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HomeMy WebLinkAboutItem 09 - Council Reading File - Calle Joaquin Park and Ride Plansgenual notes: city of sAn WIS OBISPO index to plans 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF sheet no. description NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, 1 COVER TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. PROJECT PLANS FOR 2 LAYOUT 3 DEMOLITION PLAN CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, 4-5 CONSTRUCTION DETAILS SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 6 GRADING AND DRAINAGE PLAN 2. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE CALLE JOAQU I N PARK AND RIDE LOT UTILITY PLAN 8 EROSION CONTROL TIME THE CONTRACT IS AWARDED. 9 9 PLANTING PLAN 10IRRIGATION PLAN 3. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE 11 IRRIGATION DETAILS PLANS AND THE CURRENT CITY OF SAN LUIS OBISPO AND CALTRANS STANDARDS AND SPECIFICATIONS. FEDERAL AID PROJECT N o . CML-5016(054) 12 ELECTRICAL PLAN 4. REMOVE ALL STRIPING AND MARKINGS IN CONFLICT WITH THE PROPOSED WORK SHOWN ON THIS PLAN. 5. PRIOR TO INSTALLING NEW STRIPING AND PAVEMENT MARKINGS, SURFACE SHALL BE SEALED AT ALL LOCATIONS WHERE STRIPING AND PAVEMENT MARKINGS WERE REMOVED. basis of bearings: SAn IDIS OBISPO ' THE BASIS OF BEARINGS IS GEODETIC NORTH ESTABLISHED BY GPS OBSERVATION m benchmark: 'A mW All THE BASIS OF ELEVATIONS IS THE CITY OF SAN LUIS OBISPO BENCHMARK NO. S-39 BEING A LEAD AND NAIL AT THE SOUTH END OF A CATCH BASIN CURB JUST SOUTH OF THE ENTRANCE TO ROSE o Rstfl �9 D GARDEN INN; THAT ELEVATION BEING 105.05' (NAVD 88). 0 uo Ect tocAtlon 0 4 Reference Documents: o City Standard Specifications - January 2016 Edition sKrvo till / City Engineering Standards - January 2016 Edition T—ITI N,p CSe 4Iampton InnCER & Suites =_ �E, SAN LUIS µ«Pa OBISPO E Rose \ „a oy Garden Inn MDiner sISAF Diner San luis obispo county, california RN a �4 °oo 01 ucE xrvEnwo� 1$ O Q ® of MOEa CALLE JOAQUIN PARK AND RIDE LOT VICINITY MAP N.T.S. E SS / ON abreviations PROJECT LOCATION MAP N.T.S. QROF L. �l �� ��NN S AB AGGREGATE BASE LF LINEAL FEET AC ASPHALT CONCRETE MAX MAXIMUM ADA AMERICAN DISABILITIES ACT BMP BEST MANAGEMENT PRACTICE CL CLASS MIN NTS O.D. MINIMUM NOT TOSCALE OUTSIDE DIAMETER z Conic CONCRETE OG ORIGINAL GROUND W I r/ a- DIA. DIAMETER PCC PORTLAND CEMENT CONCRETE �! SPECIFICATION NO. 91288 ELEV ELEVATION EP EDGE OF PAVEMENT P/L P.O.S. PROPERTY LINE POINT OF SERVICE * No. 70341 DATE 08/26/16 Exist EXISTING R RADIUS I FG FINISHED GROUND RCP REINFORCED CONCRETE PIPE s% CIVIL \\P Know what's below. FL FLOWLINE R/W RIGHT-OF-WAY APPROVED BY � ^0 CBII before you di means 9. Omni • II II O 151`�,I II II s Contractor shall Call ENGINEERING SOLUTIONS Underground Service Alert at FP FINISHED PAVERS FT FOOT/FEET GR GRATE STD SQFT SW STANDARD SQFT SIDEWALK � OF CAL FILE NO.55TO01 1 55 001 SHEET 1 OF 12 CENTRAL COAST 811 two working days prior s"w oe:• s�o HMA HOT MIX ASPHALT TC TOP OF CURB to excavation :'°°omm° `w INV INVERT ELEVATION Var. VARIES DavidAlhey Acting City Engineer IA IB IC No a r m 0 a z \ HOTEL MONUMENT SIGN �� NOTES 1. ALL DIMENSIONS REFERENCE TOP FACE OF CURB UNLESS NOTED OTHERWISE. 2. ALL ADA ACCESSIBLE PARKING SPACES SHALL HAVE MARKINGS AND SIGNS PER DETAILS ON CONSTRUCTION DETAIL SHEETS. 3. ALL CONSTRUCTION SHALL COMPLY WITH TITLE 24 REGULATIONS AND ADA REGULATIONS. MOST CURRENT SHALL APPLY. E 4. ALL COMPACT PARKING SPACES (LABELED "C" ON SHEET) SHALL HAVE "COMPACT" MARKINGS. 5. ALL ADA ACCESSIBLE RAMPS SHALL HAVE TRUNCATED DOMES PER DETAIL ON CONSTRUCTION DETAIL SHEETS. 6. ALL PARKING STALLS 9' WIDE BY 18.4' LONG UNLESS NOTED OTHERWISE ON PLAN. 7. PAVEMENT SECTION FOR DRIVE AISLE IS 3" AC OVER F 14" AB. PAVEMENT SECTION FOR OLD CALLE JOAQUIN EXTENSION IS 6" AC OVER 6" AB OVER 15" CEMENT TREATED SUBBASE. 8. ALL SIGNS SHALL CONFORM TO CITY STANDARD SPECIFICATIONS SECTION 56. LEGEND yzqmPERMEABLE INTERLOCKING CONCRETE PAVERS WITH RESERVOIR C COMPACT PARKING STALL P/L PROPERTY LINE R/W RIGHT-OF-WAY 1 CONSTRUCTION NOTES F1 CONSTRUCT 6' WIDE CONCRETE SIDEWALK PER CITY STD 4110. ❑2 CONSTRUCT CONCRETE CURB RAMP PER CITY STD 4440 AND DETAIL D SHEET 5. ❑3 CONSTRUCT 24" CURB AND GUTTER PER CITY STANDARD 4030. ® CONSTRUCT 6" VERTICAL CURB PER CITY STANDARD 4020. F5 CONSTRUCT PEDESTRIAN PATH PER DETAIL C SHEET 5. © CONSTRUCT CURB BREAK OPENING PER DETAIL 5 SHEET 4. n7 CONSTRUCT 8'x12' CONCRETE PAD FOR FUTURE BIKE RACK PER CITY SIDEWALK STD 4110. ® CONSTRUCT DRIVEWAY PER CITY STD 2110 AND DETAIL A SHEET 5. F9 CONSTRUCT DRIVEWAY PER CITY STD 2110 AND DETAIL B SHEET 5. 10 CONSTRUCT 8'x20' CONCRETE PAD FOR FUTURE BIKE RACK PER CITY SIDEWALK STD 4110. 11 CONSTRUCT BARRIER CURB PER DETAIL 2 SHEET 5. 12 CONFORM TO EXISTING PAVEMENT. 13 PARKING LOT STRIPING, 4 -INCH DOUBLE LINE MARKINGS PER CITY STD 2250 ® CONSTRUCT CITY STANDARD CONCRETE BUS TURNOUT PER CITY STANDARD 4920, AND BUS STOP SIGN, SHELTER, BENCH AND AND CONCRETE PAD FOR TRASH CONTAINER PER CITY STANDARD 4930. 15 CONSTRUCT PEDESTRIAN PATH PER DETAIL F SHEET 5. 16 INSTALL 55 FEET OF CALTRANS STD DETAIL 22 THERMOPLASTIC STRIPING AT CENTERLINE. 17 CONSTRUCT 6" WIDE CONCRETE RETAINING CURB ALONG TOP BACK OF WALK PER DETAIL 6 SHEET 4. 18 RELOCATE EXISTING SIGN. 1g CONSTRUCT CONCRETE CURB RAMP PER CITY STD 4440 AND DETAIL E SHEET 5. ® CONFORM NEW PEDESTRIAN PATH TO EXISTING BACK OF SIDEWALK. SIGNS 24" (DD4-2 24" 30" UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY 24" AT THE OWNER'S EXPENSE TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING 2 R10OB(CA) 24" EXAMPLE 4 4B4 i IA ► A �LTRANS -- , R/W 20 0 20 I I I ( IN FEET ) 1 inch = 20 ft. CURVE TABLE No. R DELTA T L Cl 61.16' 31'36'27" 17.31' 33.74' C3 55.16' 35°11'00" 17.49' 33.87' C4 2.00' 180'00'00" INFINITY' 6.28' C5 27.00' 26°33'46" 6.37' 12.52' C6 27.00' 26°37'37" 6.39' 12.55' C7 4.00' 180'00'00" INFINITY' 12.57' C8 27.00' 8'15'31" 1.95' 3.89' C9 27.00' 14'43'28" 3.49' 6.94' C10 2.00' 90'00'00" 2.00' 3.14' C11 5.00' 13°06'19" 0.57' 1.14' C12 8.00' 103'28'15" 10.14' 14.45' C13 8.00' 55'11'35" 4.18' 7.71' C14 4.00' 124'48'25" 7.65' 8.71' 24" EXAMPLE 4 4B4 i IA ► A �LTRANS -- , R/W 20 0 20 I I I ( IN FEET ) 1 inch = 20 ft. RECYCLED WATER SPECIAL SIGN 3 R99C(CA) b R7 -8b 4 PER CITY STD 8820 B C D F- 0 J W Z Q a z_ Q 0 W J J Q v Z) 0 Q J uj E U � a QROFESS�ON N��o SY,p,N L. STDy F � 2c � m w m * No. 70341 e sr CIVIL �P �rF OF CALF F Approved: DESIGNED BY SMH DRAWN BY SMH CHECKED BY JLS APPROVED BY: JLS SCALE' 1"=20' DATE. 8/26/16 G CITY SPECIFICATION NO. 91288 PLAN FILE NO. I LOCATION 19551-002 SHEET N0. 