vta L-6 CONSTRUCTION CALLOUT SCHEDULE 1 BID SET 0' CONSTRUCTION CALLOUT PLAN

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1 ONSTRUTION ALLOUT SHEDULE ONRETE PAVING. OLOR SHALL BE NATURAL GRAY WITH MEDIUM BROOM FINISH. SEE DETAIL A, SHEET L-0. a ONRETE PAVING. OLOR SHALL BE NATURAL GRAY WITH MEDIUM SANDBLAST FINISH. SEE DETAIL A, SHEET L-0. ONRETE SORE LINES. SEE DETAIL A, SHEET L-0. a ONRETE EXPANSION JOINTS. SEE DETAIL A, SHEET L-0. STAMPED ONRETE. OLOR TO BE L.M. SOFIELD HROMIX ADMIXTURE #00 BROWNSTONE. PATTERN TO BE: LITHOTEX PAVERRAFT, PINE INTERLOKING K. AVAILABLE THROUGH L.M. SOFIELD. SEE DETAIL B, SHEET L-0. OLORED ONRETE PAVING WITH EXPOSED AGGREGATE FINISH. OLOR SHALL BE DENIM BLUE OLOR HARDENER BY L.M. SOFIELD (00) ONRETE SHALL BE TOP SEEDED WHILE IN PLASTI STATE WITH MIA FLAKES. MIA SHALL BE EXPOSED USING A LIGHT REVEAL. ONTRATOR SHALL REATE A SAMPLE ON SITE FOR LANDSAPE ARHITET'S APPROVAL PRIOR TO INSTALLING ONRETE. SEE DETAIL A, SHEET L-0. opyright 0 vandertoolen Associates.. I. OMPASS ROSE PAVING PATTERN WITH NORTH POINT ALIGNED WITH TRUE NORTH. SEE DETAIL D, SHEET L-. OLORED ASPHALT PAVING WITH SORING STREETPRINT BY INTEGRATED PAVING ONEPTS, IN. (00)-. OLOR SHALL BE SANDSTONE. SEE DETAIL, SHEET L-0 () 0'-" INNER RADIUS STANDARD IRULAR -YF BENH WITH EMBEDMENT FOOTING IN BROWNSTONE. AVAILABLE THROUGH SITERAFT (00)-00. OVERALL INSIDE LENGTH SHALL BE ' MADE UP OF BENHES OF EQUAL LENGTH. FINISH SHALL BE REDWOOD. SEE DETAIL E, SHEET L-0. () 0'-" INNER RADIUS STANDARD IRULAR -YF BENH WITH EMBEDMENT FOOTING IN BROWNSTONE. AVAILABLE THROUGH SITERAFT (00)-00. OVERALL INSIDE LENGTH SHALL BE ' MADE UP OF BENHES OF EQUAL LENGTH. FINISH SHALL BE REDWOOD. SEE DETAIL E, SHEET L-0. RT-P GALLON LITTER AND REYLE REEPTALE. AVAILABLE THROUGH SITERAFT. FINISH SHALL BE REDWOOD WITH BROWNSTONE METAL TOP OPENING AND EMBEDMENT FOOTING. SEE DETAIL F, SHEET L-0. N. vandertoolen 0 " ONRETE SPHERE BOLLARD, AVAILABLE THROUGH QUIK RETE PRODUTS ORP. ONTAT JOSE GUTIERREZ ()-0. OLOR SHALL BE NATURAL, FINISH TO BE T- LIGHT SAND BLAST. INSTALL PER MANUFATURER'S SPEIFIATIONS. Associates FIELDSTONE LANDSAPE BOULDERS '-' DIAMETER. AVAILABLE THROUGH TRI OUNTY LANDSAPE SUPPLY ()-0. SEE DETAIL I, SHEET L-0. Bordeaux Way, Suite 0 Napa, A. I. K Street, Suite Sacramento, A tel:..000 fax:..0 tel: 0.. fax: 0.. EARTHEN BERM. REFER SHEET L- FOR GRADING INFORMATION. N. " SAND FENE. OLOR TO BE: NATURAL (SFN0). AVAILABLE THROUGH DISOUNT FENE SUPPLY, IN OR EQUAL. (00)-. INSTALL PER MANUFATURER'S SPEIFIATIONS. LIGHT STANDARD WITH BANNERS BY YLONE LIGHTING (0)-00 INSTALL PER MANUFATURER'S SPEIFIATIONS. BANNER PER SHEA PROPERTIES. INSTALL PER MANUFATURER'S SPEIFIATIONS. LUMINAIRE: NP-GP-RT-S-00HPSS-QT HX-HPF/0-EQ-GN0-RAL00TX. BRAKET: P--T0-RAL00TX-PT. POLE: PS-'"-SA-BD-RAL00TX-GALV BOLLARD LIGHT BY YLONE LIGHTING (0)-00. MODEL #: BM0--LAP-0HPS-QT/0-S-RAL00TX. INSTALL PER MANUFATURER'S SPEIFIATIONS TRASH ENLOSURE PER ARHITET'S S. ING AREA, TYP. ASPHALT PAVING PER IVIL ENGINEER' S S. " ONRETE URB PER IVIL ENGINEER'S DRAWINGS. 