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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/27/2021D 14 (rf ��.`�; � (FN v. SLEEVES LEGEND JJ 1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS: PROPERTY LINE (SUBJECT PROPERTY) C/ Rhi/, 4 J5.76 ``,q * SLEEVES TO BE SET 18" BELOW FINAL GRADE. * SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. * OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE PROPERTY LINE (ADJACENT LOTS) PROPOSED FENCE V-(rE_)WW-(l WW- i` �1LOWW-IE"W (E) WVV (E WW (E)WW W -.i '��V YV LE) �A/ W -)Ww- (E) WW E" WA-� (E ft E" "AlVi SAN 0H * WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WALKS AND CURBS. 1-1.0 EXISTING EASEMENT 4 35.44 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC. SETBACK L u j D'CIS -(E'SD -(EL_-)SD -(E)SD",(E)SD (E)Sd (E)SD (E)SD -SD 3. SEE PLAN FOR SLEEVE SIZE. D EAD M O N D F R RY ROAD 4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATION ROW VARIES SYSTEM. MINOR VAURIANCEE- REQUESI-T: 40'-0" LOT WIDTH Z VEHI LAR ACCESS QU CD 'W 0 Vv CONCRETE PAVING cc .40 4 22- LL 6 _J EXISTING SIDEWALK A VEGETATED STORMWATER TREATMENT AREA FSTORMWATER EXISTING UTILITY POLE AND STREET LIGHT 'T ER IT A EASEMENT A IRRIGATION SLEEVE- TYPICAL f -'swTp- CIS (IS 03 U) W in V 6 SETBACK CIS 'AC, K ' 4 \ PROPOSED DRIVEWAY w '-, .. \ \ \ SIDE YARD to . ...4 . . . .. YARD I •4..• GARAGE REMOVED 0 z a.:..21Y 4: v DRIVEWAY CONSTRUCTION NOTES ,,, -A FE MA 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. \ j C Zp-� �� ,� 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ��� PROPOSED PARTITION/ ENGINEERING, INC., 310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389. TRASH RECYCLING ENCLOSURE PROPERTY LINE 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE L1.0 EXISTING HOUSE TO REMAIN TOWNHOMES (BUILDING 1) LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF BIKE PARKING ANY SITE REVIEWS. 24 ASPHALTIC CONCRETE DRIVEWAY 5. THERE SHALL BE REQUIRED REVIEWS BY OWNERS REPRESENTATIVE UNIT DRIVEWAY- ASPHALTIC CONCRETE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & EXISTING DECIDUOUS TREE TO REMAIN LAYOUT, PRIOR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. CIS- CIS-_ CIS 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL LANDSCAPE AREAS. 25' TRANSITION TO to ADJACENT I I LDR ZONE 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. EXISTING CONIFEROUS TREE TO REMAIN U IT I 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. r 'f '°; c��G�$gG� 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. ------ IRRIGATION SLEEVE 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). PROPOSED POLE MOUNTED LIGHT U T �\A 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. S 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 900 ANGLES TO EDGES -__lpl EXISTING STREET LIGHT TO REMAIN "JIS OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. s 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE, ADJACENT. =-� =- 'f:.�.:¥ .:{ f-' , �13. � � � �GROUND SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. 