2 of 12 CURVE TABLE No. R DELTA T L C15 44.00' 13'28'15" 5.20' 10.34' C16 2.00' 90'00'00" 2.00' 3.14' C17 15.00' 24'43'06" 3.29' 6.47' C18 2.00' 180'00'00" INFINITY' 6.28' C19 5.50' 90'00'00" 5.50' 8.64' C20 1.50' 115'51'47" 2.39' 3.03' C21 2.00' 81°29'43" 1.72' 2.84' C22 25.77' 22'13'17" 5.06' 9.99' C23 2.00' 94'51'48" 2.18' 3.31' C24 1 19.77' 95'39'30" 21.83' 33.01' RECYCLED WATER SPECIAL SIGN 3 R99C(CA) b R7 -8b 4 PER CITY STD 8820 B C D F- 0 J W Z Q a z_ Q 0 W J J Q v Z) 0 Q J uj E U � a QROFESS�ON N��o SY,p,N L. STDy F � 2c � m w m * No. 70341 e sr CIVIL �P �rF OF CALF F Approved: DESIGNED BY SMH DRAWN BY SMH CHECKED BY JLS APPROVED BY: JLS SCALE' 1"=20' DATE. 8/26/16 G CITY SPECIFICATION NO. 91288 PLAN FILE NO. I LOCATION 19551-002 SHEET N0. 2 of 12 m.v.[w. rn�anmonwnd�i vemiwwmum.awg 1 1 2 3 1 4 5 6 7 8 9 10 / \ /\ \ HAMPTON INN & SUITES PROTECT TREES \ \\ q°4 dp� / PROEES INEPLACE \ IN PLACE\i�GALTRANS SAWCUT I ` !i1`/ R / W /; � 1 1 —�— - i�l ❑ \_ ,Z. — SAWCUT r ------------ ,L1 --- --------1 ----- ----- __- --- - zo o zo �/ 13 rn I I /'�� R/W -'s -� - 10 g --- g ' \\ 1 inch \ \ (1N rear - 20 ft. plI it ®�� / 13/ may— --/�� / I 6 11 4 \ 1 4 g 1 III I Zi II II I 1 i' 3 i" l 11 11 / 1 H X IIII r I ❑ 3 2 I 1 1 12 1Lu ��� m Cr illi 9 11 i;� _ �_ - J_ _I II III R/W 8 I -- - Q D I a 1Fi I _ =-_=_- -� II II 2 l l= II II \'� �- o (E) SD � , Z z a III z �\ R/W I SAWCUT LINE I III I b I lil �- III 'll III I I I I I i i a / Q O I I III 'I III � II I /� IIIA I � a ~ I I I K NI ?_ O W ROSE GARDEN INN I I o/ III O 40Ci / II < 2 LU 0 D \� i MARGIE'S DINER / i\i i I I Z / i i I D W ICL iii I J J I ilili / i I V LEGEND CONSTRUCTION NOTES ® REMOVE EXISTING PAVEMENT ❑1 REMOVE EXISTING WOOD FENCE REMOVE EXISTING VEGETATION REMOVE EXISTINGVEGETATION,INCLUDING ALL TREES SHRUBS, GRASS ANDGROUNDCOVER F w E REMOVE EXISTING TURF D REMOVE EXISTING PAVEMENT, CURB AND GUTTER E REMOVE EXISTING SIDEWALK ® REMOVE EXISTING SIDEWALK, CONCRETE SEATING AND FIRE PIT. LOCATE AND REMOVE GAS LINE FROM HOTEL. CUT AND CAP AT ` m P/L PROPERTY LINE PROPERTY LINE AND MARK LOCATION. �o eRN �S�ONq< ❑5 UTILITY POLE AND ANCHORS TO REMAIN N��o�S Sroy Fyc R/W RIGHT-OF-WAY_ © REMOVE EXISTING STORM DRAIN PIPE - W m \ REMOVE TREE ❑7 REMOVE EXISTING STORM DRAIN PIPE AND OUTFALL No. 70341 ® REMOVE SIDEWALK, CURB, GUTTER AND "NO PARKING" SIGN sryr CIVIL �P FOF CALL. F ❑g REMOVE EXISTING CONCRETE MOW STRIP WITHIN CITY R/W. F Approved: SAWCUT EXISTING CONCRETE MOW STRIP AT R/W. DESIGNED BY ® REMOVE EXISTING TREE SMH DRAWN BY SMH 11 REMOVE EXISTING RECYCLED WATER IRRIGATION LINES, VALVES, CHECKED BY JLs AND VALVE BOXES. CUT AND CAP EXISTING RECYCLED WATER IRRIGATION LINES ON HOTEL SIDE OF PARKING LOT IMPROVEMENTS. APPROVED BY: JLS 02 SAWCUT AND REMOVE EXISTING PAVEMENT © CUT AND CAP EXISTING IRRIGATION LINES AT PROPERTY LINE. SCALE 1 ^=20' DATE. 8/26/16 G G CITY SPECIFICATION NO. 91288 PLAN FILE NO. I LOCATION 1955DM001 SHLET NO. 3 of 12 1 2 3 4 5 8 7 8 9 10 m.v.[w. rn�anmonwnd�i vemiwwmum.awg 1 1 2 1 3 1 4 5 6 7 8 9 10 LEGEND ISA = INTERNATIONAL ACCESSIBILITY SYMBOL OF R=3/4"TYP. i q g 4 • i ISA PARKING SIGN, SEE NOTES 6" 3 "PERMEABLE PAVERS 2" BEDDING SAND A 3 AND 6 2" BEDDING SAND 3-1/8" PERMEABLE PAVERS A `� 4" CL 3 PERMEABLE BASE SIDEWALK: 3 AC 4' MI MUM CL ARANCE ASSUMIN 2—FT. CAR OVERHANG 000So00000 4" PERMEABLE BASE 2' MIN °°°°°°°°° SEE NOTE 1 14" AB UNOBSTRUCTED AREA 2' 9-1/8" STRIPING PER CITYI,; SEE NOTE 1--_ STANDARD 2250 24" CL 4 AB z BLUE LINE FILTER FABRIC 4" ON ALL SIDES AND ¢ a BORDERS .,, BOTTOM OF RESERVOIR > o 0 0 e O W ••• alo vWi 4" WHITE LINE 24" CLASS 4 e MIRAFI HP370 OR EQUIVALENT � RESERVOIR z SEE DIAGONALS AT 3'-0" AB RESERVOIR GEOTEXTILE FABRIC NOTE 5 MAX O.C. DETAIL 2 DETAIL 3 NO BARRIER CURB PERVIOUS PAVEMENT SECTION H PARKING SCALE: 1"=1' ® . SCALE: 1"=1' ISA MARKING �� .. LU AT REAR LIMIT 9'-0" 9'-0" 9'-0 U) OF STALL, SEE J DETAIL DETAIL 1 Q c ACCESSIBLE PARKING STALL Z w NTS 6" DIA. PVC PIPE WITH Y 0 COVER 3" ABOVE GRADE. QO ACCESSIBLE PARKING NOTES a 1. A WHEEL STOP CURB SHALL BE PLACED AT THE PARKING SPACES. THE WHEEL STOP Z U CURB SHALL BE PROVIDED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE 36"REQUIRED WHITE ISA MINIMUM WIDTH OF WALKWAYS (4 -FT.). =3"yf`'I WHITE 2. SURFACE SLOPES OF ACCESSIBLE OFF-STREET PARKING STALLS SHALL BE THE Q (n BORDER MINIMUM POSSIBLE AND SHALL NOT EXCEED 2 PERCENT IN ANY DIRECTION.. O Z D II..'. D O BLUE 3. WHERE PLAQUE R99B (CA), SIGN R99C (CA) OR SIGN R7 -8b ARE INSTALLED, THE FILTER FABRIC AGAINST#�j * U BACKGROUND BOTTOM OF THE SIGN OR PLAQUE PANEL SHALL BE A MINIMUM OF 7'-0" ABOVE EXCAVATED SOIL SIDES y_� r.:+ -. W THE SURROUNDING SURFACE. AND BOTTOM J 4. CURB RAMPS SHALL CONFORM TO THE DETAILS SHOWN ON SHEET C2 AND a CONTAINED IN CITY STANDARD 4440 AND STATE STANDARD PLAN A88A. Efl E3 11 1: _ ISA MARKING 5. THE WORDS "NO PARKING", SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN See CALTRANS Std Plan A24C 6" DIA. PERFORATED SOIL SUBGRADE SHALL REMAIN 1'-0" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT PVC PIPE EXTENDING ISA MARKING DETAIL OFFICIALS. UNCOMPACTED IN PERVIOUS 4' INTO BASE NTS PAVEMENT RESERVOIR AREAS. 