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HomeMy Public PortalAboutDale Avenue Pump Station - LandscapingW a 0 0 m DIETERICH POST REORDER NO. 103713 DALE AVENUE PUMP STATION LANDSCAPING SAN MATEO GENERAL NOTES 1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA STANDARD ' SPECIFICATIONS, 1991 ADDITION. 2 CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SITE ' CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING AND AFTER NORMAL WORKING HOURS. 3 A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN ' UNDERGROUND UTILITIES, WITHIN THE AREAS TO BE LANDSCAPED, TO A DEPTH OF FOUR FEET. THE UTILITIES WHICH ARE NOT SHOWN INCLUDE THE FOLLOWING: TELEMETRY, CATHODIC PROTECTION, AND SITE LIGHTING. CONTRACTOR SHALL OBTAIN INFORMATION REGARDING THE LOCATION OF THESE UTILITIES FROM THE PROJECT ENGINEER PRIOR TO COMMENCING WORK. FIELD VERIFY THE TYPES, EXTENT, SIZES, LOCATION, AND DEPTHS OF ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY U.S.A 48 HOURS PRIOR TO COMMENCING EXCAVATION WORK. 4 CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, FENCES, EQUIPMENT, ' AND UTILITIES AT THE PROJECT SITE. RESTORATION OF DAMAGED ITEMS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 5 ALL TRASH AND CONSTRUCTION DEBRIS SHALL BE REMOVED AND DISPOSED OF ▪ DAILY. 6 CONTRACTOR IS RESPONSIBLE TO MAINTAIN A SECURE SITE. DURING NON - ' WORK PERIODS, THE PUMPING STATION SITE SHALL BE SECURED AND LOCKED. 7 ALL TRENCHING WITHIN THE DRIP LINE OF EXISTING TREES TO REMAIN ' SHALL BE BY HAND, WITH CARE TAKEN NOT TO CUT OR DAMAGE ROOTS OVER 1" DIAMETER. 8 IRRIGATION SYSTEM DESIGN IS BASED ON 70 PSI AND 35 GPM AVAILABLE AT ' DISCHARGE OUTLET OF METER OR OTHER POINT OF CONNECTION. CONTRACTOR SHALL VERIFY SAME AND NOTIFY CITY IF SUCH DATA ADVERSELY AFFECTS THE OPERATION OF THE SYSTEM. SUCH NOTICE SHALL BE MADE IN WRITING AND PRIOR TO COMMENCING ANY IRRIGATION WORK. 9 CONTRACTOR IS RESPONSIBLE FOR EXCAVATION/LOCATION OF ALL CONNECTION ' POINTS AND EXISTING SLEEVES. 10 IRRIGATION SYSTEM FEATURES ARE SHOWN SCHEMATICALLY. ROUTE PIPING ' AROUND EXISTING UTILITIES AND EQUIPMENT AS NECESSARY, UTILIZING A MINIMUM NUMBER OF BENDS. INSTALL ALL PIPING AND VALVES IN COMMON TRENCHES WHERE FEASIBLE. 