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HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/20/2016Is MA I0 • r, BRIAN FITTERER Investment Property Group 18006 Sky Park Circle, Ste. 200, Irvine, CA 92614 o 949.440.2300 ext 140 m -f 8:00 - 4:30 pst f 949-440-2320 ENGINEER 1 APPLICANT DENNIS J. BOEGER PE, CWRE BOEGER & ASSOCIATES, LLC 1158 HIGH STREET, SUITE #102 EUGENE, OR 97401 PH. (541) 302-4996 PH (541) 302-4968 EX. a SEWER LINE -S5 sS sS SS SS --0 wrR wTR wrR NEW SANITARY SEWER 1 NEW SANITARY LATERAL irww "" NEW WATER LINE I � WTR W% ItATER U11 SCALE: 1 "=30' NAME I LOCATION EX. AREA DRAIN GOLDEN OAKS MOBILE HOME PARK 30 10 20 30 60 1125 NORTH 58TH STREET SPRINGFIELD, OR 97478PARK I MANAGER (CJ) CAROLINE JOHNSON PH. (541) 747-1123 8 TAP INTO TAX MAP EXISTING MANHOLE N.W. % N.W. % SEC. 34, T. 17 S., R. 2 W.W.M. WWMH TAXMAP 17 02 34 2 2 TL 100 8 RIM s EX. 8" SEWER LINE LATITUDE LONGITUDE (PROJECT SITE LAT. 44d 03m 17.67s NORTH LONG. 1224 55m 20.32s WEST AREA & SPACES EXISTING NUMBER OF SPACES = 106 PROPOSED NUMBER OF SPACES = 7 TOTAL NUMBER OF SPACES = 113 TOTAL AREA = 19.34 ACRES PROJECT AREA = 37,323.12 SF (0.86 ACRES) SURVEYOR LLOYD L. TOLBERT P.L.S. TOLBERT & ASSOCIATES, LLC P.O. BOX 22603 EUGENE, OR 97402 (541)359-8426 12" CR€1 wvrn, w,r v, , ,ivva.-v, VICINITY MAP NOTE: SEE SPECIFICATIONS FOR COMPACTION AND MATERIALS THIS SHEET 8 SPACE 8 A I� ,ss � I� j� l CATCH 6ASIN G(tATE 503.6 �.• 8 L NORiH 501.58 / SUMP - 499A 3' FABRIC PIAL STREET SECTIO NOT TO SCALE TaROM PED SPACE 62 5a g 58- wra wrR Zrn A z I `" W IK --- I� SPACE 86 Painted Stripes on .,• -'sem " _. LEGEND 1 NEW SANITARY SEWER NEW SANITARY LATERAL irww "" NEW WATER LINE NEW STORM LINE Ln O NEW SANITARY MANHOLE v+ t�� NEW BLOWOFF VALVE .s051_ TREES TO REMAIN O HEAT \ 4V t:Y STREET TREE •000 SPOT ELEVATION .�-- FLOW ARROW � N \ 23 OAK X 1\ 7. ALL PRIVATE WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED !Y. WITH THRUST BLOCKS PER DETAIL. 13 TOPSOIUMOLDSIN THESE LOCATIONS WHEN ESTABLISHING THEIR SITE GRADING. FHED 8. ALL ROOF DRAINS AND BUILDING LATERALS SHALL HAVE A MINIMUM SLOPE OF 2% UNLESS NOTED OTHERWISE. 15 9. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. Wellhead --- / 10. MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATION SHALL MEET THE REQUIREMENTS OF THE 2002 OREGON STANDARD SPECIFICATION FOR Protection CONSTRUCTION SECTION 00405 "TRENCH EXCAVATION, BEDDING AND BACKFILL". Area , 11. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RLlIS ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR ` 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT f AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. GARBAGE RECEPTACLES \ \ W O No 251 CONTROL PLAN TO THE CITY OF SPRINGFIELD FOR REVIEW AN� APPROVAL PRIOR TO COMMENCING CONSTRUCTION. Painted Stripes on .,• -'sem " _. x'51631 111' EXPIRES: 12 31 2017 0 co t w 11 10 0 0 SPACE Mz, ME ZSPACE '84'�A 11 e IGH WIRE FNC e 0 1 2V S;L 7w 107 28'X56' MH k LEGEND °O NEW SANITARY SEWER NEW SANITARY LATERAL irww "" NEW WATER LINE NEW STORM LINE NEW STORM MANHOLE O NEW SANITARY MANHOLE NEW BLOWOFF VALVE O TREES TO REMAIN O HEAT TREES TO REMOVE 4V t:Y STREET TREE •000 SPOT ELEVATION .�-- FLOW ARROW x'51631 111' EXPIRES: 12 31 2017 0 co t w 11 10 0 0 SPACE Mz, ME ZSPACE '84'�A 11 e IGH WIRE FNC e 0 1 2V S;L 7w 107 28'X56' MH k F :� 1 ` -0 �/_ °O do { 60 3 ®40 t •,. 4 ., OFFICE & ,PLS RESIDENCE i •!•��+,• '�i 1 �'S 5 PUNT MAIL w BOXES ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION O HEAT AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF BOEGER AND ASSOCIATES ENGINEERS, 72 HOURS PRIOR TO STARTING CONSTRUCTION TO PREVENT t 7� a e.• UMP ', GREAT ALIGNMENT CONFLICTS. I %8 4. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN 9 ;• THE PERFORMANCE OF THE WORK. � 5. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTED TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. \ X10 •a; ; ,\ 6. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECTRIC, ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OF OCCURS. 7. ALL PRIVATE WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED !Y. WITH THRUST BLOCKS PER DETAIL. 13 TOPSOIUMOLDSIN THESE LOCATIONS WHEN ESTABLISHING THEIR SITE GRADING. 1 8. ALL ROOF DRAINS AND BUILDING LATERALS SHALL HAVE A MINIMUM SLOPE OF 2% UNLESS NOTED OTHERWISE. 15 9. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. Wellhead --- / 10. MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATION SHALL MEET THE REQUIREMENTS OF THE 2002 OREGON STANDARD SPECIFICATION FOR Protection CONSTRUCTION SECTION 00405 "TRENCH EXCAVATION, BEDDING AND BACKFILL". Area • M M VERTICAL CONTROL ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #58 - ELEVATION 506.26 - LEAD & TACK IN THE CURB RETURN LOCATED AT THE SW CORNER OF 60TH ST AND THURSTON ROAD. NOTE UNDERGROUND UTILITIES ARE DERIVED FROM UTILITY LOCATES AND ARE INFORMATIONAL ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE UNDERGROUND UTILITIES AT THE TIME OF CONSTRUCTION. N rA r r; /,of ,r :i J� BSB,yn J1, ,K SHEET INDEX X�-- SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET 3 GRADING PLAN SHEET 4 LAYOUT PLAN SHEET 5 PLAN AND PROFILE SANITARY LINE "X', NEW SANITARY SHEET 6 PLAN AND PROFILE STORM LINE "A", NEW ROAD SHEET 7 PLAN AND PROFILE WATER LINE, PAVING SHEET 8 DETAILS SHEET 9 UTILITY PLAN SHEET 10 UTILITY DETAILS SHEET 11 TREE FELLING PLAN SHEET 12 LANDSCAPE PLAN SHEET 13 LDPA 1 - EROSION PLAN SHEET 14 LDPA 2 - EROSION DETAILS Boeger & Associates, LLC(NPrepared for. No. Description/Date By Design D. BOEGER O Ur"a M or" 61300"LIDEINg OAKS MOO" BILE 'E 'ARK Civil and Environmental Engineering Drawn FULCRUM ASSOC.BRIAN TITTERER Date 06129/16 ----e Park 7 Spat; Expansion Investment Property Group Dwg GOLDEN OAKS 062916 18006 Sky Park Circle, Ste.hel iNine,C CA 92614 e`i 1158 High Street, Suite #102 Ph: 541.302.4996 o 949.440.2300 ext. 140 0 pst 4:3 Eugene, OR 97401 Fax: 541.302.4968 f m -f 8:00 949-44 - 4:3 0 1 of 14 dboeger@boegerassociates.com GENERAL NOTES ;< 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS. THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE CURRENT EDITION OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE CURRENT EDITION OF THE OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF SPRINGFIELD. 2. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS LICENSE AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO "x" COMMENCING CONSTRUCTION. 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR <: ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF BOEGER AND ASSOCIATES ENGINEERS, 72 HOURS PRIOR TO STARTING CONSTRUCTION TO PREVENT GREAT ALIGNMENT CONFLICTS. l 4. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. ; 5. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTED TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. r? 6. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECTRIC, ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OF OCCURS. 7. ALL PRIVATE WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED !Y. WITH THRUST BLOCKS PER DETAIL. ,r TOPSOIUMOLDSIN THESE LOCATIONS WHEN ESTABLISHING THEIR SITE GRADING. • F 8. ALL ROOF DRAINS AND BUILDING LATERALS SHALL HAVE A MINIMUM SLOPE OF 2% UNLESS NOTED OTHERWISE. y ; 9. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 10. MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATION SHALL MEET THE REQUIREMENTS OF THE 2002 OREGON STANDARD SPECIFICATION FOR fi CONSTRUCTION SECTION 00405 "TRENCH EXCAVATION, BEDDING AND BACKFILL". WIRE •fNC -` ^ , 11. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RLlIS ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR ` 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT f AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 12, IF REQUIRED BY THE CITY A TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE TRAFFIC W O No 251 CONTROL PLAN TO THE CITY OF SPRINGFIELD FOR REVIEW AN� APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK. n 4 14. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION BEFORE LAYING ANY NEW PIPE ON THAT SYSTEM. f 15. WHERE THE CONTRACTOR IS UNABLE TO ACHIEVE SUB -GRADE COMPACTION AND DEFLECTION STANDARDS REQUIRED BY THE SPECIFICATIONS, AS DETERMINED BY 4 HIGHE`^ •,WIRE PNc FIELD INSPECTION AND TESTING, THE SUB -GRADE SURFACE SHALL BE LOWERED AT LEAST 6 INCHES, FABRIC SHALL BE PLACED, AND THE MATERIAL REMOVED SHALL BE REPLACED WITH 1"-0 CRUSHED ROCK AND COMPACTED ACCORDING TO THE SPECIFICATIONS. IF THE SUB -GRADE STILL DOES NOT MEET SPECIFICATIONS %:<,ao OVER -EXCAVATE TO A DEEPER SUBBASE DEPTH AS DIRECTED BY PROJECT ENGINEER AND REPEAT THE PROCESS UNTIL THE SUB -GRADE MEETS SPECIFICATIONS. 16. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO EXISTING HOMES AT ALL TIMES DURING CONSTRUCTION. J ., 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE PARK MANAGER. ,J 18. THE CONTRACTOR WILL BE BOUND BY THE CONDITIONS OF THE LDAP PLANS FOR THE SITE. ALL EXISTING EROSION AND SEDIMENT CONTROL MUST BE INSPECTED, MAINTAINED, AND REPLACED AS NECESSARY PER THE LDAP PLANS UPON INHERITANCE OF THE SITE THROUGH COMPLETION OF THE CONSTRUCTION AS NOTED IN THE PACKET. {, 19. EXCAVATE AND REMOVE TREE STUMPS AND ORGANICS WITHIN STREET, DRIVE WAYS OR PAD AREAS. ,r 20. CLEAN SOIL (FREE OF ORGANICS) MAYBE USED ON SITE AS COMPACTED FILL MATERIAL FOR DRIVEWAYS, PADS, r ` 21. COMPACTED FILL IN DRIVEWAY AND PAD AREAS MUST OBTAIN A SOIL COMPACTION TEST TO ASSURE IT IS CAPABLE OF SUPPORTING A MINIMUM OF 1,000 PSF. ate" 22. CONTRACTOR SHALL REFERENCE APPROVED LDAP PLANS AND INSTALL ALL APPROPRIATE EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. E E''MErEt' t; 23. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING PAYMENTS CURBS AND OTHER SITE ELEMENTS WITHIN PROJECT AREA. 24. CONTRACTOR IS REQUIRED TO NOTIFY UTILITIES OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE COMMUNICATION CABLE INSTALLATION. THIS PROJECT SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS SUCH AS INCORPORATION OF DESIGN CRITERIA FOR HANDICAP RAMPS, MAXIMUM 1z9 4, PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS, UP GRADING EXISTING HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION IS OCCURRING, AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR LANDSCAPING AROUND MAILBOXES. ' HIGi.. 25. STREET TREES: ONLY STREET TREES WITH A MINIMUM TRUNK CALIPER OF 2 IN. MEASURED 6 IN. ABOVE THE ROOT STEM SHALL BE SELECTED FOR PLANTING. REFER TO CHAPTER 6 OF THE CITY OF SPRINGFIELD ENGINEERING DESIGN STANDARDS AND PROCEDURES FOR APPROVED STREET TREES, 26. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY IN WRITING PRIOR TO IMPLEMENTATION. " 27. CONTRACTOR SHALL BE AWARE 1F PAVING IS NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER 15TH, WET WEATHER PROVISIONS INCLUDING ADDITIONAL ROCK SUBSTRUCTURE AND GEOTEXTILE FABRIC SHALL BE USED. REFER TO STANDARD SPECIFICATION SECTION 301.1.01 AND THE TYPICAL CROSS SECTIONS CONTAINED HEREIN FOR DETAILS, ADDITIONAL PROVISIONS SHALL BE AT THE CONTRACTOR'S EXPENSE. 28. THE CONTRACTOR SHALL VERIFY EACH EXISTING SANITARY AND STORM CONNECTION. f ' COMPACTION NOTES Boeger & Associates, LLC(NPrepared for. No. Description/Date By Design D. BOEGER O Ur"a M or" 61300"LIDEINg OAKS MOO" BILE 'E 'ARK Civil and Environmental Engineering Drawn FULCRUM ASSOC.BRIAN TITTERER Date 06129/16 ----e Park 7 Spat; Expansion Investment Property Group Dwg GOLDEN OAKS 062916 18006 Sky Park Circle, Ste.hel iNine,C CA 92614 e`i 1158 High Street, Suite #102 Ph: 541.302.4996 o 949.440.2300 ext. 140 0 pst 4:3 Eugene, OR 97401 Fax: 541.302.4968 f m -f 8:00 949-44 - 4:3 0 1 of 14 dboeger@boegerassociates.com ASPHALT SHALL BE FORMULATED FOR THIS PROJECT IN ACCORDANCE WITH LEVEL I APPLICATION ( LOW TRAFFIC AND LIMITED EXPOSURE TO TRUCKS) PER SECTION 744 ;< OF THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AS ISSUED IN JANUARY 1, 2015. ASPHALT SHALL BE COMPACTED TO 92% (MAXIMUM DRY DENSITY) FOLLOWING ASTM D 2950 CRITERIA. AGGREGATE SUBBASE AND BASE SHALL BE FORMULATED FOR THIS PROJECT PER SECTION 641 OF THE 2015 OREGON STANDARD SPECIFICATION FOR CONSTRUCTION AS ISSUED IN JANUARY 1, 2015. AGGREGATE SUBBASE AND BASE SHALL BE COMPACTED TO 98% (MAXIMUM DRY DENSITY) FOLLOWING ASTM D-1557 CRITERIA "x" CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI)'( p.6 J CONCRETE USE FIELD LABORATORY 1IP�4 0 -ODO4,P- <: SIDEWALK RAMPS 3000 3450 DRIVEWAYS. 3500 4025 l GRACING NOTES � 1 ` FINISH GRADE ELEVATIONS AROUND THE MANUFACTURED HOME PADS ARE NOTED IN THE GRADING PLAN AND SLOPE AT A MINIMUM 2% POSITIVE DRAINS AWAY FRIM THE BUILDING DOING AND LET OR STREET IN ACCORDANCE THE CURRENT WITH EDITION OF THE OREGON MANUFACTURED DWELLING AND PARKS SPECIALTY COD � O e( !Y. FINISH GRADE INDICATED IN PLANTING AREAS AND STORM FACILITIES ARE TO TOP OF TOPSOIL OR MOLDS. CONTRACTOR SHALL ACCOUNT FOR DEPTH OF SEP TOPSOIUMOLDSIN THESE LOCATIONS WHEN ESTABLISHING THEIR SITE GRADING. , Jr f\ SEPARATION STATEMENT uq:)Mia ` ALL WATER MAINS CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSSOVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN THE OUTSIDE DIAMETERS OF THE PIPES WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION ` BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10', MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSING AND 12" HORIZONTAL PARALLEL DISTANCE IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION. THE WATER MAINS SHALL BE LAID ON SEPARATE SHELF IN THE TRENCH 18" MINIMUM ABOVE THE SEWER REVISIONS W O No 251 Boeger & Associates, LLC(NPrepared for. No. Description/Date By Design D. BOEGER O Ur"a M or" 61300"LIDEINg OAKS MOO" BILE 'E 'ARK Civil and Environmental Engineering Drawn FULCRUM ASSOC.BRIAN TITTERER Date 06129/16 ----e Park 7 Spat; Expansion Investment Property Group Dwg GOLDEN OAKS 062916 18006 Sky Park Circle, Ste.hel iNine,C CA 92614 e`i 1158 High Street, Suite #102 Ph: 541.302.4996 o 949.440.2300 ext. 140 0 pst 4:3 Eugene, OR 97401 Fax: 541.302.4968 f m -f 8:00 949-44 - 4:3 0 1 of 14 dboeger@boegerassociates.com Boleger & Associates,, LLC Civil and Environmental Engineering J. 1158 High Street, Suite #102 Ph: 541,302,4996 Eugene, OR 97401 Pax: 541,302.4968 EXPIRES: 12 31 2017 ! dboeger@hoegerassociates.com } d : }} •'� f.. :: 1. r' { • I I z WTR1 I IN SPACE 86 . 1 3 0 cn 4 x.508%r S GARBAGE EPTACLES l t sit SPACE uw SPACE 84 19° nR • ;j SPRUCctJi 1 4' HIGH MRE FNC a SCALE, 1 "=30' W.O. No, 261 No. MiN 30 on 10 20 30 60 O CoYrRot VALVE (ICY—TYPj i7" VlATf73 �VALVFS Dvrg GOLDEN OAKS 062916 -� PLUM 44 FIR, � ctS :.! "� • 4' HIGH N 80,38 " 15" W 217.00".1, \': 1 ' a erose ,eg m wax ooam mam WIRE FISC 9" 13" 10" $a• FIR SPRUCESPRUCESPRUC 13"v HIGH a R • i$x aa' WIRE FNC RUCE > SPRUCE SPRUCE sPRlsc 1 ;SPRUCE BOARD FNC PRI ICE WSW Mot '.,= f. r t9 i 1" HERBY SPRUCE SPRUCE 20 SPRUCE `. i 4° 1 SPRUCE SPRUCE 4 HIGH LAMP MIRE M SPR' E ` f SPRUCE tit 4- 30" FIR BOARD � � 23.700k r ; \ 4i" FIR O / RUCE, 1 °AP A LAND ,rr �° 34' FIR G' { ONCE cit 1 1 -y 3 SQ FT # ate{ 34: FIRRUCE f !8 , r• 29#LAMP' +x: :1 ?�.74„3 iRAPlSf4F3SR f { l 49" FIR # 45° FiR 37" FIR COMPLEX f f � +d ” R.' HOSE POST :, d t Si$ Si t f� �.508 - of sPRI ; ::. SIRE mac, 5 ?'• 4y' UtWT AiAlt a t PED 32" 6 coxes >\ f 38 FIR,i 22" FIR :•HE VX2 � 00 7` i RUCE TELEC4?d PED / tau s �� 29 Fie PUCE ff TELE PED / 3e FIR f 33 FIR 27", FIR 1 D" / PRUCE J ss 1 . �. �1fl .� r " 43" MR 39 F1R ROOM 33" FIR DOM POUT ,• - 4� 47^ FIR G NOOSE / 23" FIR 1 V- FIR 14 Sts f' 3h' FIR � �' HIGH WIRE FNC 37 z i5+ SPRUCEQ '. .a+• a • & 1. 45" FIR 33" FIR 42" FIR 19° nR • ;j SPRUCctJi 1 4' HIGH MRE FNC a 'repared for: MAN Fff7ERER Investment property Group 18006 Sky Park Circle, Ste. 200, Irvine, CA 92614 o 949.440.2300 ext. 440 8:00 - 3 0 pst f 949-440-22320 f 9 IRRIGA4I0 W.O. No, 261 No. Description/Date 8y O CoYrRot VALVE (ICY—TYPj i7" VlATf73 �VALVFS Dvrg GOLDEN OAKS 062916 -� PLUM 44 FIR, � ctS :.! "� • 6' HIGH \': 1 ' a erose ,eg m wax ooam mam . 1 d BOARD FNC PRI ICE WSW Mot '.,= f. r ' 2 a. ' 4 HIGH LAMP MIRE M SPR' E POST f: 23.700k .' REi �° 'PRL { ONCE cit $I$ 1 -y 3 SQ FT # ate{ CE !8 , r• 29#LAMP' +x: :1 ?�.74„3 iRAPlSf4F3SR f { MMRESIDENCE •• � +d ” R.' HOSE POST :, d t Si$ Si g��y ��^^qqs q ayp��} �+�y -gam Q D 11 300 SQ. F ! .), f f� $" PRUCE> 5 ?'• 4y' UtWT AiAlt a t PED 6 coxes d HEAT PUMP :•HE \ �• 'I;AU//i���l!D���R1Y, Hoc POST d,..: ROOM �1fl .� " lev ,- REC ROOM `�,a2 ,• - G NOOSE 1 14 Sts 37 q .a+• a • & 1. tom, ! 'repared for: MAN Fff7ERER Investment property Group 18006 Sky Park Circle, Ste. 200, Irvine, CA 92614 o 949.440.2300 ext. 440 8:00 - 3 0 pst f 949-440-22320 f 9 REVISIONS W.O. No, 261 No. Description/Date 8y Design D. SOEGER Drawn FULCRUM ASSOC. Date 06129/16 Dvrg GOLDEN OAKS 062916 Q 0 Gradion Plan __JO E ..� c c • 41 d ami 0 0� =00 LEGEND L x v m EXISTING CONTOUR gGN EX 508.35 4 X EXISTING SPOT ELEV, SCALE: 1 "=15' 508.35 NEW SPOT ELEVATION FLOW ARROW P.U.E, ® I © f � T�AGE SHED o m32 SF Ex osX ` PAD ELEU. m PAO EL EV. (MIN* TYP. ; % ..�. 