SHEET KEY MAP
LANDSCAPE CONSTRUCTION PLANS
FOR THE
L-L.U1, L-3.U1
PANORAMA PROMENADE SLOPE
SIGNAL HILL CA. 90755
L-L.U3, L-3.U3 CITY OF SIGNAL HILL
ABBREVIATIONS: SHEET INDEX:
NO. SHEET TITLE
ASPHALTIC CONCRETE
L-0.00 TITLE SHEET
L-1.01 DEMOLITION PLAN 1
L-1.02 DEMOLITION PLAN 2
L-1.03 DEMOLITION PLAN 3
RIGATION CONTROL BOX L-2.01 IRRIGATION PLAN 1
L-2.02 IRRIGATION PLAN 2
L-2.03 IRRIGATION PLAN 3
L-2.04 IRRIGATION DETAILS 1
L-2.05 IRRIGATION DETAILS 2
TE MASONRY UNIT
10 L-2.06 IRRIGATION CONTROLLER CHARTS
11 L-3.01 PLANTING PLAN 1
12 L-3.02 PLANTING PLAN 2
VICINITY MAP: L-3.03 PLANTING PLAN 3
14 L-3.04 PLANTING DETAILS
UYPRAIOLET RADIATION 15 L-3.05 AGRONOMICAL SOILS REPORT 1 VERTICAL 16 L-3.06 AGRONOMICAL SOILS REPORT 2
WITHOUT L-3.07 AGRONOMICAL SOILS REPORT 3
17 WATER PRESSURE COMPENSATING
NUMBER QUANTITY 18 L-4.01 IRRIGATION SPECIFICATIONS
19 L-4.02 PLANTING SPECIFICAITONS
ARRREVIATION NOTES:
PROJECT LOCATION E.W.W.M. ELECTRIC WELDED WIRE MES
WSONAL #00 TO PEN OWNTHOR
SKYLINE DR.
E STEARNS ST. FOUSH SURFACE
SALV SALVANIZED
CITY: LANDSCAPE ARCHITECT: SURVEY ENGINEER: APPROVALS: JOB NUMBER:
ARCHITERRA DESIGN GROUP MADOLE & ASSOCIATES ADC# 2424
ONTACT: PATRICK KELLE
CONTACT: AARON ODLAND^ CONTACT: MARK BERTONE
SUBMITTALS: ERRORS AND OMISSIONS:
FIRST SUBMITTAL: 09/13/2024 (CITY/CLIENT REVIEW)
SECOND SUBMITTAL: 10/25/2024 (BID SET)
THIRD SUBMITTAL: 11/20/2024 (BID ADDENDUM NO.2) T
FOURTH SUBMITTAL:"
LATE OF CAT PRAY
what now
Know ah be be or dia CUCH 0 20A9730
ANG PRO.IFCT NO 2424
SCAL F• AS SHOWN I DATE SHEET
REVISIONS REFERENCES
DREADED INNED THE CLDERVCION AD 11-20-2024
PANORAMA PROMENADE SLOPE L-0.00
DESIGNED BY AO/LV
TITLE SHEET
1 OF 19 SHEPTS
APPROVED CITY OF SIGNAL HILL
PI AN NUMER
LIMIT OF WORK
MATCH LINE 'A' - SEE SHEET L-1.02
LIMIT OF WORK
- BOTTOM OF SLOPE
DEMOLITION LEGEND:
DEMOLITION CALLOUTS:
H STAPLED JUTE EROSION CONTROL BLANKET. REF E&F/L-3.04 FOR.
RIEND EILL ENCES. COVER AREA WITH STAPIEN.ILITE EROSION CONTROIRI ANKE REF E&F/ L-3.04 FOR JUTE
BLANAE. KEr Ear/ L0.04 rUR JUIE.
ABANDON EXISTING FOOT PATH.
INSTALL FIBER ROLL AT TOP OF SLOPE, ENTIRE LENGTH. REF DETAIL DIL-3.04.
EXISTING EUCALYPTUS TREE TO REMAIN, PROTECT IN PLACE.
EXISTING ELM TREE TO REMAIN. PROTECT IN PLACE
EXISTING YUCCA TO REMAIN, PROTECT IN PLACE.
EXISTING VALVE TO REMAIN, PROTECT IN PLACE
PANORAMA DR EXISTING PIPE TO REMAIN, PROTECT IN PLACE.
DEMOLITION NOTES: GRADING NOTES: EXISTING FENCE TO REMAIN, PROTECT IN PLACB
EXISTING GUARDRAIL TO REMAIN PROTECT IN PI ACE
AND ANY SPECIAL REQUIREMENTS OF THE GRADING PERMIT. (E8) EXISTING OIL DERRICK TO REMAIN, PROTECT IN PLACE. <E9) EXISTING GATE TO REMAIN, PROTECT IN PLACE
AND SHALL HAVE MINIMUM 90% COMPACTON OUT TO IHEIR FINIS EXISTING LIGHT TO REMAIN, PROTECT IN PLACE.
EXISTING WOOD RETAINING WALL TO REMAIN, PROTECT IN PLACE.
S WITH A 1% MINIMUM FALL. PLANTED AREAS SHALL HAVE A
FXISTING TREF TO REMAIN PROTECT IN PI ACE
FINISH GRADE SHALL BE ONE INCH BELOW FINISH SURFACE OR EXISTING ACCESS ROAD TO REMAIN, PROTECT IN PLACE.
SINA KKKAUK KAVR AKRANSHUWNGIHEKVVNA
THE CONTRACTOR IS TO SUBMIT PHOTOGRAPHS OR VIDEOTAPE, SUFFICIENTLY EXISTING CONCRETE PAD TO REMAIN, PROTECT IN PLACE.
CLEARING NOTES: E15 EXISTING SEATING AREA TO REMAIN, PROTECT IN PLACE.
EXISTING STORM DRAIN INLET (APPROXIMATE LOCATION),
ALL AREAS ARE TO BE FREE OF ROCK, DEBRIS, ETC. ALL EXISTING PROTECT IN PLACE VEGETATIVE GROWTH OF WEEDS SHALL BE REMOVED.
ACOCA NO CLEARY FLAG AL TRES AND VEGETATION TO REMMN OR BE HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING MATERIAL.
PROTECTION NOTES: SHRUBS AND GROUNDCOVER PLANTS THAT ARE SCHEDULED
SITE KEY
AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS.
PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITY
EXPOSED ROOTS OF EXISTING TREES TO REMAIN THAT ARE
LIMIT OF WORK DIRT AND DEBRIS TRACKED ONTO EXISTING STREETS SHALL BE
REMOVED FROM STREETS ON DAILY BASIS AND AT COMPLETION OF RP PRUNING TOOLS AND NOT PRIOR TO STARTING ANY EXCAVATION WORK.
E WASTE MATERNLNN SO TRASH AND DERRIS AF
REFER TO LANDSCAPE PLANTING SPECIFICATIONS. SHEET
LIMIT OF WORK OF CONSTRUCTION OPERATIONS.
811 PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE THIS SHEET
DAWSON FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.01 LATE OF CAT POTRETY AVE Know what's below. FOR CORR-SPONDING PANTING PAN S-E SHF-TI_201 SCALE: 1" = 20' Call before you dig. CUCMH A0 720A 91730
ANG PRO.IFCT NO 2424
SCAL F. AS SHOWN DATE SHEFT
REVISIONS REFERENCES
DREDADEN INNED THE CUDEDVICION OE 1-20-2024
PANORAMA PROMENADE SLOPE L-1.01
DEMOLITION PLAN 1
2 OF 19 SHEFTS
CITY OF SIGNAL HILL
LIMIT OF WORK
PANORAMA DR
- BOTTOM OF SLOP
MATCH LINE 'A' - SEE SHEET L-1.01
LIMIT OF
LIMIT OF WORK FrOM
DEMOLITION LEGEND:
DEMOLITION CALLOUTS:
LIMIT OF WORK - SEE SHEET L-1.03
TH STAPLED JUTE EROSION CONTROL BLANKET. REF E&F/ L-3.04 FOR JU bacondom
RE ELSE OUTER AREA ITH STAPLED UTE EROSION CONTROL BLANKET.
SMOOTH ROUGH SOIL AREA: COVER AREA WITH STAPLED JUTE EROSION CONTR BLANKET. REF E&F/ L3.04 FOR JUTE
MATCH LINE B'
MITH STAPLED JUTE EROSION CONTROL BLANKET. REF E&F/ L-3.04 FOR JUTE. - - - 6> (INSTALL FIBER ROLL AT TOP OF SLOPE, ENTIRE LENGTH. REF DETAIL DIL-3.04 EXISTING TO REMAIN:
SEXISTING EUCALYPTUS TREE TO REMAIN, PROTECT IN PLACE
EXISTING ELM TREE TO REMAIN, PROTECT IN PLACE.
