Agenda packet, regular meeting — Sierra Madre City Council, February 24, 2026 (part 2 of 5)

SUNNYSIDE AVE. W. SUNNYSIDE RD
PROPERTY ADDRESS: 700 N. SUNNYSIDE AVE., SIERRA MADRE, CA 91024 ASSESORS ID NUMBER(S): 5761-002-009 SITE INFORMATION LANDSCAPE TITLE SHEET TS-01 LC-03 LI-03 LP-03 GMP, INC. 3176 LIONSHEAD AVE, SUITE 102
CARLSBAD, CA. 92010 858.558.8977 TOLL BROTHERS 11280 CORBIN AVENUE NORTHRIDGE, CA 91326 818.332-7240 PLANS PREPARED FOR: PLANS PREPARED BY: TOLL BROTHERS 11280 CORBIN AVENUE NORTHRIDGE, CA 91326 818.332-7240 TOLL BROTHERS 11280 CORBIN AVENUE NORTHRIDGE, CA 91326 818.332-7240 TOLL BROTHERS 11280 CORBIN AVENUE NORTHRIDGE, CA 91326 818.332-7240 NUWI Sierra Madre, LLC. 2001 Wilshire Blvd. Suite 401 Santa Monica, CA 90403 818 / 366-1132 CODE DESCRIPTION DETAIL CURB AND GUTTER PER CIVIL PLANS SITE UTILITY STRUCTURE/ APPURTENANCE PER CIVIL PLANS RETAINING WALL PER CIVIL PLANS BASIN WALL PER CIVIL PLANS ADA RAMP PER CIVIL PLANS MODULAR RESTROOM - SEE AMENITIES SCHEDULE CONCRETE SIDEWALK A/LC-04 ENHANCED CONCRETE PAVING A/LC-04 LABYRINTH - COBBLE PAVERS B/LC-04 LABYRINTH - COBBLE PAVER EDGING B/LC-04 CONCRETE STEPS WITH DECORATIVE HANDRAIL C/LC-04 CONCRETE RAMP WITH HANDRAIL E/LC-04 SEAT/PLANTER WALL D/LC-04 PICNIC TABLE - STANDARD PICNIC TABLE - ADA BENCH - ADENVILLE TRASH RECEPTACLE RECYCLING RECEPTACLE BIKE RACK PLAYGROUND CHIPS - DRIED/NON FLOATING TOT LOT `A` - SEE AMENITIES SCHEDULE TOT LOT `B` - SEE AMENITIES SCHEDULE TOT LOT 'C' -SEE AMENITIES SCHEDULE BOULDERS -UTILIZE STONE FROM SITE - ALTERNATE : TOPANGA BOULDERS - SOUTHWEST BOULDER AND STONE - SIZE AS NOTED ON PLAN RIVER ROCK - UTILIZE STONE FROM SITE- ALTERNATE - DEL RIO PEBBLE 1"-4" - SOUTHWEST BOULDER AND STONE BEND-A-BOARD HEADER OR EQUAL F/LC-04 PARK SIGNAGE - TBD 42" HT. TUBULAR STEEL FENCE - REFERENCE FENCE AND WALL PLANS VERDURA PLANTABLE REFERENCE SOIL RETENTION SYSTEMS PLANS FOR CONSTRUCTION COMMUNITY PILASTER REFERENCE FENCE AND WALL PLANS FIRE MANAGEMENT ZONE (FMZ) - ONSITE 0-100 FT GABION SEAT WALL G/LC-04 CONSTRUCTION SCHEDULE 1234567891011121314151617181920212223242526272829303132 SYM. DESCRIPTION MATERIAL MFG. MODEL #. COLOR FINISH COMMENTS MODULAR RESTROOM (541) 496-3541 [email protected] - A-1 A-2 A-3 A-4 A-5 AMENITIES SCHEDULE SUPPLIER ROMTEC DETAIL SINGLE RESTROOM A-6 A-7 PREFAB. ROMEC A-8 2003 TBD - TOT LOT 'A' CLASSIC TIMBERFORM PLAY STACK TIMBERFORM PLAY STACK NATURAL 4500-403 NATURAL WOOD - TOT LOT - 'B' TOT LOT - 'C" PICNIC TABLE - ADA BENCH ADENVILLE QCP. CORP. Q1AV78B QCP. CORP. LATTE CRAFTSMAN ETCH CONCRETE TRASH RECPTACLE SUPPLIER CLASSIC TIMBERFORM - NATURAL ROUND STEPPERS NATURAL WOOD TIMBERFORM 1501 - COLUMBIA CASCADE COLUMBIA CASCADE CLASSIC TIMBERFORM - LOG SCRAMBLE LOG SCRAMBLE NATURAL 4500-305 NATURAL WOOD TIMBERFORM COLUMBIA CASCADE - PICNIC TABLE A-7 RECYCLING RECEPTACLE ELEVAIRE WASTE CONTAINER QCP. CORP. QS-ELEV2436W QCP. CORP. LATTE -Z22 GFRC SANDSTONE ELEVAIRE WASTE CONTAINER QCP. CORP. QS-ELEV2436W QCP. CORP. LATTE -Z22 GFRC SANDSTONE BLUE LID QCP - CONTACT SCOTT ULRICH (760) 500-8609 BLACK LID QCP - CONTACT SCOTT ULRICH (760) 500-8609 QCP - CONTACT SCOTT ULRICH (760) 500-8609 QCP - CONTACT SCOTT ULRICH (760) 500-8609 QCP - CONTACT SCOTT ULRICH (760) 500-8609 AMENITIES SCHEDULE LBT QCP. CORP. Q-LBT102PTADA QCP. CORP. LATTE CRAFTSMAN ETCH CONCRETE LBT QCP. CORP. Q-LBT96PT QCP. CORP. LATTE CRAFTSMAN ETCH CONCRETE A-8 BIKE RACKS CYCLOOPS ARCH CYCLOOPS 2178-84 COLUMBIA CASCADE GREEN POWDER COATED STEEL PIPE (800)547-1940 (800)547-1940 (800)547-1940 (800)547-1940 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK02 LANDSCAPE CONSTRUCTION LEGEND LC-00 NOTE: SEE SHEET LC-01 FOR PAVING FINISH SCHEDULE LOT 43 1116.00
5'-1012" 8 7 16 16 16 3 2 8 2 2 16 8 27 25 A-7 A-7 A-7 A-7 P-3P-3 P-3 4 P-2 P-3 8 2 1 2 2 2 2' 4' 4' 4' 4' 5' 5'* * * 27 27 27 28 28 29 2 13 4 4 8 P-3 P-3 8 8 26 32 R9'-0" 5'-0" SYM. DESCRIPTION COLOR FINISH MFG./SUPPLIER THK. REINF. JOINTS DETAIL COMMENTS CONCRETE PAVING PER SOILS REPORT PER DETAIL 14" RAD. TOOLED EDGE - - CONCRETE PAVING LIGHT BROOM FINISH - PER SOILS REPORT PER DETAIL ENHANCED CONCRETE PAVING DS TOP-CAST #25 DAYTON SUPERIOR PER SOILS REPORT PER DETAIL PRECASET CONCRETE PAVERS - FIELD SMOOTH TECHO-BLOCK PER SOILS REPORT 14" RAD. TOOLED EDGE 14" RAD. TOOLED EDGE P-1 P-2 P-3 P-4 PAVING FINISH SCHEDULE -- NATURAL GRAY DAVIS COLORS MESA BUFF CHESTNUT BROWN DAVIS COLORS DS TOP-CAST #5 MESA BUFF DAYTON SUPERIOR -- VILLAGIO CONCRETE PAVERS - EDGING BEVELED / PERMIABLE TECHO-BLOCK PER SOILS REPORT P-5 ONYX BLACK FILL WITH ROMEX D1 FILL WITH ROMEX D1 PER DETAIL PER DETAIL MATCHLINE - SEE LC-2 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 10 5 0 20 SCALE: 1"=10'-0" 10 30 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK03 REFERENCE ONSITE LANDSCAPE ARCHITECTURAL PLANS FOR THE MEADOWS NOTE: REFERENCE WALL, FENCE AND ENTRY MONUMENT PLANS FOR CONSTRUCTION OF FENCING. LANDSCAPE CONSTRUCTION PLAN LC-01 CODE DESCRIPTION DETAIL CURB AND GUTTER PER CIVIL PLANS SITE UTILITY STRUCTURE/ APPURTENANCE PER CIVIL PLANS RETAINING WALL PER CIVIL PLANS BASIN WALL PER CIVIL PLANS ADA RAMP PER CIVIL PLANS MODULAR RESTROOM - SEE AMENITIES SCHEDULE CONCRETE SIDEWALK A/LC-04 ENHANCED CONCRETE PAVING A/LC-04 LABYRINTH - COBBLE PAVERS B/LC-04 LABYRINTH - COBBLE PAVER EDGING B/LC-04 CONCRETE STEPS WITH DECORATIVE HANDRAIL C/LC-04 CONCRETE RAMP WITH HANDRAIL E/LC-04 SEAT/PLANTER WALL D/LC-04 PICNIC TABLE - STANDARD PICNIC TABLE - ADA BENCH - ADENVILLE TRASH RECEPTACLE RECYCLING RECEPTACLE BIKE RACK PLAYGROUND CHIPS - DRIED/NON FLOATING TOT LOT `A` - SEE AMENITIES SCHEDULE TOT LOT `B` - SEE AMENITIES SCHEDULE TOT LOT 'C' -SEE AMENITIES SCHEDULE BOULDERS -UTILIZE STONE FROM SITE - ALTERNATE : TOPANGA BOULDERS - SOUTHWEST BOULDER AND STONE - SIZE AS NOTED ON PLAN RIVER ROCK - UTILIZE STONE FROM SITE- ALTERNATE - DEL RIO PEBBLE 1"-4" - SOUTHWEST BOULDER AND STONE BEND-A-BOARD HEADER OR EQUAL F/LC-04 PARK SIGNAGE - TBD 42" HT. TUBULAR STEEL FENCE - REFERENCE FENCE AND WALL PLANS VERDURA PLANTABLE REFERENCE SOIL RETENTION SYSTEMS PLANS FOR CONSTRUCTION COMMUNITY PILASTER REFERENCE FENCE AND WALL PLANS FIRE MANAGEMENT ZONE (FMZ) - ONSITE 0-100 FT GABION SEAT WALL G/LC-04 CONSTRUCTION SCHEDULE 1234567891011121314151617181920212223242526272829303132 LOT 43 10 9 2 16 16 16 7 7 A-7 A-7 P-5 P-4 P-2 P-2 8 7 P-2 4 2 2 5'-6" * 5' * 27 27 5' 28 29 29 13 4 13 8 8 4 26 SYM. DESCRIPTION COLOR FINISH MFG./SUPPLIER THK. REINF. JOINTS DETAIL COMMENTS CONCRETE PAVING PER SOILS REPORT PER DETAIL 14" RAD. TOOLED EDGE - - CONCRETE PAVING LIGHT BROOM FINISH - PER SOILS REPORT PER DETAIL ENHANCED CONCRETE PAVING DS TOP-CAST #25 DAYTON SUPERIOR PER SOILS REPORT PER DETAIL PRECASET CONCRETE PAVERS - FIELD SMOOTH TECHO-BLOCK PER SOILS REPORT 14" RAD. TOOLED EDGE 14" RAD. TOOLED EDGE P-1 P-2 P-3 P-4 PAVING FINISH SCHEDULE -- NATURAL GRAY DAVIS COLORS MESA BUFF CHESTNUT BROWN DAVIS COLORS DS TOP-CAST #5 MESA BUFF DAYTON SUPERIOR -- VILLAGIO CONCRETE PAVERS - EDGING BEVELED / PERMIABLE TECHO-BLOCK PER SOILS REPORT P-5 ONYX BLACK FILL WITH ROMEX D1 FILL WITH ROMEX D1 PER DETAIL PER DETAIL REFERENCE ONSITE LANDSCAPE ARCHITECTURAL PLANS FOR THE MEADOWS MATCHLINE - SEE LC-01 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 10 5 0 20 SCALE: 1"=10'-0" 10 30 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK04 NOTE: FOR FULL CONSTRUCTION LEGEND NOTF: SEE SHEET LC-00 LANDSCAPE CONSTRUCTION PLAN LC-02 MATCHLINE - SEE LC-01
NOTE: REFERENCE WALL, FENCE AND ENTRY MONUMENT PLANS FOR CONSTRUCTION OF FENCING.

T R 21'-3" 78'-9" 6 2 2 1 19 19 24 5 7 1 21 23 22 22 11 12 26 24 24 24 14 A-6 24 A-5 15 A-3 A-2 A-4 A-3 P-2 P-2 A-8 A-8 A-1 17 18 A-8 A-9 2 20 4 4 A-5 14 26 25 26 5' * * 27 27 2' 2' 2' 2' 2' 2' 3' 3' 4' 2' 3' 2' 28 29 2 30 138 8 P-3 4 31 SYM. DESCRIPTION COLOR FINISH MFG./SUPPLIER THK. REINF. JOINTS DETAIL COMMENTS CONCRETE PAVING PER SOILS REPORT PER DETAIL 14" RAD. TOOLED EDGE - - CONCRETE PAVING LIGHT BROOM FINISH - PER SOILS REPORT PER DETAIL ENHANCED CONCRETE PAVING DS TOP-CAST #25 DAYTON SUPERIOR PER SOILS REPORT PER DETAIL PRECASET CONCRETE PAVERS - FIELD SMOOTH TECHO-BLOCK PER SOILS REPORT 14" RAD. TOOLED EDGE 14" RAD. TOOLED EDGE P-1 P-2 P-3 P-4 PAVING FINISH SCHEDULE -- NATURAL GRAY DAVIS COLORS MESA BUFF CHESTNUT BROWN DAVIS COLORS DS TOP-CAST #5 MESA BUFF DAYTON SUPERIOR -- VILLAGIO CONCRETE PAVERS - EDGING BEVELED / PERMIABLE TECHO-BLOCK PER SOILS REPORT P-5 ONYX BLACK FILL WITH ROMEX D1 FILL WITH ROMEX D1 PER DETAIL PER DETAIL MATCHLINE - SEE LC-2 03 REFERENCE ONSITE LANDSCAPE ARCHITECTURAL PLANS FOR THE MEADOWS NOTE: REFERENCE WALL, FENCE AND ENTRY MONUMENT PLANS FOR CONSTRUCTION OF FENCING. LANDSCAPE CONSTRUCTION PLAN LC-03 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 10 5 0 20 SCALE: 1"=10'-0" 10 30 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK03 LANDSCAPE CONSTRUCTION PLAN LC-03 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK06 CONCRETE PAVING WITH TOOLED JOINTS SCALE: 1 1/2" = 1'-0" END SECTION RUNNING SECTION 2" DETAIL LEGEND 1234567 CONTROL JOINT, 14" RAD. TOOLED EDGE, 12" DEEP, 5' O.C. UNLESS NOTED 14" PRE-MOLDED EXP. JOINT, 14" RAD. TOOLED EDGE, 20' O.C. UNLESS NOTED, CAULK TO MATCH PAVING 4" CONC. PAVING, COLOR AND FINISH PER NOTES COMPACTED SUB-GRADE PER SOILS REPORT CONCRETE CURB WHERE OCCURS FINISH GRADE 1" @ TURF, 2" @ SHRUB AREAS WIDTH PER PLANS 2" THICK SAND BASE OR AS PER SOILS REPORT 6x6/10-10 W.W.M. CENTERED IN PAVING NOTE: SAND BASE AND AGGREGATE BASE THICKNESS SHALL BE DETERMINED BY SOILS REPORT AND "R" VALUE TESTING 89 1 9 2 54 6 9 3 8 7 348 A P-2400902-CN-08 LANDSCAPE CONSTRUCTION DETAILS LC-04 CONCRETE GUTTER BY OTHERS CONCRETE PAVERS OR BRICK OVER SAND BASE, DEPTH PER SOILS REPORT. CURB BY OTHERS COMPACTED SUB-GRADE PER SOILS REPORT ASPHALT PAVING BY OTHERS BASE MATERIAL PER SOILS REPORT SOLDIER COURSE PAVER VEHICULAR CONCRETE BAND, THICKNESS AS PER SOILS REPORT (SCORE AT 36" O.C. MINIMUM OR AS SHOWN ON PLAN) #4 REBAR CONTINUOUS, 18" LAP MIN. (2) IN 2' WIDE CONC. BANDS (1) IN 18" TO 6" WIDE CONC. BANDS 1" SAND LEVELING BASE PLANTING AREA MORTAR BASE ADJACENT TO ALL PLANTING AREAS 9" SECTION PER PLAN
3" 5 8 9 7 2 6 1 7 2 3 4 6 10 10 3" 11 12 7 (PEDESTRIAN SECTION PAVERS) NOTE: - SAND BASE AND BASE MATERIAL THICKNESS SHALL BE DETERMINED BY SOILS REPORT, 'R' VALUE TESTING & THE RECOMMENDATION OF THE PAVER MANUFACTURER - SEAL ALL CONCRETE PAVERS WITH BP PRO ENHANCER PER MANUF. RECOMMENDATIONS. - SEAL ALL BRICK PAVERS WITH 'PROSOCO SILOXAINE PD' PER MANUFACTURERS RECOMMENDATION. - INSTALL TAN 'TECHNI-SEAL' POLYMERIC SAND JOINT MATERIAL BETWEEN PAVERS 4" 4 2 10 VEHICULAR SECTION VEHICULAR 7 4 PRECAST PAVERS/BRICKS OVER SAND SCALE: 3/4" = 1'-0" DETAIL LEGEND 234156789101112 B P-2400902-CN-07 2" DIAMETER PVC SLEEVE. CONTRACTOR SHALL SET SLEEVE 12" BELOW FINISHED SURFACE OF CONCRETE. QUICK SET POST 12" DEEP WITH POR-ROK OR APPROVED EQUAL, KEEP POR-ROK 12" FROM PAVING SURFACE, USE ELASTOMERIC CAULK TO FILL GAP, COLOR TO MATCH PAVING REFERENCE STEP ELEVATION WITH ACCENT TILE DETAIL F/LC-09 NOTES: SEE CONSTRUCTION PLAN FOR COLOR & FINISH OF PAVING. CONCRETE STEPS & CHEEKWALL SHALL MATCH THE ADJ. PAVING RISER HEIGHT MAY VARY FROM 5" TO 7" DEPENDING ON THE DIFFERENCE IN ELEVATION BETWEEN LANDINGS (SEE CIVIL ENGINEER'S PLAN FOR NUMBER OF RISERS); RISERS IN A GIVEN SET OF STAIRS SHALL HAVE A CONSISTENT HEIGHT. ALL STEEL SHALL FINISHED PER EXTERIOR COLOR AND MATERIAL KEY ON ARCHITECTURAL PLANS - EXTERIOR ELEVATIONS - SHEET: A2.010 TACK WELD TO SUPPORT - ALL METAL CONNECTIONS SHALL BE CONTINUOUSLY WELDED & GROUND SMOOTH HANDRAILS ARE REQUIRED FOR ALL STAIRS WHICH HAVE (4) OR MORE RISERS HANDRAIL SHALL BE CONSTRUCTED PER CALIFORNIA BUILDING CODE SECTION 1133B.5 & FIGURE 11B-39 ON PAGE 579, FIGURE 11B-39 ON PAGE 578 & 11B-27 ON PAGE 567 OF THE C.B.C. 112" TYP. 36"
4" 12"
12"
4"
12" 9" 12" 12"+TREAD WIDTH 4" R12"
8"6" SECTION PLAN SEE PLANS FOR DIMENSION
12" 12"+TREAD WIDTH
PAVING (SEE CONSTRUCTION PLAN)EXPANSION JOINT (SEE CONCRETEPAVING DETAIL) #3 REBAR CONTINUOUS AT NOSE OF EACH STEP #3 REBAR 24" O.C. BOTH WAYS; HOLD IN CENTER OF POUR AND A MIN. OF 3" CLEAR FROM EDGES CONCRETE STEPS, COLOR & FINISH TO MATCH ADJACENT PAVING W/ MEDIUM BROOM FINISH ON STEPS PERPENDICULAR TO THE PATH OF TRAVEL GROOVES AS PER A.D.A. REQUIREMENTS COMPACTED SUBGRADE PER SOILS REPORT 1 12" x 12" FLAT STEEL HANDRAIL #4 DOWEL 15" LONG, SLIP JOINT ONE SIDE

CONCRETE CHEEKWALL (SEE SECTION/
ELEVATION CHEEKWALL @ LEFT) TOOLED CONTROL JOINT ENTIRE LENGTH AT EACH STEP 1 12" x 1 12" SQUARE TUBULAR STEEL POST WITH DECORATIVE POST SHOE & 2" SQUARE x 12" THICK POST CAP. MID POST REQUIRED IF DISTANCE BETWEEN TOP AND BOTTOM POST IS GREATER THAN 8'-0" 1" SQUARE SOLID STEEL POST FINISHED GRADE 9" 1'-2" 4"
6" 2" 8" DEEPENED FOOTING @ TOP
& BOTTOM OF STAIR (N.T.S.) SECTION ELEVATION
DOWN
36" CHEEKWALL CHEEKWALL 1'-4"
8" 8"
1'-2"
6" PER PLAN 2% TYP. 8" NOTES: HANDRAIL SHALL BE SET IN CHEEKWALL, THERE SHALL BE NO PART OF HANDRAIL IN DIRT HANDRAIL HEIGHT SHALL BE 34" MIN. & 38" MAX. ALL METAL CONNECTIONS SHALL BE CONTINUOUSLY WELDED & GROUND SMOOTH 8" 12" MIN. 12" MIN. 1 12 2 3 4 5 6 7 8 9 9 10 11 10 123456789101112 8 13 13 1213 1 5 12 26 1 9 141012 5 1 4 7 12 10152 4 15 CONCRETE STEPS WITH DECORATIVE HANDRAIL SCALE: 1/2" = 1'-0" 14 DETAIL LEGEND 16 16 C P-2400902-CN-01 1' 24"
1'-6" 3" SEAT/PLANTER WALL SCALE: 1" = 1'-0" DETAIL LEGEND8" 132485106 913 1234567 3" THICK POURED IN PLACE CONCRETE CAP, COLOR NATURAL GREY 8x6x16 SLUMP BLOCK, COLOR: TAN GROUT ALL CELLS SOLID REINFORCED CONCRETE FOOTING # 3 REBAR CENTERED IN CAP @16" OC.C WITH BAR AT FRONT AND BACK OF CAP. #4 REBAR @ 16" O.C. MIN. AT VERT. #4 REBAR - CONT IN FOOTING HOLD 3" MIN. CLEAR FROM EDGE OF FOOTING. #3 REBAR IN BOND BEAM FINISH GRADE INSIDE OF PLANTER. FINISHED SURFACE FINISH GRADE COMPACTED SUBGRADE PER SOILS REPORT 1 CUBIC FOOT OF 3 4" WASHED GRAVEL PER LINEAR FOOT OF PIPE, WRAP WITH GEOSYNTHETIC FILTER FABRIC 4" PERFORATED RIGID DRAIN LINE CENTERED IN GRAVEL, TIE INTO ADJACENT STORM DRAIN MIRADRAIN DRAIN PANEL OR APPROVED EQUAL 8910 612" 112" 1'-4" 111213 41211 D P-2400902-CN-06 2 12" DIAMETER PVC SLEEVE. CONTRACTOR SHALL SET SLEEVE 12" BELOW FINISHED SURFACE OF CONCRETE. QUICK SET POST 12" DEEP WITH POR-ROK OR APPROVED EQUAL, KEEP POR-ROK 12" FROM PAVING SURFACE, USE ELASTOMERIC CAULK TO FILL GAP, COLOR TO MATCH PAVING FINISHED GRADE NOTE: - ALL STEEL: COLOR TO MATCH EXTERIOR COLOR AND MATERIAL KEY FOUND ON ARCHITECTURAL PLANS - EXTERIOR ELEVATIONS - SHEET A2.010 - ALL METAL CONNECTIONS SHALL BE CONTINUOUSLY WELDED & GROUND SMOOTH - SEE CONSTRUCTION PLAN FOR LENGTH OF RAMP. - SEE CONSTRUCTION PLAN FOR COLOR AND FINISH OF PAVING. CONCRETE RAMP & CHEEKWALL SHALL MATCH THE ADJACENT PAVING - HANDRAIL HEIGHT SHALL BE 34" (MINIMUM) (38" MAXIMUM) - HANDRAIL SHALL BE SET IN CONCRETE, THERE SHALL BE NO PART OF HANDRAIL IN DIRT - LANDING SHALL BE A MINIMUM OF 60" WIDE, 72" LONG AND SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION - ALL HANDRAIL COMPONENTS SHALL HAVE ALL CORNERS AND EDGES GROUND TO A 1/8" RADIUS. THERE SHALL BE NO SHARP STEEL COMPONENTS. - SEE PLAN FOR HANDRAIL LOCATION. PAVING (SEE CONSTRUCTION PLAN) EXPANSION JOINT (SEE CONCRETE PAVING DETAIL #4 REBAR DOWEL 15" LENGTH @ 24" O.C., SLIP JOINT ONE SIDE. WARNING GROOVES (SEE GROOVE DETAIL THIS SHEET) 14" STEEL WHEEL GUIDE PLATE CONCRETE RAMP (SEE CONSTRUCTION PLAN FOR CONCRETE COLOR & FINISH) (12:1 MAX. SLOPE). #3 REBAR 24" O.C. BOTH WAYS; HOLD IN CENTER OF POUR AND A MIN. OF 3" CLEAR FROM EDGES CONCRETE LANDING/PAVING PER PLAN. COMPACTED SUBGRADE PER SOILS REPORT. 1 12" x 1 12" SQUARE TUBULAR STEEL POST WITH DECORATIVE POST SHOE & 2" SQUARE x 12" THICK POST CAP. MID POST REQUIRED IF DISTANCE BETWEEN TOP AND BOTTOM POST IS GREATER THAN 8'-0" COLOR: ENDURING BRONZE SW7055 1 12" x 12" FLAT STEEL HANDRAIL, HORIZ. PORTIONS AT TOP & BOTTOM SHALL BE 12" MIN. COLOR: ENDURING BRONZE SW7055 1" SQUARE SOLID STEEL POST 567891011 13 12" MIN. 30'-0" MAX. (SEE PLAN) 36" (SEE NOTES) 3 4" O.C. WITHIN 12" BORDER 14" 14"
1 1/2" MIN. CLR. SECTION GROOVE DETAIL PLAN (N.T.S.) 6'-0" MINIMUM LANDING GROOVE DETAIL, SEE ABOVE 48" MIN. CLEAR

