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CITY OF
COSTA MESA
~ ...
~
o' 0. ff'
CITY OF
IRVINE ~ !---... • ••
~ UNi\/£.RSl1Y
95
VICINITY MAP
NOTTO SCALE
ABBREVIATIONS
ACI
ADS
ANSI
APWA
ASTM
AWWA
BGS
BM '
BMP'S
BV
CLR
CMP
co
CONC.
CP
CRSI
CU.
D
DWG
E
EL
EX
FES
FL
FRP
FS
FT
GALV
GW
H
HL
HWL
HDPE
ID
LF
MAX
MH
MIL
MIN
MW
N
AMERICAN CONCRETE INSTITUTE
ADVANCED DRAINAGE SYSTEMS, INC .
AMERICAN NATIONAL STANDARDS
INSTITUTE
AMERICAN PUBLIC WORKS ASSOCIATION
AMERICAN SOCIETY FOR TESTING AND
MATERIALS
AMERICAN WATER WORKS ASSOCIATION
BELOW GROUND SURFACE
BENCHMARK
BEST MANAGEMENT PRACTICES
BALL VALVE
CLEAR
CORRUGATED METAL PIPE
CLEAN OUT
CONCRETE
CONTROL POINT
CONCRETE REINFORCING STEEL
INSTITUTE
CUBIC
DEPTH
DRAWINGS
EAST/ EASTING
ELEVATION
EXISTING
FLARED END SECTION
FLOW LINE
FIBER REINFORCED PLASTIC
FINISHED SURFACE
FEET
GALVANIZED
GROUNDWATER
HEIGHT
HEAD LEVEL
HIGH WATER LEVEL
HIGH DENSITY POLYETHYLENE
INSIDE DIAMETER
LINEAL FEET
MAXIMUM
MANHOLE
MILLI-INCH
MINIMUM
MONITORING WELL
NORTH / NORTHING
NIC
NO
NTS
OD oc
OCSD oz
PCC
RC
s
ss
ST
SW
SWPPP
SY
TOW
TYP
UBC
UV
V
VAR
VERT
VSR w
W/
WSE
WLC
WW
YDS
PROJECT LOCATION
NOT IN CONTRACT
NUMBER
NOTTO SCALE
OUTSIDE DIAMETER
ON CENTER
ORANGE COUNTY SANITATION DISTRICT
OUNCE
PORTLAND CEMENT CONCRETE
REINFORCED CONCRETE
SOUTH
STAINLESS STEEL
STREET
SOUTHWEST
STORMWATER POLLUTION PREVENTION
PLAN
SQUARE YARDS
TOP OF WALL
TYPICAL
UNIFORM BUILDING CODE
ULTRAVIOLET
VALVE
VARIES
VERTICAL
VEGETATED SOIL LIFT REVETMENT
WIDTH
WITH
WATER SURFACE ELEVATION
WATERLEVELCONTROLSTRUCTURE
WASTEWATER
YARDS
EMERGENCY TELEPHONE NUMBERS
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
AT&T
CITY OF NEWPORT BEACH
(MUNICIPAL OPERATIONS DEPARTMENT)
ORANGE COUNTY SANITATION DISTRICT
TIME WARNER CABLE
UNDERGROUND SERVICE ALERT
MESA CONSOLIDATED WATER DISTRICT
DAY
(800)-624-8153
(800)-611-1911
611
(949)-544-3011
(714 )-962-2411
(714 )-542-6222
(800)-422-4133
(949)-574-1000
BASIS OF BEARINGS
NIGHT
(800 )-624-8153
(800)-611 -1911
611
(949)-644-3717
(714)-644-6222
(800)-422-4133
(949)-631-1200
CALL TOLL FREE
CONTROL POINT #780 CHISLED "X" IN CONCRETE MANHOLE PAD
CONTROL POINT #781 • CHISLED "X" IN CONCRETE SIDEWALK
PUBLIC WORKS DEPARTMENT
BIG CANYON RESTORATION
SITE ACCESS
FROM BACK
BAY DR
APPROVED: ______________________________ _
PUBLIC WORKS DIRECTOR, RCE NO. 36106 DATE
APPROVED: ______________________________ _
DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER, RCE NO. 47981 DATE
BENCHMARK
I
PROJECT
LOCATION
LOCATION MAP
ADDRESS:
1855 JAMBOREE ROAD
NEWPORT BEACH, CA 92660
NOTTO SCALE
ALUMINUM DISK FOUND AT THE INTERSECTION OF
JAMBOREE ROAD AND SAN JOAQUIN HILLS ROAD
APPROVAL RECOMMENDED
1-soo-2 27-2500 1----------------G-(----~---E-A-ST_G_(-FT_) ______ E_L_LIP_S_E_H_T-(F-T--+---N-AM_E _________ (F_T_) ___ YE_A_R_LE-V-EL_E_D7 ____ A_S_S-IS-~-N-T-CI-TY_E_N_G_IN-EE-R-RC_E_N_0 __ 4-30_0_3~--BEFOR E YOU DI G NAME NORTHIN FT.) IN -. .) NAVD88 ELEV. _
PROJECT CP #780 2176055.14 6066062.22 42.57 O.C.S 3N-56-77 EL= 119.926' 2004
PROJECT CP #781 2175907.94 6066276.53 64 .11
DATE•
GENERAL NOTES :
1. ALL WORK DETAILED ON TH ESE PLAN S TO BE PERFORMED UNDE R CONTRACT SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF NEWPORT BEACH "STANDAR DS SPECIFICATIONS FOR PUBLIC WORKS
CON STRUCTION," 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWI SE STATED IN THE CITY'S
STANDARDS SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS.
2. EXISTING UNDE RGROUND UTI LITIES ARE SHOWN AS PER AVAILABL E RECORDS. TH E CONTRACTOR SHALL BE
RESPON SIBLE FOR VER IFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING
CONSTRU CTION.
3. ALL EXPOSED CONCRETE SURFACES SHALL CONF ORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING
IMPROVEM EN TS.
4. PROPOSED PAVEMENT, SIDEWALi( AND CURB AN D GU TTER SHAL LJOIN AND MATCH LINE AND GRADE OF EXISTING
IMPROVEM ENTS.
5. CON TRACTOR SHALL ADJU ST CITY UTILITIES (E.G WATER VALVES, SCO, SURVEY MONUMENTS, TRAFF IC SIGNAL &
CONDU IT PULL BOXES, STRE ET LIGHT CONDU IT PULL BOXES, SEWE R AND STORM DRAIN MANHOLES) FRAMES AND
COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SH ALL BE ADJUSTED TO GRADE BY OTHERS .
6. AN Y DI SCR EPANCY IN THE DRAWiNGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE
CITY OF NEWPO RT BEACH PUBLIC WOR KS DEPT. FAI LUR E TO DO SO WILL PLACE RESPONSIBILITY ON THE
CONTRACTOR FOR CORR ECTION.
7. CORRELATION OF DRAWINGS AND SPECIFICATIONS: ANY WORK NOT INDICATED ON TH E DRAWINGS BUT CALLED
FO R IN THE SPECIFICATIONS, OR VIC E-V ERSA, SHALL BE FU RNI SHE D AN D PERFORMED AS THOUGH SPECIFICALLY
INDICATED AN D CALLED FOR IN BOTH. AN Y WORK NOT INSTALLED ACCOR DING TO DRAWINGS AND SPECIFICATIONS
OR ORD INANCES AN D LAWS SHALL BE REPLACE D AT CO NTRACTOR'S EXPEN SE .
8. EASEMENTS SHOWN ARE FROM AVAILABLE INFORMATION.
9. TOPOGRAPHY, BOU NDA RIES, AND EX ISTING FEATURES SHOWN ARE FROM SURV EYS BY STANTEC, SM ITH SU RVEYI NG,
INC., WALDON & ASSOCIATES, AND IN FORMATION FROM THE CITY OF NEWPORT BEACH GIS MAPPING
DEPARTMENT. NOT E CONTOU RS EAST OF BOU NDARY INDICATED ON SHEET 3 (CONTOUR LABELS DENOTED WITH
AN ASTERISK) TIED TO NGVD 29 DATUM AND AR E NOT RELATIVE TO NAVD 88 PROJECT CONTROL POINTS. FIELD
VERIFY ALL TOP OGRAPHY PR IOR TO CO MMENCING CONSTRU CTION.
10. EROSION CO NTROL PHASING PLAN PROVIDES MINIMUM BM Ps TO BE INCLU DED IN CONTRACTOR'S SWPPP. PHASE I
BMPs SHALL BE IMPLE M ENTED PRI OR TO CONSTRUCTION. PHASE Ii BMPs SHALL BE IMPL EM ENTED UPON REACH ING
FINAL GRADES FOR A GIVEN AREA. MAINTAIN PHASE I AND PHASE II BMPs UNTIL CONSTRUCTION REQUIRES
REMOVAL OR UNTIL ALL DISTURBED EARTH IS RESTORED AS SHOWN AND SPECIFIED.
LEGEN D
---PL --PROPERTY LINE
~--SS --EXISTING SANITARY SEWER
EXISTING STORM SEWER
---ST---· PROPOSED STORM SEWER
EXISTING EASEMENT
PROPOSED EASEMENT
---FL. ---EX!STJNG FLOIN L!NE
PROPOSED FLOV\/ Llfl.iE
PROPOSED PHASE i
SEDIMENT LOGS
PROPOSED PHASE II
SEDIMENT LOGS
EXISTING RECLAIMED
• ---RW----· WATER LINE
hJX1kkhhkkVXXXW XkUkkJXi.Wh GEOCOMPOSITE
GEOTEXTILE
PROPOSED SOLID PIPE (AS
LABELED)
SHEET INDEX
1 TITLE SHEET
2 CONSTRUCTION NOTES
3 EXISTING CONDITIONS
4 SITE PLAN
5 EROSION CONTROL PHASING PLAN
6 DRAINAGE PLAN
7 BIORETENTION CELL AI\ID
HORiZONT AL CONTROL PLAI\J
8 SECTIONS
9 CIVIL DETAILS SHEET 1
10 CIVIL DE TAILS SHEET 2
11 CIVIL DETAILS SHEET 3
APPROVED
DATE:
40 EXISTING CONTOURS
40 PROPOSED CONTOURS
--------PROPOSED PVC GATED PIPE
--------------PROPOSED PVC UNDERDRAIN
~ PROPOSED TEMPORARY ROCK
CHECK DAM
~ PROP OSED RIP RAP
-\ \ /\ / PROPOSED VEGETATED SOIL
\/~ LIFT REVETMENT
@ EXISTING SANITARY SEWER
MANHOLE
m DECOMPOSED GRANITE -
ACCESS ROAD
Q CONCRETE
,' /'
>>/,// NATIVE SOIL ; -. ,
~ BIORETENTION SOIL MEDIA
EI] CRUSHED MISCELLANEOUS
-BASE ACCESS ROAD
12
13
14
15
16
17
18
19
20
21
22
CIVIL DETAILS SHEET 4
INVASIVE TREE REMOVAL PLAN
INVASIVE TREE REMOVAL
SCHEDULE
REVEGETATIO N PLANTING PLAN
PLANTING NOTES AND LEGEND
PLANTli;JG DETA ILS
IRRIGATION PLAN 1
IRRIGATION PLAN 2
IRRIGATION NOTES AND LEGEND
IRRIGATION DETAILS
STORM DRAIN CULVERT OUTLET
IMPROVEMENT
~BURNS
~M~DONNE LL
9400 WARD PKWY
KANSAS CITY, MO 64114
(8 16) 333-9400
BIG C,ANYON RESTORATION
T ITLE SHEET
DESIGNED BY: DRAWN BY:
s . WEIS K. AN□RI ST CITY OF NEWPORT BEACH 1--c-_s_1 _11_-_1----1
CHECKED BY: DATE :
C. SNIDER 1112312016 PUBLIC WORKS DEPARTMENT SHEET 1 OF 22
EXISTING PIEZOMETER INFORMATION
CONSTRUCTION NOTES: PIEZOMETER NO. TOP OF NORTHING EASTING GW ELEV.
CD @ @ @ PHASE I TEMPORARY ROCK CHECK DAM PER CLEAN WATER BYPASS STRUCTURE (60") PER 6" PVC PIPE BEND. 67 SY OF 8" CONCRETE PAVEMENT AT CASING ELEV. 3/9/15
GENERAL NOTE 10 ON SHEET 1 AND DETAIL 6, CITY STD-401-L, SUBSTITUTE FRAME AND @ MAINTENANCE ROAD ENTRANCE PER CITY
SHEET 11. BOL TDOWN COVER WITH NEENAH R-2668 120 LF OF 10" SOLID PVC DRAINAGE PIPE STD-162-L. P-1 43.91 2175973.98 6066002.22 36.54
®
FRAME WITH TYPE B GRATE; WITHIN 2' FROM AREA B PER DETAIL 1, SHEET 10 @ P-2 49.6 5 2176311 .21
PHASE II TEMPORARY ROCK CHECK DAM PER OUTSIDE OF MANHOLE INSTALL 8" PUSH-ON (APPROX. 1.25% SLOPE FROM BOOT TO 2,064 SY OF 4" THICK, 3/4" CRUSHED 6066421 .20 40.62
GENERAL NOTE 10 ON SHEET 1 AND DETAIL 6, (SLIP-ON) GATE VALVE AND VALVE BOX WATER LEVEL CONTROL STRUCTURE). MISCELLANEOUS BASE TO LIMITS SHOWN ON P-3 49.33 2175865.57 6066182.06 35.50
SHEET 11. COVER WITH RISER ON 8" BYPASS PIPE PER @) PLAN .
CITY STD-511-L. UPSTREAM END SHALL PIPE BOOTS(@ LINER PENETRATIONS) PER
0 PHASE I SEDIMENT LOGS PER GENERAL NOTE INCLUDE 18" DIA. STUB INTO MANHOLE AND DETAIL 2, SHEET 9. FL= 41.40. @ 8" PUSH ON (SLIP ON) GATE VALVE AND VALVE
10 ON SHEET 1 AND DETAIL 5, SHEET 11, TYP. 18" X 12" TRANSITION PIPE FITTING TO @ BOX COVER AND RISER PER CITY STD-511-L.
CONNECT STUB TO EXISTING 12" UPSTREAM 40 LF OF 10" SOLID PVC DRAINAGE PIPE FROM
0 PHASE II SEDIMENT LOGS PER GENERAL NOTE LINE . SUBMIT SHOP DRAWING FOR BYPASS AREA A (APPROX 5.4% SLOPE FROM BOOT TO @ AC PATCH BACK.
10 ON SHEET 1 AND DETAIL 5, SHEET 11, TYP. STRUCTURE. WATER LEVEL CONTROL STRUCTURE). @
® @ @ 8" GATE VALVE WITH RISER AND VALVE BOX.
24" HOPE FLARED END SECTION WITH 8" HOPE 45 ° SWEEP, CORE DRILL EXISTING BIORETENTION RISER PIPE ASSEMBLY WITH
CONCRETE TOE WALL PER DETAIL 4, SHEET WOOD WALL FOR PIPE PENETRATION. CONCRETE PAD AND PIPE BOLLARDS PER @ POINT OF CONNECTION, CUT-IN WYE W/
10. @)
DETAIL 1, SHEET 10 AND DETAIL 5, SHEET 9. CONCRETE ENCASEMENT PER OCSD DESIGN
8" HOPE 22.5° BEND. @ AND CONSTRUCTION REQUIREMENTS,
® 37 LF 24" HOPE STORM PIPE. @
135 LF OF 6" PERFORATED PVC DRAINAGE STANDARD DWG. S-071, 6" 45° PVC BEND.
455 LF OF 8" HOPE CLEAN WATER BYPASS PIPE, AGGREGATE AND GEONET PER DETAIL
(jJ 18" DEPTH FACING CLASS RIP RAP. PIPE@ MINIMUM 0.5% SLOPE (ALL JOINTS AND 3, SHEET 9. (2) 6" PVC END CAPS AT *75 -98 NOT USED
FITTINGS CONNECTED WITH BUTT FUSION TERMINATION POINTS .
® 187 LF 12" GATED PVC PIPE PER DETAIL 1, WELDING). •
@ SHEET 11. 6" PVC 45° PIPE BEND , 6" PVC 45° PIPE BEND.