EXISTING YUCCA TO REMAIN, PROTECT IN PLACE.
EXISTING VALVE TO REMAIN, PROTECT IN PLACE.
EXISTING PIPE TO REMAIN. PROTECT IN PLACE
EXISTING FENCE TO REMAIN, PROTECT IN PLACE.
EXISTING GUARDRAIL TO REMAIN. PROTECT IN PLACE
EXISTING OIL DERRICK TO REMAIN, PROTECT IN PLACE.
EXISTING GATE TO REMAIN, PROTECT IN PLACE.
EXISTING LIGHT TO REMAIN PROTECT IN PLACE SITE KEY
EXISTING WOOD RETAINING WALL TO REMAIN, PROTECT IN PLACE.
EXISTING TREE TO REMAIN PROTECT IN PLACE
EXISTING ACCESS ROAD TO REMAIN, PROTECT IN PLACE.
EXISTING CONCRETE PAD TO REMAIN, PROTECT IN PLACE.
EYISTING SEATING AREA TO REMAIN PROTECT IN PIACE
L-L.UZ, L-3.U2
EXISTING STORM DRAIN INLET (APPROXIMATE LOCATION).
ODATCATIDIANO
81 PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS. SEE SHEET L-1.01
FOR CORRESPONDING IRRIATION PLAN SEE SHEET L-2.02 LATE OF CAT PARTY Know what's below. FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.02 SCALE: 1" = 20' Call before you dig.
ANG PRO.IFCT NO 2424
SCALE• AS SHOWN I SHEET
REVISIONS REFERENCES
DREADED INNED THE CUDEDVICION DE
PANORAMA PROMENADE SLOPE L-1.02
BID ADDENDUM NO 2
DESIGNED BY AO/LV
DEMOLITION PLAN 2
3 OF 19 SHEETS
APPROVED - CITY OF SIGNAL HILL
CITY ENGINEER
MATCH LINE 'B'
SEE SHEET L-1.02 DEMOLITION LEGEND:
LIMIT OF WORK DEMOLITION CALLOUT:
= 1 INSTALLFIL SOILINERODED AREA: COMPACT INA" UFTS: COVERA TH STAPLED JUTE EROSION CONTROL BLANKET. REF E&F/ L-3.04 FOR JUT ND FILL EDGES: COVER AREA WITH STAPLED JUTE EROSION CONTROL BLAN E&F/ L-3.04 FOR J
LIMIT OF WORK
TOP OF SLOPE - BOTTOM OF SLOPP
309(3 SLAVE RES LA ROTE AREA WITH STARTED UTE EROSION CONTROL ABANDON EXISTING FOOT PATH.
--- 6) INSTAL BER ROLATOP OF SLOPE ENTIRE LENGTH REF DETAL L 3C.
EXISTING TO REMAIN
E1) EXISTING EUCALYPTUS TREE TO REMAIN. PROTECT IN PLACE.
EXISTING ELM TREE TO REMAIN, PROTECT IN PLACE.
EXISTING YUCCA TO REMAIN, PROTECT IN PLACE
EXISTING VALVE TO REMAIN. PROTECT IN PLACE
EXISTING PIPE TO REMAIN, PROTECT IN PLACE
EXISTING FENCE TO REMAIN. PROTECT IN PLACE
EXISTING GUARDRAIL TO REMAIN, PROTECT IN PLACE.
EXISTING OIL DERRICK TO REMAIN, PROTECT IN PLACE
EXISTING GATE TO REMAIN PROTECT IN PIACE
• *
EXISTING LIGHI TO REMAIN, PROTECT IN PLACE
ET) EXISTING WOOD RETAINING WALL TO REMAIN, PROTECT IN PLACE EXISTING TREE TO REMAIN, PROTECT IN PLACE.
EXISTING ACCESS ROAD TO REMAIN, PROTECT IN PLACE
EXISTING CONCRETE PAD TO REMAIN PROTECT IN PIACE
E15) EXISTING SEATING AREA TO REMAIN, PROTECT IN PLACE
XISTING STORM DRAIN INLET (APPROXIMATE LOCATION
PANORAMA DR MATCH LINE C'- SEE THIS SHEET
(T) ISTING 10" WATER LINE (APPROXIMATE LOCATIO
ROTECT IN PLACE: CONNECTION POINT FOR IRRIGATIO
LIMIT OF WORK
BOTTOM OF SLOPE
- TOP OF SLOPE
LIMIT OF WORK
LIMIT OF WORK
PANORAMA DR
NTOP OF SI OPP
LIMIT OF WORK LIMIT OF WORK
SITE KEY
BOTTOM OF SLOPE -
- TOP OF SLOPE.
SEE SHEETS L-1.03
L-L.03. L-3.03
...... MATCH LINE 'C'- SEE THIS SHEET
LIMIT OF WORK
PLAN CROSS REFERENCES:
FOR NOTES AND LEGENDS, SEE SHEET L-1.01
what's below. FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.03 Know al before you dig. FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.03 SCALE: 1" = 20' • 230 ANG PRO.IFCT NO 2424
SCAL F. AS SHOWN DATE SHEET
REVISIONS REFERENCES
DREADED INNED THE CUDEDVICION DE 1-20-202
PANORAMA PROMENADE SLOPE L-1.03
DEMOLITION PLAN 3
4 OF 19 SHEETS
CITY OF SIGNAL HILL
IRRIGATION NOTES:
TANS SITE ICEA C AI RE AS VFE ON MITH PAVED ARAS ARE FOR DESON CARCATON ONLY LIMIT OF WORK TamIn 775
QUALITY CONTROL OBSERVATIO
CLEAN-UP ON A DAILY BASIS
IRRIGATION LEGEND:
108687%
MODEL # DESCRIPTION RADIUS PS DETAIL REFERENCE
AMTO WORK
SEt DETAIL A, SHEE! L-2.U5.
VALVE PER SHRUB.
MODEL# DESCRIPTION DETAIL REFERENCE
NEW 1 WATER MEIER BY VIRERS. COURDINAIE W/ CITY
FLUSH VALVE NOTE і діо тї та 9 99
LF-825YA 1" BACKFLOW PREVENTER w/ STRONGBOX ENCLOSURE SEE DETAIL A. SHEET L-2.04. HAM C AN AT CRTS ANN WS END QE C ATERA MY 1' MASTER VALVE NORMALLY CLOSED IN VALVE BOX SEE DETAIL B, SHEET L-2.04.
FS1008 1* BRASS FLOW SENSOR FOR FLOWS 2 TO 40 GPM. SEE DETAIL C, SHEET L-2.04 # X8 T.585-70 LINE SIZED BRONZE FULL PORT BALL VALVE IN VALVE BOX SEE DETAIL D. SHEET L-2.04. 8722 ARITY ONLY. CONTRACTOR IO FIELD VERIFY LOCATIONS AND PLACE PER SCHEDULE 40 1/2 MANUAL FLUSH VALVE IN VALVE BUX SEE DETAIL G, SHEET L-2.04.
XCZ-100-PRB DRIP KIT w/ 1" BALL VALVE AND 1" PESB VALVE IN VALVE BOX SEE DETAIL F. SHEET L-2.04.
RAINBIRD 44-LRC 1" POTABLE QUICK COUPLER VALVE IN ROUND VALVE BOX. SEE DETAIL E, SHEET L.2.04.
WEATHERTRAC ET PRO 3 ICA6-HP3-12/SP/HP3SP-5/RSE/IFS-100C 120V. FOR ORDERING CONTACT DARYL GREEN SEE DETAIL D. SHEET L-2.05. -- F co
SITEONE 290 SERIES SOLAR PANEL ASSEMBLY AND BATTERY PACK SEE DETAIL E, SHEET L-2.05.
RAINBIRD WR248 INSTALL RAIN SENSOR ON SIDE OF CONTROLLER ENCLOSURE IN VANDAL RESISTANI SEE DETAIL C. SHEET L-2.05.
SPEARS S1520-07 IRRIGATION CHECK VALVE. SWING CHECK
- APPROVED SCH. 40 PVC MAINLINE SIZED AS SHOWN. MINIMUM COVER OF 18" SEE DETAL B SHEET L205. A
APPROVED LATERAL LINE SIZED AS SHOWN (MINIMUM OF 314), ON GRADE. SEE DETAIL H SHEET L-204.
