLOW 440.7 mss+ + XAC EXISTING AC ELEV + 440'7 XGND EXISTING GROUND ELEV BW - TOP BACK OF WALK BLM - BIG LEAF MAPLE BL - BLACK LOCUST EX FIRE HYDRANT GUY® LEE SCHOOL ANN VICINITY MAP NO SCALE NOTES NO STRUCTURES EXIST ON SITE. NO FENCES EXIST ON SITE OR ARE PROPOSED. EXISTING SITE VEGATATION CONSISTS OF GRASS. BLACKBERRIES. AND THE TREES AS SHOWN HEREON. SITE IS NOT LOCATED WITHIN OR NEAR A 100 -YEAR FLOOD HAZARD ZONE OR A FLOODWAY. SITE SOILS ARE IDENTIFIED BY LANE COUNTY SCS MAPS AS 76. MALABON URBAN LAND COMPLEX IT IS A DEEP WELL DRAINED SOIL WITH A WATER TABLE DEPTH GREATER THAN 6' BELOW SURFACE. ORIF SEWARD CROSBY NO CHANGES TO EXISTING CURB CUT ARE PROPOSED. ALL EXISTING PAVING IS TO REMAIN EXCEPT WHERE IT IS NECESSARY TO REMOVE FOR MATCHING TO THE NEW PAVING. SEE SEPARATE ARCHITECTURAL PLANS AND LANDSCAPING PLANS FOR BUILDING AND LANDSCAPING DETAILS. RESPECTIVELY. WESTERLY PROPERTY BOUNDARY ADJUSTED BY DEED RECORDED 7-26-94, REC. NO. 94-54767. AND PROPERTY LINE ADJUSTMENT SURVEY FILED IN LANE COUNTY SURVEYORS OFFICE UNDER C.S. 32787. ALSO SEE CITY JOURNAL NO. 94-12-236 FOR CITY OF SPRINGFIELD PLANNING APPROVAL OF ADJUSTMENT. THREE FIRE HYDRANTS EXIST WITHIN 700 FEET OF THE SUBJECT PROPERTY. THEY ARE LOCATED AS FOLLOWS: WEST SIDE PHEASANT BLVD. APPROX. 180' WEST & 100' NORTH OF SUBJECT PROPERTY; ON SOUTH SIDE OF HARLOW OPPOSITE INTERSECTION WITH GAME FARM ROAD SOUTH, APPROX. 210' SOUTH OF PROPERTY: ON EAST SIDE OF GAME FARM ROAD. AT INTERSECTION WITH OAKDALE APPROX. 700' NORTH OF THE SUBJECT PROPERTY. SEE VICINITY MAP. SITE SUMMARY PARCEL I 0.55 AC PARCEL 2 0.53 AC DEVELOPMENT SITE AREA 0.64 AC (PHASE 1) ESTIMATED CUT: 430 CUBIC YARDS ESTIMATED FILL: 515 CUBIC YARDS ZONING CC, COMMUNITY COMMERCIAL PROPOSED USE PARCEL 2 - DENTAL OFFICE PROPOSED # OF EMPLOYEES: 20 JUN 0.2 2016 b - . n__ V z mss+ > 1cV 04 KV tt 3 ao `n �d+ p C5 �X< W W Z W d U en W CCA LLi d �5 W a R-► vN W H b i CFOiVC� I`C P19ES:/ Q' v � z < Q) z Z z 1= Lu ZQ flC i1� aF- I-- LLI _7; �W4Qoz> kf� LUN Q W U 9 Lu l� ZN°� z Lu Lu � I- � -n--� i �GAL.E: I• - 3o' FEVIC)IONS (. MJK 2-2.5-03 2. MJK 12-08-03 . 3, MJK 03-02-04 4. MJK 03-11-04 5, AJV Ob -01-16 6, DESIGNED: MJK DATE 112-2�-2002 333351T3.GGD -::,HFET I ot=4 c I 11 SITE ASSESSMENT OF EXISTING CONDITIONS ELECTRIC CONDUITS BY SUB) FOR SERVICE TO PROPOSED PARCEL 2 AND TL 2701 SEE TRENCH DETAIL A -A 9� CONST SWOVER � a EXTGr 2' CONC. PIPE NW 12' FL IN 43450 (E) zwt�7 4�CA EX 12' FL 4332 (N) EX Cl (TYPE 4MH) SUBJECT PROPERTY LINE EX 12' FL OUT 4331 (N) ua-v EX 10' FL IN 4332 (E � W) Fv TOP 16' W x 434.33 t i� DRAINAGE FLOW x<ujx<w wwrr www cC EX !0' SW ci W W H O W � 0 Z 3 00 CL_ Co Z 1 �5 0 w 11 SITE ASSESSMENT OF EXISTING CONDITIONS ELECTRIC CONDUITS BY SUB) FOR SERVICE TO PROPOSED PARCEL 2 AND TL 2701 SEE TRENCH DETAIL A -A 9� cr� � a �C'l NW �w0 zwt�7 4�CA ZWV ¢of 0) m SUBJECT PROPERTY LINE UCS ua-v Ci GRADE