® CHANNEL BANK PIPE ANCHORS EVERY 1 O' TO @ ® 191 LF OF CONCRETE PAD SURFACE AND 15' OF PIPE PER DETAIL 7, SHEET 10. VEGETATED SOIL REVETMENT (VSR) PER
PIPE ANCHOR SYSTEM PER DETAIL 1, SHEET ®
DETAIL 4, SHEET 11.
11 . 8" HOPE WYE (45° BEND) WITH CLEANOUT, 8" @ HDPE 45° SWEEP. 3 LEVELS OF BOULDER CHANNEL STEP DOWN
@ 3.5'H x 3.5'W X 1'D END WALL AROUND PVC @
PER DETAIL 4, SHEET 12 (APPROX 8-12 LF PER
PIPE OUTLET PER DETAIL 1, SHEET 9. 8" HDPE WYE (45° BEND) WITH CLEANOUT, 8" LEVEL).
HOPE 45° SWEEP -WRAP CORNER WITHIN 1'
@ 41 LF OF 15" PVC PER CITY STD-106-L. OF EDGE OF CULVERT ® 551 SY OF DECOMPOSED GRANITE ACCESS
ROAD/WALKING TRAIL PER DETAIL 8, SHEET 9.
® ® WATER LEVEL CONTROL STRUCTURES (2), C.M.P PIPE ANCHORS EVERY 10' TO 15' OF @ ® CONCRETE PAD, BOLLARDS , AND CONCRETE PIPE PER DETAIL 6 ON SHEET 10, PROVIDE 10" x 10" PVC TEE AND (2) 10" X 6" PVC SLOPE CONCRETE LINING WITH INTEGRAL
ANCHORS PER DETAIL 1, SHEET 9. ANCHOR WITHIN 2' AT BEGINNING AND END OF REDUCERS. COLOR PER DETAIL 1, SHEET 22 .
@
CULVERT. @ § 25 LF OF 1 O" PVC PER CITY STD-106-L AND 1 0" @
BIORETENTION CELL INTERMEDIATE BERM BASIN CONCRETE LINING TO LIMITS SHOWN
PVC 45° BEND. 8" HOPE CLEANOUT, 8" HOPE 90° SWEEP -WITH COMPACTED SOIL AND GEOMEMBRANE ON PLAN AND PER DETAIL 1, SHEET 22.
WRAP CORNER WITHIN 1' OF EDGE OF LINER.
@ 15" X 10" PVC WYE AND 15" X 10" PVC CULVERT. @ § 6" CONCRETE OVER 6" AB ACCESS ROAD,
REDUCER. 8" NYLOPLAST STANDARD GRATE INLET, PVC WIDTH PER PLAN AND DETAIL 2, SHEET 22 .
@ ® ANCHOR PIPE TO CONCRETE BENCH AS DRAIN, FL (IN)= 37.95 . s 22 LF OF 10" PVC PER CITY STD-106-L. DETAILED ON SHEET 22. @ 3-FT THICK, 1 /2-TON ROCK SLOPE
DEPRESS DRAIN PIPE FLOW LINE 0.5" BELOW PROTECTION PER PLAN AND CAL TRANS
@ 35 LF OF 18" HOPE (SMOOTH, SOLID WALL). CONCRETE BOTTOM SURFACE, SLOPED TO METHOD B PLACEMENT
@
DRAIN. FINISH CONCRETE SUCH THAT GRATE 1§ 45° 18" SOLID WALL HOPE PIPE BEND. MAY BE REMOVED FOR PIPE CLEANING. STILLING BASIN END WALL PER PLAN AND
@ @ DETAILS 3, SHEET 22
18" TO 12" HOPE PIPE REDUCER (ECCENTRIC @ 8" PVC 22.5° BEND, 8" PVC 11 .25 ' BEND 8 WITH CONTINUOUS FACE ALONG FLOW LINE). 8" HOPE 45° PIPE BEND AND CLEANOUT. DIVERSION ASSEMBLY RETAINING WALL PER
@ @ @ PLAN AND CAL TRANS RETAINING WALL TYPE 1
12" HOPE TO PVC TRANSITION. INATER QUALITY UNIT PER DETAIL 2, SHEET 12. 22 LF OF 8" PVC PIPE PER CITY STD-106-L. (CASE 1) STANDARD PLAN B3-1A.
NOTE: SUBSTITUTE STANDARD FRAME AND @ @ 12 LF 12" SOLID PVC (CONNECT TO 12" PVC COVER WITH GMI 2600 COMPOSITE FRAME @ TOP OF SLOPE PCC RETAINING WALL PER
GATED PIPE). AND COVER (INITH LOCKS AND GASKET). 5' X 3' BAFFLE BOX PER DETAIL 1, SHEET 12, PLAN AND DETAILS 4, SHEET 22.
@ @
CONNECT 8" PVC PIPE AT EACH OPENING, TOP 8 REINFORCED CONCRETE ENCASEMENT STORM DIVERSION MANHOLE STRUCTURE (NE EL= 44.0. RETAINING WALL SKATE BOARD STOPS 36"
AROUND 45° BEND AND 18" TO 12" REDUCER. DIVERSION) PER CITY STD-401-L. SAW-CUT O.C. PER MANUFACTURER'S
CONCRETE SHALL EXTEND 6" FROM ALL EXISTING 24" PIPE TO WITHIN 4" OF INSIDE OF @ SEEP WATER DIVERSION VAULT PER CITY RECOMMENDATIONS.
SIDES OF PIPE AND BEYOND JOINTS . MANHOLE STRUCTURE WALL (ON THE STD-401-L AS MODIFIED PER DETAIL 7 ON
REINFORCEMENT CAGE SHALL BE PROVIDED UP-GRADIENT SIDE), REMOVE AND DISPOSE SHEET 11.
WITH #3 BARS AT 12" 0 C., PROVIDING 2" CLR OF EXISTING PIPE DOWN-GRADIENT. @) ON ALL FACES. SUBMIT CAGE DETAIL FOR @
8" PVC GATE VALVE & 5 LF 8" PVC PIPE.
REVIEW PRIOR TO CONSTRUCTION. 12" PVC THREADED CLEAN OUT END CAP @ (MALE BOSS), IF END CAP TRANSITION/FITTING 6" NEPTUNE TRU/MAG METER WITH (2) 6" X 8"
@ 92 LF OF 12" HDPE STORM PIPE. IS REQUIRED PROVIDE RESTRAINED JOINT PVC REDUCERS.
FITTING OR PROVIDE ANCHOR JUST
@ 91 LF OF 15" HDPE STORM PIPE. DOWNSTREAM OF FITTING BELL TO PREVENT ® 6" SPEARS BACKFLOW PREVENTER VALVE.
JOINT SEPARATION.
@ 46 LF OF 24" HOPE STORM PIPE. @ @ 91 LF OF 6" PVC PIPE PER CITY STD-106-L
@
CLEAN WATER BYPASS END WALL (2.75'H x
STORM DIVERSION BOX STRUCTURE (SW 2.75'W x 1'0) PER DETAIL 6, SHEET 9. @ STORM DIVERSION) PER DETAIL 3, SHEET 12. NOT USED
REMOVE AND DISPOSE OF EXISTING 24" @ GEOCOMPOSITE AND HOPE GEOMEMBRANE
FLARED END SECTION . LINER SYSTEM FOR AREAS A AND B PER
@)
DETAIL 4, SHEET 9. APPROXIMATELY 2100 SY @ 2' DEPTH, 12' WIDE VEGETATED TRIANGULAR (PLAN METRIC). 14' MAINTENANCE ROAD ENTRANCE GATE
CHANNEL WITH 3H:1V SIDESLOPES. @
WITH PEDESTRIAN ACCESS GATE PER DETAIL
@
135 LF OF 6" PERFORATED PVC DRAINAGE 2, SHEET 10.
1' DEPTH, 6' WIDE VEGETATED TRIANGULAR PIPE, AGGREGATE AND GEONET PER DETAIL
CHANNEL WITH 3H:1V SIDESLOPES. 3, SHEET 9. (2) 6" PVC END CAPS AT
TERMINATION POINTS.
PREPARED BY : REVISIONS APPROVED
NO. DATE BY APPROVED BIG CANYON RESTORATION
•
~
BURNS
~ MSDONNELL
CONSTRUCTION NOTES
• 9400 WARD PKWY DATE:
KANSAS CITY, MO 64114 DESIGNED BY: DRAWN BY:
(816) 333-9400 B.WEIS K. ANDRIST CITY OF NEWPORT BEACH C-8111 -1
Z:\CLIENTS\ESP\NPBEACHCA\83234_BIGCYNTRTWEnDESIGN\ENVIRO\REMEDIATION\CADICONSTRUCTION DOCUMENTS\83234_2 CONSTRUCTION NOTES.DWG 7/1812016 1 :55 PM KLANDRIST
CHECKED BY: DATE :
C. SNIDER 06/24/2016 PUBLIC WORKS DEPARTMENT SHEET 2 OF' 22
' ,,;: , ' '(''' : ' ~~7,
\
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/ (~~
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EXISTIN
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9400 WARD PKWY
KANSAS CITY. MO 6411 4
(816) 333-9400
,
I
/
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.-'; .',::'-~ ' ·, <·,, I ·-> <-. . -.._ .. '·
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DATE:
/,
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DESIGNED BY: DRAWN BY:
l--+--+--+------------+------11--=c,;,Bc:,,-W~E"'IS"--+cK->!,'.;;,..A"-'N"'D'""R"'IS"-'T'--1
l--l---+--+-----------------.1------ICHECKED BY: DATE :
C. SNIDER 06/24/2016
NOTE
1. GROUNDWATER ELEVATIONS IN PIEZOMETERS
TAKEN MARCH 19, 2016.
THI S ELEVATION SURVEYED WITH NAVO 88
DATAUM, NOT RE LATIVE TO SURROUNDING
CONTOURS DENOTED WITH AN ASTERISK,
SEE SURVEY BOUNDARY NOTE, THIS SHEET,
AND GENERAL NOTE 9 ON COVER SHEET.
20' 40' 80'
SCALE IN FEET
EXISTING CONDITIONS
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-8111-1
SHEET 3 OF 22
•
APPROX. LIMITS
OF DISTURBANCE
Z:\CLIENTS\ESP\NPBEACHCA\83234_BIGCYNTRTWEnDESIGN\ENVIRO\REMEDIATION\CADICONSTRUCTION DOCUMENTS\83234_ 4 SITE PLAN DWG 7/18/2016 3:28 PM KLANDRIST
9400 WARD PKWY
KANSAS CITY, M064114
(816) 333-9400
DATE:
DESIGNED BY: DRAWN BY:
l---+---+----l--------------1------11--,,,,B.,_. W=E,..,IS,__1.cK,,_ . .::..:Ae..:Nc::::D.:..:R"-'IS:..:T-1
l--+--4----<1----------------<1----~•CHECKED BY: DATE : C. SNIDER 06/24/2016
0 20' 40'
SCALE IN FEET
SITE PLAN
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
80'
C-8 111-1
SHEET 4 Of 22
I
APPROX LIMITS
OF OIST\JRBANCE
CONSTRUCTION ACCESS
ROUTE FROM BACK BAY
DRIVE SEE LOCATION
MAP SHEE'l 1
-BEGIN POST CONSTRUCTION
OVERLAY AT MANHOLE LOCATION
I 1 I \ I I
I I I \ \
I
\ \
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\
\ \ I I I
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-NORTH TRAIL (42. 'MOTH/NI C
VEGEiATEO SOIL LIFT
REVETMENT TYP SEE
DETAIL 4 SHEET 11 -
' ·-SEEP WA.
ASSEMBL
TO SANIT,
"\_ CLEAN WAT!
PIPE TO BIO:
-APPROX. LIMtn
OF OlSTURBAN<
r-:PROX. EXISTING
/ CRE~1~L~~~~ j
PIEZOMETER P•l I
TO BE ABANDONED ,11
(BY OTHERS NICI -y/
,,✓
' ' ' ' ' ,,~
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,;;
\__ TRAJL ACCESS AAMP
BIORETENTION 7 OUTLET PIPE'\
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I \ ,, I
NEWH
REATIO s
I ,( \ STORMWATER DIVERSION
/ I
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\ PIPES TO TREATMENT SYSTEM
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I \._ IRRIGATION CONTROLLER
/ I SEE SHEET~ 18-21
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/ \. \. HIGH FLOW BYPASS
/ TO CREEK ,;;,
,/ \ <f
,,1. ,,
STORM
DRAINAGE
CULVERT
I /
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,1,1 MAINTAJN 15'
/ BENCH FROM
/ TOE OF SLOPE
/ I
I I
I ( \.. APPROX LIMITS ~
,/ \ OF OIST\JRBANCE ~
/ \ ~ ~o ,{ # / ~
-MAJNTE.NANCE ROAD t
TRAIL CONNECTION
EXISTING PIEZOMETER P-3
PROTECT IN PLACE
APPROX. LIMITS OJ= S01L BORROW AREA'
'NOTE SOIL BORROW AREA SHAU BE EXCAVATED IN SUCH A 1.tANNER
THAT MAXJMUM lH IV SLOPES REMAIN ALL AREAS SHALL BE GRADED TO ORAJN, ANO MAXIMUM CUT DEPTH SHALL BE 6 FEET FROM EXISTING
GROUND SUR<ACE IN ANY GIVEN AREA
~:::,
I
' ,
> I
'--i" Of
tl6 "•
I "-,
\ "
-APPROX LIMITS
OF DISTURBANCE
-. NEW MAJNTENANCE
PREPARED BY C ~\I',
f •
Q
"
\
r
Z:\CLIENTS\ESP\NPBEACHCA\83234 BIGCYNTRTWET\DESIGN\ENVIRO\REMEDIATION\CAD\CONSTRUCTION DOCUMENTS\83234_5 EROSION CNTRL PHASING PLAN.DWG 10/17/2016. 5:37 PM KLANDRIST
PREPARED BY :
~BURNS
~M£DONNELL
9400 WARD PKWY
KANSAS CITY, MO 64114
(816) 333-9400
REVISIONS APPROVED
NO. DATE BY A PPROVED
DATE:
DESIGN ED BY: DRAWII BY:
t---+--+----11---------------11-------1 B. WEIS K. ANDRIST
t-=~----+-------1 1--+-----i"'"""-+----------------➔-------1CHECKED BY: DATE : C. SNIDER 06/24/20 16
CONSTRUCTION NOTES:
0
0
PHASE I TEMPORARY ROCK CHECK DAM PER
GENERAL NOTE 10 ON SH EET 1 AND DETAIL 6,
SHEET 11.
PHASE II TEMPORARY ROCK CHECK DAM PER
GENERAL NOTE 10 ON SHEET 1 AND DETAIL 6,
SHEET 11.
PHASE I SEDIMENT LOGS PER GENERAL NOTE
10 ON SHEET 1 AND DETAIL 5, SHEET 11, TYP.
PHASE II SEDIMENT LOGS PER GENERAL NOTE
10 ON SHEET 1 AND DETAIL 5, SHEET 11, TYP.
D 20' 40' 80'
SCALE IN FEET
BIG CAN YON RESTORATION
EROSI ON CONTROL PHASI NG PLAN
CITY OF NEWPORT BEACH
PUBlJC WORKS DEPARTMENT
C-8 11 1-1
SHEET 5 OF 22
I
/
14 SY
\
0
• '-FL= 39.25
FL= 39.00
/
/ CON STRU CTION NOTES
®
C.M P PIPE ANCHORS EVER Y 10' TO 15' OF
PIPE PER DETAIL 6 ON SHEET 10, PROVIDE
ANCHOR WITHIN 2' AT BEGINNING AND END OF
CULVERT.
ffi
8" HOPE 45° PIPE BEND AND CLEANOUT.
WATER QUALITY UNIT PER DETAIL 2, SHEET 12.
NOTE: SUBSTITUTE STANDARD FRAME AND
COVER WITH GMI 2600 COMPOSITE FRAME
AND COVER (WITH LOCKS AND GASKET).
STORM DIVERSION MANHOLE STRUCTURE (NE
DIVERSION) PER CITY STD-401-L. SAW-CUT
EXISTING 24" PIPE TO WITHIN 4" OF INSIDE OF
MANHOLE STRUCTURE WALL (ON THE
UP-GRADIENT SIDE), REMOVE AND DISPOSE
OF EXISTING PIPE DOWN-G RADI ENT.