0 ROLLED URB WITH TRUNATED DOMES PER IVIL ENGINEER'S DRAWINGS. TRUNATED DOMES. PER IVIL ENGINEER'S DRAWINGS.. I. ONRETE STEPS WITH HANDRAIL. SEE DETAIL G, SHEET L-0. N. " ONRETE URB. OLOR SHALL BE NATURAL GRAY WITH MEDIUM BROOM FINISH. SEE DETAIL H SHEET L-0. DRAINAGE BLANKET PER IVIL ENGINEER'S DRAWINGS. SAN FRANISO BOLLARD AVAILABLE THROUGH URBAN AESSORIES ()-0. OLOR TO BE BLAK. INSTALL PER MANUFATURER'S SPEIFIATIONS. BID SET 0' 0' SALE: " = 0'-0" 0' 0' REFER TO SHEET L- FOR GENERAL ONSTRUTION NOTES. REFER TO SHEET L-0 FOR ONSTRUTION DETAILS. ONSTRUTION ALLOUT L-

2 a a 0 ONSTRUTION ALLOUT SHEDULE ONRETE PAVING. OLOR SHALL BE NATURAL GRAY WITH MEDIUM BROOM FINISH. SEE DETAIL A, SHEET L-0. ONRETE PAVING. OLOR SHALL BE NATURAL GRAY WITH MEDIUM SANDBLAST FINISH. SEE DETAIL A, SHEET L-0. ONRETE SORE LINES. SEE DETAIL A, SHEET L-0. ONRETE EXPANSION JOINTS. SEE DETAIL A, SHEET L-0. STAMPED ONRETE. OLOR TO BE L.M. SOFIELD HROMIX ADMIXTURE #00 BROWNSTONE. PATTERN TO BE: LITHOTEX PAVERRAFT, PINE INTERLOKING K. AVAILABLE THROUGH L.M. SOFIELD. SEE DETAIL B, SHEET L-0. OLORED ONRETE PAVING WITH EXPOSED AGGREGATE FINISH. OLOR SHALL BE DENIM BLUE OLOR HARDENER BY L.M. SOFIELD (00) ONRETE SHALL BE TOP SEEDED WHILE IN PLASTI STATE WITH MIA FLAKES. MIA SHALL BE EXPOSED USING A LIGHT REVEAL. ONTRATOR SHALL REATE A SAMPLE ON SITE FOR LANDSAPE ARHITET'S APPROVAL PRIOR TO INSTALLING ONRETE. SEE DETAIL A, SHEET L-0. OMPASS ROSE PAVING PATTERN WITH NORTH POINT ALIGNED WITH TRUE NORTH. SEE DETAIL D, SHEET L-. OLORED ASPHALT PAVING WITH SORING STREETPRINT BY INTEGRATED PAVING ONEPTS, IN. (00)-. OLOR SHALL BE SANDSTONE. SEE DETAIL, SHEET L-0 () 0'-" INNER RADIUS STANDARD IRULAR -YF BENH WITH EMBEDMENT FOOTING IN BROWNSTONE. AVAILABLE THROUGH SITERAFT (00)-00. OVERALL INSIDE LENGTH SHALL BE ' MADE UP OF BENHES OF EQUAL LENGTH. FINISH SHALL BE REDWOOD. SEE DETAIL E, SHEET L-0. () 0'-" INNER RADIUS STANDARD IRULAR -YF BENH WITH EMBEDMENT FOOTING IN BROWNSTONE. AVAILABLE THROUGH SITERAFT (00)-00. OVERALL INSIDE LENGTH SHALL BE ' MADE UP OF BENHES OF EQUAL LENGTH. FINISH SHALL BE REDWOOD. SEE DETAIL E, SHEET L-0. RT-P GALLON LITTER AND REYLE REEPTALE. AVAILABLE THROUGH SITERAFT. FINISH SHALL BE REDWOOD WITH BROWNSTONE METAL TOP OPENING AND EMBEDMENT FOOTING. SEE DETAIL F, SHEET L-0. " ONRETE SPHERE BOLLARD, AVAILABLE THROUGH QUIK RETE PRODUTS ORP. ONTAT JOSE GUTIERREZ ()-0. OLOR SHALL BE NATURAL, FINISH