1 1. CONTRACTOR SHALL REGULARLY UPDATE A PRINT OF THE SYSTEM AND ANY CHANGES MADE TO THE SYSTEM THROUGHOUT THE PROJECT. FEATURES BELOW GROUND SHALL BE INDICATED WITH AT LEAST TWO MEASUREMENTS FROM SURFACE FEATURES SUCH AS WALKS, BUILDINGS, AND/OR WALLS AND FENCES. THE RECORD DRAWING SHALL BE COMPLETED AND SUBMITTED TO THE OWNER BEFORE PAYMENT SHALL BE MADE FOR WORK INSTALLED. EB SAN FRANCISCO BAY I"=800' BAYSHORE FRWY./U.S. 101 SCHEDULE OF DRAWINGS TITLE SHEET 2 SITE PLAN 3 LANDSCAPE DETAILS CALIFORNIA LEGEND • EXISTING TREE TO REMAIN Q 15 GAL. SIZE TREE W SHRUB MASSING -SIZE PER PLAN A VINE -SIZE PER PLAN, ATTACH TO WALL WITH MIN. OF 3 VINE TIES PER PLANT. REMOVE NURSERY STAKES. TRACHELOSPERMUM JASMINOIDES FROM I GAL. CANS a 3'-0" O.C. TRIANGULAR SPACING. FRAGARIA CHILOENSIS FROM FLATS a 9" O.C. TRIANGULAR SPACING a WOOD FENCE (NEW) ® WOOD FENCE (EXISTING) —x— CHAIN LINK FENCE (EXISTING) ---- MASONARY WALL (EXISTING) 0 MANHOLE (EXISTING) STREET LIGHT (EXISTING) IRRIGATION LEGEND KRI P SPRAY oN 4," POP-UP.: ItAlN153IRZD I&Y,-15 frig?". &itP PRA`( oN G" rot Ur: RAIKeIRl2 ISGY& -I5 E t • 001445 :izA`( OH b" P0P--UP: RAINI51 R.P I&6 -15 r, H)r'4G{,AYL AV, REP'2 Re te-2 PRt"tURE e,A K.IL.4 1 PPr-Vral0N Pr -VI Gt- FEery 645y, I}i11 SIZE,. I RRIC,ATCN GOhifROLLEIL: I RRa'(IZO1- ML- 8 #0L5NOI P GobtrRoL VALVE.: HYpRo-g441 lap rc, ce.RIbS QUICK- MLPIANG VALVE: RAINBIRP 44LCR, ("SIZE, WIT}} LOCKING VINYL COVER slano f VN VE 4IZL 30 ,,r_APO2ox. EIPM THRPU4H VALVE IRRW(110R LATERALUUP- Ci45.6fr ZAoF'VG 12"MIN.15UR.AL SIZE F't!- PLAN. —�- IRRI ToN VAMM I.INr- GL#. + 315 WG Its MIµ, r'URIAL 2" THPOLiCor oUT UNLESS OT}+ERWISE NOTED. N tisrr VALVE , LINE SIZE , KENNEDY OR EQUAL NOI t PROVIDE LISTED l RRCaATION PROI3UCTS O(z APPROVED EQUAL . RELEASED FOR CONSTN. DESCRIPTION z 0 N_ 0 )z W K z 0 rei a O O CO0a V ZE CO CLZ z Z W ' o a W wiJ a W z a h a It— cra I F - f SURVEYED BY w 0 0 0 z 0 0 m - DATE S-• ,2 - CHECKED BY SCALE - AS NOTED PROJECT NO. CASE I DRAWER 17 SET 17 SHEET I OF 3 PR1J K 115 GE(Cotl Fe•FA u171 16 GIAL. N.G. N• 3 S GAL CHAIN LINK FENCE x X MANHOLES x WOOD FENCE EXISTING GATE`= x PITI'05PcRUm TtNUIFOLIUrj N •C.N SEE ABOVE FOR LANDSCAPING a IRRIGATION WOOD FENCE EXISTING GATE —.- x —x DIETERICH POST REORDER NO. 103713 0 O 0 WATER METER EXISTING 3" PVC SLEEVE LU W Q EC - a. 6 3 CaAL PIITOSPQRUM TENUIFOLIUM N.C•N1 • kia0p HEADE-R WOOD HEADER WOOD FENCE CONCRETE WALK ASPHALT PAVEMENT WOOD FENCE 6 I2fWIOLCPIh IODILA'4P►24NGr 1E1 5 -• 114 PIA 1-ANThflN MASONARY WALL I I I I I I I I I I I 39 Rwfloltrl& 114 214A IhrR•IIJyTIME' 5444.. INDIA I�A41'HORN L SGAL. ENTRANCE GATES rArrh i apti ,U4 TRIGU'srlPArh 68'4 Ivy I I 1 I I I I I I I I I MASONARY WALL -02 I5 (tsL• PATRICIA AVE. LANDSCAPE PLAN 1 11 = 101 EXISTING WATER MAIN WOOD FENCE 0 0 2 O r. H.