12" PVC THREADED CLEAN OUT END CAP
(MALE BOSS), IF END CAP TRANSI TION/FITTING
IS REQUIRED PROVIDE RESTRAINED JOINT
FITTING OR PROVIDE ANCHOR JUST
DOWNSTREAM OF FITTING BELL TO PREVENT
JOINT SEPARATION.
CLEAN WATER BYPASS END WALL (2.75'H x
2.75'W x 1'0) PER DETAI L 6, SHEET 9.
8" GATE VALVE WiTH RISER AND VALVE BOX.
@
®
@
@
@
24" HOPE FLARED END SECTION WITH
CONCRETE TOE WALL PER DETAIL 4, SHEET
10.
37 LF 24" HOPE STORM PIPE.
18" DEPTH FACING CLASS RIP RAP .
187 LF 12" GATED PVC PIPE PER DETAIL 1,
SHEET 11.
191 LF OF CONCRETE PAD SURFACE AND
PIPE ANCHOR SYSTEM PER DETAIL 1, SHEET
11.
3.5'H x 3.5'W X 1'0 END WALL AROUND PVC
PI PE OUTLET PER DETAIL 1, SHEET 9.
41 LF OF 15" PVC PER CITY STD-106-L.
WATER LEVEL CONTROL STRUCTURES (2),
CONCRETE PAD, BOLLARDS, AND CONCRETE
ANCHORS PER DETAIL 1, SHEET 9.
25 LF OF 10" PVC PER CITY STD-106-L AND 10"
PVC 45" BEND.
15" X 10" PVC WYE AND 15" X 10" PVC
REDU CE R.
22 LF OF 10" PV C PER CITY STD-106-L.
35 LF OP 18" HOPE (SMOOTH, SOLID WALL).
45° 18" SOLID WALL HOPE PIPE BEND.
18" TO 12" HOPE PIPE REDUCER (ECCENTRIC
WITH CONTINUOUS FACE ALONG FLOW LINE).
12" HO PE TO PVC TRANS ITION.
12 LF 12" SOLID PVC (CONNECT TO 12" PVC
GATED PIPE).
REINFORCED CONCRETE ENCASEMENT
AROUND 45° BEND AND 18" TO 12" REDUCER.
CONCRETE SHALL EXTEND 6" FROM ALL
SIDES OF l"IPE AND BEYOND JOINTS.
REINFORCEMENT CAGE SHALL BE PROVID ED
WITH #3 B/\RS AT 12" O.C., PROVIDING 2." CLR
ON ALL FACES, SUBMIT CAGE DETAIL FOR
REVIEW PRIOR TO CONSTRUCTION.
92 LF OF 12" HOPE STORM PIPE.
91 LF OF 15" HO PE STORM PIPE.
46 LF OF 24" HOPE STORM PIPE.
STORM DIVERSION BOX STRUCTURE (SW
STORM DIVERSION) PER DETAIL 3, SHEET 12.
REMOVE AND DIS POSE OF EXISTING 24"
FLARED END SE CTION.
2' DEPTH, 12' WIDE VEGETATED TRIANGULAR
CHANN EL WITH 3H:1V SIDESLOPES .
1' DEPTH, 6' WID E VEGETATED TRIANGULAR
CHANNEL WITH 3H :1V SIDESLOPES.
CLEAN WATER BYPASS STRUCTURE (60") PER
CITY STD-401 -L , SU BSTITUTE FRAME AND
BO L TDO WN COVER WITH NEENAH R-2668
FRAME WI TH TYPE B GRATE; WITHIN 2'
OUTSIDE OF MANHOLE INSTALL 8" PUSH-ON
(SLIP-ON) GATE VALVE AND VALVE BOX
COVER WITH RISER ON 8" BYPASS PIPE PER
CITY STD-511-L. UPSTREAM END SHALL
INCLUDE 18" DIA. STUB INTO MANHOLE AND
18" X 12" TRANSITION PIPE FITTI NG TO
CONNECT STUB TO EXISTING 12" UPSTREAM
LINE. SUBMIT SHOP DRAWING FOR BYPASS
STRUCTURE.
8" HOPE 45° SWEEP, CORE DRILL EXISTING
WOOD WALL FOR PIPE PENETRATION.
8" HOPE 22 .5° BEND.
455 LF OF 8" HOPE CLEAN WATER BYPASS
PIPE@ MINIMUM 0.5% SLOPE (ALL JOINTS AND
FITTINGS '~ONNECTED WITH BUTT FUSION
WELDING).
CHANN EL BANK PIPE ANCHORS EVERY 10' TO
15' OF PIPE PER DETAIL 7, SHEET 10.
BIG CAI\IYON RESTORATION
DRAINAGE PLAN
' .... t -
' :-• '2.
v. p""
~\ r,Cci
I /
/ /
/
I
/
/ /
50.5 FS /
' I
I
3g TOP EL. = 51 .75
FL (IN)= FL (OUT)= 47.C
N: 2176165.13
E: 6066332 .89
(TO CENTER)
/"1
11 -z, _,,,,~ ,,••·. ----
, , -,, ; ~.~ ___ ~_:_:-_-<-:··-,_---
/ .-· • -~-
/~~
\
• · GRADE AREA I
. .-~r<J DRAIN • ·
I
FL= 43
\
....._
~---,;;;~\; • •• ___ _
'•·, •• ,,, __ .411· ... ____ ............
~ s sy· ? ', ,f; lr-1 _ <S' \
0 J, •.. <J /', l'\ ~ I
--· •
...... -· ,•. _ ......
,;-. .-·· / _..... .. .... •
/' .............. :
-·· . ...-.
_ ..... -· .
FL= 42.50 -------
/FL= 45.75 .·
16
' 7~/. ~.6
~-/
--r------A~
/
/
21 76364.91
2176292.24
2176293 .08
I
I [TI] 2176294.04
2176372.48
217628 5.34
[§I 2176100.18 6066113.69 -.. 2176266.78
@fil 2176238.49
21 76206.34
APPROVED
RGS
RGS
DATE:
Z:ICLIENTS\ESPINPBEACHCA\83234_BIGCYNTRTVVET\DESIGN\ENVIROIREMEDIA TIONICAD\CONSTRUCTION DOCUMENTS\83234_7 BIORETENTION CELL AND HORIZONTAL CONTROL PLAN.DWG 11 /2112016 7:33 PM BWEIS
6066371.09
6066369.63
6066414.44
6066418.57
6066398.23
6066311.03 ..
6066306.14
6066279.04
6066168.98
GEOCOMPOSITE AND HOPE. GEOMEMBRANE
LIN ER SYSTEM FOR AREAS A AND B PER
DETAIL 4, SHEET 9. APPROXIMATELY 2100 SY
(PLAN METRIC).
135 LF OF 6" PERFORATED PVC DRAINAGE
PIPE, AGGREGATE AN D GEONET PER DETAIL
3, SHEET 9. (2}6" PVC END CAPS AT
TERMINATION POINTS.
PIPE BOOTS (@ LINER PENETRATIONS) PER
DETAIL 2, SHEET 9. FL= 41.40.
40 LF OF 10" SOLID PVC DRAINAGE PIPE FROM
AREA A (APPROX 5.4% SLOPE FROM BOOT TO
WATER LEVEL CONTROL STRUCTURE).
BIORETENTION RISER PIPE ASSEMBLY WITH
CONCRETE PAD AND PIPE BOLLARDS PER
DETAIL 1, SHEET 10 AND DETAIL 5, SHEET 9.
135 LF OF 6" PERFORATED PVC DRAINAGE
PIPE, AG GREGATE AND GEONET PER DETAIL
3, SHEET 9. (2) 6" PVC END CAPS AT
TERMINATION POINTS.
6" PVC 45° PIPE BEND, 6" PVC 45' PIPE BEND.
VE GETATED SOIL REVETMENT (VSR) PER
DETAIL 4, SHEET 11.
3 LEVELS OF BOULDER CHANNEL STEP DOWN
PER DETAIL 4, SHEET 12 (APPROX 8-12 LF PER
LEVEL).
551 SY OF DECOMPOSED GRANITE ACCESS
ROAD/WALKING TRAIL PER DETAIL 8, SHEET 9.
10" x 10" PVC TEE AN D (2) 10" X 6" PVC
REDU CERS .
BIORETENTION CELL INTERMEDIATE BERM
WITH COMPACTED SOIL AND GEOMEMBRANE
LINER
2,064 SY OF 4" TH ICK, 3/4" CRUSHED
MISCELLANEOUS BASE TO LIMITS SHOWN ON
PLAN.
40'
BIG CAN YON RESTORATION
BIO RETENTION CELL AND HORIZONTAL CONTROL
PLAN
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-81 11-1
SHEET 7 OF 22.
I
\ \ \. '·1
• c::>
\ \ '--·
~----1
·~.:.,:-..
.,. ,.,,-··
,<
GRA.Dt ARtA.
106 . · · -
0
SY
~qi) f!Vf!_:f?_
S"8;TJorr fl--f!
•
•
I 60-,
[ JA~~()R~~ R()A[) . _ _ _ ·-·
-----\ I VEGETATEDSOIL
5Sc----\ LIFT REVETMENT
\
SECTION G)
I I I I I I TOP OF BERM = 48.1 d PROPOSED GRADE
50-- - -----50
SANITARY SEWER --LI -,i°~ =!% i ----
' ---• -----BIORETENTION CELL
ACCESS ROAD __ _L __ / SURFACE
45c-------· ------·-··· --45
NEW HABITAT_ __ -___ -_, ~ BIORETENTION CELL
/ "' -_,,.,---LINER SURFACE
CREATIONAREA~---:::.·-:.=~ -J--"-----x -=
40---I ---40
-' ---------------EXISTING GRADE
I
' --,--1-
35c--I ---------· '
o♦'oo 0)50
SECTION
-35 1 ♦'00 1 ♦'25
VERIFY LOCATION OF
EX. SANITARY SEWER
EB
Z:\CLIENTS\ESP\NPBEACHCA\83234 BIGCYNTRTWETIDESIGN\EN\/IRO\REMEDIATION\CAD\CONSTRUCTION DOCUMENTS\83234 8 SECTIONS.DWG 7114/20 16 3 00 PM KLANDRIST -' -
70-1 ·-If _JAMBOREE ROAD - --~-----
.I
,._,_J
I •------1 .....
I
50-
45c--.
40-
\ ··---·--···-----··••-· -,---·-···-·---·-···•-·---·-····---------·--···-···----·--··----·· __ ,,,_ ---.,..---____ ,,, __ ., ... -
1 \
I
\
\
\ - I \
\
-__ ,, _______ .... -j-.
-·-· -, __ ---------·-----t" ··-----·-
I )
i __ -
i SWALE DRAINING TO NEW ---
HABITAT CREATION AREA -- -
I ----,_ _ t1 TOP OF BER~ ~-48: 1 __ _
20/0 % ---_,_ 'CJO/o ;-20
-0 ~ ----%
I
I
_,, __ ,._, __ T ..
I
• PROPOSED GRADE
-.. ~-•• i
f -----... I
r-----------------------=;-7 -----~-----·----------------~--
BIORETENTION CELL --BIORETENTION CELL
LINER (BOTTOM EL= 42 5) --(SURFACE EL = 45.5)
EXISTING BIG
CAN YON CREEK
FLOWLINE
I 1+50
SECTION
VEGETATED SOIL
LIFT REVETMENT
I
50-r-
-1
-I -
-I
45c--l· --\
-. \
= 1-··· \ /
40-1-
o♦'oo
EX. BIG CANYON
CREEK FLOWLINE
SECTION
EB
1--50
---45
I'
j EXISTING GRADE
I
-i --40
I' PROPOSED GRADE 0+75
EB
PREPARED BY: REVISIONS
~BURNS
"-M£DONNELL
NO. DATE BY
I ,-70
I
1-1
---65
--55
,,--50
-45
---40
APPROVED
APPROVED
DATE:
DESIGNED BY: DRAWN BY:
9400 WARD PKWY
KANSAS CITY, MO64114
(816) 333-9400 1---+---+--+-------------+-----1 B. WEIS K. ANDRIST
CHECKED BY: 'DATE : 1---+---+--+-------------+-----1 C. SNIDER 06/24/2016
NOTE:
1. SECTIONS SHOWN ARE APPROXIMATE .
HORIZO NTAL
VERTICAL
0
0
25'
SCALE IN FEET
5'
SCALE IN FEET
50'
1 O'
BIG CANYON RESTORATION
SECTIONS
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-8111 -1
SHEET 8 OF 22
I ;
f
-------\
\
1
\
/,
_,/
------
V~il;
}?/}
1 o/L
SNlE-cT 7
END WALL, 3.5'H x 3.5'W x 1 'D
(CENTER PIPE HORIZONTALLY
IN WALL, VERTICAL BARS@ 8" O.C.)
6"TOPSOIL
WATER LEVEL CONTROL
STRUCTURE PER NOTE 3 30"
(MIN.)
BOLLARDS AS SHOWN ~
IN PLAN VIEW ~
CROWN OF ~ERM = 48.1
(NON-PAVED AREAS)
TOP OF BERM EL= 48.0
6"TOPSOIL
EL =45.5-~
ANCHOR TRENCH -.___ 12"
12.5' X 5' X 6" ~'
CONCRETE PAD ~ I X _,_-11 ~ ~ xxx-
COMPACTED SOIL BERM__/ 12"• I 1 ·, 111 11 -
l
-
1
111
1
11w111w11 1-1 1
WATER LEVEL CONTROL
STRUCTURE WIER (STOP LOGS)
INITALLY SET AT EL= 43.5
-1 -"EDGE OF LINER" -
=:I I i-LOCATIONAS / ////
SHOWN ON SHEET 7 / / ////,
BIORETENTION
CELL AREA A
10" PVC
BIORETENTION SOIL
MEDIA
GRAVEL PIPE BEDDING
EXTRUSION WELD
SKIRT TO PANEL (TYP.) \
1 O" DIA. SOLID
PVC PIPE
EXTR USION
WELD PIPE
SLEEVE TO
PIPE SKJRT
EXTRUSION
WELD
40 MIL HOPE GEOMEMBRANE
TYPICAL PIPE BOOT DETAIL
NOTTO SCALE
#316 S.S . BANDS
SEAL WITH SILICONE CAULKING
MATERIAL OR EQUIVALENT TO
FORM A WATERTIGHT SEAL
EXTRUSION WELD
SKIRT TO PANEL (TYP.)
., 2 ... I 2 -.,
... -~ ... 7 " '
REINFORCEMENT
BARS, #5 TYP. 0" p\/C
AREA A DRAIN PIPE -1 NOTES:
SINGLE-SIDED ~ GEOCOMPOSITE (FABRIC UP)
FL= 39.25
RIPRAP
AREA B DRAIN PIPE -10" PVC -2 ~---------------------
/ / / / '5 //// /,/ ~ //?/,//////, 40 MIL GEOMEMBRANE
PREPARED SUBGRADE
1'
MIRAFII FW300
WOVEN GEOTEXTILE
OR ENGINEER
APPROVED EQUAL
15" X 10" WYE
FL= 39 75 ±
NOTES:
15" X 10"
ECCENTRIC
REDUCER
FL IN= FL OUT= 40.15
BIORETENTION CELL
OUTLET SYSTEM
NOTTO SCALE
1. INSTALL PIPE BOLLARDS TO PROTECT WATER LEVEL CONTROL STRUCTURE AS SHOWN IN PLAN VIEW AND
IN DETAIL 5, THIS PAGE .
2. AREA A DRAIN PIPE AND WATER LEVEL CONTROL STRUCTURE SHOWN, CONSTRUCT AREA B DRAIN AND
WATER LEVEL CONTROL STRUCTURE IN A SIMILAR MANNER.
3. WATER LEVEL CONTROL STRUCTURES SHALL BE AGRIDRAIN INLINE WATER LEVEL CONTROL STRUCTURES
WITH A MINIMUM OF ELEVEN (11) 5" STOP LOGS INCLUDED WITH EACH STRUCTURE.
1" CLEAN (WASHED)
WELL ROUNDED ROCK
6" DIA. PERFORATED
PVC DRAINAGE PIPE
SEE NOTE 4
BIORETENTION SOIL
MEDIA
(VARIES , 30" MIN.)
to
to
.... , ...... ,:· .. ,., ,,,. ·. ON DRAWING 7) , ... --... , ,.... . .
