HomeMy WebLinkAboutPFM00564A California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401NOTES AND LEGEND SHEETFEBRUARY 08, 2013
A California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401PRADO ROAD EXTENSIONPRADO ROAD SEGEMENT AOF THE DELIVERY PLANDEMOLITION PLANFEBRUARY 8, 2013
A California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLAN
PLAN AND PROFILE
PRADO ROAD STA. 31+50.00-37+00.00November05,201507-25-2013
A California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLAN
STRIPING PLANNovember05,2015
A California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401PRADO ROAD EXTENSIONPRADO ROAD SEGEMENT AOF THE DELIVERY PLANDETAILSFEBRUARY 8, 2013
A California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401PRADO ROAD EXTENSIONPRADO ROAD SEGEMENT AOF THE DELIVERY PLANDETAILSFEBRUARY 8, 2013
STOPPRADO ROAD"RECYCLED WATER - DONOT DRINK (NO BEBER)"WARNING SIGN PER CITYSTANDARD.SEE ROUGH GRADINGIMPROVEMENT PLANS FORIRRIGATION IN BASINSSEE ROUGH GRADINGIMPROVEMENT PLANS FORIRRIGATION IN BASINS1"1A11.643"1"3A18.81"19.34A43"43""RECYCLED WATER - DONOT DRINK (NO BEBER)"WARNING SIGN PER CITYSTANDARD.CAST IRON 43"1"5A6.043"43"43"43"43"43"43"43""1411"43"43"43"43"43"43"43"43"43"411"43"43"43"43"43"43"411"43"43"43"43"43""143"43"43"43"43""143"43""2"2CAST IRON CAST IRON "243"43"43"43""11"2A10.2"1"143"43"12" POP-UPS INSTALLED ATNO-MOW GRASS AREAS INMEDIAN, TYP.12SEE TRACT 2342IMPROVEMENT PLANS FORIRRIGATION IN THIS AREA"4"243"43"43"43"43"1"16.913B1"3.0012B1"14B19.7411"411"43"STOPSTOP TORO O-T-570Z-6P E-PR COM 5 SERIES66 30 H/L-2.06SHRUB SPRAY, 6" POPUP WITH PRESSUREREGULATOR AND CHECK VALVE AND NON-POTABLECAP, PRECISION SERIES SPRAY NOZZLES. TORO O-T-570Z-6P E-PR COM 8 SERIES262 30 H/L-2.06SHRUB SPRAY, 6" POPUP WITH PRESSUREREGULATOR AND CHECK VALVE AND NON-POTABLECAP, PRECISION SERIES SPRAY NOZZLES. TORO O-T-570Z-6P E-PR COM 10 SERIES44 30 H/L-2.06SHRUB SPRAY, 6" POPUP WITH PRESSUREREGULATOR AND CHECK VALVE AND NON-POTABLECAP, PRECISION SERIES SPRAY NOZZLES. TORO O-T-570Z-6P E-PR COM 12 SERIES25 30 H/L-2.06SHRUB SPRAY, 6" POPUP WITH PRESSUREREGULATOR AND CHECK VALVE AND NON-POTABLECAP, PRECISION SERIES SPRAY NOZZLES. TORO O-T-570Z-6P E-PR COM 15 SERIES34 30 H/L-2.06SHRUB SPRAY, 6" POPUP WITH PRESSUREREGULATOR AND CHECK VALVE AND NON-POTABLECAP, PRECISION SERIES SPRAY NOZZLES. TORO O-T-570Z-6P E-PR COM 4X STRIP SPRAY22 30 H/L-2.06SHRUB SPRAY, 6" POPUP WITH PRESSUREREGULATOR AND CHECK VALVE AND NON-POTABLECAP, PRECISION SERIES SPRAY NOZZLES. HUNTER RZWS-SLEEVE036-50CV20 30 B/L-1.236" LONG RZWS WITH FILTER FABRIC SLEEVE,CHECK VALVE, 0.50 GPM BUBBLER, 1/2" SWINGJOINT FOR CONNECTION TO 1/2" PIPE WITH PURPLELID COVER SYMBOL MANUFACTURER/MODEL/DESCRIPTIONDETAIL RAIN BIRD PESBR-PRS-DG/L-2.06ELECTRIC REMOTE CONTROL VALVE FORRECLAIMED WATER APPLICATIONS WITH SCRUBBERMECHANISM AND PRESSURE REGULATOR. RAIN BIRD 44-NPF/L-2.061" QUICK COUPLER VALVE, TWO PIECE BODY,LOCKING COVER, WITH NON-POTABLE PURPLELOCKING COVER. NIBCO T-113C/L-2.06CLASS 125 BRONZE GATE SHUT OFF VALVE WITHCROSS HANDLE, SAME SIZE AS MAINLINE PIPEDIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4" -3" BUCKNER-SUPERIOR 3300-RW 1-1/2"NORMALLY OPEN BRASS MASTER VALVE THATPROVIDES DIRTY WATER PROTECTION AND NOMINIMUM FLOW FEATURE. AVAILABLE IN 1-1/2", 2",2-1/2" AND 3". WITH PURPLE CROSS HANDLE FORRECLAIMED WATER USE. WILKENS MODEL 500A/L-2.06 PRESSURE LIMITED TO 39.40 PSIPRESSURE REDUCING VALVE, LINE SIZE.CITY STD PLAN 8650CITY STD PLAN 8650CITY STD PLAN 8650CITY STD PLAN 8650CITY STD PLAN 8650CITY STD PLAN 8650C/L-1.3DETAILCITY STD PLAN 8620CITY STD PLAN 8630CITY STD PLAN 8640CITY STD PLAN 8550A/L-2.05 & CITY STD 85602 IRRITROL MCE - SERIES CONTROLLERJ/L-2.06IIS-18S-MCE42-CL/R-VRAMCE 42 STATION CONTROLLER, STAINLESS STEEL(STRONG BOX) PEDESTAL ENCLOSURE, CLIMATELOGIC KIT, CONTROLLER REMOTE.CONTACT: JEFF AREHART@ 714.785.4075 FOR LISTOF DISTRIBUTORS. CALSENSE CONTROLLER (CITY STD)ET2000E-24-LR-RRE-SSER-LRSTICK-ANTPROT-LMR400DB40` TORO - CLIMATE LOGICF/L-2.07RAIN SENSOR AND WEATHER BASED CONTROLLERMODULE TO BE INCLUDED AS SPECIFIED WITHINPACKAGE ABOVE 1 1/4" TEE INSERT FLOW SENSORCALSENSE MODEL FLOW SENSOR WILKINS MODEL YBE/L-2.07WYE STRAINER. LINE SIZE WATER METER 3/4"CITY`S RECLAIMED WATER SERVICE IRRIGATION LATERAL LINE: PVC SCHEDULE 40A/L-2.07PVC SCHEDULE 40 IRRIGATION PIPE. IRRIGATION MAINLINE: PVC SCHEDULE 40A/L-2.07 PIPE SLEEVE: PVC SCHEDULE 40A/L-2.07SLEEVES CROSSING STREETS SHALL BE CAST IRONPER CITY STNDS. ALL OTHERS SHALL BE SCHEDULE40 PVC (PER 20 – 3.03D). SLEEVE SIZE SHALL BE 2XTHE PIPE DIAMETER. EXTEND SLEEVES 18” BEYONDEDGES OF PAVING. PROVIDE SEPARATE SLEEVESFOR ALL CONTROL WIRES.ABCLPurple PipePer City Std.Purple PipeCITY STD PLAN 8520 & 7520CITY STD PLAN 8520 & 7520 &MANUFACTURER'S INSTRUCTIONSMounted on Controller PedestalCITY STD PLAN 8550D/L-1.3PER CITYCITY STD PLAN 8610CITY STD PLAN 86101122GENERAL SITE INFORMATION FOR RECYCLED WATER USE1.LANDSCAPED RECYCLED WATER IRRIGATION USE AREA: 46,707 sq ft2.PUBLIC ACCESS TO SITE GROUNDS IS: OPEN3.OWNER: MEDIANS: CITY. PARKWAYS: APPLICANT OWNED.4.PROPERTY MANAGER CONTACT: DAVID BURNS, SUPERINTENDENT, 805-758-88485.TENANTS: NOT APPLICABLE6.ON-SITE WELL LOCATIONS: NONE7.WELLS ON ADJACENT SITES LOCATED WITHIN 50 FT OF RECYCLED WATER APPROVED USE AREA OR WITHIN 100 FT OF ANY RECYCLEDWATER IMPOUNDMENT: NO KNOWN8.OUTDOOR DRINKING FOUNTAINS IN/NEAR THE RECYCLED WATER APPROVED USE AREA: NONE9.OUTDOOR EATING AREAS IN/NEAR THE RECYCLED WATER USE AREA: NONE10.WATER FEATURES ON SITE: NONEIRRIGATION NOTES1.IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE ANDLATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TO BE LOCATED 12" FROM SIDEWALKS,CURBS, ASPHALT & CONCRETE SURFACES.2.ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATIONCONTRACTOR.3.INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS.4.CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER.THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE ANDHOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST IS TO BE A PART OFTHE LANDSCAPE CONTRACTOR'S BID.5.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULDCONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECTBEFORE PROCEEDING WITH THE WORK IN QUESTION.6.DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THATOBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDEREDIN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPEARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FORANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER.7.CONTRACTOR SHALL INCLUDE PCS SCREENS WHERE NECESSARY TO REDUCE RADIUS OF THROW.8.CONTRACTOR SHALL SLEEVE UNDER PAVING PER PLANS AND SPECIFICATIONS. ALL SLEEVES UNDER PAVING SHALL RECEIVEIDENTIFYING MARK ON TOP OF CONCRETE. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING.9.SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE.LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.10.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN.11.ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATIONDURING AND FOLLOWING ALL CONTRACT WORK.12.CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM FOLLOWING A PRECIPITATION TEST PER THEOWNER. ADJUSTMENTS SHALL INCLUDE BUT WILL NOT BE LIMITED TO: HEAD RELOCATION, CHANGING NOZZLES, AND ADJUSTING ARCPATTERNS TO ATTAIN 65% EFFICIENT UNIFORMITY AS REQUIRED BY THE OWNER.13.CONTRACTOR SHALL PROVIDE PURPLE "NON-POTABLE" LABELS ON ALL CONTROLLER ENCLOSURES. ALL EQUIPMENT TO BEINSTALLED SHALL INCLUDE NON-POTABLE PURPLE CAPS, LABELS, BOXES, ETC. AS APPLICABLE.14.AVAILABLE PRESSURE IS UNDERSTOOD TO BE 100 PSI. CONTRACTOR SHALL VERIFY ACTUAL PRESSURE IN FIELD AND NOTIFYLANDSCAPE ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR SHALL TAP INTO CITY WATER LINES PER CITY STANDARDS.15.REFER TO SHEET L-3.2 FOR CITY STANDARD NOTES REGARDING RECLAIMED WATER IRRIGATION SYSTEMS.16.ALL IRRIGATION INSTALLATIONS SHALL CONFORM WITH CITY OF SAN LUIS OBISPO'S WATER EFFICIENT LANDSCAPE STANDARDS.17.POP-UP SPRAY HEADS TO BE INSTALLED ADJACENT HARDSCAPE PAVING SHALL BE SET OFF 24" FROM PAVED EDGE.18.WHEREVER AN IRRIGATION SLEEVE CROSSES UNDER PAVING, THE CURB SHALL BE STENCILED WITH "IRRIG SLEEVE".1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-IP-Seg A REV.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLAN0 10 20 40 60PRADO ROADKEY MAPNTSL-1.1C.D.M.P.CHRIS DUFOURIRRIGATION PLAN
IRRIGATION LEGENDMATCHLINE, SEE SHEET L-1.2 L-1.2L-1.1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL SYMBOL MANUFACTURER/MODEL/DESCRIPTIONDETAILTRACT 2324TRACT 2353November 5, 201521RECORD DWG MARKUPS02/12/152RECORD DWG MARKUPS11/05/153FIELD REVISION BY CONTRACTOR4RW MAINLINE SEPARATION (CITY/HOA)08/17/1604/05/184
PRADO ROADSEE TRACT 2342IMPROVEMENT PLANS FORIRRIGATION IN THIS AREASEE TRACT 2342IMPROVEMENT PLANS FORIRRIGATION IN THIS AREAPOINT OF CONNECTION:INSTALL 3/4" WATER METERPER CITY STANDARDS43"43"43"43"43"43"43""1411"43"43"1"17.66AEXISTING RECLAIMEDWATER SERVICE MAIN.AVAIL. PRESSURE: 100 PSIVERIFY IN FIELD."2"RECYCLED WATER - DONOT DRINK (NO BEBER)"WARNING SIGN PER CITYSTANDARD."RECYCLED WATER - DONOT DRINK (NO BEBER)"WARNING SIGN PER CITYSTANDARD."4CAST IRON CAST IRON CAST IRON CAST IRON 43""143"43"411"43"43"43"43"43"43"43"43"43"43"4"43"43"1"6.307ACAST IRON CAST IRON 43"43"43"43"43""243"411"43"43"43"43"43"43"43"43"43"43"43"ACLCAST IRON "4"2CAST IRON "2"21"15.69A1"6.1710A1"2.5011ACAP MAINLINE WITHSTUB-OUT FOR FUTUREEXPANSION IN VALVE BOX.(APPLICANT'S) CONTROLLER "A" LOCATION.PROVIDE 120Vac TO THIS LOCATION.CONNECT ALL "A" VALVE WIRES AND HOOKIN TO CONTROLLER.411"43""1411"411"43"43"43"43"43"43"43"43"43"43""143"43"411"43"43"411"CASTIRON"4CAST IRON CAST IRON "243"CAP TREE BUBBLER LINE(11A) FOR FUTUREEXPANSION IN VALVE BOX43"43"B12" POP-UPS INSTALLED ATNO-MOW GRASS AREAS INMEDIAN, TYP.13CAST IRON "21INSTALL 24" WIDE PERIMETER OFCOBBLE ROCK BETWEEN SPRAYHEADS AND CURB.1"2"4"42222(APPLICANT'S) CONTROLLER "A"LOCATION. PROVIDE 120Vac TO THISLOCATION. CONNECT ALL "A" VALVEWIRES AND HOOK IN TO CONTROLLER.PROVIDE POINT OF SERVICE CONNECTIONPER CITY STD. 7520. SEE PG&E PLANS.2EXISTING HOARECYCLED WATERIRRIGATION METER (34")"2NEW 2" MAINLINE, TYP.CONNECT NEW MAINLINE TOEXISTING HOA MAINLINEBORE UNDER STREET ASNEEDED TO CONNECTCONTROLLER WIRES"2INSTALL NEW MAINLINE TOCONNECT TO HOAIRRIGATION MAINLINELOCATED IN PRADO DPARKWAY.HOA MAINLINECITY MAINLINEMAINLINE CUT & CAPPEDTO ISOLATE VALVES 8A-11ALATERAL FROM VALVE19B,REFER TO PRADO ROADSEGMENT D1"41"15B14.51"17B15.81"16B8.21"18B18.0ACL3"4CAST IRON MAINLINE CONNECTED TOHOA MAINLINE SERVICINGPARKWAY LANDSCAPINGCITY MAINLINE IS CUT &CAPPED IN THIS AREA.MAINLINE TIES INTOEXISTING MAINLINE ATVALVE BANK.HOA MAINLINE43""4CUT AND CAP MAINLINE TOISOLATE MEDIAN LANDSCAPINGON EXISTING CITY METERCITY MAINLINE43"43"STOPSTOP
(APP
L
IC
AN
T
'S
)
C
ON
T
RO
LL
ER
"A
"LOCATI
ON
.
