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HomeMy WebLinkAbout7.3-154 Record DrawingBENCHMARK 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 8K. 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 Z' W-12: VALVE BOX DETAIL L-1 THROUGH L-5: LANDSCAPE DETAILS. SEE'SHEET LS -4 mg g p yy Ads i tx n'- rd W4 �A CITY OF BAKERSFIELD DEPARTMENT � F PUBLI W � RKS 4 to t. lam, fi T3s < --4 is•fNI Z .A QFd r. all --5 W R� 7 "6. x1i Aryll 5 -fix. TOPOGRAPHY LEGEND FOUND MONUMENT AS DESCRIBED -IR EXISTING IRRIGATION LINE EXISTING POWER POLE -OH EXISTING OVERHEAD LINE EXISTING DOWN GUY E EXISTING' ELECTRICAL LINE rE-1 EXISTING ELECTRICAL VAULT EXISTING SEWER LINE 0 EXISTING ELECTRICAL PULL BOX EXISTING STORM DRAIN LINE O EXISTING ELECTRICAL METER —w EXISTING WATER LINE EXISTING GAS LINE .e.. EXISTING TRAFFIC SIGN zzL I-Zl— EXISTING EDGE OF PAVEMENT x —X EXISTING CHAIN LINK FENCE EXISTING STREET -NAME SIGNUP 0 . .. EXISTING WROUGHT IRON FENCE EXISTING WATER VALVE FLOWLINE EXISTING CURB A I ND GUTTER EXISTING WATER METER EXISTING PROPERTY LINE EXISTING HOSE BIB EXISTING ROAD CENTERLINE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT* EXISTING TRAFFIC SIGNAL CONTROLLER O EXISTING STORM DRAIN MANHOLE EXISTING BOLLARD nG EXISTING GAS SERVICE EXISTING. LIGHT STANDARD EXISTING DRINKING FOUNTAIN EXISTING MAST ARM TRAFFIC SIGNAL EXISTING STREET LIGHT'` � L -j (DEXISTING TREE, DECIDUOUS, TRAFFIC SIGNAL EVERGREEN, PALM, SHRUB STREET LIGHT PEDESTRIAN HEAD EXISTING TRASH RECEPTACLE SECTION DESIGNATION: DETAIL Di SIGNATION: SECTION LETTER DETAIL LETTER NUMBER CITY STANDARD DESIGNATION 2 CO SHEET WHERE SECTION IS SHOWN SHEET WHERE INDICATES REFERENCED CITY DETAIL IS SHOWN OF BAKERSFIELD STANDARD yv 1 x. NgR -M.ii xri # ak Yj s. 4%4xa sy A. F. -`,7717 FTS k 4 E 'e,K", r. 0 "Ji 121 Al Y. 1. j SACRAMENTO SAN FRANCISCO CITY OF BAKERSFIELD FRESNO • LOS ANGELES • SAN DIEGO STATE OF CALIFORNIA !A • ;4t*- 178 f 98 30ECT LOC TION UIL T-7 em i�e If MILL F OUSE ............ f1W, T 4 V • �v h hdi c, gFDIC p f, 7 r R r. CALIFORNIA AvE,O Tp. wh 44* KEY MAP. 1"=200' DRAWING 11DEX - --------- . ..... DRAWING NO. SHEET NO. t PROJECT ELEMENT i DRAWING TITLE T-1 TITLE TITLE 3HEET 2 SPA I SITE PLAN DEMOLITION PLAN, SITE PLAN & SECTION - -------- - ..... ..... ....... ....... . 3 GRADING PLAN GRADI'4G PLAN 4 MHA f MILL HOUSETN & FLOOR PLANS _�66�CAIO 1-- - - ------- --,_....... I ------- S MH -2 MILL HOUSE EXTERIOR ELEVATIONS O� ............. - --- ---- 6 1 MH -3 MILL HOUSE FRAMING PLANS 7 MH -4 MILL HOUSE BUILIJI 4G SECTIONS 8 MH -5 MILL HOUSE RAILIN 'DETAILS ------------- 9 MH -6 MILL HOUSE DOOR & WINDOW SCHEDULES & DETAILS 10 MH -7 MILL HOUSE I SEWER& UTILITY PLAN 11 MH -8 MILL HOUSE INTERI R ELEVATIONS 12 I MH -9 MILL HOUSE RESTROOM & KITCHEN DETAILS 13 MH -10 MILL HOUSE STAIR' INISH DETAILS _____.__._____._....._-___r._,-.,.-------------- - 14 DT -1 DETAILS PARK])ETAILS 15 DT -2 DETAILS MISCELLANEOUS DETAILS 16 DT -3 DETAILS FENCt; DETAILS 17 WW -11 WATERWHEEL PLAN- ROFILE SLUICE & WATERWHEEL 18 WW -2 WATERWHEEL SLUI =WAY DETAILS . ...... . .. 19 WW -3 WATERWHEEL WATE WHEEL DETAILS .. .. ... .... 20 WW -4 WATERWHEEL I RADI GATE & OPERATOR DETAILS . ..... .... ... 21 WW -5 WATERWHEEL META DETAILS 22 WW -6 WATERWHEEL GATE3EAL & WATERWHEEL GEARING DETAILS 2.3 F LS -1 LANDSCAPING LANDSCAPE & IRRIGATION PLANS LANDSCAPING 24 F LS -2 PLAN I ING & IRRIGATION SCHEDULES LS -3 LANDSCAPING LANDSCAPE & IRRIGATION CITY STANDARDS 26 .. ......... ------- --- 26 LANDSCAPING LL�AND CAPE & IRRIGATION CITY SPECIFICATIONS t 27 i E-1 ELECTRICAL WATEI I WHEEL POWER SYSTEM & ELECTRICAL LOCATION IUIN IWAH R. NOT TO SCALE NOTE: Y IS G VALID LICE I THE CONTRACTOR MUST POSSES THE FOLLOWIN NSES- CLASS A ORCLASS B'."' NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVI ","'E 1-800-642-2444,48 HOURS PRIOR TO EXCAVATION. ■ z THE 2010 CALIFORNIA BUILDING CODE APPLIES TO THIS PROD I ---CT, 5 1 U I LT .1 . . . . . . . . . . . APPROVED BY: cc A� RAUL ROJAS DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED: 0 FESS D V. DONNA KUNZDATE SUBMITTED BY: No. 28104 Mill DIRECTOR, ECONOM11C & COMMUNITY DEVELOP N ENT DEPT. Exp. 3-31 CIVI F C akerseCd D 7— —DATE 4 Life, as it should be, DIRECTOR, RECREATION & PARKS DEPARTMENT I 6-9,5-1a cc RICHARD MEYER, R.C.E. 28104 DATE B UNbERWOOD 15ATE ASSISTANT PUBLIC WORKS DIRECTOR L File Name: COB1 0006TS1. DWG f7, �3 1 ARNOLD RAMMING ---.j I DATE CITY PROJECT NO."POK01 6 RECORD DRAWING CERTIFICATION CIVIL ENGINEER IV, DESIGN ENGINEERING CI11/1eyer CONSTRUCTION PLANS :3 ,ECivil Engineering, Inc. CITY OF BAKERSFIELD MILL CREEK LINEAR PARK UJI A-A.A.AA.&A i wi 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 MILLL HOUSE 1 27 w g PRINT DA 6/27/12 -7\ \.\ xx% SACRAMENTO SAN FRANCISCO CITY OF BAKERSFIELD FRESNO • LOS ANGELES • SAN DIEGO STATE OF CALIFORNIA !A • ;4t*- 178 f 98 30ECT LOC TION UIL T-7 em i�e If MILL F OUSE ............ f1W, T 4 V • �v h hdi c, gFDIC p f, 7 r R r. CALIFORNIA AvE,O Tp. wh 44* KEY MAP. 1"=200' DRAWING 11DEX - --------- . ..... DRAWING NO. SHEET NO. t PROJECT ELEMENT i DRAWING TITLE T-1 TITLE TITLE 3HEET 2 SPA I SITE PLAN DEMOLITION PLAN, SITE PLAN & SECTION - -------- - ..... ..... ....... ....... . 3 GRADING PLAN GRADI'4G PLAN 4 MHA f MILL HOUSETN & FLOOR PLANS _�66�CAIO 1-- - - ------- --,_....... I ------- S MH -2 MILL HOUSE EXTERIOR ELEVATIONS O� ............. - --- ---- 6 1 MH -3 MILL HOUSE FRAMING PLANS 7 MH -4 MILL HOUSE BUILIJI 4G SECTIONS 8 MH -5 MILL HOUSE RAILIN 'DETAILS ------------- 9 MH -6 MILL HOUSE DOOR & WINDOW SCHEDULES & DETAILS 10 MH -7 MILL HOUSE I SEWER& UTILITY PLAN 11 MH -8 MILL HOUSE INTERI R ELEVATIONS 12 I MH -9 MILL HOUSE RESTROOM & KITCHEN DETAILS 13 MH -10 MILL HOUSE STAIR' INISH DETAILS _____.__._____._....._-___r._,-.,.-------------- - 14 DT -1 DETAILS PARK])ETAILS 15 DT -2 DETAILS MISCELLANEOUS DETAILS 16 DT -3 DETAILS FENCt; DETAILS 17 WW -11 WATERWHEEL PLAN- ROFILE SLUICE & WATERWHEEL 18 WW -2 WATERWHEEL SLUI =WAY DETAILS . ...... . .. 19 WW -3 WATERWHEEL WATE WHEEL DETAILS .. .. ... .... 20 WW -4 WATERWHEEL I RADI GATE & OPERATOR DETAILS . ..... .... ... 21 WW -5 WATERWHEEL META DETAILS 22 WW -6 WATERWHEEL GATE3EAL & WATERWHEEL GEARING DETAILS 2.3 F LS -1 LANDSCAPING LANDSCAPE & IRRIGATION PLANS LANDSCAPING 24 F LS -2 PLAN I ING & IRRIGATION SCHEDULES LS -3 LANDSCAPING LANDSCAPE & IRRIGATION CITY STANDARDS 26 .. ......... ------- --- 26 LANDSCAPING LL�AND CAPE & IRRIGATION CITY SPECIFICATIONS t 27 i E-1 ELECTRICAL WATEI I WHEEL POWER SYSTEM & ELECTRICAL LOCATION IUIN IWAH R. NOT TO SCALE NOTE: Y IS G VALID LICE I THE CONTRACTOR MUST POSSES THE FOLLOWIN NSES- CLASS A ORCLASS B'."' NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVI ","'E 1-800-642-2444,48 HOURS PRIOR TO EXCAVATION. ■ z THE 2010 CALIFORNIA BUILDING CODE APPLIES TO THIS PROD I ---CT, 5 1 U I LT .1 . . . . . . . . . . . APPROVED BY: cc A� RAUL ROJAS DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED: 0 FESS D V. DONNA KUNZDATE SUBMITTED BY: No. 28104 Mill DIRECTOR, ECONOM11C & COMMUNITY DEVELOP N ENT DEPT. Exp. 3-31 CIVI F C akerseCd D 7— —DATE 4 Life, as it should be, DIRECTOR, RECREATION & PARKS DEPARTMENT I 6-9,5-1a cc RICHARD MEYER, R.C.E. 28104 DATE B UNbERWOOD 15ATE ASSISTANT PUBLIC WORKS DIRECTOR L File Name: COB1 0006TS1. DWG f7, �3 1 ARNOLD RAMMING ---.j I DATE CITY PROJECT NO."POK01 6 RECORD DRAWING CERTIFICATION CIVIL ENGINEER IV, DESIGN ENGINEERING CI11/1eyer CONSTRUCTION PLANS :3 ,ECivil Engineering, Inc. CITY OF BAKERSFIELD MILL CREEK LINEAR PARK UJI A-A.A.AA.&A i wi 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 MILLL HOUSE 1 27 w g PRINT DA 6/27/12 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWINGOR DETAIL INSTALL PARK BENCH Di CONSTRUCT SIDEWALK, PLAIN, COLORED WITH MEDIUM BROOM WITH 5' SQUARE DIAGONAL "V" GROOVES ON 45°, DAVIS COLORS "HARVEST GOLD" #5084 -pA1 -t �E y SHE Q Q CONSTRUCT SIDEWALK WITH FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWC UTS ON 450 DAVIS n COLORS PA LAMINOn #5447 WITH "PEBBLE" #641 MIX E p -� E3 - INSTALL REMOVABLE BOLLARDS C DT -1 27 REVISE CANAL RAILING AND PILASTERS SHEET MHA INSTALL PILASTERS & HANDRAILS & RETROFIT AND CONSTRUCT WROUGHT IRON FENCING SHEETS DT -3 CONSTRUCT E {TENS WITH- IRRIGATION GAT ON SHEETS L S 1 TO LS -4 CONSTRUCT U MASONRY WALLS SHEETS DT -2 CONSTRUCT SEWER ITEMS SHEET MH -7 CONSTRUCT STORM. DRAIN ITEMS SHEETS GP -1, DT -2 p d +; � a d B 8 C Q ffi a � © d oGP-1, ®m m �. AD JUST EXISTING S NG CLEAN OUTS AND MA NHOLES TO GRADE COB STDS - D1 8 MH -7 C Js f 8890106'E 116.35' 'PROPERTY E J 60 /r i� I J, �v 1 / I 1x y- / j'". \ —D Z MILL HOUSE SEE SHEETS MH -1 TO MH -10 T — —N i / Civ l f/ 5. 5 'i. rr. '��!.itr=,Yci,,,i'Y.air a-i"�'r`,'•<t`1-t1,\:,.,,=,�•ra`�?''(�i,-%,e:.} fL t Vi- ivAjt: a t�t , AA A)v\ �• r . t.. C. ,. 4 t + / ( Y 1 r t� / t`1YH Y aCv / �. -- -- .— _ -- -- -- .r- — -- .� —_.. S. Th V'A EXISTIC�IG FENCE .� I , � TO REMAIN f l I 5 EX STSIDA 'W LK i i ✓ .�'J -/ - Via..,., ,, ...�.w�'"; ... _,.» .. .,- „- G' 4— t 10 5 2.5 0 10 20 Ix W 12 w G - V !TENS OF DEMOLITION 5 Item No. Item Description i 10 ; �� f 4_A . 1� LIMIT OF DEMOLITION, SAWCUT ALL HARD SURFACES A/ PROTECT TAILRACE STUB , r a r i 17TH STREET PROTECT LANDSCAPING, LIGHT SC LG T — — Al" � —= ''- -= — = E fn — — — —=— — — — — — TRAS-- ?r r 7 / " I ; 3 RECEPTACLES, WALL & FENCING, REMOVE AND REP CE V I a • LANDSCAPING AND IRRIGATION AS REQ D. 6 PROTECT STUBOUTS & DRAINS l 7' u.! REMOVE LANDSCAPING -STORE &PREERV 2 PRESERVE TREES Jn o REMOVE CONCRETE PAVING o ? _+,� REMOVE PARK BENCHES & STORE FOR REUSE 4 6 Vii•$ 3 (?, REMOVE FENCE/RAILING &STORE FOR REUSE n , r' _ 'd o 9 REMOVE BOULDERS & COBBLES CANAL RAILING REMOVAL, SEE MILL HOUSE PLAN FO DETAIL, 11 10 SALVAGE PANELS TO CITY ` REMOVE 1FT. WIDE STRIP OF LANDSCAPING —T r TV PROTECT STAIRS & RAILING Os•'_ ' £a ia 9 x EXIST. SIDEWALK E >.. 3 PROTECT CATCH BASIN & DRAIN LINE ROUTE IRRIGATION AS ; EEDED F REMOVE LANDSCAPING & RE PROTECT_ INSTALLATION OF CATCH BASIN & APRON, REE AND ALL OTHER LANDSCAPING & IRRIGATION 14 3 3 EXISTING R/W DEMOLITION - MILL PLAZAA Scale: V=10'-011 SP -1 I I 4.1:/ i 9 '1 i i . h. i �s vl v O r: t -71 tL ate, n r� 76 nU~ CZ! 3/t, } a' C ! v k CIF: -•;' ; _.! ., 3 a:: BENCH TYP. SLUT �'<'��.r,��;.�• � � ��f t '"i � �.,� ► i C Y AND .,Y, << �.:> ':"::,: .,� � ��; - � DT -1 W ERW EL SEE ULFA A ' w i T L 17TH STREET CANAL RAILI �':':.., r.' /',•: ' %; , REMOVAL LI - ' } E SHEET i - V-! } 1 ;a` , r- ; :;•.:+r7 LANDSCAPE TYP, i BOLLARDS AN FENCE �% o• 1 t REC NST s O RUCTION NP a�- i fIrF MASONRY WALL,TYP. ! •r: r - DTF `f-� / r a, .k EM OVABLE BOLLARDS S i i r f , Q t I r � SEEDETAIL rC tv TV 'i t'( .t_ �j Y• { a"ti t�'S 1 1 `-i h, t+. } i' Y• i _ v ; ,t w. 3 I 5w 199.09' " PROPERTY-- 1 ,:;,\.,, (- LINE B CURB & HANDRAIL, ` i r YP'E 13 Y+j�x'45 LANDSCAPE, TYP. ' DRAIN BASINDT1 BENCH L-1 SITE PLAN - MILL PLAZA rB Scale: V-101-0' UP- 11 4 CONSTRUCT MILL HOUSE, SEE SHEET MH -1 CONSTRUCT SLUICEWAY SEE SHEET WW -11 EXISTING CANAL PERIMETER WALL EXISTING CANAL ;y i f C CONSTRUCT LANDSCAPING, SEE SHEET LS --1 INSTALL PRECAST DECORATIVE BOLLARD WITH RAILING SEE SHEET DT -3 MASONRY': WALL EXISTING SIDEWALK PARK BENCH ' ! EXISTING CURB ELEV. 401.32 '& GUTTER. I / EXISTIN(3` CATCH BASIN :k DRAIN I SECTi0 ��N - MILL PLAZA C Scale. 1"=101-oll SP -1 i N U Cr T Crm U rn� M r' M � U m v °D X LL ujCU N � u) U "" A c � o � C) O 0 T i 0 - CO) O i I I i i C (D t g I I i — C aE i O 1 i .Q i O 1 •c 1 ! a� i i � o j� f i �t 1 v I r I ,Q i i I f i I I is 1 � i r N 1 t i• ! f k o ! Rs ! a 0 1 O z a m Cl) 0 U. g o C? ti m�m�C a �� �O u_OU p CL 0 Q U z _.! 06 W Lux U a- -J 0 W Ir z W 0 F_ J m O 0 2 W 0 U �a a lqr U u's a.r y SHE T NO. Q3 E3 F 2 CIF 27 LEGEND CD - P�APROPOSED FINISHED GRADE I 'BBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN C/L = 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 AK SAWCUT ALL EDGES. ADE AND CONSTRUCT CONC TE PAVING TO MATCH EW AND 0 PAVEMENT EDG AND SLID '7 /,---PROPER�Y LINE `7 o ADJUST EXIST. < CLEANOUT GRADE ;;%=EXIST. BMPI MA HOLE X 'X5' LANDING LOPE NOT MORE THAN 17.) X" MILL HOUSE If F ELEV. 401.50 _ :, �=` / V. 4010 ��D ELEV. 11.boo <1 4 .... .. .... LLII % eiA\4 5X5' LANDING (SLOPE k, NOT MORE THAN 17.) /uj cef its V, L/A 10 1 . C U/ H os IrUASiN Tv 9en SAWCUT ALL EDGES. GRADE AND CONSTRUCT ----� x N.. CONCRETE PAVING TO MATCH NEW AND OLD -4% 7\7 PAVEMENT EDGES AND SLOPES n 1"1401 --: P, X/ JT _PROPERTYFINE c. -� TREET R/W ST. ELEC. 'I BOX 17TFI,'STREET 4 E TV 4� < STREET R/W EXISTING RETAINING WALL GRADING PLAN - MILL HOUS A -1 Scale: 1"=10' GF h It w 0 cc 6 _0 a 0 0 CQ 6 h It w 0 cc 6 _0 a 0 GRAD NG NOTES J 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND 01--iER AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, 17. ALL'USED OIL AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) V PERTAINING THERETO, CALIFORNIA BUILDING CODE 2010 EDITION, CHAPTER 15.12.080 APPENDIX J - OBJECTS WHICH ARE TO REMAIN. WITH THE FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. SHALL BE DISPOS'-**D OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS "EXCAVATION AND GRADING." FOLLOWING CON' ,"ULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES u 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION PREVENT 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, DEPARTMENT/HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH P-11 2. SOILS ENGINEER, DESIGN ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR TO THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED WIT THE SAN ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, SERVICES, AND TI• IE ENVIRONMENTAL PROTECTION AGENCY. ALL USED OIL AND OTHER WASTES r—of PLACING OF ANY MATERIAL. JOAQUIN AIR POLLUTION CONTROL DISTRICT. ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST SHALL BE TRANSF ORTED BY A REGISTERED WASTE HAULER. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTSPRIOR TO RESUMPTION OF SITE . 18. AN OPEN STRE ET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS BAKERSFIELD ORDINANCES. DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE DEPARTMENT'FOF: ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO UNLESS SECURE[ BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S - 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO 0.05 AND +0,00 ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. WORK SHALL ESTIMATE FOR TH,:: WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED FOOT. IF THE SUBGRADE SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BA CKFILLING. NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, SHALL BE PROVID "D PRIOR TO ISSUANCE OF A BUILDING PERMIT. COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. THIS GRADING AT NO COST TO THE OWNER. 12. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GIRADING 19. I IF THE PROJEC -r is SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO THEY MIGHT BE TREATED DIRECTION, TNDER HIS 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 ELIMINATION SYSI EM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY PQ PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO ORDER NO. 92-08- DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART RESUMPTION OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF SACRAMENTO BEI :ORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE 001-- THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DA ED THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE SEPTEMBER 17, 2008, FILE NO. 08-12642. ALL RECOMMENDATIONS AND SPECIFICATIONS 1) kRE THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE PREPARED, CONTzIqUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION SHEE'NO. 6. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD PLANS AND PROVIDED WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERW SE NOTED AMERICAN REMAINS OR RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE DURING NORMAL"NAONSTRUCTION HOURS. 10 5 2.5 0 10 20 SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED MAY 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF ON THESE PLANS. 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 CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TH PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND PLANNING DIRECTOR. C3 SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT �F DUST . 3 5 0 30 28 77 i., Sm G: 14'-44» T 6'-98" e 13'-31$ r 1 NCY>_ (l1 1— I� I j❑ j 1 17Y-4=) L____J �, tERCLIGHTIRON II 8'-8» 4'-9" 3'-11" M� E� DETAIL rg L� ri 7M t " I 1 } '7T i N „ ! DECORATIVE WROUGHT fo i 12 ! 12 IRON GATE 2" OFFSET » I SEE DETAIL (� - ---- ---.-- AT BUILDING 1 -6 DEEP i H-1 (DI PERIMETERA Ln �� H I 17" TYP. FOOTING LINE { 607 S.F. 1 D I SHEARWALLS AND I,r ELEV. 401'.50 NO �' ANCHORAGES ) r 1 I g C:1 SEE DETAIL F j H- _ .J _ „ i F.F. ELEV. 401.50 N J H- -- )- --. - - - - - - - - - - - - - - - ----- - _ - - H- 12 I r- I � r }1 -8 DEEP, H- 0 2 �, ; .2'-0". REMOVE CANAL 2-6 " RAILING PANELS - - - - &FENCE POSTS. - - -r- ---- _ - SALVAGE TO CITY N 1 __1 1 DESIGNATED SITE I- I------- ---- CN --- 2„li 2' 12'-0” o STOREFRONT WALL I ; i HOUSING FOR F - 4" SLAB W 3 " 2'-0" DEEP I �'._._ �, WHEEL MECHANISM -� ��-,-�,.__._.._.__._.__ � � RAILING „ / # �� , SEE ELEVATION j �________ ,% - ; I , H- 12 EA. WAY ---------- - E D 9 -g ,- - �- I OVER MEMBRANE ---__-- ___ _ _ OVER 2" SAND _�_ - . QQ " j o i-9'-0" �' �)I_..._.____._� -: ----- 18 R,. ©65$ 4 _0 I f - /» _ I - z U P 16 T. ®11 \ s 1 LEI �---,I - '10 1 IQ0 UNISEX -------------------------- ---- -- Le -----"— -- " I/ TOILET _._. 11-411 1 1 1 1 I 1 i ! , " � I I J��;� ; � � 1 9 -3 1 `n� U8� �� ,% 1 �1 TRASH/ 0 " ' DOWEL UP o r'l' {__._.__-__._ ___ ..I MECHANICAL--- Co Co 5/8" X 10" ; ; REBAR FOR i } -PLANTER- ( ,� _...__-..__..--_.__--.1 I ENCLOSURE � ANCHORS AT; ; BLOCK WALL 1 r � CENTERS LIJ _ 2" L ---- ------------------------r , I I I �----------------------------------- -1 / 6'-8" 13'-2" 5'-6" m = MASONRY WALL 25'-4" WROUGHT IRON 6'-6" 13'-2" 5'-4" FENCE SEE DETAIL o I 25-0» T-3 � FOUNDATION PLAN FLOOR PLAN - GROUND, LEVEL B -� -Sip--1- NOTE: SEE EE FOR HOLDOWNS OTE: CONTINUOUS WALL SHEATING IS REQUIRED OVER NTIRE FRAME: 3/8 CDX PLYWOOD WITH EDGES BLOCKED AN WITH 8d COMMON NAILING AT 6" O.C. FOR EDGES AND 12" 0.t FOR PANEL FIELD. 2x6 STUD WALL r fy VENEER , , 1"X10" ANCHOR BOLT CONTINUOUS WALL QTH NUT & WASHER SHEETING SEE r= Q 5'- 0 O.C. MAX. NOTE AB6VE r � 2x6 SILL PLATE TOOLED EDGE4" CONCRETE SLAB SACK FINISH ON WITH 3 EACH @ 12 " °1 WAY 16VER MEMBRANE REVEALED FOOTING ��_ OVER 2 SAND EXPANSION JOINT' SEE DETAIL F ELEV. 401.50 7'7777 t� 4„ 2» VARIES 2} #4 REBAR 1'-5» DETAIL- BUILDING FOOTING ir�E Scale: 3/4" =1'-0" * =DBL STUD ABOVE &BELOW WITH SIMPSON MST37 STRAP WITH �22 — 16d TOTAL �/%7 ( Scale: 1 /4" =1'-0" (V) H I\ d- SEALED EXPANSION SEALED EXPANSION JOINT JOINT SEE DETAIL E SEE DETAIL V) T_� SLOPE SIDEWALK T-1 Cr_ BUILDING AWAY OM ELEV. 401.45 ELEV. 401.45 1._..-04% 1.04% 2% 4„ ; w 4„ 8" 8" DETAIL - FOOTING F DETAIL'- FOOTING G Scale: 3/4" =1'-0"MH-1 Scale: 3/4" =1'-0" H-1 7 11 ;3 i i I i WATERWHEEL L_L — —1N rn i r- �oo ^'Mq 17' . " 8'-6» I, EXIT PATH IS 70.04 FEET m DOOR LABEL w Scal 1): 1/4" =1'-0" 00 Sm G: 14'-44» T 6'-98" e 13'-31$ r 1 NCY>_ (l1 1— I� I j❑ j 1 17Y-4=) L____J �, tERCLIGHTIRON II 8'-8» 4'-9" 3'-11" M� E� DETAIL rg L� ri 7M t " I 1 } '7T i N „ ! DECORATIVE WROUGHT fo i 12 ! 12 IRON GATE 2" OFFSET » I SEE DETAIL (� - ---- ---.-- AT BUILDING 1 -6 DEEP i H-1 (DI PERIMETERA Ln �� H I 17" TYP. FOOTING LINE { 607 S.F. 1 D I SHEARWALLS AND I,r ELEV. 401'.50 NO �' ANCHORAGES ) r 1 I g C:1 SEE DETAIL F j H- _ .J _ „ i F.F. ELEV. 401.50 N J H- -- )- --. - - - - - - - - - - - - - - - ----- - _ - - H- 12 I r- I � r }1 -8 DEEP, H- 0 2 �, ; .2'-0". REMOVE CANAL 2-6 " RAILING PANELS - - - - &FENCE POSTS. - - -r- ---- _ - SALVAGE TO CITY N 1 __1 1 DESIGNATED SITE I- I------- ---- CN --- 2„li 2' 12'-0” o STOREFRONT WALL I ; i HOUSING FOR F - 4" SLAB W 3 " 2'-0" DEEP I �'._._ �, WHEEL MECHANISM -� ��-,-�,.__._.._.__._.__ � � RAILING „ / # �� , SEE ELEVATION j �________ ,% - ; I , H- 12 EA. WAY ---------- - E D 9 -g ,- - �- I OVER MEMBRANE ---__-- ___ _ _ OVER 2" SAND _�_ - . QQ " j o i-9'-0" �' �)I_..._.____._� -: ----- 18 R,. ©65$ 4 _0 I f - /» _ I - z U P 16 T. ®11 \ s 1 LEI �---,I - '10 1 IQ0 UNISEX -------------------------- ---- -- Le -----"— -- " I/ TOILET _._. 11-411 1 1 1 1 I 1 i ! , " � I I J��;� ; � � 1 9 -3 1 `n� U8� �� ,% 1 �1 TRASH/ 0 " ' DOWEL UP o r'l' {__._.__-__._ ___ ..I MECHANICAL--- Co Co 5/8" X 10" ; ; REBAR FOR i } -PLANTER- ( ,� _...__-..__..--_.__--.1 I ENCLOSURE � ANCHORS AT; ; BLOCK WALL 1 r � CENTERS LIJ _ 2" L ---- ------------------------r , I I I �----------------------------------- -1 / 6'-8" 13'-2" 5'-6" m = MASONRY WALL 25'-4" WROUGHT IRON 6'-6" 13'-2" 5'-4" FENCE SEE DETAIL o I 25-0» T-3 � FOUNDATION PLAN FLOOR PLAN - GROUND, LEVEL B -� -Sip--1- NOTE: SEE EE FOR HOLDOWNS OTE: CONTINUOUS WALL SHEATING IS REQUIRED OVER NTIRE FRAME: 3/8 CDX PLYWOOD WITH EDGES BLOCKED AN WITH 8d COMMON NAILING AT 6" O.C. FOR EDGES AND 12" 0.t FOR PANEL FIELD. 2x6 STUD WALL r fy VENEER , , 1"X10" ANCHOR BOLT CONTINUOUS WALL QTH NUT & WASHER SHEETING SEE r= Q 5'- 0 O.C. MAX. NOTE AB6VE r � 2x6 SILL PLATE TOOLED EDGE4" CONCRETE SLAB SACK FINISH ON WITH 3 EACH @ 12 " °1 WAY 16VER MEMBRANE REVEALED FOOTING ��_ OVER 2 SAND EXPANSION JOINT' SEE DETAIL F ELEV. 401.50 7'7777 t� 4„ 2» VARIES 2} #4 REBAR 1'-5» DETAIL- BUILDING FOOTING ir�E Scale: 3/4" =1'-0" * =DBL STUD ABOVE &BELOW WITH SIMPSON MST37 STRAP WITH �22 — 16d TOTAL �/%7 ( Scale: 1 /4" =1'-0" (V) H I\ d- SEALED EXPANSION SEALED EXPANSION JOINT JOINT SEE DETAIL E SEE DETAIL V) T_� SLOPE SIDEWALK T-1 Cr_ BUILDING AWAY OM ELEV. 401.45 ELEV. 401.45 1._..-04% 1.04% 2% 4„ ; w 4„ 8" 8" DETAIL - FOOTING F DETAIL'- FOOTING G Scale: 3/4" =1'-0"MH-1 Scale: 3/4" =1'-0" H-1 7 11 ;3 i i I i WATERWHEEL L_L — —1N rn i r- �oo ^'Mq 17' . " 8'-6» I, EXIT PATH IS 70.04 FEET m \ O H_ I RAILING 0 0 1 } } 0 0 ROUGH FLOOR �A TYP 394 S.F. �f I' tEv RfilLI C cfl ; RAILING— ( 1 DOOR LABEL FLOOR C Scal 1): 1/4" =1'-0" 00 �H- MILL CREEK LINEAR PARK -• MILL HOUSE �Co 610 17TH STREET \ O H_ I RAILING 0 0 1 } } 0 0 ROUGH FLOOR �A TYP 394 S.F. �f I' tEv RfilLI C cfl ; RAILING— ( 1 SEE SHEET MH -6 FOR DOOR & WINDOW SCHEDULES r � ---- T---------------- I I 48"x30" CLEAR -- � ----- - ' FLOOR 1 / - `SPACE(AX. < ill 17' MIN. ) 3'-6" MIN. !� 12» J MAX. ENLARGED FLOOR PLAN UNISEX TOILET D Scale: 1/2" =1'-0" I—i— S't= ` r ... . . mm , Lo 12'-6' 7'—n" FLOOR PLAN DOOR LABEL FLOOR C Scal 1): 1/4" =1'-0" SEE SHEET MH -6 FOR DOOR & WINDOW SCHEDULES r � ---- T---------------- I I 48"x30" CLEAR -- � ----- - ' FLOOR 1 / - `SPACE(AX. < ill 17' MIN. ) 3'-6" MIN. !