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7.3-154
BENCHMARK TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF CALIFORNIA AVENUE AND "P" STREET ELEVATION =397.54 CITY DATUM BEARING BASIS THE NORTH LINE OF SECTION 30, T29S, R28E, MDM PER KERN COUNTY SURVEY INVESTIGATION AND PERPETUATION MAP MAP NO. 7-1 BK. 6 PAGE 108. SAID NORTH LINE BEARS NORTH 8901218" WEST. CITY STANDARDS THE FOLLOWING CITY STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST-8: SIDEWALK COMBINATION TYPE STANDARD TYPE ST-6: PAVEMENT PATCHES ST -13: STANDARD TRENCH BACKFILL & COMPACTION REQUIREMENTS SW-5: STANDARD 6" CLEANOUT D -17: STANDARD GUTTER DEPRESSIONS SW-4: MANHOLE TYPE "B" ' W-8: STANDARD SERVICE CONNECTION 3/4" TO 2" W -12: VALVE BOX DETAIL L-1 THROUGH L-5: LANDSCAPE DETAILS. SEE SHEET LS-4 CITY 0 BAKERSFIELD DEPA •THE T • F BLI WORKS ,�PL N...... FOR ON TR CTION MILL CREE�K LIN AR -PARK w II 11 E ET "0" STREET -T I T - U) C'5 I'G tP Z w....... CANAL - 1 fin' KERN IS t 1 Sr Y 4, p Tat W" 'll 4w fK E RTJ CE L Z' _k-Ahk A �j -0 7, UL c. WW j u— got,' U) 1*4 11 S 11 TREE q- '4 00" rfF V r 7: P I 'low ......... AN _Aw —- -6m 4 g .art Tgy A @ FOUND MONUMENT AS DESCRIBED _0H EXISTING POWER POLE EXISTING DOWN GUY nE EXISTING ELECTRICAL VAULT 0 EXISTING ELECTRICAL PULL BOX O EXISTING ELECTRICAL METER — G EXISTING TRAFFIC SIGN _zzL /11_ EXISTING STREET NAME SIGN x EXISTING WATER VALVE 1W EXISTING WATER METER C� EXISTING HOSE BIB S EXISTING SEWER MANHOLE (o EXISTING SEWER CLEANOUT V EXISTING STORM DRAIN MANHOLE nG EXISTING GAS SERVICE 0 EXISTING TRAFFIC SIGNAL CONTROLLER MH-2 EXISTING DRINKING FOUNTAIN L —J EXISTING LIGHT STANDARD MH-3 EXISTING STREET LIGHT TRAFFIC SIGNAL STREET LIGHT EXISTING TREE, DECIDUOUS, EVERGREEN, PALM, SHRUB MILL HOUSE BUILDING SEC' O EXISTING TRASH RECEPTACLE MILL HOUSE SECTION DESIGNATION: SECTION LETTER i 2 SHEET WHERE SECTION IS SHOWN TOPOGRAPHY LEGEND IR EXISTING IRRIGATION LINE _0H EXISTING OVERHEAD LINE EXISTING ELECTRICAL LINE EXISTING SEWER LINE I EXISTING STORM DRAIN LINE w EXISTING WATER LINE — G EXISTING GAS LINE _zzL /11_ EXISTING EDGE OF PAVEMENT x EXISTING CHAIN LINK FENCE EXISTING WROUGHT IRON FENCE LIP EXISTING CURB AND GUTTER FLOWLINE GRADING PLAN GRADING PLAt EXISTING PROPERTY LINE - — - — - — EXISTING ROAD CENTERLINE FOUNDATION & EXISTING TRAFFIC SIGNAL CONTROLLER MH-2 EXISTING BOLLARD EXTERIOR ELIE EXISTING LIGHT STANDARD MH-3 EXISTING MAST ARM TRAFFIC SIGNAL TRAFFIC SIGNAL STREET LIGHT PEDESTRIAN HEAD DETAIL DESIGNATION: DETAIL LETTER NUMBER CITY STANDARD DESIGNATION A S- 2 CO SHEET WHERE INDICATES REFERENCED CITY DETAIL IS SHOWN OF BAKERSFIELD STANDARD MILL HOUSE ILU Fw Olt L La 1; 4 7 4f f .� i 4 A ct IF REETI 7, A I J 7T »t ffi A I L max• Vl fi &A, 41 1. I N.) 1 S ff u" k/ tz- f, F ------ I et x1igitt-p 7 U 4 ti 4 0 --C] - I ar 4� I. f 0,4 KEY MAP 1 It= 200' ,"jL S DRAWING INDEX DRAWING NO. SHEET NO. PROJECT ELEMENT I T-1 TITLE TITLE SHEET 2 SPA SITE PLAN DEMOLITION P 3 GP-1 GRADING PLAN GRADING PLAt 4 MHA MILL HOUSE FOUNDATION & 5 MH-2 MILL HOUSE I EXTERIOR ELIE 6 MH-3 MILL HOUSE ROOF & FRAMI 7 MH-4 MILL HOUSE BUILDING SEC' 8 MH-5 MILL HOUSE RAILING DETAIL i DOOR & WIND( 9 MH-6 MILL HOUSE & UTILI1 10 MH-7 MILL HOUSE SEWER INTERIOR ELEV) 11 MH-8 MILL HOUSE 12 MH-9 MILL HOUSE RESTROOM & K 13 MH-10 MILL HOUSE STAIR FINISH DI PARK DETAILS 14 DT-1 DETAILS 15 DT-2 DETAILS MISCELLANEO '7 16 DT-3 I DETAILS FENCE DETAIL 17 WW -1 WATERWHEEL PLAN-PROFILE 18 19 WW-2 WW-3 WATERWHEEL WATERWHEEL SLUICEWAY DI tWATERWHEEL 20 WATERWHEEL I RADIAL GATE 21 WW-5 WATERWHEEL METAL DETAIL GATE SEAL &) 22 WW-6 WATERWHEEL 23 LS-1 LANDSCAPING i LANDSCAPE & I PLANTING & IF 24 LS-2 LANDSCAPING 25 LS-3 LANDSCAPING LANDSCAPE & 26 LS-4 LANDSCAPING LANDSCAPE & 27 E-1 ELECTRICAL I WATER WHEE 4 DRAWING TITLE -AN, SITE PLAN & SECTION FLOOR PLANS VATIONS SIG PLANS LIONS )W SCHEDULES & DETAILS Y PLAN kTIONS TCHEN DETAILS .TAILS JS DETAILS S SLUICE & WATERWHEEL --TAILS DETAILS K OPERATOR DETAILS s VATERWHEEL GEARING DETAILS IRRIGATION PLANS RIGATION SCHEDULES IRRIGATION CITY STANDARDS IRRIGATION CITY SPECIFICATIONS POWER SYSTEM & ELECTRICAL SUBMITTED BY: PQD D. .0 No. 28104 Exp. 3-31-±Y sr Civil- OFC T Life a 6 RICHARD MEYER, R.C.E. 28104 DATE AU& i File Name: COB10006TS1.DWG CITY PROJECT NO:'POK01 6 STATE OF CALIFORNIA O 'T"; 4y Ta I SA �� 44, Ac, J, is p IN= qq A11111 N V. loam Lu gq 0 T Lu 13 C S UXTUN) it d fi Ve1, 131h, -A pp ASHU1111111to M --*?"l 14 al E: 1A A St it„ A _4 C it, LOCATION MAP 7. etayr✓ IF aq VVY PROJECT LOCATION I 1.11ZIL-1: ;2r, I k. Lu -, aR nor ipp MIL L HOUSE 111�7 saw, th Id,- aA fs Ir TZ z Z' C I L: NOTE: NOT TO SCALE THE CONTRACTOR MUST POSSES THE FOLLOWING VALID LICENSES: CLASS A OR CLASS B. NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCAVATION. THE 2010 CALIFORNIA BUILDING CODE APPLIES TO THIS PROJECT. Mill (Jr� a ers to "Cd k'o s it shOL111 be. M 01 k T" n A TC7 z /7 -2 /1 o ca Rim 10 CL 6 z LLI 02 0 cc L ■ U) 0 0 z mi mi L z :3 �d W W mm '14 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAVMNGOR DETAIL - INSTALL PARK BENCH pA1 0- ♦ %' CONSTRUCT SIDEWALK, PLAIN, COLORED WITH MEDIUM BROOM WITH 5' SQUARE DIAGONAL "V" GROOVES ON 45', DAVIS COLORS "HARVEST GOLD" #5084 1 LANDSCAPING AND IRRIGATION AS REQ'D. O4 PROTECT STUBOUTS & DRAINS O5 a CONSTRUCT SIDEWALK WITH FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 45°, DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX E DT 1 O7 -{�}- INSTALL REMOVABLE BOLLARDS C T -1 IZ REVISE CANAL RAILING AND PILASTERS SHEET MH -1 CANAL RAILING REMOVAL, SEE MILL HOUSE PLAN FOR DETAIL, INSTALL PILASTERS & HANDRAILS & RETROFIT AND CONSTRUCT WROUGHT IRON FENCING SHEETS DT -3 11 CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SHEETS LS -1 TO LS -4 PROTECT STAIRS & RAILING CONSTRUCT MASONRY WALLS SHEETS DT -2 14 REMOVE LANDSCAPING & RE -ROUTE IRRIGATION AS NEEDED FOR INSTALLATION OF CATCH BASIN & APRON, PROTECT TREE AND -0 s— CONSTRUCT SEWER ITEMS SHEET MH -7 CONSTRUCT STORM DRAIN ITEMS SHEETS GP -1, DT -2 ADJUST O GRADE (STING CLEANOUTS AND MANHOLES COB STDS D -18, GP -1, MH -7 A 4 4 4 d 0 4 d . Q d uj Lu < d Ir F•- d° l Cn Cc 17TH STREET d Q�/ _ J '�X 1 10 5 2.5 0 10 ' ' - �✓ `� `-ter /^ � ,,•,Y i - ° ~-���-, EXISTING FENCE TO RE AIN r x -- �� - 12 w. �.< A�, -•� l 1 _t7 -i, i S\ d II ` �� � '•'�:�� fin° � S ��p � �: y W 17TH STREET ,- - 4 p V r iN �- 1 4 ?` '' \ 1 i; 4 T TV / \" �� ��H ` -TV T TV Q x �. EXIST. SIDEW z EXISTING RAW DEMOLITION - MILL PLAZA A Scale: 1 "= 10' -0" SP -1 4 10 11 .E-- f�. 4, / PROPERTY E-- T -1 , --__D - - MILL HOUSE , /SEE SHEETS MH -1 TO MH -10 / �� -1 777 - .. !r SLUIC •'Si SEE �� .. a► :- 4, t+r± INV CANAL RAI 0' EMOVAL 1�:E SHEET-1i; Ifl-gl WNW 01 01,11 _�i�,3 ��.��I� � .:%%r• -ice' �i� . :_L�ILi1����1�J�li����� r fr • + b MOVABLE BOLLARDS _•� t' E 4V IM r .,I `�'``r rrrrrrrrrr PROPERTY CURB & HANDRAIL, TYP,, � rrr�r • I� • d► LANDSCAPE, DRAIN BASIN 4 SITE PLAN - MILL PLAZA ITEMS OF DEMOLITION Item No. Item Description �1 LIMIT OF DEMOLITION, SAWCUT ALL HARD SURFACES OPROTECT ��� ♦ %' EXIS LANDSCAPING AND IRRIGATION AS REQ'D. O4 PROTECT STUBOUTS & DRAINS O5 REMOVE LANDSCAPING - STORE & PRESERVE TREES O REMOVE CONCRETE PAVING O7 REMOVE PARK BENCHES & STORE FOR REUSE O8 REMOVE FENCE /RAILING & STORE FOR REUSE O9 REMOVE BOULDERS & COBBLES 10 CANAL RAILING REMOVAL, SEE MILL HOUSE PLAN FOR DETAIL, SALVAGE PANELS TO CITY 11 REMOVE 1 FT. WIDE STRIP OF LANDSCAPING 12 PROTECT STAIRS & RAILING 13 PROTECT CATCH BASIN & DRAIN LINE 14 r x -- �� - 12 w. �.< A�, -•� l 1 _t7 -i, i S\ d II ` �� � '•'�:�� fin° � S ��p � �: y W 17TH STREET ,- - 4 p V r iN �- 1 4 ?` '' \ 1 i; 4 T TV / \" �� ��H ` -TV T TV Q x �. EXIST. SIDEW z EXISTING RAW DEMOLITION - MILL PLAZA A Scale: 1 "= 10' -0" SP -1 4 10 11 .E-- f�. 4, / PROPERTY E-- T -1 , --__D - - MILL HOUSE , /SEE SHEETS MH -1 TO MH -10 / �� -1 777 - .. !r SLUIC •'Si SEE �� .. a► :- 4, t+r± INV CANAL RAI 0' EMOVAL 1�:E SHEET-1i; Ifl-gl WNW 01 01,11 _�i�,3 ��.��I� � .:%%r• -ice' �i� . :_L�ILi1����1�J�li����� r fr • + b MOVABLE BOLLARDS _•� t' E 4V IM r .,I `�'``r rrrrrrrrrr PROPERTY CURB & HANDRAIL, TYP,, � rrr�r • I� • d► LANDSCAPE, DRAIN BASIN 4 SITE PLAN - MILL PLAZA ITEMS OF DEMOLITION Item No. Item Description �1 LIMIT OF DEMOLITION, SAWCUT ALL HARD SURFACES OPROTECT TAILRACE STUB �3 PROTECT LANDSCAPING, LIGHT STANDARDS, TRASH RECEPTACLES, WALL & FENCING, REMOVE AND REPLACE LANDSCAPING AND IRRIGATION AS REQ'D. O4 PROTECT STUBOUTS & DRAINS O5 REMOVE LANDSCAPING - STORE & PRESERVE TREES O REMOVE CONCRETE PAVING O7 REMOVE PARK BENCHES & STORE FOR REUSE O8 REMOVE FENCE /RAILING & STORE FOR REUSE O9 REMOVE BOULDERS & COBBLES 10 CANAL RAILING REMOVAL, SEE MILL HOUSE PLAN FOR DETAIL, SALVAGE PANELS TO CITY 11 REMOVE 1 FT. WIDE STRIP OF LANDSCAPING 12 PROTECT STAIRS & RAILING 13 PROTECT CATCH BASIN & DRAIN LINE 14 REMOVE LANDSCAPING & RE -ROUTE IRRIGATION AS NEEDED FOR INSTALLATION OF CATCH BASIN & APRON, PROTECT TREE AND ALL OTHER LANDSCAPING & IRRIGATION 12 13 14 1.5 1 Scale: 1 " =10' -0" CONSTRUCT MILL HOUSE SEE SHEET MH —i CONSTRUCT SLUICEWAY SEE SHEET WW 1 EXISTING CANAL PERIMETER WALL EXISTING CANAL I �I a m � u - i(/pi to p T 10 Op O N O {< m O h B 3 Q j 2 m R] N O Q 0 LL Q z c0 z 0 Cr U z cW J 06 ll! z Lu M r C) tt U) Fw�- � O � r Z u- __ J CL U z CONSTRUCT LANDSCAPING, O ` SEE SHEET LS -1 J f� INSTALL PRECAST DECORATIVE u_ 0 <� �� > BOLLARD WITH RAILING 0 :�E SEE SHEET DT -3 �7 L1JLJ MASONRY WALL � - I - EXISTING SIDEWALK U i PARK BENCH ! E EXISTING CURB I` I & GUTTER ELEV. 401.32 d ELEV. 401.50 � 1 1 i� -• ---_ �� •� r EXISTING CATCH BASIN & DRAIN SECTION - MILL PLAZA Scale: 1' 10`_0" u SHEET NO. �. 5 OF / 20F27 1 22 23 24 2 v� v� `j--1 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWINGOR DETAIL OF DEMOLITION, SAWCUT ALL HARD SURFACES INSTALL PARK BENCH DT1 DT 1 CONSTRUCT SIDEWALK, PLAIN, COLORED WITH MEDIUM BROOM WITH & SQUARE DIAGONAL "W GROOVES ON 45 °, DAVIS COLORS "HARVEST GOLD" #5084 E 1 LANDSCAPING AND IRRIGATION AS REQ'D. O PROTECT STUBOUTS & DRAINS OREMOVE a Q CONSTRUCT SIDEWALK WITH FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 45 °, DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX E p -1 O7 REMOVE PARK BENCHES & STORE FOR REUSE INSTALL REMOVABLE BOLLARDS C DT -1 O REVISE CANAL RAILING AND PILASTERS SHEET MH -1 CANAL RAILING REMOVAL, SEE MILL HOUSE PLAN FOR DETAIL, INSTALL PILASTERS & HANDRAILS & RETROFIT AND CONSTRUCT WROUGHT IRON FENCING SHEETS DT -3 11 CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SHEETS LS -1 TO LS -4 PROTECT STAIRS & RAILING CONSTRUCT MASONRY WALLS SHEETS DT -2 X , s REMOVE LANDSCAPING & RE -ROUTE IRRIGATION AS NEEDED FOR INSTALLATION OF CATCH BASIN & APRON, PROTECT TREE AND CONSTRUCT SEWER ITEMS SHEET MH -7 CONSTRUCT STORM DRAIN ITEMS SHEETS DT-2 ADJUST EXISTING CLEANOUTS AND MANHOLES TO GRADE COB STDS D -18, GP -1, MH -7 DEMOLITION - MILL PLAZA Scale: V=10'-0 Q \' 17TH STREET- G FENCE IAIN i 10 5 2.5 0 10 20 ITEMS OF DEMOLITION Item No. Item Description OLIMIT OF DEMOLITION, SAWCUT ALL HARD SURFACES O2 PROTECT TAILRACE STUB PROTECT LANDSCAPING, LIGHT STANDARDS, TRASH RECEPTACLES, WALL & FENCING, REMOVE AND REPLACE LANDSCAPING AND IRRIGATION AS REQ'D. O PROTECT STUBOUTS & DRAINS OREMOVE LANDSCAPING - STORE & PRESERVE TREES O REMOVE CONCRETE PAVING O7 REMOVE PARK BENCHES & STORE FOR REUSE O REMOVE FENCE /RAILING & STORE FOR REUSE O REMOVE BOULDERS & COBBLES 10 CANAL RAILING REMOVAL, SEE MILL HOUSE PLAN FOR DETAIL, SALVAGE PANELS TO CITY 11 REMOVE 1 FT. WIDE STRIP OF LANDSCAPING 12 PROTECT STAIRS & RAILING 13 PROTECT CATCH BASIN & DRAIN LINE 14 REMOVE LANDSCAPING & RE -ROUTE IRRIGATION AS NEEDED FOR INSTALLATION OF CATCH BASIN & APRON, PROTECT TREE AND ALL OTHER LANDSCAPING & IRRIGATION 2 SITE PLAN - MILL PLAZA Scale: 1 "= 10' -0" CONSTRUCT MILL HOUSE, SEE SHEET MH -1 CONSTRUCT SLUICEWAY SEE SHEET WW -1 EXISTING CANAL — PERIMETER WALL EXISTING CANAL-----ELEV. 401.00 M J r� CONSTRUCT LANDSCAPING, SEE SHEET LS -1 Nt INSTALL PRECAST DECORATIVE BOLLARD WITH RAILING SEE SHEET DT -3 14= - -�. MASONRY WALL — _ -- EXISTING SIDEWALK PARK BENCH i EXISTING CURB ELEV. 401.32 1 i__ d �& GUTTER EXISTING CATCH BASIN & DRAIN SECTION - MILL PLAZA Scale: 1 " =10' -0" �4 a w 'A\ 41- 0-1, C d z C' 0 o ~� N W T m 0 r'- -� a `m \ U_ C T O � CO � C5 rn co i. cn Q ) 11 Cu DO i� O w r A U CD lij Cf) v O _ cfj C O O d a i f � 0 E i � o � U N 4 ! i _w C N Q i!� Q a Q r a� F-0 �a m iii cn m 0 m S O E 6 I(� Z N CL T ¢'Q 00 200 � o cr z O Ir w W z cn J W z w U � n _J � uj ::) C/) O � = Z W _i li J CL C/) z Y O m J O O 2 Q U C� ,1 �.f t �1 SHEET NO. gpcl� OF 2 OF 27 LEGEND .0, �p`Lyp PROPOSED FINISHED GRADE ABBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN QL = CENTERLINE C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE ELEV, EL = ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK INV = INVERT M = MATCH MH = MANHOLE RG = ROUGH GRADE SD = STORM DRAIN SG = SUB GRADE STD = STANDARD STA = STATION TC = TOP OF CURB TOS = TOP OF SLOPE TW = TOP OF WALL W = SIDEWALK 2% SLOPE IN PERCENT REFER TO SHEET SP -1 FOR TOPOGRAPHY AND PROJECT LEGENDS REFER TO SHEET GP -1 FOR GRADING NOTES I SAWCUT ALL EDGES. GRADE ANC CONCRETE PAVING TO MATCH k PAVEMENT EDGES Q� _Ov GRADING NOTES 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING 12, THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO THEY MIGHT BE TREATED UNDER HIS DIRECTION. 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED SEPTEMBER 17, 2008, FILE NO. 08- 12642. ALL RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE PLANS. 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT OF DUST 12 13 14 AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND PLANNING DIRECTOR. 7 18 1 LLI 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS I PERTAINING THERETO, CALIFORNIA BUILDING CODE 2010 EDITION, CHAPTER 15.12.080 APPENDIX J - r- o N ER "EXCAVATION AND GRADING." O 2. SOILS ENGINEER, DESIGN ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR TO PLACING OF ANY MATERIAL. IC J J 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF i6,y`7/ BAKERSFIELD ORDINANCES. I Y 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO -0.05 AND +0.00 cc_ •moo w FOOT. IF THE SUBGRADE SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER n- Cr) COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT z m LIL Q THIS GRADING AT NO COST TO THE OWNER. 0 II / fir► 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL .iE m iiE 0 IQ m — `O 0 O UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. 0 �1 THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. N • 6. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD PLANS AND O 10 5 2.5 0 10 20 SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED MAY E 0 Q U 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. GRADING NOTES 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING 12, THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO THEY MIGHT BE TREATED UNDER HIS DIRECTION. 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED SEPTEMBER 17, 2008, FILE NO. 08- 12642. ALL RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE PLANS. 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT OF DUST 12 13 14 AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND PLANNING DIRECTOR. 7 18 1 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES DEPARTMENT /HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL PROTECTION AGENCY. ALL USED OIL AND OTHER WASTES SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 19. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), .A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 92- 08 -DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 7 3-/s U iv V '2 co i L (5 c))T o co rnrn c� o.��o i o m c LL �ccs 00 W O M cyj w N cf) U cp O T� c o 0 � T 1I c .Q 2 N i t_4 1 � 1 LLI I o N ER � O IC J J z i6,y`7/ z I Y Q cc_ •moo w 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES DEPARTMENT /HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL PROTECTION AGENCY. ALL USED OIL AND OTHER WASTES SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 19. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), .A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 92- 08 -DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. 7 3-/s U iv V '2 co i L (5 c))T o co rnrn c� o.��o i o m c LL �ccs 00 W O M cyj w N cf) U cp O T� c o 0 � T 1I c .Q 2 N i t_4 1 � 1 t �Q� �L SHEET NO. CPEI �] OF 3OF28 LLI I O IC J J z jj--T z I Y Q cc_ Q O.. Y n- Cr) z m LIL Q � 0 z I LL. .iE m iiE 0 IQ m — `O 0 O N 0 : c ;U nr- N a OU O o J E 0 Q U p: t �Q� �L SHEET NO. CPEI �] OF 3OF28 LLI O IC J J W_ z LL Y Q cc_ Q O.. Y n- Cr) z m LIL Q Q 0 z I LL. Y C r) U w nr- U J t �Q� �L SHEET NO. CPEI �] OF 3OF28 Ir LEGEND �p`Lhp PROPOSED FINISHED GRADE ABBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN CA- = CENTERLINE C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE ELEV, EL = ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK INV = INVERT M = MATCH MH = MANHOLE RG = ROUGH GRADE SD = STORM DRAIN SG = SUB GRADE STD= STANDARD STA = STATION TC = TOP OF CURB TOS = TOP OF SLOPE TW = TOP OF WALL W = SIDEWALK 2% SLOPE IN PERCENT REFER TO SHEET SP -1 FOR TOPOGRAPHY AND PROJECT LEGENDS REFER TO SHEET GP -1 FOR GRADING NOTES SAWCUT ALL EDGES. CONSTRUCT CONCI TO MATCH PAVEMENT ED SAWCUT ALL EDGES. GRADE AND CONSTRUCT CONCRETE PAVING TO MATCH NEW AND OLD PAVEMENT EDGES AND SLOPES \emu u _.E. i _ —D--7Z--_ -� -_-- -s I � O�7;� O� GRADING PLAN - MILL HOUSE Scale: 1"=101 GRADING NOTES 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING 12. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO THEY MIGHT BE TREATED UNDER HIS DIRECTION. 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED SEPTEMBER 17, 2008, FILE NO. 08- 12642. ALL RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE PLANS. 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT OF DUST 1 1'2 13 1'4 1'5 1 STREET R/W STREET STREET R/W AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND PLANNING DIRECTOR. _•� 1 „wp. wi 17 7 J. C--- jp i N U yy [i a� a 2 i p C�s ... it • � T Co Co rn� � . C: rD LL CD Co Co W _o U Co It iCo 00 f U pp s � T 0 2 � c6 m 0 0 T T n- { Q a C 0 -Q U L F- C y I ° Er ix ° W w N Co F 0 CL co T T m i° CC 0 O O N CO U ( Q O Cr �;U Z N d 0 12 Cr- IQ LL Q CO 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) PERTAINING THERETO, CALIFORNIA BUILDING CODE 2010 EDITION, CHAPTER 15.12.080 APPENDIX J - rrw^ VJ EXCAVATION AND GRADING." FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES✓ 2. SOILS ENGINEER, DESIGN ENGINEER /BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR TO DEPARTMENT /HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL PLACING OF ANY MATERIAL. O 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF , BAKERSFIELD ORDINANCES. 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO -0.05 AND +0.00 J J FOOT. IF THE SUBGRADE SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER w COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT z THIS GRADING AT NO COST TO THE OWNER. N �I 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES / PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL w NNW— UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. - 6. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD A D PLANS AND SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT 10 5 2.5 0 10 20 SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED MAY z 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF Q w CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON 0 SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. I � O�7;� O� GRADING PLAN - MILL HOUSE Scale: 1"=101 GRADING NOTES 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING 12. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO THEY MIGHT BE TREATED UNDER HIS DIRECTION. 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED SEPTEMBER 17, 2008, FILE NO. 08- 12642. ALL RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE PLANS. 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT OF DUST 1 1'2 13 1'4 1'5 1 STREET R/W STREET STREET R/W AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND PLANNING DIRECTOR. _•� 1 „wp. wi 17 7 J. C--- jp i N U yy [i a� a 2 i p C�s ... it • � T Co Co rn� � . C: rD LL CD Co Co W _o U Co It iCo 00 f U pp s � T 0 2 � c6 m 0 0 T T n- { Q a C 0 -Q U L F- C y I ° Er ix ° W w N Co F 0 CL co T T m i° CC 0 O O N CO U ( Q O Cr �;U Z N d 0 12 Cr- IQ LL Q CO 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) rrw^ VJ FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES✓ i) DEPARTMENT /HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL O SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. 2 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS (] J J `•..� w z LL U) SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. J w �B ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ �G ORDER NO. 92- 08 -DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT z m 11 Q w Q 0 z � F— J Y CD U w w rr U J J_ 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES✓ ;\y DEPARTMENT /HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL PROTECTION AGENCY. ALL USED OIL AND OTHER WASTES SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT'FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. `•..� UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED�r"', SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 19. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE �B ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ �G ORDER NO. 92- 08 -DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION J SHEET NO. DURING NORMAL CONSTRUCTION HOURS. OF • S 3OF28 14' -443 " 6, -98" 13)-31) v 14" TYP. 1 N Co ��- ' 0 ' ' Li ' 1 _ - -J 1 17' -4" `-_ ' CV tE R LIGHT IRON 8' -8" 4' -9" 3' -11" )0 4 E CDETAIL G I H_ 1 1 Co Elt I � I I DECORATIVE WROUGHT 12" ! 12" 1 IRON GATE ' 2" OFFSET SEE DETAIL G I 1'-6" DEEP T -3 i AT BUILDING ' a o PERIMETER H- N I r_ ' 17" TYP. FOOTING LINE ' i ' � 607 S.F. , 2' -0" 1 I `- ELEV. 401.50 SHEARWALLS AND ANCHORAGES B - SEE DETAIL E I F.F. ELEV. 401.50 ' H- A - - - - - - - -- -- - - - - I 12" ' r_ J H- 12" N 1' -8" DEEP 2' -0" REMOVE CANAL 1' -0" 2' -6" H I~- =,( I " RAILING PANELS I -- 04 ; - r - r___ & FENCE POSTS. , —�' - — `�' J SALVAGE TO CITY 1 I-�_ DESIGNATED SITE I E A1_ I ll 2' 2' -0" o STOREFRONT WALL y HOUSING FOR r�— 4" SLAB W/ #3 N 2' -0" DEEP i �' WHEEL MECHANISM I @ 12" EA. WAY -- SEE ELEVATION 1 p OVER MEMBRANE ,------ - - - - -- ----- - - - - -- Q3 OVER 2" SAND ,__ -, _ -- - -- - -- _ - - - - -- ------ - - - - -, I - - - - -- _ 00 co o I I ------------ - - - - -- - - - -- j L - -- -- I- - ✓ UNISEX I r� -- ; - - - -- po TOILET , 11' -4" I ' ' 9, -3» I I I i 1 TRASH ' DOWEL UP o � -MECHE 5/8" X 10" REBAR FOR ► -�-PLA a, R�- ENCLC ANCHORS AT, ; BLOCK WALL u l i E CENTERS o - I i I L------------------------------------ 1 69-8" 13, -2" 5' -6" 25' -4" WROUGHT IRON '_6" 13' -2" SEECDETAIL o f 25-0" n FOUNDATION PLAN A FLOOR PLAN - GROUND LEVEL Scale: 1/4" =1' -0" MH- ; �f l Scale: 1/4" =1' -0" ✓ NOTE: CONTINUOUS WALL SHEATING IS REQUIRED OVER ENTIRE FRAME: 3/8" CDX PLYWOOD WITH EDGES BLOCKED AND WITH 8d COMMON NAILING AT 6" O.C. FOR EDGES AND 12" O.C. FOR PANEL FIELD. 2x6 STUD WALL VENEER y "X10" ANCHOR BOLT CONTINUOUS WALL OTH NUT & WASHER SHEETING, SEE @ 5 -0 O.C. MAX. r NOTE ABOVE 2x6 SILL PLATE TOOLED EDGE 4" CONCRETE SLAB r SACK FINISH ON WITH #3 @ 12" EACH WAY OVER MEMBRANE REVEALED FOOTING OVER 2 SAND ° EXPANSION JOINT di SEE DETAIL F ELEV. 40150 4 4" o a \�\ VARIES a • 2" v ..d / I 2» #4 REBAR DETAIL - BUILDING FOOTING Scale: 3/4" =1' -0" SEALED EXPANSION JOINT ELEV. 401.45 1 N 8" SLOPE SIDEWALK AWAY FROM BUILDING DETAIL - FOOTING F Scale: 3/4" =1' -0" H- WATERWHEEL SEALED EXPANSION JOINT 3' -9" 7' -0" Q 18 R�. @ QB » 6 , -4` -0» 7 29' -6 16 T. 1@ 1 °1 Q NORTH P.L. >30' 10SXs30 = NR 1 HR. PROVIDED TABLE 602 SOUTH P.L. =20' 10sXs30 = 8" Q DOOR LABEL QB WINDOW LABEL SEE SHEET MH -6 FOR DOOR & WINDOW SCHEDULES 17' -0" FLOOR PLAN - SECOND FLOOR Scale: 1/4" =1' -0" MILL CREEK LINEAR PARK - MILL HOUSE 610 17TH STREET CODE ANALYSIS TYPE OF CONSTRUCTION: V -A OCCUPANCY USE: M BUILDING AREA: 7, -0" CODE REFERENCE 303.1 EXCEPTIONS: 1 607/18000 +394/18000= 0.034 +0.022= 0.056 <1 = OK w_ 11 O m �Q d O .9 Z m LL 0 ALLOWABLE HEIGHT /STORIES: 50'/3, 29' -6 "/2 PROPOSED TABLE 503 FRONTAGE: Q NORTH P.L. >30' 10SXs30 = NR 1 HR. PROVIDED TABLE 602 SOUTH P.L. =20' 10sXs30 = 1 HR. 1 HR. PROVIDED TABLE 602 EAST P.L. >30' 10sXs30 = NR 1 HR. PROVIDED TABLE 602 WEST P.L. >30' 10SX<30 = NR 1 HR. PROVIDED TABLE 602 OCCUPANT LOAD FACTOR: Q = o6 m J OCCUPANCY AREA /FACTOR LOAD O M: 1001/100 GROSS 1 11 1 TABLE 1004.1. ��� N 4 „� ; - ; MHA. SPRINKLERED: NO / \` ® EXIT REQUIREMENTS: REQUIRED PROVIDED 8” DOOR= 1 2 TABLE 1019.2, TABLE 1015.1 17" MIN. 3' -6" MIN. 12" STAIRS 36" WIDTH 36" WIDTH 1009.1, EXCEPTION 1 MAX. ENLARGED FLOOR PLAN PLUMBING REQUIREMENTS: DETAIL - FOOTING G UNISEX TOILET D SINGLE UNISEX RESTROOM TABLE 2901 Scale: 3/4" =1' -0" WH-V Scale: 1/2" =1' -0" H- t 11 12 1 1 14 15 16 1 , 1 A 19 20 21 22 23 24 CO Ch d d V �t z w s co IU i T � N c � Q a m U (j C T o o M CU °' CO W o T 5 co 'om .� U C0 y CO C r 0 2� C'6 c C) 0 � m - -- °- l o .Q E s o o ii (o 1 pmUQ1 m Q ir Q w_ 11 O m �Q d O .9 Z m LL 0 N n N N Q (D z Q 0- 0 W O O C/) U) W O LL Q = o6 m J Z IL O 0 Q U z D O U- Cho A qj L SHEET NO. R n1:1� OF 4OF27 0-1- 14" TYP. 4 -�-- N F- ❑ 0 i� 12" 0 WON 14' -44" 17' -4" 4' -9" r--j- -� 1 --F— I I I I I I • • i'7 I I 1 j � I I t - - - -J 12" 12" \1 DECORATIVE WROUGHT IRON GATE 2" OFFSET » SEE DETAIL G "AT BUILDING 1 -6 DEEP I T- 1 PERIMETER z N 17" TYP. FOOTING LINE ,- „ � � - 2 0 SHEARWALLS AND ANCHORAGES _ SEE DETAIL E a H- A F.F. ELEV. 401.50 I I N I r- J H- I 12" N 1' -8" DEEP 2' -0" REMOVE CANAL RAILING PANELS''! & FENCE POSTS. SALVAGE TO CITY I ' ' I I I � DESIGNATED SITE N I o STOREFRONT WALL----- - I HOUSING FOR �- 4" SLAB W/ #3 - 2' -0" DEEP N SEE ELEVATION 12 EA. WAY E ATIQN OVER MEMBRANE �- OVER 2" SAND _ _ d ----- - -_ - -- I I 1 g'—O» r� I I I I I I I I 1 12 „1299 r -- - - - - -- I I CID I N - - -- - - - 1 I I I I - N 01 I ------------ - - - - -- - - -- i j L - -- -� - - - -� - - - -- I I 11' -4” I I I 1 f I I I L , -5/8" X 10" DOWEL UP OR i I 1 ANCHORS AT, BLOCK WALL d- 1 CENTERS i '-'-' _ IL - - -- ------------------ - - - - --r I , I I L----- -------------------------------- I 5' -6" 25' -4" WROUGHT IRON FENCE SEE DETAIL p T -3 FOUNDATION PLAN /" A� " Z\ NOTE: SEE „E FOR HOLDOWNS H- 0 0\� O TE: CONTINUOUS WALL SHEATING IS REQUIRED OVER NTIRE FRAME: 3/8 CDX PLYWOOD WITH EDGES BLOCKED AND ITH 8d COMMON NAILING AT 6" O.C. FOR EDGES AND 12" O.C. FOR PANEL FIELD. 