PER PLAN
5'-0" MIN. 12" MIN. 6" 1'-1" 4" 4"
36" (SEE NOTES) 3" MIN. TYPICAL ALL SIDES 1'-5" 12 14 DOWN TOP OF RAMP 12105 10 10 12 3 6" 2 3 1 4 7 9 13 6 7 2 4 13 1 11 6 4 8 5 8 8 11 RAMP & HANDRAIL SHALL BE CONSTRUCTED PER CALIFORNIA BUILDING CODE SECTION 1133B.5 & FIGURE 11B-39 ON PAGE 579, FIGURE 11B-39 ON PAGE 578 & 11B-27 ON PAGE 567 OF THE C.B.C. 2'-3" MAX. 111'-3" HANDRAIL AT RAMP SCALE: 1" = 1'-0" DETAIL LEGEND 2341 4"1" 12" 4" 4" E BEND-A-BOARD PLASTIC EDGING SCALE: 3/4" = 1'-0" DETAIL LEGEND 2341 BEND-A-BOARD CHART SECTION SLIP JOINT DETAIL 2 13456 4 5 2" 2" SEE CHART FOR GAP SEE CHART FOR MAX. RADIUS SEE CHART FOR MAX. CROWN LENGTH SEE CHART FOR MAX. CROWN HEIGHT ELEVATION - CROWN DIMENSIONS PLAN 1"X4" 2"X4" 1"X6" 2"X6" HDR. SIZE ACTUAL DIMENSIONS 3 1/2" X 3/4" X 20' 3 1/2" X 1 1/2" X 20' 5 1/2" X 3/4" X 20' 5 1/2" X 1 1/2" X 16' 24" 36" 24" 36" MAXIMUM RADIUS POSSIBLE MAXIMUM CROWN POSSIBLE 19" / 20' 16" / 20' 9" / 20' N/A RECOMMENDED GAP AT SLIP JOINT 1/4" - 1/2" 1/2" - 3/4" 3/4" ID X 13" 3/4" - 1" 3/4" ID X 13" 1 1/2" ID X 13" 1/2" - 3/4" N/A SLIP JOINT HAIRPIN DIMENSIONS FINISHED GRADE, GROUND COVER, PLANTING AREAS FINISHED GRADE TURF AREA FACTORY CUT THERMAL EXPANSION SLIP JOINT 7 GA. GALVANIZED STEEL HAIRPIN, SEE CHART FOR WIDTH 1"x6" BEND-A-BOARD 'MENDOCINO REDWOOD' PLASTIC HEADER BOARD PLASTIC STAKE @ 3' O.C. MAX. USE PLATED DECK SCREWS FOR ATTACHMENT INSTALLATION TIPS: 1.USE COARSE WOOD WORKING TOOLS FOR CUTTING AND DRILLINGS. 2.USE PLATED SCREWS OR RING SHANK NAILS TO JOIN BOARDS. 3.ALLOW FOR THERMAL EXPANSION AT THE SLIP BY LEAVING GAPS IN JOINTS OR AT THE END OF THE RUN. 4.DO NOT SCREW THROUGH SLIP JOINT. 56 F P-2400902-CN-05 GABION SEAT WALL SCALE: 1/2" = 1'-0" 1 3" SECTION 2'-0" 2'-0" ELEVATION PLAN VIEW DETAIL LEGEND 2341 POUR IN PLACE CONCRETE SEAT WALL CAP - COLOR: NATURAL GRAY 2" x 2" CORTEN WELD WIRE MESH 1 12 " x 1 12" x 14" CORTEN STEEL ANGLES, WELD wwm AND STRAPS TO STEEL ANGLES. FILL WITH NATURAL SITE STON FROM EXCAVATION OR UNDERGROUND WATER STORAGE TANKS. POWER WASH ALL STONE BEFORE PLACEMENT OF STONE INTO GABION CAGE. 12" x 4" REDHEAD WEDGE ANCHOR BOLT, SPACING AT 24" O.C. CONCRETE FOOTING #4 HORIZONTAL REBAR, BOTH DIRECTIONS #4 VERTICAL REBAR @ 24" O.C. 1 12" x 14" CORTEN STEEL STRAPPING - VERTICAL PLACEMENT @ 24" O.C., WELD TO ANGLE IRON AND WWM. COMPACTED SUBGRADE PER SOILS REPORT FINISH SURFACE PER PLAN 56789 10 2'-3" 71 8 1'-8" 2
3" 112" 943 65 21 7 10
1'-0" RAISED PLANTER AREA 9 2 3 1 2'-0" G P-2400902-CN-54 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK07 PORTLAND CEMENT CONCRETE PART I - GENERAL 1.1 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, APPLY TO THIS SECTION. 1.2 SUMMARY A. EXTENT OF PORTLAND CEMENT CONCRETE PAVING IS SHOWN ON DRAWINGS, INCLUDING CURBS, GUTTERS, WALKWAYS AND PAVEMENT. B. PREPARED SUB-BASE IS SPECIFIED IN DRAWINGS. 1.3 SUBMITTALS A. PROVIDE SAMPLES, MANUFACTURER'S PRODUCT DATA, TEST REPORTS, AND MATERIALS' CERTIFICATIONS AS REQUIRED IN REFERENCED SECTIONS FOR CONCRETE AND JOINT FILLERS AND SEALERS. 1.4 QUALITY ASSURANCE A. CODES AND STANDARDS: COMPLY WITH LOCAL GOVERNING REGULATIONS IF MORE STRINGENT THAN HEREIN SPECIFIED. 1.5 JOB CONDITIONS A. TRAFFIC CONTROL: MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED FOR OTHER CONSTRUCTION ACTIVITIES. PART 2 - PRODUCT 2.1 MATERIALS A. FORMS: STEEL, WOOD, OR OTHER SUITABLE MATERIAL OF SIZE AND STRENGTH TO RESIST MOVEMENT DURING CONCRETE PLACEMENT AND TO RETAIN HORIZONTAL AND VERTICAL ALIGNMENT UNTIL REMOVAL. USE STRAIGHT FORMS, FREE OF DISTORTION AND DEFECTS. 1. USE FLEXIBLE SPRING STEEL FORMS OR LAMINATED BOARDS TO FORM RADIUS BENDS AS REQUIRED. 2. COAT FORMS WITH A NON-STAINING FORM RELEASE AGENT THAT WILL NOT DISCOLOR OR DEFACE SURFACE OF CONCRETE. B. REINFORCING BARS: DEFORMED STEEL BARS, ASTM A 615, GRADE 60. C. LIQUID-MEMBRANE FORMING AND SEALING CURING COMPOUND: COMPLY WITH ASTM C 309, TYPE I, CLASS A UNLESS OTHER TYPE ACCEPTABLE TO ARCHITECT. MOISTURE LOSS NO MORE THAN 0.055 GR./SQ. CM. WHEN APPLIED AT 200 SQ. FT./GAL. 1. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 2. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: "MASTERSEAL"; MASTER BUILDERS "A-H 3 WAY SEALER"; ANTI-HYDRO WATERPROOFING CO. "ECOCURE"; EUCLID CHEMICAL CO. "CLEAR SEAL"; A.C. HORN "J-20 ACRYLIC CURE"; DAYTON SUPERIOR "SURE CURE"; KAUFMAN PRODUCTS, INC. "AR-30"; W.R. MEADOWS "SPARTAN-COTE"; THE BURKE CO. "SEALKURE"; TOCH DIV. - CARBOLINE "KURE-N-SEAL"; SONNEBORN-CONTECH. "POLYCLEAR"; UPCO CHEMCIAL/USM CORP. "L&M CURE"; L & M CONSTRUCTION CHEMCIALS "KLEARSEAL"; SETCON INDUSTRIES "LR-152"; PROTEX INDUSTRIES "HARDTOP"; GIFFORD - HILL 3. BONDING COMPOUND: POLYVINYL ACETATE OR ACRYLIC BASE, REWETTABLE TYPE. 1. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: "J-40 BONDING AGENT"; DAYTON SUPERIOR CORP. "WELDCRETE"; LARSEN PRODUCTS "INTRALOK"; W.R. MEADOWS "EVERBOND"; L & M CONSTRUCTION CHEMICALS "EUCOWELD"; EUCLID CHEMICAL CO. "HORNWELD"; A.C. HORN "SONOCRETE"; SONNEBORN-CONTECH "ACRYLIC BONDCRETE"; THE BURKE CO. D. EPOXY ADHESIVE: ASTM C 881, 2-COMPONENT MATERIAL SUITABLE FOR USE ON DRY OR DAMP SURFACES. PROVIDE MATERIAL "TYPE", "GRADE", AND "CLASS" TO SUIT PROJECT REQUIREMENTS. 1. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: "EPOXTITE"; A.C. HORN "EDOCO 2118 EPOXY ADHESIVE"; EDOCO TECHNICAL PROD. "SIKADUR HI-MOD"; SIKA CHEMICAL CO. "PATCH AND BOND EPOXY"; THE BURKE CO. "SURE-POXY"; KAUFMAN PRODUCTS, INC. 2.2 CONCRETE MIX, DESIGN AND TESTING A. DESIGN MIX TO PRODUCE NORMAL-WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, AGGREGATE, WATER-REDUCING OR HIGH-RANGE WATER-REDUCING ADMIXTURE (SUPERPLASTICIZER), AIR-ENTRAINING ADMIXTURE, AND WATER TO PRODUCE THE FOLLOWING PROPERTIES: 1. COMPRESSIVE STRENGTH: 3000 PSI, MINIMUM AT 28 DAYS, UNLESS OTHERWISE INDICATED. 2. SLUMP LIMIT: 8 INCHES MINIMUM FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE (SUPERPLASTICIZER) 3 INCHES FOR OTHER CONCRETE. 3. AIR CONTENT: 3 TO 5 PERCENT. PART 3 - EXECUTION 3.1 SURFACE PREPARATION A. REMOVE LOOSE MATERIAL FROM COMPACTED SUB-BASE SURFACE IMMEDIATELY BEFORE PLACING CONCRETE. PROOF-ROLL PREPARED SUB-BASE SURFACE TO CHECK FOR UNSTABLE AREAS AND NEED FOR ADDITIONAL COMPACTION. DO NOT BEGIN PAVING WORK UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE READY TO RECEIVE PAVING. 3.2 FORM CONSTRUCTION A. SET FORMS TO REQUIRED GRADES AND LINES, BRACED AND SECURED. INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF WORK AND SO THAT FORMS CAN REMAIN IN PLACE AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. B. CHECK COMPLETED FORM WORK FOR GRADE AND ALIGNMENT TO FOLLOWING TOLERANCES: 1. TOP OF FORMS NOT MORE THAT 1/8 INCH IN 10 FEET. 2. VERTICAL FACE ON LONGITUDINAL AXIS, NOT MORE THAN 1/4 INCH IN 10 FEET. C. CLEAN FORMS AFTER EACH USE AND COAT WITH FORM RELEASE AGENT AS REQUIRED TO ENSURE SEPARATION FROM CONCRETE WITHOUT DAMAGE. D. SLOPE STEP TREADS AT 1/4 INCH PER FOOT TO DRAIN. 3.3 REINFORCEMENT A. LOCATE, PLACE AND SUPPORT REINFORCEMENT AS SPECIFIED IN DRAWINGS. 3.4 CONCRETE PLACEMENT A. DO NOT PLACE CONCRETE UNTIL SUB-BASE AND FORMS HAVE BEEN CHECKED FOR LINE AND GRADE. MOISTEN SUB-BASE IF REQUIRED TO PROVIDE A UNIFORM DAMPENED CONDITION AT TIME CONCRETE IS PLACED. DO NOT PLACE CONCRETE AROUND MANHOLES OR OTHER STRUCTURES UNTIL THEY ARE AT REQUIRED FINISH ELEVATION AND ALIGNMENT. B. PLACE CONCRETE BY METHODS THAT PREVENT SEGREGATION OF MIX. CONSOLIDATE CONCRETE ALONG FACE OF FORMS AND ADJACENT TO TRANSVERSE JOINTS WITH INTERNAL VIBRATOR. KEEP VIBRATOR AWAY FROM JOINT ASSEMBLIES, REINFORCEMENT, OR SIDE FORMS. USE ONLY SQUARE-FACED SHOVELS FOR HAND-SPREADING AND CONSOLIDATION. CONSOLIDATE WITH CARE TO PREVENT DISLOCATION OF REINFORCING, DOWELS, AND JOINT DEVICES. 1. USE BONDING AGENT AT LOCATIONS WHERE FRESH CONCRETE IS PLACED AGAINST HARDENED OR PARTIALLY HARDENED CONCRETE SURFACES. 2. DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSE JOINTS AS FAR AS POSSIBLE. IF INTERRUPTED FOR MORE THAN 1/2 HOUR, PLACE A CONSTRUCTION JOINT. 3. WHEN ADJACENT PAVEMENT LANES ARE PLACED IN SEPARATE POURS, DO NOT OPERATE EQUIPMENT ON CONCRETE UNTIL PAVEMENT HAS ATTAINED SUFFICIENT STRENGTH TO CARRY LOADS WITHOUT INJURY. 3.5 JOINTS A. GENERAL: CONSTRUCT EXPANSION, WEAKENED-PLANE (CONTRACTION), AND CONSTRUCTION JOINTS TRUE TO LINE WITH FACE PERPENDICULAR TO SURFACE OF CONCRETE. CONSTRUCT TRANSVERSE JOINTS AT RIGHT ANGLES TO THE CENTERLINE, UNLESS OTHERWISE INDICATED. 1. WHEN JOINING EXISTING STRUCTURES, PLACE TRANSVERSE JOINT TO ALIGN WITH PREVIOUSLY PLACED JOINTS UNLESS OTHERWISE INDICATED. B. WEAKENED-PLANE (CONTRACTION) JOINTS: PROVIDE WEAKENED-PLANE (CONTRACTION) JOINTS, SECTIONING CONCRETE INTO AREAS AS SHOWN ON DRAWINGS. CONSTRUCT WEAKENED-PLANE JOINTS FOR A DEPTH EQUAL TO AT LEAST 1/4 CONCRETE THICKNESS, AS FOLLOWS: 1. TOOLED JOINTS: FORM WEAKENED-PLANE JOINT IN FRESH CONCRETE BY GROOVING TOP PORTION WITH A RECOMMENDED CUTTING TOOL AND FINISHING EDGES WITH A JOINTER. C. CONSTRUCTION JOINTS: PLACE CONSTRUCTION JOINTS AT END OF PLACEMENTS AND AT LOCATIONS WHERE PLACEMENT OPERATIONS ARE STOPPED FOR MORE THAN 1/2 HOUR, EXCEPT WHERE SUCH PLACEMENTS TERMINATE AT EXPANSION JOINTS. D. EXPANSION JOINTS: PROVIDE PRE-MOLDED JOINT FILLER FOR EXPANSION JOINTS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, WALKS, AND OTHER FIXED OBJECTS, UNLESS OTHERWISE INDICATED. 1. LOCATE EXPANSION JOINTS AS INDICATED ON DRAWINGS. 2. EXTEND JOINT FILLERS FULL WIDTH AND DEPTH OF JOINT, NOT LESS THAN 1/2 INCH OR MORE THAN 1 INCH BELOW FINISHED SURFACE WHERE JOINT SEALER IS INDICATED. 3. FURNISH JOINT FILLERS IN ONE-PIECE LENGTHS FOR FULL WIDTH BEING PLACED WHEREVER POSSIBLE. WHERE MORE THAN ONE LENGTH IS REQUIRED, LACE OR CLIP JOINT FILLER SECTION TOGETHER. 4. PROTECT TOP EDGE OF JOINT FILLER DURING CONCRETE PLACEMENT WITH A METAL CAP OR OTHER TEMPORARY MATERIAL. REMOVE PROTECTION AFTER CONCRETE HAS BEEN PLACED ON BOTH SIDES OF JOINT. 3.6 CONCRETE FINISHING A. AFTER STRIKING-OFF AND CONSOLIDATING CONCRETE, SMOOTH SURFACE BY SCREEDING AND FLOATING. USE HAND METHODS ONLY WHERE MECHANICAL FLOATING IS NOT POSSIBLE. ADJUST FLOATING TO COMPACT SURFACE AND PRODUCE UNIFORM TEXTURE. B. AFTER FLOATING, TEST SURFACE FOR TRUENESS WITH A 10-FT. STRAIGHTEDGE. DISTRIBUTE CONCRETE AS REQUIRED TO REMOVE SURFACE IRREGULARITIES, AND RE-FLOAT REPAIRED AREAS TO PROVIDE A CONTINUOUS SMOOTH FINISH. C. WORK EDGES OF SLABS, GUTTERS, BACK TOP EDGE OF CURB, AND FORMED JOINTS WITH AN EDGING TOOL, AND ROUND TO 1/2-RADIUS, UNLESS OTHERWISE INDICATED. ELIMINATE TOOL MARKS ON CONCRETE SURFACE. D. AFTER COMPLETION OF FLOATING AND WHEN EXCESS MOISTURE OR SURFACE SHEEN HAS DISAPPEARED, COMPLETE TROWELING AND FINISH SURFACE AS FOLLOWS: 1. BROOM FINISH BY DRAWING A FINE-HAIR BROOM ACROSS CONCRETE SURFACE PERPENDICULAR TO LINE OF TRAFFIC. REPEAT OPERATION IF REQUIRED TO PROVIDE A FINE LINE TEXTURE ACCEPTABLE TO LANDSCAPE ARCHITECT. 2. ON INCLINED SLAB SURFACES, PROVIDE A COARSE, NON-SLIP FINISH BY SCORING SURFACE WITH A STIFF-BRISTLED BROOM, PERPENDICULAR TO LINE OF TRAFFIC. E. DO NOT REMOVE FORMS FOR 24 HOURS AFTER CONCRETE HAS BEEN PLACED. AFTER FORM REMOVAL, CLEAN ENDS OF JOINTS AND POINT-UP AND MINOR HONEYCOMBED AREAS. REMOVE AND REPLACE AREAS OR SECTIONS WITH MAJOR DEFECTS, AS DIRECTED BY LANDSCAPE ARCHITECT. 3.7 CURING A. PROTECT AND CURE FINISHED CONCRETE PAVING. USE MEMBRANE-FORMING CURING AND SEALING COMPOUND OR APPROVED MOIST-CURING METHODS. B. ANTI-SPALLING TREATMENT: APPLY TREATMENT TO CONCRETE SURFACES NO SOONER THAN 28 DAYS AFTER PLACEMENT, TO CLEAN, DRY CONCRETE FREE OF OIL, DIRT, AND OTHER FOREIGN MATERIAL. APPLY CURING AND SEALING COMPOUND AT A MAXIMUM COVERAGE RATE OF 300 S.F. PER GALLON. APPLY ANTI-SPALLING COMPOUND IN 2 SPRAYED APPLICATIONS. FIRST APPLICATION AT RATE OF 40 SQ. YARDS. PER GAL.; SECOND APPLICATION, 60 SQ. YARDS PER GALLON. ALLOW COMPLETE DRYING BETWEEN APPLICATIONS. 3.8 REPAIRS AND PROTECTIONS A. REPAIR OR REPLACE BROKEN OR DEFECTIVE CONCRETE, AS DIRECTED BY ARCHITECT. B. DRILL TEST CORES WHERE DIRECTED BY ARCHITECT WHEN NECESSARY TO DETERMINE MAGNITUDE OF CRACKS OR DEFECTIVE AREAS. FILL DRILLED CORE HOLES IN SATISFACTORY PAVEMENT AREAS WITH PORTLAND CEMENT CONCRETE BONDED TO PAVEMENT WITH EPOXY ADHESIVE. C. PROTECT CONCRETE FROM DAMAGE UNTIL ACCEPTANCE OF WORK. EXCLUDE TRAFFIC FROM PAVEMENT FOR AT LEAST 14 DAYS AFTER PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAVEMENT AS CLEAN AS POSSIBLE BY REMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS AS THEY OCCUR. 1. SWEEP CONCRETE PAVEMENT AND WASH FREE OF STAINS, DISCOLORATIONS, DIRT, AND OTHER FOREIGN MATERIAL JUST BEFORE FINAL INSPECTION. END OF SECTION CONSTRUCTION SPECIFICATIONS LANDSCAPE CONSTRUCTION NOTES & SPECIFICATIONS LC-05 SMMC CHAPTER 8.36 - HAZARDOUS BRUSH CLEARANCE EACH PERSON WHO HAS ANY OWNERSHIP OR POSSESSORY INTEREST IN, OR CONTROL OF, A PARCEL OF LAND SHALL: A. REMOVE FROM THE PROPERTY ALL DEAD TREES, AND MAINTAIN ALL WEEDS AND OTHER VEGETATION AT A HEIGHT OF NO MORE THAN THREE INCHES, EXCEPT AS OTHERWISE PROVIDED HEREIN, IF SUCH WEEDS OR OTHER VEGETATION ARE WITHIN ONE HUNDRED FEET OF A BUILDING. DISTANCES UP TO TWO HUNDRED FEET MAY BE NECESSARY AS DETERMINED BY THE FIRE CHIEF. THIS REQUIREMENT DOES NOT APPLY TO THE MAINTENANCE OF TREES, ORNAMENTAL SHRUBBERY OR PLANTS WHICH ARE USED AS GROUND COVER PROVIDED SUCH DO NOT PROVIDE A READY FUEL SUPPLY TO AUGMENT THE SPREAD OR INTENSITY OF A FIRE. GRASS AND OTHER VEGETATION LOCATED MORE THAN THIRTY FEET FROM SUCH BUILDING OR STRUCTURE AND LESS THAN EIGHTEEN INCHES FROM THE GROUND MAY BE MAINTAINED WHERE NECESSARY TO STABILIZE THE SOIL AND PREVENT EROSION; B. MAINTAIN TREES WITHIN ONE HUNDRED FEET OF ANY BUILDING OR STRUCTURE OR WITHIN TEN FEET OF THAT PORTION OF ANY HIGHWAY, STREET, ALLEY, OR DRIVEWAY WHICH IS IMPROVED OR USED FOR VEHICLE TRAVEL OR OTHER VEHICULAR PURPOSES, SO THAT NO LEAFY FOLIAGE, TWIGS, OR BRANCHES ARE WITHIN THREE FEET OF THE GROUND. DISTANCES MAY BE REQUIRED UP TO FIFTY FEET OF THAT PORTION OF ANY HIGHWAY, STREET, ALLEY OR DRIVEWAY WHICH IS IMPROVED OR USED FOR VEHICLE TRAVEL OR OTHER VEHICULAR PURPOSES AS DETERMINED BY THE FIRE CHIEF; C. REMOVE ANY PORTION OF A TREE WHICH EXTENDS WITHIN TEN FEET OF AN OUTLET OF A CHIMNEY OR STOVEPIPE; D. KEEP ALL TREES, SHRUBS AND, OTHER GROWING VEGETATION OR PORTIONS THEREOF ADJACENT TO OR OVERHANGING ANY BUILDING OR STRUCTURE FREE OF DEAD LIMBS, BRANCHES AND OTHER COMBUSTIBLE MATTER; E. MAINTAIN FIVE FEET OF VERTICAL CLEARANCE BETWEEN ROOF SURFACES AND PORTIONS OF TREES OVERHANGING ANY BUILDING OR STRUCTURE; F. MAINTAIN THE ROOFS OF ALL BUILDINGS OR STRUCTURES FREE OF LEAVES, NEEDLES, TWIGS AND OTHER COMBUSTIBLE MATTER; G. MAINTAIN ALL WEEDS AND OTHER VEGETATION LOCATED WITHIN TEN FEET OF ANY COMBUSTIBLE FENCE OR AN EDGE OF THAT PORTION OF ANY HIGHWAY, STREET, ALLEY OR DRIVEWAY IMPROVED OR USED FOR VEHICULAR TRAVEL OR OTHER VEHICULAR PURPOSES AT A HEIGHT OF NOT MORE THAN THREE INCHES. UNDER CERTAIN CIRCUMSTANCES, THE FIRE CHIEF MAY REQUIRE CLEARANCE OF UP TO FIFTY FEET OF THE ABOVE REQUIREMENT. THIS SHALL NOT REQUIRE THE REMOVAL OF TREES, ORNAMENTAL SHRUBBERY OF PLANTS WHICH ARE USED AS GROUND COVER, PROVIDED SUCH DO NOT PROVIDE A READY FUEL SUPPLY TO AUGMENT THE SPREAD OR INTENSITY OF A FIRE, NOR REQUIRE THE REMOVAL OF NATIVE SHRUBS WHICH MEET THE REQUIREMENTS SET FORTH IN SUBSECTION A OF THIS SECTION; H. NOTHING CONTAINED IN THIS SECTION SHALL BE DEEMED TO PRECLUDE THE FIRE CHIEF FROM REQUIRING MORE THAN THE MINIMUM SPECIFIC REQUIREMENTS SET FORTH ABOVE WHEN THE FIRE CHIEF DETERMINES THAT CONDITIONS EXIST WHICH NECESSITATE GREATER FIRE PROTECTION MEASURES. FUEL MODIFICATION NOTES SYM. MANUF./MODEL/DESC. PSI DETAIL HUNTER MP CORNER PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP STRIP PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP1000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP2000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP3000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP3500 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP800SR PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP815 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER RZWS-SLEEVE-18-CV 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25GPM OR .50GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE 30 U/LI-06 SYM. MANUF./MODEL/DESC. DETAIL HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG.: 40PSI. FLOW: 2-20 GPM. USE ICZ-101-LF-40 FOR LESS THAN 2 GPM. INSTALL ONE VALVE PER JUMBO RECT. VALVE BOX W/ LOCKING GREEN COVER HEAT BRANDED WITH 'RCV'. INSTALL VALVES IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A LINE SIZED BALL VALVE. T/LI-06 PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. AA/LI-06 FLUSH VALVE AND ECO-INDICATOR PROVIDE A PLD-LOC CAP AT END OF DRIP DISCHARGE HEADERS,

INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT EACH END OF THE TUBING RUNS IN EACH DIRECRTION, INSTALL 18" FROM PAVING. PROVIDE AN ECO-INDICATOR ADJACENT TO ALL FLUSH VALVES AND CONNECT WITH TEE AND SWING JOINT. BB/LI-06 HUNTER PLD-AVR (DRIP AIR RELIEF VALVE) AIR/VACUUM RELIEF VALVE, PLD-AVR, INSTALLED WITH A COMBINATION TEE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MULTIPLE ARV`S

SHALL BE REQUIRED PER RCV, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINT OF PLANTER AREA DD/LI-06 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B (AREA) POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. CAN BE INSERTED INTO 1/2" AND 3/4" TUBING AND HAVE PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE. / Emitter Notes: 20HE-B emitters (1 assigned to each 1 gal plant)40HE-B emitters (1 assigned to each 5 gal plant)40HE-B emitters (2 assigned to each 24"box plant)40HE-B emitters (3 assigned to each 36"box plant) 60HE-B emitters (1 assigned to each 15 gal plant) AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-CV HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 16" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. ALL TUBING SHALL BE INSTALLED 3" BELOW MULCH GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK Y/LI-06 SYM. MANUF./MODEL/DESC. DETAIL HUNTER ICV-G-FS-AS-ADJ (RCV) 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, WITH NPT THREADED INLET/OUTLET AND FILTER SENTRY. INSTALL ONE VALVE PER STD. RECT. VALVE BOX WITH LOCKING GREEN COVER HEAT BRANDED WITH 'RCV'. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A LINE SIZED BALL VALVE. FF/LI-06 HUNTER HQ-44LRC (QCV)

QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED
BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY. INSTALL IN A 10" ROUND VALVE BOX WITH LOCKING GREEN COVER HEAT BRANDED WITH 'QCV'. INSTALL EACH QCV ON A 1 1/2" STUB-OUT OFF MAINLINE ISOLATED WITH A 1 1/2" BALL VALVE AND INSTALLED AT 200` O.C G/LI-05 LASCO FITTINGS TUBV-SC (BALL VALVE) 1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER. INSTALL SAME SIZE AS MAINLINE. INSTALL IN VALVE BOX WITH GREEN LID, HEAT BRAND LID WITH "BV". F/LI-05 HUNTER IBV-FS (MASTER VALVE)1", 1-1/2", 2", AND 3" BRASS ELECTRIC MASTER VALVE WITH NPT THREADED INLET/OUTLET AND FILTER SENTRY OPTION. INSTALL IN A `JUMBO` SIZED VALVE BOX WITH LOCKING GREEN COVER HEAT BRANDED WITH`MV`. C/LI-05 ZURN 975XL (BACKFLOW) REDUCED PRESSURE BACKFLOW DEVICE W/ MODEL `YBP` WYE STRAINER. ALL PIPING BETWEEN METER AND BACKFLOW DEVICE SHALL BE `K` COPPER OR RED BRASS. INSTALL IN A VIT STRONGBOX STAINLESS STEEL BACKFLOW ENCLOSURE #SBBC-XXSS, SIZED TO FIT BACKFLOW. B/LI-05 ITS CONTROLLER ASSEMBLY IRRIGATION CONTROLLER ASSEMBLY IN STAINLESS STEEL ENCLOSURE, SEE TABLES FOR MODEL AND STATION COUNT. HUNTER CONTROLLER SHALL HAVE A DESIGNATED RECTANGULAR PULL BOX INSTALLED AT PEDESTAL BASE. CONTACT DARYL GREEN AT IMPERIAL TECHNICAL SERVICES (ITS) PHONE: (949) 584-7311 A/LI-05 HUNTER SOLAR-SYNC SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, INSTALL AS NOTED. WIRED. A/LI-05 FLOMEC QS200-15 (FLOW SENSOR PROVIDED BY ITS)1-1/2" INSERTION ULTRASONIC FLOWMETER, SCH. 80 PVC HOUSING, IS INCLUDED AS PART OF ITS CONTROLLER ASSEMBLY. 0.55-82 GPM RANGE, MAX. PRESSURE 150 PSI. 2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND PULSE. WIRE TO CONTROLLER USING P7171D CABLE IN 1" CONDUIT, INSTALL PER MANUFACTURER`S RECOMMENDATIONS. MULTIPLE FLOW SENSORS REQUIRE SEPARATE CONDUIT RUNS. D/LI-05 COR 0.19-0.45 TURQUOISE 45°-105° 0.22 0.22 0.44 IVORY LT STRIP COPPER RT STRIP BROWN SIDE STRIP LST RST SST M L O 0.21-0.49 0.49-0.63 0.84 MAROON 90°-210° LT BLUE 210°-270° OLIVE 360° K G R 0.43-0.86 0.86-1.10 1.48 BLACK 90°-210° GREEN 210°-270° RED 360° B Y A 0.86-2.12 2.12-2.73 3.64 BLUE 90°-210° YELLOW 210°-270° GRAY 360° LB 1.28-3.29 LIGHT BROWN 90°-210° 0.23-0.43 0.78 OR LG ORANGE 90°-210° LIME GRN 360° 0.49-1.10 1.10-1.40 1.87 MRN&GRY LT BLU&GRY OLV&GRY 90°-210° 210°-270° 360° M L O 0.25 0.50 FAMVDSSFS IRRIGATION SCHEDULE HH, II, JJ / LI-06 K/LI-04 K/LI-04 K/LI-04 O/LI-05 CONDUIT RUNS. EZ-FLO FERTILIZING SYSTEMS EZ010-FX ONE SYSTEM FEEDS ALL ZONES. INSTALL DIRECTLY ON THE IRRIGATION MAIN LINE AFTER THE BACK FLOW PREVENTER. COUPLING CONNECTION PER MAINLINE SIZE, INSTALL PER MANUFACTURER`S RECOMMENDATIONS IN RAINBIRD #VBMAXH SUPER JUMBO XL VALVE BOX. CONTRACTOR TO FILL TANK WITH #GRM 102030 AT BEGINNING OF PLANT INSTALLATION AND SHALL PROVIDE A FULL TANK UPON MAINTENANCE TURNOVER. TANK CAPACITY: 9.4 G E/LI-05 2-WIRE CONTROL WIRE HUNTER IDWIRE1-BLU IRRIGATION CONTROL CABLE. RED AND BLUE 14 AWG TWISTED PAIR IN BLUE JACKET (U.L. APPROVED), PAIGE #170801BU. CONNECT WITH APPROVED WATERPROOF CONNECTORS AND INSTALL PER MANUFACTURER RECOMMENDATIONS. ROUTE WIRES TO EACH VALVE MANIFOLD AND PROVIDE SEPARATE 1 1/4" CONDUIT FOR WIRE ADJACENT TO MAINLINE. FOR SERVICEABILITY, DO NOT INTERCONNECT INDIVIDUAL CABLE PATHS. TERMINATE EACH PATH ON CONTROLLER TERMINAL BLOCK. INSTALL GROUNDING PLATE OR 8` GROUNDING ROD WITH HUNTER DUAL-S SURGE ARRESTOR. INSTALL AT CONTROLLER AND AT THE END OF EACH 2-WIRE PATH PERPENDICULAR TO PATH IN 6" ROUND BOX. COPPER WIRE SHALL BE CAD WELDED TO PLATE OR ROD. GROUND EVERY 12TH DECODER OR EVERY 1,000 FEET FROM CONTROLLER, WHICHEVER COMES FIRST. INSTALL PER ASIC GENERAL GROUNDING GUIDELINES. INSTALL ICD-XXX DECODER WITH SURGE SUPPRESSION AND GROUND WIRE. CONTRACTOR SHALL PROVIDE DECODER SIZE NECESSARY TO HANDLE VALVES AT MANIFOLD. / ELECTRICAL SERVICE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY LOCATION IN THE FIELD. A/LI-05 HUNTER SJ SWING JOINTS FOR 1/2" THREADS USE SJ-512, 3/4" THREADS USE SJ-712, 1" THREADS USE LASCO G132-412, 1" QUICK COUPLER VALVES USE LASCO G132S-212 WITH MALE BRASS STABILIZER ELBOW, 3/4" QUICK COUPLER VALVES USE LASCO G132T-212 WITH MALE BRASS STABILIZER ELBOW. R/LI-05 PULL BOX PULL BOXES FOR WIRE SPLICES SHALL BE LOCATED APPROXIMATELY 500` O.C. AND AT THE ENDS OF ALL SLEEVES UNDER PAVING. PULL BOXES SHALL BE 10" ROUND WITH LOCKING LID GG/LI-06 RAINBIRD VB SERIES VALVE BOXES SIZE PER EQUIPMENT LEGEND WITH GREEN LIDS AND LOCKING BOLT. FOR ROUND DRIP EMITTERS USE #SEB 7XB, 7" ROUND SHALL BE #VB7RNDB, 10" ROUND SHALL BE #VB10RNDB, 12" STANDARD RECT. SHALL BE #VBSTDB, 12" JUMBO RECT. SHALL BE #VBJMBB, SUPER JUMBO SHALL BE #VBSPRH, AND SUPER JUMBO XL SHALL BE #VBMAXH. USE PURPLE LIDS FOR RECYCLED WATER SYSTEMS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY, DO NOT INSTALL IN HARDSCAPE. J/LI-05 WILKINS #500-HLR PRESSURE REDUCING VALVE 500-HLR SERIES PRESSURE REDUCING VALVE WITH 10 TO 125 PSI SPRING RANGE, SIZE AND PRESSURE SETTING AS NOTED. C/LI-05 WATER METER 2" POC METER `D` IRRIGATION LATERAL LINE: CRESLINE WEST - PVC SCHEDULE 40 1 1/2" & SMALLER - SCH.40 W/ SCH.40 SOLVENT WELD FITTINGS K/LI-05 IRRIGATION LATERAL LINE: CRESLINE WEST - PVC CLASS 315 SDR 13.5 2"-3" - CL. 315 W/ SCH.80 SOLVENT WELD FITTINGS, 2 1/2"-3" FITTINGS SHALL BE THRUST BLOCKED IRRIGATION MAINLINE: CRESLINE WEST - PVC SCHEDULE 40 1 1/2" & SMALLER - SCH.40 W/ SCH.40 SOLVENT WELD FITTINGS K/LI-05 IRRIGATION MAINLINE: CRESLINE WEST - PVC CLASS 315 SDR 13.5 2"-3" - CL. 315 W/ SCH.80 SOLVENT WELD FITTINGS, 2 1/2"-3" FITTINGS SHALL BE THRUST BLOCKED IRRIGATION MAINLINE: CRESLINE WEST - PVC CLASS 200 SDR 21 4" AND LARGER SHALL BE CL. 200 GASKET JOINT W/ LEEMCO DUCTILE IRON FITTINGS & JOINT RESTRAINT PIPE SLEEVE: CRESLINE WEST - PVC SCHEDULE 40 L/LI-05 FZ NO SYMBOL E NO SYMBOL PB NO SYMBOL PRMD # # ## # VALVE NUMBER VALVE SIZE VALVE FLOW VALVE CALLOUT # N / LI-05 SYM. MANUF./MODEL/DESC. PSI DETAIL LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK08 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAWINGS, AND/OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THE MAINLINE AND SLEEVING IS DIAGRAMMATIC. ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 6. IRRIGATION EQUIPMENT AS SHOWN IS DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS, BACKFLOWS, AIR/VACUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PLANTING AREAS WHEN FEASIBLE OR AS APPROVED BY OWNER'S REPRESENTATIVE AND THE LANDSCAPE IRRIGATION DESIGNER. 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 8. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER, RECYCLED CROSS CONNECTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR IS TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE (1) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. THE ADDITIONAL WIRE SHALL BE EXTENDED 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX 'SW'. 11. ALL PIPE UNDER PAVED AREAS, HARDSCAPE, OR AS DIRECTED BY OWNERS REPRESENTATIVE TO BE INSTALLED IN SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. ALL 2" AND 3" SLEEVING SHALL BE PVC1220 SCH. 40, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-1785-4. ALL 4" AND LARGER SLEEVING SHALL BE PVC1220 CLASS 200 SDR21, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-2241. SLEEVES UNDER BROW DITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS PREVENTING PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE FROM THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED WITH SAID REVISIONS. 16. SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC PIPE AND CAST IRON PIPE. FLOW THROUGH ANCILLARY EQUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF 7 12 FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 17. ELECTRICAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND/OR BOOSTER PUMP SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND/OR BOOSTER PUMP. GENERAL IRRIGATION NOTES LANDSCAPE IRRIGATION LEGEND LI-00 SYM. MANUF./MODEL/DESC. PSI DETAIL HUNTER MP CORNER PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP STRIP PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP1000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP2000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP3000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP3500 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP800SR PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP815 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER RZWS-SLEEVE-18-CV 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25GPM OR .50GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE 30 U/LI-06 COR 0.19-0.45 TURQUOISE 45°-105° 0.22 0.22 0.44 IVORY LT STRIP COPPER RT STRIP BROWN SIDE STRIP LST RST SST M L O 0.21-0.49 0.49-0.63 0.84 MAROON 90°-210° LT BLUE 210°-270° OLIVE 360° K G R 0.43-0.86 0.86-1.10 1.48 BLACK 90°-210° GREEN 210°-270° RED 360° B Y A 0.86-2.12 2.12-2.73 3.64 BLUE 90°-210° YELLOW 210°-270° GRAY 360° LB 1.28-3.29 LIGHT BROWN 90°-210° 0.23-0.43 0.78 OR LG ORANGE 90°-210° LIME GRN 360° 0.49-1.10 1.10-1.40 1.87 MRN&GRY LT BLU&GRY OLV&GRY 90°-210° 210°-270° 360° M L O 0.25 0.50 IRRIGATION SCHEDULE SYM. MANUF./MODEL/DESC. DETAIL HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG.: 40PSI. FLOW: 2-20 GPM. USE ICZ-101-LF-40 FOR LESS THAN 2 GPM. INSTALL ONE VALVE PER JUMBO RECT. VALVE BOX W/ LOCKING GREEN COVER HEAT BRANDED WITH 'RCV'. INSTALL VALVES IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A LINE SIZED BALL VALVE. T/LI-06 PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. AA/LI-06 FLUSH VALVE AND ECO-INDICATOR PROVIDE A PLD-LOC CAP AT END OF DRIP DISCHARGE HEADERS, INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT EACH END OF THE TUBING RUNS IN EACH DIRECRTION, INSTALL 18" FROM PAVING. PROVIDE AN ECO-INDICATOR ADJACENT TO ALL FLUSH VALVES AND CONNECT WITH TEE AND SWING JOINT. BB/LI-06 HUNTER PLD-AVR (DRIP AIR RELIEF VALVE) AIR/VACUUM RELIEF VALVE, PLD-AVR, INSTALLED WITH A COMBINATION TEE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MULTIPLE ARV`S SHALL BE REQUIRED PER RCV, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINT OF PLANTER AREA DD/LI-06 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B (AREA) POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. CAN BE INSERTED INTO 1/2" AND 3/4" TUBING AND HAVE PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE. / Emitter Notes: 20HE-B emitters (1 assigned to each 1 gal plant) 40HE-B emitters (1 assigned to each 5 gal plant)40HE-B emitters (2 assigned to each 24"box plant)40HE-B emitters (3 assigned to each 36"box plant) 60HE-B emitters (1 assigned to each 15 gal plant) FA HH, II, JJ / LI-06 60HE-B emitters (1 assigned to each 15 gal plant) AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-CV HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 16" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. ALL TUBING SHALL BE INSTALLED 3" BELOW MULCH GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK Y/LI-06 SYM. MANUF./MODEL/DESC. DETAIL HUNTER ICV-G-FS-AS-ADJ (RCV) 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, WITH NPT THREADED INLET/OUTLET AND FILTER SENTRY. INSTALL ONE VALVE PER STD. RECT. VALVE BOX WITH LOCKING GREEN COVER HEAT BRANDED WITH 'RCV'. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A LINE SIZED BALL VALVE. FF/LI-06 HUNTER HQ-44LRC (QCV) QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY. INSTALL IN A 10" ROUND VALVE BOX WITH LOCKING GREEN COVER HEAT BRANDED WITH 'QCV'. INSTALL EACH QCV ON A 1 1/2" STUB-OUT OFF MAINLINE ISOLATED WITH A 1 1/2" BALL VALVE AND INSTALLED AT 200` O.C G/LI-05 LASCO FITTINGS TUBV-SC (BALL VALVE) 1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER. INSTALL SAME SIZE AS MAINLINE. INSTALL IN VALVE BOX WITH GREEN LID, HEAT BRAND LID WITH "BV". F/LI-05 HUNTER IBV-FS (MASTER VALVE) GB
GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB LOT 43 5'-1012" COR M M M B B B B B B B RST LST OR M OR OR OR OR OR OR OR OR OR OR OR OR OR M M M M M LG LG LG SST LB LB LB LB LB LB LB LB LB LB LB LB LB LB LBLB COR M M K K K K K K K K K K K K R R R R 112"18.1 D-20 112"18.4 D-21 1" 7 D-22 1" 114" B B B B B B B B B B B K K K K K OR OR OR OR OR OR OR OR M M M OR OR OR OR M M M M M M M M M M M M O O O COR OR OR OR OROR OR OR COR COR COR COR M M M OR OR OR M O M M M M M M M M M M M OR OR OR COR M COR OR OR OR OR OR OR OR OR OR OR OR OR OR OR OR OR OR COR OR COR OR OR LG COR K K K K K K K K K K K K K OR OR OR OR RST RST K OR SST 1" 5.5 D-23 112" 22.6 D-24 1" 20.6 D-25 1" 2 D-27 1" 2.45 D-28 1" 11.2 D-29 1" 11.4 D-31 1" 3.25 D-32 1" 2 D-33 1" 1" 1" 5.41 D-34 1109.00 1106.00 1" 1" 114" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 15.0 D-35 112" 14.2 D-36 1" 8.07 D-37 1" 13.9 D-38 112"22.3 D-39 1" 24.1 D-40 1" 6 D-41 1" 9.5 D-42 1" 1" 1" 21 2 " B B K K K K K K K B K B B M K K OR OR M M M M M OR OR 1" 1" 1" 1" 114" 114" 114" 1" 21 2 " 2" RST OR OR OR OR OR OR OR OR OR OR OR OR LG LG COR COR M L M M M OR OR OR OR M M M M OR OR OR OR OR O M M 1" 1" 1" 1" 1" 1" 114"1" 1" 1" 1" 114" OR LST SST LST 1" 1" 114" 1" 1" 114" 1" 1" 114" 1" 112" 1" 0.59 D-30 F A F A 1" 1" 1" 1" 1.78 D-26 1127.00 1123.00 1112.00 1" 1 41 " 2" 1" 1" 1" 2" 1 41 " 1 41 " 1" 2" 1" 1 41 " 2" 21 2 " 21 2 " 21 2 " MATCHLINE - SEE LC-2 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK09 REFERENCE ONSITE LANDSCAPE ARCHITECTURAL PLANS FOR THE MEADOWS 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. IRRIGATION NOTES ABBREVIATED LANDSCAPE IRRIGATION PLAN LI-01 FOR FULL IRRIGATION SCHEDULE SEE SHEET LLI-00 GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB 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1 2 " SYM. MANUF./MODEL/DESC. PSI DETAIL HUNTER MP CORNER PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP STRIP PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP1000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP2000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP3000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP3500 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP800SR PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP815 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER RZWS-SLEEVE-18-CV 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25GPM OR .50GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE 30 U/LI-06 SYM. MANUF./MODEL/DESC. DETAIL HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG.: 40PSI. FLOW: 2-20 GPM. USE ICZ-101-LF-40 FOR LESS THAN 2 GPM. INSTALL ONE VALVE PER JUMBO RECT. VALVE BOX W/ LOCKING GREEN COVER HEAT BRANDED WITH 'RCV'. INSTALL VALVES IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A LINE SIZED BALL VALVE. T/LI-06 PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. AA/LI-06 FLUSH VALVE AND ECO-INDICATOR PROVIDE A PLD-LOC CAP AT END OF DRIP DISCHARGE HEADERS,