P
RO
V
ID
E
1
2
0V
ac
TO
TH
I
SLOCATI
ON
.
C
ON
NE
C
T
A
LL
"A
"
V
A
LV
EWIRES
AN
D
H
OO
K
I
N
T
O
C
ON
TR
OL
LE
R
.EXISTI
NG
HO
ARECYC
LE
D
W
AT
ERIRRIGA
T
IO
N
ME
T
ER
(34")NEW 2"
MA
I
NL
I
NE
,
T
YP
.CONNE
C
T
NE
W
M
AI
N
LI
NE
TOEXISTIN
G
HO
A
M
A
IN
L
IN
EBORE U
ND
ER
ST
RE
E
T
ASNEEDED
T
O
C
ON
NE
CTCONTR
O
LL
ER
W
I
RE
S
INSTA
LL
NE
W
M
AI
N
LI
NE
TO
CONN
E
CT
TO
H
OAIRRIGA
T
IO
N
MA
I
NL
I
NELOCAT
ED
I
N
PR
AD
O
DPARKW
AY
.
HOA
MA
I
NL
I
NE
CITY M
AI
N
LI
NE
MAINL
I
NE
CU
T
&
C
A
PP
ED
TO ISO
LA
TE
VA
L
VE
S
8
A-
1
1A
LATER
A
L
FR
OM
VA
LV
E
19
B
,
REFER
TO
P
R
AD
O
RO
AD
SEGME
NT
D MAINL
I
NE
CO
NN
EC
TE
D
T
O
HOA M
A
IN
L
IN
E
S
ER
VI
C
IN
G
PARK
WA
Y
L
AN
DS
CA
P
IN
GCITY M
A
IN
L
IN
E
I
S
C
UT
&
CAPP
ED
I
N
TH
I
S
A
RE
A
.MAINLIN
E
T
IE
S
IN
TOEXISTIN
G
MA
I
NL
I
NE
ATVALVE
BA
NK
.HOA MA
IN
L
IN
E
CUT AN
D
CA
P
M
A
IN
L
IN
E
T
O
ISOLA
TE
ME
D
IA
N
L
AN
DS
CA
P
IN
G
ON EX
IS
T
IN
G
C
I
TY
M
E
TE
R
CITY M
A
IN
L
IN
E GENERAL NOTE1.SEE L-1.1 FOR IRRIGATION NOTES & LEGEND2.WHEREVER AN IRRIGATION SLEEVE CROSSES UNDER PAVING, THE CURB SHALL BE STENCILED WITH "IRRIG SLEEVE".1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-IP-Seg A REV.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLAN0 10 20 40 60KEY MAPNTSL-1.2C.D.M.P.CHRIS DUFOURIRRIGATION PLAN
MATCHLINE, SEE SHEET L-1.1 PRADO ROADL-1.2L-1.1TRACT 2324TRACT 2353November 5, 20151RECORD DWG MARKUPS02/12/152RECORD DWG MARKUPS11/05/1523FIELD REVISION BY CONTRACTOR4RW MAINLINE SEPARATION (CITY/HOA)08/17/1604/05/18505/23/18RECORD DWG MARKUPSPROJECT MANAGER334355555
L-1.3C.D.M.P.CHRIS DUFOURIRRIGATION DETAILS 12"6"MIN.RCV RCV RCVQCGVNOTES: PAVEMENTPLANTERPAVEMENTPLANTERISOLATION VALVE. SEEIRRIGATION LEGEND.REMOTE CONTROL VALVE,SIZE PER PLAN, TYP. SEEIRRIGATION LEGENDQUICK COUPLER. SEE PLANFOR LOCATIONSMANIFOLD MAIN LINE, SEEPLAN FOR SIZING, TYP.LATERAL LINE, SIZE OF LATERALLINE SHALL EQUAL VALVE SIZE,TYP. VERIFY SIZING ON PLAN.EDGE OF WALK,CURB, WALL ETC.SYSTEM MAINLINE.1. ALL VALVES SHALL BE RUN OFF A MANIFOLD GROUP SIMILAR TO THAT SHOWN IN ABOVE DIAGRAM.2. ALL BOXES SHALL BE SQUARE TO ONE ANOTHER, AND TO EDGES OF ADJACENT FIXED OBJECTS.3. ALL VALVE BOXES SHALL BE SET 2" ABOVE FINISH GRADE.4. SEE IRRIGATION PLAN FOR MAINLINE PIPE SIZING.MANIFOLD GROUP SCHEMATICACTUAL VALVE BOX PLACEMENTEDGE OF WALK, CURB, WALL ETC.QUICK COUPLER. SEE PLANFOR LOCATIONSISOLATION VALVE. SEEIRRIGATION LEGEND.REMOTE CONTROL VALVE, SIZEPER PLAN, TYP. SEE IRRIGATIONLEGENDVALVE BOX LAYOUT IN PLANTERS3/8" = 1'-0"E328490-01PLANFGSCH. 40 P.V.C TEE SxSxTPURPLE PVC LATERAL LINESCH 80 PVC SWING JOINTPLANTING BACKFILL, SEE PLANTING DETAILSBUBBLER NOZZLE ON RISER, SEEIRRIGATION LEGENDDEEP ROOT WATER SYSTEM ASSEMBLY, W/TAMPER PROOF GRATE. PROVIDE FILTER FABRICSLEEVE PER MANUFACTURER.ROOTBALLTREE TRUNK6"SECTIONPURPLE PVC LATERAL LINESCH 80 PVC SWING JOINTDEEP ROOT WATER SYSTEM ASSEMBLY, W/TAMPER PROOF GRATE. WRAP NYLON MESHTUBE W/ FILTER FABRICNOTES:1. USE PIPE TEFLON TAPE ON ALL PIPE THREADS. TIGHTEN THEADS UNTIL MODERATELYSNUG (DO NOT OVERTIGHTEN).2. LOCATE TREE BUBBLER ON ROOT BALL SIDE OF ROOT CONTROL BARRIERS.3. WHERE POSSIBLE, LOCATE TREE BUBBLER AWAY FROM ADJACENT HARDSCAPE AREASTO DISCOURAGE ROOT GROWTH UNDER PAVING.DEEP ROOT TREE BUBBLER (RECLAIMED WATER)3/4" = 1'-0"PURPLE GRATE COVER FOR RECLAIMED WATERNATIVE SOIL328415-02C2"VARIES FGNOTES:1. INSTALL VALVE BOX SO THAT THE TOP OF COVER IS 2" ABOVEFINISH GRADE IN GROUND COVER AREAS AND 1/2" IN TURF AREAS.PRESSURE REGULATOR PURPLE PVC MAINLINE PVC MALE ADAPTOR (2 REQUIRED) BRICK (1 OF 4)ONE CUBIC FOOT OF 3/4" CRUSHED ROCK.(PURPLE) VALVE BOX WITHLOCKING LID MARKED "P.R."PRESSURE REDUCING VALVE (RECLAIMED WATER)3/4" = 1'-0"UNION(BOTHSIDES)B328406.28-02STEP 2STEP 3STEP 4STEP 13M DBY SPLICE KIT WIRECONNECTOR OR APPROVED EQUAL.PUSH WIRES TO END OF BASE SOCKET TOASSURE COMPLETE SEALING OFCONNECTIONPUSH SEALING PLUG INTOBASE SOCKETPULL BASE SOCKET OVEREND AS FAR AS POSSIBLEPUT CRIMP SLEEVE OVER WIREENDS - CRIMP SLEEVE AND CUTOFF EXCESS WIREAPPLY SEALER TO OUTSIDE OF SEALINGPLUG FILL CAVITY WITH SEALERSTRIP WIRES APPROX. 5/8" FROMENDS - TWIST TOGETHERSLIP BASE SOCKET OVEREND OF WIRESWIRING CONNECTIONS1 1/2" = 1'-0"F328409.79-021" TURF AREAS2" SHRUB AREASFLOWMAINLINE.VALVE BOX EXTENSION.JUMBO (PURPLE)PLASTIC VALVE BOXWITH 2 - 6"EXTENSIONS &LOCKING COVER.BRICKS. ONE AT EACHCORNER OF JUMBO VALVEBOX.34" CRUSHED AGGREGATEWYE FILTER (RECLAIMED WATER)3/4" = 1'-0"WYE STRAINERUNIONMIPT THREAD, TYP.328409.90-01D1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-IP-Seg A REV.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLANNovember 5, 2015111NOT USEDNTSA1RECORD DWG MARKUPS02/12/15
L-1.4C.D.M.P.CHRIS DUFOURIRRIGATION DETAILS1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-IP-Seg A REV.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLANNovember 5, 20151RECORD DWG MARKUPS02/12/15
L-1.5C.D.M.P.CHRIS DUFOURIRRIGATION DETAILS1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-IP-Seg A REV.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLANNovember 5, 20151RECORD DWG MARKUPS02/12/15
STOPPRADO ROAD12" CONCRETE CURB EDGESEE PAVER DETAIL, SHEET C-7.2SEE PAVER DETAIL,SHEET C-7.2SHRUBS HELD BACK 24" FROMCURB TO BE IN LINE WITH SPRAYHEADS. TYP.1PAVERS EXTENDEDANOTHER ±6FT.12BL-2.3STOPSTOP