2x6 STUD WALL VENEER � "X10" ANCHOR BOLT CONTINUOUS WALL 9TH NUT & WASHER SHEETING, SEE @ 5'-0" O.C. MAX. NOTE ABOVE * = DBL STUD ABOVE &BELOW WITH SIMPSON MST37 STRAP WITH 22 - 16d TOTAL zl� 2x6 SILL PLATE ° SEALED EXPANSION TOOLED EDGE 4" CONCRETE SLAB o JOINT C WITH #3 ® 12 EACH cn SEE DETAIL F SLOPE SIDEWALK SACK FINISH ON WAY OVER MEMBRANE T -1 AWAY FROM REVEALED FOOTING OVER 2 SAND Q ELEV. 401.45 BUILDING EXPANSION JOINT SEE DETAIL F ELEV. 401.50 `4„ w� 4» VARIES \ 2„ #4 REBAR 8„ 1' -5" DETAIL - BUILDING FOOTING E DETAIL - FOOTING F Scale: 3/4" =1' -0" Scale: 3/4" =1' -0" H- ELEV. 401.45 1.04% r� 8" E HT IRON DETAIL 1' -0 21) IL = 1 1 1 1 ZoNo A ^ 2 O 1 I I � 1 �- 1 I � G 607 -- S.F. � �D ELEV. 401.50 ►� I B I F� ' 4' -2" 2, -6 „ H- 1 � 1 1 I E H- H 1 I RAILING H zp g, -8» --- O o 0 - - -- - Q U co 2" ; o Co - N C UNISEX TOILET g,_3» -PLANTER- /1\ RASH/ O4 MECHANICAL-- - ENCLOSURE 1 1 Co I z t- --MASONRY WALL 6' -6„ 13' -2„ 25-0" FLOOR PLAN - GROUND LEVEL B l ��� Scale: 1/4" =1' -0" M H-1 1 - SEALED EXPANSION JOINT SEE DETAIL F T -1 2 ;� N 4» r- DETAIL - FOOTING G Scale: 3/4" =1' -0" H- 11 12 13 14 o0 i WATERWHEEL 5' -4" r- EXIT PATH CD 17' - (1" O DOOR LABEL © WINDOW LABEL M 18-000 S.F. 394 S.F. TABLE 503. O NORTH P.L. >30' 10SXS30 = NR 1 HR. PROVIDED TABLE 602 •� .�. SOUTH P.L. =20' 10SXS30 = 1 , TABLE 602 00 EAST P.L. >30' 10sXs30 = NR 1 HR. PROVIDED Mill I ' r WEST P.L. >30' 10SXs30 = NR 1 HR. PROVIDED TABLE 602 /1\ RASH/ O4 MECHANICAL-- - ENCLOSURE 1 1 Co I z t- --MASONRY WALL 6' -6„ 13' -2„ 25-0" FLOOR PLAN - GROUND LEVEL B l ��� Scale: 1/4" =1' -0" M H-1 1 - SEALED EXPANSION JOINT SEE DETAIL F T -1 2 ;� N 4» r- DETAIL - FOOTING G Scale: 3/4" =1' -0" H- 11 12 13 14 o0 i WATERWHEEL 5' -4" r- EXIT PATH CD 17' - (1" O DOOR LABEL © WINDOW LABEL SEE SHEET MH -6 FOR DOOR & WINDOW SCHEDULES —IN ry A r- i r- Q J l N U =1N I 1 � I I 48 x30 ° o CLEAR , - - - - -- - --1 I FLOOR SPACE Q CI _ d 17" N. �_ 3' -6" MIN. MAX. ENLARGED FLOOR PLAN UNISEX TOILET j Scale: 1/2" =1' -0" 15 16 18 FLOOR PLAN - SFr.nNn Fi nnR Scale: 1/4" = V -01" MILL CREEK LINEAR PARK — MILL HOUSE 610 17TH STREET CODE ANALYSIS TYPE OF CONSTRUCTION: V —A OCCUPANCY USE: M BUILDING AREA: Al 1 OWARI F ARFA ppnpngrn CODE REFERENCE 303.1 EXCEPTIONS: 1 A x n N S � S � �i O Uv' T o� 0) U W o T .� U U 4 cn L! i 00 .;.as m cp �. U Co �c �o �C: o 0 � Qm I Ia ,Z O Q j5 j N io 0 j I o °' <o'o° Cr m Iz m N rn� V ) z Q J CL 0 cc Li O ILL U O W o O LL Q o6 M J L1.. —1 Z O _O U Q 0 z 1st 18,000 S.F. 607 S.F. TABLE 503 50'/3, 29' -6 "/2 PROPOSED TABLE 503 18-000 S.F. 394 S.F. TABLE 503. O NORTH P.L. >30' 10SXS30 = NR 1 HR. PROVIDED TABLE 602 •� .�. SOUTH P.L. =20' 10SXS30 = 1 , 607/18000 +394/18000= 0.034 +0.022= 0.056 <1 = OK U_ ALLOWABLE HEIGHT /STORIES: 50'/3, 29' -6 "/2 PROPOSED TABLE 503 FRONTAGE:, NORTH P.L. >30' 10SXS30 = NR 1 HR. PROVIDED TABLE 602 •� .�. SOUTH P.L. =20' 10SXS30 = 1 HR. 1 HR. PROVIDED TABLE 602 00 EAST P.L. >30' 10sXs30 = NR 1 HR. PROVIDED TABLE 602 ' r WEST P.L. >30' 10SXs30 = NR 1 HR. PROVIDED TABLE 602 OCCUPANT LOAD FACTOR: OCCUPANCY AREA /FACTOR LOAD M: 1 01 1 0 GROSS 11 TABLE 1004.1.1' SPRINKLERED: NO Oda EXIT REQUIREMENTS: REQUIRED PROVIDED w DOORS 1 1 2 1 TABLE 1019.2, TABLE 1015.1 STAIRS 36" WIDTH 36" WIDTH 1 1009.1 EXCEPTION 1 SHEET NO. PLUMBING REQUIREMENTS: SINGLE UNISEX RESTROOM E� TABLE 2901 o OF 4 OF 27 24 2'>_ 30 EXPOSED BEAMS --- - SEE DETAIL I TYP. H- EXPOSED RAFTER -� ENDS, TYP. 6" POPLAR SHIPLAP - ---- -- SIDING, TYP. 2x4 POPLAR TRIM DECORATIVE BEAM, TYP. WROUGHT IRON FENCE SEE DETAIL :J 12 ,z[17 CULTURED Loioo STONE FACADE o COLUMN WITH - I CULTURED STONE I FACADE F.F. ELEV. 401.50 r 9 12 IINS& 12 STANDING SEAM STEEL ROOF 1" TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS FOUNDATION REVEAL SEE DETAIL F = - _ H -1 MILL HOUSE ELEVATION - NORTH A Scale: 1/4" =V-011 H- FALSE TIMBER HEADER SEE DETAIL A H- - DECORATIVE WROUGHT IRON FENCE SEE DETAIL G H- DECORATIVE WROUGHT IRON GATE C) SEE DETAIL G D -3 o,j o r- -WATER WHEEL &SLUICE o SEE SHEETS WW -1 TO WW -6 CULTURED STONE VENEER, LEAVE OFF WHERE VENEER WOULD IMPEDE GATE OPERATOR EXISTING CANAL PERIMETER WALL & ROCKSHELF MILL HOUSE ELEVATION -SOUTH /`*C1 Scale: 1/4" =1' -0" ROUND TOP GABLE LOUVER - VENT (DECORATIVE), 15 "Wx24 "H, AMERICAN LOUVER AND VENT COMPANY (4 TOTAL) 12 DNA, 6" POPLAR SHIPLAP- - SIDING, TYP. CE BAY WINDOW 2x4 POPLAR TRIM 2Y2%24" CULTURED — STONE WAINSCOT CAP, TYP. DECORATIVE WROUGHT IRON FENCE SEE DETAIL L DT-3 VENEER STONES --" TO REPRESENT ARCH ■ %/� CULTURED STYE FACADE / + v e SEE ROOF AND FRAMING t® PLANS SHEET MH -3 COY . EXPOSED BEAMS ----� SEE DETAIL I TYP. H- FALSE TIMBER HEADER, SEE DETAIL A H- 6" POPLAR SHIPLAP SIDING, TYP. COLUMN WITH CULTURED STONE FACADE I uNo O i 12 �17 12 \N12 -= ML I ICI■ IN R, M. 1 ���j`��`•r� - �I�■r■■I��I��i I�■sl I - I I I I - O MILL HOUSE ELEVATION - EAST Scale: 1/4" =1' -0" i will Ill 1111 11111111 -1 .1 9, wgiff, — wl�_ ITHA wil 01 WX 261wrill 261 0-2—mm P1 _011INNEEN F 116, 172. CULTURED TOP OF EXIST. CANAL—" STONE FACADE WALL ELEV. 401.00 0 PLACE CULTURED STCNE-`/ -1 VENEER ON WHEEL PYLON* 04 SEE DETAIL HOUSE MILL • L Scale: 1/4" =1' -0" 11 12 13 11 15 16 1 1F 19 2b 21 22 Y "0° fAISE TIMBER HEADERS SEE DETAIL /1 H 2Y "x24" CULTURED STONE WAINSCOT CAP 2Y2%24" CULTURED STONE WAINSCOT CAP 10 "x2Y" CULTURED STONE WAINSCOT CAP MASONRY WALL FOR TRASH & MECHANICAL ENCLOSURE SEE DETAIL L H- = ° 8 4" - CID 1' - SCREEN VENT FOR AIR CONDITIONERS SEE DETAIL M NOTE: *CULTURED STONE VENEER TO BE H-5 PLACED ON CANAL FACE OF THE WHEEL PYLON ADJACENT TO EXISTING CANAL WALL .. 28 c(3 � N 6� co � v d z•' x 01) � U V Q U_ L T CO rn C'o Cz C .� m W o C5 Co C' O '- � CEO o� i f 0 .Q N 0 0 N oc �- - -.m .LJ Z5 VI Ri SHEET NO. ��a� OF 5OF27 o 0 0 W I— ILL � /^, vJ W^/' \Q/ w i z / W Q m = cOD LL 0 S m lon Z ° N m ui 4 X�n� 01 Q a) ! = 01O �- - -.m .LJ Z5 VI Ri SHEET NO. ��a� OF 5OF27 z 0 0 W I— ILL � /^, vJ W^/' \Q/ w w / W Q m = W LL 0 J 4�5 CC 0 U W X W �- - -.m .LJ Z5 VI Ri SHEET NO. ��a� OF 5OF27 CT) EXPOSED BEAMS —� SEE DETAIL I TYP. Hy- EXPOSED RAFTER --` ENDS, TYP. 6" POPLAR SHIPLAP- SIDING, TYP. 2x4 POPLAR TRIM �I -_l DECORATIVE BEAM, TYP. WROUGHT IRON FENCE SEE DETAIL 12V CULTURED Lnioo STONE FACADE o COLUMN WITH - i CULTURED STONE FACADE F.F. ELEV. 401.50 • 7 FOUNDATION -� REVEAL SEE DETAIL F H -1 MILL HOUSE ELEVATION — NORTH Scale: 1/4" =V-0" 12 IQ 12 • STANDING SEAM STEEL ROOF 1" TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS ALSE TIMBER HEADER SEE DETAIL A \�Hy- DECORATIVE WROUGHT IRON SEE DETAIL �i% • r DECORATIVE WROUGHT I� !�! ►_ SEE DET IL ,—WATER WHEEL & SLUICE SEE SHEETS WW-11 TO WW-i �. 1 STONE VENEER, LEAVE OFF WHERE VENEER L ' �i ► WOULD IMPEDE OPERATOR EXISTING CANAL PERIMETER WALL & ROCKSHELF MILL HOUSE ELEVATION —SOUTH rC---� Scale: 1/4" =V-0" N STONE %`FACADE d SEE ROOF AND FRAMING PLANS SHEET MH--3 EXPOSED BEAMS ---�- SEE DETAIL I TYP. "H- FALSE TIMBER HEADER, SEE DETAIL A H- 6" POPLAR SHIPLAP SIDING, TYP. COLUMN WITH ---- CULTURED STONE FACADE L, i rn i CULTURED STONE FACADE 17 1 MILL HOUSE ELEVATION — EAST 50 TOP OF EXIST. CANAL WALL ELEV. 401.00 Scale: 1/4" =1' -0" �sr Ems 1 ° PLACE CULTURED STONE----/ VENEER ON WHEEL PYLON "' SEE DETAIL J MILL HOUSE ELEVATION — WEST Scale: 1/4" =1' -0" x I OF WH a a a ALSE TIMBER HEADERS SEE DETAIL A H- y"x24" CULTURED ;TONE WAINSCOT CAP 2Y "x24" CULTURED STONE WAINSCOT CAP 10 "x2y2" CULTURED STONE WAINSCOT CAP MASONRY WALL FOR TRASH & MECHANICAL ENCLOSURE SEE DETAIL L H- j 00 SCREEN VENT FOR AIR CONDITIONERS SEE DETAIL M H -5 NOTE: *CULTURED STONE VENEER TO BE PLACED ON CANAL FACE OF THE WHEEL PYLON ADJACENT TO EXISTING CANAL WALL t1 - G, F• i vC? �o W a) iu � o W ` U o co U 2 T U o c° m� U C - zs a W 6 0 T .� C �� IOU _ "' U pp IWO - C T 2 C'6 C) CL ml C 0 0 C O N Vh` SHEET NO. OF 5OF27 z o O w I-- LL w Q W o � Q w o J fr i O Fr U w X w E ;0; n iI 0 m Z CO N C ❑ Cr 0 ILL OU 0 m CL D fQ (.) Vh` SHEET NO. OF 5OF27 z o O w I-- LL w Q W o W � Q w m J fr O O Fr U w X w Vh` SHEET NO. OF 5OF27 m r- EXPOSED BEAMS - SEE DETAIL ri EXPOSED RAFTER - ENDS, TYP. 6" POPLAR SHIPLAP SIDING, TYP. 2x4 POPLAR TRIM — DECORATIVE BEAM, TYP. WROUGHT IRON FENCE SEE DETAIL 12 '2D CULTURED Lobo STONE FACADE o COLUMN WITH - CULTURED STONE � FACADE F.F. ELEV. 401.50 2 FOUNDATION --' REVEAL SEE DETAIL F H -1 MILL HOUSE ELEVATION - NORTH Scale: 1/4" = V -0" L1 0 12 IQ 12 STANDING SEAM STEEL ROOF 1" TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS FALSE TIMBER HEADER SEE DETAIL A H- -DECORATIVE WROUGHT IRON FENCE SEE DETAIL G H- DECORATIVE WROUGHT IRON GATE SEE DETAIL G DT -3 ,- -WATER WHEEL & SLUICE SEE SHEETS WW -1 TO WW -6 CULTURED STONE VENEER, LEAVE OFF WHERE VENEER WOULD IMPEDE GATE OPERATOR MILL HOUSE ELEVATION - SOUTH �C� Scale: 1/4" =V-0" EXISTING CANAL PERIMETER WALL & ROCKSHELF c C\ VVLIVI \LV STONE FACADE SEE ROOF AND FRAMING PLANS SHEET MH -3 EXPOSED BEAMS ----� SEE DETAIL I TYP. H- • FALSE TIMBER HEADER, SEE DETAIL A " H- 6 POPLAR SHIPLAP ----, SIDING, TYP. COLUMN WITH CULTURED STONE FACADE Lo I to Loloo ° i MILL HOUSE ELEVATION - EAST `! `F.F. ELEV. 401.50 CULTURED TOP OF EXIST. CANAL-' STONE FACADE WALL ELEV. 401.00 i Scale: 1/4" = V -0" mi ° PLACE CULTURED STONE-/ r VENEER ON WHEEL PYLON* `I' SEE DETAIL J MILL HOUSE ELEVATION - WEST Scale: 1/4" =V-0" ALSE TIMBER HEADERS SEE DETAIL A H- Y "x24" CULTURED TONE WAINSCOT CAP 2Y2 "x24" CULTURED STONE WAINSCOT CAP 10 "x2Y" CULTURED STONE -- WAINSCOT CAP _ MASONRY WALL FOR TRASH & MECHANICAL ENCLOSURE SEE DETAIL L <<s �N111A .� OF WHEEL . - -�`� o - -_ • 0 •C 8" 4„ SCREEN VENT FOR AIR CONDITIONERS SEE DETAIL M H -5 NOTE: *CULTURED STONE VENEER TO BE PLACED ON CANAL FACE OF THE WHEEL PYLON ADJACENT TO � EXISTING CANAL WALL i'9 5 y O � N \ U 4 Q Cc 4 � CUv' T o c0 Co � C� Uao Co co •� m W o T coo � � LIJ :► o ,- ��. •�� coo O 0 T iT � m ¢ a Q I z i U Cr } o Z U W Cn ' Q o U p o Z N LL Q � t o Co O N o Z CO LL D O �'m V O o < CD O C v Z d Q Q O LE O; 0 cD O _0 W f— Q LT W oC W:D W 0 Q W M J Cc O _O W U E- X W �NN L� i A' ��► ;i� v �G SHEET NO. UVLJ no C� OF 5OF27 Q0 N Co Co STANDING SEAM ROOF WITH RIDGE, HIP, AND VALLEY CLOSURES 30# FELT :Nc O I 22' -6" ' 19' -0" ° -i 1,_0» 1, —o,' 4X1 I N� i r - - - -- - -- - - - - -- I rte` ---- - - - - -� � I m !I 5' -6» �® I w � ' U O w m o STANDING SEAM ROOF; Q Cr ,L O OVER 30# FELT OVER ► ' ' �» BCX PLYWOOD X N ROOF SHEATHING LL O OVER TRUSSES AND I I , PURLINS ,I I ' I ' ' ' 9_12 ' 8:12 i 8:12 I 7' -6" I I I �-- J , I , I ' I�----------- - - - - --— I-------------- - - - --1 I I I I � I I : X12 �----1 II , I , I I o J L N.- - - - - -- ' I I -------- - - - - -- 17.12' ; � I - - - - -J - -------- - - - - -- - - - - - -- -- - - - - -- - - - - -- ------------------ - - - - -� CV 1' -6" $ » BCX PLYWOOD ROOF SHEATHING 28' -0" ROOF - PLAN GH Scale: 1/4" =1' -0" - , r-I r=p DETAIL - TRUSS NO. 2 � SIM CUP BOTH 'siDEs Scale: 3/8" =1' -0" H- (4 PER TRUSS) � CONNECTION' EI 2 "x1, SIDES, EXTEND 2x4 PURLINS TO 2X6 FASCIA 2x6 FASCIA FRAME UP GABLE WALL TO BOTTOM OF PURLINS DETAIL - TRUSS NO. 1 Scale: 3/8" =1' -0" SIMPSON CLIP �..... ,..��., (4 PER TRUSS) CONNECTION DETAIL - TRUSS NO. 1 AIL - 3" NO. 2 d- N N IN FRAME UP GABLE WALL TO BOTTOM OF PURLINS 2x4 CRIPPLE RAFTERS 2x4 HIP RAFTER m 6x12 CRIPPLE BEAM, TYP. LET -IN 2x4 VALLEY RAFTER TO CLOSE PURLINS 2x4 JOISTS --� 6x12 CRIPPLE 2x4 CRIPPLE 2x4�,HI' RAFTER BEAMS, TYP. RAFTERS { NOTE: ALL WINDOW AND DOOR HEADERS ARE 6X8 DF #1 MINIMUM ROOF FRAMING - PLAN SIMPSON LSTHD8 WITH 20 16d SINKERS TO DBL STUD BOTH BOLTS =RS, TYf. Scale: 1/4" =1' -0" j -. %"X1O" ANCHOR BOLTS WITH NUT & WASHER ® 5' -0" O.C. MAX. ON FOUNDATION PERIMETER ANCHORAGES Scale: 1/4" =1' -0" 16 SIMPSON LSTHD8 WITH 20 16d SINKERS TO DBL STUD SIMPSON STRONGWALL SW 48X9 --, 6x12 CRIPPLE BEAM, TYP. 2x6 FASCIA 20 HIP RAF 2x4 CRIPP RAFTERSL EXTEND 2x4 PURLINS TO 2X6 FASCIA FRAME UP GABLE WALL TO BOTTOM OF PURLINS 1Ys" TONGUE & GROOVE- ---" PLYWOOD FLOORING ATTACH WITH CONSTRUCTION GLUE AND SCREWS SIMPSON LSTHD8 WITH 20 16d SINKERS TO DBL STUD 1Y" TONGUE & GROOVE PLYWOOD FLOORING, ATTACH WITH CONSTRUCTION GLUE AND SCREWS 2x12 BLOCKIN SIMPSON LSTHD8 WITH 20 16d SINKERS TO DBL STUD 0121 BEAM C ROOF FRAMING - PLAN PORCH ROOF Scale: 114" =1' -0" 202 BLOCKING 6X12 BEAM DF #1 2x4 JOISTS J DF 1 @ 4' o" DBL. TOP PLATE U m N W ® m N N X LL_ ro Q X N BEAM HANGER, f TYP. 6X1-6 BEAM DF #1 - -- tX4W QF 2 ® 24" 0 4X1 I ® 4'- 1 " _ m 0 m !I ..J d. �® LL Ir w � 0 z U O w m o T J Q Cr ,L O LL >- I` X N _ - LL O X �j< m X 012 BEAM DF #1 NOTE: ALL WINDOW AND DOOR HEADERS ARE 6X8 DF #1. MINIMUM 2ND FLOOR FRAMING Scale: 1/4" =1' -0" ZA CD Lu ad6 z° Ua 20 HIP RAFTER i N i U I� 0 Cu U Cr C L r U a M —2x4 RAFTER Q 2 0 2, -0" O.C. .� •0 m LLI U�Co � Co M c O Co 2 C N o 0 W T lI m 00 i � /sN 4X1 FJ DF#1 ® 4'- 1 " o .Q m m !I ..J d. �® LL Ir w � 0 z Y O Q ° ° 012 BEAM DF #1 NOTE: ALL WINDOW AND DOOR HEADERS ARE 6X8 DF #1. MINIMUM 2ND FLOOR FRAMING Scale: 1/4" =1' -0" ZA CD Lu ad6 z° Ua 20 HIP RAFTER i N i U I� 0 Cu U Cr C L r U a M —2x4 RAFTER Q 2 0 2, -0" O.C. .� •0 m LLI U�Co � Co M c O Co 2 C N o 0 W T lI m 00 i � /sN A s cam - z NC Q� J SHEET NO. mn ° 0 OF COF27 !� z o .Q !I ..J d. W LL Ir w � 0 z Y O Q ° ° T J Q Cr ,L O LL >- I` 06 o LL O O i r, fi i 4 , o Z °' mI o m U � [] N o° C C�6o 3 0 �0 m m N N c0 N 0 16 c0 A s cam - z NC Q� J SHEET NO. mn ° 0 OF COF27 U) z ..J d. W LL Ir w � 0 z Y O Q ° ° T J Q Cr ,L O LL >- I` 06 V LL O O A s cam - z NC Q� J SHEET NO. mn ° 0 OF COF27 O I QO N I STANDING SEAM ROOF WITH RIDGE, HIP, AND VALLEY CLOSURES 30# FELT CIO I i ■ p- r--IN N I a, � \ 22' -6" N 19' -0" 17 6X8 DF #1 r�Co 13, -0» 3TO SIMPSON A35 ® 2' -0" O.C. DETAIL - TRUSS NO. 2 2X BLOCKING W Scale: 3/8" =1' -0" PLY EDGE NAIL 00 1,, I i 1J S- G SIMPSON CLIP (4 PER TRUSS) CONNECTION DETAIL - TRUSS NO. 2 2 "x1 /4" STEEL PLATE BOTH 1 SIDES, WITH 3/4" STD BOLTS WITH NUT AND WASHERS, TYP. 'S VT � E e FRAME UP GABLE WALL TO BOTTOM OF PURLINS 0 cD I ire 4� ,� x I L 8 1-100 Co °46'12" I ' W m �® N — t . n. 34 °�6 .=1N _ Ir - - - -- --- - -- - - - - -- r -- �N--- ---- - - - - -- \\ / = J 0 m -� - SIMPSON MSTI26 LL 6X10 DF #1 Co N - X _F_ U ) COF N 17' -0" �1 I ' SIMPSON A35 2' -0" 5-6" - TRUSS NO. 1 F SIMPSON BOTH TRUSS 2X BLOCKING Wf PLY EDGE NAIL Scale: 3/8" =1' -0" H- (4 PER TRUSS) RAFTER d , < NOTE• L cD Co C Co STANDING SEAM ROOF 0 W 6 > n 1 U+� co Co OVER 30# FELT OVER �I LJJ .� Co •o ' �: / BCX PLYWOOD 0 0 ROOF SHEATHING m — — Q _ i_ OVER TRUSSES AND I PURLINS 1 I , ' 9.12> I 8:12 � 8:12 I I I I 71-61) I _r'_J ' , J I I I L------------ -J - - -- F------------ � I � I - - - --� I I I I I I ' I N I I I :'12 �---------------------- -------------- I " - - - -'I - - - - -- I 1?2: I I f II r_J I F-----7 -- , I , - - - - -� I I I I r 1 I I I ------- - - - - -- --- - - - - -- - 17:12 �— 11 17:12 .' _`=�- ------------------ I I -------- - - - - -- — - - - - -- - - - - -J I - - - - - -- -- - - - - -- - - - - - -- N ----------- - - - -J. N 1 —6 „ %” BCX PLYWOOD ROOF SHEATHING 28' -0" ROOF - PLAN A Scale: 1/411 =1' -0" WHT , 17 6X8 DF #1 r�Co 13, -0» 3TO SIMPSON A35 ® 2' -0" O.C. DETAIL - TRUSS NO. 2 2X BLOCKING W Scale: 3/8" =1' -0" PLY EDGE NAIL 00 1,, I i 1J S- G SIMPSON CLIP (4 PER TRUSS) CONNECTION DETAIL - TRUSS NO. 2 2 "x1 /4" STEEL PLATE BOTH 1 SIDES, WITH 3/4" STD BOLTS WITH NUT AND WASHERS, TYP. 'S VT � E e FRAME UP GABLE WALL TO BOTTOM OF PURLINS 0 cD I r-1Nl ECTION DETAIL - TRUSS NO. 1 9 10 11 SIMPSON LSTH 20 16d SINN DI BOTH BOLTS ;S, TYP. BEAMS, TYP. RAFTERS NOTE: ALL WINDOW AND DOOR HEADERS ARE 6X8 DF #1 MINIMUM ROOF FRAMING - PLAN �B� Scale: 1/4" =1' -0" ANCHORAGES Scale: 1/4" =1' -0" 4 15 18 1 JD ONGWALL EXIT PATH IS 70.04 M :12 CRIPPLE -.AM, TYP. 6 FASCIA 4 HIP RAFTER 4 CRIPPLE FTERS TEND 2x4 PURLINS 2X6 FASCIA AME UP GABLE ALL TO BOTTOM OF JRLINS 1Y8" TONGUE & GROOVE PLYWOOD FLOORING ATTACH WITH CONSTRUCTION GLUE AND SCREWS SIMPSON MSTI SIMPSON LSTHD WITH 20 16d (STUD K RS TO DBL BLOCKING 1Y" TONGUE GROOVE PLYWOOD FLOORING ATTACH WITH CONSTRUCTI GLUE AND CREWS 2x12 BLOCKIN -------SIMPSON LSTHD8 WITH 20 16d SANK RS TO DBL i ROOF FRAMING - PLAN PORCH ROOF Scale: 1/41' =1' -0" 2x12 BLOCKING 4X1l2FJ DF #1 0 4' N 0 X N 6X12 BEAM DF #1 2x4 JOISTS C' .� o" r DBL TOP PLATE i � o o � , w` w m -- � - - x x X Jo SIMPSON MST172 ON TOP OF BEAM �t & BLOCKING BEAM HANGER, TYP. Ai I 4x4 BLKG. WITH PLY EDGE NAIL SIMPSON MSTI26 6X16 BEAM DF#1 _- 2X4C±i 1 2@ ire 4� ,� x I L 8 1-100 Co °46'12" s��r ' W m �® W — t . n. 34 °�6 .=1N _ i w W x XN N Q = J 0 m -� - SIMPSON MSTI26 LL 6X10 DF #1 Co N - X _F_ U ) COF N 17' -0" �1 SIMPSON A35 2' -0" O.C. DETAIL - TRUSS NO. 1 F SIMPSON BOTH TRUSS 2X BLOCKING Wf PLY EDGE NAIL Scale: 3/8" =1' -0" H- (4 PER TRUSS) RAFTER d , r-1Nl ECTION DETAIL - TRUSS NO. 1 9 10 11 SIMPSON LSTH 20 16d SINN DI BOTH BOLTS ;S, TYP. BEAMS, TYP. RAFTERS NOTE: ALL WINDOW AND DOOR HEADERS ARE 6X8 DF #1 MINIMUM ROOF FRAMING - PLAN �B� Scale: 1/4" =1' -0" ANCHORAGES Scale: 1/4" =1' -0" 4 15 18 1 JD ONGWALL EXIT PATH IS 70.04 M :12 CRIPPLE -.AM, TYP. 6 FASCIA 4 HIP RAFTER 4 CRIPPLE FTERS TEND 2x4 PURLINS 2X6 FASCIA AME UP GABLE ALL TO BOTTOM OF JRLINS 1Y8" TONGUE & GROOVE PLYWOOD FLOORING ATTACH WITH CONSTRUCTION GLUE AND SCREWS SIMPSON MSTI SIMPSON LSTHD WITH 20 16d (STUD K RS TO DBL BLOCKING 1Y" TONGUE GROOVE PLYWOOD FLOORING ATTACH WITH CONSTRUCTI GLUE AND CREWS 2x12 BLOCKIN -------SIMPSON LSTHD8 WITH 20 16d SANK RS TO DBL i ROOF FRAMING - PLAN PORCH ROOF Scale: 1/41' =1' -0" 2x12 BLOCKING 4X1l2FJ DF #1 0 4' N 0 X N 6X12 BEAM DF #1 2x4 JOISTS C' .� o" r DBL TOP PLATE i � o o � , w` w m -- � - - x x X Jo SIMPSON MST172 ON TOP OF BEAM �t & BLOCKING BEAM HANGER, TYP. Ai I 4x4 BLKG. WITH PLY EDGE NAIL SIMPSON MSTI26 6X16 BEAM DF#1 _- 2X4C±i 1 2@ E 0 Q U I o I .N m t � f ir — -__ — — i� z i I O N 0 00 � U O o m m v IL Icc �O!_OI 5 0 Q U iii U 10 U) a 1 X12FJ DF 1 4' -0" `.. o W m �® W — t . n. I-- If _ i w W x XN N Q = J 0 m -� - SIMPSON MSTI26 LL Co N - X _F_ U W C) N _ O X Cr 4X12 BEAM DF #1 4X4 BLOCKING i j II Co L RAFTER 2 -Off O.C. < NOTE• E 0 Q U I o I .N m t � f ir — -__ — — i� z i I O N 0 00 � U O o m m v IL Icc �O!_OI 5 0 Q U iii U 10 U) z `.. J �- W — t . n. I-- If _ 0 z w O Q = J Q RAFTER r' LL Co N _F_ U W C) I O O Cr T U 0� Co L RAFTER 2 -Off O.C. < L cD Co C Co 0 W 6 > n U+� co Co LJJ .� Co •o ' �: .0 0 0 m — — Q _ i_ E 0 Q U I o I .N m t � f ir — -__ — — i� z i I O N 0 00 � U O o m m v IL Icc �O!_OI 5 0 Q U iii U 10 A'� ; ' �4 sr 7 SHEET NO. . ALL WINDOW AND DOOR HEADERS ARE 6X8 DF #1 MINIMUM nnnn M 2ND FLOOR FRAMING �� uUU w °� / D Scale: 1/4" =1' -0" ?5 OF 6 OF 27 I 30 U) z J J �- W I-- If W 5 0 z w O Q = J Q LL p LL _F_ U I O O Cr A'� ; ' �4 sr 7 SHEET NO. . ALL WINDOW AND DOOR HEADERS ARE 6X8 DF #1 MINIMUM nnnn M 2ND FLOOR FRAMING �� uUU w °� / D Scale: 1/4" =1' -0" ?5 OF 6 OF 27 I 30 STANDING SEAM ROOFING OVER % "CDX 2Y "x24" WAINSCOT CULTURED STONE - VENEER R19 INSULATION- SLUICEWAY CANAL WALL ELEV. 401.00 2x6 DBL. TOP - PLATE BATT INSULATION 2x6 STUD @ 16" O.C. ---R17 INSULATION TIMBER TRUSS —2X4 DF #2PURLINS AT 24" 12 8 �- �n-t LL 1 —nv Rtw i L_R° SHIPLAP SHEATHING ON EAVES 12" "LEAN -TO" ROOF CONNECTION SEE DETAIL C H- -SIDING TO VENEER INTERIOR WALL FINISH 2x6 WALL STUD - 16" O. C. BATT INSULATION - 2x6 SILL PLATE AT 2ND FLOOR 1Y" TONGUE & GROOVE PLYWOOD FLOORING GLUE AND SCREW PROVIDE SCREW GUARD RAIL k. a 6x12 BEAMS BEAM HANGER, TYP. 4x12 FLOOR JOISTS, REVEALED STORY CONNECTION SEE DETAIL H H- - F.F. ELEV. 401.50 MILL HOUSE SECTION - EAST —JOIST - HANGER 2x4 JOIST Scale: 1/4" =1' -0" 6" SHIPLAP SIDING %"SHEATHING BUILDING WRAP METAL FLASHING --CAULKING �--2Y "x24" CULTURED STONE WAINSCOT CAP HEIGHT PER EXTERIOR ELEVS GROUT MORTAR CULTURED STONE VENEER TRANSITION, 7j__� DETAIL - TRANSITION TRIM J 9SEE DETAIL H- Scale: 3" =1' -0" H 2x4 RAFTERS 4x 612 BEAM " 5' -8 COLUMN SEE DETAI C H- INTERIOR WALL - FINISH 2x6 WALL STUD - @ 16" O.C. BATT INSULATION - WALL FOOTING 2x8 NAILER, CONT.- SEE DETAIL E H -1 SIMPSON "A34" FRAMING PLATE A PROTECTION lIH- BUILDING WRAP ff 2x6 BOTTOM PLATE TOP OF BEAM ELEV. -6x12 GLULAM TO ALIGN TO TOP BEAM PLATE OF 1 ST FLOOR 1 x2 TRIM �- -6" SHIPLAP SIDING >c WEATHER PROTECTION ' BUILDING WRAP 3/8" CDX SHEATHING VERTICAL SECTION - CANTILEVERED OVERHANG 2x6 GABLE WALL FRAMING 2X4 EXTENDED PURLIN- 2X6 FASCIA - 6x12 EXPOSED BEAM, CAMBER UP 1/16 12 2x6 CRIPPLE 2x6 STUD WALL (FACE OF BUILDING) Scale: 1 1/2" =1' -0" TIMBER TRUSS -----1 '%6 "x5" TIE P DBL OP PLATE BOLT KING STUD TO BEAM END, 3 -1 /4 "X3 -1 /2" LAG SCREWS WITH WASHERS 2x6 STUD SIDE DETAIL - EXPOSED BEAM AT ROOF ril Scale: 3/4" =1' -0" 12 12" ROOF FRAMING, TIMBER TRUSSES 2x4 RAFTERS 412 BEAM --'' 2Y "x24" WAINSCOT -�6” SHIPLAP DECORATIVE SIDING FENCE & RAIL -METAL SEE DETAIL G FLASHING H- STANDING SEAM METAL ROOF 1" TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS ASPHALTIC ROOFING MEMBRANE OVER - SHIPLAP SHEATHING -91, - 1f98 i X , CDX SHEATHING Urn TONGUE -'/ � la n, connvr END SHEATHING 2x BLOCKING 2x4 RAFTER ! o° SIMPSON H3 412 CONT. BEAM -�' r SEISMIC TIE COLUMN CAP PLATE 5;,� WITH STRAPS SEE DETAIL 6K H- FILL VOID H MORTAR - 2Y . E"x5" CUL D STONE CAP MORTAR - 1/2- MORTAR BASE- 3 CDX SHEATHING COVER WITH - WEATHER PROTECTION BUILDING WRAP MASONRY TIES- - CULTURED STC 16 "X5" TIE PLATE 3x12 BEAM 2x6 STUD WALL 2x6 PF BASE PL) 3 - STANDING SEAM ROOFING -5/8" CDX PLYWOOD SHEATHING -2X4 DF #2 PURLINS AT 24" 1® DRYWALL FINISH WALL &---" CEILING SURFACES, THOUGHOUT 6X8 DOOR & WINDOW HEADERS, TYP. o 1Ys" TONGUE & GROOVE PLYWOOD SUB - FLOORING SCREW 8 „ O.C. EDGE 2X4 DF #2 CEILING' JOISTS AT 24 F.F. ELEV. 411.50 4x12 DF #1 FLOOR- -' JOISTS @ 4' -0" 6x12 DF�1 BEAM, EVEALED AM HANGER, TYP. BUILDING D 6x16 DF #1 F N rt BEAM, REVEALED SEE TAIL E = H -1 F.F. ELEV. 401.50 v-AA. WALKWAY FOUNDATION SEE DETAIL rF 2X FLAT 2x4 NAILERS, ATTACH TO STEEL COLUMN WITH 3/6 %2Y" SELF - TAPPING SCREW & WASHER 2x STUD FRAMING ;OLUMN 5/8" BASE PLATE SEE DETAIL D ANCHORS W/ NUTS VASHERS -TICK LEVELING MORTAR "EXPANSION JOINT ATERIAL 2' -0" DETAIL - COLUMN & EAVE Scale: 1 1/2" =1' -0" 4 A 16 17 1 u i 1-2X4 DF #2 PURLINS AT 24" 12 17 STANDING SEAM ROOFING 5/8" CDX PLYWOOD SHEATHING �iIBER TRUSSES s9� f X12 DF #1 BEAM. 412 DF #1 FLOOR JOISTS @ 4 -0 0 0 MILL HOUSE SECTION - WEST Scale: 1/4" =1' -0" 4x12 BEAM 3 "x3 "xY4" ° STEEL OLUMN DETAIL - CAP PLATE IT Scale: 1 1/2 =1' -0" SIMPSON SDS NY SCREW 2x6 BOTTOM PLATE 4x12 FLOOR JOIST SIMPSON H3 HURRICANE TIE INSTALL ON BOTH SIDES OF JOIST NOTE: SDS SCREWS TO BE SET AT 24" 0 /C, EXCEPT THAT THE WALLS CONTAINING THE SIMPSON STRONGWALL PANELS SHALL BE 12" 0/C DETAIL - STORY CONNECTION Scale: 1 1/2 =1' -0" r w 15" PLYWOOD ROOF w IE 2 U U p co L � Co SHEATHING 8d NAILS 6" O.C. EDGE E 12" O.C. FIELD ` TRUSS TO WALL b CONNECTION U '�b� SEE DETAILS F G WIN N O r H- H- iTm ILL m �� �o ,cij ��° 10 0 0 T 5" SHIPLAP SIDING OVER T 0- C) iQ - 3/8" CDX PLYWOOD WRAP WALL SHEATHING i4 2x6 FRAMING ° o0 2x NAILERS 2Y "x24" WAINSCOT CULTURED STONE - VENEER R19 INSULATION- SLUICEWAY CANAL WALL ELEV. 401.00 2x6 DBL. TOP - PLATE BATT INSULATION 2x6 STUD @ 16" O.C. ---R17 INSULATION TIMBER TRUSS —2X4 DF #2PURLINS AT 24" 12 8 �- �n-t LL 1 —nv Rtw i L_R° SHIPLAP SHEATHING ON EAVES 12" "LEAN -TO" ROOF CONNECTION SEE DETAIL C H- -SIDING TO VENEER INTERIOR WALL FINISH 2x6 WALL STUD - 16" O. C. BATT INSULATION - 2x6 SILL PLATE AT 2ND FLOOR 1Y" TONGUE & GROOVE PLYWOOD FLOORING GLUE AND SCREW PROVIDE SCREW GUARD RAIL k. a 6x12 BEAMS BEAM HANGER, TYP. 4x12 FLOOR JOISTS, REVEALED STORY CONNECTION SEE DETAIL H H- - F.F. ELEV. 401.50 MILL HOUSE SECTION - EAST —JOIST - HANGER 2x4 JOIST Scale: 1/4" =1' -0" 6" SHIPLAP SIDING %"SHEATHING BUILDING WRAP METAL FLASHING --CAULKING �--2Y "x24" CULTURED STONE WAINSCOT CAP HEIGHT PER EXTERIOR ELEVS GROUT MORTAR CULTURED STONE VENEER TRANSITION, 7j__� DETAIL - TRANSITION TRIM J 9SEE DETAIL H- Scale: 3" =1' -0" H 2x4 RAFTERS 4x 612 BEAM " 5' -8 COLUMN SEE DETAI C H- INTERIOR WALL - FINISH 2x6 WALL STUD - @ 16" O.C. BATT INSULATION - WALL FOOTING 2x8 NAILER, CONT.