SHALL BE REQUIRED PER RCV, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINT OF PLANTER AREA DD/LI-06 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B (AREA) POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. CAN BE INSERTED INTO 1/2" AND 3/4" TUBING AND HAVE PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE. / Emitter Notes: 20HE-B emitters (1 assigned to each 1 gal plant) 40HE-B emitters (1 assigned to each 5 gal plant)40HE-B emitters (2 assigned to each 24"box plant)40HE-B emitters (3 assigned to each 36"box plant) 60HE-B emitters (1 assigned to each 15 gal plant) AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-CV HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 16" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. ALL TUBING SHALL BE INSTALLED 3" BELOW MULCH GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK Y/LI-06 SYM. MANUF./MODEL/DESC. DETAIL HUNTER ICV-G-FS-AS-ADJ (RCV) 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, WITH NPT THREADED INLET/OUTLET AND FILTER SENTRY. INSTALL ONE VALVE PER STD. RECT. VALVE BOX WITH LOCKING GREEN COVER HEAT BRANDED WITH 'RCV'. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A LINE SIZED BALL VALVE. FF/LI-06 HUNTER HQ-44LRC (QCV)

SHALL BE #VBSTDB, 12" JUMBO RECT. SHALL BE #VBJMBB, SUPER JUMBO SHALL BE #VBSPRH, AND SUPER JUMBO XL SHALL BE #VBMAXH. USE PURPLE LIDS FOR RECYCLED WATER SYSTEMS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY, DO NOT INSTALL IN HARDSCAPE. J/LI-05 WILKINS #500-HLR PRESSURE REDUCING VALVE 500-HLR SERIES PRESSURE REDUCING VALVE WITH 10 TO 125 PSI SPRING RANGE, SIZE AND PRESSURE SETTING AS NOTED. C/LI-05 WATER METER 2" POC METER `D` IRRIGATION LATERAL LINE: CRESLINE WEST - PVC SCHEDULE 40 1 1/2" & SMALLER - SCH.40 W/ SCH.40 SOLVENT WELD FITTINGS K/LI-05 IRRIGATION LATERAL LINE: CRESLINE WEST - PVC CLASS 315 SDR 13.5 2"-3" - CL. 315 W/ SCH.80 SOLVENT WELD FITTINGS, 2 1/2"-3" FITTINGS SHALL BE THRUST BLOCKED IRRIGATION MAINLINE: CRESLINE WEST - PVC SCHEDULE 40 1 1/2" & SMALLER - SCH.40 W/ SCH.40 SOLVENT WELD FITTINGS K/LI-05 IRRIGATION MAINLINE: CRESLINE WEST - PVC CLASS 315 SDR 13.5 2"-3" - CL. 315 W/ SCH.80 SOLVENT WELD FITTINGS, 2 1/2"-3" FITTINGS SHALL BE THRUST BLOCKED IRRIGATION MAINLINE: CRESLINE WEST - PVC CLASS 200 SDR 21 4" AND LARGER SHALL BE CL. 200 GASKET JOINT W/ LEEMCO DUCTILE IRON FITTINGS & JOINT RESTRAINT SSFSFZ NO SYMBOL E NO SYMBOL PB NO SYMBOL PRMD N / LI-05 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date «
« 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK10 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. IRRIGATION NOTES LANDSCAPE IRRIGATION PLAN LI-02 REFERENCE ONSITE LANDSCAPE ARCHITECTURAL PLANS FOR THE MEADOWS MATCHLINE - SEE LI-03
MATCHLINE - SEE LI-01
SYM. MANUF./MODEL/DESC. PSI DETAIL HUNTER MP CORNER PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP STRIP PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP1000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP2000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP3000 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP3500 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP800SR PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER MP815 PROS-XX-PRS40-CV 6"(TURF) OR 12"(SHRUB) POP-UP WITH CHECK VALVE, ON PRS40 BODY, MP ROTATOR NOZZLE. 40 R/LI-05 HUNTER RZWS-SLEEVE-18-CV 18" LONG RZWS WITH FILTER FABRIC SLEEVE, .25GPM OR .50GPM BUBBLER OPTIONS, CHECK VALVE, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE 30 U/LI-06 COR 0.19-0.45 TURQUOISE 45°-105° 0.22 0.22 0.44 IVORY LT STRIP COPPER RT STRIP BROWN SIDE STRIP LST RST SST M L O 0.21-0.49 0.49-0.63 0.84 MAROON 90°-210° LT BLUE 210°-270° OLIVE 360° K G R 0.43-0.86 0.86-1.10 1.48 BLACK 90°-210° GREEN 210°-270° RED 360° B Y A 0.86-2.12 2.12-2.73 3.64 BLUE 90°-210° YELLOW 210°-270° GRAY 360° LB 1.28-3.29 LIGHT BROWN 90°-210° 0.23-0.43 0.78 OR LG ORANGE 90°-210° LIME GRN 360° 0.49-1.10 1.10-1.40 1.87 MRN&GRY LT BLU&GRY OLV&GRY 90°-210° 210°-270° 360° M L O 0.25 0.50 IRRIGATION SCHEDULE SYM. MANUF./MODEL/DESC. DETAIL HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" ICV GLOBE VALVE W/ 1" HY100 FILTER SYSTEM. PRESSURE REG.: 40PSI. FLOW: 2-20 GPM. USE ICZ-101-LF-40 FOR LESS THAN 2 GPM. INSTALL ONE VALVE PER JUMBO RECT. VALVE BOX W/ LOCKING GREEN COVER HEAT BRANDED WITH 'RCV'. INSTALL VALVES IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A LINE SIZED BALL VALVE. T/LI-06 PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. AA/LI-06 FLUSH VALVE AND ECO-INDICATOR PROVIDE A PLD-LOC CAP AT END OF DRIP DISCHARGE HEADERS, INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT EACH END OF THE TUBING RUNS IN EACH DIRECRTION, INSTALL 18" FROM PAVING. PROVIDE AN ECO-INDICATOR ADJACENT TO ALL FLUSH VALVES AND CONNECT WITH TEE AND SWING JOINT. BB/LI-06 HUNTER PLD-AVR (DRIP AIR RELIEF VALVE) AIR/VACUUM RELIEF VALVE, PLD-AVR, INSTALLED WITH A COMBINATION TEE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MULTIPLE ARV`S SHALL BE REQUIRED PER RCV, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINT OF PLANTER AREA DD/LI-06 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B (AREA) POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. CAN BE INSERTED INTO 1/2" AND 3/4" TUBING AND HAVE PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE. / Emitter Notes: 20HE-B emitters (1 assigned to each 1 gal plant) 40HE-B emitters (1 assigned to each 5 gal plant)40HE-B emitters (2 assigned to each 24"box plant)40HE-B emitters (3 assigned to each 36"box plant) 60HE-B emitters (1 assigned to each 15 gal plant) FA HH, II, JJ / LI-06 60HE-B emitters (1 assigned to each 15 gal plant) AREA TO RECEIVE DRIPLINE HUNTER HDL-06-12-CV HDL-06-12-CV: HUNTER DRIPLINE W/ 0.6 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH GRAY STRIPING. DRIPLINE LATERALS SPACED AT 16" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. ALL TUBING SHALL BE INSTALLED 3" BELOW MULCH GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK Y/LI-06 SYM. MANUF./MODEL/DESC. DETAIL HUNTER ICV-G-FS-AS-ADJ (RCV) 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, WITH NPT THREADED INLET/OUTLET AND FILTER SENTRY. INSTALL ONE VALVE PER STD. RECT. VALVE BOX WITH LOCKING GREEN COVER HEAT BRANDED WITH 'RCV'. VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM THE MAINLINE BY A LINE SIZED BALL VALVE. FF/LI-06 HUNTER HQ-44LRC (QCV) QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY. INSTALL IN A 10" ROUND VALVE BOX WITH LOCKING GREEN COVER HEAT BRANDED WITH 'QCV'. INSTALL EACH QCV ON A 1 1/2" STUB-OUT OFF MAINLINE ISOLATED WITH A 1 1/2" BALL VALVE AND INSTALLED AT 200` O.C G/LI-05 LASCO FITTINGS TUBV-SC (BALL VALVE) 1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER. INSTALL SAME SIZE AS MAINLINE. INSTALL IN VALVE BOX WITH GREEN LID, HEAT BRAND LID WITH "BV". F/LI-05 HUNTER IBV-FS (MASTER VALVE) GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB
GB
GB
GB T R 21'-3" 78'-9"
MD F A FZ LB LB BB B B B B B B B B B B B B A A A A A M M M M M M M A SSEPB PR FS D MV M COR M M M O K B A K 1" 2 D-3 1" 5.82 D-4 1" 22.0 D-7 112" 25.5 D-8 1" 23.0 D-9 1" 1" 1" 1" M M M M M COR K K K K K K K K K K K K K K K K K K K K K K K MM M M M M M M M M M M M COR COR COR M M M M M M M M M SST M M LG 1" 1.98 D-1 1" 8.67 D-2 B B B B K K K COR OR OR OR OR COR B B K K K K K K K K K K 1" 18.4 D-5 1" 9.87 D-10 1" 10.5 D-11 1" 1" 114" 1" 1112.00 1" 1" 1" 1" 1118.00 1" 1" 1" 114" MMM L O O K M M M 1" 114" 1" 1" 1" 1" 20.0 D-43 1" 18.2 D-44 1" 15.7 D-45 1" 19.2 D-46 1" 4.5 D-47 1" 8.5 D-48 1" 8.32 D-49 114" 114" 1" 1" L M M M M O COR 1108.00 COR M COR M M M M COR M M M O M M M M M M M OR OR M RST SST OR OR OR 1" 112" 1 1" 14" 112" 114" 114" 1" 1" 114" 114" 114" 114" 1" 114" 1" 1" 1" 1" 1" 114" 1" A 1" 114" F 1" 1.85 D-12F A 1" 1129.00 1106.00 1108.00 1109.00 1" 6.5 D-6 1" 21 2 " 1 41 " 2" 21 2 " 1" 21 2 " 1" 1 41 " 1" 1 41 " 1" 21 2 " 21 2 " 1 41 " 1" 2" 21 2 " 21 2 " 1" REFERENCE ONSITE LANDSCAPE ARCHITECTURAL PLANS FOR THE MEADOWS LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK09 REFERENCE ONSITE LANDSCAPE ARCHITECTURAL PLANS FOR THE MEADOWS FOR FULL IRRIGATION SCHEDULE SEE SHEET LI-00 1. IRRIGATION MAINLINE AND APPURTENANCES LOCATIONS ARE DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY. 2. IRRIGATION EQUIPMENT SHOWN OUTSIDE OF MAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK LINES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. 3. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. ALL ADJUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND DISTRIBUTION EFFICIENCY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. 4. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, FENCES, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 5. CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6. ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET FROM MAINLINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. IRRIGATION NOTES LANDSCAPE IRRIGATION PLAN LI-03 MATCHLINE - SEE LI-02 ABBREVIATED
Generated: 2025-02-17 11:03 P.O.C. #: 01 Water Source Information: POC METER `D` FLOW AVAILABLE Water Meter Size: 2" Flow Available 70.55 GPM PRESSURE AVAILABLE Static Pressure at POC: 87 PSI Elevation Change: 5.00 ft Service Line Size: 2" Length of Service Line: 20 ft Pressure Available: 84 PSI DESIGN ANALYSIS Max. Multi-valve Flow: 70.55 GPM Flow Available at POC: 70.55 GPM Residual Flow Available: 0 GPM Critical Station: D-14 Design Pressure: 40 PSI Friction Loss: 2.65 PSI Fittings Loss: 0.27 PSI Elevation Loss: 0 PSI Loss through Valve: 16.0 PSI Pressure Req. at Critical Station: 58.9 PSI Loss for Fittings: 0.66 PSI Loss for Main Line: 6.64 PSI Loss for POC to Valve Elevation: -5.63 PSI Loss for Backflow: 13.4 PSI Loss for Master Valve: 2.19 PSI Loss for Water Meter: 3.77 PSI Critical Station Pressure at POC: 79.9 PSI Pressure Available: 84 PSI Residual Pressure Available: 4.06 PSI CRITICAL ANALYSIS NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY D-1 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.25 in/h 0.57 140 278 69.4 D-2 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.29 in/h 0.57 119 1,032 258 D-3 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 42 10.5 D-4 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) AREA FOR DRIPLINE 0.72 in/h 0.57 48 279 69.8 D-5 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.56 in/h 0.57 61 1,120 280 D-6 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 137 34.1 D-7 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.28 in/h 0.57 123 2,708 677 D-8 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.26 in/h 0.57 133 3,389 847 D-9 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.27 in/h 0.57 128 2,938 734 D-10 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.56 in/h 0.57 61 602 151 D-11 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.71 in/h 0.57 20 210 52.5 D-12 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) AREA FOR DRIP EMITTERS 1.29 in/h 0.57 27 49.9 12.5 D-13 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.37 in/h 0.57 93 1,705 426 D-14 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.97 in/h 0.57 36 1,309 327 D-15 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.26 in/h 0.57 131 919 230 D-16 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.28 in/h 0.57 121 1,898 474 D-17 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.29 in/h 0.57 119 1,885 471 D-18 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.75 in/h 0.57 46 603 151 D-19 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) AREA FOR DRIP EMITTERS 1.29 in/h 0.57 27 51.7 12.9 D-20 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.28 in/h 0.57 121 2,194 548 D-21 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.29 in/h 0.57 119 2,193 548 D-22 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 147 36.8 D-23 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 116 28.9 D-24 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.94 in/h 0.57 37 834 209 D-25 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.94 in/h 0.57 37 764 191 D-26 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) AREA FOR DRIP EMITTERS 1.29 in/h 0.57 27 48.1 12.0 D-27 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 42 10.5 D-28 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.27 in/h 0.57 125 306 76.5 D-29 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.39 in/h 0.57 88 984 246 D-30 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) AREA FOR DRIP EMITTERS 1.29 in/h 0.57 27 16.0 4.01 D-31 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.61 in/h 0.57 56 641 160 D-32 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.45 in/h 0.57 76 247 61.8 D-33 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 42 10.5 D-34 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) AREA FOR DRIPLINE 0.72 in/h 0.57 48 260 64.9 D-35 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.28 in/h 0.57 123 1,847 462 D-36 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.29 in/h 0.57 117 1,665 416 D-37 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.9 in/h 0.57 39 315 78.7 D-38 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 1.02 in/h 0.57 34 472 118 D-39 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.27 in/h 0.57 128 2,857 714 D-40 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.29 in/h 0.57 120 2,895 724 D-41 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 126 31.5 D-42 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 200 49.9 D-43 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.26 in/h 0.57 132 2,641 660 D-44 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.28 in/h 0.57 124 2,254 564 D-45 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.26 in/h 0.57 131 2,058 514 D-46 HUNTER ICV-G-FS-AS-ADJ (RCV) SHRUB ROTARY 0.27 in/h 0.57 128 2,452 613 D-47 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 94.5 23.6 D-48 HUNTER ICV-G-FS-AS-ADJ (RCV) BUBBLER 1.7 in/h 0.57 21 179 44.6 D-49 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) AREA FOR DRIPLINE 0.72 in/h 0.57 48 399 99.8 TOTALS: 3,528 50,443 12,611 WATERING SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP D-1 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 1.98 177.8 42.2 65.2 0.25 in/h D-2 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 8.67 171.7 44.0 67.0 0.29 in/h D-3 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 2 165.0 32.2 54.9 1.7 in/h D-4 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIPLINE 5.82 159.8 35.8 63.1 0.72 in/h D-5 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 18.37 243.3 44.7 62.8 0.56 in/h D-6 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 6.5 249.4 33.5 51.6 1.7 in/h D-7 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 22.02 255.7 48.3 66.6 0.28 in/h D-8 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 25.48 262.6 43.7 62.1 0.26 in/h D-9 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 22.95 269.5 47.3 65.8 0.27 in/h D-10 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 9.87 276.6 43.9 62.7 0.56 in/h D-11 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 10.5 285.9 34.4 53.5 1.71 in/h D-12 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIP EMITTERS 1.85 290.1 33.0 54.7 1.29 in/h D-13 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 18.33 441.7 44.6 65.5 0.37 in/h D-14 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 36.37 446.4 58.9 79.9 0.97 in/h D-15 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 7.01 450.9 43.5 64.5 0.26 in/h D-16 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 15.68 459.3 44.9 66.2 0.28 in/h D-17 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 15.84 463.2 45.0 66.3 0.29 in/h D-18 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 13.11 468.7 45.6 67.0 0.75 in/h D-19 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIP EMITTERS 1.91 472.6 33.0 54.4 1.29 in/h D-20 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 18.13 666.1 43.8 70.3 0.28 in/h D-21 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 18.43 675.9 42.8 69.4 0.29 in/h D-22 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 7 683.5 33.7 60.4 1.7 in/h D-23 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 5.5 688.5 32.9 59.6 1.7 in/h D-24 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 22.55 696.2 42.6 69.5 0.94 in/h D-25 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 20.64 703.7 45.6 72.7 0.94 in/h D-26 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIP EMITTERS 1.78 708.5 33.0 60.1 1.29 in/h D-27 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 2 810.0 32.2 66.7 1.7 in/h D-28 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 2.45 817.6 42.2 76.8 0.27 in/h D-29 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 11.19 824.9 44.1 78.8 0.39 in/h D-30 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIP EMITTERS 0.59 843.8 33.0 68.3 1.29 in/h D-31 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 11.44 850.5 44.2 79.8 0.61 in/h D-32 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 3.25 857.2 42.3 78.1 0.45 in/h D-33 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 2 862.3 32.2 68.0 1.7 in/h D-34 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIPLINE 5.41 869.7 36.0 67.1 0.72 in/h D-35 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 15.02 785.8 46.4 73.5 0.28 in/h D-36 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 14.23 790.2 43.1 70.3 0.29 in/h D-37 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 8.07 798.9 43.9 71.2 0.9 in/h D-38 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 13.89 802.3 44.3 71.7 1.02 in/h D-39 HUNTER ICV-G-FS-AS-ADJ (RCV) 1-1/2" SHRUB ROTARY 22.32 809.8 44.6 72.1 0.27 in/h D-40 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 24.13 815.2 48.1 75.7 0.29 in/h D-41 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 6 819.3 33.0 60.6 1.7 in/h D-42 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 9.5 825.2 34.4 62.2 1.7 in/h D-43 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 20.0 237.5 49.9 69.1 0.26 in/h D-44 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 18.18 232.6 49.1 67.8 0.28 in/h D-45 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 15.71 226.0 47.4 66.0 0.26 in/h D-46 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" SHRUB ROTARY 19.15 223.8 48.5 67.0 0.27 in/h D-47 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 4.5 217.5 33.1 51.6 1.7 in/h D-48 HUNTER ICV-G-FS-AS-ADJ (RCV) 1" BUBBLER 8.5 208.0 34.6 52.9 1.7 in/h D-49 HUNTER ICZ-101-40 (DRIP CONTROL ZONE KIT) 1" AREA FOR DRIPLINE 8.32 200.2 38.0 56.2 0.72 in/h Common Wire 2,021 VALVE SCHEDULE LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK12 LANDSCAPE IRRIGATION CALCULATIONS LI-04 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAWINGS, AND/OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THE MAINLINE AND SLEEVING IS DIAGRAMMATIC. ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 6. IRRIGATION EQUIPMENT AS SHOWN IS DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS, BACKFLOWS, AIR/VACUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PLANTING AREAS WHEN FEASIBLE OR AS APPROVED BY OWNER'S REPRESENTATIVE AND THE LANDSCAPE IRRIGATION DESIGNER. 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 8. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER, RECYCLED CROSS CONNECTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR IS TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE (1) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. THE ADDITIONAL WIRE SHALL BE EXTENDED 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX 'SW'. 11. ALL PIPE UNDER PAVED AREAS, HARDSCAPE, OR AS DIRECTED BY OWNERS REPRESENTATIVE TO BE INSTALLED IN SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. ALL 2" AND 3" SLEEVING SHALL BE PVC1220 SCH. 40, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-1785-4. ALL 4" AND LARGER SLEEVING SHALL BE PVC1220 CLASS 200 SDR21, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-2241. SLEEVES UNDER BROW DITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS PREVENTING PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE FROM THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED WITH SAID REVISIONS. 16. SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC PIPE AND CAST IRON PIPE. FLOW THROUGH ANCILLARY EQUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF 7 12 FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 17. ELECTRICAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND/OR BOOSTER PUMP SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND/OR BOOSTER PUMP. GENERAL IRRIGATION NOTES LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date «
« 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK13 12" 1 1
4" COMMUNICATION CABLE PVC CONDUIT (IF REQ.) RAIN SENSOR INSIDE A VANDAL RESISTANT ENCLOSURE 1" PVC CONDUIT FOR 120 VAC FROM POWER SUPPLY PER NEC CODE 1 1
4" PVC CONDUIT FOR FLOW SENSOR/MV WIRES (PAIGE CABLE
P-7162-D) IF REQ.
5 8"x 8' COPPER GROUND ROD WITH #6 BARE GROUND WIRE AND CLAMP V.I.T. STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD BASE PREFORMED POWDERCOATED ALUMINUM MOUNTING PAD TERMINAL BOARD STAINLESS STEEL NEMA 3R WEATHERPROOF ENCLOSURE (UL LISTED) POWER SWITCH AND GFI RECEPTACLE FINISH GRADE 2" BELOW TOP OF MOUNTING PAD FILL BASE OF QUICKPAD WITH 3 8" PEA GRAVEL TO TOP OF BASE UNIT COMPACTED SOIL MASTER VALVE RELAY ASSEMBLY OR PUMP START RELAY ASSEMBLY (OPTIONAL) REMOTE ACCESS CONNECTOR (OPTIONAL) MOUNTING PAD MOUNTING BRACE 6 AWG SOLID COPPER WIRES PVC SWEEP ELL (1 1 2" OR LARGER) CLAMP WIRE CONNECTION
C 10' DO NOT INSTALL ANY OTHER WIRES OR CABLE WITHIN THE SPHERE OF INFLUENCE NOTES: 1. CONTRACTOR SHALL CONSULT SITE UTILITY AS-BUILT(S) AND BECOME FAMILIAR WITH ALL UNDERGROUND ITEMS WITHIN PROJECT SCOPE. 2. FOR HIGH LIGHTNING PRONE AREAS USE BOTH GROUND ROD AND GROUND PLATE. 3. ALL ITEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 4. ALL INSTALLATIONS SHALL MEET MINIMUM REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AND SOUND PRACTICES OF THE INSTITUTE OF ELECTRICAL & ELECTRONIC ENGINEERS (IEEE) TO ENSURE PERSONNEL SAFETY AND EQUIPMENT RELIABILITY. 5. EARTH RESISTANCE SHALL BE MEASURED AND RECORDED AFTER INSTALLATION WITHIN ACCORDANCE OF LATEST REQUIREMENTS OF NFPA 780. DESIRED READINGS ARE 5 TO 10 OHMS BUT NO MORE THAN 25 OHMS. 6. FOR FURTHER REQUIREMENTS CONSULT THE ASIC GUIDELINE 100-2002 FOR EARTH GROUNDING ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS. 7. PROVIDE RECTANGULAR PULL BOX FOR LOW VOLTAGE CONTROL WIRE SPLICES AT BASE OF CONTROLLER. 10' MIN ELECTRODE SPHERE OF INFLUENCE BOUNDARIES #6 AWG SOLID COPPER WIRE GROUND ROD (5/8"x8') ITS MODEL: GR-K PLAN VIEWCONTROLLER CONRETE PAD12" ROUND VALVE BOX GROUND ROD (5/8" X 8') ITS #: GR-K SECTION PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED CONTROLLERPEDESTAL MOUNT CONTROLLER A SCALE: 1" = 1"
B
B
B NOTES: - INSTALLATION MUST CONFORM TO LOCAL CODES - CONTRACTOR MUST PROVIDE BACKFLOW CERTIFICATION. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. - ALL BRASS OR COPPER BELOW GRADE SHALL HAVE AWWA C209 APPROVED PIPE TAPE. BACKFLOW DEVICE WITH PRESSURE REGULATOR SCALE: 1" = 1" DETAIL LEGEND 2341 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, PER LEGEND WYE STRAINER BRASS NIPPLES (LENGTH AS REQ.) FINISHED GRADE SCH.80 PVC FEMALE ADAPTER. PVC PRESSURE SUPPLY LINE, SEE SPECIFICATIONS. 12"x12"x12" CONCRETE THRUST BLOCKS BRASS TXT ELL, LINE SIZE COPPER SXT ELL, LINE SIZE TYPE 'K' COPPER TUBING FROM WATER METER. V.I.T. STRONGBOX QP-30BF QUICK PAD, IF ENCLOSURE IS SPECIFIED, SET 2" ABOVE GRADE FILL BASE OF QUICKPAD WITH 3 4" ROCK TO TOP OF BASE OF UNIT STAINLESS STEEL ENCLOSURE (IF

SPECIFIED) PRESSURE REGULATOR
567891011121314
12" MINIMUM
30" MAXIMUM

SEE SPECS

TRENCH DEPTH
1 2311 13 14
45 10 9 12 8 7 6
B P-2400902-IRR-11 MASTER VALVE SCALE: 1" = 1" DETAIL LEGEND 234
1 1 FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. 24" WIRE LOOP FINISHED GRADE IN SHRUB AREAS BRASS CLOSE NIPPLE (3 REQ'D).