508.0 f m 508.0 1 PAD ELEV. / t D f 0.59 508.5 0 0.59 0.59 Q � 111 � - 08 -- cn ( t ' 112 t , - ;;- ;' r � r ., 1 13• ,; r J .CO00 507.40 .505',,.,, 50710 ©7.75 f o / 3 /� SIDEWALK � 00 -_ 50 -- 6 29 SL iYP , .. rmwmmw � .m 490 .� .. -m t t) -- _ ! 505 ' 2�0 ®,�/� ,,r ; ;, s 0 0.59 508.3 ,,' (j r 0 f0DRIVEWAY r- ,r 2+00 VJ M Q.. CL CO i 506.5 507.30 507.90 0) 2+09.17 , �l e, sob �o EX;508,X5% �lit/ �� 11 SIDEWALK PAD EL EV. 9 SG TYP 508.5 pts l 506. STORMCEPTOR 507. ` ' MANHOLE � 1 � / ��, � 08.10 507.4 0.59 508.39 �.4 07.0 108 �,� 59 DRIVEWAY f: ; �,. SIDEWALK PAD ELEV f AC PAVING TRANSITION AREA .- � .,.• -'' � :,-- �'' 505.33, ,rte s 505. 0 505.36 0 Drawn FULCRUM Date . 6/29/16 Dwg Golden Oaks MHP 062916 Sheet No. SEP 0 7 2016 3 of 14 SCALE: 1"=20' 20 10 20 40 � r- Layout Plan Z E4 w N o AREAS SPACE # DRIVEWAY MH OPEN ' TOTAL SPACE 107 475.84' 1,568 2,002.42 4,048.26 SPACE 108 590.53 1,568 1,503.25 3,661.78 SPACE 109 667.86 1,568 2,381.14 4,617.00 SPACE 110 584.10 1,568 2,440.51 4,592.61 SPACE 111 744.73 1,568 3,542.23 5,854.96 SPACE 112 517.48 1,568 2,599.61 4,685.09 SPACE 113 543.82 1,568 3,820.84 5,932.66 PAVEMENT = 5634.0 S.F. SIDEWALK = 843.8 S.F. INFILTRATION PLANTER= 897.9 S.F. WORKING VOLUME OF INFILTRATION PLANTER = 580.0 CU.FT. = 4,350 GAL. CUT AND FILL. CLEAR & GRUB = 300C.Y. CUT = 500C.Y. FILL FROM CUT = 400C.Y. FILL FROM CRUSHED ROCK = 500C.Y. ate' sip o 7 2016 w O ww Rah a: c � 0 UJ 00 1` LZ o as {%a OD C &oQc; Coo C a v o 0 QO ¢ voce � d°.�°�00 0 LZ (u 'C 0"_ o CL Z 'a v LO N i✓ ,/ V r Q CL (1) Design MW Drawn FULCRUM Date 6/29/16 Dwg Goiden Oaks MNP 062918 Sheet 4 of 14 REVISIONS No. DesMotion/Date 8v CL � O ate-• 0 LZ o as cm C &oQc; Coo C a v o 0 CL ¢ voce � d°.�°�00 Design MW Drawn FULCRUM Date 6/29/16 Dwg Goiden Oaks MNP 062918 Sheet 4 of 14 REVISIONS No. DesMotion/Date 8v 510 fl to 505 500 - W7;? 1 Mr - Plan and Profile Sanista SCALE: 1 "=20" 20 10 20 40 F SANITARY CONSTRUCTION NOTES 005�, ER OF 20 10 20 40 - W7;? 1 Mr - Plan and Profile Sanista SCALE: 1 "=20" 20 10 20 40 BEGINNING F SANITARY CONSTRUCTION NOTES 005�, ER OF STORM 0 0 V. OR v: 41 CONSTRUCT &DIA PVC D-3034 SDR 35 WW SEWER PIPE -:00 00 00000 000,000 6 W z 00 0 +Z0 42 CONSTRUCT 4" PVC SCH 40 CLEANOUT, STUB CLEANOUT TO GRADE IN BOX WITH LID. SEE DETAIL SHEET 7 0�7001-eiao 00 06 oil C'4 C14 z ti + N to W 0 CONSTRUCT 4"PVC D-3034 SEWER PIPE STUB WITH CAP TO LOCATION SPECIFIED BY .00 .0- p TTR Ti 0i c r- 0 m PARK MANAGER FOR FUTURE CONNECTION 7c IL Zq+ CONSTRUCT SANITARY SEWER MANHOLE, SEE DETAIL SHEET 7 000 C011 WTR _j ilt i 0+004s — i WTR WTR m W W 1-0 _j U.) r-� to 0 CUT INTO EXISTING MANHOLE, BORE FOR COR -N -SEAL BOOT, GROUT FOR WATER TIGHT 1�0 7& WTR FIT '0 z: 00 0,W (:5 0 V) tr) Q < t WTR 46 CONSTRUCT 8"X 4" WYE 0 z 0 m to 3. Z (n W Z tc) < 0) Q K) MOLO + PAVING, GRADING & MISCELLANEOUS c c� < cq 0 04 c 2 0 't to j (n (0 > Z Z 60 POT -HOLE TO EXPOSE EXISTING SEWER OR WATER LINES, CONFIRM PIPE DIAMETER, 4 4 C, U) u') (00 ii It ato + PIPE MATERIAL AND DEPTH WITH ENGINEER 2 4 0 0 to ii + A: 0. D 64 SAWCUT AND REMOVE EXISTING AC PAVING TO CUTLINE ZE woo -woo to > z > z 0 00 It z o ------- 67 ALL JOINTS TO BE TACK SEALED AND SANDED PLAN i5 (A 69 CONSTRUCT AC PAVING OVER CRUSHED ROCK IN LIKE KIND 3ROTUND R LINE OF 8" SS @ z �m�> z 0� z 73 REMOVE AND REPLACE RAMP/PORCH AS NEEDED 0 SCALE 1 20' PIPE. -------- ------ 74 CONSTRUCT TEMPORARY RAMP/PORCH AS NEEDED TO PROVIDE CONTINUAL EGRESS 2 33.94 L-vFi Oi4 INTO AND OUT OF HOME 43 6 BEGINNING F SANITARY END SE ER OF NE ROAD OR 6 W z 00 0 +Z0 OL4 It z M 00 06 oil C'4 C14 z ti + N to W 0 til 50) 0i c r- 0 m < 0 z W _j 0 LEVEL m W W 1-0 _j U.) r-� to 0 W It Li z: 00 0,W (:5 0 V) tr) Q < 0 00 = 00 2) z 0 m to 3. Z (n W Z tc) < 0) Q K) MOLO c c� < cq 0 04 c 2 0 't to (n (0 > Z Z IR Lo v- It 4 C, U) u') (00 ii It ato + 0 u) "" z 0* 0 0 to ii + A: 0. D to > z > z 0 00 It z o ------- 30-00 LX. W 00 It. Z, j i5 (A 5Z 2 9— 2 W cl: It 00 z EXISTING � a � 3� AT CENT 3ROTUND R LINE OF 8" SS @ z �m�> z 0� z 0— 1283 6 L.F. PIPE. -------- ------ ------- 0.0074/FT 33.94 L-vFi Oi4 L.F. OF SS @ 0.0074.'/FT SLOPE LJ SS 0' 101.27 o.0074/ SLOPE 11 wt3 b W MM 101 00 Li 0+00 0+50 Station 1+00 Line "X" PROFILE VERT. SCALE I 11=2t HORIZ. SCALE 1" = 20' 1+50 510 (b 505 500 510 505 500 INTERSECTION END 0F,NEW ROAD OF NE ROAD OR 6 00 06 oil C'4 C14 z ti W 0 lu N Z + to OZO 0i c r- 0 m < 0 z _j + W GRADE TC LEVEL m W EXISTING GROUND ac Q SPREADEF OVER PIPE (SEE SHT 2) 1.70% ............................. ------- 30-00 LX. OF 8" SS @ 0— 1283 6 L.F. 00074'/FT OF 8" SS . U 0.0074/FT 33.94 L-vFi Oi4 LJ SS 0' 11 wt3 b W MM 101 00 W W 0 0 00 0 to I obz (6 00 C11 - 04 0) 0 c� c_-) 111 n z Z < C'4 0 § 1. Of% N LQ U-) 00 U) u) 11 1 0 ti 0 (A U) it 0 0 c6 11 V) 0 053 u) c� 000 (n 00 + + v- 0 U-) lo it z 0— +g 0,00 U') F- It 11 -=) , * z U') F- +:t 0c) 11 + —110 L, 0 it Hit D 9(/4 m -. > 0 > > 09 2 S mm> �< z�� 0 zx�iz #�; M!:-!rz0: I 0+00 0+50 1+00 Station 1+50 New Sanitary, PROFILE VERT. SCALE I ff=2v HORIZ. SCALE III = 20' 2+00' �� ("o � �2A�v 0�64L KP 0 7 2016 510 505 tD cb Cb 0-4. 500 co u (A E pa14! 0 0 li 0: =0 N 0 ,Q) co 0 Ln 0 uj 0 co WA W oc a. 0 cr) 00 cu CL Co '00 X' c r - Lou 4" 0 CD 0 0 cu zMa LO AV AV% T_ c cu I- 0. to 0 Z W 0 �j 0 (D CL 2 V_ W vo W Lc a C-4 (3) N C-4 • Vigo g Q 0 CL m W.O. No. 232 Design MW Drawn FULCRUM -Date �=g :16: NgGotden Oaks MHP 062916 Sheet 5 of 14 REVISIONS No.lDescriptIon/Date BY SCALE: 1"=20' 20 10 20 40 510 505 ct� 500 Plan and Proflele. Storm and Street 0' S, CONSTRUCT STORM SEWER MANHOLE, SEE DETAIL SHEET 7 INTERSE TION N% O• END OF 505 OF ul) STORM DATA (2 YR) 60 NEW R DAD Cq �o o PIPE MATERIAL AND DEPTH WITH ENGINEER p Q0 o �C� r� ROAD D=8 ALL JOINTS TO BE TACK SEALED AND SANDED D=8 F 1:�O 69 o = o d/D = 0.47 ell U� C zNuj rN cc Cuc/) z t+y + ui d* V t0 �4ui •.• a 00 a u? Oo �- 11 0' 0+00 0+50 Station 1+00 1+50 Line "A" 510 510 505 505 Q CONSTRUCT STORM SEWER MANHOLE, SEE DETAIL SHEET 7 INTERSE TION CONSTRUCT OVERFLOW AREA DRAIN, SEE DETAIL SHT 11 O• END OF 505 OF ul) STORM DATA (2 YR) 60 NEW R DAD Cq �o o PIPE MATERIAL AND DEPTH WITH ENGINEER p Q0 o �C� r� ROAD D=8 ALL JOINTS TO BE TACK SEALED AND SANDED D=8 F 1:�O 69 o = o d/D = 0.47 d/D = 0.63 U� C zNuj rN cc Cuc/) z t+y + ui d* V t0 �4ui •.• 02 =.0.45 cfs V2 = 2.92 fps 00 a u? Oo �- 02 = 0.77 cfs o z o u) �'� o 0 r- O z "oo ts� � r ul u� STORM DATA (2 YR) STORM DATA (25 YR) MW j ± tf Gi V2 = 3.07 fps Q U -)w D =12" D =12" o Q A if rn d/D = 0.31 d/D = 0.42 AREA = 74 Acres z M r 00 r !! z �v� QZ = 0.49 cfs Q2 = 0.84 cfs NSM MCwJt�O��-. tG IS w 0000x!! rj M w V2 = 2.34 fps AREA = 0.94 Acres V2 = 2.68 fps AREA = 0.94 Acres �{� �� G] —+z � It t- ozuo) No, o z om ii a. EXISTING PAVING W o m o z Ems— to 5 -2 s e 2 ua 04 00 (0 to z OVER PIPE ± w ADE T GRU. SPREADEi LEVEL '- li k N 25 YR HGL -' z cr. 00.- OVER PIPE 17'.51 L.F. OF 12" STORM COD 0.0 43'/FT SLOPE tt z x °o 00 i4 2 YR HGL 0+00 0+50 Station 1+00 1+50 Line "A" 510 510 505 505 500 500 INTERSECTION Q CONSTRUCT STORM SEWER MANHOLE, SEE DETAIL SHEET 7 3 81 CONSTRUCT OVERFLOW AREA DRAIN, SEE DETAIL SHT 11 O• END OF NEW ROAD 505 500 500 INTERSECTION 9 CONSTRUCT STORM SEWER MANHOLE, SEE DETAIL SHEET 7 3 81 CONSTRUCT OVERFLOW AREA DRAIN, SEE DETAIL SHT 11 END OF NEW ROAD 505 OF ul) STORM DATA (2 YR) 60 STORM DATA (25 YR) rn o PIPE MATERIAL AND DEPTH WITH ENGINEER p Q0 NEW r� ROAD D=8 ALL JOINTS TO BE TACK SEALED AND SANDED D=8 F 1:�O 69 o = o d/D = 0.47 d/D = 0.63 U� C Cuc/) 2 u) Q o o 02 =.0.45 cfs V2 = 2.92 fps 02 = 0.77 cfs 4 ® o �? "oo � Q a !! V2 = 3.07 fps !i o I! 1 o x AREA = 0.74 Acres AREA = 74 Acres r !! N ,.� ai NSM MCwJt�O��-. tG IS w N C14h �{� �� G] N d 4m '.}.Z cV ozuo) No, o z om +ouoi o z N W o m o z o II c,'' .r <n m w¢ w EXISTING GROUND ± w ADE T GRU. SPREADEi LEVEL '- li k N 11 . i cn w z cr. 00.- OVER PIPE Q o (SEE SHT 2) tt z x °o 00 i4 ,- 1.70% SL. 25 YR HGL 35 L.F. OF 8 8" ST COD 0.0074 f FT S OPE ----- ST r 135.35 L.F. OF 0.0074'/FT STORM DATA (2 YR) STORM DATA (25 YRZ 2YRHGL D=8" D=8" d/D = 0.25 d/D = 0.33 02 = 0.14 ds 02 = 0.24 ds V2 = 2.09 fps V2 = 2.44 fps AREA = 0.14 Acres AREA = 0.14 Acres 0+00 0+50 PROFILE VERT. SCALE 111=21 HORIZ. SCALE 1" = 20' 1+00 Station 1+50 2+00 SCALE: l'=20' 20 10 20 40 CONSTRUCTION NOTES STORM CIONSTRUCT 4" SCH 40 PVC STORM DRAIN PIPE FOR ROOF DRAINS 2 CONSTRUCT 6" SCH 40 PVC STORM DRAIN PIPE FOR OVERFLOWZINFILTRATION PLANTER 3 CONSTRUCT 8" PVC STORM DRAIN PIPE (ASTM D-3034 SDR 35 OR APPROVED EQUAL) 510 4 CONSTRUCT STORMCEPTOR STYLE TREATMENT MANHOLE WITH AREA DRAIN LID SEE 1 DETAIL SHEET 7 5 CUT INTO EXISTING AREA DRAIN, GROUT FOR WATERTIGHT FIT 6 CONSTRUCT 8" X 4" PVC TEE $ CONSTRUCT INFILTRATION PLANTER WITH 4:1 SIDE SLOPES AND MINIMUM 1 FOOT WIDE TOP BENCH rn rl 500 -NPIAu- ODo 2- 5t% r aw 'W o %'C)C0#VO d° SEP Q 016 00 E 4 .i vx CA a ICE u. ul v iu Q 00 �. * Ln:v r.