- SEE DETAIL E H -1 SIMPSON "A34" FRAMING PLATE A PROTECTION lIH- BUILDING WRAP ff 2x6 BOTTOM PLATE TOP OF BEAM ELEV. -6x12 GLULAM TO ALIGN TO TOP BEAM PLATE OF 1 ST FLOOR 1 x2 TRIM �- -6" SHIPLAP SIDING >c WEATHER PROTECTION ' BUILDING WRAP 3/8" CDX SHEATHING VERTICAL SECTION - CANTILEVERED OVERHANG 2x6 GABLE WALL FRAMING 2X4 EXTENDED PURLIN- 2X6 FASCIA - 6x12 EXPOSED BEAM, CAMBER UP 1/16 12 2x6 CRIPPLE 2x6 STUD WALL (FACE OF BUILDING) Scale: 1 1/2" =1' -0" TIMBER TRUSS -----1 '%6 "x5" TIE P DBL OP PLATE BOLT KING STUD TO BEAM END, 3 -1 /4 "X3 -1 /2" LAG SCREWS WITH WASHERS 2x6 STUD SIDE DETAIL - EXPOSED BEAM AT ROOF ril Scale: 3/4" =1' -0" 12 12" ROOF FRAMING, TIMBER TRUSSES 2x4 RAFTERS 412 BEAM --'' 2Y "x24" WAINSCOT -�6” SHIPLAP DECORATIVE SIDING FENCE & RAIL -METAL SEE DETAIL G FLASHING H- STANDING SEAM METAL ROOF 1" TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS ASPHALTIC ROOFING MEMBRANE OVER - SHIPLAP SHEATHING -91, - 1f98 i X , CDX SHEATHING Urn TONGUE -'/ � la n, connvr END SHEATHING 2x BLOCKING 2x4 RAFTER ! o° SIMPSON H3 412 CONT. BEAM -�' r SEISMIC TIE COLUMN CAP PLATE 5;,� WITH STRAPS SEE DETAIL 6K H- FILL VOID H MORTAR - 2Y . E"x5" CUL D STONE CAP MORTAR - 1/2- MORTAR BASE- 3 CDX SHEATHING COVER WITH - WEATHER PROTECTION BUILDING WRAP MASONRY TIES- - CULTURED STC 16 "X5" TIE PLATE 3x12 BEAM 2x6 STUD WALL 2x6 PF BASE PL) 3 - STANDING SEAM ROOFING -5/8" CDX PLYWOOD SHEATHING -2X4 DF #2 PURLINS AT 24" 1® DRYWALL FINISH WALL &---" CEILING SURFACES, THOUGHOUT 6X8 DOOR & WINDOW HEADERS, TYP. o 1Ys" TONGUE & GROOVE PLYWOOD SUB - FLOORING SCREW 8 „ O.C. EDGE 2X4 DF #2 CEILING' JOISTS AT 24 F.F. ELEV. 411.50 4x12 DF #1 FLOOR- -' JOISTS @ 4' -0" 6x12 DF�1 BEAM, EVEALED AM HANGER, TYP. BUILDING D 6x16 DF #1 F N rt BEAM, REVEALED SEE TAIL E = H -1 F.F. ELEV. 401.50 v-AA. WALKWAY FOUNDATION SEE DETAIL rF 2X FLAT 2x4 NAILERS, ATTACH TO STEEL COLUMN WITH 3/6 %2Y" SELF - TAPPING SCREW & WASHER 2x STUD FRAMING ;OLUMN 5/8" BASE PLATE SEE DETAIL D ANCHORS W/ NUTS VASHERS -TICK LEVELING MORTAR "EXPANSION JOINT ATERIAL 2' -0" DETAIL - COLUMN & EAVE Scale: 1 1/2" =1' -0" 4 A 16 17 1 u i 1-2X4 DF #2 PURLINS AT 24" 12 17 STANDING SEAM ROOFING 5/8" CDX PLYWOOD SHEATHING �iIBER TRUSSES s9� f X12 DF #1 BEAM. 412 DF #1 FLOOR JOISTS @ 4 -0 0 0 MILL HOUSE SECTION - WEST Scale: 1/4" =1' -0" 4x12 BEAM 3 "x3 "xY4" ° STEEL OLUMN DETAIL - CAP PLATE IT Scale: 1 1/2 =1' -0" SIMPSON SDS NY SCREW 2x6 BOTTOM PLATE 4x12 FLOOR JOIST SIMPSON H3 HURRICANE TIE INSTALL ON BOTH SIDES OF JOIST NOTE: SDS SCREWS TO BE SET AT 24" 0 /C, EXCEPT THAT THE WALLS CONTAINING THE SIMPSON STRONGWALL PANELS SHALL BE 12" 0/C DETAIL - STORY CONNECTION Scale: 1 1/2 =1' -0" r w 15" HIPLAP SHEATHING ON EAVES 18" 5" SHIPLAP SIDING 3/8" CDX WALL SHEATHING 26 FRAMING 2Y "x24" CULTURED SFONE WAINSCOT CAP CULTURED STONE VENEER OVER Y" THICK MORTAR EXTEND PARTITION WALLS TO BOTTOM OF 2X4 CEILING JOISTS CULTURED STONE OVER MORTAR OVER CMU WALL SEE DETAIL L w IE 2 U U p co L � Co C� -9 � U � E a) =' xQ ` m W o > , U '�b� b 2 V WIN N O r �► '+ HIPLAP SHEATHING ON EAVES 18" 5" SHIPLAP SIDING 3/8" CDX WALL SHEATHING 26 FRAMING 2Y "x24" CULTURED SFONE WAINSCOT CAP CULTURED STONE VENEER OVER Y" THICK MORTAR EXTEND PARTITION WALLS TO BOTTOM OF 2X4 CEILING JOISTS CULTURED STONE OVER MORTAR OVER CMU WALL SEE DETAIL L WALL FOOTING I' r I i w IE 2 U U p co L � Co C� -9 � U � E a) =' (D 'C)) m W o > , U c� W�C2 2 V WIN N O r iTm ILL m �� �o ,cij ��° 10 0 0 T 1 O) T 0- C) iQ FL ° WRAP WALL FOOTING I' r I i CULTURED STONE VENEER Yz" THICK MORTAR 3/8" CDX SHEATHING COVER WITH O z � � i 7 iTm ILL m �� �o 00 N o ��° 10 1 O) O 0- C) iQ FL ° CAULKING CULTURED STONE VENEER Yz" THICK MORTAR 3/8" CDX SHEATHING COVER WITH O z WEATHER PROTECTION BUILDING -J O WRAP W i4 2x NAILERS W I- U 3 "x3 "xY4" STEEL COLUMN W � O W U) 2x STUD FRAMING Q /6 SELF - TAPPING u- J - Z 104" SCREWS WITH WASHERS O 2 0 mo I- _J DETAIL - SECTION F U D Scale: 1 112 "" =1' -0" H- m 6" 41„ 2 5L8" HOLE TU RECEIVE 1/2" ANCHOR C'OLU �" STEEL 5/8" PLATE 12» 3" 1„ DETAIL - BASE PLATE D Scale: 3" =1' -0" H- 25 �Q'�♦ I O�- Lz J Q� SHEET NO. LJ V 11 n q OF 7.3 v 7 OF 27 29 30 STANDING SEAM - ROOFING OVER %$ "CDX PLYWOOD ROOF SHEATHING 8d NAILS 6" O.C. EDGE 12" O.C. FIELD TRUSS TO WALL CONNECTION SEE DETAILS F G H- H- 5" SHIPLAP SIDING V 3/8" CDX PLYW OD WALL SHEATHING o 2x6 FRAMING i .�- 00 212"x24" WAINSCOT CULTURED STONE - VENEER R19 INSULATION- SLUICEWAY CANAL WALL ELEV. 401.00 Em" - --R17 INSULATION TIMBER TRUSS —2X4 DF #2PURLINS AT 24" 12 8 1Ys" TONGUE & GROOVE PLYWOOD FLOORING GLUE AND SCREW PROVIDE GUARD RAIL f 6x12 BEAMS BEAM HANGER, TYP. -4x12 FLOOR JOISTS, REVEALED -STORY CONNECTION SEE DETAIL H H- F.F. ELEV. 401.50 MILL HOUSE SECTION - EAST Scale: 1/4" =1' -0" INTERIOR WALL FINISH 2x6 WALL STUD @ 16" O.C. BATT INSULATION 6X12 BEAT / 2X4 LET -IN RAFTERS SHIPLAP SHEATHING ON -100 Lo ,,;. 1 �I 12" "LEAN -TO" ROOF /- -6" SHIPLAP SIDING -- -3/8 "SHEATHING 11 _--- BUILDING WRAP METAL FLASHING CAULKING 2Y "x24" CULTURED SfONE WAINSCOT CAP 12 f HEIGHT PER 12" f% EXTERIOR ELEVS ROOF FRAMING, TIMBER TRUSSES GROUT i MORTAR CULTURED STONE VENEER � CvrvrvcCiwry SEE DETAIL -Q-" �i ,!L,% H- SIDING TO VENEER ��R�N�FPOiN, 7v�..� DETAIL - TRANSITION TRIM Scale: 3" =1' -0" 2x4 RAFTERS 4x12 BEAM--' 0/2"x24" WAINSCOT - --6" SHIPLAP DECORATIVE SIDING FENCE & RAIL -METAL SEE DETAIL G FLASHING H- STANDING SEAM METAL ROOF 1 " TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS --._ ASPHALTIC ROOFING MEMBRANE OVER SHIPLAP SHEATHING -94, 8„ CDX U� A A8ATHING � -YI! X1141 &GROOVE �� \ JOIST HANGERi 2x6 BOTTOM 2x4 JOIST PLATE 2x6 DBL. TOP ` ^r�::�`_ TOP OF BEAM ELEV. PLATE r y _. , TO ALIGN TO TOP 6x12 GLULAM PLATE OF 1ST FLOOR �. BATT BEAM INSULATION 1x2 TRIM 2x6 STUD @ ^� 16 O.C. 1 6" SHIPLAP �.� SIDING WEATHER PROTECTION BUILDING WRAP 3Q" CDX SHEATHING VERTICAL SECTION - CANTILEVERED OVERHANG G Scale: 1 1/2" =1' -0" H- 2x6 GABLE WALL FRAMING 2X4 EXTENDED PURLIN- 2X6 FASCIA- 6x1 2 EXPOSED BEAM, CAMBER UP 1/16 12 2x6 CRIPPLE 2x6 STUD WALL (FACE OF BUILDING) SIDE TIMBER TRUSS --- -1 1 %s"x5" TIE PLATE r--DBL. TOP PLATE BOLT KING STUD TO BEAM END, 3-1/4"X3-1/2" LAG SCREWS WITH WASHERS 2x6 STUD DETAIL - EXPOSED BEAM AT ROOF Scale: 3/4" =1' -0" END SHEATHING 2x4 RAFTER 412 CONT. BEAM COLUMN CAP PLATE WITH STRAPS SEE DETAIL E H- FILL VOID WITH MORTAR 2Y2 %5" CULTURED STONE CAP MORTAR - - "w 1/2" MORTAR BASE �ER 8" CDX SHEATHING COVER WITH WEA PROTECTION BUILDING WRAP MASONRY TIES CULTURED S, �CX5" TIE PLATE 3x12 BEAM 2x6 STUD WALL 2x6 I BASE P 3- 12 N9 STANDING SEAM ROOFING --5/8" CDX PLYWOOD SHEATHING -2X4 DF #2 PURLINS AT 24" DRYWALL FINISH WALL & ---� CEILING SURFACES, THOUGHOUT 6X8 DOOR & WINDOW HEADERS, TYP. o 1Y8" TONGUE & GROOVE i PLYWOOD SUB - FLOORING 00 SCREW 8 „ O.C. EDGE 2X4 DF #2 CEILING--- JOISTS AT 24 F.F. ELEV. 411.50 412 DF #1 FLOOR--' JOISTS @ 41-0” 6x12 DF 1 BEAM, AEVEALED BEAM HANGER, TYP. BUILDING 6x16 DF #1 FOUNDATION BEAM, REVEALED SEE DETAIL E H -1 F.F. ELEV. 401.50 WALKWAY FOUNDATION SEE DETAIL rF 2x BLOCKING /SIMPSON H3 Y� SEISMIC TIE 2X FLAT 2x4 NAILERS, ATTACH TO STEEL COLUMN WITH 3is "x2Y" SELF- TAPPING SCREW & WASHER 2x STUD FRAMING >, Yet Y X12 DF #1 BEAM 412 DF 1 FLOOR JOIS�S @ 4 -0 CD 0 MILL HOUSE SECTION - WEST Scale: 1/4" =1' -0" DE W4'/ ( S2)3/4P 0 BOL S —4x12 BEAM �`, O Y4" CAP PLATE '-3"xYA 3/1 STEEL &LUMN DETAIL - CAP PLATE E Scale: 1 1/2 =1' -0 M H- `-2x4 RAFTERS CULTURED STONE VENEER 412 BEAM Y" THICK MORTAR 5' -68" 3 8" CDX SHEATHING COVER WITH COLUMN z _ SEE DETAI C WEATHER PROTECTION BUILDING W_H-y INTERIOR WALL 0 FINISH � 2x6 WALL STUD- S- JI is� 1 @ 16" 0. C. BATT INSULATION- 2X BLOCKING - -WALL FOOTING 2x8 NAILER, CONT. W/ 16d SEE DETAIL E @ 8 O.C. TO BLOCKING & H -1 (3) 16d EACH STUD SIMPSON 11A34" A FRAMING PLATE �H_ WEATHER PROTECTION - BUILDING WRAP U " Scale: 3" =1' -0" 2x4 RAFTERS 4x12 BEAM--' 0/2"x24" WAINSCOT - --6" SHIPLAP DECORATIVE SIDING FENCE & RAIL -METAL SEE DETAIL G FLASHING H- STANDING SEAM METAL ROOF 1 " TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS --._ ASPHALTIC ROOFING MEMBRANE OVER SHIPLAP SHEATHING -94, 8„ CDX U� A A8ATHING � -YI! X1141 &GROOVE �� \ JOIST HANGERi 2x6 BOTTOM 2x4 JOIST PLATE 2x6 DBL. TOP ` ^r�::�`_ TOP OF BEAM ELEV. PLATE r y _. , TO ALIGN TO TOP 6x12 GLULAM PLATE OF 1ST FLOOR �. BATT BEAM INSULATION 1x2 TRIM 2x6 STUD @ ^� 16 O.C. 1 6" SHIPLAP �.� SIDING WEATHER PROTECTION BUILDING WRAP 3Q" CDX SHEATHING VERTICAL SECTION - CANTILEVERED OVERHANG G Scale: 1 1/2" =1' -0" H- 2x6 GABLE WALL FRAMING 2X4 EXTENDED PURLIN- 2X6 FASCIA- 6x1 2 EXPOSED BEAM, CAMBER UP 1/16 12 2x6 CRIPPLE 2x6 STUD WALL (FACE OF BUILDING) SIDE TIMBER TRUSS --- -1 1 %s"x5" TIE PLATE r--DBL. TOP PLATE BOLT KING STUD TO BEAM END, 3-1/4"X3-1/2" LAG SCREWS WITH WASHERS 2x6 STUD DETAIL - EXPOSED BEAM AT ROOF Scale: 3/4" =1' -0" END SHEATHING 2x4 RAFTER 412 CONT. BEAM COLUMN CAP PLATE WITH STRAPS SEE DETAIL E H- FILL VOID WITH MORTAR 2Y2 %5" CULTURED STONE CAP MORTAR - - "w 1/2" MORTAR BASE �ER 8" CDX SHEATHING COVER WITH WEA PROTECTION BUILDING WRAP MASONRY TIES CULTURED S, �CX5" TIE PLATE 3x12 BEAM 2x6 STUD WALL 2x6 I BASE P 3- 12 N9 STANDING SEAM ROOFING --5/8" CDX PLYWOOD SHEATHING -2X4 DF #2 PURLINS AT 24" DRYWALL FINISH WALL & ---� CEILING SURFACES, THOUGHOUT 6X8 DOOR & WINDOW HEADERS, TYP. o 1Y8" TONGUE & GROOVE i PLYWOOD SUB - FLOORING 00 SCREW 8 „ O.C. EDGE 2X4 DF #2 CEILING--- JOISTS AT 24 F.F. ELEV. 411.50 412 DF #1 FLOOR--' JOISTS @ 41-0” 6x12 DF 1 BEAM, AEVEALED BEAM HANGER, TYP. BUILDING 6x16 DF #1 FOUNDATION BEAM, REVEALED SEE DETAIL E H -1 F.F. ELEV. 401.50 WALKWAY FOUNDATION SEE DETAIL rF 2x BLOCKING /SIMPSON H3 Y� SEISMIC TIE 2X FLAT 2x4 NAILERS, ATTACH TO STEEL COLUMN WITH 3is "x2Y" SELF- TAPPING SCREW & WASHER 2x STUD FRAMING >, Yet Y X12 DF #1 BEAM 412 DF 1 FLOOR JOIS�S @ 4 -0 CD 0 MILL HOUSE SECTION - WEST Scale: 1/4" =1' -0" DE W4'/ ( S2)3/4P 0 BOL S —4x12 BEAM �`, O Y4" CAP PLATE '-3"xYA 3/1 STEEL &LUMN DETAIL - CAP PLATE E Scale: 1 1/2 =1' -0 M H- --2X4 DF #2 PURLINS AT 24" AL 12 STANDING SEAM ROOFING N Lu 17 5/8" CDX PLYWOOD SHEATHING �. TIMBER TRUSSES �u U o Co CO 2X4 LET -IN RAFTERS Uj SHIPLAP SHEATHING ON EAVES 1 18" 0) u- Y 5" SHIPLAP SIDING C3) m 3/8" CDX WALL SHEATH G�1 ( j o 2x6 FRAMING > C/) U 2/"x24" CULTURED SFONE WAINSCOT CAP ;' CULTURED STONE VENEER ►o�' OVER Y2" THICK MORTAR EXTEND PARTITION o 0 WALLS TO BOTTOM OF T 2X4 CEILING JOISTS oCo CULTURED STONE - OVER MORTAR OVER CMU WALL SEE DETAIL rL Cn U N 0 N 0o WALL FOOTING I 15" I U i0 B h z Qo 00 o c : :E ui CAULKING CULTURED STONE VENEER Y" THICK MORTAR 3 8" CDX SHEATHING COVER WITH z _ WEATHER PROTECTION BUILDING 0 � ty S- JI is� 1 --2X4 DF #2 PURLINS AT 24" AL 12 STANDING SEAM ROOFING N Lu 17 5/8" CDX PLYWOOD SHEATHING �. TIMBER TRUSSES �u U o Co CO 2X4 LET -IN RAFTERS Uj SHIPLAP SHEATHING ON EAVES 1 18" 0) u- Y 5" SHIPLAP SIDING C3) m 3/8" CDX WALL SHEATH G�1 ( j o 2x6 FRAMING > C/) U 2/"x24" CULTURED SFONE WAINSCOT CAP ;' CULTURED STONE VENEER ►o�' OVER Y2" THICK MORTAR EXTEND PARTITION o 0 WALLS TO BOTTOM OF T 2X4 CEILING JOISTS oCo CULTURED STONE - OVER MORTAR OVER CMU WALL SEE DETAIL rL Cn U N 0 N 0o WALL FOOTING I 15" I U i0 B h z Qo 00 o c : :E ui CAULKING CULTURED STONE VENEER Y" THICK MORTAR 3 8" CDX SHEATHING COVER WITH z WEATHER PROTECTION BUILDING 0 WRAP W t t_ W �- 2x NAILERS U 3 "x3 "xY4" STEEL COLUMN Y 0 O LU 2x STUD FRAMING m J SELF - TAPPING L- J z 104" SCREWS WITH WASHERS O 0 Imo- _J DETAIL - SECTION iF� U V-4 i m HOLE ECEIVE ANCHOR JA" STEEL PLATE Qa��ll♦ SY i3 s� <a u SHEET NO. MR ° `-_j OF 7 OF 27 ml SI SOUTH SIDE BALCONY rT SEE DETAIL P EAST SIDE OF BALCONY B SEE DETAIL Q H• -5 H- AT TOP OF STAIRWELL C AT TOP OF LANDING D -5 -5 1» 7 -14 MILL WHEEL EE DETAIL H DT -3 RAILING FLANGE ON TOP & BOTTOM RAILS - = SEE DETAIL P H- I 111132 _ 177 11 U� Q0 I um,,. "O � k i0 '. MOUNTING FLANGE TOP AND BOTTOM RAILS SEE DETAIL %H1 \v Hy - ATTACH WITH Y "x2 STAINLESS S2TEEL ANCHORS 2 EA. FLANGE, SEE SPECS. TOP OF SIDEWALK H- NORTH SIDE OF STAIRWELL/ f1 -V 1Y "x1Y2 "x14 GA- TOP RAIL *ALL INSTALLATION LENGTHS - SHALL BE VERIFIED WITH FIELD `n MEASUREMENT BY CONTRACTOR PRIOR TO FABRICATION. HANDRAIL SEE SPECIFICATIONS RAILING FLANGE---j 3„ RAILING FLANGE ON SEE DETAIL (2:) 1 —44 TOP & BOTTOM RAILS H- SEE DETAIL P LOWER STAIRCASE F H- WROUGHT IRON BALCONY RAILING EDGE OF COLUMN 1' -4" / Scale: 1/2" =1' -0" f12' -88» 3 "Wx1Y "x14GA. TOP & BOfTOM RAILS -2 "xY "x14GA. MID RAIL PUNCH FOR THROUGH PICKETS EDGE OF n_r, COLUMN \'Y2 "xY2"x16GA. LA V PICKETS FENCE MID SEE DETAIL 1 H- WROUGHT IRON PORCH RAILING DETAIL K-G---') Scale: 1/2" =1' -0" Ln ro 2 I N RAILING FLANGE TOP &BOTTOM RAILS SEE DETAIL P H- H FLOOR WOOD POST WITH DECORATIVE SPHERE SEE DETAIL 0 H- ---RAILING FLANGE TOP & BOTTOM RAILS SEE DETAIL P H- -1Y "x34 "x14 GA MIDRAIL PUNCH FOR THROUGH PICKETS -Y2 "xY "x16 GA PICKETS -EVEN SPACE EACH END 44" CENTER TO CENT 1" "x16N14 GA BOTTOM RAIL -IN � D ETAI N Scale: t., ; =/ ' -0" WH - MORTAR FILL BEHIND PLATE TO CONFORM �0 CULTURED STONE. STRIKE OFF MORTAR CLEAN AND SQUARE AT PLATE EDGE. I 4" WROUGHT IRON SPHERE, WROUGHT IRON CONCEPTS HAMMERED MELON BALL. ATTACH TO POST WITH STOOL BOLT, LOCTITE. 3/4" CHAMFER CUTS, TYP. 6 "x6" NO. 1 DF POST. BOTT 1/4" CHAMFER CORNERS. 0 NISH FLOOR ATTACH RAILING TO POST WITH RAILING FLANGE. SEE DETAIL P FIND MOUNT HANDRAIL TO H POST WITH HANDRAIL BRACKET PILOT DRILL ALL SCREWS & BOLT HOLES 3/4" QTR ROUND o 3" CONSTRUCTION SCREWS MOULDING ON PERIMETER ROUTE OUT SURFACE POST MOUNT BASE PLATE 1/4" TO RECESS PLATE SEE DETAIL F MH -10 DETAIL - RAILING POST 0 Scale: 1 -1/2" =1' -0" MH- POST CONCRETE FLOOR 3 CONSTRUCTION SCREWS /4 QTR ROUND 1/4"x3" EXPANSION MOULDING ON PERIMETER ANCHOR INSERTS WITH COUNTERSUNK SCREWS HILTI HLC —FPH OR APPROVED EQUAL DETAIL.- POST Y" UNTED TO CONCRETE�R� Scale: 1-1/2" =1' -0" 1' -4" i' FULL VERTICa STEEL EACH SIDE OF OPENING S_ TO VENEER FLUSH WITH OPENING, FULL PERIMETER FABRICATED FRAMED SCREEN 1" 3" 1" '�L I 5/16 x1 SLOTS N 1» 1» 2 4„ 2 DETAIL H Ln Scale: 3" =1' -0" H- CHAMFE AROUND POS DRILLED FENCE---- POST FOOTING " - 4 DETAIL I Scale: 3/4"=V-0" H- O N TOP OF SIDEWALK 1'1 12 13 1'4 15 1 d- PILOT DRILL ALL SCREWS & BOLT HOLES 1/4" FILLET, TYP. HANDRAILIN 3/16" PLATE 516" HOLES FOR 1/4" LAG N SCREWS WITH WASHERS cr 1Y" LONG INTO POST- , 2" LONG INTO ,,wALL - 2 %92"'x14 A TUBING -`` 2 T 1» U o /4" PLAT 22 m C6 m C6 DETAIL - RAILING FLANGE P Scale: 6" =1' -0" H- L LD /4 "x2" LAG SCREWS co 4TH WASHERS 'ILOT DRILL ALL SCREWS C m c BOLT HOLES W o Cl) � U .- M U� �(0 5/16" HOLES CO I r 1 0 (0 � �-1N C t �: - p o T CL _N CN T 5 . H I 1 - _ -.� - 16 1/4" PLATE - TOP VIEW DETAIL -SPAN FOOT Q Scale: 6" =1' -0" MH- 6" 6 "x8 "x16" CMU WALL CAP WALL WITH 2Y "x10" CULTURED STONE CAP 0 �a 0 0 2 M 0 0 z a m L'Z O N 0 Q.:::.:.,... :.,..�:. a. #4 LINTEL BAR S.S. CONCRETE \_ t m o co C? o o = Q o m Q ° 0 a - ; 0 N V) z 1 U U p :° •a. ANCHORS WITH WASHER, 8 516" HOLES FOR 1/4" LAG N SCREWS WITH WASHERS cr 1Y" LONG INTO POST- , 2" LONG INTO ,,wALL - 2 %92"'x14 A TUBING -`` 2 T 1» U o /4" PLAT 22 m C6 m C6 DETAIL - RAILING FLANGE P Scale: 6" =1' -0" H- L LD /4 "x2" LAG SCREWS co 4TH WASHERS 'ILOT DRILL ALL SCREWS C m c BOLT HOLES W o Cl) � U .- M U� �(0 5/16" HOLES CO I r 1 0 (0 � �-1N C t �: - p o T CL _N CN T 5 . H I 1 - _ -.� - 16 1/4" PLATE - TOP VIEW DETAIL -SPAN FOOT Q Scale: 6" =1' -0" MH- 6" 6 "x8 "x16" CMU WALL CAP WALL WITH 2Y "x10" CULTURED STONE CAP 0 �a 0 0 2 M 0 0 z a m L'Z O N 0 Q.:::.:.,... :.,..�:. a. #4 LINTEL BAR S.S. CONCRETE is • : #4 BOND BEAMS a o o = Q o m Q ° 0 a - ; 0 0 :° •a. ANCHORS WITH WASHER, 8 ; REQUIRED ON FRAME PERIMETER; CAULKING HALF BLOCK FOR TOP AND ® SIDES 2 "X1 -12 "X�_ 16" ANGLE FRAME, _ CULTURED STONE WELD SCREEN TO FRAME ON f �— VENEER p INTERIOR SIDE, FUSION EPDXY m :`- _j (!� COAT ENTIRE SCREEN AND FRAME - Y2" THICK MORTAR W J _ 1 "X1 "X10GA. STEEL SCREEN SPOT TO c° `` }`' t 6 "x8 "x16" CONCRETE LL W Q WELD EVERY OTHER WIRE �,. � MASONRY UNITS, SOLID � I— ..a. FRAME ; - - GROUT FULL HEIGHT w o Q OPEN BLOCK FOR BOTTOM,; t., " #4 REBAR �? 24 O.C. PROVIDE MORTAR FINISH . m J to ELEVATION PARTIAL SECTION A -A F Y EXPANSION JOINT u.- J z MATERIAL BOTH SIDES OF Scale: 1" =1' -0" Scale: 1 1/2" =1' -0" DETAIL - SCREEN VENT ( M� Y" SQR. PICKET, PUNCH ?HROUGH MID RAIL TOP RAIL TULIP SCROLL, MOUNT ON TOP OF PICKET SEE DETAIL K H- Y" SQR. PICKET, PUNCH 12HROUGH MID RAIL P LATTQENxEACHOEND "TOTAL ", PARTIAL SCROLL WITH 1" RADIUS SEE DETAIL K H- 3/4" DIA. SOLID CAST BALL \- BOTTOM RAIL DETAIL J Scale: 3/4" =1' -0" H- 7 18 19 Y4 "THK.x Y2" SCROLL R18"- R1 13» 4 390 .4, 24" r7�op TULIP PETAL DETAIL K Scale: 3" =1' -0" H- g" , 6» WALL J u Q TOP OF SIDEWALK U 4" HIGH BLOCK WALL FOOTING o -, -� - #4 BARS L_ DETAIL - WALL SECTION Scale: 3/4" =1' -0" MH WROUGHT IRON GATE STEEL DOOR JAMB 6 "x8 "x16" CMU WALL CULTURED STONE VENEER SQUARE UP VENEER WITH BASE MORTAR TRUE TO DOOR JAMB CORRUGATED VENEER CLIPS ATTACH TO SHEATHING JAMB DETAIL - MASONRY WALL Scale: 1 1/2" =1' -0" WH- ?% 23 29 z O) w J SHEET NO. [01 �°�J OF 8OF27 s d' m� SI uVV ED/- iLUU1N T /A 5tE UE IAIL N EAST SIDE OF BALCONY B SEE DETAIL O -5 H- H- ■I� I■ • H- NORTH SIDE OF STAIRWELL E WLY 1Y "x1Y "x14 GA- TOP RAIL *ALL INSTALLATION LENGTHS SHALL BE VERIFIED WITH FIELD MEASUREMENT BY CONTRACTOR PRIOR TO FABRICATION. HANDRAIL SEE SPECIFICATIONS RAILING FLANGE 3„ RAILING FLANGE ON SEE DETAIL ' 1 -44 TOP &BOTTOM RAILS H- SEE DETAIL P LOWER STAIRCAS KE31 -5 WROUGHT IRON BALCONY RAILING Scale: 1/2" =1' -0" ±12,_88„ EDGE OF COLUMN 3 "WAX "x14GA. TOP & BOfTOM RAILS J EDGE OF MOUNTING FLANGE 1 —4 2 "x % "x14GA. MID RAIL COLUMN TOP AND BOTTOM 4�" PUNCH FOR THROUGH 8 PICKETS TYP. SEE DETAIL H 1 Z5 Z5 1 11 Z5 11 i a 1 Z05 Z03 H' ATTACH WITH Y x2 " + STAINLESS STEEL I = ANCHORS 2 EA. FLANGE, SEE SPECS. i TOP OF SIDEWALK TYP. "-Y "x), "x16GA "1/6 - L PICKETS 1 FENCE MID SEE DETAIL I H- WROUGHT IRON PORCH RAILING DETAIL rG___-S Scale: 1/2" =1' -0" cD r-IC I � � I cV L RAILING FLANGE TOP & BOTTOM RAILS SEE DETAIL P H- H FLOOR -WOOD POST WITH DECORATIVE SPHERE SEE DETAIL 0 H- --- RAILING FLANGE TOP & BOTTOM RAILS SEE DETAIL P �IVIH-V - 1Y "xY/4 "x14 GA MIDRAIL PUNCH FOR THROUGH PICKETS -Y "xY "x16 GA PICKETS -EVEN SPACE EACH END 44" CENTER TO CENTER TYP. `- -1N'x1Y "x14 GA BOTTOM RAIL DETAIL N Scale: 1" =1' -0" H- 4" WROUGHT IRON SPHERE, WROUGHT IRON CONCEPTS HAMMERED MELON BALL. ATTACH TO POST WITH STOOL BOLT, LOCTITE. 3/4" CHAMFER CUTS, TYP. Z� 6 "x6" NO. 1 DF POST. BC 1/4" CHAMFER CORNERS. ® F ISH FLOOR ATTACH RAILING TO POST WITH RAILING FLANGE. SEE DETAIL P_ FI MOUNT HANDRAIL TO H POST WITH HANDRAIL BRACKET Ity—PILOT DRILL ALL SCREW! & BOLT HOLES 3/4" QTR ROUND • j "X3" CONSTRUCTION SCREWS MOULDING ON PERIMETER A ROUTE OUT SURFACE POST MOUNT J" STEEL 1 /4" TO RECESS PLATE BASE PLATE SEE DETAIL ("F MH -1Q D ETAI_L - RAILING POST �O0 Scale: 1-1/2" =1' -0" POST CONCRETE FLOOR j "X3" CONSTRUCTION SCREWS " N 1 /4 "x3" EXPANSION MOULDING ON PERIMETER a, ANCHOR INSERTS WITH COUNTERSUNK SCREWS POST MOUNT" STEEL 2 HILTI HLC -FPH OR BASE PLATE SEE DETAIL F APPROVED EQUAL MH-1 DETAIL - POST MOUNTED TO CONCRETEr4� FULL VERTICAL STEEL EACH SIDE OF OPENING STOP VENEER FLUSH WITH OPENING, FULL PERIMETER FABRICATED FRAMED SCREEN MORTAR FILL BEHIND PLATE TO CONFORM TO CULTURED STONE. STRIKE OFF MORTAR CLEAN AND SQUARE AT PLATE EDGE. 1 /8 LO 1" 3" 1" 5/16 "x1" SLOTS 3» 4 Y "THK.x Y" SCROLL Y” THICK MORTAR DETAIL H SIN Scale: 3" =1' -0" H- CHAMFER-- AROUND POST — 0 TOP OF SIDEWALK 00 �Id - DRILLED FENCE POST FOOTING 4„ DETAIL I Scale: 3/4" =1' -0" H- 15 i Scale: 1-1/2" =1' -0" 1' -4" PILOT DRILL ALL SCREWS & BOLT HOLES 1/4" FILLET, TYP. � - HANDRAILI 3/16" PLATE 1/8° "jj1t (AL . 7rt1 / �i Q (" o 516" HOLES FOR 1/4" LAG SCREWS WITH WASHERS 1Y LONG INTO POST 2 LONG INTO WALL1� o IY "x1Y "x14 �A TUBING 2 21„ U CO m c DETAIL - RAILING FLANGE (P Scale: 6" =1' -0" H- i- CO 1/4"x2" LAG SCREWS U- WITH WASHERS •� m PILOT DRILL ALL SCREWS & BOLT HOLES W o r C/) 00 f " 5/16" HOLES 5 CO 3/16 0 :2a t �.�� SIN o 0 ^ r a CN ; T O. O —- f i a �i 2 1 Q 24» 1 J\ o i a 1/4" PLATE - TOP VIEW N o; o DETAIL -SPAN FOOT Q N c; I4 z, x Scale: 6" =1' -0" MH- U in y ! Nf N 0 6» CAP WALL WITH 2Y "x10" i z CD CULTURED STONE CAP N D 6 "x8 "x16" CMU WALL #4 BOND BEAMS ° m ° 0 #4 LINTEL BAR 3 z m .... ■i ■! ■iJlli■ wr _M 13„ 4 Mir 3» 4 Y "THK.x Y" SCROLL Y” THICK MORTAR W J 6"x8 "x16" CONCRETE 1» 8 „ 1 - ■ ■! ■ ■ ■!! ■Ili ■■ � � � . 1/8 W ■■!!!!■ ■!n! ■■ !■■i!!■■■r,l.■ •. ■■■■■■■■ ■Y! ■■ 4 ( #5 REBAR @ 24" O.C. Q Z p m J Y" SQR. PICKET, PUNCH ?(-(ROUGH MID RAIL TOP RAIL TULIP SCROLL, MOUNT ON TOP OF PICKET SEE DETAIL K H- Y" SQR. PICKET, PUNCH �(-IROUGH MID RAIL Y" SQR.x26" LONG "PETAL ", FLATTEN EACH END TO PARTIAL SCROLL WITH 1" RADIUS SEE DETAIL K H- Y /4" DIA. SOLID CAST BALL BOTTOM RAIL DETAIL J Scale: 3/4" =1' -0" H- 18 19 �.� 13„ 4 p 3» 4 Y "THK.x Y" SCROLL Y” THICK MORTAR W J 6"x8 "x16" CONCRETE 1» 8 „ 1 - 1 TYP. 24 X100 1/8 W » TULIP » - 1- 3�i 0 CAULKING CULTURED STONE R1 1, VENEER p Y” THICK MORTAR W J 6"x8 "x16" CONCRETE L'- MASONRY UNITS, SOLID W GROUT FULL HEIGHT Li 4 ( #5 REBAR @ 24" O.C. Q Z p m J 0 l> �> Y" EXPANSION JOINT UATERIAL =j Z 6 "x8 "x16" CMU WALL „ ; BOTH SIDES OF g 6„ O ..J WALL TYP. � � Q � ' TOP OF SIDEWALK � PETAL U CORRUGATED VENEER CLIPS SHEET NO. 4" HIGH BLOCK JAM B DETAI L - ATTACH TO SHEATHING MASON RY WALL 8 ' r L .WALL FOOTING o Scale: 3" =1' -0" H- Scale: 1 112" =1' -0" H- f i , (3) #4 BARS, CONT. 22 23 24 _ . f �7 Y �� 7. Yo- V Y DETAIL - WALL SECTION L ' Scale: 3/4" =1' -0" H- Ak 4.� R1 4o b3 4 WROUGHT IRON GATE 6 "x8 "x16" CMU WALL TYP. STEEL DOOR JAMB CULTURED STONE VENEER WITH BASE Q[� 1/8 SQUARE UP VENEER TRUE TO DOOR MORTAR PETAL JAMB CORRUGATED VENEER CLIPS SHEET NO. DETAIL JAM B DETAI L - ATTACH TO SHEATHING MASON RY WALL 8 o Scale: 3" =1' -0" H- Scale: 1 112" =1' -0" H- OF 8OF27 22 23 24 _ . f �7 Y �� 7. Yo- V Y :I i DOOR - < SYMBOL WIDTH HEIGHT HEIGHT TYPE DETAIL DETAIL DETAIL REMARKS 11 " ' -0 SS A 3-0 3-0 4 FIXED H -6 B H -6 ERED GLA 7-0" 4'-0" ' -0" FIXED A/MH -6 B/MH -6 B/MH -6 TEMPERED GLASS QE 5' -0" 3' -0" 3' -6" BAY C/MH -6 D/MH -6 E/MH -6 ., OF 6' -0" 3' -0" 3' -6" BAY C/MH -6 D/MH -6 E/MH -6 EXTERIOR CORRUGATED VENEER CLIPS CULTURED STONE VENEER-- - WITH BASE MORTAR 5/8" SHEATHING WITH BUILDING WRAP ' --j DOOR HEADER RADIAL ARCH STONES SQUARE UP VENEER TRUE TO DOOR JAMB MORTAR FILL TO CREATE CLEAN EDGE INTERIOR --5/8" TYPE "X" SHEETROCK ---6x8 HEADER TRIMMED NAILERS 5/8" PLYWOOD BOXING LET-IN, SHAPED TO CIRCULAR ARCH DOOR JAMB -STEEL DOOR JAMB HEADER DETAIL 3 Scale: 1 1/2" =1' -0" H- STEEL DOOR JAMB TIMBER DOOR 2x6 DOOR FRAME OUT (INTERIOR SWING 2x6 STUD WALL WITH WEATHER STRI SQUARE UP MORTAR AGAINST ----" VENEER, TRUE TO DOOR JAMB EXTERIOR DOOR JAMB DETAIL Scale: 1 1/2" =1' -0" EXTERIOR STEEL DOOR JAMB ADA METAL THRESHOLD EXPANSION JOINT - MATERIAL TOP OF WALKWAY-] V8" TYPE SHEETR( FINISH NEATLY - DOOR FRAN EXTERIOR VA INTERIOR SIDING 5/8" SHEATHING 2x6 STUD WALL CAULK LINE CRIPPLE STUDS TO DOUBLE PLATE 4x8 TIMBER FALSE HEADER 5/8" TYPE "X" ROUGH CUT SHHEETROCK 1/2- LAG SCREW WITH 6x8 HEADER MALLEABLE IRON - WASHERS, TWO PLACES EACH SIDE OF HEADER CAULK LINE STEEL DOOR JAMB 2x4 TRIM CAULK LINE HEADER DETAIL 1 Scale: 1 1/2" =1' -0" "H- STEEL DOOR JAMB 2x6 DOOR FRAME OUT /-2x6 STUD WALL TIMBER DOOR EXTERIOR SWING WITH WEATHER STRI GLAZING WINDOW FRAME- BACKER ROD & ALANT 1 11x8" P LAR TRIM - 6 PLATFORM- - CORRUGATED FRAMING VENEER CLIPS D ORATIVE BEAM -� ATTACH TO SEE DETAIL F SHEATHING H- %" SHEATHING— WALL ;" SHEETROCK :R iR JAMB )RE WOOD DOOR 2x4 DOOR FRAME OUT i 9/p" hEETROCK " DOOR - O DOOR - 2O DOOR - 3O DOOR - SCHEDULE L S o z SYMBOL WIDTH HEIGHT THK. HARDWARE MATERIAL REMARKS 1 3-6" 8' -0" 2j4" WOOD DECORATIVE DOOR W/ GLAZING O Z m O IN N o 2 3-0" 7' -0" 2%411 Q WOOD DECORATIVE DOOR D <3> 3' -0" 7' -0" 134" HC/WOOD AFFIX ADA SIGNAGE PER CODE 0 4 3-10" 6' -0" 2%411 W STEEL WROUGHT IRON GATE, DTL L/DT -3 0= U) W 5 LLJ WINDOW SCHEDULE Y 0 U m J C/) SILL LL J HEADER JAMB SILL � O DOOR - < SYMBOL WIDTH HEIGHT HEIGHT TYPE DETAIL DETAIL DETAIL REMARKS 11 " ' -0 SS A 3-0 3-0 4 FIXED H -6 B H -6 ERED GLA 7-0" 4'-0" ' -0" FIXED A/MH -6 B/MH -6 B/MH -6 TEMPERED GLASS QE 5' -0" 3' -0" 3' -6" BAY C/MH -6 D/MH -6 E/MH -6 ., OF 6' -0" 3' -0" 3' -6" BAY C/MH -6 D/MH -6 E/MH -6 EXTERIOR CORRUGATED VENEER CLIPS CULTURED STONE VENEER-- - WITH BASE MORTAR 5/8" SHEATHING WITH BUILDING WRAP ' --j DOOR HEADER RADIAL ARCH STONES SQUARE UP VENEER TRUE TO DOOR JAMB MORTAR FILL TO CREATE CLEAN EDGE INTERIOR --5/8" TYPE "X" SHEETROCK ---6x8 HEADER TRIMMED NAILERS 5/8" PLYWOOD BOXING LET-IN, SHAPED TO CIRCULAR ARCH DOOR JAMB -STEEL DOOR JAMB HEADER DETAIL 3 Scale: 1 1/2" =1' -0" H- STEEL DOOR JAMB TIMBER DOOR 2x6 DOOR FRAME OUT (INTERIOR SWING 2x6 STUD WALL WITH WEATHER STRI SQUARE UP MORTAR AGAINST ----" VENEER, TRUE TO DOOR JAMB EXTERIOR DOOR JAMB DETAIL Scale: 1 1/2" =1' -0" EXTERIOR STEEL DOOR JAMB ADA METAL THRESHOLD EXPANSION JOINT - MATERIAL TOP OF WALKWAY-] V8" TYPE SHEETR( FINISH NEATLY - DOOR FRAN EXTERIOR VA INTERIOR SIDING 5/8" SHEATHING 2x6 STUD WALL CAULK LINE CRIPPLE STUDS TO DOUBLE PLATE 4x8 TIMBER FALSE HEADER 5/8" TYPE "X" ROUGH CUT SHHEETROCK 1/2- LAG SCREW WITH 6x8 HEADER MALLEABLE IRON - WASHERS, TWO PLACES EACH SIDE OF HEADER CAULK LINE STEEL DOOR JAMB 2x4 TRIM CAULK LINE HEADER DETAIL 1 Scale: 1 1/2" =1' -0" "H- STEEL DOOR JAMB 2x6 DOOR FRAME OUT /-2x6 STUD WALL TIMBER DOOR EXTERIOR SWING WITH WEATHER STRI GLAZING WINDOW FRAME- BACKER ROD & ALANT 1 11x8" P LAR TRIM - 6 PLATFORM- - CORRUGATED FRAMING VENEER CLIPS D ORATIVE BEAM -� ATTACH TO SEE DETAIL F SHEATHING H- %" SHEATHING— WALL ;" SHEETROCK :R iR JAMB )RE WOOD DOOR 2x4 DOOR FRAME OUT INSTALL EROCK " STEEL DO HOLLOW CO R JAMB DETAIL Scale: 1 1 /2" =1' -0" INTERIOR / TIMBER DOOR ADJUSTABLE SWEEP TOP OF FINISH FLOOR q e e .. SILL DETAIL 5 Scale: 1 1/2" =1' -0" H- '--- SIDING WITH BUILDING WRAP SHEATHING 2x4 POPLAR TRIM JAMB DETAIL 2 Scale: 1 1/2" =1' -0" "H- GLAZING- WINDOW FRAME BACKER ROD & SEA"-NT 1 "x$% TRIM - SIDE st 412 TIMBER — FALSE BEAM INSULATION IN INACCESSIBLE LOCATIONS ONLY SHEETROCK LOWER PLATFORM, 4" PLYWOOD 2x6 PLATFORM FRAMING 2x6 DBL. SILL PLATE �—INSULATION 2x6 CRIPPLE - SHEETROCK SHIPLAP SIDING DETAIL SILL BOX WINDO Scale: 1 1/2" =1' -0" SHIPLAP SIDING BUILDING WRAP SHEATHING 2x6 STUD WALL Y" LAG SCREW WITH MALLEABLE IRON WASHERS, TWO PLACES EACH SIDE OF HEADER _ 6x8 HEADER 4x8 TIMBER FALSE -__- HEADER, ROUGH CUT BACKER ROD & SEALANT--------- EALANT SHIM WINDOW FRAME SHEETROCK GLAZING HEADER DETAIL A Scale: 1 1/2" =1' -0" H- SILL AND TRI 2x6 DBL. SILL PLATE GLAZING WINDOW FRAME BACKER ROD &SEALANT 111x4" TRIM BUILDING WRAP % SHIPLAP SIDING HE 2x6 STUD AMING- JAMB/SILL DETAIL B Scale: 1 1/2" =1' -0" H- 2x8 PLATFORM FRAMING 2x4 NAILER %" SHEATHING 2x4 NAILER a 2x4 JOIST I O o II O II 5 " /s LAG SCREWS 12" I ( W/ WASHER 5 1 /8" � -- :. /s" LAG SCREWS CAMBER 24 "LET -IN" W/ WASHER I ( 2x6 STUD r 2' -32" SECTION KF Scale: 1 1/2" =1' -0" H- SHEATHING SHIPLAP SIDING FLASHING \4 ROOFING 2x6 NAILER SHEATHING t. ' > 2x4 FRAMING > INSULATION 2x4 NAILER, `> TRIMMED CASING BACKER-_ROD -� eALANT W FRAME GLAZING HEADER DETAIL - BOX WINDOW — - -- Scale: 1 112" =1' -0" � SHEETROCK WINDOW BOX SEAT 2x6 DBL. STUD BEYOND INSULATION v" " 21 a w rL v N W m r - INSULATION �j o C coCp _ W C U -6x8 HEADER i - SHEETROCK "c m W_o PPER PLATFORM; UU)� w U) 2 U ap T I- o sol 2(.5 u 0 o� s Co a i I o Q WINDOW FRAME- SHEATHING ' �-_5 /" GLAZING SIDING I BACKER ROD & SEALANT } BEYOND FRAME /SILL JAMB DETAIL D --- Scale: 1 1/2" =1' -0" H- 0., ni n Tr-oRM ATHING 2x4 NAILER VALL STUD TIMBER BEAM ` --2x6 "LET -IN" SECTION G Scale: 1 1/2" =1' -0" H- DETAIL - WINDOW TRIM Scale: 1/2" =1' -0" 1 19 13 14 15 10 7 18 19 20 21 1' DETAIL - BAY WINDOW Scale: 1/2" =1' -0" 2, 29 i 9/p" hEETROCK " S�SH- L S o z INTERIOR / TIMBER DOOR ADJUSTABLE SWEEP TOP OF FINISH FLOOR q e e .. SILL DETAIL 5 Scale: 1 1/2" =1' -0" H- '--- SIDING WITH BUILDING WRAP SHEATHING 2x4 POPLAR TRIM JAMB DETAIL 2 Scale: 1 1/2" =1' -0" "H- GLAZING- WINDOW FRAME BACKER ROD & SEA"-NT 1 "x$% TRIM - SIDE st 412 TIMBER — FALSE BEAM INSULATION IN INACCESSIBLE LOCATIONS ONLY SHEETROCK LOWER PLATFORM, 4" PLYWOOD 2x6 PLATFORM FRAMING 2x6 DBL. SILL PLATE �—INSULATION 2x6 CRIPPLE - SHEETROCK SHIPLAP SIDING DETAIL SILL BOX WINDO Scale: 1 1/2" =1' -0" SHIPLAP SIDING BUILDING WRAP SHEATHING 2x6 STUD WALL Y" LAG SCREW WITH MALLEABLE IRON WASHERS, TWO PLACES EACH SIDE OF HEADER _ 6x8 HEADER 4x8 TIMBER FALSE -__- HEADER, ROUGH CUT BACKER ROD & SEALANT--------- EALANT SHIM WINDOW FRAME SHEETROCK GLAZING HEADER DETAIL A Scale: 1 1/2" =1' -0" H- SILL AND TRI 2x6 DBL. SILL PLATE GLAZING WINDOW FRAME BACKER ROD &SEALANT 111x4" TRIM BUILDING WRAP % SHIPLAP SIDING HE 2x6 STUD AMING- JAMB/SILL DETAIL B Scale: 1 1/2" =1' -0" H- 2x8 PLATFORM FRAMING 2x4 NAILER %" SHEATHING 2x4 NAILER a 2x4 JOIST I O o II O II 5 " /s LAG SCREWS 12" I ( W/ WASHER 5 1 /8" � -- :. /s" LAG SCREWS CAMBER 24 "LET -IN" W/ WASHER I ( 2x6 STUD r 2' -32" SECTION KF Scale: 1 1/2" =1' -0" H- SHEATHING SHIPLAP SIDING FLASHING \4 ROOFING 2x6 NAILER SHEATHING t. ' > 2x4 FRAMING > INSULATION 2x4 NAILER, `> TRIMMED CASING BACKER-_ROD -� eALANT W FRAME GLAZING HEADER DETAIL - BOX WINDOW — - -- Scale: 1 112" =1' -0" � SHEETROCK WINDOW BOX SEAT 2x6 DBL. STUD BEYOND INSULATION v" " 21 a w rL v N W m r - INSULATION �j o C coCp _ W C U -6x8 HEADER i - SHEETROCK "c m W_o PPER PLATFORM; UU)� w U) 2 U ap T I- o sol 2(.5 u 0 o� s Co a i I o Q WINDOW FRAME- SHEATHING ' �-_5 /" GLAZING SIDING I BACKER ROD & SEALANT } BEYOND FRAME /SILL JAMB DETAIL D --- Scale: 1 1/2" =1' -0" H- 0., ni n Tr-oRM ATHING 2x4 NAILER VALL STUD TIMBER BEAM ` --2x6 "LET -IN" SECTION G Scale: 1 1/2" =1' -0" H- DETAIL - WINDOW TRIM Scale: 1/2" =1' -0" 1 19 13 14 15 10 7 18 19 20 21 1' DETAIL - BAY WINDOW Scale: 1/2" =1' -0" 2, 29 3 r N L1 V L1 n..n ° OF 9 OF 27 o z a) lL >,�p I f� Q p �' p N 0 rr 2 0:2 m Cr O O Z m O IN N o 'Q U i 0 Q uj 0 0 06 W W ( W 0= U) W 5 LLJ Y 0 U m J C/) LL J O O � O � z U ?