.3' 1' ,."~~•·:•> :=:L,••::!. t)·; ~ -~~<~'.~ ,::.~ ~~•:: ~-:..::.:_ ... ;;.:,:~--~-~~.:::>,:;):~ ~l:.:; ~:-·• .. ~.,,_• ;', ~/\,•'.:-~~,,,,.:, 'Vyv-:~~
6" CLEAN SAND
LAYER
SINGLE-SIDED
GEOCOMPOSITE
(FABRIC UP) GEONET
SEE NOTE 1
xxxxxxxxxx w~
TYPICAL BIORETENTION CELL
PERFORATED DRAIN PIPE
SECTION
NOTTO SCALE
1.....---6" PREPARED
SUBGRADE
SEE NOTE 2 SINGLE-SIDED
GEOCOMPOSITE
(FABRIC UP)
EB
40 MIL HOPE
GEOMEMBRANE LINER
FL= 42.50
RIPRAP
'I
REINFORCEMENT
BARS, #5 TYP.
8" HOPE
NOTES:
1. INSTALL MINIMUM 3' WIDTH GEONET (OR EXCESS GEOCOMPOSITE WITH
GEOTEXTILE REMOVED), CENTERED UNDER PIPE.
W'E1111fl:f:ffi11.!.......:~~ 2" CLR., TYP . ALL BARS
f------1 END WALL, 2.75'H x 2.75'W x 1'0
(CENTER PIPE HORIZONTALLY
IN WALL, VERTICAL BARS @8" O.C.)
BIORETENTION CELL TYPICAL
SECTION
NOTTO SCALE ~ 10
BIORETENTION
CELL AREA A
VARIES ~~'}j~M,
CONSOLIDATED
AGGREGATE
3" MIN . (ALL SIDES)
EL = 45 .5
BIORETENTION SOI L
MEDIA
ELEVATION VARIES
1. USE S S BANDS TO CLAMP LINER TO PIPE AFTER APPLYING
MANUFACTURER RECOM MENDED LINER-TO-PIPE SEALANT LI BERALLY
AROUND ENTIRE AREA TO BE CLAMPED .
2. CONSTRUCT LINER PENETRATION IN ACCORDANCE WITH
MANUFACTURER'S RECOM MENDATIONS .
3. PIPE SLE EVE AND SKIRT SHALL BE FIELD-FABRICATE D USING 40 MIL
HOPE GEOMEMBRANE.
4. COVER GEOM EMBRANE WITH GEOCOMPOSITE.
ROUNDED CONCRETE TOP --
6" STD WT GALVANIZED STEEL
PIPE CONCRETE FILLED FINISH
COLOR SAFETY YELLOW ___ _,,
..__ __
··• -.-
. .
SAND LAYER
SINGLE SiDED
GEOCOMPOSITE
FINISH GRADE ~~11' • 11-,;~~=l= ·,
ELEVATION VARIES, SLOPED
TO DRAIN -SEE SHEET 7 FOR
SUBSURFACE GRADING PLAN
PREPARED SUBGRADE
40 MIL HOPE
4000 PSI CONCRETE
INSTALLED PER ACI
. .
• ,". :• ... "-+----+-
to
1 18" DIA. I
GEOMEMBRANE (SMOOTH) TYPICAL PIPE BOLLARD
DETAIL
NOTTO SCALE (};XI) 7
BIORETENTION SOIL
MEDIA
6" CLEAN SAND LAYER
SINGLE-SIDED
GEOCOMPOSITE
40 MIL HOPE
GEOMEMBRANE
1 O" DIA. SOLID PVC
NOTE:
FIRST COAT IS TO BE ALKYD PRIMER AT MIN 40% SOLIDS BY
VOLUME. SECOND AND THIRD COATS ARE TO BE ALKYD GLOSS
ENAM EL MIN 40% SOLIDS BY VO LUME. EACH COAT APPLIED AT
1.5 MILS MIN DRY.
4" DECOMPOSED
GRANITE WITH BINDER \
NATIVE FILL \
2% d 2% I',,
4" CRUSHED
MISCELLANEOUS BASE
BENDER BOARD
DECOMPOSED GRANITE ACCESS
ROAD/WALKING TRAIL DETAIL
NOTTO SCALE
NOTES: 2. OVERLAP EACH OF THE GEOCOMPOSITE LAYERS (FABRIC SIDE UP)
OVER'THE GEOCOMPOSITE CUSHION LAYER (SEE NOTE 1) BY A
MINIMUM OF 1 FOOT. SECURE THE GEOCOMPOSITE LAYERS BY TYING
THE GEONET LAYERS TOGETHER USING ZIPTIES EVERY 1 LINEAR FOOT.
3. PLACE A GEOTEXTILE SEPARATION LAYER OVER THE AGGREGATE, AND
OVERLAP THE GEOTEXTILE WITH THE GEOCOMPOSITE BY A MINIMUM
OF 1 FOOT.
CLEAN WATER BYPASS OUTLET
END WALL Q) BIORETENTION CELL AREA
B DRAIN PIPE SECTION 7
1. DECOMPOSED GRANITE LAYER SHALL BE CONSTRUCTED IN 2"
LIFTS PER REQUIREMENTS OF SPECI AL PROVISIONS, EACH LIFT
SHALL BE COMPACTED TO 95% DENSITY.
2. BACKFILL ADJACENT AREAS TO BE FLUSH AND WELL
COMPACTED AGAINST EDGE OF ACCESS ROAD (AS TO
CONTAIN DISINTEGRATED GRANITE LAYER). 4. BIORETENTION SOIL MEDIA (BSM) TOP OF SOIL ELEVATION SHALL BE A
CONSTANT ELEVATION WITH NO SLOPE.
I Z:\CLIENTS\ESP\NPBEACHCA\B3234_BIGCYNTRTWETiDESIGN)ENVIRO\REMEDIATION\CAD\CONSTRUCTION DOCUMENTS\B3234_9 CIVIL DETAILS SHEET 1.DWG 8/11/2016 6:45 AM BWEIS
NOTTO SCALE
PREPARED BY :
~BURNS
~M£DONNELL
9400 WARD PKWY
KANSAS CITY, MO64114
(816) 333-9400
NOTTO SCALE 10
REVIS IONS APPROVED
NO. DATE BY APP ROVED
DATE:
DESIGNED BY: DRAWN BY:
t--+--+--,t-------------,t------1 B. WEIS K. ANDRIST
CHECKED BY: DATE :
C. SNIDER 06/2412016
BIG CANYON RESTORATION
CIVIL DETAILS SHEET 1
C-8111-1 CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 9 OF 22
I BIORETENTION CELL AREA A I
w
(.)
<(
LL I :2: a: a:
::J w
CJ) 'al
~I
I ~-STRUCTURE
I BIORETENTION CELL AREA B I
5'
0 TROL
10" SOLID PVC
10" INTAKE
BAR GUARD ----:...J
1 O" SOLID PVC
RISER PIPE --
51 x 5' x ff1
CONCRETE PAD
BOLLARDS AS SHOWN ~
IN PLAN VIEW '9
/EL= 46.75
--~.-+.-~/-PRIMARY SPILLWAY
I EL= 45.5
BOLLARD DEPTH IN
CELL SHALL BE 30"
~ ··"': .. :.'.:: .v ::~~~~::
FLOW FROM UNDER
~-DRAIN COLLECTION """',,......,,,.....,, SYSTEM (6" PVC)
10" x 6" REDUCER
10" CROSS
9
10" x 10" TEE
3" (MIN.) COMPACTED
GRAVEL PIPE BEDING
SINGLE-SIDED GEOCOMPOSITE
40 MIL HOPE
PREPARED SUBGRADE GEOMEMBRANE(SMOOTH)
--
LI
r '\_ MUL Tl-LOCK
PAD LOCK
ASSEMBLY
WITH 5 LOCKS
LI NOTES:
BIORETENTION CELL RISER
PIPE & AREA B DRAIN PIPE
NOTTO SCALE
14'
L L L LLI .I l~L LLL L L LLLLLLLLLL LLL LLLLL LLLLLLLLLLLLLLI_LLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLL L I I.LLLL L L L L L LL [Cl::CCCl:t:Cl::l::CC:H:H:CC':1:1:Cl::l::l::C LLLL LLLLLLLLLLLLLLL•_LLLLLLL _I_L I_L LL.LLLLLLLLLLLLL_LLLLLLL -f+~~~[~~LLLL~LLLLLL~LLLLLLL
CCCC:l::l::CC:l:Cl:1::l:::ITC:l::CCl:ECtC:CtC L L LLLLLL-LLLLLLL LLLLLL;_LLLLL LLLLLLLL_LLLLLLLLLLLLL_LLLLL LLLLLLLL_LLLLLLI_LLLLLL_LLLLL LLLLLLLL_LLLLLLLLLLLLL-LLLLL LLLLLLLl __ I_LL LLLL LLLLLL_LLL LL LLLLLLLL!...LLLLLL_LLLLLL_LLLLL LLLLLLLL LLLLLLL•-LLLLLL:....LLLLL ' L
I 7 I .. ...
II I~
LI
<J
C')
LI -
<J
--
I
' 3'
FLARED END SECTION
REINFORCEMENT
BARS -(4) #5 BARS
@4"CLR. FROM
EACH FACE
N
'
1.
2.
3.
VEHICLE AND PEDESTRIAN ACCESS GATE AS DEFINED BY THE
Au!SSIE INDUSTRIAL (714)914-5009.
GATE MANUFACTURED BY AUSSIE INDUSTRIAL, INC OR ENGINEER
APPROVED EQUIVALENT. h
PAINT SHALL BE VASPAR BRAND OUTDOOR PAINT, SWISS
CHOCOLATE COLOR, MATTE FINISH.
MAINTENANCE ROAD ENTRANCE , , 2 ""'
NOT TO SCALE '._ -.,.
/
/
/
13.5" 4'
-
~
1 <J
<J I
• ' --LI ~
I . 3.5'
24" HOPE
/
/
/. INSIDE OF EXISTING CORRUGATED
METAL STORM DRAIN CULVERT
4" CLR., TYP. ALL BARS
RIPRAP
I , , I
N 1.5' TOE WALL (2'H x 3'W x 1.5'0)
FLARED END SECTION TOE
WALL DETAIL
NOTTO SCALE
45° BEND (BUTT
FUSION WELDED)
(3) LAYERS
GEOTEXTILE
CONCRETE~:
8" CLEAN WATER
BYPASS PIPE
,~_,___--:_~--FROM CULVERT
(MIN. 0.5% SLOPE)
SLOPE
LINING
_l~r--45° BEND (BUTT
FUSION WELDED)
PIPE PENTRATION OF
CONCRETE SLOPE LINING
NOTTO SCALE
, 5 ....
I
~
I
I
I
I
I
/ -~FAC-10-12 STAINLESS
STEEL-ALUMINUM SLEEVE
FAB-LOK FASTENER (2 PER
STRAP)
1~~
B2400 -STD PIPE STRAP
(TOLCO FIG. 2STR)
8"0 CLEAN WATER
BYPASS DRAIN PIPE
ANCHORING PIPE TO INSIDE
C.M.P.
NOTTO SCALE EB
Z:\CLIENTSIESPINPBEACHCA\83234_BIGCYNTRTWET\DESIGN\ENVIROIREMEDIATIONICAD\CONSTRUCTION DOCUMENTS\83234_ 10 CIVIL DETAILS SHEET 2.DWG 11/14/2016 10:08 AM BWEIS
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CONSTRUCTION NOTES:
8" NYLOPLAST STANDARD GRATE INLET, PVC
DRAIN , FL (IN)= 37 .95.
DEPRESS DRAIN PIPE FLOW LINE 0.5" BELOW
CONCRETE BOTTOM SURFACE, SLOPED TO
DRAIN . FINISH CONCRETE SUCH THAT GRATE
MAY BE REMOVED FOR PIPE CLEANING.
8" PVC 22.5° BEND, 8" PVC 11.25° BEND
22 LF OF 8" PVC PIPE PER CITY STD-106-L
5' X 3' BAFFLE BOX PER DETAIL 1, SHEET 12,
CON NECT 8" PVC PIPE AT EACH OPENING, TOP
EL = 44.0.
SEEP WATER DIVERSION VAULT PER CITY
STD-401-L AS MODIFIED PER DETAIL 7 ON
SHEET 11. ffi
--·----6 PVC PIPE.
6" NEPTUNE TRU/MAG METER WITH (2) 6" X 8"
PVC REDUCERS. ffi
6" SPEARS BACKFLOW PREVENTER VALVE.
91 LF OF 6" PVC PIPE PER CITY STD-106-L
I I
NOT USED
4 ·4
/
SEEP WATER DIVERSION
ASSEMBLY AND CONNECTION TO
SANITARY SEWER ~ 3 '\
NOT TO SCALE ._ 6 ,. '
APPROXIMATE 2'-0" BY 2'-0" BY 1'-0" DEEP
CONCRETE BLOCK (MAY BE IRREGULAR,
POURED WITHIN EXISTING BOULDERS)
B2400 -STD PIPE STRAP (TOLCO
FIG. 2STR) STAGGER LOCATION
8"0 CLEAN WATER
BYPASS DRAIN PIPE
1/2" 0 HILITI KWIK BOLT 3
ANCHOR (3-1/2" EMBEDMENT)
GALVANIZED
---WIRE TIE
DRIVE 2 #6 X 4'-0" INTO THE
BANK
·(: i ' : r
. I
-,'--
, "-·-. ,_ ~,,,."-
IRRIGATION SYSTEM _:_
METERNALVE VAULT,.•,
18-21 FOR DETAILS --
I
14' MAINTENANCE ROAD ENTRANCE GATE
WITH PEDESTRIAN ACCESS GATE PER DETAIL
2, SHEET 10.
67 SY OF 8" CONCRETE PAVEMENT AT
MAINTENANCE ROAD ENTRANCE PER CITY
STD-162-L
2,.064 SY OF 4" THICK, 3/4'' CRUSHED
MISCELLAN EOUS BASE TO LIMITS SHOWN ON
PLAN .
8" PUSH ON (SLIP ON) GATE VALVE AND VALVE
BOX COVER AND RISER PER CITY STD-511-L
@ AC PATCH BACK.
72
SAW CUT
SIDEWALK
AND CURB
I
I
SEE IRRIGATION SHEETS ~·--, .. _ .••
J c----/ '. ' --"-' _.-,,__J'' L___L__L__'i_, ___ L'__L_ __ .::I_',._ _____ _L_ ____________ __J , ,"········----· . -~·'-. \
ANCHORING PIPE TO
CHANNEL BANK
NOTTO SCALE
PREPARED BY :
, 7 ...
~BURNS
~MSDONNELL
9400 WARD PKWY
KANSAS CITY, MO 64114
(816) 333-9400
NO.
1
2
3
REVISIONS
DATE BY
8/10/16 BW ADD BOLLARDS, REVISE WALL/PIPE
9/30/16 BW REVISE SEEP WATER DIVERSION
11/21/1 BW REVISE SEEP WATER DIVERSION
NEW MAINTENANC E ROAD
ENTRANCE AND GA TE
SCALE: 1"=10'
APP ROVED
APPROVED
RGS
RGS
RGS DATE:
DESIGNED BY: DRAWN BY:
B.WEIS K. ANDRIST
CHECKED BY: DATE :
C. SNIDER 11 12112016
'-4 .,; 0 10' 20'
SCALE IN FEET
BIG CANYON RESTORATION
CIVIL. DETAILS SHEET 2
C-8111-1 CITY OFNE\VPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 10 OF 22
•
uw
> (]_
(]_ (]_
<( 0
-w 0 I-= <(
~I(')
2 1/2" DIA. FRP THREADED ROD
ANCHORS EPOXY-GROUTED
INTO SLAB WITH FRP NUTS
2" X 4" X 2'-0" HOPE
PLASTIC LUMBER AT EACH
TRAP (SEE NOTE 2)
2" HIGH X
;6" CURB
CONCRETE WALKING
SURFACE (SEE NOTE 1)
6" TOPSOIL
6"
2'-0" 2'-0"
NOTES:
.0% 1o
OPE
~ 6" PREPARED
SUBGRADE
40 MIL HOPE
GEOMEMBRANE (SMOOTH)
1. CONCRETE PAD SURFACE MINIMUM 4" THICK FIBER-REINFORCED
CONCRETE SLAB WITH SAW CUTS 8'-0" O.C. USE FIBERMESH 300 AT
1.5 LBS/CUBIC YARD (OR APPROVED EQUAL).
2. PROVIDE HOPE PLATE WASHER/SHIMS TO ALLOW FOR THE
LONGITUDINAL EXPANSION/ CONTRACTION OF 12-INCH PVC HEADER
PIPE.