+ N rq (A W n W 0 04 Q X w 3 9 CONSTRUCT STORM SEWER MANHOLE, SEE DETAIL SHEET 7 3 81 CONSTRUCT OVERFLOW AREA DRAIN, SEE DETAIL SHT 11 82 CONSTRUCT 12" PVC STORM DRAIN PIPE (ASTM D-3034 SDR 35 OR APPROVED EQUAL) 505 PAVING, GRADING & MISCELLANEOUS rrl 60 POT -HOLE TO EXPOSE EXISTING SEWER OR WATER LINES, CONFIRM PIPE DIAMETER, rn 00 PIPE MATERIAL AND DEPTH WITH ENGINEER p O SAWCUT AND REMOVE EXISTING AC PAVING TO CUTLINE O 67 ALL JOINTS TO BE TACK SEALED AND SANDED L. 1:�O 69 CONSTRUCT AC PAVING OVER CRUSHED ROCK IN LIKE KIND rn rl 500 -NPIAu- ODo 2- 5t% r aw 'W o %'C)C0#VO d° SEP Q 016 00 E 4 .i vx CA a ICE u. ul v iu Q 00 �. * Ln:v r.+ N rq (A W n W 0 04 Q X w 3 o 3 moa w E� NOoc ti MMM cno� Z EWQV4� a C; 4. GMw � 0 dl Gfi,�-00 o ....1 CL . � 00 .._ x 10 L. 1:�O Z a� U� C Cuc/) CL Drawn FULCRUM Date 6/29/16 Dwo Golden Oaks MHP 062916 Sheet of 14 REVISIONS No. Q. a � C9 � r- 3 moa w E� NOoc ti MMM cno� Z EWQV4� a 4 a cq d - 4. GMw � 0 dl Gfi,�-00 o W.O. No. 232. Drawn FULCRUM Date 6/29/16 Dwo Golden Oaks MHP 062916 Sheet of 14 REVISIONS No. SCALE: 1"=20' 510 505 INTERSECTION NEW OF ROAD a 0 0 � � r END OF NEW ROAD 04 04 ul NZ W ♦Zt6 OZO to 0. O� W QZ =14W 00 w -j ± w GRADE T LEVELLL 0 Z m w EXISTING GROUND Q SPREADS z`0 OVER PIPE (SEE SHT 2) N ro--) Vr— cu r .r 0vi cv — — V, +tL I C9 �'" --.- 1.74 SL. 0 FZ`-- .- =w NEW g„ WATER LINE 0+00 0+50 1+00 Station 1+50 2+00 PROFILE VERT. SCALE 1"=2' HORIZ. SCALE 1" = 20' Water Line 510 505 rn cryo. CONSTRUCTION NOTES WATER 2fl CONSTRUCT 1" DIA PVC SCH 40 WATER LINE 21 CONSTRUCT 1" BRONZE GATE VALVE IN VALVE BOX, PER DETAIL SHEET 7 22 CONSTRUCT 4" DIA C900 PVC WATER LINE 23 CONSTRUCT 4" DUCTILE IRON GATE VALVE IN VALVE BOX, PER DETAIL SHEET 7 24 CONSTRUCT 4"X 1" PVC TEE 25 HOT TAP WITH STAINLESS STEEL SLEEVE INTO EXISTING 6" DIA WATER LINE FOR 4" DIA BRANCH LINE 26 NOTIFY PARK MANAGER 48 HOURS IN ADVANCE TO ANY WATER SHUT -OFFS NECESSARY FOR CONSTRUCTION OF NEW WATER LINE 27 CONSTRUCT BLOW -OFF VALVE, SEE DETAIL SHEET 7 80 CONSTRUCT WSCH 40 PVC SLEEVE FOR FUTURE IRRIGATION CONTROL PAVING, GRADING & MISCELLANEOUS 60 POT -HOLE TO EXPOSE EXISTING SEWER OR WATER LINES, CONFIRM PIPE DIAMETER, PIPE MATERIAL AND DEPTH WITH ENGINEER 61 CONSTRUCT 4" AC PAVING ON 12" OF %"-MINUS CRUSHED ROCK OVER SERIES -N MRAFI GEOTEXTILE FABRIC FOR STREET, SEE DETAILS SHEET 1 62 CONSTRUCT 4" PCC ON 8" OF s/a" MINUS. CRUSHED ROCK OVER SERIES -N MIRAFI GEOTEXTILE FABRIC FOR DRIVEWAYS AND SIDEWALK 63 CONSTRUCT 3/4" MINUS CRUSHED ROCK 6" DEEP OVER SERIES -N MRAFI GEOTEXTILE FABRIC IN PAD AREA, COMPACT C.R. WIT H TWO PASSES EACH DIRECTION MINIMUM. a SAWCUT AND REMOVE EXISTING AC PAVING TO CUTLINE 65 SAWCUT AND REMOVE EXISTING CONCRETE CURB TO CUTLINE 66 GRADE AC PAVING TRANSITION AREA TO MEET EXISTING AC PAVING ELEVATIONS 67 ALL JOINTS TO BE TACK SEALED AND SANDED 6$ CLEAR & GRUB AREAS OF ORGANICS 69 CONSTRUCT AC PAVING OVER CRUSHED ROCK IN LIKE KIND 71 CONSTRUCT "NO PARKING FIRE LANE" SIGNS BOTH SIDES OF STREET �IP��-000�z 5�4c ('lu,v� R�•v�e.� j�ri cup hklc�' Da-Z,n Received: 0% co d ,It cv 8 v, N M vt M .4 2 tl' tt'f U a ti 0 T4 .o A rn =00 .op .Ln' -'-1 tin w Drawn FULCRUM Date 6229/16 Dwg Gotden Oaks MHP 062916 Sheet 7 of 14 REVISIONS No. Description/Date I By CL 0 0 � � r O cl) � 00 W cu CLco 0. oo W.O. No. 232 x =14W 00 C u*) 0 0 z`0 (lj tt) c4 N ro--) Vr— cu r .r 0vi - V, 0 Drawn FULCRUM Date 6229/16 Dwg Gotden Oaks MHP 062916 Sheet 7 of 14 REVISIONS No. Description/Date I By CL 0 0 � � r � 0 z�toaU�O� W idrn .� 0 a? _, '►- eb '00 CO ' 0. o W.O. No. 232 Drawn FULCRUM Date 6229/16 Dwg Gotden Oaks MHP 062916 Sheet 7 of 14 REVISIONS No. Description/Date I By 50 LB BOULDERS AROUND STRUCTURE 6" PVC 5L. MIN=0.0109'/FT / AREA DRAIN — (SEE DETAIL SHT 11 ) STREET INFILTRATION PLANTER LEVEL SPREADER NOT TO SCALE OVERFLOW ELEVATION 1"-0 WASHED RIVER ROCK LEVEL SPREADER 506.5 "Im CUTS CROSSING THE STREEF OR 87TIN THE TRAVEL LANES MUST BE BACKRLLED WH CONTRMM DENSHV FIS. (Of) T T ASPHALT PAVED STREETS CONCRETE PAVED STREETS 4' – 3/4"– 0" C.R. 8" – i S/2"- 0" C.R.-\ •, • 1 i, iii 6" LOAM – NEAT CUT COMPACTED NATIVE • '� ' MATERIAL UNTRAVELED AREAS (LAWN) NOTES: 1 ALL A.C. AND P.C. SURFACES SHALL BE SAWCUT 2 GRANULAR MATERIAL AS DIRECTED BY THE ENGINEER 3 CONSTRUCT PIPE BEDDING AS SHOWN ON STD. DWG. 4-1 4 SEE SPECIFICATIONS, SECTION 405, BACKFILL: NATIVE AND IMPORTED. NO REVISION Haze BY APPR, 25 �h.�jw uses ,µ �'!�� .,V:� .• STANDARD DRAWING 4-16 3" 30" - 60" 4" l® ��� 6" 50 LB BOULDERS AROUND STRUCTURE 6" PVC 5L. MIN=0.0109'/FT / AREA DRAIN — (SEE DETAIL SHT 11 ) STREET INFILTRATION PLANTER LEVEL SPREADER NOT TO SCALE OVERFLOW ELEVATION 1"-0 WASHED RIVER ROCK LEVEL SPREADER 506.5 "Im CUTS CROSSING THE STREEF OR 87TIN THE TRAVEL LANES MUST BE BACKRLLED WH CONTRMM DENSHV FIS. (Of) T T ASPHALT PAVED STREETS CONCRETE PAVED STREETS 4' – 3/4"– 0" C.R. 8" – i S/2"- 0" C.R.-\ •, • 1 i, iii 6" LOAM – NEAT CUT COMPACTED NATIVE • '� ' MATERIAL UNTRAVELED AREAS (LAWN) NOTES: 1 ALL A.C. AND P.C. SURFACES SHALL BE SAWCUT 2 GRANULAR MATERIAL AS DIRECTED BY THE ENGINEER 3 CONSTRUCT PIPE BEDDING AS SHOWN ON STD. DWG. 4-1 4 SEE SPECIFICATIONS, SECTION 405, BACKFILL: NATIVE AND IMPORTED. NO REVISION Haze BY APPR, CITY OF SPRINGFIELD DEPT. OF PUBLIC `WORKS 225 FIFTH STREET SPRINGFIELD, OR. 97477 b C n►1 c• -SURFACE RESTORATION OVER GR TRENCH EXCAVATION STANDARD DRAWING 4-16 3" 30" - 60" 4" 66" + Y/1 12"\\� \`\�j �--CONTINUE GROWING MEDIUM EACH SIDE OF It—Ill 11 111 111 LEVEL SPREADER 504.0 GROWING MEDIUM: THE GROWING MEDIUM SHALL BE NATIVE MATERIAL MIXED WITH IMPORTED Li Li � SUB—GRADE OR TOPSOIL. PRDTOPSOIL BE A SANDY XEDWH COMPOST OR SHALL EXISTING SOIL SAND/SOIL/COMPOST BLEND 12" THICK. IT SHALL BE ROUGHLY ONE—THIRD COMPOST BY VOLUME, FREE --DRAINING, AND SUPPORT PLANT GROWTH. IMPORTED SOIL TO BE FROM REXIUS FOREST PRODUCTS -AND SHALL MEET REQUIREMENTS O FINcILTRTION PLANTER EUGENEMANUAL— NOT TO SCALE CLASS "A" LOAD FACTOR 3.0 PIPE ZONE MATERIAL SHALL BE: SANITARY SEWERST RdSEWER BLEND SAND CRUSHED ROCK ( PEA ROCK ) 3/8" MIN. DIAMETER 3/4" MAX. DIAMETER PIPE ZONE SEE CHART BELOW W � � W r O � S O }' W 1000PSI+ CONCRETE CLASS "C" 3/4"- 0" CRUSHED ROCK ENCASEMENT MAY BE POURED rn r, e,e rnro,n„ unnru REINFORCING STEEL BAR 2" ABOVE PIPE -2500 PSI CONCRETE v ^� 3/4"- 0" CRUSHED ROCK LOAD FACTORS REINFORCED P = 1.00% - 4.8 REINFORCED P = 0,40% - 3.4 PLAiN 2.8 Bc - OUTSIDE DIAMETER OF PIPE D - NOMINAL PIPE SIZE a - FILL BELOW PIPE (SEE TABLE) P - AREA OF TRANSVERSE STEEL iN THE CRADLE OR ARCH EXPRESSED AS A PERCENTAGE OF AREA OF CONCRETE AT INVERT OR CROWN. TABLE OF FILL DEPTH BELOW PIPE D a 0 - 27" 3" 30" - 60" 4" 66" + 6" rwl Revtstarl DATE. $Y PPR: CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR. 97477 TYPLAL PIPE ZONE AND PIPE BEDDING STANDARD DRAWING 4_17 FiLE: A.OWG amen --- Ri er MATERIALS" Concrete . Pipe Division STC 450i Precast Concrete Stormceptore (450 U.S. Galion Capacity) ff Cover and Grote 5" Grade Adjusters To " Suit Finished Grade 24" 8„ 4 a, t 4• :° v 8" 6" 4"0 PVC Pi Min.15" High w/ 4" Cop f 17" ? ' " 1 �1 142 Inlet 4"0 Outlet Down Pipe Riser PipeJ (Removable) 48" Varies To Match I Grade Insert 4"0 Oil Port Outlet See Note 2 11 a 4"0 Outlet 8' Riser Pipe At a• ' 60" Min. *Inlet Outlet � a. 5" * If Require ° a• •° g" Insert Tee Here ° ° (Tee Opening to Face Side Wall) n h T Section nm Chamber Plan View Notes: 1. The Use Of Flexible Connection is Recommended at The inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The inlet Drop Pipe and The Oil Port. 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, #5498331, #5725760, #5753115, #5849181, #6068765, #6371690. 4. Contact a Concrete Pipe Division representative for further details not listed on this drawing. mer 027 STC 450i Precast Concrete Stormceptor NOT TO SCALE Tracer w CAST IRON COVER i box or lid Out plug 3e Bedding CLEANOUT Plug GENERAL NOTES FOR ALL DETAILS: 1. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. 2. SEE STD. DWG. RD336 FOR TRACER WiRE DETAILS. SANITARY CLEANOUT NO SCALE ►fie g0 with dia. and Of :::; : a•:,:: GENERAL NOTES FOR ALL DETAILS: .