>> as O O 0 H 13 3 POPLAR IM, 3 SIDES E DETAIL E 6' s a SHEET NO. 3 r N L1 V L1 n..n ° OF 9 OF 27 r CJ EXTERIOR INTERIOR CORRUGATED /x VENEER CLIPS 5/8" TYPE "X" SHEETROCK CULTURED STONE VENEER WITH BASE MORTAR. 6x8 HEADER 5/8" SHEATHING WITH " BUILDING WRAP DOOR HEADER f. TRIMMED NAILERS RADIAL ARCH STONES 5/8" PLYWOOD BOXING - - LET-IN, SHAPED TO 1 _ CIRCULAR ARCH DOOR JAMB SQUARE UP VENEER --�� STEEL DOOR JAMB TRUE TO DOOR JAMB MORTAR FILL TO % CREATE CLEAN EDGE HEADER DETAIL 3 Scale: 1 1/2" =1' -0" H_ STEEL DOOR JAMB TIMBER DOOR) 2x6 DOOR FRAME OUT WITFf I WEATHERSSTRGP , —2x6 STUD WALL SQUARE UP MORTAR AGAINST ----/ VENEER, TRUE TO DOOR JAMB EXTERIOR DOOR JAMB DETAIL Scale: 1 1/2" =1' -0" %" TYPE SHEETR( FINISH NEATLY DOOR FRAI' EXTERIOR INTERIOR SIDING 5/8" SHEATHING - 2x6 STUD WALL CAULK LINE CRIPPLE STUDS TO DOUBLE PLATE 48 TIMBER ____ FALSE HEADER —5/8" TYPE ROUGH CUT SHEETROCK 1/2" MALLEABLE IRON _ 6x8 HEADER WASHERS, TWO PLACES EACH SIDE OF HEADER CAULK LINE STEEL DOOR JAMB 2x4 TRIM CAULK LINE HEADER DETAIL 1 Scale: 1 1/2" =1' -0" H-� STEEL DOOR JAMB 2x6 DOOR FRAME OUT r- -2x6 STUD WALL TIMBER DOOR EXTERIOR SWING) WITH WEATHER STRIP WALL SHEETROCK :R IR JAMB )RE WOOD DOOR 2x4 DOOR FRAME OUT SkETROCK " DOOR - 10 DOOR.: < DOOR - <3> DOOR - < BUILDING WRAP DOOR — SCHEDULE SHEATHING OPENING FORCE NOT TO EXCEED 5# OPENING FORCE NOT TO EXCEED 5# OPENING FORCE NOT TO EXCEED 5# SYMBOL WIDTH HEIGHT THK. HARDWARE MATERIAL REMARKS 1 3' -6" 8' -0" 2%4" kETROC'K " WOOD DECORATIVE DOOR W/ GLAZING <9> 3' -0" 7' -0" 2%4" HOLLOW WOOD DECORATIVE DOOR 3 tt� 3 -0 t�� 7 -0 134" HC/WOOD AFFIX ADA SIGNAGE PER CODE 4 3-10" 6' -0" 2%4" 6x8 HEADER STEEL WROUGHT IRON GATE, DTL L /DT -3 WINDOW SCHEDULE HEADER, ROUGH CUT SYMBOL WIDTH HEIGHT SILL HEIGHT TYPE HEADER DETAIL JAMB DETAIL SILL DETAIL REMARKS SHIM BACKER ROD & SEALANT OA 3' -0" 3' -0" 4' -0" FIXED A/MH -6 B/MH -6 B /MH -6 TEMPERED GLASS HEADER DETAIL A © 5' -0" 3' -8" 3' -10" FIXED A/MH -6 B/MH -6 B/MH -6 © 6' -0" 3' -8" 3' -10" FIXED A/MH -6 B/MH -6 B /MH -6 QD 7' -0" 4' -0" 3' -0" FIXED A/MH -6 B /MH -6 B /MH -6 TEMPERED GLASS 2- OE QF 5' -0" 6' -0" 3-0" 3' -0" 3 -6" 3-6" BAY BAY C /MH -6 C/MH -6 D /MH -6 D/MH -6 E /MH -6 E /MH -6 EXTERIOR INTERIOR CORRUGATED /x VENEER CLIPS 5/8" TYPE "X" SHEETROCK CULTURED STONE VENEER WITH BASE MORTAR. 6x8 HEADER 5/8" SHEATHING WITH " BUILDING WRAP DOOR HEADER f. TRIMMED NAILERS RADIAL ARCH STONES 5/8" PLYWOOD BOXING - - LET-IN, SHAPED TO 1 _ CIRCULAR ARCH DOOR JAMB SQUARE UP VENEER --�� STEEL DOOR JAMB TRUE TO DOOR JAMB MORTAR FILL TO % CREATE CLEAN EDGE HEADER DETAIL 3 Scale: 1 1/2" =1' -0" H_ STEEL DOOR JAMB TIMBER DOOR) 2x6 DOOR FRAME OUT WITFf I WEATHERSSTRGP , —2x6 STUD WALL SQUARE UP MORTAR AGAINST ----/ VENEER, TRUE TO DOOR JAMB EXTERIOR DOOR JAMB DETAIL Scale: 1 1/2" =1' -0" %" TYPE SHEETR( FINISH NEATLY DOOR FRAI' EXTERIOR INTERIOR SIDING 5/8" SHEATHING - 2x6 STUD WALL CAULK LINE CRIPPLE STUDS TO DOUBLE PLATE 48 TIMBER ____ FALSE HEADER —5/8" TYPE ROUGH CUT SHEETROCK 1/2" MALLEABLE IRON _ 6x8 HEADER WASHERS, TWO PLACES EACH SIDE OF HEADER CAULK LINE STEEL DOOR JAMB 2x4 TRIM CAULK LINE HEADER DETAIL 1 Scale: 1 1/2" =1' -0" H-� STEEL DOOR JAMB 2x6 DOOR FRAME OUT r- -2x6 STUD WALL TIMBER DOOR EXTERIOR SWING) WITH WEATHER STRIP WALL SHEETROCK :R IR JAMB )RE WOOD DOOR 2x4 DOOR FRAME OUT GLAZING - WINDOW FRAME - BACKER ROD & SEALANT 1"x8" POPLAR TRIM- - 2x6 PLATFORM — CORRUGATED FRAMING VENEER CLIPS DECORATIVE BEAM —� ATTACH TO SEE DETAIL F SHEATHING H- 9/8" SHEATHIN EXTERIOR INTERIOR STEEL DOOR JAMB ---- TIMBER DOOR ADA METAL THRESHOLD ADJUSTABLE SWEEP EXPANSION JOINT MATERIAL TOP OF FINISH FLOOR TOP OF WALKWAY SILL DETAIL 5 Scale: 1 1/2" =1' -0" H- M1 u `--- SIDING WITH BUILDING WRAP SHEATHING 2x4 POPLAR TRIM JAMB DETAIL 2 Scale: 1 1/2" =1' -0" M H- INSTALL INSULATION IN INACCESSIBLE LOCATIONS ONLY SHEETROCK LOWER PLATFORM, 4" PLYWOOD 2x6 PLATFORM FRAMING � 2x6 DBL. SILL PLATE ---- INSULATION 2x6 CRIPPLE - SHEETROCK SHIPLAP SIDING SHEATHING ; SILL DETAIL - BOX WINDO Scale: 1 1/2" =1' -0" 1 1'2 1'3 1r4 SHIPLAP SIDING SkETROCK " BUILDING WRAP SHEATHING 2x6 STUD WALL I=::2. Y" LAG SCREW WITH kETROC'K " MALLEABLE IRON STEEL DOOR JAMB HOLLOW CORE WOOD DOOR JAMB DETAIL 7 Scale: 1 1/2" =1' -0" H- GLAZING - WINDOW FRAME - BACKER ROD & SEALANT 1"x8" POPLAR TRIM- - 2x6 PLATFORM — CORRUGATED FRAMING VENEER CLIPS DECORATIVE BEAM —� ATTACH TO SEE DETAIL F SHEATHING H- 9/8" SHEATHIN EXTERIOR INTERIOR STEEL DOOR JAMB ---- TIMBER DOOR ADA METAL THRESHOLD ADJUSTABLE SWEEP EXPANSION JOINT MATERIAL TOP OF FINISH FLOOR TOP OF WALKWAY SILL DETAIL 5 Scale: 1 1/2" =1' -0" H- M1 u `--- SIDING WITH BUILDING WRAP SHEATHING 2x4 POPLAR TRIM JAMB DETAIL 2 Scale: 1 1/2" =1' -0" M H- INSTALL INSULATION IN INACCESSIBLE LOCATIONS ONLY SHEETROCK LOWER PLATFORM, 4" PLYWOOD 2x6 PLATFORM FRAMING � 2x6 DBL. SILL PLATE ---- INSULATION 2x6 CRIPPLE - SHEETROCK SHIPLAP SIDING SHEATHING ; SILL DETAIL - BOX WINDO Scale: 1 1/2" =1' -0" 1 1'2 1'3 1r4 SHIPLAP SIDING BUILDING WRAP SHEATHING 2x6 STUD WALL I=::2. Y" LAG SCREW WITH MALLEABLE IRON WASHERS, TWO PLACES =__ - EACH SIDE OF HEADER _ 6x8 HEADER 4x8 TIMBER HEADER, ROUGH CUT - - -- SHIM BACKER ROD & SEALANT WINDOW FRAME SHEETROCK GLAZING HEADER DETAIL A Scale: 1 1/2" =1' -0" H- SILL AND TRI 2x6 DBL. SILL PLATE ---, GLAZING WINDOW FRAME BACKER ROD & SEALANT --� 1"x4" TRIM BUILDING WRAP SHIPLAP SIDING SHEATHING 2x6 STUD FRAMING JAM B /SILL DETAIL B Scale: 1 1/2" =1' -0" H- GLAZING 2x8 PLATFORM FRAMING WINDOW FRAME 2x4 NAILER BACKER ROD & 3/" SHEATHING SEALANT 1"x8" TRIM, 2x4 NAILER 3 SIDES 47" 8 — 2x4 JOIST 412 TIMBER I U FALSE BEAM j I I� a O LAG SCREWS 12" + — W/ WASHER 1 /8" I t516" LAG SCREWS CAMBER / 2x6 "LET -IN" W/ WASHER I 2x6 STUD 2' -32" SECTION F Scale: 1 1/2" —1' -0" Hy- e..o reI c-r SHEATHING SHIPLAP SIDING FLASHING ROOFING 2x6 NAILER SHEATHING / 2x4 FRAMING - INSULATION c- 2x4 NAILER, TRIMMED J CASING L BACKER ROD & SEALANT WINDOW FRAME GLAZING HEADER DETAIL - BOX WINDOW Scale: 1 112" =1' -0" SHEETROCK WINDOW BOX SEAT 2x6 DBL. STUD BEYOND INSULATION { c N W a t� - INSULATION U o L COT U ' --6x8 HEADER -� _0 N - SHEETROCK '0) Co W o PIPER PLATFORM U� T -Co �� LU. _q 'coo U (- o �C 0 o0- T m Q WINDOW FRAME—` 9/8" SHEATHING GLAZING SIDING BACKER ROD & SEALANT WINDOW FRAME /SILL BEYOND JAMB DETAIL D Scale: 1 112" =1' -0" Hy- h.. A T�ORM ATHING 2x4 NAILER BALL STUD TIMBER BEAM . 12x6 "LET -IN" SECTION G Scale: 1 1/2" =1' -0" H- DETAIL - WINDOW TRIM rl Scale: 112" =1' -0" M I- 'LA DETAIL -BAY WINDOW rH--N\ Scale: 112" =1' -0" :1SIIDES tAIL E H- - << 7 E +i 0 �t Cr to �z I� CD �j o �>o� ° T p U 7r o -:-5 jz m N N d p Q � = o _J Q 0 C/) W Li- _W_1 W W ::D U) ❑ W O = Q = U In J C0 LL _J O O >- ❑ F- z U 06 cr O O W, v 9� cam - `ze s y ��SHEET NO. Lll"ILl L_1 ° 0 n OF 9 OF 27 CS 0 REMOVE EXISTING SEWER LINE STUB—OUT -------------- s 100% F)(IST. 4! CONSTRUCT PRESSURE CLEANOUT TO SURFACE SEE DETAIL DUPLEX LIFT STA TION VE SEE DETAIL ----Pt P) 8 —08 311 IF Lox 2% S P� 401, v, ,,--EXIST. 1" WATER LINE tea- N 'ANOUE T AT SLAB C 4y, y .w. �y IV ---------- ---------- 200 AMP ELEC. SERVICE SUB-PANEL "EP" CONSTRUCT CATCH BASIN V. AND STORM DRAIN SEE DETAIL KA SEWER PLAN Scale: 1/4" =1' -0` kMH-71 4( 40 ROUTE UTILITIES TO POINTS OF SERVICE WITHIN 100' TO EXIST. ELECTRIC PLAN A w, / li u3� 13 13 FINISH GRADE 4" PRESSURE CLEANOUT 3"X4" WYE WYE TEE 22.50 10-0804 DUPLEX ALTERNATOR AND ALARM IN-WALL NEMA 4 STEEL LOCKABLE CABINET WITH BREAK RESISTANT WINDOW TO VIEW STATUS 4-PLEX OUTDOO OUTLET WITH G 1-1/2" CONDUITS CORD FEEDS TO FROMPU CAP LIFT STATION PUMP PANEL � i ID a) Scale: 1 1/2" =1' -0" �H- 7 j C3, < T C: C) 0 ,, i UNION (2 EA.) 'J"'"'l '/ �; o 36 36" CLEAR OPENING Co S SEWER FRAME COVER 3- GATE VALVE (2 EA.) CD (0 Co Co S5 C 0 3" CHECK VALVE PER PUMP) TO 1 -1(2" (,2" CONDUITS PANEL 10yo) < cc �5 - X < oft LL ,.--2" VENT UP THRU W 6 7= > It 0 C Y) oo 0') LJJ U Co —C 0 r.0 ELEV. 401.47 WALL C (D 0 U3 > UJ Z3 LIFT STATION PUMP PANEL � a) Scale: 1 1/2" =1' -0" �H- 7 j < T C: C) 0 UNION (2 EA.) 'J"'"'l '/ 36 36" CLEAR OPENING Co S SEWER FRAME COVER 3- GATE VALVE (2 EA.) Cm 3" CHECK VALVE PER PUMP) TO 1 -1(2" (,2" CONDUITS PANEL MANUFACTURER (2 EA.) ,.--2" VENT UP THRU ADJACENT BLDG. ELEV. 401.47 WALL ------------ cD 4 > C\i 3" PIPING Cu 10 CONC < GRAD 3"X3" TEE TURNED D WN 45* 0 z CONNECT TO EXISTING 4" SEWER FORCE MAIN STUB —OUT AND CAP UNDISTURBED SUBGRADE OR ELEV. 395.42 COMPACT 6" TO 90% DETAIL - LIFT STATION rB'N\ Scale: 1 1/2" =1' -0" 5 7 8 9 1,0 1,1 12 13 1" 15 16 19 20 21 22 23 24 5 SHEET NO. FLJ_1 LnJ OF 3 10OF27 A 30 CJ EXPOSED TRU fL00RlCEILING ----� JOISTS - SEE p c s� NORTH MAIN ROOM INTERIOR ELEVATION A Scale: 1/4" =1' -0" H- L 5/8" GYPSUM BOARD CEILING OVER PURLINS 5/8" GYPSUM BOARD EXPOSED TRU FORESHORTENED WALL AT ENTRANCE 10 "X7" PLASTIC "EXIT" - SIGN, CENTERED AND MOUNTED ABOVE DOOR EAST - MAIN ROOM INTERIOR ELEVATION Scale: 1/4" =1' -0" A f FINISH FLOOR 6x16 BEAM I i� 0 It ... 3/4" AC PLYWOOD CUT AT RADIUS TO MATCH TO SIDE CASING CAULK & 91 CD NORTH - ENTRANCES INTERIOR ELEVATION C Scale: H- INTERIOR- SYM. ITEM DETAIL 0 WINDOW TRIM:% A &B /MH -6 0 DOOR TRIM" 1 /MH -6 (g WAINSCOT WITH CHAIR RAIL H /MH -10 ® H C COIL UNIT - PKA -A36FA B &C /E -1 aY HVAC COIL UNIT - PKA -A36 B &C /E -1 INTERIOR ELEVATION E Scale: 1/4" =1' -0" H- INTERIOR ELEVATION F Scale: 1/4" =1' -0" H- 1 ,r i' j� Y FORESHORTENED �- CEILING AT ENTRANCE EAST - ENTRANCE INTERIOR ELEVATION D Scale: 1/4" =1' -0" H- © GUARD RAIL A- E /MH -5 07 LIGHT FIXTURE - FLUORESCENT WALL MOUNT B &C /E -1 ® LIGHT FIXTURE - FLUORESCENT CEILING MOUNT B &C /E -1 ( DUPLEX WALL RECEPTACLE B &C /E -1 10 CABINET ALCOVE WITH BARSINK C /MH -9 11 HANDRAIL PER ADA SEE SPECS 0 = o= INTERIOR ELEVATION MAP - 1/4" SCALE INTERIOR FINISH SCHEDULE Room /Area Floor Base Wainscot Wall Ceiling Remarks O - -- W - z D Y o iu- o m UIQ ' o o ° Z 1 r cw a �S 0IQ m 0 ic O 75 O cn U z 2 o8 3 W a, N N Q U O m � Li �i C7 -2 N m CU a) m 6 a 5 p Li CU M F = Q - C L ? 8 � w 0 O 0 MAIN ROOM 0 . 9' -0" . . Colored and Stamped - See Specifications ENTRANCE . 9' -0" . Colored and Stamped - See Specifications WET BAR Varies . . Colored and Stamped - See Specifications UNISEXTOILET . . . 1 9' -0" . Slope Floor to Floor Drain ELECTRIC ROOM 9' -0" STAIRS . Vaies I Heavy Timber Below Middle Landing 2ND FLOOR . Varies I I . . Laminate Flooring - See Specifications 7-3-/ n N o ci e: !t t.J Go W IE IE o a U L Cr CU o G° CO � U � co co m 0 > n U} M 00 '1 U C? . I o T- to �uj o ii ca I 2 0 C 0 i U) o Cu z O - -- W - z D Y o iu- o m UIQ ' o o ° Z 1 r cw a �S 0IQ m 0 ic O cry 1 C .J SHEET NO. OF 11 OF 27 U) o z O W LL W Q o D Y o 1 W m W J J rr O 75 O U FW-- z cry 1 C .J SHEET NO. OF 11 OF 27 I N EXPOSED TRUSS FLOOR�CEILING JOIST –SEE NORTH MAIN ROOM INTERIOR ELEVATION A Scale: 1/4" =1' -0" H- 5/8" GYPSUM BOARD CEILING OVER PURLINS GYPSUM FORESHORTENED WALL AT ENTRANCE EXPO' 10 "X7 "LIGH TED "EXIT" SIGN, CENTERED AND MOUNTED ABOVE DOOF EXPOSED TRUSS, TYP. EAST - MAIN ROOM INTERIOR ELEVATION Scale: 1/4" =1' -0" I "' = " " ° °R II�II�III'lll�lll�llll CD x1 BEAM W ^I 1 ` C) I NORTH - ENTRANCE INTERIOR ELEVATION C Scale: 1/4" =1' -0" H- INTERIOR SYM. ITEM DETAIL 1U WINDOW TRIM A &B /MH -6 LIGHT FIXTURE - FLUORESCENT CEILING MOUNT DOOR TRIM 1 /MH -6 0 WAINSCOT WITH CHAIR RAIL H/MH -10 ® HVAC COIL UNIT - PKA -A36FA B &C /E -1 �5 HVAC COIL UNIT - PKA -A36 B &C /E -1 INTERIOR ELEVATION E Scale: 1/4" =1' -0" H- 4 INTERIOR ELEVATION F Scale: 1/4" =1' -0" H- 0 3/4" AC PL CUT AT I TO MA1 SIDE l CAULK EAST-ENTRANCE INTERIOR ELEVATION D Scale-, 1/4" =1' -0" H- © GUARD RAIL A- E /MH -5 72) LIGHT FIXTURE - FLUORESCENT WALL MOUNT B &C /E -1 ® LIGHT FIXTURE - FLUORESCENT CEILING MOUNT B &C /E -1 ( DUPLEX WALL RECEPTACLE B &C /E -1 10 CABINET ALCOVE WITH BARSINK C /MH -9 11 HANDRAIL PER ADA SEE SPECS — M.- 072; ORESHORTENED EILING AT NTRANCE INTERIOR ELEVATION MAP - 1/4" SCALE C H- INTERIOR FINISH SCHEDULE Room /Area Floor Base Wainscot Wall Ceiling Remarks Q Ir Y a3 W y\ S J W 17] W I J (r O _O W U —ti -Z t z c ' Q -2 Co �` M m k I= m � �, _ � g J o i U a n Lu c� v MAIN ROOM • U- 0 a� ° 9' -0" Colored and Stamped -See Specifications ENTRANCE i 0 9' -Q" 0 Colored and Stamped -See Specifications WET BAR Q I . Vanes . Colored and Stamped -See Specifications UNISEX TOILET . . Q N . • . 9' -0" . Slope Floor to Floor Drain ELECTRIC ROOM � 00 cQ 9- -0 " • STAIRS Z iv Varres . rLaminate avyT imber Below Middle Landing 2ND FLOOR m > > LL Q O ! O N D m Cc Varies u C, O Qp Z CO aj CV Flooring - See Specifications . E 7.3- ffi ` o CU CO CO 0 U 2 'L CO T X i LL m W 0 0 W U L" ul t, c� (coo 00 T 4; � 0 o � T a- ❑ w I � T m / Q Ir Y a3 W y\ S J W 17] W I J (r O _O W U —ti -Z t z ffi ` o CU CO CO 0 U 2 'L CO T X i LL m W 0 0 W U L" ul t, c� (coo 00 T 4; � 0 o � T a- r..� 00' c� vl 0 kzze `0 SHEET NO. OF 11 OF 27 ❑ w I � T m W Q Ir Y O W Q = J W 17] W I J (r O _O W U —ti -Z t z ' � I k W i J o i U a U- 0 a� ° 0 i 0 0 Q I J Q Q N � 00 cQ Z iv m > > LL Q O ! O N D m Cc 2 Q u C, O Qp Z CO aj CV N ir N CO d Q Q O .u_ UO Q r..� 00' c� vl 0 kzze `0 SHEET NO. OF 11 OF 27 ❑ w z 0 LL- W Q Ir Y O W Q = J W 17] W I J (r O _O W U I-- z r..� 00' c� vl 0 kzze `0 SHEET NO. OF 11 OF 27 `i FORESHORTEN WA ELECTRI HANDDRYE NORTH r%ur% 11LA— IINMINJI I1vl`1 AT THRESHOLD PLUMBING FIXTURE SCHEDULE ITEM MANUFACTURER CATALOG NO. REMARKS Toilet Bradley WC7249FM Accessories: PSEAT, LCMFV (flush vale) Lavatory Elkay WCLWO1923OSDC Accessories: LK232SBH5* (faucet), LKAD174* (drain) Bar Sink Kohler K- 3382 -1 Accessories: K-8801 (strainer), K- 10433- (faucet) Water Heater Stiebel Eltron Mini 2 - Item #231045 Tankless Point -of -Use - Two (2)Required oD *Furnished Complete with Lavatory GENERATOR ACCESS DOORS ELEVATION B Scale: 1/2" =V-0" H- 1MEFRONT PANEL (E DOOR NAINSCOT TILE WALLS TILE FLOC & BAS EAST ACCESSORY SCHEDULE ITEM MANUFACTURER CATALOG NO. REMARKS Hand Dryer Bobrick B -7128 Mount at Recommended ADA Height Toilet Tissue Dispenser Bobrick B -3888 Recessed - Mount at Recommended ADA Height Mirror Bobrick B- 16581830 Mount at Recommended ADA Height Soap Dispenser Bobrick B -2111 Mount at Recommended ADA Height oD ) "x7' -0" DBL. RS W/ VANDAL STANT GLAZING )CK PER SPEC. L PLATE TILE BACKSPLASH & TILE COUNTER GFI — DUPLEX WALL ---_ RECEPTACLE it S.S. GRAB BAR RECESSED MULTI —ROLL- TOILET TISSUE DISPENSER BRADLEY ADA FRONT— MOUNTED STAINLESS STEEL TOILET W/ FLUSH VALVE UNISEX RESTROOM* A Scale: 1/2" =1' -0" H-9 ------- FLUORESCENT LI SEE ELECTRICAL 4 KOHLER SINGL CONTROL PUL SPRAY KITCHI SINK FAUCET KOHLER 20 "x; o TOP —MOUNT ' BAR SINK STIEBEL—EL 'MINI 2' TANK WATER HE GFI — DUPLE RECEPTACLE WET BAR ALCOVE ELEVATION C Scale: 1/2" = 1' -01I H -9 THINWALL DRYWALL SIMULATED PLASTER FINISH WITH ENAMEL PAIN, TYP. S -0" MAX. ADA LAVATORY CLEARANCE 6" SOUTH V -5" MIN. ADJUSTABLE STEEL SHELVING ----- STRIPS RECESSED INTO MELAMINE CABINET WALL OPEN TRIM FRONT FACE OF SHELVES SHELF TO MATCH CABINET DOOR FINISH CABINET SIDEWALLS TO BE MELAMINE, WHITE FINISH L Uttrxlr n i . BOBRICK MIRROR W STAINLESS STEEL CHANNEL FRAME ELKAY WALL —MOUNT ADA STAINLESS STEEL LAVATORY W/ FAUCET AND OVERFLOW 8 1 8 'a X �\1EER ° X Q z z t1 Z O �y 00 cv < R tl ar, O oD U rn U-) 00 I 2 N N N T U o 0 L C corn cD co 0 U o N � co '0 tc m C5 0 r 2 U co �C? IOWA I�������.��i�i�� 0 0 r d C CD a a 1 I c 0 Q ------- FLUORESCENT LI SEE ELECTRICAL 4 KOHLER SINGL CONTROL PUL SPRAY KITCHI SINK FAUCET KOHLER 20 "x; o TOP —MOUNT ' BAR SINK STIEBEL—EL 'MINI 2' TANK WATER HE GFI — DUPLE RECEPTACLE WET BAR ALCOVE ELEVATION C Scale: 1/2" = 1' -01I H -9 THINWALL DRYWALL SIMULATED PLASTER FINISH WITH ENAMEL PAIN, TYP. S -0" MAX. ADA LAVATORY CLEARANCE 6" SOUTH V -5" MIN. ADJUSTABLE STEEL SHELVING ----- STRIPS RECESSED INTO MELAMINE CABINET WALL OPEN TRIM FRONT FACE OF SHELVES SHELF TO MATCH CABINET DOOR FINISH CABINET SIDEWALLS TO BE MELAMINE, WHITE FINISH L Uttrxlr n i . BOBRICK MIRROR W STAINLESS STEEL CHANNEL FRAME ELKAY WALL —MOUNT ADA STAINLESS STEEL LAVATORY W/ FAUCET AND OVERFLOW GFI — DUPLEX RECEPT STIEBEL — ELTRON mnvi TANKLESS WATER HEATER OPEN ABOVE OPEN CABINET DETAIL ACCESSIBLE RESTROOM SIGNAGE, MOUNT PER ADA LEVER HANDLE LOCKSEI WITH "OCCUPIED" INDICATOF WEST MOULDING TO ALLOW FINGER PULLS /KNOBS)G (NO CABINET COMPOSITE DOORS CONSTRUCTED OF NATURAL WOOD, NO. 1 PINE EMULATE WAINSCOT ON WALL WITH SELF — CLOSING EUROPEAN STYLE HINGES. RESTROOM SIGNAGE ELEVATION D Scale: 112" =V-0" H- 5 :'.f 2 3 7.3- �J✓� � 3C X �\1EER ° X Q z z t1 Z O �y 00 cv < R tl ar, O oD U rn U-) 00 I 2 N N N GFI — DUPLEX RECEPT STIEBEL — ELTRON mnvi TANKLESS WATER HEATER OPEN ABOVE OPEN CABINET DETAIL ACCESSIBLE RESTROOM SIGNAGE, MOUNT PER ADA LEVER HANDLE LOCKSEI WITH "OCCUPIED" INDICATOF WEST MOULDING TO ALLOW FINGER PULLS /KNOBS)G (NO CABINET COMPOSITE DOORS CONSTRUCTED OF NATURAL WOOD, NO. 1 PINE EMULATE WAINSCOT ON WALL WITH SELF — CLOSING EUROPEAN STYLE HINGES. RESTROOM SIGNAGE ELEVATION D Scale: 112" =V-0" H- 5 :'.f 2 3 7.3- �J✓� � 3C ! o i 2 m Q OT 6 ° O ! Z 0 p C, of N m m ib °c °°!QU- o N J_ Q W ° z W W LL W = U w � I_ Q = Ill I Q Lt_ _- z 0 Q Imo- - U O O E- 07 W Cc qj �2 O� L� SHEET NO. � Lfd OF 12 OF 27 �\1EER ° � ; h AA b t1 Q O �y 00 cv R tl ar, O oD U C(D G Q 2 `m t U_ T U o 0 L C corn cD co 0 U o N � co '0 tc m C5 0 r 2 U co �C? 0 0 r d C CD a a I c 0 Q U h ! O ! o i 2 m Q OT 6 ° O ! Z 0 p C, of N m m ib °c °°!QU- o N J_ Q W ° z W W LL W = U w � I_ Q = Ill I Q Lt_ _- z 0 Q Imo- - U O O E- 07 W Cc qj �2 O� L� SHEET NO. � Lfd OF 12 OF 27 w o_j 4' -0» 9' -211 STRUCTURAL HANGAR C14 TOP STEP TO ' SPAN ENTIRE LANDING TOP 01- STRUCTURAL LANDING HANGER f 1„ 2x TREADS & RISERS SEE DETAIL /`B� MH -10 2x12 STRINGER, 4 REQUIRED 10x12 TIMBER STEPS ° 2x12 L'Noo SEE DETAIL C FLO -H OR � O l MH -10 TS STRUCTURAL HANGER 2x12 STRINGER, 4 REQUIRED ANCHOR 1ST STEP, RIP PLATE TO 69/8" RISE SECTION - STAIRS A Scale: 1/2" =1' -0" H -1 f r „ 2 CONSTRUCTION POCKET SCREWS @ 8" 0. C. ATTACH STEPS TO STRINGERS WITH 3 "x3" ANGLE CLIPS " CONSTRUCTION 'OCKET SCREWS } 8" 0. C. ISTRUCTION @ 8" 0. C. 0 3 DETAIL - UPPER STAIR RUN B Scale: 1 -1/2" =1' -0" H -1 SAFETY STAR NOSING TYPE 24H, COLOR BLACK. ROUTE INTO TREAD 1" ° A -/ Y "R TOP OF FINISH FLOOR 1Ya "PLYWOOD SUBFLOOR 4x12 FLOOR JOIST Y4 ROUND y i 1 ROUTE OUT Y" DEEP FOOTPRINT IN SUB ; FLOORING FOR POST MOUNTING PLATE, SHIM AS REQ'D. TO PLUMB POST 1\ ATTACH BOTTOM STEP TO WALL PLATE ON WALL SIDE WITH 3 "x3" ANGLE CLIPS 2x12 SET 1ST STEP ON l STRINGERS ;/ - LEVELING GROUT ANCHOR PLATE APPLY CONSTRUCTION ATTACH BOTTOM STEP TO FLOOR GLUE ALONG STRINGERS WITH 3 "x3" ANGLE CLIP, 4 EA. CONCRETE ANCHORS REQ'D. DETAIL - LOWER STAIR RUN C Scale: 1 -1/2" =V -0" H -1 2x6 OUTSIDE WALL 1 x12" CLEAR ---, PINE INVERTED FINISH STRINGER , , , 1 1 1 1 1 1 1 1 Y4" QUARTER ROUND MOLDING SHORT WALL BOTTOM PLATE SCREW MOUNT PLATE TO BOTTOM OF POST WITH 5 EACH 3" CONSTRUCTION - -- SCREWS, PROVIDE PILOT HOLES POST MOUNTING PLATE SEE DETAIL F XyA MH -10 i SCREW MOUNT POST VIA PLATE Y4" QTR. ROUND ON PERIMETER OF POST Y "x4" CLEAR PANE ROUTEDjDGE I Y Y4 "x4; 71� N 0 i i� 14 TOP STEP TO SPAN ENTIRE LANDING TOP OF LANDING s » 2 CONSTRUCTION POCKET SCREWS 8" O.C. ATTACH STEPS TO STRINGERS WITH 3 "x3" ANGLE CLIPS 2x12 FLOOR JOISTS 11" -H STRUCTUR HANGER 9,_2» STRUCTURAL HANGAR - STRUCTURAL HANGER 11 1)) )IOOI Co +I f�Ic 2x TREADS & RISERS SEE DETAIL MH -10 2x12 STRINGER, 4 REQUIRED 1 0x1 2 TIMBER STEPS SEE DETAIL MH -10 2x12 STRINGER, 4 REQUIRED ANCHOR V1ST STEP, RIP PLATE TO 65/" RISE SECTION - STAIRS A Scale: 1/2" =1' -0" H -1 S FETY STAR NOSI G TY 2411, D OR BLACK. ROUT 10 TREAD 01E 2x TREAD1 » 4 D RI E AT �- ATI EDGES ,...n6 Y4 "R--\ 2" CONSTRUCTION POCKET SCREWS 8" 0. C. 2Y " CONSTRUCTION SCREWS @ 8" O.C. ATTACH TREADS TO STRINGERS WITH 3 "x3" ANGLE CLIPS APPLY CONSTRUCTION GLUE ALONG STRINGERS 2x12 STRINGERS DETAIL - UPPER STAIR RUN rB Scale: 1 -112" =1' -0" H-1 TOP OF FINISH FLOOR 1Ys "PLYWOOD SUBFLOOR 4x12 FLOOR JOIST Y ROUND 2x6 OUTSIDE WALL i , I I I I I Y4" QUARTER ROUND MOLDING 1 x12» CLEAR PINE INVERTED \ \\ FINISH STRINGER \ I ` I ' I I I i I I I I I , I , r Y4" QUARTER \ , ROUND MOLDING - SHORT WALL BOTTOM PLATE / ROUTE OUT Y" DEEP FOOTPRINT IN SUB FLOORING FOR POST MOUNTING PLATE, SHIM AS REQ'D. TO PLUMB POST ` ATTACH BOTTOM STEP TO WALL PLATE ON WALL SIDE WITH 3 "x3" ANGLE CLIPS 2x12 ,; ��, SET 1ST STEP ON STRINGERS LEVELING GROUT ANCHOR PLATE APPLY CONSTRUCTION - ATTACH BOTTOM STEP TO FLOOR GLUE ALONG STRINGERS WITH 3 "x3" ANGLE CLIP, 4 EA. CONCRETE ANCHORS REQ'D. DETAIL - LOWER STAIR RUN /O'C� Scale: 1-112" =1' -0" SCREW MOUNT PLATE TO BOTTOM OF POST WITH 5 EACH 3" CONSTRUCTION SCREWS, PROVIDE PILOT HOLES POST MOUNTING PLATE SEE DETAIL F MH -10 Fill SCREW MOUNT POST VIA PLATE \ 3/" QTR. ROUND ON--\,\\ PERIMETER OF POST "x4" CLEAR PINE , ROUTED EDGE �\ Y4 x4 CLEAR PINE \\ APRON Y" CHAMFER WITH 4 EACH. 3 CONSTRUCTION SCREWS, PROVIDE PILOT HOLES ENSURE BLOCKING AVAILABLE FOR FULL SCREW CONNECTION x6 RAILING POST —FLOORING TRANSITION MOLDING 3 SIDES OF POST, MITERED /-- FINISH LAMENATE FLOORING ' ,1- - 12x4 JOISTS BOTTOM EDGE PINE MOLDING DRYWALL WITH 6x BEAM THINWALL SIMULATED PLASTER FINISH DETAIL - BALCONY POST MOUNT E Scale: 1 -112" =1' -0" H -10 flNO FLANGE FOR POST MOUNTING TO WOOD FLOOR OR STEPS FULL FLANGE FOR�r- --� POST MOUNTED ON - - -- -- - - -- - CONCRETE ONLY I I Y4" COUNTERSUNK ___'1'_'_ HOLES ON BOTTOM I I OF PLATE ' '��N . _.. - 4 I I Y" COUNTERSUNK 64" HOLES ON TOP 7„ OF PLATE rM1o0 DETAIL - POST PLATE F Scale: 3" =1' -0" H -1 3 4 5 6 7 9 10 11 12 13 14 BASE PLATE Vx2Y" LAG SCREW WITH MALLEABLE IRON WASHERS @ 2' O.C. -2x8 WHITE FIR ROUGH CUT, BELT SAND HALF DEPTH, \\ Y4" CHAMFER EDGES I I I -;-2x4 TOP PLATE ON SHORT WALL '-2x2 CHAIR RAIL DETAIL - STAIR LANDING Scale: 1-1/2" =1' -0" 2x4 FLOOR OR CEILING JOIST OR PURLIN DRYWALL WITH THINWALL SIMULATED PLASTER FINISH BOTTOM CHORD OF TRUSS OR BEAM DETAIL - CEILIN Scale: 1-112" STEEL GUARDRAIL SEE DETAIL / N� / a I S I 1 1 / / QTR. ROUND PINE MOLDING ON FULL PERIMETER G FINISH I =1' -0" H -1 "X3" CONSTRUCTION SCREWS, PILOT DRILL 3/" QTR. ROUND MOLDING ON PERIMETER OF POST I -- I I I , , Y" POST MOUNT PLATE SEE DETAIL/,' -F� ROUTE TIMBER STEP DOWN Y" FOR PLATE RECESS 34" QUARTER ROUND , I , , 28„ �r -------- i 1x12 CLEAR PINE FINISH STRINGER I I � I 1 � , ROUTE NOTCH TO RECEIVE WAINSCOT \WAINSCOTING - l ABASE WITH QUARTER I� ROUND MOLDING LAG SCREW, BLACK WITH MALLEABLE BLACK IRON WASHER, PORTLAND BOLT, OR APPROVED EQUAL -2x8 ROUGH CUT WHITE FIR FALSE HEADER, BELT SAND OFF HALF DEPTH OF ROUGH SURFACE Y" CHAMFER FRONT PERIMETER. REVEAL Y" 1x4 CLEAR PINE WINDOW CASING 1 x CLEAR PINE WINDOW FINISH, SIDES AND TOP 1X6" CLEAR PINE WINDOW SILL 1x4 CLEAR PINE APRON, Y" CHAMFER 3 REVEALED EDGES PINE CORNER MOLDING FOR OUTSIDE CORNERS DRYWALL WITH THINWALL SIMULATED PLASTER FINISH 2x2 CLEAR PINE CHAIR RAIL 1 x4 CLEAR PINE APRON, Y" CHAMFER BOTTOM EDGE WAINSCOT PINE PLANKS, BEADED 516 "0%6" 1x6 CLEAR PINE BASE, Y" CHAMFER TOP FACE 3/" QTR. ROUND CLEAR PINE MOLDING DETAIL - INTERIOR WINDOW TRIM G DETAIL - WALL TRIM H Scale: 1-1/2" =1' -0" H-1 Scale: 1-112" =1' -0" �_i M 3 -)sl --r on m 0 -1 W_ LL Cl) W U) W C) LLJ V O GO C1 C' _ ..S LL 0 J LL Cc Q U (n OD N , CU o �° L (z C� _CT � U � )44)- z i < LL Co 4) m C W o 0 T -5 LJJU c) CC) Co Co a � � O r— 0 0 o m Q LL Q Q a � U W ° °o z O N > o °C � U r _I Z I r i mLL �E > ;° o O N JJm cc . t o 3 O:2 m o Z N m d PINE CORNER MOLDING FOR OUTSIDE CORNERS DRYWALL WITH THINWALL SIMULATED PLASTER FINISH 2x2 CLEAR PINE CHAIR RAIL 1 x4 CLEAR PINE APRON, Y" CHAMFER BOTTOM EDGE WAINSCOT PINE PLANKS, BEADED 516 "0%6" 1x6 CLEAR PINE BASE, Y" CHAMFER TOP FACE 3/" QTR. ROUND CLEAR PINE MOLDING DETAIL - INTERIOR WINDOW TRIM G DETAIL - WALL TRIM H Scale: 1-1/2" =1' -0" H-1 Scale: 1-112" =1' -0" �_i M 3 -)sl --r on m 0 -1 W_ LL Cl) W U) W C) LLJ V O GO J z LL 0 J LL Cc Q U (n �q m r♦. all F-4 00 / �\% rt cn�l S 6 4, SHEET NO. 9 Gil o o OF 13 OF 27 :r-4 T N N V L a n d s c a e f o r m s 431 LAVNDALE AVE. PHDE, 8-521 2546 KALANAZ®, NI 49048 FAX: 269- 381 - 55 TITLE. PRESMM STRAIGHT FLAT 4 SEAT IESIa mSIDID PATENT.- D-38397 n 11 1/2" SURFACE MOUNT PLACEMENT A Scale: 1/4" = V -0" DT -1 91 1/2" 1/2" TYP. SPACING TOP VIEW 1 Y" DIA. TUBE FRAME 2 Y2" DIA. TUBE SUPPORT 92" FRONT VIEW DETAIL - PARK BENCH B Scale: 3/4" = V -0" DT -1 DETAIL - BENCH PLACEMENT 1 Scale: 1/4" = V -0" DT -1 5/8" DIA. SOLID ROD SEAT INSERT 123/411 N M� T `'J T 85. 11.. 