� 12» J MAX. ENLARGED FLOOR PLAN UNISEX TOILET D Scale: 1/2" =1'-0" I—i— S't= ` r ... . . mm , Lo 12'-6' 7'—n" FLOOR PLAN - SECOND FLOOR C Scal 1): 1/4" =1'-0" O CD �H- MILL CREEK LINEAR PARK -• MILL HOUSE �Co 610 17TH STREET CODE ANALYSIS CODE REFERENCE TYPE OF CONSTRUCTION: t' -A i Cu OCCUPANCY USE: M In 303.1 EXCEPTIONS: 1 BUILDING AREA: j U� ALLOWABLE ARE/:, PROPOSED 1st 1$ 000 S.F. 607 S.F. TABLE 503 2n 18,000 S.F. 394 S.F. TAi4LE-.503 � v� c 607/18000+394/18000= 0.334+0.022= 0.056<1 = OK C) Q T ALLOWABLE HEIGHT/STORIE:',: 50'/3, 29'-6"/2 PROPOSED TABLE 503 FRONTAGE: } t t i i I i I NORTH P.L.>30' 1OKXs30 = NR 1 HR. PROVIDED TABLE 602 SOUTH P.L.=20' 10sX:<30 = 1 HR. 1 HR. PROVIDED TABLE 602 EAST P.L.>30' 10KXs30 = NR 1 HR. PROVIDED TABLE 602 WEST P.L.>30' 10sX<30 = NR 1 HR. PROVIDED TABLE 602 OCCUPANT LOAD FACTOR: OCCUPANCY AREA/FACTOR LOAD M: 1001/100 G OSS "I TA L 1004.1.1 SPRINKLERED: NO i EXIT REQUIREMENTS: t REQUIRED PROVIDED _ DOORS— 1 _ 2 TABLE 1019.2, TABLE 1015.1 STAIRS 36" WIDTH 36" WIDTH 1009.1 EXCEPTION 1 PLUMBING REQUIREMENTS: SINGLE UNISEX RESTROOM TABLE 2901 V i I I } i LL � cOVIQ oa cQ a Z m 4 N a I cc l2 ° is � U) z Q 0- Q r w 0 11- rn o � LL M J LL _j z 0 5; _O Fes- I-_ U Q 0 z D 0 LL e v� k� SHEEI NO. mHo u Off 40427 r d o Co uj Ci it O CD co s~ �Co UCo op �Co Co 0% Cu In 0 U� 2o W U 0c) q r OCo � v� c C) Q T r >2 } t t i i I i I � T m ? I i ° o i I I } i LL � cOVIQ oa cQ a Z m 4 N a I cc l2 ° is � U) z Q 0- Q r w 0 11- rn o � LL M J LL _j z 0 5; _O Fes- I-_ U Q 0 z D 0 LL e v� k� SHEEI NO. mHo u Off 40427 12 '2D EXPOSED BEAM SEE DETAIL p EXPOSED RAFTER ENDS, TYP. 6" POPLAR SHIPLAP— SIDING, TYP. 2x4 POPLAR TRIM--' DECORATIVE BEAM, TYP. CULTURED — u-Noo STONE FACADE c) COLUMN WITH - CULTURED STONE FACADE F.F. ELEV. 401.50 �qffilhh' FOUNDATION REVEAL SEE DETAIL H -JJ MILL HOUSE ELEVATION - NORTH Scale: 1/4" =V-0" 12 151g 6" POPLAR SHIPLAP SIDING, TYP. WINDOW ............. FRAME -OUT_________ ....... ------- SEE DETAIL K_F_`TYP. 141 Ay cl-A f Uf -V 'll - 11 - D DI -2-J, QQ 1C CULTURED ul STONE FACADE 't, x -g-nc- > V_ x Z WROUGHT j, 'u:a PZYX IRON FENCE ca _D SEE DETAIL STANDING SEAM STEEL ROOF 1" TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS FALSE TIMBER HEADER SEE DETAIL rA_"� T5 DECORATIVE WROUGHT IRON FENCE SEE DE IL rG DECORATIVE WROUGHT S ONDEIL GEE TA CN -C) WATER WHEEL & SLUICE SEE SHEETS WW -1 TO WW -6 —CULTURED STONE VENEER, LEAVE OFF WHERE VENEER WOULD IMPEDE GATE OPERATOR EXISTING CANAL PERIMETER WALL & ROCKSHELF UND TOP GABLE LOUVER- qT (DECORATIVE), 'Wx24"H AMERICAN JVER AKID VENT MPANY (4 TOTAL) 12 sw'1A 0 1 Flo Aor I I 6" POPLAR SHIPLAP SIDING, TYP. BAY WINDOW 2x4 POPLAR TRIM- 2Y2"x24" CULTURED STONE WAINSCOT CAP, TYP. DECORATIVE OUGHT IRON FENCE SEE DETAIL - DT-3 � VENEER STONES TO REPRESENT ARCH CULTURED STONE FACADE SEE ROOF AND FRAMING PLANS SHEET MH -3 EXPOSED BEAMS SEE DETAIL r I -"",\Typ. MH -4 FALSE TIMBER HEADER, SEE DETAIL Q0 6 M' PO LAR SHIPLAP---, SIDINGTYP. COLUMN WITH CULTURED STONE FACADE `moo F."I A, F.F ELEV. 401.50 A?4 LL C05 W C/) < > W y 0 w 1 < M T- w LL 0 FOUNDATION MASONRY WALL & MECHANICAL FOR TRASH ENCLOSURE . ' REVEAL I— i f%° - k _.._____._.m._.,w__ SEE DETAIL E 27 W MILL HOUSE ELEVATION - SOUTH Scale: 1/4" = V-0" IN 6 STANDING SEAM STEEL ROOF 1" TALL SEAMS, 12" SPACING INSTALL PER MANUFACTURER'S SPECIFICATIONS FALSE TIMBER HEADER SEE DETAIL rA_"� T5 DECORATIVE WROUGHT IRON FENCE SEE DE IL rG DECORATIVE WROUGHT S ONDEIL GEE TA CN -C) WATER WHEEL & SLUICE SEE SHEETS WW -1 TO WW -6 —CULTURED STONE VENEER, LEAVE OFF WHERE VENEER WOULD IMPEDE GATE OPERATOR EXISTING CANAL PERIMETER WALL & ROCKSHELF UND TOP GABLE LOUVER- qT (DECORATIVE), 'Wx24"H AMERICAN JVER AKID VENT MPANY (4 TOTAL) 12 sw'1A 0 1 Flo Aor I I 6" POPLAR SHIPLAP SIDING, TYP. BAY WINDOW 2x4 POPLAR TRIM- 2Y2"x24" CULTURED STONE WAINSCOT CAP, TYP. DECORATIVE OUGHT IRON FENCE SEE DETAIL - DT-3 � VENEER STONES TO REPRESENT ARCH CULTURED STONE FACADE SEE ROOF AND FRAMING PLANS SHEET MH -3 EXPOSED BEAMS SEE DETAIL r I -"",\Typ. MH -4 FALSE TIMBER HEADER, SEE DETAIL Q0 6 M' PO LAR SHIPLAP---, SIDINGTYP. COLUMN WITH CULTURED STONE FACADE `moo F."I - I i 00 MILL HOUSE ELEVATION - EAST Scale: 1/4" =11-011 F F. ELEV. 401.50 I N" A, Jj A CULTURED -'TOP OF EXIST. CANAL C) STONE FACADE WALL ELEV. 401.00 PLACE CULTURED STONE -1 VENEER ON WHEEL PYLON* 0_1 SEE DETAIL MILL HOUSE ELEVATION - WEST rE Scale: 1/4" = V-0" CD 12 Cn 9 CN —FALSE TIMBER HEADERS SEE DETAIL MH - 2)/2"x24" CULTURED STONE WAINSCOT CAP 2Y2"x24" CULTURED STONE WAINSCOT CAP 10"x2Y2" CULTURED STONE WAINSCOT CAP MASONRY WALL FOR TRASH & MECHANICAL EN CLOS SEE DETAIL CD 1 - I Lo -cool', 8); L -1 SCREEN VENT FOR AIR CONDITIONERS SEE DETAIL M I ,DTE: *CULTURED STONE VENEER TO BE PLACED ON CANAL FACE OF THE WHEEL PYLON ADJACENT TO EXISTING CANAL WALL r7s, 3 A _j A?4 LL C05 W C/) < > W y 0 w 1 < M T- w LL 0 _j _3 5 rr SHEET . W t I— 5 OF X 27 W IN 4y" Cy Q57 -f F.F. ELEV. 401.50 T - I i 00 MILL HOUSE ELEVATION - EAST Scale: 1/4" =11-011 F F. ELEV. 401.50 I N" A, Jj A CULTURED -'TOP OF EXIST. CANAL C) STONE FACADE WALL ELEV. 401.00 PLACE CULTURED STONE -1 VENEER ON WHEEL PYLON* 0_1 SEE DETAIL MILL HOUSE ELEVATION - WEST rE Scale: 1/4" = V-0" CD 12 Cn 9 CN —FALSE TIMBER HEADERS SEE DETAIL MH - 2)/2"x24" CULTURED STONE WAINSCOT CAP 2Y2"x24" CULTURED STONE WAINSCOT CAP 10"x2Y2" CULTURED STONE WAINSCOT CAP MASONRY WALL FOR TRASH & MECHANICAL EN CLOS SEE DETAIL CD 1 - I Lo -cool', 8); L -1 SCREEN VENT FOR AIR CONDITIONERS SEE DETAIL M I ,DTE: *CULTURED STONE VENEER TO BE PLACED ON CANAL FACE OF THE WHEEL PYLON ADJACENT TO EXISTING CANAL WALL r7s, 3 U) z 0 0 _j A?4 LL C05 W C/) < > W y 0 w 1 < M T- w LL 0 _j _3 5 rr SHEET . W t I— 5 OF X 27 W 4y" U) z 0 0 _j A?4 LL C05 W C/) < > W y 0 w 1 < M T- w LL 0 _j _3 5 rr SHEET . W alo I— 5 OF X 27 W "s _100 A?4 Q° SHEET . m alo OF 5 OF 27 Qo 1'-6" ro r STANDING SEAM ROOF- WITH OOFWITH RIDGE, HIP, AND VALLEY CLOSURES 30# FELT 22'--6" 19'-0" c��• ir----- --- _, ------ -- - ----- I ) „ I I , STANDING SEAM ROOF; OVER 30# FELT OVER ROOBCX PLYWOOD SHEATHING I PURLINS TRUSSES AND I , I I Ii 9 / � II t 8:12 8:12 7,_6„ I , L --------------J--- r�------------------� I li l 04 I I � I r � I I , i ------ ' A 2 ----------------- , ' ,I ' _ __ __ 17:12 17:12 -------------- --------- ----- — ------ -----------------------J_ 1'-6"5 /" BCX PLYWOOD ROOF SHEATHING 28'-0" ROOF - PLAN A Scale: 1/4" =1'-0" M H-3 , 6X8 DF#1 Co 13'-0" oo SIMPSON A35F TAIL - TRUSS NO.2 @ 2'-0" O.C. 2X BLOCKING W/ Scale: 3/8" =1'-0" � PLY EDGE NA[[L t ;z 00 -1 N1 ON 3w SIMPSor CLIP (4 PER TRUSS) CONNECTION DETAIL - TRUSS NO.2 2"x1 /4" STEEL PLATE BOTH � SIDES, WITH 3/4" STD BOLTS WITH NUT AND WASHERS, TYP. 0 Co c- 1'-6" E EXTEND 2x4 PURLINS TO Q u V cQ x o N cr N b 0 Cz FRAME UP GABLE WALL BOTTOM OF PURLINS TO 2X6 FASCIA a� c� o 2x6 FASCIA-- ASCIA W 2x4 CRIPPLE RAFTERS Icy, X N == z 2x4 HIP RAFTER O . .. TYP. BLKG. WITH .-'-----6x12 CRIPPLE 0 7>- 3>> I_ 6x10 DF#1 (rT44 PLY EDGE NAIL U co U Co c ., 0 ^ BEAM, TYP. C/? C _...... O O Q .,7T _ SIMPSON A35 @ 2'- 0O.C. DETAIL - TRUSS NO. I, (SIMPSON HTC TRUSS _ 2X BLOCKINGW Scale: 3/8" =1'-0" PLY EDGE NAL TNUSS I CLIP BOTH SIDES /� 4 PER TRUSS) CONNECTION DETAIL - TRUSS NO. 1 I i, 0.1 s_', „ N i; i N F � z , ry LET --IN 2x4 VALLEY FRAME UP GABLE °- RAFTER TO CLOSE PURLINS WALL TO BOTTOM OF X PURLINS I `�' i _ . M D #1 -r ti. X12 B 3 r2f— j r RUNS Df #2-0 4 -.2 } j O AL 2x6 RIDGE H ;. t _ ._..__.- 2x4 JOISTS----' 6x12 CRIPPLE 2x4 CRIPPLE(",.1-2x4 HIP RAFTER BEAMS, TYP. RAFTERS NOTE: ALL WINDOW AND OOR HEADERS ARE 6X8 DF#1 MINIMUM ROOF FR MING - PLAN /-_B� SIMPSON LSTHD8 WITH 20 16d SINKERS TO DBL STUD 30TH BOLTS S, TYP. : 1/411 =1'-0" 5/"X10" ANCHOR BOLTS WI H NUT & WASHER @ 5'-0" O.C. MAX. ON FOUNDATION PERIMETER ANCHORAGES Scale: 1/4" =1'4" SIMPSON LSTHD8 WITH 20 16d SINKERS TO DBL STUD SIMPSON STRONGWALL SW 48X9 ---) EXIT PATH IS 70.04 FEI 6x12 CRIPPLE BEAM, TYP. 2x6 FASCIA 2x4 HIP RAFTER 2x4 CRIPPLE RAFTERS EXTEND 20 PURLINS TO 2X6 FASCIA FRAME UP GABLE WALL TO BOTTOM OF PURLINS PLYWOODTFLOORING ARTTTACH WITH CONSTRUCTION GLUE AND SCREWS SIMPSON MST12 ROOF FRAMING - PLAN 'ORCH ROOF rc Scale: 1/4" =1'-0" 2x12 BLOCKING 6X12 BEAM DF#1 2x4 JOISTS ° 4X12FJ DF 1 @ 4' '," DBL. TOP PLATE o m w m c� m N Q u V cQ x o N cr N b 0 Cz l 6 1-100 r / a� c� o ON TOP OF BEAM W 34°402„ r Icy, X N == z BEAM HANGER, O . .. TYP. BLKG. WITH Q cc 0 7>- 3>> I_ 6x10 DF#1 (rT44 PLY EDGE NAIL U co U Co c ., 0 ^ :2ro C/? C O O Q 10of _ SIMPSON A35 @ 2'- 0O.C. DETAIL - TRUSS NO. F (SIMPSON HTC TRUSS 3 .=1C, 2X BLOCKINGW Scale: 3/8" =1'-0" PLY EDGE NAL H- I CLIP BOTH SIDES /� 4 PER TRUSS) CONNECTION DETAIL - TRUSS NO. 1 7- s_', - : 1/411 =1'-0" 5/"X10" ANCHOR BOLTS WI H NUT & WASHER @ 5'-0" O.C. MAX. ON FOUNDATION PERIMETER ANCHORAGES Scale: 1/4" =1'4" SIMPSON LSTHD8 WITH 20 16d SINKERS TO DBL STUD SIMPSON STRONGWALL SW 48X9 ---) EXIT PATH IS 70.04 FEI 6x12 CRIPPLE BEAM, TYP. 2x6 FASCIA 2x4 HIP RAFTER 2x4 CRIPPLE RAFTERS EXTEND 20 PURLINS TO 2X6 FASCIA FRAME UP GABLE WALL TO BOTTOM OF PURLINS PLYWOODTFLOORING ARTTTACH WITH CONSTRUCTION GLUE AND SCREWS SIMPSON MST12 ROOF FRAMING - PLAN 'ORCH ROOF rc Scale: 1/4" =1'-0" 2x12 BLOCKING 6X12 BEAM DF#1 2x4 JOISTS ° 4X12FJ DF 1 @ 4' '," DBL. TOP PLATE o m w m c� m N 'RAFTER RAFTER -0" O.C. ,rF SIMPSON MSTI26 SIMPSON LSTHD8 _6X16 --BEAM DF#1 _- WITH 20 16d SINKERS TO DBL ' 4x4 STUD BLOCKING `'Z4QJ DF 2 @ 24" � 0 1 C1< X12FJ DF#1 @ 4'-0" 1 TONGUE GROOVE m PLYWOOD FL00 RING ATTACH CH WITHCONSTRUCTI GLUE x>J �� N U- AND CREWS ; SIMPSON MSTI26 X i 4 X12 BEAM_.-DF#1 .... 2x12 BLOCKING 4X4 BLOCKING SIMPSON LSTHD8 WITH 20 16d __-_ . . ..... . ........ rh SINKERS TO DBL �� STUD NOTE: ALL WINDOW ANC DOOR HEADERS ARE 6X8 DF#1 MINIMUM 2ND FLOOR FRAMING D S ;;ale: 1/41, =11-022 Z �. t o N cr N b 0 Cz SIMPSON MST172 Nx z a� c� o ON TOP OF BEAM W & BLOCKING X N == z BEAM HANGER, O . .. TYP. BLKG. WITH Q cc 0 7>- - C� I_ �0) (rT44 PLY EDGE NAIL 'RAFTER RAFTER -0" O.C. ,rF SIMPSON MSTI26 SIMPSON LSTHD8 _6X16 --BEAM DF#1 _- WITH 20 16d SINKERS TO DBL ' 4x4 STUD BLOCKING `'Z4QJ DF 2 @ 24" � 0 1 C1< X12FJ DF#1 @ 4'-0" 1 TONGUE GROOVE m PLYWOOD FL00 RING ATTACH CH WITHCONSTRUCTI GLUE x>J �� N U- AND CREWS ; SIMPSON MSTI26 X i 4 X12 BEAM_.-DF#1 .... 2x12 BLOCKING 4X4 BLOCKING SIMPSON LSTHD8 WITH 20 16d __-_ . . ..... . ........ rh SINKERS TO DBL �� STUD NOTE: ALL WINDOW ANC DOOR HEADERS ARE 6X8 DF#1 MINIMUM 2ND FLOOR FRAMING D S ;;ale: 1/41, =11-022 Z �. t o N cr N b 0 Cz ,f z a� c� o Co Uco W Q0 IL -w cc == z ILI O . .. m Q cc 0 7>- - C� I_ 'RAFTER RAFTER -0" O.C. ,rF SIMPSON MSTI26 SIMPSON LSTHD8 _6X16 --BEAM DF#1 _- WITH 20 16d SINKERS TO DBL ' 4x4 STUD BLOCKING `'Z4QJ DF 2 @ 24" � 0 1 C1< X12FJ DF#1 @ 4'-0" 1 TONGUE GROOVE m PLYWOOD FL00 RING ATTACH CH WITHCONSTRUCTI GLUE x>J �� N U- AND CREWS ; SIMPSON MSTI26 X i 4 X12 BEAM_.-DF#1 .... 2x12 BLOCKING 4X4 BLOCKING SIMPSON LSTHD8 WITH 20 16d __-_ . . ..... . ........ rh SINKERS TO DBL �� STUD NOTE: ALL WINDOW ANC DOOR HEADERS ARE 6X8 DF#1 MINIMUM 2ND FLOOR FRAMING D S ;;ale: 1/41, =11-022 3 � 1 0 1 i 2 }i i I I 10 i } 1 Cr Im to a C..) C) N fr 1o�2aiz Z �. t o N cr N b 0 Cz z a� c� o Co Uco W Q0 IL -w cc N z ILI O Q m m Q cc 0 7>- - C� I_ �0) LIU U co U Co c ., 0 ® :2ro C/? C O O Q 3 � 1 0 1 i 2 }i i I I 10 i } 1 Cr Im to a C..) C) N fr 1o�2aiz V_),' v (�SjH�E(EET JO. L1VL1 L.I-U OF 6OF27 Cl) z Q W IL -w cc 0 z Y O Q m J Q cc LL O 7>- I-I— I_ U LL O O V_),' v (�SjH�E(EET JO. L1VL1 L.I-U OF 6OF27 STANDING SEAM ROOFING OVER 9/8"CDX PLYWOOD ROOF SHEATHING 8d NAILS 6" O.C. EDGE 12" O.C. FIELD TRUSS TO WALL CONNECTION SEE DETAILS . AMH 5" SHIPLAP SIDINq_qVERT-J 3/8" CDX PLYW , DA WALL SHEATHING 2x6 FRAMING _00 ZY2 to x24" WAINSCOT CULTURED STONE VENEER R19 INSULATION�-----, SLUICEWAY CANAL WALL ELEV. 401.00 6" SHIPLAP SIDING INTERIOR WALL FINISH 3/8"SHEATHING/f1 --------------------- 2x6 WALL STUD —BUILDING WRAP @ 16" O.C. METAL FLASHING —R17 INSULATION BATT INSULATION CAULKING TIMBER TRUSS —2Yq"x24" CUtTURED —2X4 DF#2PURLINS AT 24" 6X12 BEAM----- SFONE WAIN COT CAP 12 HEIGHT PER , 8 I—N/- `. J." EXTERIOR EL 3 SHIPLAP SHEATHING ON EAVES GROUT 12)t —MORTAR " —CULTURE LEAN–TOD ROOF CONNECTION STONE V 'NEER SEE DETAIL 7� ,—SIDING TO VENEER A1,22 TRANSITION, TYP_ DETAIL — TRANSITION TRIM DETAIL rj-� 2x4 R� �9SEE Scale: 31' =1'-0" \m 1Y" TONGUE & GROOVE PLYWOOD FLOORING GLUE AND SCREW ,-PROVIDE GUARD RAIL 6x12 BEAMS -"--*- 14x1 2 FLOOR BEAM HANGER, TYP. JOISTS, REVEALED STORY CONNECTION SEE DETAIL H MH- F.F. ELEV. 401.50 L MILL HOUSE SECTION — EAST Scale: 1/4" =1'-0" IH- WEATHER PROTECTION BUILDING WRAP T, �, 3/ATHING8" CDX' 7 -,., , , ` TONGUE I ASHE/.,.,_�7_"'­ � I 1 '1/ " = & GROOVE JOIST HANGER 2x6 BOTTOM 2x4 JOIST PLATE 2x6 DBL. TOP PLATETOP OF BEAM ELEV. �V / TO ALIGN TO TOP __�6xl 2 GLULAM BATT ------ BEAM PLATE OF 1 ST FLOOR INSULATION .—1 x2 TRIM 2x6 STUD 16 O.C. 6" SHIPLAP SIDING WEATHER PROTECTION BUILDING WRAP 3" CDX SHEATHING VERTICAL SECTION — CANTILEVERED OVERHANG Scale: 1 112" =11-011 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) TIMBER TRUSS 113/6"x5" TIE PLATE f --DBL. TOP PLATE K=im ------BOLT KING STUD TO BEAM END, 3-1/4"X3-1/2" LAG SCREWS WITH WASHERS 26 STUD SIDE DETAIL — EXPOSED BEAM AT ROOF Scale: 3/4" =1'-0" xm SHEATHING 2x4 RAFTER A v 412 CONT. BEAM COLUMN CAP PLATE WITH STRAPS SEE DETAIL K_E_"� H - FILL VOID WITH MORTAR - 0/2%5" CULTURED STONE CAP— MORTAR- 1/2- MORTAR BASE - 3/8" CDX SHEATHING COVER WITH- - WEATHER PROTECTION BUILDING WRAP MASONRY TIES— CULTURED STONE VENEER 6 YQ) 11L PLATE x12 BEAM 2xNAILER 2x6 PRE-TREATED BASE PLATE ON END 12L 12" ROOF FRATRUSMG----, TIMBER INS�S 412 BEAM--- SHIPLAP Y2P) 2 x24" WAINSCOT DING ECORATIVE ENCE & RAIL,,-, ETAL SEE DETAIL (G -ASHING 7H-5 STANDING SEAM': METAL ROOF 1" TALL S -_AMS, 12" SPACING IN TALL PER MANUFACTURER'S SPECIFICATIONS ASPHALTC ROOFING MEMBRANE OVER SHIPLAP SHEATHING 1,-98„ 12 9 2x BLOCKING SIMPSON H3 SEISMIC TIE STANDING SEAM ROOFING —5/8" CDX PLYWOOD SHEATHING -2X4 DF#2 PURLINS AT 24" U Li Lo;—\"- —DRYWALL FINISH WALL &-J 6X12 DF#1 BEAM CEILING SURFACES, THOUGHOUT 6X8 DOOR & WINDOW HEADERS, TYP. —1Y" TONGUE & GROOVE Z' PLYWOOD SUB -FLOORING _00 SCREW 8" O.C. EDGE 2X4 DF#2 CEILING- JOISTS EILINGJOISTS AT 24" F.F. ELEV. 411.50 4x12 DF#1 FLOOR--' 412 DF#1— JOISTS @ 4'-0" FLOOR JOISTS 6x12 DF 1 BEAM, @ C) 4EVEALED BEAM HANGER, TYP. 4;-Ot /--BUILDING 6x16 DF#1 FOUNDATION BEAM, REVEALED SEE DETAIL KE F.F. ELEV. 401.50 00 -WALKWAY FOUNDATION SEE DETAIL K_FMILL HOUSE SECTION; — W11":,ST Scale: 1/4" =11-011 X2" STRAP EA. SIDE W (2) 3/4" 0 BOLTS 4x12 BEAM Z/i\ V; , ;;!; j V V- -2X4 DF#2 PURLINS AT 24" 12.o STANDING SEAM ROOFING CO 17 5/8" CDX PLYWOOD SHEATHING TIMBER TRUSSES C C) C.0 CO co 2X4 LET -IN RAFTERS 0) (.0< co Co SHIPLAP SHEATHING ON. EAVES IL co 18)) CO Ah, 5" SHIPLAP SIDING Lu 0 co 3/8" CDX WALL SHEATH G L M FRAMING a) co CO co 2)/q"x24" CULTURED CO SONE WAINSCOT CAP co CULTURED STONE VENEER 0(0 OVER Y2" THICK MORTAR C,6 EXTEND PARTITION C) 0 WALLS TO BOTTOM OF 2X4 CEILING JOISTS CULTURED STONE 41 OVER MORTAR OVER CMU WALL 1 SEE DETAIL ��Ll 7f=�---WALL FOOTING CAULKING CULTURED STONE VENEER Y2" THICK MORTAR CAP ATE _,�3/8" CDX SHEATHING COVER WITH WEATHER PROTECTI WRAP ON BUILDING LL 2X FLAT C, 7._.�, 2x4 HAILERS, ATTACH TO 2x HAILERS 3/1 1.7, -D di- STEEL COLUMN CC W 3"x3"xy4" STEEL COLUMN STEEL COLUMN WITH t I A, T_ Y16"x2Y2" SELF -TAPPING 2x STUD FRAMING < DETAIL — CAP PLATE E SCREW & WASHER M _j Y16" SELF -TAPPING U - 2x STUD FRAMING Scale: 1 112 1 1-01, 14. :3 101„ 0 SCREWS WITH WASHERS 0 _3`oX3"X/V44t) STEEL COLUMN SIMPSON SDS "X3" SCREW DETAIL -SECTION ( imm Scale: 1 1/2 =11-01, —PLY EDGE NAIL 5/8" BASE PLATE 2 x6 BOTTOM PLATE SEE DETAIL K -D I0, Hit 1 f2»0 X16" ANCHORS W1 UTS AND WASHERS -412 FLOOR .10[qT— % 1" THICK LEVELING MORTAR SIMPSON A35 @ 2'-0" O.C. "EXPANSION JOINT 7� SIMPSON H3 HURRICANE 4* TIE INSTALL ON BOTH �_,` LJ-� TERIAL 6" ip SIDES OF JOIST 30) 1 2X12 BLOCKING -//t 4 2 P /- 3/8 LYA 5/8 HOLE f TO vr_ co 1/2" ANCHOR 3 f4 BARS— 12" A. WAY < .x6 STUD WALL -IN 3/16 Z If, � 3 A" STEEL COLUM kzae NOTE: SDS SCREWS TO BE SET AT 24 5/8)j PLATE O/C, EXCEPT THAT THE WALLS CONTAINING THE SIMPSON STRONGWALL 2t -0)l PANELS SHALL BE 12- O/C 12 3 SHEET NC i. [Mn—n DETAIL — COLUMN SAVE DETAIL — STORY CONNECTION /oe �H Lhj V-01 Scale: 1 1/2 1 '-011 4) D ElTAIL — BASE PLATE rD Scale: 1 1/2 Scale: 3" =11-O'l OF .7 7 OF 7 J 2x4 RAFTERS 4x12 BEAM 7 5>-6g» ,---COLUMN SEE DETAILK_Q_'� INTERIOR WALL - FINISH 2x6 WALL STUD- @ 16" O.C. BATT INSULATION - 2X BLOCKING - WALL FOOTING(2x8 NAILER, CONT. W/ 16d - SEE DETAIL K_E"� @ 8" O.C. TO BLOCKING & (3) 16d EACH STUD A SIMPSON "A34" FRAMINir. PLATE IH- WEATHER PROTECTION BUILDING WRAP T, �, 3/ATHING8" CDX' 7 -,., , , ` TONGUE I ASHE/.,.,_�7_"'­ � I 1 '1/ " = & GROOVE JOIST HANGER 2x6 BOTTOM 2x4 JOIST PLATE 2x6 DBL. TOP PLATETOP OF BEAM ELEV. �V / TO ALIGN TO TOP __�6xl 2 GLULAM BATT ------ BEAM PLATE OF 1 ST FLOOR INSULATION .—1 x2 TRIM 2x6 STUD 16 O.C. 6" SHIPLAP SIDING WEATHER PROTECTION BUILDING WRAP 3" CDX SHEATHING VERTICAL SECTION — CANTILEVERED OVERHANG Scale: 1 112" =11-011 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) TIMBER TRUSS 113/6"x5" TIE PLATE f --DBL. TOP PLATE K=im ------BOLT KING STUD TO BEAM END, 3-1/4"X3-1/2" LAG SCREWS WITH WASHERS 26 STUD SIDE DETAIL — EXPOSED BEAM AT ROOF Scale: 3/4" =1'-0" xm SHEATHING 2x4 RAFTER A v 412 CONT. BEAM COLUMN CAP PLATE WITH STRAPS SEE DETAIL K_E_"� H - FILL VOID WITH MORTAR - 0/2%5" CULTURED STONE CAP— MORTAR- 1/2- MORTAR BASE - 3/8" CDX SHEATHING COVER WITH- - WEATHER PROTECTION BUILDING WRAP MASONRY TIES— CULTURED STONE VENEER 6 YQ) 11L PLATE x12 BEAM 2xNAILER 2x6 PRE-TREATED BASE PLATE ON END 12L 12" ROOF FRATRUSMG----, TIMBER INS�S 412 BEAM--- SHIPLAP Y2P) 2 x24" WAINSCOT DING ECORATIVE ENCE & RAIL,,-, ETAL SEE DETAIL (G -ASHING 7H-5 STANDING SEAM': METAL ROOF 1" TALL S -_AMS, 12" SPACING IN TALL PER MANUFACTURER'S SPECIFICATIONS ASPHALTC ROOFING MEMBRANE OVER SHIPLAP SHEATHING 1,-98„ 12 9 2x BLOCKING SIMPSON H3 SEISMIC TIE STANDING SEAM ROOFING —5/8" CDX PLYWOOD SHEATHING -2X4 DF#2 PURLINS AT 24" U Li Lo;—\"- —DRYWALL FINISH WALL &-J 6X12 DF#1 BEAM CEILING SURFACES, THOUGHOUT 6X8 DOOR & WINDOW HEADERS, TYP. —1Y" TONGUE & GROOVE Z' PLYWOOD SUB -FLOORING _00 SCREW 8" O.C. EDGE 2X4 DF#2 CEILING- JOISTS EILINGJOISTS AT 24" F.F. ELEV. 411.50 4x12 DF#1 FLOOR--' 412 DF#1— JOISTS @ 4'-0" FLOOR JOISTS 6x12 DF 1 BEAM, @ C) 4EVEALED BEAM HANGER, TYP. 4;-Ot /--BUILDING 6x16 DF#1 FOUNDATION BEAM, REVEALED SEE DETAIL KE F.F. ELEV. 401.50 00 -WALKWAY FOUNDATION SEE DETAIL K_FMILL HOUSE SECTION; — W11":,ST Scale: 1/4" =11-011 X2" STRAP EA. SIDE W (2) 3/4" 0 BOLTS 4x12 BEAM Z/i\ V; , ;;!; j V V- -2X4 DF#2 PURLINS AT 24" 12.o STANDING SEAM ROOFING CO 17 5/8" CDX PLYWOOD SHEATHING TIMBER TRUSSES C C) C.0 CO co 2X4 LET -IN RAFTERS 0) (.0< co Co SHIPLAP SHEATHING ON. EAVES IL co 18)) CO Ah, 5" SHIPLAP SIDING Lu 0 co 3/8" CDX WALL SHEATH G L M FRAMING a) co CO co 2)/q"x24" CULTURED CO SONE WAINSCOT CAP co CULTURED STONE VENEER 0(0 OVER Y2" THICK MORTAR C,6 EXTEND PARTITION C) 0 WALLS TO BOTTOM OF 2X4 CEILING JOISTS CULTURED STONE 41 OVER MORTAR OVER CMU WALL 1 SEE DETAIL ��Ll 7f=�---WALL FOOTING CAULKING CULTURED STONE VENEER Y2" THICK MORTAR CAP ATE _,�3/8" CDX SHEATHING COVER WITH WEATHER PROTECTI WRAP ON BUILDING LL 2X FLAT C, 7._.�, 2x4 HAILERS, ATTACH TO 2x HAILERS 3/1 1.7, -D di- STEEL COLUMN CC W 3"x3"xy4" STEEL COLUMN STEEL COLUMN WITH t I A, T_ Y16"x2Y2" SELF -TAPPING 2x STUD FRAMING < DETAIL — CAP PLATE E SCREW & WASHER M _j Y16" SELF -TAPPING U - 2x STUD FRAMING Scale: 1 112 1 1-01, 14. :3 101„ 0 SCREWS WITH WASHERS 0 _3`oX3"X/V44t) STEEL COLUMN SIMPSON SDS "X3" SCREW DETAIL -SECTION ( imm Scale: 1 1/2 =11-01, —PLY EDGE NAIL 5/8" BASE PLATE 2 x6 BOTTOM PLATE SEE DETAIL K -D I0, Hit 1 f2»0 X16" ANCHORS W1 UTS AND WASHERS -412 FLOOR .10[qT— % 1" THICK LEVELING MORTAR SIMPSON A35 @ 2'-0" O.C. "EXPANSION JOINT 7� SIMPSON H3 HURRICANE 4* TIE INSTALL ON BOTH �_,` LJ-� TERIAL 6" ip SIDES OF JOIST 30) 1 2X12 BLOCKING -//t 4 2 P /- 3/8 LYA 5/8 HOLE f TO vr_ co 1/2" ANCHOR 3 f4 BARS— 12" A. WAY < .x6 STUD WALL -IN 3/16 Z If, � 3 A" STEEL COLUM kzae NOTE: SDS SCREWS TO BE SET AT 24 5/8)j PLATE O/C, EXCEPT THAT THE WALLS CONTAINING THE SIMPSON STRONGWALL 2t -0)l PANELS SHALL BE 12- O/C 12 3 SHEET NC i. [Mn—n DETAIL — COLUMN SAVE DETAIL — STORY CONNECTION /oe �H Lhj V-01 Scale: 1 1/2 1 '-011 4) D ElTAIL — BASE PLATE rD Scale: 1 1/2 Scale: 3" =11-O'l OF .7 7 OF 7 J SI i 1» 8-22 * _ 16'-111 1 -118 3'_ 21» 2'_ 45» 2)-611) 1 » i 1 -� - 4 84 3 -24 2 -32 k 2'-32" 3�_2„ 2,_03» 4 Q EQUAL EQUAL I _EQUAL EQUAL 3'-102„ RAILING FLANGE SOUTH SIDE BALCONY/7"NTOP & BOTTOM RAILS SEE DETAIL P -5 H- 4'_52„ •-� 4'_3» 1 4)-,3yl EAST SIDE OF BALCONY B AT TOP OF STAIRWELL C AT TOP OF LANDING 3'-11"* 7'-14„* MILL WHEEL T H DT -3 RAILING FLANGE ON TOP &BOTTOM RAILS - = SEE DETAIL K P CoH- I ih NORTH SIDE OF STAIRWELL E 1Y"x1Y"x14 GA - TOP RAIL *ALL INSTALLATION LENGTHS SHALL BE VERIFIED WITH FIELD Lo MEASUREMENT BY CONTRACTOR PRIOR TO FABRICATION. HANDRAIL SEE SPECIFICATIONS RAILING FLANGE 3„ RAILING FLANGE ON SEE DETAIL P 4 TOP &BOTTOM RAILS H LOWER STAIRCASE F SEE DETAIL P \MH- -5 WROUGHT IRON BALCONY RAILING Scale: 1/21, =1'-0" f12'-88" EDGE OF COLUMN 3"Wx1Y"x14GA. TOP & BOfTOM RAILS 'J EDGE OF MOUNTING FLANGE 1 -4 2"xY"x14GA. MID RAIL COLUMN TOP AND BOTTOM 41" PUNCH FOR THROUGH RAILS 8 PICKETS TYP, SEE DETAIL H T H - ATTACH WITH Y"x2" STAINLESS S�i'EL ANCHORS 2 EA. FLANGE, SEE SPECS. TOP OF SIDEWALK _ \-Y"XY"x16GA� 1 8 PICKETS /-L „ 3 2$p x2 x/ MID FENSEEIPPORT DETAIL K I H- WROUGHT IRON PORCH RAILING DETAIL G Scale: 112" =1'-0" H_ =1� Lo 4' WROUGHT IRON SPHERE, WROUGHT IRON CONCEPTS HAMMERED; MELON BALL. ATTACH TO POST W TH STOOL BOLT, LOCTITE. -MILL WHEEL 1 SEE D TAI H SP`A�--FOOT DT SEE DETAIL Q H - RAILING FLANGE TOP &BOTTOM RAILS SEE DETAIL P WH- ­1 FLOOR 3/4" CHAMFER CU TS, TYP. I 6"x6" NO. 1 DF POST. BO 1,/4" CHAMFER CORNERS. FI ISH FLOOR I ATTACH RAILING TO POST /--WOOD POST WITH DECORATIVE SPHERE SEE DETAIL/"0 H- ----RAILING FLANGE TOP & BOTTOM RAILS SEE DETAIL P H- -1Y2"x3/"x14 GA MIDRAIL PUNCH FOR THROUGH PICKETS -Y"xY"x16 GA PICKETS -EVEN SPACE EACH END �'" CENTER TO CENTER TYP. '-1Y2"x1Y2"x14 GA BOTTOM RAIL DETAIL N Scale: 1 " =1'-0" Nj �-{- WITH RAILING FLANGE. SEE DETAIL P FIP MOUNT HANDRAIL TO e9'�:�Hy- POST WITH HANDRAIL BRACKET PILOT DRILL ALL SCREW & BOLT HOLES M 3/4" QTR ROUND ® J"X3" CONSTRUCTION SCREWS ULDING ON PERIMETER ' t ROUTE OUT SURFACE POST MOUNT STEEL 1 4" TO RECESS PLATE BASE PLATE SEE DETAIL F MH -10 DETAIL - RAILING POST O �--�" 3 16 Scale: 1-112” =1'-0" MH - 5/ t PILOT DRILL ALL SCREWS. & BOLT HOLES L_ 4 FILLET TYP. �/-; ., o % � HANDRAILi 3/16" r 6 PLATE 3 �Y �t6" HOLES FOR 1/4" LAG_ SCREWS WITH WASHERS "' 00 1Y" LONG INTO POST t 2" LONG INTO WALL „d d Y1�"x1Y"x14 ') � TUBING 2» U 11/4" PLATE 22" v C Co DETAIL - RAILING FLANGE P 6 Scale: 6" =1 `-0" CO 1,1'4"x2" LAG SCREWS MH- rN1TH WASHERS Y P -OT DRILL ALL SCREWS m & BOLT HOLES 0 Ct� -5/16" •1OLES o �C - N C,I 1{ I { 0 16 �_. } a. 24 I CONCRETE FLOOR �A"X3"» CONSTRUCTION SCREWS l 1/1/4"x3" EXPANSION �� 1/4° PLATE - TOP VIEW' I° 1'C PER MOULDING ON PERIMETER ! i If ' A CHOR INSERTS WITH i I Io CD NTERSUNK SCREWS ✓POST MOUNT" STEEL T ? DETAIL - SPAN FOOT Q ' 'o HILTI HLC-FPH OR ' ; I I z f BASE PLATE SEE DETAIL F Scale: 6" =1 `-0" MH_ aCc APPROVED EQUAL MH -10 j DETAIL - POST MOUNTED TO CONCRETE E ? I iU� Scale: 1-112" =1'-0" IVIH- --1- _ �N .. I 1'-4"6" CAP WALL WITH 2Y"x10' z CULTURED STONE CAP 6"x8"x16" CMU WALL FULL VERTICAL STEEL EACH SIDE OF OPENING44 BONDm� #4 LINTEL BAR # BEAMS o I o ST S.S. CONCRETE o °Q o # °'1,6 OP VENE R FLUSH ANCHORS WITH WASHER 8 `�� , WITH OPENPI RI, FULL REQUIRED ON FRAME PERIMETER METER HALF BLOCK FOR TOP AND FA RICATED IL SIDES FRAME SCREEN °O:�:1�2"Xl-1 2"X3/16" ANGLE FRAME, WELD SCREEN TO FRAME ON CULTURED STONE N INTERIOR SIDE, FUSION EPDXY VENEER In COAT ENTIRE SCREEN AND FRAM= Y" THICK C/) d 2 W .._I 1 "X1 "X10GA. STEEL SCREEN SPC T MORTAR I WELD EVERY ti -- OTHER WIRE 1'0 ;- 6% "x16" CONCRETE W Q FRAMES. % ONRY UNITS, SOLID rr Cn i--- -\ GROUT FULLGHT W 1 OPEN BLOCK FOR BOTTOM,' 1 �� HEIr� W ' A PROVIDE MORTAR FINISH\ #5 REBAR 24" O.C. O n ELEVATION PARTIAL SECTION A -A m 0 Y2" Scale: 1" Scale: 1 112" =1 `-0" EXPANSION JOINT LL .J Z MATERIA i' 9 6 L BOTH SIDES OF 0 5 J DETAIL - SCREEN VENT i M1 WALL 1„ -MORTAR FILL BEHIND PLATE TO CONFORM 5/16"x1" SLOTS TO CULTURED STONE. STRIKE OFF MORTAR CLEAN AND SQUARE AT PLATE EDGE. 1 /8 N 1'> L21 2 4" Int DETAIL H ^IN Scale: 3" = 1'-0"cI H- .r.. N CHAMFERS TOP OF SIDEWALK I AROUND POST nn (ry w DRILLED FENCE POST FOOTING 4„ ,-- DETAIL I Scale: 3/4" =1'-0" H - Y" SQR. PICKET, PUNCH 12HROUGH MID RAIL TOP RAIL TULIP SCROLL, MOUNT ON TOP OF PICKET SEE DETAIL K H - Y" SQR. PICKET, PUNCH 1�HR000H MID RAIL Y SQR.x26" LONG "PETAL", �LATTEN EACH END TO PARTIAL SCROLL WITH 1" RADIUS SEE DETAIL K H- 6 DIA. SOLID CAST BALL BOTTOM RAIL DETAIL J Scale: 3/4" =1'-0" H- Y"THK.x Y2"W. x8Y"L. SCR6LL i" _, 8,. �i TYP. � 1/8 R1" 1 j 174 3» 4 �I 24" r%-�loo TULIP 3» 11 rl_lrvl, PETAL Scale: 3" =1'-0" TOP OF SIDEWALK l - U �� = ---4 HIGH BLOCK `�—WALL FOOTING o I ; (3) #4 BARS, CONT. DETAIL - WALL SECTION �L 0 ,� Scale: 3/4" H_5 - A j WROUGHT IRON GATE 3 4�� 6"x8"x16" CMU WALL `� S1 -EEL DOOR JAMB `SQUARE UP VENEER WITH BASE MOR MORTAR TRUE TO DOOR JA -' MB CORRUGATED VENEER CLIPS SHEET N JAMB DETAIL - MASONRYcWA SHEATHING LL 8 ��o Scale: 1 1/21, H- OF --�--- 3 -Tq8 OF 2 a N R DOOR - Q DOOR - < DOOR - <3> DOOR - < r� - EXTERIOR INTERIOR r CORRUGATED `' VENEER CLIPS 5/8" TYPE "X" SHEETROCK CULTURED STONE VENEER WITH BASE MORTAR --6x8 HEADER 5/8" SHEATHING WITH BUILDING WRAP DOOR HEADER s`'$ RADIAL ARCH TRIMMED NAILERS STONES 5/8" PLYWOOD BOXING Ac;i7� L T -IN, SHAPED TO 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" =14 M H- STEEL DOOR JAMB TIMBER DOOR 2x6 DOOR FRAME OUT (INTERIOR SWING) 2x6 STUD WALL WITH WEATHER STRIP 1 SQUARE UP MORTAR AGAINST VENEER, TRUE TO DOOR JAMB EXTERIOR DOOR JAMB DETAIL Scale: 1 1/2" =1'-0" EXTERIOR INT E IOR SIDING 5/8" SHEATHING 2x6 STUD WALL CAULK LINE CRIPPLE STUDS TO DOUBLE PLATE 48 TIMBER FALSE HEADER 5/8 TYPE "X" ROUGH CUT SHEETROCK 1/2" LAG SCREW WITH- 6x8 HEADER MALLEABLE IRON v_r' -- .; WASHERS, TWO PLACES EACH SIDE OF HEADER ; CAULK LINE ST EL DOOR JAMB 2x4 TRIM =::::�! CAULK LINE :::::::Z -'r HEADER DETAIL rl� Scale: 1 1/2" =1'-0" MH- - STEEL DOR JAMB 2x6 D OR FRAME OUT STUD WALL TIMBER DOOR (EXTERIOR SWING) WITH WEATHER STRIP -2x4 STUD WALL TYPE "X"----' TYP "X" SHEETROCK SHEETROCK 4x6 HEADER FINISH NEATLY T0� STEEL DOOR JAMB DOOR FRAME HOLLOW CORE WOOD DOOR HEADER DETAIL 6 ............ . „. Scale: 1 1/2" =1'-0 :e.0 ::_ H= d,.. 42xDOOR FRAME OUT �iEETROCK }' f %" TYPEX'� kETROCK —STEEL DOOR JAMB HOLLOW CORE WOOD DOOR JAMB DETAIL r7 Scale: 1 112" =1'-0" M H - GLAZING WINDOW FRAME BACKER ROD & SEALAN' 1"x8" POPLAR TRIM - 2x6 PLATFORM CORRUGATED FRAMING VENEER CLIPS DECORATIVE BEAM ATTACH TO SEE DETAIL F SHEATHING H- %" SHEATHING EXTERIOR INTERIOR STEEL DOOR JAMB TIMBER DOOR ADA METAL THRESHOLD ADJUSTABLE SWEEP EXPANSION JOINT MATERIAL TOP OF FINISH FLOOR TOP OF WALKWAY �:L, SILL DETAIL 5 Scale: 1 1/2" =1'-0" M H - SIDING WITH BUILDING WRAP SHEATHING 2x4 1 OPLAR TRIM SHIPLAP SIDING I'Miti DOOR - Q DOOR - < DOOR - <3> DOOR - < r� - DOOR - SCHEDULE 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" 2j4' WOOD DECORATIVE DOOR W/ GLAZING 2O 3'-0" 7'-0" 2Y4 ` WASHERS, TWO PLACES WOOD DECORATIVE DOOR 3 3'-0" 7'-0" 1 s/w U op HQ/WOOD AFFIX ADA SIGNAGE PER CODE 4 3'-10" 6'-0" 2% it STEEL WROUGHT IRON GATE, DTL L/DT-3 -SHEETROCK 5 WINDOW SCHEDULE. HEADER, ROUGH CUT r �-��=} SYMBOL WIDTH HEIGHT SILL HEIGHT TYPE HEADER DETAIL JAMB DETAIL SILL DETAIL REMARKS WINDOW FRAME ® 3'-0" 3-0" 4'-0" FIXED A/MH-6 B/MH-6 B/MH-6 TEMPERED GLASS O 06 d 5'-0" 3'-8" 3'-10" FIXED A/MH-6 B/MH-6 B/MH-6 LJ rr © 6'-0" 3'-8" 3'-10" FIXED A/MH-6 B/MH-6 B/MH-6 CJ7 J �D 7-0" 4'-0" 3'-0" FIXED A/MH-6 B/MH-6 B/MH-6 TEMPERED GLASS U � Q 5'-0" 3-0" 3'-6" BAY C/MH-6 D/MH-6 E/MH-6 0 0 �F 6'-0" 3-0" 3=6" BAY C/MH-6 D/MH-6 E/MH-6 EXTERIOR INTERIOR r CORRUGATED `' VENEER CLIPS 5/8" TYPE "X" SHEETROCK CULTURED STONE VENEER WITH BASE MORTAR --6x8 HEADER 5/8" SHEATHING WITH BUILDING WRAP DOOR HEADER s`'$ RADIAL ARCH TRIMMED NAILERS STONES 5/8" PLYWOOD BOXING Ac;i7� L T -IN, SHAPED TO 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" =14 M H- STEEL DOOR JAMB TIMBER DOOR 2x6 DOOR FRAME OUT (INTERIOR SWING) 2x6 STUD WALL WITH WEATHER STRIP 1 SQUARE UP MORTAR AGAINST VENEER, TRUE TO DOOR JAMB EXTERIOR DOOR JAMB DETAIL Scale: 1 1/2" =1'-0" EXTERIOR INT E IOR SIDING 5/8" SHEATHING 2x6 STUD WALL CAULK LINE CRIPPLE STUDS TO DOUBLE PLATE 48 TIMBER FALSE HEADER 5/8 TYPE "X" ROUGH CUT SHEETROCK 1/2" LAG SCREW WITH- 6x8 HEADER MALLEABLE IRON v_r' -- .; WASHERS, TWO PLACES EACH SIDE OF HEADER ; CAULK LINE ST EL DOOR JAMB 2x4 TRIM =::::�! CAULK LINE :::::::Z -'r HEADER DETAIL rl� Scale: 1 1/2" =1'-0" MH- - STEEL DOR JAMB 2x6 D OR FRAME OUT STUD WALL TIMBER DOOR (EXTERIOR SWING) WITH WEATHER STRIP -2x4 STUD WALL TYPE "X"----' TYP "X" SHEETROCK SHEETROCK 4x6 HEADER FINISH NEATLY T0� STEEL DOOR JAMB DOOR FRAME HOLLOW CORE WOOD DOOR HEADER DETAIL 6 ............ . „. Scale: 1 1/2" =1'-0 :e.0 ::_ H= d,.. 42xDOOR FRAME OUT �iEETROCK }' f %" TYPEX'� kETROCK —STEEL DOOR JAMB HOLLOW CORE WOOD DOOR JAMB DETAIL r7 Scale: 1 112" =1'-0" M H - GLAZING WINDOW FRAME BACKER ROD & SEALAN' 1"x8" POPLAR TRIM - 2x6 PLATFORM CORRUGATED FRAMING VENEER CLIPS DECORATIVE BEAM ATTACH TO SEE DETAIL F SHEATHING H- %" SHEATHING EXTERIOR INTERIOR STEEL DOOR JAMB TIMBER DOOR ADA METAL THRESHOLD ADJUSTABLE SWEEP EXPANSION JOINT MATERIAL TOP OF FINISH FLOOR TOP OF WALKWAY �:L, SILL DETAIL 5 Scale: 1 1/2" =1'-0" M H - SIDING WITH BUILDING WRAP SHEATHING 2x4 1 OPLAR TRIM SHIPLAP SIDING I'Miti BUILDING WRAP Cq - SHEATHING 2x6 STUD WALL u, o Y2" LAG SCREW WITH MALLEABLE IRON ir -INSULATION �r o Z6 WASHERS, TWO PLACES co EACH SIDE OF HEADER jfro U op 6x8 HEADER 6x8 HEADER Co CD 48 TIMBER FALSE w -SHEETROCK 5 Co HEADER, ROUGH CUT �,:� -sir ..... •>;" �-��=} PPER PLATFORM m Un o co C/) It SHIM BACKER ROD & SEALANT ELI WINDOW FRAME SHEETROCK GLAZING HEADER DETAIL A Scale: 1 1/2" =1'-0" i -I - SILL AND TRI 2x6 DBL. SILL PLATE-, GLAZING WINDOW FRAME -- BACKER ROD &SEALANT--�,, 1"x4" TRIM BUILDING WRAP SHIPLAP SIDING SHEATHING 2x6 STUD FRAMING---.-._ JAMB DETAIL 2 JAM B/SILL DETAIL B Scale: 1 1/2" =1'-0" - Scale: 1 1/2,, =1'-0" H- i INSTALL INSULATION IN INACCESSIBLE LOCATIONS ONLY SHEETROCK LOWER PLATFORM, 4" PLYWOOD 2x6 PLATFORM FRAMING 2x6 DBL. SILL PLATE ,-----INSULATION SHIPLAP SIDING SHEATHING SILL DETAIL - BOX WINDOW Scale: 1 1/2" =1'-0" 2x6 CRIPPLE -SHEETROCK GLAZING 2x8 PLATFORM FRAMING WINDOW FRAME 2x4 NAILER BACKER ROD & 3/" SHEATHING SEALANT 1%8" TRIM 2x4 NAILER 3 SIDES 48" - 2x4 JOIST f 412 TIMBER �.,I @FALSE BEAM (� , l ! ' co, I k� W6LAG SCREWS ►= W/ WASHER 1/8" 12� `' 5/6" LAG SCREWS CAMBER >, 2x6 LET -IN" W/ WASHER 2x6 STUD 1'-10" 2'-32" SECTION F Scale: 1 1/21, =1'-0" H - SHEATHIN SHIPLAP SIDIN FLASHING— ROOFING------ ?x6 NAILER-----__ - - --- Scale: 1 1/2" =1'-0" H- o r vi c SHEETROCK Q WINDOW BOX SEAT 2x6 DBL. STUD , BEYOND I INSULATION ! ► I I "., eL WINDOW FRAME SHEATHING GLAZING SIDING BACKER ROD & SEALANT WINDOW FRAME/SILL BEYOND JAMB DETAIL rD Scale: 1 1/2" =1'-0" H- h.. m a -rrOpM LATHING 2x4 NAILER VALL STUD TIMBER BEAM "--2x6 "LET -IN" SECTION G Scale: 1 1/21',=11-011 H- DETAIL - WINDOW TRIM Scale: 1/2" =1'-0" I'Miti Cq - L u, o ir -INSULATION �r o Z6 co jfro U op 6x8 HEADER Co CD (D w -SHEETROCK 5 Co �,:� -sir ..... •>;" �-��=} PPER PLATFORM m Un o - - --- Scale: 1 1/2" =1'-0" H- o r vi c SHEETROCK Q WINDOW BOX SEAT 2x6 DBL. STUD , BEYOND I INSULATION ! ► I I "., eL WINDOW FRAME SHEATHING GLAZING SIDING BACKER ROD & SEALANT WINDOW FRAME/SILL BEYOND JAMB DETAIL rD Scale: 1 1/2" =1'-0" H- h.. m a -rrOpM LATHING 2x4 NAILER VALL STUD TIMBER BEAM "--2x6 "LET -IN" SECTION G Scale: 1 1/21',=11-011 H- DETAIL - WINDOW TRIM Scale: 1/2" =1'-0" I'Miti Cq - Cq u, o ir -INSULATION �r o Z6 co jfro U op 6x8 HEADER Co CD (D w -SHEETROCK 5 Co W o PPER PLATFORM m Un o co C/) It mpU C/)00 Co U ap - - --- Scale: 1 1/2" =1'-0" H- o r vi c SHEETROCK Q WINDOW BOX SEAT 2x6 DBL. STUD , BEYOND I INSULATION ! ► I I "., eL WINDOW FRAME SHEATHING GLAZING SIDING BACKER ROD & SEALANT WINDOW FRAME/SILL BEYOND JAMB DETAIL rD Scale: 1 1/2" =1'-0" H- h.. m a -rrOpM LATHING 2x4 NAILER VALL STUD TIMBER BEAM "--2x6 "LET -IN" SECTION G Scale: 1 1/21',=11-011 H- DETAIL - WINDOW TRIM Scale: 1/2" =1'-0" 'LAR i"A! DES E �� H- u_ SHEET NO. DETAIL BAY WINDOW H Scale: 1/2" =1'-0"H- { 3 /5 11 0 mil 1 1 09 1 NO 0 I ON I'Miti - tT1 �r jfro = I I CD o ti cc a 3 A omja�j m Un co 0 O 06 U) W w rlrin w LJ rr W � < 0 = z U m I CJ7 J 0 5 0 U � 06 rr 0 0 L� 4� 'LAR i"A! DES E �� H- u_ SHEET NO. DETAIL BAY WINDOW H Scale: 1/2" =1'-0"H- { 3 /5 11 0 mil 1 1 09 1 NO 0 I ON Mt , 1• 'y, t , l i a.ti., 1 ` . 4 , _r fir, , V. t'T'....x '..... L I EXIST. 1 WATER LINE REMOVE EXISTING SEWER LINE b9 w� STUB -OUT 00 oil I '•'�-',�r'� �� n � 10% �°' '. \\moo `�'_ ��:�.-� :�,V t 1001 ST 4t:E'RA - CLEANOUT T0,// EX1 i.HR SURFACE CONSTRUCT PRESSI�,�' E" , ' \> J CLEANOUT TO SURK CE , - 1 SEE DETAIL DUPLEX LIFT TATION _ VENT , :t SEE DETAIL PUMP - + PANEL 1„ ` SERVICE INTO BUILDING PROVIDE A, HOSE Bib IN LOCKING '- STAINLESS BOX �a j: - j `•: ; ; REMOVE EXCESS - t f EXIST. WATER LINE :> r ¢ f ,i ` tr t .1"'-,'. 00 �r -------------- cz Cn _-,-CONNECT TO EXIST. +' t 399.80 FL CATCH BASIN Y t 200 AMP ELEC. SERVICE ! I �• d'�, STUB -OUT ; % FOR TOILET SUB -PANEL "EP" D ; t , ! 2%„• STUB -OUT O t 2" ABS s - `�f" FOR SINK V SEE ELECTRIC PLAN .t j iti STUBOUT y > / FOR LAVATORY ( A,,TORY VENT TO ROOF °° t . Q SURAAOET AT SLAB .:., - } T- , T f ROUTE UTILITIES TO POINTS OF SERVICE WITHIN 100 tr f; J - j rI k t zy x s,- i S f'. •\ }1 6 �+S y. r. r a - I 4 R 'I J `'C t w I. i V O I , y J , , + SL / low ...--' , ? , t. v., , x r CONSTRUCT CATCH BASIN .% ,,-%';,` AND STORM DRAIN SEE DETAIL q n r-1 n /r— n r-11 n n I-0 n T Scale: 1/4" =1'-0" FINISH GRADE 4" PRESSURE CLEANOUT WYE TEE 22.5° CONNECT TO EXISTING 4" SEWER FORCE MAIN 10-0804 DUPLEX ALTERNATOR AND ALARM IN -WALL NEMA 4 STEEL LOCKABLE CABINET WITH BREAK RESISTANT WINDOW TO VIEW STATUS 4 -FLEX OUTDOC OUTLET WITH C 1-1/2" CONDUITS CRD FEEDS TO FROM PL OVABLE SSURE CAP LIFT STATION PUMP PANEL Scale: 1 1/2" =1'-0" WH UNION (2 EA.) 36" CLEAR OPENING SEWER FRAME & COVER 3 GATE VALVE (2 EA.) 3" CHECK VALVE PER PUMP �. MANUFACTURER (2 EA.) ELEV. 401.47 3" PIPING .6744T "DIA ;CoNC ' r GRADE RINGS 3"X3" TEE TURNED DOWN 45° 3" .SEWER ROUTE ELECTRICAL IN ---- CONDUIT TO LIFT, STATION PANEL LOCATED IN ADJACENT BLDG. WALL GRAVEL FILL AROUND ------;r PERIMETER OF LIFT STATION BASIN -4" SEWER PUMPS SHOWN IN . ROTATED VIEW TO SHOW BOTH REMOVE EXISTING ST NG PIPE i STUB -OUT AND CAP UNDISTURBED SUBGRADE OR ELEV. 395.42 COMPACT 6" TO 90% D ETAI L - LI FT STATI O N Scale: 1 1/2" =1'-0" U W i 4` -DUPLEX LIFT STATION, ZOELLER 910-0031 (M267 WITH 2 EA. 115V AUT - OMATI C PUM } PS 1 EA. 10 0804 ALTERNATOR AND 'ALARM, 1 EA. 31-11105 BASIN WITH 2" TRIM-TCHECK VALVAS EA. 30-0101 `T 1 SHEET Lfd OF 100 27 tJ` of r! E N >� } Q N U !Y N � !z a a U_ !iri) rn o0 } C Co ! ! } Co U Co Q � > 2 co i i� QLn❑ '00 m d= } o Co } co �00 c� (Y) C)0c) a C r 0(o } ® 5 a c 1 o0 I U W i 4` -DUPLEX LIFT STATION, ZOELLER 910-0031 (M267 WITH 2 EA. 115V AUT - OMATI C PUM } PS 1 EA. 10 0804 ALTERNATOR AND 'ALARM, 1 EA. 31-11105 BASIN WITH 2" TRIM-TCHECK VALVAS EA. 30-0101 `T 1 SHEET Lfd OF 100 27 1 } Q !z !iri) } , ! ! } I Q � > 2 co IN QLn❑ } } �CE a } i a 1 I i 0 W I w j 1 1 2" CONDUITS TO } } t ! },5 N ! a PUMP PANEL 2"VENT UP THRU ! } ADJACENT BLDG. ! j I ; m WALL T ` -Cr > 11 � O I N a C �0 oma m{� 0 0 omQo Z EA. O Q.. t:::TUNION$,2 LL Wi- U W --� 0 4". INLET Q I Co LL 06 O ELEV. 398.76 W U W i 4` -DUPLEX LIFT STATION, ZOELLER 910-0031 (M267 WITH 2 EA. 115V AUT - OMATI C PUM } PS 1 EA. 10 0804 ALTERNATOR AND 'ALARM, 1 EA. 31-11105 BASIN WITH 2" TRIM-TCHECK VALVAS EA. 30-0101 `T 1 SHEET Lfd OF 100 27 EXPOSED FLOOR`CEIL JOISTS — I NORTH MAIN ROOM INTERIOR ELEVATIONA Scale: 1/4" =1'-0" H - GYPSUM ) CEILING PURLINS GYPSUM EXPOS SHORTENED AT ENTRANCE )"X71IGHTED "EXIT" GN, CENTERED AND OUNTED ABOVE DOOF INTERIOR ELEVATION E Scale: 1/4" =1'-0" H - EAST — MAIN ROOM INTERIOR ELEVATION OSED TRUSS, TYP. FIC DIRECTIONAL "EXIT" CENTERED AND TED ABOVE DOOR Scale: 1/4" =1'-0" NISI-` FLOOR K16 EAM NORTH - ENTRANCE INTERIOR ELEVATION C Scale: 1/4" =1'-0" }-I- 7 .. I 1111C11111111111111111 IN 1 INTERIOR EL VATION rr Scale: 1/4' =1'-0" H 3/4" AC PLYWO CUT AT RADI TO MATCH SIDE CASI CAULK & F EAST - ENTRANCE INTERIOR ELEVATION D Scale: 1/4" =1'-0" H- ® INTERIOR SYM, 7� ITEM DETAIL 1� WINDOW TRIM A&B/MH-6 DUPLEX WALL RECEPTACLE DO R TRIM 1/MH-6 (g WAI11,JSCOT WITH CHAIR RAIL H/MH-10 ® HVA COIL UNIT - PKA-A36FA B&C/E-1 5U HVA COIL UNIT - PKA-A36 B&C/E-1 7 .. I 1111C11111111111111111 IN 1 INTERIOR EL VATION rr Scale: 1/4' =1'-0" H 3/4" AC PLYWO CUT AT RADI TO MATCH SIDE CASI CAULK & F EAST - ENTRANCE INTERIOR ELEVATION D Scale: 1/4" =1'-0" H- ® GUARD RAIL A-E/MH-5 7� LIGHT FIXTURE - FLUORESCENT WALL MOUNT B&C/E-1 t8 LIGHT FIXTURE - FLUORESCENT CEILING MOUNT B&C/E-1 tD DUPLEX WALL RECEPTACLE B&C/E-1 10 CABINET ALCOVE WITH BARSINK C/MH-9 11 HANDRAIL PER ADA SEE SPECS ORESHORTENED EILING AT NTRANCE z� N U U oo �< C? Z5 U) W 0 0 r Q0 (y) U (y) T b 5; CO cfj O bt1 ( 2i Im z i I p cf) { t i iF— `X f I W'o 3 f f tjjjl l R 2- iC u- 0 4❑ (z Io 1 o i11 Iol 'I oI s Jf f # u f [ o � F -Iz f m iLL Oo N D m UfQ R o b °m .mom a n� 0 °!n W LL W t;n UD Ir 5 W O Q F M J LL --I O 5 I- -i, INTERIOR FINISH SCHEDULE Room/Area Floor Base Wainscot Wall Ceiling Remarks C.411 ' z� N U U oo �< C? Z5 U) W 0 0 r Q0 (y) U (y) T b 5; CO cfj O bt1 ( 2i Im z i I p cf) { t i iF— `X f I W'o 3 f f tjjjl l R 2- iC u- 0 4❑ (z Io 1 o i11 Iol 'I oI s Jf f # u f [ o � F -Iz f m iLL Oo N D m UfQ R o b °m .mom a n� 0 °!n W LL W t;n UD Ir 5 W O Q F M J LL --I O 5 I- -i, INTERIOR FINISH SCHEDULE Room/Area Floor Base Wainscot Wall Ceiling Remarks ' m CL Ei CL Q V 8 7E q = — 0- j� C Ci MAIN ROOM 9'-0" Colored and Stamped -See Specifications ENTRANCE Colored and Stamped -See Specifications WET BAR • . Varies . . Colored and Stamped -See Specifications UNISEXTOILET . . . . . 9'-0" . Slope Floorto Floor Drain ELECTRIC ROOM 9'-0" STAIRS . Vaires . HeavyT imber Below Middle Landing 1.2ND FLOOR . Varies . Laminate Flooring - See Specifications SHEET n o OF 11 OF 27 mi FORESHORTENE I WAl ELECTRIC HANDDRYEF 1-%Lj% I I LL 1 I N f -%l CJI I I V I. AT THRESHOLD PLUMBING FIXTURE SCHEDULE ITEM MANUFACTURER CATALOG NO. REMARKS Toilet Bradley WC7249FM Accessories: PSEAT, LCMFV (flush valve) Lavatory Elkay WCLW01923OSDC Accessories: LK232SBH5* (faucet), LKAD174* (drain) Bar Sink Kohler K-3382-1 Accessories: K-8801 (strainer), K-10433- (faucet) Water Heater Stiebel Eitron Mini 2 - Item #231045 Tankless Point -of -Use -Two (2)Required d- *Fumished Complete with Lavatory GENERATOR ACCESS DOORS ELEVATION B Scale: 1/2" =1'-0" H- SOLID PANEL ABOVE DOOR NAINSCOT TILE WALLS TILE FLO( & BAS ACCESSORY SCHEDULE ITEM MANUFACTURER CATALOG NO. REMARKS Hand Dryer Bobrick B-7128 Mount at Recommended ADA Height ToiletTissue 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 d- SHEET I JO. o uVu u LJ 00 I 7 00 w 27 -- N N N 0 OI N C, v ; S 0 m N` U N N io m 2 p� OPEN SHELF U 00 C CO W D U� _C: z W_ w LLW -17 C/)U a� U_ w 0 UNDER m m W0 � LL �i GENERATOR ACCESS DOORS ELEVATION B Scale: 1/2" =1'-0" H- SOLID PANEL ABOVE DOOR NAINSCOT TILE WALLS TILE FLO( & BAS ACCESSORY SCHEDULE ITEM MANUFACTURER CATALOG NO. REMARKS Hand Dryer Bobrick B-7128 Mount at Recommended ADA Height ToiletTissue 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 d- TILE BACKSPLASH -3'-0"x7'-0" DBL. & TILE COUNTER DOORS W� VANDAL GFI — DUPLEX WALL- RESISTAN GLAZING RECEPTACLE & LOCK PER SPEC. --SILL PLATE 2'-3» 3'-1» S.S. Mal RECESSED MULTI ROIL TOILET TISSUE DISPENSER BRADLEY ADA FRONT -M UNTED STAINLESS STEELITOILET W/ FLUSM' VALVE UNISEX RESTROOM* Scale: 1/2" =1'-0" ------FLUORESCENT LIGHT SEE ELECTRICAL PL) co 12" i KOHLER SINGLE CON- SPRAYOKI CHEN UT SINK FAUCET KOHLER 20"x20" o B�R SiNKNT S.S. STIEBEL-ELTRON= 'MINI 2' TANKLESS. WATER HEATER' GFI - DUPLEX WAI RECEPTACLE WET BAR ALCOVE ELEVATION C Scale: 1/2" =1'-0" H-9 I 4 7 7 11-0„ 3,-6,> 2'— 0" O ADA LAVATORY CLEARANCE SOUTH ADJUSTABLE STEEL SHELVIN STRIPS RECESSED INT MELAMINE CABINET WAL TRIM FRONT FACE 0 SHELF TO MATC CABINET DOOR FINIS CABINET SIDEWALLS TO BE MELAMINE, WHITE FINISH 3" 1112 TOE KICK, 2"DEEPx4" HT. THINWALL DRYWALL SIMULATED PLASTER FINISH WITH ENAMEL PAIN, TYP. 6" '-5" MIN. BOBRICK MIRRORW STAINLESS SAL CHANNEL FRAME ELKAY WALL—MOUNT ADA STAINLESS STEEL LAVATORY W/ FAUCET AND OVERFLOW x ilei Vol X Q z z V z < ;? to } d N ri d- SHEET I JO. o uVu u LJ 00 I 7 00 w 27 -- N N N 0 OI N C, v ; S 0 m N` U N N io m 2 p� OPEN SHELF U vco 0' C CO W D U� _C: z W_ w LLW -17 C/)U a� U_ w 0 UNDER m m W0 � LL �i d -CO F_ v� w U WCO O T T 08 (n w 122 vj C o0 ------FLUORESCENT LIGHT SEE ELECTRICAL PL) co 12" i KOHLER SINGLE CON- SPRAYOKI CHEN UT SINK FAUCET KOHLER 20"x20" o B�R SiNKNT S.S. STIEBEL-ELTRON= 'MINI 2' TANKLESS. WATER HEATER' GFI - DUPLEX WAI RECEPTACLE WET BAR ALCOVE ELEVATION C Scale: 1/2" =1'-0" H-9 I 4 7 7 11-0„ 3,-6,> 2'— 0" O ADA LAVATORY CLEARANCE SOUTH ADJUSTABLE STEEL SHELVIN STRIPS RECESSED INT MELAMINE CABINET WAL TRIM FRONT FACE 0 SHELF TO MATC CABINET DOOR FINIS CABINET SIDEWALLS TO BE MELAMINE, WHITE FINISH 3" 1112 TOE KICK, 2"DEEPx4" HT. THINWALL DRYWALL SIMULATED PLASTER FINISH WITH ENAMEL PAIN, TYP. 6" '-5" MIN. BOBRICK MIRRORW STAINLESS SAL CHANNEL FRAME ELKAY WALL—MOUNT ADA STAINLESS STEEL LAVATORY W/ FAUCET AND OVERFLOW GFI - DUPLEX RECEPT STIEBEL-ELTRON w11111 TANKLESS WATER HEATER CABINET DETAIL ACCESSIBLE R SIGNAGE, MOUNT i LEVER HANDLE WITH "OCCUPIED" I' WEST I DR MOULDING TO ALLOW GER OPENING (NO CABINET _LS/KNOBS) COMPOSITE DOORS CONSTRUCTED OF NATURAL WOOD, NO. 1 PINE TO EMULATE WAINSCOT ON WALL WITH SELF—CLOSING EUROPEAN STYLE HINGES. RESTROOM SIGNAGE ELEVATION rD Scale: 1/2" =V-0" IV,V-9 x ilei X Q z z V z < ;? to } d N ri d- SHEET I JO. o uVu u LJ 00 I 7 00 w 27 -- N N N GFI - DUPLEX RECEPT STIEBEL-ELTRON w11111 TANKLESS WATER HEATER CABINET DETAIL ACCESSIBLE R SIGNAGE, MOUNT i LEVER HANDLE WITH "OCCUPIED" I' WEST I DR MOULDING TO ALLOW GER OPENING (NO CABINET _LS/KNOBS) COMPOSITE DOORS CONSTRUCTED OF NATURAL WOOD, NO. 1 PINE TO EMULATE WAINSCOT ON WALL WITH SELF—CLOSING EUROPEAN STYLE HINGES. RESTROOM SIGNAGE ELEVATION rD Scale: 1/2" =V-0" IV,V-9 m ilei to ,f V ;? to } d N ri SHEET I JO. o uVu u LJ 9 I 7 00 w 27 -- 0 OI N C, v ; S 0 m N` U N N io m 2 p� Er U vco 0' C CO W D U� _C: z W_ w LLW -17 C/)U a� U_ w 0 m m W0 � LL �i d -CO F_ v� w U WCO O T T 08 (n w 122 vj C o0 m ilei to V O� SHEET I JO. uVu u LJ 9 I 7 OF 12 OF 27 OI N C, v ; S 0 m m N N io m 2 p� 50, o io J W D z W_ w LLW -17 C/)U w 0 m J � LL �i d F_ U 0 O Cc (n w 122 V O� SHEET I JO. uVu u LJ 9 I 7 OF 12 OF 27 0I -Z 00 i TOP STEP TO SPAN ENTIRE LANDING TOP OF LANDING C) 2x12 FLOOR JOISTS STRUCTURAL HANGAR -STRUCTURAL HANGER 11 �" 4 TOP OF FINISH FLOOR 1)/8"PLYWOOD SUBFLOOR 412 FLOOR JOIST Y4 ROUND 2x TREADS & RISERS SEE DETAIL g MH -10 2x12 STRINGER, 4 REQUIRED 10x12 TIMBER STEPS SEE DETAIL MH -10 v-STRUCTU HANGER 1' 2x12 STRINGER, 4 REQUIRED ANCHOR 1ST STEP, RIP PLATE TO 65/" RISE SECTION - STAIRS A 1 x12" CLEAR PINE INVERTED FINISH STRINGER Y" QUART ROUND MOLDI 2x6 OUTSIDE WALL JI Ivl\ i vvnL-L. BOTTOM PLATE Y4" QUARTER OUND MOLDING Y"x2Y" LAG SCREW WITH MALLEABLE IRON WASHERS @ 2' O.C. 2x8 WHITE FIR ROUGH CUT, BELT SAND HALF DEPTH, Y" CHAMFER EDGES 2x4 TOP PLATE ON SHORT WALL 2x2 CHAIR RAIL 2x4 FLOOR OR CEILING JOIST OR PURLIN 8" DRYWALL WITH - ' Y4" QTR. ROUND THINWALL SIMULATED PINE MOLDING ON PLASTER FINISHFULL PERIMETER BOTTOM CHORD OF TRUSS OR BEAM -- DETAIL - CEILING FINISH I Scale: 1-1/2" =1'-0" STEEL GUARDRAIL SEE DETAIL 6N ' MH -5 \ It 0 ' z � � Z C14 Scale: 1/2" =1'4" WL -1,111) SCREW MOUNT PLATE TO BOTTOM OF � S FETY STAR NOSi G TY 24H, COLOR BLACK. ROUT O TREAD 1" PLANE 2x TREAD�- --- ADRIE AT _- ATI EDGES` 2" CONSTRUCTION POCKET SCREWS @ 8" 0.C. 0 2Y" CONSTRUCTION i; ' SCREWS ©8" O.C. ; , ''" ATTACH TREADS TO STRINGERS WITH 3"x3" ANGLE CLIPS APPLY CONSTRUCTION GLUE ALONG STRINGERS 2x12 STRINGERS DETAIL - UPPER STAIR RUN B Scale: 1-1 /2" =1'-0" H-10 POST WITH 5 EACH 3 CONSTRUCTION SCREWS, PROVIDE PILOT HOLES POST MOUNTING PLATE SEE DETAIL F ROUTE OUT Y" DEEP FOOTPRINT IN SUBf1 FLOORING FOR POST SCREW MOUNT POST VIA PLATE MOUNTING PLATE, SHIM AS 1, ,e ; WITH 4 EACH. 3" CONSTRUCTION REQ'D. TO PLUMB POST SCREWS, PROVIDE PILOT HOLES ENSURE BLOCKING l.. AVAILABLE FOR FULL }, <\ SCREW CONNECTION 6x6 RAILING POST FLOORING TRANSITION MOLDING 3 SIDES OF POST, MITERED Y4" QTR. ROUND ON '-- FINISH LAMEN TE FLOORING PERIMETER OF POST x 1Y" T&G SUB LOOR `-SAFETY STAR NOSING TYPE 24H, COLOR BLACK. ROUTE INTO TREAD G j 2" CONSTRUCTION - Y4"R POCKET SCREWS t @ 8" O.C. ti ATTACH STEPS ATTACH BOTTOM STEP TO STRINGERS WITH - WALL PLATE ON WALL SIDE 3"x3" ANGLE CLIPS " WITH 3"x3" ANGLE CLIPS 2x12 �' ' { SET 1ST STEP ON STRINGERS `_���� _�_� - �-_� ,.e;' LEVELING GROUT e 1 ANCHOR PLATE APPLY CONSTRUCTION ATTACH BOTTOM STEP TO FLOOR ANGLE CLIP, 4 EA. GLUE ALONG STRINGERS WITH 3"x3" CONCRETE ANCHORS REQ'D. DETAIL - LOWER STAIR RUN Scale: 1-1/2"=V-0" 2x12 STRINGERS UPPER STAIRS DOUBLE STUD UNDER 10x12 2x12 STRINGERS FOR LOWER STAIRS 2x4 DOUBLE STUD 3,_2�„ "x4" CLEAR PINE 4 ROUTED EDGE z; Y4 x4" CLEAR PINE t ' APRON, Y4" CHAMFER\\ 4" QTR. ROUND BOTTOM EDGE ,,f``- PINE MOLDING %" 2x4 JOISTS DRYWALL WITH 6x BEAM THINWALL SIMULATED PLASTER FINISH DETAIL - BALCONY POST MO NT E Scale: 1-1/2" =1'-0" H-10 NO FLANGE FOR POST MOUNTING TO WOOD FLOOR OR STEPS FULL FLANGE FORS •F------� POST MOUNTED ON '� ------ ---- -�" CONCRETE ONLY --- -�—� Y' COUNTERSUNK ---,,,,,- HOLES ON BOTTOM OF PLATE - – "—; ,f,100 I