6. ACCESSIBLE PARKING ONLY SIGN SHALL BE SIGN R99C (CA) OR SIGN R99 (CA) WITH DETAIL 4uJ 11 w E PLAQUE R99B (CA). OBSERVATION WELL E r NTS o a QRpFESS/pN R/W PARKING HAMPTON INN PARK & RIDE ° &SUITESR=3/4" TYP. 6" 6" * No. 70341 e • 6.. SIDEWALK PER PLANS STq>F of Cp,0 F ,. F Approved: 2�- 0"-12" VARIES; ° ',�••,t DESIGNED BY \6„ • -I I M I _ SMH DRAWN BY. SMH 12" I I II I CHECKED BY' LANDSCAPING +' JLS APPROVED BY: JLS JLS DETAIL 6 USE NATURAL GREY SCALE DETAIL 5 RETAINING CURB COLOR ONLY DATE. CURB BREAK OPENING SCALE: 1"=1 G NTS G 8/12/16 CITY SPECIFICATION NO PERMEABLE INTERLOCKING CONCRETE PAVERS 91285 PLAN FILE NO. I LOCATION AirVol Eco—Perm Natural Grey, 1955C001 Alternating Bond Pattern SHEET NO 4 Of 12 1 2 3 4 5 6 7 8 9 10 \\10.9.250.11\Canino"\PWJ 1955%1955C001.dwa &13120164:35:35 PM 1 2 1 3 1 4 5 6 7 8 9 10 (109.82) AC �WCONFORM FL (110.22) AC i'� s o 5 -_ i - g • d oo 109.67 (110.18 FL �� (110.18) TC (110.72) TC I w m A ra1 � 1 inch = 5 ft. h \ CONFORM _ - - �� 110.78 SW � lg\ o ° g 7. 110.69 SW �� 108.06 AC 107.87 AC Iy�1 00 0 N110.84_ 110.12 FL SW 107.72 FL r 107.64 FL 106.82 FL 106.82 AC op 109.89 FL 0)6, �� �� 108.30 FL 3.04% 106.67 FL 110.26 SW Q o 110.70 SW 9-lp� ��s \ \� \ 2� a 110.38 SW 0 108.22 SW � e N Ln p .09% �� 8 SW 107.33 SW 110.54 AC 110.77 SW 108.33 SW 6 110.48 SW 110.76 AC CD\ \� p 3.29 p o SLOPE TOP OF CURB o.� i `D p FROM 6 -INCH TO FLUSH 110.77 TIC AT TBW IN 18 -INCHES CURB HEIGH�� oo $p 108.29 SW 107.25 SW 107.48 SW 0 VARIES �2y \ 108.32 SW 107.35 SW W U) C P I c 110.96 TIC Z 111.03 FG DRIVEWAY DETAIL B - OLD CALLE JOAQUIN Y Lu \ 110.46 GRP�E AC 111.02 SW \ SCALE: 1"=5' Z 110.97 SW Q O DRIVEWAY DETAIL A - NEW CALLE JOAQUIN a Z SCALE: 1"=5' 109.05 SW 108.60 SW 108.54 SW 109.07 FG Q h s h 0 Z W O U .p � J h � 08.97 TIC Q (108.84) SW S 108.52 TC �- 109.02 SW \ ci / EXISTING CURB � S 108.51 AC 108.46 TC • 'o' � 60' 109.16 SW 108.45 AC \ h^� 108.93 SW / - � 108.85 TCC i (108.81) SW o 109.34 SW co ��� � 109 94 SW 108.78 SW uj E % \�� 109.65 SW \ 108.28 AC E G w F % �� 109.31 SW \�� MATCH TOP OF �� EXISTING CURB � 6.0' 109.49 SW 6 109.55 SW 0 '� 108.78 TC w N / 7p�, o� � _- a`' s CURB RAMP DETAIL E 109.73 SW--- ----- _ --- \ 0 0 110.00 SW SCALE: 1"=5' QROFESS�°N / -56 108.87 FG j / 110.10 SW U1 110.08 SW 109.35 AC �5 o° \ 109.06 AC a� q `�' m 108.96 FG 2.0' 109.86 TC �? 109.04 AC NO. 70341 / 109.41 TC 108.99 AC 5.0' 109.11 AC S sr CIVIL .P grFOF RETAINING CURB PER CAt-1F° % F / DETAIL 6 SHEET 4 109.50 FG 109.40 AC �0 q 108.84 SW -05. F Approved: 109.47 TC / / 110.09 FG 109.46 AC 109.92 TC 108.79 SWNO DESIGNED BY SMH 108.74 SW u6 d PEDESTRIAN PATH DETAIL C CURB RAMP DETAIL D 109.20 AC DRAWN BY SCALE: 1"=5' SCALE: 1"=5' /o\' SMH CHECKER BV' 108.85 SW JLS 108.81 SW APPROVED BY: JLS SCALE' / 108.70 SW / (108.50) SW _5. DATE: LEGEND <� �� 8/12/16 CITY SPECIFICATION NO 91288 G TRUNCATED DOMES PER CITY STANDARD 4440 �c.� G (108.59) SW PLAN FILE NO I LOCATION 1955CO01 AND CALTRANS STANDARD PLANS RSP A88A PEDESTRIAN PATH DETAIL F SHEET NO SCALE: 1"=5' 5 of 12 11 2 3 4 5 6 7 8 9 10 awg w 1 1 2 1 3 1 4 5 6 7 8 9 10 LEGEND P/L PROPERTY LINE (109.98 OG)( P� (108.89 OG) � - oo>s •� \ HAMPTON INN & SUITES (109.58 OG) ��� \ ��� `� A R/W RIGHT -OF-WAY CONFORM TO EXISTING / tL 109.80 SDMH A MATCH (E) 18" SD INV - -109- -EXISTING CONTOUR \ GROUND AT R/W, TYP. \ -109- PROPOSED CONTOUR \ RETAINING RETAINING CURB; SEE 109.24 AC 109.14 SW (110.05 OG) / RB & 108.28 AC) �� GUTTER 108.85 SW DETAIL SHEET Cl 109.43 SW ��r V� 109.92 SW 109 26 SW -r -"I 108.64 AC \ 10 (109.64 OG) ---- 109.31 AC r -- 1- - L F- 108.60 AC ------ -- 1 110.63 Conc 109.14 GR -- - �! 108.69 FL 20 0 20 110.33 FL --------- 109.66 OG) ----- ( ) - -109.95 SW -- - -- � f�Tio 0 107.79 FL \ 108.91 110.84 SW r� 110.78 Conc 109.50 GR 109.52 FL _ -�- P L ��-- _�_ v - o \ r88y \ \ C 1 inch -- 20 ft. 110.78 SW 111.04 Con\- __ / 1 B �/"� _ r -_-� - 108.92 _ FP 1 D 110.71 TC I d 110.19 PCC 109.41 PCC 109.35 AC 109.07 AC -I a - -109- - 108.59 AC - --108-- N0� 108.72 AC 109.04 EP 108.00 AC CC�109.39 PCC 109.35 PCC 109.31 A� 108.82 AC _- - �� 107,77 AC- NE'W EP /n J 110.31 PCC _ AC 1 � 5 110.34 PCC CC 110.76 AC 109.02 AC�109.41 9 29 1CALTRANS IA H _ - - 110.46 AC / / 108.64oFP o� R /W O 110.54 AC v, 108.37 AC 107.91 GR 10$ IIjI�j 1� 1 J 00 110.18 TC / � 0�� ' 110.39 AC / 00 % ss9 D � - __ 107.22 -- -_ _ GR 0 (109.02 AC) \.�8 I Q Z Q c.., (108.84 SW/TC) .' I - 109 __ PTL --_-- -• -- - � o / I 27.-1 - 108.44 AC I lu 108.04 P 107.49 FP 1 6.22 FL I 106.72 TC C I - 0. p8 (108.56 AC) 108.09 FP 80 W z -- P Z I'I 08.76 109109.67 108.66 FP 108.92 FP 108.81 FP(107.53 �74 109.06 GR OBSERVATION WELL (106 l NV OUT,55 G 8 b I CONFORM TO OUT=15 (PAVEMENT / Y Q z 1/ I I (108.83 SW) FL FP FL) r 108.74 FP (108.49 AC) .88 (EXISTING Q I I I 110.21 FP OBSERVATION WELL I r 107.44 GR I I a I D i J I Z 0 U i i '�� ' MARGIES DINER Z U< ti I Z D P/L D QQ 0.5' Var. 6.0' 10.5' 20.9' FL 18.4' LV Df RETAINING BENCH SW BUS PAD DRIVE AISLE PARKING Var. Var. J CD CURB FG OG CITY STD CURB Q ---- -- -----1.5% --_ Exist - ----- FENCE NOTES 4" PCC BARRIER 2:1 MAX 1 OVER 4" AB 8" PCC OVER 6" AB CURB 2:1 MAX FACE OF CURBSUNL� S NOTED OTHERWISE. CITY STD CURB 3" AC OVER PERMEABLE INTERLOCKING LOWER GRADE AT 2 CONSTRUCTION DETAILS SHEET 14" AB CONCRETE PAVERS WITH CL4 CURB BREAKS GRADING ODRIVEWAYSA AND PEDESTRIAN E AB RESERVOIR CURB RAMPS AND ACCESSIBLE PARKING E DETAILS. w SECTION A a � R/W SCALE 1"=5' 3. SEE CONSTRUCTION DETAILS SHEET 4 FOR FL OBSERVATION WELL DETAILS. Var. 6' 22.9' SW 18.4' 3' 4. SEE UTILITY PLAN FOR STORM DRAIN QROFESS/oN �o NpN L. q< VERTICAL y ------ _ ______ _ CURB - --___ 1.5% Exist FG CURB 1.5% INFORMATION. G m ------- ` * No. 70341 e 2:1 MAXsry CIVIL �P rF BARRIER LOWER GRADE AT of cnt 1F° F 3" AC OVER CURB CURB BREAKS F 14" AB PERMEABLE INTERLOCKING CITY STD CURB Approved: DESIGNED BY CONCRETE PAVERS WITH CL4 AB RESERVOIR SMH DRAWN BY SECTION B SMH CHECKED BY JLS SCALE 1"=5' APPROVED BY: JLS SCALE' 1-20 OG PROPOSED EP DATE: anv1 _ - FP - - - - - 5% CITU SPECIFICATION NO G Var. 2.5%-8.3%- - - G r- 6" AC OVER 6" AB 91288 PLAN FILE NO I LOCATION OVER 15" CEMENT TREATED SUBBASE 1955G001 SHEET NO SECTION C SCALE 1"=5' 6 Of 12 1 2 3 4 5 8 7 8 9 10 ��t u.al�u.i nc,ommanwnd�ty»�ivmaum.awg w II I I I, A �I 1. I II I, I� I B II I, II II r ,1 a r HAMPTON INN & SUITES ----------------rI r ---L_— --I I------------ ------ — — F/L 71 — n 9 IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS J r --- --- /� I R/W -- R/W -- -- --INSTALL 1" SCH 40 PVC RECYCLED WATER SERVICE LINE I I I I APPROXIMATELY 50—FT. INSTALL I SERVICE LINE IN 2" SCH 40 PVC EXISTING RECYCLED WATER SLEEVING UNDER SIDEWALK. SERVICE AND METER BOX. INSTALL 1" METER. NOTES 1. ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY EXACT LOCATIONS OF ALL UTILITIES. JE� 2. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL UTILITIES DURING CONSTRUCTION. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION OR GROUND DISTURBANCE. OF 3. AREA DRAINS TO BE NYLOPLAST DRAIN BASIN OR APPROVED EQUAL. 4. SEE CITY STANDARD 3350 FOR CATCH BASIN DETAILS. 5. SEE ELECTRICAL PLAN FOR LIGHTING AND ELECTRICAL INFORMATION. 15 Know whets below. Call before you dig. Contractor shall call Underground Service Alert at 811 two working days prior to excavation ROSE GARDEN INN MARGIE'S DINER I I\ CONSTRUCTION NOTES (STORM DRAIN) No. DESCRIPTION FG ELEV INV ELEV SIZE -IN SIZE -IN SIZE -OUT LENGTH SLOPE TO [ STORM DRAIN MANHOLE 110.00' MATCH (E) 18" 18" RCP 95.1' 0.5% MIN E2 AREA DRAIN 107.44' 105.01' 12" 20.4' 0.5% E3 E3 AREA DRAIN 108.91' 104.91' 12" 12" 12" 62.0' 0.5% El ® AREA DRAIN 107.91' 104.60' 12" 12" 60.8' 0.5% E5 E5 AREA DRAIN 107.22' 104.30' 12" 12" 65.0' 0.5% © CITY STD 3350 CATCH BASIN 106.10' 103.97' 12" 18" RCP 18" 8.6' 1.0% �7 �7 EXISTING DRAIN INLET 105.55' 103.88' 18" 18"x12" 18" 48.1' EXIST. OUT ® AREA DRAIN 109.10' 105.33' 12" 12" 42.4' 1.0% �3 1 AREA DRAIN 109.50' 106.37' 12" 103.6' 1.0% I Sr CALTRANS R/W 0 b y.. Lrr 0 .O LEGEND P PROPERTY LINE R/W RIGHT-OF-WAY -EXISTING OVERHEAD LINES EXISTING STORM DRAIN PIPE �NEW STORM DRAIN PIPE EXISTING WATER LINE —wTR----NEW 1" RECYCLED WATER SERVICE As ---EXISTING GAS LINE IT —EXISTING JOINT TRENCH _ NEW ELECTRICAL CONDUIT, SEE ELECTRICAL PLANS 20 0 20 I ( INFnT) 1 inch = 20 ft. B c D H 0 W Z a Z_ Q O W J J V E U � 0 a QROFESS��N y��° SY,p,N L. STDy F � 2c � m w m * NO. 70341 e sr CIVIL �P �rF OF CAIL-\F F Approved: DESIGNED BY SMH DRAWN BY SMH CHECKED BY JLS APPROVED BY: JLS SCALE' 1..=20' DATE. 8/12/16 G CITY SPECIFICATION NO. 91288 PLAN FILE NO. I LOCATION 19550001 SHEET N0. 7 of 12 1 2 3 1 4 1 5 6 7 8 9 10 NOTES 1. ALL BMPs SHALL BE INSPECTED REGULARLY, BEFORE, DURING, AND AFTER ANY STORM EVENT 1 GENERATING RUNOFF. 4 �� ��� 4 A 2. ALL DAMAGED BMPs SHALL BE REPLACED \ �� \ A IMMEDIATELY. \ / \ HAMPTON INN & SUITES I CALTRANS �j \ \ \ R/W r -7•--I r �� � ----20 0 20 r-------------,_- _ L— �iJ \ v \ \ R/ W -- � � \ t IN FEET ) ; -- / / ; 1 inch = 20 ft. �— _ - - -- ---__ �— L-4 I a NO CONSTRUCTION I \ _ / —� ___ I I J C°" I,I o ACCESS THIS DRIVEWAY — — - -- _ W Z TYP. °------� --J — — — — — — o _ ° Z J -- z -- R/W b I ROSE GARDEN INN Z O — LEGENDIII o Z I (J O 1 ® STABILIZED CONSTRUCTION ENTRANCE e I A Q ® EXISTING AREA DRAIN — � O O SLOPE AWAY FROM ROADWAY ® PROPOSED AREA DRAIN <' MARGIE'S DINER ° - W LLI T I FILTER BAGS�� j 50' MINIMUM 3"-4" FRACTURED _ J EXISTING SLOPE AWAY STONE AGGREGATE P/L PROPERTY LINE - GROUND FROM ROADWAY Earthen bermPi laced Plastic liner 'Q v ;� j/'� GEOTEXTILE LINER 6"-12" R/W RIGHT—OF—WAY Earthen berm undH ercberm entry Miq, over berm 3, 5, side only) �4" Min Gravel—filled cut bag ��� Original ground ground UNDER ROCKS SECTION A -A CONCRETE WASHOUT AREA ❑ e4 , / NOTES TYPICAL SECTION E10, 1 5' Plastic liner EARTHEN BERM 1. THE CONCRETE WASHOUT SIGN SHALL SECTION B—B BE INSTALLED WITHIN 3' OF THE A "e°`Y<?.:+°°�°`•_:?.`°' A Pi t, liner Earthen berm TEMPORARY CONCRETE WASHOUT 'germ FACILITY. vi w DIRECTION OF:*'�,e°:; E °:'.�t'evr° TRAVEL °:e?�g,•..�• over Gravel—filled ba g Earthen berm Plastic liner Plastic liner E • "� Z 15' e°yg. a;9ea, EXISTING OPEN Grovel—filled over berm Staples 2. PLASTIC LINER SHALL BE ANCHORED ag Original ground (2 per bale) WITH GRAVEL—FILLED BAGS FOR BELOW GRADE CONCRETE WASHOUT FACILITY. Plastic liner u, a N PLAN VIEW °: 10' BACK HOOD SEE DETAIL A 2" MIN SECTION A—A Wood or metal bale) DAM stakes (2 per yw 48 xo 24" 3' 15' Min 3' Straw balesL t QROFESS�ON OSTABLIZED CONSTRUCTION ENTRANCE _ —{ (2 bales high Max) fq pointed white 7yp 7yp 1.0' Min CONCRETE I Original ground Black letters �<v� �° y MIN WIDTH ABACK ( / Gravel—filled g IWASHOUT ht Ede of Plastic Id 6Lag hscews (1/2")rn bags Liner (See Note 2) SECTION C—C OF GRATE) / Gravel—filled o 1:1 Wood post „ No 70341 No. 2" MIN AT / BACK FLOOD CONTACT `\\_18" bags in corners "' 3.5" x 3.5 x 8') Is, CIVIL qrF �P RELEASE MIS AT FRONT Edge of 15' Min II n u OF CAL1F F \ AND SIDES plastic liner p � Approved: 1 10' in CONCRETE WASHOUT qt �q Straw bales SIGN DETAIL i f i DESIGNED BY OMIT ONE BAG ON UPHILL SIDE OF DRAIN MIN BAG DEPTH Top of cut p ® ® —W takes r metal 2" SMH DRAWN BY INLET TO FORM WEIR G 5 SMH OUTLET } U `a 0.12" dia CHECKED BY EXISTING DROP PIPE Earthen �3:1 5 o Steel wire JLS o PLACE ONE COURSE INLET GRATE Y2" MIN Berm / WedgWe loose / APPROVED BY: JLS OF GRAVEL FILTER stra between STAPLE DETAIL BAGS 4' FROM FLOW ® bales LINE 3" HIGH MIN. r I 3,Typ Gravel—filled SCALE PLACE TWO COURSES T Entry side of �� EBarthen 1. bags in corners 1"=20' DATE: j washout facility erm 2"Min OF GRAVEL FILTER BAGS AROUND DRAIN FILTER BAG J EXISTING DROP INLET FRAME Plastic liner laced PLAN PLAN berm 8/12/16 CITY SPECIFICATION NO. G INLET 6" HIGH MIN. FRAME under entry TEMPORARY CONCRETE WASHOUT FACILITY G Sid only) (On Grade) 91288 GRAVEL BAG PROTECTION DETAIL A TEMPORARY CONCRETE WASHOUT FACILITY PLAN FILE NOILOCATION (Below Grade) 1955E 001 SHEET NO INLET FILTER BAG DETAIL ®TEMPORARY CONCRETE WASHOUT FACILITY - - of 8 12 1 2 3 4 5 6 7 8 9 10 "lu.v.