8 4 2" STD PIPE WELDED TO BOTTOM OF $ BASE PLATE 0 3/4 "X1 -5/8 "' SLOT IN TOP EDGE OF PLATE 2 EA. 7/16" HOLES IN ADA RAMP �j'� BASE PLATE, CENTERED ON HASPE POSITION RELIANCE FOUNDRY CO. R7589 DUCTILE IRON DRAIL BOLLARD 1 "X32 "FASTENING ROD, NUTS AND WASHERS FROM BOLLARD MANUFACTURER 4.500" OD SCH 40 STEEL "--6" O.D. SURFACE MOUNT SIDE VIEW PLATE WITH THREE 9/16" HOLES UNDER COVER PLATE ANCHOR WITH 3/8 "x4" S.S. EXPANSION ANCHORS PIPE. RUNS TO BOTTOM OF 5" PIPE 0 N i -_ 3/8" TOP PLATE ' 5/8" BASE PLATE q. 10 i•.. a 4 ,y. .ea SEE DETAIL D ► 444BARS WITH W #3 DT -1 e I HOOPS N _ _ +� 5.563" OD SCH 80 STEEL PIPE SLEEVE r � CONCRETE BASE i I � � - 1/4" BOTTOM PLATE V -0" DIA. SECTION ALL FABRICATED STEEL ITEMS TO BE HOT DIPPED GALVANIZED DETAIL - REMOVABLE BOLLARD rC� Scale: 1" = 1' -0" 3/8" TOP PLATE 14" 5/16" STEEL 5/8 BASE ROD BENT FOR PLATE HASPE i N �I TIN — T z , 1/4X1 -7/8 SLOT ON EACH SIDE OF PIPE 1„ DIA. PLATE (2 RQD.) FOR WRENCH ACCESS 22 2 -1/2" SCH 40 2" EACH SLOT STEEL PIPE FOR DETAIL - BOLLARD HASPE AND BASE K�Df� H ASPE RECESS Scale: 3" = V -0" DT -1 3000 PSI CONCRETE COLOR AND TEXTURE PER LEGEND, PROVIDE EXPANSION JOINTS AT 60' MIN. 1/2" EXPANSION JOINT MATERIAL SEE DETAIL F DT -1 `* TOP OF 1 % MIN. - L2%/, TYP. SIDEWALK/PLAZA Ir IhI!i I 11 =1ii�i ltHil-= �=E1, ; _: =1= ZI - / /�� % > COMPACT 6" OF ```���!`�� SUBGRADE TO 90% OF MAX. REL. DENSITY DETAIL - SIDEWALK E Scale: 1/2 =1' -0" DT -1 NEATLY CAULK TOP OF JOINT TOP OF SIDEWALK - TOP OF SIDEWALK/PLAZA 7 �/L 2' EXPANSION JOINT MATERIAL DETAIL - EXPANSION JOINT F Scale: 1 112" =:T-0" DT -1 SAFETY RAILING 3000 PSI CONCRETE COLOR AND TEXTURE PER LEGEND, PROVIDE EXPANSION JOINTS AT 60' MIN. 1/2" EXPANSION JOINT MATERIAL SEE DETAIL H �r DT -1 1% MIN. - 2% TYP. EXIST. CANAL PERIMETER WALL EXIST. COBBLE EDGE OF CANAL COMPACT 6 OF SUBGRADE TO 90 °/p `\ 4 OF MAX. REL. DENSITY DETAIL - SIDEWALK G Scale: 1/2 =1' -0" DT -1 NEATLY CAULK TOP OF JOINT TOP OF SIDEWALK =� _ 1 TOP OF POND WALL - Q I DETAIL - EXPANSION JOINT H Scale: 1 112 =1' -0" �T- 10 11 12 13 14 15 16 1 7 1$ 19 20 21 22 23 24 2: • G F _ <'3 1/2" EXPANSION JOINT MATERIAL N� U T N O P QU C T O � co � c� rn Co UCo Co u- Y Q) �m -0'' C o ui -r- a5 -> fn U �0) rn `{ U 01,01 4, c/5 c Q O i m 0 .Q Cr (o � D d i Aj o m o IQ m� �mIQO U Co O o° Z m O P0 N i N N co 15 CC OC W z J J {Y w Q U cW w O J = W F' _J w Ne U) Q m CL Lu Q m 0 F- C� ��� , •s t lizzo i SHEET NO. P'To � OF 14 OF 27 ei ■ umm m VK Hh'rmuvw r-WUHL. V -8" SQR SLOPE PLANTER TO INLET---\ 4 - #4 BARS, CENTERED T� _Z CAST -IN -PLACE CONCRETE BASE 12" PVC SDR 35 STORM DRAIN PIPE WITH 90' ELBOW 2' -4" SQR SECTION L/11J 111 \V t1L 1!111 `IIIVV t<t'/'1LL PRECAST CATCH BASIN WITH GALVANIZED BAR GRATING, CHRISTY V12 WITH V12-71W GRATE OR APPROVED EQUAL. D ETAI L- CATC H BAS I N A Scale: 3/4" = V -0" DT -2 1Y4" HANDRAIL WITH MIDRAIL II II II II WARNING CURB Co CONTINUOUS 3000 PSI CONCRETE COLORED LENGTH OF RAMP 611 -1 g AND TEXTURED PER PLAN I FINISH GRADE • Co ' \ \ /'\ "--- COMPACT 6" OF SUBGRADE TO 11 -011 90% OF MAX. REL. DENSITY SECTION - TYPICAL RAMP EDGE Scale: 3/4" = V -0" 1Y" HANDRAIL WITH MIDRAIL II II II II I II 2 II - Co II RETAINING WALL 611 z WITH BRICK TOP N :E 't 3000 PSI CONCRETE COLORED I Co AND TEXTURED PER PLAN L :L. '6 v 1 d AV fOi 8 WALL FOOTING \ \ �\ COMPACT 6" OF SUBGRADE TO 5" 90% OF MAX. REL. DENSITY 1' -611 Y2" EXPANSION JOINT MATERIAL SECTION - RAMP AT WALL C Scale: 3/4" = V -0" DT -2 EXIST. LANDING- & STAIRS= r Z_J WALL FOOTING--J I PLANTER VIEW 1 EXIST. STAIRS (EXIST. 0 WON] r���i��l:�i����Z�w�■11���I t..., ,,,.,.J DETAIL - WALKWAY EDGE r14 Scale: 3/4" = V -0" DT- 1Y" HANDRAIL WITH MIDRAIL TOP OF SIDEWALK RETAINING WALL / WITH BRICK TOP ------------- - -- - -J VIEW 2 PROFILE WALL PLAN F Scale: 1/8" = 1' -0" DT -2 II .I II II I II II - I I Co Co 3000 PSI CONCRETE COLORED R2' TYP. ; ; AND TEXTURED PER PLAN Co II - II � FINISH GRADE \ \j \N \-- COMPACT 6" OF SUBGRADE TO 90% OF MAX. REL. DENSITY 11-011 Co ao Y" EXPANSION JOINT MATERIAL SECTION - RAMP N EXTENDED FOOTING KD r Scale: 3/4" = V -0" DT -2 CMU WALL BRICI WALL CAI PHI LTUREC J I VIII.- VENEER BELOW WALL FOOTING HANDRAIL SEE DETAIL K DT -3 SEE DETAIL G DT- — J L —_ I VIEW 3 HANDRAIL SEE DETAIL 14 O !i rL 00 TOP OF SIDEWALK -ADA WARNING CURB ENSURE SUPPORT OF SMALL PIECES DETAIL - BRICK WALL CAP CORNER LAYOUT G Scale: 1 1/2" = V -0" DT -2 BRICK WALL CAP WATER PROOF PLANTER 8 "x8 "x16" CONCRETE MASONRY SIDE OF WALL PER C.O. UNITS, SOLID GROUT FULL HEIGHT STD. L -9 CULTURED STONE VENEER, GROUND LINE APRROX. 1" ABOVE TOP OF SIDEWALK � � r r:. , #4 BOND o BEAMS PARK BENCH __1 _r % = ` - #4 0 24" VERTS ON RUN OF WALL op WALKWAY CO LL Q�p CONTINUOUS WITH 1 SIDEWALK EXPANSION JOINT � :, � - = � �;.�. PROVIDE 8 OF DRAIN MATERIAL aj a GRAVEL UNDER ENTIRE u.S =- PLANTER AREA #4 ® 4" Q 0- #4 BARS @ 12" MAX. .. •• ;\ Q w CONTINUOUS z cn 2 w REINFORCED CONCRETE 2' -211 w Cr w FOOTING U cn U) J � SECTION - WALL E Scale: 3/4" = V -0" DT -2 a Iro m N W U 2 L C r o Co c� U M (D co C U r ^trr. W a� O m c v W ° _] Co U Co w CO E) op i r I 2° � so. 0 0 r T Q a � m Q i t j � 1 f O U Q O �j SHEET NO. 19'v o tQ-q OF 15 OF 27 o CO LL Q�p p 2 � W iUr- 0 i o m m aj a [36 iQc) u.S q Q 0- Q w z cn w w Lu w Cr w 0 U cn U) J � � O O = w o J J z w I- Cr W Cr U cn 4 � Co U- 0 F- 0 �j SHEET NO. 19'v o tQ-q OF 15 OF 27 DECORATIVE BOLLARDS LOCATIONS PER PLAN SEE DETAIL B T- ATTACH WITH 1/4"X2" STAINLESS STEEL ANCHORS 2 EA. FLANGE, SEE SPECS. TOP OF — SIDEWALK -MOUNTING FLANGE TOP AND BOTTOM RAILS SEE DETAIL KT"� D -U 5-0" MAX. 2 "x2 "x14GA. TOP RAIL I 2 "x2 "x14 GA.---) BOTTOM RAIL WROUGHT IRON FENCE DETAIL Scale: 1/2" =1' -0" 18 "SQR.x42 "HT. PRECAST 1' -6" BOLLARD WAUSAU TILE, PRODUCT # TF6039, (COLOR TBD) SLUICEWAY EXIST. CANAL WALL ATTACH NEW FENCE PANEL TO EXIST. FENCE POST TOP OF WALK EXIST. CANAL WALL FENCING POST- - SEE DETAIL rC 3 EQUAL 2 "x2 "x14GA. TOP RAIL i -2 "x1 "x14GA. MID RAIL PUNCH FOR +! PICKETS T," ZOO --4 4 " TYP. "x5/ "x16GA. ±+ CKETS �-1N N CAST BALL CAP, MATCH IASE 1, FASTEN SECURE POST "x3 "x3/16" STEEL JBING POST DRYPACK CORE HOLE CHAMFER AROUND POST TOP OF CONCRETE PAVING ROVIDE DRILLED =NCE POST FOOTING 5" DIA. FENCE POST DETAIL / CC Scale: 3/4" =1' -0" -MILL HOUSE WALL -PLANTER- CORNER POST EQUAL 3' -102" ip 2 "x1 "x14GA. MID RAIL FACE OF - `�' PUNCH FOR PICKETS I STUD WALL �I IE `-9/8%9/8%1 6GA. 2 "x2 "x14 GA. PICKETS BOTTOM RAIL Scale: 1/2" =1' -0" DGE OF PAVING 4- p) 00 0 i I � PROVIDE DRILLED FENCE POST FOOTING i N 1„ 4 2 "x3 "xY" ANGLE - -J GATE FRAME PLAN VIEW HEAVY DUTY HINGE " HILTI HDI S.S. DROP IN ANCHOR GATE � - - -- FRAME I HEAVY a DUTY HINGE "x1Y" S.S. ROUND FRONT HEAD BOLT & WASHER, TAMPER RESISTANT DETAIL- GATE HINGE I Scale: 3"=V-0" T -3 1" 2)' 1" 7 5 16 "x1" SCOTS N 1» 1» 2 3" 2 MOUNTING FLANGE DETAIL F Scale: 3 " =1' -0" T -3 HANDRAIL PIPE DRYPACK CORE HOLE IPE OR SOLID CHAMFER AROUND ISERT POST DETAI FACE OF WALL—, VENEER GATE POST WITH—., LOCK HASPE TYP 2 "X3 " OVERLAPPING PLATE FOR LOCK HASPES, DRILLED FOR LOCK - CITY TO PROVIDE LOCK MILL CREEK SEE DETAIL H TOP OF FOUNDATION 1Y" DIA. HANDRAIL 12" MIN. EXTENDED 12" MIN, PARALLEL WITH LANDING & RETURNED TO POST I N T I 0 I TOP OF RAMP OR WALKWAY L Co CORE DRILL HOLES HANDRAIL SLIPJOINT L LU IN WALL r = l Scale: 3" = V -0" DT -3 r� DIA. TYP. 1Y" DIA. HANDRAIL PARALLEL DETAIL - HANDRAIL WITH WALKWAY /RAMP C A` 4' -7" 2 "x2 "x14GA. TOP RAIL 4' -18" EXISTING PILASTER HEAVY DUTY ! GATE HINGES _ SEE DETAIL o I T-3 I 4 -- — -- 2 "x2 "x14 GA. SIDE RAIL -- — — -� 5$ "x5/ "x16 GA. PICKETS 2 "x2 "x14GA. - -} BOTTOM RAIL PROVIDE DRILLED FENCE POST FOOTING GATE DETAIL- SLUICE ACCESS Scale: 3/4"=V-0" -TOP OF SIDEWALK _J �S�SI � 1 (2" WIDE E BAND 'Kx2 "DEEPx3Y "LONG "PADDLES" )R. STEEL "SPOKES" K2 "DEEP STEEL "HUB" SLIP JOINT SEE DETAIL L T- 00 Co Co 8' -0" MAX. BETWEEN HANDRAIL SUPPORTS DETAIL - HANDRAIL KK Scale: 112" = V -0" DT -3 # 4 RETURN TO POST J Scale: 3/4" = V -0" DT -3 -DOGLEG HANDRAIL KNOB AND LOCKABLE DEAD WHERE EXTENSION BOLT SET, MATCH BUILDING CREATES A HAZARD HARDWARE. MOUNT TO PLATES ON GATE. 1-1Y" DIA. HANDRAIL SUPPORT POST MILL SEE DETAIL OGO H TOP OF T -3 SIDEWALK /RAMP PERFORATED METAL 23% OPCN1 AREA, WELDLTO' 23% NOTE: ALL HANDRAILING TO BE INSIDE BACK OF FRAME. FIELD FABRICATED THEN REMOVED AND SENT TO SHOP FOR SHOP APPLIED FUSION EPDXY POWDER COATING. PROVIDE SLIP JOINTS WHERE NEEDED FOR ERECTING IN FIELD - Scale: 3/4"=T-0" L z cc � N W 0 Ir 0 U T ° co °° 4) U a0 6 co � � lL .00 Co C) w ° UrCo LIJ u Co 1: - 0 !! LIM, �(0 C � 0 o a Co Q Q. a .Q 0 0 .2 ca -a- Z w p f=- I f� � 1 LL O. N C, CO 2 !U U OT C o �.. N a. o°Cia°LL0 o Q n m Q w z J Y w cn w J C/) w O U 0 = UJ J z LL UJI U w d m O U Q� 4P �°- -, #0 �a �L SHEET NO. � OF 16 OF 27 Co 4 "DIA. SCH. 40 I ` ' P.V.C. PIPE SLEEVE EXISTING SIDEWALK, SAWCUT TO ALLOW FOOTING y" EXPANSION JOINT MATERIAL 4 �Co 0O ;� �,,,, II 11 . � °. II� c II ` /�� n Y2 0x8 n GALV. THREADED ANCHOR #3 HOOP 3" DIA. SCH. 40 2' -0" SQR. STEEL PIPE ANCHOR FOOTING DETAIL - BOLLARD ANCHORAGE & FOOTING B Scale: 3/4" =1' -0" T -3 SLUICEWAY EXIST. CANAL WALL ATTACH NEW FENCE PANEL TO EXIST. FENCE POST TOP OF WALK EXIST. CANAL WALL FENCING POST- - SEE DETAIL rC 3 EQUAL 2 "x2 "x14GA. TOP RAIL i -2 "x1 "x14GA. MID RAIL PUNCH FOR +! PICKETS T," ZOO --4 4 " TYP. "x5/ "x16GA. ±+ CKETS �-1N N CAST BALL CAP, MATCH IASE 1, FASTEN SECURE POST "x3 "x3/16" STEEL JBING POST DRYPACK CORE HOLE CHAMFER AROUND POST TOP OF CONCRETE PAVING ROVIDE DRILLED =NCE POST FOOTING 5" DIA. FENCE POST DETAIL / CC Scale: 3/4" =1' -0" -MILL HOUSE WALL -PLANTER- CORNER POST EQUAL 3' -102" ip 2 "x1 "x14GA. MID RAIL FACE OF - `�' PUNCH FOR PICKETS I STUD WALL �I IE `-9/8%9/8%1 6GA. 2 "x2 "x14 GA. PICKETS BOTTOM RAIL Scale: 1/2" =1' -0" DGE OF PAVING 4- p) 00 0 i I � PROVIDE DRILLED FENCE POST FOOTING i N 1„ 4 2 "x3 "xY" ANGLE - -J GATE FRAME PLAN VIEW HEAVY DUTY HINGE " HILTI HDI S.S. DROP IN ANCHOR GATE � - - -- FRAME I HEAVY a DUTY HINGE "x1Y" S.S. ROUND FRONT HEAD BOLT & WASHER, TAMPER RESISTANT DETAIL- GATE HINGE I Scale: 3"=V-0" T -3 1" 2)' 1" 7 5 16 "x1" SCOTS N 1» 1» 2 3" 2 MOUNTING FLANGE DETAIL F Scale: 3 " =1' -0" T -3 HANDRAIL PIPE DRYPACK CORE HOLE IPE OR SOLID CHAMFER AROUND ISERT POST DETAI FACE OF WALL—, VENEER GATE POST WITH—., LOCK HASPE TYP 2 "X3 " OVERLAPPING PLATE FOR LOCK HASPES, DRILLED FOR LOCK - CITY TO PROVIDE LOCK MILL CREEK SEE DETAIL H TOP OF FOUNDATION 1Y" DIA. HANDRAIL 12" MIN. EXTENDED 12" MIN, PARALLEL WITH LANDING & RETURNED TO POST I N T I 0 I TOP OF RAMP OR WALKWAY L Co CORE DRILL HOLES HANDRAIL SLIPJOINT L LU IN WALL r = l Scale: 3" = V -0" DT -3 r� DIA. TYP. 1Y" DIA. HANDRAIL PARALLEL DETAIL - HANDRAIL WITH WALKWAY /RAMP C A` 4' -7" 2 "x2 "x14GA. TOP RAIL 4' -18" EXISTING PILASTER HEAVY DUTY ! GATE HINGES _ SEE DETAIL o I T-3 I 4 -- — -- 2 "x2 "x14 GA. SIDE RAIL -- — — -� 5$ "x5/ "x16 GA. PICKETS 2 "x2 "x14GA. - -} BOTTOM RAIL PROVIDE DRILLED FENCE POST FOOTING GATE DETAIL- SLUICE ACCESS Scale: 3/4"=V-0" -TOP OF SIDEWALK _J �S�SI � 1 (2" WIDE E BAND 'Kx2 "DEEPx3Y "LONG "PADDLES" )R. STEEL "SPOKES" K2 "DEEP STEEL "HUB" SLIP JOINT SEE DETAIL L T- 00 Co Co 8' -0" MAX. BETWEEN HANDRAIL SUPPORTS DETAIL - HANDRAIL KK Scale: 112" = V -0" DT -3 # 4 RETURN TO POST J Scale: 3/4" = V -0" DT -3 -DOGLEG HANDRAIL KNOB AND LOCKABLE DEAD WHERE EXTENSION BOLT SET, MATCH BUILDING CREATES A HAZARD HARDWARE. MOUNT TO PLATES ON GATE. 1-1Y" DIA. HANDRAIL SUPPORT POST MILL SEE DETAIL OGO H TOP OF T -3 SIDEWALK /RAMP PERFORATED METAL 23% OPCN1 AREA, WELDLTO' 23% NOTE: ALL HANDRAILING TO BE INSIDE BACK OF FRAME. FIELD FABRICATED THEN REMOVED AND SENT TO SHOP FOR SHOP APPLIED FUSION EPDXY POWDER COATING. PROVIDE SLIP JOINTS WHERE NEEDED FOR ERECTING IN FIELD - Scale: 3/4"=T-0" L z cc � N W 0 Ir 0 U T ° co °° 4) U a0 6 co � � lL .00 Co C) w ° UrCo LIJ u Co 1: - 0 !! LIM, �(0 C � 0 o a Co Q Q. a .Q 0 0 .2 ca -a- Z w p f=- I f� � 1 LL O. N C, CO 2 !U U OT C o �.. N a. o°Cia°LL0 o Q n m Q w z J Y w cn w J C/) w O U 0 = UJ J z LL UJI U w d m O U Q� 4P �°- -, #0 �a �L SHEET NO. � OF 16 OF 27 m -A 410 R 408.11.__ _ -------- _ 404-x___- 40.0 -� - - -- - -- - `s 394_j'__ 392 -j- - - 390.1____ 9 +50 \ \� POUR CONCRETE W1, P. 1. 22.50 ELBOW € \ A. 10 +13.78 cP \ THRUST BLOCK --MILL HOUSE --- y \4z \ SEE SHEETS y �� \ REMOVE EXISTING PLUG AND MH -1 TO MH -7 ° \ �` CONNECT TO EXIST. 36" PVC SDR35 STA. 10 +14.54± P.I. EXIST. 45° ELBOW STA. 10 +25.88 INSTALL 36" PIPE STUB TO O �\ SLUICEWAY N\ `` r= =;;� N\N` — EXISTING GATE OPERATOR VAULT /C SDR35 II `. ` \ FOR WEIR n I - -_j"; i `\ `\ CONSTRUCT REINFORCED CONCRETE SLUICEWAY `\ , 2; -4„ , \9/< SEE DETAIL WW \ ,, -� \\ \\ i GATE OPERATOR i ,1 1 \N 9�F�, \ `\ STA. 9+91.40 ; 1 II 1 `s;o `. NN .0,4� `N\\ 1 EXISTING CANAL WALL s 1 \_ - - -- -' i 1 1 ' \ NN -- -- EXISTING INTAKE T'\ y EXISTING CANAL BANK i 1� i ` \ EXISTING CANAL WALL do I 1 1 I - - -- EXISTING REMOVABLE ° i �1 i �1 \ CONCRETE WALL PANEL \ r-------------------- - - - - -- - - - - - -� 1 1 ` \\ ��\ - - -------- __ -------- - - - - -- ------------------------ r-- + - - - - -- 1 1 _ _ ------ - - - - -- I 1 / 1 1 / END, PLUG BEV DESOLATE - - - -- i - - -i-_' NN Z EXISTING TAILRACE 11 DURING CONSTRUCTION I I i- - - -_ -- \ `N I i i i i i i I I i I I I 1 i i i i i I I I i i i i i I I i EXISTING WEIR i STRUCTURE I I I i i i i END TAILRACE STA. 10 +71.39 I l i i i i i Z I l i i W 0 FLOW rL LOW WATER CHANNEL Co - - - - - - - - - i - - - -ice — — - - - - - - - - - - - - - - i I C9 Z H V) i x ' i 2 PLAN - SLUICE & TAILRACE A �------------------- - - - - -- MILL HOUSE SEE SHEETS 1� MH -1 TO MH -7 1 I 1 I I 1 1 1 I I I I ` I `• � I Scale: 1"=5' CTGGI I*ARRI(`ATr:n \A /ATFR1A11-11 =FI - - -- - - -- SEE DETAIL A to WW -3 O w i t- I = to Co I 0) U? O M I Cr o N p d w I+ o I M of— Q lO j I U W c+) W J I w -, Z 0 I Q I Q O U) o ap U ao Cl) W - WATERWHEEL--RADIAL GATE <C Z i SEE DETAIL , A I z T w w i I I j W WW -4 Fa- UJ - w - t° l O Lq ---------- - - - - -- ----- - - - - -- PIPE INVERT\\\ I ' 1 ------------- --` 0.10 = /a - - - -_ - - -- I I I ---------------------------- ----------- C/) y W Q W Q 12- U EXIST. REMOVABLE +40 +50 +60 � ( X2-0 I m w + o��� Y LL U o W CONCRETE WALL PA EL ( U z C i z J w W Q Oc) Q r '. -- I - - - -- ----------------------- N U) U (n ' V 'M ELEV. 401.00 L------------------------------------ SHEET NO. +70 +80 U ,� 3 S OF 17 OF 27 - -- - - -- - =g. y 1 - -- ------------------ -------- �3 ELEV. 394-59 ' --------------------------------- REINFORCED `- J CONCRETE SLUICEWAY SEE DETAIL r B FURNISH & INSTALL 4.54LF OF 36" PVC SDR 3,' +60 +70 +80 +90 10+00 +10 +20 + PROFILE - SLUICE & TAILRACE Horiz. Scale: 1"=5' Vert. Scale: 1"=5' - -_ S= 30 E.R *� tv' ,vM >C_ d d U C z "s "Q/ 00 N W N c� U C r C o 0 C co U rn� h 6co 0p � w ) 14 _ I� C: Co W o .; W"t U �:m w� -op Cr Eo 0 'o 2(o cA c 0 0 rS .r--CL 9� a i I o I .Q U Q i C 0 I � I r I1 N Cl) 0 0 o N 3cr 0 a C) Qv zco N a 0 w LT_ o APPROXIMATE FINISHED GRADE W W Cl) W <C Z EXIST. TAILRACE 36" PVC SDR35 a- r'r ---------- - - - - -- ----- - - - - -- PIPE INVERT\\\ ------- s - - - --- --sss- ------------- --` 0.10 = /a - - - -_ - - -- ------------- - - - - -- ---------------------------- ----------- C/) y W Q W Q 12- U CC) rr +40 +50 +60 E.R *� tv' ,vM >C_ d d U C z "s "Q/ 00 N W N c� U C r C o 0 C co U rn� h 6co 0p � w ) 14 _ I� C: Co W o .; W"t U �:m w� -op Cr Eo 0 'o 2(o cA c 0 0 rS .r--CL 9� a i I o I .Q U Q i C 0 I � I r I1 N Cl) 0 0 o N 3cr 0 a C) Qv zco N a 0 w LT_ o W W Cl) W <C Z I a- r'r n N � Q Q _� W H a- C/) y W Q W Q 12- U CC) rr W W U) O Z J_ Y LL U o W U z C J C J w W Oc) Q r '. �a - - - -- ----------------------- V 'M SHEET NO. +70 +80 U ,� 3 S OF 17 OF 27 D ETAI L M Scale: 1" = 1' -0" WW- ---BAR GRATING 1° 17fi "x17fi "xr GALV. ANGLE FRAME I-- 4 WITH 4" ANCHORS AT 18" O.C. a Jgg -� - - -- I. - - - -- -- - - - - -- I I EXISTING RLMOV4BLE CONCRETE �PANE� � I I � I I � I I ' I I FABRICATE ANDI INSTALL JI w w iI �' S3 I e —c 0 r. OPERATOR 1' -6" 1' -6" 4 I I _ #4 CAD 12" /- #4 0 12" CENTER _� IN WALKWAY !-7 — _ �— --� -9 d I WALL. CANAL i -1 "xis" GALV. BAR GRATING SEE DETAIL B 11)6"XII)VA" GALV. ANGLE FRAME K ")i WITH 4" ANCHORS AT 18" O.C. 2 C-1 7 10 rN 1, 31- 011 7� 1011 N DETAIL M DETAIL rN OPERATOR Scale: 1 1 1-01, 1011 11-611 11-611 9-4 Scale: 3" V-0" VW-2) LIE GATE PYLONS 3 1 il SEE DETAIL KE O BAR GRATING 31-011 94 BAR GRATING REMOVE CONCRETE S TAI DETAIL —#4 0 12 9 --PLACE CULTURED VARIES PANEL & INSTALL STONE VENEER ON B SCRE CANAL FACE ONLY SEA R E DETAIEN L #5 TOP BAR 1 #4 0 12" CENTER I; q, F IN WALKWAY _.—EXIST. CANAL ri 2 CLR. OD ,---- EXIST. CANAL CLR. WALL WALL 2" CLR. 4L I �i 7 i ZI 4 11 2 42- 9 C) 211, CD 50 A #5 0 1 ilt 1. #5 01 ,#5 0 1 501 "I @ IL _j Z� ------- 7-777,11.4 tw 12-7 t #5 012 LH. #4 BAR DRILLED & EPDXY #5 012- 3" CLR. #5 0 12- 3" CLR. 5 0 1 2- AT 12" O.C. 6" EMBED. #5 0 12"�Jrj Z�" BLOCKOUTS #5 0 12- #5 0 12" BOTTOM & SIDES #5 0 12" Z��!#5 0 12" f FOR GATE SEAL SEATS SECTION tl G J� 1 SECTION 1 0'*' I SECTION Scale: 3/8" 1'-0" \Ey Scale: 3/811 = 11-0,, \E-,V Scale: 3/8" = 1'-01' \WW- Scale: 3/8" = 1' -0" _j LLI Ld i MILL HOUSE BUILDING LINE 101, - - 171-011 91-611 i 1011 22.5' PVC SDR35 ELBOW CONC. THRUST BLOCK 41-0" L --------- C:) ---------------- �ff , / -------------------------- WALKWAY 11-01, C) 7 LZ 7 Ir E 411 C3 Co 1141, 41 ice- -------------------- ______ __ L T -------------------------------------- ------------- --tPLACE CULTURED EXISTING RLMOV!�,BLE STONE VENEER ON CONCRETE ,PANES CANAL FACE ONLY ---------------- -- --------- - - - --1 FABRICATE AND INSTALL PLAN - SLUICEWAY rA BAR SCREEN EXIS11NG CANAL WALL .SEE DETAIL K-A Scale: 3/8" = 1'-0" STEEL FABRICATED WATERWHEEL K–A� o SEE DETAIL STEEL FABRICATED RADIAL GATE WITH R A ww-v SEE OPERATO DETAIL r 6'A4" --------------------------- DETAIL D 41-011 WALKWAY Scale: 1 1'-0" (L ELEV. 404.33 STIRRUPS. ONE REQ'D —T— #4 T EACH FACE OF PYLONS CY) 411 L - - - - - - - - - - - - - V. 401.00 G$ 7--T --- T---T-- T__\ Al J, - - - __., � I- 1_ I 1� ..... .......... #5 @ 12' E. vy. #5 0 12"-�- 611 #4 0 12" E.W. b 7 E. W. 0. F. 36" PVC SDR35 PIPE AND ELBOW #4 0,,1-' 2) • CC- CV ELEV. 397.00 7 7 STREAMLINE 77 777, EFFECTS L ---------- --------- ------ - SEE DETAIL L #5 0 12" E.W. LT #5 ®12" E.W. f CY) ELEV. 394.59 Al 91-321 1 " Li .1. 0 12- E.W. 10„ T-82 6" � EXISTING CONC. PLUG, TRIM-' SECTION - SLUICEWAY B REMOVE EXISTING STUB & CONNECT TO Scale: 3/8" = 1'-0" \E-,V EXISTING PIPE WITH 22.5* ELBOW i I I I I I i 3 4 5 8 10 11 17 13 14 17 16 -BEVEL FINISH MORTAR AT TOP AND SIDES CULTURED STONE VENEER 31-0" ELEV. 401.00 #5 a 12" —#5 0 12" ENTRANCE RADIUS L9 ro TRANSITION TO PIPE AL _j r2m CONSTRUCT RADIUS ENTRANCE TO PIPE SHAPE STRUCTURE INVERT & SIDES TO PIPE ---- (o CY) H z 0 o Z C co Co r*- T Cn CO cc X 0 0) w< LL a) (Z u.j C) cf) C) : -Cr) 6 )-oo 0) w 75 c) _ op 0(o L) 1 2 (o cfj (1) C C) 0 CD 0- 7 A "0" RING GASKET t FOR WATERSTOP A J —#4 HOOP —SECTION rK Scale: 3/8" = 11-011 21-6" .0 0 CC o DETAIL ) 0 . 0 2 Scale: 1 1' -0" WW- 1 . w D cf) Z cc ---------------------------- In LLj b 0 1z 10311 LL >, C) no < C) 00 PERPENDICULAR' 0 r_ C) Co I (D z CD C�l Co 0: Lu DIMENSION 0 < U- 101 1-0 93" (o 4 w — - — - — - - - — - — - SLUICEWAY < BOTTOM GATE T SEAL SEAT DETAIL j/ F CIL- SEE DETAIL E Scale: 1" 11-011 < U) _j N _j w Q 11-611 11-211 11-611 < LL 0- [-- -Y4" WHEEL BEARING (D 01 y w SUPPORT PLATE Ljj cc n SEE DETAIL < > m >< LEVELING DRYPACK— if MORTAR LL < w III 4 – %4%8" S.S. z C–) DRILL–IN EXPANSION J D ANCHORS, DOUBLE , ' _j NUT WITH WASHERS C) (n w �/ W CENTERLINE OF RADIAL 9 GATE ARM f/ < _j 2)" BLOCKOUT SPACE FOR RADIAL GATE ARM 45* GROUT FACE GATE SEAL V-4-41 SEATS SEE DETAIL "-6 IZL) 75 0 (o 0 GROUT SEAT SPACE AFTER Q� 1 ADJUSTMENT OF SEATS 0 0 AND GATE SEALS _j SHEET NO. 3 941" DETAIL 1'**' E OF Scale: 1 11-011 18 OF 27 )o 21 22 23 24 a 30 a f- r2m CONSTRUCT RADIUS ENTRANCE TO PIPE SHAPE STRUCTURE INVERT & SIDES TO PIPE ---- (o CY) H z 0 o Z C co Co r*- T Cn CO cc X 0 0) w< LL a) (Z u.j C) cf) C) : -Cr) 6 )-oo 0) w 75 c) _ op 0(o L) 1 2 (o cfj (1) C C) 0 CD 0- 7 A "0" RING GASKET t FOR WATERSTOP A J —#4 HOOP —SECTION rK Scale: 3/8" = 11-011 21-6" .0 0 CC o DETAIL ) 0 . 0 2 Scale: 1 1' -0" WW- 1 . w D cf) Z cc ---------------------------- In LLj b 0 1z 10311 LL >, C) no < C) 00 PERPENDICULAR' 0 r_ C) Co I (D z CD C�l Co 0: Lu DIMENSION 0 < U- 101 1-0 93" (o 4 w — - — - — - - - — - — - SLUICEWAY < BOTTOM GATE T SEAL SEAT DETAIL j/ F CIL- SEE DETAIL E Scale: 1" 11-011 < U) _j N _j w Q 11-611 11-211 11-611 < LL 0- [-- -Y4" WHEEL BEARING (D 01 y w SUPPORT PLATE Ljj cc n SEE DETAIL < > m >< LEVELING DRYPACK— if MORTAR LL < w III 4 – %4%8" S.S. z C–) DRILL–IN EXPANSION J D ANCHORS, DOUBLE , ' _j NUT WITH WASHERS C) (n w �/ W CENTERLINE OF RADIAL 9 GATE ARM f/ < _j 2)" BLOCKOUT SPACE FOR RADIAL GATE ARM 45* GROUT FACE GATE SEAL V-4-41 SEATS SEE DETAIL "-6 IZL) 75 0 (o 0 GROUT SEAT SPACE AFTER Q� 1 ADJUSTMENT OF SEATS 0 0 AND GATE SEALS _j SHEET NO. 3 941" DETAIL 1'**' E OF Scale: 1 11-011 18 OF 27 )o 21 22 23 24 a 30 (.L Q J V W w 3 W. -------------------------------- WATERWHEEL HUB i I RADIAL GATE '------------ - - - - -- ----- - - - - -- ------ - - - - -- I I r MILL HOUSE WALL FRAME LINE - - -- -- ------------------------------- - - -� -- rIN TIV T T Lo WATERWHEEL PYLON --- PLAN - WATERWHEEL A Scale: 3/4" = 1' -0" INVII-3 WHEEL SPOKES fURED STONE CH C3x5.0 CHANNEL FOR SPOKE O )(6" PLATE FOR RIM %s" FLATHEAD S.S. ALLEN SCREWS WITH LOCK WASHER AND CASTLE NUT. COUNTERSINK ON OUTSIDE OF RIM X %3" PLATE FOR LAP SPLICE SECTION - RIM SPLICE E Scale. 3 = V-0" VWII-3 �-- -- ---- -ii II - -- - -- tiR Y - - 2 BOLT MOUNT BEARING II CI Co .> Q tJ o - �I W <� . t, —r r WITH HERSS AND LOCK 6 BEARING MOUNTS O �S ¢ N L� w T Co 0 N 0 i' .......................... N B I I r MILL HOUSE WALL FRAME LINE - - -- -- ------------------------------- - - -� -- rIN TIV T T Lo WATERWHEEL PYLON --- PLAN - WATERWHEEL A Scale: 3/4" = 1' -0" INVII-3 WHEEL SPOKES fURED STONE CH C3x5.0 CHANNEL FOR SPOKE O )(6" PLATE FOR RIM %s" FLATHEAD S.S. ALLEN SCREWS WITH LOCK WASHER AND CASTLE NUT. COUNTERSINK ON OUTSIDE OF RIM X %3" PLATE FOR LAP SPLICE SECTION - RIM SPLICE E Scale. 3 = V-0" VWII-3 TI� ao T A %3" PLATE 8 – Sys" FLATHEAD S.S. ALLEN � SCREWS WITH LOCK WASHER J AND CASTLE NUT. COUNTERSINK ON OUTSIDE OF RIM WHEEL RIM AND VANES DETAIL - RIM SPLICE D Scale: 3" = 1' -0" WW -3 SECTION - WATERWHEEL B Scale: 3/4" = 1' -0" WW-3 10 11 12 1 A SPLICE DETAIL D "O AND PA KEYED 14 wo 2' -91 2 SECTION - WATERWHEEL C Scale: 3/4" = 1' -0" WW -3 16 17 18 1c 2 SET S " S. PART AT EA MOUNT PILLOW BLOCK WITH JTY SEALED BALL OR ROLLER ZIRK FITTED WITH SET )CK TO SHAFT, 2 REQUIRED. SPOKE EN SEE DE C3x5.0 CHANNEL FOR BOLT TOKHUb 14 %,nmmrcR DETAIL F Scale: 1-1/2" = 1' -0" WW -3 C3x5.0 CHANNEL" STAINLESS STEEL FOR SPOKES HUB PLATE EPDXY COAT WITH EXCEPTION OF SLEEVE INTERIOR AND KEYWAY BEARINGS - GATE 3 SPACES 1%" EACH / OO O ! Qo OO 3 – Y" S. S. HEX BOLTS WITH LOCK WASHERS & CASTLE NUT \. �-- -- ---- -ii II - -- - -- tiR Y - - 2 BOLT MOUNT BEARING II CI Co .> Q tJ —S.S. THREADED STUDS �I W <� . T I STOPS FOR r WITH HERSS AND LOCK 6 BEARING MOUNTS O �S ¢ N L� w T Co 0 TI� ao T A %3" PLATE 8 – Sys" FLATHEAD S.S. ALLEN � SCREWS WITH LOCK WASHER J AND CASTLE NUT. COUNTERSINK ON OUTSIDE OF RIM WHEEL RIM AND VANES DETAIL - RIM SPLICE D Scale: 3" = 1' -0" WW -3 SECTION - WATERWHEEL B Scale: 3/4" = 1' -0" WW-3 10 11 12 1 A SPLICE DETAIL D "O AND PA KEYED 14 wo 2' -91 2 SECTION - WATERWHEEL C Scale: 3/4" = 1' -0" WW -3 16 17 18 1c 2 SET S " S. PART AT EA MOUNT PILLOW BLOCK WITH JTY SEALED BALL OR ROLLER ZIRK FITTED WITH SET )CK TO SHAFT, 2 REQUIRED. SPOKE EN SEE DE C3x5.0 CHANNEL FOR BOLT TOKHUb 14 %,nmmrcR DETAIL F Scale: 1-1/2" = 1' -0" WW -3 C3x5.0 CHANNEL" STAINLESS STEEL FOR SPOKES HUB PLATE EPDXY COAT WITH EXCEPTION OF SLEEVE INTERIOR AND KEYWAY BEARINGS - GATE 3 SPACES 1%" EACH / OO O ! Qo OO 3 – Y" S. S. HEX BOLTS WITH LOCK WASHERS & CASTLE NUT \. DETAIL - WHEEL VANES J tiR Y Scale: 1 -1/2 = V-0" 2 BOLT MOUNT BEARING Cc. o C.r OI r% - CI Co .> Q tJ —S.S. THREADED STUDS �I W <� . T I STOPS FOR r WITH HERSS AND LOCK 6 BEARING MOUNTS O �S ¢ N K w T Co 0 N 0 T N Scale: 1-1/2" = 1' -0" WW-3 C� L I _ 0 fr V O 73 D O i N 0 N c�D i U_ U o co rn� Co .� "u- ROLLED PLATE m W 0 U) U ) .:m w U) M� M U `pp _J G' T O Ec) :2(0 vi c 0 O� m CL - 41 a .Q yU N Q C 0 Ir c9 ONE SIDE 2Y2 "0 HEAVY DUTY FULL LENGTH `„ _ SLEEVE KEYED FOR V "x %" SQR. KEY. PROVIDE TWO SET EDGE OF ��� SCREWS !! VANE DETAIL- WHEEL HUB V Scale: 1-1/2" = 1' -0" UWV-3 J Li Li DETAIL - WHEEL VANES J Scale: 1 -1/2 = V-0" 2 BOLT MOUNT BEARING a) 0 4 2 WELD THREADED —S.S. THREADED STUDS T I STOPS FOR r WITH HERSS AND LOCK I � BEARING MOUNTS I SA ¢ DETAIL K Q T Co 0 N 0 O � 1Z C:) N Scale: 1-1/2" = 1' -0" WW-3 CnD _ C fr V O 73 D O i N 0 N c�D w U) ROLLED PLATE _ -- - -�16 " _J II \ J N Q Q \\ 41 2 LL 11 w WHEE` NTER OF °16'13" [I: Cc �- lo C 21 W Q ,DMA - -_= R3 v QM Lt1 n- w 0 CL Co Cc T_ 053'12" %% u- W 71 \��\\ rr 92 3 31 R11 , '- W W `. % J c9 ONE SIDE 2Y2 "0 HEAVY DUTY FULL LENGTH `„ _ SLEEVE KEYED FOR V "x %" SQR. KEY. PROVIDE TWO SET EDGE OF ��� SCREWS !! VANE DETAIL- WHEEL HUB V Scale: 1-1/2" = 1' -0" UWV-3 J Li Li 4 – %4 "x8" S.S. _ EXPANSION r 7WW -3 DRILL–IN a ANCHORS WITH DOUBLE NUT & WASHERS N4" S.S. PLATE 7z---,Typ. \,\ SECTION - MOUNT PLATE H Scale: 1 -1/2" = T -0" WW-3 %4' S.S. PLATE 121 SHEET NO. BEARING MOUNT PLATE I of Scale: 1 -112" = 1' -0" �-3 19 OF 27 2' 23 29 /yc DETAIL - WHEEL VANES J Scale: 1 -1/2 = V-0" 2 BOLT MOUNT BEARING PILLOW 4 2 WELD THREADED —S.S. THREADED STUDS T I STOPS FOR r WITH HERSS AND LOCK I � BEARING MOUNTS cS.. SA LEVELING DRY PACK PACK MORTAR H CnD _ s �, 4 – %4 "x8" S.S. _ EXPANSION r 7WW -3 DRILL–IN a ANCHORS WITH DOUBLE NUT & WASHERS N4" S.S. PLATE 7z---,Typ. \,\ SECTION - MOUNT PLATE H Scale: 1 -1/2" = T -0" WW-3 %4' S.S. PLATE 121 SHEET NO. BEARING MOUNT PLATE I of Scale: 1 -112" = 1' -0" �-3 19 OF 27 2' 23 29 /yc vT DA M-4 -=■ 74 +1 CV i � I I PLAN - BAR SCREEN & GRATING I I 3' -103° 1' -75" Scale: 1 -1/2" = 1' -0" *HOT DIP GALVANIZE BAR GRATINGS, ANGLE FRAME & BAR SCREEN AFTER FABRICATION EXISTING LIFT FOR 11fi "x1)fi"xV ANGLE 11.. REMOVABLE 11„ 2 CONCRETE PANEL 3' -11" 2 22, 14 SPACES @ 3" 1" GRATING r � SECTION - BAR SCREEN & GRATING Scale: 1 -1/2" = 1' -0" " CONTINUOUS )ING 6" ® 1)f6" SPACING X BARS ® 4" IDE CLIPS & S.S. BOLTS TO ,CH TO GRATING FRAME ;SWAY 16 "xY" ANGLE FRAME 1)Cx1)"x1fi" AN, Y" GUSSET PI 73, 4 DETAIL D Scale: 3" = 1' -0" iNW -5 1Vx1)fi"X ANGLE FOR BAR RS GRATING SUPPORT FRAME 11 1 4„ PROVIDE Y "x4" ANCHORS AT 18" O.C. MINIMUM 2 PER SIDE 71,. r-1" GRATING 4 916" PL.' 11�i "x1Y "A6" ANGL CLIP, 2" LONG WIT %" HOLES CENTERE )!"x6" S.S. EXPANSION ANCHORS WITH DOUBLE NUTS 5 41, BOTTOM/ 5 8 6" SIDE SEATS 8 _ I iii i i SEE DETAIL I I I I I I, 12 I I I I I I I I I I I I I I I I I I 1�nI I I I ro I I I I I I II I I I II 1 I -Y8"x1Y" BARS I I I I I I II I I I I I I I I I I I I I i II I I I it I I I I I I I I I I I I I I I I I I I I I I I II I 1"0 SOLID BAR —I I CROSS SUPPORT I I II I I I II I I I II I � �❑ Y" END PLATES----r------.Ni- 11 I I I I I , I I MIRY " BASE PLATE I I II I C3x5.0 CHANNEL BOTTOM AND SIDES i i ' i C7117 IN I I it A, 72 ~� I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * ALL WELDS ARE CONTINUOUS FILLETS ALL SIDES HOT DIP GALVANIZE BAR SCREEN AFTER FABRICATION SECTION K*'C Scale: 1 -1/2" = 1' -0" , -5 15 16 1' 7 TT * HOT DIP GALVANIZE AFTER FABRICATION DETAIL - SEAL SEAT E Scale: 3" = 1' -0" � -5 SIDE SEALS TO HAVE 16" COMPRESSION BOTTOM SEAL TO HAVE Ya" COMPRESSION 124" )(2"x6" S.S.