BREAK DIRECTION OF TRAFFIC FLOW t i� DRAINAGE FLOW x<ujx<w wwrr www rA EXT'G SAN MH RIM 439.5 8'FL IN 431.2 (S) 8"FL OUT 431.15 (W) EX 7' PUBLIC SAN SEWER EASEMENT PER REEL 20018 REG NO. 94-72941 SUB ELEC. VAULT VERIFY LOCATION & DESIGN WITH SUB ----12" PVC SW ri Z J 1 10' PLANTER ` 50.0 1_ TRASH ENCLOSURE ` SEE ARCH. DETAILS 7' PLANTER 10 STUB SW MH TM 17 03 22. TL 2701 10" FL IN 436.5 (S) PARCEL 1. PART. PLAT 94-PO453 10" FL IN 436.2 (N. STUB) CC ZONING 12" FL OUT 436.0 (W) SUINGIS B TELEC. VAULT 252'- _7 EXT'G 6" STUB 124' -j EX 7.0' PUE--�`I i NEW Gia SW 0 l I l ! RIM 441.0 o 2., = 0" 4 # 15 REM ® 31" BLM 45" BLM # 13 ED # f4 REMOV REMOVE ". --'442.0 001 N1 PLANTER PROPOSED PARCEL 2 TM 17 03 22. TL 2704 M � EXIS�� .�--P-ARCEL 1 � ( � 23,232 SF BULLOCK SITE c� �� ,._3_SF .._...._� ®I it ST Pus NE i w o.. 1 r M1111-1041iIIIIIIIIi to # 10 SAVE V°` 0�0 nP EX DRIVEWAY 3 (m EX DRIVEW� 0 X N N � 0 m SUBJECT PROPERTY LINE - -- - PROPOSED PARTITION PROPERTY LINE Ci GRADE BREAK DIRECTION OF TRAFFIC FLOW t i� DRAINAGE FLOW 35' IAV NEW (/6 j KIM 440.75 {I i #ABL 3 K vv � . .__.___...._.._...._...__.__. 4" .__.____-.?_?1....__. SAVE00 FLOW SPREADER 45" BLM .. _ _. FL 438.20 # 12 WATER E 1 U-) _.... 2 I (o- . ; . ' ' REMOVE I N S SIT G `\' FL 438.25 442.1 __ _...- GN� ' 6�T .`� _.. • �,/�� ® ?oma 4' PRIV. SS ik� 0PLUGED � 1 1- T T M l z ° \ ° NEW 3' CONC. WALK ' EX 7' PUBLIC SAN SEWER C oc C + c - I _ .�► :. EASEMENT PER REEL 20018 I I / PLANTER PROPOSED JOINT - ` EX BUS REC. NO. 94-72940 °0 - 1 I t--._ • - o 1STOP 10ww 441.8 �� �/ r,�r� ' • L, I�$ x }- "' O�� v%!� /G!� � 1I' / fi nl ,�Ll� k 'SS a �� b�'AiL BCS � � � EX T PUBLIC SAN SEWER EASEMENT PER REEL 20018 t-- 0% � " �PG q m m� .. P_,__. REC. N0. 94-72941 st ,... _ =� = X 0 A F z A A EX 12 T(� EX B INLET N _ = _.�r ._ _ r, 440.39 XAC s , cuR - _ _ MATCH STM ° _ w -� " g EXT'G ST El` LIGH 4lb - =- 1 > EXT'G $" i� � - EX DRIVEWAY EXE- - EXT'G EXTRUDED CURB p� DESOURCE A 440.E J� EXT'G PAVING I3�J' > rww TO BE REMOVED p w Q- END ACCESS EASE. EXT'G CATCH BASIN7 x I (Dw ,"'., � � `'-CENTER STRIPE ON TL 2706 RIM - 440.0 236.7) w G16 ® o cn �z ` - p�• 8" FL E 437.0 co b d ' m m EXT'G SAN MH EX PLANTER ( - RIM 441.88 -'-� -. ` i____ 8"FL IN 433.3 (E) w\��� �`� EXT'G SAN MH ,� XT'G 6' sT EXT'G 24" MH O - $"FL OUT 433.25 tN) z w p w �' ti_._ - RIM 440.1 �U ' ` EX DRIVEWAY u� cn w z RIM 441.10 yc G EXT'G TRASH 8" FL W 436.85 C 3 LL w EX CURB w cn �8"FL OUT 434.95 tW) PLPN�ER ENCLOSURE 12" FL S 436.0 z , I o a FL IN 435.0 dS) j �.`` : " M. _ - . l2" FL E 435.9 ► - — 4 TM 17 03 22. TL 2705 -< 0 I PARCEL I, PART PLAT ® _ 0 EXT'G SAN MH ..EXT`G ' , ` I� m w N0. 98-PI087 CATCH BASIN N C7 x X w ® CR 8' FL E 437.Q ul ¢ �� CC ZONING EXT'G BIKE RACK (P RIM - 4397 r°ii0; ' I� -t TM 17 03 22. TL 2704rn �._.. / a M i< BULLOCK SITE w Q) W, ^Q: EXrG s' STM �LL J !