- 12© 10,35 LIGHT POLE SEE ABOVE FOR LANDSCAPING a IRRIGATION 2" I II 1 M.H. 2 0 M.H. CONCRETE PULL BOX `tJ MASONARY WALL CONNECT TO EXISTING 3"x 3"x 3" TEE a P12i.1I-IIJh G el rePA ' I'RA►U'hER \WAIN/I U/i' N.G.IJ. -ad—RESIDENTIAL PROPERTY -0g- x CONCRETE WALK i ASPHALT PAVEMENT • CONNECT W/EXISTING JUNCTION tr<BOX INSIDE GENERATOR ROOM PUMP STATION NO. I dr—CONCRETE DRIVE —V' J.B. PUMP STATION NO. 2 x 211 • x • 1.1/4 CHAIN LINK X x • • • FENCE x POINT OF CONNECTION WITH MAIN LINE AS SHOWN ON SITE PLAN • • • ODOR CONTROL BIOFILTER ISASPHALT PAVEMENT • • • • W Lu Q U a. WOOD FENCE MASONARY WALL • 0 0 • • • I/2° m 0 3/4" 0 3/4" • • • I l I I I I I I I 1 b • CONNECTION WITH MAIN LINE AS SHOWN ON SITE PLAN ENTRANCE GATES I.1/4" CONCRETE WALK ASPHALT PAVEMENT 1/2" WOOD FENCE 1 1/2' 1 1 1 1 MASONARY WALL PATRICIA AVE. IRRIGATION PLAN 111 = 101 • • • • EXISTING 3" PVC SLEEVE CONNECT WITH SYSTEM SHOWN BELOW — GATE .0. ---ASPHALT PAVEMENT.*" MASONARY WALL -.4I—RESIDENTIAL PROPERTY—► SITE PLAN I 11 = 201 NOTE: ALL IRRIGATION PIPING a EQUIPMENT SHOWN ON PLAN SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS INDICATED AS EXISTING. 40 5C;AL. 1Z�J'IOI.E�I6 INDIcA I I N t2IA 1+4W1'FIOKN NOTE: IRvvIDe FP Ar-Va ALAI- RHP P10 LP4n', L I't EXISTING WOOD FENCE 1 1 1 1 1 1 1 �i'IzI l 61 M GRDUND CWER, FalEATI-1 636 EXISTING BRICK/IRON FENCE EXISTING 3" PVC SLEEVE ASPHALT PAVEMENT 5 MH GATE 0000000 EXISTING CHAIN LINK FENCE IRRIGATION PLAN W CC J 0 U - CC -J 0 CC U. z RELEASED FOR CONSTN. ›- m DESCRIPTION (7)6 0 52 IT CA M \ o 0 a I K O coo Z Z dv a WW W Z coMCI ima W a ' O W a a W H a 0 SURVEYED BY 6 2 0 0 co CHECKED BY SCALE - AS NOTED PROJECT NO. CASE I DRAWER 17 SET 17 SHEET 2 OF 3 W C O m m WIND DIRECTION DIETERICH POST REORDER NO. 103713 MIN. TREE PIT DIMENSIONS: 5 GAL A=6" B=6" 15 GAL A=12" B=9" FINISH GRADE REMOVE BALL VALVE HANDLES 8 STORE AT CONTROLLER BRASS UNIONS FINISH GRADE �_IluhG,IIIII=%= % ��-111111 CONCRETE ANCHOR, 4" THICK CAST IN PLACE TREE STAKE a BRACE PLAN VIEW I x 4 BRACE: NAIL TO STAKES LODGEPOLE STAKES: MIN 2" DIA. PRE -TREAT W/COPPER NAPTHANATE FLAT RUBBER TIES: FIGURE 8 AND NAIL TO STAKE, MIN (4) PER TREE ADDITIONAL AS REQUIRED. SET TOP OF ROOTBALL 1/2" ABOVE FINISH GRADE SOIL SAUCER: REMOVE DURING INITIAL MAINTENANCE PERIOD SOIL BACKFILL: SEE SPECS. FOOT TAMP MOUND SUPPORT FOR ROOTBALL MIN 12" INTO SOLID SOIL TREE STALKING NTS =IIIII\`%/IIIIIc— t IIII(% \'IIIIYi� NW O. ^. o . 