TO BE T- LIGHT SAND BLAST. INSTALL PER MANUFATURER'S SPEIFIATIONS. opyright 0 vandertoolen Associates. FIELDSTONE LANDSAPE BOULDERS '-' DIAMETER. AVAILABLE THROUGH TRI OUNTY LANDSAPE SUPPLY ()-0. SEE DETAIL I, SHEET L-0. EARTHEN BERM. REFER SHEET L- FOR GRADING INFORMATION. " SAND FENE. OLOR TO BE: NATURAL (SFN0). AVAILABLE THROUGH DISOUNT FENE SUPPLY, IN OR EQUAL. (00)-. INSTALL PER MANUFATURER'S SPEIFIATIONS. Bordeaux Way, Suite 0 Napa, A tel: 0.. fax: 0.. K Street, Suite Sacramento, A tel:..000 fax:..0 LIGHT STANDARD WITH BANNERS BY YLONE LIGHTING (0)-00 INSTALL PER MANUFATURER'S SPEIFIATIONS. BANNER PER SHEA PROPERTIES. INSTALL PER MANUFATURER'S SPEIFIATIONS. LUMINAIRE: NP-GP-RT-S-00HPSS-QT HX-HPF/0-EQ-GN0-RAL00TX. BRAKET: P--T0-RAL00TX-PT. POLE: PS-'"-SA-BD-RAL00TX-GALV BOLLARD LIGHT BY YLONE LIGHTING (0)-00. MODEL #: BM0--LAP-0HPS-QT/0-S-RAL00TX. INSTALL PER MANUFATURER'S SPEIFIATIONS TRASH ENLOSURE PER ARHITET'S S. ING AREA, TYP. ASPHALT PAVING PER IVIL ENGINEER' S S. " ONRETE URB PER IVIL ENGINEER'S DRAWINGS. 0 ROLLED URB WITH TRUNATED DOMES PER IVIL ENGINEER'S DRAWINGS. TRUNATED DOMES. PER IVIL ENGINEER'S DRAWINGS. ONRETE STEPS WITH HANDRAIL. SEE DETAIL G, SHEET L-0. " ONRETE URB. OLOR SHALL BE NATURAL GRAY WITH MEDIUM BROOM FINISH. SEE DETAIL H SHEET L-0. DRAINAGE BLANKET PER IVIL ENGINEER'S DRAWINGS. SAN FRANISO BOLLARD AVAILABLE THROUGH URBAN AESSORIES ()-0. OLOR TO BE BLAK. INSTALL PER MANUFATURER'S SPEIFIATIONS. ONSTRUTION ALLOUT 0' 0' 0' 0' BID SET SALE: " = 0'-0" REFER TO SHEET L- FOR GENERAL ONSTRUTION NOTES. REFER TO SHEET L-0 FOR ONSTRUTION DETAILS. L-

3 IRRIGATION EQUIPMENT LEGEND SYMBOL DESRIPTION MODEL MANUF. PER MWD PER MWD APPROVED MARINA OAST WATER DISTRIT WATER METER FEBO YA (") REDUED PRESSURE BAKF PREVENTION DEVIE ON ONRETE PAD WITH WYE STRAINER. GUARDSHAK GS- (ENLOSURE) FG- (FROST BLANKET) POWDEROAT STEEL ENLOSURE, OLOR: BLAK AND FROST PROTETION BLANKET, OLOR: BLAK. BADGER METER 00 SERIES IR-0P (") (F SENSOR) SUPERIOR 00 SERIES (") (MASTER VALVE) ESP-LXD-M0 LXMM-PED; ETM-LXM FD-XTURF:0 TO 0 (FIELD DEODER) LSP-TURF (LINE SURGE PROTETION) RSD-Ex (RAIN SENSOR) PEB SERIES W/ 'KBI' WLT & PRS DIAL XZ-00-BFF W/ 'KBI' WLT-000 WIRE 0 STATION EXPANDABLE -WIRE DEODER REMOTE ONTROL AUTOMATI IRRIGATION ONTROLLER WITH RAIN SENSOR, ET MANAGER (FOR DAILY WEATHER-BASED IRRIGATION ADJUSTMENTS), AND V BAK-UP BATTERY. INSTALL IN A POWERDEROAT PEDESTAL ENLOSURE ON ONRETE PAD. INSTALL LINE SURGE PROTETION EVERY 00' MAX OR VALVES. REMOTE ONTROL VALVE IN VALVE BOX, SIZE PER. INSTALL WITH SAME SIZE MANUAL BALL VALVE. LOATE IN ING AREAS AND AS SHOWN PER DETAIL. QUIK OUPLER VALVE W/ PURPLE NON-POTABLE LOKING OVER IN VALVE BOX. PROVIDE MINIMUM TWO () KEYS PER SYSTEM. LOATE AT