\i EXTRUDED CURB Jy� <, w, b_ N N �Aco0 EXT'G EXTRUDED CURB (D 10.00' OPEN SPACE EASEMENT Off' X, i v _l � EXT'G COVERE.D'WAI rK, ' s ' \ �,(/ / f°'jy` `' w i Li HTPD �/ EX BUILDING :iI! lJ 0 e�N -EGPARG, 2• 4 4100 SF /f�20'CES EX CURB IN T. RIM 4A •7_j t- �% ` 'f fs'!r';`/r �o • FL S 43 .9 Ex CURB TM 17 03 22. TL 2706 I , ; 4� w 12 �- o z �r2 f%. Q�5\� �„Q' o- 12" FL N 43 9 �--- PARCEL 2. PART PLAT z �e I EXT'G 7' PUE CC ZONING t- WWI z cD X ~ - © EXT'G EXTRUDED CURB i- X w EXT'G CATCH BASIN v x u w 1 (SEE NOTES) i U I 10" FL NE 436.7 EX POWER POLE EX TRAFFIC U < C U I f i RIM - 439.7 # 12/18A LIGHT POLE -EX OVE HEAD j I 03-- x V_�- & ST LIGHT GUY WIf S t i- W w LL r w o -- t -- ` • ' - . - . - . - • EXI �9�lC: A1_, Wil EXT'GS' ; ` } . , + : • • A . C., - .EXT'.G1­12 CONC.. WALK DRIVEWA --W (16") W i16 ) -` EX 12" STM Es> EX 12" STM ' EXT'G TS BOX - EX TS �. VAULT EX STM MH GAS GAS EX STM MH ' HARLOW ROAD M EX CURB INLET 12" FL E& W 437.0 (CITY OF SPRINGFIELD) � 10" STUB FL N 437.2 10" FL N 437.1 , ------- _.._.- _.._- .-------- .--------� 10" FL S 437 ._------.------___.------..---____-____----------------- - -l_ EXISTING TREE AS NOTED TO REMAIN EXISTING TREE AS NOTED TO BE REMOVED BLM - BIG LEAF MAPLE BL -BLACK LOCUST I" = 20' 0 5 10 20 30 40 SCALE IS IN FEET 51 1 p4ja/ el -v JUIN U �Z ZUtti U LEGEND EXISTING CONCRETE PAVING j LL EXISTING PAVED AREA TO REMAIN SUBJECT PROPERTY LINE - -- - PROPOSED PARTITION PROPERTY LINE G/B GRADE BREAK DIRECTION OF TRAFFIC FLOW -0% DRAINAGE FLOW NEW (/6 j KIM 440.75 {I i #ABL 3 K vv � . .__.___...._.._...._...__.__. 4" .__.____-.?_?1....__. SAVE00 FLOW SPREADER 45" BLM .. _ _. FL 438.20 # 12 WATER E 1 U-) _.... 2 I (o- . ; . ' ' REMOVE I N S SIT G `\' FL 438.25 442.1 __ _...- GN� ' 6�T .`� _.. • �,/�� ® ?oma 4' PRIV. SS ik� 0PLUGED � 1 1- T T M l z ° \ ° NEW 3' CONC. WALK ' EX 7' PUBLIC SAN SEWER C oc C + c - I _ .�► :. EASEMENT PER REEL 20018 I I / PLANTER PROPOSED JOINT - ` EX BUS REC. NO. 94-72940 °0 - 1 I t--._ • - o 1STOP 10ww 441.8 �� �/ r,�r� ' • L, I�$ x }- "' O�� v%!� /G!� � 1I' / fi nl ,�Ll� k 'SS a �� b�'AiL BCS � � � EX T PUBLIC SAN SEWER EASEMENT PER REEL 20018 t-- 0% � " �PG q m m� .. P_,__. REC. N0. 94-72941 st ,... _ =� = X 0 A F z A A EX 12 T(� EX B INLET N _ = _.�r ._ _ r, 440.39 XAC s , cuR - _ _ MATCH STM ° _ w -� " g EXT'G ST El` LIGH 4lb - =- 1 > EXT'G $" i� � - EX DRIVEWAY EXE- - EXT'G EXTRUDED CURB p� DESOURCE A 440.E J� EXT'G PAVING I3�J' > rww TO BE REMOVED p w Q- END ACCESS EASE. EXT'G CATCH BASIN7 x I (Dw ,"'., � � `'-CENTER STRIPE ON TL 2706 RIM - 440.0 236.7) w G16 ® o cn �z ` - p�• 8" FL E 437.0 co b d ' m m EXT'G SAN MH EX PLANTER ( - RIM 441.88 -'-� -. ` i____ 8"FL IN 433.3 (E) w\��� �`� EXT'G SAN MH ,� XT'G 6' sT EXT'G 24" MH O - $"FL OUT 433.25 tN) z w p w �' ti_._ - RIM 440.1 �U ' ` EX DRIVEWAY u� cn w z RIM 441.10 yc G EXT'G TRASH 8" FL W 436.85 C 3 LL w EX CURB w cn �8"FL OUT 434.95 tW) PLPN�ER ENCLOSURE 12" FL S 436.0 z , I o a FL IN 435.0 dS) j �.