911%-.11111 SIIII% • H04D DOWN TOP OF STAKE a SCAB I/2' FROM TOP OF HEADER WOOD HEADER: 2 x 4 RO. RWD. MERCHANTABLE HEART OR BENDER BOARD LAMINATE TO 2" THICK, 45° MITERED JOINTS @ CORNERS SPLICE BOARD: I x 4 x 31-0" RWD. 0 BOTH SIDES OF JOINT �II/2IN GROUND COVER FINISH GRADE STAKES @ 51-0' O.C., 2"x 2"x 11-6" LONG, DBL. AT SPLICES; WITH 2-120 GALV. HOT DIP BOX NAILS PER STAKE WOOD HEADERBOARD NTS NOTE: FOR GROUNDCOVERt, SPACING "X", SEE PLANTING PLAN LEGEND GROUNDCOVER PLANT, TYP. BACK OF CURB OR PAVING TRIANGULAR SPACING NTS REDUCED PRESSURE BACKFLOW DEVICE, SEE PLAN FOR SIZE 8 MFG. BRASS FITTINGS (TYP.) COPPER TYPE "K" RISER (TYP.) T 6° TYP.R IIIII%=\`=01111ES111lll='/ MIME 4 O I= 'C Hill y 1111.=%/ PVC MALE ADAPTER i PVC MAIN, SEE PLAN FOR COVER NOTE: FURNISH AND INSTALL ONE PIECE BACKFLOW PREVENTER ENCLOSURE - MOUNT TO CONCRETE ANCHOR. REDUCED PRESSURE BACKFLOW PREVENTER NTS FINISH GRADE FLUSH 0IIIIESIM IIaVICI 47ELECTRIC (24V) VALVE SEE PLAN FOR MODEL a MFG ONE WHOLE BRICK AT EACH CORNER 4" LAYER OF DRAIN ROCK OR PEA GRAVEL b PVC MAINS %i.IIllIiIIIIY > ti CONCRETE OR PLASTIC BOX 8 LID, MIN. AVG. INSIDE DIMENSIONS 10" HT. x10"x15" IRRIGATION CONTROL WIRES, PROVIDE 24" OF EXCESS IN COIL* IIIII=\MilliI-VIIIII=N %IIIIg PVC LATERAL III PVC ADAPTORS USE 45° ELLS. FOR GRADE CHANGE *WIRE NUTS IN EPDXY ENVELOPES READ. FOR ALL CONN - ONE VALVE PER BOX, NO DEBRIS OR SOIL INSIDE BOX -FINISH GRADE INSIDE 8 OUTSIDE BOX AS SHOWN -ALL VALVES TO BE EQUIPPED WITH FLOW CONTROL 8 WING NUT PET COCK - BOX SHALL NOT REST UPON OR TOUCH VALVE OR LATERAL AT ANY POINT - TEFLON TAPE NOT ALLOWED - ALL THREADED FITTINGS SHALL BE PVC SCH. 40 HEAVY WALL - INSTALL VALVE IN ANGLE POSITION UNLESS OTHERWISE NOTED - ALL THREADS SHALL BE SEALED WITH LASCO BLUE PIPE THREAD SEALANT NO. 90535 SOLENOID CONTROL VALVE NTS SEE DETAILS BELOW 4 x 4 POST 2 x 4 TOP a BOTTOM RAIL 4 x 4 POSTS I z 4 PLANKS ALTERNATING SIDES FINISH GRADE SEE PLAN 11 lllll llll'4 -116 lllll CONCRETE FOOTING GRAVEL BASE STONE i r 1.3/8" 4 T 1111 o 111111 6' O.C. 3 NOTE: ALL WOOD TO BE PRESSURE TREATED REDWOOD. ALL HARDWARE TO BE GALVANIZED. 4 z 4 POSTS TO BE EVERY 6: O.C., MAXIMUM. CONSTRUCT GATE OF SAME MATERIALS AND PATTERN AS FENCE. WOOD FENCE DETAIL NTS TOENAIL DETAIL NTS 11'Ill�t�:�.'11 No -re= .ssEMe-L.:= eNTIR I)Nrr AS TRIFLE 5N'MG JOINT' 2x4 BRACING GATE STOP a HASP LATCH 4 x4 POST I x 4 PLANKS HINGE WITH WOOD SPACER ))%/ =)!fl GATE DETAIL NTS 5YKAY HEAD FINISH ;agape T2F SOIL LAYER NIFPL5.S: $c. -f, 9,0 FV 411 L-ONCy EA" (NOT VISIioLE) NIPPL_e5011 LONG 'JO's AN�LrE pvc. LATER- 4L_ SUotiRAre.SC-oMPACTisD ro 90 '/, SPRAY HEAD NTS NOTE: USE CITY STANDARD SHRUB PLANTING DETAIL (SHT. L-33) RELEASED FOR CONSTN. DESCRIPTION O in 0 >z cc 0 � z a t 0 co 0 a, z d 0 W � zZ W Ft LANDSCAPE SURVEYED BY W C 0 6 Y 0 0 CHECKED BY SCALE - AS NOTED PROJECT NO. CASE I DRAWER 17 SET 17 SHEET 3 OF 3