SCH A RUC PANORAMA DR
SCH. 40 PVC MAINLINE & LATERAL SLEEVE. SIZED AS REQUIRED, UNLESS OTHERWISE NOTED SEE DETAIL B. SHEET L-2.05. --7-
RAIN SENSO
SCH. 40 PVC WIRE SLEVE, SIZE AS REQUIKED, UNLESS OTHERWISE NOTED. SEE DETAIL B, SHEET L-2.05 ®
- CONTROLLER
• SOLAR ASSEMBLY AND
ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE MAINLINE — BATTERY PACK
IRRIGATION DESIGN PIAN FLOW SENSOR
GATE VALVE - VALVE CALLOUT CHART:
MASTER VALVE NORMALL
SLEEVING NOTE: CONTROLLER 'C':
ALL RIGATION MAINLNES, LATERALS, AND WIRES INSTALLED UNDER HARDSCAPE OR - TYPE 'K' PLANT SIZE GPM HZ SF GATE VALVE - •M-Z M
MAINI INE -
POINT TO POINT
NOTE:
REFER TO IRRIGATION EGEND FOR CONTROI VAI VE MANUFACTURER MODEI NUMBER
KHANBAN ANERS-NH
POINT OF CONNECTION
ENLARGEMENT SITE KEY
POINT OF CONNECTION NOTE:
XTEND NEW TYPE 'K COPPER PIPE (OR AS
LIMIT OF WORK -----#-
LIMIT OF WORK
VALVE SIZING KEY: PLAN CROSS REFERENCES:
PE SIZING CHART:
SCHEDULE 40 PVC FOR NOTES AND LEGENDS, SEE THIS SHEET
- VALVE NUMBER
POINT OF CONNECTION NOTE: FOR IRRIGATION DETAILS, SEE SHEET L-2.04, L-2.05 VALVE SIZE FOR IRRIGATION CAI CULATIONS SEE SHEFTI_2 Of FOR IRRIGATION SPECIFICATIONS. SEE SHEET L-2.07
31.50 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.01 LATE OF CAT P TETY i DAWSON
SCALE: 1" = 20'
THIS SYSTEM IS DESIGNED TO USE WATER FROM A POTABLE WATER SOURCE CUCAMO) NIA 91730 AVE
ANG PRO.IFCT NO 2424
SCAL F AS SHOWN DATE SHEET
REVISIONS REFERENCES
OREDADEN LINNED THE CDERVCION OE 11-20-2024
PANORAMA PROMENADE SLOPE L-2.01
RIGATION PLAN 1
5 OF 19 SHEETS
CITY OF SIGNAL HILL
SLEEVING NOTE:
SLEEVES TO BE 2' DIAMETER MINIMUM. MAINLINE AND LATERAL LINE SLEEVES TO BE
PLUSH VALVE NOID
IRRIGATION NOTE:
SUAL CORITY ONLY CONTRACTOR TO FIELD VERIFY LOCATIONS AND PLACE PER
LIMIT OF WORK
797 -$--
12900
PANORAMA DR
+ 2007
MATCH LINE 'A' - SEE SHEET L-2.01
---* LIMIT OF WORK
LIMIT OF WORK. IRRIGATION LEGEND: VALVE CALLOUT CHART:
SHAND EMERS CONTROLLER CLAT
MANUF MODEL # DESCRIPTION RADIUS PS DETAIL REFERENCE
SIZE GPM HZ SF
GPSTCV2 TALL (2) THREADED EMITTERS WITH CHEC SEE DETAIL A, SHEET L-2.05.
LIMIT OF WORK tandon ama
MANUF MODEL# DESCRIPTION DETAIL REFERENCE
REFER TO IRRIGATION LEGEND FOR CONTROL VAIVE MANUFACTURER MODEL NUMBER I MATCH LINE B - SEE SHEET L-2.03 NEW 1" WATER METER BY OTHERS. COORDINATE W/ CITY.
FEBCO LF-825Y 1" BACKFLOW PREVENTER w/ STRONGBOX ENCLOSURE SEE DETAIL A. SHEET L-2.04.
SUPERIOR 1" MASTER VALVE. NORMALLY CLOSED IN VALVE BOX. SEE DETAIL B, SHEET L-2.04.
RAINBIRD FS100B 1' BRASS FLOW SENSOR FOR FLOWS 2 TO 40 GPM. SEE DETAIL C. SHEET L-2.04.
NIBCO LINE SIZED BRONZE FULL PORT BALL VALVE IN VALVE BOX. SFF DETAIL D. SHEET L-2.04 SPEARS SEE DETAIL G, SHEET L.2.04.
RAINBIRD XCZ-100-PRB DRIP KIT w/ 1" BALL VALVE AND 1" PESB VALVE IN VALVE BOX SEE DETAIL F. SHEET L-2.04. 4-LRC
WEATHERTRAC ET PRO 3 ICA6-HP3-12/SP/HP3SP-5/RSE/|FS-100C 120V. FOR ORDERING CONTACT DARYL GREEN W IMPERIAL TECHNICAL SERVICES Al [email protected]
SITEONE 250 SERIES SOLAR PANEL ASSEMBLY AND BATTERY PACK.
RAINBIRD WR2-48 INSTALL RAIN SENSOR ON SIDE OF CONTROLLER ENCLOSURE IN VANDAL RESISTAN' SEE DETAIL C. SHEET L-2.04 ENCLOSURE.
SPEARS S1520-07
CAHON CHACK AWN HAK
- APPROVED SCH. 40 PVC MAINLINE SIZED AS SHOWN. MINIMUM COVER OF 18° SEE DEAL 205N
SCH. 40 PVC LATERAL LINE SIZED AS SHOWN (MINIMUM OF 34), ON GRADE. SEE DETAIL H SHEET L-2.04.
SCH 40 PVC AIN| INF & | ATRAI SI FFVE SIZED AS RFOUIRED UNI ESS OTHERWISE NOTI
FE SI FEVING NOT SITE KEY
SCH. 40 PVC
VALVE SIZING KEY: PLAN CROSS REFERENCES:
PIPE SIZING CHART:
SCHEDULE 40 PVC - VALVE NUMBER FOR NOTES AND LEGENDS, SEE SHEET L-2.01 FOR IRRIGATION DETAILS, SEE SHEET L-2.04, L-2.05
VALVE SIZE FOR IRRIGATION CALCULATIONS, SEE SHEET L-2.06 FOR IRRIGATION SPECIFICATIONS. SEE SHEET L-2.07 20'
FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.02 LATE OF CAT PARTY SCALE: 1" = 20'
THIS SYSTEM IS DESIGNED TO USE WATER FROM A POTABLE WATER SOURCE ADG PROJECT NO. 2424
SCAL F. AS SHOWN DATI SHEET
REVISIONS REFERENCES
DREADED INNED THE CLDEDVICION AD 11-20-2024
PANORAMA PROMENADE SLOPE L-2.02
IRRIGATION PLAN 2 6 OF 10 SHEETS
CITY OF SIGNAL HILL
PIAN NUMER
MATCH LINE SEE SHEET L-2.02 LIMIT OF WORK
IRRIGATION LEGEND: VALVE CALLOUT CHART:
FLUSH VALVE NOTE: BREAD EATER MANUF
MODEL # DESCRIPTION RADIUS PsI DETAIL REFERENCE
FLUSH VALVES TO BE INSTALLED AT FURTHEST AND LOWEST END OF EACH LATERAL SIZE GPM HZ SF LIMIT OF WORK SEE DETAILA, SHEET L-2.05.
GPSICVZ WAVE PER SHREDED EMITERS WITH HECK 20
MANUF. MODEL * DESCRIPTION DETAIL REFERENCE AND DESCRIPION ON LEGEND FOR CONTROL VALVE MANUFACTURER, MODEL NUMER, NEW 1" WATER METER BY OTHERS. COORDINATE w/ CITY
FEBCO LF-825YA 1" BACKFLOW PREVENTER w/ STRONGBOX ENCLOSURE SEE DETAIL A. SHEET L-2.04
IRRIGATION NOTE
1° MASTER VALVE NORMALLY CLOSED IN VALVE BOX. SEE DETAIL B, SHEET L-204.
RAINBIRI FS100B 1° BRASS FLOW SENSOR FOR FLOWS 2 TO 40 GPM SEE DETAIL C. SHEET L-2.04 LINE SIZED BRONZE FULL PORT BALL VALVE IN VALVE BOX. SEE DETAIL D, SHEET L-2.04.