• �- Thrust block 1. Wrap main and fittings in thrust block Water main zone facilitate futu layers emoval polyethylene iiim Plu or ca with 2" 2- In lieu of concrete thrust block, P I.P.. tap. for eccentric restrain pipe or pour concrete straddle topped plugs locate tap block. at lowest pofnt of pipe. TYPICAL MAIN DEAD-END BLOWOFF ASSEMBLY NO SCALE ' s A 11 ilk 1 i I I 1 amen I A Finish grade `'ape cost iron c and cover Pavement or ground PVC valve box extension Aerator extension See detail this sheet) f 1 i I I 1 I A I _ i i E � f t♦ a s sA ' •• • s E t • i ,i .e.•, rte.',, ��• •'�;•:•y�:•. „�••:•�.•• .i.•••. is •C CL Q O Vie. o E•- E 3/4"-0 compact �, U �- aggregate base �4 thick) a. U rca cC r conc. block, CL o ?See general note 4) o � o o O Dost iron valve box a E,. W M N �6 dia, min.) OR IT NN PVC valve box extension ....� ti N o Com? o d L• %••"4 ca Z E N doc 2" square operator nut v (Do w;s welded to pipe shaft 6" *See general .note $ VALVE BOX ASSEMBLY DETAIL a m ch o w 0perr.�tor extension � pipe shaft Schedule $W.O. No. 232 o (TYP) 4" top �v � pipe Design MW 1/8" steel plate: Drawn FULCRUM Rock card, �� plop weldedg to pipe shaft GENERAL NOTES FOR ALL. DETAILS: Date 6/29/16 diameter =valve box extension p,,n�r Owg Golden Oaks MHP 062816 inside diameter minus 1/2 1. Valve box not to rest on operating assembly. tM an Flat Oar 21,L x 21/2" x 2. Operator extension required when valve nut is deeper than 4' &' �- i Sheet 3 €ram finish grade. `,+ 3/8" x 3/4" square head 3. Center valve box on axis of operator nut. cupped copscrews 4. Valves 12" and smaller shall be provided with compacted aggr. 8 of 14 3" x 3" x 3/8" x 2" Gravel bedding base and undisturbed ground. Ion steel square 5. Welds shall be minimum 1/4" all around. REVISIONS tube welded alI around to flat bar 6. Hot dip galvanize operator extension after fabrication. No. Description/Date By 7. Casting shall meet H2O load requirement. 8. Provide concrete or asphalt pad (24" square, 4" thick), when VALVE BOX EXTENSION SECTION required. VALVE BOX AND OPERATOR EXTENSION ASSEMBLY DmX; NO SCALE SCALE: 1 "-15' 15 7.5 15 30 Utility Plan I V) V) ,T3 20' P.U.E. LEGEND METER BASE SUB POWER SERVICE TO MH • ................................... "�, E-----� STREETLIGHT Lj G ' ss � 100 FG 120 25 F0 113 506- / /op, A� . O X07 Cj l� e 5s POWER TO STREET LIGHT -- r sp FROh�t%%tOGERS OFFICE WIRE FNC 6' GH s ,�- BO FNC ' d 4.. I .► -�3 °� ' 2 m D s 2 0 0 ST l +09.17 112 4lbs `4 _V 91mm,rM-1 m -DG d ' d A, A °• •d d �d °• �- MANAGERS OFFICE d O e 44a..d ° ":A ° d ° ° •. ° $' d d 4•d d 4 d• 40 Z7 C irl SS— W O STORAGE SHED 32 SF (MIN. TYP.) 111 w� /DR VEWA I Y 110 .�f.__6�__..m. SHED L DCA TION <TyP> RELOCATE UTILITIES — TO P.U.E. f': d 14' P. U. E. JUNCTION BOXES AND COVERS SMALL BE MADE OF POLYMER CONCRETE. COVERS SHALL HAVE A SKID RESISTANT SURFACE MARKED 'ELECTRIC" AND BOLT TO THE JUNCTION BOX. BOXES SHALL N FD ACTUR BE 14pBY QUAZIT D IDENTIFIED BY PC12 1 12;4* IN SIZE. THEY SHALBE MASA12 (OR APPROVED EQUAL). OD N p M N Q ti L' iv =oO fl z# c 11A go, rf V? W DRIVEWAY F .�f.__6�__..m. SHED L DCA TION <TyP> RELOCATE UTILITIES — TO P.U.E. f': d 14' P. U. E. JUNCTION BOXES AND COVERS SMALL BE MADE OF POLYMER CONCRETE. COVERS SHALL HAVE A SKID RESISTANT SURFACE MARKED 'ELECTRIC" AND BOLT TO THE JUNCTION BOX. BOXES SHALL N FD ACTUR BE 14pBY QUAZIT D IDENTIFIED BY PC12 1 12;4* IN SIZE. THEY SHALBE MASA12 (OR APPROVED EQUAL). OD N p M N Q ti L' iv =oO fl z# c 11A go, rf V? W 425 FURNISH AND INSTALL SIZE (2") RIGID ELECTRICAL CONDUIT. FURNISH AND INSTALL FIBERGLASS LIGHT POLE TO PROVIDE A (25)FrLUMINAIRE MOUNTING HEIGHT. FURNISH 100 URN SH AND INSTALL {100} WATT, (120) VOLT HIGH PRESSURE SODIUM I.E.S. TYPE M -C til CUTOFF "COBRA HEAD" LUMINAIRES WITH FEC FIXTUREE TO MATCH 1.20 COLOR OF POLE AND LUMINAIRES ARM. JB FURNISH AND INSTALL 12" X 1&'X 12" POLYMER CONCRETE JUNCTION BOX 1 MARKED "STREET LIGHTS". CONFORM TO STANDARD DRAWING CTM418-1. UF FURNISH AND INSTALL 2 CONDUCTOR (#10 COPPER) TYPE OF CABLE WITH GROUND. LIGHT POLECL DETAIL t.0 r GENERAL NOTES: NO SCALE 1. CONSTRUCTION SHALL CONFORM TO THE 2002 OREGON STANDARD SPECIFICATIONS FOR T� e o - 0()042— W 20 Q. CONSTRUCTION, AND THE 2002 OREGON STANDARD DRAWINGS, BOTH AS ISSUED IN JUNE 2002 `` �' AND AS REVISED BY AMENDMENT #1. '(� o w m v 4 aNcv�o 2. LOCATIONS OF STREET LIGHTING, SIGNS, ETC. ARE APPROXIMATE. ACTUAL LOCATIONS Q '`—E aNi c y c °,,° SHALL BE AS DIRECTED BY THE CONTRACTOR AND ENGINEER IN THE FIELD. Q m c °r.° o a' 3. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE W.O. No. 232, CONSULTING ENGINEER BEFORE THE CHANGES ARE IMPLEMENTED. Design MW RUM 4. LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE Date 6 Drawn FULCRUM 16 SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BACKFILL Date Gotden Oaks MHP fl62916 FOLLOW ALE. REQUIREMENTS OF ORS 757.541 THROUGH 757.571. THE ONE CALL LOCATE PHONE ,„�,, NUMBER 1S 1-800-332-2344. Sheet 5. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND SECURE APPROVAL OF s£L£cT THE PLAN FROM THE CITY AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING WORK (IF SACKFILL a NEEDED).9 of 14 UNDISTURBED 6. WORK REQUIRES THE ELECTRICAL CONTRACTOR TO SECURE A PERMIT AND INSPECTION TEI'co/cw u EARTH REVISIONS STREET LIGHT SERVICES FROM THE BUILDING PERMIT SERVICES DIVISION TO ASSURE NATIONAL ELECTRICAL CONDUIT No. DescriptiONDate By CODE COMPLIANCE. IN ADDITION, CONTRACT INSPECTION SERVICES SHALL BE OBTAINED PGE RIMARYJSECONDARY FROM THE PUBLIC WORKS ENGINEERING DIVISION BY CALLING 24 HOURS IN ADVANCE OF WORK CABLE INSIDE DUCT COMMENCEMENT. TRENCH DETAIL 7. INSTALLATION OF TRANSFORMERS AND SECONDARY BOXES WILL BE BY SUB. LOCATIONS OF NO SCALE THESE IMPROVEMENTS IF SHOWN IS FOR GRAPHICAL PURPOSES ONLY. ACTUAL LOCATIONS WILL BE DETERMINED BY SUB a,F U I ZU10 ` W 2 0 \ Q • LLJ aini cr) c 00 r... _f- W 00 a I UJ 00 U-) c C 0 �� O CL /i Z.""V J��w W � v v UJ a� cu CL Q 0 z W 425 FURNISH AND INSTALL SIZE (2") RIGID ELECTRICAL CONDUIT. FURNISH AND INSTALL FIBERGLASS LIGHT POLE TO PROVIDE A (25)FrLUMINAIRE MOUNTING HEIGHT. FURNISH 100 URN SH AND INSTALL {100} WATT, (120) VOLT HIGH PRESSURE SODIUM I.E.S. TYPE M -C til CUTOFF "COBRA HEAD" LUMINAIRES WITH FEC FIXTUREE TO MATCH 1.20 COLOR OF POLE AND LUMINAIRES ARM. JB FURNISH AND INSTALL 12" X 1&'X 12" POLYMER CONCRETE JUNCTION BOX 1 MARKED "STREET LIGHTS". CONFORM TO STANDARD DRAWING CTM418-1. UF FURNISH AND INSTALL 2 CONDUCTOR (#10 COPPER) TYPE OF CABLE WITH GROUND. LIGHT POLECL DETAIL t.0 r GENERAL NOTES: NO SCALE 1. CONSTRUCTION SHALL CONFORM TO THE 2002 OREGON STANDARD SPECIFICATIONS FOR T� e o - 0()042— W 20 Q. CONSTRUCTION, AND THE 2002 OREGON STANDARD DRAWINGS, BOTH AS ISSUED IN JUNE 2002 `` �' AND AS REVISED BY AMENDMENT #1. '(� o w m v 4 aNcv�o 2. LOCATIONS OF STREET LIGHTING, SIGNS, ETC. ARE APPROXIMATE. ACTUAL LOCATIONS Q '`—E aNi c y c °,,° SHALL BE AS DIRECTED BY THE CONTRACTOR AND ENGINEER IN THE FIELD. Q m c °r.° o a' 3. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE W.O. No. 232, CONSULTING ENGINEER BEFORE THE CHANGES ARE IMPLEMENTED. Design MW RUM 4. LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE Date 6 Drawn FULCRUM 16 SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BACKFILL Date Gotden Oaks MHP fl62916 FOLLOW ALE. REQUIREMENTS OF ORS 757.541 THROUGH 757.571. THE ONE CALL LOCATE PHONE ,„�,, NUMBER 1S 1-800-332-2344. Sheet 5. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND SECURE APPROVAL OF s£L£cT THE PLAN FROM THE CITY AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING WORK (IF SACKFILL a NEEDED).9 of 14 UNDISTURBED 6. WORK REQUIRES THE ELECTRICAL CONTRACTOR TO SECURE A PERMIT AND INSPECTION TEI'co/cw u EARTH REVISIONS STREET LIGHT SERVICES FROM THE BUILDING PERMIT SERVICES DIVISION TO ASSURE NATIONAL ELECTRICAL CONDUIT No. DescriptiONDate By CODE COMPLIANCE. IN ADDITION, CONTRACT INSPECTION SERVICES SHALL BE OBTAINED PGE RIMARYJSECONDARY FROM THE PUBLIC WORKS ENGINEERING DIVISION BY CALLING 24 HOURS IN ADVANCE OF WORK CABLE INSIDE DUCT COMMENCEMENT. TRENCH DETAIL 7. INSTALLATION OF TRANSFORMERS AND SECONDARY BOXES WILL BE BY SUB. LOCATIONS OF NO SCALE THESE IMPROVEMENTS IF SHOWN IS FOR GRAPHICAL PURPOSES ONLY. ACTUAL LOCATIONS WILL BE DETERMINED BY SUB a,F U I ZU10 ` 0- 0 l`wr !