3. ANCHORS TO BE INSTALLED AT EACH PIPE JOINT, JUST
DOWNSTREAM OF BELL TO PREVENT SEPARATION OF JOINTS.
BIORETENTION CELL INLET/
ANCHOR SYSTEM DETAIL
NOTTO SCALE
COMPACT EXCAVATED
SOIL ON UPSLOPE SIDE
9"
I I • =l1EffLJL ~
11 1 11 111 .
TRENCH DETAIL SECTION VIEW
STAKE 3' ON
CENTER (MIN.)
PERSPECTIVE VIEW
NOTES:
1. EXCAVATE A 2"-3" DEEP X 9" WIDE TRENCH ALONG THE CONTOUR OF THE SLOPE.
EXCAVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANCHOR TRENCH.
2. PLACE THE WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL
. SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE WATTLE
ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT.
3. SECURE THE WATTLE WITH 18"-24" STAKES EVERY 3'-4' AND WITH A STAKE ON
EACH END. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE
LEAVING AT LEAST 2"-3" OF STAKE EXTENDING ABOVE THE WATTLE. STAKES
SHOULD BE DRIVEN PERPENDICULAR TO THE SLOPE FACE.
SEDIMENT LOGS
(WATTLES)
NOTTO SCALE ([)
Z:\CLIENTS\ESP\NPBEACHCA\83234_BIGCYNTRTWETIDESIGN\ENVIRO\REMEDIATION\CAD\CONSTRUCTION DOCUMENTS\83234_ 11 CIVIL DETAILS SHEET 3 DWG 7/18/2016 526 PM SWEIS
NOTES:
3'-6" (TYP.)
□ □
3/8" WEEP HOLES
EVERY 10'
□
TYPICAL 12" DIA. GATED
BIORETENTION INLET PIPE
NOTTO SCALE
,. ...
2 I
I
1. CONTRACTOR SHALL SUBMIT DAM GATE TO ENGINEER FOR
APPROVAL.
2. GATED PIPE SHALL BE DIAMOND PLASTICS PVC-GATED PIPE WITH
STANDARD WATERGATES (HOLE SIZE 1.25" X 2.625") OR ENGINEER
APPROVED EQUAL. INITIAL GATE SETTINGS SHALL BE AS SPECIFIED
BY ENGINEER
120°0"
1 '-0" (TYP.)
I I
bo oj 06
3/8" PEFORATIONS j
TYPICAL 6" DIA. PERFORATED
COLLECTION PIPE
NOTTO SCALE
SEE NOTE2
12"
GEO TEXTILE
CROSS SECTION VIEW
NOTTO SCALE
3-TO 6-INCH COARSE
AGGREGATE
8 OZ/YD2 NONWOVEN
GEOTEXTILE
FLOW
D508" ROCK
BEGIN
NOTES:
1. CHECK DAMS SHOULD BE CHECKED FOR SEDIMENT ACCUMULATION
AFTER EACH STORM EVENT OF 1/2-INCH OR GREATER SEDIMENT
SHOULD BE RElv1OVED WHEN IT REACHES ONE HALF OF THE
ORIGINAL HEIGHT OF THE DAM.
2. REGULAR INSPECTIONS SHOULD BE MADE TO ENSURE THAT THE
CENTER OF THE DAM IS LOWER THAN THE EDGES. EROSION
CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD
BE CORRECTED.
TEMPORARY ROCK CHECK DAM ' 6 ""
NOT TO SCALE "'-5 -'
PREPARED BY:
FLOW
~BURNS
"-.M~DONNELL
9400 WARD PKWY
KANSAS CITY, M064114
(816) 333-9400
END
" '--..__
'--..__
'--..__
LIVE STEM PLANTING
(TYP FOR EACH LIFT)
LIVE POLE
PER
PLAN
2-LAYER MAT
TOP OF BANK
PLANTING SOIL, TYP
KEY TRENCH
FINISHED GRADE
PER PLAN---/
/
/
PLACE NATIVE 1v
"--
GRAVEL FILL EX. GRADE,
VARIES
BANK FILL
--1 0' -
1.0'
1.5'
0.5'
ROCK TOE
--3'-~
r7il,,H/!..'. rv/1~1' =-' J"tt.,..Y COMPACT TO 85% RC.
-IIffi 1
• mI I rrr SU BG RADE
\½~;:~=· ~~\ EXCAVATION NEAT LINE
\/(\ /A,:
/\ ,. "---NATIVE GROUND TYP
BIODEGRADABLE FILTER FABRIC t BEDDING (0.5' MIN)
FACING CLASS (75 LB STONE) FILL
VOIDS WITH SE LECT MATERIAL
VEGETATED SOIL
REVETMENT (TYP.) SECTION
NOTTO SCALE
NOTES:
1. WHERE PLAN INDICATES BANK DEPTH GREATER THAN VEGETATED
SOI L REVETMENT DEPTH SHOWN ABOVE, BACKFILL SHALL CONTINUE
SLOPING UP AT 3H:1V FROM TOP OF BANK INDICATED ABOVE.
EL. 44.0
STEPS PER
CITY STD-404-L
MONOLITHIC
BASE SECTION
I ,
16" O.C .• 0'
TYP . ., •.
SEE
• • NOTE 4
, SEE
NOTE 5 .
GMI 2600 WATERPROOF
COMPOSITE FRAME AND COVER
WITH GASKET AND LOCKS
4"MIN.
3' ECCENTRIC
, CONE
611
, 1YP. ·"· . . .,_ .•
6"MIN.
INV. 37 .0 ± •
. •
.
!BOTTOM •
EL. 35.5±. 18"
.
/ 4 •• • 4 .
• .J_ .;_ 8" MIN .
6" MIN. CONSOLIDATED
GRAVEL BEDDING
NOTES:
1. MODI FY BASE ON MANHOLE CITY STD-401-L TO CREATE LEVEL SURFACE FOR
PIPE SUPPORT.
2. ALL PIPE AND WALL JOINTS SHALL BE WATER TIGHT.
3. SEAL PIPE TO POURED CONCRETE WALL WITH EPDM LINK-SEAL MODU LAR SEALS.
SIZE PIPE OPENING PER MANUFACTURERS RECOMMENDATION FOR 8" PIPE.
4. PROVIDE PIPE SUPPORTS PER STD-522-L, SET ON 1/2" THICK MORTAR EPOXY PAD.
5. MANHOLE SHALL BE 5' INSIDE DIAMETER, PRECAST, AND SHALL HAVE
WATERPROOF EXTERIOR COATING CONFORMING TO ASTM D450.
6. PROVIDE MASTIC FILLER ASTM C990 AND EXTERIOR JOINT WRAP ANSI/AWWA AC
2/6-89 AT ALL JOINTS. VACUUM TEST MANHOLE PER CITY STANDARDS .
SEEP WATER DIVERSION VAULT 7
NOTTO SCALE
REVISIONS APPROVED t---.----,,---,---.:..:=:.::...:.::=:..:.:::.-------__J
NO. DATE BY APPROVED BIG CANYON RESTORATION
DATE:
DESIGNED BY: DRAWN BY:
B. WEIS K. ANDRIST
t--+---f--1-------------l-----lCHECKED BY: DATE : C. SNIDER 06/24/2016
CIVIL DETAILS SHEET 3
C-8111-1 CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHffi 11 OF 22
SITE SPECIFIC DATA*
PROJECT NUMBER 3815
PROJECT NAME BIG CANYON RESTORATION
PROJECT LOCATION NEWPORT BEACH, CA
STRUCTURE ID
WATER QUALITY FLOW RATE (CFS) 0.10
PEAK FLOW RA TE (CFS) 2
PEAK STORM DURATION (YEARS)
PIPE DATA I.E. MATERIAL DIAMETER
INLET PIPE 1 37.5 PVC 8"
OUTLET PIPE 1 37 .. 5 PVC 8"
RIM ELEVATION 49.0±
SURFACE LOADING REQUIREMENT PARKWAY
FRAME AND COVER 1'130"
CORROSIVE SOIL CONDITIONS
KNOWN GROUNDWATER ELEVATION 40.62
NOTES:
*PER ENGINEER OF RECORD
GENERAL NOTES
1. BIO CLEAN TO PROVIDE ALL MATERIALS UNLESS
OTHERWISE NOTED.
2. ALL DIMENSIONS, ELEVATlONS, SPECIFICATIONS, AND
CAPACITlES ARE SUBJECT TO CHANGE. FOR
PROJECT SPECIFIC DRAWINGS DETAILING EXACT
DIMENSIONS, WEIGHTS, AND ACCESSORIES PLEASE
CONTACT BIO CLEAN.
3. SLIDING LIDS FOR SCREEN SYSTEM, SKIMBOSS AND
AL TERNA TlVE HATCHES AVAILABLE UPON REQUEST.
4. FULL CAPTURE SCREEN AVAILABLE UPON REQUEST.
INSTALLATION NOTES
1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT,
MATERIALS, AND INCIDENTALS REQUIRED TO
OFFLOAD AND INSTALL THE NSBB UNIT AND
APPURTENANCES IN ACCORDANCE WITH THIS
DRAWING AND THE MANUFACTURERS SPECIFICATIONS,
UNLESS OTHERWISE STATED IN MANUFACTURERS
CONTRACT.
2. MANUFACTURER RECOMMENDS A 6"-1 2" LEVEL
ROCK BASE UNLESS SPECIFIED BY THE PROJECT
ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY
PROJECT ENGINEERS RECOMMENDED BASE
SPECIFICA TlONS.
3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE
OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND
FLUSH).
4. INVERT OF OUTFLOW PIPE MUST BE 3" ABOVE
BOTTOM OF OIL SKIMMER.
5. ALL GAPS AROUND PIPES SHALL BE SEALED WATER
TIGHT WITH A NON-SHRINK GROUT PER
MANUFACTURERS STANDARD CONNEC TION DETAIL
AND SHALL MEE T OR EXCEED REGIONAL PIPE
CONNECTION STANDARDS.
NSBB PERFORMANCE DATA
TREATMENT FLOW RATE (CFS) 0.75
SETTLING AREA (SF) 10
LOADING RATE (GPM/SF) 33.66
SCREEN SYSTEM STORAGE CAPACITY (CF) 2.05
SEDIMENT STORAGE CAPACITY (CF) 22.88
80% TSS REMOVAL @ 100 MICRONS
NSBBSTORAGECAPACITIES
FILTRATION SCREEN CAPACITY
LENGTH WIDTH HEIGHT
(FT) (FT) (FT)
1.75 1.00 1.17
SEDIMENT CHAMBER CAPACITY
CHAMBER 1 1.83
CHAMBER 2 1.83
TH RU H OLE -----------
GROUT PIPE PER
INSTALLATION
2.50
2.50
I
I
I
~
I
2.50
2.50
I
I
'
' I I
i I
I
I I ' i v;/' R, I
TOTAL
(CF)
2.05
11.44
11.44
I
' <D
' ' NOTE 5 ~, 1 ~ 0 0
I --·7 • • I I
I I I I • I I
I i I
' I I I ___ J ___ '
I
END VIEW
NTS
I I
'" <
' <O
BAFFLE WALL
BioSorb HYDROCARBON BOOM
OIL SKIMMER
INFLOW PIPE
RIM
FILTRATION SCR_
WITH LID
IE IN
TURBULENCE
DEFLECTORS TYP
OUTFLOW PIPE
I
I
i
PLAN VIEW
NTS
ACCESS MANHOLE/HATCHES
CONTRACTOR TO GROUT TO
FINISHED GRADE PER
INSTALLATION NOTE 6
n 11 __ v/\'---
PEAK
HGL
j
8'-3"
RISER
HEIGHT
3'-0"
STATIC 3'-0"
CHAMBER# HAMBER #
WATER
ELEVATION
. -·--···-· ····---·---.... , ··--.. -· -·--
1 '-1 O" 1 '-10"
6" '-----4' -0"----' 6'
'-----~'-Q"-----1
ELEVATION VIEW
NTS
IE OUT
NSBB-2.5-4-60
6. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF
ALL RISERS, MANHOLES, AND HATCHES. ALL
COVERS SHALL BE SHIPPED LOOSE. CONTRACTOR
TO GROUT ALL MANHOLES AND HATCHES TO MATCH
FINISHED SURFACE UNLESS SPECIFIED OTHERWISE.
THE PROOUCT DESCRIBED MAY BE PROTECTED BY ONE OR MORE Of THE fOLLOWING US
P,1,TrNTS: 6,+28,692; 7,2$4,256; 7,846,327; 7,153,417; 7,270,747; RELATED FIJ!EIGN
THE INFORMATION CCNTAINEO lN Tl-1IS DRA'MNG IS TH£ SOLE
PROPERTY Of BIO CLEAN EN'.1RONMENTAL SERVICES, INC.
ANY REPRODUCTION IN PART OR M. A 'MiOLE 'MlliOUT TH£
\ffilTTrN PERMISSION OF BIO· CLEAN EN\1RONMENTAL
SERVICES INC. 1S PROHIBITED.
Bir!) ~!!4N.
biocleanen viron men tel.com
P 760.433.7640 F 760.433.3176
DUAL STAGE HYDRODYNAMIC SEPARATOR
STANDARD DETAIL
HIGHWATER L
OVERFLOW
WINDOW (WEST
FACE) EL= 50.15
WBAR s
z
::!;
co ' -~
~
a. >-I-~
0::: -
_J u
N
~ 6" (TYP.) I -i ' I
~
'--
r
!
!
' I
:
I
' h-
I
I
L
I I
I I
I -.
/ I '-
----w / ~
" ~
X
~
,___ -· ·-,___
-·
5'
--,r ...
PLAN
NOTTO SCALE
FIELD INLET NOTES:
BAFFLE BOX DETAIL
NOTE:
1. DETAIL SHOWN FOR BIDDING PURPOSES, FINAL DESIGN OF THIS PRODUCT SHALL BE CERTIFIED AND SEALED BY MANUFACTURER'S
PROFESSIONAL ENGINEER CERTIFIED IN THE STATE OF CALIFORNIA.
-#5 DIAGONALS
-L BARS ....
r B ..,
-----,
'-: '-
/ ' I
' . --I --: ----in
t----/ ' ' I : ·-,___ _J
~ INLETP
~ (EXISTI
HIGHWATER
OVERFLOW
WINDOW (SOUTH
FACE) EL= 50.15
IPE
NG)
#5GALV.,~ SEE NOTE6
HIGH WATER I i ~ I
o_v_E_R_F_L_o_w~-:.~=;=:_j_--1... EL = sq. 15
,-- ---111=111=111=111 -, I ]Tf'.:'.j---if_l
#5 DIAGONALS
H BARS
VBARS
CONTRACTOR •
SHALL POUR
INVERT AND FORM
TO DRAIN TO
SPRING LINE __ ...,.
STORM BOX DIVERSION
STRUCTURE
NOTTO SCALE
co
SECTION B-B
NOTTO SCALE
ED
L BARS
WBARS
PIPE OUTSIDE
DIA. PLUS 3"
6"MIN.
1 /2"
1 1/2" CL
DITCH INVERT
SECTION C-C
NOTTO SCALE
6" (TYP.)
t1
VBARS
H BARS 1 1/2" CL (TYP.) ~
#5 BARS
VBARS
H BARS
CORNER DETAIL
NOTTO SCALE
BARS
H
V
L
w
1. LOCATE RING AND COVER OVER OUTLET. PREPARED BY:
2. ALL WORK AND MATERIALS SHALL CONFORM TO APWA SEC. 2600.
3. USE 3/8" CHAMFER STRIP ON ALL EXPOSED CONCRETE CORNERS.
REINFORCING
BARS
SIZE
4
4
5
5
SPACING
(IN.)