SPEARS SCHEDULE 40 1/2" MANUAL FLUSH VALVE IN VALVE BOX SEE DETAIL G, SHEET L-2.04 RAINBIRD XCZ-100-PRB DRIP KIT w/ 1" BALL VALVE AND 1" PESB VALVE IN VALVE BOX SEE DETAIL F. SHEET L-2.04 RAINBIR! 44-LRO 1 POTABLE QUICK COUPLER VALVE IN ROUND VALVE BOX. SEE DETAIL E, SHEET L-2.04 -HP3-12/SP/HP3SP_5/RSE/|FS-100C 120V, FOR ORDERING CONTACT DARYL GR SEE DETAIL D. SHEET L-2.05 SITEONE 250 SERIES SOLAR PANEL ASSEMBLY AND BATTERY PACK SEE DETAIL E, SHEET L-2.05 RAINBIRD WR2-48 INSTALL RAIN SENSOR ON SIDE OF CONTROLLER ENCLOSURE IN VANDAL RESISTANT SEE DETAIL C. SHEET L-2.05 ENCLOSURE.
SPEARS S1520-07 IRRIGATION CHECK VALVE. SWING CHECK.
- APPROVED SCH 40 PVC MAINI INE SIZED AS SHOWN MINIMUM COVER OF 18% SEE DETAL SHET 206 SEE A SEE 205 A
APPROVED LATERAL LINE SIZED AS SHOWN (MINIMUM OF 3/4"), ON GRADE SCH 40 PVC
APPROVED SCH 40 PVC AINLINE & LATERAL SLEEVE, SIZED AS REQUIRED, UNLESS OTHERWISE NOTE SEE DETAIL B SHEET L-2.05 APPROVED SCH. 40 PVO WIRE SLEEVE, SIZE AS REQUIRED, UNLESS OTHERWISE NOTED SEE DETAIL B. SHEET L-2.05
PANORAMA DR - SEE THIS SHEET
MATCH LINE LIMIT OF WORK
LIMIT OF WORK
SLEEVING NOTE: LIMIT OF WORK
700
PANORAMA DR
LIMIT OF WORK LIMIT OF WORK
SITE KEY
E THIS SHEET THIS SHEET
SEE SHEETS L-1.03
L-L.03. L-3.03
LIMIT OF WORK VALVE SIZING KEY: PLAN CROSS REFERENCES:
SCHEDULE 40 PVC - VALVE NUMBER FOR NOTES AND LEGENDS, SEE SHEET L-2.01 MATCH 0-8 GPM FOR IRRIGATION DETAILS, SEE SHEET L-2.04, L-2.05 - VALVE SIZE FOR IRRIGATION CALCULATIONS, SEE SHEET L-2.06 FOR IRRIGATION SPECIFICATIONS. SEE SHEET L-2.07
FOR CORRESPONDING PLANTING PLAN SEE SHEET L-3.03
THIS SYSTEM IS DESIGNED TO USE WATER FROM A POTABLE WATER SOURCE SCALE: 1" = 20' ANG PRO.IFCT NO 2424
SCAL F AS SHOWN DATE SHEET
REVISIONS REFERENCES
DREADED INNED THE CUDEDVICION DE 11-20-2024
PANORAMA PROMENADE SLOPE L-2.03
IRRIGATION PLAN 3 7 OF 19 SHEETS
CITY OF SIGNAL HILL
PI AN NUMER
LEGEND:
LEGEND
10" ROUND PLASTIC VALVE BOX &
CAST BRONZE WYE STRANER WITH 100 MESH
E0400 EASE GAME ROGUIN
REVENTER (LF825YA) ASSEMBLY
SCH. 80 PVC THREADED UNION.
XIE WIDE × 315 LONG CONCRETE
ATPLAN VIEW FACTURER). SLOPE TO DRAIN AT TOP VIEW
CONCRETE PAOUIRED FOR PIPE THROUGH
1) PLACES.
SECTION
LONER OM TYPICAL 2 PLACES. LEGEND:
LEGEND: NOtES.
90% COMPACTED NATIVE
DUCES 4514 EL PICAL, SO ENT MELO SURASHED GRAVEL ROCKE
NOTES: CHARACTER TEXT HEN
CHAERPROOF MADERY 6 SPICEKT WIRE
I REOURSPECFICATIONS 2' LENGTH COLED 1 E
C MALANT RENOTE CONTRIL VAVES.. SEROSED ORHAND
INT WITH SHRUBS WHENEVER
FROM WATER
SOURCE TO METER FLOW LECTIC FITTINGS ARE REQUIRED FOR
AZ SECTION VIEW
BACKFLOW PREVENTOR LF825YA MASTER VALVE FLOW SENSOR BALL VALVE 2" SIZE AND SMALLER
FERENCE NUMB SCALE ENCE NUMBER
10 O.C. MAX
LEGEND:
NOTES:
LEGEND: STANDARD MULCH DEPTH. LEGEND:
MULCH BED.
SECTION
NOTES:
NOTE.
INSTALL VALVES MIN. OF 2' APART, AND A MIN. OF 2
IFGEND•
MULCH - SEE PLANTING PLANS
18° LONG FLEX POLY-PIPE TO DIRECT FLUSH.
FOR SERVICING ASSEMBLY.
SURE WANMENSON LOOP.
QUICK COUPLER VALVE REMOTE CONTROL DRIP VALVE MANUAL FLUSH VALVE U.V. PIPE ON GRADE SCARE NE NUMBER. S-IDW-VAL-QC-01 SEFERENCE NUMBER: SCARE NE NUMBER. S-IDW-VAL-FV-01 737/26
LATE OF CAT PRAY
CUCH 0 200A91730
ANG PRO.IFCT NO 2424
SCA F• AS SHOWNI DATE SHEET
REVISIONS REFERENCES
DREDADEN LINNED THE CIDERVICION DE 11-20-2024
Richard WA Kamie 2834 PANORAMA PROMENADE SLOPE L-2.04
IRRIGATION DETAILS 1
8 OF 19 SHEETS
CITY OF SIGNAL HILL
PI AN NUMER
TRENCHING NOTES:
VIDE MINIMUM COVER OF 24 ON PRESSURE SUPPLY LINES 3° AND
IRRIGAHION SHALL BE MAINIAINED TO ENSURE WATER CFFICIENCY WEEKLY ITEMS:
VISUAL Y MONITOR IRRIGATION SYSTEM FOR SUDDEN I INE BREAKS OR HEAD DAMAGE
BI TRENCING SECTION
MONTHLY ITEMS
5 ST AND INSPECT EACH VALVE. ADJUST AND REPAIR HEADS, VALVES, PIPING AS NEEDED TO KE
2. INSPECT RAIN SENSOR TO INSURE PROPER SHUT OFF OPERATION.
FOR DRIP SYSTEMS, EXAMINE AND CLEAN ALL FILTERS, REPLACE FLTER SCREENS IF NECESSARY.
ALL REPLACEMENT PARTS AND EQUIPMENT AS NEEDED SHALL MATCH ORIGINAL EQUIPMENT OR AN APPROVED IMED STATING "CAUTION RECYCLED WATER LINE BURIED BELOW EQUAL (CITY LANDSCAPE ARCHITECT APPROVAL).
B2 SLEEVING SECTION VES SHALL BE SCH. 40 PVC 2X THE DIAMETER OF THE PIPE BEING
QUARTERLY ITEMS
LEGEND: AD.JUST IRRIGATION CONTROL| ER PROGRAMMING AS NECESSARY TO ACCOMMONATE FOR NON-PRESSURE LATERAL LINE. NON-PRESSURE LATERAL LINE SLEEVE - SIZE TWICE SEASONAL WATER NEEDS.
LIPPER PLAN, INSTAL
ON-GRADE EMITTER LAYOUT-SHRUB TRENCHING AND SLEEVING RRIGATION MAINTENANCE NOTES
B REFERENCE NUMBERE SCALE NUMBERE
REFERENCE NUMBER:
SIDE VIEW FRONT VIEW
FACE SOUTH
45° SOROSES ONLY THE CONFACT OSTRATIVE
RESPONSIBLE FOR COMPLYING WITH AL 2 POWER INVERTER.
LOCAL CLARION AND ARE CODES. 3) CHARGE CONTROLLER.
3) HE DISTANCE FROM SOLAR PANE POLE T CRETE NOT TO EXCEEDE
AR ASSEMBLY ENCLOSURE SHALL BE NO
GREATER THAN 12' 5 FINISHED GRADE.
8-12 AWAY 16)
VIN THICK, CONCRETE PAD WITH ANCHOR BO!
L CABLES AND ELECTRICAL WIRES MUST I
RUN IN CONDUIT.