ESTIMATED TOTAL WATER USE (ETWU)MAXIMUM APPLIED WATER ALLOWANCE (MAWA)RESOURCES SPECIES EVALUATION LISTETWU GALLONSMAWA GALLONSMAWA UNITSETWU UNITSTOTAL LANDSCAPE AREATURFLOW(DROUGHT TOLERANT)MODERATEHIGH (THIRSTY)SPORTS FIELDVEGETABLESWATER USAGE PROJECTIONSPER CITY OF SAN LUIS OBISPO STANDARDS.SEE SHEET L-1.7 FOR COMPLETE HYDROZONE TABLE0 sf.0 sf.4,225 sf.3,375 sf.8,877 sf.0 sf.16,477 sf.472350261715352903PLANT SCHEDULETREESBOTANICAL NAMECOMMON NAMECONTQTYDETAIL Cercis occidentalisWestern Redbud15 gal 7 B/L-2.3 Gleditsia triacanthos inermisThornless Common Honeylocust 24"box 12 B/L-2.3 Platanus x acerifoliaLondon Plane Tree24"box 2 B/L-2.3 Pyrus calleryana `Aristocrat` TMAristocrat Flowering Pear15 gal 6 B/L-2.3SHRUBSBOTANICAL NAMECOMMON NAMECONTQTYDETAIL Anigozanthos flavidus `Yellow Gem` Yellow Gem Kangaroo Paw 5 gal21 C/L-2.3 Anigozanthos x `Big Red`Big Red Kangaroo Paw1 gal33 C/L-2.3 Cistus x `Brilliancy`Brilliancy Rock Rose5 gal160 C/L-2.3 Lavandula angustifolia `Hidcote Blue` Hidcote Blue Lavender1 gal290 C/L-2.3 Lavandula dentata `Goodwin Creek Gray` Goodwin Creek Gray Lavender 1 gal91 C/L-2.3 Muhlenbergia capillaris `Regal Mist` TM Muhly1 gal127 C/L-2.3 Phormium tenax `Tiny Tiger`Dwarf Variegated New Zealand Flax 1 gal18 C/L-2.3 Phormium tenax `Yellow Wave`New Zealand Flax5 gal57 C/L-2.3 Phormium x `Margaret Jones`Margaret Jones Flax1 gal40 C/L-2.3 Pittosporum crassifolium `Compactum` Dwarf Karo1 gal166 C/L-2.3 Rhaphiolepis x delacouri `Georgia Petite` Georgia Petite Indian Hawthorne 1 gal252 C/L-2.315'TYP. MAX HEIGHT.60'60'40'3'3'30"12"3'3'3'3'30"30"18"CITY STDPLAN 8230& 8240GROUND COVERSBOTANICAL NAMECOMMON NAMECONTQTYDETAIL Lantana sellowiana `White Lightnin` TM Trailing Lantana4"pot@ 24" oc 168 D/L-2.3 Myoporum parvifoliumTrailing Myoporum4"pot@ 36" oc 313 D/L-2.3 Red Fescue - "No Mow""No Mow" Clumping GrassSod4,225 sf D/L-2.312"8"6"TYP. MAX HEIGHT.1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-PP.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLAN0 10 20 40 60KEY MAPNTSL-2.1C.D.M.P.CHRIS DUFOURPLANTING PLAN
MATCHLINE, SEE SHEET L-2.2 TRACT 2324TRACT 2353PRADO ROADL-2.2L-2.1November 5, 20151RECORD DWG MARKUPS02/12/152RECORD DWG MARKUPS11/05/152SHEET ORIGINALLY PROVIDED IN PRADO SEGMENT "A" PLANS
PRADO ROAD6" CONCRETE MOW CURBSEE PAVER DETAIL, SHEET C-7.2SEE PAVER DETAIL, SHEET C-7.2SEE PAVER DETAIL,SHEET C-7.2PRADO ROADRAISED 6" CONCRETECURB, PER CIVILDRAWINGS12" CONCRETE MOW CURBSEE PAVER DETAIL,SHEET C-7.2INSTALL 24" WIDE PERIMETER OFCOBBLE ROCK BETWEEN SPRAYHEADS AND CURB.1SHRUBS HELD BACK 24" FROMCURB TO BE IN LINE WITH SPRAYHEADS. TYP.1PAVERS EXTENDED ±6 FT INTHIS AREA.122AL-2.3AL-2.3PLANT SCHEDULETREESBOTANICAL NAMECOMMON NAMECONTQTYDETAIL Cercis occidentalisWestern Redbud15 gal 7 B/L-2.3 Gleditsia triacanthos inermisThornless Common Honeylocust 24"box 12 B/L-2.3 Platanus x acerifoliaLondon Plane Tree24"box 2 B/L-2.3 Pyrus calleryana `Aristocrat` TMAristocrat Flowering Pear15 gal 6 B/L-2.3SHRUBSBOTANICAL NAMECOMMON NAMECONTQTYDETAIL Anigozanthos flavidus `Yellow Gem` Yellow Gem Kangaroo Paw 5 gal21 C/L-2.3 Anigozanthos x `Big Red`Big Red Kangaroo Paw1 gal33 C/L-2.3 Cistus x `Brilliancy`Brilliancy Rock Rose5 gal160 C/L-2.3 Lavandula angustifolia `Hidcote Blue` Hidcote Blue Lavender1 gal290 C/L-2.3 Lavandula dentata `Goodwin Creek Gray` Goodwin Creek Gray Lavender 1 gal91 C/L-2.3 Muhlenbergia capillaris `Regal Mist` TM Muhly1 gal127 C/L-2.3 Phormium tenax `Tiny Tiger`Dwarf Variegated New Zealand Flax 1 gal18 C/L-2.3 Phormium tenax `Yellow Wave`New Zealand Flax5 gal57 C/L-2.3 Phormium x `Margaret Jones`Margaret Jones Flax1 gal40 C/L-2.3 Pittosporum crassifolium `Compactum` Dwarf Karo1 gal166 C/L-2.3 Rhaphiolepis x delacouri `Georgia Petite` Georgia Petite Indian Hawthorne 1 gal252 C/L-2.315'TYP. MAX HEIGHT.60'60'40'3'3'30"12"3'3'3'3'30"30"18"CITY STDPLAN 8230& 8240GROUND COVERSBOTANICAL NAMECOMMON NAMECONTQTYDETAIL Lantana sellowiana `White Lightnin` TM Trailing Lantana4"pot@ 24" oc 168 D/L-2.3 Myoporum parvifoliumTrailing Myoporum4"pot@ 36" oc 313 D/L-2.3 Red Fescue - "No Mow""No Mow" Clumping GrassSod4,225 sf D/L-2.312"8"6"TYP. MAX HEIGHT.1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-PP.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLAN0 10 20 40 60KEY MAPNTSL-2.2C.D.M.P.CHRIS DUFOURPLANTING PLAN
MATCHLINE, SEE SHEET L-2.1 TRACT 2324TRACT 2353PRADO ROADL-2.2L-2.1November 5, 20151RECORD DWG MARKUPS02/12/152RECORD DWG MARKUPS11/05/152SHEET ORIGINALLY PROVIDED IN PRADO SEGMENT "A" PLANS
1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-PP.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLANL-2.3C.D.A.K.CHRIS DUFOURPLANTING DETAILS
EQ
U
A
L
EQUALEQUAL1/2 O.C. SPACING FROMEDGE OF PAVING, BACK OFCURB, OR BUILDING FACENOTE: GROUNDCOVER SHALLBE TRIANGULARLY SPACEDPER THE ON-CENTER (O.C.)SPACING INDICATED ON THEPLANTING PLAN AND/ORPLANTING LEGEND, UNLESSOTHERWISE NOTED.EDGE OF PLANTING AREAPLANT PER PLANTINGPLAN, TYP.GROUNDCOVER SPACING1 1/2" = 1'-0"D329333-01November 5, 2015CONCRETE CURB EDGE12"34" CRUSHED AGGREGATEBASE AT 95% RELATIVECOMPACTION12" CONCRETE CURB EDGE1 1/2" = 1'-0"1'-0"NOTES:A. 3/8" ASPHALT IMPREGNATED ISOLATION JOINTS SHALL BE PLACED@ 20' O.C. TRIM 1/4" BELOW FINISH SURFACE, TYPICAL.B. CONTROL JOINTS SHALL BE PLACED @ 10' O.C., TYPICAL.