`` : " M. _ - . l2" FL E 435.9 ► - — 4 TM 17 03 22. TL 2705 -< 0 I PARCEL I, PART PLAT ® _ 0 EXT'G SAN MH ..EXT`G ' , ` I� m w N0. 98-PI087 CATCH BASIN N C7 x X w ® CR 8' FL E 437.Q ul ¢ �� CC ZONING EXT'G BIKE RACK (P RIM - 4397 r°ii0; ' I� -t TM 17 03 22. TL 2704rn �._.. / a M i< BULLOCK SITE w Q) W, ^Q: EXrG s' STM �LL J !\i EXTRUDED CURB Jy� <, w, b_ N N �Aco0 EXT'G EXTRUDED CURB (D 10.00' OPEN SPACE EASEMENT Off' X, i v _l � EXT'G COVERE.D'WAI rK, ' s ' \ �,(/ / f°'jy` `' w i Li HTPD �/ EX BUILDING :iI! lJ 0 e�N -EGPARG, 2• 4 4100 SF /f�20'CES EX CURB IN T. RIM 4A •7_j t- �% ` 'f fs'!r';`/r �o • FL S 43 .9 Ex CURB TM 17 03 22. TL 2706 I , ; 4� w 12 �- o z �r2 f%. Q�5\� �„Q' o- 12" FL N 43 9 �--- PARCEL 2. PART PLAT z �e I EXT'G 7' PUE CC ZONING t- WWI z cD X ~ - © EXT'G EXTRUDED CURB i- X w EXT'G CATCH BASIN v x u w 1 (SEE NOTES) i U I 10" FL NE 436.7 EX POWER POLE EX TRAFFIC U < C U I f i RIM - 439.7 # 12/18A LIGHT POLE -EX OVE HEAD j I 03-- x V_�- & ST LIGHT GUY WIf S t i- W w LL r w o -- t -- ` • ' - . - . - . - • EXI �9�lC: A1_, Wil EXT'GS' ; ` } . , + : • • A . C., - .EXT'.G1­12 CONC.. WALK DRIVEWA --W (16") W i16 ) -` EX 12" STM Es> EX 12" STM ' EXT'G TS BOX - EX TS �. VAULT EX STM MH GAS GAS EX STM MH ' HARLOW ROAD M EX CURB INLET 12" FL E& W 437.0 (CITY OF SPRINGFIELD) � 10" STUB FL N 437.2 10" FL N 437.1 , ------- _.._.- _.._- .-------- .--------� 10" FL S 437 ._------.------___.------..---____-____----------------- - -l_ EXISTING TREE AS NOTED TO REMAIN EXISTING TREE AS NOTED TO BE REMOVED BLM - BIG LEAF MAPLE BL -BLACK LOCUST I" = 20' 0 5 10 20 30 40 SCALE IS IN FEET 51 1 p4ja/ el -v JUIN U �Z ZUtti U z z H W � 11tr C14 cC ci W W H O W � 0 Z cn 00 W W Z w O �5 W E- 0 0 z O � O z z o Q oQ zX y 1 _- Lu ---" W N O L<Q I— s t� 6 F O 71 ui ILL] i-' o sz LLJ Q) v Q) ill W 00�L Lu <z I Lu SQ �Lu Lu � 3 3 uj<I-� p< Q (Lu SGALE: I, - 2o' FEVI510N5 1 2-28-03 MJK 2. 12-08-03 MJK 3. 03-02-04 MJK 4. 5. DE5IGNEP: MJK DATE 12-26-2002 333351T3.6GD 'SHEET 2 OF PtR(ta:"a 141}1 WaDO& ID PBf1� QtY V0ATOE6 UBE= TO If �Ma (Mrm VAN-ACCESMLE' ACCESSIBLE PARKING SIGN OR20-6B STD FOR OFF STATE HIGHWAY OR AS MODIFIED BY SPFD. BUILDING DEPT. MOUNT ON POST OR BUILDING AS SHOWN VAN ACCESSIBLE PARKING SIGN OR20-6D 2' SO TUBE o CLOSED TOP to 1 1 FINISH SURFACE 8' DIA CONCRETE IT. . FILLED POST HOLE TYPICAL HANDICAP SIGN NOSCALE Iq M_ FINSH SURFACE It =111= = 111=-111==111=-iU-= NATIVE 9Adr Cfi.L IN 3/4' - O CRUM ROCK 36' MEN OR AS REOD — 24• MN 24' SUB ELEC$ 000 SECONDARY LINES' 6• 6' PER SUB 2' tow OF BEDDING SAND 1{I=Til OR PEA ROCK 6' MIN. OF • 4' PRIVATE DRAWAGE EASEMENT W ELEC MAINS 'ER SUB {{{— 3/4• - 0• MaED ROM BACrFLL 14 O TCe {1 111 WE °`� OTS{ III PIPE oNE i_1j!