PVC SCH 80 FEMALE ADAPTER (2REQ'D)PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. BRASS UNION (4) BRICK SUPPORTS LANDSCAPE FABRIC 3 4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. NOTE: - USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM SUPPLY SIDE OF THE MASTER VALVE ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 2 3
5678910 13 111213
3"
4" MIN. 2" MIN.
4 6 5
7 11 6 12 6 9 10 7 8
C P-2400902-IRR-02 FLOW SENSOR SCALE: 1" = 1" DETAIL LEGEND 2341 PVC MAINLINE FROM MASTER VALVE FINISHED GRADE IN TURF AREAS 24" WIRE LOOP PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS PVC MAINLINE TO RCV'S (4) BRICK SUPPORTS 3 4" ROCK, 2 CUBIC FEET LANDSCAPE FABRIC 1" ELECTRICAL CONDUIT TO CONTROLLER FLOW NOTES: - NO FITTINGS 10x PIPE O.D. UPSTREAM OF SENSOR, NO FITTINGS 5x PIPE O.D. DOWNSTREAM OF SENSOR. - INSTALL FLOW SENSOR PER THE MANUFACTURER'S RECOMMENDATIONS, ROUTE WIRES THROUGH CONDUIT TO IRRIGATION CONTROLLER. - USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWNSTREAM SIDE OF THE FLOW SENSOR. FLOW 1 2 3 4 5 6 7
8 5678910 11 10 9
4" MIN.
2"
MIN.
3" 11
D P-2400902-IRR-13 EZ-FLO FERTILIZER INJECTOR SCALE: 1" = 1" DETAIL LEGEND 2341 FINISHED GRADE IN TURF AREAS EZ-FLO SHUT OFF VALVES PROPORTIONING CAP WITH FEED ADJUSTMENT KNOB AIR VENT VALVE VALVE BOX WITH LOCKING LID 36"Lx24"Wx24"H FINISHED GRADE IN SHRUB AREAS WATER IN - CONNECT BLACK TUBE TO BLUE CONNECTIONS ON PROPORTIONING CAP AND COUPLING PRESSURE RELIEF VALVE MAIN LINE FROM BACKFLOW (4) BRICK SUPPORTS 3 4" ROCK, 3 CUBIC FEET
1 4" TUBING CLAMP - GREEN AND BLUE COUPLING TUBING CONNECTIONS EZ BALL VALVE COUPLING CONNECTOR - INSTALL ACCORDING TO WATER FLOW DIRECTION ARROW LANDSCAPE FABRIC EZ-FLO FERTIGATION UNIT PER PLAN PVC MAIN LINE TO VALVE MANIFOLD FERTILIZER OUT - CONNECT CLEAR TUBE TO GREEN CONNECTIONS ON PROPORTIONING CAP AND COUPLING FILL VALVE (DRAIN VALVE INCLUDED BUT NOT SHOWN) 3" 2" MIN. NOTES: - USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM DISCHARGE SIDE OF ASSEMBLY. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. - FOLLOW ALL MANUFACTURER DIRECTIONS AND RECOMMENDATIONS. - USE ONLY APPROVED FERTIGATION FORMULAS. DO NOT USE ANY PESTICIDES, HERBICIDES OR FUNGICIDES IN UNIT. - USE VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER DEPTH. FLOW 56789101112131415161718
1 2 3 2 4 5 7 8 6 16 15 14 13 12 11 10 9 17 18
E P-2400902-IRR-12 BALL VALVE - TRUE UNION SCALE: 1" = 1" DETAIL LEGEND 2341 FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. DUAL UNION CONNECTIONS AS PART OF BALL VALVE, THREADED IF SPECIFIED IN LEGEND FINISHED GRADE IN SHRUB AREAS MAINLINE, DEPTH PER SPECS. (4) BRICK SUPPORTS
3 4" ROCK, 2 CUBIC FT. LANDSCAPE FABRIC PVC SCH 80 FEMALE ADAPTER PVC SCH 80 THREADED NIPPLE FLOW NOTES: - BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE HANDLE. - INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE. - INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH. - ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR PASTE. 1 2 3 5 4
5 6
6 8 7
78 4" MIN.
2" MIN.
3"
910
9 10 10 9
F P-2400902-IRR-04 QUICK COUPLER VALVE SCALE: 1" = 1" DETAIL LEGEND 234
1 1 FINISHED GRADE IN TURF AREAS PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. QUICK COUPLER VALVE SEE LEGEND FOR SPEC. FINISHED GRADE IN SHRUB AREAS BRASS NIPPLE, THREADED IN PLACE (4) BRICK SUPPORTS LASCO SCH. 40 TRIPLE SWING JOINT ASSEMBLY WITH MALE BRASS STABILIZER ELBOW MAINLINE, SEE SPECS. #4 x 36" REBAR STAKES, (1 of 2) LANDSCAPE FABRIC
3 4" ROCK, 1 CUBIC FT. HARDSCAPE EDGE INSTALL MAINLINE 18" OFF OF HARDSCAPE EDGE SCH.80 TEE, MAINLINE x 1 1 2" SxSxS BALL TYPE ISOLATION VALVE SCH. 80 PVC UNION NOTES: - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. - QUICK COUPLER VALVE KEY MUST SWIVEL FREELY WHEN INSERTED INTO LUG TRACK. 2 3 4
5678
56789 11 10 9 1011 1213 1213 141516
73 SECTION PLAN 141516
3"
2" MIN.

G P-2400902-IRR-08 REMOTE CONTROL VALVE SCALE: 1" = 1" DETAIL LEGEND FINISHED GRADE IN TURF AREAS LATERAL PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP VALVE ID TAG SCH. 80 PVC THREADED ELL OR TEE CONTROL VALVE, SEE LEGEND FOR SPECS SCH 80 PVC NIPPLES (TYP)., LENGTH AS REQUIRED (4) BRICK SUPPORTS IRRIGATION MAINLINE OR MANIFOLD SUB-MAIN 3 4" ROCK GRAVEL, 2 CUBIC FEET LANDSCAPE FABRIC SCH. 80 UNION SCH. 80 FEMALE ADAPTER NOTES: - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. - IF MAINLINE OR MANIFOLD SUB-MAIN IS AT VALVE DEPTH, TEE INTO VALVE WITH SCH.80 NIPPLE, LENGTH AS REQUIRED. 3"
4" MIN.
2" MIN.
234
1 1
2 3 4
7 6 5
5678910
8 91011 14 13 12 11121314 15 15
H P-2400902-IRR-03 VALVE MANIFOLD INSTALLATION SCALE: 1" = 1" DETAIL LEGEND 2341 IRRIGATION MAINLINE INSTALLED 18" OFF HARDSCAPE EDGE QUICK COUPLER VALVE ON SWING JOINT IN ROUND VALVE BOX HARDSCAPE EDGE SCH. 80 PVC UNION BALL TYPE ISOLATION VALVE, IF SPECIFIED SCH. 80 PVC TEE, SxSxS MAINLINE X MANIFOLD SIZE SCH. 80 PVC TEE, SxSxS, SIZE PER LARGEST VALVE MINIMUM 12" SEPARATION BETWEEN ALL VALVE BOXES IRRIGATION SUB-MAINLINE, SIZE PER LARGEST VALVE REMOTE CONTROL VALVE LATERAL LINE TO SPRINKLERS NOTE: - IF MANIFOLD SUB-MAIN IS AT VALVE DEPTH, TEE INTO VALVE WITH SCH.80 NIPPLE, LENGTH AS REQUIRED. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE 1245
5 54
12" TYP.
8 12" TYP. 12" TYP.
67 108
411
9 9 10
12" TYP.
6 18" TYP.3 11
7 I P-2400902-IRR-05 VALVE BOX LAYOUT AND LABELING SCALE: 1" = 1" DETAIL LEGEND 2341 #1 - JUMBO RECTANGULAR VALVE BOX (22"x16"x12") #2 - STANDARD RECTANGULAR VALVE BOX (18"x12"X12") #3 - ROUND VALVE BOX (10" DIA)#4 - ROUND VALVE BOX (6" DIA)

EDGE OF PAVING, WALL OR BUILDING
2" LABELING PER SPECIFICATIONS, SEE TABLE CONTROLLER/EQUIPMENT DESIGNATION VALVE NUMBER IDENTIFICATION NOTES: 1. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALT BASED WATERPROOF PAINT. 2. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. 3. LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUND COVER AREAS WHEN POSSIBLE. 4. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 5. CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS AND MAINTENANCE. 6. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOPS AT FINISH GRADE IN TURF AREAS OR 3" ABOVE FINISH GRADE IN SHRUB/GROUND COVER AREAS. 7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF PAVEMENT. 8. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTING AROUND BOX. 9. ON RECYCLED SYSTEMS ALL VALVE BOXES AND QUICK COUPLING VALVES SHALL BE CLEARLY COLORED PURPLE. 10. VALVE BOX # 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE.

BV
A-17
MV
QCV
GR #1 #2 #2 #3 #4

CONTROLLER
LABEL
AAAAAAAAAAAAAAAAAA CC RCV+STATION # MVFSBVBVFZBSMSPB QCV FV SLV DV ARV PRHMGR COMMUNICATION CABLE PULL BOX REMOTE CONTROL VALVE MASTER CONTROL VALVE FLOW SENSOR BALL VALVE - 3" OR LESS BALL VALVE - 4" OR LARGER FERTILIZER INJECTOR BASKET STRAINER MOISTURE SENSOR CONTROL WIRE PULL BOX QUICK COUPLER VALVE FLUSH VALVE SLEEVE MARKER DRAIN VALVE AIR/VACUUM RELIEF PRESSURE REG. VALVE HYDROMETER GROUNDING ROD EQUIPMENT 12" 12" 12" 12" PLAN VIEW
5 1 5 2 2 3 4
6 6 8 7 6 678 #3#2#2#2#2#1#1#2#2#2#3#4#3#2#4#2#2#4