112' ELECTRICAL PVC CONDUIT AND SWEEP ELL F
ROUND ROD SHALL BE LOCATED BETWEEN
2" PVC CONDUIT AND SWEEP ELL WITH #6 GRO
LISTED 5/8" × 8' GROUND ROD WITH #6 GROUND V
FRONT VIEW
BULAMP INSTALLEU INSIDE TO KOUND VALVE b
FOOTING 20" DAMETER 60' DEEP CONCRETE POST
EIECTRICAI PVC CONDUIT AND SWEEPS FOR SOLA
1" CONDUIT AND SWEEP ELL WITH FLOW SENSOR CABLE.
ENCLOSURE (UL LISTED 8'-12 AWAY
SATELLITE ASSEMBLY. ASSEMBLED ON BACKBOARD BY (10) 3" CONDUIT AND SWEEP ELL FOR LEAD WIRES.
SIlEONE GREEN IECH.
TERMINAL STRIP FOR VALVE WIRES I "CONDUIT AND SWEEP ELL FOR MASTER VALVE WIRES. MOUNTED TO BOX WITH BREAKERS GALVANIZED END CAP.
(4) POWER SWITCH / GFCI RECEPTACLE. 2 "CONDUIT AND SWEEP ELL FOR 110 VAC POWER LINE. (5) ELECTRICAL FLEX CONDUIT FOR POWER. (13) "CONDUIT AND SWEEP ELL FOR GROUND WIRE. ) 6" MIN THICK, CONCRETE PAD WITH ANCHOR BOLI
LOTS/CRASHED ROCKOUND GROUND ROD. FILL
FINISHED GRADE.
SIR LOCATE 2 MEN OUND WIRE AND
® FLOW SENSOR TERMINAL BOARD. #6 GROUND WIRE SECURED TO BACKROART NOTE: SEE IRRIGATION LEGEND CALL OUT FOR INCLUDED OPTIONS, SUGGESTED CONDUIT SIZES MAY NEED TO BE LARGER SiteOne A SiteOne
SATELLITE ASSEMBLY
Green Tech
1) SOLAR ASSEMBLY - 250 SERIES Green Tech
SATELLITE ASSEMBLY SOLAR PANEL ASSEMBLY AND BATTERY PACK
LATE OF CAT PRAY
ANG PRO.IFCT NO 2424
SCAL F• AS SHOWN DATE SHEET
REVISIONS REFERENCES
PREPARED UNDER THE SUPERVISION OF
Richard WA Kamie 2834 PANORAMA PROMENADE SLOPE L-2.05
IRRIGATION DETAILS 2
° OF 19 SHEETS
CITY OF SIGNAL HILL
PIAN NUMER
WATER EFFICIENT LANDSCAPE WORKSHEET CRITICAL ANALYSIS
Non-Residential Landscape Projects
CONTACT PERSON PH. NO.: (562) 989-7264
Reference ETo for the area ETo
EMAND VALVE NO IRRIG. TYPE: Point to Point GPM: 14.0
Estimated Total Water Use (ETWU):
STATIC WATER PRESSURE AI WAIER MEIER.
800
SIZE DESCRIPTION LOSS
Hydrozese Planting Factor (F) Method
Allowance in gallons per year, MAWA Tol
MAWA calculation: (Eto) (62) [(ETAFxLA) + ((1-ETAF) x SLA)I 1" REMOTE CONTROL VALVE.
1 1/2" MAINLINE: 1090.
ETAF Calculations
1 1/4" LATERAL LINE: 31.0
1" LATERAL LINE: 32.0 5.0s/10
Average ETAF for Regular Landscape Areas must be
3/4'_ LATERAL LINE: 223.0 PS 055/100
ength
TOTAL PVC LATERAL LINE LOSS: 122
TOTAL FICTION 055ING LOSS (10%):
2940
HERE REAT HEN 220 U.400
TOTAL PSI REQUIRED (SYSTEM DESIGNED PRESSURE)
RESIDUAL PRESSURE (MUS I BE POSITIVE)
MWELO CALCULATION PRESSURE LOSS CALCULATION
B
Valve Day May.
Lun Time Formula a and Espe som to plence nOR EXPOSURE FACTOR PRECIPITATION RATE • NO OF DAYS IRRIGATI FACTORy Run Time in Min NOTE:
. This schedule does not account for multiple run or soak cycles within the same day. Contractor to adjust the program as needed to eliminate water run-oft Valve Water Use Valve #
Infiltration Rate and Slope shown for reference onlv.
CONTROLLER CHARTS
CAMON (90 A84-2800
ANG PRO.IFCT NO 2424
SCAL F• AS SHOWN I SHEET
REVISIONS REFERENCES
DREADED INNED THE CERVON DE
0731-2026 PANORAMA PROMENADE SLOPE L-2.06
IRRIGATION CONTROLLER CHARTS 10 OF 19 SHEETS
CITY OF SIGNAL HILL
PLAN NUMBER
PLANTING NOTES: LIMIT OF WORK
MATCH LINE 'A'
CONTRACTOR SHALL BE LARIE FOR REMOVING AND RF.INSTAI LING IRRIGATION FOUIPMENT AND REPI ANTING ARAS WHICH ARE NOT INSTAL | FD PER PI AN AND SPECIFICATIONS SEE
RIGATION SYSTEM SHALLRE INSTALLED AND OPERATIONAI PRIOR TO INSTALLATION OF PLANT MATERIAI S AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TESI NO. 1 HAS BEEN APPROVED.(SEE SPECIFICATIONS) SAR FORGET SUITABLY TEST COST OF TESTING HALE LUDEN ACT DEPTH OF 2 AFTER ROUGH GRADING AND LIMIT OF WORK SHEET L-3.02 ESE THE PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE
ISONED BY THE LANDSCAISA DIRECT
CAN UP SHALTAKE DAGEON ADAILY BASS UNLESLOTHERMS- APPROVED RY THE DINNERS REPRESENTATIVE
NOT RESTRICT THE FOR RESPONSIBLITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING PLAN, WHERE SOD IS TO BE INSTALLED ON A SWALE, THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES
ED WITH THE ORDINANCE AND APPLIED THEM
не e--CIeNT Use OF WATER INTHE
PLANTING LEGEND: AREA 1 (THIS SHEET)
SYMBUL CODE BOTANICAL NAME CANNAIVE SIZE SPACING W.U. WUCOLS QTY DETAIL ARBUTUS UNEDO STRAWBERRY TREE PER PLAN L ZONE 3 A&B/L-3.04 MELALEUCA NESOPHILA 5 GAL PER PLAN ZONE 3 A&B/L-3.04
PANORAMA DR
ACACIA REDOLENS LOW BOY' LOW BOY BANK CATCLAW 1 GAL. PER PLAN ZONE 3 A&B/L-3.04
SYMBOL BOTANICAL NAME COMMON NAME DETAIL
STABILIZATION
SLOPE TACKIFIER 44,720 SF
PLANTING LEGEND: ALL AREAS
SYMBOL BOTANICAL NAME COMMON NAME SPACING W. U. WUCOLS QTY AREA 1 AREA 2 AREA 3 DETAIL ARRUTUS UNEDO STRAWRERRY TREF 5 GAL. PER PLAN ZONE 3 A&B/L-3.04 5 GAL. PER PLAN ZONE 3 A&B/L-3.04
SITE KEY
ACACIA REDOLENS LOW BOY LOW BOY BANK CATCLAW 1 GAL. PER PLAN vL ZONE 3 A&B/L-3.04 BOTANICAL NAME COMMON NAME AREA 1 AREA 2 AREA 3 DETAIL
LIMIT OF WORK STABILIZATION
103 261 88 144 720 S 20261 85
INSTALL PER MANUFACTURER RECOMMENDATONING AGENT 3 BY GEOSOULTIONS (W GEOSOLUTIONSING COM OR APPROVED EQUAL.