6"FGPLANTER AREA12" RADIUS#3 REBAR CONTINUOUS321601-11ACONCRETE CURB EDGE6"34" CRUSHED AGGREGATEBASE AT 95% RELATIVECOMPACTIONCONCRETE HEADER1 1/2" = 1'-0"NOTES:A. 3/8" ASPHALT IMPREGNATED ISOLATION JOINTS SHALL BE PLACED@ 20' O.C. TRIM 1/4" BELOW FINISH SURFACE, TYPICAL.B. CONTROL JOINTS SHALL BE PLACED @ 10' O.C., TYPICAL.
1'-0"FGPLANTER AREA12" RADIUS#3 REBAR CONTINUOUS4"
1"
2"B321601-041RECORD DWG MARKUPS02/12/152RECORD DWG MARKUPS11/05/152SHEET ORIGINALLY PROVIDED IN PRADO SEGMENT "A" PLANS
PLANTING SPECIFICATIONSA. General1. Coordinate work with other construction to avoid damage to plants by other trades.2. Submittals:a. Materials List:(1)Within 15 days of Award, submit documentation that specified plants have been ordered. Includenames and addresses of suppliers, and make arrangements for Landscape Architect to inspect plantsat supplier's nursery.(2)Submit requests for substitutions with materials list.b. Product Data - Submit data on the following:(1)Root barriers, tree guards, and other accessories.(2)Soil amendments.(3)Herbicides.(4)Fertilizers.(5)Substitutions for specified accessories.3. Test Reports: Submit soil test results and recommendations.4. Quality Assurancea. Latest issue of American Standard for Nursery Stock published by American Association of Nurserymenshall be used to grade nursery stock.b. Herbicides shall be applied by licensed applicator. Submit name, address, and license number ofapplication firm.c. Soil Testing: Retain services of approved agronomical soil testing laboratory to test site soil and prepare areport and recommendations for soil amendment and conditioning.5. Delivery, Storage and Handling:a. Delivery: Coordinate with Landscape Architect for inspection purposes. Request approval of on-sitenursery stock area prior to ordering delivery.b. Storage: Provide shade as required by plant variety. Provide wind protection for all plants. Waterregularly to maintain moisture in root zone.c. Temporary automatic irrigation system may be required at Landscape Architect's discretion. If theLandscape Architect feels that adequate manual watering is not being maintained. Contractor shalldesign and construct a temporary irrigation at no additional cost to Owner.d. Handling: Follow best industry standards. Fully support and brace tree trunks at root crown, protectfoliage, and tie branches as required.e. Maintain plants free from pests and weeds during storage.6. Project Conditionsa. Planting operations shall not be conducted under the following conditions:(1)Freezing weather.(2)Excessive heat.(3)High winds.(4)Excessively wet conditions.7. Guaranteea. Guarantee period shall be for one year immediately following the Plant Establishment Period.b. All planting shall be guaranteed to be in a healthy and thriving condition after completion of guaranteeperiod.c. Replace all dead plants and plants not in vigorous growing condition immediately upon notification byOwner or Landscape Architect during guarantee period.d. Repair all defective work and materials as directed by Owner or Landscape Architect duringguarantee/maintenance period.B. Materials and Products1. Plants: Conform to American Nursery Association Standards.2. Fertilizersa. All fertilizers shall be of an approved commercial brand with a guaranteed chemical analysis as required.b. All fertilizer shall be dry and free flowing.c. Fertilizer shall be packaged in new waterproof, non-overlaid bags, clearly labeled as to weight,manufacturer, and content.3. Soil Conditionersa. Organic matter: Dairy Manure.b. Compost: Nitrolized redwoodc. Dolomite limestone: Kaiser AG-65 containing not less than 85% of total carbonates. 100% shall pass No.200 sieve.d. Gypsum: Approved by Owner.e. Mulch: Shredded Cedar Mulch, by Sierra Organics, Mallard Creek, or approved equal.4. Top Soil: Sandy loam suitable for horticultural use free of rocks, clods, gravel, sticks debris, and other deleteriousmaterial.5. Backfill Mix: The following mix is for bid purposes only. Final backfill mix shall be determined by testing on-site soilonce landscape grades have been established. Thoroughly mix and blend the amendments listed below into thesoil excavated from the plant pit. Amounts are per cubic yard of soil excavated from the plant pit:a. Compost: 0.33 cyb. Gypsum: 16 pounds6. Herbicidesa. Pre-emergent: Surflan or approved equal.b. Other herbicides shall be approved by Owner prior to application. Submit product data and purpose of usefor review.7. Accessoriesa. Tree Stakes: 3” round Lodge Pole pine stakes. Length as required.b. Tree Ties: Cinch-Tie by V.I.T. Products. Size and strength per manufacturer's recommendation for treesize.c. Trunk Guards: Trim Guard by V.I.T. Products.d. Root Barriers: Deep Root UB-24-2 and UB-36-2C. Installation1. Not Used2. Site Preparation: Clean all debris and weeds from landscape areas. Notify Owner of any areas that appear to becontaminated with construction debris and material that may be injurious to plants. Coordinate with Owner forclean up of such areas.5. Fine Grading:a. Remove rocks and debris that has any dimension larger than ¾ inch turned up during preparation.b. Rake, drag, and roll area smooth to establish approved finished grades. Maintain established flow lines,slopes, and grade to achieve positive drainage allowing no puddling.c. Finished grade requirements: Grade as required to leave landscaped areas with finished grades asfollows:(1)Turf Areas: 1" below adjacent paving and curbs.(2)Planting Bed Areas: 2" below adjacent paving and curbs.6. Planting:a. Unless otherwise directed mark layout of plants in field for review by Owner.b. Plant as indicated in applicable details.c. Tree Root Barriers: Install root barriers when trees are planting within 5' of a utility, paved surface orstructure. Use 24” deep barrier at walkways, and 36” deep barriers at utilities, backs of curbs, andadjacent to structures. Extend barriers a minimum of 12' along each segment of walk, curb, utility, orstructure adjacent to the tree, centered on the trunk of the tree.d. Tree Guards: Install on trees occurring in turf areas.e. Thoroughly water in all plants and maintain until acceptance by Owner.7. Pre-emergent Herbicide: Restore and dress up finish grades in planter areas then apply pre-emergent herbicide atmanufacturer's recommended rates for the specific types of plantings.8. Mulching: After Pre-emergent herbicide has been applied place mulch 2 inches deep in all planter areas. Rake andsmooth surface. Keep mulch from trunks of plants.9. Plant Establishment Perioda. Contractor shall maintain landscape planting and irrigation system for a period of 90 consecutive calendardays immediately following substantial completion.b. Contractor shall keep planting beds weed free until final acceptance by weeding on a continuous andregular basis so as not to allow establishment of weeds.c. Contractor shall keep all plantings properly watered until final acceptance.d. Contractor shall establish an appropriate fertilization, pest control, and pruning program for the duration ofthe Establishment Period as required to assure vigorous establishment and growth of all plantings.f. At the end of the Plant Establishment Period, all plantings shall be in healthy, in vigorous growingcondition, and properly pruned; the irrigation system shall be completely operable and functioning asintended; and, the entire project area shall be cleaned and free of all weeds. If at the end of the specifiedPlant Establishment Period the Project is not in a condition acceptable to the City, the Plant EstablishmentPeriod shall be extended at no cost to the City until the Contractor brings the Project into compliance withthe requirements of the Contract Documents.L-3.1C.D.M.P.Chris DufourPLANTING & PAVER