MINIMUM DISTANE AS SHOWN ON. ISOLATION GATE VALVE WITH PURPLE NON-POTABLE ID TAG, SAME SIZE AS MAINLINE. T- ("- ") PV IRRIGATION MAINLINE, ROUTE AS SHOWN ON. MAINLINE SIZE " OR AS INDIATED PER INSTALLED AT A DEPTH OF " WITH PURPLE WARNING TAPE. ALL HANGE OF DIRETIONS SHALL HAVE THRUST BLOKS OR BE MEHANIALLY RESTRAINED. INSTALL IN NEAREST ING AREA. LASS PURPLE (") APPROVED IRRIGATION F SENSOR & MASTER VALVE ASSEMBLY IN VALVE BOX DOWNSTREAM OF BAKF DEVIE. RUN F SENSOR ABLE IN " PV ONDUIT TO IRRIGATION ONTROLLER. REMOTE ONTROL 'DRIP' VALVE W/ 00-MESH SREEN, FILTER, & PRESSURE REGULATOR IN VALVE BOX. INSTALL WITH SAME SIZE MANUAL BALL VALVE. -NP NIBO opyright 0 vandertoolen Associates. IRRIGATION MAINLINE / LATERAL PIPE AND WIRE SLEEVES. LOATE UNDER ALL PAVING, WALKS, AND WALLS AS SHOWN ON. PIPE SLEEVE SIZE TO BE MINIMUM TWIE THE PIPE BEING SLEEVED; WIRE SLEEVE TO BE MINIMUM " SIZE AND SEPARATE FROM MAINLINE PIPE SLEEVE. ALL SLEEVES SHALL EXTEND A MINIMUM " BEYOND EDGE OF PAVING. APPROVED SH. 0 PURPLE APPROVED LASS 00 PURPLE IRRIGATION LATERAL LINE, SIZE PER. LATERAL PIPE DOWNSTREAM OF " PIPE TO BE MINIMUM /" SIZE. INSTALL AT A DEPTH OF " vandertoolen Bordeaux Way, Suite 0 Napa, A Associates K Street, Suite Sacramento, A tel: 0.. fax: 0.. LATERAL PIPE SIZING HART tel:..000 fax:..0 IRRIGATION POINT OF ONNETION (PO) 'B' - G.P.M = /" PIPE - G.P.M. = " PIPE -0 G.P.M. = /" PIPE -0 G.P.M. = /" PIPE -0 G.P.M. = " PIPE PIPE SIZE SHALL BE NO LESS THAN /" SIZE; WATER POINT OF ONNETION: " SERVIE LINE AND " WATER METER PROVIDED BY OTHERS. REFER TO IVIL ENGINEER'S S FOR OORDINATION OF SIZES AND LOATIONS. IRRIGATION DESIGN IS BASED ON A MINIMUM STATI WATER PRESSURE OF P.S.I. AT THE POINT OF ONNETION. INDIVIDUAL IRRIGATION STATIONS ARE DESIGNED WITH A MAXIMUM F RATE OF 0 G.P.M. PER VALVE AT A MINIMUM 0 PSI AT THE VALVE. THE ENTIRE IRRIGATION SYSTEM IS DESIGNED FOR A MAXIMUM F RATE OF 0 G.P.M WITH TWO () VALVES RUNNING ONURRENTLY. ELETRIAL POINT OF ONNETION: 0 VOLT POWER FOR IRRIGATION ONTROLLER PROVIDED BY OTHERS. ONTROLLER X" 0' VERIFY THE AURAY OF ALL INFORMATION IN THE FIELD PRIOR TO BEGINNING ANY WORK. NOTIFY OWNER AND LANDSAPE ARHITET OF ANY DISREPANIES. 0' 0' SHRUB IRRIGATION 0' SALE: " = 0'-0" REFER TO SHEET L- FOR GENERAL IRRIGATION NOTES. REFER TO SHEET L- FOR IRRIGATION EQUIPMENT LEGEND. REFER TO SHEET L- FOR IRRIGATION WATER USE ALS. REFER TO SHEETS L- TO L- FOR IRRIGATION DETAILS. L-