BOX SIZE
12"
J P-2400902-IRR-06 PIPE INSTALLATION - POTABLE SCALE: 1" = 1" DETAIL LEGEND 234
1 1 FINISHED GRADE RECOMPACTED NATIVE BACKFILL FREE OF ROCKS DETECTABLE WARNING TAPE 12" ABOVE MAINLINE (MINIMUM) LATERAL LINES, SEE SPECS. UNDISTURBED SOIL SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER NOTE: - BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED DIMENSION A B12" 24" 18" 3" IN SIZE 1/2" TO 2-1/2" IN SIZE 4" AND LARGER 30" 6345
5 7
6 8
7 A
B
C
C6" 6" 6"
D6" 6" 6"
D
D
D
2 4" 8
K P-2400902-IRR-14 SLEEVE INSTALLATION - POTABLE SCALE: 1" = 1" DETAIL LEGEND 2341 PAVING RECOMPACTED NATIVE BACKFILL FREE OF ROCKS DETECTABLE WARNING TAPE 12" ABOVE MAINLINE SLEEVE (MINIMUM) LATERAL LINE SLEEVE(S), SEE LEGEND FOR SPECS UNDISTURBED SOIL CONTROL WIRE SLEEVE, SEE LEGEND FOR SPECS SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL MAINLINE SLEEVE, SEE LEGEND FOR SPECS NOTES: - SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. - DETECTABLE WARNING TAPE SHALL BE PROVIDED FOR ALL PRESSURE MAINLINES. STANDARD 5MIL THICKNESS, 3" WIDTH WITH ALUMINUM CORE. PERMANENTLY PRINTED AND A.P.W.A. UNIFORM COLOR CODE. - EXTEND ALL SLEEVES 12" MINIMUM PAST HARDSCAPE EDGES - BACKFILL SHOULD BE PLACED IN 6" LAYERS AND TAMPED. - CONTRACTOR SHALL INSTALL PULL BOX 6" FROM THE END OF EACH SIDE OF ANY ROAD CROSSINGS 567 DIMENSION- PEDESTRIAN
A B C 2" TO 12" SIZE 24" 18" 6" DIMENSION- VEHICLE 2" TO 12" SIZE 30" 24" 6" D 12" 18"
1234568
B
A
D
D
C
D
D
D
8 7 4"
L P-2400902-IRR-15 WIRE CONNECTORS SCALE: 1" = 1" DETAIL LEGEND LOW VOLTAGE WIRES, 3 MAXIMUM OUTER CASE OF WATERPROOF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION WIRE NUT NOTES: - INSPECT, TEST, AND VERIFY PROPER SYSTEM CONNECTION BEFORE INSERTION INTO SEALANT CARTRIDGE. - DO NOT REUSE SEALANT CARTRIDGES. M P-2400902-IRR-17 DECODER - FLOW SENSOR CONNECTION SCALE: 1" = 1" DETAIL LEGEND 234
1 1 WIRE FROM SENSOR DECODER TO GROUNDING ROD USING CAD WELD (1 OF 2) GROUNDING ROD PER ASIC SPECIFICATIONS SENSOR DECODER PER LEGEND COMMUNICATION CABLE PER LEGEND TO/FROM DEVICES (FIELD DECODER,SENSOR DECODER, OR CONTROLLER) WIRE FROM SENSOR DECODER TO FLOW SENSOR WATERPROOF CONNECTION PER LEGEND (1 OF 4) FLOW SENSOR PER LEGEND AND DETAILS SEE FLOW SENSOR DETAIL FOR INSTALLATION METHOD NOTES: - SEE FLOW SENSOR DETAIL AND LEGEND FOR FLOW SENSOR INSTALLATION METHODS AND MATERIALS. - SECONDARY WIRE RUN BETWEEN SENSOR DECODER AND FLOW METER NOT TO EXCEED 150' WITH 14 GAUGE WIRE. - PLACE 5' OF EXTRA WIRE IN VALVE BOX FOR SERVICING. - INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WIRE SPLICE STEPS 1. STRIP WIRES 1 2" TO 5
8". USING LINEMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES. INSERT INTO SCOTCHLOK ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED. 2. INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD THE SCOTHLOK CONNECTOR IN PLACE. 3. POSITION WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. 2 3 4 5 6
567
7 8
8 N P-2400902-IRR-18 DECODER - GROUNDING ROD SCALE: 1" = 1" DETAIL LEGEND 234
1 1 VALVE BOX WITH COVER: 10-INCH ROUND SIZE
5 8" x 8' GROUNDING ROD: 50 OHMS OR LESS BRASS CLAMP OR CAD-WELD (1 OF 2) WIRE FROM SURGE PROTECTION TO GROUNDING ROD (1 OF 2) LINE SURGE PROTECTION WATERPROOF CONNECTION (1 OF 2) 3" MIN. DEPTH OF 3 4" ROCK BRICK SUPPORT (1 OF 2) FINISHED GRADE / TOP OF MULCH TWO-WIRE CABLE TO/FROM NEXT DEVICE NOTES: - SURGE PROTECTION SHOULD BE INSTALLED EVERY 1000' ON TWO-WIRE PATH. SURGE PROTECTION TO BE INSTALLED AT END OF WIRE RUN THAT TERMINATES IN THE FIELD (STAR CONFIGURATION). INSTALL PER ASIC GUIDELINES WIRE SPLICE STEPS 1. STRIP WIRES 1 2" TO 5
8". USING LINEMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES. INSERT INTO SCOTCHLOK ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED. 2. INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD THE SCOTHLOK CONNECTOR IN PLACE. 3. POSITION WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. 2 3 4 5
5 6
6 7 8 9 10
78910
O P-2400902-IRR-36 DECODER - ONE OR TWO STATION SCALE: 1" = 1" DETAIL LEGEND 2341 TWO-WIRE TWISTED CABLE FROM CONTROLLER OR NEXT DECODER, ALLOW 5 FT. OF SLACK PER DECODER IN EACH VALVE BOX DBY-6 WATERPROOF CONNECTORS (TYP) GROUNDING ROD IN 10" ROUND VALVE BOX. USE CAD-WELDS (2 REQ.) INSTALL PER ASIC GUIDELINES. 1 PER 12 DECODERS OR EVERY 1000 FT. ONE OR TWO STATION DECODER PER LEGEND DBY WATERPROOF CONNECTORS (TYP) SOLENOID #1 (VALVE), MASTER VALVE, OR BOOSTER PUMP / VALVE (MAXIMUM 2)SOLENOID #2 (VALVE), MASTER VALVE, OR BOOSTER PUMP / VALVE (MAXIMUM 2) NOTE: - MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM DECODER TO SOLENOID IS 150 FEET. NOTE: All DECODERS SHALL HAVE THE FOLLOWING ADDRESS AND CORRESPONDING COLOR ADDRESS 1 = BLACK ADDRESS 2 = YELLOW ADDRESS 3 = GREEN ADDRESS 4 = WHITE ADDRESS 5 = ORANGE ADDRESS 6 = PURPLE WIRE SPLICE STEPS 1. STRIP WIRES 1 2" TO 5
8". USING LINEMANS PLIERS OR OTHER STYLE TOOL, TWIST ENDS TOGETHER MIN 3 TIMES. INSERT INTO ELECTRICAL CONNECTOR AND ROTATE CLOCKWISE UNTIL ADDITIONAL FORCE IS REQUIRED. 2. INSERT THE SPLICE INTO THE GEL-FILLED INSULATOR TUBE. PUSH PAST THE LOCKING FINGERS TO HOLD THE CONNECTOR IN PLACE. 3. POSITION WIRE CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. 1 2 3 4 5
5 6
67 6
P P-2400902-IRR-37 POP-UP SPRAY OR ROTOR HEAD ON SWING JOINT SCALE: 1" = 1" DETAIL LEGEND 2341 ROTOR HEAD, SEE LEGEND FOR SPECIFICATION INSTALL IRRIGATION HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS SPRAY HEAD, SEE LEGEND FOR SPECIFICATION INSTALL SPRINKLER HEAD 1 2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS UNDISTURBED SOIL TRIPLE SWING JOINT ASSEMBLY, 8" LAY MINIMUM SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: - INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. - INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. - INSTALL SPRINKLER HEADS PLUMB. - ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. - DO NOT USE SIDE INLET ON HEADS WITH INTEGRAL CHECK VALVE. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. - SHRUB RISER CAN BE USED ON HEADS 10' AWAY FROM ANY HARDSCAPE. 5678
1 2 3
45678
1 2"
1 2"
R P-2400902-IRR-01 SHRUB SPRAY ON RISER SCALE: 1" = 1" DETAIL LEGEND 2341 SHRUB ADAPTER SPRAY, SEE LEGEND FOR SPECIFICATION SECURE RISER TO STAKE WITH STAINLESS STEEL "PUNCH-LOK" CLAMP, TWO REQUIRED SCH 80 PVC NIPPLE, TWO REQUIRED LENGTH AS REQUIRED SPRING TYPE ANTI-DRAIN VALVE FINISHED GRADE REBAR STAKE, #4, SIZE AS REQUIRED UNDISTURBED SOIL TRIPLE SWING JOINT ASSEMBLY SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: - INSTALL SPRINKLER HEADS 12 INCHES FROM FENCES WALLS OR BUILDINGS. DO NOT INSTALL FIXED RISER HEADS WITHIN 10 FEET OF PAVING, CURBS OR TURF EDGES. - INSTALL FIXED RISER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 5678
1345678910
9 12" MIN.
2 10
Q P-2400902-IRR-52 SHRUB ROTOR ON RISER SCALE: 1" = 1" DETAIL LEGEND 2341 SHRUB ROTOR, SEE LEGEND FOR SPECIFICATION SHRUB RISER ASSEMBLY, SEE LEGEND FOR SPECIFICATION SECURE RISER TO STAKE WITH STAINLESS STEEL "PUNCH-LOK" CLAMP, TWO REQUIRED SCH 80 PVC NIPPLE, TWO REQUIRED LENGTH AS REQUIRED REBAR STAKE, #4 x 36" LENGTH SPRING TYPE ANTI-DRAIN VALVE FINISHED GRADE UNDISTURBED SOIL SCH 40 PVC THREADED COUPLING TRIPLE SWING JOINT ASSEMBLY SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: - INSTALL SPRINKLER HEADS 12 INCHES FROM FENCES WALLS OR BUILDINGS. DO NOT INSTALL FIXED RISER HEADS WITHIN 10 FEET OF PAVING, CURBS OR TURF EDGES. - INSTALL FIXED RISER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 5678910
12" MIN.
1345648910271112 1112
S P-2400902-IRR-54 LANDSCAPE IRRIGATION DETAILS LI-05
LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK14 DRIPLINE PROFILE SCALE: 1" = 1" DETAIL LEGEND 234 1 1 TEE TOP OF MULCH PRESSURE-COMPENSATING IN-LINE EMITTER TUBING PER LEGEND TIE DOWN STAKE 5 FINISHED GRADE 2 3 4 5 V P-2400902-IRR-21 TREE RING DRIP LAYOUT SCALE: 1" = 1" DETAIL LEGEND 234 1 1 DRIP VALVE ASSEMBLY (SEE LEGEND) BLANK TUBING, LENGTH AS REQUIRED PVC HEADER, PER PLAN MANUAL ISOLATION BALL VALVE PER LEGEND LANDSCAPE DRIPLINE, LENGTH AND TYPE PER LEGEND TREE ROOTBALL EMISSION POINT (TYP) ESTIMATED DRIPLINE OF MATURE TREE AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT COUPLING, (1 OF 2) MANUAL LINE FLUSHING VALVE W/ GRAVEL 5 LF MV AR 234567891011 67891011 10" MAX. W P-2400902-IRR-22 DRIP LAYOUT - END FEED SCALE: 1" = 1" DETAIL LEGEND 234 1 1 DRIP VALVE ASSEMBLY (SEE LEGEND) HUNTER ECO INDICATOR PVC SUPPLY HEADER DRIP TUBING START CONNECTION DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE PVC EXHAUST HEADER FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER F NOTE: - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. AR I I 23456789210 5678910 X P-2400902-IRR-23 DRIP LAYOUT - MULTIPLE BEDS SCALE: 1" = 1" DETAIL LEGEND 2341 DRIP VALVE ASSEMBLY (SEE LEGEND) DRIP TUBING START CONNECTION PVC SUPPLY HEADER HUNTER ECO INDICATOR DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER NOTE: - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. FFFAR III 1234495 56789 678 Y P-2400902-IRR-24 DRIP LAYOUT - ODD CURVES SCALE: 1" = 1" DETAIL LEGEND 2341 DRIP VALVE ASSEMBLY (SEE LEGEND) DRIP TUBING START CONNECTION PVC SUPPLY HEADER HUNTER ECO INDICATOR DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER PVC EXHAUST HEADER BLANK TUBING HEADER CENTERED ON MOUND OR BERM NOTE: - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 56789 F AR I I 1234 5 6 7 8 4 10 10 11 11 9 Z P-2400902-IRR-25 DRIP LAYOUT - CENTER FEED SCALE: 1" = 1" DETAIL LEGEND 2341 DRIP VALVE ASSEMBLY (SEE LEGEND) DRIP TUBING START CONNECTION PVC SUPPLY HEADER HUNTER ECO INDICATOR DRIP TUBING, PER LEGEND, NOT TO EXCEED 200 LINEAR FEET BETWEEN HEADERS AIR RELIEF VALVE, PER LEGEND, INSTALL AT HIGHEST POINT ON ZONE AREA PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE FLUSH VALVE, PER LEGEND, PLUMB TO EXHAUST HEADER PVC EXHAUST HEADER NOTE: - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 5678910 FF AR I I 123456784991010 AA P-2400902-IRR-26 DRIP ECO INDICATOR SCALE: 1" = 1" DETAIL LEGEND 2341 FINISHED GRADE IN TURF TOP OF MULCH, 3-4" DEEP LAYER HUNTER ECO INDICATOR 12" FPT CONNECTION FROM LATERAL LATERAL PIPE PER PLAN SWING JOINT NOTE: - LOCATE AIR RELIEF VALVE(S) AT HIGHEST POINT(S) OF ZONE. - MULTIPLE AIR RELIEF VALVES MAY BE NECESSARY. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 56 132456 BB P-2400902-IRR-27 FLUSH VALVE - HUNTER PLD SCALE: 1" = 1" DETAIL LEGEND 2341 HUNTER PLD-BV HUNTER PLD BLANK TUBING 24" LENGTH DRIP LINE PER PLAN 6" DIA. ROUND VALVE BOX (INSTALL PER SPECS), HEAT BRAND 'FV' ON LID BRICK SUPPORTS (THREE) 12" CRUSHED GRAVEL SUMP (MINIMUM 6" DEPTH) 12345 5 6 6NOTE: - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. CC P-2400902-IRR-28 DRIP AIR RELIEF VALVE SCALE: 1" = 1" DETAIL LEGEND 2341 TOP OF MULCH FINISHED GRADE 3 4" WASHED GRAVEL, 1 CUBIC FOOT AIR RELIEF VALVE 3 4" MPT x 12" FPT BUSHING PLD-075-TBTEE FITTING PROFESSIONAL LANDSCAPE DRIPLINE FILTER FABRIC BRICK SUPPORTS (THREE) NOTE: - LOCATE AIR RELIEF VALVE(S) AT HIGHEST POINT(S) OF ZONE. - MULTIPLE AIR RELIEF VALVES MAY BE NECESSARY. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 1 2 4 5 6 7 5678 3 8 9 9 DD P-2400902-IRR-29 V-DITCH CROSSING - BELOW SCALE: 1" = 1" DETAIL LEGEND 2341 FINISHED GRADE, SLOPE VARIES V-DITCH PVC PIPE, DEPTH AS PER PLAN, CONNECT TO SCH. 80 SWING JOINT WITH SCH. 80 PVC MALE ADAPTER (TYP) PVC PIPE, SIZE AS SHOWN ON PLANS 1 2 3 4 3 EE P-2400902-IRR-45 DRIP VALVE ASSEMBLY WITH BASKET STRAINER SCALE: 1" = 1" DETAIL LEGEND 234 1 1 FINISHED GRADE IN TURF AREAS PRESSURE REGULATOR, SEE LEGEND FOR SPECS. BASKET STRAINER, SEE LEGEND FOR SPECS. PLASTIC RECTANGULAR 'JUMBO' VALVE BOX(S) WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. REMOTE CONTROL VALVE, SEE LEGEND FOR SPECS. 24" WIRE LOOP WITH DRI-SPLICE CONNECTORS (1 OF 2) VALVE ID TAG FINISHED GRADE IN SHRUB AREAS SCH. 80 PVC TxT ELL SCH 80 PVC NIPPLES LENGTH AS REQ., (1 OF 2) (4) BRICK SUPPORTS IRRIGATION MAINLINE OR MANIFOLD SUPPLY 3 4" ROCK, 2 CUBIC FEET LANDSCAPE FABRIC 3" TO DRIP SYSTEM NOTES: - INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. 2 3 4 5 6 56 7 8 78 910 910 11 1112 14 13 12 1314 2" MIN.
3" MIN. T P-2400902-IRR-31 TREE ROOT ZONE WATERING SYSTEM SCALE: 1" = 1" DETAIL LEGEND 234 1 1 FINISHED GRADE IN TURF AREAS GRATED CAP FINISHED GRADE IN SHRUB AREAS HUNTER 0.25 or 0.50 GPM PCB BUBBLER HUNTER HCV CHECK VALVE (OPTIONAL) 3 4" GRAVEL PATENTED STRATA ROOT SYSTEM HUNTER SWING JOINT MODEL #SJ-5XX-X LATERAL PIPE PVC SCH 40 TEE OR EL ROOT INTRUSION BARRIER HUNTER FILTER FABRIC SLEEVE #RZWS SLEEVE 2 3 4 5 56 3" 3" 6 7 7 8 8 910 910 1112 1112 2" U P-2400902-IRR-09 RCV INSTALLATION AT TOP/TOE OF SLOPE SCALE: 1" = 1" DETAIL LEGEND 234 1 1 TOE OF SLOPE SPRING TYPE CHECK VALVE LATERAL LINE (TYP.) REMOTE CONTROL VALVE TOP OF SLOPE MAINLINE SWING TYPE CHECK VALVE NOTES: - WHEN HEADS ARE ABOVE RCV, USE SWING CHECK VALVES "CV" WHERE LATERALS CONNECT TO RCV. - WHERE HEADS ARE BELOW RCV USE SPRING CHECK VALVES AT LATERALS. - INSTALL IN SEPERATE 6" VALVE BOX. - ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. CV RCV AT TOP OF SLOPE RCV AT TOE OF SLOPE 62333344 56 5 7 56713 CV FF P-2400902-IRR-07 WIRE PULL BOX SCALE: 1" = 1" DETAIL LEGEND 2341 FINISHED GRADE IN TURF AREAS 10" ROUND PLASTIC VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "PB" ONTO LID. 24" WIRE EXPANSION LOOP (TYP). WATER PROOF WIRE CONNECTORS FINISH GRADE IN SHRUB AREAS 3 4" ROCK, 1 CUBIC FT. (4)BRICK SUPPORTS LANDSCAPE FABRIC PVC ELECTRICAL SWEEP (IF INSTALLED IN CONDUIT) 1 2 3 7 4 5 56 968 789 6" 3" GG P-2400902-IRR-16 LANDSCAPE IRRIGATION DETAILS LI-06 VERDURA WALL - DRIP SCALE: N.T.S. DETAIL LEGEND 234 1 1 SINGLE OUTLET PRESSURE COMPENSATING EMITTER #3 "J" HOOK REBAR PIPE STABILIZER. EMBEDED IN OPEN CELL 12" DIA. POLYETHYLENE TUBING UVR PVC SCH 40 LATERAL FINISH GRADE AIR RELEASE VALVE VERDURA WALL PER MFG. SPECIFICATIONS PIN TUBING IN PANTING CELL W/ LANDSCAPE STAPLE 5678 TO REMOTE CONTROL VALVE 2 2 3 4 5 7 6 8 5 HH P-2400902-IRR-55 VERDURA WALL - POLY TUBING - END CONNECTION SCALE: N.T.S. DETAIL LEGEND 2341 POLYETHYLENE TUBING SINGLE OUTLET PRESSURE COMPENSATING EMITTER 12" COMPRESSION HOSE END PLUG W/ THREDDED CAP VERDURA WALL PER MFG. SPECIFICATIONS 1 2 3 4 II P-2400902-IRR-56 TRANSITION CONNECTION W/ FLUSH VALVE SCALE: N.T.S. DETAIL LEGEND 2341 D2- UVR PVC SCH 40 ELLS (T X T) AND 1- UVR PVC SCH 40 (T X T) THREADED, 6" LONG NIPPLE 1/2" POLYETHYLENE TUBING UVR PVC SCH 40 LATERAL, ON GRADE SINGLE OUTLET EMITTER PIPE STABILIZER @ 10' O.C. MAXIMUM SPACING 6 8 1 2 4 9 7 3 5 1 9 NOTE: INSTALL FLUSH VALVE ASSEMBLY AT EVERY FIFTH VERTICAL LAYER OF DRIP LINE. FLUSH VALVE ASSEMBLY VERDURA WALL PER MFG. SPECIFICATIONS 1/2" COMPRESSION TO 1/2" PVC ADAPTER FINISH GRADE 5678 JJ P-2400902-IRR-57 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK15 SECTION 02811 LANDSCSAPE IRRIGATION PART I - GENERAL 1.01 SUMMARY A. IT IS THE INTENT OF THE SPECIFICATIONS AND DRAWINGS THAT THE FINISHED SYSTEM IS COMPLETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION SATISFACTORY TO THE OWNER. B. THE WORK SHALL INCLUDE ALL MATERIALS, LABOR, SERVICES, TRANSPORTATION, AND EQUIPMENT NECESSARY TO PERFORM THE WORK AS INDICATED ON THE DRAWINGS, IN THESE SPECIFICATION, AND AS NECESSARY TO COMPLETE THE CONTRACT. 1.02 CONSTRUCTION DRAWINGS A. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING, AND ARCHITECTURAL FEATURES. B. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEM IS SHOWN ON THE PLANS BUT NOT SHOWN ON THE SPECIFICATIONS OR VICE VERSA, IT SHALL BE DEEMED TO BE AS SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION. C. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AS SOON AS DETECTED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. 1.03 QUALITY ASSURANCE A. PROVIDE AT LEAST ONE ENGLISH SPEAKING PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. B. MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. C. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. D. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE REPLACED IMMEDIATELY AT NO ADDITIONAL COST TO OWNER. E. THE CONTRACTOR SHALL SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. 1.04 SUBMITTALS A. MATERIALS LIST: 1. AFTER AWARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE DELIVERED TO THE JOB SITE, SUBMIT TO THE OWNER A COMPLETE LIST OF ALL IRRIGATION SYSTEMS, MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT. 2. SHOW MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM, FURNISH COMPLETE CATALOG CUTS AND TECHNICAL DATA, FURNISH THE MANUFACTURER'S RECOMMENDATIONS AS TO THE METHOD OF INSTALLATION. 3. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE. B. SUBSTITUTIONS: IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR FOR APPROVAL. 1. PROVIDE A WRITTEN STATEMENT INDICATING THE REASON FOR MAKING THE SUBSTITUTION. 2. PROVIDE CATALOG CUT SHEETS, TECHNICAL DATA, AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE ITEM. 3. PROVIDE IN WRITING THE DIFFERENCE IN INSTALLED PRICE IF THE ITEM IS ACCEPTED. 1.05 EXISTING CONDITIONS A. THE CONTRACTOR SHALL VERIFY AND BE FAMILIAR WITH THE LOCATIONS, SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF WATER, ELECTRICAL SUPPLY, AND ANY TELEPHONE LINE CONNECTION TO THE IRRIGATION SYSTEM. B. IRRIGATION DESIGN IS BASED ON THE AVAILABLE STATIC WATER PRESSURE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY STATIC WATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. C. PRIOR TO CUTTING INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWER SEPTIC TANKS, AND OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN THE SUCH OBSTACLES AND THE PROPOSED WORK, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER WHO WILL ARRANGE FOR RELOCATIONS. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF A ROCK LAYER OR ANY OTHER SUCH CONDITIONS ARE ENCOUNTERED. A. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN COST, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. B. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED SLEEVING AS SHOWN ON THE PLANS. 1.06 INSPECTIONS A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE AND CITY INSPECTOR TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. B. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR, IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND/OR GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. SHOULD ANY WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM: 1. SYSTEM LAYOUT 2. PRESSURE TEST OF IRRIGATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC WATER PRESSURE, WHICH EVER IS GREATER) APPROVAL REQUIRED BY CITY INSPECTOR. 3. COVERAGE TEST OF IRRIGATION SYSTEM (APPROVAL REQUIRED BY CITY INSPECTOR). 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 5. FINAL ACCEPTANCE D. SITE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. RECORD DRAWINGS MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. E. WORK WHICH FAILS TESTING AND IS NOT ACCEPTED WILL BE RETESTED. HOURLY RATES AND EXPENSES OF THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES FOR REINSPECTION OR RETESTING WILL BE PAID BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER. 1.07 STORAGE AND HANDLING A. USE ALL MEANS NECESSARY TO PROTECT IRRIGATION SYSTEM MATERIALS BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION WORK AND MATERIALS OF ALL OTHER TRADES. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPTANCE OF THE LANDSCAPE ARCHITECT AND OWNER AND AT NO ADDITIONAL COST TO THE OWNER. B. EXERCISE CARE IN HANDLING, LOADING, UNLOADING, AND STORING PLASTIC PIPE AND FITTINGS UNDER COVER UNTIL READY TO INSTALL. TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. 1.08 CLEANUP AND DISPOSAL A. DISPOSE OF WASTE, TRASH, AND DEBRIS IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. BURY NO SUCH WASTE MATERIAL AND DEBRIS ON THE SITE. BURNING OF TRASH AND DEBRIS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF RUBBISH AND DEBRIS GENERATED BY HIS WORK AND WORKMEN AT FREQUENT INTERVALS OR WHEN ORDERED TO DO SO BY THE OWNER'S AUTHORIZED REPRESENTATIVE. B. AT THE TIME OF COMPLETION THE ENTIRE SITE WILL BE CLEARED OF TOOLS, EQUIPMENT, RUBBISH AND DEBRIS WHICH SHALL BE DISPOSED OF OFF-SITE IN A LEGAL DISPOSAL AREA. 1.09 TURNOVER ITEMS A. RECORD DRAWINGS: 1. RECORD ACCURATELY ON ONE SET OF CONTRACT DRAWINGS ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. 2. THE CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. PRIOR TO FINAL INSPECTION OF WORK, SUBMIT RECORD DRAWINGS TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 3. DIMENSIONS FROM/TO PERMANENT POINTS OF REFERENCE SUCH AS BUILDINGS, SIDEWALKS, CURBS, ETC. SHALL BE SHOWN. DATA ON RECORD DRAWINGS SHALL BE RECORDED ON A DAY TO DAY BASIS AS THE PROJECT IS BEING INSTALLED. ALL LETTERING ON DRAWINGS SHALL BE MINIMUM 1/8 INCH IN SIZE. 4. SHOW LOCATIONS AND DEPTHS OF THE FOLLOWING ITEMS: a. POINT OF CONNECTION (INCLUDING WATER METERS, BACKFLOW PREVENTERS, MASTER CONTROL VALVES, ETC.) b. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSIONS SHOWN AT A MAXIMUM OF 100 FEET ALONG ROUTING) c. GATE VALVES d. AUTOMATIC REMOTE CONTROL VALVES AND ISOLATION BALL VALVES e. QUICK COUPLING VALVES AND ISOLATION BALL VALVES f. ROUTING OF CONTROL WIRES g. IRRIGATION CONTROLLERS h. RELATED EQUIPMENT (AS MAY BE DIRECTED) 5. MAINTAIN RECORD DRAWINGS ON SITE AT ALL TIMES. UPON COMPLETION OF WORK, TRANSFER ALL AS-BUILT INFORMATION AND DIMENSIONS TO REPRODUCIBLE SEPIA PRINTS. 6. FINAL AS-BUILT PLANS SHALL BE PREPARED BY GMP FROM THE DIMENSIONS PROVIDED BY THE CONTRACTOR. 7. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. 8. THE FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO CITY RELEASE OF SECURITIES. B. CONTROLLER CHARTS: 1. RECORD DRAWINGS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE CHARTS ARE PREPARED. 2. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER. CHART SHALL SHOW THE AREA COVERED BY THE PARTICULAR CONTROLLER. 3. THE CHART IS TO BE A REDUCED COPY OF THE ACTUAL "RECORD" DRAWING. IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A READABLE SIZE. 4. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS IN THICKNESS. C. OPERATION AND MAINTENANCE MANUALS: 1. TWO INDIVIDUALLY BOUND COPIES OF OPERATION AND MAINTENANCE MANUALS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST 10 CALENDAR DAYS PRIOR TO FINAL INSPECTION. THE MANUALS SHALL DESCRIBE THE MATERIAL INSTALLED AND THE PROPER OPERATION OF THE SYSTEM. 2. EACH COMPLETE, BOUND MANUAL SHALL INCLUDE THE FOLLOWING INFORMATION: A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIPMENT INCLUDING NAMES AND ADDRESSES OF LOCAL MANUFACTURER REPRESENTATIVES. B. OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT. C. SPARE PARTS LISTS AND RELATED MANUFACTURER INFORMATION FOR ALL EQUIPMENT. D. EQUIPMENT: 1. SUPPLY AS A PART OF THIS CONTRACT THE FOLLOWING ITEMS: A. TWO (2) WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD USED IN THE IRRIGATION SYSTEM. B. THREE 30-INCH SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. C. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. D. FIVE QUICK COUPLER KEYS WITH A BRONZE HOSE THREAD 90 DEGREE SWIVEL ATTACHMENT AND FIVE COUPLER LID KEYS. E. FIVE VALVE BOX COVER KEY OR WRENCH. F. ONE 5-FOOT TEE WRENCH FOR OPERATING GATE VALVES 3 INCHES OR LARGER (IF USED). G. SIX EXTRA SPRINKLER HEADS OF EACH SIZE AND TYPE PER IRRIGATION P.O.C. 2. THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO OWNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. 1.10 COMPLETION A. AT THE TIME OF THE PRE-MAINTENANCE PERIOD INSPECTION, THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES WILL INSPECT THE WORK, AND IF NOT ACCEPTED, WILL PREPARE A LIST OF ITEMS TO BE COMPLETED BY THE CONTRACTOR. AT THE TIME OF THE POST-MAINTENANCE PERIOD OR FINAL INSPECTION THE WORK WILL BE REINSPECTED AND FINAL ACCEPTANCE WILL BE IN WRITING BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES. B. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE FINAL AUTHORITY ON ALL PORTIONS OF THE WORK. C. AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERATING AND MAINTENANCE INSTRUCTIONS. D. ANY SETTLING OF TRENCHES WHICH MAY OCCUR DURING THE ONE-YEAR PERIOD FOLLOWING ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. REPAIRS SHALL INCLUDE THE COMPLETE RESTORATION OF ALL DAMAGE TO PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE WORK. 1.11 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM, INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE UNCONDITIONALLY GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACK FIELD AREAS BELOW GRADE, FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE FILING OF THE NOTICE OF COMPLETION. SHOULD ANY PROBLEM WITH THE IRRIGATION SYSTEM BE DISCOVERED WITHIN THE GUARANTEE PERIOD, IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER WITHIN TEN (10) CALENDAR DAYS OF RECEIPT OF WRITTEN NOTICE FROM OWNER. WHEN THE NATURE OF THE REPAIRS AS DETERMINED BY THE OWNER CONSTITUTE AN EMERGENCY (I.E. BROKEN PRESSURE LINE) THE OWNER MAY PROCEED TO MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTING EITHER FROM FAULTY MATERIALS OR WORKMANSHIP, OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR, ALL AT NO ADDITIONAL COST TO THE OWNER. B. GUARANTEE SHALL BE SUBMITTED ON CONTRACTORS OWN LETTERHEAD AS FOLLOWS: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE SPRINKLER IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTIVE MATERIAL DURING THE PERIOD OF ONE YEAR FROM DATE OF FILING OF THE NOTICE OF COMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN 10 CALENDAR DAYS FOLLOWING WRITTEN NOTIFICATION BY THE OWNER. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN THE TIME SPECIFIED AFTER RECEIPT OF WRITTEN NOTICE FROM OWNER, WE AUTHORIZE THE OWNER TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: PART II - MATERIALS 2.01 SUMMARY USE ONLY NEW MATERIALS OF THE MANUFACTURER, SIZE AND TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS. MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LANDSCAPE ARCHITECT'S, OWNER'S, OR GOVERNING AGENCIES STANDARDS WILL BE REJECTED AND SHALL BE REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER. 2.02 PIPE A. PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT SHALL BE TYPE K "HARD" COPPER PIPE OR BRASS NIPPLES (LENGTH AS REQUIRED). B. PRESSURE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 2.5 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 315 SOLVENT WELD PVC. PIPING SHALL CONFORM TO ASTM D2241. C. PRESSURE SUPPLY LINES 3 INCHES IN DIAMETER AND UP TO 8 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 200 GASKET JOINT PVC. PIPING SHALL CONFORM TO ASTM D2241. D. PRESSURE SUPPLY LINES 1.5 INCHES IN DIAMETER AND SMALLER OF THE BACKFLOW PREVENTION UNIT SHALL BE SCHEDULE 40 SOLVENT WELD PVC CONFORMING TO ASTM D1785. E. NON-PRESSURE LINES .75 INCHES IN DIAMETER AND LARGER DOWNSTREAM OF THE REMOTE CONTROL VALVE SHALL BE SCH. 40 PVC. F. ALL SPECIALIZED PIPING SHALL BE AS INDICATED ON THE DRAWING LEGEND OR DETAILS. 2.03 METAL PIPE AND FITTINGS A. BRASS PIPE SHALL BE 85 PERCENT RED BRASS, ANSI, IPS STANDARD 125 POUNDS, SCHEDULE 40 SCREWED PIPE. B. BRASS FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125-POUND CLASS. C. COPPER PIPE SHALL BE "HARD" TYPE K OR AS NOTED ON THE DRAWING LEGEND OR DETAILS. D. COPPER FITTINGS SHALL BE SOLDERED TYPE. 2.04 PLASTIC PIPE AND FITTINGS A. PIPE SHALL BE MARKED CONTINUOUSLY WITH MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PVC TYPE AND GRADE, NATIONAL SANITATION FOUNDATION APPROVAL, COMMERCIAL STANDARDS DESIGNATION, AND DATE OF EXTRUSION. B. ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN PIPE COMPOUND IN ACCORDANCE WITH ASTM D2241 OR ASTM D1784. C. ALL PVC FITTINGS SHALL BE STANDARD WEIGHT SCHEDULE 40 AND SHALL BE INJECTION MOLDED OF AN IMPROVED VIRGIN PVC FITTING COMPOUND. SLIP PVC FITTINGS SHALL BE THE "DEEP SOCKET" BRACKETED TYPE. THREADED PLASTIC FITTINGS SHALL BE SCHEDULE 80 INJECTION MOLDED. ALL TEES AND ELLS SHALL BE SIDE GATED. ALL FITTINGS SHALL CONFORM TO ASTM D2466. D. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 WITH MOLDED THREADS AND SHALL CONFORM TO ASTM D1785. PART II - MATERIALS E. ALL SOLVENT CEMENTING OF PLASTIC PIPE AND FITTINGS SHALL BE A TWO-STEP PROCESS, USING PRIMER AND SOLVENT CEMENT APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT GEL-LIKE OR ROPY. SOLVENT CEMENTING SHALL BE IN CONFORMANCE WITH ASTM D2564 AND ASTM D2855. F. WHEN CONNECTION IS PLASTIC TO METAL, FEMALE ADAPTERS SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE NON-LEAD BASE TEFLON PASTE, TAPE, OR EQUAL. 2.05 BACKFLOW PREVENTION UNITS A. THE BACKFLOW PREVENTION UNIT SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. B. THE BACKFLOW PREVENTION UNIT SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY LOCAL CODES. C. THE BACKFLOW PREVENTION ASSEMBLY SHALL CONSIST OF BRASS PIPING, UNIONS AND FITTINGS. 2.06 VALVES A. GATE VALVES: 1. GATE VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. GATE VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, BONNET AND DISC, AND A MALLEABLE IRON HANDWHEEL. GATE VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL GATE VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS. B. BALL VALVES: 1. BALL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. BALL VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, STAINLESS STEEL BALL AND STEM, MALLEABLE IRON HANDLE. BALL VALVES SHALL HAVE THREADED CONNECTIONS. 3. ALL BALL VALVES SHALL HAVE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO AWWA STANDARDS. C. QUICK COUPLER VALVES: 1. QUICK COUPLER VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. QUICK COUPLER VALVES SHALL BE BRASS WITH A WALL THICKNESS GUARANTEED TO WITHSTAND NORMAL WORKING PRESSURE OF 150 PSI WITHOUT LEAKAGE. VALVES SHALL HAVE FEMALE THREADS OPENING AT BASE, WITH TWO-PIECE BODY. VALVES TO BE OPERATED ONLY WITH A COUPLER KEY, DESIGNED FOR THAT PURPOSE. COUPLER KEY IS INSERTED INTO VALVE AND A POSITIVE, WATERTIGHT CONNECTION SHALL BE MADE BETWEEN THE COUPLER KEY AND VALVE. HINGE COVER SHALL BE THE LOCKING TYPE CONSTRUCTED OF BRASS WITH A RUBBER-LIKE VINYL COVER. 3. VINYL QUICK COUPLER COVER FOR RECLAIMED WATER QUICK COUPLER VALVES TO BE PURPLE IN COLOR WITH THE WORDS "WARNING-RECYCLED (RECLAIMED) WATER-DO NOT DRINK PERMANENTLY MARKED ON LID FOR RECYCLED SYSTEM. D. AUTOMATIC CONTROL VALVES: 1. AUTOMATIC CONTROL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. AUTOMATIC CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. E. ANTI-DRAIN VALVES: 1. ANTI-DRAIN VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. ANTI-DRAIN VALVES SHALL HAVE 18-8 STAINLESS STEEL SPRINGS AND VALVE STEMS WITH BUNA-N SEALS. 3. ANTI-DRAIN VALVES WILL HAVE THREADED CONNECTIONS THE SIZE OF THE RISER OR PIPE THEY ARE TO BE INSTALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP CONNECTION ANTI-DRAIN VALVES ARE ALLOWED. 2.07 VALVE BOXES A. VALVE BOXES SHALL BE FABRICATED FROM A DURABLE, WEATHER-RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLIGHT AND CHEMICAL ACTION OF SOILS. B. THE VALVE BOX COVER SHALL BE GREEN IN COLOR AND SECURED WITH BOLTS. C. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1,500 POUNDS. D. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. E. AUTOMATIC CONTROL AND MASTER VALVE BOXES SHALL BE 16"X11"X12" RECTANGULAR SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS WITH EITHER "RCV" WITH THE VALVE IDENTIFICATION NUMBERS OR "MCV". F. SPECIALITY 'JUMBO' BOXES MAY BE INDICATED ON DRAWINGS AND SHALL BE 25"X15"X12" RECTANGULAR SIZE. G. BALL VALVE, GATE VALVE, AND QUICK COUPLER VALVE BOXES SHALL BE CIRCULAR 10" SIZE. VALVE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS WITH EITHER "BV", "GV", OR "QCV". 2.08 IRRIGATION CONTROLLER A. CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAWINGS. B. THE CONTROLLER ENCLOSURE SHALL BE OF THE MANUFACTURER, SIZE AND TYPE INDICATED ON THE DRAWINGS. THE ENCLOSURE SHALL ALSO ENCLOSE THE CONTROLLER ELECTRICAL METER. C. THE CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE AND TYPE REQUIRED BY THE CITY OF SIERRA MADRE. 2.09 ELECTRICAL A. ALL ELECTRICAL EQUIPMENT SHALL BE NEMA TYPE 3, WATERPROOFED FOR EXTERIOR INSTALLATIONS. B. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 2.10 LOW VOLTAGE CONTROL WIRING A. REMOTE CONTROL WIRE SHALL BE DIRECT-BURIAL AWG-UF TYPE, SIZE AS INDICATED ON THE DRAWINGS, AND IN NO CASE SMALLER THAN 14 GAUGE. B. CONNECTIONS SHALL BE EITHER EPOXY-SEALED PACKET TYPE OR PENN-TITE CONNECTORS. C. COMMON WIRES SHALL BE WHITE IN COLOR, AND IN NO CASE SMALLER THAN 12 GAUGE. CONTROL WIRES SHALL BE RED (WHERE TWO OR MORE CONTROLLERS ARE USED, THE CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH CONTROLLER. THESE COLORS SHALL BE NOTED ON THE "RECORD DRAWINGS" PLANS LOCATED ON CONTROLLER DOOR.). D. GROUND WIRES SHALL BE GREEN IN COLOR, AND IN NO CASE SMALLER THAN 6 GAUGE. E. PROVIDE A 24" LONG EXPANSION LOOP FOR ALL DIRECTIONAL CHANGES IN CONTROL WIRE ROUTING. 2.11 IRRIGATION HEADS A. SPRINKLER HEADS SHALL BE OF THE MANUFACTURER SIZE, TYPE, WITH RADIUS OF THROW, OPERATING PRESSURE, AND DISCHARGE RATE INDICATED ON THE DRAWINGS. B. POP-UP HEADS AND RISER HEADS SHALL BE USED AS INDICATED ON THE DRAWINGS. PART III - EXECUTION 3.01 SITE CONDITIONS A. INSPECTIONS: 1. PRIOR TO ALL WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. B. DISCREPANCIES: 1. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN RESOLVED. C. GRADES: 1. BEFORE STARTING WORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS WITH RESPECT TO FINISH GRADE. 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE WORK ON THIS SECTION WILL BE ALLOWED TO BEGIN. D. FIELD MEASUREMENTS: 1. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTHER WORK. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 3. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS NEGLECT. E. DIAGRAMMATIC INTENT: THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE DRAWN TO SCALE WHERE POSSIBLE. PROVIDE OFFSETS IN PIPING CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. F. LAYOUT: 1. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS, VALVES, BACKFLOW PREVENTER, AND AUTOMATIC CONTROLLER. 2. LAYOUT IRRIGATION SYSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. WHERE PIPING IS SHOWN ON DRAWINGS UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL THE PIPING IN THE PLANTED AREAS. G. WATER SUPPLY CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. H. ELECTRICAL SERVICE: 1. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRIGATION CONTROLLERS. ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 3.02 TRENCHING A. EXCAVATIONS SHALL BE STRAIGHT WITH VERTICAL SIDES, EVEN GRADE, AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. B. PROVIDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2 1/2 INCHES AND SMALLER. PROVIDE MINIMUM COVER OF 24 INCHES ON PRESSURE SUPPLY LINES 3 INCHES, AND 36 INCHES OF COVER ON PRESSURE SUPPLY LINES 4 INCH AND LARGER. C. PROVIDE MINIMUM COVER OF 18 INCHES FOR CONTROL WIRES. D. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES. E. PIPES INSTALLED IN A COMMON TRENCH SHALL HAVE A 4 INCH MINIMUM SPACE BETWEEN PIPES. F. PROVIDE SAND BACKFILL A MINIMUM OF 4 INCHES OVER AND UNDER ALL MAINLINE PIPING. 3.03 BACKFILLING A. BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER, AND ROCKS OVER 1/2 INCH IN DIAMETER. B. BACKFILL SHALL BE TAMPED IN 4-INCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL WIDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE. BACKFILL MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION, FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES. C. FLOODING IN LIEU OF TAMPING IS NOT ALLOWED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. 3.04 PIPING A. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. NO HYDRAULIC DRIVING IS PERMITTED UNDER ASPHALT PAVEMENT. B. CUTTING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMITTED. C. CAREFULLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS REAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. E. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. F. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTHER. G. IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING WIPING ALL EXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. H. PVC PIPE SHALL BE INSTALLED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. I. CENTERLOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING. J. ALL THREADED PLASTIC-TO-PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFLON TAPE OR TEFLON PASTE. K. FOR PLASTIC-TO-METAL CONNECTIONS, WORK THE METAL CONNECTIONS FIRST. USE A NON-HARDENING PIPE DOPE AN ALL THREADED PLASTIC-TO-METAL CONNECTIONS, EXCEPT WHERE NOTED OTHERWISE. ALL PLASTIC-TO-METAL CONNECTIONS SHALL BE MADE WITH PLASTIC FEMALE ADAPTERS. L. ALL CONNECTIONS BETWEEN PVC LATERAL LINES SHALL BE MADE USING SCH. 40 PVC FITTINGS WITH COMPRESSION ADAPTERS. ALL CONNECTIONS BETWEEN DRIPPERLINES TO BE MADE USING COMPRESSION FITTINGS OF MANUFACTURER OF THE DRIPPERLINE. USE NO PIPE DOPE, TEFLON TAPE, PRIMER OR SOLVENT CEMENT ON COMPRESSION FITTINGS. 3.05 CONTROLLER A. THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH THIS LOCATION. B. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO IRRIGATION CONTROLLER. C. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DESIGN AREA. D. INSTALL CONTROLLER ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. 3.06 CONTROL WIRING A. LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. B. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. BUNDLE SHALL BE SECURED TO THE MAINLINE WITH TAPE AT INTERVALS OF 20 FEET. C. ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCUR IN A VALVE BOX. PROVIDE AN 18 INCH SERVICE LOOP AT EACH CONNECTION. D. AN EXPANSION LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VALVE. E. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. 3.07 VALVES A. AUTOMATIC CONTROL VALVES, BALL VALVES, GATE VALVES, AND QUICK COUPLER VALVES SHALL BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAWINGS. B. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. C. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWINGS. D. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. E. REMOTE CONTROL VALVES AND QUICK COUPLER VALVES SHALL BE ISOLATED FROM THE MAINLINE BY A BALL VALVE SIZED PER THE LARGEST R.C.V. IN THE MANIFOLD OR 1 1/2 INCH FOR Q.C.V.'S. 3.08 VALVE BOXES A. VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. B. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 3/4 INCH GRAVEL BACKFILL, 2 CUBIC FEET MINIMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS 1/2 INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAWN AREAS AND 3 INCHES ABOVE FINISH GRADE IN GROUND COVER AREAS. 3.09 BACKFLOW PREVENTERS A. INSTALL BACKFLOW PREVENTER UNIT AS INDICATED IN THE DETAIL DRAWINGS. B. INSTALL BACKFLOW ASSEMBLIES AT LOCATIONS APPROVED IN THE FIELD AND AT HEIGHT REQUIRED BY LOCAL CODES. C. INSTALL WYE STRAINERS AND PRESSURE REGULATORS ON THE BACKFLOW ASSEMBLY. D. IF BACKFLOW PREVENTER IS INSTALLED ADJACENT TO A BUILDING, WALL, OR OTHER OBSTRUCTION, INSTALL UNIT SO THAT THE TEST COCKS ARE FACING OUTWARD AWAY FROM THE OBSTRUCTION. E. INSTALL BACKFLOW ENCLOSURE AS RECOMMENDED BY THE MANUFACTURER. 3.10 SPRINKLER HEADS A. SPRINKLER HEADS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. B. SPACING OF HEADS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. C. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. D. POP-UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OUTLET OPENINGS. E. RISER NIPPLES ON RECYCLED WATER SYSTEMS SHALL BE IDENTIFIED WITH ADHESIVE VINYL MARKERS BELOW SPRINKLER HEAD AND A MINIMUM OF 10 INCHES ABOVE FINISH GRADE. 3.11 MISCELLANEOUS EQUIPMENT A. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OR SPECIFICATIONS, USING BEST STANDARD PRACTICES. B. QUICK COUPLER VALVES SHALL BE SET APPROXIMATELY 12 INCHES FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE APPLICABLE. C. UNLESS DESIGNED AS AN INTEGRAL PART OF THE IRRIGATION HEAD, ANTI-DRAIN VALVES WILL BE INSTALLED UNDER EVERY HEAD. THE ANTI-DRAIN VALVE WILL BE THE SAME DIAMETER AS THE RISER AND BE INTEGRAL TO THE RISER ASSEMBLY. D. INSTALL RAIN SENSOR AS INDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE MANUFACTURER. 3.12 FLUSHING THE SYSTEM A. PRIOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS. B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. 3.13 ADJUSTING THE SYSTEM A. CONTRACTOR SHALL ADJUST VALVES, ALIGN HEADS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. B. IF IT IS DETERMINED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WILL BE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. C. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTOMATIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE MANUFACTURER. 3.14 TESTING AND OBSERVATION A. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN THE WORK IS READY FOR TESTING. C. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS, OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THIS TEST SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. E. FINAL INSPECTION WILL NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. 3.15 MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS. 3.16 COMPLETION CLEANING CLEAN-UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. END OF SECTION IRRIGATION SPECIFICATIONS LANDSCAPE IRRIGATION SPECIFICATIONS LI-07 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAWINGS, AND/OR CODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THE MAINLINE AND SLEEVING IS DIAGRAMMATIC. ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN LIMIT OF WORK BOUNDARIES AND IN SHRUB PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 6. IRRIGATION EQUIPMENT AS SHOWN IS DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICK COUPLERS, MASTER VALVES, FLOW SENSORS, BACKFLOWS, AIR/VACUUM DEVICES, BALL VALVES, AND ANCILLARY EQUIPMENT, IN SHRUB PLANTING AREAS WHEN FEASIBLE OR AS APPROVED BY OWNER'S REPRESENTATIVE AND THE LANDSCAPE IRRIGATION DESIGNER. 7. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 8. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 9. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER, RECYCLED CROSS CONNECTION TEST VALVE, PUMP STATION AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 10. CONTRACTOR IS TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE (1) COMMON WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. THE ADDITIONAL WIRE SHALL BE EXTENDED 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX 'SW'. 11. ALL PIPE UNDER PAVED AREAS, HARDSCAPE, OR AS DIRECTED BY OWNERS REPRESENTATIVE TO BE INSTALLED IN SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. ALL 2" AND 3" SLEEVING SHALL BE PVC1220 SCH. 40, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-1785-4. ALL 4" AND LARGER SLEEVING SHALL BE PVC1220 CLASS 200 SDR21, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-2241. SLEEVES UNDER BROW DITCHES SHALL BE ENCASED IN CONCRETE A MINIMUM OF 6" THICK ON ALL SIDES OF PIPE. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. 12. ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 13. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS PREVENTING PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 14. THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE FROM THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE VIA DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS, AND COSTS ASSOCIATED WITH SAID REVISIONS. 16. SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PLANS, THE CONTRACTOR SHALL LIMIT EXCESS FLOW AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC PIPE AND CAST IRON PIPE. FLOW THROUGH ANCILLARY EQUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF 7 12 FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 17. ELECTRICAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND/OR BOOSTER PUMP SHALL BE PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND/OR BOOSTER PUMP. 18. DRIP IRRIGATION TO BE USED WHEREVER POSSIBLE. NO OVERHEAD IRRIGATION ALLOWED WITHIN 24" OF NON-PERMEABLE SURFACE. GENERAL IRRIGATION NOTES SYM. QTY BOTANICAL NAME TREES 11 ARBUTUS UNEDO 5 ARBUTUS X `MARINA` 9 CERCIS OCCIDENTALIS 18 CERCIS OCCIDENTALIS 4 CHILOPSIS L. `TIMELESS BEAUTY` 5 CHILOPSIS LINEARIS ARCUATA 8 KOELREUTERIA PANICULATA 2 OLEA EUROPAEA `WILSONII` 3 OLEA EUROPAEA `WILSONII` 23 PLATANUS RACEMOSA 11 PRUNUS ILICIFOLIA LYONII A2 AMC2 COCL CaKO2 OWPAPL PLANT SCHEDULE COMMON NAME STRAWBERRY TREE SHRUB ARBUTUS STANDARD WESTERN REDBUD WESTERN REDBUD DESERT WILLOW DESERT WILLOW GOLDEN RAIN TREE WILSON OLIVE WILSON OLIVE CALIFORNIA SYCAMORE CATALINA CHERRY SIZE 15 GAL 24"BOX 15 GAL 24" BOX 15 GAL 24"BOX 24"BOX 15 GAL. 24" BOX 24"BOX 24" BOX WUCOLS LLLLVLVL LLLML DETAIL REMARKS A/LP-04 A/LP-04 A/LP-04 A/LP-04 A/LP-04 A/LP-04 A/LP-04 A/LP-04 A/LP-04 A/LP-04 FREE FORM MULTI-TRUNK A/LP-04 SHRUBS 43 ACHILLEA MILLEFOLIUM COMMON YARROW 5 GAL L E/LP-04 19 AGAVE ATTENUATA FOXTAIL AGAVE 5 GAL L E/LP-04 8 AGAVE VILMORINIANA OCTOPUS AGAVE 5 GAL L E/LP-04 32 AGAVE X `SHARKSKIN` SHARKSKIN AGAVE 5 GAL L E/LP-04 64 ALOE ARBORESCENS TORCH ALOE 5 GAL L E/LP-04 1 ALOE TONGAENSIS 'MEDUSA' MEDUSA MOZAMBIQUE TREE ALOE 5 GAL L E/LP-04 4 ARBUTUS UNEDO 'COMPACTA' COMPACT STRAWBERRY TREE 5 GAL L E/LP-04 38 BOUGAINVILLEA X `LA JOLLA` BOUGAINVILLEA 5 GAL L E/LP-04 143 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 1 GAL L E/LP-04 191 CAREX SPISSA SAN DIEGO SEDGE 1 GAL M E/LP-04 38 CEANOTHUS G. H. `YANKEE POINT` CALIFORNIA LILAC 5 GAL L E/LP-04 202 CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L E/LP-04 90 DIETES BICOLOR YELLOW WILD IRIS 5 GAL L E/LP-04 128 DIETES IRIDIOIDES 'VARIEGATA' VARIEGATED FORTNIGHT LILY 5 GAL E/LP-04 159 ENCELIA CALIFORNICA CALIFORNIA ENCELIA 5 GAL VL E/LP-04 32 FURCRAEA F. `MEDIOPICTA` MAURITIUS HEMP 5 GAL L E/LP-04 64 HESPERALOE PARVIFLORA RED YUCCA 5 GAL VL E/LP-04 173 JUNCUS MEXICANUS MEXICAN RUSH 1 GAL M E/LP-04 BASIN BOTTOM 267 JUNCUS PATENS CALIFORNIA GRAY RUSH 5 GAL L E/LP-04 52 LANTANA X 'NEW GOLD' NEW GOLD LANTANA 1 GAL L E/LP-04 67 LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 5 GAL L E/LP-04 325 MIMULUS CARDINALIS SCARLET MONKEYFLOWER 5 GAL L E/LP-04 BASIN BOTTOM 143 MUHLENBERGIA C. `PINK CLOUD` PINK MUHLY 5 GAL L E/LP-04 203 MUHLENBERGIA RIGENS DEER GRASS 1 GAL L E/LP-04 BASIN BOTTOM & SIDE SLOPES 119 PENNISETUM MESSIACUM 'RED BUNNY TAILS' RED BUNNY TAILS FOUNTAIN GRASS 5 GAL L E/LP-04 62 PENNISETUM S. `CUPREUM` FOUNTAIN GRASS 5 GAL L E/LP-04 82 PENSTEMON H. `MARGARITA BOP` BEARD TONGUE 5 GAL M E/LP-04 23 RHAMNUS CALIFORNICA CALIFORNIA COFFEE BERRY 5 GAL VL E/LP-04 36 RHUS INTEGRIFOLIA LEMONADE BERRY 5 GAL VL E/LP-04 41 ROMNEYA COULTERI MATILIJA POPPY 5 GAL VL E/LP-04 76 ROSA CALIFORNICA CALIFORNIA WILD ROSE 5 GAL L E/LP-04 52 SALVIA APIANA WHITE SAGE 1 GAL L E/LP-04 98 SALVIA MICROPHYLLA X GREGGII 'EGGBEN001' TM HEATWAVE GLITTER SAGE 1 GAL L E/LP-04 53 SALVIA X `ALLEN CHICKERING` SAGE 5 GAL VL E/LP-04 32 SALVIA X `BEE`S BLISS` SAGE 5 GAL L E/LP-04 VINE/ESPALIER 3 BOUGAINVILLEA X 'SAN DIEGO RED' SAN DIEGO RED BOUGAINVILLEA 5 GAL L E/LP-04 93 FICUS PUMILA CREEPING FIG 5 GAL M E/LP-04 SYM. QTY BOTANICAL NAME COMMON NAME SIZE WUCOLS SPACING DETAIL REMARKS GROUND COVERS 13,853 BACCHARIS PILULARIS DWARF COYOTE BRUSH FLAT L 12" o.c. C/LP-04 1,982 SF BARK MULCH AGED BARK MULCH N/A C/LP-04 NON-FLOATING - SPECIFICALLY FOR BIOBASI USE. 1,112 CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 24" o.c. C/LP-04 2,493 SF CAREX PRAEGRACILIS CALIFORNIA FIELD SEDGE LINERS @ 12" O.C. M C/LP-04 HYDROMODIFICATIONDETENTION BASIN LANDSCAPE POSITION: BASIN BOTTOM 251 CAREX TUMULICOLA BERKELEY SEDGE 1 GAL L 24" o.c. C/LP-04 661 CHONDROPETALUM TECTORUM 'DWARF' DWARF CAPE RUSH FLAT L 24" o.c. C/LP-04 17,385 GAZANIA X `BURGUNDY` GAZANIA FLAT L 12" o.c. C/LP-04 1,081 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS FLAT L 24" o.c. C/LP-04 10,658 SF LEYMUS C. `CANYON PRINCE` NATIVE BLUE RYE LINERS @ 24" O.C. L C/LP-04 HYDROMODIFICATION DETENTION BASINS LANDSCAPE POSITION: BASIN SIDE SLOPES 2,610 SF PLAYGROUND BARK MULCH AGED BARK MULCH N/A C/LP-04 PLAYGROUND BARK MULCH - CERTIFIED 81 ROSMARINUS OFFICINALIS `PROSTRATUS` DWARF ROSEMARY 1 GAL L 18" o.c. C/LP-04 1,975 SENECIO MANDRALISCAE BLUE CHALK STICKS 1 GAL L 12" o.c. C/LP-04 8,005 SF TURF MARATHON III MARATHON III SOD H C/LP-04 amAVAK 5aAuc Blj 2 () 3EH6154*M7PRC RH ROM RCA SASGSXBF 4 QUERCUS AGRIFOLIA 2 QUERCUS ENGLEMANNII 7 QUERCUS VIRGINIANA 8 RHUS LANCEA 13 SAMBUCUS MEXICANA QQEQVRSM COAST LIVE OAK ENGELMANN OAK SOUTHERN LIVE OAK AFRICAN SUMAC MEXICAN ELDERBERRY 15 GAL 48" BOX 24"BOX 15 GAL 15 GAL VLVLMLL A/LP-04 A/LP-04 A/LP-04 A/LP-04 A/LP-04 SYM. QTY BOTANICAL NAME COMMON NAME SIZE WUCOLS DETAIL REMARKS LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK16 1. ALL SHRUB AND GROUNDCOVER AREAS (EXCLUDING LAWNS AND SLOPES OVER 3:1 SHALL BE TOP DRESSED WITH A MINIMUM OF 3" DEPTH OF 1 12" MINUS SHREDDED BARK MULCH (FOREST FINES BY AGRISERVICE, INC., CONTACT (760) 295-6255) TO RETAIN SOIL MOISTURE. CONTRACTOR SHALL PROVIDE SAMPLE FOR LANDSCAPE ARCHITECTS APPROVAL. 2. CONTRACTOR SHALL COLLECT AND SUBMIT SOIL SAMPLES FROM A MINIMUM OF (4) AREAS TO THE `SOIL AND PLANT LABORATORY`, 'WALLACE LABORATORIES' OR APPROVED EQUAL FOR TESTING. THE TESTS SHALL BE RUN FOR NUTRIENTS, CHEMISTRY AND TEXTURE. THE REPORT SHALL PROVIDE RECOMMENDED AMENDMENTS FOR: `SURFACE SOIL PREPARATION FOR GROUNDCOVER AND MASS PLANTING`, `TREE AND SHRUB PLANTING GUIDELINES` AND `MAINTENANCE FERTILIZATION`. THE CONTRACTOR SHALL PROVIDE A COPY OF THE REPORT TO THE LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL AND IS EXPECTED TO FOLLOW ALL RECOMMENDATIONS STATED IN THE REPORT. 3. ALL TREES WITHIN 5` OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 10` OF 24" DEEP ROOT BARRIER UNLESS OTHERWISE INDICATED. PLANTING NOTES LANDSCAPE PLANTING LEGEND LP-00 GB
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« 3-4-25 10 5 0 20 SCALE: 1"=10'-0" 10 30 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK18 1. ALL SHRUB AND GROUNDCOVER AREAS (EXCLUDING LAWNS AND SLOPES OVER 3:1 SHALL BE TOP DRESSED WITH A MINIMUM OF 3" DEPTH OF 1 1 2" MINUS SHREDDED BARK MULCH (FOREST FINES BY AGRISERVICE, INC., CONTACT (760) 295-6255) TO RETAIN SOIL MOISTURE. CONTRACTOR SHALL PROVIDE SAMPLE FOR LANDSCAPE ARCHITECTS APPROVAL. 2. CONTRACTOR SHALL COLLECT AND SUBMIT SOIL SAMPLES FROM A MINIMUM OF (4) AREAS TO THE `SOIL AND PLANT LABORATORY`, 'WALLACE LABORATORIES' OR APPROVED EQUAL FOR TESTING. THE TESTS SHALL BE RUN FOR NUTRIENTS, CHEMISTRY AND TEXTURE. THE REPORT SHALL PROVIDE RECOMMENDED AMENDMENTS FOR: `SURFACE SOIL PREPARATION FOR GROUNDCOVER AND MASS PLANTING`, `TREE AND SHRUB PLANTING GUIDELINES` AND `MAINTENANCE FERTILIZATION`. THE CONTRACTOR SHALL PROVIDE A COPY OF THE REPORT TO THE LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL AND IS EXPECTED TO FOLLOW ALL RECOMMENDATIONS STATED IN THE REPORT. 3. ALL TREES WITHIN 5` OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 10` OF 24" DEEP ROOT BARRIER UNLESS OTHERWISE INDICATED. PLANTING NOTES FOR FULL PLANTING SCHEDULE SEE SHEET LP-00 LANDSCAPE PLANTING PLAN LP-03 MATCHLINE - SEE LP-02 PLANTABLE WALL - FOR PLANTING REFERENCE DETAIL F/ LP-05 ABBREVIATED LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. A. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. B. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 2. LANDSCAPE CONTRACTOR SHALL APPLY AN ORGANIC CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING WITH WORK. AS AN ALTERNATIVE WEEDS MAY ALSO BE REMOVED MANUALLY FROM THE ROOTS. 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING WORK. THE SOIL TEST SHALL SPECIFY ORGANIC FERTILIZERS. 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROUGHLY SOAKED. 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6") INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL ANALYSIS): A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B. 150LBS. GRO-POWER 5-3-1 (OR APPROVED EQUAL) ORGANIC FERTILIZER 6. EACH PLANT SHALL RECEIVE "GRO-POWER" (OR APPROVED EQUAL) PLANT TABLETS AS FOLLOWS: A. ROOTED CUTTING/4" POT - (1) 7 GRAM B. 1 GAL. CONTAINER - (2-3) 7 GRAM C. 5 GAL. CONTAINER - (6-9) 7 GRAM D. 15 GAL. CONTAINER - (12-15) 7 GRAM E. 24" BOX TREE - (14-16) 7 GRAM F. 36" & LARGER BOX TREE - (18-20) 7 GRAM 7. PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME. THE CONTRACTOR SHALL NOT USE SOILS THAT MAY BE HARMFUL TO PLANT MATERIAL. 8. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER. 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS. 10. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. 11. STAKE ALL TREES PER STANDARD DETAIL. 12. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES WITH GALV. NAILS AND GREEN NURSERY TAPE OR AS SHOWN IN DETAILS. 13. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. 14. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. 15. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM ALL BUILDINGS, STRUCTURES, AND WALLS. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. 17. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, SILLS, AND WALKWAYS IN ALL AREAS. WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS-FINISH GRADE BEFORE LAYING SOD SHALL BE 1-1/2" BELOW THE TOP. 18. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. 19. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED FREE. 20. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 21. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: A. DAILY WATERING OF ALL PLANT MATERIAL. B. WEEKLY MOWING OF ALL TURF AREAS. C. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, OR GROUND COVERS. E. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. F. ADJUSTING OF SPRINKLER HEAD HEIGHT AND WATERING SYSTEM. G. FILLING AND RECOMPACTION OF ERODED AREAS. H. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. I. AT 120 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, GRO-POWER/GROW-POWER PLUS (OR APPROVED EQUAL) SHALL BE APPLIED AT THE RATE OF 25 LBS. PER 1,000 SQUARE FEET TO PLANTING AREAS. J. AT 60 DAYS GRO-POWER HIGH NITROGEN 18-3-7 (OR APPROVED EQUAL) SHALL BE APPLIED AT THE RATE OF 25 LBS. PER 1000 SQUARE FEET TO TURF AREAS. 22. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. 23. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF SIXTY (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 24. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. 25. ALL BACKFLOW PREVENTION UNITS SHALL BE IN A VANDAL PROOF CAGE AND CONCRETE PADS AND WILL BE SCREENED WITH PLANTING (3' WIDE) ON ALL SIDES. 26. ALL MECHANICAL EQUIPMENT AND UTILITIES SHALL BE SCREENED BY PLANTING. ALLOW EIGHT 5-GALLON SHRUBS PER UTILITY TO BE PLACED DURING PLANT INSTALLATION AS NEEDED TO PROVIDE REQUIRED SCREENING. 27. ALL TREES PLANTED WITHIN 10' FROM ANY HARDSCAPE PAVEMENT, OR CURBS SHALL RECEIVE A UB24-2 'DEEP ROOT' TREE ROOT BARRIER INSTALLED IN A 10' LINEAR APPLICATION, OR AS SHOWN ON PLANTING PLAN. ROOT BARRIER SHALL NOT ENCIRCLE THE ROOT BALL. SEE ROOT BARRIER DETAIL. TREE AND SHRUB PLANTING SCALE: 1/2" = 1'-0" DETAIL LEGEND 2341 ROOTBALL CROWN 1" ABOVE FINISHED GRADE FINISHED GRADE FINISHED GRADE AT SLOPE BACKFILL MIX, SEE NOTES AND SPECIFICATIONS PLANT TABLETS, SEE NOTES AND SPECIFICATIONS FOR QUANTITY FINISH SURFACE OF PAVED AREA 4" HIGH WATERING BASIN (IF REQUIRED) 3"-4" LAYER OF 2"-MINUS SHREDDED ORGANIC BARK MULCH NOTE: WHERE TREES ARE PLANTED IN TURF AREAS, CONTRACTOR SHALL REMOVE TURF A MIN. OF 12" DIA. AT THE BASE OF THE TREE. INSTALL AN ARBOR GUARD AT THE BASE OF THE TRUNK.