LIMIT OF WORK
SYMBOL LEGEND: PLAN CROSS REFERENCES:
SHRUBS & GROUND COVER MASSING FOR NOTES AND LEGENDS. SEE THIS SHEET FOR PANTING DETAIS S-- SHF-T _204
CALL-OUT 80'
FOR AGRONOMICAL SOILS REPORT, SEE SHEET L-3.07, L-3.08
SYMBOL
DAWSON FOR PANTING CO-C-CATIONS CES CHEST 20r
AVE QUANTITY FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.01 SCALE: 1" = 20' ADG PROIECT NO 2424
SCAL F AS SHOWN DATE SHEET
REVISIONS REFERENCES
DREADED INNED THE CUDEDVICION DE 1-20-2024
PANORAMA PROMENADE SLOPE L-3.01
PLANTING PLAN 1
11 OF 19 SHEPTS
CITY OF SIGNAL HILL
LIMIT OF WORK
PANORAMA DR
MATCH LINE 'A' - SEE SHEET L-3.01
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORK SHEET
MATCHLINE B
PLANTING LEGEND: AREA 2 (THIS SHEET)
SYMBOL CODE BOTANICAL NAME COMMON NAME SPACING W. U. WUCOLS QTY DETAIl ARBUTUS UNEDO STRAWBERRY TREE PER PLAN ZONE 3 A&B/L-3.04 MEL AI FUCA NESOPHIL A PINK MEI AI FUCA 5 GAI PER PIAN ZONE 3 A&R/I -3 04 AR SACAC REDOLENS LOW BOY LOWBOY BANK CATCLAW 1 GALI A&B/L -304
SYMBOL BOTANICAL NAME COMMON NAME DETAIL
STABILIZATION SITE KEY
SLOPE TACKIFIER 28.361 SP
L-L.UZ, L-3.U<
SYMBOL LEGEND: PLAN CROSS REFERENCES:
SHRUBS & GROUND COVER MASSING FOR NOTES AND LEGENDS, SEE SHEET L-3.01 FOR PANTING DETAIS S-- SHF-T _204
CALL-OUT FOR AGRONOMICAL SOILS REPORT, SEE SHEET L-3.07, L-3.08 FOR PANTING CO-C-CATIONS CES CHEST 20r
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.02
QUANTITY SCALE: 1" = 20'
ADG PRO.IECT NO 2424
SCALE• AS SHOWN I DATE SHEET
REVISIONS REFERENCES
DREDADEN INNED THE CDERVICION OF
PANORAMA PROMENADE SLOPE L-3.02
PLANTING PLAN 2 12 OF 19 SHEETS
CITY OF SIGNAL HILL
MATCH LINE SEE SHEET L-3.02 LIMIT OF WORK PLANTING LEGEND: AREA 3 (THIS SHEET) CODE BOTANICAL NAME COMMON NAME SIZE SPACING W.U. WUCOLS QTY DETAIL LIMIT OF WORK ARBUTUS UNEDO STRAWRERRY TREF 5GAL. PERPLAN | ZONE3 23 A&ВЛ -3 04 MELALEUCA NESUPHILA PINK MELALEUCA 5 GAL. PERPLAN L I ZONE3 l AxB/L-3.04 ACACIA REDOLENS 'LOW BOY' LOW BOY BANK CATCLAW 1 GAL. PERPLAN VL 70NE 3
SYMBOL BOTANICAL NAME COMMON NAME DETAIL
STABILIZAIION
SLOPE TACKIFIER 30 183 SP
PANORAMA DR : 'C'- SEE THIS SHEET
MATCH LINE' LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
PANORAMA DR
LIMIT OF WORK LIMIT OF WORK
SITE KEY
L-L.03. L-3.03
A SEt THE SHEET
LIMIT OF WORK SYMBOL LEGEND:
PLAN CROSS REFERENCES:
MATCH LINE FOR NOTES AND LEGENDS. SEE SHEET L-3.01
SHRUBS & GROUND COVER MASSING
FOR PANTING DETAIS SEE SHF-TI_204
CALL-OUT FOR AGRONOMICAL SOILS REPORT. SEE SHEET L-3.07. L-3.08 SYMBOL
FOR PANTING CO-C-CATIONS CES CHEST 20r
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-2.03
QUANTITY SCALE: 1" = 20'
ADG PRO.IECT NO 2424
SCAL F. AS SHOWN DATE SHEET
REVISIONS REFERENCES
DREADED INNED THE CLDEDVICION AD 1-20-2024
PANORAMA PROMENADE SLOPE L-3.03
PLANTING PLAN 3 13 OF 19 SHEFTS
CITY OF SIGNAL HILL
LEGEND:
EQUAL "TO4"
MULCH LAYER, 2 THICK: =18 DIAMETER.
SECTION
LEGEND:
ORIGINAL GRADE.
SHRUB PER PLANTING PLAN. BASE OF CROWN SHALL ALIGN W/ LEGEND: NOTES:
NOTES: ACK OF CURB OR EDGE OF PAVING
LEGEND:
ROOT BAL
SECTION
SPECIFICATIONS. TRIANGULAR SHRUB &
SHRUB PLANTING SHRUB PLANTING ON SLOPE GROUNDCOVER SPACING FIBER ROLL ENTRENCHMENT B -PLA-SHRB-14
REFERENCE NUMBER: REFERENCE NUMBER: EFERENCE NUMBER EFERENCE NUMBER WEEKLY ITEMS:
MONTHLY ITEMS:
IN 18 OUC PERPENDICULAR TO SLOPE AT
IN SHRUB OR GROUND COVER THAT HAS DIED OR FAILS TO THRIVE W IDENTICAL PLANT PIN 24" O.C. PARALLEL TO SLOPE AND AT
STAGER OGE OF NETING 21MN HORIZONTALY. SO I SEA ATE FEE E SEE REPORT FOR APRICA ON LEGEND:
TOPICAL DE JUTE NETTING ROL.
QUARTERLY ITEMS:
CHECK TREE GROWTH. PRUNE TREES TO THIN STRUCTURE, SHAPE, REMOVE SUCKERS AND ANY DEAD
OVERALL
EAD HEAD ANY SHRUBS/ PERENNALS THAT HAVE FINISHED BLOOMING ANDIOR REMOVE DEAD BLOOM
E SECTION ONOT HEDGE PLANTS UNLESS SPECIFIED BY CLIEN
PLAN
PLANT MATERIAL
JUTE NETTING ON SLOPE - SECTION LL JUTE NETTING ON SLOPE - PLAN MAINTENANCE NOTES E CAL F• 1/4" = 1-0 S.PLA-SHRB-16 REFERENCE NUMBER:
REFERENCE NUMBER: REFERENCE NUMBER:
11326
SATE OF CANT REY
ADG PROJECT NO. 2424
SCAL F• AS SHOWN DATE SHEET
REVISIONS REFERENCES PREPARED UNDER THE SUPERVISION OF 11-20-2024 Richard WA Kamie 2834 0731-2026 PANORAMA PROMENADE SLOPE L-3.04 PLANTING DETAILS 14 OF 19 SHEETS
APPROVED - CITY OF SIGNAL HILL
CITY ENGINEER PLAN NUMBER
WALLACE LABORATORIES, LLC Signal Hill Public Works, April 29, 2024, page 2 Signal Hill Public Works, April 29, 2024, page 3 Signal Hill Public Works, April 29, 2024, page 4 365 Coral Circle
El Segunde , CA 90245
phone (310) 615-0116 fax (310) 640-6863 Available sodium is low. SAR is 0.4 Evaluations April 29, 2024 e texture is sandy loam. Based on the non-gravel fraction, it contains 61.3% s and percent soil organic matter
West, I-<
16.0organie organie matter is modest at to on a dry weight basis. ne caron nitrogen ratio is The pH is moderately alkaline at 7.81. The salinity is modest at 0.32 millimho/em. the i no i on it, he a ben buried plan.
Thi compared rate of water percolation is moderate at 1.31 inches per hour for normal KE: Panorama Promenade Trail
Sma Promon Apr24102 Mirogat, phosphorns and boron are modies. Platorus, ine and magnesium are East, O-1'
Or same i production it, we and and pen orca an and rene Dear I homas Available sodium 1s low. SAR 1S 0.3
The pH is moderatelv acidic at 6.32. The salinitv is low at 0.14 millimho/cm.
Sampling Locations 32 % sira is 146% lam herd on cohen s ravel fraction, it contains 52.7% sand, men a ne torpe ly elon is in and born one robertie. hon Soil organic matter is modest at 1.05% on a dry weight basis. The carbon:nitrogen ratio is peal be with ait let aborn are read when pi highly moat, Available sodium is low. SAR is 0.7
soil costipated.. ted rate of water percolation is moderate at 0.85 inches per hour for norma
16.2% it and 203% clay. The graved on the is 0-7% el fraction, it contains 63,0% sand, Observation North. 0-/ Some of the trees on the north slope have died and others have severe dieback So agric. matter is modest at 2.03% on a dry weight basis. The carbon: nitrogen ratio is The pH is moderately alkaline at 7.52. The salinity is modest at 0.43 millimho/cm. years after planting 8,000 24- inch boxed trees for Metro's Orange Line, most wn about 30 feet high with canopies about 30 feet acr
rate of water percolation is moderate at 0.65 inches per hour for norma Niren, precion respectim and boron are modena Proport, ron, manes Site soils: land a No deside and to East side The sabine Available sodium is low. SAR is 0.4. East. 1-2' The strand sandy day head on chemis save fracio, it contin 535% sand, The pH is moderately acidic at 6.46. The salinity is low at 0.11 millimho/cm.