4 ONTROLLER X" LATERAL PIPE SIZING HART - G.P.M = /" PIPE - G.P.M. = " PIPE -0 G.P.M. = /" PIPE -0 G.P.M. = /" PIPE -0 G.P.M. = " PIPE PIPE SIZE SHALL BE NO LESS THAN /" SIZE; IRRIGATION DESIGN NOTE: THE IRRIGATION IS DIAGRAMMATI.... THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A FUTURE ONNETION TO A REYLED WATER SOURE. A TEMPORARY POTABLE POINT-OF-ONNETION HAS BEEN PROVIDED. ALL IRRIGATION MAINLINE AND LATERAL LINE SHOWN IN THE PAVING IS FOR GRAPHI LARITY ONLY. THE IRRIGATION MAINLINE AND LATERAL LINE SHALL BE INSTALLED IN THE ING AREAS EXEPT WHERE SHOWN UNDER PAVING WITH APPROPRIATE SLEEVING. TABLE WATER USE FATOR (PF) AREA (HA) IRRIGATION EFFIIENY (IE) ADJUSTED AREA PF X HA/IE (SQ. FT.) opyright 0 vandertoolen Associates MEDUIM MEDIUM SUM TOTAL IRRIGATION HEAD LEGEND Bordeaux Way, Suite 0 Napa, A tel: 0.. fax: 0.. K Street, Suite Sacramento, A tel:..000 fax:..0 MAXIMUM APPLIED WATER ALANE THE MAXIMUM APPLIED WATER ALANE (MAWA) IN YEAR IS BASED ON THE FOLING FORMULA: MAWA = (ETo) (0.) [(0. x LA) + (0. X SLA) 0. = ET ADJUSTMENT FATOR LA = TOTAL LANDSAPE AREA (SQUARE FEET) 0. = ONVERSION FATOR (TO GALLONS/SQUARE FOOT) SLA = SPEIAL LANDSAPE AREA (SQUARE FEET) 0. = ET ADJUSTMENT FATOR FOR SLA MAWA PROJET VALVUES ETo =.0 LA =, SQUARE FEET MAWA =.0 x 0. [(0. x,) + (0. X 0) MAWA =, GALLONS/YEAR WATER USE ALULATIONS MAWA VS. ETWU : ETWU = < MAWA =, ESTIMATED TOTAL WATER USE THE ESTIMATED TOAL WATER USE (ETWU) IS THE SUM TOTAL OF ESTIMATED WATER USE FOR EAH IN GALLONS PER YEAR AND IS BASED ON THE FOLING FORMULA: ETWU = (ETo) (0.) [(PF X HA/IE) + SLA) PF = FATOR (HIGHEST) HA = AREA (SQUARE FEET) SLA = SPEIAL LANDSAPE AREA (SQUARE FEET) 0. = ONVERSION FATOR (TO GALLONS/SQUARE FOOT) IE = IRRIGATION EFFIIENY ETWU PROJET VALUES ETo =.0 PF = REFER TO TABLE HA = REFER TO TABLE IE = REFER TO TABLE ETWU =.0 x 0. ( + 0) ETWU = GALLONS/YEAR F.. NOZZLE / SYMBOL / G.P.M. TQ TT H T AV FV Q ' 0' 0' 0' SALE: " = 0'-0" MANUF. XFS MODEL DESRIPTION PSI RAD PROS--PRS0-V " POP-UP SHRUB MULTI- STREAM MP ROTATOR W/ 0 MP000-0 PROS--PRS0-V MP000- PROS--PRS0-V MP000-0 PROS--PRS0-V MP000- PROS--PRS0-V MP000- PROS--PRS0-V MP(L&R)S AND MPSS0 RWS-BG-0 W/ RWS-GRATE-P HEK VALVE KBI K-000-S AIR RELIEF VALVE ARVALVEKIT OP. INDIATOR XP-00X, HE VAN +XBFONN+" /" XQ TUBING FLUSH VALVE MDFAP+ MDFOUP " POP-UP SHRUB MULTI- STREAM MP ROTATOR W/ 0 " POP-UP SHRUB MULTI- STREAM MP ROTATOR W/ 0 " POP-UP SHRUB MULTI- STREAM MP ROTATOR W/ 0 " POP-UP SHRUB MULTI- STREAM MP ROTATOR W/ 0 " POP-UP SHRUB MULTI- STREAM MP ROTATOR STRIP W/ ROOT WATERING SYSTEM UNITS WITH PURPLE GRATE; TWO AT EAH TREE PER DETAIL /" SUB-SURFAE DRIPLINE WITH OPPER SHIELD TEHNOLOGY AND PRESSURE OMPENSATING EMITTERS SPAED " ON ENTER ON 00' OIL. SPAE DRIPLINES " ON ENTER PARALLEL WITH SLOPE. INSTALL ONE () AIR/VAUUM RELIEF VALVE IN BOX AT HIGHEST POINT OF SYSTEM. INSTALL FLUSH VALVE IN BOX WITH OPERATION INDIATOR AT EST POINT OF SYSTEM. INSTALL INLINE HEK VALVE PER MANUFATURER'S REOMMENDATIONS. INSTALL PER DETAILS REFER TO SHEET L- FOR GENERAL IRRIGATION NOTES. REFER TO SHEET L- FOR IRRIGATION EQUIPMENT LEGEND. REFER TO SHEETS L- TO L- FOR IRRIGATION DETAILS ' ' 0' ' ' 'X' 'X0' SHRUB IRRIGATION L-