==PIPE EXrG 8' SAN 3/4' - 0' CR 12' PVC SD SEWER ASTM 3034. SDR 35 OR APPROVED ECX)fV. ALSO SEE APWA STD DWG. NO. 30L AUG.1996 A - A TRENCH DETAIL NO SCALE FINSH SURFACE 24' MN =11i OR AS _ _ o' RFOU 1{f � OW_ �� � �• � 3s• =Ili= r SCHDAO CONDUIT i' GAS LINE PER ;ATV 2• MN. OF NW NAT. GAS CO. — BEDDING SND 1-4/5' SCHD.40 PVC WTR OW OR PEA ROCK 1-4/4' SCHDAO PVC WTR (BLDG SERV) 3' SCHD.40 PVC PHONE ALSO SEE APWA STD DWG. 2- SCHDAO PVC (SPAM NO. M. AUG. 190 B - B TRENCH DETAIL NO SCALE W 0 BUILDING ENTRY/BIKE PARKING SCALE I" = 10' , 1414' SCHD.40 PVC Q PRIV. DOM. SERVICE EXT G METER BOX FOR TO WILLAMETTE DENTAL PROPOSED PARCEL 2 DOUBLE CHECK VALVE ASSEMBLY , irEM SOX AND r EXT'G HYDRANT PER SEA DWG FRIDE46 tETER 2' SERVICE FOR DOMESTIC SERVICE (SEE X- TION DETAIL) - PARCH, 2 2' TEE X 1-4/4' BY NG BUSHING . EXTG 7' SM40 Pt T SaDAG PVC -- . - - WMATBt S6tViCE 70 .:..,--.. ' `: �IgF 431.St1B1 GAS - EXT'G - BY tt4W NEW NAT GAS 1-1/2' SChDA0 LOT I TO ..4-- - .-.- - • """ - PVC PRIV. IRWG. ...,. - 40' SEND A ...- --- • - ... •, .. T FEDUCM BtlSttr� PER OSNET EXT'G CTT SIDEWALK. I�EW PkiOtE. GAS. � � � n & CAN SEE DETAIL B -B DOUBLE CHECK VALVE ASSEMBLY PER SUB DWG FFOE46 EXT'G LIGHT n ABOVE GROUND HOUSING IRRIGATION SYSTEM FOR B CKFLOW PREVENTIONDEVIC} 3 ti >7c r P+�E M _I-1 .•NEW :,T 91DLWALK_. X 1 co EXT'G CURB EXT'G DRIVEWAY WATER SERVICE PLAN DETAIL i NO SCALE SITE DEVELOPMENT PLAN (PHASE 2) •� a=,�li WILLAMETTE DENTAL IMPROVEMENTS TO INCLUDE BUILDING, PAVING, SIDEWALKS, STORM. SANITARY, WATER ELECTRIC, PHONE, CABLE. COMMUNICATIONS. GAS, & OTHER PRIVATE UTILITIES TO SERVE PARCEL 2. In" CTI ID 3.0% EXT'C2 CONC.- WALK,,`,, EXT • 35'. - DRiVEWA`t 00 PROPOSED W PRIVATE EASEMENT TO BENEFIT PROPOSED PARCEL 2 EXT'G EXTRUDED CURB Shared Easement I EXN(ER ENCLOSURESH i 1 P v EXT'G BIKE RACK (P�� �� <• Lu W.' . EXT'G EXTRUDED CURB ' SII rf'f EXT'G COVERED ",WALK. •. •LIGHTED •• EXT' , PARKING 5 SPACES. 0 r2 M GAS GAS 1 1 f EX DRIVEWAY �m •x .M �o EX DRIVEWAY 1 FOX M �r �l LEGEND U ALL EXISTING AND PROPOSED PAVING IS 3' AC ON 8' Mrd EXISTING PAVED AREA TO REMAIN U , SUBJECT PROPERTY LINE E w w PROPOSED PARTITION PROPERTY LINE ® v GRADE BREAK 000- DIRECTION OF TRAFFIC FLOW I DRAINAGE FLOW Q C SITE LIGHT (WALL PACK AT 20' I MOUNT HEIGHT) ' - •- CONCRETE PAVING: i .° • x w 7' PGC ON I' CR IN DRIVEWAY FIRE o 0 I 4" PCC ON I' CR SIDEWALKS NOTE: - 00 (14 - FOR OTHER SIDEWALK & DRIVEWAY DETAILS X0 c� _j 1 l AND E-213 RESPECTIVELY. - ADA ROUTE TO BE MARKED AND RAMPED - AS NECESSARY PER ADA STDS. w C - COMPACT - MIN. 8' X 16' Z HANDICAP - 9' X 18' o`' oz NO CHANGES TO EXISTING CURB CUT ON GAME FARM - N 0 I EX DRIVEWAY --A C I—(-) a MOUNTED AT 20' MAX. HEIGHT ON THE BUILDINGS AS 4' EXT'C2 CONC.- WALK,,`,, EXT • 35'. - DRiVEWA`t 00 PROPOSED W PRIVATE EASEMENT TO BENEFIT PROPOSED PARCEL 2 EXT'G EXTRUDED CURB Shared Easement I EXN(ER ENCLOSURESH i 1 P v EXT'G BIKE RACK (P�� �� <• Lu W.' . EXT'G EXTRUDED CURB ' SII rf'f EXT'G COVERED ",WALK. •. •LIGHTED •• EXT' , PARKING 5 SPACES. 