--' EXPANSION ANCHORS ADJUST TO PLUMB AND TRUE TO GATE, ADJUST SEATS & SEALS AND DRY PACK GROUT TO LINES SHOWN 45° DETAIL - SIDE SEAT F Scale: 1 -1/2" = 1' -0" WW-5 SEAL SEAT SEE DETAIL E t SLUICEWAY DETAIL - BOTTOM SEAT G Scale: 1 -112" = 1' -0" WW-5 - O v N 0 ,! M *-IN n T C a �> O - T - O i T - &N O T - T T T T O _ r� NN `m — O m r U CD (o t SLUICEWAY DETAIL - BOTTOM SEAT G Scale: 1 -112" = 1' -0" WW-5 ImI .Q 0 0 a ir I o z LL N O I N In T Q ^ p Q 3 m O Z m i N 7 -" C a� o 0 $ a o Q U I��io w Q cal � 8 \ Q- O O Q LL CL --I O `� A � y Q O CC lVx1Y2 "x)f6" 2" LONG Q C 5 CLIPS EVENLY 00 cc --I 41, o o SPACED EACH SIDE LL W \� z w 75 \�0 o ��� LLI WW \ T CC \\ O 41 O U CV \� 3 r LJ { 2' -114 NOW Y2 "x6" S.S. ADJUST TO LEVEL �} EXPANSION AND TRUE TO GATE, ANCHORS ADJUST SEATS & SEALS AND DRY PACK GROUT TO LINES SHOWN S! ZI S. Y1 DETAIL -SIDE SEATS H �i 4� Scale: 1-1/2" = 1' -0" WW-5 SHEET NO. mmoo OF 21 OF 27 .3-15-Y 23 24 25 26 <'E 29 30 v N 0 ,! M d C a �> w ,mow i O N W U `m U_ rr m r U CD (o Cow No w o T Co 00 W �� U OT CO C6 C (1) o� ImI .Q 0 0 a ir I o z LL N O I N In T Q ^ p Q 3 m O Z m i N 7 -" C a� o 0 $ a o Q U I��io w Q cal � 8 \ Q- O O Q LL CL --I O `� A � y Q O CC lVx1Y2 "x)f6" 2" LONG Q C 5 CLIPS EVENLY 00 cc --I 41, o o SPACED EACH SIDE LL W \� z w 75 \�0 o ��� LLI WW \ T CC \\ O 41 O U CV \� 3 r LJ { 2' -114 NOW Y2 "x6" S.S. ADJUST TO LEVEL �} EXPANSION AND TRUE TO GATE, ANCHORS ADJUST SEATS & SEALS AND DRY PACK GROUT TO LINES SHOWN S! ZI S. Y1 DETAIL -SIDE SEATS H �i 4� Scale: 1-1/2" = 1' -0" WW-5 SHEET NO. mmoo OF 21 OF 27 .3-15-Y 23 24 25 26 <'E 29 30 1 -a 4 "x9/16" RUBBER - "J" SEAL HOLLOW BULB, "EVERLASTIC" OR APPD. EQUAL 1/4 "x1 5/8" S.S. RETAINER STRAP 5/16" S.S. THREADED - STUD, NUT & WASHER AT 6" MAX. O.C. Bt U U TYP. Al O TYP. 4If' 10.250 "x3" NEOPRENE RUBBER STRIP "RSC" 1/4 "x1 5/8" S.S. OR APPD. EQUAL RETAINER STRAP 1/4- S.S. THREADED 1 3 EACH SIDE OF GATE 3„ nnflADSS 4 °± DETAIL - BOTTOM SEAL E Scale: 6" = 1' -0" WW-6 VULCANI 11., 4 B-SIDE SEAL SEAT BOTTOM VIEW D Scale: 6" = 1' -13' ww A001T 1,+ ADJUST TO SEAL 2 - TO GATE SEAT GATE SIDE PLATE '0.250 "x3" NEOPRENE STRIP 16 1/4" S.S. STUD, NUT & WASHER SECTION / F� Scale: 6" = 1' -0" 2 "X4 "X1/4" c TRUCTURAL TU13ING FRAME WALL SEAL SEE DETAIL K ww-s Ui J nil Nil WATERWHEEL PYLON 2X6 FRAMED WALL -GALV. FLASHING ON WALL ADJACENT TO WHEEL PYLON I \RUN CULTURED STONE VENEER TO LIMIT OF WHEEL PYLON -5/8" PLATE 3/8" HOLES IN RING 7—r AND FELT PAD cold' ;-- lcyl d \----TORQUE ARM ASSEMBLY `tl_ SLOTTED ALTERNATOR TENSIONER STRAP & BRACKET 49.62:1 GEARBOX 1 -1 (PMA) WITH FAN, MOUNT TO PLATOER \ \ GEAR BELT DRIVE 2 "X3 "X1 /4" TUBING & LOCK WASHERS D SS BOLTS, NUTS - --MILL HOUSE --- 4 "X6 "X3/8" STRUCTURAL ATE FACEPLATE TUBING 2 3 /61' KEYED SHAFT FIT, 45 TOOTH, 1/2" PITCH GEARBELT PULLEY TO FIT 0.75" WIDE BELT (EMERSON- EPT.COM) )RILL TYP 8" S.S. - 2 "X4 "X1/4" STRUCTURAL TUBING STRAP 711 FRAME 1-IREADED STUD, N 1/2" PITCH X 60" PITCH LENTH X 3/4" - lER AT 6" O.C. WIDE GEARBELT (EMERSON- EPT.COM) 2 -1/2" KEYED SHAFT FIT, TO - INSIDE BORE ON GEAR BOX 49.62:1 DOUBLE REDUCTION GEAR- BOX (RUN IN REVERSE TO INCREASE SPEED) MOUNT TO SHAFT AND HOLD WITH TORQUE ARM, HUB CITY MODEL 5 WITH SPECIFIED BORE TO RECEIVE 2 -1/2" SHAFT .. In 1/4" S.S. SEAL RETAINER PLATE T ►n00 un VULCANIZE � (V I i I CORNER MITER 00 216 116 6" MAX. O.C. BOTTOM SEAL--"/ TYP. LCOMPRESS SEAL 4'± DETAIL - GATE SEALS A Scale: 6" = 1' -0" WW -6 4 10 11 12 13 14 / / / / / / / 5/16" SS HEXHEAD �NEEF- ,c BOLT & WASHER, 6 $" 2" ��`� tiR REQUIRED DRILL AND TAP (a o Id! N z 4" DIA. HOLE IN %" PLA lie c o 00 N W + 1116" r N U f � \-1/8" SS RETAINER RING / U o� -- c' M(�) 0) CD 1/2" FELT PAD ,/ U00 0 .Q 0 o TOP VIEW 7rF RING H Scale: 1 -1/2" = 1' -0" WW-6 o DRYWALL (� FINISH MOLDING ON PERIMETER a 1 2X6 FRAMING N 74" 74 72' 2' -23" 6 m o o N Q Co 3„ °° 0Cz °m bj N 54 E =oi�o CL o Q U ILL U o ' I TORQUE ARM ASSEMBLY, N GALVANIZED FLASHING AROUND J w - - - - L - - - - -- - � I LLJ I - I I HUB CITY MODEL FRAMED OPENING 8542211004 WITH 23 -01749 1„ I 2 "X4 "X1/4" STRUCTURAL TUBING Q I I I 5/8" PLATE o 22 34 W I I - 2" = i� 0 49.62:1 GEARBOX TYP I Q Z �---- Q J cr- GUSSET PLATE � -- � W J W LL- CL (D Fi- - 5/8" PLATE W l 5/" BASE PLATE 1 I 2 "X4 "X1 /4" STRUCTURAL TUBING �( _ —1 'ill �` PROVIDE EXPANDED METAL BELT %2' PLATE STIFFENERS, TOP AND n- AND GEAR COVER BOTTOM m m Tom"-- - -17mm KEYED SHAFT FIT, 14 TOOTH, 1 /2" ILL Q W PITCH GEARBELT PULLEY TO FIT 0.75" o O W – WIDE BELT (EMERSON- EPT.COM) ( = z Q ' ; I PROVIDE SS BOLT, NUTS AND LOCK I r`t'N } _ WASHERS, SIZE AS REQUIRED TYfj.ALL SEAL - - - -- - -- J I I Q O SLOTTED ALTERNATOR SEE DETAIL K I_ _ _ _ C/L WHEEL SHAFT U I�— TENSIONER STRAP & BRACKET WW-6 ------ - -- I - PYLON W Q \ : W WATERWHEEL L°I� PMA (WITH FAN) (� co / I � � � I \ HIGH STRENGTH DRY W / ` a Co I PACK MORTAR J i \\ 2 "X3 "X1/4" TUBING T` - — — j 5/8 "X12" GALV. ANCHOR ! O O \\ I PMA (WITH FAN / o N� ) BOLTS WITH NUTS AND 2 "X3 "X1/4" STRUCTURAL %" GUSSET PLATE TUBING, CLOSE END ICJ ORS TO BE CAST INTO WALL, 8 { I o %s' BASE PLATE 3/" GUSSET PLATE TOTAL I I 'v 2X4 Xi /4 L_J _j \\ STRUCTURAL 2 "X4 "X1/4" STRUCTURAL TUBING, \ TUBING STRUTS TOP AND BOTTOM STRUTS % N O TyR 2 "X4 "X1/4" STRUCTURAL TUBING`: \ O v O \\ WATERWHEEL PYLON / I I I I \ i !AO O I I \ ILJ \ / @ @ I\ TYP \ \ \\ ELEV! 401.50 MILLHOUSE FF \ / 3 3.. 5/8 "X12" GALV. ANCHOR \\ / 2-" 4 4 BOLTS WITH NUTS AND \\ ELEV. 401.00 TOP OF SLUICEWAY WASHERS, 8 TOTAL \ \ --------------- - - - - -- ----------------- ----------------- - - - - -L -- - - - - -- V -22" CLOSE ALL FRONT VIEW - GEARING I WIDTH SIMILAR TH COKNESS ENDENDS Scale: 1 -1/2" = 1' -0" WW -6 PLATES 15 16 7 18 19 20 21 22 23 19" X 3 -' " X 5/8" FLANGES, 2 REQ13RED 2 "X4 "X1 /4" STRUCTURAL TUBING 1/8" COVER PLATE, PROVIDE SSA ALLEN BUTTONHEAD SCREWS ON \\ GALVANIZED FLASHING PERIMETER, 6 REQUIRED AROUND FRAMED o ELEV. 401.50 MILLHOUSE FF OPENING t s `_zje N BASE MOLDING TOP OF SLUICEWA I 2X6 S ILL PLATE -' 1 +/ SHEET NO. 91, mmoo SIDE VIEW - GEARING J OFF Scale: 1 -1/2" = 1' -0" WW-6 .3• 22 OF 27 5 'E: J3 29 30 N � u- BEND COVER PLATE TO MATE TO 5/8" PLATE I0) Y m FRONT VIEW SIDE - SECTION W o DETAIL - WALL SEAL K v Co Scale: 3" = 1' -0" WW-6 w �a� U i —op V 40 vi 0 m 0 .Q 0 o TOP VIEW 7rF RING H Scale: 1 -1/2" = 1' -0" WW-6 o DRYWALL (� FINISH MOLDING ON PERIMETER a 1 2X6 FRAMING N 74" 74 72' 2' -23" 6 m o o N Q Co 3„ °° 0Cz °m bj N 54 E =oi�o CL o Q U ILL U o ' I TORQUE ARM ASSEMBLY, N GALVANIZED FLASHING AROUND J w - - - - L - - - - -- - � I LLJ I - I I HUB CITY MODEL FRAMED OPENING 8542211004 WITH 23 -01749 1„ I 2 "X4 "X1/4" STRUCTURAL TUBING Q I I I 5/8" PLATE o 22 34 W I I - 2" = i� 0 49.62:1 GEARBOX TYP I Q Z �---- Q J cr- GUSSET PLATE � -- � W J W LL- CL (D Fi- - 5/8" PLATE W l 5/" BASE PLATE 1 I 2 "X4 "X1 /4" STRUCTURAL TUBING �( _ —1 'ill �` PROVIDE EXPANDED METAL BELT %2' PLATE STIFFENERS, TOP AND n- AND GEAR COVER BOTTOM m m Tom"-- - -17mm KEYED SHAFT FIT, 14 TOOTH, 1 /2" ILL Q W PITCH GEARBELT PULLEY TO FIT 0.75" o O W – WIDE BELT (EMERSON- EPT.COM) ( = z Q ' ; I PROVIDE SS BOLT, NUTS AND LOCK I r`t'N } _ WASHERS, SIZE AS REQUIRED TYfj.ALL SEAL - - - -- - -- J I I Q O SLOTTED ALTERNATOR SEE DETAIL K I_ _ _ _ C/L WHEEL SHAFT U I�— TENSIONER STRAP & BRACKET WW-6 ------ - -- I - PYLON W Q \ : W WATERWHEEL L°I� PMA (WITH FAN) (� co / I � � � I \ HIGH STRENGTH DRY W / ` a Co I PACK MORTAR J i \\ 2 "X3 "X1/4" TUBING T` - — — j 5/8 "X12" GALV. ANCHOR ! O O \\ I PMA (WITH FAN / o N� ) BOLTS WITH NUTS AND 2 "X3 "X1/4" STRUCTURAL %" GUSSET PLATE TUBING, CLOSE END ICJ ORS TO BE CAST INTO WALL, 8 { I o %s' BASE PLATE 3/" GUSSET PLATE TOTAL I I 'v 2X4 Xi /4 L_J _j \\ STRUCTURAL 2 "X4 "X1/4" STRUCTURAL TUBING, \ TUBING STRUTS TOP AND BOTTOM STRUTS % N O TyR 2 "X4 "X1/4" STRUCTURAL TUBING`: \ O v O \\ WATERWHEEL PYLON / I I I I \ i !AO O I I \ ILJ \ / @ @ I\ TYP \ \ \\ ELEV! 401.50 MILLHOUSE FF \ / 3 3.. 5/8 "X12" GALV. ANCHOR \\ / 2-" 4 4 BOLTS WITH NUTS AND \\ ELEV. 401.00 TOP OF SLUICEWAY WASHERS, 8 TOTAL \ \ --------------- - - - - -- ----------------- ----------------- - - - - -L -- - - - - -- V -22" CLOSE ALL FRONT VIEW - GEARING I WIDTH SIMILAR TH COKNESS ENDENDS Scale: 1 -1/2" = 1' -0" WW -6 PLATES 15 16 7 18 19 20 21 22 23 19" X 3 -' " X 5/8" FLANGES, 2 REQ13RED 2 "X4 "X1 /4" STRUCTURAL TUBING 1/8" COVER PLATE, PROVIDE SSA ALLEN BUTTONHEAD SCREWS ON \\ GALVANIZED FLASHING PERIMETER, 6 REQUIRED AROUND FRAMED o ELEV. 401.50 MILLHOUSE FF OPENING t s `_zje N BASE MOLDING TOP OF SLUICEWA I 2X6 S ILL PLATE -' 1 +/ SHEET NO. 91, mmoo SIDE VIEW - GEARING J OFF Scale: 1 -1/2" = 1' -0" WW-6 .3• 22 OF 27 5 'E: J3 29 30 ml zt-j I 1114V rU It-IN IIllljIr%U_r%iIvIlq OF NEW STORM DRAIN LANDSCAPE PLAN US-1 NEW— 10 5 2.5 0 10 20 ii LOCATE EXIST. 3" MAINLINE SHOWN AND REROUTE AS SHOWN :_ET 3" " 1-47111 74 3 -JI /�SLEEVE CONNECT TO EXIST. C15 00 W\A 4a CC, REPAIR IRRIGATION AND LANDSCAPING AFTER INSTALLATION OF NEW STORM DRAIN T. 4" 4" -4m , , �/� �, )z � �9,oe,, - �x *u CONNECT TO EXIST. 4" AND EXTEND .FK' I 7777-77-, A ....... .... . EXIST. ml 6' 6 _j F, 4 " 4 CONNECT TO AND CONTINUE EXIST. TO NORTH 3 1" -y4" Y" 4 4" 74 TT EXIS CONNECT TO EXIST. AND EXTEND IRRIGATION PLAN 0 LET 7 -N I i '3 23 29 ci 0 Z ci x LLJ N o 231P w _, C) cr T 4AI iz m u- �Jpp 1 C) cl cr =2 o Flo C) p in I 'm ai :3 0 -2? (D < 0 LT (-), 16 o CL cf) Ir z < LLJ n z W C) n < _J UJ 0 -j of) 5� 0 _j 06 LLJ _j W LL n co Cr < LLJ C) U) < r-) co z LL 0 SHEET NO. � � o � OF 23 OF 27 co 0) (b < (.0 u- _sg M ui 0 g CD w cf) C? c: .- o(o 2 (o C6 (3) c: 0 iz m u- �Jpp 1 C) cl cr =2 o Flo C) p in I 'm ai :3 0 -2? (D < 0 LT (-), 16 o CL cf) Ir z < LLJ n z W C) n < _J UJ 0 -j of) 5� 0 _j 06 LLJ _j W LL n co Cr < LLJ C) U) < r-) co z LL 0 SHEET NO. � � o � OF 23 OF 27 2_>� ,1--A _-4 LANDSCAPE SCHEDULE SYM SIZE BOTANICAL NAME COMMON NAME TREES APA 36" LAGERSTROEMIA INDICA "RUBRA" RED JAPANESE MAPLE KPG 36" KOELREUTERIA PANICULATA GOLDENRAIN TREE LIR 36" SOPHORA JAPONICA RED CRAPE MYRTLE SJJ 36" ACER PALMATUM "ATROPURPUREUM" JAPANESE PAGODA TREE SHRUBS CJ 5G CAMELLIA JAPONICA "GLEN 40" CAMELLIA CJ 15G CAMELLIA JAPONICA "GLEN 40" CAMELLIA FC 1 G FESTUCA CINEREA BLUE FESTUCA GJ 5G GARDENIA JASMINOIDES "VEITCHII" JAPANESE GARDENIA HO 5G HEMEROCALLIS FUAVA ORANGE DAYLILY HY 5G HEMEROCALLIS FLAVA YELLOW DAYLILY LM 5G LIROPE MUSCARI "MAJESTIC" LILY TURF RO 5G ROSEMARINUS OFFICIANALLIS ROSEMARY SR 5G STRELITZIA REGINAE BIRD OF PARADISE SYMBOL 1 5 SIZE QUANTITY J PLANTER POTS - (4 TOTAL) PLANTER POTS ARE MANUFACTURED BY DURA ART STONE, (909) 797 -9000, (800) 821 -1120, FONTANA, CA PLANTER POT SPECIFICATIONS PLANTER POT MATERIAL WIDTH DESIGN HEIGHT COLOR FINISH DRAIN HOLES OPTIONS PLANTS O S (PRECAST CONCRETE) 2 �• A (SQUARE) 22" S -14 (DOVE GRAY) SK (SMOOTH) � 2" CENTERED SAUCERS CJ RO 1 1 4 5 O S (PRECAST CONCRETE) 2 FT. B (ROUND) 22" S -14 (DOVE GRAY) SK (SMOOTH) 2" CENTERED SAUCERS CJ 3 5 IRRIGATION NOTES 1. INSTALL MATERIAL AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS W/O APPROVAL OF THE OWNER, THEIR AGENT, OR THE LANDSCAPE ARCHITECT. 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE W/ MINIMUM OR NO OVERSPRAY. LANDSCAPE ARCHITECT SHALL HAVE FINAL APPROVAL. 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMATIC AS INDICATED. 5. ALL IRRIGATION RUNNING UNDER WALLS OR PAVING SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. ALL SLEEVES SHALL BE MN. 2 TIMES LARGER THAN IRRIGATION LINE. 6. ALL SYSTEMS DESIGNED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE. 7. ALL IRRIGATION VALVES, QUICK COUPLERS & GATE VALVES SHALL BE INSTALLED IN LOCKING PLASTIC VALVE BOXES, AMETEK OR EQUAL, ONE VALVE PER BOX. SEE DETAILS, SHEET LS -3 FOR INSTALLATION INFORMATION. 8. OWNER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS LOCATIONS. CONTROLLER LOCATIONS ARE SHOWN DIAGRAMATICALLY. FINAL LOCATION SHALL BE DECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK UP. 9. POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT LOCATIONS. 10. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES. ENCLOSURES SHALL BE RAINBIRD MODEL #ESP- MC -SS. INSTALL AS PER C.O.B. SPECIFICATIONS. 11. ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE 12" STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10" ROUND BOXES, AMETEK OR EQUAL (PER C.O.B.) 12. LANDSCAPE CONTRACTOR SHALL INDICATE LOCATIONS OF ALL SLEEVES BY CHISELING A MARK ON THE FACE OF THE CURB. VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE OF MARK. 13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE AND THE SECOND WILL BE A SPARE. VERIFY WITH C.O.B. 14. INSTALL LASCO T'- SERIES SWING JOINT ASSEMBLIES ON ALL IRRIGATION HEADS AND BUBBLERS. 15. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCH. 80 UNION, SAME SIZE AS THE VALVE, DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY FOR EXACT DIMENSIONS. 16. CONTRACTOR SHALL PROVIDE AND INSTALL RAINBIRD VALVE TAGS, MODEL #VID 1Y24, TO ALL VALVES IN BOXES. VERIFY WITH C.O.B. 17. CONTRACTOR SHALL INSTALL 6" POP -UPS AT TURF AREAS AND 12" POP -UPS AT SHRUB AND GROUNDCOVERS BEDS. VERIFY WITH C.O.B. 15 16 1 LANDSCAPE NOTES 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. SEE SHEETS LS -3 & LS -4. 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS W/O APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER AND THE CITY OF BAKERSFIELD. 3. CONTRACTORS SHALL CONFORM TO ALL CITY CODES AND REQUIREMENTS INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION. 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY ENGINEER. 5. PLACE ALL TREES BEHIND'LINE OF SIGHT.' VERIFY WITH CITY OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 6. PRIOR TO FINAL CITY ACCEPTANCE, CONTRACTOR SHALL APPLY PRE - EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED PEST ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR. 7. ALL LANDSCAPED AREAS WITHOUT A WALL AT BACK OF LANDSCAPED AREAS ALONG STREETSCAPE SHALL HAVE A CONCRETE MOWSTRIP AT BACK OF LANDSCAPE AREA. SEE DETAIL L -11, ON SHEET LS -3. VERIFY WITH CITY OF BAKERSFIELD. 8. ALL AREAS TO RECEIVE LANDSCAPING, SHALL RECEIVE A 3" LAYER OF REDWOOD BARK. SUBMIT SAMPLE TO CITY OF BAKERSFIELD RECREATION AND PARKS DEPARTMENT FOR APPROVAL. 9. ALL TREES SHALL RECEIVE DEEP ROOT BARRIERS. INSTALL SIZES AS REQUIRED FOR SIZE OF TREE. INSTALL AS PER CITY OF BAKERSFIELD SPECIFICATIONS. 10. CONTRACTOR SHALL REMOVE ALL NURSERY STAKES FROM ALL TREES AT COMPLETION OF PLANTING. VERIFY WITH CITY OF BAKERSFIELD. IRRIGATION SCHEDULE SYM SIZE MANUF. MODEL NO. PSI COMMENTS v END RAINBIRD 1812- SAM - PRS -15EST 30 POP UP SPRAY SPRINKLERS 0 SIDE RAINBIRD 1812 - SAM - PRS -15SST 30 POP UP SPRAY SPRINKLERS ® RAINBIRD 1812- SAM - PRS -10Q 30 POP UP SPRAY SPRINKLERS © RAINBIRD 1812 - SAM - PRS -10H 30 POP UP SPRAY SPRINKLERS ID ADJ RAINBIRD 1812 - SAM - PRS -10VAN 30 POP UP SPRAY SPRINKLERS m i RAINBIRD RSW -BG -- ROOT WATERING SYSTEM - TWO PER TREE f 1" &i" RAINBIRD PEB -PRS -B SERIES __ VALVES - INSTALL IN LOCKING BOXES, ON VALVE PER BOX a PACIFIC WESTERN CL 200 PVC -- LOW PRESSURE LATERAL LINE m - -� PACIFIC WESTERN PHASE 4 - 2" SCH 40 PVC __ HIGH PRESSURE MAIN LINE - SEE IRRIGATION PLANS FOR LOCATIONS 1 "' RAINBIRD 44 LRC -- QUICK COUPLERS OYC EXISTING VALVE IN LOCKING BOX w — - Q EXISTING HIGH PRESSURE MAIN LINE J - - - -- a- EXISTING LOW PRESSURE LATERAL LINE � 1 VALVE NUMBER R C15 WATER DEMAND VALVE SIZE N w � o erg, � Na N c7 > C= 1 o LL x ui a o P ro U rnr 0 o c� � mo CU ono co CD W o > co co L.l o .- 00 wcfj 0 o� I m Q c i o a o O 1 > 00 t4�'; aj SHEET NO. �00� OF ' /Sy 24 OF 27 � m 0 ;s cr 0 m w cep m U IQ g f ED a° Z m i N a Ir 'Opn � m Q° Q O7 OYC w Q J a- � rr 0 w w z z =j U W zui I 0 U a J W Q 2 D o O J = W J — U- J_ C) U Z cc < w Q Cr) m z LL I•- 0 z U n-- 00 t4�'; aj SHEET NO. �00� OF ' /Sy 24 OF 27 9?- N a fa M_ N_ 2- ma I&M = am Lf)- me O 4 I5 10 11 1'2 13 1'4 1'5 1'6 7 18 1,9 A 21 22 23 24 25 27 2 29 7 3 • /,T I. NO CRAMING UNDER ROADWAYS OR ANY OTHER HARD SURFACI-E ALL =TRICAL WIRING AND WATER LINES SHALL BE INSTALLED 25' 4D" (O.14 FINISHED PRO CTION UNIT Tm qo* ELL VALVE CONCRETE ANC,HOR. MOCK D (O%W DEEP IN A SGREVULE 40 PVC SLW& %MVE SHALL. BE 2 TIMES DIAMETER OF CONDUIT / PIPING. ALL ELMIRICL C*W WALL HAVE I• MIN. DIA6 FOR 10 VOLTS AND 2Mk VIA. FOR LOW GRADE • •NOTES- (O Vrrr) ._4 13 M m F (TYPICAL) VOLTAGE SEE CITY STANDARDS SHEET L-3, DETAIL K PLALE KAXiCOM L 'MIN. :0 :s 2 H THE RAINEW NAXICOM IRRIGATION SIMM IS NEAR TIE MAIN L RACE IIIIIIATICIN COWIROL WAPI "ARIDEBICAPE MIN. N4 " fff SPECIFIED, THE! MAXKOM OaZ MUST NOT COME INTO CONTACT ATM q tL= WIRES WAR THE MAIN A FOSITION. 9UNDLED NO TAfM AT SIRMT SLEEVE -4 qIT) r MIN TIE POWER SUPPLY OR VALVE WRING. LOCNIEHE Mo4k* 16 15DW INTERVALS. LOCATE WIRES AT THE COM CABLE WAR M MAIN LINE AT A q OUOrA POSITION. IMUR 5 F MOM THAN ME LINE 15 INSTALLED PER IM" PROVIDE 3 O'CLOCK POSITION- ROHT-01`44AY ONLY 15'(045trJ BEHIND RIGHT-OF LINE _CMIT I PIFIN5 19NISHED GRAM REQUIRED ON ALL A55EMBLIE5 10 o5' I0� CC Lu 41 05 PAW HORIZONTAL AND VIBMAL SEMATION, 4. ALL M SOLVENT (" SHALL BE sn "MER 152 MAIN LINE @ BACFILL r"_719 qLAIjo PLAN 22 1/2* ELL I REQUIRED ON MAIN LINE OILY). w w __9 CROSS PLUS, 05unw 5. LANOXAM NO 0WISSATION IMPROVEI•IIENTS WITHIN M DEDVATED SI RITI *IISHT-OF4AkY MY MW AN OM NEW ONCETE STREET PERMIT CIHIECKWITH CITY DISIMERNSPEPARTMENT I Io34v FH5HM GRADE FOR REQUIREMENTS. 4,0* (O Im) W*UF2 a) 6. WIERE SIMMI AM WXUIRED FINISHED GRADE OPEN CUTS TO INSTALI. VARIOUS -.1 t7 TO 6 IRRIGATION LIES AND/OR WIRES, ALL STREET PATCHING WITHIN THE CAlY RISHT-ORMY SHALL BE IN ACCORDANCE! NTH CITY @ F. ROAPI HARZ %50 . FIFIN66 4 FITTI (�P, CAL STANDARD ST-12 OR MS PW47M BY THE C47Y ENSIN13k • FOR LARGE t ALL IRRIGATION LATERAL LINES SHALL BE CLASS 200 M TURF HEAD" IF A LATERAL LINE 15 LOCATED UNDER A HARD SURFA(A SCHEDULE 40 PVC 15 REGURED. NOTES: rimmUcEp PRESSURE (D A5SEMLY (6roater that 2.0"("m) DfoJ C) TURP HEADS NOTES: NOTES: O.YMMAE15ACHAIWINfill VIRECTMALLIRRI&ATION MAJN LINES LARGER THAN 2V MOnrJ IN DIAMETER PRESSURE! I BUBBLERS BACKPILL L WHEN CROSSINS UNDER ROADWAYS OR MY OM HARD SURFACE, ALL BXWRICAL INKINS AND WATER LINES SHALL BE INSTALLEP 2Y I. DICEPT AS NOW, ALL PIPINS AND MTHS SALL BE CALVANIZED UNLESS APPROVED BY THE I. ALL MAINLINES, INSTALLM SHALL BE TESTED AS PER MANUFACTURES SFBGIFIGAT06 AV SHALL BE A PART 450 TEE LIMN SHALL BE SWAM WITH CONCRETE THRUST BLOCKS IN ACCORDANCE 01114 MANUFACTURES FECOM16VATION AND 0 (0AW DEEP, IN A 92110DULE 40 PVC SIM. SLEEVIE SHALL 13E 2 TIMES RECRIEATION AND PAWS PMTOR. OFIHIE INSTALLATIO111 SPECIFICATIONS. 45* TEE lcmyl)) cy) I I I I AS OlRBCTW BY THE REC,REATION AIND PARKS PIRBOOR. DIAMETER OF COWT / PIPING ALL ELECTRICAL CONDW SHALL HAVE TDIA. LESS BRAS$ FITTIN61. NPPLES PIPE THREADED ELEVATION (6 > SIM CITY STANDARD SHEET L-5 FOR THRUST 346K DETAIL 4. ALL IRRIGATION KMILINE5 2D' WmrJ IN DIAETBIt AV LATEWAL LINE I* MIN. PIA. FOR 110 VOLTS AND 2' TUN. Phk FOR LAW VOLTAGE 2 SIMVE SHALL EXTEND LY (0-1W HEYOND HADRSCVE ON ALL ENDS 2. UR TIMM TAPE ON ALL JOINTS OR WILL BE UNIONS, APPROVED EIZIAL BY THE RECREATION AND PAWS DIRECTOR. NOT ri_ANSM, WILL USE BALL 3 ALL MAI VKL BE REIN AND FM PROM W0RFWTtONS 2. ALL IRWHINS DEPTHS SNAIL BE MR CITY STANDARD SM LZ DETAILS D, E, AND F. cr) (< OD lP dR LEBS SHALL. BE SC+EPULE 40 PVC, IRRIGATION MAINLINES GREATER kE) THAN 2000W IN DIAMETER %IALL BE TITS PVC SCHEOLE 40 OR 5. IMPROAWSTS WITHIN THE DEDICATED SIREEI RIGHT-OP44AY SLEEVE MAY REQUIRE AN OM STREET PERMIT CHECK WITH CITY OMIT PIPING VALVES BRA55 FITTIN65 4. SIM APPROVED LAN1750APEARRI&ATI011 KM AND S. PORTLAND COAM CONCRM USIED MR THRUST (.0 (D INBERINS DWARTMENT FOR REOIlRIEMENTS APPLES BLOCKS smALL BE CLASS V AS PER APPLICABLE APPROVED EQUAL BY IM RECREATION AM PAM DIRECTOR PNISHED GRADE 10 (03W 4. IN OPM STREET CUTS AM REQUIRED TO INSTALL VARIOUS 1416HEST FINISHa7 LEGENDS FOR SPECIFIC MODEL. VMM SIZE, QUANTITY SPRINKLER GRADE KAWAMFOA AND PERFORMANCE IREGUIRIMM PROVINONS OF SIECTKIN W OF nE STANDARD fO. MY AND ALL CHANGES SHAIJ. BE APPROVED BYTE RMIT-ATON I Pm ONLY) SPECIFICATIONS Or THE CALIFORNIA DEPARTMENT U) AND PAWS PMTOR PRIOR TO IMM.13101ENTATICK �10. RWATION LINES AND/OR WIRES, ALL STREET PATCHING WITHIN THE CITY RIGHT-OI SHALL BE IN ACCORDANCE NV CITY 15, MIN 15' MIN. 5. ALL TRANSMONS FROM GALVANIZED PIPE TO PVC PIPE OWL OF 11RAWORTATION, APPRovBD a%vw mqTkx (D LL It ALL IRRIGATION INSTALLATION SKALL BE IN ACCORDANCE NN fm aVCKFILL AND GOWACT CITY STANDARDS, THE LATEST APPROVED EDITION OF THE WFORMI TURF HEAGGORDIN5 TO rITY STANDARD PLUMBING CODE, MARFACIURERS R5C*+fNOATION% SECTION STANDARD ST-42 OR AS DIRECTED BY THE CITY ENGINEER rLI) dLmn= 5 ANY AND ALL CIIIANSIES SHINI BE APPROVED BY THE RBOREATION \LV cow, BE CONSTIRUCTEP WITH SCHEDULE! 40 FEMALE ADAPTER OR SLAB (o (OAQ APPROVED EQUAL BY THE IRMM11ON *0 PAWS OMIOR. : / 4. IHIRUN 0=0 SHALL BE USED AT C4 OF OWTION MENDS TEES), a"m OF VmwlY • ST-15. SEE GAL7RA% 9TTS. 20 OF THIE STANDARD SPECIFICATIONS, AM AS DIRBCTED BYTE FOR SHALL FM SURPACE TREATI-eff OR AV PARKS DIRECTOR PRIOR TO ft-IIPLEMEWATM 6. A 60 (O.BW THICK !REINFORCED CONCRETIE SLAB 15 RWRIEATION AND PAWS DIRECTOR TURI_ HEV5 51 AS DFZTED BY THE b ALL ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE MR FEMALE RMFM FOR ALL WATER PROTECTION DEVICES MMMJM S. WHEN THIRM BLOCKS ARE M, THE 5M AND RECREATION NO PARKS 12 ALL MATERIAL USED SIOLL BE HEN *0 FIRM FROM IMPERFECTION& DIRECTOR, 13.5 A990VW LAN?SGAFE AND IRRIGATION PLANS NO LESM LATERAL LIE 01 PLACE RRI&ATION CONTROL CITY 5TAMDAW% MANJIFACURIERS RECOHMIDATION5 SECTION 20 OF THE STANDARD 5PI52FICTM NO AS DMTW BY M RECREATION AND PARKS DIR154TIOR. UNIONS ADAPT CLEARANCE SIALL BE IS' (O 45W ON ALL SIM OF THE! DEVICE AND AS PIRECTIEV 13Y THE RECREATION AND PAM DIRECTOR BE CITY STANDARD 4 SIM L-4 TYPE OF THE BLOCKW MUST BE BASED ON M MAXIMUM THRUT FORCE EXPIECTED AND THE LOAD- IMEARM CIWAC47Y OF THE SOL FOR SPECIFIC MOM NUMBER, SIZE, QUANTITY, KANUFACTLARER, WRES WAR THE MAIN I MATERIAL USED SHALL NEW FREE co AND PERFORMANCE! REGIVIREIMEM. PLACE KAXWM CITES WVLED AND TAPED AT ALL BE AND FROM IMPERFECTIONS B. ALL ELEKTRICAL INSTALLATIONS MTHIN PARKS OR T ALL 11111MOATION INSTALLATION SKI BE IN ACCORDANCE WITH 6. ALL CONCRETE BLOCK[ SHALL BE M It cv) K NO 01143t C04W OR PIPING MAY BE ALLOWED WAR THE MR LINE 10't5ovO INTERVALS. AT THE R OrAOCK 1.0,ATE WRES AT THE PARKWAYS SHALL BE WIM711D BY PUBLIC WORKS C41Y STANDARDS, THE LATEST ACCEPTED EDITION OF THE ACCORDANCE Wn M LATEST APPROVED IMIXTION cc) M" IRRIGATION PIPING OR CONTROL LINE TRIENCH. 5 do-= POSITION ELETRICAL SUPERVISOR. 4. NO OTHER CONDUIT OR, PIPING MAY BE ALLOWED WITHIN =TWAL UNIFORM FILLIMBINS CODE. MANUFACTURERS WX0MlNVA1I&4 ALVANI SECTION 20 OF THE STANDARD WM19CATION5, AW A& DIRECTED BY THE WfAFATON AND PAW DWTM OF IM UNIFORM FL CODE. CD O WLTIPLE LINE5 6ONIML FIR :S WATER VALVE BACKFI.OH TO cy) IIWTER OR LIM TRENCH. K B. MY AV ALL CHAIVIES SIALL BE APPROVED BYTE OD (2.0' (5offeV aid lo") IMMATM AND PAWS VIRECTOR BEFORE! M84WATM 40 co SIGNS CITY OF BAKERSFIELD -C) � CD �,uj a) c: CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS LANDSCAPE AND IRRIGATION LEGEND DETAILS FOR PIPING, TRENCHING, AND BACKFILL DETAILS FOR ELECTRICAL CONDUIT DETAILS FOR POTABLE DETAILS FOR THRUST BLOCKS 0 0 -r- a_ TRENCHING, SLEEVING, AND BACKFILL WATER PROTECTION STANDARD STANDARD STANDARD STANDARD STANDARD PLAN NO. PLAN NO. PLAN NO. PLAN NO. PLAN NO. Ekff I OF 14 L I an 2 or __14 L�-2 __14 TIM 3 (W - L-3 SM 4 OF 14 L4 aff 5 or APPROVED RCE DATE 14 L-5 ICL _0 APPROVED Rcoml= 1 APPROVED Rcoxxx= DAIS APPROVED RCE)DOODC APPROV33D kmmxxom SEE NOTE 116 10(0-.W FOR SSPRAT HEADS 510, M.0 I. tW TEFLON FIFE ON ALL IFeAOBD JOINTS NOTM: IFOR TOP OF VALVE BOX 23'(O.-TW TEE (55T) MAIN TOP MOUNT BUBBLERS I ALL RISERS AND NIPPLES SHALL BE IVA 80 PVC. ALL FITTIN05 SHALL BE SCR 40 FVC. TYPE M MEDIAN CURE) -E M (TYPE -1, M-2 NOT I. APPLY SAL AMENDMENT AS MR WIL TEST. 2. ALL TRIBES RALl. BE STAKEV WITH WM 2D IM (Se NOTE 03 ON EXPANSION LOOP THIS SHEET FOR A GRADE OR ELL (ST) LINE ALL WIRES. 5TAINLE55 5TEEL I ALL LATERAL$ SKI BE CLASS 200 M OR AS REWIRED ON PLANS. ALLOWED IN LANDSCAPED MUMM MATED!) LODGE POLE PW Rt)�VVE WtBW I7 CONTROLLER AUTOMATIC 6-& (ISN4 CONCRETE MEDIANS) TREE STAQ5 MW ALL PLw INTERNAL DEINOW To THE ENCL05URE CONTROLLER GRADE FLEX NIPPLE NO 4. NO MM49ATIM HEADS ARE INSTALLED WITHIN EMBANKMENTS, BLOCK WALL- th, STAMPED 3.0" 2' FOR BARK MULCH CONCRETE (45OnV PROJECT SITE AND INSTALL NEW TREE STAKES. I CONSIMT HOUND AS RENINED To 55CURE PLANTS STABILITY 0 EXTRA CONTROL A MAIN VALVE OR GWZK VALVE 6 W4UIRWlb PMAW EROSIM ELL (Sr) OR I' a HYDR05EED (= CITY STANDARD PURRS CONSTRUCTION INSTALLATION. . ..... WIRE RE21LIANT AUTOMATIC TOP MOUNT LATER& UIC TEE (551) CHECK VALVES AM DRAIN VALVES SHALL BE INSfALLED AT LOCATION 2% MIN. SLOPE 5w SHEET L-121 4 ARBOR TREE 60ARO OR APPROVW BMIAL 15 REUM AROUND Z3 WIRE BALL VALVE CONTROLLER STAINLESS STEEL AS PRESCRIBED 13Y THE SPECIFIED CONDITIONS AND SHALL BE C.O.B. 24' CL OMF TER ALL TRIMS RANTED IN LAW AREAS. ROp� -COMMON HE SIZE) WIRE 56HEMU Wo CONTROLLER 51.15-A55EMEILY CONTROLLER APPROVED BY THE RECREATION NO PAM PIR5=11t PRIOR TO FLAGE•ENT AND M AM&% MMAD - STD. 57-8 -] (0,( m) FINISHED GRADE RED S. ROOT GUARD BARIM 65 lawREP *0 TIE TREE MINK Is orTmcE VARIES k 5D'ASW OR L146 FROM ANY NNW aIRFACE PLACE 21ARRIER 0 FEMALE ADA PVC 4D"(O.11 PAST NIPPLE ELL (TT) C5 INGLUDE5 6171 4 ENCL05URE (GSA) STRIPS WITH 5 ALL FOP UP HEADS SHALL BE 20' (aW FROM CONCRETE SLOPE REMOVE ALL FOREIGN MATERIAL TO A OEM IV mp yz PARALLEL ALONSTHE! WM OF HARD SURFACE. ( I40 . 