5 ONTROLLER X" LATERAL PIPE SIZING HART opyright 0 vandertoolen Associates. - G.P.M = /" PIPE - G.P.M. = " PIPE -0 G.P.M. = /" PIPE -0 G.P.M. = /" PIPE -0 G.P.M. = " PIPE PIPE SIZE SHALL BE NO LESS THAN /" SIZE; TABLE IRRIGATION POINT OF ONNETION (PO) 'B' WATER USE FATOR (PF) AREA (HA) IRRIGATION EFFIIENY (IE) ADJUSTED AREA PF X HA/IE (SQ. FT.) MEDUIM MEDIUM SUM TOTAL vandertoolen Bordeaux Way, Suite 0 Napa, A Associates K Street, Suite Sacramento, A tel: 0.. fax: 0.. tel:..000 fax:..0 WATER POINT OF ONNETION: " SERVIE LINE AND " WATER METER PROVIDED BY OTHERS. REFER TO IVIL ENGINEER'S S FOR OORDINATION OF SIZES AND LOATIONS. IRRIGATION DESIGN IS BASED ON A MINIMUM STATI WATER PRESSURE OF P.S.I. AT THE POINT OF ONNETION. INDIVIDUAL IRRIGATION STATIONS ARE DESIGNED WITH A MAXIMUM F RATE OF 0 G.P.M. PER VALVE AT A MINIMUM 0 PSI AT THE VALVE. THE ENTIRE IRRIGATION SYSTEM IS DESIGNED FOR A MAXIMUM F RATE OF 0 G.P.M WITH TWO () VALVES RUNNING ONURRENTLY. ELETRIAL POINT OF ONNETION: 0 VOLT POWER FOR IRRIGATION ONTROLLER PROVIDED BY OTHERS. VERIFY THE AURAY OF ALL INFORMATION IN THE FIELD PRIOR TO BEGINNING ANY WORK. NOTIFY OWNER AND LANDSAPE ARHITET OF ANY DISREPANIES. IRRIGATION DESIGN NOTE:. THE IRRIGATION IS DIAGRAMMATI.. THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A FUTURE ONNETION TO A REYLED WATER SOURE. A TEMPORARY POTABLE POINT-OF-ONNETION HAS BEEN PROVIDED.. ALL IRRIGATION MAINLINE AND LATERAL LINE SHOWN IN THE PAVING IS FOR GRAPHI LARITY ONLY. THE IRRIGATION MAINLINE AND LATERAL LINE SHALL BE INSTALLED IN THE ING AREAS EXEPT WHERE SHOWN UNDER PAVING WITH APPROPRIATE SLEEVING. TREE IRRIGATION 0' 0' 0' 0' SALE: " = 0'-0" REFER TO SHEET L- FOR GENERAL IRRIGATION NOTES. REFER TO SHEET L- FOR IRRIGATION EQUIPMENT LEGEND. REFER TO SHEET L- FOR IRRIGATION WATER USE ALS. REFER TO SHEETS L- TO L- FOR IRRIGATION DETAILS. L-

6 ONTROLLER X" LATERAL PIPE SIZING HART - G.P.M = /" PIPE - G.P.M. = " PIPE -0 G.P.M. = /" PIPE -0 G.P.M. = /" PIPE -0 G.P.M. = " PIPE PIPE SIZE SHALL BE NO LESS THAN /" SIZE; IRRIGATION DESIGN NOTE:... THE IRRIGATION IS DIAGRAMMATI. THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A FUTURE ONNETION TO A REYLED WATER SOURE. A TEMPORARY POTABLE POINT-OF-ONNETION HAS BEEN PROVIDED. ALL IRRIGATION MAINLINE AND LATERAL LINE SHOWN IN THE PAVING IS FOR GRAPHI LARITY ONLY. THE IRRIGATION MAINLINE AND LATERAL LINE SHALL BE INSTALLED IN THE ING AREAS EXEPT WHERE SHOWN UNDER PAVING WITH APPROPRIATE SLEEVING. TABLE opyright 0 vandertoolen Associates. WATER USE FATOR (PF) AREA (HA) IRRIGATION EFFIIENY (IE) ADJUSTED AREA PF X