0 r2 M GAS GAS 1 1 f EX DRIVEWAY �m •x .M �o EX DRIVEWAY 1 FOX M �r �l LEGEND EXISTING TREE AS NOTED TO REMAIN EXISTING TREE AS NOTED TO BE REMOVED BLM - BIG LEAF MAPLE BL - BLACK LOCUST EX 35 CAV ; EXISTING CONCRETE PAVING ALL EXISTING AND PROPOSED PAVING IS 3' AC ON 8' Mrd EXISTING PAVED AREA TO REMAIN U , SUBJECT PROPERTY LINE E VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION PROPOSED PARTITION PROPERTY LINE G/B GRADE BREAK 000- DIRECTION OF TRAFFIC FLOW —�' DRAINAGE FLOW SITE LIGHT (WALL PACK AT 20' MOUNT HEIGHT) ' - •- CONCRETE PAVING: ® STOP .° • 4 7' PGC ON I' CR IN DRIVEWAY FIRE AND APRON. I 4" PCC ON I' CR SIDEWALKS NOTE: - CRUSHED ROCK (CR) TO BE 3/4 MINUS - FOR OTHER SIDEWALK & DRIVEWAY DETAILS ,` SEE STANDARD CITY DRAWINGS E-20 1 l AND E-213 RESPECTIVELY. - ADA ROUTE TO BE MARKED AND RAMPED - AS NECESSARY PER ADA STDS. EXISTING TREE AS NOTED TO REMAIN EXISTING TREE AS NOTED TO BE REMOVED BLM - BIG LEAF MAPLE BL - BLACK LOCUST EX 35 CAV ; NOTES ALL EXISTING AND PROPOSED PAVING IS 3' AC ON 8' Mrd CRUSHED ROCK. U , ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE E VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION WWMETER 5r3tV ' EXT'G CAN BEGIN. OF WTR CONNECTION UI=TN.5 THIS S$T 'POINT 12 - 2' TAPS OOM, SERVICES) ALL NEW UTILITIES MUST BE UNDERGROUND & ARE - T TAP FM 1I 1 SUBJECT TO DESIGN OF EACH UTILITY EXCEPT AS SHOWN. �D cn NO WHEEL BUMPERS ARE PROPOSED EXCEPT AS SHOWN. THE SIDEWALKS AND REQUIRED PLANTER STRIPS ARE TWO FEET WIDER THAN REQUIRED FOR COMPLIANCE WITH ADA EX BUS STANDARDS AND LANDSCAPING STANDARDS OF THE CODE. ® STOP jw Z w P� 4 ADA HC ACCESS RAMPS: MAX. 12:1 RUNNING SLOPE & 2% FIRE CROSS SLOPE. ADA ROUTE: MAX. 5% RUNNING SLOPE & I 2% CROSS SLOPE. HC PARKING SPACE AND ACCESS AISLE MAX. 2% SLOPE ALL DIRECTIONS. ACCESIBLE EX *G STREET LIGHT EX DRIVEWAY PARKING SPACE SIGNS (OR20-6B & OR20-6D) SHALL BE ,` INSTALLED PER LOCAL AND STATE STANDARDS. 1 l M ` CENTER STRIPE PARKING SPACES SIZED AS FOLLOWS: 9' X 18' - STANDARD - MIN. w C - COMPACT - MIN. 8' X 16' Z HANDICAP - 9' X 18' M I NO CHANGES TO EXISTING CURB CUT ON GAME FARM - ROAD ARE PROPOSED. 0 I EX DRIVEWAY --A C LIGHTS FOR THE PARKING AREA ARE TO BE WALL PACKS a MOUNTED AT 20' MAX. HEIGHT ON THE BUILDINGS AS 4' SHOWN. DIRECTED SO AS NOT TO CAUSE GLARE ONTO --i o NEIGHBORS OR INTO THE PUBLIC RIGHT OF WAY. .� O L NO FENCES EXIST OR ARE PROPOSED. u1 X o�Q �Z 0 o ALL GRADES SHOWN ARE FINISHED AC iM UNLESS NOTED OTHERWISE. n DS - DOWN SPOUT (ROOF DRAIN) I 1 W 0 Q) IIJ 1 EXISTING CATCH BASINS ARE STANDARD GIBSON STEEL � WITH GREASE TRAP. 36)Q v 3 W Q I- _ ALL NEW CATCH BASINS ARE 2 CHAMBER BASINS WITH ' OIL AND GREASE FILTRATION SYSTEM. LLJ SEE SHEET 3 FOR SWALE DETAILS a ALL PIPE OUTLETS INTO SWALE SHALL USE RIPRAP Iw- i FOR ENERGY DISSIPATION AND EROSION CONTROL. ALL AREA WITHIN TRASH ENCLOSURE WILL DRAIN TO FLOOR DRAINS CONNECTED TO SANITARY