12
12
6
6
NOTE:
er
Concrete Pipe Division
Stormceptor
Frame and Cover '
Grade Adjusters To
Suit Finished Grade
STC 4800 Precast Concrete Stormceptor ®
(4800 U.S. Gallon Capacity)
I
32"0 . I • I
y ' 5"
·;,': I I ._.,;
. .-, ' ;
6"0 Ori
Port 10"0 Orifice
811 . ~Y: . ·' • \:-. •. ':;.· ·-7. ' ,
--~ )<'.>, I -~ld ' I
--.
' 72110
• -----
V anes -Stormceptor ® ----Insert 7
, ----
Inlet Weir Outlet ~ -
~
21 II .. -~ . . --• -• -----'
17
-I ~,..,
" . .; . F'-/ ~
'x1 O'/ 'f:y" ·~;-...~ •.
,Q /'-•
X . '&> 1tr'j • •. 1'\ Orifice
f 24'0 Drop
Plate • 4 • Drop Tee
Inlet Pipe Outlet Pipe
90" f/"
Min.
;ax
•.
.•
4 120"0
•.
.Q
12 ~~-.•. • II ' " • • • .... 4d • . • ' -. -. . --
Section Thru Chamber
Notes:
l, Install Flexible Connection at The Inlet and Outlet.
. . .. -·-;,<.-x
' •<tc; • .
• ..
•
' • ,ex
>-(~
•
.,
4
)( .._)(
)<IX
Access opening
(See note #2
2. The Cover Should be Positioned Over The Outlet Drop Pipe and The Oil Port.
3. The Stormceptor System is protected by one or more of the following U,S, Patents:
#5753115,#584918 1,#6068765,#6371690,#7582216,#7666303.
Plan Vie,v
4. Contact a Concrete Pipe Division representative for further details not listed on this drawing.
WATER QUALITY UNIT DETAIL 2
NOTTO SCALE 6
24"0 Outlet
Pipe
"0 Oil
Po rt
Rinker 033
1. DETAIL SHOWN FOR BIDDING PURPOSES, FINAL DESIGN OF T HIS PRODUCT SHALL BE CERTIFIED AND SEALED BY MANUFACTURER'S
PROFESSIONAL ENGINEER CERTIFIED IN THE STATE OF CALIFORNIA .
8'-12'
t,
~ ' co
[>
EX
CONCRETE
PAD
<", "
1'
NEW6"THICK
PCCAPRONW/
#4 REBAR AT 18".
200-500 LB. GRANITE
BOULDERS, TYP. PAD 5
CL.EAN WATER BYPASS MANHOLEEB
3" TO 6" COBBLE
INFILL, TYP.
BOULDER CHANNEL STEP DOWN (})
DETAIL 4
NOT TO SCALE 7
REVISIONS
NO.· DATE BY APPROVED
NOT TO SCALE 6
NOTES:
1. PAD TO SLOPE AWAY FROM MANHOLE GRAT E.
2. INSTALL 2'-LONG 18" DIAMETER RCP AT M A NHOLE INLET.
APPROVED
BIG CANYON RESTORATION
4. STEPS REQUIRED AT 16" O.C. WHEN DEPTH FROM TOP OF CASTING TO INVERT EXCEEDS 4'.
5. BOXOUTS WILL NOT BE ALLOWED TO PROJECT THROUGH THE CORNERS OF THE STRUCTURE. ~BURNS
~MS DONNELL
CIVIL DETAILS SHE ET 4
6 . NO. 5 GALVANIZED BARS EXTENDING TO CORNER REBARS.
7. RING & COVER TO BE NEENAH R-1537, CLAY & BALLEY #2020, DEETER #2016, OR APPROVED EQUAL
Z•\CLIENTS\ESP\NPBEACHCA\83234_BIGCYNTRTWET\OESIGN\ENVIRO\REMEOIATION\CAD\CONSTRUCTION DOCUMENTS\83234_ 12 CIVIL DETAILS SHEET 4.DWG 7/1812016 2•37 PM KLANDRIST
9400 WARD PKWY
KANSAS CITY, MO 64114
(816) 333-9400
DATE :
DESIGNED BY: DRAWN BY:
l---+--+----1-------------!1------I B. W EIS K. ANDRIST
l--+---+--+---------------1-------tCHECKED BY: DATE : C. SNIDER 06/24/2016
CITY OF NEWPORT BEACH
PUBIJC WORKS DEPARTMENT
C-8111-1
SHEET 12 OF 22
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PREPARED BY :
r-ESA
~ CS r , S
S D , CA 92101
P: (619) 719-4200
550W 750
NOTE:
SEE SHEET 14 FOR INVASIVE TREE
REMOVAL SCHEDULE
REVISIONS
NO. DATE BY A P PROVED
APPROVED
DATE:
DESIGNED BY,
TLJ
l---t----+---+---------------,----1CHECKED BY:
DRAWN BY,
RDG
DATE .
0711812016
D 15' 30' 60'
SCALE IN FEET
BIG CANYON RESTORATION
INVASIVE TREE REMOVAL PLAN
CITY OF NEWPORT BEAC H
PUBIJC WORKS DEPARTMENT
PROJECT NO. S H-5252-
SHEET 13 OF 22
Tree Number Species Name Stems Average DBH (IN) Height (FT) Canopy (FT) Tree Number Species Name Stems Average DBH (IN) Height (FT) Canopy (FT) Tree Number Species Name Stems Average DBH (IN) Height (FT) Canopy (FT)
764 Schinus terebinthifolius 2 3 12 10 834 Schinus terebinthifolius 2 1 8 6 904 Schinus tere binthifolius 2 9 30 20
765 Schinus terebinthifolius 45 4 16 20 835 Schinus terebinthifolius 29 3 25 33 905 Schinus terebinthifolius 1 7 30 20
766 Schinus te rebinthifolius 6 5 16 12 836 Schinus terebinthifolius 7 4 25 20 906 Fraxinus spp. 1 12 45 30
767 Fraxinus spp. 6 3 18 12 837 Schinus terebinthifolius 7 4 25 20 907 Fraxinus spp . 2 11 45 30
768 Schinus terebinthifolius 1 10 20 18 838 Schinus terebinthifolius 7 4 25 20 908 Fraxin us spp. 2 11 45 30
769 Schinus terebinthifolius 6 7 20 20 839 Schinus terebinthifolius 32 3 25 30 909 Fraxinus sp p. 2 8 30 12
770 Eucalyptus spp. 2 12 35 20 840 Schinus terebinthifolius 2 1 15 8 910 Sch inus terebinthifolius 15 5 30 30
771 Washingtonia robusta 1 18 40 0 841 Schinus terebinthifolius 2 7 20 20 911 Schinus terebinthifolius 1 1 12 8
772 Schinus terebinthifolius 1 1 16 8 842 Schinus terebinthifolius 2 2 20 4 936 Eucalyptus spp. 1 14 40 20
773 Fraxinus spp. 2 2 16 8 843 Fraxinus s.pp . 1 2 20 4 1230 Schinus terebinthifolius 5 2 14 8
774 Fraxinus spp. 1 3 16 8 844 Schinus terebinthifolius 1 1 12 6 1231 Sch inus terebinthifolius 3 6 20 12
775 Schinus terebinthifolius 1 5 20 14 845 Schinus terebinthifolius 3 1 12 6 1232 Schinus terebinth ifolius 5 5 20 12
776 Schinus terebinthifolius 1 4 20 14 846 Schinus terebinthifolius 3 1 12 6 1233 Schinus terebinthifolius 5 10 20 20
777 Schinus terebinthifolius 17 4 20 18 847 Schinus terebinthifolius 12 5 25 20 1234 Schinus te rebinthifolius 9 6 20 20
778 Schinus terebinthifolius 1 4 24 12 848 Koelreuteria paniculata 3 4 25 20 1235 Schinus terebinthifolius 3 10 20 20
779 Schinus terebinthifolius 6 3 24 12 849 Fraxinus spp. 1 1 10 6 1236 Schinus terebinthifolius 8 4 18 12
780 Schinus terebinthifolius 30 8 30 30 850 Koelreuteria paniculata 4 2 15 6 1237 Schinus terebinth ifolius 9 6 18 12
781 Schinus terebinthifolius 2 13 20 25 851 Schinus terebinthifolius 2 2 15 6 1238 Sch inu s terebinthifolius I 29 1 8 3
782 Fraxinus spp. 1 9 20 25 852 Fraxinus spp. 1 8 35 20 1239 Sch inus terebinthifolius 7 7 18 20
783 Schinus terebinthifolius 9 5 26 15 853 Schinus terebinthifolius 1 1 12 8 1240 Sch inus terebinthifolius 1 14 18 20
784 Schinus terebinthifo!ius 1 1 12 2 854 Fraxinus spp . 1 12 40 12
785 Schinus terebinthifolius 8 4 28 30 855 Schinus terebinthifolius 1 1 12 8
786 Schinus terebinthifolius 2 7 20 15 856 Schinus terebinthifolius 5 4 25 18
787 Schinus terebinthifolius 1 1 6 4 857 Schinus terebinthifolius 8 5 25 18 NOTES:
788 Schinus terebinthifolius 1 1 6 4 858 Schinus terebinthifolius 4 3 14 10 1. DUDEK MAPPED AND COLLE CT ED TR EE ATTRIBUTE INFORMATION FOR tNVASIVE, EXOTIC TREES WITHIN TH E BIG CAN YON
789 Fraxinus spp. 4 6 25 18 859 Schinus terebinthifolius 9 3 25 12 NATURE PAR K ON APRIL 20, 2015 AND JULY 17, 2015.
790 Koelreuteria panicul'ata 3 2 20 8 860 Fraxinus spp. 1 6 35 10 l.a. THE LOCATION OF EACH IND IVIDU AL TREE HAS A HORIZONTAL ACCURACY OF 1-METER.
791 Fraxinus spp. 5 7 45 30 861 Schinus terebinthifolius 1 3 30 10
792 Schinus terebinthifolius 5 4 ' 30 25 862 Schinus terebinthifolius 1 1 1 10 1.b. TRUNK DIAMETER MEASUREMENTS WER E TAKEN AT 4.5 FEET (S4 INCHES) ABOVE THE GROUND ALONG THE TRU NK
793 Schinus terebinthifo!ius 10 3 30 25 863 Schinus terebinthifolius 3 4 4 10 AXIS, WITH A FEW COMMON EXCEPTIONS. IN CASES WH ERE A TREE IS LOCATED ON A SLOPE, THE DBH LO CATION
WAS APPR OXIMATED AS THE AVERAGE OF THE UPHILL AND DOWN HILL SIDES OF THE TREE AND THE MEASURE M ENT
794 Fraxinus spp. 3 8 45 25 864 Schinus terebinthifolius 1 3 2 10 WAS MADE AT THE CIRCUMFERENCE OF THE TRUNK AT TH IS POINT.
795 Schinus terebinthifolius 1 4 30 18 865 Schinus terebinthifolius 10 5 25 20 TREE CANOPY DIAMETERS WERE TYPICALLY ESTIMATED BY "PACING-OFF" THE MEASUREMENT BASED ON THE Schinus terebinthifolius 2 2 25 18 866 1.c. 796 Schinus terebinthifolius 1 3 20 12 INVESTIGATOR'S KNOWLEDGE OF HIS STRIDE LE NG TH OR BY VISUALLY ESTIMATING THE CANOPY WIDTH . THE TREE
797 Schinus terebinthifolius 3 4 20 18 867 Schinus terebinthifolius 3 3 20 12 CROWN DIAMETER MEASUREMENTS WERE MADE ALO NG AN IMAGINARY LIN E INTERSECTING THE TREE TRUNK THAT
798 Schinus terebinthifolius 4 3 20 18 868 Schinus terebinthifolius 5 1 18 12 BEST APPROXIMATED THE AVERAGE CANOPY DIAMETE R.
799 Schinus terebinthifoiius 4 3 20 18 869 Schinus terebinthifolius 3 1 18 12 2. THE CONTRACTOR IS RESPO NSIBLE FOR REMOVAL, REUSE OR DISPOSAL OF ALL EXOTIC SPECIES WITHIN THE PROJECT
800 Schinus terebinthifolius 4 3 20 18 870 Schinus terebinthifolius 1 2 18 12 AREA AS DESCRIBE D IN THE SPECIFICATI ONS AND AS DIRECTED BY THE CITY ENG INEER.
801 Schinus terebinthifolius 2 11 24 28 871 Schinus terebinthifolius 1 2 18 12
• 802 Koelreuteria paniculata 2 4 24 12 872 Schinus terebinthifolius 1 2 18 12 3. A DIGITAL COPY OF THE EXOTIC TREE INVENTORY WILL BE AVAILABLE TO THE CON TRACTOR TO AID IN LOCATION OF
TREES TO BE REMOVED .
803 Schinus terebinthifolius 5 7 24 25 873 Schinus terebinthifolius 10 4 18 12
804 Koelreuteria paniculata 1 4 24 12 874 Schinus terebinthifolius 4 4 20 12 4. THE CONTRACTOR SHALL CONTI NUE TO MONITOR THE PROJECT SITE FOR REGROWTH OR SUCKER ING UNTIL THE
805 Schinus terebinthifolius 2 4 24 12 875 Washingtonia robusta 1 10 6 4 COMPLETION OF THE 120-DAY MAINTENANCE PERIOD. SEE THE SPECIFICATIONS FOR MORE INF ORM ATION.
806 Schinus terebinthifolius 2 3 12 8 876 Eucalyptus spp. 1 15 60 30
807 Schinus terebinthifo!ius 2 2 12 8 877 Washingtonia robusta 1 15 20 12
808 Fraxinus spp. 2 4 25 12 878 Schinus terebinthifolius 6 5 35 23
809 Schinus terebinthifolius 14 5 25 23 879 Schinus terebinthifolius 14 4 30 30
810 Schinus terebinthifolius 2 7 30 12 880 Schinus terebinthifolius 4 2 18 12
811 Schinus terebinthifolius 1 2 18 8 881 Schinus terebinthifolius 6 5 35 20
812 Schinus terebinthifolius 1 2 18 8 882 Schinus terebinthifolius 15 6 35 30
813 Schinus terebinthifolius 1 9 30 20 883 Schinus terebinthifolius 5 2 12 8
814 Schinus terebinthifo!ius 8 4 30 20 884 Schinus terebinthifolius 6 8 22 20
815 Schinus terebinthifolius 6 6 28 25 885 Schinus terebinthifolius 4 4 20 12
816 Schinus terebinthifolius 6 6 28 25 886 Schinus terebinthifolius 4 2 10 8
817 Schinus terebinthifolius 6 4 28 25 887 Schinus terebinthifolius 2 2 18 5
818 Schinus terebinthifolius 2 8 20 25 888 Fraxinus spp. 1 3 20 8
819 Schinus terebinthifolius 2 3 20 25 889 Schinus te rebinthifolius 6 4 20 8
820 Koelreuteria paniculata 1 2 15 8 890 Schinus terebinthifolius 11 5 30 30
821 Schinus terebinthifolius 2 13 18 28 891 Schinus terebinthifolius 1 4 25 1
822 Schinus terebinthifolius 23 5 22 23 892 Schinus terebinthifolius 1 4 25 1
823 Schinus terebinthifo!ius 5 2 12 8 893 Schinus terebinthifolius 1 3 20 1
824 Fraxinus spp. 2 3 12 8 894 Schinus terebinthifolius 1 11 20 12
825 Schinus terebinthifolius 8 4 12 8 895 Schinus terebinthifolius 6 6 20 12
826 Schinus terebinthifolius 4 4 20 12 896 Ficus spp. 5 5 20 18
827 Schinus terebinthifolius 6 4 20 12 897 Schinus terebinthifolius 5 4 20 18
828 Schinus terebinthifolius 4 3 20 12 898 Schinus terebinthifolius 5 3 20 18
829 Schinus terebinthifolius 10 3 20 18 899 Fraxinus spp. 4 12 50 35
830 Schinus terebinthifolius 6 1 12 5 900 Koelreuteria paniculata 4 7 35 30
831 Schinus terebinthifolius 22 3 20 25 901 Koelreuteria paniculata 1 7 25 20
832 Schinus terebinthifolius 2 1 8 6 902 Koelreuteria paniculata 1 10 25 20
833 Schinus terebinthifolius 2 1 8 6 903 Schinus terebinthifolius 4 1 12 8
•
\-~DSCAP(' REVISIONS APPROVED y;) '"'':l)N ucr,. ,;~c PREPARED BY :
!.':i CT'' • !f.(' '>: N O. ~ 'j ,,., DATE BY .6-PPROVED BIG CANYON RE STORATIO N ~ ,'v" '6 ~ r ESA u cf ~ "'o -;;;;-. / ::0 -J f---, ,1 tt --i INVASIVE TREE REMOVAL SCHEDULE • '(,~(H k,J; >?-
• • lslGNt7\JRE •
cJ) ,\ '01/31/2017 "'C" ~ 550W CS r ,S 750 DATE:
~
ern=•com /2.;;;;-s D , CA 92101 DESIGNED BY: DRAWN BY:
""' <.:. a<J;C: CITY OF l\1EWPORT BEACH PROJECT NO. P: (619) 719-4200 TLJ ROG H-5252-S
f: Cl\\..\ CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT 07/18/201 6 SHEET 14 OF 22
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LEGEND
Riparian Habitat Planting
Bioretention Basin Planting
~ Upland Coastal Sage Scrub Planting
PREPARED BY :
r-ESA
~ 550 W CS r , S
S D , CA 92101
P: (619) 719-4200
750
' \
NOTES:
1.