West. 0-1 foot inco orate them no angerously o inch a deper The pH is moderately alkaline at 7.74. The salinity is modest at 0.50 millimho/em. Sail organic mater is modest at 210% on a dry weight basis. The carbon nirogen ratio is nagnesium and boron are moderate. Phosphorus, iron, manganes rate of water percolation is moderate at 2.72 inches per hour for normal Available sodium is low. SAR is 0.8.
Nic gen pas in gh asia and borea is moderat Shi compacted ra am. Based on the no Orate sol menti
Available sodium is low. SAR (sodium adsorption ratio) is 0.3. North, 1-2' b.% sirand 164% clay. The gravel cohentis gravel fraction, it contains 729% san. on airy went about 4 cubic yards, suffcient for 3% to 5% soil organic Thd 16 3% lay The graced on ten 0. 1 cl fraction, i contains 50-2% sand, 33.5% sill The pH is moderatelv alkaline at 7.60. The salinity is modest at 0.44 millimho/cm Ovi at Sa. ic matter is low at 0.30% on a dry weight basis. The carbon:nitrogen ratio is Soil organic matter is good at 4.98% on a dry weight basis. The carbon:nitrogen ratio is imated rate of water percolation is moderate at 1.06 inches per hour for norma Remove the
18.8. oil compaction
non essential Soil Analyses Plant Analyses trainage and doil Anal es of Planet it sailors r saly ses theater A he tysta Soill Analvses Plant Analvses Water Analvses Water Analvses Soil Analvses Plant Analvses Water Analvses Signal Hill Public Works, April 29, 2024, page 5 Signal Hill Public Works, April 29, 2024, page 6 Signal Hill Public Works, April 29, 2024, page 7 Signal Hill Public Works. Anril 29. 2024 nage 8 Normallv irrigate deenlv but not freauentiv. Balance soil moisture with soil aeration ›n of soluble chloride in the saturation exti Method 3a, USDA Handbook to chaine mo narc her mill
Suitable Import Soil Guidelines : maximum concentration of soluble boron in the saturation extract (Me ISDA Handbook Numher 60) chall he 1 0 mo/l (narts ner mill Simplot or Yara calcium ammonium nitrate (27-0-0) - 1/4 pound Monitor the site with periodic soil and leaf tissue testing. Adjust the maintenance um Adsorption Ratio (SAR) - The maximum SAR shall be 3 measured per Me program as needed USDA Handbook Numbi
about 20% by volume, sufficient for 3% to 5% soil organic General Recommendations Station sails us pars persued with the Ammonium BicutonateDTPA matter on a dry weight basis osoil shall be friable and have sufficient structure in order to give good tilth i here soil is discolored due to oil seepage, do not use the soil for planting. Wh Soil organic amendment suggestions utahle colle are nrecent do not ice the coitar nant 1 Organic Matter Conten Monitor the site soils during construction and after construction for site maintenancel in the vo prone of soil due to decomposition of orgax 20% by weight. range is 3% to 6% on a dry weight basis. The carbon: nitrogen ratio should be about 10. far oursate he rotal ending for sce and placel perveral inches above hit Calcium Carhonate Content - Free calcium carbonate (limestone) shall not be present for ur abi linore tea lo ranches ond coir when tell in acces ance wire the is p geole. Place a grate on the top of the perforated pipe. Wrap the pipe with a suiable acid-loving plants.
Bosen content of the saturated extract shall be less than 1.0 parts per undbook Number 60, method 346 or other approved methods. avy Metals - The maximum permissible elemental concentration in the soil shall Here is a detail for soil vents: Fertility - The range of the essential elemental concentration in soil shall be as follows:
n content (acid-insoluble ash) shall be less than 50%.
1 carbonate shall not be present if to be applied on alkaline soils. Ammonium Bicarbonate/DTPA Extraction parts per t
Ammonium Bicarbonate/DTPA Extraction
ree from weed seeds, free of pathogens and other deleteriou parts per million (mg/kilogram dry weight basis
mercur
4 seren for so ame ine shall be 0.5 inch, 80% or more shall pass a No. - 10 Kim on adal permisible pollutant concentrations in amendment in pars per
TREE PLANTING - DOUBLE STAKE W VENT
Leaper 200 more of the above values.
носит 20 molybdenum anadium Handboo Number 5) sai be 5-T79d in the saturation extract (Method 21a, USDA n and growth of 85u
l in the saturation aytract (Method 30 IS
Monitor the qualitv of amended soil GAWA. Wallace, Ph. D.
Soil Analvses Plant Analvses | Water Analuses Soil Analvses Plant Analvses Water Analuses Soil Analvses Plant Analvses Water Analvses Soil Analvses Plant Analyses Water Analvses
AGRONOMIC SOILS REPORT
1191730
ANG PRO.IFCT NO 2424
SCAL F. AS SHOWN DATE SHEET
REVISIONS REFERENCES
PREPARED UNDER THE SUPERVISION OF 11-20-2024
Richard WA Kamie 2834 PANORAMA PROMENADE SLOPE L-3.05
AGRONOMICAL SOILS REPORT 1
15 OF 19 SHEFTS
CITY OF SIGNAL HILL
WALLACE LABORATORIES, LLC Signal Hill Public Works, August 14, 2024, page 2 Signal Hill Public Works. August 14. 2024. page 3 Signal Hill Public Works. August 14. 2024. page 4 365 Coral Circle
El Segundo , CA 90245
phone (310) 615-0116 fax (310) 640-6863 Composite North, 0-6" General soil preparatic
August 14, 2024 Jrowth of wheat was 54% of the growth of the reference soil. The addition of activated , soil is discolored due to oil seepage. do not use the soil for planting. ne cos recent do notice me col Torni
rowth of radish was 20% of the growth of the reterence soil. The addition ot activate Monitor the site soils during construction and after construction for site maintenance Organic herbicides appear to be present
RE: Panorama Promenade Trait Steps Composite East, 0-6" used to collect and discharge excess surface water.
Site visit on July 31, 2024
Grove of heat was 47g or the growth of the reference soil. The adion of activated charcoal did not st lot signs cantly the gate ghof the reference soil. The adition of activated Organic herbicides do not appear to be present. ultrate (2/-U-U) - 4 pound Composite West, 0-6"
wth of the reterence soil. The addition of activa
oval of wheat as or the go
wth of radish was 50% ot the growth of the reterence soil. The addition of activ pol atmotor nearth
prepare pantin rio a lest taice as wid as the robal the il dapt of te road.
Organic herbicides appear to be present
commendations for average soil condition
Growin tests
and East area. Samples were taken from the top 6 inches from the West area, North Area ince cited bacter ive, i led and dice active scently necdse bo he operatel nitrate (27-0-0) - 1/4 pound rcoal which is expected to
ndations can be used:
Remove gravel, debris, trash, etc. from the slopes. Loosen dense, compacted soils. matter on a ary weight basis
phosphate (12-61-0) - 60 pound:
Activated charcoal - Gro-safe manufactured by American Norite (800/641-9245) nitrate (27-0-0) - 80 pounds
peat cons and sand fortified with i gram of 16-10-14 fertilizer per 1 pound lay pxt.
Soil Analvses Plant Analyses Soil Analyses Plant Analyses Water Analyses Soil Analyses Plant Analvses Water Analvses Soill Analvses Plant Analyses Water Analvses Water Analvses Signal Hill Public Works, August 14, 2024, page 5 Signal Hill Public Works, August 14, 2024, page 6 Signal Hill Public Works, August 14, 2024, page 7 Signal Hill Public Works, August 14, 2024, page 8 Soil organic amendment suggestions
Suitable Import Soil Guidelines if used for backfill of container plants 3a, es The maxinen concernin out on i per strain extract Method Monitor the die win periodie sai ad arise testing, yalene roving vier and soil - poiso or send nors uld, do is as it ta, rich it heat., The maximum SAR shall be 3 measured per Method nematodes or other undesirable disease-causing organisir Es rite sal be as us pars rested with the Ammonium Bicantonate/DTPA above i nich ende aeration to the soiliable and have sufficient structure in order to give good ith and carbonate shall not be present if to be applied on alkaline soils. Here is a detail for soil air vents:
1s, refrom ted set nose pilge is and her do terious Ced iovinarbonate Come - Prec calcium carbonate (limestone) hal not be present for exce Me a Ting nacentimisible lemental concentration in the soil shall nod sludge-based materials are not acceptable. Fertility - The range of the essential elemental concentration in soil shall be as follows Cat onion rail be stani. without malodorous presence of there for so amie size shall be 0.5 inch, 80% or more shall pass a No.