Y" COUNTERSUNK 64 a HOLES ON TOP 7„ OF PLATE rnIoo DETAIL - POST PLATE F Scale: 3" =1'-0" �_i BASE PLATE 1Y4" O.D. STEEL - HANDRAIL, TYP. J"X3" CONSTRUCTION G SCREWS, PILOT DRILL PILOT DRILL Y" QTR. ROUND MOLDING ALL HOLES ; ON PERIMETER OF POST r 2x4 STUD 16' -- ' SHORT WALL 1; `aY4" POST MOUNT PLATE SEE DETAIL F \ 1» , ' MH -10 ROUTE TIMBER STEP DOWN ' Y" FOR PLATE RECESS /. -JAZ 10x12 LANDING STEP Z� Y4" QUARTER ROUND --------i ' 1x12 CLEAR PINE FINISH STRINGER i 3l -5l) DETAIL -STAIR LANDING D Scale: 1-1/2" =1'-0" H-1 WAINSC( BASE WITH QUARTER ROUND MOLDING Y"x4" 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 Y4" 1x4 CLEAR PINE WINDOW CASING ,,—lx CLEAR PINE WINDOW FINISH, SIDES AND TOP 1X16" CLEAR PINE WINDOW SILL 1x4 CLEAR PINE APRON, Y" CHAMFER 3 REVEALED EDGES DETAIL -INTERIOR WINDOW TRIM Scale: 1-1/2" =1'-0" fE NOTCH TO :IVE WAINSCOT INE CORNER MOLDING OR OUTSIDE CORNERS DRYWALL WITH THINWALL AULATED PLASTER FINISH 2 CLEAR PINE IAIR RAIL 4 CLEAR PINE 'RON, Y4" CHAMFER ►TTOM EDGE dNSCOT PINE PLANKS, ADED 516"01Y6" 3) CLEAR PINE BASE, CHAMFER TOP FACE QTR. ROUND EAR PINE MOLDING DETAIL - WALL TRIM//_H Scale: 1-1/2" =1'-0" �_i17s, 3 Ij 0 0 0 Co N w _ <:j a � .c U U C L33 0° -co C: .0) W -> m 0) mCo Co C r o C.0 Q0 N o O �IL a e � � Q. ' ! U) I Lu Q { Li! I o 1.9 I j ' 0;8 z cc I 4{oit z I ! I ( I- fj� l ' N !o _. �. _ o mU�Qo o '- OI�� �� N Io =la SI o.o Cn D —j W Q LL c/)co o rr O e 3t T CJ) M J z O 8" DRYWALL WITH - ' Y4" QTR. ROUND THINWALL SIMULATED PINE MOLDING ON PLASTER FINISHFULL PERIMETER BOTTOM CHORD OF TRUSS OR BEAM -- DETAIL - CEILING FINISH I Scale: 1-1/2" =1'-0" STEEL GUARDRAIL SEE DETAIL 6N ' MH -5 \ It 0 ' z � � Z C14 Scale: 1/2" =1'4" WL -1,111) SCREW MOUNT PLATE TO BOTTOM OF � S FETY STAR NOSi G TY 24H, COLOR BLACK. ROUT O TREAD 1" PLANE 2x TREAD�- --- ADRIE AT _- ATI EDGES` 2" CONSTRUCTION POCKET SCREWS @ 8" 0.C. 0 2Y" CONSTRUCTION i; ' SCREWS ©8" O.C. ; , ''" ATTACH TREADS TO STRINGERS WITH 3"x3" ANGLE CLIPS APPLY CONSTRUCTION GLUE ALONG STRINGERS 2x12 STRINGERS DETAIL - UPPER STAIR RUN B Scale: 1-1 /2" =1'-0" H-10 POST WITH 5 EACH 3 CONSTRUCTION SCREWS, PROVIDE PILOT HOLES POST MOUNTING PLATE SEE DETAIL F ROUTE OUT Y" DEEP FOOTPRINT IN SUBf1 FLOORING FOR POST SCREW MOUNT POST VIA PLATE MOUNTING PLATE, SHIM AS 1, ,e ; WITH 4 EACH. 3" CONSTRUCTION REQ'D. TO PLUMB POST SCREWS, PROVIDE PILOT HOLES ENSURE BLOCKING l.. AVAILABLE FOR FULL }, <\ SCREW CONNECTION 6x6 RAILING POST FLOORING TRANSITION MOLDING 3 SIDES OF POST, MITERED Y4" QTR. ROUND ON '-- FINISH LAMEN TE FLOORING PERIMETER OF POST x 1Y" T&G SUB LOOR `-SAFETY STAR NOSING TYPE 24H, COLOR BLACK. ROUTE INTO TREAD G j 2" CONSTRUCTION - Y4"R POCKET SCREWS t @ 8" O.C. ti ATTACH STEPS ATTACH BOTTOM STEP TO STRINGERS WITH - WALL PLATE ON WALL SIDE 3"x3" ANGLE CLIPS " WITH 3"x3" ANGLE CLIPS 2x12 �' ' { SET 1ST STEP ON STRINGERS `_���� _�_� - �-_� ,.e;' LEVELING GROUT e 1 ANCHOR PLATE APPLY CONSTRUCTION ATTACH BOTTOM STEP TO FLOOR ANGLE CLIP, 4 EA. GLUE ALONG STRINGERS WITH 3"x3" CONCRETE ANCHORS REQ'D. DETAIL - LOWER STAIR RUN Scale: 1-1/2"=V-0" 2x12 STRINGERS UPPER STAIRS DOUBLE STUD UNDER 10x12 2x12 STRINGERS FOR LOWER STAIRS 2x4 DOUBLE STUD 3,_2�„ "x4" CLEAR PINE 4 ROUTED EDGE z; Y4 x4" CLEAR PINE t ' APRON, Y4" CHAMFER\\ 4" QTR. ROUND BOTTOM EDGE ,,f``- PINE MOLDING %" 2x4 JOISTS DRYWALL WITH 6x BEAM THINWALL SIMULATED PLASTER FINISH DETAIL - BALCONY POST MO NT E Scale: 1-1/2" =1'-0" H-10 NO FLANGE FOR POST MOUNTING TO WOOD FLOOR OR STEPS FULL FLANGE FORS •F------� POST MOUNTED ON '� ------ ---- -�" CONCRETE ONLY --- -�—� Y' COUNTERSUNK ---,,,,,- HOLES ON BOTTOM OF PLATE - – "—; ,f,100 I Y" COUNTERSUNK 64 a HOLES ON TOP 7„ OF PLATE rnIoo DETAIL - POST PLATE F Scale: 3" =1'-0" �_i BASE PLATE 1Y4" O.D. STEEL - HANDRAIL, TYP. J"X3" CONSTRUCTION G SCREWS, PILOT DRILL PILOT DRILL Y" QTR. ROUND MOLDING ALL HOLES ; ON PERIMETER OF POST r 2x4 STUD 16' -- ' SHORT WALL 1; `aY4" POST MOUNT PLATE SEE DETAIL F \ 1» , ' MH -10 ROUTE TIMBER STEP DOWN ' Y" FOR PLATE RECESS /. -JAZ 10x12 LANDING STEP Z� Y4" QUARTER ROUND --------i ' 1x12 CLEAR PINE FINISH STRINGER i 3l -5l) DETAIL -STAIR LANDING D Scale: 1-1/2" =1'-0" H-1 WAINSC( BASE WITH QUARTER ROUND MOLDING Y"x4" 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 Y4" 1x4 CLEAR PINE WINDOW CASING ,,—lx CLEAR PINE WINDOW FINISH, SIDES AND TOP 1X16" CLEAR PINE WINDOW SILL 1x4 CLEAR PINE APRON, Y" CHAMFER 3 REVEALED EDGES DETAIL -INTERIOR WINDOW TRIM Scale: 1-1/2" =1'-0" fE NOTCH TO :IVE WAINSCOT INE CORNER MOLDING OR OUTSIDE CORNERS DRYWALL WITH THINWALL AULATED PLASTER FINISH 2 CLEAR PINE IAIR RAIL 4 CLEAR PINE 'RON, Y4" CHAMFER ►TTOM EDGE dNSCOT PINE PLANKS, ADED 516"01Y6" 3) CLEAR PINE BASE, CHAMFER TOP FACE QTR. ROUND EAR PINE MOLDING DETAIL - WALL TRIM//_H Scale: 1-1/2" =1'-0" �_i17s, 3 Ij 0 0 0 Co N w _ <:j a � .c U U C L33 0° -co C: .0) W -> m 0) mCo Co C r o C.0 Q0 N o O �IL a e � � Q. ' ! U) I Lu Q { Li! I o 1.9 I j ' 0;8 z cc I 4{oit z I ! I ( I- fj� l ' N !o _. �. _ o mU�Qo o '- OI�� �� N Io =la SI o.o Cn D —j W Q LL c/)co o rr O T T CJ) M J z O _LL J 75U- O . - CoOF CE 13 OR < U Cl) v SHEET O . - CoOF 13 OR 27 ,I- r— cli C\1 T— L a n d s c a e f o r m s 431 LAWMI AVE RNKKI 800- "c546 KkMAR, 10 49048 FAXt 269 - TITLE= PRESS STRAIGHT FLAT 4 SEAT DESIR PRESM111 PATENTS B -383A27 n 11 1/2" SURFACE MOUNT PLACEMENT rA"� Scale: 1/4" = V-01' \,DT -1/ 1/2" TYP. SPACING TOP VIEW 1 Y4" DIA. TUBE FRAME 2 Y2- DIA. TUBE SUPPORT 9211 FRONT VIEW DETAIL - PARK BENCH K"B_� Scale: 3/4" = V-0" \,.DT-lj N% ---O DETAIL - BENCH PLACEMENT I Scale: 1/4" = V-0" \,DT-1� 85" 111 8 4 2" STD PIPE WELDED TO BOTTOM OF BASE PLATE EDGE OF 3/4"X1-5/8" SLOT IN TOP PLATE, 2 EA. 7/161, HOLES IN ADA RAMP BASE PLATE, CENTERED ON HASPE POSITION RELIANCE FOUNDRY CO. R7589 DUCTILE IRON IDRAIL BOLLARD 1"X32"FASTENING ROD, NUTS AND WASHERS FROM BOLLARD MANUFACTURER 4.500" OD SCH 40 STEEL PIPE. RUNS TO BOTTOM OF 5" PIPE 0 C\j C\j 3/8" TOP PLATE 4 5/16" STEEL 5/8" BASE ROD BENT FOR %HASPE PLATE C01004 6" O.D. SURFACE MOUNT SIDE VIEW PLATE WITH THREE 9/16" HOLES UNDER COVER PLATE LUO)i ANCHOR WITH 3/8"x4" S.S. EXPANSION ANCHORS SLOT ON EACH SIDE OF PIPE 2k (2 RQD.) FOR WRENCH ACCESS 2 2" EACH SLOT DETAIL - BO -LARD HASPE AND BASE I I Scale: 3" = V-0. 1/4"X1 -7/8" DIA. PLATE 2-1/2" SCH 40 STEEL PIPE FOR HASPE RECESS 3000 PSI CONCRETE COLOR 1/2" EXPANSION AND TEXTURE PER LEGEND, JOINT MATERIAL PROVIDE EXPANSION SEE DETAIL(T_-� Co C9 JOINTS AT 60' MIN. w � U-1 0 E PROVIDE E E E S CONCRETE R X A L P T E EXPANSION LEGEND, D SION 6 0,2 MIN TOP OF MI Typ 1% MIN. 2% TYP. SIDEWALK/PLAZA '2 Co cc 77 7 CD (o Ct Cn Co Co SUBGRADE TO 90% D OF MAX. REL. DENSITY (D 4) u - DETAIL - SIDEWALKKE Scale: 1/2 =11-0"\,DT-1LLJ 0 > U) It (y) C� oo 01) NEATLY CAULK TOP -5 cr) OF JOINT C? 2 TOP OF SIDEWALK 0 TOP OF SIDEWALK/PLAZA SAFETY RAILING 3000 PSI CONCRETE COLOR AND TEXTURE PER LEGEND, PROVIDE EXPANSION JOINTS AT 60' MIN. JOINT MATERIAL 1/2" EXPANSION SEE DETAIL/`_H 1%MIN. -2%TYP. EXIST. CANAL PERIMETER WALL 11 7 7 EXIST. COBBLE EDGE OF CANAL n( COMPACT 6110E SUBGRADE TO 90% OF MAX. REL. DENSITY DETAIL - SIDEWALK Scale: 1/2 =1'-0" TOP OF POND WALL 112" EXPANSION JOINT MATERIAL k*i elm co ir 0 i�:I rL U8 :3 0 < Q co 9C> 0 00 3/8" TOP PLATE rr 5/8" BASE PLATE I oV 115 IL A "wE lo x W §11,1P A SEE DETAIL 444BARS WITH W #3 HOOPS uj _j W < C\j F— 5.563" OD SCH 80 STEEL U) ui __j ::D PIPE SLEEVE 0 CONCRETE BASE 75 W0 _j F_ _j Lu U- C/) < cr_ r) LLJ 1/4" BOTTOM PLATE 5/8" DIA. SOLID 1'-0" DIA. ROD SEAT INSERT 0 it 'IECTION ALL FABRICATED STEEL LEL 1,1 EMS TO BE HOT DIPPED GALVANIZED DETAIL - REMOVABLE BOLLARD 123/4" N r— Scale; 1" = V-0" C\j 3/8" TOP PLATE 4 5/16" STEEL 5/8" BASE ROD BENT FOR %HASPE PLATE C01004 6" O.D. SURFACE MOUNT SIDE VIEW PLATE WITH THREE 9/16" HOLES UNDER COVER PLATE LUO)i ANCHOR WITH 3/8"x4" S.S. EXPANSION ANCHORS SLOT ON EACH SIDE OF PIPE 2k (2 RQD.) FOR WRENCH ACCESS 2 2" EACH SLOT DETAIL - BO -LARD HASPE AND BASE I I Scale: 3" = V-0. 1/4"X1 -7/8" DIA. PLATE 2-1/2" SCH 40 STEEL PIPE FOR HASPE RECESS 3000 PSI CONCRETE COLOR 1/2" EXPANSION AND TEXTURE PER LEGEND, JOINT MATERIAL PROVIDE EXPANSION SEE DETAIL(T_-� Co C9 JOINTS AT 60' MIN. w � U-1 0 E PROVIDE E E E S CONCRETE R X A L P T E EXPANSION LEGEND, D SION 6 0,2 MIN TOP OF MI Typ 1% MIN. 2% TYP. SIDEWALK/PLAZA '2 Co cc 77 7 CD (o Ct Cn Co Co SUBGRADE TO 90% D OF MAX. REL. DENSITY (D 4) u - DETAIL - SIDEWALKKE Scale: 1/2 =11-0"\,DT-1LLJ 0 > U) It (y) C� oo 01) NEATLY CAULK TOP -5 cr) OF JOINT C? 2 TOP OF SIDEWALK 0 TOP OF SIDEWALK/PLAZA SAFETY RAILING 3000 PSI CONCRETE COLOR AND TEXTURE PER LEGEND, PROVIDE EXPANSION JOINTS AT 60' MIN. JOINT MATERIAL 1/2" EXPANSION SEE DETAIL/`_H 1%MIN. -2%TYP. EXIST. CANAL PERIMETER WALL 11 7 7 EXIST. COBBLE EDGE OF CANAL n( COMPACT 6110E SUBGRADE TO 90% OF MAX. REL. DENSITY DETAIL - SIDEWALK Scale: 1/2 =1'-0" TOP OF POND WALL 112" EXPANSION JOINT MATERIAL k*i elm co ir 0 i�:I rL U8 :3 0 < Q co 9C> 0 00 ti N rr IL LLJ U) uj _j W < LIJ F— U) ui __j ::D r-) 0 75 W0 _j F_ _j Lu U- C/) < cr_ r) LLJ 'Ile U- 0 it C) — k- st WN lzt � SHEET 0. [DUE I OF 14 OF 27 r wlln 1 L vn r%F V I\V VLIJ L-WPSL. PLAN V-8" SQR SLOPE PLANTER TO INLET---,, 4--#4 BARS, CENTERED CAST -IN-PLACE Y' CONCRETE BASEui,4st'r,*, ------- 24" -_2-4" SQR 12" PVC SDR 35 STORM DRAIN PIPE WITH 90' ELBOW 1Y" HANDRAIL WITH MIDRAIL WARNING CURB— CONTINUOUS LENGTH OF RAMP FINISH GRAD — E d' LntJ I11W RL I MNINV WILL PRECAST CATCH BASIN WITH GALVANIZED BAR GRATING, CHRISTY V12 WITH V12 -71W GRATE OR APPROVED EQUAL. SECTION DETAIL - CATCH BASIN A Scale: 3/4" = 11-0" DT -2 1Y" HANDRAIL WITH MIDRAIL „ „ II 00 I I Co II , z3000 PSI CONCRETE COLORED RETAINING WALL 611 i N � r—AND TEXTURED PER PLAN WITH BRICK TOP I i CY) it COMPACT 6" OF SUBGRADE TO _0" 90% OF MAX. REL. DENSITY 1 SECTION - TYPICAL RAMP EDGE Scale: 3/4" = 11-011 ao I, WALL FOOTING �I 3000 PSI CONCRETE COLORED AND TEXTURED PER PLAN 7/7 77 .. NN COMPACT 6" OF SUBGRADE TO 5" 90% OF MAX. REL. DENSITY 1'-6" Y2" EXPANSION JOINT MATERIAL SECTION - RAMP AT WALL f C� Scale: 3/4" = 1'-01 1 �I I 3 A. REMOVABLE BOLLARDS SEE DETAIL C G a - ---. WROUGHT IRON FEN E DT -1 �1 WITH BOLLAR S �{ SEE DETAIL A RETAINING WALL , DT -3 BRICK TOP 1� a ✓ _ - 3 ----- 3 — 3- - — NT HANDRAIL 3 o (-PLANTER- SEE DETAIL Ci DT -3 CV d 3 ,VI 3 3 } a -- - 7 il�_ < :v E S�._S AIRS- ,' �? n . ':•. ` ,. '= _ SEE DETAIL G n a a h I? H , j -�RAMP" :.B i -- — — ' % l T , E DETHANDRAIAIL PLAN 4So 8f\_0„ SE AIL K DT -3 EXIST. STAIRS (EXIST. TOP OF SIDEWALK EXIST. LANDING STAIRS_ HANDRAIL NOT SHOWN) TOP OF SIDEWALK RETAINING WALL ADA WARNING CURB 00 GROUND LINE WITH BRICK TOP BEYOND i._, s i -` i j I WA L FOOTING i 42'-3'I+ ui WALL FOOTING 80„,_ - VIEW 1 VIEW 2 VIEW 3 PROFILE WALL PLAN F Scale: 1/8” = 1'-0" DT -2 FINISH I '5 t DETAIL - WALKWAY EDGErH (Scale: 3/4" = 1'-0" DT - 1 " HANDRAIL ITH MIDRAIL II it „ ra �,I II _ I I Co I I Co 6" I + ` z 3000 PSI CONCRETE COLORED R2' TYP. ; ; - :�E AND TEXTURED PER PLAN II m RADE % .;. ;`` COMPACT 6 OF SUBGRADE TO 1' 011 90% OF MAX. REL. DENSITY Co o Y" EXPANSION JOINT MATERIAL z SECTION - RAMP EXTENDED FOOTINGrD CV T Scale: 3/4" = V_0" DT -2 CMU WALL BRU WALL CAF CULTURED J I a1 VL VENEER BELOW I O Q a� 0 0 .N I� A a U p I a Z W o O Q a� 0 0 .N 8"x8"x16" CONCRETE MASONRY SIDE OF WALL PER C.O.B w C UNITS, SOLID GROUT FULL HEIGHT STD. L-9 Y U) Q Co CULTURED STONE VENEER, GROUND LINE U- APRROX. 1" ABOVE TOP O OF SIDEWALK ;; ' E #4 BOND BEAMS — PARK BENCH + a.r.i• ON RUN OF WALL WALKWAYCo Qt,.. CONTINUOUS WITH N SIDEWALK s•i�tr � lam_—_ �� EXPANSION JOINT 7. r - PROVIDE 8 OF DRAIN MATERIAL `'~Fw ` GRAVEL UNDER ENTIRE PLANTER AREA + is .»:•:�: " .' �: o #4 BARS @ 12" MAX. -- ----- -� ..,, CONTINUOUS 211 REINFORCED CONCRETE 21-211 -2 l FOOTING g, 42 a SHEET N SECTION - WALL E IBUOR Scale: 3/4" = 1'-0" DT -2 OF --)) 15 OF L7 I� I I fli o z Cr >o mC`ao Q p 3 p O [D 0o N N a pcc Q S 0 q o V \ ENSURE SUPPORT OF SMALL PIECES ' qC \, w z cn J � Y wW pwC w M DETAIL - BRICK WALL CAP COCo CORNER LAYOUT G __j o 0 Scale: 1 1/2" = V-0" DT -2 p z _; BRICK WALL CAP W 5 WATER PROOF PLANTER LL U) W 8"x8"x16" CONCRETE MASONRY SIDE OF WALL PER C.O.B w C UNITS, SOLID GROUT FULL HEIGHT STD. L-9 Y U) Q Co CULTURED STONE VENEER, GROUND LINE U- APRROX. 1" ABOVE TOP O OF SIDEWALK ;; ' E #4 BOND BEAMS — PARK BENCH + a.r.i• ON RUN OF WALL WALKWAYCo Qt,.. CONTINUOUS WITH N SIDEWALK s•i�tr � lam_—_ �� EXPANSION JOINT 7. r - PROVIDE 8 OF DRAIN MATERIAL `'~Fw ` GRAVEL UNDER ENTIRE PLANTER AREA + is .»:•:�: " .' �: o #4 BARS @ 12" MAX. -- ----- -� ..,, CONTINUOUS 211 REINFORCED CONCRETE 21-211 -2 l FOOTING g, 42 a SHEET N SECTION - WALL E IBUOR Scale: 3/4" = 1'-0" DT -2 OF --)) 15 OF L7 Fi DECORATIVE BOLLARDS LOCATIONS PER PLAN SEE DETAIL B VLY ATTACH WITH 1 4"X2" STAINLESS STEEL ANCHORS 2 EA. FLANGE, SEE SPECS. TOP OF SIDEWALK -MOUNTING FLANGE TOP AND BOTTOM RAILS SEE DETAIL rf'1 5-0" MAX. TOP 'RAILGA. --I 2"x2"x14 GA. -� BOTTOM RAIL WROUGHT IRON FENCE DETAIL Scale: 1/2" =1'-0� 18"SQR.x42"HT. PRECAST V-611 BOLLARD WAUSAU TILE, PRODUCfi # TF6039, (COLOR T D) SLUICEWAY EXIST. CANAL WALL ATTACH NEW FENCE PANEL TO EXIST. FENCE POST TOP OF WALK EXIST. CANAL, WALL CN N -2"x1 %14GA. MID RAIL PUNCH FOR +1 PICKETS,N m f37 No www_n=iiiilmi •• .l(♦lnlal �-IN -- ► r_ 4" TYP. CK 8 x 6GA. r -!c N CAST BALL CAP, MATCH \SE 1, FASTEN SECURE POST 6"x3/16" STEEL BING POST RYPACK CORE HOLE HAMFER AROUND POST 'OP OF CONCRETE 'AVING OVIDE DRILLED NCE POST FOOTING DIA. FENCE POST DETAIL C Scale: 3/4" =1'-0" T-3 `--MILL HOUSE WALL -PLANTER- `—EDGE OF PAVING f' PLAN FENCING POST CORNER POST SEE DETAIL C T-3 1» 1» 3 -10- 4- EQUAL EQUAL 2 2 �d- 2"x1 "x14GA. MID RAILFACE OF 2"x2"x14GA1 N I TOP RAIL PUNCH FOR PICKETS STUD WALL "%8"x9/8"x1 6GA. -PROVIDE DRILLED 2%2%14 GA. PICKETS FENCE POST BOTTOM RAIL FOOTING WROUGHT IRON FENCE DETAIL D Scale: 1/2" =1'-0" T-3 Wm 2"x3"xY" AN GATE - FRAME GATE - FRAME HEAVY DUTY HINGE FACE OF WALL - VENEER GATE POST WITH----,-., LOCK HASPE 21» �--�-- TYP HEAVY DUTY HINGE 2"XY" OVERLAPPING PLATE - FOR BLOCK HASPES, DRILLED 3 HILT) FOR LOCK - CITY TO PROVIDE LOCK ?-7-- HDI S.S. DROP IN MILL CREEK LOGO ---__ ANCHOR SEE DETAIL H T-3 1 TOP OF i FOUNDATION 1 1 1 `- 3/k% " S.S. ROUND FRONT HEAD BOLT & WASHER, TAMPER RESISTANT DETAIL- GATE . INGE I Scale: 3" =1'-0" 11 «iT-2 1" 2" 4'-7" 4'-18" i a I 2"x2"x14GA. - y BOTTOM RAIL PROVIDE DRILLED FENCE POST FOOTING GATE DETAIL -SLUICE ACCESS Scale: 3/4" =1'-0" 21)x2%14GA. TOP RAIL EXISTING PILASTER I �~— HEAVY DUTY -1 GATE HINGES SEE DETAIL i 2"x2"x14 GA. SIDE RAIL -9,8`48"x16 GA. PICKETS TOP OF SIDEWALK Co 4"DIA. SCH. 40 P.V.C. PIPE SLEEVE EXISTING SIDEWALK, SAWCUT TO ALLOW FOOTING LL C, v y" EXPANSION N JOINT MATERIAL .bw b 00 JI 4. 11 ,"Ox8" 41 GALV. THREADED ANCHOR #3 HOOP TYP. 3" DIA. SCH. 40 m 2'-Q" 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 CN N -2"x1 %14GA. MID RAIL PUNCH FOR +1 PICKETS,N m f37 No www_n=iiiilmi •• .l(♦lnlal �-IN -- ► r_ 4" TYP. CK 8 x 6GA. r -!c N CAST BALL CAP, MATCH \SE 1, FASTEN SECURE POST 6"x3/16" STEEL BING POST RYPACK CORE HOLE HAMFER AROUND POST 'OP OF CONCRETE 'AVING OVIDE DRILLED NCE POST FOOTING DIA. FENCE POST DETAIL C Scale: 3/4" =1'-0" T-3 `--MILL HOUSE WALL -PLANTER- `—EDGE OF PAVING f' PLAN FENCING POST CORNER POST SEE DETAIL C T-3 1» 1» 3 -10- 4- EQUAL EQUAL 2 2 �d- 2"x1 "x14GA. MID RAILFACE OF 2"x2"x14GA1 N I TOP RAIL PUNCH FOR PICKETS STUD WALL "%8"x9/8"x1 6GA. -PROVIDE DRILLED 2%2%14 GA. PICKETS FENCE POST BOTTOM RAIL FOOTING WROUGHT IRON FENCE DETAIL D Scale: 1/2" =1'-0" T-3 Wm 2"x3"xY" AN GATE - FRAME GATE - FRAME HEAVY DUTY HINGE FACE OF WALL - VENEER GATE POST WITH----,-., LOCK HASPE 21» �--�-- TYP HEAVY DUTY HINGE 2"XY" OVERLAPPING PLATE - FOR BLOCK HASPES, DRILLED 3 HILT) FOR LOCK - CITY TO PROVIDE LOCK ?-7-- HDI S.S. DROP IN MILL CREEK LOGO ---__ ANCHOR SEE DETAIL H T-3 1 TOP OF i FOUNDATION 1 1 1 `- 3/k% " S.S. ROUND FRONT HEAD BOLT & WASHER, TAMPER RESISTANT DETAIL- GATE . INGE I Scale: 3" =1'-0" 11 «iT-2 1" 2" 4'-7" 4'-18" i a I 2"x2"x14GA. - y BOTTOM RAIL PROVIDE DRILLED FENCE POST FOOTING GATE DETAIL -SLUICE ACCESS Scale: 3/4" =1'-0" 21)x2%14GA. TOP RAIL EXISTING PILASTER I �~— HEAVY DUTY -1 GATE HINGES SEE DETAIL i 2"x2"x14 GA. SIDE RAIL -9,8`48"x16 GA. PICKETS TOP OF SIDEWALK 2"x2"x14GA. TOP RAIL -� 1_ C Y"THK.x2" WIDE I l Q ff -5/16 9, x1 SOTS CLOSURE BAND I C ; o 1 THICKx ,.I o Ya 2 DEEPx3Y LONG I I .� STEEL "PADDLES" V C14 SQR. STEEL "SPOKES" j AjL__ 2 3" MOUNTING LANGE2Yz"DIA.x2"DEEP STEEL "HUB" r o DETAIL F ! f ► z Scale: 3"="x5/s"x16 GA. PICKETS j 1-0" T-3 - HANDRAIL PIPE IPE OR SOLID ISERT DETAIL HANDRAIL SLIPJOINT L Scale: 3" = V-0" DT -3 >f 1Y A. IHANDRAIL L WITH WALKWAY/RAM SLIP JOINT SEE DETAIL L 01 T-3 oa (y) , 1 1 cY) 8'-0" MAX. BETWEEN HANDRAIL SUPPORTS DETAIL - HANDRAIL K Scale: 1/2" = V-0" DT -3 72 13 14 15 1U Co 7 LL C, v O1 + N C? TYP. fl z O N 1Y" DIA. HANDRAIL --1 OD N a p` Q LL U p 12" MIN, >i 0 w 2 /"DIA.x2"DEEP STEEL "HUB"rr T PARALLEL WITH LANDING &TYP < CL 0 RETURNED TO POST 2 1A"THICKx2"DEEP STEEL "PADDLES" Co VJ T o o M 9 S/» x%"x16 GA. PICKETS • �C�o °° -�(o N Ys»THICKx2"WIDE STEEL _w ro m 0 V_ BAND CLOSURE w ch SECTION A -A" LLI m w 0 00 ,_ o MECD crjb0 T a. GATE WHEEL DETAIL H F`�' ` J w w )RYPACK CORE HOLE )HAMFER AROUND 2"x2"x14GA. TOP RAIL -� 1_ C Y"THK.x2" WIDE I l Q ff -5/16 9, x1 SOTS CLOSURE BAND I C ; o 1 THICKx ,.I o Ya 2 DEEPx3Y LONG I I .� STEEL "PADDLES" V C14 SQR. STEEL "SPOKES" j AjL__ 2 3" MOUNTING LANGE2Yz"DIA.x2"DEEP STEEL "HUB" r o DETAIL F ! f ► z Scale: 3"="x5/s"x16 GA. PICKETS j 1-0" T-3 - HANDRAIL PIPE IPE OR SOLID ISERT DETAIL HANDRAIL SLIPJOINT L Scale: 3" = V-0" DT -3 >f 1Y A. IHANDRAIL L WITH WALKWAY/RAM SLIP JOINT SEE DETAIL L 01 T-3 oa (y) , 1 1 cY) 8'-0" MAX. BETWEEN HANDRAIL SUPPORTS DETAIL - HANDRAIL K Scale: 1/2" = V-0" DT -3 72 13 14 15 1U COATING. PROVIDE SLIP SHEET O. JOINTFOR S WH NG IN FIDE D GATE DETAIL -UTILITY ENCLOSURE LIYT Scale: 3/4"=V-0" T-3 OF 16 OF 17 21 2 Co 7 LL C, v O1 + N TYP. fl z O N 1Y" DIA. HANDRAIL --1 a p` Q LL U p 12" MIN, EXTENDED 12" MIN, w 2 /"DIA.x2"DEEP STEEL "HUB"rr PARALLEL WITH LANDING &TYP < CL RETURNED TO POST . 1A"THICKx2"DEEP STEEL "PADDLES" oC S/» x%"x16 GA. PICKETS Z Ys»THICKx2"WIDE STEEL _w BAND CLOSURE w SECTION A -A" SQR. STEEL "SPOKES" w J o Co GATE WHEEL DETAIL H F`�' ` J w w )RYPACK CORE HOLE )HAMFER AROUND Scale: 1 1/2"=1'-0" T-3 -J co G1 W 'OST TOP OF RAMP OR WALKWAY 3'-8" VERIFY 2%2%14GA. TOP RAIL r 0 wJ Z 00 Z, ;v .; CORE DRILL HOLES HEAVY DUTY _J w U" <,- IN WALL DOOR HINGEScE w 1 .( - 1: 4 T YP. 1 i OD DIA. tt ARALLEL DETAIL - HAND RAIL 1 STEEL DOOR JAMB, TYP. 0 U RETURN TO POST J _ 2x2 x14 GA. SIDE v — Scale: 3/" 4 _ 1-0" _ DT 3 1 0 1 0 RAILS, T YP. - 1 i- „ /s x/ x16 GA. PICKETSLn e' ♦�, OGLE G HANDRAIL WHERE EXTENSION KNOB AND LOCKABLE DEAD 1 l --; r :-- -_-.� �♦ CREATES A HAZARD BOLT SET, MATCH BUILDING ; , e HARDWARE. E. MOUNT T0 PLAT ES ON GATE. 1 T YP. 1Y4 DIA. I HANDRAIL L- i 1 - - SUPPORT 0 POST MILL CREEK E LOGO 1 - SEE DT E AI L H l 1 T —OP OF T - 3 i. 1 - SIDE / WA K L R AMP l l PERFORATED OR AT D M E T EA L i - TOP OF SIDEWALK BACKING 12GA. J" HOLES, 23% OPEN AREA, WELD TE: ALL HANDRAILNG TO BE TO INSIDE BACK OF FRAME. l Q r 1 FIELD FABRICATED THEN REMOVED AND SENT TO - ' >- ------ -------.----.--.--._�__-_ , SHOP FOR SHOP APPLIED 2"x2%14GA. FUSION EPDXY POWDER BOTTOM RAIL COATING. PROVIDE SLIP SHEET O. JOINTFOR S WH NG IN FIDE D GATE DETAIL -UTILITY ENCLOSURE LIYT Scale: 3/4"=V-0" T-3 OF 16 OF 17 21 2 d- F� 1Ku 9+50 ij P.1.22.50 ELBOW POUR CONCRETE FSTA. 10+13.78 cn THRUST BLOCK --MILL HOUSE- SEE SHEETS ,, �A '\ REMOVE EXISTING PLUG AND MH -1 TO MH -7 0 \q_ �\ CONNECT TO EXIST. 36" PVC SDR3 i o\y `\ STA. 10+14,54± �\ o R.I. EXIST. 450 ELBOW STA. 10+25.88 \\ fill 'I ' / !�� _ t t It 1r`-= `\ EXISTING GATE OPERATOR VAULT INSTALL 36 PVC SDR35 tt \� \ PIPE STUB TO a ''51 FOR WEIR \ SLUICEWAY \-' - L- CONSTRUCT REINFORCED CONCRETE SLUICEWAY SEE DETAIL A ,�- 2-4 rt ; • 9qc ` t GATE OPERATOR �\ `\ S A. 9+91.40 l_ /----.------------------------------- ------------------ ------� EXISTING CANAL WALL _sem\ -� ---- 'V TA EXISTING INTAKE y EXISTING CANAL BANK �� \ EXISTING CANAL WALL EXISTING REMOVABLE----- \ '! it i i' \\�`��_ CONCRETE WALL PANEL r--------------------------1------� r r �- ------------------------ _ �--------------- I / ri -i- -----r r r � � ♦\ i EXISTING BEVELED PIPE END, PLUG TO ISOLATE EXISTING TAILRACE ` DURING CONSTRUCTION ION L -a EXIST NG WEIR STRU TURE END TTAILRACE STA. 10+71.39 I I I I I I I Z I FLOW rL LOW WATER CHANNEL m - - - - - - - - - - - - - - - - - - - -i — - - - - - - - - - - - - I Z I F- I I [n i X I ; w i z PLAN - SLUICE & TAILRACE --------------------- MILL HOUSE SEE SHEETS f� MH -1 TO MH -7 I I r r r r I r r r r r I i I I I v r00 rn zf Q - --;-- �UATgQ1A1 !€ ��ATE I r SEED TAIL A r i r EXIST. REMOVABLE I I CONCRETE WALL PANEL I r r ELEV. f7.00._,., CONCRETE 3LUICEW Y ;EE DETAIL B +70 +80 +90 1 Scale: V=5' STEEL FABRICATED WATERWHEEL SEE DETAIL A I m � c A1_00 p W W-3 rn N N ro w d rn J co W w w rr J C/) = 0- rr I,. r I i Ow1 r wo I Q Cl) o c`i I Ir rr W w IQ ! f : t � Q o /j �ua Pwj+01 L ` u'W �rnw r 0 Q i ELEV. f7.00._,., CONCRETE 3LUICEW Y ;EE DETAIL B +70 +80 +90 1 Scale: V=5' STEEL FABRICATED WATERWHEEL Q N 00 00 }¢- O 4 U? CO + rn = rn co f > } ( 1 .. �.... W ¢ J � J i IUJ r- v i U 0 Lo C» co v I Qr OC r� I Iwp Z0 QC7 ......___.-..-._. _ .-._._.l.A..._.-..._ z .O t y .. .. ._..._i .... i APPROXI ° ATE FINISHED GRADE 00--------------- ---------------------------------- ------•--.-----_ _..---•—p------_.•—.,.. — •�---------------I E t ..E.--- _..-_. EXIST. TAILRACE 36" PVC SDR35 , .._-...___..___.....-. . j —vv ----s—----s------v.—v, s—smmxpss .a—vvv vvv csasssmss T ------------------------ -------------- ss—smvv—v—toss I a,� � i PIPE INVERT ---------�o-��- ..--- ---------------S ---..®------------------ _---------------- -_ ----- ------------ -------- --¢ �; -_ - s�--__..__ - s i- ---_-__-_._.__..-_...-_._.__,_.._..._-_._._____.-___-.._.__, FURNISH & INSTALL 4.54LF OF 36" PV SDR 35i i I 10+00 +10 +20 +30 +40 +50 +60 +70 +80 PROFILE - SLUICE & TAILRACE B Horiz. Scale: V=5' i - Vert. Scale: V=5' i Co M > o Ci C 3 a 0 N U crT d '2 as U 0)T 0� rn' U� _0 w� ;n rz,u- 0 m v 0 v�,-. Coo (Li � Cr 0 1 M� cfj C C:> Q_0 C13 0 .Q a d 0 rr J i � � 1 ► ia) o ' o I Z Icc SEE DETAIL A I m � c A1_00 p W W-3 rn N N ro w d rn J co W w w rr J C/) Q N 00 00 }¢- O 4 U? CO + rn = rn co f > } ( 1 .. �.... W ¢ J � J i IUJ r- v i U 0 Lo C» co v I Qr OC r� I Iwp Z0 QC7 ......___.-..-._. _ .-._._.l.A..._.-..._ z .O t y .. .. ._..._i .... i APPROXI ° ATE FINISHED GRADE 00--------------- ---------------------------------- ------•--.-----_ _..---•—p------_.•—.,.. — •�---------------I E t ..E.--- _..-_. EXIST. TAILRACE 36" PVC SDR35 , .._-...___..___.....-. . j —vv ----s—----s------v.—v, s—smmxpss .a—vvv vvv csasssmss T ------------------------ -------------- ss—smvv—v—toss I a,� � i PIPE INVERT ---------�o-��- ..