14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION. WATER PROTECTION • - 1-k DURING CONSTRUCTION TOWNHOME (BUILDING 2) M ULTI=FAMILY S ITE PLAN NOTES 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING `7 PROPOSED SHORT-TERM BIKE PARKING - M, 4 SPACES- 4 REQUIRED (11 wwaE (1) rg rAgAGF 7 UNIT 6 Pm ;. WAV 1-1.0 4 CONSTRUCTION: ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY •UNIT UNIT 5 UNIT UNIT 3 NOTE: THERE WILL BE A CONCURRENT APPLICATION FOR PARTITION OF THE AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE ::: ` ' _ = _ _ \ SINGLE FAMILY LOT. NOTES INCLUDED HERE REFERS TO THE MULTI -UNIT FLAG LOT. WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. AND �-� �� '��?p; �,�r� � � • CHEMICAL HANDLING, STORAGE, USE. CONTRATORS/DEVELOPERS SHALL FOR SAFE HANDLING AND � DENSITY AND DWELLING UNITS (FOR MULTI -FAMILY LOT): BE RESPONSIBLE STORAGE OF CHEMICALS, PRODUCTS, AND FERTILIZERS PETROLEUM AND THE J MDR PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF z <= REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS NET ACRE RESULT SITE SIZE: 0.85 GROSS ACRES 12-24 DWELLING UNITS PERMITTED CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALSMASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL 4 17� SDI s if) -SD __j )c:) uJ SD 04 PROPOSED: 15 DWELLING UNITS CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. LL 18 DU /NET ACRE cm c, ,n -n v TOWNHOME (BUILDING 3) VEHICLE PARKING: • EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE pFLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE ESTIMATED DISTANCE FENCE TO PATHWAY EDGE - 12" MINIMUM DISTANCE TO BE MAINTAINED ALONG REQUIRED: STANDARD: I SPACE DU RESULT: 15 SPACES FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR ENTIRE FENCE LENGTH WITHIN SUBJECT SITE PROPERTY PROPOSED 15 GARAGE SPACES + I DRIVEWAY SPACE EACH FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE PROPOSED &FENCE TRASH/ RECYCLE BIKE PARKING: REQUIRED: STANDARD: I SPACE/ DU, 100% LONG-TERM SYSTEM. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE .lx (n RESULT: 15 SPACES 25% SHORT TERM= 4 OUTDOOR SPACES PROPOSED: 15 SPACES PROVIDED IN GARAGE, PLUS FOUR SHORT TERM SPACES USED ON THIS SITE. • 3wsvm a Vvbpm UNIT 8 NIT mvsvm a 30VWM t m9wm a 30VWM U 30vwp Et ACCESS EASEMENT BENEFITING UNIT UNIT 297 DEADMOND FERRY RD. 10 1 12 13 14 OPEN SPACE: 2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT cn ::2- DOC. # 99061898 GENERAL O.S. TRASH/RECYCLING ENCLOSURE AND ADJACENT TO THE SWALE(S). THE REQUIRED: STANDARD: 15% OF GROSS SITE AREA PROPOSED Rylaffh FENCE no 011) 1 1 PARKING & CIRCULATION SETBACK TO BE PLANTED WITH 30-40" EVERGREEN HEDGE RESULT: GROSS SITE: 0.839 NET ACRES 15% OF GROSS SITE= 0.13 ACRES SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING 6' HEIGHT E LEM I ll+H+M-1 AND SHADE TREES 30, O.C. PROPOSED: 0.24+ ACRES (28% OF GROSS SITE) AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ (541-744-3745) TO PURCHASE SIGNS DIRECTLY COMMON O.S. FROM SUB. -c- REQUIRED: STANDARD: .25 SF / 1.00 SF OF GROSS FLOOR AREA (500 SF MINIMUM WITH NO DIMENSION LESS THAN 15') z RESULT: GROSS HEATED AREA: 12,056 SF X.25= 3,014 S.F. 0 PRIVACY FENCES 3,014-1,740 S.F. (PRIVATE OPEN SPACE)= 1,274 S.F. COMMON SPACE REQ. PROPOSED: 1,770 SF EXISTING 6' FENCE TO REMAIN EXTEND 5' FROM BUILDING co < ACTIVE O.S. REQUIRED: STANDARD: 250 SF PER 20 DU (NO DIMENSION LESS THAN 16) RESULT: NO ACTIVE OPEN SPACE REQUIRED UNDER 20 UNITS Ill 06 F_ (j) PROPOSED: 0 S.F.- LESS THAN 20 UNITS PROPOSED (9 10 z < 0- PRIVATE O.S. REQUIRED: STANDARD: 96 SF /DU MIN. (NO DIMENSION LESS THAN 6') RESULT: 15 DU x 96 SF = 1,440 SF PROPOSED: 1,740 SF (COVERED BACK PORCHES) 116 SF EACH X 15 UNITS= 1740 S.F. Z ADJOINING HEARTFELT GUESTHOUSE - 0 SHOWN AS AN APPROXIMATE REFERENCE. NOT SURVEYED. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 08-27-2021 If Ayj Tj D 14