2.
SEE SHEET 16 FOR PLANTI NG
SCHEDULE
SEE SHEET 17 FOR PLANTING
DETAILS
REVISIONS
NO. DATE BY
APPROVED
APPROVED
DATE:
DESIGNED BY, DRAW~ BY, l---+---+--+-------------+------1 TLJ ROG r===-=--+=-,=-----1 l--+-----4--+-------------------+-----~•CHECKED BY, DATE , 06/22/2 016
KEYED NOTES:
LIM ITS OF GRADING 1.
2.
3 .
4.
LI MITS OF RESTORATION WORK
PROPOSED TRAIL CENTERLINE
CREEK CHANNEL
0 20' 40' 80'
SCALE IN FEET
BIG CANYON RES TORATION
REVEGETATION PLANTING PLAN
CITY OF NEWPORT BEACH
PUBIJC WORKS DEPARTMENT
PROJECT NO. H-5252-S
SHEET 15 OF 22
0
0 20
Feet
40
Disclaimer: Every reasonable effort has been macle to assure the
accuracy of the clala provicted. however. The City of
Newport Beach ancl its employees and agents
disclaim any ancl all responsibility from or relating to
any results oblained In its use
Imagery: 2009-2013 photos proviclecl by Eagle
Imaging ,w,w.eagleaerial com
'
PLANT SCHEDULE: RIPARIAN HABITAT -2.49 AC. (108,470 S.F.)
SYMBOL ABBR. QTY BOTANICAL NAME/ COMMON NAME SIZE CONDITION SPACING
' ' . ' + + + + + + + + + + TREES/SHRUBS + + + + + + + + + + •
+ + + + + + + + + + + + + + + + + + + + •
+ + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + BASA 446 Baccharis salicifolia - mule-fat
36-48" HT Live-stake 10' O.C, + + + + + + + + + + + + + + + + + + + + •
+ + + + + + + + + + + + + + + + + + + + + BASAL 190 Baccharis salicina • willow baccharis 1 GAL Container As Directed + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + PLOD 190 Pluchea odorata • saltmarsh fleabane 1 GAL Container As Directed + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PLRA 100 Platanus racemosa • California sycamore 1 GAL Container 25'0.C. + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + POFR 50 Populus fremontii • Fremont cottonwood 1 GAL Container 25'0.C. + ++++++++I + +++++++++++ + + + + + + + + +I + + + + + + + + + + + + ROCA 3,490 Rosa californica • California wildrose 1 GAL Container 6'0.C. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + 36-48" HT + + + + + + + + •I • .SAGO 446 Salix gooddingii -Goodding's willow Live-stake 10' O.C. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Salix lasiolepis • arroyo willow 36-48" HT 10' O.C. + + + + + + + + + + + SALA 446 Live-stake + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++ RUUR 815 Rubus ursinus • California blackberry 36-48" HT Cuttings As Directed
+ + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SEED + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + APPLICATION RATE· POUNDS + + + + + + + + + + + BOTANICAL NAME/ COMMON NAME PURITY /GERMINATION + + + + + + + + + + PURE LIVE SEED (PLS) PER ACRE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Anemopsis californica • yerba manza 0.50 lbs 50/50 + + + + • + + + + + +
+ + + + + + + + +' + + + + + + + + + + + + 15/50 + + + + + + + + + + Artemisia douglasiana • Douglas' sagewort 3.00 lbs +++++++++++ ' ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ I ♦ 2.00 lbs + + + + + + + + + • + Artemisia dracunculus • tarragon 10/60 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Deinandra fasciculata -clustered tarweed 2.00 lbs 20/60 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Juncus bufonius -toad rush 1.00 lbs 95/60 + + + + + + + + + +
+ + + + + + + + + +
+ + + + + + + + + + 3.00 lbs 90180 + + + + + + + + + + + Oenothera elata ssp. hirsutissima • + + + + + + + + + +
+ + + + + + + + + + Hooker's evening primrose + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + Plantago ovata • desert plantain 8.00 lbs 98/85 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' + Vulpia microstachys • small fescue 6.00 lbs 95/85 + + + + + + + + + +
+ + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + 25,50 lbs Total PLS per acre + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . ' '
PLANT SCHEDULE: UPLAND COASTAL SAGE SCRUB -2.18 AC. (93,850 S.F.)
SYMBOL BOTANICAL NAME/ COMMON NAME APPLICATION RATE -POUNDS PURITY/ GERMINATION PURE LIVE SEED (PLS) PER ACRE
'Jt'Y',c'',c'-'\i_'.X'x ')I ")c '.X ',(
X V )<})(x > > SEED
X ',
V '\, X , X xx X
X X
X ' Acmispon glaber-deerweed 4.00 lbs 95180 ){ ){ X X X X
I>~ X
XX
✓
)c>~ I > Artemisia californica-California sagebrush 3.00 lbs 30160 X
v, X xx Deinandra fasciculata-clustered tarweed 2.00 lbs 20160 X ' xx XX ~~ .,
)c>::)(~
Encelia californica-California brittlebush 3.00 lbs 40/50
x ✓ ,
,I\ v~x >< X Eriogonum fasciculatum-California buckwheat 4.00 lbs 55/15 I "x XX x..,, A X
XX -, V xx Eschscholzia californica-California poppy 2,00 lbs 98/80
X X
XX X , , X lsocoma menziesii var.vernonioides-4.00 lbs 40/30 X
'\, I X XX '\, 'x~ X .,/" coast goldenbush
,¢ X "x XX X V V X XXX Lupin us bicolor • miniature lupine 3.00 lbs 98/85
X X I X 1.00 lbs 90/50 XX )' :-"x Mirabilis laevis var. crassifolia-California four o'clock
X X X
" " X > \. ,;,<
X Plantago ovata-desert plantain 8.00 lbs 98/85 ,¢ ❖ '\,
X X I
X Salvia mellifera-black sage 3,00 lbs 15/45 XX xx X
X X
x.__ J"),.xV X I ✓ Vulpia microstachys-small fescue 6.00 lbs 95/85 V X
X x '.X~x ,/' '\,
x: XX " V X 'X 43.00 lbs Total PLS per acre XX X X XX X X ~x X
•
PLANT SCHEDULE: BIORETENTION BASIN PLANT MIX -0.50 AC. (21,640 S.F.)
SYMBOL ABBR. QTY BOTANICAL NAME/ COMMON NAME
SHRUBS/EMERGENTS
BASA 412 Baccharis salicifolia • mule-fat
CASP 280 Carex spissa -San Diego sedge
JUAC 280 Juncus acutus -spiny rush
JUME 280 Juncus mexicanus -Mexican rush
SEED
SIZE CONDITION SPACING
36-48" HT Live-stake 8'0.C.
6'0,C,
6'0,C,
6'0,C,
1 GAL
1 GAL
1 GAL
Container
Container
Container
BOTANICAL NAME/ COMMON NAME APPLICATION RATE· POUNDS
PURE LIVE SEED (PLS) PER ACRE PURITY/ GERMINATION
PLANTING NOTES
Acmispon glaber. deerweed
Artemisia douglasiana -Douglas' sagewort
Artemisia dracunculus-tarragon
Artemisia dracunculus-tarragon
Camissoniopsis cheiranthifolia-beach evening-primrose
Centromadia parryi ssp. australis-southern tarplant
Deinandra fasciculata-clustered tarweed
Encelia californica-California brittlebush
Elymus triticoides-beardless wildrye
Juncus bufonius-toad rush
Plantago ovata-desert lndianwheat
Vulpia microstachys-small fescue
4.00 lbs
3.00 lbs
3.00 lbs
2.00 lbs
0.50 lbs
1.00 lbs
2.00 lbs
3.00 lbs
1.00 lbs
1.00 lbs
8.00 lbs
6,00 lbs
31.50 lbs Total PLS per acre
1. THE LIMITS OF WORK SHALL BE FLAGGED IN THE FIELD PRIOR TO ANY CLEARING ACTIVITIES.
95/80
15/50
15/50
10/60
90/80
15/60
20/60
40/50
90/60
95/60
98/85
95/85
2. PRESERVE AND PROTECT EXISTING LEMONADEBERRY AT BACK OF WALK ALONG JAMBOREE ROAD, LIM IT REMOVAL TO THAT
NECESSARY TO PERFORM WORK WITHIN THE WORK LIMITS. PLANTS OUTSIDE WORK LIMITS DISTURBED OR DAMAGED BY
CONSTRUCTION ACTIVITY SHALL BE REPLACED AS DIRECTED BY ENGINEER, AT CONTRACTOR'S EXPENSE.
3. THE HABITAT RESTORATION LIMITS OF WORK EXTEND BEYOND THE GRADING LIMITS. WORK IN THESE AREAS INCLUDES
CLEARING AND REMOVAL OF INVASIVE SPECIES, REMOVAL OF THE TOP TWO INCHES OF SOIL (SECTION 800-1,13),
PROTECTION OF NATIVE VEGETATION TO REMAIN, SOIL PREPARATION AND AMENDMENT, IRRIGATION AND REVEGETATION OF
DISTURBED AREAS.
4, ALL AREAS TO BE PLANTED SHALL BE CLEARED AND GRUBBED OF INVASIVE SPECIES PER THE SPECIFICATIONS. PRIOR TO
PLANTING, PLANTING ZONE BOUNDARIES SHALL BE STAKED IN THE FIELD AND VERIFIED BY THE ENGINEER.
5, CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASUREMENTS, AND SITE CONDITIONS.
6, A POST-GRADING MEETING WILL BE HELD TO REVIEW FINISH GRADING,
7, PLANTING PERIOD IS WEATHER DEPENDENT AND PLANTING SEQUENCE SHALL BE ADJUSTED ACCORDING TO SOIL MOISTURE.
8, ALL SEEDING ACTIVITIES SHALL CONFORM TO NORMAL LANDSCAPE INDUSTRY STANDARDS. INFERIOR SEED WILL BE
REJECTED BY ENGINEER OR RESTORATION ECOLOGIST.
9. IF PURITY/GERMINATION RATES OF PROVIDED SEED ARE LESS THAN SPECIFIED, THE BULK POUNDS OF SEED PER ACRE
SHALL BE ADJUSTED TO ACHIEVE THE DESIRED PURE LIVE SEED (PLS) PER ACRE,
10, CONTRACTOR SHALL CONTROL NOXIOUS OR INVASIVE WEEDS WHICH MAY DEVELOP ON SITE DURING WARRANTY PERIOD.
SEE SPECIFICATIONS FOR MORE INFORMATION.
11. SEE SHEETS 13 AND 14 FOR INVASIVE TREE REMOVAL.
12. CONTRACTOR SHALL REPAIR AND SEED ALL AREAS DISTURBED THROUGHOUT COURSE OF CONSTRUCTION WITH
APPROPRIATE SEED MIX AND APPLICATION RATE AS PRESCRIBED IN PLANT SCHEDULE.
PREPARED BY : REVISIONS
NO, DATE BY APPROVED
550W CSr ,S 750
APPROVED
DATE:
S D , CA92101 DESIGNED BY: DRAWN BY:
P: (619) 719-4200 1-----+---+-+-------------1-------1 TLJ SMR 1---,.C..:C"-------1--=:.;_;:_--1
l----1---1---1---------------1-------lCHECKED BY: DATE : 07118/2016
BIG CANYON RESTORATION
PLANTING NOTES AND LEGEND
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PROJECT NO. H-5252-S
SHEET 16 OF 22
•
•
•
+
+
+
+ ,---EDGE OF GROUNDCOVER AREA/
WALK EDGE
f-------t-----DISTANCE FROM EDGE IS
1/2 THE SPECIFIED O.C . SPACING
Ar~:::t----~-ROW
""--PLANT CENTER
-----TRI-SPACE, AT SPECIFIED O.C. DISTANCE
~ i,:;;;:,:::~~"~vY:::=-~~v•P~e----MULCH
l'""':::t----ROOTBALL
mirrs=tt;ci;:c~tisitt~~ ------TOPSOIL
.....__.....__ __ NATIVE SOIL
NOTE:
KEEP MULCH APPROX. 6" AWAY
FROM PLANT TRUNK OR STEM
MINIMUM WIDTH
2 X ROOTBALL
,,---SET CROWN OF ROOTBALL 1-2"
ABOVE FINISH GRADE
_,,---MULCH
_----FINISH GRADE
'.;J~------TOPSOIL
COMPACT EXISTING SOIL FOR
FIRM STABLE BASE
UNDISTURBED NATIVE SOIL
NOTE:
A 36" DIA. WATERING BASIN SHALL BE
PROVIDED AROUND EACH PLANT.
KEEP MULCH APPROX. 6" AWAY FROM PLANT
TRUNK OR STEM .
FINISHED GRADE
FLAT PLANTING BENCH
COMPOSED OF NATIVE SOIL
NATIVE __ __J
SOIL
CONTAINER SHRUB PLANTING
2
'
EXISTING SLOPE;-'-'-
~_P_L_A_N_T_S_' P_A_C_I_N_G _________ _ 2 CONTAINER SHRUB PLANTING TREE & SHRU B PLANTING ON SLOPES
V NOT TO SCALE
CUT TOP S UARE FOR
EASIER INSTALLATION.
PROTECT TOP FROM
SPLITTING.
4" BERM AROUND EACH INSTALLED STAKE
WITHIN 1' OF THE CUTTINGS ON BOTH
SIDES, CREATING A WATERING BASIN
4
MULCH TO 2-4" DEPTH , NOT
PLACED DIRECTLY AGAINST
MAIN STEM OF THE STAKE
BURY 2/3 OF STAKE \N
SOIL, STAKE LENGTH
LENGTH SHALL BE 4-5'
LIVE ST,f\KE INSTALLATION
NOTTO SCALE
NOT TO SCALE
~--STAKE TO PROTRUDE A MINIMUM
OF TWO LEAF NODES
~---INSERT STAKE WITH BUDS
POINTING UP
.~"'1'R'i±b2btf-f+---PLANTING HOLE 1.5X DEEPER THAN LENGTH
OF CUTTING AND 1.5' WIDE, BACKFILLED
WITH A MIX OF 1/3 SPECIFIED COMPOST
AND 2/3 NATIVE SOIL
~---"-,-~+=~~---·TRIM OFF BRANCHES
WITH CLEAN CUTS
NATIVE SOIL
"---CUT END AT A 45
DEGREE ANGLE
PLACE ROOT
COLLAR AT
SURROUNDING
GRADE
ROOTED CUTTING
PLANT WITH DIBBLE OR METAL
BAR OF A DIAMETER SLIGHTLY
LARGER THAN ROOT MASS.
CAREFULLY COMPACT
SURROUNDING SOIL.
3
NOTTO SCALE
~-HERBACEOUS PLUG, CONE, OR BARE ROOT
~-HERBACEOUS PLANT
,-----6" MIN.