SPECIFICATIONSe. Dead plants and plants that in the opinion of the Owner's Authorized Representative are not in vigorousgrowth condition shall be replaced immediately.1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-RS.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLANNovember 5, 2015CONCRETE PAVER SPECIFICATIONS1.01 SUMMARYA.Section Includes:1. Interlocking Concrete Paver Units (manually installed).2. Bedding and Joint Sand.3.Edge Restraints4.Cleaner, Sealers, and Joint sand stabilizers.1.02 QUALITY ASSURANCEA. Mock-Ups:1. Install a 7 ft x 7 ft (2 x 2 m) paver area.2. Use this area to determine surcharge of the bedding sand layer, joint sizes, lines, laying pattern(s), color(s) and texture of the job.3. This area will be used as the standard by which the work will be judged.4. Subject to acceptance by owner, mock-up may be retained as part of finished work.5. If mock-up is not retained, remove and properly dispose of mock-up.PART 2 PRODUCTS2.01 INTERLOCKING CONCRETE PAVERSA. Manufacturer: Air-Vol Block.1. Contact: Erik Geil.B. Interlocking Concrete Pavers:1. Paver Type: Hollanda. Material Standard: Comply with material standards set forth in ASTM C 936.b. Color: Charcoal.c. Size: 80 mm.d.Pattern: Herringbone2.02BEDDING AND JOINT SANDA. Provide bedding and joint sand as follows:1. As indicated on drawings. Free from deleterious or foreign matter.2.03 ACCESSORIESA. Provide accessory materials as follows:1. Geotextile:a. Description: Myrafi or equal soil separator fabric.PART 3 EXECUTION3.02 EXAMINATIONA. Acceptance of Site Verification of Conditions:1. General Contractor shall inspect, accept and certify in writing to the paver installation subcontractor that site conditions meet specifications for the following items prior to installation of interlocking concrete pavers.a. Verify that subgrade preparation, compacted density and elevations conform to specified requirements.b. Verify that geotextiles, if applicable, have been placed according to drawings and specifications.c. Verify that [Aggregate] [Cement-treated] [Asphalt-treated] [Concrete] [Asphalt] base materials, thickness, [compacted density], surface tolerances and elevations conform to specified requirements.d. Provide written density test results for soil subgrade, [aggregate] [cement-treated][asphalt-treated][asphalt] base materials to the Owner, General Contractor and paver installation subcontractor.e. Verify location, type, and elevations of edge restraints, [concrete collars around] utility structures, and drainage inlets.2. Do not proceed with installation of bedding sand and interlocking concrete pavers until [subgrade soil and] base conditions are corrected by the General Contractor or designated subcontractor.3.03 PREPARATIONA. Verify base is dry, certified by General Contractor as meeting material, installation and grade specifications.B. Verify that base and geotextile is ready to support sand, edge restraints, and, pavers and imposed loads.C. Edge Restraint Preparation:1. Install edge restraints per the drawings and manufacturer's recommendations.3.04 INSTALLATIONA. Spread bedding sand evenly over the base course and screed to a nominal 1 in. (25 mm) thickness, not exceeding 11/2 in. (40 mm) thickness. Spread bedding sand evenly over the base course and screed rails, using the railsand/or edge restraints to produce a nominal 1 in. (25 mm) thickness, allowing for specified variation in the base surface.1. Do not disturb screeded sand.2. Screeded area shall not substantially exceed that which is covered by pavers in one day.3.Do not use bedding sand to fill depressions in the base surface.B. Place units hand tight without using hammers. Make horizontal adjustments to placement of laid pavers with rubber hammers and pry bars as required.C. Provide joints between pavers per manufacturer's recommendations. No more than 5% of the joints shall exceed 1/4 in. (6 mm) wide to achieve straight bond lines.D. Joint (bond) lines shall not deviate more than ±1/2 in. (±15 mm) over 50 ft. (15 m) from string lines.E. Fill gaps at the edges of the paved area with cut pavers or edge units.F.Cut pavers to be placed along the edge with a [double blade paver splitter or] masonry saw.G. Adjust bond pattern at pavement edges such that cutting of edge pavers is minimized. All cut pavers exposed to vehicular tires shall be no smaller than one-third of a whole paver. \H. Keep equipment off newly laid pavers that have not received initial compaction and joint sand.I. Use a low-amplitude plate compactor capable of at least minimum of 4,000 lbf (18 kN) at a frequency of 75 to 100 Hz to vibrate the pavers into the sand. Remove any cracked or damaged pavers and replace with new units.J. Simultaneously spread, sweep and compact dry joint sand into joints continuously until full. This will require at least 4 to 6 passes with a plate compactor. Do not compact within 6 ft (2 m) of unrestrained edges of paving units.K. All work within 6 ft. (2 m) of the laying face must shall be left fully compacted with sand-filled joints at the end of each day or compacted upon acceptance of the work. Cover the laying face or any incomplete areas with plasticsheets overnight if not closed with cut and compacted pavers with joint sand to prevent exposed bedding sand from becoming saturated from rainfall.L. Remove excess sand from surface when installation is complete.M. Surface shall be broom clean after removal of excess joint sand.3.05 FIELD QUALITY CONTROLA. The final surface tolerance from grade elevations shall not deviate more than ±3/8 in. (±10 mm) under a 10 ft (3 m) straightedge.B. Check final surface elevations for conformance to drawings.C. The surface elevation of pavers shall be 1/8 in. to 1/4 in. (3 to 6 mm) above adjacent drainage inlets, concrete collars or channels.D. Lippage: No greater than 1/8 in. (3 