Maimon adal permisible pollutant concentrations in amendmen in pans per Copper 200
anadium ( TREE PLANTING - DOUBLE STAKE W/ VEN
chronium 200 torybdenum
Monitor the quality of amended soil. ·85
Harn li alave,
01 _ 10
Normaly mies deply but not fogie, Balance oil moise with oil enion GAV. Villace Ph.D.
Handbook Number l sal be 63-79 in the saturation extract (Method 21a, USDA a dict hat no detec more an i compared and ree d Halto Thier 6) mile 53-25 in the saturation extract Method 3a, USDA oil Ted EPA Method No. 8015. Totalarm are ed 50 raid hydro arbored per the, and try benzine shal raced as granny soil metoned per End. ide - The maximum concentration of soluble chloride in the saturation e nd 3a USDA Handbook Numher 60) shall be 150 ma/l (narts ner mi Soil Analvses Plant Analvses Water Analvses Soil Analyses Plant Analyses Water Analuses Soil Analvses Plant Analvses Water Analvses Soil Analvses Plant Analyses Water Analvses
AGRONOMIC SOILS REPORT
1191730
ANG PRO.IFCT NO 2424
SCAL F• AS SHOWN I DATE SHEET
REVISIONS REFERENCES
DREADED INNED THE CUDERVICION OF 11-20-2024
Richard WA Kamie 2834 PANORAMA PROMENADE SLOPE L-3.06
AGRONOMICAL SOILS REPORT 2
116 05159T
CITY OF SIGNAL HILL
CITY ENGINEER
Date August 14,202
Wheat Wheat Growt
wither civered with activate with activated charco:
24-214-13
24-214-14 East, 0-6"
24-214-15 West, 0o.6" 50%
100% 119% 100% 145%
shel
AGRONOMIC SOILS REPORT
SATE OF CAT AREN
ADG PROJECT NO. 2424
SCAL F• AS SHOWN I DATE SHEET
REVISIONS REFERENCES
11-20-2024
Richard WA Kamie 2834 0731-026 PANORAMA PROMENADE SLOPE L-3.07 AGRONOMICAL SOILS REPORT 3 17 OF 19 SHEETS
CITY ENGINEER CITY OF SIGNAL HILL
PLAN NUMBER
LANDSCAPE IRRIGATION SYSTEM AUTOMATIC CONTROLLER
PART 1 - GENERAL
1.01 SCOPE OF WOR
Furnish labor, materials, equipment, appliances a vices necessary for the execution and completion of "Landscape Irrigation" as indicated on the drawings and/or herein specifie All high voltage work shall be installed under this section. Refer to Wiring, Low Voltage for aditional information.
WIRING, LOW VOLTAG:
action of treets Representative when required
See irigation plan legend for manufacturer and model numbers.
PART 3 - EXECUTION
with the landscape drawings, to avoid interfering with the trees, shrubs, or other planting.
Materials shall be first quality and of domestic manufacture unless otherwise noted. Although size and location of sprinkler equipment are drawn to scale whenever possible, make use of all data in all of h the artiles, equipment, materials, or processes specied by name on the drawings and in speciations. No subsitions will be allowed without prior witen approval of the Owner's r noting the Landscape Architect and Owner's Representative in advance for the following observations according to the time indicated ials installed or furnished without the prior approval of the Owner's Rep ve may be reiected and such material removed from the site at no expense to the al of any items, alternates, or substitutes indicates only that products) apparenty meet the requirements of the drawings and specifications on the basis of the information or
3.03 WATER SUPPLY COMP| FTION
202 GENERAL PIPING Connections to the existing points of connection shall be at the approximate locations shown on the drawings. Minor changes caused by actual site conditions shall be made without additio
3.04 LAYOUT
3.05 GRADES
Before starting work on the sprinkler system, carefully check all grades to determine that work may safely proceed, keeping within the specified material depti PART 4 - RECORD DRAWINGS, CHARTS AND MANUALS
3.06 ASSEMBLIES
• Installthe backlow assembly at the height required by local codes, minimum 12 above finish grade 1 one set of black and white prints of the drawings, all changes in the work constituting departures from the original contract drawings, including changes in both pressun t, or fiting manufacture before
3.07 LINE CLEARANCE
All lines shall have a minimum clearance of 4 inches from each other, and 6 inches from lines of other trades. Parallel lines shall not be installed directly over one another
3.08 TRENCHING
dimension maximum 100 feet along routing).
Al fetings shall bear the company's name and trademark, material designation, size applicable I.P.S. schedule, and NSF seal of approval. 204 PVC CONDUITSLEEVIG ent (as may be directed by the Owner's Representative. of 24 inches for lines under pain. main as built drawing on sit at lines 205 RING-TITE PVC PIPE
BACKFILLING
each piece being a minimum 20 mils. thick. The chart shall be mounted using Velcro or
2.06 BRASS PIPE AND FITTINGS (if required)
A. Brass pipe shall be 80% red brass. American National Standard Institute (ANSI), Schedule 40 threaded pipe. Fittings shall be medium brass, screwed 125 pound clas
PVC PIPE OPERATION AND MAINTENANCE MANUAL
2.07 BACKFLOW PREVENTION UNIT:
See plan for type, manufacturer and size. Unit shall be lead free ive within ten days by calendar pri
2.08 QUICK COUPLING VALVES
eid predes with airie and adult alive corespond with design pes ro. tested for operation in accordance with design requirements under normal operating pressure. Contractor shall verify
INSTALLATION OF RING-TITE PVC PIPE
2.09 AUTOMATIC CONTROL VALVES, ELECTRICAL
A. Vales chal be per gend of being operated i the fed without eriyat the controle, by a lecing valve D. Valves shall be installed in a shrub area whenever possible and installed according to construction detail. 210 BALL VALVES AND GATE VALVES
3.12 SPRINKLERS
2.11 VALVE BOXES
All remote control valves, ball valves, gate valves, and quick coupling valves shall be installed in suitable valve boxes as shown in details, complete with locking covers
END OF SECTION
A Control Valves and Quick coupling valves shall be set approximately 12" from walks, curbs, header boards, or paved areas where desianed, Referto installation detail Place valves in valve
LATE OF CAT PRAY
NIA 91730
ANG PRO.IFCT NO 2424
SCAL F. AS SHOWN DATE SHEET
REVISIONS REFERENCES
DREADED INNED THE CUDERVICION OF
PANORAMA PROMENADE SLOPE L-4.01
IRRIGATION SPECIFICATIONS
18 OF 19 SHEPTS
CITY OF SIGNAL HILL
PI AN NUMER
root ball depth for trees, twice as wide and 6" deeper than the root ball for shrubs. (Refer to planting deta ssing #4 mesh screen. Salinity shall be no higher than 3.5 milliohms per cen organic amendment A. All planting areas (except turf areas and as noted) shall be mulched (top dressed) with a minimum of 3" depth layer of wood fiber material. Remove mulch falling on hard-surface areas
3.11 CLEAN-UP
shall be vigorous, or normal growh, tie fron
ot bound conditions prevail. No container plants
Contractor shall carefully and continuously protect all areas included in the Contract, including plant materials, fences, supports, public safety, etc., until final acceptance of the work by the Owner's ed and shall be continued satisfactory for a period of 90 calendar days after the time all items of work have beer rie hal be so cared or that a neat and lean condin is presented a l imes. Ke walks and curbs swept clean. nation the maintenance no nd
endations for the required soils
momentin of the project.
2. File Rol Bodegradable wood elic, ice or west straw, or out for at roled boad it if tbiar al. dude manufacture/s recommended wood stakes. paro. funfarade contin es which might be hamful to the guaranted plant, PART 3 _ EYECUTION intenance requirements (if applicable).
GENERAL PREPARATION PART 4 - GUARANTEES
4.01 GUARANTEE
shall be guaranteed by Contractor as to growth and health for period of ninety 90) calendar days after completion of the specified maintenance period did
ANODED ACEMENT COCK
INSPECTION ME WORK IN PROGRESS END OF SECTION
*S authorized Representative.
SATE OF CAT AREN
ADG PROJECT NO. 2424
SCAL F. AS SHOWN SHEET
REVISIONS REFERENCES DATE
DREDADEN LINNED THE CHDEDVICION GE
PANORAMA PROMENADE SLOPE L-4.02
PLANTING SPECIFICATIONS 19 OF 19 SHEETS
APPROVED CITY OF SIGNAL HILL
CITY ENGINEER PLAN NUMBER