--- ---------------S ---..®------------------ _---------------- -_ ----- ------------ -------- --¢ �; -_ - s�--__..__ - s i- ---_-__-_._.__..-_...-_._.__,_.._..._-_._._____.-___-.._.__, FURNISH & INSTALL 4.54LF OF 36" PV SDR 35i i I 10+00 +10 +20 +30 +40 +50 +60 +70 +80 PROFILE - SLUICE & TAILRACE B Horiz. Scale: V=5' i - Vert. Scale: V=5' i Co M > o Ci C 3 a 0 N U crT d '2 as U 0)T 0� rn' U� _0 w� ;n rz,u- 0 m v 0 v�,-. Coo (Li � Cr 0 1 M� cfj C C:> Q_0 C13 0 .Q a d 0 rr J i � � 1 ► ia) o ' o I Z Icc a 'D SHEET NO. \91p a 3-6 ° • 1 7 O 27 cr d I m � c A1_00 p a� LL i< U O Q U NO 00 Z a�0 u- U N N ro w d � J W w (n w Q = 0- rr [� N�— Q Q W LL. Q.j Cl) ozi rr W w ! f : t � Q CL m U /j CrD L ` u'W C!) ° z w LL v U w W 0 C z � J _J G CL a 'D SHEET NO. \91p a 3-6 ° • 1 7 O 27 v- 1" XY16" GALV. BAR - GRATING SEE DETAIL B 1" �- - l 71- .. _1......_..... -------- ���� N�r x w easy `z z x�J:�;.nt..•n�,;z�3.F.N aL� a 1,1,11 .ao.�� .w � �1 DETAIL rM_�� Scale: 1 " = 1'-0" E - BAR GRATING REMOVE CONCRETE %PANEL & INSTALL i ar 1 I I I 2" CLR. s� I lit;I I O, � ' ✓° � " ,,.`3'r za s &� �t � rix r*-�— O x " t -4 BAR DRILLED & EPDXY # "� #5 ® 12 " 3 CLR. AT 12 O.C. 6" EMBED.5 ® 12' #5 0 12 BOTTOM & SIDES �#5 ® 12 Zj\_SECTION KG Scale: 3/8" = 1'-011 E- I I EXISTING kMOVABL CONCRETE ;PANE I � I I ' 1 I I I ' I I f I FABRICATE ANDI INSTALL "x1X"x)C GALV. ANGLE FRAME fH 4" ANCHORS AT 18" O.C. (L OPERATOR DETAIL N p 10" 1'-6" .1 i-60 94fk Scale: 3" = 1'-0" �- 3'-0" BAR GRATING S TAIL M I #4 @ 12" WW - #5 TOP BAR #4 ® 12" CENTER IN WALKWAY 2'3 CLR. oP WALL. CANAL i w NF i ��yfp / +�S43� 5 0�- 5 If R• x' c Y S 3 L-3" CLR. } #5 ® 12"-- i--3" CLR. #5 0 12" SECTION H A " SECTION Scale: 3/8" = 1'-0" WW- Scale: 3/8" = 1'-0"WW-2 IW I '� MILL HOUSE BUILDING LINE -------------------I-- ----- ---- PLACE VENEEREON STONE CANAL FACE ONLY �ry� PLAN - SLUICEWAY A EXISTING CANAL WALL Scale: 3/8" = 1'-0" �- 0 co CV Y ®1 xur �y s sz}r� 7 `"ice % ' "�� "h __•�.._.. � C^ �.F 5 #5 0 12" * I " BLOCKOUTS 1 #5 ® 12" FOR I ATE SEAL SEATS SECTIO J Scale. 3/8 ; 1'-0"�- 22.5' PVC SDR35 ELBOW /-CONC. THRUST I I � X\1' II ,� 4'-0" WALKWAY 1'-ci" --------- I. it - f 11-211 -------------- j ------------- STEEL FABRICATED f WATERWHEEL y o i SEE DETAIL A-3 FABRICAI STEEL FABRICATED PEDESTAI RADIAL GATE WITH OPERATOR ;` x SEE DETAIL A I3 6'_23_., (� ;`� :.�-------------------------- i 4 4'-011 t ' *: WALKWAYrL ELEV. 404.33 ''a z `jf #4 STIRRUPS. ONE REQ'D d - �- r--- r- EACH FACE OF PYLONS co � 411 ' f T I& T L----------- � ELEV. 401,00 T- I _ //N 1 #5 ® 12 E.W.) •\� ',Jy. $ +— d Y—s - ° #—k 1 rt._ - z \ / (`'> gg •`I'tx'ya u b i -#4 0 12 E.W. Lo36" PVC SDR35 PIPE AND ELBOW '`-- o �t��� � k � , $ h , r � ,`: #4 9. •1'2 E.W. O.F. i a u� �I `� Y's `,..—.._..--.._.._.._.._.._.._.._..—.. _.._ .. .. .. . 1 ;�7 . "i � I � `' � � x' " = 'I �Id• Yt.. E ,ta,, k� �k >�.�. �a 'its � i f �ti �} 3:... `k` r n ELEV. 397.00 STREAMLINE I I U � � [116 1 EFFECT� � "a. ✓n'fi �. � .r.2� sy:'; +f,'„"''c<.,v. .-a? Via:".wc'Jt*'s._'^ m I N.:ai':".i r, r+.,r'..,,T 3>, _ . <,.. Y r4''?,_ "1i'�,,,r — _ I SEE DETAIL ? I `� I t #5 ®12" E.W. 3" /#5 0 12" E.W. N <: m I ELEV. 394.59 ///��� � �,� e-r�i�� z Xb�'" •k K' c, wrFr,�&K, '�ya�' x - �y tx4 tr, �� ;� �'w,�;�' E b� �.y r, �' r- 1 (�k�7....r.,. �..4„�,��.,�-a's^'.sG'�7ey�r�s� �' �,,,��'"+-* 5'�•'y'�_�, '+�s...c-�3�i*-.'»a�,+c' si�+r,�.»ct...a.,*.�,,s:'�. '.� t" 1�1 q /\ , #5 0 12" E.W. 101 9'-32' 7''-82' l� . x_91= . ice`_ __ �,-�- 6 10 EXISTING CONC. IM SECTION - SLUICEWAY B REMOVEEXISTINGSTUB & CONNECT RTO ., EXISTING PIPE WITH 22.5° ELBOW Scale: 3/8" = 1'-0" e- - DETAIL E DETAIL %ale: 1" = 1'-0" 11 0 r FINISH MORTAR AND SIDES ED STONE RADIUS SECTION K Scale: 3/8" = 1'-0" WW - D ETAI L rL Scale: 1 " = 1'-0" WW- CYNd• -_--__-----,--________________.----.-_ T I - o I 1021, 03 q JN c� O PERPENDICULAR Lu w, DIMENSION oI 93" 4 SLUICEWAY I SEEALOSEATDETAIL F SEE DETAIL tl E _6 Scale: 1 " = 1'-0"-2 V-6" 1'-2" 1'-61 3/4" WHEEL BEARING SUPPORT PLATE SEE DETAIL LEVELING DRYPACK r" MORTAR 4 - 3/"x8" S.S. DRILL -IN EXPANSION ANCHORS, DOUBLE NUT WITH WASHERS CENTERLINE OF RADIAL GATE ARM 2Y" BLOCKOUT SPACE / FOR RADIAL GATE ARM N O O / � O 45' GROUT FACE r o O I" GATE SEAL o �`a 1'-0" l'- 4-4q SEATS SEE DETAIL A VV -6 o d� o GROUT SEAT SPACE AFTER o O ADJUSTMENT OF SEATS AND GATE SEALS 9-4"" DETAIL rE Scale -'l" = 1'-01, WW .74 7. s-, �11 c O co U N a U cr T p C9 MT rnC-0 U� �co co I'I°f° 1111 31-01. .. 10f W o �t W U_ !� I 1 ff^^ VJ GATE PYLONS `� co OP C, 040 SEE DETAIL E '2 z C6� a 0 T� PLACE CULTURED [ STONE VENEER ON :...____.__._...... CANAL FACE ONLY QIQ -- EXIST. CANAL N O N r r�. � WALL }� 0�•C. }O jQ U ;LL0 U m 1 — Q ° Y ®1 xur �y s sz}r� 7 `"ice % ' "�� "h __•�.._.. � C^ �.F 5 #5 0 12" * I " BLOCKOUTS 1 #5 ® 12" FOR I ATE SEAL SEATS SECTIO J Scale. 3/8 ; 1'-0"�- 22.5' PVC SDR35 ELBOW /-CONC. THRUST I I � X\1' II ,� 4'-0" WALKWAY 1'-ci" --------- I. it - f 11-211 -------------- j ------------- STEEL FABRICATED f WATERWHEEL y o i SEE DETAIL A-3 FABRICAI STEEL FABRICATED PEDESTAI RADIAL GATE WITH OPERATOR ;` x SEE DETAIL A I3 6'_23_., (� ;`� :.�-------------------------- i 4 4'-011 t ' *: WALKWAYrL ELEV. 404.33 ''a z `jf #4 STIRRUPS. ONE REQ'D d - �- r--- r- EACH FACE OF PYLONS co � 411 ' f T I& T L----------- � ELEV. 401,00 T- I _ //N 1 #5 ® 12 E.W.) •\� ',Jy. $ +— d Y—s - ° #—k 1 rt._ - z \ / (`'> gg •`I'tx'ya u b i -#4 0 12 E.W. Lo36" PVC SDR35 PIPE AND ELBOW '`-- o �t��� � k � , $ h , r � ,`: #4 9. •1'2 E.W. O.F. i a u� �I `� Y's `,..—.._..--.._.._.._.._.._.._.._..—.. _.._ .. .. .. . 1 ;�7 . "i � I � `' � � x' " = 'I �Id• Yt.. E ,ta,, k� �k >�.�. �a 'its � i f �ti �} 3:... `k` r n ELEV. 397.00 STREAMLINE I I U � � [116 1 EFFECT� � "a. ✓n'fi �. � .r.2� sy:'; +f,'„"''c<.,v. .-a? Via:".wc'Jt*'s._'^ m I N.:ai':".i r, r+.,r'..,,T 3>, _ . <,.. Y r4''?,_ "1i'�,,,r — _ I SEE DETAIL ? I `� I t #5 ®12" E.W. 3" /#5 0 12" E.W. N <: m I ELEV. 394.59 ///��� � �,� e-r�i�� z Xb�'" •k K' c, wrFr,�&K, '�ya�' x - �y tx4 tr, �� ;� �'w,�;�' E b� �.y r, �' r- 1 (�k�7....r.,. �..4„�,��.,�-a's^'.sG'�7ey�r�s� �' �,,,��'"+-* 5'�•'y'�_�, '+�s...c-�3�i*-.'»a�,+c' si�+r,�.»ct...a.,*.�,,s:'�. '.� t" 1�1 q /\ , #5 0 12" E.W. 101 9'-32' 7''-82' l� . x_91= . ice`_ __ �,-�- 6 10 EXISTING CONC. IM SECTION - SLUICEWAY B REMOVEEXISTINGSTUB & CONNECT RTO ., EXISTING PIPE WITH 22.5° ELBOW Scale: 3/8" = 1'-0" e- - DETAIL E DETAIL %ale: 1" = 1'-0" 11 0 r FINISH MORTAR AND SIDES ED STONE RADIUS SECTION K Scale: 3/8" = 1'-0" WW - D ETAI L rL Scale: 1 " = 1'-0" WW- CYNd• -_--__-----,--________________.----.-_ T I - o I 1021, 03 q JN c� O PERPENDICULAR Lu w, DIMENSION oI 93" 4 SLUICEWAY I SEEALOSEATDETAIL F SEE DETAIL tl E _6 Scale: 1 " = 1'-0"-2 V-6" 1'-2" 1'-61 3/4" WHEEL BEARING SUPPORT PLATE SEE DETAIL LEVELING DRYPACK r" MORTAR 4 - 3/"x8" S.S. DRILL -IN EXPANSION ANCHORS, DOUBLE NUT WITH WASHERS CENTERLINE OF RADIAL GATE ARM 2Y" BLOCKOUT SPACE / FOR RADIAL GATE ARM N O O / � O 45' GROUT FACE r o O I" GATE SEAL o �`a 1'-0" l'- 4-4q SEATS SEE DETAIL A VV -6 o d� o GROUT SEAT SPACE AFTER o O ADJUSTMENT OF SEATS AND GATE SEALS 9-4"" DETAIL rE Scale -'l" = 1'-01, WW .74 7. s-, �11 c O co U N a U cr T p C9 MT rnC-0 U� �co co I'I°f° W o W U_ !� GASKET .RSTOP O co U N a U cr T p C9 MT rnC-0 U� �co co I'I°f° W o W U_ !� I 1 ff^^ VJ 1 `� co OP C, 040 i I '2 z C6� a 0 T� [ GASKET .RSTOP I'I°f° t W U_ !� I 1 � 1 � i! s i I f z (fd C 7 iN �o QIQ LL ! { N, CC, N O N r 2 }� 0�•C. }O jQ U ;LL0 U m Cl) Q n Q 0 N Cl) J W J Q l_— C/) cc CC W 0 v < >- Q Q m m O W W v _z U W U) ICE J 4} SHEET N O. mm �Qp r-�S�% OF 180927 Scale: 3/4" = 1'-0" UiJW-3 SECTION - WATERWHEEL B Scale: 3/4" = 1'-0" WW -3 v I SPLICE DETAIL D C3x5.0 CHANNEL FOR SPOKE co V PLATE FOR RIM "0 PATILLAND RAY KEYED SHAFT m VI; FLATHEAD S.S. ALLEN SCREWS WITH LOCK WASHER AND CASTLE NUT. COUNTERSINK ON OUTSIDE OF RIM Y x3" PLATE d FOR AP SPLICE N�° I SE TION - RIM SPLICE Scale: 3" = 1'-0" AA WHEEL PYLON TOP OF — SLUICEWAY 8 - Vis' FLATHEAD S.S. ALLEN SCR WS WITH LOCK WASHER AND CA TLE NUT. COUNTERSINK ON OUTSIDE OF RIM DETAIL — RIM SPLICE I Scale: 3" = 1'-0" 2-91 2 E X%3" PLATE E C3x5.0 CHANNEL SPOKES I I I Y" CHAMFER KEY DRIVE GEAR r - Q uJI 2 BOLT MOUNT PILLOW BLOCK WITH uj HEAVY DUTY SEALED BALL OR ROLLER i I BEARING, ZIRK FITTED WITH SET SCREW LOCK TO SHAFT, 2 REQUIRED. --------------- -�- --------------- 0 MD COD 1 I Q 2 SET S.S. SCREWS EACH HUB 2Y" S.S. MACHINED SHAFT. PROVIDE PARTIAL KEYWAYS AT EACH HUB AND ON LONG END _ _ _ _ 4 WHEEL I I i �» S.S. SPOKE EN HUB PLATE RIM SEE DI � Q 7-1 r L O O C3x5.0 CHANNEL FORBOLT SPOKES b CHAMFER DETAIL F Scale: 1-1/2" = 1'-0" WW -3 i C3x5.0 CHANNEL--) HANNEL STAINLESS STEEL FOR SPOKES HUB PLATE " S.S. SEE DERAIL G EPDXY COAT WITH EXCEPTION OF SLEEVE INTERIOR 4'-011 4" AND KEYWAY MAIN BEARINGS 2 REQ'D— --- - - - 3 SPACES - z ------------ I I� zo °Lo Ch 1. p p � U'o t�QU iOCp�C N CO -0 Scale: 1-1/2" 1, - �q ca CJ �ry pILL z a ti) 0 U N co 4 Lu = CJ p BOJ 1 1t1 Conp N 3 ROLLED PLATE ; W Q 16 rya T WHEEL PYLON TOP OF — SLUICEWAY 8 - Vis' FLATHEAD S.S. ALLEN SCR WS WITH LOCK WASHER AND CA TLE NUT. COUNTERSINK ON OUTSIDE OF RIM DETAIL — RIM SPLICE I Scale: 3" = 1'-0" 2-91 2 E X%3" PLATE E C3x5.0 CHANNEL SPOKES I I I Y" CHAMFER KEY DRIVE GEAR r - Q uJI 2 BOLT MOUNT PILLOW BLOCK WITH uj HEAVY DUTY SEALED BALL OR ROLLER i I BEARING, ZIRK FITTED WITH SET SCREW LOCK TO SHAFT, 2 REQUIRED. --------------- -�- --------------- 0 MD COD 1 I Q 2 SET S.S. SCREWS EACH HUB 2Y" S.S. MACHINED SHAFT. PROVIDE PARTIAL KEYWAYS AT EACH HUB AND ON LONG END _ _ _ _ 4 WHEEL I I i �» S.S. SPOKE EN HUB PLATE RIM SEE DI � Q 7-1 r L O O C3x5.0 CHANNEL FORBOLT SPOKES b CHAMFER DETAIL F Scale: 1-1/2" = 1'-0" WW -3 i C3x5.0 CHANNEL--) HANNEL STAINLESS STEEL FOR SPOKES HUB PLATE " S.S. SEE DERAIL G EPDXY COAT WITH EXCEPTION OF SLEEVE INTERIOR 4'-011 4" AND KEYWAY MAIN BEARINGS 2 REQ'D— --- - - - 3 SPACES Im 0 .Q Q c 0 I I� DETAIL K > I I� 1. p p � U'o t�QU iOCp�C N CO -0 Scale: 1-1/2" 1, - �q ca CJ �ry pILL z a ti) 0 U N co 4 Lu = CJ p BOJ 1 1t1 Conp N 3 ROLLED PLATE ; W Q 16 rya T W �\ Q II %_J 2 N Q Q 7'-42 �\ co U LL rn� oCo W WHEEL � coq) Cn Y rn4�0 N�ERO� U00 cc 7c�(o 0 ,D�P�TOc R3" __ _– o Q W 0 Co mL W W _o F- LL am 71°53'12" 00 O W 92 3'31" R114" �� '- -6c') —op Z C• -- O � �W cri n® _,. ` oa W W Im 0 .Q Q c 0 I I� DETAIL K > I I� 1. p p � U'o t�QU iOCp�C N CO -0 Scale: 1-1/2" 1, - IOc� pILL z a ti) 0 U N co 4 = CJ p 1 1t1 U) 3 ROLLED PLATE ; Q 16 rya W �\ II %_J W_ N Q Q 7'-42 �\ LL 0- W WHEEL Cn Y 0 N�ERO� W cc 21016'13" ,D�P�TOc R3" __ _– o Q W 0 <0- m mL W W %\�� F- LL 71°53'12" O W 92 3'31" R114" �� '- Z � n® _,. ` W W _. 1� EACH / - \ 3 Y" S.S. ,% ® Ir SECTIO - WATERWHEEL C S ale: 3/4" = 1'-0" WW ADIAL GATE HEX BOLTS WITH o U LOCK WASHERS O © & CASTLE NUT \\` `\ J �\ O ONE SIDE "� Qo 2Y"Sb HEAVY DUTY FULL LENGTH SLEEVE KEYED FOR u SQR. KEY. - 1{ CHAN PROVIDE TWO SET All SCREWS u'IN EDGE �. DETAIL — WHEEL HUB G Scale: 1-1/2" = 1'-0" WW -3 DETAIL — WHEEL VANES uj LT MOUNT Scale: 1-1 /2" = 1'-0" WW -3 K G PILLOW 1 L,j/B_.E'A'R 3.. 14 2WELD THREADED S.S. THREADED STUDS STOPS FOR WASHERSS AND LOCK i BEARING MOUNTS iAq LEVELING DRYHPACK MORTAR 4 - Y4"x8" S.S.- • I - - DRILL -!N EXPANSION WW -3 ANCHORS WITH DOUBLE° I ' NUT & WASHERS 3/4" S.S. PLATE TYP, 3/" S.S. PLATE 12„, a SECTION - MOUNT PLATE H BEARING MOUNT PLATE i Scale: 1-1/2” = 1'-0" WW -3 Scale: 1-1/2" = 1'-0" WW -3 7. 3 ` I' SHE E NO. 9 00 O 19 O 27 w o 1 `------------------------------- --------------- 1 1 i 1 1 l lo,I1,� .0 � n t OPERATOR & SWICEW Y 1 AV STEEL FACE PLATE GATE SEALS ------------------------------- - 1 -------------- F<y L 2:1 HAND CRANK GEAR OPERATOR WITH COUNTER AND STEM COVER WATERMAN 3EN-2:1 OR r APPROVED EQUAL _ - ...... / I 1" OPEN SL l i I a Fit' -3" R221n i ' 1 \ 0 0 \ n � li 1i I I ii it X �---- I I II C II !i II II II li II N II II li I I II I I I I FABRICATED GATE OPERATOR PEDESTAL SEE DETAIL E - I 1 I I II ii li x 12" 1PERATOR IVOT PLATE EE DETAIL rD N" SEALED BALL BEARING WITH ZIRK FITTING AND SET SCREW LOCK TO SHAFT --%" S.S. GATE STEM THREAD TO POINT OF FULL OPEN GATE CHAMFER ENDS GATE FACE 3"x1Y"A" ; J� PLATE STRUCTURAL TUBEF GATE STRUTS�--Y" SUPPORT ` _ Art Y4" STEEL SIDE PLATE PLAN - RADIAL GATE B Scale: 1-1/2" = T-0" 3"x1Y"xYs" ------- STRUCTURAL TUBE FOR STRUT, 3 REQ'D Ya" STEEL FACE ---� PLATE Y" STEEL SIDE PLATES, WELD CONTINUOUS TO FACE PLATE EDGES SECTION - RAD IAL GATE A Scale: 1-1/2" = 1'-0"-4 8'-74" 3"x1y2"A6" STRUCTURAL TUBE GATE ARM STEEL 4TE PLATE _ T`IN aa -�� ------ OPE11ATOR * ENSURE CLEARANCEmi TNANDLE S. S. BOLT 51 AND PIVOT SHAFT T I J 22' I �" WITH LOCK 2Y32" BORE WASHER & IN 1Y" S.S. CONT. NI 34" PLATE NUT 8° 1 6° 8" GATE STEM TYP. _ - o �I-STUD WELDED TOP VIEW LL.a — v TO PLATE 5 - " ' FOR (_ - - I - - — V O SHAFT 4 = i = - - - - '-�N MOUNTING j; O I O I 3n $ 2" 1 4 2" r PIVOT PLATE PIVOT MOUNT PLATE 1 ! PROVIDE THREADED %"0 HOLES STUDS FOR BEARING MOUNT _ O _T T I _ 3/V BASE PLATE r �- �" PLATE i f c Y" PLATE 13.. 2 1111 4 1'-3" d BASE PLATE x DETAIL - PLATES rD Scale: 1-1/2" = 1'-0" V-4 li \211 5" CLR. i i 143 4 ill 2-108 WATERWHEEL�,- SEE DETAIL A ,� C n t J 3"x1Y"xis" STRUCTURAL TUBE FOR GATE ARMS, 2 REQ'D. CLOSE ENDS f GATE LIFT YOKE SEE DETAIL F 0 N'_ 2yo rs'r3„ g70 ssr8 52°52'55" HORIZONTAL R1 n I Ao i � o r , • CD4 O LL] Z. N M Z V to `.:'..1i7� z � -. ., . ._ _ .. __= o a (J O W � C Q T %s PIVOT '- MOUNT PLATE," I 2 REQ'D >I ( ISI i J HEAVY DUTY SEALED 1 BALL OR ROLLER -1 BEARING ZIRK FITTED LL WITH SEt CREW LOCK it 3i TO SHAFT, 2 REQ'D I I I Cc WW 0 ' I � 0- a. < III Cc 0 co 0 U W 06 o I_ Q C� Co W I J n Co U� cc Q i 0 N u' Q _J cc5 CoCIO 0 Y4" STEEL SIDE PLATE PLAN - RADIAL GATE B Scale: 1-1/2" = T-0" 3"x1Y"xYs" ------- STRUCTURAL TUBE FOR STRUT, 3 REQ'D Ya" STEEL FACE ---� PLATE Y" STEEL SIDE PLATES, WELD CONTINUOUS TO FACE PLATE EDGES SECTION - RAD IAL GATE A Scale: 1-1/2" = 1'-0"-4 8'-74" 3"x1y2"A6" STRUCTURAL TUBE GATE ARM STEEL 4TE PLATE _ T`IN aa -�� ------ OPE11ATOR * ENSURE CLEARANCEmi TNANDLE S. S. BOLT 51 AND PIVOT SHAFT T I J 22' I �" WITH LOCK 2Y32" BORE WASHER & IN 1Y" S.S. CONT. NI 34" PLATE NUT 8° 1 6° 8" GATE STEM TYP. _ - o �I-STUD WELDED TOP VIEW LL.a — v TO PLATE 5 - " ' FOR (_ - - I - - — V O SHAFT 4 = i = - - - - '-�N MOUNTING j; O I O I 3n $ 2" 1 4 2" r PIVOT PLATE PIVOT MOUNT PLATE 1 ! PROVIDE THREADED %"0 HOLES STUDS FOR BEARING MOUNT _ O _T T I _ 3/V BASE PLATE r �- �" PLATE i f c Y" PLATE 13.. 2 1111 4 1'-3" d BASE PLATE x DETAIL - PLATES rD Scale: 1-1/2" = 1'-0" V-4 li \211 5" CLR. i i 143 4 ill 2-108 WATERWHEEL�,- SEE DETAIL A ,� C n t J 3"x1Y"xis" STRUCTURAL TUBE FOR GATE ARMS, 2 REQ'D. CLOSE ENDS f GATE LIFT YOKE SEE DETAIL F 0 N'_ 2yo rs'r3„ g70 ssr8 52°52'55" HORIZONTAL � I F Q I. 3 l i Y" SUPPORT PLATE' CONT. WELD / 211 14 SECTION - RADIAL GATE C Scale: 1-1/2" = 1'-0" W. C i 32 32 3" FRONT VIEW DETAIL GATE LIFT YOKE F Scale: 6"WW-4 I Y2"x6" S.S. EXPANSION $" CLR. ANCHOR 104.. GATE STEM GATE OPERATOR PEDESTAL -CLOSE ENDS Scale: 1-1/2 = T-0" WHEEL SHAFT = GATE PIVOT 3"x%"x f s" STRUCTURAL TUBE GATE ARMS, CLOSE ENDS --TOP OF SLUICEWAY J -BULB .3 - 1 54 R1 n I Ao r • � o r , • CD4 O LL] Z. N M Z V to `.:'..1i7� z � -. ., . ._ _ .. __= o a (J O W � Q T %s PIVOT '- MOUNT PLATE," I 2 REQ'D >I 4 BOLT HOUSING WITH J HEAVY DUTY SEALED BALL OR ROLLER -1 BEARING ZIRK FITTED LL WITH SEt CREW LOCK it 3i TO SHAFT, 2 REQ'D � I F Q I. 3 l i Y" SUPPORT PLATE' CONT. WELD / 211 14 SECTION - RADIAL GATE C Scale: 1-1/2" = 1'-0" W. C i 32 32 3" FRONT VIEW DETAIL GATE LIFT YOKE F Scale: 6"WW-4 I Y2"x6" S.S. EXPANSION $" CLR. ANCHOR 104.. GATE STEM GATE OPERATOR PEDESTAL -CLOSE ENDS Scale: 1-1/2 = T-0" WHEEL SHAFT = GATE PIVOT 3"x%"x f s" STRUCTURAL TUBE GATE ARMS, CLOSE ENDS --TOP OF SLUICEWAY J -BULB .3 - 1 54 SHE NO. w1k 7 0(�6 O 20 O 27 i I Ao z Cr r � O LL] Z. N M Z V to IQ o a (J O W � Q T �-- -- 0-- W U N J Qrr W -1 m LL o- Cc WW 0 cr 0- a. < III Cc 0 co 0 U W 06 o I_ Q C� Co W n Co U� cc Q L 0 N u' Q _J cc5 CoCIO 0 � M U pp T 0 CD C6 _ O o T� SHE NO. w1k 7 0(�6 O 20 O 27 i I z Cr �Z � O LL] Z. N N a �+ p IQ o a (J O W � Q T �-- -- 0-- W N J Qrr W -1 0 LL o- Cc WW jr cr 0- a. < III Cc 0 W 06 o I_ Q U W cc Q u 0 Q _J cc5 SHE NO. w1k 7 0(�6 O 20 O 27 z - -- - - --I 1_..2 - PLAN - BAR SCREEN & GRATING Scale: 1-1/2" = 1'-0" *HOT DIP GALVANIZE BAR GRATINGS, ANGLE FRAME & BAR SCREEN AFTER FABRICATION CONTRACTOR TO VERIFY PRIOR TO FABRICAITON SECTION - BAR SCREEN & GRATING Scale: 1-1/2" = 1'-0" 1 " CONTINUOUS )ING 5" 0 1)(6" SPACING X BARS ® 4" +IDE CLIPS & S.S. BOLTS TO CH TO GRATING FRAME ;SWAY Vxk" ANGLE FRAME Wx1Ys"W ANGLE' Y" GUSSET PLATES WxWxX" ANGLE FOR BAR GRATING SUPPORT FRAME PROVIDE XN4" ANCHORS AT 18" O.C. MINIMUM 2 PER SIDE r1" GRATING -6 1Y2"XWXR16" CLIP, 2" LON( %" HOLES CEN Y"x6" EXPO ANCHORS ..! !! ! DOUBLE NUTS 5 4" BOTTOM/ 5 8 6" SIDE SEATS A 73.. 4 * HOT DIP GALVANIZE AFTER FABRICATION DETAIL - SEAL SEAT E Scale: 3" = 1'-0"f-� SIDE SEALS TO HAVE Ys" COMPRESSION BOTTOM SEAL TO HAVE Y4" COMPRESSION 124" � ill I I FAIL I II 12 I I I I I I I i I I 11„ I I I I 161 1 1 � 1 I I I I I I 11 I I %%%7 BARS 1 I I I I 1 I 1 I 1 11 1 1 1 1 1 1 I I I 1 I 1 i 1 11 1 1 I I I I 1 I I I 1 I 11 1 I I 1 I I 11 1 I a 1 1 I I ii I 1"0 SOLID BAR 1 I CROSS SUPPORT 1 1 11 1 1 I 11 I Y4" END PLATES I I I 1 I 11 I I I II I %" BASE PLATE f I l I I II i C3x5.0 CHANNEL I BOTTOM AND SIDES K tIM 72 v it SEAL SEAT SEE DETAIL E - 0 ADJUST TO PLUMB AND o� COT TRUE TO GATE, ADJUST a� o to U20 R1° Y" SIDE PLATE 1 J DRYTPACKSGROUT TO LINES SHOWN O — T 45° 0 — r I - .— �m "x1X" BARS T I I I I I I 1 r�♦MM i; W � r I I I I Y2%6" S.S. I 4" I I I EXPANSION 0 0 I I I I ANCHORS I I 1„ 12 I I I I I I I 1 I I T I I I I DETAIL - SIDE SEAT F DETAIL rD Scale: 1-112" = 1'-0"-5 Z m Scale: 3" = 1'-011 -� if Q ii OU 1 114 —a-1 'v s- • 71.. C] � ill I I FAIL I II 12 I I I I I I I i I I 11„ I I I I 161 1 1 � 1 I I I I I I 11 I I %%%7 BARS 1 I I I I 1 I 1 I 1 11 1 1 1 1 1 1 I I I 1 I 1 i 1 11 1 1 I I I I 1 I I I 1 I 11 1 I I 1 I I 11 1 I a 1 1 I I ii I 1"0 SOLID BAR 1 I CROSS SUPPORT 1 1 11 1 1 I 11 I Y4" END PLATES I I I 1 I 11 I I I II I %" BASE PLATE f I l I I II i C3x5.0 CHANNEL I BOTTOM AND SIDES K tIM 72 v it SEAL SEAT SEE DETAIL E T+ i SLUICEWAY DETAIL - BOTTOM SEAT G Scale: 1-1/2" = 1'-0" e-5 EXPANSION ANCHORS 1 1 ----------------------------------- * ALL WELDS ARE CONTINUOUS FILLETS ALL SIDES DETAIL -SIDE SEATS H HOT DIP GALVANIZE BAR SCREEN AFTER FABRICATION Scale: 1-1/2" = 1'-0"-J SECTION C Scale: 1/2" = 1'-0"-J T? 5 i 6 2 ^I^ i i - 0 o� COT a� o to U20 _T T �— O — T U 0 m r o - �m T T I r�♦MM i; W � r 0(o 4" T� 0 0 — O T+ i SLUICEWAY DETAIL - BOTTOM SEAT G Scale: 1-1/2" = 1'-0" e-5 EXPANSION ANCHORS 1 1 ----------------------------------- * ALL WELDS ARE CONTINUOUS FILLETS ALL SIDES DETAIL -SIDE SEATS H HOT DIP GALVANIZE BAR SCREEN AFTER FABRICATION Scale: 1-1/2" = 1'-0"-J SECTION C Scale: 1/2" = 1'-0"-J T? 5 i 6 2 ^I^ i i 0 Co 0 0 � N w C) a o U o� COT a� o to U20 �— U m O ^r W �m Z WCO I r�♦MM i; W � r 0(o 2 C6 c 0 0 r -C r 0— (i T 0 Co 0 0 A, P-4 .---11 • P..4 PtvVVJ 1 IV LL VCL AND TRUE TO GATE, ADJUST SEATS & SEALS AND DRY PACK GROUT TO LINES SHOWN SHEE NO. 9 ©9 21 F 27 to �— U Z I C[) M o 00 N C0 LU Z m N a if Q ii OU Io A, P-4 .---11 • P..4 PtvVVJ 1 IV LL VCL AND TRUE TO GATE, ADJUST SEATS & SEALS AND DRY PACK GROUT TO LINES SHOWN SHEE NO. 9 ©9 21 F 27 4"x9/16" RUBBER "J" SEAL HOLLOW Ty'. 3.0 TYP. y BULB, "EVERLASTIC", OR APPD. EQUAL/ 1 /4"xi 5/8" S.S. RETAINER STRAP 8s, 5/16" S.S. THREADED 0.250"x3" NEOPRENE STUD, NUT& WASHER _�_ �_ RUBBER STRIP "RSC" AT 6"MAX. O.C. 1/4" x1 5/8"S.S. OR APPD. EQUAL RETAINER STRAP u_ 1/4- S.S. THREADED 3 3 EACH SIDE OF GATE COMP ESS 4°± STUD, NUT & WASHER DETAIL BOTTOM SEAL E Scale: 6" = 1'-0" WW -6 SEAL SEAT 4"x9/16" RUBBER– "J" SEAL HOLLOW BULB "EVERLASTIC" = OR APPD. EQUAL BOLTING OF SEAL- TO EAL-TO GATE SEE DETAIL C BOTTOM VIEW D Scale: 6" = 1'-0" WW -6 �SECTION B Scale: 6" = 1'-0"W-6 TE �. SEAL R PLATE SEAL SEAT FACE 1ADJUST TO SEAL 2 ± TO GATE SEAT TE SIDE PLATE 0.250"x3" NEOPRENE STRIP —36 1/4- S.S. STUD, NUT & WASHER SECTION // F� Scale: 6" = 1'-0" DETAIL -SIDE SEALS %C1 3/4 ACTUAL SIZE -6 C W LCANIZE CORNER MITER D ETAI L - GATE SEALS A Scale: 6" = 1'-0" WW -6 UnIco T 11-A- 4 1-± 4 m 2"X4"X1/4" SITRUCTURAL TUPING FRAME WALL SEAL SEE DETAIL K VVVV-6 M r WATERWHEEL 5/16" SS HEXHEAD PYLON BOLT & WASHER, 6 8' 2 2X6 FRAMED WALL REQUIRED DRILL AND TAP GALV. FLASHING ON WALL ; ADJACENT TO WHEEL PILON i co RUN CULTURED STONE �� 4" DIA. HOLE IN ui z� PYLONR TO LIMIT OF WHEEL $� J� U I + 7"+ 116" r N n'I --5/8" PLATE j 1/8" SS RETAINER RING 7 3/8" HOLES IN RING Lg ` 'f ' ' ;, AND FELT PAD 1/2" FELT PAD I I { f BEND COVER PLATE TO MATE TO 5/8" PLATE - ® °sEMs EA FRONT VIEW SIDE - SECTION FT DETAIL - WALL SEALK SLOTTED ALTERNATOR ` TENSIONER STRAP & BRACKET Scale: 3" = 1'-0" WW -6 49.62:1 GEAR BOX I 1'-1" PERMANENT MAGNET ALTERNATOR GEAR LT DRIVE I (PMA) WITH FAN, MOUNT TO PLATE 2"X3"X1 /4" TUBING WITH BRACKET AND SS BOLTS, NUTS & LOCK WASHERS ---MILL HOUSE- 4"X6"X3/8" STRUCTURAL TE FACEPLATE TUBING 2 KEYED SHAFT FIT, 45 TOOTH, 1/2" PITCH GEARBELT PULLEY TO FIT 0.75" WIDE BELT (EMERSON-EPT.COM) ;ILL TYP --- ' S.S. 2"X4"X1 /4" STRUCTURAL TUBING - TRAP FRAME READED" STUD, N1/2" PITCH X 60" PITCH LENTH X 3/4" - R AT 6 Q.C. WIDE GEARBELT (EMERSON-EPT.COM) }Z O u_ CJ 2-1/2" KEYED SHAFT FIT, TO - INSIDE BORE ON GEAR BOX V 49.62:1 DOUBLE REDUCTION GEAR- w BOX (RUN IN REVERSE TO INCREASE SPEED) MOUNT TO SHAFT AND Q HOLD WITH TORQUE ARM, HUB CITY Q MODEL 5 WITH SPECIFIED BORE TO RECEIVE 2-1/2" SHAFT 00 W Co Cr) CV' ao 4 TOP VIEW - GEARING Scale: 1-112" = 1'-0" 71., '4 71, 4 H +a DRYWALL 4 I FINISH MOLDING ON PERIMETER 721" 21-23"I 2X6 FRAMING - TORQUE ARM ASSEMBLY, i� �� GALVANIZED FLASHING AROUND HUB CITY MODEL FRAMED OPENING 8542211004 WITH 23-01749 i —5/8" PLATE_ 2" 3j � 2"X4"X1/4" STRUCTURAL TUBING 2 4 21' 49.62:1 GEAR BOX x TYP � � GUSSET PLATE i -- �, I V N 5/8" PLATE BASE PLATE _ J 2"X4"X1 /4" STRUCTURAL TUBING PROVIDE EXPANDED METAL BELT I %" PLATE STIFFENERS, TOP AND AND GEAR COVER BOTTOM `- --17mm KEYED SHAFT FIT, 14 TOOTH, 1/2" PITCH GEARBELT PULLEY TO FIT 0.75" . aC WIDE BELT (EMERSON-EPT.COM) p PROVIDE SS BOLT, NUTS AND LOCK' -N —� WASHERS, SIZE AS REQUIRED TYWALL SEAL ----- �SLOTTED ALTERNATOR SEE DETAIL K ° I_ _ C/L WHEEL SHAFT TENSIONER STRAP & BRACKET W.6'WATER- �I� PYLON WHEEL T PMA (WITH FAN) HIGH STRENGTH DRY 2"X3"X1/4" TUBING I PACK MORTAR -PMA (WITH FAN)2"X3"X1/4" STRUCTURAL 5/8"X12" GALV. ANCHOR v� %" USSET PLATE GBOLTS WITH NUTS 1' 1 �I TUBING, CLOSE END WASHERS. ANCHORSDTO BASE PLATE BE CAST INTO WALL, 8 I I I I � 2"X4"X1/4" 3/s" GUSSET PLATE TOTAL L_' L_' �� STRUCTURAL TUBING STRUTS 2"X4"X1/4" STRUCTURAL TUBING, o � � TOPTS "AND BOTTOM STRU 3,w O r- 2� vj c o= I Co o Z a cc L- I O a� U o EN m7�6 N a 6 7 Q }Z O u_ CJ Co th U V L-J w 1/8" COVER PLATE, PROVIDE SS ALLEN BUTTONHEAD SCREWS U7 Q Q W W � ON PERIMETER, 6 REQUIRED ` �, z 3,w O r- 2� vj c o= o Ix 2X4 X114 STRUCTURAL TUBING r WATERWHEEL PYLON70 19" X 3--' " X 5/8" FLANGES, \ 2 REQaRED N �- � I Co o Z a cc L- I O a� U o EN m7�6 N a 6 7 Q }Z O u_ CJ 0 i C') L-J ` � 7:TL LI\ 1/8" COVER PLATE, PROVIDE SS ALLEN BUTTONHEAD SCREWS U7 Q Q W W � ON PERIMETER, 6 REQUIRED ` �, z p N cc W J <C W W 0 Y w W W <( � �� OPENING t �, vG m c i � LL W BASE MOLDING W Q _z � J i ELEV. 401.00 TOP OF SLUICEW __--------------------------------------------I WASHERS, 8 TOTAL L__ I 2X6 SILL PLATF U � °6 TOP OF SLUICEWA W Q cr U co —L W 5 o o Ix 2X4 X114 STRUCTURAL TUBING r WATERWHEEL PYLON70 19" X 3--' " X 5/8" FLANGES, \ 2 REQaRED N �- � L- I O • i i 2n X4" X1/4" STRUCTURALTUBING i i L-J ` � 7:TL LI\ 1/8" COVER PLATE, PROVIDE SS ALLEN BUTTONHEAD SCREWS /� 401.50 MILLHOUSE FF ELEV! TYP �� ON PERIMETER, 6 REQUIRED ` �, GALVANIZED FLASHING � �.. ELEV. 401.50 MILLHOUSE FF AROUND FRAMED i � �� OPENING t �, vG i � 2::3T"4" 3" 11- 4 5I8"X12" GALV. ANCHOR BOLTS WITH NUTS AND �� BASE MOLDING i ELEV. 401.00 TOP OF SLUICEW __--------------------------------------------I WASHERS, 8 TOTAL L__ I 2X6 SILL PLATF TOP OF SLUICEWA 1-62" FRONT VIEW - GEARING { WITH SIMILAR THICKNESS ENDNOTE: CLOSE ALL OPEN TUBE ENDS Scale: 1-1/2" = 1'-0" U1JW-6 PLATES ' 2 77 i 9" J V � SHEET O. Vll:3 o OF 22 O 27 Ll 111v 1_11 I a_4 % 11111.0 Irl, ori f wi. OF NEW STORM DRAIN 1 1.0 5 2.5 0 10 20 LANDSCAPE PLAN m -_ET 14 / is I:zl Ci y,. -'" cidca M o ca. AL 08 ' ;r ,,u,v.r;.,. :f i ,, •, ., . .. r; \ '�. v ,.r/ 1, � �^µf!'