mm) difference in height between adjacent pavers.3.06 [CLEANING] [SEALING] [JOINT SAND STABILIZATION]A. Clean & Seal concrete pavers in accordance with the manufacturer's written recommendations.3.07 PROTECTIONA. After work in this section is complete, the General Contractor shall be responsible for protecting work from damage due to subsequent construction activity on the site.3. Excavation: Excavate and remove remainder of road section from landscape areas including, but not limitedto: base rock, sand, and non-organic material down to native soil or up to a thickness of 36". All excavatedmaterial shall be removed off-site or an otherwise owner approved location.4. Import Backfill Soil: Imported soil shall conform to Standard Specifications for Public Works (Greenbook)Section 212. All imported soils shall be Class "A" Topsoil as indicated in this section.f. Turf sodded areas shall be rolled over with turf roller after installation to insure smooth and even grades.1RECORD DWG MARKUPS02/12/15SHEET ORIGINALLY PROVIDED IN PRADO SEGMENT "A" PLANS
STANDARD NOTES FOR NEW IRRIGATION SYSTEMS1.THE CITY MUST INSPECT AND/OR VERIFY:·PRESENCE OF PROPER BACKFLOW PREVENTION DEVICE AT ALL POTABLE WATER POINTS OFCONNECTION.·NEW UNDERGROUND PIPING (MATERIALS, BURIAL DEPTH, CLEARANCES, LABELING, SLEEVING).·INSTALLATION OF SIGNS, TAGS AND CONTROLLER DECALS.·REQUIRED TEMPORARY CONNECTION TO POTABLE WATER IN ORDER O CONDUCT REQUIREDCROSS-CONNECTION TEST.2. SITE MUST PASS A REQUIRED CROSS-CONNECTION TEST PERFORMED BY A CERTIFIED AWWACROSS-CONNECTION SPECIALIST. IF POTABLE WATER IS NOT PRESENT AND/OR USED AT THE SITE,THE CROSS-CONNECTION TEST MAY BE WAIVED. CONTACT THE CITY UTILITIES DEPARTMENT TODISCUSS TESTING REQUIREMENTS AT (805) 781-7239.3. NEW METER INSTALLATION - PRIOR TO RECEIVING RECYCLED WATER, THE CITY MUST INSPECT THEDISCONNECTION OF THE SITE'S IRRIGATION SYSTEM FROM THE TEMPORARY POTABLE WATERSUPPLY, AND THEN INSPECT THE CONNECTION OF THE SYSTEM TO THE RECYCLED WATER SUPPLY.4. ALL ON-SITE BURIED RECYCLED WATER PIPING SHALL BE IDENTIFIED BY ONE OF THE FOLLOWINGMETHODS:·USING PURPLE-COLORED PVC PIPE WITH CONTINUOUS WORDING: "CAUTION - RECYCLED WATER"OR "CAUTION - RECLAIMED WATER" PRINTED ON OPPOSITE SIDES OF THE PIPE. PIPE SHALL BELAID WITH WORDING FACING UPWARDS.·USING PURPLE-COLORED POLYWRAP SLEEVE OVER THE PIPE. POLYWRAP SLEEVE SHALL HAVECONTINUALLY REPEATING WORDING: "CAUTION - RECYCLED WATER" OR "CAUTION - RECLAIMEDWATER" PRINTED ON OPPOSITE SIDES.·WARNING TAPE WITH A MINIMUM WIDTH OF THREE INCHES (3") READING, "CAUTION - RECYCLEDWATER" OR "CAUTION - RECLAIMED WATER" (IN BLACK OR WHITE LETTERING ON PURPLEBACKGROUND) SHALL RUN CONTINUOUSLY ON TOP OF PIPING AN SHALL BE ATTACHED TO PIPINGWITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE (5') ONCENTER.5. ALL ON-SITE RECYCLED WATER PIPING SHALL BE BURIED TO A MINIMUM DEPTH FROM FINISHEDGRADE TO TOP OF PIPE (MINIMUM COVER) OF:·PRESSURIZED LINES 3 INCHES AND LARGER - 24 INCHES·PRESSURIZED LINES 2 12 INCHES AND SMALLER - 18 INCHES·INTERMITTENT PRESSURE LINES - 12 INCHES6. ALL RECYCLED WATER PIPING OTHER THAN PVC PIPING WITH SOLVENT WELDED JOINTS SHALL BEPROTECTED AGAINST MOVEMENT WITH THRUST BLOCKS OR RESTRAINED JOINTS OR OTHERAPPROVED METHOD PER THE CITY OF SAN LUIS OBISPO REQUIREMENTS.7. MAINTAIN A 10-FOOT HORIZONTAL SEPARATION BETWEEN BURIED PRESSURIZED RECYCLED WATERIRRIGATION PIPING AND BURIED POTABLE WATER PIPING UNLESS OTHERWISE NOTED. AT PIPECROSSINGS, BURIED PRESSURIZED RECYCLED WATER IRRIGATION PIPING MUST BE 12 INCHESBELOW POTABLE WATER LINES. PRESSURIZED RECYCLED WATER PIPELINES ARE ALLOWED OVERPOTABLE WATER PIPELINED WITH A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION IF A FULLSTANDARD PIPE LENGTH IS CENTERED OVER THE CROSSING, OF THE RECYCLED WATER PIPELINE ISINSTALLED IN A PIPE SLEEVE WHICH EXTENDS A MINIMUM OF 10 FEET ON EITHER SIDE OF THEPOTABLE WATER PIPING. INTERMITTENTLY PRESSURIZED IRRIGATION LINES MAY BE LOCATED AMINIMUM OF 12 INCHES ABOVE POTABLE WATER PIPELINES WITHOUT SLEEVING.8. ALL RECYCLED WATER SYSTEM REMOTE CONTROL VALVES, ISOLATION VALVES, QUICK COUPLINGVALVES, STRAINERS, AND PRESSURE-REGULATING VALVES SHALL BE INSTALLED BELOW GRADE INVALVE BOXES (WITH PURPLE-COLORES BOXES AND LIDS). VALVE BOXES SHALL HAVE A WARNINGLABEL OR NAMEPLATE PERMANENTLY MOLDED INTO OR ATTACHED ONTO THE LID WITH RIVETS,SCREWS, OR BOLTS. WARNING LABELS SHALL BE PER CITY OF SAN LUIS OBISPO STANDARDDETAILS.9. NO HOSE BIBS ARE ALLOWED ON THE RECYCLED WATER IRRIGATION SYSTEM.10. ALL RECYCLED WATER METERS, DEVICES AND VALVES (E.G. ISOLATION VALVES, IRRIGATIONCONTROLLERS, REMOTE CONTROL VALVES, PRESSURE REGULATING VALVES, QUICK COUPLINGVALVES, ETC.) SHALL BE TAGGED PER CITY OF SAN LUIS OBISPO STANDARD DETAILS.11. RECYCLED WATER ADVISORY SIGNS CONFORMING TO THE DETAILS AND SPECIFICATIONS ON THECITY OF SAN LUIS OBISPO-APPROVED IRRIGATION PLANS SHALL BE POSTED PER LOCATIONSSHOWN ON THOSE IRRIGATION PLANS.12. INSTALLATION OF DIRECT INJECTION SYSTEMS ON THE RECYCLED WATER IRRIGATION SYSTEM ISNOT PERMITTED.13. NO DRINKING FOUNTAINS OR EATING AREAS ARE ALLOWED IN THE APPROVED RECYCLED WATERUSE AREA UNLESS ADEQUATELY PROTECTED FROM OVERSPRAY.14. ALL RECYCLED WATER METERS WILL BE SET BY THE CITY AFTER THE SITE'S OWNER, DEVELOPER,OR CONTRACTOR HAS APPLIED FOR RECYCLED WATER SERVICE WITH THE CITY, THE WATERSERVICE AGREEMENT HAS BEEN APPROVED (IF APPLICABLE), AND ALL APPLICABLE FEES HAVEBEEN PAID.15. NO OVERSPRAY OR RUNOFF OF RECYCLED WATER IS ALLOWED ON ANY NON-APPROVED USE AREA.PONDING OF RECYCLED WATER DUE TO IRRIGATION IS NOT ALLOWED IN ANY AREA. UPONRECEIVING RECYCLED WATER, THE ON-SITE RECYCLED WATER IRRIGATION SYSTEM MUST PASS ACOVERAGE TEST CONDUCTED BY THE CITY OF SAN LUIS OBISPO INSPECTOR OR DESIGNEE.16. CONTRACTOR SHALL SUBMIT AS-BUILT IRRIGATION PLANS TO THE CITY OF SAN LUIS OBISPOINSPECTOR WITHIN 90 DAYS OF SITE RECEIVING RECYCLED WATER.IRRIGATION SPECIFICATIONSA. General:1. Coordinate all work with Owner.2. Accommodate all other trades.3. Continuously clean site of construction debris and trash generated in executing the Work.4. Contractor shall install a fully automatic irrigation system providing 100% coverage to all shrub, tree and seededplantings.5. Warranty Period: The Contract shall warrant that the complete installation is free from defects in materials andworkmanship for a period of one year from acceptance by the Owner. Contract agrees to repair or replace to thesatisfaction of the Owner all defects in materials and workmanship during this warranty period.6. Submittalsa. Product Data.b. Manufacturer's Installation Instructions.c. Operation and Maintenance Data.d. Shop Drawings: Backflow prevention assembly; pump system assembly, controller assembly includingelectrical.e. Layout plan for point of connection, backflow devices, electrical, and controller.7. Project Record Documentsa. Accurately record actual locations of piping system, valves, controllers, control wire, backflow preventionassemblies and other equipment of the completed system.b. Draft "as-built" conditions on Owner-provided reproducible. Use ink, dimension from 2 permanentreference points.B. Materials and Products:1. Pipe and Fittings Schedule:a. Mainline: Schedule 40 PURPLE PVC Pipe: ASTM D1785 listed with NSF-PW Standard 61 and Standard 14.b. Lateral Lines: Schedule 40 PURPLE PVC Pipe: ASTM D2241 listed with NSF-PW Standard 61 and Standard 14.c. Pipe Sleeving: Schedule 40 PVC PURPLE PVC Pipe.d. Fittings: Schedule 40 PVC, per ASTM D2466 listed with NSF-PW Standard 61 and Standard 14 unlessnoted otherwise.e. Drip Line Tubing: As specified in the Irrigation legend. Provide fittings from same manufacturer as drip linetubing.f. Flexible PVC Pipe: Agricultural Products Inc. 1174AG, Heavy Wall IPS Flex Vinyl (PVC) Pipe (C).