HA/IE (SQ. FT.) MEDUIM MEDIUM SUM TOTAL MAXIMUM APPLIED WATER ALANE WATER USE ALULATIONS ESTIMATED TOTAL WATER USE Bordeaux Way, Suite 0 Napa, A tel: 0.. fax: 0.. K Street, Suite Sacramento, A tel:..000 fax:..0 THE MAXIMUM APPLIED WATER ALANE (MAWA) IN YEAR IS BASED ON THE FOLING FORMULA: MAWA = (ETo) (0.) [(0. x LA) + (0. X SLA) 0. = ET ADJUSTMENT FATOR LA = TOTAL LANDSAPE AREA (SQUARE FEET) 0. = ONVERSION FATOR (TO GALLONS/SQUARE FOOT) SLA = SPEIAL LANDSAPE AREA (SQUARE FEET) 0. = ET ADJUSTMENT FATOR FOR SLA MAWA PROJET VALVUES ETo =.0 LA =, SQUARE FEET MAWA =.0 x 0. [(0. x,) + (0. X 0) MAWA =, GALLONS/YEAR THE ESTIMATED TOAL WATER USE (ETWU) IS THE SUM TOTAL OF ESTIMATED WATER USE FOR EAH IN GALLONS PER YEAR AND IS BASED ON THE FOLING FORMULA: ETWU = (ETo) (0.) [(PF X HA/IE) + SLA) PF = FATOR (HIGHEST) HA = AREA (SQUARE FEET) SLA = SPEIAL LANDSAPE AREA (SQUARE FEET) 0. = ONVERSION FATOR (TO GALLONS/SQUARE FOOT) IE = IRRIGATION EFFIIENY ETWU PROJET VALUES ETo =.0 PF = REFER TO TABLE HA = REFER TO TABLE IE = REFER TO TABLE ETWU =.0 x 0. ( + 0) ETWU = GALLONS/YEAR MAWA VS. ETWU : ETWU = < MAWA =, TREE IRRIGATION 0' 0' 0' 0' SALE: " = 0'-0" REFER TO SHEET L- FOR GENERAL IRRIGATION NOTES. REFER TO SHEET L- FOR IRRIGATION EQUIPMENT LEGEND. REFER TO SHEETS L- TO L- FOR IRRIGATION DETAILS. L-

7 A ONRETE PAVING SALE: -/" = '-0" ONRETE PAVING. SEE ONSTRUTION ALLOUT, SHEET L-, FOR OLOR AND FINISH. LASS II AGGREGATE BASE, OMPATION, & THIKNESS PER SOIL'S REPORT REOMMENDATION. REINFORING PER SOIL'S REPORT REOMMENDATION. /" TOOLED RADIUS. OMPATED SUBGRADE OR ENGINEERED FILL. /" WIDE X /" DEEP TOOLED ONTROL JOINT (SEE S). /" WIDE FIBER FILLED EXPANSION JOINT W/ POLYSULFIDE SEALANT. SEALANT OLOR TO MATH ADJAENT PAVING. PROVIDE AT 0' O.. MAX. FINISH GRADE. " BE TOP OF PAVING FOR ING AREA AND " BE TOP OF PAVING FOR TURF. THIKENED EDGE AT ING AREA B ONRETE (% FLY ASH) PAVING WITH ' X " BY 0/0 WWM PLAED MIDPOINT IN SLAB. SEE ONSTRUTION ALLOUT, SHEET L-, FOR FINISH & TEXTURE. " LONG # EXPANSION JOINTS. /" TOOLED RADIUS. LASS II AGGREGATE SUB BASE, 00% REYLED ONRETE, GLASS OR ASPHALT. OMPATION AND THIKNESS PER SOILS ENGINEER'S REOMMENDATIONS. OMPATED SUBGRADE OR ENGINEERED FILL. 0 STAMPED ONRETE PAVING SALE: -/" = '-0" SEE ONSTRUTION ALLOUT, SHEET L-, FOR STAMPED PATTERN SPEIFIATION. /" WIDE FIBER FILLED EXPANSION JOINT - W/ POLYSULFIDE SEALANT AND FOAM BAKER ROD WHERE ONRETE ABUTTS URB AND AT 0' INTERVALS AT 0 TO THE URBS. SEALANT OLOR TO MATH ADJAENT PAVING. ONRETE URB: SEE IVIL ENG. S. " LONG # " O.. 0 THIKENED EDGE AT ING AREA. STAMPED ASPHALT PAVING SALE: -/" = '-0" STREETPRINT SORE LINE MIN. DEPTH /". SEE ONSTRUTION ALLOUT, SHEET L-, FOR PATTERN. LASS II AGGREGATE BASE, 00% REYLED ONRETE, GLASS OR