SEWER. FLOOR DRAIN I WILL 2•-�)' 4' GRAVITY FLOW IN 3" PIPE TO FLOOR DRAIN 2. FLOOR DRAIN I 2 WILL DRAIN TO THE BUILDING SEWER CONNECTION ON E THE WEST SIDE OF THE NEW BUILDING VIA A 2-1/2' FEVI51aN5 PRESSURE LINE. A SUMP PUMP WILL BE PLACED WITHIN • 2-28-03 MJK FLOOR DRAIN 2. PLACE ANTI -SIPHON VALVE JUST 1 1 DOWNSTREAM OF FLOOR DRAIN 2. PER DETAIL SHOWN HEREON. I' METER CONCRETE METER BOX 2' BRASS GATE BY SEB WTIH READER LID VALVE. PRIVATE 3_± BY SUB 2' PVC SCHD. 40 PRIVATE, TO BACKFLOW FOR FUTURE SERVICE TO PARCEL 2 NOTHING WILL BE CONSTRUCTED 'PAST THE ANGLE METER VALVE vat^ 2' X i' REDUCWG B1_&i IING 6" OF 3/4`-0" CRUSHED ROCK COMPACT BASE (AS REOUIRED) - MIP COMP 2- x r REDucm BUSHUG CORPORATION STOP LOCKABLE ANGLE METER VALVE 2' SEAMLESS. SOFT. ANNEALED NEW 2' 4E• ELBOW COPPER SERVICE LINE. NEW 2- SERVICE LINE BY SEG �( J�ARM RD. "1 SECTION VIEW p2-t-cX�{i WATER SERVICE x -SECTION NO SCALE R 1= ( Oo 5 V Mrd C.� z 3rd W Lt•. •di .p J Lo 04 Cv ua `n 00 �D cn 0-4 �a w U jw Z w P� 4 Z t;, a 00 t° d W o ,` [r W Z --A L Q I- oL z Z v — Q Z N Zz .� O L Z IU N I o�Q �Z W W Z 2 �-v�oo tL N v L W 0 Q) IIJ Q LU � --�� � X z 36)Q v 3 W Q I- %U L LLJ SGALE: I' - 20' FEVI51aN5 • 2-28-03 MJK 2. 12-08-03 MJK 3. 03-02-04 MJK 4. 03 -II -04 MJK 5. o6 -01-1b �IJK 6. DE5I6NED: MJK DATE 12-26-2002 3333'NT3.6GD SHEET 3 OE 4 C3 .JUN 0 2 2016 _� 3 GRADING, PAVING, & STORMWATER MANAGEMENT PLAN O� EX BUS STOP NEW ODOT DITCH INLET TYPE 'D'. RIM 437.55 10" FL OUT 436.7 6* FL IN 436.7 ",°r Existing A STUB "D + 7PLANTER CONNECT NEW LjWE---,_ tX DRAIN EX DRIVEWAY DS Q DS + Ln -0) FLOW SPRErER + . .... . h "'��� { �1; L 4 5 + m > EXT'G 15' PRIVATE I '\,rMGE_ EASEMENT + . %__� LL W EX DRIVEWAY _j < SED PAR, R011 PROPOS J I I, ��: 0 PAR; E���,,, FL W, EA �R 2,1;073 SF SF U). EXT G BUILDING b DS 0 D 6120 S.F. FF - 442.5 0 ro' SS( D T + I +'Q� 00 TsA + TM 17 03 22, TL 2704 BULLOCK SITE + + 0 + + c t + + 4 4 3 I 0010 TM 17 03 22. TL 2704 BULLOCK SITE EX BUILDING 4100 SF EXT'G 7' PUE �______. _. __ D}C��D PLANTER FLOW SPREADER < 18.0'--+-24.0 6.0' > EX 35' �A\ v +- --------- ----- -- FLOW SPREADER 16.0' 20.0''1"6.0"=f vA& 0 PLANTER EX BU STOP S 00. lo o EX DRIVEWAY \,LTD RIDESOURCE EXT'G AVING PU/DROP OFF AREA CENTER STRIPE G/jB w EX PLANTER b 1 11E E)(1 -G EXT'G TRASH EX DRIVEWAY ENCLOSURE 4! TM 17 03 22. TL 2705 v A EXT'G SAN MH PARCEL 1. PART PLAT uj v v NO. 98-PI087 Z v A < E. CC ZONINGccs G) _j -Q) rn w_j 0 EXTRUDED CURB < w ­"� n �-E-\Q -Z"4 w 0 w EXT'G EXTRUDED CURB > <bC'e. I J � 6_ X - 7778. EXT'G COVERED WALK LIGHTEDe Z j '� --'C3 PARKING5----__,, 5'�,XCES/ TM 17 03 22, TL 2706 PARCEL 2. PART PLAT NO. 98-PI087 ® �-� r �� CC ZONING EXT'G EXTRUDED CURB w A + lb 41 w / EXT'G CONC. WALKEXT'G 35 EXT'G CONC. WALK DRIVEWA ------------------------------------------------------------------------------ LEGEND EXISTING CONCRETE PAVING TO REMAIN EXISTING PAVED AREA TO REMAIN SUBJECT PROPERTY LINE GAB GRADE BREAK DRAINAGE FLOW CONCRETE PAVING: 7' PCC ON I' CR IN DRIVEWAY AND APRON. 