ROOTBALL DEPTH 2xROOTBALL DIAMETER 56789 7 8 5 6 2 1 9 3 4 A P-2400902-PLA-01 TREE DOUBLE STAKING SCALE: 1/2" = 1'-0" DETAIL LEGEND 2341 TREE TRUNK SEE TREE AND SHRUB PLANTING DETAIL FOR ADDITIONAL REQUIREMENTS VINYL TREE TIE (4 REQUIRED) (2) 2" DIA. x 10' LODGE POLE PINE STAKES. TIE TREE TRUNK 6" ABOVE BENDING MOMENT OF TREE. TIE SHOULD PROVIDE FLEXIBILITY OF TRUNK, BUT NOT ALLOW RUBBING OF TRUNK AGAINST STAKE. CUT STAKES OFF 6" ABOVE TIES. FINISHED GRADE 4" HIGH WATERING BASIN (IF REQUIRED) INSTALL ARBOR GUARD AT THE BASE OF TREE IF IN LAWN AREA PLANT TABLET, SEE NOTES AND SPECIFICATIONS FOR QUANTITY PLAN SECTION 6"
12" MAX.

VARIES
24" MIN.
4" 567 1235 476 4 1 3 8 8 B P-2400902-PLA-02 GROUNDCOVER PLANTING SCALE: 1/4" = 1'-0" DETAIL LEGEND 2341 PREPARED SOIL FINISHED GRADE CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN CONCRETE MOW STRIP OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN PLANT PER PLANT FULL O.C. PER PLANT LEGEND 12 x O.C. SPACING PER PLANT LEGEND AT EDGE OF PLANTING AREA PLANTING TABLET, SEE NOTES AND SPECIFICATIONS FOR QUANTITY 3"-4" LAYER OF 2"-MINUS SHREDDED ORGANIC BARK MULCH SECTION PLAN 2" 56789 3 1 8 5 2 9 4 3 5 4 3 6 7 6 7 6 C P-2400902-PLA-03 ROOT BARRIER SCALE: 1/2" = 1'-0" DETAIL LEGEND 2341 CONCRETE SIDE WALK OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN DEEPROOT #UB24-2 (OR APPROVED EQUAL) INSTALL IN 10' LENGTHS, TYP. SUBGRADE PLANTS PER PLAN CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN NOTE: ALL TREES WITH 5' OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARDSCAPE ELEMENT SHALL RECEIVE 10' OF ROOT BARRIER UNLESS OTHERWISE INDICATED ON THE PLANS. CONTRACTOR MUST SUBMIT SPECIFICATION FOR EQUAL TO LANDSCAPE ARCHITECT AND CLIENT FOR APPROVAL PRIOR TO PURCHAING MATERIALS 5' 5' OF TREE CL 1 2425 123 SECTION PLAN 5 D P-2400902-PLA-04 VINE PLANTING SCALE: 1/2" = 1'-0" DETAIL LEGEND 2341 VINE ATTACHED TO TRELLIS W/ VINYL PLANT TIES NURSERY STAKES TO BE REMOVED BUILDING SURFACE CROWN - 1" ABOVE FINISH GRADE 4" HIGH WATERING BASIN (IF REQUIRED) PLANT TABLETS FINISH GRADE BACKFILL MIX (SEE SPECIFICATIONS) UNDISTURBED NATIVE SOIL ROOTBALL NOTE: ALTERNATE METHOD OF ATTACHMENT, VINE SHALL BE ATTACHED TO SURFACE OF FREESTANDING MASONRY WALLS W/ CLEAR EPOXY VINE TIES, DO NOT ATTACH VINES TO BUILDING VINES W/ NURSERY ESPALIER STAKE TO BE MOVED OUT OF ROOTBALL AND INSTALLED 6" FROM BUILDING TOP OF WATERING BASING TO BE MIN. 6" BELOW FINISHED FLOOR OF BUILDING 1234 5 6 7 10 2xROOTBALL DIAMETER 9 8 5678910 E P-2400902-PLA-05 20 LANDSCAPE PLANTING DETAILS & NOTES LP-04 VERDURA WALL PLANTING LAYOUT SCALE: N.T.S. DETAIL LEGEND 2341 TOP OF WALL PLANTING CELL LOCATION TRIANGULAR SPACING DEPRESS PLANTING AREA TO HELP CAPTURE RAIN AND IRRIGATION WATER. VERDURA WALL PER SOIL RETENTION SYSTEMS. FINISH SURFACE/GRADE PLANTING PATTERN: 10 PLANTS = A-B-C-B-A-A-B-C-B-A = 4" POTS FICUS PUMILA = 1 GAL. ROSMARINUS PROSTRATUS = 1 GAL. BOUGAINVILLEA 'LA JOLLA' 2 3 1 FACE OF WALL ENLARGEMENT WALL SECTION 6 A B C B A B C B B C B A A ABC 6 56 5 F P-2400900-PLA-58 LANDSCAPE ARCHITECTURE & PLANNING gmplandarch.com T 858 558 8977 3176 Lionshead Ave. Suite 102 Carlsbad, CA 92010 MAJOR LAND DIVISION FOR RESIDENTIAL PLANNED DEVELOPMENT PURPOSES LOCATED IN THE CITY OF SIERRA MADRE, IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA 12-26 Signature Renewal Date Date « « 3-4-25 TWO WORKING DAYS BEFORE YOU DIG Call: Underground Service Alert "CAUTION": Remember that theUSA Center noifies only those utilities belongi to thecnter. Thcould be othruilities prent at thework site. The center will informyou of whom theywill notify. ALL TREES PLANTED WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT, OR LIGHT FIXTURE SHALL RECEIVE A 10' LENGTH OF 24" DEEP ROOT BARRIER. ROOT BARRIER SHALL ENCIRCLE THE ROOT BALL. ROOT BARRIER NOTE: THE MEADOWS PARK IRRIGATION SPECIFICATIONS SECTION 02811 LANDSCAPE IRRIGATION LANDSCAPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION: 1.2 SUMMARY A. THIS SECTION INCLUDES THE FOLLOWING: 1. TREES. 2. SHRUBS. 3. VINES. 4. PLANTS/GROUNDCOVERS. 5. SOIL AMENDMENTS. 6. FERTILIZERS AND MULCHES. 7. STAKES. 8. LANDSCAPE EDGINGS. 1.3 SUBMITTALS A. GENERAL: SUBMIT EACH ITEM IN THIS ARTICLE ACCORDING TO THE CONDITIONS OF THE CONTRACT. B. PRODUCT CERTIFICATES SIGNED BY MANUFACTURERS CERTIFYING THAT THEIR PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS. 1. MANUFACTURER'S CERTIFIED ANALYSIS FOR STANDARD PRODUCTS. 2. ANALYSIS FOR OTHER MATERIALS BY A RECOGNIZED LABORATORY MADE ACCORDING TO METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL ANALYTICAL CHEMISTS, WHERE APPLICABLE. 3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS, AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. C. MATERIAL TEST REPORTS FROM QUALIFIED INDEPENDENT TESTING AGENCY INDICATING AND INTERPRETING TEST RESULTS RELATIVE TO COMPLIANCE OF THE FOLLOWING MATERIALS WITH REQUIREMENTS INDICATED. 1. ANALYSIS OF EXISTING SURFACE SOIL. 2. ANALYSIS OF IMPORTED TOPSOIL. D. PLANTING SCHEDULE INDICATING ANTICIPATED DATES AND LOCATIONS FOR EACH TYPE OF PLANTING. 1.4 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER WHO HAS COMPLETED LANDSCAPING WORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT. 1. INSTALLER'S FIELD SUPERVISION: REQUIRE INSTALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE DURING TIMES THAT LANDSCAPING IS IN PROGRESS. B. PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY OF TREES, SHRUBS AND OTHER PLANT MATERIALS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." C. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE NOTIFYING LANDSCAPE ARCHITECT, ALLOW 48 HOURS NOTICE. 1.5 DELIVERY, STORAGE, AND HANDLING A. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERING AND WHILE STORED AT SITE. B. TREES AND SHRUBS: DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY, EXCEPT AS APPROVED BY LANDSCAPE ARCHITECT. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT DROP TREES AND SHRUBS DURING DELIVERY. C. DELIVER TREES, SHRUBS, VINES, GROUND COVERS, AND OTHER PLANT MATERIAL AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED AFTER DELIVERY, SET PLANTING MATERIALS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 1. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS BEFORE TIME OF PLANTING. 2. WATER ROOT SYSTEMS OF TREES, SHRUBS AND VINES AND OTHER PLANT MATERIALS STORED ON SITE WITH A FINE-MIST SPRAY. WATER AS OFTEN AS NECESSARY TO MAINTAIN ROOT SYSTEMS IN A MOIST CONDITION. 1.6 PROJECT CONDITIONS A. UTILITIES: DETERMINE LOCATION OF ABOVE GRADE AND UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. B. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. COORDINATION AND SCHEDULING A. COORDINATE INSTALLATION OF PLANTING MATERIALS DURING NORMAL PLANTING SEASONS FOR EACH TYPE OF PLANT MATERIAL REQUIRED. 1.8 WARRANTY A. GENERAL WARRANTY: THE SPECIAL WARRANTY SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITION TO, AND RUN CONCURRENT WITH, OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. B. SPECIAL WARRANTY: WARRANT THE FOLLOWING LIVING PLANTING MATERIALS FOR A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR SHRUBS, GROUNDCOVER AND PLANTS, AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER, ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD, OR INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL. C. REMOVE AND REPLACE DEAD PLANTING MATERIALS IMMEDIATELY UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASON. D. REPLACE PLANTING MATERIALS THAT ARE MORE THAT 25 PERCENT DEAD OR IN AN UNHEALTHY CONDITION AT END OF WARRANTY PERIOD. 1.9 TREE, SHRUB AND VINE MAINTENANCE A. MAINTAIN TREES, SHRUBS AND VINES BY PRUNING, CULTIVATING, WATERING, WEEDING, FERTILIZING, RESTORING PLANTING SAUCERS, TIGHTENING AND REPAIRING STAKES, AND RESETTING TO PROPER GRADES OR VERTICAL POSITION, AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. RESTORE OR REPLACE DAMAGED TREE WRAPPINGS. MAINTAIN TREES AND SHRUBS FOR THE FOLLOWING PERIOD: 1. MAINTENANCE PERIOD: 3 MONTHS FOLLOWING SUBSTANTIAL COMPLETION. PART 2 - PRODUCTS 2.1 TREE, SHRUB AND VINE MATERIAL A. GENERAL: FURNISH NURSERY-GROWN TREES AND SHRUBS CONFORMING TO ANSI Z60.1, WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY-BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFEATS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. B. GRADE: PROVIDE TREES AND SHRUBS OF SIZES AND GRADES CONFORMING TO ANSI Z60.1 FOR TYPE OF TREES AND SHRUBS REQUIRED. TREES AND SHRUBS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO ARCHITECT, WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. C. LABEL AT LEAST 1 TREE AND 1 SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAME. 2.2 SHADE AND FLOWERING TREES A. SHADE TREES: SINGLE-STEM TREES WITH STRAIGHT TRUNK, WELL-BALANCED CROWN, AND INTACT LEADER, OF SIZE INDICATED, CONFORMING TO ANSI Z60.1 FOR TYPE OF TREES REQUIRED. 1. BRANCHING HEIGHT: 1/2 OF TREE HEIGHT. B. SMALL TREES: SMALL UPRIGHT OR SPREADING TYPE, BRANCHED OR PRUNED NATURALLY ACCORDING TO SPECIES AND TYPE, AND WITH RELATIONSHIP OF CALIPER, HEIGHT, AND BRANCHING RECOMMENDED BY ANSI Z60.1, AND STEM FORM AS FOLLOWS: 1. FORM: MULTISTEM, CLUMP, WITH 2 OR MORE MAIN STEMS. C. CONTAINER-GROWN TREES WILL MEET ANSI Z60.1 LIMITATIONS FOR CONTAINER STOCK. 2.3 BROADLEAF EVERGREENS A. FORM AND SIZE: NORMAL-QUALITY, WELL-BALANCED, BROADLEAF EVERGREENS, OF TYPE, HEIGHT, SPREAD, AND SHAPE REQUIRED, CONFORMING TO ANSI Z60.1. 2.4 PLANTS/GROUNDCOVERS A. SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED OF SEED SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED IN THE "SCHEDULE OF SEED MIXTURES" INDICATED ON PLANS. B. PROVIDE GROUND COVER PLANTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN THE MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI Z60.1 FOR THE POT SIZE SHOWN OR LISTED. 2.5 TURF A. THE SOD SHALL CONSIST OF LIVE, GROWING, MATURE GRASS AS SPECIFIED ON THE PLANTING LEGEND OBTAINED FROM A LOCAL REPUTABLE SOD FARM. THE SOD SHALL BE CUT FROM THE FIELD WITH A MINIMUM OF ONE-HALF INCH OF SOIL THAT COMPLETELY COVERS THE ROOTS OF THE SOD. THE SOD SHALL HAVE A HEALTHY, VIRILE ROOT SYSTEM OF DENSE, THICKLY MATTED ROOTS THROUGHOUT. B. THE SOD SHALL ARRIVE VIGOROUS AND HAVE A LUSH APPEARANCE, UNIFORM TEXTURE AND DARK-GREEN COLOR THROUGHOUT WITH NO DEAD OR DRY EDGES. C. THE SOD SHALL BE SUFFICIENTLY DENSE TO BEAR HANDLING AND PLACEMENT WITHOUT TEARING. D. THE SOD SHALL BE FREE OF DISEASE AND HARMFUL INSECTS, OBNOXIOUS WEEDS OR OTHER GRASSES AND SHALL NOT CONTAIN ANY OTHER MATTER DELETERIOUS TO ITS GROWTH OR WHICH MIGHT AFFECT ITS SUBSISTENCE OR HARDINESS WHEN TRANSPLANTED. 2.5 SOIL AMENDMENTS A. LIME: ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE CONTAINING A MINIMUM 80 PERCENT CALCIUM CARBONATE EQUIVALENT, WITH A MINIMUM 99 PERCENT PASSING A NO. 8 (2.36 MM) SLEEVE AND A MINIMUM 75 PERCENT PASSING A NO. 60 (250 MICROMETER) SLEEVE. 1. PROVIDE LIME IN THE FORM OF DOLOMITIC LIMESTONE. B. ALUMINUM SULFATE: COMMERCIAL GRADE, UNADULTERATED. C. SAND: CLEAN, WASHED, NATURAL OR MANUFACTURED SAND, FREE OF TOXIC MATERIALS. D. PERLITE: HORTICULTURAL PERLITE, SOIL AMENDMENT GRADE. E. PEAT HUMUS: FINELY DIVIDED OR GRANULAR TEXTURE, WITH A PH RANGE OF 6 TO 7.5, COMPOSED OF PARTIALLY DECOMPOSED MOSS PEAT (OTHER THAN SPHAGNUM), PEAT HUMUS, OR REED-SEDGE PEAT. F. PEAT HUMUS: FOR ACID-TOLERANT TREES AND SHRUBS, PROVIDE MOSS PEAT, WITH A PH RANGE OF 3.2 TO 4.5, COARSE FIBROUS TEXTURE, MEDIUM-DIVIDED SPHAGNUM MOSS PEAT OR REED-SEDGE PEAT. G. SAWDUST OR GROUND-BARK HUMUS: DECOMPOSED, NITROGEN-TREATED, OF UNIFORM TEXTURE, FREE OF CHIPS, STONES, STICKS, SOIL, OR TOXIC MATERIALS. 1. WHEN SITE TREATED, MIX WITH AT LEAST 0.15 LB (2.4 KG) OF AMMONIUM NITRATE OR 0.25 LB (4 KG) OF AMMONIUM SULFATE PER CU. FT. (CU. M) OF LOOSE SAWDUST OR GROUND BARK. H. MANURE: WELL-ROTTED, UNLEACHED STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WELL SEED, AND MATERIAL HARMFUL TO PLANT GROWTH. I. HERBICIDES: EPA REGISTERED AND APPROVED, OF TYPE RECOMMENDED BY MANUFACTURER. J. WATER: AS PROVIDED BY LOCAL WATER PURVEYOR. 2.6 FERTILIZER A. BONEMEAL: COMMERCIAL, RAW, FINELY GROUND; MINIMUM OF 4 PERCENT NITROGEN AND 20 PERCENT PHOSPHORIC ACID. B. SUPERPHOSPHATE: COMMERCIAL, PHOSPHATE MIXTURE, SOLUBLE; MINIMUM OF 20 PERCENT AVAILABLE PHOSPHORIC ACID. C. COMMERCIAL FERTILIZER: COMMERCIAL-GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST- AND SLOW-RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OR UREA-FORM, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSITION: 1. COMPOSITION: 1 LB PER 1000 SQ. FT. (0.5 KG PER 100 SQ. M) OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM, BY WEIGHT. 2. COMPOSITION: NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED SOIL-TESTING AGENCY. D. SLOW-RELEASE FERTILIZER: GRANULAR FERTILIZER CONSISTING OF 50 PERCENT WATER-INSOLUBLE NITROGEN, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSITION: 1. COMPOSITION: 5 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND 5 PERCENT POTASSIUM, BY WEIGHT. 2. COMPOSITION: 20 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND 10 PERCENT POTASSIUM, BY WEIGHT. 3. COMPOSITION: NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOIL REPORTS FROM A QUALIFIED SOIL-TESTING AGENCY. 4. 'AGRIFORM' (OR EQUAL) PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED, LONG-LASTING AND SLOW-RELEASE. WEIGHTS OF 5, 10, AND 21 GRAMS LISTED IN THE GUARANTEED ANALYSIS. 2.7 MULCHES A. ORGANIC MULCH: ORGANIC MUCH, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF ONE OF THE FOLLOWING: 1. TYPE: GROUND OR SHREDDED BARK. B. PEAT MULCH: PROVIDE PEAT MOSS IN NATURAL, SHREDDED, OR GRANULATED FORM, OF FINE TEXTURE, WITH A PH RANGE OF 4 TO 6 AND A WATER-ABSOBING CAPACITY OF 1100 TO 2000 PERCENT. C. FIBER MULCH: BIODEGRADABLE DYED-WOOD CELLULOSE-FIBER MULCH, NONTOXIC, FREE OF PLANT GROWTH- OR GERMINATION-INHIBITORS, WITH MAXIMUM MOISTURE CONTENT OF 15 PERCENT AND A PH RANGE OF 4.5 TO 6.5. D. INSTALL 3" DEPTH OF MULCH IN ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1. 2.8 MISCELLANEOUS LANDSCAPE MATERIALS A. STAKES 1. UPRIGHT STAKES: ROUGH-SAWN, SOUND, NEW HARDWOOD, REDWOOD, OR PRESSURE-PRESERVATIVE-TREATED SOFTWOOD, FREE OF KNOTS, HOLES, CROSS GRAIN, AND OTHER DEFECTS, 2 INCHES DIAMETER BY LENGTH INDICATED, POINTED AT ONE END. 2. HOSE CHAFING GUARD: REINFORCED RUBBER OR PLASTIC HOSE AT LEAST 1/2 INCH (13 MM) IN DIAMETER, BLACK, CUT TO LENGTHS REQUIRED TO PROTECT TREE TRUNKS DAMAGE. B. HERBICIDES AND INSECTICIDES 1. ALL JOB SITE PESTICIDE APPLICATION SHALL BE MADE BY PERSONNEL CAPABLE OF IDENTIFYING THE PEST SPECIES TO BE CONTROLLED, KNOWLEDGEABLE OF CONTROL TECHNIQUES AND ABLE TO APPLY PESTICIDES AT PRESCRIBED DOSAGES AND RATES OF APPLICATION, AS REQUIRED TO ACHIEVE THE REQUIRED CONTROL UNDER THE JOB SITE CONDITIONS, WITHOUT DANGER TO PEOPLE, PETS, OR OTHER NON-TARGET ANIMALS OR VEGETATION. C. ROOT BARRIER 1. ROOT BARRIERS ARE TO BE USED ON ALL TREES WITHIN 5' OF ANY CURB, WALL, HARDSCAPE ELEMENT, BUILDING, FIRE HYDRANT, UTILITY VAULT OR LIGHT FIXTURE. USE DEEP ROOT LB-24-2 INTERLOCKING LINEAR BARRIER OF LENGTH AND DEPTH AS INDICATED ON THE DRAWINGS. D. ARBOR GUARD 1. INSTALL TREE TRUNK PROTECTOR FOR ALL TREES INSTALLED IN LAWN AREAS. TRUNK PROTECTOR SHALL ENCIRCLE ENTIRE BASE OF TREE TRUNK TO A HEIGHT OF 9" ABOVE FINISH GRADE. TRUNK PROTECTOR SHALL BE MADE OF A HARD PLASTIC MATERIAL TO PREVENT DAMAGE FROM WEED WHIPPERS AND LAWN MOWERS, PROTECTORS SHALL HAVE HOLES TO ALLOW THE TREE TRUNK TO BREATHE AND PREVENT MOLD. E. TREE TIES 1. TREE TIES SHALL BE MADE OF BLACK VINYL MATERIAL WHICH AND SHALL CONFORM TO ASTM-D-412 STANDARDS FOR TENSILE AND ELONGATION STRENGTH. TIES ARE TO BE SECURED TO TREE STAKE USING A GALVANIZED NAIL. PART 3 - EXECUTION 3.1 EXAMINATION A. EXAMINE AREAS TO RECEIVE LANDSCAPING FOR COMPLIANCE WITH REQUIREMENTS AND FOR CONDITIONS AFFECTING PERFORMANCE OF WORK OF THIS SECTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 WEED ABATEMENT A. UPON THE COMPLETION OF THE IRRIGATION SYSTEM AND AFTER ALL EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, PERFORM THE FOLLOWING WEED ABATEMENT PROGRAM. WATER ALL AREAS FOUR (4) TIMES DAILY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS. APPLY A NON-SELECTIVE HERBICIDE (ROUND-UP) PER MANUFACTURER'S RECOMMENDATIONS TO ERADICATE THE GERMINATED WEEDS. ALLOW HERBICIDE TO KILL ALL WEEDS. RAKE OR HOE OFF ALL DEAD WEEDS TO A DEPTH OF 1/4 INCH BELOW THE SURFACE OF THE SOIL. IF PERENNIAL WEEDS OR GRASSES STILL EXIST, REWATER FOUR (4) TIMES DAILY FOR FOURTEEN (14) CONSECUTIVE DAYS UNTIL NEW GROWTH APPEARS. REAPPLY A HERBICIDE WITH A DYE INDICATOR. REMOVE WEEDS AFTER HERBICIDE HAS HAD SUFFICIENT TIME TO KILL. 3.3 PREPARATION A. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS. STAKE LOCATIONS, OUTLINE AREAS, AND SECURE ARCHITECT'S ACCEPTANCE BEFORE THE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS MAY BE REQUIRED. 3.4 PLANTING SOIL PREPARATION A. MIX SOIL AMENDMENTS AND FERTILIZERS WITH SITE SOIL AT RATES INDICATED. DELAY MIXING FERTILIZER IF PLANTING DOES NOT FOLLOW PLACING OF PLANTING SOIL WITHIN A FEW DAYS. AMENDMENTS WILL BE MODIFIED FROM THOSE NOTED BASED ON SOILS REPORTS PERFORMED BY CONTRACTOR MIN. (3). B. FOR TREE PIT OR TRENCH BACKFILL, MIX PLANTING SOIL BEFORE BACKFILLING AND STOCKPILE AT SITE. C. FOR PLANTING BEDS, MIX PLANTING SOIL EITHER PRIOR TO PLANTING OR APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING. D. PLANT BACKFILL SHALL BE PER SOIL TEST PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY OF SIERRA MADRE. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: a. ORGANIC MATTER CONTENT b. N, P, K c. PH d. EC e. SOIL TEXTURE (SILT, SLAY, SAND) f. RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF SIERRA MADRE. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOIL LAB. IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH 'OR EQUAL' PRODUCTS APPROVED BY THE CITY OF SIERRA MADRE. 3.5 GROUND COVER AND PLANTING BED PREPARATION A. LOOSEN SUBGRADE OF PLANTING BED AREAS TO A MINIMUM DEPTH OF 6 INCHES (150 MM). REMOVE STONES LARGER THAN 1-1/2 INCHES 938 MM) IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIALS. B. SPREAD PLANTING SOIL MIXTURE TO DEPTH REQUIRED TO MEET THICKNESS, GRADES, AND ELEVATIONS SHOWN AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. PLACE SOIL MIXTURE IN TWO (2) LIFTS AND INSURE PROPER COMPACTION OF PLANTING BEDS. C. EACH PLANT SHALL RECEIVE ONE (1) 5 GRAM 'AGRIFORM' (OR EQUAL) PLANT TABLET. 3.6 EXCAVATION FOR TREES AND SHRUBS A. PITS AND TRENCHES: EXCAVATE WITH VERTICAL SIDES AND WITH BOTTOM OF EXCAVATION SLIGHTLY RAISED AT CENTER TO ASSIST DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION. 1. CONTAINER-GROWN TREES AND SHRUBS: EXCAVATE TO TWICE CONTAINER WIDTH, AND TO DEPTH OF ROOTBALL IN CONTAINER. 1. EXCAVATION AND PLANTING OF TREES SHALL BE COMPLETED PRIOR TO INSTALLATION OF DRAIN LINE. B. OBSTRUCTIONS: NOTIFY LANDSCAPE ARCHITECT IF UNEXPECTED ROCK OR OBSTRUCTIONS DETRIMENTAL TO TREES OR SHRUBS ARE ENCOUNTERED IN EXCAVATIONS. 1. HARDPAN LAYER: DRILL 6-INCH- (150 MM-) DIAMETER HOLES INTO FREE-DRAINING STRATA OR TO A DEPTH OF 10 FEET (3 M), WHICHEVER IS LESS, AND BACKFILL WITH FREE-DRAINING MATERIAL. C. DRAINAGE: NOTIFY LANDSCAPE ARCHITECT IF SUBSOIL CONDITIONS EVIDENCE UNEXPECTED WATER SEEPAGE OR RETENTION IN TREE OR SHRUB PITS. D. FILL EXCAVATIONS WITH WATER AND ALLOW TO PERCOLATE OUT, BEFORE PLACING SETTING LAYER AND POSITIONING TREES AND SHRUBS. 3.7 PLANTING TREES, SHRUBS AND VINES A. SET CONTAINER-GROWN STOCK PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF BALL LEVEL TO ADJACENT FINISH GRADES AS INDICATED. 1. CAREFULLY REMOVE CONTAINERS SO AS NOT TO DAMAGE ROOT BALLS. 2. PLACE BACKFILL AROUND BALL IN LAYERS, TAMPING TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY 1/2 BACKFILLED, WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING AND TAMPING FINAL LAYER OF BACKFILL. B. DISH AND TAMP TOP OF BACKFILL TO FORM A 3-INCH- (75-MM-) HIGH MOUND AROUND THE RIM OF THE PIT. DO NOT COVER TOP OF ROOT BALL WITH BACKFILL. 3.8 TREE, SHRUB AND VINE PRUNING A. PRUNE, THIN, AND SHAPE TREES AND SHRUBS ACCORDING TO STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY ARCHITECT, DO NOT CUT TREE LEADERS; REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. SHRUB SIZES INDICATED ARE SIZE AFTER PRUNING. VINES ARE TO BE ALLOWED TO SPREAD/CLIMB AND SHOULD NOT BE PRUNED BACK HEAVILY. 3.9 TREE AND SHRUB STAKING A. UPRIGHT STAKING AND TYING: STAKE TREES OF 15 GALLON AND LARGER. USE A MINIMUM OF 2 STAKES OF LENGTH REQUIRED TO PENETRATE AT LEAST 24 INCHES BELOW BOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEAST 72 INCHES ABOVE GRADE. SET VERTICAL STAKES AND SPACE TO AVOID PENETRATING BALLS OR ROOT MASSES. SUPPORT TREES WITH 2 STANDS OF TIE WIRE ENCASED IN HOSE SECTIONS AT CONTACT POINTS WITH TREE TRUNK. STAKING AND TYING OF TREE IS NOT INTENDED TO IMMOBILIZE TREE. INSTALL TO ALLOW SLACK IN TIES, AVOIDING RIGID RESTRAINT OF TREE. 3.10 VINE TYING A. STANDARD NURSERY STAKE SHALL BE REMOVED FROM ALL VINES AND THE VINES SHALL BE TRAINED AND FASTENED TO THE WALLS/FENCES AS DIRECTED BY THE LANDSCAPE ARCHITECT. B. USE STANDARD GREEN PLANT TIE TAPE TO TIE TRAIN VINE TO TRELLIS OR FENCE C. PLANT ANCHOR KITS MAY BE USED ON MASONRY SURFACES. KIT SHALL CONSIST OF ANCHOR CAP, GLUE AND PLANT TIE. 3.11 PLANTING PLANTS A. SPACE PLANTS AS INDICATED ON DRAWINGS. B. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS, AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET SOIL. 3.12 TURF INSTALLATION A. SOIL PREPARATION 1. PRIOR TO PLANTING SOD, REMOVE ALL ROCKS AND DEBRIS, ERADICATE AND PHYSICALLY REMOVE ALL VEGETATION AND WEEDS, DEAD OR ALIVE, FROM THE SITE. 2. ROTOTILL OR SPADE THE AREA TO A DEPTH OF 4 TO 6 INCHES. ELIMINATE DRAINAGE PROBLEMS BY HAVING SOIL SLOPE AWAY FROM FOUNDATIONS, ETC. 3. INCORPORATE ORGANIC MATTER (HUMUS, REDWOOD, SAND, ETC.), GYPSUM, LIME AND FERTILIZER AS RECOMMENDED BY AN APPROVED SOILS REPORT TO A DEPTH OF 3 TO 4 INCHES. IN THE DESERT SOUTHWEST, INCORPORATE SOIL AMENDMENTS INTO THE TOP 2 TO 4 INCHES OF THE SOIL PROFILE. 4. RAKE AND SMOOTH THE SOIL, REMOVING ROCKS, ROOTS, AND LARGE CLODS. ROLL THE AREA LIGHTLY WITH A LAWN ROLLER 1/3 FULL OF WATER, LEAVING THE GRADE 1 INCH BELOW FINISH GRADE. 5. WATER THE PREPARED AREA TO A DEPTH OF 6 INCHES TO SETTLE SOIL AND PROVIDE A MOIST BASE FOR TURF. B. SODDING 1. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE TESTED AND FULLY FUNCTIONAL. 2. SOD SHALL BE HARVESTED WITHIN 24 HOURS PRIOR TO DELIVERY AND PLANTED WITHIN THREE DAYS AFTER HARVEST. 3. INSTALL SOD IMMEDIATELY UPON DELIVERY. IN HOT WEATHER, PROTECT UNLAID SOD BY PLACING STACKS IN SHADE, COVERING WITH MOIST BURLAP SACKING AND SPRINKLING. 4. BEGIN INSTALLING SOD ALONG THE LONGEST STRAIGHT LINE, SUCH AS A DRIVEWAY OR SIDEWALK. BUTT AND PUSH EDGES AND ENDS AGAINST EACH OTHER TIGHTLY, WITHOUT STRETCHING. AVOID GAPS OR OVERLAPS. STAGGER THE JOINTS IN EACH ROW IN A BRICK-LIKE FASHION, USING A LARGE SHARP KNIFE TO TRIM CORNERS, ETC. AVOID LEAVING SMALL STRIPS AT OUTER EDGES AS THEY WILL NOT RETAIN MOISTURE. ON SLOPES, LAY THE TURF PIECES HORIZONTALLY ACROSS THE SLOPE. ON 2:1 SLOPES OR GREATER, STAKE SOD TO HOLD IN PLACE WITH 1/2" X 1" X 12" PEGS AT TWO-FOOT SPACINGS. TO AVOID CAUSING INDENTATIONS OR AIR POCKETS, AVOID WALKING OR KNEELING ON THE TURF WHILE IT IS BEING INSTALLED OR JUST AFTER WATERING. DO NOT LAY WHOLE LAWN BEFORE WATERING. WHEN A CONVENIENTLY LARGE AREA HAS BEEN SODDED, WATER LIGHTLY TO PREVENT DRYING. 5. AFTER INSTALLING THE TURF, ROLL THE ENTIRE AREA TO IMPROVE TURF-TO-SOIL CONTACT AND REMOVE AIR POCKETS. 6. BEGIN WATERING WITHIN 30 MINUTES OF INSTALLATION. 3.13 MULCHING A. MULCH BACKFILLED SURFACES OF PITS, TRENCHES, PLANTED AREAS, AND OTHER AREAS INDICATED. 3" LAYER SHALL BE INSTALLED IN SHRUB AREA WITH GRADE LESS THAN 3:1. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL. 3.14 CLEANUP AND PROTECTION A. DURING LANDSCAPING, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. B. PROTECT LANDSCAPING FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.15 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF THE OWNER'S PROPERTY. 21 LANDSCAPE PLANTING SPECIFICATIONS LP-05