[eu.'Iimv9wi' u'Iu INSTALL PLASTIC HEADER BOARD (HDPE) AT RW / PROPERTY LINE PER DETAIL 1 THIS SHEET. EXISTING TURF GRASS AREAS AND CONCRETE HEADER TO REMAIN. SEE CIVIL DEMOLITION PLAN. —�4,AMPTON INN & SUITES-- 1 �I I II I q I � I B IN I s � In RO E GARDEN INN EXISTING FENCE TO REMAIN EXISTING SIDEWALK��. PROPOSED SIDEWALK -\I HDPE DRAIN INLET (TYP). -PLACE 4-6" LIGHT POLE (TYP) COBBLE ROCK MULCH AROUND (8" PERIMETER) EACH INLET IN BARK MULCH AREA R/W -- MARGIE'S DINER C PLANT SCHEDULE GENERAL PLANTING NOTES TREES QTY BOTANICAL NAME COMMON NAME CONT 1. QUANTITIES: The plant quantities are provided for the convenience of the owner. The contractor shall verify all plant counts between the plant list + 10 Platanus racemosa California Sycamore 15 gal and the plans. If a discrepancy exists, the plans shall govern. Notify Landscape Architect immediately if materials are not available as • 13 Tristania conferta Brisbane Box 15 gal specified. All substitutions are subject to the written approval of the record Landscape Architect. Install plant materials per details. SHRUBS QTY BOTANICAL NAME COMMON NAME CONT D 2. The Contractot shall notify the City Arborist at 95 Juncus patens'Carmens Gray' Carmen's Gray Rush 1 gal least (5) five working days prior to any tree planting operations to arrange for inspection and observation of tree plantings. 60 Lantana Camara 'Radiation' Radiation Lantana 1 gal 3. SOILS TEST: Contractor shall obtain a soils test (Soil Management Report) from at least four 36 Lavandula stoechas Spanish Lavender 1 gal different locations within the project area after site development grading is complete. Soil test results shall be provided to the landscape architect and 72 Muhlenbergia rigens Deer Grass 1 gal owner for their records. Soil amendments shall be as recommended by the soils report to correct soil deficiencies. E 21 Rhamnus californica 'Eve Case' California Coffeeberry 5 gal 4. AMENDMENT: At minimum, areas receiving ground cover plant materials or sod grass, shall 096 Rhaphiolepis indica 'Ballerina Pink Dancer' Indian Hawthorne Ballerina Pink Dancer 5 gal receive (roto -tilled into the soil to a depth of 8 -inches) at a minimum 3 -yards per 1,000 sf nitrified or composted forest mulch. 292 Teucrium x lucidrys prostratum Prostrate Germander 1 gal 5. PRE -EMERGENT: A pre -emergent herbicide (Ronstar-g, Surflan, or equal) shall be applied to GROUND COVERS QTY BOTANICAL NAME COMMON NAME all non -turf landscaped areas before applying surface mulch. 5,589 sf BARK MULCH WALK ON BARK MULCH 6. FINISH GRADE: Finish grade all planter areas to F establish a smooth, even finish. Remove all rocks Spread 3 -inches deep in all Planter Areas or debris larger than 1 -inch in diameter. 7. DRAIN INLET ROCK MULCH: Landscape Contractor responsible to place 3"-6" size cobble rock mulch (with filter cloth) around all drain inlets HDPE 362 If HIGH DENSITY POLYETHYLENE EDGING (2 -ft. around) in planter areas (not containing mowable turf) to mitigate clogging from bark mulch. See Civil plans for storm drainage. 8. FINISH GRADE IN PLANTERS: All planter fingers and self contained planters in the parking areas shall be prepared so that the planter soil is within b G 3" of the curb / sidewalk height. Place agriculturally suitable top soil as needed. The finish grade of parking area "planter fingers" shall 's have a crown with a 2-3% slope down to the curb / sidewalk. tPE CALTRANS R /W N°�`�� 4 B44 III i �\ 0 20 40 60 feet \ SCALE: V = 20' , \ LEGEND \\ P/L PROPERTY LINE R/W RIGHT—OF—WAY CITY STANDARD DETAILS Except where illustrated on this sheet, see the following City Standard Irrigation Details. • Tree Planting and Staking Standard 8220 • Shrub Planting Standard 8410 PROJECT SIDE BARK MU BEYOND PROJECT BARK 2X4 HDPE II HEADER BOARD, BROWN COLOR. 1X4X24" PLASTIC SPLICE BOARD. lV� 2X2X16" PLASTIC STAKES ® 36" O.C. USE 2 PLATED DECK SCREWS FOR ATTACHMENT 1 HDPE PLASTIC 2X4 EDGING 1" = 1•-0" P—FI-44 B H O W Z a 13- Z Z CY O D n W J J U JJ E ~ w 00 a Z Q J a- Z_ Z Q J a- �PNDSCAPE- ��� �yOBERT.0q'P G ? _H . s o5na 6-24-16 �P �lF OF CAO1 F SAR DRAWN BY: SAR CHECKED BY: JLS/SAR APPROVED BY: SAR SCALE: 1"=20' DATE: 8/12/16 G CITY SPECIFICATION NO. 91288 PLAN FILE NO. / LOCATION 1955LSPOOl SHEET NO. 9 of 12 COORDINATE POWER FOR PEDESTAL CONTROLLER IN THIS LOCATION (BEHIND SIDEWALK). RECLAIMED WATER IRRIGATION POINT OF CONNECTION AT END OF SERVICE LINE INSTALLED PER CIVIL PLANS. GROIdP B (4) FOUR VALVE BOXES FOR MULTIPLE DEVICES IMMEDIATELY BEHIND SIDEWALK. LAIJIINI, IUNr UNAJJ ANU INNIUAIIUN UN NUILL FNuU'LNIT U tat REMOVED / ADJUSTED BY OTHERS (NORTH OF HDPE BOARD). SEE CIVIL PLANS FOR---I4AMPTON INN & SUITES DEMOLITION IN THE _ I ____ AREA ALONG HAMPTON __1 v --------`- INN. L---------------- - -- �� � �' I „IIIIIIIIIII I W - � I ►�-� I os a _ - IRR. SERVICE LINE PER CIVIL PLANS METER PER CIVIL PLANS VALVE SCHEDULE 1 22o aa4 �2 2 'l 9 I I II I 1�I - 11=11 c NUMBER MODEL SIZE TYPE PSI PSI @ POC GPM PRECIP 1 Hunter ICV -G -R 1" Bubbler 37.81 50.11 22.00 30.64 in/h E 2 Hunter ICV -G -R 1" Area for Dripline 56.09 60.88 8.44 0.75 in/h 3 Hunter ICV -G -R 1" Area for Dripline 53.58 58.06 7.72 0.75 in/h 1404 1.0 gpm, 4 Hunter ICV -G -R 1" Area for Dripline 53.25 57.20 5.06 0.75 in/h 5 Hunter ICV -G -R 1" Area for Dripline 25.99 31.82 8.34 0.74 in/h 6 Hunter ICV -G -R 1" Bubbler 40.04 58.88 22.00 30.64 in/h CRITICAL ANALYSIS D Generated: 2016-08-1010:31 P.O.C. NUMBER: 01 Water Source Information: POC - Reclaimed Water Meter, per Civil Plans FLOW AVAILABLE IRRIGATION SCHEDULE NOTES 1. The contractor is responsible for the final irrigation schedule showing a minimum of four -seasons. 2. The watering schedule shall include run time and frequency of irrigation for each station with irrigation occurring between sunset and sunrise. Should an individual station require more than one cycle within a 24-hour period, the minimum time between cycles shall be 1 -hour. 3. Contractor shall provide a copy of the schedule, irrigation as-builts and any other appurtenances necessary for the use and maintenance of the system per the specifications to the Owner. RECYCLED WATER USED 1. Irrigation water source is RECLAIMED NON -POTABLE. See Special Provisions Section 20-2.01. 