4' PCC ON I" CR SIDEWALKS + XAC 440.7 EXISTING AC ELEV + 440.7 EXISTING GROUND ELEV XGND NOTES ALL EXISTING AND PROPOSED PAVING IS 3' AC ON 8* CRUSHED ROCK. ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION CAN BEGIN. ALL GRADES SHOWN ARE FINISHED AC UNLESS NOTED OTHERWISE. DS - DOWN SPOUT (ROOF DRAIN) EXISTING CATCH BASINS ARE STANDARD GIBSON STEEL WITH GREASE TRAP. DS - DOWN SPOUT (ROOF DRAIN) NEW FLOW SPREADERS WILL BE ADDED TO EXISTING SWALE < 17.0' 15.0' DRAINAGE EASEMENT 14.0' SWALE WIDTH -2.0'- 4.0'- -2.0'- _<j ia_: EXT CURB "o BOT. LQ �- CL w AC PAV b I CURB -.T 'r4_W'V \5' FUTURE ul 4H: IV IMPROVEMENTS SWALE CENTERED OVER PROPERTY LINE AND EASEMENT SECTION A -A EXT'G TYPICAL GRASSY SWALE CROSS-SECTION NO SCALE 0 �_C' clom P� Lo - coo 19 '51 fc, plan v JUN 0,2 2016 > 04 to 04 Noa C4 C5 Z Lo W5 0 00 LI; py z o' Lu Lo cg < Lu 0 oN 3 F. 0 Z L Lu Z < -A L Q) W L Z v Z LU N Z < 6 W Z L < < LLJ Z LIJ :2i 0 Q) uj > < Lu luw-F < I D x 7= L =7j uj < I - z u- o < SGAI_E, I, - zo, FEVIc)IONc) 1, 2-28-03 MJK 1 12-05-03 MJK 3, 03-02-04 MJK 4, 03-11-04 MJK 5. MJK PATE 4 5 H I— I- T4 off C4 J Laurel (Otto L yl Eft. Spacing s, �;4 r5� , s tl hex &tf Landscape Standards eery. 1. Proper: Tree, Shrubbery & Grass for Zone 6 Per US] 2. Planting: Proper Planting Techniques will be applied 3. Existing Big Leaf Maple Trees will be saved and are s A • 3- Existing trees with a canopy greater than 30ft. in di 3- Additional Street trees will be planted to exceed sto canopy,coverage. Landscape Design a DATE: 11/13/2415 REVISIONS-- I. 2. 3. SHEET 1 OF 1 CON, :ti h N O a N N � •II w I'T'EM � o ' o o COMMON NAM � SIZE ;UILDING STRUCTS o _ _______rrr________________rrrr__rrr__r_r_rr_____t,r____r__r,i______r____�____________t � � 7 TREES x — 3- Scarlet/Red Maple 8401 waro. o _ 1 - Blue Spruce 5-8ft.V UV .. o' ..• 04D 0 0 10 Vine Maple 5-8ft..0000 W r :' SHRUBS Mae ° 0 53 - Laurel (Otto Luyken) 1 Gal. 4� o spit `M e cs� o o -- 13 - Red Barberry (Resie Glow) 1 Gal. ` , ^] p o o f y Q = 6 - Covext Boxwood {Japanese Holly) 2 Gal. .-.rte—..m...-..._...._ n.....� ..._...m......._.._...�. ....... .. .. ... • O = 10- Mexican Orange 2 Gal. 1,V�1.1\1 (� 11 Rhododendron 5 Gal. Z. ® U GRASSES = Perennial Rye Plant"I'in Bio Swale z d- ADDITIONAL INFORMATION: 1. Because there is an existing sprinkler system with an existing Double Check B� MULCH = � U Fir Beauty Bark Mulch Applied to all areas of Landscape W cn p p Backflow device installed on property Tax lot 2702. A 1" p.v.c. line located Except Bio Swale: 15 on the east side of the Bio-swale which feeds existing popup mist heads W W U � on this property along the east side of the swale. This line will be tapped COPa 18 U p into and udNmd to water additional areas of thisproperty. TYPZ.I" kivi