/ .u -z ., :y _"'` �'�:... •..5�' .'''�.�,-\ U'—)G3 R� f s ; � r;' �`�, >: � ;y't.;.-,�',,'>'.?S `.=t'•'c"__.>�,C--%S� v`.i?i�':.�},c>,."�.� Z,,.,.;�., .{..,_:•` y�;.,.>;Y';".. ,�.i v'�::f,� ; � s. t i vt• h•: Z . XIST.,. f ! 1 ., art..., `'"' ,. ,g.7:-1-�r �"'.'h..._._......- - --- _ _ \\\�cf'��✓` } i , 12 4. t i' a \ a, AV LOCATE EXIST. 3 MAINLINE AND REROUTEIAS SHOWN 3 �_ � 3� 7,. r 4 I ,ill, 'r;. '-»� `. /J' 7-•• y�._^.J.::.. �.:l�. _ r; fix.;._ �1. ' CONNEC _ 1, �... 4 'kt'`' y/ 1 / 4ZY If -0 w�.. 1. 7• --�L fr. ti ! f \\ 1 `.,!:... t y fl�� i 74 `, i! "iyu _.. -' --- Vii•+ t�!`y_i, --- - ,*li-.._.7 _.._.....___t __51..._. __. :z yam" ..�_ RELOCATE !-. EXIST.\„ ,; f' 7 :•-, %YA SO, SLEEVE J TO C15;,`> EXISTS/�,��';SLEEVE` ' ;'i f ��"_ \ 1'''�'�� ��,)'c.. ,' eft'•, r--''��':�' _ 4�1y�`�F ,'li �f �. �'f�`,...i '\ � �, ,\ '�� � � '14/ �� .. .. .. - .t ...... -'---... 't tk ,..;ria•7:%,_..;( sem• 7/ ,' =�._�_.._._.._,.`;'_:.x_..._._ �,i 1f _ - Y 1 Lq 3 - - CONNECT TO EXIST. 4" REPAIR IRRIGATION AND AND EXTEND LANDSCAPING AFTER INSTALLATION OF NEW; STORM DRAIN \ 2 EXIST. , , 4- ��{ tf� Iv moi, Lam' r WivlvCl.l IV GhIJ I, y'q AIVU tX ItNU IRRIGATION PLAN LS -1 _O N U fr V coI­ _ M Tl� W < co U _co Oft 01 �LL com 4) 0 clca m a m 3 c2r p ILL Q O I O� z m ILS N ai N a oc a- c/) rr z W z 0- z W O Q U CL � J � rr cr O _ 06 W J W lZ U�^ w V V ) c o U iq SHEET O. U�E O 23 Olt 27 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 1G FESTUCA CINEREA BLUE FESTUCA GJ 5G GARDENIA JASMINOIDES "VEITCHII" JAPANESE GARDENIA HO 5G HEMEROCALLIS FULVA ORANGE DAYLILY HY 5G HEMEROCALLIS FLAVA YELLOW DAYLILY LM 5G LIROPE MUSCARI "MAJESTIC" LILYTURF RO 5G ROSEMARINUS OFFICIANALLIS ROSEMARY SR I 5G STRELITZIA REGINAE BIRD OF PARADISE SYMBOL c SIZE PLANTER 1 5 POTS — (4 TOTALS QUANTITY PLANTER POTS ARE MANUFACTURED BY DURA ART STONE, (909) 797-9000, (800) 821-1120, FONTANA, CA PLANTER POT MATERIAL WIDTH DESIGN HEIGHT COLOR FINISH ` DRAINOLES O TION S (PRECAST S O 2 FT. A (SQUARE) 22" S -GRAY) SK (SMOOTH) 2" AUGERS CONCRETE) S (PRECAST PLANTS QCONCRETE) 2 Ff. B (ROUND) 2211 S- G (RAy) SK (SMOOTH) 2" CEN EKED SAUCERS cJ 35 L�•- �,.�'" Yom' ' LANDSCAPE NOTES 1. TREES SHALL BE STAKED AS PER DETAIILS AND SPECIFICATIONS. SEE SHEETS LS -3 & LS -4. j 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. N IRRIGATION NOTES 1. INSTALL MATERIAL AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. I 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. VALVE NUMBER RC15E, WATER DEMAND ALVE SIZE 7,3 -- 15-Y, 11) IN I m a> o 1151 =i t o rasst<. ' co W C J a� 2 w o -20 J ca W � z 00 co �`- M v _O I-- co '�pco 0 -6— cr a� E2 x �. m a' _o z ai �co Q co m co cp T lcij z 0CD M o c z 00 T W 11) IN I m a> o 1151 =i t C ' o N o � Y U) W C J w w � J U W � z � v _O I-- uj U) 0 p O cr Lu - IL z w <C Q O m z o z U n SHEET N D. ��O OF 24 OF L7 144 CITY- OF BAKERSFIELD LANDSCAPE AM IRRIGATION LEGEND sa --L- of --IC APIROM =10= DATE REVISIONS PLAN NO. L-1 TOP OF VALVE BOX 25, (0.16W TEE (9510 MAIN (Sm NOTE 03 ON EWN61ON LOOP OR ELL (5 LINE THIS FOR ALL WIRES FINISHED GRADE TTI EXTRA CONTROL WIRE WIRE REZILI COMM ANIT ON CRE 51ZEj FEMALE AO HIRE SCHEDULE bo PIG - 4A' (0.1 PAST NIPPLE M (TT) ADD THREADED UNION %AdEvmue 80 SEE MAIL "W VIEW 19 FOR VALVE NIPPLE (r/T) THIS SHEET INSTALLATION - DETAIL V) MAINMAIN LINE LINE 5 ALL IRRIGATION CONTROL WIRES (CONTROL NO CO+W SHALL \-0 REM= CONTROL VALVE BE 14 64M 111- SW STRAND COM WRA TAPED NO WIPED AT V 004 NERVALS AND FL44W WAR THE IRRIGATION MOM AT THE 3 O'CLOCK POSITION. Narrs. SEE CITY STANDARDS *W L4 L USE TEFLON ON ALL IMAM JOIM 6. ALL ME COM62M 51AL BE NAIIEIWROOF AND APPROVED BY THE RECREATION AND PARK5, PWWOR. SPLICES WILL W I ALL HIPPUS SHALI. BE %HMU So PVC ALL PITTINGS BE ALLOWED RM AFPP04W BY THE RECREATION AND SHALL BE S0,0111LE 40 P4. PAM DMIM THE APPROVED SPILUM WILLR15alft THE US OF A SPLICE BOX 3. ALL RRISATION CONTROL VALVES SOL BE RAM IN A "M IRRIGATION 001MIOL VALVE BOX PM VALVE 10 TAG. INE TOP OF I MAINTAIN 2jO (OhW SEPARATION BlErIM REMOTE THE VALVE WX SHALL M 21100* SELOW fINISHEV BRADS IN TIIW COYM Y&VES (OWERLINE TO CWRAWJ *0 M0111! TIN AND 20 15MW ABOVE FINISIED 6RADE IN RAM AREA, THE ONE VALVE fS INSTALLO N THE SAME LOGATION "TIC, FOLLONINS VALVE BOXES NO LOS OR APPROVED ISMAL HST BE ABU TO REIP.ACE VALVE NTH WT C#MNS AIM DEEMED MC&TAKE ANY DEVIATION FOR THE ACCEPTED 60M MISATION LOO OR MOVING WX AV UOS BELAIN MST 09 APP� BY TM WXWA110N NO PARKS VmTop, A. WHERE POEISIBLA LOCATE VALVES IN THE PLANTER ARM SIN6L8 VALVES: NDS, PRO SMIES 14'Xl9" q. ALL MISAM INSTALLATIONS SIAL BE IN AV4RDANCE WITH CORMIJOATM VALVE DOX WITH HOLT DOM 00VER. CITY STAWARDS, THE LATEST APPROVED EDITION Or THE UNIFOR14 QUICK COUPLER. AIDS PRO 5132 95 W ROUND FUMNS COX, MAILIPACTURERS CATIONS, SWTION C40KRI76ATED YALNE BOX WITH W)V DOM C4YM 2D OF THE STANDARD SPECIFICATIONS, AND AS OMT W Of THE RECREATION AND PAM DI RECTOR PARE PULL BOX, NDS PW SERIES 13')=' JUMBO RECTANGULAR VALVE BOX WITH SOLT DOM COVER, (0. ALL MATERIALS M OWL BE N54 AND FREE PROM DMIS. 4. IISTALLATION Of EXTRA IRRIGATION CONTRO11. WIRE FROM If. ANY AND ALL CHANSES SHALL BE A"ROVW BY INE WREA1101,11 110th'AlliTION CONTROL a= TO REYCIE CONTROL VALVE 5 AND PAW VIFWZTOR PRIOR TO IMPLBBWATIOK REWW FOR PAGE MA14FOLD OWLE OF VALVES) OM KIM SHALL BE A VIFFEIM COLOR THAN THE ONE USED To 12 SEE APPROVED LANDSCAPEARRISATION PLANS AV LWM OPERATE VALVES (OW COLOR FOR ALL VALVE KRIS 4 ONE COLOR FOR mmm MODEL Nfd'BERS, = (iwm, mmFAcn%ERS FOR ALL EXTRA HIM) AM FIERPORMAN51! RIMIREM!". WANTITIES, KWACNRERS AM PERFORMANCE CITY OF BAKERSFIELD WITH THE POWER SUPPLY OR VALVE MINS LOCATE THE MA*- "TICK -REVISIONS 6. MY AV ALL CHAIM FROM 1015 STANDARD OWL BE DETAILS FOR REMOTE CONTROL VALVES CON CABLE WAR It MAIN LINE AT A q OV.&,K POSITION. GRADE: MANI)PACTURERS AND PWO104WE ItEaMMOM V (3DW NTEWALS. S. IF MORE THAN 011E LINE IS INSTALLM FIR TRENCH, PROVIDE STANDARD LOCATE WARES AT THE 3 O'CLOCK RSTON. OY (OBW HORIZONTAL NO VERTICAL SEPARATION, PLAN NO. gff IS OF 14 4. ALL PX WLYPT (" SHALL, Be ni (MRR 15 L-6 www ON MAIN LINE OfLy). 0.51 031, RAD. OftTd OF FENCE FIN15W TYPICAL ALL 50M 60DE L-9 CHAIN LINK PENCE (SEE NOTE $15) OR VOW FENCE MON STRIP NI C42W.Am MON -SIM 05'RAD.0" tWARATS TLW MUM PLASM 10' (25rW I TYPICAL ALL 5IOM (Sm NOTE 03) 03, RAD. 05NA) Pb. (Pur-) (o I(O.23W FINISHED V-TYPIGAL TOP SIDES F o 6RADE � I, MIN. - 2% MAX. FALL AWAY FROM PLAYGROUND SAW 6v 650 LOT THICK EARTH CONCRETE MON STRIP 3. FINISHED 6RADE DIFFERENCE ON EACH SIDE OF THE WALL SHALL NOT Exaw lio, (0*0. MON STRIP AT CHAIN LINK MIN. SND NOW (0-20 BLOCK WALL f02COMPACTED EARTH OR PENCE APPROVED WATERPROOFING SIDEVOLK ON LOT SIDE NOTES: LOT, GRADE 1. CMMOT AM SCORE JOW 09 AT EVERY PWE PM AM TYPICAL TOP SIDES EVERY W (4hWVON ALL aTHEK CONCRETE SWAM 2.0'('�' 2 ALL AREAS TO RWEIVII! CONCRETE SOU BE COMPACIE17 TO (SED NOTE 0 W% RELATIVE DENSITY FOR A DEPTH OF 0.5' 000mml OR AS FINI COMPACTED APPROVED SY THE MWATION ANP PAM NOPITOR, - 6RADEPARTH S. TOP OF MLV( STRIP SHALL BE I0'(29myj ABOVE IFIKSW 6RADE WHEN AMMENT TO TURF NO 200ftelf ABOVE bo" p5aTm) FOOTING MM%W GRAM YM AD444W 110 PLANTIR OF THE WALL IS MM THICK CONCRETE4. MOM THE GRAVE ON THE LOT SM O MOW STRIP 4 PIAN THE GRADE ON THE STREET SIDE OF 11E WALL, MTER PROOFING, IS 0152MOED. SEE CITY STANDARD SW L -q DETAIL CA FOR NATM PROOFINS, REMPSOM TION BLOCK WALL 5. A 410 (02kj WIDE CONCRETE MOW STOP is REQMW FOR ALL OR FENCE LAW AREAS AD444M TO AN FASTINS OR PROP09D PE NOMML F CITY STANDARD SHEET L-4 1, DETAIL W 4 W % 6. ANY AND ALL GHANM FROM M9 STANDARD DETAIL SW SHALL 13E APPROVED BY THE WZM11ON AND PARKS DIRECTOR PAM V WNSTRIZIM R=9& TYP PILASTER I ALL 60VAM SHALL BE CLASS'g IN ACCORDANCE NTH (023W CITY STANDARDS, THE 1ATMT WTION OF SECTION 13 OF TIE STANDARD SPEZIMATION, AND AS APPROVED BY THE RECREATION MOK STRIP AT AND PARKS DIRECTOR WALL AND A. M0101 STRIP ALONG WALL SHALL WA= "IM IL M01 STRIP SHALL BE MT&LW AT ALL PROPERTY LINES. BACKFILL CITY OF BAKERSFIELD REVISIONS AS VIRWYED Or M RECREATION AW PAR* DIRECTOR DETAIL FOR CONCRETE MOW STRIPS sAcjoxDIRECTED BY THE RECREATION AND PARKS DIRECTOR woii A5 I19LY TO VALVE -6 SEE CITY STANDARD SHEET L-8 MR 74M BLOCK DETAIL, (2.0" 00ft4 and left) & MY NO ALL CHANGES SHALL LIE APPROVED By THE & PLAYGROUND SIDEWALK LATERAL LINE LESS SHALL BE SOMILE 40 PVC.. IRRIGATION MANLINM MMER THAN 20' (SOW IN DIAMETER SHALL BE 1171! PZ XMZLE 40 OR STANDARD APPROVED IESK BY THE REMATO AND PARKS DIRECTOR. PLAN NO. SM 11 OF 14 L-1 1 ANTIOV110 RC230= DAM 10 NOTES: SLOPE WITHIN A LANDSCAPE AREA 514ALL BE FR FROM WALL IN ( ON17U]T. PVC, LONG STAINLESS STEEL I. VM GRMW MER ROADWAYS OR ANY OTHER HARD SWACE, I. DUPT AS NOTED, ALL RPINS NO F17W SHALL BE CONTROLLER 24' CONCRETE CONCRETE (I IN. BLOCK WALL BLOCK KALL -,s, ALL =7RI&& WIRING NO WATER LINES SMALL BE INSTALLED 2S' ENCLOSURE IRRIGATION CONTROLLER C-NrL0w'RE NOTES: (01W DEEP, IN A SCHEMILE 40 PV4 SLEM SiMe SFW L BE 2 . AUTOMATIC 5. ALL NR WATIoN i0rALLATION SKI. BE IN AMORDANcE NTH 2. COSTRZT 05'05&W 70M aASS IBI C;ONCIFIETE SLAB AS 11MI5 DIAMETER Of CONDUIT / PIPINS. ALL EIMTRICAL CONDUIT WALL HAVE I* M. OW FOR 110 VOLTS AND 7 MIN. VIA. FOR LOW A CONTROLLER AUTOMATIC, VOLTASE SEE CITY STANDARDS SW L-3, DETAIL H. DWITY PRIOR TO PLACE M OF C41CUREIIIE SLAB RECREATION AV MARKS VIMTOK I ALL MSATIOR CMROLLER ENGLOSIM SHALL Be 2. WHERE THE RAIWRD MAWCOM OWATOK SYSTEM 15 PIACE NEAR THE MAIN LINE MA OF A VANDAL AND WA1HER RESISTARr HAnK uwmmrl T. WE APPROVES LANDWAK / IRMATION PLANS PLACE IRRISATI01 CONTROL swpol THE MAXICOM CABLE, MST NOT Cot INTO CONTACT AT PiE 9 OV-= CONDUIT f PIPING WANTITIES, KWACNRERS AM PERFORMANCE KRE5 WAR THE MAIN WITH THE POWER SUPPLY OR VALVE MINS LOCATE THE MA*- "TICK STAINLE55 STEEL 6. MY AV ALL CHAIM FROM 1015 STANDARD OWL BE EUNDLED AWTAFM AT CON CABLE WAR It MAIN LINE AT A q OV.&,K POSITION. GRADE: MANI)PACTURERS AND PWO104WE ItEaMMOM V (3DW NTEWALS. S. IF MORE THAN 011E LINE IS INSTALLM FIR TRENCH, PROVIDE " MY) LOCATE WARES AT THE 3 O'CLOCK RSTON. OY (OBW HORIZONTAL NO VERTICAL SEPARATION, L05URE 4. ALL PX WLYPT (" SHALL, Be ni (MRR 15 MAIN LINE www ON MAIN LINE OfLy). SLAD 5. LANDSCAPE AND IRRIGATION IHPR7#TMDft HIM THE L-9 DEDICATED SIRS!, MY Riff N AN Oft r) SIRWrPERMtr C+MKWITH CITY l%SINMNSDfPARTM831T (04" rjmS*w GRACE FOR WXIU1FaeM 4- REWRED PRIOR TO SUBMITTAL OP WALL IMPROJi3ABtf PLANS, 6-HIMOPEN STREET GUTS ARE REWRIEDTO 11157ALLVARM 6. A 60 (o)5yj THICK REIwv?zEV gxwwm v -*a Is, 6.0"(0.15m) UNIONS\ IRRIGATION LINES MOM HIRES, ALL STRWr PATORINS WITHIN 3. FINISHED 6RADE DIFFERENCE ON EACH SIDE OF THE WALL SHALL NOT Exaw lio, (0*0. MIN. THE C41Y RW -M -MY 91ALL BE IN AaMANM WITH CITY 4 GROUT ALL Ca.1.5 TO 2A' (Ohm) ABOVE HISHEIR GRAVE • STANDARD ST42 OR AS DIRECTED BY THE CITY ENSPIEER FOR 5 $Pat ALL MIS CONTAINING FMAK INOLUDNs SM 0CD CD T MDIRECTOR Y. ALL IRRIGATION LATERAL LINES SHIALL, BE CLAGd. 200 PVC . TURP tEA05 SM CITY STANDARD J, SHIEST L-4 - w- 6. A MINIMUM Or 259E OF STREET SIDE MASONRY To IF A LATERAL 1.01S 15 LOCATED UNDER A KkV SURFACE, UPC. SE TEXTURED. SCHEME 40 PVC, IS REGLNEV. T ALL IRRIGATION INSTALLATION SHALL BE N ACCORDANCE NTH 0. NO XV 15 A C~ III PITTE12 VlreTOK ALL IRRIGATION TURF HEADS CITY STANDARDS, THE LATEST kcanev EDITION OF THE MAIN LIN Z LARGER THAN 20 (50ffW IN DWVM (H WWM 6.0"x &V x 16' b. BEARING 5011. SHALL BE COWAC71217 TO 410% Or MAXIMUM LINES) SHALL BE SMUM NTH C*4RETE 74M BLOCKS IN DRY DENSITY AS DEI MINED BY ASM VH51 TO A BACKFILL A"MANOE WIN MAI,1106RM RE64MMEVATION AND ALVANIM AS VIRWYED Or M RECREATION AW PAR* DIRECTOR FROMNATER/:�N METER sAcjoxDIRECTED BY THE RECREATION AND PARKS DIRECTOR woii A5 I19LY TO VALVE -6 SEE CITY STANDARD SHEET L-8 MR 74M BLOCK DETAIL, (2.0" 00ft4 and left) & MY NO ALL CHANGES SHALL LIE APPROVED By THE 4. ALL IRRIGATION MAINLINES 201 $&W IN VWeM no LATERAL LINE LESS SHALL BE SOMILE 40 PVC.. IRRIGATION MANLINM MMER THAN 20' (SOW IN DIAMETER SHALL BE 1171! PZ XMZLE 40 OR REVISIONS APPROVED IESK BY THE REMATO AND PARKS DIRECTOR. fO. ANY NO ALL CHANGAS SHALL BE APPROVED BY M IMRIENTO FINOW GRACE 100-1w AND PARKS DIRECTOR PRIOR To NPU*+WATlOK WATER PROTECTION IL ALL IRRIGATION INFIALLATIM SEAL BE IN ACCORDANCE NTH P MR LARGE CITY STAVAIIVS THE LATEST APPROVED EDITION OF THE WORM IM WADS 0ACZ"W BACKFILL AND COMPACT FL"M CODE, MkMACIURERS RZOMMEVATM SECTION PLAN NO. To CAN STANDARD ST -e. SEE CALAA* SPECS. 20 OF 11E STANDARD MMAT1014% AND AS DIRECTED Of THE FOR SMALL itcgx)D= DATE L4 MR SURFACE TREATPW OR RECREATION AM PARKS DMTM TYPE M MEDIAN (URD AS 011WITED w THE 12. ALL MATIERIAIL WIEV SHALL M NEW *0 FREE FROM MMMilm W.MATION AND FAW-5 15 SEE APPROVED LAVSCAFE AM IRRISATIM RM AV LWCM LATERAL L CONCRETE MR SPECIFIC MOM HN SEK SIZE, (IIMITY, MANFACT11RER,PLACE ALLOWED IN LANDSCAPED 1IRRI606N CaTRX. AND PERFORWM FFLAaCE M�A=014 RES HRES WAR THE HM NVI.W AM TAPED AT 14. NO OTHIER C0011IT OR MW MAY BE AllaNED WAR THE KNN LtL%K 10- ODM) INIEWALE, W70IN RWATION PIPING OR 04RM LINE7RW, AT THE q O LOLAT5 WS AT THE M1110K 3or=POSITION. t--'\ �v WLTIPLZ LIN= HAVE NVV,,SMjkL1,Qj1,EM.11 CITY Our BAKERSFIELD REVISION! 51 ET L-12) DETAILS FOR PWING, C.O.B. 24' VARIES TRENCHING, AM BACKFILI, ( Okm) STANDARC '4 4 - 2 #4 LONGITUDINAL. CONTINUOUS SLOPE PLAN NO. SM 2 OF 14aLs�ODDoc DATR L-2 TOP MOUNT SLOPE WITHIN A LANDSCAPE AREA 514ALL BE FR FROM WALL IN ( ON17U]T. PVC, LONG STAINLESS STEEL MODEL 55-2255 I. DUPT AS NOTED, ALL RPINS NO F17W SHALL BE CONTROLLER 24' CONCRETE CONCRETE (I IN. BLOCK WALL BLOCK KALL -,s, OR APPROVED EQUAL ENCLOSURE IRRIGATION CONTROLLER C-NrL0w'RE NOTES: TOIA WILL BE . AUTOMATIC 5. ALL NR WATIoN i0rALLATION SKI. BE IN AMORDANcE NTH 2. COSTRZT 05'05&W 70M aASS IBI C;ONCIFIETE SLAB AS CITY STANDARD% THE LATEST EDITION OF THE CALIPOWA M"No 09MW TO RECEIVE THE FEDSTAL MOUNTED IRRIGATION CONTROL CONTROLLER AUTOMATIC, 0 DWITY PRIOR TO PLACE M OF C41CUREIIIE SLAB RECREATION AV MARKS VIMTOK I ALL MSATIOR CMROLLER ENGLOSIM SHALL Be CONTROLLER OF A VANDAL AND WA1HER RESISTARr HAnK uwmmrl T. WE APPROVES LANDWAK / IRMATION PLANS ENTIRELY OF W GRADE STAINLESS STEEL, TOP MOUNT CONDUIT f PIPING WANTITIES, KWACNRERS AM PERFORMANCE 4, MIRED COMM BASE - W MIN, THUNIM MEW CONCRETE V PLAN VIE STAINLE55 STEEL 6. MY AV ALL CHAIM FROM 1015 STANDARD OWL BE FOR DRAINAGE. APPROVED BY THE W®REATION AND PARK5 DIRECTOR PRIOR GRADE: MANI)PACTURERS AND PWO104WE ItEaMMOM TROLLER SUS-A55EMBLY CONTROLLER ---e ISLAND PARKWAY, WATERPROOFING " MY) PLANTER WALL, AND RETAINING WALLS IS' MIN. L05URE is, MIN S. ALL TRANSITIONS FROM 6ALVANZE12 PIPE TO PVC PIPE SHALL. (0.45W t SLAD TESAINASDTRIPS&IT4H L-9 APPROVED RCRRfOOGt DATE r) AIPPIVYW EMAL BY THE WXA110N NO PAM PlIMTOR, V FLACtAR05 4- REWRED PRIOR TO SUBMITTAL OP WALL IMPROJi3ABtf PLANS, iI 6. A 60 (o)5yj THICK REIwv?zEV gxwwm v -*a Is, 6.0"(0.15m) UNIONS\ FEMALE FMM FOR ALL WATER PROTECTION DEVICES ~ ADAPT 3. FINISHED 6RADE DIFFERENCE ON EACH SIDE OF THE WALL SHALL NOT Exaw lio, (0*0. MIN. SIDE YIEW 120 -VOLT 5ERVICE7 SLOPE WITHIN A LANDSCAPE AREA 514ALL BE FR FROM WALL IN ( ON17U]T. PVC, LONG SWEEP ELL - FRONT 51ZE AS REQUIRED. MODEL 55-2255 I. DUPT AS NOTED, ALL RPINS NO F17W SHALL BE (5TRON6 BOX BY VIT PRODUCTS) 24' CONCRETE CONCRETE (I IN. BLOCK WALL BLOCK KALL -,s, OR APPROVED EQUAL CONCRETE IRRIGATION CONTROLLER C-NrL0w'RE NOTES: TOIA WILL BE 1. LEE WhIEDULE 60 PVr, CONCUT " M WWSW 5. ALL NR WATIoN i0rALLATION SKI. BE IN AMORDANcE NTH 2. COSTRZT 05'05&W 70M aASS IBI C;ONCIFIETE SLAB AS CITY STANDARD% THE LATEST EDITION OF THE CALIPOWA M"No 09MW TO RECEIVE THE FEDSTAL MOUNTED IRRIGATION CONTROL COM AND KANUFACT11RIEKS IRBCO"WATION, SECTION 20 OP 04MIC COMPACT 03'050nm) SAW TO 110% RELATIVE 'RE STANDARD SWIPICATIONS, AND AS DIRECTED BY M DWITY PRIOR TO PLACE M OF C41CUREIIIE SLAB RECREATION AV MARKS VIMTOK I ALL MSATIOR CMROLLER ENGLOSIM SHALL Be b. ALL MATERIALS SHALL BE NEW AND FREE I'VD9 DEFECTS OF A VANDAL AND WA1HER RESISTARr HAnK uwmmrl T. WE APPROVES LANDWAK / IRMATION PLANS ENTIRELY OF W GRADE STAINLESS STEEL, NO LESOM MR SMM MM NI)MBERS S= CONDUIT f PIPING WANTITIES, KWACNRERS AM PERFORMANCE 4, MIRED COMM BASE - W MIN, THUNIM MEW CONCRETE V PLAN VIE BEYOND OUTSIDE VIMIMM OF EICLOM WITH IrA 14M 6. MY AV ALL CHAIM FROM 1015 STANDARD OWL BE FOR DRAINAGE. APPROVED BY THE W®REATION AND PARK5 DIRECTOR PRIOR GRADE: MANI)PACTURERS AND PWO104WE ItEaMMOM TO ANY TYPE OF C4MTMTIOK CITY ora"F"BAKERSFIELD REVISIONS DETAILS FOR TOP MOUNT, STAINLESS STEEL CONTROLLER ENCLOSURE STANDARD PLAN NO. En 3 CW 14 AM"VW p"30= Am L-7 DOOM AREA WITHIN MDPIM A4C.W-TA&-9 FIR THSLIMITS SAAL., 1W VNTIlwM.fSU14FACIV 11� ANTMIAL WITHAPPROWM HNPO SloNFAM TPEATMWr. LW OR c4ux"wim OF W995 OR 071M MATAIES MAY W UMMW LANDSCAPINS LIMITS WITHIN MEDIANS c - AM AOW V �j I IE ZQWA c- Ymin e. HARD SLIWAGE TRMATML%17. veblolu$ 50% MIN. PLANTER AREA ACCEPTABLE HARD T 'M% MAX. PLANTER AREA SLWAC& TRIE, AS APPROVED BY R9tT11W0NAND ZMAlk OFPARKSCTOR 1. A IS' MIN. BORDER OF RAW SURFACE TREATMENT 15 WARREV ADjAaW To THE BALK OF an IHPDU 4W ZONE S. 2. 1NF6RE WDWN S 185 THAN I25 MffJLSURPD PROM Hf TO FE f6' PLANTER YMDTHH% HARD 9LRfAOE TT:FJITMEIT ONLY R11RiR 3 HARD SWACE TREATMENT ONLY MUST W INSTALLED AM THE MINIM WIDTH DM Wt oWX FOR So CONSBWnyE FEET 4 NO SHRUBS KILL BE AioNW N PLANTER AREA wmm PRIOR APPROVAL. OF RECREATION AND PAWS vMTQK 5 STAMPED, WHORM INSTALLATION SHALL BE TO VOMAN11V SPECIFICATIONS OR APPROVED IEQAAL 6 SORAY =Tg,1,f,0r2ATfON= THE IY HARP SWAM TREATMENT ALONG 7HE PEIV-9TER OF THE PLANTER To BE OT simm HEM 295. I UIES R HOWEVER, WERE SWAT IL GRADES EWA= 2% FALL, ASPRAY MW TME MGWT=XiEr� 15 BIWAASEV 6 =06OW2 OR OTHER HARD SMACE TREATMENT SHALL BE DETERMINED IN C*SLTAIVN WITH THE WOMATION AND TyLI=ROITMMAR 10 INSTALL MOWER RAW AT ALL MEDIAN BRlAICSJYRE A& Y AT LEFT nO FWTIS AD44OW TO LAKIN ARI If. COMPACT OV00AW WMO 4% RELATIVIE DENSITY MjOlol ALL WnSaw- IZ M RAMP WWRW ON AGUE OF MWAWA (2 W RAMPS MR SAIV) Vw PER Pr 1/4' FM Fri Is, SECTION A -A SECTION B -B SECTION r-7�a MON RAMP NO PLANTER PLANTIER 4 TLIRF AREA CITY OF BAKERSFIELD REVISION DETAIL FOR LANDSCAPE LIMITS WITHN MEDIANS FTANIDAM PLANNO. SW 12 of 14 APPROVED Rf8D07OTX nhn L-12 A 1- 111-1 uw NOTES: t NO CR WO I)VER ROADWAYS OR ANY OTHER HARD SURFACE; ALL ELECTRICAL MIRING AND WATER LINES SHALL BE INSTALLED 25' (0-16W MW, IN A WHEM 40 PVC, SLEEVE. SLEEVE SHALL BE 2 TIMS DIAMETER OF COWT / PIPING. ALL ELMIRI( AL CONDUIT SHALL HAVE 1' MIX DIA. FOR 110 VOLTS AND 2' MEN. VA FOR LAW VOLTAGE 2, SLEEVE SMALL EXM 1& (034 MY&V HADRSOAPE ON ALL Evs 1 IMMROVB E It WITHIN THE DEDICATED STREET RISK-OF44AY MAY m2m M Oft STREET PERMIT CHECK Him CITY EmIlamms VERARTME141' FOR R152MRIEem, 4. WERE Oft STREET 011(ARE RIB IH TO INSTALL VARIOUS IWATION LINIES AV/Olt MM5. ALL STREfEr FAT(NINS NTHIN THE CITY Rl6HT-OP4WAY SHALL UE IN A"MANCE WITH CITY STANDARD ST -42 OR AS DIRECTED BY THE CRY DORM S. ANY AND ALL 01AM6Ta SHALL BE APPROVED BY THE RMATION AV PAWS DIRECTOR Molt To IMPLEMWATION. 6. ALL ELIZINZAL IN 51ALLATION SHALL BE IN A(4ORVAW.E KM CITY STANDAFM MANVAMMS RW.*4VVATM W21014 20 OF THE STANDARD SPECIFICATIONS NO AS DIRECTED BY THE RECREATION AND PAW DIRECTOR T ALL MATERIAL M WALL BE NEW AND FREE FROM IMPERFEC,11ONS & ALL ELECTRICAL INSTALIAIM INTININ PARKS OR PARKWAYS !HALL BE INEIMMIEV BY PAZ NOW METRICAL SlIFERVISOR. 4. NO 000 CONDUIT OR PIPING MAY BE ALLOWED WITHIN I!LECTRICAIL OR CONTROL LINE Ile&. 