0 1'�> PLACARDS. MTALL TOP or WEV 025, ASPHALT AFM46 ALL LARGE RADIUS IRRIGATION WVS APART RWK , ill FIED IN SPELIFICATI � Fie. & PIAM TAW NALL BE PLACED 20 NOW MOM FIRM ED GRAVE WAR ROOT FOI AS VOLLaS Ifb-lv* ADD THREADED UNION 11 AUNE P FOR FINISHED VIRAZI 964L BE 40 (M" FROM CaMM AND ASPHALT PART AND 4`91 AREAS. HEIGHT OF FOP UP HEADS SKI BE AS FOLLOWS, LANP56AP CITY STANDARD SHEET L-11, DETAIL 4' I - TABLET FM I SAL ITM L) 5 - TMEM MR 5 GAL A&A L) Ir 5CH:mu SEE DETAIL "ll" KM VIBII 15 FOR VALVE THIS SHEET INSTALLATION - DETAIL V) 11 MIN. FINISH floa.TjRaE PULL RLLE 6D'(O.BW FOR LAWN ,IhREAS (0-v FOR SHRUBS * SLOPE WITHIN A LANDSCAPE AREA 514ALL BE FROM WALL 4 TAELETSRR2ff(0hMWX NIPPLE rm MAIN MAIN LJ f� L& (0-34 FOR BMW COVERS TOWARDS STREET WITH 2% MINIMUM AND 41 K ROOT 61JARD- BARRIER ON SIDES MY STREET5CAPE 5er-,noN MANUFACII)RIER AND TYPE TO BE APPROVED INSTALL ROOT BARRIER I MY NO ALL DEVIATIONS MW THIS STANDARD SNALL BE PANELS PER CURRENT JffROVBD BY THE RECREATM AND PARKS PRECTOR. LINE PLAN V1 LINE! 11 PART CIRCLE IRRIGATION W5405 ARE AMMAW TO A BUILDING BY RECREATION AND PARKS DIRECTOR MANUFArTURERS TAaj-m b ALL LAWS611PE 16TALIA11ON SHALL BE IN AV-MAWZ NTH DIRECT BURIAL HAILL� LOCATE HEADS MIN. 4� AOMW FROM FACE OF BUILDING WALL TO SPECIFICATIONS (SEE NOTE 6) CITY STANDARDS MAWACTURERS JEC"BOATION, AND SECTION BRICK ( ONTROL HIRE5 TO CONTROL TRM SKNSVW BACK OF IRRIGATION W". twEDIAN SECTION W OF TIE STANIDAIIV SPECIFICATIONS. mm R-Axnxs WITH goomamp -L ALL MATERIAL USED OWL BE NEW NO FREE FROM IMFMFWTIONS VALVES. T. 714PPLE 9*4 JOINT SHALL BE RNMEIRD SA SERIM OR APPROVED EQUAL 10 SEE APPROVED LAMSCAPS"JSATION PLANS, ALL HIIN16ATION CONTROL MRS (CONTROL AND CO+iOPJ SKI. O 120-VOLT SERVICE IN CONDUIT. LATERIAL LINE 6 ANY AND ALL CHANSES PROM THIS STANDARD DETAIL SHEET SHALL 24- GONGRETE I _l SITOCIFIC MWEL NUMBERS • 5= MARUPCTUREK AND PERFORPtANCE RBRAREMENTS IS. ca RM40TE CONTROL BEM GAUGE UL WAX STRAND COPPER MIRA TAPED AND PVC, LONG SWEEP ELL - SIZE A5 REQUIRED. BY APPROVED BY THE R55CREATION AND PARKS 011RIECTOR. (o N. BLOCK 4oKww5m#ftVw*STE WYORAPPROVWBIMUAL 91CUP AT V (S.OW INTERVALS AND MACIED WAR THIE !IRRIGATION MAINLINE AT THE 3 OtLOCK foSITM q. SEE APPROVED LAMPSCAP151IRRISATION PLANER AM LE16DM LAPSE RAMLIS HEAD ftaillarn BLOCK IIOF Sm CITY STANDARDS SHEET L-1 Mad" FOR SPECIFIC HOVEL NUMEM SIM QUIIINTTTY, MANUFACTURERS, 2% MIN SLOPE VARIES z I. USE TIE'LON ON ALL THREADED JOINTS. 6. ALL WIRE CONNECIONS SHALL BE WATERPROOF NO APPROVED BY THE RECREATION AND PARKS PftCTOR. VLlC!5 WILL NOT MODEL 5B-2255 (STRONG E30X BY VIT PRODUCTS) PERIPORMANCIE IREGUIRDOM. FR&W GRACE C.O.B. PREVAILINS IAND co ILL CD 2. ALL NIPPLES SHALL BE SaEDULE AID PyiC. ALL FnTINSS BE ALLOWED URIJESS APPROVED BYTE RECREATION AND SHALL BE SCHIEDULE 40 PVC, PARKS DIWTOK THIE APPROVED 9WAM WILL REQUIRE! THE LSE OF A SPLICIE WX OR APPROVE12 EQUAL FTNISPM GRADE IN TURF AREAS PLASTIC , ROM VALVE 13OX Wn BOLT DOM LOT 51DE TREE TRUNK 5. ALL IRRIGATION WNTIZOL VALVES SHALL BE PLACED, IN A "TIC IRRIGATION CONTROLLER ENCLOSURE mm COVER, USE STAINLESS EMT NJT AND WASHER 'QCV` PLANS FOR �rl TREE STAKIES a C) c\j IRRIGATION CONTROL VALVE BOX WITH VALVE 10 TAG. THE TOP OF T MAINTAIN W (OhN SEPARATION WrfM REMOTE! ELL (ST) OP. HEAT BRAND ONTO LIO. ILL REMI \ STRIP (SEE Cl SUPPORT 0 THE VALVE BOX 9WL BE 20 Mft� BE-ON FINISHED GRADE IN TURF CONTROL VALVES (MTERLINE To CIENTMO WHEN MORE THAN AND 20' (�*WA5OWFIMSHED6RAvEINPjANTfRAREk THIE ONE VALVE 15 06TNAW N THE SAME LiZATRAN. TEE (56T) QUICK COUPLER KEY WITH MALE HOSE 515 LA CONNECTION AS 5HOH� KEY 11.15T CLEAR VALVE BOX _--poW LAWSGAPE AREA -k-- 5IEE7 L-I 1, DETAIL W KATE149WOF11 WONDER TIME TIE W24&4 OR APPROVED EMAIL 2 TIES PER STAKE (3 TIES AS NEEDED) STAKE LQQ&MON U4 4j ;g o id LINE THREADED SLOPE WITHIN A LANDSCAPE AREA SHALL BE I" WALL MANUFACTURER AND TYPE To BE APPROVED STAIlal) 0 IT 0 0 "TIC FOLLOWNS VALVE BOXES AM LOS OR APPROVED EQUAL MUST BE ABLE TO RIEPLAGE VALVE MHOUT CUTTING, AM PEIM ACCEPTABLE ANY DEVIATION FOR THE ACCEPTED BOXES IRRII LINES OR MOVING BOX NOTES: BARBED ELL FIN19W GRADE IN SHRUB AREAS 5�11 AND LIPS 98.014 MUST BE APPROVED BY TIE RECREATION NO PARKS DIRECTOR & WHERE POSSIBLE, LOCAIII! VALVES IN M RAM AREAS L USE SOMILE 60 PVC CONDUIT AM AN OCL05W S. ALL RRIOATION 06TAUATM SHALL BE M AMORDAN51! mnm 4' N NOTE: STREETSCAPE SECTION ONLY ALLOWED WITHIN 6014M MONUMENT LOCATIONS (13.1h) -TRUNK GUARD FOR TURF ONLY WATER U) rr (STANDARD TYPE 51DZlIrIIALK) 44 WATER BANN 4.0'98104 c) SINSLE VALVES: NS PRO SMIM 14' 14" 4. ALL !IRRIGATION INSTALLATIONS SHALT- BE IN ACCORDANCE NITIN COFMUSATEP VALVE BOX WITH BVIEPOM 0OVvk CITY STANDARDS, 11C LAIIEST APPROVED EDITION OF THE UNIFORM 2. CONSTRUCT ON (ISAW mM aAss v oew CATY SANDARDS, PE LATEST EDITION OP THE CALIFORNIA PLUMBING ,RETIE %AB As GODS, AND MANUFACTURERS RECOMWNDATION, SECTION 20 OF F90M TO WECEIVE THE FIEDSTAL MOUNIIIED HM16ATM CONTROL QUICK COUPLER VALVE WATER PROOFINS @ Fj!S. 4.0'13EWr < PUMBINS COVE, MANIA'AOMMS WLOMMI!NDATION5,5WTIoN QUICK C41UPLM NOS PRO SERIES WROUNI? CLOCK COMPACT 03- 050m) BASE TO qO% RELATIVE IM STANDARD SPECIFICATIONS, NO AS DIRECTED BY THE RECREATION AND PARKS DRECTOR. 5TAINX55 STEEL CLAMP NO TES: (kAl5W PLANTERS AND I 000"yj I a- Ir C41MWOATW VALVE BOX WITH BOLT 00M CAWM 20 OF 111E STANDARD 91"WIFICAPONS, AND AS DIRECTED BY THE RECREATION AND PARKS PlIeTOR. DENSITY PRIOR TO PLACCHENT OF CONCRETE SLAB. 3 ALL IRRIGATION CONTROLLER ENCLOSURES SHALL BE TOP MOUNT, ALL MATERIALS SHALL BE 04 AND FIRM FROM DEFECTS. BRICK SUPPORTS RETAINING K&A.LS) I. PROVIDE POSIIVE DRAINAGE (2% MNKIM TO +I MNQ _cpxm or TREE To M HIRE PULL BOI NOS FRO SERIES 13•)(20' JUMBO ItEr.TANSULAR VALVE BOX WITH BOLT ]DOWN Clovm D. ALL MATERIALS USED SHALL BE 04 AND FREE FROM DffW75. OF A VANDAL AND WAIHM RIESISTANT NATURE, MANUFACVRED T 5M APPROVED LANIMAPI! / IRRISATION PLANS AND LEa3m FOR SPECIFIC MOM NUMBERS S= %H SO PVC TRIPLE SWING JOINT mmz (m) MALL FILL AREAS. OVOW ABOVE P.O. MROI nAirma TABLETS < zz ENTIRMY Or 504 GRADE STAINIMS STEEL. QUANTITIES, KWACTURERS AND PERFORMANCE! 2.90' 00imW WOE CONCREFEE MOW STRIP IS WEGUIRED FOR ALL LAW AREAS ADJACENT TO PROPOSED OR EXISTING WALL MR PLARTNIS TAB-IFTS :j$EE NOTE b A w < 4 INSTALLATION OF EXTRA IRRIGATION COMM WIRE! FROM 11. MY AND ALL CHAN95 SHALL BE APPROVED BY THE IRECIRPATION 4. POURED 4ONCETIE BASE - b' MIN. THICK14155. EXTEND CONCRETE V TRIPLE SWING, JOW MAINLINE CM STANDARD SHEET L-41, IXTAL N. 5 ALL M47BRIALS USED SHALL BE NEK NO FREE FROM W NOTE #6) z IRRIGATION CONTROL CLOCK TO REMOTE CONTROL VALVE 15 AND PAWS DIRECTOR. PRIOR TO IMPLEMENTATION REQUIRED FOR EACH MANIFOLD MUNDLE OF VALVE. EXTRA BEYOND OUTSIDE P11HEIRSIONS OF ENCLOSURE Hn 112% SLOM 6. ANY AND ALL CHANGES FROM *ff% STANDARD SHALL BE FOR PRANAM. APPROVED BY THE RECREATION AND PARKS DRWTOR PRIOR #4 x'..6" REBAR STAKES, 2 I;EWIREV 5. WALL WATER PROOFINIS 15 REQUIRED PER CITY STANDARD UNDISTIMED 1� __j U) HIRE SHALL BE A DIFFERENT COLOR THAN THE ONE USED To 11.5 APPROVED LANDSCAPE11IRRISATION PLANS AND LEGENDS TO MY TYPE OF oMTRUCTION. LATERAL Of LANDSCAPE FABRIC 5ft7 L-11, PETAL MI 6. IF CURBING AND OR 011110811ITTER FOR LANDSCAPE! CENTER MEDIANS AM NOT MTMS, SIM APPROVED CIVIL IENSINUERINS, DRAWINGS. 501L Zi 2x WIDTH 2k=ALI Ile OPERATE VALVES (ONE COLOR FOR ALL VALVE WIRES 4 ONE COLOR MR SPECIFIC, YOM NU•IM, S= QUANTITY, MANIFACIURER5 FOR ALL EXTRA WIRES) AND PERFORMANCE RISQUIRE10M 5/4' ROM I CUBIC Fr. POP UP SFWAY HE Al2 4. MY AND ALL CHANSM SHALL EF APPROVED BY IM IRECREATION AND PAWS DIRECTOR PRIOR TO IMPLEMENTATION, T 4V A.MW MIN PLANTIMS AREA HIM TYPICAL SHRO STAKI[Ndlir MAIL @ w i� 00#01" 0 REVISIONS CITY OF BAKERSFIELD CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS REVISIONS CITY OF BAKERSFIELD 0- 7- DETAILS FOR REMOTE CONTROL VALVES DETAILS FOR TOP MOUNT, STAINLESS STEEL LANDSCAPE AND IRRIGATION DETAILS FOR LANDSCAPE DETAILS FOR MEDIAN ISLAND PARKWAY, WATERPROOFING DETAIL FOR TREE AM UJ 0 CONTROLLER ENCLOSURE VARIOUS IRRIGATION HEADS PLANTER WALL, AND RETAINING WALLS SHRUB PLANTING U) - STANDARD F_ STANDARD STANDARD STANDARD STANDARD PLAN NO. PLAN NO. PLAN NO. PLAN NO. PLAN NO. < 0 sur 6 OF 14 L -6 sFff 7 or 14 L-7 -1 __14 off (W - L-8 fflff 91 of 14 L-9 off 10 or _J4 APPROVED RCEIVIDOOr DAM L-10 T uj M _j U cr APPROVED RMX= �lm APPROVED =XX= DATE APPROVED RMXX= APPROVED MXX)= 05. 0,51 RAP. (151ral) CENTERLINE FINI%W (0.1w TYPICAL ALL 51CM OF FENCE DENOTES ARIA. WITHIN MI=Ah AeX-N•FAl%9 FOR LAMSOAPINS (ISM DETAIL OF MeVI THE 05-W'nVE 15 TO SOFTEN THE VISUAL IMPAI OF A FIENCZ OR HALLED f9"TASE. PLANT ARTERIAL SMALL BE 5M.Er.TW TO PROVIDE A PLEANN& LANDSCAPE WITH LOW NOTES. I. A PLANNING MTARTMERr APPROVED CONCEPT PLAN 15 6RAVE FM MCMW OF PI_WMR AREA). AREAS OUTSM THMM LIMITS $KAU EM tMIRMY SUIWACM MAINTENANCE RIEWIREMENT5. LA)050AFE PLANT MATERIAL COMENNATIOW5 SHAI 5C REVIENED, AND APPROVED BY CITY PARKS DIVSOK REQUIRED PRIOR, TO SUBMITTAL Of WALL IM1190VEMENT PLANS. U) 2i W0.10ft A�IAL WITH APPROVEM +b-M SERFAGE TREATHEW LW CAP PER APPROVED 2 FOOTING TO BE CLASS V COWM 06 cc CHAIN LINK MICE 1.0"(25nr) (SEE NOTE #S) On C4xlwTQR OF TF=5 OR OTHER MATURIES MAY W LIMITW ME TO Sle"T LINE RESTRICTIONS. A SEPARATE AVTOIMATIC, IRRIGATION SYSTEM 15 REWIRIED. CONCEPT PLAN Fr, - 25OOPSI (112-11PA). w ui OR NOW PENCE HOW STRIP sa MINIMUM i I FINISHED GRAM DIFFERENCE ON EACH SIDE Or THE WALL SHALL NOT EXCIEW Iff (03w. I MN MIN 4 SROUt ALL caLs TO 20 (ObW ABOVE HIGHER GRADE CONCRETE MOW STRIP #4 0 32"(Ohm) O.C. - - 5 GRW ALL 08 15 CONCANINS IREBAP, INCUMM BOND 05" FAD. . 05MM) NPARATE TUIIIIF PROM FLAMM EIEAM!� TO TOP OF WAIN.. ID" (25rr4 TYPICAL ALL SIDES (5M NOTE #3) lql 0 q 05'RAO (15nn) (0.2�) (023H FIN15HED 12N MIN HORIZONTAL 6. A MINIMUM OF 25% OF STIOV WE MASONRY TO 0 F6_ (TURF) GRADE TYPICAL TOP SIDES 'R 1% MIN. - 2% MAX. FALL 1. TOP OF WALL ORAPIENT TO 14AT04 fL TO A MAXIMUM OF Ohl% 5LOM OR STEPPED TO MEIET HEISHT R159AREMENTS AWAY FROM PL AYSROUNO 51_oldsff� FLWNDSr-APINS LimiTs Hi IN \-,,ATE\-'IlS AS PW7W BY CTTY ENI MOW RAw. sTAw mn"K twecdcom COMPACTED SAW LOT 50mm! THICK EARTH 1Y Is "N C_ ZONE 9 . . . . 6' TALI CHAINLWK FENCE E5 OR MASONRY WALL 6. SMARINIS SOL SHALL BE COMPACTED TO 110% OF MI 6D"x 8D, x 16" PRY DENSITY AS DETERMINED BY AM 01551 TO A (0.15m x 0.2m x 0.4m) DEPTH OF ID' (031w BELOW BOTTOM OF Folom. CONCRETE MOW STRIP MOW STRIP AT CHAIN LINK b . . . . . . . BLOCKS 4. KATER PROOF SMACINS WITH o2v (bJO" I" C) FENCE AbV POW FENCE 14- &V MM • MWAOTEN KVTI4 VARIM ASPHALM WATER PROOF COATING OF APPROVED EQUAL AS MR CM STANDARD SHAT LA DTEAL CA. COAT ONLY THAT PORTION (0.2ffj BOTTOM OF SLOPE TREES 15-201 O.C. BIELDW LOT PAD GRADE DOW TO FOOnNS BLOCK WALL rowACTEo EARTH 10 FOOTINISS SHALL NOT EXCEM TW WIDTH SHOM ON THE A rpm a OR FENCE- APPROVED WATERPROOFING ON LOT SIDE PLAYISROLIND SIDEWALK P OR POLL SITE AR HAJ GATE • PLANS BY MOPE THAN 20-pa" Aw FoRmWORK. wamw TO MI TEAS roDnN6 WIDTH SHALL BE BELOW TIE FINISHED -e NOTES: LOT 05" FAD. MAID SURPAC,f! TREIATt-�-. DENOTES 50% MIN. PI AREA ACCEPTABLE PENCE OR TOP OF GRAM AT LE06T 16' (0.414) OR THE O" OF THE Foams, 11HICfEVER IS LIESA �l GRADE 1. CONSTRUCT A DEEP SCOW JOINT 01) AT EVERY FENCE I= AND TYPICAL TOP 51M 15% MAX. PLANTER AREA SERFAGE TREATMENT A DESIGN rRITERIA: EVERY 15'(4AW ON ALL OTHER. CONARM SURFAi2r2 AS APPROVED BY L L CONCRETE MASONRY UNIT GRADE V. MXW HEIGHT 2,01 (50I 2. N.I. AREAS TO RECEIVE CONCRETE SHALL BE COMPACTED To (SE NOTE #5) 9.0" RECREATION A?�V #4 0 32'(O.&n) O.C. COWOR115 TO A" M. (O 2511111) COMPACTED 4% RELATIVE 0067Y FOR A DEPTH OF 05 (ISOrW OR AS jM7TA& OF PARKS DIRECTOR BEND INTO FOOTING 2. REIMPORCIED SIM - GRAM 40. r FINN APPROVED BY THE RECREATION AND PARKS DIRECTOR EARTH I. A WMIK BORDER OF HMO SURFACE IFIAIMENT 15 WAMRW ADJACENT TOME BACK OF CURB T+Ra&W ZONE S. %�� S. KA*W SO BEARING PREVM - IOOOPSF (6.44PN 6RADE S. TOP OF MOW STRIP SHALL BE 10 (2&W ABOVE FINISHED 2 WERE HIM 15 Le% THAN MY W-KOW PROM E TO L (V PLANTER MUH HARD SURFACE TREA7KW ONLY REWRIED. 4. MW OffiGN 15 IOMFIH 0131I IDFI V HIVE LANDSC,APE PLANTING (SHIRiM ONLY) GRADE Ma ADJACENT To TURF AND 20 (50irW ABOVE 5 HARD qWAcE TIFEATMENT ONLY KET BE 95TALLED NHIEN THE MKIM MOM DOM NOT OCCUR FOR 50 CON515AITIVE MET AND SEISMIC. ZONE 'C'. Y, FOOT MM%W GRAM WHEN ADJACENT TO PLANTIR IV, 4 NO SHRIVES, MILL BE ALLOW IN PLANTER AREA WTHOUT FIRM AMIRCIVAL OF RE5511MA" AND PAWS DWTOK DRIVEWAY CURBVGVrTER �S. WIDE LAN09-CAPE PLANTING AREA MRM5A+RUIB5) OR[ Y S. SUBDIVISION WALL SO& THICK CONCRETE 4. WHERE IM GRAM ON THE LOT SIDE Of 11E WALL IS S. STAMPED CONGIIIrM INSTALLATION SHALL BE TO W4414111? SIPWIFICATIONS OR APPROVED EQUAL "'.SPRAY SIODIALK AREA cmwois 5A. APPROVED MATERIALS, AIJ~ STAN 5 INLAID 71 AND POWDER �OMW SIM WITH W T LIE WAVE* MOW STRIP THAN THE GRAM ON THE STREET SIDE OF THE WILL, WATER 6. W.AWlYPE IRRIGATION RIEQUIRE5 THE 15' HARD SURFACE TREATMENT ALONG THE PER111ETER OF THE PLANTER To W SLOPED INKARD TOWARD THE PLANTER AT 2% "I SOLO THROUSHOUT' SISK PROWNS 15 IMMIRED SEE C47Y STANDARD SHEX-T LA PETAL & FOR MI PROMNIS WAAIRIEIOM. IS M&WAV IENCORAGM HOWEVER, WHERE SIRET IL MOM EXCEED 2% FALL, "AY HEAD' TYPE I. AMA BeTIMM4 SAM OF SX!SAALK AHD 04ML S. ALL OROUND COVER SMALL IM 0MV00:1 ARID T. NO WMISINS VINE SHALL M LEW TO WPM 58. 3jffl��ANCHORS V ArIMINIMUllyk MOUNTED TOP f L" TO WE Mox ANDSHALL TION BLOCK S. A qD'(02* WIDE CONCRETE MOW 57W 15 REGIARM FOR ALL 15 REQUIRED. COLOR OF C*rftM OR 07HR KARD SURFACE TREATMW SKI BE DETERMINED IN 00111SULTATM WITH IM REMATM AND FAVICS DIRECTOR OR PEW AT FROPERW LINE OHALI� 91! APPROVED Vf Off? PARKS VPVF40K WALL Olt FENCE. L**VSC.WW IF FRONTAGE 151,P36 THAN 100 ALL M-ANTS "A14 IMM 90" HIAVZ AN NO LAINIDSCme IMPItaymem SHALL w HAVE No VOWS MTHEEN SMAGE NO WALL LAW AREAS ADJACENT TO AN EXISTING, OR PROPOSED Fl5WCAfA%vftLL aff STANDARD SHIMT L-11, DETAIL W 4 V 1. AS UWARMW& BE M.,8'9,lGArTlN0NTffMM OF Po' LINEAR MET, THE AREA OUTNEIN MNWAAALL AM WVDUAL OUEOLM ALLON07 AND Ca� SNXS� SHALL BE W,CK Or CAM SHA" RELIEVE C4NCWM EXTEMED TO THE FACE Or WALL I I swp OR 0. IRRIGATION 5Y5TTM SK POW OF C4meGTm HAVE A SPARATE 11419.0 GRADE I( ' 10 16TALL MOHR RAW AT ALL KDIAN EIRMAK5MFERABLY AT LEFT TURN PODKIETS ADJACIENT TO LAME AREAS) 2 &ROUNl> COVER MAY DE USEP OLY NHEN ORLL SrM?%ONTAe& 15 LEM THAN W LINEAL 't AS MEASURED PARAIJJEL TO THE AID.A445ir OISTAN= METHIMN ISAM OF SIDEWALK AM M" & SHRUDS AND TIREIM SHALL 19E SPACED NO MI! 6 MY AND ALL CHANGES FROM THIS STANDARD PETAL SHEET SIALL BE APPROVED BY THE RECIMATION AND PAWS DIRECTOR 11. 40IMPACT OS'A5OmW BASE TO Will RELATIVE DENSITY BELOW ALL HARP56APE a0SM ItANA THEM M.L VIAMEM AT MAnMff. STREET. PRIOR TO C06TIMTWK 12 MOW RAW WWRED ON ALL DIDE, OF KPANS. (2 MOW RAMPS MR ISLAND) 'A CONCRETE M006TRIP AS REQUIRED PER OETAJL L-11 • R=q.O"TYP PILASTER T ALL CONORIETE SHALL 13E CLASS V N AWMANCE HN (023111) M STANDARDS, THE LATEST EDITION OF SBCION 15 OF THE SPECIFICATION, AND AS APPROVED BY II-E R15CIREATION, Fr V4 Is, ll!i= is, • 4 2 -#4 •STANDARD LONGITUDINAL tt MON STRIP AT r7 r AND PAWS PIRBCTOR. KAILL AND FENCE b MOW STRIP ALONG WALL SHALL WAIVE PLASTER. dL MOW STRIP SHALL 19E NTALLED AT ALL PROPERTY LINES -7-0- SECTION A-A SECTION B-5 SECTION CONTINUOUS #4 a 16' (04m)OC, 05 5 O"(Obw MOW RAMP NO PLANTER PLANTER 4 TLIRF AREA a 24' (Om) O.G. SHEET NO. PLEASE REFER TO THE FOLLOWING INTERNET LINK FOR MORE CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS DETAIL FOR CONCRETE MOW STRIPS DETAILFOR TYPICAL LANDSCAPE WALL DETAILFOR & PLAYGROUND SIDEWALK LANDSCAPE LIMITS WITHIN MEDIANS OR FENCE SCREEN MASONRY WALL NON-RETAINING INFORMATION IN REGARD TO THE CITY LANDSCAPE STANDARDS: OF STANDARD STANDARD STANDARD STANDARD PLAN NO. PLAN NO. MAN NO. PLAN NO. http://www.bakersfieldcity.us/cityservices/pubwrks/designman/pdf/landscape 6112007.pdf 25 OF 27 SM 11 or 14 APPROVED off 12 or 14 APPROVED jum DATE L-12 APPROVED = DAU L-13 MT 14 Op 14 APPROVED RcExxx= DAIM L-14 4 I5 10 11 1'2 13 1'4 1'5 1'6 7 18 1,9 A 21 22 23 24 25 27 2 29 7 3 • /,T 'J Landscape Specifications General Notes: 1. Scope of work: Complete all landscaping work as shown on the drawings and as specified herein. 2. General requirements: A. All plants furnished by contractor shall be true to name. Conform to standardized plant names by American joint committee on horticulture nomenclature. All work shall conform to applicable requirements of American Association of Nurserymen, Inc. standards. B. All nursery stock and other plant materials shall be subject to inspection by City Of Bakersfield Parks Division prior to being removed from containers and placed in ground. All plants shall be free of disease and insects of any kind, and all necessary inspection certificates shall accompany each shipment as required by law. C. Provide plants of normal growth and uniform height, according to species, with straight primary trunks and well - developed leaders, roots and tops. Heeled -in stock or stock from cold storage shall not be accepted. D. Provide plants of sizes specified or listed on drawings, size stated in each case being interpreted to mean dimensions of plants as it stands in its natural position in nursery without straightening of any branches or leaders. E. Provide legible labels attached to all plants, specimens bundles, boxes, bales, or other containers indicated botanical genus, species and size of each. 3. Preparation of subsoil: When subgrade has been established by others and approved, smooth over to remove ridges and depressions so surface is parallel to finish grade. 4. Grades: Finish grades for all project prior to planting or hydroseeding, unless otherwise approved by the City Parks Division, shall be no less the YZ' below hard surface, and not more than 1" below hard surface, i.e. cement slab, sidewalk, concrete header. 5. Digging and shipping of plant material: A. Exercise extreme care in digging, transporting, handling and packing of all plants. B. Handle plants so roots are protected at all times, and delivery is in open vehicles, cover entire load, but not be so tight as to cause heating. C. No plant will be accepted when ball of earth surrounding roots has been cracked or broken preparatory to or during the process of planting or when burlap, staves, ropes or platforms have been removed. Protect root balls from sun and wind by covering with soil or other suitable material if not planted immediately on delivery. 6. Planting areas: Planting areas mean pits for individual trees, shrubs and vines or lawn areas shown on drawings or specifications. Locate all such areas shown on drawings and stake out for approval by City of Bakersfield prior to planting. 7. Preparation of lawn and groundcover areas: A. If required, imported topsoil brought to the job shall be a fertile, friable natural sandy loam, without admixture of subsoil material, and obtained not more than two or three feet from the top of the deposit and from a well- drained arable site. It shall be live soil and contain a normal amount of decomposed organic matter and shall be free from heavy alkaline soil, coarse sand, stones, lumps, tools, sticks or other foreign matter. B. Soil amendments: All tree and shrub planting areas shall have soil amendments at the following rates per every six (6) cubic yards of native soil material, unless recommended otherwise by soil test or constructions details and specifications: 1. Six (6) lbs. of 16 -20 -0 fertilizer. 2. Six (6) lbs. soil sulfur. 3. One -half (1/2) lb. iron sulfate. 4. One -half (1/2) lb. magnesium sulfate. 5. Two (2) cu. yds. Nitrogen stabilized organic material, decomposed and based upon redwood or fir products only. No manure will be allowed, This product will contain a minimum of 11% slow release nitrogen. C. Any soil brought to site must be from an area approved by the City Parks Division. D. Over prepared subgrade, topsoil shall be spread to such a depth that seeding or plants, and after area has been compacted and planted, surface shall conform to lines and grades designated. E. After spreading topsoil, condition with commercial fertilizer at the rate of fifteen (15) pounds per 1,000 square feet, which shall then be thoroughly rototilled into the topsoil. F. After topsoil has been spread, the area shall be lightly raked to remove all additional stones, roots, lumps or any other foreign material. The finished surface shall be loose, smooth and pulverized. 8. Lawns: (NOT REQUIRED FOR THIS PROJECT) A. Seeding: The preparation of the subsoil and lawn areas shall be done just prior to the actual seeding which shall be done at a time favorable to the growth of the grass and only at the time approved by the City of Bakersfield. B. Hydroseeding: 1. Prepare seedbed as previously described. 2. Hydroseed mix for turf areas shall be as follows: 1/3 Unhulled Common Bermuda 1/3 Creeping Red fescue 1/3 Kentucky Bluegrass 3. Mix shall be mechanically applied at the rate of 450 pounds per acre. 4. Mix shall include the following Wood Cellulose Mulch: 1800 pounds Ecology Controls "M Binder ": 500 pounds per acre 20 -10 -5 fertilizer: 500 pounds per acre. 5. Hydraulic equipment to be used for the application of the slurry mix shall have a built in agitation system to agitate mix and entire unit shall be mounted on mobile unit. 6. The operator shall spray with a uniform visible coat using the green color of the wood pulp as a guide. The slurry shall be applied in a sweeping motions, in an arched stream so as to fall like rain, allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. 7. Prior to hydroseeding, the area shall be irrigated in order to provide a moist seed bed for the hydroseed application. 8. Hydroseed areas shall receive several consecutive waterings the day of the hydroseeding to thoroughly saturate the soil. 9. After initial irrigation, water shall be applied as often, and in sufficient amounts as conditions may require, to keep the soil wet and until germination is complete. C. Sod: 1. Prepare 3 �, p seedbed as previously described, but work for a surface /. lower than surrounding paving. 2. Spread a layer of complete fertilizer (same amount as label calls for new lawn). 3. Unroll delivered sod on prepared seedbed. 4. Lay strips parallel with strips end staggered as in a bricklayers running bond pattern. 5. Press end of each strip closely against the end of the last strip. 6. Roll with half water filled roller, weight not to exceed 250 pounds. 7. Water until roots have been penetrated deeply into the prepared seedbed. 9. Planting: A. All trees shall be set slightly higher than the finished grade. No filling around the trunks will be permitted. B. All shrubs shall be set slightly higher than the finished grade. No filling around the stems will be permitted. Topsoil shall be carefully tamped under and around plants to fill all voids. C. Bottom of all plant area shall be loosened and a layer of topsoil at least two inches in thickness added to each pit so ball or roots will rest thereon when plant is set to required grade. D. All trees shall be planted in pits at least one and one -half (1 -1/2) feet greater in diameter than their ball of earth or spread of roots. When the tree has been properly set and inspected, the pit shall be backfilled with topsoil to which has been added the bonemeal and gypsum at the rate of fifty (50) pounds per cubic yard of topsoil. Soil shall be thoroughly tamped and watered; after backfilling, a mound of earth shall be formed around the edge of each tree pit in order to form a shallow saucer. E. All trees 24" box and smaller shall be surrounded by stakes, see details. F. All trees within turf areas, shall receive Arbor -gard or approved equal, trunk protectors. 10. Mulching: After the work of planting has been completed and approved, all shrub beds shall receive a top dressing of Forest Humus (1 ") one inch deep. 11. Planted area boarders: All planting boarders shall be 6 "x6" concrete strips. See City standard L -11, Sheet LS-4. Where turf is adjacent to a wall or fence, a 9 "x9" mow strip is required. See City standards L -11, Sheet LS-4. A 6 "x6" mow curb is required anywhere City maintenance responsibilities end. For phased projects, mow curbs will be required, even if not called out on plans, at phase lines to be removed upon beginning of construction of next adjacent phase. 12. No shrub shall be placed any closer than 'A is diameter at maturity to any hard surface. Final placement of plant materials shall be approved by the City of Bakersfield, and the City reserves the right to require the deletion or addition of plant material to achieve desired plant density. 13. Spacing on trees and shrubs shall be not less than their diameter at maturity. 14. Groundcover plants shall be planted a minimum of 12" from any walkways and all irrigation equipment. 15. Pruning: Prune all plant materials. Only skilled workmen shall do this work under the direction of the landscape contractor. Irrigation specifications General Notes: 1. Scope of work: Includes fumishing all labor, materials and equipment for the proper installation of the irrigation system. The work includes, but is not necessarily limited to the following: A. Trenching and backfill. B. Automatically controlled irrigation system. C. Test all systems and make operative. D. "As- built" drawings. 2. Guarantee: All work shall be guaranteed for one year from date of acceptance against all defects in material, equipment and workmanship. Guarantee shall also cover repair of damage to any part of the premises resulting from leaks or other defects in material, equipment and workmanship to the satisfaction of the owner. All repairs, if required, shall be done promptly at no cost to the City of Bakersfield. 