2. Irrigation water is from Recycled water provided by the City of San Luis Obispo. The installation of the irrigation system shall adhere to the standards / requirements of the City. 3. Refer to project special provisions for information regarding: valve box lid markings, pipe color and markings, tags and stickers,and required signs.Tags and signs shall be in both English and Spanish. ROSE GARDEN INN GENERAL IRRIGATION NOTES 1. Irriaation system desianed for a static Dressure of 70-126i. adjust pressure reducer at POC accordingly. Drip system designed for maximum 50 -psi. 2. The irrigation system is designed to comply with the State Model Water Efficient Landscape Ordinance. 3. Irrigation system shall not be installed until landscape grading is complete, and approved by City. 4. Irrigation system shall be installed in accordance with all local codes and regulations. All materials shall be in new perfect condition and commercial grade. Provide manufacture cut sheets for approval. Deviations from the specified materials must be "or equal" or approved by the Landscape Architect or Owner. 5. Verify the location of all planting areas prior to start of project. Notify Landscape Architect of any discrepancies prior to trenching. 6. Plan is diagrammatic and not intended to show exact locations of piping and valves. Locate in planter areas as closely as possible to related curbs and edges of paving. 7. House remote control valves in rectangular plastic valve box with bolt down cover. Place valve twelve (12) inches from adjacent sidewalk, curb or header board. Set top of valve box even with finish grade. 8. House quick coupling valves in ten (10) inch round plastic valve box with bolt down lid. Set top of valve box even with finish grade. Stake quick coupling valves with stabilizer consisting of 3/4" angle iron, twelve (12) inches long connected to quick coupling valve with "U" bolt. Place one (1) inch drain rock under quick coupling valve and box to a twelve (12) inch depth according to detail. 9. Adjust flow controls on all remote control valves and pressure reducer to correct operating pressure at all bubbler / emitters. Drip system designed for 50 -psi 10. All main line, gate valves, RCV's and QCV's shall be installed in planting areas, whether shown there or not. 11. IRRIGATION SLEEVE: 4" DIA Sch. 40 PVC sleeves to be used under all pavement and concrete walks. Irrigation sleeves to extend 12 - 18" minimum beyond back of curb/walk. Coordinate sleeve installation with roadway / sidewalk paving improvements. U MARGIE'S DINER IRRIGATION SCHEDULE �I CALTRANS II V I I I I, R / W NOP�N \*; 0 20 40 60 SCALE. 1" = 21Y \� LEGEND a P/L PROPERTY LINE 22. R W RIGHT-OF-WAY ��/ " • ,111 • • �c II L -1I O a `z HAMPTON INN IRRIGATION NOTE: EXISTING PLANTING AREAS NORTH OF THE PLASTIC HEADER (REMARKING RW / PROPERTY LINE) SHALL BE IRRIGATED FROM THE EXISTING HAMPTON INN IRRIGATION SYSTEM. SEE CIVIL DEMOLITION PLAN. SYMBOL Water Meter Size: 1" My Hunter ICV -G -BSP 1" Flow Available: 37.50 gpm PRESSURE AVAILABLE 1", Plastic Electric Master Valve, Globe Static Pressure at POC: 70.00 psi 46 Elevation Change: 5.00 ft 1402 1408 Service Line Size: 1 1/2" E Length of Service Line: 20.00 ft 36.0" long with locking grate, semi-rigid mesh Pressure Available: 67.00 psi DESIGN ANALYSIS tube. Check Valve, Purple Grate, and Sand Maximum Station Flow: 22.00 gpm Flow Available at POC: 37.50 qpm 1" Pressure Reducing Valve Residual Flow Available: 15.50 gpm 1404 1.0 gpm, Critical Station: 2 Design Pressure: 50.00 psi Elevation Loss: 0.43 psi Friction Loss: 2.56 psi F Fittings Loss: 0.26 psi MANUFACTURER/MODEUDESCRIPTION Loss through Valve: 2.84 psi Pressure Req. at Critical Station: 56.10 psi 9 Loss for Fittings: 0.09 psi Loss for Main Line: 0.88 psi CITY REQUIRED - ET2000e-6 is a 6 station Loss for POC to Valve Elevation: 0.43 psi tubing with riser to above grade installation. Loss for Backflow: 0.00 psi Loss for Master Valve: 2.84 psi Loss for Water Meter: 0.54 psi ® Critical Station Pressure at POC: 60.88 psi is enclosure with appropriate antenna -FIM 1 B is Pressure Available: 67.00 psi Drip System Operation Indicator, stem rises 6" Residual Pressure Available: 6.12 psi IRRIGATION SCHEDULE NOTES 1. The contractor is responsible for the final irrigation schedule showing a minimum of four -seasons. 2. The watering schedule shall include run time and frequency of irrigation for each station with irrigation occurring between sunset and sunrise. Should an individual station require more than one cycle within a 24-hour period, the minimum time between cycles shall be 1 -hour. 3. Contractor shall provide a copy of the schedule, irrigation as-builts and any other appurtenances necessary for the use and maintenance of the system per the specifications to the Owner. RECYCLED WATER USED 1. Irrigation water source is RECLAIMED NON -POTABLE. See Special Provisions Section 20-2.01. 2. Irrigation water is from Recycled water provided by the City of San Luis Obispo. The installation of the irrigation system shall adhere to the standards / requirements of the City. 3. Refer to project special provisions for information regarding: valve box lid markings, pipe color and markings, tags and stickers,and required signs.Tags and signs shall be in both English and Spanish. ROSE GARDEN INN GENERAL IRRIGATION NOTES 1. Irriaation system desianed for a static Dressure of 70-126i. adjust pressure reducer at POC accordingly. Drip system designed for maximum 50 -psi. 2. The irrigation system is designed to comply with the State Model Water Efficient Landscape Ordinance. 3. Irrigation system shall not be installed until landscape grading is complete, and approved by City. 4. Irrigation system shall be installed in accordance with all local codes and regulations. All materials shall be in new perfect condition and commercial grade. Provide manufacture cut sheets for approval. Deviations from the specified materials must be "or equal" or approved by the Landscape Architect or Owner. 5. Verify the location of all planting areas prior to start of project. Notify Landscape Architect of any discrepancies prior to trenching. 