4.23.2025 Color Scheme binder for REVIEW
Exterior Color Scheme Binder
Sierra Madre, CA
Bailey Canyon Estates
Michelle Bridges
Architectural Colors, Inc.

4.23.2025 Renamed/ Renumbered schemes / Updated project name/ brick 3MO & 1CS changed

3.13.2025 MBACI updated callouts per Toll request

3.10.2025 MBACI Reuse/ Reconfigure / Toll colors & MBACI schemes COLOR SCHEME #/
COLOR APPLICATION 1MO 2M0 3MO

ROOF MATERIAL

FLAT ROOF TPO OR EQUAL TPO OR EQUAL TPO OR EQUAL

METAL ROOF DARK BRONZE MEDIUM BRONZE ZINC GRAY

STUCCO BODY/
TRIM
SW 7010

WHITE DUCK
SW 7050

USEFUL GRAY
SW 7005

PURE WHITE

FASCIA / EAVES

METAL AWNINGS
SW 7020

BLACK FOX
SW 7020

BLACK FOX
GARAGE DOORS SW 7048

URBANE BRONZE
SW 7048

URBANE BRONZE

ENTRY DOORS ONYX ONYX ONYX

STONE VENEER /

DRYSTACK INSTALLATION
6" SPLIT LIMESTONE
CREAM
6" SPLIT LIMESTONE
WHITE
6" SPLIT LIMESTONE

SUMMIT GRAY

THIN BRICK VENEER /

MORTAR COLOR

WIRECUT BRICK - WOLF GREY

OBP MISTY COVE

WIRECUT BRICK - ICEBERG

OBP SNOW WHITE

WIRECUT BRICK - ICEBERG

OBP SNOW WHITE
PAINT/ STUCCO: SHERWIN WILLIAMS PAINT - FLAT FINISH ON STUCCO / STUCCO FINISH= 16/20 SAND CONCRETE ROOFING: EAGLE ROOFING OR EQUAL
METAL ROOF: TAYLOR MADE OR EQUAL
MASONRY VENEER: CORONADO STONE & THIN BRICK OR EQUAL
MORTAR GROUT: ORCO BLEND PRODUCTS (OBP MAC PLUS) OR EQUAL RAIN GUTTERS: RGS - MUSKET COLOR OR EQUAL
ALL METAL: SHERWIN WILLIAMS PAINT - SW 7020 BLACK FOX - EGGSHELL FINISH ENTRY DOORS: THERMA TRU CLASSIC CRAFT

GARAGE DOORS WAYNE DALTON OR EQUAL
WINDOWS: BLACK BY BUILDER
Exterior Sheet Metal Flashing, Vents, Utility Box, Garage Exit Doors & Jamb to be painted adjacent field color Bailey Canyon Estates
MO - Modern Elevations

4.23.2025 Renamed/ Renumbered schemes / Updated project name/ brick 3MO & 1CS changed

3.13.2025 MBACI updated callouts per Toll request

3.10.2025 MBACI Reuse/ Reconfigure / Toll colors & MBACI schemes COLOR SCHEME #/
COLOR APPLICATION 1CF 2CF 3CF

ROOF MATERIAL

CONCRETE FLAT SLATE PROFILE
4697

SLATE RANGE
4602

CONCORD BLEND
4882

MANTECA BLEND

METAL ROOF DARK BRONZE DARK BRONZE DARK BRONZE
STUCCO BODY SW 7006

EXTRA WHITE
SW 6070

HERON PLUME
SW 9166

DRIFT OF MIST

FASCIA / EAVES /
TRIM 1
SW 7006

EXTRA WHITE
SW 7069

IRON ORE
SW 7642

PAVESTONE

BATTEN SIDING /
TRIM 2
SW 7006

EXTRA WHITE
SW 7067

CITYSCAPE
SW 7642

PAVESTONE
GARAGE DOORS SW 7006

EXTRA WHITE
SW 7069

IRON ORE
SW 9166

DRIFT OF MIST

ENTRY DOORS ONYX ONYX ONYX

STONE VENEER /

DRYSTACK INSTALLATION
3" SPLIT LIMESTONE

VISTA POINTE
3" SPLIT LIMESTONE
WHITE
3" SPLIT LIMESTONE
WALNUT

THIN BRICK VENEER /

MORTAR COLOR N/A N/A N/A
PAINT/ STUCCO: SHERWIN WILLIAMS PAINT - FLAT FINISH ON STUCCO / STUCCO FINISH= 16/20 SAND CONCRETE ROOFING: EAGLE ROOFING OR EQUAL
METAL ROOF: TAYLOR MADE OR EQUAL
MASONRY VENEER: CORONADO STONE & THIN BRICK OR EQUAL
MORTAR GROUT: ORCO BLEND PRODUCTS (OBP MAC PLUS) OR EQUAL RAIN GUTTERS: RGS - MUSKET COLOR OR EQUAL
ALL METAL: SHERWIN WILLIAMS PAINT - SW 7020 BLACK FOX - EGGSHELL FINISH ENTRY DOORS: THERMA TRU CLASSIC CRAFT

4.23.2025 Renamed/ Renumbered schemes / Updated project name/ brick 3MO & 1CS changed

3.13.2025 MBACI updated callouts per Toll request

3.10.2025 MBACI Reuse/ Reconfigure / Toll colors & MBACI schemes COLOR SCHEME #/
COLOR APPLICATION 1CS 2CS 3CS

ROOF MATERIAL

CONCRETE FULL S PROFILE
SCC 8830

ALBUQUERQUE BLEND
SCC 8806

TUCSON BLEND
3773

WALNUT BLEND

METAL ROOF N/A N/A N/A
STUCCO BODY SW 7636

ORIGAMI WHITE
SW 7631

CITY LOFT
SW 6141

SOFTER TAN

FASCIA / EAVES /
TRIM
SW 7015

REPOSE GRAY
SW 7032

WARM STONE
SW 7042

SHOJI WHITE
GARAGE DOORS SW 7048

URBANE BRONZE
SW 7048

URBANE BRONZE

ENTRY DOORS ONYX ONYX ONYX

STONE VENEER /

DRYSTACK INSTALLATION N/A N/A N/A

THIN BRICK VENEER /

MORTAR COLOR

WIRECUT BRICK - ICEBERG

OBP SNOW WHITE

WIRECUT BRICK - COTTONWOOD

OBP SNOW WHITE

WIRECUT BRICK - ICEBERG

4.23.2025 Renamed/ Renumbered schemes / Updated project name/ brick 3MO & 1CS changed

3.13.2025 MBACI updated callouts per Toll request

3.10.2025 MBACI Reuse/ Reconfigure / Toll colors & MBACI schemes COLOR SCHEME #/
COLOR APPLICATION 1CC 2CC 3CC

ROOF MATERIAL

CONCRETE FLAT SHAKE PROFILE
5804

ROCKLIN BLEND
5880

SHASTA BLEND
5808

TOMBSTONE BLEND

METAL ROOF N/A N/A N/A

STUCCO BODY /

GABLE INSETS
SW 7043

WORLDLY GRAY
SW 7016

MINDFUL GRAY
SW 7042

SHOJI WHITE

FASCIA / EAVES /
TRIM 1
SW 7020

BLACK FOX
SW 7035

AESTHETIC WHITE
SW 7047

PORPOISE

STRAIGHT EDGE PANEL
SHINGLE SIDING / TRIM 2
SW 6200

LINK GRAY
SW 7622

HOMBURG GRAY
SW 7045

INTELLECTUAL GRAY
GARAGE DOORS SW 7048

URBANE BRONZE
SW 7048

URBANE BRONZE

ENTRY DOORS ONYX ONYX ONYX

STONE VENEER /

DRYSTACK INSTALLATION N/A N/A N/A

THIN BRICK VENEER /

MORTAR COLOR

SAND MOLD BRICK - BROOKFIELD

OBP MISTY COVE

SAND MOLD BRICK - SAVANNAH GRAY

OBP MISTY COVE

SAND MOLD BRICK - BARNACLE

OBP MISTY COVE
PAINT/ STUCCO: SHERWIN WILLIAMS PAINT - FLAT FINISH ON STUCCO / STUCCO FINISH= 16/20 SAND CONCRETE ROOFING: EAGLE ROOFING OR EQUAL
METAL ROOF: TAYLOR MADE OR EQUAL
MASONRY VENEER: CORONADO STONE & THIN BRICK OR EQUAL
MORTAR GROUT: ORCO BLEND PRODUCTS (OBP MAC PLUS) OR EQUAL RAIN GUTTERS: RGS - MUSKET COLOR OR EQUAL
ALL METAL: SHERWIN WILLIAMS PAINT - SW 7020 BLACK FOX - EGGSHELL FINISH ENTRY DOORS: THERMA TRU CLASSIC CRAFT

BAILEY CANYON – SIERRA MADRE (PLAN 1)
All Elevation Garage Doors – Wayne Dalton Sectional 9100 Series Long Panel, No Glass All Elevations Front Entry Door – ThermaTru Classic Craft Artissa Collection CCR8222 Exterior Light Fixtures
Elevation A (Contemporary) - Progress Lighting P560374-031 – Tryon Large with Dark Sky Shield P8709-31 Elevation B (Craftsman) - Progress Lighting P6069-3130K9 - Arrive Elevation C (Modern Farmhouse) - Progress Lighting P560317-031 - Birkdale Elevation D (Spanish) - Progress Lighting P560173-031 – Marquette with Dark Sky Shield P8709-31

Standard Entry Door and Garage Door @ ALL PLANS
ThermaTru Classic Craft Artissa Collection CCR8222
Color per Color Scheme
Wayne Dalton 9100 Series Long Panel (No Glass) Color per Color Scheme 701 Millennium Blvd. Greenville, South Carolina 29607 www.progresslighting.com Rev. 11/24 Project:

Fixture Type:

Location:

Contact:

P560374-031
Tryon
Tryon Collection One-Light Large Black New Traditional Outdoor Wall Lantern Category: Outdoor
Finish: Black (Painted)
Construction: EPMM Construction
Glass/Shade: Clear Panel Glass Flat Panels Width: 9-1/2 in Extends: 7 in
Height: 24 in
H/CTR: 21-7/8 in

MOUNTING
Wall mounted
Mounting plate for outlet box
included
Canopy covers a standard 4”
recessed outlet box: 5” W., 11” ht.,

0.75” depth

ELECTRICAL
6 inches of wire supplied
120 VAC

LAMPING
(1) Medium Socket
Lamp Type A19
Incandescent: 60-watt MAX per
socket
LED: 12.5-watt MAX per socket
Fully dimmable with dimmable
bulbs

ADDITIONAL INFORMATION
cETLus Listed Wet Location
Listed
1-year Limited Warranty
Specs
Style and Option 1
P8709 - Nightsaver - Outdoor Light in Traditional style -

2.88 Inches wide by 5 Inches high by Progress Lighting
Family/Collection: Nightsaver
Width/Diameter (in): 2.88"
Height: 5"
Weight: 0.3 lbs
Installation Sheet: https://images.belamiecommerce.com/supplier/progresslighting/specsheets/p8709_31_inst.pdf Installation Sheet: https://images.belamiecommerce.com/supplier/progresslighting/specsheets/p8709_20_inst.pdf Bulb Type: LED
Lamp Base Type: Integrated LED
Finish: Antique Bronze, Textured Black
Warranty: 1 Year Limited
Made In: China
Style:

Item #: P8709-31
Price: $24.00

COOKIE SETTINGS
701 Millennium Blvd. Greenville, South Carolina 29607 www.progresslighting.com Rev. 11/24 Description:

Arrive Collection One-Light Large Wall Lantern
Specifications:
• Clear Seeded Glass Panel
• Dimmable to 10% brightness (See Dimming Notes)
• Back plate covers a standard 4” recessed outlet box: 4.5 in W., 13.0625 in ht., 1 in depth • Mounting strap for outlet box included
• 6 in of wire supplied
• Dark Sky compliant
Performance:

Number of Modules 1
Input Power 17 W
Input Voltage 120 V
Input Frequency 60 Hz
Lumens/LPW (Source) 1,211/71.2 (LM-82)
Lumens/LPW (Delivered) 738/41.2 (LM-79)
CCT 3000 K
CRI 90 CRI
Life (hours) 60000 (L70/TM-21)
EMI/RFI Meets FCC Title 47, Part 15 Class B
Max. Operating Temp 30 °C
Warranty 5-year Limited Warranty
Labels cCSAus Wet Location Listed
Dimensions:

Width: 9 in
Height: 13 in
Depth: 10-1/4 in
H/CTR: 5-3/4 in
Clear Seeded Glass Panel
Length: 6 in
Width: 0-1/8 in
Height: 9-1/8 in
P6069-3130K9
Arrive LED Wall Mounted • Wet Location Listed
Project:

Fixture Type:

Location:

Contact:

P6069-3130K9 Dimming Notes:

P6069-3130K9 is designed to be compatible with many ELV/Reverse Phase controls.

The following is a partial list of known compatible dimmer controls.

Dimming Controls:

Lutron_Nova T NTELV-300
Lutron_Vierti VTELV-600
Lutron_Maestro MAELV-600
Lutron_spacer/system SPSELV-600
Dimming capabilities will vary depending on the dimmer control, load, and circuit installation.

Always refer to dimmer manufacturer instructions or a controls specialist for specific requirements.

Dimmer control brand names where identified above are trade names or registered trademarks of each respective company.

Arrive LED Wall Mounted • Wet Location Listed
701 Millennium Blvd. Greenville, South Carolina 29607 www.progresslighting.com Rev. 05/21 Project:

Fixture Type:

Location:

Contact:

P560317-020
Birkdale
Birkdale Collection One-Light Modern Farmhouse Antique Bronze Outdoor Wall Lantern
Category: Outdoor
Finish: Antique Bronze (Painted)
Construction: Cast Aluminum Construction Width: 7 in
Extends: 9-1/2 in
Height: 23-1/4 in
H/CTR: 17 in

MOUNTING
Wall mounted
Mounting plate for outlet box
included
Canopy covers a standard 4”
recessed outlet box: 4.75” W.,

8.75” ht., 0.87” depth

ELECTRICAL
6 inches of wire supplied
120 VAC

LAMPING
(1) Medium Base (E26) Socket
Lamp Type A19
Incandescent: 100-watt MAX per
socket
LED: 17.5-watt MAX per socket
Fully dimmable with dimmable
bulbs

ADDITIONAL INFORMATION
cCSAus Wet Location Listed
1-year Limited Warranty
Dark Sky compliant
701 Millennium Blvd. Greenville, South Carolina 29607 www.progresslighting.com Rev. 12/19 Project:

Fixture Type:

Location:

Contact:

P560173-031
Marquette
This wall lantern is a go-to choice when incorporating classic silhouettes with a farmhouse flair into your home décor vision. The traditional frame is constructed with non-metallic, corrosion-resistant composite polymer in a classic black finish. A beautiful water glass shade adds charming character to the timeless design. DURASHIELD by Progress Lighting is built to last. Constructed from a composite material with UV protection, DURASHIELD holds up even in the harshest weather conditions. This high-performance finish has a 5-year warranty and is resistant to rust, corrosion, and fading. • A beautiful water glass shade adds charming character to the timeless design. • The traditional frame is constructed with non-metallic, corrosion-resistant black composit polymer finish.
• The wall lantern is a go-to choice when incorporating classic silhouettes with a farmhouse flair into your home décor vision.
• Ideal for any bedroom, foyer, entryway, porch, or patio in transitional, traditional, and coastal settings.
• DURASHIELD by Progress Lighting is a material that is built to last. Constructed from a composite polymer with UV protection, DURASHIELD holds up even in the harshest weather conditions. This high-performance material has a 5-year warranty and is resistant to rust, corrosion, and fading.
• Measures 10-1/8-inch width by 18-5/8-inch height.
• Uses one medium base bulb that is sold separately (100w max - LED or incandescent). • Able to be fully dimmable with dimmable bulbs.
• Includes installation instructions and mounting hardware. • Progress Lighting products are designed for exceptional quality, reliability, and functionality.

Category: Outdoor
Finish: Black (Painted)
Construction: Composite Polymer Construction
Glass/Shade: Clear Water glass Panel
Width: 10-1/8 in
Height: 18-5/8 in
Depth: 12-1/2 in
H/CTR: 7-5/8 in
Clear Water glass Panel
Width: 7-3/4 in
Height: 10-3/4 in

MOUNTING
Wall mounted
Mounting plate for outlet box
included
Canopy covers a standard 4”
recessed outlet box: 6.5” W., 9.75”
ht., 1.5” depth

ELECTRICAL
Prewired
6 inches of wire supplied
120 V

LAMPING
Quantity:

One 100 W max. Medium Base or
LED equivalent
E26 base Porcelain socket

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ATTACHMENT D
The Meadows at Bailey Canyon Specific Plan
This item is only available online.

Follow the link below or scan the QR code to access this item. https://www.sierramadreca.gov/common/pages/GetFile.ashx?key=NIkxAfp3 CAUTION: This message is from an EXTERNAL SENDER - be CAUTIOUS, particularly with links and attachments.

From: Matthew Bryant
Subject: [EXTERNAL] The Meadows at Bailey Canyon Project Urgent Concerns from Neighbors Date: Friday, January 9, 2026 9:20:42 AM
To:

Andew Dutton - Land Development Manager, Toll Brothers
Michael Bruckner - City Manager, City of Sierra Madre
Leticia Cardozo - Planning and Community Preservation Director Gene Goss - Council Member, City of Sierra Madre
Planning Commission, City of Sierra Madre
We live immediately adjacent to the Monastery on the west side. We are still recovering from the January 7th fires. Testing revealed our house was contaminated by lead, ash, soot and char significantly above allowable standards by the EPA. We had to vacate our house for almost a year. It has cost over $200,000 to restore our house and make it livable again.

The same 80 mph winds that blew all these contaminants into our home, certainly blew it and deposited it all over the ground as well including the 20 barren acres of the Monastery project site. We're sure you have read many of the same articles we have about the health effects of these contaminants.

It transpires that merely a year after the most destructive and toxic fire in California history, the Monastery project will shortly begin. Our understanding is that a significant amount of grading is required which will disturb all these dangerous contaminants in the soil creating dust that will not only cause ill health effects for the neighbors surrounding the property but also re-contaminate the houses that some of us have spent hundreds of thousands of dollars to remediate. There are also elderly neighbors and young children who would be particularly vulnerable to the health effects of these contaminants.

In light of all these concerns, we would like to know the following before you begin any work that will disturb the ground:

1. Have you done any soil testing for contaminants and, if so, what are the results?

2. What mitigation measures will be taken to reduce dust?

3. Will there be on-going air samples taken during the grading process?

4. Has the top soil been removed and disposed of as was done by the Army Corp of Engineers at individual home sites and, if so, how deep was it done? I have video of the dust rolling off that Monastery field during high wind events. With soil that has been disturbed during the grading process, the dust generated will be infinitely worse.

And now that dust will have been contaminated by the worst urban fire in California history.

The City of Sierra Madre and the developer have an obligation to protect the residents from these horrific consequences. Please respond to this email so that we know how to proceed to protect ourselves. You cannot risk our health and safety by putting profits over people.

Matt and Mahvash Bryant
635 Edgeview Drive
Sierra Madre
ATTACHMENT 4
From: Clare Lin
To: Public Comment
Subject: FW: Worries from a neighbor of the Meadows Project on Sunnyside Avenue Date: Thursday, January 15, 2026 12:02:37 PM
From: igor de kansky
Sent: Wednesday, January 14, 2026 7:04:18 PM
To:

Subject: [EXTERNAL] Worries from a neighbor of the Meadows Project on Sunnyside Avenue <table border="0" cellspacing="0" cellpadding="0" align="left" width="`"100%`""> <td width="`"100%`"" style="width:100.0%;background:#783973;padding:5.25pt 3.75pt 5.25pt

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To Whom it May Concern,
It has been brought to my attention that work is already beginning on the Meadows Project. I am 99 years old, and have been living here on Sunnyside Avenue for 59 years.