3. General: A. Permits and fees: Obtain all permits and pay the required fees to any governmental agency having jurisdiction over the work. Inspections being required by local ordinances during the course of construction shall be arranged as required. On the completion of work, satisfactory evidence shall be furnished to the City of Bakersfield to insure that all work has been installed in accordance with the ordinances and local code requirements. B. Approval: Wherever the terms "approval" or "approved" are used in the specifications, they shall mean the approval of the City of Bakersfield in writing. C. Before any work begins, a conference shall be held between the contractor and the City of Bakersfield concerning the work under this contract. D. Coordination: Coordinate and cooperate with all other contractors to enable the work to proceed as rapidly and efficiently as possible. E. Inspection of site: Contractor shall acquaint himself with all site conditions. He shall call U.S.A. prior to construction to locate all underground utilities. Should site utilities not shown on the plans be found during excavations, contractor shall promptly notify the City of Bakersfield for instructions as to further action. Failure to do so will make the contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities not shown in plans. F. Protection of existing plants and site conditions: The contractor shall take necessary precautions to protect site conditions as they exist. Should any damage be incurred, the contractor shall repair the damage to its original condition. G. The City of Bakersfield reserves the right to reject any material or work, which does not conform to the contract documents. Rejected work shall be removed or corrected at the earliest possible time. H. The contractor shall make necessary adjustments in the layout as may be required to connect to existing stubouts. Should any such stubs not be located exactly as shown and as may be required to complete the work, the contractor shall take responsibilities to locate all stubs and make the connections. I. All work is subject to inspection by a City representative. Any worts covered without the approval of the City Paris Division is subject to being uncovered for inspection at the discretion of the City Parks Division. J. Final acceptance: Final acceptance of the work may be obtained from the City of Bakersfield upon the satisfactory completion of all work, thereby prompting commencement of the maintenance period. K. All points of connection for electrical service for irrigation systems shall be independent from traffic signal power source /street lighting power source. A single line schematic for the electrical power supply for irrigation systems shall be reviewed and approved by the City Engineer prior to the start of any landscape /irrigation installations. 4. Materials: A. General: All materials throughout the system shall be new and in perfect condition. No deviations from the specification shall be allowed without the approval of the City of Bakersfield. B. Plastic fittings: All fittings to be schedule 40 Polyvinyl Chloride (PVC) standard weight as manufactured by Sloane, Lasco or an approved equal. C. Solvent cement: Compatible with PVC pipe and of proper consistency. See City of Bakersfield detail sheet for acceptable installation procedures of all aspects of irrigation. 5. Point of Connection A. In the event the point of connection to the city water supply is to be somewhere other than where specified on the plans, the contractor shall receive written approval from the City Parks Division prior to installation of the point of connection. B. The water meter for the landscape irrigation shall be located in the landscape area shown on plans. C.When possible backflow presenters shall be located in planter areas. 6. Installation A. Excavating and trenching: 1. Perform all excavations as required for the installation of work included under this section. Including shoring of earth banks to prevent cave -ins. Restore all surfaces, existing underground installations, etc., damage or cut as a result of the excavations to their original condition and in a manner approved by the City of Bakersfield. B. Pipe line assembly: 1. Install remote control valves where shown and group together where practical. Place them no closer than 12 inches to the walk edges, building and walls. 2.Plastic pipe and fittings shall be solvent welded using solvents and methods as recommended by manufacturer of the pipe, except where screwed connections are required. Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with non - synthetic bristle brush. 3. Pipe may be assembled and welded on the surface. Snake pipe from side to side of trench bottom to allow for expansion and contraction. 4. Make all connections between plastic pipe and valves or steel pipe with threaded fitting using plastic female adapters with schedule 80 nipples. See details L-4, L-6 and L-8. C. Sprinkler Heads 1. Install all sprinklers as detailed In City of Bakersfield L-8. Sprinkler heads adjacent to curbs and other paved areas shall be to grade. Sprinkler heads which are to be installed in lawn areas where turf has not yet been established shall be four inches above the proposed finished grade during establishment period, and lowered to grade upon completion of project. 2. All sprinklers having adjusting pin nozzles shall have the pins adjusted into the stream for proper and adequate distribution at the water over the coverage pattern at the sprinkler. 3. All sp rinkle rs havin g a n adjusting sc r ew, adjust in g stem o r adjusting friction collars shall be adjusted on a lateral line or circuit as required for the proper arc of coverage, radius. Diameter and /or gallonage discharge. D. Closing of pipe and flushing lines 1. Cap or plug openings as soon as all lines have been installed to prevent the entrance of materials that would obstruct the pipe. Leave them in place until removal is necessary' for the completion of the installation. 2. Thoroughly flush out all water lines before installing heads, valves and other hydrants. 3. Test all work in accordance with City of Bakersfield requirements. 4. Upon completion of the testing the contractor shall complete assembly and adjust all sprinkler heads for proper distribution. 7. Workmanship A. Lay out work as accurately as possible to the working drawings. The drawings, though carefully drawn, are generally diagrammatic to the extent that swing joints, offsets and all fittings are not shown, B. The contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary minor adjustments. The City of Bakersfield reserves the right to require the addition or deletion of irrigation heads to achieve proper coverage. C. Any major revisions to the irrigation system must be submitted and answered in written form. 8. Backfrll and Compacting A. After the system is operating and at required tests and inspections have been made, backfill all excavations and trenches with clean soil, free of all rubbish. B. Compact all trenches in areas to be planted by thoroughly flooding the backfill. Jetting process may be used in those areas. C. Dress off all areas to finish grades. 9. Cleanup: Remove from the site all debris resulting from work of this section. 10. Hydrostatic Tests A. Request the presence of the City of Bakersfield in writing at least 48 hours in advance of testing. B. Testing to be accomplished at the expense of the contractor and in the presence of the City of Bakersfield. C, Center load piping with a small amount of backfill to prevent arching or slipping under pressure. All joints shall remain open. All valves or valve locations shall remain open. D. Apply a continuous and static water pressure of 60 PSI when welded plastic joints have cured at at least 24 hours and with the risers capped as follows: Main lines and sub mains shall be tested for at least 1 hour. E. Repair any leaks resulting from the tests. F. Demonstrate the entire system to the City of Bakersfield, proving that all remote control valves are properly balanced, that all heads are property adjusted for radius and arc of coverage and that the installed system is workable, clean and efficient. 11. Electric Meter A. The electric meter shall be placed as indicated on the plans and shall conform to all applicable City and agency standards for installation. B. The irrigation controller and the electric meter shall be placed immediately adjacent to one another, 12. Quick couplers A. All quick coupler valves shall be located in planter areas whenever possible. B. At completion of the project, the contractor shall provide the City with two (2) quick coupler keys. 13. Coverage A. The contractor shall flush out and adjust all sprinkler heads and valves for optimum coverage with minimum over spray This shall include regulating the pressure at each valve to obtain the optimum operating pressure for each circuit. B. Prior to commencement of the maintenance period, the contractor shall demonstrate the irrigation system coverage. The contractor shall notify the City Parks Division twenty -four (24) hours prior to such test. C. The City Parks Division shall have final approval of coverage. 14 15 1 18 1 Irrigation specifications (Cont.) General Notes: 14. Additional irrigation items as follows: A. Controller enclosures shall be: SB- 22 -SS. B. Valve boxes shall be: NDS Pro Series 14 "X19" corrugated valve box w/ bolt down lids. Quick Coupler valves shall be: NDS Pro Series 10" round corrugated valve box w/ bolt down lids. C. If valve boxes are installed in paved areas, install in Christy #B -9 concrete valve box (18X11X12) w/ Christy #39TL cast iron locking lid. D. Backflow preventers: NOT REQUIRED FOR THIS PROJECT. MAINTENANCE PERIOD 1. The contractor shall provide all labor, materials and equipment to perform work during the post- installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred and sixty -five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post - installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter, and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off -site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non- selective post - emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off -site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and /or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The City will require a re- inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re- accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. At the conclusion of the maintenance period, a final inspection of work will be made by the City. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with next available up -sized container. All ground cover shall have a twelve (12 ") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "As Built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick - coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, two (2) sets of 11 X 17 laminated & spiral bound "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two (2) quick coupler valve & locking cap keys with gate valve hose bib attachment, shall be submitted to the City. 11. Refer to Special Provisions Section 23 for additional requirements. 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PANEL , ■ NEW e� SWITCHBOARD 11 NO IN. --,;ff M -5A § I..” P 0 ROUTE CONDUCTERS TO EXISTING CABINET AND 201 ACCESS EXISTING RUN P/201, MP -5A TO P13214, PB215, PB 216, PB227. PULL 4 - #3 0 CONDUCTORS AND 1 J6 GND IN EXI TING SPARE CONDUIT AND NEW 2 COND. (PB227 TO MILL HOUSE). EXISTING PG &E [PRIMARY ELECTRIC 17TH STREET ' 31 +00 N w -Allu . CONDUCTORS FROM EXISTING fi 212 PB227 T HOUSE PANEL "HP" a IO I ° 0 —�— E TV e VENTI FAN -T—..?\ NG AS REQD. `- AIR CQNDITIONING 3/4" CON ,LWIT #10 CONDENSER UNITS, 2 REQD. AN RND M1TSU HI PUZ -A36, 208V, 1 P ELECTRIC PLAN - 1$T FLOOR Scale: i ELECTRIC PLAN - 2ND FLOOR B Scale: 1/4" =1' -0" 12 13 14 15 16 7 18 19 I f I I I MILL- HOUSE — I I i i • I / DISCONN w T I � : } i w II Z ATT ,RY 13AN K LOW ON RACK 6 ;DS3 A �OV FLOOR' ' I DS2 I DS1 1 ACHOMET�ERS [ I G TA { i SE I I ;�R —WHEEL l i 1 I i I � I � / I � ELECTRICAL PLAN WATER WHEEL POWER SYSTEM Q C) x /l:. T N Q U_ U O� C M � Co op (D C W o W U �� A 00 �mT V! U pMp O r 2 C O O f�f� T LL IC I° .a t LEGEND i - - - - -- i - - - - --,— - -'o I M IEXIST.METER iZ G PERMANENT MAGNET ALTERNATOR I I PANEL I I 'MP -5A' w W , Iml O EXHAUST FAN I ) 1 LL �, 9 p I O N I R 3 O ;0,- Z m N N BATTERY ,1__ —_ __J � a o Q oI� o o � I PHASE 400 AMP WIRE 3 W o— DISCONNECT OR BREAKER I I S ( ) 200A /3PI � I 1 O "DS" DISCONNECT SWITCH L _ _ _ _ _ _ J J =j BID ALT: PV ARRAY 4 - #3/0 CONDUCTORS AND < 1- #GND IN 2 CONDUIT W Lu 2 #4 CU, THWN (EACH) L I p COMBINERS) _ _ _ — — _ — C Z F Y W Q OUTBACK CAT, #1 =P1 -4 2 8CU, THWN 1 ) 20OA 1 Q z 2 #4 CU, INVERTE�CHAR ER # I /3PI fr < THWN GRID INtRACTIVE 4000W, ___I - D 1" OBJVP C INPUT 120V AC DS _ I I m LL W O_ (EACH) F60A/2P� F I I I� WATER \L — G I I ( 50� A/1 P I 1 50 f 1 P I O z_ U WHEEL N I F- -/ ALTERNATOR L '" _ J L W w 48V DC "DS " I I I I DS3 I I Cc w 42 AMP OUTPUT 175A 2P I I I ) 1175A/2P I 1 U "PMA" L_ ._ — J L_ _ _ I I I J (DC -512) 2 #2/0 CU, 2 #2/0 CU, I I J (OR SC -120) THWN P — -- -- I- — — — — -[THWN f i i T _ f i 1----- - - - --J AIR CONDITIONING COIL UNITS, I —T t I I —Z— I HOUSE PANEL 2 REQD. EACH FLOOR �► " MITSUBISHI PKA, MATCH I f I I ..� I HP ��� / "��� CONDENSER UNIT, I I I __I__ f 1 (BLDG. LOADS) WIRELESS CONTROL L —__ —_J L —__ —_J BASE BID BID ALT. "BAT" ELECTRICAL LOCATED WITHIN WATERWHEEL POWER ROOM: SEALED MAINT. FREE, DEEP CYCLE BATTERIES DIRECT CURRENT CABLE TO BE RACKED AND SUPPORTED 100 APM -HOUR, 48V DC IN VENTED BATTERY ENCLOSURE, (1 -4EA 12V IN SERIES BASE BID, OFF OF WALL OR ADD 1-4 EA 12V IN SERIES AND IN ALTERNATING CURRENT WIRING TO BE CONTAINED IN PARALLEL S FOR BID ALT. TROJAN CAT. #30H UNITS ) SURFACE MOUNT RIGID CONDUIT cry ;l v J DEL "HP" SINGLE LINE DIAGRAM * NO.E8339 * SHEET NO. „ on 9J23/1 WATER WHEEL �f �Ecm, OF CA01 3 'till OF 7.3-1, 27 OF 27 )0 21 22 23 24 25 3 Z9 30 -- ELECTRICAL PLAN - MILLHOUSE SERVICE 9_ SCALE: V-16 PANEL HP BUS AMPS 200 MFR. C -H OR EQ LOC. WALL MOUNT MTG. PANEL MAIN AMPS MLO n PHASE 3 WIRES 4 VOLTS 120 /208 FEEDER FROM EXIST MP -5 AT BOTTOM AIC RATING 10K� VOLT -AMPS OUTLETS BKR. R R BKR. OUTLETS VOLT -AMPS DESCRIPTION BUS CONNECTION D CRIPTION AT--1 B C LTG REC MISC AMP P AWG AWG P AMP MISC REC LTG A B C US PUZ -A36 COND 2500 1 30 10 1 2 10 30 1 2500 D PUZ -A36 COND - 2500 - - 2 10 3 4 102 2500 - US LIGHTING 1200 111 201 12 6 121 20 11 000 DS LIGHTING US RECEPTACLES 23331 1 7 1 20 1 12 Z 8 121 20 7 233 f DS RECEPTACLES RR & KITCH REC GFI 1500 3 20 1 12 9 10 121 20 3 00 RR & KITCH REC GFI OUTBACK INV 4000 1 50 1 8 11 12 121 20 3 1500 RR FAN -LGT, GEN FAN PKA FANS 500 20 1 12 13 14 - 1 20 SPARE LIFT STATION 1800 1 1 20 1 12 15 16 SPARE 1 20 1 - 17 18 19 20 4833 4800 5200 COLUMN TOTALS COLUMN TOTALS 1433314000 3000 BUS LOADING DEMAND CALCULATION - PHASE VOLT -AMPS: PHASE TOTAL AMPS: TOTAL CONNECTED VOLT -AMPS 26666 VA. PHASE A TOTAL: 9666 VA, PHASE A TOTAL: _25—A. LONG CONTINUOUS LOADING (LCL) AT 25% 2500 -VA. PHASE B TOTAL: 8800 VA. PHASE B TOTAL: _13—A. TOTAL DEMAND 29166 VA. PHASE C TOTAL: 8200 VA. PHASE C TOTAL: _53—A. TOTAL DEMAND AMPS = 29166 VOLT -AMPS 208 PANEL VOLTAGE _ -[3- = 81 AMPS 4 A 10 VENTI FAN -T—..?\ NG AS REQD. `- AIR CQNDITIONING 3/4" CON ,LWIT #10 CONDENSER UNITS, 2 REQD. AN RND M1TSU HI PUZ -A36, 208V, 1 P ELECTRIC PLAN - 1$T FLOOR Scale: i ELECTRIC PLAN - 2ND FLOOR B Scale: 1/4" =1' -0" 12 13 14 15 16 7 18 19 I f I I I MILL- HOUSE — I I i i • I / DISCONN w T I � : } i w II Z ATT ,RY 13AN K LOW ON RACK 6 ;DS3 A �OV FLOOR' ' I DS2 I DS1 1 ACHOMET�ERS [ I G TA { i SE I I ;�R —WHEEL l i 1 I i I � I � / I � ELECTRICAL PLAN WATER WHEEL POWER SYSTEM Q C) x /l:. T N Q U_ U O� C M � Co op (D C W o W U �� A 00 �mT V! U pMp O r 2 C O O f�f� T LL IC I° .a t LEGEND i - - - - -- i - - - - --,— - -'o I M IEXIST.METER iZ G PERMANENT MAGNET ALTERNATOR I I PANEL I I 'MP -5A' w W , Iml O EXHAUST FAN I ) 1 LL �, 9 p I O N I R 3 O ;0,- Z m N N BATTERY ,1__ —_ __J � a o Q oI� o o � I PHASE 400 AMP WIRE 3 W o— DISCONNECT OR BREAKER I I S ( ) 200A /3PI � I 1 O "DS" DISCONNECT SWITCH L _ _ _ _ _ _ J J =j BID ALT: PV ARRAY 4 - #3/0 CONDUCTORS AND < 1- #GND IN 2 CONDUIT W Lu 2 #4 CU, THWN (EACH) L I p COMBINERS) _ _ _ — — _ — C Z F Y W Q OUTBACK CAT, #1 =P1 -4 2 8CU, THWN 1 ) 20OA 1 Q z 2 #4 CU, INVERTE�CHAR ER # I /3PI fr < THWN GRID INtRACTIVE 4000W, ___I - D 1" OBJVP C INPUT 120V AC DS _ I I m LL W O_ (EACH) F60A/2P� F I I I� WATER \L — G I I ( 50� A/1 P I 1 50 f 1 P I O z_ U WHEEL N I F- -/ ALTERNATOR L '" _ J L W w 48V DC "DS " I I I I DS3 I I Cc w 42 AMP OUTPUT 175A 2P I I I ) 1175A/2P I 1 U "PMA" L_ ._ — J L_ _ _ I I I J (DC -512) 2 #2/0 CU, 2 #2/0 CU, I I J (OR SC -120) THWN P — -- -- I- — — — — -[THWN f i i T _ f i 1----- - - - --J AIR CONDITIONING COIL UNITS, I —T t I I —Z— I HOUSE PANEL 2 REQD. EACH FLOOR �► " MITSUBISHI PKA, MATCH I f I I ..� I HP ��� / "��� CONDENSER UNIT, I I I __I__ f 1 (BLDG. LOADS) WIRELESS CONTROL L —__ —_J L —__ —_J BASE BID BID ALT. "BAT" ELECTRICAL LOCATED WITHIN WATERWHEEL POWER ROOM: SEALED MAINT. FREE, DEEP CYCLE BATTERIES DIRECT CURRENT CABLE TO BE RACKED AND SUPPORTED 100 APM -HOUR, 48V DC IN VENTED BATTERY ENCLOSURE, (1 -4EA 12V IN SERIES BASE BID, OFF OF WALL OR ADD 1-4 EA 12V IN SERIES AND IN ALTERNATING CURRENT WIRING TO BE CONTAINED IN PARALLEL S FOR BID ALT. TROJAN CAT. #30H UNITS ) SURFACE MOUNT RIGID CONDUIT cry ;l v J DEL "HP" SINGLE LINE DIAGRAM * NO.E8339 * SHEET NO. „ on 9J23/1 WATER WHEEL �f �Ecm, OF CA01 3 'till OF 7.3-1, 27 OF 27 )0 21 22 23 24 25 3 Z9 30 f o f , m-` r xi i j�,r� r P N . . //0 T �rG Jf W EXIST. SWITCH- BOARD MP -5A UN ' ELECTRICAL ROM EXIST. PANEL C FOR NEW SERVICE TO MILLHOUSE ' P ROUTE CONDUCTERS TO EXISTING CABINET AND ACCESS EXISTING RUN P/201, MP -5A TO PB214, / x P6215, PB 216, PB227. PULL 4— 3 Q le" ., �. CONDUCTORS AND 16 GLAD IN EXITING SPARE CONDUIT AND NEW 2 COND. (PB227 TO MILL HOUSE). r` r ; E t- - -- F f�. �- QD ` a ` EXISTING PG &E PRIMARY ELECTRIC r ®r rn� 4d z, �X� 1 N N' d. MILL HOUSE'E 17TH STREET i 31 +00 N P _ w INSTALL 2 CONDUIT AND 0 F CONDUCTORS FROM EXISTING c / i 212 PB227 TO HOUSE PANEL "HP" . W 0 PANEL "HP " + TV TYPE INPUT LAMP TYPE E TV DESCRIPTION ° `� a1 213 PB2:2F8 a FLOOR a s. i i 1 )USE PANEL "HP" F1 d d (3) F32T8 PEERLESS CLASSIC ROUND 6" DIA. FLOURESCENT 48" —� —. LIGHTING LONG, (1) UPLAMP, (2) DOWNLAMP ELECTRICAL LAN - -- _ ._— ...- MILLHOU E SERVICE -- -- (3) F96T8 SCALE: V-16 SAME AS TYPE F1, ONLY 96" LONG - CAT. #LD6 WALL MOUNTED LIGHTING 411206 AT +84 AFF PANEL HP (9) F32T8 PEERLESS BUS AMPS 200 MFR, - C -H OR EQ LOC. OUTDOOR WALL MTG. PANEL MAIN AMPS 200A/3P PHASE 3 WIRES 4 VOLTS 120 /208 FEEDER FROM EXIST MP -5 AT BOTTOM AIC RATING 10K LIGHTING VOLT —AMPS OUTLETS BKR. R (2) 13WDTTCF LITHONIA R BKR. OUTLETS VOLT —AMPS DESCRIPTION DIA. LOW PROFILE Al 130 (1) 100W A19 BROAN FAN -LIGHT COMBINATION, 30W FAN 50 CFM - BUS CONNECTION CAT #5E833 DESCRIPTION X1 20 B C LTG REC DISC AM P AWG MINUTE BATTERY AWG P AMP MISC REC LTG A B C CU -1 2500 BATTERY SUPPLY 1 30 10 1 2 10 30 1 2500 CU -2 - 2500 - - 210 4 10 2 2500 1 - US LIGHTING 1 11170 10 20 1 12 5 6 121120 1 7 1 1 1110 DS LIGHTING US RECEPTACLES 800 41 20 1 12 _f 8 121120 1 6 1000 DS RECEPTACLES, EF2 US RECEPTACLES 800 4 120 1 12 9 10 12 1 20 6 1000 DS RECEPTACLES EXIT/EMERGENCY LGHTS 90 5 20 1 12 11 12 121 20 2 140 DS FAN COILS US FAN COILS 140 2 20 1 12 13 14 12 1 20 1 1500 DS SECURITY PANEL SPARE - 20 1 - 15 16 8 1 50 1 1 100 OUTBACK CONTROLLER EWH -M2 1800 1 20 1 12 - 18 1211201 1 7 1 800 LIFT STATION SPARE - 20 1 - 19 20 - 1 20 - SPARE HD -1 17251 1 2011112 21 22 - 1 20 - SPARE EMI-M3 3000 1 3011112 1 23 24 - 1 20 - SPARE 3440 5025 60601 COLUMN TOTALS COLUMN TOTALS 4000 3600 3310 BUS LOADING DEMAND CALCULATION PHASE VOLT —AMPS: PHASE TOTAL AMPS: TOTAL CONNECTED VOLT —AMPS 25435 VA, PHASE A TOTAL: 7440 VA, PHASE A TOTAL: __§_2__A. LONG CONTINUOUS LOADING (LCL) AT 25% 1250 VA. PHASE B TOTAL: 8625 VA. PHASE B TOTAL: 72 A. 26685 PHASE C TOTAL: 9370 VA. PHASE C TOTAL: 78 A. TOTAL DEMAND A. TOTAL DEMAND AMPS = 26685 VOLT -AMPS - 208 PANEL VOLTAGE - ,I3 - 74 AMPS LIFT STA. 10 HP -18 15I t-LUUH - PUMP PANEL SEE DETAIL C H -7 e FC-2 I - -- - -- - — J rJ 10 HP -12. ,-' 1 i 8 I °= \� \ � \02 HP -16 �o o?' U! / \`002 i 8 \ i i HD -1 \ HP -21 j i — mb..HP -14 CA(EW r O M8 I T__ tl jI off � LIGHTING PLAN A Scale: 1/4" =1' -0" E -1 4-42" 10 - AFF GFI ti WP /GFI - I-1 ST FLOOR I-2ND FLOOR --- I - --.. JI . i CONDENSER CONDENSER L-- N -.._.. L.._.._.._.. (CU -1) (CU -2) 3/4" COND, I H (3) #10 �HP -8,10 AIR AND (1 #10GRND HP -1,3 COI �. MIT 1 ST FLOOR 10 ING COIL UNITS, 2 REQD. EACH FLOOR MITSUBISHI PKA, MATCH CONDENSER UNIT, WIRELESS CONTROL C IN U r— LUU I-1 LIGHT FIXTURE SCHEDULE VOLTS: 120 TYPE INPUT LAMP TYPE ACCEPTED DESCRIPTION REMARKS WATTS FLOOR MANUFACTURER i i 1 )USE PANEL "HP" F1 90 (3) F32T8 PEERLESS CLASSIC ROUND 6" DIA. FLOURESCENT 48" WALL MOUNTED LIGHTING LONG, (1) UPLAMP, (2) DOWNLAMP AT +84 AFF F2 180 (3) F96T8 PEERLESS SAME AS TYPE F1, ONLY 96" LONG - CAT. #LD6 WALL MOUNTED LIGHTING 411206 AT +84 AFF F3 270 (9) F32T8 PEERLESS SAME AS TYPE F1, ONLY 144" LONG CEILING MOUNTED LIGHTING F4 30 (2) 13WDTTCF LITHONIA CIRCLINE FLOURESCENT DRUM FIXTURE, 11" CEILING MOUNTED DIA. LOW PROFILE Al 130 (1) 100W A19 BROAN FAN -LIGHT COMBINATION, 30W FAN 50 CFM - CAT #5E833 X1 20 (2) F6 LED LITHOMA EXIT LIGHT SIGN, RED ON WHITE WITH 90 MINUTE BATTERY X2 15 (S) 6W LITHONIA EMERGENCY LIGHT UNIT, 2 HEAD 90 MINUTE KRYPTON BATTERY SUPPLY HP -8,10 UNITS, 2 REQD. LIZ-A36, 208V, 1 PH i POWER PLAN B Scale: 1/4" =1' -0" E -1 1 t I I E i I I i I I � I LU I cC \LAGER ,f 11 11 ". c7 W � n 1 LLI BATTERY BANK w BELOW ON FLACK 6' � DS3 i ABOVE FIL DO o IDS2 I DS1 a 16 o(D ACHOMET' RS �_ o ro 0? G Y TA , ME � �� m � SE SOBS E;I LU CZ d. J i�- WATER WHEEL _ _ _ U M ?I O ;2- C a O I '/ I II /• iI �� - --- - - - - -_ _ -- I I - --MILL HOUSE- - -4- -_ it < ; -- — ELECTRICAL PLAN !W WATER WHEEL POWER SYSTEM Z O LEGEND 0 :5 c LIGHT FIXTURE E EMERGENCY LIGHT FIXTURE I o 0 Ca DUPLEX RECEPTACLE LIGHT FIXTURE ® LIGHTED EXIT SIGN < I a tZ FLUORESCENT TUBE FIXTURE \ \ PERMANENT MAGNET ALTERNATOR (PMA) FUSED DISCONNECT _T BATTERY s i �2 o COMMUNICATIONS JUNCTION BOX C ELECTRIC JUNCTION BOX — — — — _ — ?� I Cr ® SECURITY PANEL (SP) i i (D _j I OF EXHAUST FAN EXIST.METER I M I m p U o PANEL 3 I` ° 00 m ro '50 a) -....o a-- DISCONNECT OR BREAKER 'MP -5A' I ( ° Q o "- " 10 ® DISCONNECT SWITCH (DS) I } I W I I U) 120/208 VOLT 4 WIRE 3 Q PHASE 400 AMP BUS I = (EXISTING) I I J J I 120OA/3P BID ALT: PV ARRAY I (EXISTING L-- - - - - -J W w L.L 0 443/0 CONDUCTORS AND Y 1- #GND IN 2" CONDUIT Cc 7' cc � � Q ERNATOR- COMBINER(S) z DC 2 #4 CU, THWN (EACH) I — — — -- — — — m Q J -- ,MP OUTPUT OUTBACK CAT, #1 =P1 -4 2 #8CU, THWN I LL W A° INVERTER /CHARGER I ) 200A/3P O z U 151i GRID INTERACTIVE f1 f1 / 512) _ 1_ 4000W, 48V DC INPUT DS_ I �- y SC -120) r60A /2P� 120V AC OUTPUT �50A 1P I 50A 1P ~ Y LL1 U G I r-. I N I �1_ I U W . I L_ _ _ J Cc LIu 2 #4 CU, L - -J i U THWN "DS2" r ! -1 r —I �S I --I (EACH) 175A/2P ) i 1175A/2P I -J 2 #2/0 CU, L — —` J I_ — — J THWN 2 #2/0 CU, __j r_ __ THWN I T I I I T f l L-- - - - - -- ,L.,� ♦� I - T I I f( HOUSE PANEL T _ I I T f I "HP" ♦�; � '� I T I I T I (BLDG. LOADS) BASE BID BID ALT. �ESS /p�,,,_ BAT": L SEALED MAINT. FREE, DEEP CYCLE �x gyp.. BATTERIES - 100 APM -HOUR, 48V DC IN (0 VENTED BATTERY ENCLOSURE, (1 -4EA 12V IN SERIES BASE BID, OR ADD 14EA 12V IN BNDITIONING COIL SERIES AND IN PARALLEL WITH 1ST SERIES NO.E8339 ,2 REQD. EACH FLOOR FOR BID ALT.) TROJAN CAT. #30H UNITS �c IBISHI PKA, MATCH Renew on 9/23/1 S3 _ESS CONTROL `�y�, �ZFCTRIGP�' �� �• OF CAL�FO� `� `1 r4 4} ELECTRICAL LOCATED WITHIN WATERWHEEL POWER ROOM: 1. DIRECT CURRENT CABLE TO BE RACKED AND SUPPORTED SHEET NO. OFF OF WALL 2. ALTERNATING CURRENT WIRING TO BE CONTAINED IN �ri SURFACE MOUNT RIGID CONDUIT OF SINGLE LINE DIAGRAM 27 OF 27 2ND FLOOR (BELOW) ` "` TO 2ND 1 FLOOR i i 1 )USE PANEL "HP" If 1j J -BOX IIGERANT PIPING AS REQD. UNITS, 2 REQD. LIZ-A36, 208V, 1 PH i POWER PLAN B Scale: 1/4" =1' -0" E -1 1 t I I E i I I i I I � I LU I cC \LAGER ,f 11 11 ". c7 W � n 1 LLI BATTERY BANK w BELOW ON FLACK 6' � DS3 i ABOVE FIL DO o IDS2 I DS1 a 16 o(D ACHOMET' RS �_ o ro 0? G Y TA , ME � �� m � SE SOBS E;I LU CZ d. J i�- WATER WHEEL _ _ _ U M ?I O ;2- C a O I '/ I II /• iI �� - --- - - - - -_ _ -- I I - --MILL HOUSE- - -4- -_ it < ; -- — ELECTRICAL PLAN !W WATER WHEEL POWER SYSTEM Z O LEGEND 0 :5 c LIGHT FIXTURE E EMERGENCY LIGHT FIXTURE I o 0 Ca DUPLEX RECEPTACLE LIGHT FIXTURE ® LIGHTED EXIT SIGN < I a tZ FLUORESCENT TUBE FIXTURE \ \ PERMANENT MAGNET ALTERNATOR (PMA) FUSED DISCONNECT _T BATTERY s i �2 o COMMUNICATIONS JUNCTION BOX C ELECTRIC JUNCTION BOX — — — — _ — ?� I Cr ® SECURITY PANEL (SP) i i (D _j I OF EXHAUST FAN EXIST.METER I M I m p U o PANEL 3 I` ° 00 m ro '50 a) -....o a-- DISCONNECT OR BREAKER 'MP -5A' I ( ° Q o "- " 10 ® DISCONNECT SWITCH (DS) I } I W I I U) 120/208 VOLT 4 WIRE 3 Q PHASE 400 AMP BUS I = (EXISTING) I I J J I 120OA/3P BID ALT: PV ARRAY I (EXISTING L-- - - - - -J W w L.L 0 443/0 CONDUCTORS AND Y 1- #GND IN 2" CONDUIT Cc 7' cc � � Q ERNATOR- COMBINER(S) z DC 2 #4 CU, THWN (EACH) I — — — -- — — — m Q J -- ,MP OUTPUT OUTBACK CAT, #1 =P1 -4 2 #8CU, THWN I LL W A° INVERTER /CHARGER I ) 200A/3P O z U 151i GRID INTERACTIVE f1 f1 / 512) _ 1_ 4000W, 48V DC INPUT DS_ I �- y SC -120) r60A /2P� 120V AC OUTPUT �50A 1P I 50A 1P ~ Y LL1 U G I r-. I N I �1_ I U W . I L_ _ _ J Cc LIu 2 #4 CU, L - -J i U THWN "DS2" r ! -1 r —I �S I --I (EACH) 175A/2P ) i 1175A/2P I -J 2 #2/0 CU, L — —` J I_ — — J THWN 2 #2/0 CU, __j r_ __ THWN I T I I I T f l L-- - - - - -- ,L.,� ♦� I - T I I f( HOUSE PANEL T _ I I T f I "HP" ♦�; � '� I T I I T I (BLDG. LOADS) BASE BID BID ALT. �ESS /p�,,,_ BAT": L SEALED MAINT. FREE, DEEP CYCLE �x gyp.. BATTERIES - 100 APM -HOUR, 48V DC IN (0 VENTED BATTERY ENCLOSURE, (1 -4EA 12V IN SERIES BASE BID, OR ADD 14EA 12V IN BNDITIONING COIL SERIES AND IN PARALLEL WITH 1ST SERIES NO.E8339 ,2 REQD. EACH FLOOR FOR BID ALT.) TROJAN CAT. #30H UNITS �c IBISHI PKA, MATCH Renew on 9/23/1 S3 _ESS CONTROL `�y�, �ZFCTRIGP�' �� �• OF CAL�FO� `� `1 r4 4} ELECTRICAL LOCATED WITHIN WATERWHEEL POWER ROOM: 1. DIRECT CURRENT CABLE TO BE RACKED AND SUPPORTED SHEET NO. OFF OF WALL 2. ALTERNATING CURRENT WIRING TO BE CONTAINED IN �ri SURFACE MOUNT RIGID CONDUIT OF SINGLE LINE DIAGRAM 27 OF 27 2ND FLOOR (BELOW) ` "`