(1)1/2” IPS: 0.840” O.D., 0.147” wall thickness(2)3/4” IPS: 1.05” O.D., 0.154” wall thickness(3)1” IPS: 1.315” O.D., 0.179” wall thicknessg. Pipe Exposed to Sunlight: As indicated in applicable details of a type that is resistant to UV radiation andof suitable strength for specific application.h. See details for additional requirements.2. Controller: As specified on the Drawings.3. Remote Control Valve Wire:a. Wire: Minimum 16 AWG UFb. Wire Connectors: 3M DBY or DBR splice kits.4. Valves:a. Remote Control Valves: As specified on the Drawings.b. Drip Zone Valve Kit: As specified on the Drawings.c. Gate Valves: As specified on the Drawings, size as required.d. Master Valve: As specified on the Drawings.5. Spray Heads: As specified on the Drawings.6. Drip Emitters: As specified on the Drawings7. Bubblers: As specified on the Drawings8. Backflow Prevention Assembly: As specified on the Drawingsa. Enclosure: Strong Box SBBC-60ALHP, PC-BF75 factory painted to match color of the powder coat of thecontroller enclosure.b. Insulation Bag: Weather Guard Blanket, sized to fit backflow device.9. Quick Coupler: Non Potable. As specified on the Drawings10. Valve boxes: As indicated below. Provide extensions by same manufacturer as required and stamp cover withidentification of equipment or valve and controller number as applicable.a. Remote Control Valves: Carson 1220 with T-cover and Bolt Down Loc-Kit and 6” extension, purple.b. Drip Assembly Valves: Carson 1220 with T-cover and Bolt Down Loc-Kit and 6” extension, purple.c. Quick Coupler Valves: Carson 910 with T-cover and Bolt Down Loc-Kit, purple.d. Gate Valves: Carson 1220 with T-cover and Bolt Down Loc-Kit, purple.C. Installation1. Water Service: Connect to existing water service where shown on drawings. Provide gate valve(s) as shown on plansto isolate the irrigation mainline.2. Controller: Four existing controllers exist on site at the pool house. Adequate stations shall be available for this phase. Wire only one valve per station. Maintain connection to electrical supply. Conform to applicable regulations and codes.All high voltage electrical work shall be performed by properly licensed electricians.3. Remote control Valve Wiring: Install in Schedule 40 conduit when above grade. Run a separate pilot wire to eachcontrol valve. Do not splice between controller and valves. Coordinate wall penetration with Owner as directed.4. Remote Control/ Drip Zone Valves: Locate as directed. Flush mainline of all debris before installing valves. Complywith manufacturer's standard details.5. Piping: Purple Pipe. Comply with manufacturer's recommendation. Back fill with clean granular clear free of debris, rocks, andother deleterious material. Provide a uniform bearing surface for pipe. Provide sand bedding for main whereconditions warranted due to rocky conditions and where native soil is not suitable backfill. Compact backfill asrequired to prevent settling. Provide sleeving per Details. Install to the following depths:a. Mainline: Provide 18” cover.b. Lateral Lines: Provide 12” cover.6. Drip Manifold Assembly: Per manufacturer's printed instructions and Drawings. Layout pipe in orderly manner andas required to provide emitters or bubblers to each plant within the irrigated zone. Field mark example typical layoutfor review by Engineer and City prior to installation of system.7. Backfillinga. Backfill only after specified tests have been performed and Engineer's acceptance has been obtained.b. Clean trenches of debris and rocks.c. Backfill with approved granular sandy material free of rocks, sticks, debris and other deleterious material.8. Field Quality Controla. Tests: The following tests shall be performed by the Contractor and observed by the Engineer. Contractorshall supply all equipment necessary for conducting tests.(1)Pressure Testing: Comply with City Standards.(1)rrigation system shall pass pressure test prior to placement of concrete or other finish surfaces.(2)Coverage test: Operate system to test irrigation coverage in presence of Engineer. Makeadjustments to nozzle sizes, radius, degree of arc, head locations, and operating pressure asrequired to provide 100% coverage with distribution uniformity that meets or exceeds industrystandards and all governing regulation or ordinance.(3)All tests that fail will require additional testing at Contractor's expense, including Engineer's timeand expenses, until accepted by the Engineer.9. Adjustinga. Adjust control system to achieve time cycles required to deliver proper precipitation rates for the variousplanting types. Adjust sequencing of stations such that the required watering can be accomplished duringthe Owner-specified watering time window.10. Installer's Field Servicesa. Prepare and start systems.b. Provide one complete spring startup and one winterization procedure. Conduct these operations withOwner's personnel present and instruct them on the required procedures.11. Demonstrationa. Instruct Owner's personnel in operation and maintenance of system, including adjusting of sprinkler heads.Use operation and maintenance material as basis for demonstration.L-3.2C.D.M.P.Chris DufourIRRIGATION SPECIFICATIONS
CITY STANDARD NOTES FOR RECLAIMED WATER1012018SHEETJOB NUMBERCAD FILEDATEDRAWN BYCHECKED BYPROJECT MANAGERNO.DATEREVISION1011012-Prado-RS.dwgA California Corporation | Victor Montgomery, Architect #C11090 | Jerry Michael, PE #36895, LS #6276 | Jeff Ferber, LA #2844
P: (805) 543-1794 | F: (805) 543-4609 | www.rrmdesign.com
3765 South Higuera St., Ste. 102, San Luis Obispo, CA 93401
PRADO ROAD EXTENSION
PRADO ROAD SEGEMENT A
OF THE DELIVERY PLANNovember 5, 2015General Note: All valve boxes located in paving shall be of concrete material per City of SLO standard.1RECORD DWG MARKUPS02/12/15SHEET ORIGINALLY PROVIDED IN PRADO SEGMENT "A" PLANS