40'(0 Im) GRADE CITY OF BAKERSFIELD REVISIONS DETABS FOR ELECTRICAL CONDUff TRENCHING, SLEEVING, AND BACKFILL STANDARD PLAN NO. "m OF -1c AX%0M 1tt870000C mu L-3 ID` (0--") FOR NO'M5; SPRAY HEADS IA" SA'tr7 w 1. USE TEFLON PIPE ON ALL TWA= JOINTS ro 5n1 FOR B)OBLEZ5 2. ALL RWR5 M NIPPLES SHALL W WH 00 PVC. ALL F17TUW SHALL BE SW. 40 P/C. GRAM i4 5. ALL LATERAL5 SHALL. BE CLASS = PIC OR AS WWROD ON FLAN5. fv-x NIPPLE (TIT) 4 40 MOAT" WADS An (STALLED N" ELL IST) OR A DRAIN VALVE OR CHEM VALVE 15 REWIRED to PREVENT E945M TEE (EST) MK VALVES AW ORAN VALVES SHALL BE INSTATED AT LOCATIONS LATERAL. LINE AS PRESCRIBED DY 71IS SPECIFIED CONDITIONS AND SHALL BE APPROVED SY IM RECREATION NO PARKS DIRECTOR PRIOR TO My +eAD PLAC84NT AND USE 5 ALL POP LIF MAPS SHALL BE 20 OW FROM C*MM INSTALL TOP OF HEAD O -Z' AND ASPHALT AREAS ALL LARGE RADIUS M&ATION HEADS (PART kar4 AWA F.6 FOR - Pm5fw ( AWAV SHAT BE 40 (10OMMI FROM CONCRETE AND ASPHALT PART CPZLE A)6*4,� GRADE AREAS. HEISNr OF FOP IF HEADS SHALL BE AS FQLLOWE� aoo,WFOR FULL CIRCLE bir (o I% FOR LANK AREAS WWI 10 (03O FOR SHRIES, liv (0-%0 FOR 6R= COVES sco. 60 Pv(' NIPPLE (m) 6 WHERE PAW CIRCLE IRRIGATION HEADS ARE Al2JACW TO A 3"N6 WALL, LOCATE HEADS MIN. 4# (10OW FROM FACE OF MWINS, WALL TO TRIPLE SANS JOWL BACK OF IRRIGATION WAV. VRIPPLE 9" JOINT SHALL BE RAN SIRD SA SERIES OR APPROVED SW AL LMMAL LITE S. ANY AM ALL CHANSIES MOM THIS STANDARD DETAIL SHEET SHALL BY APPROVED BY THE RMRIENTION AND PARKS DIRECTOR q SEE APPROVED LAVXAPMOATION PLANS AW LWOW LAMM $MIS W-Ap Nkfta, Mo&" FOR SPECIFIC MOM NUMBIERS, SIM, alANITITY, KWACTLIREItS, FINISH® GRADE AND PSWORMANCE IMIREM511TS, FINISHED 6RADE IN TURF AREAS SKN6 PIPE PLASTIC ROUND VALVE BOX WITH BOLT a" USE AINLES-6 BOLT PLT AND WASHER. ELL IST) OR WRORANDST'XV" ONTO LIP. TIE (567) AUGK LATtW%AL COUPLER KEY WITH MALE H05E 515 LI TWEAM TION AS SHOD, KEY MT CLEAR VALVE BOX BARGED ELL 3. FINISHED GRADE IN SHRUB AREAS SHINS PIPE 4. MIN. WICK COUPLER VALVE 5TAIKZ55 STEEL CLAW BRICK SUPPORTS SCI. so we TRIPLE VAN& JOINT NIPPLE No TRIPLE 94WH5.0INT MAINLINE #4 x 36"REDAR STAKES, 2 REMIRED LATERAL LINE LANDSCAPE FABRIC, 5/4' ROCK, I clar, Fr. I FDIP UP SPRAY keW awm (aaftom MOW*" CITY OF BAKERSFIELD REVISIONS LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION BEADS STANDARD PLAN NO. sHnT 8 of 14 If Apmom L-8 THE OBJECTIVE 15 TO SOFTEN THE VISUAL IMPACT OF A FM411! OR WALLED FRONTAGE. PLANT MATERIAL SMALL BE SELECTED TO PROVIDE A IFILEASINO LANDSCAPE WITH LOA MAIMNAWOE REQUIREMENTS, LANDWAPE PLANT MATERIAL C"NATIM WALL BE F"IEHW AND APPROVED BY CITY PARKS DIVISION. A SEPARATE AMMATIc IRRIGATION SYSTEM 15 REQUIRED. OF SLOPE OR OR DRILL SITE SLOPE WITHIN A LANDSCAPE AREA 514ALL BE FR FROM WALL NOTES: 12 6RAM DI 511REETACAM SECTION MANUFACTURER AND TYPE TO BE APPROVED I. DUPT AS NOTED, ALL RPINS NO F17W SHALL BE MEDIAN 5E-011ON 24' CONCRETE CONCRETE (I IN. BLOCK WALL BLOCK KALL -,s, 6ALVANIZED M965 APPROVED BY im CONCRETE -LOT RATION AND PARKS DIRECTOR. TOIA WILL BE l-AND%AnP'B SHEET L -11, DETAIL M' SLOPE WITHIN A LANDSCAPE AREA SHALL BE FROM Klkfl WATERPROOFING MANUFACTURER AND TYPE TO BE APPROVED BRA55 PITTIN65 / NIPPLES 2. WE TEFLON PIPE TAPE ON All THREADED JOINTS OR NOT FL ROADAW f HARD54,AfT: (STANDARD TYPE 51DEHALK) /0-4- WIDE LANDSCAPE PLANTING (%P.UW ONLY) rTER 5*+ wim L.Ampso,,APE FLAHTiNs AREA trmes/awmeW DRIvFxAy 16HT-OF41AY ONLY I. . PROYM POSITIVE DROIAM (a MINIMIIM TO +I MAX) 1. AREA BETMEN DAMC OF 5%*%%LK AW 1404L V ALL OWM 00'v%R SHALL 13E 1WO90 AM Y(0.45W BEHIND 09 Plw-t AT PROPSIRTY 1JW WALL W APPROM W CI7Y PARKS VIVISIM WALL OR FEW -E. 1e44T-OF-KAY LINE 6. NO LANDSCAPE IMPROYIDem SH A`LL W CONDUIT f PIPING ALL04D *V COWAOM OW54ALK *4LL BE%= EXtENM TO IM FACE OF WALL 11 9" OR 2 @MOM COM MAY 00 USED ONLY *0 POW a- GommTtm, PLAN VIE t NO CR WO I)VER ROADWAYS OR ANY OTHER HARD SURFACE; ALL ELECTRICAL MIRING AND WATER LINES SHALL BE INSTALLED 25' (0-16W MW, IN A WHEM 40 PVC, SLEEVE. SLEEVE SHALL BE 2 TIMS DIAMETER OF COWT / PIPING. ALL ELMIRI( AL CONDUIT SHALL HAVE 1' MIX DIA. FOR 110 VOLTS AND 2' MEN. VA FOR LAW VOLTAGE 2, SLEEVE SMALL EXM 1& (034 MY&V HADRSOAPE ON ALL Evs 1 IMMROVB E It WITHIN THE DEDICATED STREET RISK-OF44AY MAY m2m M Oft STREET PERMIT CHECK Him CITY EmIlamms VERARTME141' FOR R152MRIEem, 4. WERE Oft STREET 011(ARE RIB IH TO INSTALL VARIOUS IWATION LINIES AV/Olt MM5. ALL STREfEr FAT(NINS NTHIN THE CITY Rl6HT-OP4WAY SHALL UE IN A"MANCE WITH CITY STANDARD ST -42 OR AS DIRECTED BY THE CRY DORM S. ANY AND ALL 01AM6Ta SHALL BE APPROVED BY THE RMATION AV PAWS DIRECTOR Molt To IMPLEMWATION. 6. ALL ELIZINZAL IN 51ALLATION SHALL BE IN A(4ORVAW.E KM CITY STANDAFM MANVAMMS RW.*4VVATM W21014 20 OF THE STANDARD SPECIFICATIONS NO AS DIRECTED BY THE RECREATION AND PAW DIRECTOR T ALL MATERIAL M WALL BE NEW AND FREE FROM IMPERFEC,11ONS & ALL ELECTRICAL INSTALIAIM INTININ PARKS OR PARKWAYS !HALL BE INEIMMIEV BY PAZ NOW METRICAL SlIFERVISOR. 4. NO 000 CONDUIT OR PIPING MAY BE ALLOWED WITHIN I!LECTRICAIL OR CONTROL LINE Ile&. 40'(0 Im) GRADE CITY OF BAKERSFIELD REVISIONS DETABS FOR ELECTRICAL CONDUff TRENCHING, SLEEVING, AND BACKFILL STANDARD PLAN NO. "m OF -1c AX%0M 1tt870000C mu L-3 ID` (0--") FOR NO'M5; SPRAY HEADS IA" SA'tr7 w 1. USE TEFLON PIPE ON ALL TWA= JOINTS ro 5n1 FOR B)OBLEZ5 2. ALL RWR5 M NIPPLES SHALL W WH 00 PVC. ALL F17TUW SHALL BE SW. 40 P/C. GRAM i4 5. ALL LATERAL5 SHALL. BE CLASS = PIC OR AS WWROD ON FLAN5. fv-x NIPPLE (TIT) 4 40 MOAT" WADS An (STALLED N" ELL IST) OR A DRAIN VALVE OR CHEM VALVE 15 REWIRED to PREVENT E945M TEE (EST) MK VALVES AW ORAN VALVES SHALL BE INSTATED AT LOCATIONS LATERAL. LINE AS PRESCRIBED DY 71IS SPECIFIED CONDITIONS AND SHALL BE APPROVED SY IM RECREATION NO PARKS DIRECTOR PRIOR TO My +eAD PLAC84NT AND USE 5 ALL POP LIF MAPS SHALL BE 20 OW FROM C*MM INSTALL TOP OF HEAD O -Z' AND ASPHALT AREAS ALL LARGE RADIUS M&ATION HEADS (PART kar4 AWA F.6 FOR - Pm5fw ( AWAV SHAT BE 40 (10OMMI FROM CONCRETE AND ASPHALT PART CPZLE A)6*4,� GRADE AREAS. HEISNr OF FOP IF HEADS SHALL BE AS FQLLOWE� aoo,WFOR FULL CIRCLE bir (o I% FOR LANK AREAS WWI 10 (03O FOR SHRIES, liv (0-%0 FOR 6R= COVES sco. 60 Pv(' NIPPLE (m) 6 WHERE PAW CIRCLE IRRIGATION HEADS ARE Al2JACW TO A 3"N6 WALL, LOCATE HEADS MIN. 4# (10OW FROM FACE OF MWINS, WALL TO TRIPLE SANS JOWL BACK OF IRRIGATION WAV. VRIPPLE 9" JOINT SHALL BE RAN SIRD SA SERIES OR APPROVED SW AL LMMAL LITE S. ANY AM ALL CHANSIES MOM THIS STANDARD DETAIL SHEET SHALL BY APPROVED BY THE RMRIENTION AND PARKS DIRECTOR q SEE APPROVED LAVXAPMOATION PLANS AW LWOW LAMM $MIS W-Ap Nkfta, Mo&" FOR SPECIFIC MOM NUMBIERS, SIM, alANITITY, KWACTLIREItS, FINISH® GRADE AND PSWORMANCE IMIREM511TS, FINISHED 6RADE IN TURF AREAS SKN6 PIPE PLASTIC ROUND VALVE BOX WITH BOLT a" USE AINLES-6 BOLT PLT AND WASHER. ELL IST) OR WRORANDST'XV" ONTO LIP. TIE (567) AUGK LATtW%AL COUPLER KEY WITH MALE H05E 515 LI TWEAM TION AS SHOD, KEY MT CLEAR VALVE BOX BARGED ELL 3. FINISHED GRADE IN SHRUB AREAS SHINS PIPE 4. MIN. WICK COUPLER VALVE 5TAIKZ55 STEEL CLAW BRICK SUPPORTS SCI. so we TRIPLE VAN& JOINT NIPPLE No TRIPLE 94WH5.0INT MAINLINE #4 x 36"REDAR STAKES, 2 REMIRED LATERAL LINE LANDSCAPE FABRIC, 5/4' ROCK, I clar, Fr. I FDIP UP SPRAY keW awm (aaftom MOW*" CITY OF BAKERSFIELD REVISIONS LANDSCAPE AND IRRIGATION DETAILS FOR VARIOUS IRRIGATION BEADS STANDARD PLAN NO. sHnT 8 of 14 If Apmom L-8 THE OBJECTIVE 15 TO SOFTEN THE VISUAL IMPACT OF A FM411! OR WALLED FRONTAGE. PLANT MATERIAL SMALL BE SELECTED TO PROVIDE A IFILEASINO LANDSCAPE WITH LOA MAIMNAWOE REQUIREMENTS, LANDWAPE PLANT MATERIAL C"NATIM WALL BE F"IEHW AND APPROVED BY CITY PARKS DIVISION. A SEPARATE AMMATIc IRRIGATION SYSTEM 15 REQUIRED. OF SLOPE OR OR DRILL SITE CITY OF F BAKERSFIELD REVISIONS TYPICAL LANDSCAPE WALL OR FENCE SCREEN STANDARD PLAN NO. aff 13 OF --Lc DATE L-13 J, JO WATER PROTECTION UNIT 4 -M .51 MIN. &RAM REQUIRED ON ALL A55EMBLIE5 1.01 O.5qj IS, ml cowam ro SLAB SLAB PLAN NEW CONCRETE osomro) ,MMMW 6AL(TffANIlr.ALZE1.1=4glIS, (D REDUCEDPR996LM SAC4<11ell-ON A990 -SLY (Greater than 213' 00mm) t7to) SLOPE WITHIN A LANDSCAPE AREA 514ALL BE FR FROM WALL NOTES: BARRIER ON 51DE5 ONLY DI 511REETACAM SECTION MANUFACTURER AND TYPE TO BE APPROVED I. DUPT AS NOTED, ALL RPINS NO F17W SHALL BE MEDIAN 5E-011ON 24' CONCRETE CONCRETE (I IN. BLOCK WALL BLOCK KALL -,s, 6ALVANIZED M965 APPROVED BY im CONCRETE -LOT RATION AND PARKS DIRECTOR. TOIA WILL BE l-AND%AnP'B SHEET L -11, DETAIL M' SLOPE WITHIN A LANDSCAPE AREA SHALL BE FROM Klkfl WATERPROOFING MANUFACTURER AND TYPE TO BE APPROVED BRA55 PITTIN65 / NIPPLES 2. WE TEFLON PIPE TAPE ON All THREADED JOINTS OR NOT FL jm&mm=m Sa"mas ONLY ALLOWED WITHIN CORNER MONUMENT LOCATIONS (STANDARD TYPE 51DEHALK) /0-4- WIDE LANDSCAPE PLANTING (%P.UW ONLY) rTER 5*+ wim L.Ampso,,APE FLAHTiNs AREA trmes/awmeW DRIvFxAy cuz(Am NT5 I. . PROYM POSITIVE DROIAM (a MINIMIIM TO +I MAX) 1. AREA BETMEN DAMC OF 5%*%%LK AW 1404L V ALL OWM 00'v%R SHALL 13E 1WO90 AM I. W C -LIMNS IANM SNAIL at Lem To scft" 09 Plw-t AT PROPSIRTY 1JW WALL W APPROM W CI7Y PARKS VIVISIM WALL OR FEW -E. LANDSO-AP1121D. IF FRONTAGE 15 LX55 THAN 100 4. ALL ALARM (IMMIRS, TRWV *AU PA%lr AN LINEAR FEW AND 1fI=WM 6. NO LANDSCAPE IMPROYIDem SH A`LL W BACK OF Z=LL TTAM SKAL tANS A 9FMt17X ALL04D *V COWAOM OW54ALK *4LL BE%= EXtENM TO IM FACE OF WALL 11 9" OR 2 @MOM COM MAY 00 USED ONLY *0 POW a- GommTtm, DRILL SITE FRONTAIM 15 LESS THAN W LWAL DISTANCE WlMMW BACK Or 5106tALA AM MWA * 5MM AW TREE 94ALL W SPACED NO FEET AS W-AgAftV PARftML To T+1! A04 -4W Wx fw. a49M ItANIA IMR FULL PlAleM AT MATURITY. STREET. CITY OF F BAKERSFIELD REVISIONS TYPICAL LANDSCAPE WALL OR FENCE SCREEN STANDARD PLAN NO. aff 13 OF --Lc DATE L-13 J, JO WATER PROTECTION UNIT 4 -M .51 MIN. &RAM REQUIRED ON ALL A55EMBLIE5 1.01 O.5qj IS, ml cowam ro SLAB SLAB PLAN NEW CONCRETE osomro) ,MMMW 6AL(TffANIlr.ALZE1.1=4glIS, (D REDUCEDPR996LM SAC4<11ell-ON A990 -SLY (Greater than 213' 00mm) t7to) SHEET L-11, DETAIL MI' SLOPE WITHIN A LANDSCAPE AREA 514ALL BE FR FROM WALL NOTES: BARRIER ON 51DE5 ONLY DI 511REETACAM SECTION MANUFACTURER AND TYPE TO BE APPROVED I. DUPT AS NOTED, ALL RPINS NO F17W SHALL BE MEDIAN 5E-011ON 24' CONCRETE CONCRETE (I IN. BLOCK WALL BLOCK KALL -,s, 6ALVANIZED M965 APPROVED BY im C.O.5. rVARIMLJ�5TD. OF Ph. OPE -LOT RATION AND PARKS DIRECTOR. TOIA WILL BE l-AND%AnP'B SHEET L -11, DETAIL M' SLOPE WITHIN A LANDSCAPE AREA SHALL BE FROM Klkfl WATERPROOFING MANUFACTURER AND TYPE TO BE APPROVED BRA55 PITTIN65 / NIPPLES 2. WE TEFLON PIPE TAPE ON All THREADED JOINTS OR NOT FL jm&mm=m Sa"mas ONLY ALLOWED WITHIN CORNER MONUMENT LOCATIONS (STANDARD TYPE 51DEHALK) ANTM PROOPINS @ k�I(KAISM APPROVED EQUAL BY THE MWATION AND PARKS DIRECTOR WILL USE BALL I. . PROYM POSITIVE DROIAM (a MINIMIIM TO +I MAX) 9ALL FILL AREAS. 2, 9O' (21&4 HOE COMM MON STRIP IS REQUIRED FOR ALL 5. ALL MATERIALS SHALL W NIEH AND FREE MM IMFEIMTM BNIM NIMES S. WALL NATM PROOPINS 15 RE2ARM MR CITY STANDARD IMMMECTIONS. 10 (aw 4. SM APPROVED LANDSCAPIUMSATION RAMS AND WOMATION AND PARKS DIRECTOR PRIOR TO IMPLEMIENT&TION. 1.4A' 0221x) MIN FLAN711W AREA. WIDTH. � ABOVE H16HE5T FINISHED LWAMS FOR 911mm MODE. Himm sm alAwry ui SPRItMCt ER GRADE: MANI)PACTURERS AND PWO104WE ItEaMMOM co < Co ISLAND PARKWAY, WATERPROOFING " MY) PLANTER WALL, AND RETAINING WALLS IS' MIN. CONO is, MIN S. ALL TRANSITIONS FROM 6ALVANZE12 PIPE TO PVC PIPE SHALL. (0.45W t SLAD BE C06MICIEV NTH SCHMU 40 FEMALE ADAPTER OR L-9 APPROVED RCRRfOOGt DATE r) AIPPIVYW EMAL BY THE WXA110N NO PAM PlIMTOR, V 1, A RANNINS WITARTMENT APPROVW CONIC Bn PLAN is 4- REWRED PRIOR TO SUBMITTAL OP WALL IMPROJi3ABtf PLANS, CAP PER APPROVED RAN 6. A 60 (o)5yj THICK REIwv?zEV gxwwm v -*a Is, UNIONS\ FEMALE FMM FOR ALL WATER PROTECTION DEVICES ~ ADAPT 3. FINISHED 6RADE DIFFERENCE ON EACH SIDE OF THE WALL SHALL NOT Exaw lio, (0*0. CLEARANCE %4U BE IY (DAW ON ALL SIDES OF THE 4 GROUT ALL Ca.1.5 TO 2A' (Ohm) ABOVE HISHEIR GRAVE • PLMCZ AND AS DIRDOW BY TIE RECREATION AW PAM 5 $Pat ALL MIS CONTAINING FMAK INOLUDNs SM 0CD CD T MDIRECTOR WA, TO TOP OF WALL SM CITY STANDARD J, SHIEST L-4 C6 c: w- 6. A MINIMUM Or 259E OF STREET SIDE MASONRY To 0 UPC. SE TEXTURED. T ALL IRRIGATION INSTALLATION SHALL BE N ACCORDANCE NTH OF Oh -S SLOPE, OR 51IFFE17 TO MEET H156K REMIREMEM CITY STANDARDS, THE LATEST kcanev EDITION OF THE 6.0"x &V x 16' b. BEARING 5011. SHALL BE COWAC71217 TO 410% Or MAXIMUM 0.15m x 0.2m x OAnO -T DRY DENSITY AS DEI MINED BY ASM VH51 TO A UNIFORN K04M 0001, MAN)FArTURER'S RECOM"TICK MOCK5 ALVANIM W-LTON 20 OF THE STANDARD SMIMC-00110 AND AS FROMNATER/:�N METER sAcjoxDIRECTED BY THE RECREATION AND PARKS DIRECTOR woii A5 I19LY TO VALVE -6 (2.0" 00ft4 and left) & MY NO ALL CHANGES SHALL LIE APPROVED By THE M11EATION AND PAM DIRECTOR Won iMP.15MENTATION. CITY OF BAKERSFIELD REVISIONS DETAILS FOR POTABLE -"--"-'-- • RAO BY MORE THAN 20 "" MY FOFIMWORK Nl%i55ARY WATER PROTECTION TO MAINTAJN M FOOTING mm SMALL BE qEL.DATHE riNLc+w TOP OF GRADE AT LEAST 16' (DAM) OR THE DEPTH OF THE STANDARD D1=516N CRITERIA: PLAN NO. T. 4 OF --14- ArexovaD itcgx)D= DATE L4 CONFORMS TO A57M CAO. TYPE M MEDIAN (URD aw INTO rOOTINS 2, REINFORCED STEEL. = SRAM 40. (TYPE M-1 'M-2 NOT 3. YMKIK BCI. BEARIN& PRESSURE = IoOoPSP (69MpA) CONCRETE 4. WW DESIGN 15 'TOMPH flElft EXPOSURE V ALLOWED IN LANDSCAPED BLOCK WALL MEDIAN5) V STAWED SiA. APPROVW MATERIAI 5- ALUMINUM ST T MAND POWDER 00AfW ia%'aTf45K%MHM&6MR'MOP 3.0" 2" FOR BARK KLLH CONCRETE (450r* 2% MIN. SLOPE LOT SIDE (ohm) i.�10 HYDROSEED ISM CITY STANDARD /2"0500 HAVE NVV,,SMjkL1,Qj1,EM.11 51 ET L-12) C.O.B. 24' VARIES '41r. ( Okm) FINISHED GRADE '4 4 - 2 #4 LONGITUDINAL. CONTINUOUS SLOPE ReVVE ALL FOREIGN MATERIAL A DEPTH a 24' (Ohm) O.C. TO IFIED IN SVE61FICATII SHEET L-11, DETAIL MI' SLOPE WITHIN A LANDSCAPE AREA 514ALL BE FR FROM WALL TOWARDS STREET WITH 2% MINIM M T 0 AND 4.1 MAXI. ROOT UARP BARRIER ON 51DE5 ONLY DI 511REETACAM SECTION MANUFACTURER AND TYPE TO BE APPROVED BY FECnAVON AO PARKS Dln(�TOR MEDIAN 5E-011ON 24' CONCRETE CONCRETE (I IN. BLOCK WALL BLOCK KALL -,s, 2% MIN SLOPE VARIES C.O.5. rVARIMLJ�5TD. OF Ph. OPE -LOT F W,A STRIP (SEE CITY ITMAIIID14A.DM�, oil l-AND%AnP'B SHEET L -11, DETAIL M' SLOPE WITHIN A LANDSCAPE AREA SHALL BE FROM Klkfl WATERPROOFING MANUFACTURER AND TYPE TO BE APPROVED TOWARDS STREET An 2% MINIM H AND 4.1 MAXIMUM. BY RECREATION AND PAW,5 DIRECTOR NOTE: jm&mm=m Sa"mas ONLY ALLOWED WITHIN CORNER MONUMENT LOCATIONS (STANDARD TYPE 51DEHALK) ANTM PROOPINS @ k�I(KAISM NOTES: PLANTERS AND RETAINING WALLS) I. . PROYM POSITIVE DROIAM (a MINIMIIM TO +I MAX) 9ALL FILL AREAS. 2, 9O' (21&4 HOE COMM MON STRIP IS REQUIRED FOR ALL LAM AIM45 ADJACENT TO PROPOSW OR EXISTING WALL MR CITY STAVARD SHEET L-11, VETAL NIL 5 ALL MATERIALS M SHAIJ. BE RN NO FREE FROM S. WALL NATM PROOPINS 15 RE2ARM MR CITY STANDARD IMMMECTIONS. SM L-11, DETAIL H 6. IF CURBING AND OR aMWMR FOR L#X;%An CIDER MW*a 4. ANY AND ALL ORANGES WALL 89 APPROVED BY THE ARE NOT EXISTIN6, SM APPROVED CIVIL 0"EMIN& MWWs. WOMATION AND PARKS DIRECTOR PRIOR TO IMPLEMIENT&TION. 1.4A' 0221x) MIN FLAN711W AREA. WIDTH. � CITY OF BAKERSFIELD REVISIONS ui LANDSCAPE DETAMS FOR MEDIAN co < Co ISLAND PARKWAY, WATERPROOFING PLANTER WALL, AND RETAINING WALLS 1�0 T3 CD STANDARD m PLAN NO. OF -14- L-9 APPROVED RCRRfOOGt DATE r) NOTES.. V 1, A RANNINS WITARTMENT APPROVW CONIC Bn PLAN is 4- REWRED PRIOR TO SUBMITTAL OP WALL IMPROJi3ABtf PLANS, CAP PER APPROVED RAN 2. FOOTING TO BE CIA55 V CONCRETE.CONCepr PC - 2500M (112HPA). 3. FINISHED 6RADE DIFFERENCE ON EACH SIDE OF THE WALL SHALL NOT Exaw lio, (0*0. 4 GROUT ALL Ca.1.5 TO 2A' (Ohm) ABOVE HISHEIR GRAVE • #4 & 52' (ohm) O.G. 5 $Pat ALL MIS CONTAINING FMAK INOLUDNs SM 0CD CD HORIZONTAL WA, TO TOP OF WALL C6 c: w- 6. A MINIMUM Or 259E OF STREET SIDE MASONRY To 0 SE TEXTURED. T. TOP OF WALL ORADIENT TO WC44 Fl- TO A MAXIKIM OF Oh -S SLOPE, OR 51IFFE17 TO MEET H156K REMIREMEM As DIRECTED By CITY B6m 6.0"x &V x 16' b. BEARING 5011. SHALL BE COWAC71217 TO 410% Or MAXIMUM 0.15m x 0.2m x OAnO -T DRY DENSITY AS DEI MINED BY ASM VH51 TO A MOCK5 D" Of 10 (0-'W BELOW, BOTTOM OF FOOTNO q. WATER PROOF WACM NTH 02V (60" THM ASPHALTIC WATER PROOF COATING OF APPROvW BWAL AS PER CATY STANDARD SHEET LA DTEAIL 61. COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING. 10 FOOTINSA SHALL NOT EXED THE WIDTH SHOWN ON THE • RAO BY MORE THAN 20 "" MY FOFIMWORK Nl%i55ARY TO MAINTAJN M FOOTING mm SMALL BE qEL.DATHE riNLc+w TOP OF GRADE AT LEAST 16' (DAM) OR THE DEPTH OF THE FOOTING, Wam 15 Lm D1=516N CRITERIA: 1. CM01! KMM WIT 6RA;eW. MEDIUM KJOW CONFORMS TO A57M CAO. aw INTO rOOTINS 2, REINFORCED STEEL. = SRAM 40. 3. YMKIK BCI. BEARIN& PRESSURE = IoOoPSP (69MpA) 4. WW DESIGN 15 'TOMPH flElft EXPOSURE V AM SEISMIC ZONE V. S. SUBDIVISION K41L SION5,. SiA. APPROVW MATERIAI 5- ALUMINUM ST T MAND POWDER 00AfW ia%'aTf45K%MHM&6MR'MOP SOLID n 00) 6 HOP WA LOT SIDE • SS. WmRomNuORS 0/4' X 2-�XINIMUM. MOWTW TOP EPONYANDINALL HAVE NVV,,SMjkL1,Qj1,EM.11 FINISHED STRODE mRm CAS REWIRED PER OETAJL L-11 '41r. - - '4 4 - 2 #4 LONGITUDINAL. CONTINUOUS #4 a lb'(0.4m) O.G. a 24' (Ohm) O.C. 301, (Obw CITY OF BAKERSFIELD REVISIONS DETAIL FOR MASONRY WALL NON -RETAINING STANDARD PLAN NO. _T4 OF _74 4 L-14 RCR HATE OVALVE- iV TIM 6109 M.L. ANCHOR TTT 65WRETE i THRU51 BLOCK 7 OO 22 1/2* M.L 0 CROSS PLUG NOTES: 1. ALL MAINLINES 10TALLM SMALL BE TESTED AS PER MANURACTIRES SPECIFICATIONS AND SHALL HIS A PART O 45' TIS OF THE INSTALLATION SPWIFICATIONS. /--N 450 TEE 2. ALL IRE46HIN19 OMM SHALL BE PER CITY `nwrELEVATION STANDARD SM L -Z OETAdL5 0, 1!, AND F. 5 PORTLAND CMENT CONCRETE USED MR VWT ELOrKS SNAIL BE CLASS W AS PER AMCABLE MW506 OF SECTION qO OF THE STANDARD SPECIFICATIONS OF If CALIFORNIA DEPARTHENT' OF TRANSPORTATION, APPROVED aRRW EDITION. 4. MST EILDOK5 SHALL BE M AT aMM OF N DIRECTION (BT N, YEW, CHAIM OF VELOCITY NEVI,alri VALVIE15), AND PIPE MAD M 5. NO THRUST 01=0 ARE USED, THE SIZE AND (D lee (D TYPE OF THE &=NO MIST BE EASED ON THE MAXIRIM THRUST FORCE EXIMTED AND THE LOAD - BMW 4CAPAC47Y OF THE SOIL 6. ALL CONCRETE THRUST BLOCKS SMALL. EIIE IN 1z' ACCORDANCE WITH TR LATEST APPROVED EDITION OF THE UNIFORM RAIDING CODE. CITY OF BAKERSFIELD REVISIONS DETAILS FOR THRUST BLOCKS STANDARD PLAN NO, Tin 5 OF -14 AWROVED RCZXXM DATE L-5 1. AMY WE. *e0W AS PER SOIL TEST. 2. ALL 7REES slo" Be sTmw NTH NEW zo. 00" vi'k (Pw*m TREATED) Lam pm FINE. mmove WREM M STAM P" ALL MAT MATERIAL Dwvvo TO THE W -WT 9M NV [%TAU. Mira srAKEs 5 CONSTRICT "m AS RFI, m TO .L OM PLANS SIASILV M" WWTRICTION PSTALATION. INSTALL MES ALM CIL OF PLARTER 4 ARBOR TRES mw OR #FRM wg& is fame A%W 4" 000�r4 ALL TREES FAVED IN LAW AREAS MM REM IEW 0 ROOF GUARD BARRIER 51 No TIE TREE TRW 15 Dr.TAW,E VARIES I 5011BW OR LEES P" ANY HAM SURFACE PLACE BAWER FARALLS, "W THE WM Or W40 SWAM Fb 6- PLANTING TAIXV SHAT BE RM= 24V 00rwl) 151ELON FINOW GRADE WAR ROOT FOWATION AS FOLLONC>. I - TAW FM I GAL MA L) . . . . . . . . . . . . TABLETS MR 06AL P&A U TTABLETSFER1SAL Ob.0 Q INSTALL ROOT OARFlEiR T MY AND ALL MMM "W THIS STANDARD SHALL BE PANELS APPROVER BY THE WatEATIom Nv rAws olimcrop P. ALL LA4MAFE INSTAUATION SHALL W IN A"ORPANOE NTH 5PiiAFiGAT10N5 (SEG NOTE 6) 11" CITY STANAARDS, MWArnMS 111SCOM3DA11014, NO SECTION 20 OPTHE STANDARD %WFICATIONS. TPJM MARTINS NTH RQQTIlSLIAPp q. ALL MATIERI& USED SKI BE M% AtV FlIBE M40H WLW%Tl&a 10 SM APPROVIS; L.*VSW"�TION &W PM 9w,mc, MOM m0mm S= imiNw-mmEEK mv FOrOFYAVA 1150FOEM. IL APO 2'al PaaZ arr MW CAP MATERIAL p1mm om 6REENIIIASTE IArUTY OR APPROVED BMIAL PREVAILIN6 KNO DlRr�TION TREE 7uw TREE STAKES SUPPORT NOWER TREE TIE W2464 OR APPRDVED EQUAL. 2 TIES PER STAKE. IS TIES AS HELM) STAKE(5) k4j STA&Z LQQ6MQN 3 NOTE #2 AW MAIL JI) TRX 61,MD f FOR TURF ONLY. B'SIK�� AAMBANN Pb 4D' P. 4 4A' BERM FS. ,_I 000 mrri floonv OWWN OF TREE TO BE -GY (ABODE r-6. LAN11% TABLETS -PLANTING TABLETS NOTE W 0 23 Its (Sm NOTE \-=*1UIR9EO SOIL I t-4 2. x KUM -1: 2-wm-TEIAl �-jv OF ROOTEALL rmic-AL. S~ IL STALL Kl M-4--ifflIft MUNI. CITY OF BAKERSFIELD REVISIONS DETAM FOR TREE AM SHRUB PLANTING STANDARD PLAN NO. Elfff 10 OF 14 APPROVED wmxIc= - DATE L-10 PLEASE REFER TO THE FOLLOWING INTERNET LINK FOR MORE INFORMATION IN REGARD TO THE CITY LANDSCAPE STANDARDS: I http://www.bakersfieldcity.us/cityservices/pubwrks/designman/pdf/landscape-6-11-2007.pdf P-4 0 0 0 R R �-j ;c�'� 'Z� u C0 rr 0 < it CL < 0 0 o z X - Lu LL Z < F -m -j U) P-4 0 0 0 R C? z M16 0 LL 00 �-j ;c�'� 'Z� C11 C0 rr 0 < it CL < 0 0 z Z < F -m -j U) ui < uj N cr-, < C-) E 0 o Qo � Q co I,- co m ui m (6 co < Co cocc: LLJ 1�0 T3 CD 2? �CD m �m1- ca U) 0 r) V 4- co co co 0CD CD C6 c: 0 P-4 0 0 0 R C? z M16 0 LL 00 �-j ;c�'� 'Z� C0 rr 0 < it CL < 0 0 z Z < F -m -j U) ui < uj N cr-, < C-) E 0 � Q ui cocc: LLJ Lu m 0 If U) 0 r) z P-4 TS 0 of SHEF NO. L�Z 0 0 250 27 a a r Y 9 N cc <c is d C, C, N , \e� Ell 6, N o � o u� C� Go w ds c.a € Irrigation specifications Irrigation specifications (Cont.) 6 x U p . Landscape Specifications General Notes: General Notes: General Notes: s/035 o 1. Scope of work: Complete all landscaping work as shown on the drawings and as specified herein. 1. Scope of work: Includes furnishing all labor, materials and equipment for the proper installation of the i rigation system. The work includes, but is not 14. Additional irrigation items as follows:UJ A. Controller be: SB N necessarily limited to the following: enclosures shall -22 -SS. A. Trenching and backfill. 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 3 �, 2. General requirements: A. All plants furnished by contractor shall be true to name. Conform to standardized plant names by American joint committee on B. Automatically controlled irrigation system. C. Test all systems and make operative. 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. � o horticulture nomenclature. All work shall conform to applicable requirements of American Association of Nurserymen, Inc. standards. D. "As -built" drawings. D. Backflow preventers: NOT REQUIRED FOR THIS PROJECT. 72 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 laced in round. All tants shall be free of disease and insects of an kind, and all necessary inspection certificates P g P Y ry P 2. Guarantee: All work shall be guaranteed for one year from date of acceptance against all defects in material, equipment and workmanship. � shall accompany each shipment as required by law. Guarantee shall also cover repair of damage to any part of the premises resulting from teaks or other def cis in material, equipment and workmanship to C. Provide plants of normal growth and uniform height, according to species, with straight primary trunks and we!! -developed leaders, the satisfaction of the owner. All repairs, if required, shall be done promptly at no cost to the City of Bakersfield. o roots and tops. Heeled -in stock or stock from cold storage shall not be accepted. co D. Provide plants of sizes specified or fisted on drawings, size stated in each case being interpreted to mean dimensions of plants as it 3. General: - CD stands in its natural position in nursery without straightening of any branches or leaders. A. Permits and fees: Obtain all permits and pay the required fees to any governmental agency having jut sdic#ion over the work. Inspections being Q ro U E. Provide legible labels attached to all plants, specimens bundles, boxes, bales, or other containers indicated botanical genus, species required by local ordinances during the course of construction shall be arranged as required. On the cor iptetion of work, satisfactory evidence shall be and size of each. furnished to the City of Bakersfield to insure that all work has been installed in accordance with the ordin B. Approval: Wherever the terms "approval" or "approved" are used in the specifications, they shall mea 3rices and local code requirements. the approval of the City of Bakersfield in �" u 3. Pre oration of subsoil: When sub rade has been established by others and approved, smooth over to remove ridges and depressions P g writing. LL Y so surface is parallel to finish grade. C. Before any work begins, a conference shall be held between the contractor and the City of Bakersfielc concerning the work under this contract. m 4. Grades: Finish grades for all ro ec# prior to lantin or h droseedin , unless otherwise approved b the Ci Parks Division, shall be g projectA planting Y g PP Y City D. Coordination: Coordinate and cooperate with ali other contractors to enable the work to proceed as r E. Inspection of site: Contractor shall acquaint himself with all site conditions. He shall call U.S.A. prior t pidly and efficiently as possible. construction to locate all underground utilities. o no less the'/" below hard surface, and not more than 1"below hard surface, i.e. cement slab, sidewalk, concrete header. Should site utilities not shown on the plans be found during excavations, contractor shall promptly notify he 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 frory his operations subsequent to discovery of such 5. Digging and shipping of plant material' utilities not shown in pians. `r A. Exercise extreme care in digging, transporting, handling and packing of all plants. F. Protection of existing plants and site conditions: The contractor shall take necessary precautions to pr tect site conditions as they exist. Should any Co B. Handle plants so roots are protected at all times, and delivery is in open vehicles, cover entire toad, but not be so tight as to cause damage be incurred, the contractor shall repair the damage to its original condition. co heating.G. C. No plant will be accepted when ball of earth surrounding roots has been cracked or broken preparatory to or during the process of The City of Bakersfield reserves the right to reject any material or work, which does not conform to th e contract documents. Rejected work shall be j4D E6 C: planting or when burlap, staves, ropes or platforms have been removed. Protect root balls from sun and wind b covering with soil or P 9 P p P y g 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 �, o C° (.0 other suitable material if not planted immediately on delivery.