♦' it ' #, r "+' �r i i t I ' ♦ �/ s : ray r ► , s � • ! r - r .:: • _ UTILITY VAULT SCH. 40 PVC CONDUIT-'0- RIGID ONDUITSRICiD STEEL CONDUIT FROM %8 UP 10 FT. II 1 JUNCC71ON Box I I W fv` s' NOTE: AERIAL CABLE MAY BE ATTACHED HERE IF OVERHEAD CLEARANCE FROM PRIMARY IS ADEQUATE. LUMINAIRE ARM 12–.2 + GRND. OF CABLE THROUGH EYE SOLT W/DOUBLE NUTS, WASHERS, AND CURVED WASHERS. SET AT SECONDARY GRADE CON71NIOUS RIGID STEEL CONDUIT FROM JB TO IST 10 FT UP POLE. METAL CONDUIT TO BE BONDED TO GROUND ROD. NO PVC ALLOWED. PRESSURE TREATED WOOD POLE � CONFORM TO ANSI SPECIFICATIONS TREATED TO CONFORM TO AASHTC RIGID METAL PIPE STRAPS 3' Q.C. SIDEWALK a at LUMINAIRE ARM SPLICES: IF REQUIRED, MUST BE TUCKED INTO CONDUIT (ALTERNATIVE METHOD: AERIALC MAY BE ATTACHED W EYE BOLTS AND SPLICED NEAR LUMINAIRE ARM) / PHOTO CELL \ LUM/NNR£ HEAD" AT GLASS r � r AS SHOWN Cid PLANS ■m�mmm' # i • sAj r :# l J SEE LUMINAIRE DETAILS 29"-7 STREET LIGHT SUPPLY LINE STRAND MSE --~' NOTE: AERIAL CABLE MAY BE ATTACHED HERE IF OVERHEAD CLEARANCE FROM PRIMARY IS ADEQUATE. 40 IN. MIN FROM POWER ALTERNATIVE METHOD: TQ COMMUNICATION AERIAL CABLE MAY BE ATTACHED W/ EYE. BOLTS AND SPLICED NEAR LUMINAIRE ARM) INTERCONNECT AERIAL CABLE RIGID STEEL CONDUIT— FROM TO IST 1 T. .0 F SAP POLE. 5/8* X 10 FT. GROUND ROD BONDED TO CONDUIT :CT 0 SECONDARY /POWER LINES 4 -Am all 71 INU11-1 `e r • to a►•` r • • i vi 4 Received: SEP 0 7 2016 TYPICAL STREET LIGH 0" GRAVELSubmilftal—yw --- ARROUND POLE ON UTILIUB) � .F -i .AA, NOTE: INSTALLATION OF LUMINAIRES ON SUB U17LTY POLES SHALL BE BY UTILTIY PERSONAL ONLY. 00 0» J 'i off+ -�»— • 3/4" — 0* GRAVEL » COMPACTED » r. AROUND POLE M � vi 4 Received: SEP 0 7 2016 TYPICAL STREET LIGH 0" GRAVELSubmilftal—yw --- ARROUND POLE ON UTILIUB) � .F -i .AA, NOTE: INSTALLATION OF LUMINAIRES ON SUB U17LTY POLES SHALL BE BY UTILTIY PERSONAL ONLY. NOTE: DRAWING NOT TO SCALE ALL EYMOLTS, BOLTS, NUTS, AND WASHERS SHALL BE GALV. STEEL UNLESS NOTED OTHERVASE, ALL SET SCREWS SHALL DE MIN. DiA. 1%4" STAINLESS STEEL WITH SQUARE LIR NEX HEAC)S. ALL SPANWIRE HANGERS ANC? PLUMBIZERS SHALL BE CAST BRONZE. CL 2 v >r w �r � cm', ,o 1:..r to �t cv c 22 Z Et11to oU �Q 0 CL c o: co rn D. AO v— co 0 � a.. W.O. No. 232 Design MW Drawn FULCRUM Date 6/29/16 Dwg Golden Oaks MHP 062916 Sheet 10 Of 1 REVISIONS No. Descdo ion/Date I By 00 J 'i off+ o N M � N to .a X a v0i .M U. to �r O s 4 00 4 Lam_ �y� ri VT Ltl �f NOTE: DRAWING NOT TO SCALE ALL EYMOLTS, BOLTS, NUTS, AND WASHERS SHALL BE GALV. STEEL UNLESS NOTED OTHERVASE, ALL SET SCREWS SHALL DE MIN. DiA. 1%4" STAINLESS STEEL WITH SQUARE LIR NEX HEAC)S. ALL SPANWIRE HANGERS ANC? PLUMBIZERS SHALL BE CAST BRONZE. CL 2 v >r w �r � cm', ,o 1:..r to �t cv c 22 Z Et11to oU �Q 0 CL c o: co rn D. AO v— co 0 � a.. W.O. No. 232 Design MW Drawn FULCRUM Date 6/29/16 Dwg Golden Oaks MHP 062916 Sheet 10 Of 1 REVISIONS No. Descdo ion/Date I By �r s s 4 1 • 4 �f NOTE: DRAWING NOT TO SCALE ALL EYMOLTS, BOLTS, NUTS, AND WASHERS SHALL BE GALV. STEEL UNLESS NOTED OTHERVASE, ALL SET SCREWS SHALL DE MIN. DiA. 1%4" STAINLESS STEEL WITH SQUARE LIR NEX HEAC)S. ALL SPANWIRE HANGERS ANC? PLUMBIZERS SHALL BE CAST BRONZE. CL 2 v >r w �r � cm', ,o 1:..r to �t cv c 22 Z Et11to oU �Q 0 CL c o: co rn D. AO v— co 0 � a.. W.O. No. 232 Design MW Drawn FULCRUM Date 6/29/16 Dwg Golden Oaks MHP 062916 Sheet 10 Of 1 REVISIONS No. Descdo ion/Date I By WTR O Tree Removal -- ;5 Area V S`n >t 0 n ME Removal __....ev.__fall".... ow r �- .- ,A ® o SHED LOCATION do —000 • • Total Project Area - 39,815 sf 3 •: d • •.,d a W. d'. Tree Removal Area _ 1 5,Q47 sf ` 4 ,a ..4r :. Impervious Area a �d. •a.. a6 j - 21,773 sf 1f X M 11 C14ERRY .pr. fid'., d X 3 11 SPRUCE GOOD n ME Removal __....ev.__fall".... ow r �- .- ,A ® o SHED LOCATION do —000 • • Total Project Area - 39,815 sf 3 •: d • •.,d a W. d'. Tree Removal Area _ 1 5,Q47 sf ` 4 ,a ..4r :. Impervious Area a �d. •a.. a6 j - 21,773 sf X 2 11 C14ERRY .pr. fid'., d X SCALE: 1 "=20' 10 20 40 .A , e • t . a ..°• e. 6 r f `yam 9 :• ' , 10 • 7 a d A.°• ` • er ;fair°•, .d.• r ;r i•' 4. 414 13 r... • •' ' L� ° . 4 •' iv 14 4r b A . 4�1 15 d•a ' '_ LEGEND Remove Tree 0 Tree to Remain 011Y EXPIRES: 12/31 /2017 Boeger & Associates, LLC Civil and Environmental Engineering 1158 High Street, Suite #102 Ph: 541.302.4996 Eugene, OR 97401 Fax: 541.302.4968 dboeger@boegerassociates.com TREE INVENTORY ITEM NO. • q TYPE CONDITION RETAIN d s 1 19 CHERRY GOOD X 2 11 C14ERRY GOOD X 3 11 SPRUCE GOOD X 4 9 SPRUCE GOOD X 5 13 SPRUCE GOOD X 6 10 SPRUCE GOOD X 7 • d•. a SPRUCE GOOD X 8 de SPRUCE .e' X 9 12 SPRUCE GOOD X 10 8 CHERRY GOOD X 11 6r SPRUCE GOOD X :t. 12 I SPRUCE A• X 13 .d +:;• SPRUCE GOOD X 14 20 SPRUCE GOOD a. A 15 '•' t t•..da..�.• GOOD X ••a 16 14 SPRUCE GOOD X r 17 15 SPRUCE FAIR X Li 18 14 SPRUCE GOOD 1 19 18 SPRUCE <: 18 19 20 20 a,. SPRUCE GOOD Boeger & Associates, LLC Civil and Environmental Engineering 1158 High Street, Suite #102 Ph: 541.302.4996 Eugene, OR 97401 Fax: 541.302.4968 dboeger@boegerassociates.com TREE INVENTORY ITEM NO. DBH (inches) TYPE CONDITION RETAIN REMOVE 1 19 CHERRY GOOD X 2 11 C14ERRY GOOD X 3 11 SPRUCE GOOD X 4 9 SPRUCE GOOD X 5 13 SPRUCE GOOD X 6 10 SPRUCE GOOD X 7 14 SPRUCE GOOD X 8 13 SPRUCE GOOD X 9 12 SPRUCE GOOD X 10 8 CHERRY GOOD X 11 18 SPRUCE GOOD X 12 17 SPRUCE GOOD X 13 18 SPRUCE GOOD X 14 20 SPRUCE GOOD X 15 20 SPRUCE GOOD X 16 14 SPRUCE GOOD X 17 15 SPRUCE FAIR X 18 14 SPRUCE GOOD X 19 18 SPRUCE GOOD X 20 15 SPRUCE GOOD X 21 9&11 SPRUCE GOOD X 22 11 SPRUCE GOOD X 23 10 SPRUCE GOOD X 24 7 SPRUCE GOOD X 25 11 SPRUCE GOOD X 26 10 SPRUCE GOOD X 27 47 FIR GOOD X 28 23 FIR GOOD X 29 15 SPRUCE GOOD X 30 17 SPRUCE GOOD X 31 16 SPRUCE GOOD X 32 15 SPRUCE GOOD X 33 10 SPRUCE FAIR/GOOD X 34 14 SPRUCE GOOD X 35 15 SPRUCE GOOD X 36 14 SPRUCE GOOD X 37 17 SPRUCE GOOD X 38 16 SPRUCE GOOD X 39 17 CHERRY FAIR/GOOD X 40 44 FIR GOOD X 41 19 FIR GOOD X 42 33 FIR GOOD X 43 45 FIR GOOD X 44 42 FIR GOOD X 45 24 FIR GOOD X 46 34 FIR GOOD X 47 33 FIR GOOD X 48 29 FIR GOOD X 49 27 FIR GOOD X 50 39 FIR GOOD X 51 33 FIR GOOD X 52 43 FIR GOOD X 53 38 FIR GOOD X 54 34 FIR GOOD X 55 45 FIR GOOD X 56 32 FIR GOOD X 57 34 FIR GOOD X 58 38 FIR GOOD X 59 22 FIR GOOD X 60 26 FIR GOOD X 61 37 FIR GOOD X 62 41 FIR FAIR/POOR X 63 30 FIR GOOD X 64 49 FIR GOOD X 65 34 FIR GOOD X 66 58 FIR GOOD X TOTAL 38 28 ut$tl = UTAME CER AT BREAST HEIGHT f rjll THE TREE REMOVALS WILL BE PERFORMED UNDER THE SUPERVISION OF AN EXPERIENCED LOGGING CONTRACTOR AND WILL BE CONSISTENT WITH STATE STANDARDS. ALL WORK WILL BE IN ACCORDANCE WITH METRO PLAN POLICIES AND CITY ORDINANCE AND PROVISIONS AFFECTING THE ENVIRONMENTAL QUALITY OF THE AREA. TREE PROTECTION NOTES, EROSION CONTROL NOTES AND SPECIFICATIONS WILL BE PREPARED AS PART OF THE CONSTRUCTION DOCUMENT PACKAGE FOR BUILDING PERMITS AND CONSTRUCTION PRIOR TO ANY TREE REMOVAL. PLANTING OF STREET TREES ALONG THE NEW STREET AND PLANTING OF LAWN OR THE REMAINING EXPOSED SOILS OF THE PROJECT SITE ARE PROPOSED. ADDITIONAL PLANTING OF LANDSCAPE, GROUND COVER AND SHRUBS CAN BE EXPECTED BY THE FUTURE MANUFACTURED HOME SPACE RESIDENTS. EXISTING PERIMETER TREES WILL CONTINUE TO PROVIDE A WINDBREAK FOR THE PARK, ADDITIONALLY, EROSION AND SEDIMENT CONTROL MEASURES WILL FACILITATE SOIL RETENTION AND SOIL STABILITY. THE PROPOSED STORM WATER SYSTEM FOR THIS PROJECT WILL ADDRESS SURFACE WATER RUNOFF VOLUME AND WATER QUALITY REQUIREMENTS, TO MEET THE CITY OF SPRINGFIELD DESIGN STANDARDS. ALL TREE FELLING AS PROPOSED WITHIN THIS APPLICATION WILL FOLLOW THE GUIDELINES SET FORTH IN THE FIELD GUIDE TO OREGON FOREST PRACTICES RULES AS APPLICABLE TO THIS SITE. AN EXPERIENCED LOGGING COMPANY SHALL PERFORM THE TREE FELLING AND CLEAN-UP. THE SITE IS ASSESSABLE FROM 58TH ST., PROVIDING EFFICIENT TRANSPORTATION OF EQUIPMENT ONTO THE SITE WITHOUT DISTURBANCE OF NEARBY RESIDENTS. THE ACCESS ROADS THROUGH THE PARK ARE ADEQUATE IN WIDTH TO PROVIDE SAFE TRANSPORT OF TRUCKS, EQUIPMENT AND MATERIALS. WORK WILL BE PERFORMED BETWEEN DAYLIGHT HOURS 7 AM AND 5 PM. 1125 NORTH • SPRINGFIELD,TH ST. #` r 7478 Space Expansion SITE VICINITY MAP � THE APPLICANT IS PROPOSING TO REMOVE 29 OF THE ON-SITE TREES IN PREPARATION FOR THE SUBMITTAL AND APPROVAL OF CONSTRUCTION DOCUMENTS FOR AN ADDITIONAL SEVEN MANUFACTURED HOME SPACES, FOLLOWING APPROVAL BY THE CITY OF SPRINGFIELD PLANNING DEPARTMENT UNDER CASE NUMBER PRE15--00044 (17-02--34--22 TL 00100) - PRJ15-00033. THE TREE REMOVAL CONTRACTOR IS PLANNING TO FALL THE TREES AND LOAD THEM ONTO LOG TRUCKS FOR REMOVAL FROM THE SITE, LOGGING SLASH WILL BE REMOVED IN THE SAME MANNER. AFTER FALLING THE TREES, AN EXCAVATOR WILL DIG OUT THE ROOT WADS AND LOAD THEM ONTO TRUCKS FOR REMOVAL. TRUCKS WILL ENTER AND EXIT THE SITE VIA THE DESIGNATED CONSTRUCTION ENTRANCE LOCATED ALONG 58TH STREET. BOTH LOG AND DEBRIS TRUCKS WILL TRAVEL NORTH ON 58TH STREET AND THEN WEST ON HIGHBANKS ROAD TO 52ND STREET WHERE IT INTERSECTS WITH HIGHWAY 126. USING HIGHWAY 126, LOG TRUCKS WILL TRAVEL TO A DESIGNATED SAW MILL AND THE DEBRIS TRUCKS WILL TRAVEL TO A DESIGNATED DISPOSAL SITE. A STREET TREE PLAN WILL BE INCLUDED IN THE CONSTRUCTION PLAN SET FOR THE DEVELOPMENT. THIS PLAN WILL SHOW THE LOCATION, SPECIES, AND DIAMETER OF THE PROPOSED STREET TREES. ADDITIONALLY, AN EROSION AND SEDIMENT CONTROL PLAN MUST BE APPROVED FOR THIS PROJECT. ��_ (109y INMU- MWS l\ \A SEP 0 7 2016 OWNER I DEVELOPER BRIAN TITTERER IPG 19772 MACARTHUR BLVD., SUITE #100 IRVINE, CA 92612 PH. (949) 440-2300 FAX (949) 440-2320 TOLBERT ASSOCIATES, LLC LAND SURVEYING & LAND USE PLANNING P.O. BOX 22603 EUGENE, OREGON 97405 (541) 359-8426 WWW.TOLBERTASSOCIATES.COM CARD FILE— 1411.DWG DWN BY: LLT REVISIONS W.O. No. 251 'repared for. No. Description/Date By Design D. BOEGER Drawn FULCRUM ASSOC. BRIAN FITTERER Date 06/29/16 Investment Property Group Dwg GOLDEN OAKS 062916` 18006 Sky Park Circle, 2, Ste. C Sheet IrvinSte. 