ASPHALT. OMPATION, & THIKNESS PER SOIL'S REPORT REOMMENDATION. " THIK STREETPRINT STAMPED ASPHALT. SEE ONSTRUTION ALLOUT, SHEET L-, FOR OLOR. OMPATED SUBGRADE OR ENGINEERED FILL. NOTE: * STREETPRINT PAVING TO BE INSTALLED BY A LIENSED STREETPRINT ONTRATOR. TO ONTAT A LOAL REPRESENTATIVE, ALL --. BID SET D OMPASS ROSE SALE: " = ' - 0" OLORED ONRETE - A- MUTED GREEN OLOR HARDENER. OLORED ONRETE - 00 BURGUNDY MAUVE OLOR HARDENER. OLORED ONRETE - -S DENIM BLUE OLOR HARDENER. NATURAL GREY ONRETE WITH MEDIUM BROOM FINISH. NOTES: - OLOR HARDERNER BY L.M. SOFIELD (00) OLORED ONRETE SHALL BE TOP SEEDED WHILE IN PLASTI STATE WITH MIA FLAKES. MIA SHALL BE EXPOSED USING A LIGHT REVEAL. ONTRATOR SHALL REATE A SAMPLE ON SITE FOR LANDSAPE ARHITET'S APPROVAL PRIOR TO INSTALLING ONRETE. SEE DETAIL A, THIS SHEET. E BENH FOOTING SALE: " = '-0" BENH POST EMBEDMENT OMPATED LASS II AGGREGATE BASE, 00% REYLED ONRETE, GLASS OR ASPHALT. OMPATION AND DEPTH PER SOILS ENGINEER ONRETE (% FLY ASH) FOOTING - DIAMETER PER MANUFATURER. F ONRETE FOOTING. OMPATED SUBGRADE OR ENGINEERED FILL. AGGREGATE BASE. OMPATION AND DEPTH PER STRUTURAL ENGINEER'S DRAWINGS. '-" SQUARE LITTER ONTAINER EMBEDMENT SALE: " = ' - 0" LITTER ONTAINER. SEE ONSTRUTION ALLOUT, SHEET L-, FOR SPEIFIATION. FINISH SURFAE. SEE ONSTRUTION ALLOUT, SHEET L- FOR SPEIFIATION. IN-GROUND LEG MOUNTING. PROVIDED BY MANUFATURER. opyright 0 vandertoolen Associates. Bordeaux Way, Suite 0 Napa, A tel: 0.. fax: 0.. K Street, Suite Sacramento, A tel:..000 fax:..0 # NOSING BAR ONT. 0 ONRETE STEPS. OLOR AND FINISH TO MATH ADJAENT PAVING. # " O.. MAX., " FROM EAH SIDE OF STEP. EXPANSION JOINT AT TOP AND BOTTOM OF STEPS. OMPATED SUBGRADE OR ENGINEERED FILL. # " O.. # " O.. (FIRST BAR " FROM R=" EDGE OF STEP.) '-" -/" THIKEN ONRETE TO SUPPORT POSTS. R=/" LASS II AGGREGATE SUBBASE, THIKNESS AND OMPATION PER PER SOIL'S REPORT REOMMENDATION. -/" O.D. STEEL RAIL AND POSTS. " X " AN FORM POUR ROK SOLID. G ONRETE STEPS WITH HANDRAIL SALE:/" = '-0" '-0" '-0" '-0" R=" 0 H " ONRETE URB SALE: -/ = '-0" FINISH GRADE ONRETE PAVING PER DETAIL A, THIS SHEET. # HORIZ. BAR ONTINUOUS MIN. " OVERLAP AT SPLIES /" RADIUS ONRETE (% FLY ASH) URB OMPATED SUBGRADE OR ENGINEERED FILL. OMPATED LASS II AGGREGATE BASE, 00% REYLED ONRETE, GLASS OR ASPHALT. OMPATION AND DEPTH PER SOIL'S ENGINEER. NOTES: PROVIDE DEEP SORELINES AT 0' O.. AND FULL DEPTH EXPANSION JOINT AT 0' O.. NOTES:. ALL SPEIMEN BOULDERS SHALL BE SELETED & LOATED UNDER THE OBSERVATION OF THE LANDSAPE ARHITET. I BOULDER INSTALLATION SALE: /" = '-0 " SPEIMEN BOULDER. SEE ONSTRUTION ALLOUT, SHEET L-, FOR SPEIFIATION. FINISH GRADE. OMPATED SUBGRADE OR ENGINEERED FILL. ADJAENT PAVING. SEE DETAIL A, THIS SHEET. ONSTRUTION DETAILS L-0