My adult children and grandchildren visit frequently. Having just survived the Eaton Fire, with months of evacuation and a lengthy, tedious, and expensive restoration process to remove dust and dangerous smoke contamination, as well as replace our furnace system, we are very nervous and fearful of the potential for further contamination as a result of the construction process.

Obviously, we are heartbroken that the view of the beautiful hillside will be marred by the new houses. But, on a practical level, the anticipation of noisy and dusty machines and large trucks working so close by for months is a real nightmare for us and our neighbors. It really feels like a horrible invasion to our historically peaceful street.

Of immediate concern, is soil contamination. When the digging begins, how will we know if the dust and dirt that flies into the air and onto our property is safe and not contaminated by toxic chemicals and metals from the Eaton Fire of just one year ago? How will the neighbors know if there has been adequate testing, and that measures have been taken to remove contaminated soil, and prevent the dust from spreading into the neighborhood? I know I am not the only elderly resident in the neighborhood, nor the only person with significant breathing and cardiovascular issues.

I and my family are extremely concerned about our health, and the safety of our family house and property. I hope that these concerns will be addressed at the Sierra Madre Planning Commission meeting on January 15, 2026.

Sincerely,
Helga de Kansky
481 N. Sunnyside Ave.

Sierra Madre, 91024
Sent from my iPad
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From: Fukuzaki, Rob K.

To:

Cc: Sharil Fukuzaki
Subject: [EXTERNAL] **CONCERN REGARDING THE MEADOWS DEVELOPMENT Date: Wednesday, January 14, 2026 12:07:16 AM
Attachments: image001.png
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Dear Mr. Dutton, Mr. Fong, Mr. Bruckner, Ms. Lin, Ms. Cardoso and the Planning Commission, My family and I live at 501 N. Sunnyside (the big blue house), our property is adjacent to the Mater Dolorosa lot. The last year has been a nightmare for us with no light at the end of the tunnel on when we will be able to return home. A portion of our property was a total loss in the fire. It is a true miracle our home is still standing. Our home is uninhabitable from the smoke damage and toxins including unsafe levels of lead. We have a young child.

My wife and I had been in discussions with Jonathan Frankel, of New Urban West. He was supposed to provide us with renderings of the proposed property next to us. We tried phoning him. His cell phone number has changed, the man that answered wasn't him. We have seen activity taking place on the lot and are extremely concerned. We have a lot of questions as do many neighbors. Perhaps the City or Toll Brothers would like to schedule a meeting to address these concerns?
Has the soil been tested in the field north of our property to determine if it is safe and free of toxins that could have ill effects on the neighboring residents? If not, is it planned? Our son plays in our yard which is immediately adjacent to the building site. NO AMOUNT OF LEAD IS SAFE IN A CHILD. We have a neighbor who is nearly 100 years old. I am sure you can understand why we have concerns. New data and reports continue to be released about the harmful effects the fire is having on individuals. We are trying to do everything we can to protect the safety of our family.

Will signs be posted with a phone number that neighbors can call in case dust is seen during the construction process? Will the loads in the trucks be covered as the dirt is hauled away? What measures are Toll Brothers and the City going to take to make sure the homes surrounding the lot are protected during the project? We are estimating over $1,000,000 to put our house back together again after the devastating Eaton Fire. We don't want all of that work to be done in vain.

Has an evacuation and fire safety plan been created for the Meadows project and for the adjacent properties surrounding it? The night of the fire was the most terrifying night of our lives. We are so thankful there was no development at that time. My wife and I feel confident, if the development would have been there, we would have lost our entire property, and very likely many more blocks in the City would have been destroyed. A fire official told a nearby resident, if the development would have been there, it would have destroyed so much more. The development would have acted like "fuel" on the fire. The open land acted as a buffer. The night of the fire, we had a multitude of spectators, driving up Sunnyside and into the Mater Dolorosa property, to observe. We have never seen traffic like that on our street.

Spectators were parking their cars, getting out and actually standing on our property taking photos of the glowing mountain while me and other loved ones had hoses in hand trying to save our house from burning to the ground. We had to tell them to vacate our property as we were trying to protect it. It was astounding how insensitive they were. Property and lives were at stake. The spectators made a dangerous situation even more dangerous by the congestion they were creating. Law enforcement was not present to help as they were handling other emergencies. If it wasn't easy for us to vacate our own property, due to the congestion, I can't even imagine what it would have been like inside the gates at Mater Dolorosa. The smoke was thick and air difficult to breathe. It was like a scene out of a movie.

We look forward to hearing how this will be addressed. We have video.

We would like to request a field walk, with the Toll Brothers representatives, at our property line to understand the scope, time table, tie-ins and impacts the development will have on our property. We would appreciate full transparency. Where will the house pad be, the setbacks (we were told 20 feet or so), the base of the slope up to the pad, etc.

My wife and I look forward to your reply.

Regards,
Rob Fukuzaki Sports Anchor
Host: Slam Dunk, Rams, MNF Postgame & SNS
ABC7 Los Angeles
500 Circle Seven Drive
Glendale, CA 91201
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From: Clare Lin
To: Public Comment
Subject: FW: [EXTERNAL] The Meadows at Bailey Canyon Project Urgent Concerns from Neighbors Date: Thursday, January 15, 2026 2:18:25 PM
From: Christie Kederian
Sent: Thursday, January 15, 2026 2:01 PM
To: Clare Lin
Subject: [EXTERNAL] The Meadows at Bailey Canyon Project Urgent Concerns from Neighbors This written comment is submitted by Dr. Christie Kederian, a resident who lives directly behind the Meadows at Bailey Canyon development site in Sierra Madre.

I am writing to express serious concern regarding development activity that has begun on the former Mater Dolorosa property before post-wildfire soil testing has been completed and publicly disclosed.

Wildfires fundamentally alter soil composition. Fire can mobilize ash, heavy metals, and other hazardous substances into the soil. When that soil is disturbed through grading, excavation, or construction, contaminants can become airborne dust or migrate through runoff, potentially impacting neighboring homes and residents.

At this time, no updated post-fire soil testing results have been made available to the surrounding community, yet ground-disturbing activity has already begun. This raises legitimate public health and environmental safety concerns.

This concern is especially urgent for families living adjacent to the site. I am the parent of a three-year-old and a six-month-old. Young children are uniquely vulnerable to environmental toxins due to their developing lungs, nervous systems, and immune systems. Exposure risks that may be considered minimal for adults can have long-term consequences for infants and toddlers.

This comment is not submitted in opposition to development. It is a request for due diligence, transparency, and basic public health protections.

Specifically, I respectfully request that the City take the following actions before any further grading or soil disturbance proceeds:

1. Require independent post-wildfire soil testing conducted by a certified environmental laboratory

2. Ensure public disclosure of all soil testing results, including any findings related to heavy metals, ash residue, or hazardous contaminants

3. Place a temporary pause on further ground disturbance until results are reviewed by appropriate City environmental and public health professionals

4. If contamination is identified, require a clear mitigation and protection plan for nearby residents, particularly households with young children
Sierra Madre has a long-standing commitment to environmental stewardship and community well-being. Proceeding with development before confirming soil safety places residents at unnecessary risk and undermines public trust.

I respectfully urge the City Council to prioritize safety over speed and ensure that development near existing homes is conducted responsibly and transparently.

Thank you for your time and consideration.

Kindly,
Dr. Christie Kederian
--
Dr.

Christie Tcharkhoutian Kederian EdD, M.A., MFT
Licensed Marriage and Family Therapist (MFT #90138)
National Dating&Relationship Expert, Coach & Consultant: Work with Christie Representative of Education for California Association of Marriage and Family Therapist
Featured: ABC, NBC, LA Times, Wall Street Journal & KTLA News Let no one ever come to you without leaving better and happier. Be the living expression of God's kindness- Mother Teresa
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From: glenn lambdin
Sent: Sunday, January 11, 2026 6:44:29 PM
To:

Subject: [EXTERNAL] Soil testing at Monastery post fire? Dear City Manager and Council:

This weekend, I was informed by three different families expressing their concerns of potentially toxic soil at the Monastery property where the grading may soon be starting.

I told them that I would reach out and ask if soil sampling and testing has been performed throughout the property after the January fire of last year. If there has, I am requesting a complete copy of the report. If not, for the safety, confidence, and to put at ease all neighbors who could be affected, I believe the developer must be required to provide the necessary soil testing for the public’s review prior to the start of grading.

I appreciate your attention to this matter and await your response.

Best Regards,
Glenn Lambdin
(626) 825-0715
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From: Joshua Moran
To: Public Comment
Subject: [EXTERNAL] Comments for the Planning Commission re: Item 5a The Meadows Date: Thursday, January 15, 2026 3:01:03 PM
Dear Planning Commission,
Thank you for your time on this and all of the other matters you participate in.

This is Josh Moran at 665 Edgeview Drive, and my home neighbors the new development project. I have two questions regarding the project.

1. With regards to the grading that will be taking place, I know that even with the best dust mitigation, there will still be dust, and my property will be affected. I am wondering if the soil has been tested for hazardous particulates caused by the fire, as I have three elementary aged kids at home, and am concerned that the dust may be hazardous to their health.

2. There is a utility easement behind my project, which provides access to edison and flood control, and terminates at the monastery grounds. Is there ingress and egress for Edison and the city of Pasadena built into the site plan?
Have a great meeting,
Josh Moran, Former Mayor of the City.

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From: Will Serrano
To: James Carlson
Cc: PlanningCommission
Subject: [EXTERNAL] Oaks must be replaced on West Grandview Date: Friday, January 9, 2026 7:28:02 PM
Dear Mr. Carlson, Mayor and members of the Sierra Madre Planning Commission ,
I am writing to inquire about the replacement of the Oak trees that the PUSD bus took out West Grand View at Michillinda. I am thankful that it was the worst of the damage that day.

Every day, I turn on my street to see holes where there were once promising Oaks growing. I am disappointed that the PUSD bus company has been allowed to destroy Sierra Madre public property and will not replace the two oak trees they destroyed. These trees were a beautiful gift to our community.

I have inquired with neighbors, and I have found that Mr. & Mrs. Stephens, Sierra Madre residents living on Grand View Avenue, witnessed the incident. They provided video to the police when they asked neighbors for evidence along with administering first aid. The trees have not been replaced after over two years. These were protected Oaks, not weedy everyday Oaks.

The city of Sierra Madre needs to take the PUSD bus company to small claims court to replace these Oak trees. Sierra Madre needs to be proactive in getting this done to prevent others from destroying city property without consequences, like the film companies.

Who should this request be directed to if not you, Mr. Carlson? Grandview is a heavily traveled street with Alverno traffic being the most intrusive on my block. The corner looks shabby. I would like some consideration to the aesthetics of Grand View and the “village” that our city touts.

Sincerely,
Will Serrano
1 Joshua Wolf
From: Stauff, Clyde
Sent: Sunday, December 28, 2025 9:07 AM
To: Public Comment
Subject: [EXTERNAL] Meadows project
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Our house at 470 Gatewood is in close proximity to the monastery. Hard to believe the SM city council and planning commission learned nothing from the Eaton Canyon fire which burned part of the monastery and damaged adjacent houses on Sunnyside. This project was approved to placate the Catholic Church and provide building permit fees for SM public employee pensions. The neighbors get nothing except traffic, disruption, noise and dust for 3 years. The quality of life on Sunnyside and Bailey Canyon Park will be irreparably diminished and property values will fall. Obviously, your constituents were of no concern to the SM city council and planning commission..Congrats on approving this awful project.

Sent from my iPad
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From: Fred Wesley
To: Public Comment
Subject: [EXTERNAL] Public Comment - DRP 25-02
Date: Wednesday, January 14, 2026 11:49:39 AM
Section 6.2.2 of the Specific Plan states the following:
“The proposed development of the Specific Plan shall be subject to the City’s Design Review process and shall be processed concurrently with the project’s Tentative Tract Map. The Planning Commission shall review the project in its entirety and make a substantial conformance determination for the full set of architectural plans including the conceptual grading plan included in the Specific Plan. The Design Review application shall include project elevations, floorplans, a color palette, materials boards, landscape plan, park plan, and 3-D computer renderings depicting the development from various vantage points within the project site, including views form the community park and street intersections. The Planning Commission shall review the application to ensure the proposed development is consistent with, and serves to implement, the goals, policies, standards, and design guidelines of the Specific Plan. No additional plans, materials, studies, environmental review, or technical analyses shall be required except as provided in Chapters 3 and 4 of the Meadow Specific Plan or as otherwise required by law.” According to the above provisions, the application should include floor plans, elevations, and 3d renderings of the proposed dwelling units available for review by the public, but these are not included in the PDF packet posted online. Where do we find these documents? Every drawing or document available to the Commission should be available online for the public to review as well since some residents may not be able to make it to City Hall during business hours to review hard copies. The Commission should consider continuing the hearing until the public has on-line access to all the required drawings to provide sufficient time for everyone to evaluate and comment on the design issues.

Specific Comment: The packet includes exterior light fixture submittals that appear to include fixtures that project light outward. Doesn’t the City have a night sky ordinance that requires exterior lighting to be directed downward? Please condition any approval to require fixtures in conformance with night sky protection.

Thank you,
Fred Wesley
216 W. Carter Ave.

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From: C
To: PlanningCommission;
Subject: [EXTERNAL] Request for CEQA Reassessment of the Meadows Housing Project Due to Post–Eaton Fire Changed Environmental Conditions
Date: Wednesday, January 14, 2026 12:28:16 PM
Dear City of Sierra Madre; Planning Commission; Responsible and Trustee Agencies; and Interested Parties,
I am writing to formally request that the City of Sierra Madre and all responsible agencies require additional environmental review for the proposed Meadows Housing Project at Mater Dolorosa, based on materially changed environmental conditions resulting from the Eaton Fire and its aftermath.

This request is grounded in the California Environmental Quality Act (CEQA), Public Resources Code section 21166, and CEQA Guidelines sections 15162 and 15163, which mandate supplemental or subsequent environmental review when substantial changes occur in the surrounding environment that give rise to new or more severe significant impacts than those previously analyzed.

1. Substantial Change in Environmental Setting
The Eaton Fire fundamentally altered the environmental context surrounding the project site.

While the project footprint itself may not have burned, the surrounding landscape—including upland habitat, watershed conditions, wildlife movement corridors, and fire behavior patterns —has been dramatically transformed. The environmental baseline relied upon in prior CEQA documentation no longer reflects existing physical conditions, as required by CEQA.

Post-fire conditions include, but are not limited to:
- Loss of surrounding habitat and resulting concentration of wildlife within remaining unburned areas, including the project site;
- Increased ecological sensitivity of unburned refugia critical to regional habitat recovery; - Altered hydrology, erosion, and sediment transport dynamics affecting downstream biological resources;
- Heightened wildfire risk, evacuation constraints, and emergency response limitations in a Wildland-Urban Interface setting.

Under established CEQA precedent, environmental review must analyze impacts in light of actual conditions at the time of discretionary approval, not pre-disturbance conditions.

2. Increased Significance of Biological Impacts
In a post-fire landscape, the project site now functions as a biological refugium within a largely burned region. CEQA requires analysis of contextual and cumulative significance.

Impacts that may previously have been characterized as less than significant can become significant when surrounding ecological systems have been degraded or eliminated.

Disturbance, grading, lighting, noise, and human activity associated with the project now pose a materially greater risk to:
- Wildlife survival and recolonization;
- Habitat recovery processes;
- Regional biodiversity resilience.

Failure to reassess these impacts constitutes an abuse of discretion under CEQA.

3. New and More Severe Hazard-Related Impacts
Recent appellate authority confirms that wildfire risk analysis is a mandatory component of CEQA review where projects are located in or near high fire hazard areas. Post-fire fuel conditions, altered fire behavior, evacuation feasibility, and responder safety create new and more severe environmental and public safety impacts that were not, and could not have been, adequately evaluated prior to the Eaton Fire.

These impacts are environmental effects under CEQA and must be fully analyzed in a revised environmental document.

4. Legal Requirement for Supplemental or Subsequent Review California courts have consistently held that where substantial evidence demonstrates changed circumstances resulting in new or more severe impacts, a lead agency must prepare a supplemental or subsequent EIR. Reliance on outdated biological surveys, hazard modeling, or baseline assumptions is legally insufficient.

Proceeding without additional review would expose the City and responsible agencies to significant legal risk and undermine the informational and public-disclosure purposes of CEQA.

5. Requested Action
Accordingly, I respectfully request that the City of Sierra Madre and all responsible agencies:

1. Suspend further discretionary approvals for the Meadows Housing Project;

2. Require preparation of a Supplemental or Subsequent EIR addressing post-Eaton Fire conditions;

3. Reevaluate biological, hydrological, wildfire, evacuation, and cumulative impacts using a post-fire baseline;

4. Consider project alternatives, including reduced intensity or no-project alternatives, in light of the site’s heightened environmental sensitivity.

This request is made to ensure compliance with CEQA and to protect the public, environmental, and legal interests of the City and the region.

Thank you for your consideration. Please include this letter in the administrative record for the project.

Sincerely,
Christopher Wheelock
ATTACHMENT 5

CITY OF

SIERRA MADRE CITY COUNCIL

REGULAR MEETING MINUTES
Mayor Kristine Lowe | Mayor Pro Tem Gene Goss
Council Member Edward Garcia | Council Member Kelly Kriebs | Council Member Robert Parkhurst Tuesday, February 10, 2026, 5:30 P.M.

City Council Chambers, 232 W. Sierra Madre Blvd.

AMERICANS WITH DISABILITIES ACT
Pursuant to the Americans with Disabilities Act, persons with a disability who require a disability related modification or accommodation in order to participate in a meeting, including auxiliary aids or services, may request such modification or accommodation from the City Clerk at (626) 355-7135. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to assure accessibility to the meeting.

PUBLIC COMMENT & ACCESS
The Brown Act provides the public with an opportunity to make public comments at any public meeting. As an alternative, public comment may be submitted by e-mail to [email protected] by 3:00PM on the day of the meeting. Emails will be acknowledged at the City Council meeting, filed into public record, and scanned onto the City website for public review.

A copy of the posted agenda and a live video stream of the meeting can be found on the City’s website at sierramadreca.gov , on Foothills Media website at foothillsmedia.org/sierramadre, and broadcast on Government Access Channel 3 (Spectrum).

If you require special assistance to participate in this meeting, please contact the City Clerk’s Office at (626) 355-7135 at least 48 hours prior to the meeting.

CODE OF CONDUCT
The purpose of a City Council meeting is to conduct City business. Members of the public that behave in a manner that interrupts or obstructs the City Council’s ability to conduct City business may be asked to leave the meeting. Any and all demonstrations which disrupt, interrupt, or obstruct the City Council’s ability to conduct City business are prohibited. No signs, posters, or other large objects shall be brought into the Council Chambers or other meeting place if doing so would disrupt, disturb, or otherwise impede the orderly course of the meeting.

1. CALL TO ORDER
Mayor Lowe called the meeting to order at 5:31 pm.

2. PLEDGE OF ALLEGIANCE AND INSPIRATION
Council Member Garcia led the audience in the Pledge of Allegiance. Afterwards he shared the inspiring story of Women’s Olympic skier Lindsey Vonn.

3. ROLL CALL OF CITY COUNCIL MEMBERS
City Clerk Aguilar called the roll:

Kristine Lowe, Mayor
Gene Goss, Mayor Pro Tem
Edward Garcia, Council Member
Kelly Kriebs, Council Member
Robert Parkhurst, Council Member
Also Present: Michael Bruckner, City Manager
Aleks Giragosian, City Attorney
Miguel Hernandez, Assistant City Manager
Laura Aguilar, City Clerk
Leila Regan, Library Services Director
Clare Lin, Director of Planning and Community Preservation Joshua Wolf, Senior Planner
Brent Bartlett, Fire Chief
Brian Dickinson, Public Works Project Manager
Oscar Millan, IT Manager
Christian Delgado, Senior Network Administrator
Hue Quach, Finance Project Manager/Consultant

4. SUPPLEMENTAL INFORMATION FROM CITY CLERK REGARDING AGENDA ITEMS

5. REPORTS FROM MAYOR AND CITY COUNCIL (including reports from City Council related to meetings attended at City expense per AB 1234) Council Member Garcia:

Reported that the Senior Community Commission was cancelled. He had no reportable action.

Council Member Kriebs:

Reported that she attended a meeting with the Sierra Madre Chamber of Commerce.

The main topic of discussion was the upcoming Wistaria Festival.

She also reported that she attended the Council of Governments LA28 Olympic Ad-Hoc meeting.

Council Member Parkhurst:

Attended a meeting of the Clean Power Alliance (CPA) on February 5; they are celebrating their 8th anniversary. The CPA announced that renewables beat coal as the world’s largest generator of electricity.

Council Member Parkhurst announced that there will be a Household Hazardous and EWaste Round-Up at the Rosebowl Lot 1 on February 14 from 9:00 to 3:00 pm.

Mayor Pro Tem Goss:

Reported that he attended the Friends of the Library Wine Tasting Fundraiser at Baldwin Art Gallery (BAG) on Saturday.

Mayor Lowe:

Reported that she also attended the Friends of the Library Wine Tasting Fundraiser. On February 3rd Mayor Lowe attended a meeting of the Foothill Workforce Development Board. She also reported that the Planning Commission meeting was cancelled and had no reportable action. Lastly, Mayor Lowe reported that she attended a meeting of the Los Angeles County Sanitation District Board on January 28, 2026.

6. REPORTS FROM CITY STAFF
Public Works Project Manager Dickinson: provided the City Council with an update on Mountain Trail intermediate repairs, and future water main replacement and street rehabilitation.

Senior Planner Wolf: Reported out on the past events for the Meadows. Technical details on the soil will be deferred to public works.

Library Services Director Regan: Announced that the Library is closed to the public.

The online Library is available 24/7 with e-books, audiobooks, e-magazines, e-newspapers, language learning, homework help, comics/graphic novels, streaming music, streaming movies, TVs and documentaries, free with your Library card. Grand Reopening for the new Library is Saturday, June 6, 2026.

7. PRESENTATIONS
a. Presentation by Los Angeles County Sanitation District on rate increases A presentation was made by Matt Eaton, Deputy Assistant Chief Engineer of Los Angeles County Sanitation District
b. Presentation of Mayor’s Certificates to the Ad Hoc Revenue Committee Mayor Lowe presented Certificates of Recognition to:

Tom Denison, Chair
Mike Amerio
Mike Comer
Jim Kelly
Russell Mix
c. Presentation by Holly Human Resources: AI-Powered Class and Compensation for Governments
A Zoom presentation was made by Rahul Mahesh and Brendan Hellweg from Holly Human Resources.

8. PUBLIC COMMENT FOR ITEMS NOT ON THE AGENDA
Any person wishing to speak before the City Council is asked to complete a Speaker Card and provide it to the City Clerk prior to the start of the meeting. Speakers are generally limited to three (3) minutes per person and time may not be delegated; any changes to the allotted time will be announced prior to the Public Comment period. Under the Brown Act, the City Council is prohibited from discussing or taking action on any item not listed on the posted agenda.

Addressing the City Council from the audience is not permitted; all comments addressing the Council must be made from the podium, unless a physical accommodation is needed. They staff will provide a wireless microphone for public comment.

City Clerk Aguilar noted for the record that one e-mail had been received prior to the City Council meeting. That e-mail was forwarded to the City Council for consideration and uploaded onto the City’s website for transparency and public access. The e-mail was from:

Christie Kederian: regarding the proposed housing development at The Meadows at Bailey Canyon, she requested clarification and documentation regarding:
• The basis for issuing permits authorizing subsurface excavation in or near areas identified as requiring soil management
• Whether the City determined that trenching and similar disturbance could proceed prior to implementation of soil management and remediation measures • What oversight or inspection occurred during this work • How this activity is considered consistent with the consultant’s recommendations, dustcontrol requirements, and post-fire environmental safeguards Ten (10) Speaker Cards were submitted from the following members of the public:

1. Daniel J. Wood, Royal Oaks Drive Duarte: Requested assistance with an EMS invoice

2. Ron Beegle: Spoke in support of Sierra Madre Police Department

3. Susan Davis: Spoke in support of Sierra Madre Police Department

4. Marilyn Diaz: Spoke in support of Sierra Madre Police Department

5. Sharil Fukuzaki: Shared concerns about soil contamination at the Meadows.

6. Christine Kederian: raised concerns about the Meadows project and potential soil contamination.

7. Deb Sheridan, 635 Valle Vista: shared concerns about the soil at the Meadows

8. Joachim Kederian, 615 Edgeview Drive: expressed concerns with soil contamination at the Meadows as a result of the Eaton Fire.

9. Leesa Puleo, 672 W. Highland Ave.: Shared that she was recently diagnosed with cancer and other health issues and suspects they are related to the toxins from the Eaton Fire.

10. Caroline Brown, Alta Vista: shared information on conservancy land.

Seeing no one else come forward, Mayor Lowe closed public comment for items not on the agenda.

9. CONSENT CALENDAR
All matters listed under the Consent Calendar are considered to be routine and can be acted on by one vote. There will be no separate discussion of these items unless a member of the City Council requests that a specific item be removed from the Consent Calendar for separate discussion and action.

City Clerk Aguilar presented the following reports:
a. Regular Meeting Minutes of January 27, 2026
CEQA: Not a Project
Recommended Action: Approve
b. Resolution No. 26-11 Approving Certain Demands for Payment CEQA: Not a Project
Recommended Action: Adopt
c. Resolution No. 26-12 Authorizing the Application for Grant Funds for the San Gabriel and Lower Los Angeles Rivers and Mountains Conservancy’s Wildfire Prevention Program for the Sierra Madre Community Wildfire Prevention and Restoration Plan
CEQA: Not a Project
Recommended Action: Adopt
d. Second Reading of Ordinance No. 1489 Amending Chapter 10.52 (Parking Prohibitions on Yellow and Red Flag Alert Days) of Title 10 (Vehicles and Traffic) of the Sierra Madre Municipal Code
CEQA: Not a Project
Recommended Action: Adopt
e. Scheduling of a Public Hearing on February 24, 2026 for an Appeal of the Planning Commission’s Decision to Approve a Design Review Permit (DRP 25-02) for The Meadows at Bailey Canyon Project
CEQA: Not a Project
Recommended Action: Approve
The City Council asked questions for clarification on Consent Item D and E. Chief Bartlett clarified that Sierra Court is a private street.

Additionally, City Attorney Giragosian confirmed that a Public Hearing is required for an appeal.

For the record, Council Member Garcia submitted an amendment to the City Council meeting minutes, noting that Council Member Parkhurst reported on the Natural Resources Commission, not him.

Mayor Lowe opened the podium for public comment. City Clerk Aguilar noted for the record that no e-mails had been received prior to the City Council meeting. One Speaker Card was submitted from the following member of the public:

Caroline Brown, Alta Vista: Spoke on Consent Item C
Seeing no one else come forward, Mayor Lowe closed Public Comment and brought the matter back to the City Council.

Mayor Lowe asked the Council for a motion.

Council Member Kriebs made a motion to approve Consent A-E.

Council Member Parkhurst seconded the motion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

Abstain: None.

Consent Items A-E were approved by unanimous voice vote.

10. DISCUSSION ITEMS
a. Presentation by Uber Transit for Citywide On Demand Transportation Services CEQA: Not a Project
Recommended Action: Provide Direction
The presentation was made by Matthew Di Taranto from Uber Transit Agency.

Mayor Lowe opened the podium for public comment. City Clerk Aguilar noted for the record that no public comment e-mails had been received for this discussion item.

John Lloyd, East Laurel Ave: requested clarification. Will the Uber service be a supplement to a round about service?
Max Romero: Recommends the City Council receive and file staff’s report and allow the Transportation Sub-Committee to re-issue an RFP for community transportation options.

Seeing no one else come forward, Mayor Lowe closed Public Comment and brought the matter back to the City Council.

Mayor Lowe asked the Council for a motion.

Council Member Kriebs made a motion to instruct the Transportation Sub-Committee to consider the Uber Program as a pilot program, as a stop gap, until we have a long-term solution, prioritizing simplicity and speed, and considering the parameters, including locations and eligibility.

Council Member Parkhurst seconded the motion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

Abstain: None.

The motion was passed by unanimous voice vote.
8:25 pm – Mayor Lowe called for a brief recess
8:37 pm – The City Council reconvened their meeting.
b. Resolution No. 26-13 Adopting Midyear Adjustments to the Fiscal Year 2025- 2026 Budget and Appropriating the Amounts Projected Therein and Report, Discussion, and Direction on Fiscal Year 2026-27 Budget Strategy and Related Policy Direction
CEQA: Not a Project
Recommended Action: Adopt
The report was presented by City Manager Bruckner.

Mayor Lowe opened the podium for public comment. City Clerk Aguilar noted for the record that one e-mail had been received prior to the City Council meeting from:

Catherine Adde: recommend that the Library Director's compensation be not deferred until July 1st, rather be remedied as soon as possible.

One Speaker Card was submitted from the following member of the public:

Diane Sands: Recommended approval of a salary increase for the Library Director.

Seeing no one else come forward, Mayor Lowe closed Public Comment and brought the matter back to the City Council.

Mayor Lowe asked the Council for a motion.

Council Member Parkhurst made a motion to adopt Resolution 26-13 adopting mid-year budget adjustments, adding $100,000 to fund transportation and mobility from Prop A funds.

Mayor Pro Tem Goss seconded the motion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

Abstain: None.

The motion passed by unanimous voice vote.

The City Council moved their discussion to executive compensation. The City Council directed staff to prepare a salary comparison with cities that are more similar to Sierra Madre, using Holly AI software. City Manager Bruckner will prepare a list of cities and provide to the City Council for consideration.

Mayor Lowe requested data for implementing a BLS program. c. First Reading of Ordinance No. 1490 Amending Section 3.08.040 of the Sierra Madre Municipal Code Related to Purchasing for Non-Public Projects CEQA: Not a Project
Recommended Action: Approve
City Attorney Giragosian presented the report.

Mayor Lowe opened the podium for public comment. City Clerk Aguilar noted for the record that no e-mails were received for this discussion item.

Seeing no one come forward, Mayor Lowe closed Public Comment and brought the matter back to the City Council.

Mayor Lowe asked the Council for a motion.

Council Member Kriebs made a motion to amend Ordinance 1490 to increase competitive pricing threshold to $25,000, and raise the Department Head limit to $10,000.

Council Member Parkhurst seconded the motion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

Abstain: None.

The motion was passed by unanimous voice vote.

Noting the time, Mayor Lowe requested the remaining discussion items be continued to the next City Council meeting.
d. Report, Discussion, and Direction on Potential Economic Development Programs CEQA: Not a Project
Recommended Action: Receive and File

11. ITEMS FOR FUTURE AGENDAS
None presented.

12. ADJOURNMENT
Mayor Lowe asked the Council for a motion to adjourn
Mayor Pro Tem Goss made a motion to adjourn.

Council Member Garcia seconded the motion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

Abstain: None.

The City Council adjourned their meeting at 12:02 am to its next regular meeting on Tuesday, February 24, 2026.

CITY OF

SIERRA MADRE STAFF REPORT

FINANCE
DATE: February 24, 2026
TO: Honorable Mayor and City Council
FROM: Michael Bruckner, City Manager
SUBJECT: Resolution No. 26-15 Approval of Warrants for Payment

RECOMMENDATION
It is recommended that the City Council adopt Resolution No. 26-15 and approve payment for the following:

1. Outstanding Obligated City Warrants: $473,235.55

2. Outstanding Obligated Sierra Madre Library Warrants: $405,102.67

3. Payroll Transfer: $560,157.46

SUMMARY
The City Council is requested to ratify warrants and approve checks issued for payment, as certified by the Director of Finance. These payments have been reviewed for compliance with the City’s approved budget, financial policies, and authorized spending limits. Ratification by the City Council formally authorizes the disbursement of public funds, ensuring transparency, accountability, and adherence to sound fiscal management practices.

DISCUSSION & ANALYSIS
The Warrant Register provides an aggregated breakdown of the warrants, including descriptions (e.g. categories of payments), amounts, and corresponding fiscal year allocations. Note that the last page serves as a reference document to support the warrant approvals requested in this report, ensuring transparency and accountability in financial transactions. The attachment includes details on general warrants, utility bills, library warrants, and payroll transfers.

The Check Approval Register provides a comprehensive record of financial disbursements by the City of Sierra Madre, detailing payment transactions, vendor information, and check dates to ensure transparency and accountability. Additionally, the Payroll Summary Register outlines payroll disbursements, including total earnings, employer expenses, and overall payroll costs for Resolution No. 26-15 Approving Warrants for Payment
February 24, 2026

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Sierra Madre City CouncilFebruary 24, 2026

Sierra Madre City Council
February 24, 2026