0, lF9i 92614 o 949.440.2300 ext. 140 m -f 8:00 - 4:30 pst f 949-440-2320 11 o 1 GATE VALVE 113 j / / * ��O *` /i 1 \ // SPRINKLERS / \ \ * LEVEL 1<Q SPREADER X_ / /� 1 RAREx SCALE- 1 "=5' OVERFLOW s I•I L4kEASEE 1 s DRAIN WATER LIftE TO PLANTER SLEEVE FOR POWER Infiltration Planter Detail Landscape Plan NOTE: GRATE TO BE MACHINED TO FIT PIPE BELL IF NECESSARY INLAND FOUNDRY CO. INC. GRATE ........... NO. 700 SERIES OR EQUAL NewGrass AREA DRAIN Rock 12" Rock Spillway 1/4" Snowbrush � MIN�j Water Foxtail Fool Needle Spike Rush ACICULARIS California Oatgrass Kinnickinnick Landscape Plan NOTE: GRATE TO BE MACHINED TO FIT PIPE BELL IF NECESSARY INLAND FOUNDRY CO. INC. GRATE ........... NO. 700 SERIES OR EQUAL ., REvistoR Bate -Ly-Ml CITY OF SPRINGFIELD DEPT, OP PUBLIC WORKS 226 FIFTH STREET SPRINGFIELD, OR. 97477 AREA DRAIN GRADE AREA TO DRAIN 12" SLOPE 1/4" INTO CATCH BASIN � MIN�j PER Fool 90 ACICULARIS •J ALOPECURUS WATER FOXTAIL 12 INCH 4 INCH POT 300 24" 2" TYPICAL (12" MIN.) Ln 24" BELL & SPIGOT C.P. OATGRASS 12 INCH 4 INCH POT (12" MIN.) CALIFORNICA I C76 CL III a3 ARCTOSTAPHYLOS " 3„ MIN. 12 INCH 4 INCH POT 140 UVA-URIS N0 SCALE n CEANOTHUS ., REvistoR Bate -Ly-Ml CITY OF SPRINGFIELD DEPT, OP PUBLIC WORKS 226 FIFTH STREET SPRINGFIELD, OR. 97477 AREA DRAIN STANDARD DRAWING 4-12 SPACING SIZE QUANTITY00 IRRIGATION RA. ,r. PANEL A 1 MANAGERS l OFFICE SCALE: 1 "=20' 10 FILTRATION POND U •.!o BOTANICAL NAME COMMON NAME SPACING SIZE QUANTITY00 ELEOCHARIS NEEDLE SPIKE RUSH 12 INCH 4 INCH POT 90 ACICULARIS •J ALOPECURUS WATER FOXTAIL 12 INCH 4 INCH POT 300 GENICULATUS Ln DANTIiONIACALIFORNIA OATGRASS 12 INCH 4 INCH POT 180 CALIFORNICA ... a U. Ti a Ei ARCTOSTAPHYLOS KINNICKiNNICK 12 INCH 4 INCH POT 140 UVA-URIS n CEANOTHUS SNOWBRUSH 3 FEET 4 INCH POT 11 �+ �U l INL S, iz .fid W rn o o _ c STREET TREES ACER X FREEM;ANII 'SCARLET SENTINEL' MAPLE NA 2 INCH CALIPER 4 vAR.' L M - (n» O PRUNUS SARGENTII 'COLUMNAR' SARGENT NA 2 INCH CALIPER 3 `VAR.' CHERRY Ca ...-.` NOTE: ANY REPLACEMENTS MUST COME FROM CITY APPROVED LIST GRASS SEED M Grass seed mixtures shall be selected to match existing adjoining lawns whenever possible. Grass seed mixtures for planting in parkstrips or in other areas not previously �X seeded shall be composed of the following: 0 ".. W _. w. W ••, J W w W Kentucky Blue Grass.. .0 - 109/6 .y .y W W r v •Y W W V• W •Y W m V' W •Y W W m W W .. �. Perennial Rye ....... . 70% - 50% ....... ®.. ....� _.,.�.... _.� y w W Fine Fescue ......... .30%-4011/o s W v w W b W W LL DRIVEWAY w : W All seeds shall be of blue tag stock and from the current or latest seasons crop. The seed w W shall be in containers labeled in accordance with Oregon State and U.S. Department of W W W W W W W W W. W W W •Y d' v' W W W ':' '� w w '�' w W Agriculture. Rules and Regulations under the Federal Seed Act. " A label showing seed variety, 95 percentage of purity by weight, 90 percent germination d W W W W W W W rate, maximum weed content, date of test within 9 months of date of delivery, and set W W W forth in the General Certification Standard by the Oregon State University Certification W W w ' !% Board shall be provided. Mold or evidence of container having been wet or otherwise damaged will be cause for reiection of each seed lot. me W W *t W - p W W W �� .Y W '6 W 'Y W y 4' W V. •V W W W W W .y W W W it "W •y N ,Y W W W '�' W W W W W W W W W W W .1' W W •V W W •i' 00 W W W W W W WLU DRIVEWAY w W y W W W W Y W WCU y, W W � W y W i• f�n� I�. W i' W W i 'Y W •Y W W W W W 'Y W W W w+i 00 •Y w W `Y W W W .Y 'Y W W W W W .4' 'Y W W W� •Y W +Y W W W W W W Y V' .Y W V` V' W W W W I. v W W W yi y W W W LO N 109 Z L./ W V W finam 2! os W W W W ,► leICU W V W W W `Y d' W W W W •Y W W W W d' W a.d. W SHED LOCATION Y/ o {( t (TYP) Lr=UhNup SEP _0 7 0% LULJ y� .ryj iA 5 '�•Ytt �i�GEI it ¢.�f New Maple Tree , .. LJ ., New Cherry Tree ties e shitwd g, � e o; W W W W W New Grass kwer hart reg no a o t7 a� tLU 430 4) -- �. o. o �o W �a co c) °_? �oC, LDAP Site Plan S ------ SEDIMENT FENCE --�- CONSTRUCTION FENCE L T 5 -� L PLEA CONSTRUCTION ' f ENTRANCE 1 1 4'�. f f Q t 1 t 1 l t t t SCALE: 1 "=30' 10 20 30 2. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED. i ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE ! t CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO Q ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT LEAVE THE SITE. �" M 3, THE IMPLEMENTATION OF THE SSCP AND THECO S R N T UCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND } I � •-+. SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS � ��`� � �� o � COMPLETED AND ACCEPTED AND VEGETATION / LANDSCAPING IS ESTABLISHED. ,��•� }jam; �` X X 4, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE ENGINEER PRIOR TO . : CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALT. BE PERMITTED. THE ` FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. Ike 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND WITHIN THE 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE IMMEDIATELY, THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. & ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES, CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE -VEGETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH ui AN APPROVED ESC METHOD (SEEDING & MULCHING WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ECT.). S. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT -OF- WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED. 0 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ONSITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE I STORM WATER SYSTEM. z: OC b 10, EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWATERING SYSTEM DOESUJ NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENTTHE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES � UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE.co 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT ( = 2 PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATURAL RESOURCES. I0 `I = 0 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY1 TO SEPTEMBER 30). OR MORE INFORMATION Arranr T— . CITY OF SPRINGFIELD PUBLIC WORKS ENGINEERING ,cu 225 FIFTH STREET j SPRINGFIELD, OR 97477 PHONE (541)726-5849 WWW.0#.SPRINGFIELD.OR.US 0 ^� h `�� k ,�?� ` £ l ., ., .hkr.$.y , y ti •, ' •w`?��'�h'itis.;w::.::}:n � � I ;, ; : .. :. .. ..t>.::.,, 8. }:.:::: v.v � E a i } n L: W ix 0 L L%, r CJ C��f m � i( 0 i17 N 4 N i 33 L—L ti3 e O to CONSTRUCTION ' f ENTRANCE 1 1 4'�. f f Q t 1 t 1 l t t t SCALE: 1 "=30' 10 20 30 2. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED. i ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE ! t CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO Q ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT LEAVE THE SITE. �" M 3, THE IMPLEMENTATION OF THE SSCP AND THECO S R N T UCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND } I � •-+. SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS � ��`� � �� o � COMPLETED AND ACCEPTED AND VEGETATION / LANDSCAPING IS ESTABLISHED. ,��•� }jam; �` X X 4, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE ENGINEER PRIOR TO . : CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALT. BE PERMITTED. THE ` FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. Ike 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND WITHIN THE 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE IMMEDIATELY, THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. & ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES, CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE -VEGETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH ui AN APPROVED ESC METHOD (SEEDING & MULCHING WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ECT.). S. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT -OF- WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED. 0 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ONSITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE I STORM WATER SYSTEM. z: OC b 10, EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWATERING SYSTEM DOESUJ NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENTTHE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES � UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE.co 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT ( = 2 PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATURAL RESOURCES. I0 `I = 0 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY1 TO SEPTEMBER 30). OR MORE INFORMATION Arranr T— . CITY OF SPRINGFIELD PUBLIC WORKS ENGINEERING ,cu 225 FIFTH STREET j SPRINGFIELD, OR 97477 PHONE (541)726-5849 WWW.0#.SPRINGFIELD.OR.US 0 ^� h `�� k ,�?� ` £ l ., ., .hkr.$.y , y ti •, ' •w`?��'�h'itis.;w::.::}:n � � I ;, ; : .. :. .. ..t>.::.,, 8. }:.:::: v.v � E a i L: W ix 0 L L%, r CJ C��f m � i( 0 i17 N 4 N i 33 L—L ti3 e O to < r3 } C'3 CEJ > CV`s"' GL Cl3 LtS r (l2 O = w ! i N0, 232 Drawn FULCRUM Y.^(,r1R D 29/16 . 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SUPPORT POST 10' O.C. 2"X 2'k 5' DOUGLAS FIR OR APPROVED EQUAL. INSURE POST IS STABLE AND CAN SUPPORT FENCE. PROTECTED - DOWNSTREAM BURY 12" MIN. SEDIMENTATION CONTROL FABRIC, AMOCO 2122 OR APPROVED EQUAL. SECURE FABRIC TO POST WITH TIE WIRE AT TOP, BOTTOM, AND CENTER OF POST. DISTURBED GROUND DUE TO ON-SITE CONSTRUCTION. BACKFILL BOTTOM 6" OF FABRIC WITH NATIVE TOPSOIL. MINIMIZE DISTURBANCE OF SILT DURING REMOVAL OF FENCE. SEDIMENTATION CONTROL FABRIC TYPE SILT FENCE NT5 'L "RAil k - CATCH BASIN INSERT BAG A. Approval of this Erosion and Sedimentation Control Plan (SSCP) does not constitute an approval of J. E o permanent road or drainage design (e.g., size and location of roads, pipes, restrictors, channels, W Z retention facilities, utilities, etc.). B. Approval of this SSCP does not relieve the permit holder and or the contractor from all other 10Q a permitting requirements. Prior to beginning construction activities, all other necessary approvals shall K. be obtained. C. An inspection of the erosion control measures by City LDAP staff is required prior to any ground disturbance on the site. L. D. The erosion and sediment control measures shown on the plan are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment -laden water does not leave the M. V) site. E. The implementation of the SSCP and the construction, maintenance, replacement, and upgrading of the N. . erosion and sediment control measures is the responsibility of the permit holder and or the contractor 0 L--� until all construction is completed and accepted by the City and vegetation/landscaping is established Q per the required warranty period. O. F. In the event the ESC facilities identified on the ESCP are not functioning properly, the contractor is responsible for immediately implementing changes to the ESCP as directed by the SSCP engineer or Lo L3? his inspector. The engineer, his inspector or the City may stop all construction activity on site until the 10 V CU erosion problem is corrected and all ESC facilities are functioning properly. If the contractor does not immediately implement changes to the ESCP identified by the SSCP engineer or his inspector, the City P. may implement the necessary changes and require payment from the contractor prior to project acceptance by the City. C. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the Q. engineer prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the permit holder and or the contractor for the duration of construction. R. H. The erosion and sediment control measures on active sites shall be inspected and maintained daily and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. S. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. The T. erosion and sediment control measures on inactive sites shall be inspected a minimum of once every two (2) weeks or within 48 hours following a storm event. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (Mayl to September 30). I. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain in place until permanent or temporary re -vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May , 1. to September 30) shall be immediately stabilized with an approved ESC method (seeding & mulching with straw, bark, compost, or plastic covering, etc.). A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall be maintained at all times on the construction site. No hazardous substances, such as paints, thinners, fuels and other chemicals shall be released onto the site, adjacent properties, or into water features, the City's storm water system, or related natural resources. Street sweeping shall be performed as needed or when directed by the City inspector to ensure public right-of-ways are kept clean and free of debris. Street flushing is prohibited. When trucking saturated soils from the site, either water -tight trucks shall be used or loads shall be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be allowed to enter the storm water system Extracted ground water from excavated trenches shall be disposed of in a suitable manner without damage to adjacent property, public storm water system, water features, and related natural resources. Approval of a dewatering system does not guarantee that it will meet compliance or be acceptable for use in all situations. Modifications to the dewatering system will be required if compliance can not be met. At no time will sediment laden water be allowed to leave the construction site. At no time shall more than one foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment laden water into the downstream system. Any required stabilized construction entrances and roads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. Any permanent flow control facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two to three inches. In preparation of the wet season, all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City by September 15. The City can require seeding of additional areas in order to protect surface waters, adjacent properties, or drainage facilities. Disturbed areas identified for seeding shall be seeded prior to the beginning of the wet season (October 1). NOTES: CLEAN PIT RUN OR 3"- 6" CLEAN ROCK OF -d-es SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED 8" MIN. DEPTH *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL r%nM1QTQ1 Ir _Tinm i. THE ENTRANCE SHALT. BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF- WAY. 3. WHEN WASHING IS REQUIRED, IT SHALT. BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM, S. DIMENSIONS SINGLE FAMILY 20' LONG BY 20' WIDE 8" DEEP OF 4" MINUS CLEAN ROCK. COMMERCIAL 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE PREVENT SUB -SOIL PUMPING, CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION CONSTRUCTION ENTRANCE AND SEDIMENT PLANNING AND DESIGN MANUAL. NOTES: �PLACE INLU CATCH BASIN PROTECTION AT EXISTING FIXTURES (SEE DETAIL/ SHEET E2.) GENERAL. NOTSS2 I. CONCRETE WASHOUTS ARE NOT PROVIDED ON THIS PROJECT 2 SAW CUTTING SLURRY IS TO BE VACUMED 3. ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30), OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALT- BE IMMEDIATELY STABILIZED WITH AN APPROVED ESC METHOD SEEDING &MHING WITH STRAW, BARK, COMPOST, OR PLASTIC C VERING, ETC.).ULC UTILITY LOCATIONS ARE APPROXIMATE DO Nor SCALE OR LOCATE UTILITY LINES OR MAINS FROM THESE DRAWINGS CALL FOR UTILITY LOCATES 811 or (1-800-332-23444) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING. UTILITY LOCATIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE PLANS MAY NOT SHOW ALL UTILITIES OR THE CORRECT LOCATIONS. SEP 0 7 % a inal Submit Drawn FULCRUM Date 6/29/16 Dwg Golden Oaks MHP 062916 Sheet 14 of 14 REVISIONS No. Des d6flon/Date 8V W E o W Z W 2 � �000 Q. C4 -t f 'a Q 10Q a a� � S1""a`� m �T°u> z O I=v.. w.0. No. 232 �. V) 00 ...�. X . 0 L--� U-) Q CU Z "0 Lo L3? 10 V CU 0.. co C!� 0 Drawn FULCRUM Date 6/29/16 Dwg Golden Oaks MHP 062916 Sheet 14 of 14 REVISIONS No. Des d6flon/Date 8V a E o W W 2 � �000 Q. C4 -t f 'a Q �ac ' c ti co U d d 60cpv 00)66 a a� � S1""a`� m �T°u> z O I=v.. w.0. No. 232 Drawn FULCRUM Date 6/29/16 Dwg Golden Oaks MHP 062916 Sheet 14 of 14 REVISIONS No. Des d6flon/Date 8V