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 (6 0 6. Planting areas: Planting areas mean pits for individual trees, shrubs and vines or lawn areas shown on drawings or specifications. connections. 1. All work is subject to inspection by a City representative. Any work covered without the approval of the City Park Division is subject to being uncovered o .- Q Locate all such areas shown on drawings and stake out for approval by City of Bakersfield prior to planting. 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 i 7. Preparation of lawn and groundcover areas: prompting commencement of the maintenance period. be independent from traffic lighting I ° A. If required, imported topsoil brought to the job shall be a fertile, friable natural sandy loam, without admixture of subsoil material, and K. All points of connection for electrical service for Irrigation systems shall si A g y P A single line schematic for the electrical power supply for irrigation systems shall be reviewed and appro at ower source/street p g g power source. ed by the City Engineer prior to the start of any { obtained not more than two or thine flet from the top of the deposit and from await -drained arable site. It shall be live soil and contain a tandscape/irrigation installations. normal amount of decomposed organic matter and shall be free from heavy alkaline soil, coarse sand, stones, lumps, tools, sticks or A 9 } � I other foreign matter. 4. Materials: B. Soil amendments: All tree and shrub planting areas shall have soil amendments at the following rates per every six (6) cubic A. General: All materials throughout the system shall be new and in perfect condition. No deviations fro the specification shall be allowed without the I yards of native soil material, unless recommended otherwise by soil test or constructions details and specifications: approval of the City of Bakersfield. b 1. Six 6 lbs. of 16-20-0 fertilizer. () B. Plastic fittings: All fittings to be schedule 40 Polyvinyl Chloride (PVC) standard weight as manufacture by Sloane, Lasco or an approved equal. 2. Six (6) lbs. soil sulfur. C. Solvent cement: Compatible with PVC pipe and of proper consistency. See City of Bakersfield detail heet for acceptable installation procedures of MAINTENANCE PERIOD 3. One-half (1/2) Ib. iron sulfate. all aspects of irrigation. 4. One-half (1/2) Ib. magnesium sulfate. 5. Two (2) cu. yds. Nitrogen stabilized organic material, decomposed and based upon redwood or fir products only. No 5. Point of Connection 1. The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance ! I { ! ` Cc I manure will be allowed. This product will contain a minimum of 1% slow release nitrogen. A. In the event the point of connection to the city water supply is to be somewhere other than where spe ified on the plans, the contractor shall receive period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents i C. An soil brought to site must be from an area approved b the Ci Parks Division. Y 9 AA Y City written approval from the Ci Parks Division nor to installation of the point of connection. Pp City A� A� and other pests for a minimum period of three hundred and sixty-five (365) days. � � f D. Over prepared subgrade, topsoil shall be spread to such a depth that seeding or plants, and after area has been compacted and B. The water meter for the landscape irrigation shall be located in the landscape area shown on plans. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final planted, surface shall conform to lines and grades designated. C.When possible backflow presenters shall be located in planter areas. written acceptance by the City of Bakersfield Recreation & Parks Department. E. After spreading topsoil, condition with commercial fertilizer at the rate of fifteen (15) pounds per 1,000 square feet, which shall then be 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility 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. 6. installation A. Excavating and trenching: of the contractor. 4. All areas including, but not limited to turf, areas, concrete walks and slabs shall be kept clean and free of -1--� groundcover The finished surface shall be loose, smooth and pulverized. 1. Perform all excavations as required for the installation of work included under this section. Includir g shoring of earth banks to prevent cave-ins. weeds, litter, and debris. Restore all surfaces, existing underground installations, etc., damage or cut as a result of the excavations to their original condition and in a manner 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-site. Serious weeds pests (i.e. i 8. Lawns: (NOT REQUIRED FOR THIS PROJECT) approved by the City of Bakersfield. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a A. Sending: The preparation of the subsoil and lawn arras shall be done just prior to the actual seeding which shat) be done at a time B. Pipe tins assembly: weed abatement company,and left in lace for 7 seven days. Areas sprayed shall remain unwatered for a minimum of p {) Y>"� of N favorable to the growth of the grass and only at the time approved by the City of Bakersfield. 1. Install remote control valves where shown and group together where practical. Place them no clo er than 12 inches to the walk edges, building�m forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. o o �� o B. Hydroseeding: 1. Prepare seedbed as previously described. and wails. 2.Plastic pipe and fittings shaft be solvent welded using solvents and methods as recommended by of the pipe, except where screwed 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper a 3 0 o Q z m LLanufacturer O 00 b 1 2. Hydroseed mix for turf areas shall be as follows: connections are required. Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with non -synthetic bristle brush. preventative or control measures taken. Should the City, during the maintenance period, discover that the terms for the herein have 1/3 Unhulled Common Bermuda 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. maintenance period as stated not been strictly adhered to, then the days accruing toward completion of said Z 113 Creeping Red fescue 4. Make all connections between plastic pipe and valves or steel pipe with threaded fillingZ using plan is female adapters with schedule 80 nipples. maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of < 0 1/3 Kentucky Bluegrass See details L-4, L-6 and L-8. its maintenance period. After the area has been brought up to City standard, The City will require a re -inspection by a City of CL 3. Mix shall be mechanically applied at the rate of 450 pounds per acre. C. Sprinkler Heads Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, C 4. Mix shall include the following 1. Install all sprinklers as detailed In City of Bakersfield L-8. Sprinkler heads adjacent to curbs and o her paved areas shall be to grade. Sprinkler then, and only then, will the City re -accept the area in writing. Q U Wood Cellulose Mulch: 1800 pounds 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 7. The contractor shall properly and completely maintain all parts of the irrigation system. W U'" Ecol Controls "M Binder": 500 pounds per acre Ecology p p establishment period, and lowered to rade upon completion of project. P g P p A 1 � 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for Z 20-10-5 fertilizer: 500 pounds per acre. 2. All sprinklers having adjusting pin nozzles shall have the pins adjusted into the stream for proper a nd adequate distribution at the water over theSeasonal Conditions. �.J W 5. Hydraulic equipment to be used for the application of the slurry mix shall have a built in agitation system to agitate coverage pattern at the sprinkler. 9. At the conclusion of the maintenance period, a final inspection of work will be made by the City. Any removed plants not p , mix and entire unit shall be mounted on mobile unit. 3. All sprinklers having an adjusting screw, adjusting stem or adjusting friction collars shall be adjusted on a lateral line or circuit as required for the in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner a U.1 6. The operator shall spray with a uniform visible coat using the green color of the wood pulp as a guide. The slurry proper arc of coverage, radius. Diameter and/or gallonage discharge. specified for original planting. If the replacement plants not represent a similar foliage representation of the original W shall be applied in a sweeping motions, in an arched stream so as to fall like rain;�llowing the wood fibers to build on each other until a D. Closing of pipe and flushing lines planted material, the contractor shall replace plants with next available up-sized container. All ground cover shall have a U good coat is achieved and the material is spread at the required rate per acre. 9 P q' P 1. Ca or plug openings as soon as all lines have been installed to resent the entrance of materials P A 9A hat would obstruct the pipe. Leave them in pA boxes, inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve � 7. Prior to h droseedin , the area shall be irrigated in order to provide a moist seed bed for the h droseed application. Y 9 9 A Y PA lace until removal is necessary' for the completion of the installation. p rY A � boxes, tree basis, shrubs, etc. tree J 1 Z 8. H droseed areas shall receive several consecutive waterin s the da of the h droseedin to thorou hl saturate y g Y Y g thoroughly 2. Thorau hl flush out all water lines before installing heads, valves and other hydrants. Thoroughly g Y 10. Before the start of the maintenance The blue line J Q the soil. 3. Test all work in accordance with City of Bakersfield requirements. period. contractor shall prepare and submit on a (new) set of prints an 9. After initial irrigation, water shalt be applied as often, and in sufficient amounts as conditions may require, to keep 4. Upon completion of the testing the contractor shall complete assembly and adjust all sprinkler hea s for proper distribution. As Built drawing. The drawings shall include all deviations from the original bid documents made during construction that Q �--- the soil wet and until germination is complete. affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant J Q C. Sod: 7. Workmanship material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and W 0 1. Prepare seedbed as previously described, but work for a surface 3/4" lower than surrounding paving. A. Lay out work as accurately as possible to the working drawings. The drawings, though carefully draw i, are generally diagrammatic to the extent that catalog numbers. Also, two (2) sets of 11 X 17 laminated & spiral bound "As Built" with highlighted color coded irrigationLL M 2. Spread a layer of complete fertilizer (same amount as label calls for new lawn). swing joints, offsets and all fittings are not shown, reference chart and schedule, keys to the controller, and two (2) quick coupler valve & locking cap keys with gate valve hose U) cc 3. Unroll delivered sod on prepared seedbed. B. The contractor shall be responsible for full and complete coverage of all irrigated areas and shall ma a any necessary minor adjustments. The City of bib attachment, shall be submitted to the City. cr 06 4. Lay strips parallel with strips end staggered as in a bricklayers running bond pattern. Bakersfield reserves the right to require the addition or deletion of irrigation heads to achieve proper coverage.11. Refer to Special Provisions Section 23 for additional requirements. 5. Press end of each strip closely against the end of the last strip. C. Any major revisions to the irrigation system must be submitted and answered in written form. � 6. Roll with half water filled roller, weight not to exceed 250 pounds. m 7. Water until roots have been penetrated deeply into the prepared seedbed. 8. Backfill and Compacting LL U 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 9. Planting: rubbish. b in A. All trees shall be set slightly higher than the finished grade. No filling around the trunks will be permitted. B. Compact all trenches in areas to be planted by thoroughly flooding the backfill. Jetting process may v used those areas. B. All shrubs shall be set slightly higher than the finished grade. No filling around the stems will be permitted. Topsoil shall be carefully C. Dress off all areas to finish grades. 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 bail or roots will 9. Cleanup: Remove from the site all debris resulting from work of this section. 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. 10. Hydrostatic Tests When the tree has been properly set and inspected, the pit shall be backfilled with topsoil to which has been added the bonemeal and A. Request the presence of the City of Bakersfield in writing at least 48 hours in advance of testing. ,t.y gypsum at the rate of fifty (50) pounds per cubic yard of topsoil. Soil shall be thoroughly tamped and watered; after backfilling, a mound B. Testing to be accomplished at the expense of the contractor and in the presence of the City of Bake field. of earth shall be formed around the edge of each tree pit in order to form a shallow saucer. 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 v E. All trees 24" box and smaller shall be surrounded by stakes, see details. locations shall remain open. r--1 F. All trees within turf areas, shall receive Arbor -pard or approved equal, trunk protectors. 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. 10. Mulching: After the work of planting has been completed and approved, all shrub beds shall receive a top dressing of Forest Humus E. Repair any leaks resulting from the tests. _^ (1") one inch deep. F. Demonstrate the entire system to the City of Bakersfield, proving that all remote control valves are pr perly balanced, that all heads are properly = adjusted for radius and arc of coverage and that the installed system is workable, clean and efficient. 11. Planted area boarders: All planting boarders shall be 6"x6" concrete strips. See City standard L-11, Sheet LS -4. Where turf is 11. Electric Meter t 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 A. The electric meter shall be placed as indicated on the plans and shalt conform to all applicable City responsibilities end. For phased projects, mow curbs will be required, even if not called out on plans, at phase lines to be removed upon and agency standards for installation. beginning of construction of next adjacent phase. B. The irrigation controller and the electric meter shall be placed immediately adjacent to one another, 12. No shrub shall be placed any closer than % is diameter at maturity to any hard surface. Final placement of plant materials shall be 12. Quick couplers o approved by the City of Bakersfield, and the City reserves the right to require the deletion or addition of plant material to achieve desired A. All quick coupler valves shall be located in planter areas whenever possible. plant density. B. At completion of the project, the contractor shall provide the City with two (2) quick coupler keys. 13. Spacing on trees and shrubs shall be not less than their diameter at maturity. 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 J SHEE T NO. 14. Groundcover plants shall be planted a minimum of 12" from any walkways and all irrigation equipment. each valve to obtain the optimum operating pressure for each circuit. 15. Pruning: Prune all plant materials. Only skilled workmen shall do this work under the direction of the landscape contractor. B. Prior to commencement of the maintenance period, the contractor shall demonstrate the irrigation system cove Division twenty-four (24) hours prior to such test. age. The contractor shall notify the City Parks C. The City Parks Division shall have final approval of coverage. j F 26 4F 27 I 32 00 d� U U=° EXIST. SWITCH- BOARD MP -5A RUN ELECTRICAL FROM EXIST. PANEL FOR NEW SERVICE TO MILLHOUSE ROUTE CONDUCTERS TO EXISTING CABINET AND 201 ACCESS EXISTING RUN P/201, MP -5A TO PB214, P13215, PB 216, PB227. PULL 4-13/0 CONDUCTORS AND 1 ,#6 GND IN EXISTING SPARE CONDUIT AND NEW 2 COND. (PB227 TO MILL HOUSE). X1 f , F4 X2cN�L 11E I P' E:Nt 6 fit) ( 111 HP -11 e 8 � 1 Al HP -6 EXISTING PG&E RIMARY ELECTRIC 201 '" ~A v EM — - --__ - \LLLI ,f JA - m -p �j I -r 1'22.�'. O� _S_E / w °��� � �1����. - / MILLHOU7TH STREET I ' p �- < —INSTALL 2" CONDUIT AND 01 �,-- o -CONDUCTORS FRAM-'.-€X,1ST1N6 c:: c._ I P d PB227-_TO"_HOt1SE PANEL "HP" I �,. 212 I r o ,HOPANEL "HP" /o I +4. .. 0 --- \\ C\3 _ E ELEG TRICAL �'LAN,- MILLHOUSE SERVICE €I cote 7`".TIN SCALE:`" -16' ( i E PAN , L f BUS AMPS 200 ;MFR° _ C_H OR EQ 4 -� LO NOUTDOOR WALL --�_- MTG. _PANEL M_ MAIN AMPS2OOA/3P - PHASE ___ WIRES _— VOLTS 3 4 _�� 120/208 FEEDER FROM EXIST MP -5 -- AT -- BOTTOM - AIC RATING _ 10K----- VENTING FAN VOLT -AMPS OUTLETS BKR. WIREIR BKR. OUTLETS VOLT -AMPS DESCRIPTION BUS CONNECTION DESCRIPTION EF' A B C LTG REC MISC AMP P AWG AWG P AMP MISC REC LTG A B C I[ 8 CU -1 2500 1 30 10 1 2 10 30 1 2500 CU -2 ; f ' - 2500 - - 2 10 3 4 10 2 2500 - €_ US LIGHTING 1170 10 20 1 12 5 f 6 121 20 1 7 1110 DS LIGHTING US RECEPTACLES 800 4 20 1 12 7 �_ 8 12 1 20 1 6 1000 DS RECEPTACLES, EF2 I US RECEPTACLES 800 4 20 1 12 9 10 12 1 20 6 1000 DS RECEPTACLES EW F EXIT/EMERGENCY LGHTS 90 5 20 1 12 1—/- �2 12 1 20 2 140 DS FAN COILS E US FAN COILS 140 2 20 1112 13 14 121 20 1 500 DS SECURITY PANEL ( '" SPARE _ 20 1 _ 15 --r-\16 8 1 50 1 100 OUTBACK CONTROLLER +42„ 10 EWH-M2 1800 1 20 1 12 17 18 12 1 20 1 7 800 LIFT STATION AFF GFI SPARE - 20 1 - 19 20 - 1120 - SPARE HD-1 1725 1 20 1.12 21 i1 22 - 1120 - SPARE EWH-M3 3000 1 301 12 23 24 - 1120 - SPARE [ 3440 5025 6060 COLUMN TOTALS COLUMN TOTALS __r_ 000 3600 3310 , I\ BUS LOADING DEMAND CALCULATION > T PHASE VOLT -AMPS: PHASE TOTAL AMPS: TOTAL CONNECTED VOLT -AMPS ___25435 MVA. PHASE A TOTAL: 74_40 __VA. PHASE A TOTAL: _62 __A. LONG CONTINUOUS LOADING (LCL) AT 25% 1250 __VA. PHASE B TOTAL: 8625 ---- VA. PHASE B TOTAL: 72 __A. PHASE C TOTAL: 9370____VA. PHASE C TOTAL: _-_Z$ -_A° TOTAL DEMAND __ 26685 —VA. TOTAL DEMAND AMPS = __-266 - VOLT -AMPS - —208 PANEL VOLTAGE - ,I3 = 74 _ AMPS I a -77777, I FAN & LI FN 1ST FLOOR PUMP PANEL -- SEE DETAIL -C H-7 LIFT STA.PANEL �_-- ;� 0 F1 IN FC -21/ --- ---- FC 1r i 10 HP -12.,, i Z i 8 I _ a; L.. o= L_— U HP -16 CO) '0o I �0 /. � r I 6J HD-1 pp -,2-D X1 X1 SEPARATE UPPED AND LOWER LAMPS TO 2ND FLOOR m F1 F3 F1 I U - 1 S G w &SSb ONESTa ENT �� �'2c77�tt_4� FLOOR) k4 X1 F2----- - =-- . --- --- --- ---- CC�Tv I V; HOUSE PANEL "H j Ise C-INfT F,) W be x ,T_kHOUSE PANEL "HP" (BELOW) LIGHTING PLAN A 2ND FLOOR Scale: 1/4" I 1'-0" E-1 AIR CONDITIONIN COIL UNITS, 2 REQD. EACH FL( MITSUBISHI PKA, MATCH CONDENSER UNI , WIRELESS CONT, OL 10 1 HP -8,10 HP -14 TO 2ND HP -21 i i /"-♦ i FLOOR i /---kHP-23 ---0_HP-17f� EWH-M3 i I 10 8 I; H USE PANEL 11 _� — ) AFF GFI -_ M WP/GFI _ �I .. ! (-1ST FLOOR 1 -2ND FLOOR IL_CONDENSER CONDENSER F I .._.._.._.. L.._.._.._..J . J -BOX (CU -1) (CU -2) T L. J -BOX R •FRIGERANT PIPIN AS RE HP -214 3/4" COND, I H (3) #10 HP -8,10 AIR CONDITIQNING AND (1 10 GRND CONDENS UNITS, 2 REQD. HP -1,3 MITSUBISH UZ-A36, 208V, 1 P 1 ST FLOOR HUVVE.H PLAN Scale: /4" =1'-0" F1 LIGHT FIXTURE SCHEDULE VOLTS: 120 TYPE INPUT LAMP TYPE ACCEPTED DESCRIPTION REMARKS WATTS MANUFACTURER 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 Al BROAN FAN -LIGHT COMBINATION, 30W FAN 50 CFM - CAT#5E833 X1 20 (2) F6 LED LITHONIA 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 2ND FLOOR (BELOW)"'" "' E-1 ER g -I U ! j ` � 039 * o j z I s� 00 BATTE=RY 5AN1 W K -71BELOW Ofd RACK 6" � E I€ DS3 i ABOVE FLDOP I tttt DS2 V, cc E i I i E DS1 i ! o TACHOMETERS � I -J ico coI I I G ft t (D I i �TA�1-40ME Ak m SEf�jt)ORS/� WATER WHEEL> I r r I - c`i I E I � � a 4 q:r I � CD E � o � 0 -C r � m I L Q ---MILL HOUSE— ELECTRICAL PLAN `o f J W WATER WHEEL POWER SYSTEM E U) o w a Er LEGEND /\ zo g o LIGHT FIXTURE E EMERGENCY LIGHT FIXTURE / 0 1. € o � DUPLEX RECEPTACLE LIGHT FIXTURE ® LIGHTED EXIT SIGN z Z a ! ' z O FLUORESCENT TUBE FIXTURE PERMANENT MAGNET ALTERNATOR (PMA) I = cD FUSED DISCONNECT T BATTERY N 0 COMMUNICATIONS JUNCTION BOX 1 z O ELECTRIC JUNCTION BOX f © SECURITY PANEL (SP) LL o N EXHAUST FAN EXIST.METER I M I /� m Q o 0F co PANEL I I 13 'z m --o 6-1 DISCONNECT OR BREAKER :u° A M P-5 ® DISCONNECT SWITCH (DS) l rL - - - —� 120/208 VOLT 4 WIRE 3 �\ PHASE 400 AMP BUS I ! (EXISTING) I I � 120OA/3PI /(EXISTING n BID ALT: PV ARRAY ( _I t --------i w_ w LL 4-#3/0 CONDUCTORS AND � 0 1-#GND IN 2" CONDUIT `;' CC ,LTERNATOR: COMBINER(S) 1 Q Q 8V DC 2#4 CU, THWN (EACH) — — — — pj 2 AMP OUTPUT � � <' LL� OUTBACK CAT, #1=P1-4 2#8CU, THWN I 1 I Li 'MA" INVERTER/CHARGER ( J 200A/3P I O U 1C-512) „DSI„ GRID INTERACTIVE "DS" 4000W, 48V DC INPUT JR SC -120) r60A/2P1 120V AC OUTPUT r ( ( 50A/1 PU I( I 50A/1 P 11 U u j - G � N w 2 4THWNU' "DS2„ r_ - - -I r - - -I "DS3" I I (EACH) 175A/2P > ( I ) 175A/2P 2#2/0 CU, THWN 2#2/0 CU, -,THWN i i T f it T L.--------� i -T- I I ( HOUSE PANEL r T— I I �,'f I� "HP" 1 BLDG. LOADS) ------I I-- ---I \ BASE BID BI ALT. n C - ESS/pti,� "BAT": 7_� 7 SEALED MAINT. FREE, DEEP CYCLE BATTERIES - 100 APM-HOUR 48V DC IN VENTED BATTERY ENCLOSU E, (1-4EA 1,2V IN SERIES BASE BID, OR ADD EA 12,V IN CONDITIONING COIL SERIES AND IN PARALLEL WITH 1 ERIES NO.E8339 TS, 2 REQD. EACH FLOOR FOR BID ALT.) TROJAN CAT. #30H UNITS SUBISHI PKA, MATCH anew on 9/23/1 NDENSER UNIT, 3ELESS CONTROL �9�. �FCTRXGP�' F OF, CALXF�� 1 ELECTRICAL LOCATED WITHIN WATERWHEEL POWER ROOM: 1. DIRECT CURRENT CABLE TO BE RACKED AND SUPPORTED SHEE NO. OFF OF WALL 2. ALTERNATING CURRENT WIRING TO BE CONTAINED IN SURFACE MOUNT RIGID CONDUIT SINGLE LINE DIAGRAM F 27 F 27