6. Plan is diagrammatic and not intended to show exact locations of piping and valves. Locate in planter areas as closely as possible to related curbs and edges of paving. 7. House remote control valves in rectangular plastic valve box with bolt down cover. Place valve twelve (12) inches from adjacent sidewalk, curb or header board. Set top of valve box even with finish grade. 8. House quick coupling valves in ten (10) inch round plastic valve box with bolt down lid. Set top of valve box even with finish grade. Stake quick coupling valves with stabilizer consisting of 3/4" angle iron, twelve (12) inches long connected to quick coupling valve with "U" bolt. Place one (1) inch drain rock under quick coupling valve and box to a twelve (12) inch depth according to detail. 9. Adjust flow controls on all remote control valves and pressure reducer to correct operating pressure at all bubbler / emitters. Drip system designed for 50 -psi 10. All main line, gate valves, RCV's and QCV's shall be installed in planting areas, whether shown there or not. 11. IRRIGATION SLEEVE: 4" DIA Sch. 40 PVC sleeves to be used under all pavement and concrete walks. Irrigation sleeves to extend 12 - 18" minimum beyond back of curb/walk. Coordinate sleeve installation with roadway / sidewalk paving improvements. U MARGIE'S DINER IRRIGATION SCHEDULE �I CALTRANS II V I I I I, R / W NOP�N \*; 0 20 40 60 SCALE. 1" = 21Y \� LEGEND a P/L PROPERTY LINE 22. R W RIGHT-OF-WAY ��/ " • ,111 • • �c II L -1I O a `z HAMPTON INN IRRIGATION NOTE: EXISTING PLANTING AREAS NORTH OF THE PLASTIC HEADER (REMARKING RW / PROPERTY LINE) SHALL BE IRRIGATED FROM THE EXISTING HAMPTON INN IRRIGATION SYSTEM. SEE CIVIL DEMOLITION PLAN. SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY My Hunter ICV -G -BSP 1" 1 1", Plastic Electric Master Valve, Globe a, �,, 6 Rain Bird RWS-B-C-P-SOCK 46 Configuration, with BSP Threaded Inlet/Outlet, 1402 1408 Root Watering System with 4.0" diameter x for Commercial/Municipal Use. Reclaimed 36.0" long with locking grate, semi-rigid mesh Water Handle. tube. Check Valve, Purple Grate, and Sand Sock. Rain Bird bubbler option as indicated: 1" Pressure Reducing Valve 1 1404 1.0 gpm, Pressure limited to 60.13 PSI In-line Pressure Reducing Valve located in valve box. Set pressure as needed for SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY optimum valve performance Pipe Transition Point above grade 9 © CALSENSE ET2000e-6-LR-RRe-SSER-FM1 B 1 Pipe transition point from PVC lateral to drip CITY REQUIRED - ET2000e-6 is a 6 station tubing with riser to above grade installation. controller -LR is the communications radio-RRe is the maintenance radio remote board-SSER ® Rain Bird OPERIND 5 is enclosure with appropriate antenna -FIM 1 B is Drip System Operation Indicator, stem rises 6" the flow sensor. for clear visibility when drip system is charged to a minimum of 20psi. Includes 16" of 1/4" rs CALSENSE FM1B 1 distribution tubing with connection fitting Flow Sensor compatible with CALSENSE pre-installed. controller Area to Receive Dripline ® Rain Bird RBY-100-MPTX 1 ® Hunter PLD -R-10-18 (18) (2) 3,712 s.f. 1" Inline RBY Filter with 200 Mesh Screen In -Line Pressure Compensating Landscape SURFACE Dripline with Built -In Check Valve. 1.OGPHa❑ Water Meter 1" 1 MOUNT ONLY! emitters at 18.0" O.C. Dripline laterals spaced POC - Reclaimed Water Meter, per Civil Plans SEE DETAILS at 18.0" apart, with emitters offset for triangular pattern. UV Resistant. Purple Tubing for Irrigation Lateral Line: PVC Schedule 40 1,607 I.f. Reclaimed Water Use. PVC Schedule 40 irrigation pipe color code for use with reclaimed water. Only lateral transition pipe sizes 1" and above are SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY indicated on the plan, with all others being 3/4" in size. Hunter ICV -G -R 6 1", 1-1/2", 2", and 3" Plastic Electric Remote - - - - Irrigation Mainline: PVC Schedule 40 442.3 I.f. Control Valves, Globe Configuration, with NPT 1 1/4" Dia. Main line. Color coded for use with Threaded Inlet/Outlet, for Reclaimed Water Commercial/Municipal Use. Reclaimed Water ID, Purple Handle. -------- Pipe Sleeve: PVC Schedule 40 211.0 I.f. Typical pipe sleeve for irrigation pipe. Pipe 0 Hunter HQ-33DLRC-R 2 sleeve size shall allow for irrigation piping and Quick coupler valve, purple locking rubber their related couplings to easily slide through cover for reclaimed water use, red brass and sleeving material. Extend sleeves 18 inches stainless steel, with 3/4" NPT inlet, 2 -piece beyond edges of paving or construction. body. Y°Ive C°II°°, -V2: Number # Griswold Isolator BV 3 # YFIZ Brass DWS Valve with Ball Valve. Sizes 1/2"Y°"a Sae through 2-1/2", same size as irrigation line. 100 mesh stainless steel strainer and packing gland ball valve are ideal for dirty water applications. IBI c D F_ 0 W Z Q a Z Q 0 n W J J a U Z Q J IZ Z O Q 0 IY _pNDSCAPE- yr�0 ROGER 7 -So, qp . s o5` sP�>�ia �P �lF CF CALIF F SAR DRAWN BY: SAR CHECKED BY: JLS/SAR APPROVED BY: SAR SCALE: 1"=20' DATE: 8/12/16 G CITY SPECIFICATION NO. 91288 PLAN FILE N0. / LOCATION 1955LSP001 10 of 121 In IC CLEAN BACKRI Compact l0 90% MAINLINE -----\ CONTROL WIRE,, SCH 40 PVC - GREY ELECTRICAL CONDUIT SLEEVE CLEAN BEDDING SCH 40 PVC SLEEVES IIN1=1 f CLASS 315 UNDER „ SECTION: PLANTING AREAS AUTO PAVEMENT. SCH 40 PVC UNDER UNDER PAVEMENT SIDEWALK CROSSINGS NOTE. 1. ALL PIPE, WIRE, &/OR SLEEVES TO GO UNDER STREET PAVEMENT TO BE INSTALLED AT A MINIMUM OF 24" DEEP PRIOR TO PAVING BEING INSTALLED. 2. ALL "2 -WIRE" CONNECTORS TO BE INSTALLED IN A GRAY CONDUIT OR SLEEVE AT ALL TIMES. 3. BUNDLE AND TAPE ALL CONTROL WIRE AT 10' INTERVALS; TAPE TO MAINLINE AT 20' INTERVALS. 4. TIE A LOOSE 2' LOOP IN WIRE AT CHANGES IN DIRECTION OF 30 DEG. OR GREATER. UNTIE AFTER CONNECTIONS HAVE BEEN MADE. 5. INSTALL LOCATOR WIRE ALONGSIDE MAINLINE WHERE THERE IS NO CONTROL WIRE. 1 IRRIGATION PIPE AND CONTROL WIRE TRENCHING NOT TO SCALE P -FI -62 PVC MAINLINE. CONTROL VALVE- TYPICAL ALVETYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED TYPICAL FPT ADAPTER BARBED COUPLER. 3/4" PVC LATERAL- X2- POLYETHYLENE OR PVC HEADER. - TYPICAL BARBED FITTING. DRIPLINE SPACING AS NOTED. TYPICAL DRIP LINE - WITH EMITTER SPACING AS NOTED. TIE DOWN STAKEAT ALL TEES, ELLS, AND AT ,NQS. FLUSH CAP AT LOW END. MAXIMUM LATERAL LENGTH (FEET) EMITTER 12" EMITTER FLOW RATE GPH EMITTER LATERAL 12" SPACING 18" SPACING 24" SPACING PSI 0.6 0.9 0.6 0.9 0.6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 2364 350 268 4 495 380 550 422 627 171 50 125 96 8.8 PSI 218 171 60 125 96 175 135 218 171 GRID PRECIPITATION RATES (IN/HR) EMITTER 12" EMITTER FLOW RATE EMITTER LATERAL 0.6 1 0.9 SPACING SPACING 1.0 GPM 0.96 1.44 .9 GPH 1.5 GPM 0.69 0.75 GPM 24 24 0.28 1-1/2" LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 18" 24" FLOW SPACING SPACING I SPACING 1.0 GPM .67 GPM 0.50 GPM .9 GPH 1.5 GPM 5.6 PSI 0.75 GPM MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI END FEED EXAMPLE CENTER FEED EXAMPLE SINGLE LINE FEED EXAMPLE SLOPED CONDITION NOTE: 1. SPACING AS NOTED ON TOP % OF SLOPE. ALSO SEE MANUFACTURES DETAILS / RECOMMENDATIONS FOR 2. SPACING AT BOTTOM Y3 AS NOTED PLUS 259>. SPECIFIC INSTALLATION SCENARIOS 3. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE BOTTOM Y3 SEPARATELY. COMPRESSION TEE OR ELBOW SIZE TO MATCH DRIPLINE TUBING 4• d 4 B 4 TOP OF MULCH A LANDSCAPE DRIPUNE TUBING: SEE "IRRIGATION SCHEDULE". SURFACE MOUNT ONLY. GALV. "U" SHAPED TIE DOWN STAKE 0 3'-00" OC MAX.. & ONE ®EVERY TUBING CONNECTION 3" MIN, FINISH SOIL di 2 TYPICAL DRIPLINE LAYOUT REQUIREMENTS 3 IN-LINE EMITTER ON GRADE - DRIP 3" = 1'-0" P -FI -57 1" = 1" 328413.56-12 6" RISE FOR REMOTE CONTROL VALVE NOTE: CLEAR 1. Pressure reducer and w e strainer located at point of connection VISIBILITY Y Typical Drip Valve kit not required for drip control valve. See OF WATER USE CALCULATIONS Maximum Applied Water Allowance Calculations for New Landscapes I I City Name San Luis Obispo ETD of City 43.80 ETD (inches/year) Total landscape including SLA 3,119.00 LA (ft2) Special Landscape Area 0.00 SLA (ft2) Results: MAWA = (ET.) x (0.62) x [(0.7 x LA)+(0.3 x SLA)] 59,298.43 Gallons Estimated Total Water Use Equation: ETWU = (ETD) x (0.62) x [(PF x HA/IE) + SLA] Enter Irrigation Efficiency (equal to or greater than 0.71) 0.80 Plant Water Use Type irrigation schedule. J CITY STANDARD DETAILS D CONNECT 0.4-0.6 High TO DRIP LINE Except where illustrated on this sheet, see the following City Standard Plant Water Use Type (s) (low, medium, high) TUBING IN Irrigation Details. g PF x HA (ft2) VISIBLE High 0.80 AREA 0 Medium • Irrigation Controller Standard 8520; Attach Recycled Water Warning 0 0 Tag per Standard 8810 Low RAINBIRD MODEL . Master Valve and Flow Sensor Standard 8550 936 "OPERIND". none E OPERATES WHEN . Thrust Blocking Standard 8610 sub total THE SYSTEM IS CHARGED TO A . Remote Control Valve Standard 8620 Sum MINIMUM 20 -PSI . Quick Coupler Valve Standard 8630 MAWA = 59,298 • Isolation Valve Standard 8640; Attach Recycled Water Warning Tag Gallons DRIP SYSTEM OPERATION INDICATOR per Standard 8810 OF WATER USE CALCULATIONS Maximum Applied Water Allowance Calculations for New Landscapes I I City Name San Luis Obispo ETD of City 43.80 ETD (inches/year) Total landscape including SLA 3,119.00 LA (ft2) Special Landscape Area 0.00 SLA (ft2) Results: MAWA = (ET.) x (0.62) x [(0.7 x LA)+(0.3 x SLA)] 59,298.43 Gallons Estimated Total Water Use Equation: ETWU = (ETD) x (0.62) x [(PF x HA/IE) + SLA] Enter Irrigation Efficiency (equal to or greater than 0.71) 0.80 Plant Water Use Type Plant Factor Low 0-0.3 Medium 0.4-0.6 High 0.7-1.0 Hydrozone Plant Water Use Type (s) (low, medium, high) Plant Factor (PF) Hydrozone Area (HA) (ft2) PF x HA (ft2) High 0.80 0 0 Medium 0.50 0 0 Low 0.30 3,119 936 none 0.00 0 0 936 sub total Sum 3,119 MAWA = 59,298 Gallons ETWU=j 31,767 JETWU complies with MAWAcomplies with MAWA B C D E U a U) J H W 0 Z 0 Q (D �p,ADSCAP hFO ROBERTSo ti ? A" a J oI11 N t U1 iw'a v e s�. 6-24-11,6 �P �rF OF CA0V F SAR DRAWN BY SAR CHECKED BY JLS/SAR APPROVED BY: SAR SCALE' AS SHOWN 8/12/16 GCITY SPECIFICATION NO. 91288 PLAN FILE NO. I LOCATION 1955LSPOOl 11 of 12 1 2 1 3 1 4 5 6 7 8 9 10 A A / CALTRANS S _-® HAMPTON INN & SUITES RAW �_r_1 s--i--Ji i __ ----� _____ --------------, i1------------------------- ---------------- zo o 2 4 )L✓I _ IN FEET ) R/W ��_� ---- �— ® \\ 1 inch = 20 ft. - 0 _ r I a I /�— 2 O 2 \ I 4 0 I R/W w �� Z-- 2_—__ / 6 I J I C z Z II J 2\ �''1 R/W —j3 I MARCIE'S DINER a I EXISTING CITY STREET I r a U_ \ III I I LIGHT PULL BOX I EXISTING 2 -IN (STREET LIGHTING) _ U AND 3/4 -IN (IRRIGATION CONTROL) �j y CY W CONDUITS ROSE GARDEN INN �I Q w EXISTING CITY STREET C O D LIGHT PULL BOX Z D W J J v LEGEND NOTES P/L PROPERTY LINE Q1 INSTALL PATH LIGHT PER CITY OF SAN LUIS OBISPO STANDARD 7905, H=18' SINGLE ARM. E NEW TRENCH PAVINGE R/W RIGHT—OF—WAY PROPOSED 18' PATH LIGHT PER 02 INSTALL 2" ELECTRICAL CONDUIT AND 10 GAUGE 11 r G ww Exist AC width varies 12" MAX CONDUIT O.D. CITY STANDARD 7905 CONDUCTORS PER CITY OF SAN LUIS OBISPO & PAVEMENT ESTANDARD +2" EA. SIDE --- STREET LIGHT CONDUIT 7520. Q CONNECT TO SECONDARY POWER AT EXISTING QROFESS/ON STREET LIGHT PULL BOX. CONTRACTOR TO Zc COORDINATE WITH CITY. h ) 6" AC ® INSTALL 3/4" ELECTRICAL CONDUIT AND 14 GAUGE CONDUCTORS PER CITY OF SAN LUIS OBISPO NO. 70341 J b TRACKER 24 STANDARD 8520 IN PARKWAY. SrgrF CIVIL OF'AL\F F m `" TAPE OS CONNECT TO SECONDARY POWER AT EXISTING F Approved TRACKER IRRIGATION CONTROL BOX. CONTRACTOR TO W W 10" WIRE COORDINATE WITH CITY. DESIGNED BY SMH DRAWN BY PIPE © APPROXIMATE LOCATION OF IRRIGATION F 2" MIN EDDING CONTROLLER; SEE IRRIGATION PLANS. SMH CHECKED BY JLS APPROVED BY: JLs SUBGRADE IPE MIN 2" CLEARANCE FROM CONDUIT SCALE O.D. (TYP EACH SIDE) 1"=20' DATE. 8/12/16 TRENCH DETAIL G SEE CITY STANDARDS 6020, 6025, & G CITY SPECIFICATION NO 91288 6035 FOR ALL OTHER INFORMATION PLAN FILE NO. I LOCATION 1955EO01 SHEET NO. 12 of 12 1 2 3 4 5 6 7 8 9 10 '; 10.9.25011', Co111n\PRJ\1955\1955EOO1.Ava B11H 01610:51:12 AM