NATIVE SOIL
5 BAREROOT, PLUG, ROOTED CUTTING
NOTTO SCALE
PREPARED BY: REVISIONS APPROVED
NO. DATE BY A PPRO VED
r-ESA
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S D , CA92101
P: (619) 719-4200 DESIGNED BY: DRAWN BY:
l---+--+---1-------------lf------1 TLJ RD G
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BI G CANYO N RESTORATION
PLANTING DETAILS
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PROJECT NO. H-5252-S
SHEET 17 OF 22
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BIG CANYON RESTORATION
IRRIGATION PLAN 1
' CITY OF NEWPORT BEACH PROJECT NO. H-5252-S
PUBLIC WORKS DEPARTMENT SHEET 18 OF 22
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NORTH
0 10' 20'
SCALE IN FEET
SCALE: 1" 20'
40'
BIG CAN YON RESTORATION
IRRIGATION PLAN 1
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 18 OF 22
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IRRIGATION PLAN 2
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NORTH
0 10' 20'
SCALE IN FEET
SCALE: 1" 20'
40'
BIG CANYON RESTORATION
IRRIGATION PLAN 2
CITY OF NEWPORT BEACH
PUBIJC WORKS DEPARTMENT
PROJECT NO. H-5252-S
SHEET 19 OF 22
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IRRIGATION NOTES
1. INSTALL IRRIGATION SYSTEM IN ACCORDANCE
/'
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-----
H ALL LOCAL CODES AND ORDINANCES.
1"
Gi
2. IRRIGATION PLANS ARE DIAGRAMMATIC. ' RIGATION HEADS SHALL BE PLACED IN PLANTED AREAS AND VALVES PLACED IN
SHRUB.AREAS WHENEVER POSSIBLE. FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES.
3.
' ~ }
MAINLINE IS SHOWN BENEATH PAVING SURFACES AND OUTSIDE WORK LIMITS FOR GRAPHIC CLARITY ONLY. ACTUAL LOCATION
IN PLANTING AREAS, UNLESS OTHERWISE NOTED OR APPROVED BY CITY.
4. IRRIGATION WATER OVERSPRAY .OR RUN-OFF INTO THE CREEK SHOULD BE LIMITED TO THE EXTENT POSSIBLE. ADJUST HEADS
AS NECESSARY TO PREVENT WATER FROM ENTERING WATER BODIES.
5. THE IRRIGATION SYSTEM OPERATION AND DESIGN ARE BASED ON A MINIMUM AVAILABLE STATIC PRESSURE OF 80 PSI AT THE
POINT OF CONNECTION AND 120 GPM FLOW RATE . THE CONTRACTOR SHALL VERIFY THE DESIGN PRESSURE AND VOLUME
BEFORE INSTALLATION AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO COMMENCING WORK.
6. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AREAS BEFORE STARTING WORK AND
IMMEDIATELY NOTIFY ENGINEER OF ANY DEVIATIONS FROM THE PLAN .
-,«
7. VERIFY LOCATION AND DEPTH OF SANITARY SEWER, STORM DRAIN, TELEPHONE, AND ANY OTHER UTILITIES ON SITE PRIOR TO
COMMENCING WORK.
8. COORDINATE IRRIGATION POINT OF CONNECTION AND LOCATION OF REMOTE CONTROL VALVE ASSEMBLIES AND SLEEVES.
COORDINATE ALL WORK WITH OTHER TRADES INVOLVED.
C
9. ALL VALVES WILL BE PLACED IN VALVE :BOXES IN A MANNER THAT FACILITATES ACCESS FOR MAINTENANCE. SIZE BOXES TO
ACCOMMODATE COMPLETE VALVE ASSEMBLY. MAINTAIN MIN. 12" BETWEEN VALVE BOXES AND PAVED SURFACES.
10. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND ADJUSTED TO PROVIDE ADEQUATE COVERAGE AND
MINIMIZE OVER SPRAY ONTO BUILDINGS AND PAVING, CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE WORKING
SYSTEM.
11. IRRIGATION LATERALS ARE SIZED STARTING AT VALVE AND CONTINUING IN DIRECTION OF FLOW. REDUCTIONS IN PIPE SIZE ARE
LABELED BEGINNING DOWNSTREAM OF NEAREST FITTING. ALL LATERALS NOT SIZED ARE MINIMUM 3/4" OR SAME SIZE AS
NEAREST ADJACENT PIPE.
12. CONTRACTOR TO MARK LAYOUT OF TRENCHES AND VALVE LOCATIONS FOR PREVIEW BY OWNER'S REPRESENTATIVE IN FIELD
PRIOR TO CONSTRUCTION.
13. THE CONTRACTOR SHALL INSTALL QUICK COUPLING VALVES AT POINT OF CONNECTION, AT EACH END OF MAINLINE, AND AT 200'
INTERVALS ALONG MAINLINE.
14. ALL IRRIGATION LATERAL LINES SHALL BE INSTALLED ABOVE GROUND AND SECURED WITH PIPE STAPLES AT A MINIMUM
INTERVAL OF 15'. THE MAINLINE AND VALVES SHALL BE INSTALLED BELOW GRADE.
15. ZONES ARE SEPARATED BY PLANT/ HABITAT TYPE.
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40'
IRRIGATIO N LEGEND
ROTOR HEADS
SYMBOL DESCRIPTION NOZZLE GPM P.S .I. RADIUS
(5l TORO 570Z-12P PRX COM E HUNTER MP 1000-T 90 .20 45 14'
(f) TORO 570Z-1 2P PRX COME I HUNTER MP1000-T 180 .40 45 14'
@ TORO 570Z-12P PRX COME I HUNTER MP1000-T 360 .80 45 14'
(9 TORO 570Z-12P PRX COME ' HU NTER MP2000-T 90 .42 45 20'
e TORO 570Z-1 2P PRX COM E I HUNTER MP2000-T 180 .78 45 20'
0 TORO 570Z-12P PRX COME HUNTER MP2000-T 360 1.56 45 20'
~ TORO 570Z-12P PRX COME HUNTER MP3500-T 90 1.38 45 35'
e TORO 570Z-1 2P PRX COM E HUNTER MP3500-T 180 3.10 45 35' • TORO 570Z-1 2P PRX COME HUNTER MP3000-T 360 3.86 45 30'
EQUIPMENT
SYMBOL DESCRIPTION
~ REM OTE CONTROL VALVE: GRISWOLD DWS-PRV BRASS PRESSURE
REDUCIN G VALVE
0 BALL VALVE: MATC O 754N BRASS, LINE SIZE ... QUICK COU PL ER: RAI NBI RD 44-NP NON POTABLE BRASS. SEE NOTE 13 HEREON.
-----
IPOCI
~
MANUAL DRA IN VALVE, SEE SPECIFICATIONS
LATERAL LI NE, SCH. 40 PVC
MAINLI NE, CLASS 315 PVC, SIZE: 3" UNLESS OTHERWISE NOTED
SCHEDULE 40 PVC SLEEVE -6" MIN , UNLESS OTHERWISE NOTED
WATER SUPPLY POINT OF CONNECTION, SEE DETAIL 9 ON SHEET 21
CONTROLLER: RAIN MASTER EVOL UTION DX2 -FLOW, RADIO & ANTENNA
MASTER VALVE GRIS\/1/OLD 2000L, SEE DETAI L 9 ON SHT 21
FLOW SENSOR: RAIN MASTER EVF M -2", SEE DETAIL 9 ON SHT 21
REDUCED PRESSURE BACKFLOW: FEBCO 825Y -2", SEE DETAIL 9 ON SHT 21
i----GALLONS PER MIN UTE
43.67
B2 h .5" ~--VALV E SIZE HABITAT TYPE DESIGNATOR
B BIO RETENTION
'------HABITAT TYPE
ZONE NUMBER
R RIPARIAN
U UPLAND
NOTES
A. FLOW IN PIPING SHALL NOT EXCEED 5 FEET PER
SECON D VELOCITY.
A. DEMANDS OF SYSTEM DESIGN SHALL NOT
EXCEED PERFORMANCE CRITERIA OF
WATER METER.
B. SEE SPECI FICATIONS FOR ALL
PERFORMANCE REQUI REMENTS
GPM PIPE SIZE
0-7 3/4"
8 - 12 1"
13 -22 1-1/4"
23 -30 1-1 /2"
31 -50 2"
51 -70 2-1/2"
71 -11 0 3"
8 PIPE SIZ ING -SCHEDULE 40 PVC
REVISIONS APPROVED ,1) 00SON LiC[~d: ;:'.lf>Cl = ,0 \c '5c [ij ~v ~ ~
u '"J •b f<' r ESA NO. DATE BY A PPROVED BIG CANYON RESTORATION
::; if wir?)iA1 /if,.,_t1.---:S <;:.
• f-/iJ.~RE e
IRRIGATION PLAN 3, NOTES AND LEGEND
~ 011011201, ~ ~ 550 W CS r , S 750 DATE·. RErlEWAL C:,,OTE ~~, ----c,c=---./ ~ S D ,CA92101 /. , , ~ DESIGNED BY: DRAWN BY: 1$' om <;:o P: (619) 719-4200 l---+----+-+------------+-------1 TLJ SMR CITY OF NEWPORT BEACH PROJECT NO. H-5252-S
OF C />. \. \ 1---+---+--+-------------1----.l'c~HE=cK~E--'D c.:BY_: -4-D-AT-E-=, =.:...._--1
.__ _________________________________ ·":.::"'----------------------------.l....------------------1-.I.....-....L_..J.... __________ _L. ___ .L. ___ J.,;0~7'!,;./1~8~/2:.!;!.01:!,!6!.J.,_..,;P:_,:U~B~LI:.:.:,C_;W~ORKS DEPARTMENT SHEET 20 OF 22
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IRRIGATION NOTES
1. INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL LOCAL CODES AND ORDINANCES.
2. IRRIGATION PLANS ARE DIAGRAMMATIC. ALL IRRIGATION HEADS SHALL BE PLACED IN PLANTED AREAS AND VALVES PLACED IN
SHRUB AREAS WHENEVER POSSIBLE. FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES.
3.
4.
5.
6.
7.
MAINLINE IS SHOWN BENEATH PAVING SURFACES AND OUTSIDE WORK LIMITS FOR GRAPHIC CLARITY ONLY. ACTUAL LOCATION
IN PLANTING AREAS , UNLESS OTHERWISE NOTED OR APPROVED BY CITY.
IRRIGATION WATER OVERSPRAY OR RUN-OFF INTO THE CREEK SHOULD BE LIMITED TO THE EXTENT POSSIBLE. ADJUST HEADS
AS NECESSARY TO PREVENT WATER FROM ENTERING WATER BODIES.
THE IRRIGATION SYSTEM OPERATION AND DESIGN ARE BASED ON A MINIMUM AVAILABLE STATIC PRESSURE OF 80 PSI AT THE
POINT OF CONNECTION A.ND 120 GPM FLOW RATE. THE CONTRACTOR SHALL VERIFY THE DESIGN PRESSURE AND VOLUME
BEFORE INSTALLATION AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO COMMENCING WORK.
THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AREAS BEFORE STARTING WORK AND
IMMEDIATELY NOTIFY ENGINEER OF ANY DEVIATIONS FROM THE PLAN.
VERIFY LOCATION AND DEPTH OF SANITARY SEWER, STORM DRAIN, TELEPHONE, AND ANY OTHER UTILITIES ON SITE PRIOR TO
COMMENCING WORK.
8. COORDINATE IRRIGATION POINT OF CONNECTION AND LOCATION OF REMOTE CONTROL VALVE ASSEMBLIES AND SLEEVES.
COORDINATE ALL WORK WITH OTHER TRADES INVOLVED.
9. ALL VALVES WILL BE PLACED IN VALVE BOXES IN A MANNER THAT FACILITATES ACCESS FOR MAINTENANCE. SIZE BOXES TO ' ACCOMMODATE COMPLETE VALVE ASSEMBLY. MAINTAIN MIN. 12" BETWEEN VALVE BOXES AND PAVED SURFACES.
10. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND ADJUSTED TO PROVIDE ADEQUATE COVERAGE AND
MINIMIZE OVER SPRAY ONTO BUILDINGS AND PAVING, CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE WORKING
SYSTEM.
11. IRRIGATION LATERALS ARE SIZED STARTING AT VALVE AND CONTINUING IN DIRECTION OF FLOW. REDUCTIONS IN PIPE SIZE ARE
LABELED BEGINNING DOWNSTREAM OF NEAREST FITTING. ALL LATERALS NOT SIZED ARE MINIMUM 3/4" OR SAME SIZE AS
NEAREST ADJACENT PIPE.
12. CONTRACTOR TO MARK LAYOUT OF TRENCHES AND VALVE LOCATIONS FOR PREVIEW BY OWNER'S REPRESENTATIVE IN FIELD
PRIOR TO CONSTRUCTld N.
I 13. THE CONTRACTOR SHALL INSTALL QUICK COUPLING VALVES AT POINT OF CONNECTION, AT EACH END OF MAINLINE, AND AT 200'
INTERVALS ALONG MAINLINE.
14. ALL IRRIGATION LATERAL LINES SHALL BE INSTALLED ABOVE GROUND AND SECURED WITH PIPE STAPLES AT A MINIMUM
INTERVAL OF 15'. THE MAINLINE AND VALVES SHALL BE INSTALLED BELOW GRADE.
15. ZONES ARE SEPARATED BY PLANT/ HABITAT TYPE.
":::·~----. ...
314" •
3/4"
/
PRE PARED BY :
I
I /
I
I \ /,
NORTH
0 10' 20'
SCALE IN FEET
SCALE: 1" 20'
r-ESA
~ 55 0 W CS r , S
S D , CA92101
P: (619) 719-4200
750
40'
IRRIGATION LEGEND
ROTOR HEADS
SYMBOL DESCRIPTION NOZZLE GPM p .S.I. RADIUS
~ TORO 570Z-12P PRX COME HUNTER MP1000-T 90 .20 45 14'
(f) TORO 570Z-12P PRX COME HUNTER MP1000-T 180 .40 45 14'
@ TORO 570Z-12P PRX COME HUNTER MP1000-T 360 .80 45 14'
(9 TORO 570Z-12P PRX COM E HUNTER MP2000-T 90 .42 45 20'
e TORO 570Z-12P PRX COME HUNTER MP2000-T 180 .78 45 20'
0 TORO 570Z-12P PRX COM E HUNTER MP2000-T 360 1.56 45 20'
~ TORO 570Z-12P PRX COME HUNTER MP3500-T 90 1.38 45 35'
e TORO 570Z-12P PRX COME HUNTER MP3500-T 180 3.10 45 35' • TORO 570Z-12P PRX COME HUNTER MP3000-T 360 3.86 45 30 '
EQUIPMENT
SYMBOL
s
0 ...
-----
!POCI
lg
DESCRIPTION
REMOTE CONTROL VALVE: GRISWOLD DWS-PRV BRASS PRESSURE
REDUCING VAL VE
BALL VALVE : MATCO 754N BRASS, LINE SIZE
QUICK COUPLER: RAINBIRD 44-NP NON POTABLE BRASS. SEE NOTE 13 HEREON.
MANUAL DRAIN VALVE, SEE SPECIFICATION S
LATERAL LINE , SCH. 40 PVC
MAINLINE, CLASS 3.15 PVC, SIZE: 3" UNLESS OTHERWISE NOTED
SCHEDULE 40 PVC SLEEVE -6" MIN, UNLESS OTHERWISE NOTED
WATER SUPPLY POINT OF CONNECTION , SEE DETAIL 9 ON SHEET 21
CONTROLLER: RAIN MASTER EVOLUTION DX2 -FLOW, RADIO & ANTEN NA
MASTER VALVE: GRISWOLD 2000L, SEE DETAIL 9 ON SHT 21
FLOW SENSOR: RAIN MASTER EVFM -2", SEE DETAI L 9 ON SHT 21
REDUCED PRESSURE BACKFLOW: FEBCO 825Y -2", SEE DETAIL 9 ON SHT 21
I~----GALLONS PER MINUTE
43 .67
82 h .5" ~--VALVE SIZE HABITAT TYPE DESIGNATOR
1-----HABITATTYPE
ZONE NUMBER
NOTES
B
R
u
A FLOW IN PIPING SHALL NOT EXCEED 5 FEET PER
SECOND VELOCITY.
BIO RE TENTION
RIPARIAN
UPLAND
A. DEMANDS OF SYSTEM DESIGN SHALL NOT
EXCEED PERFORMANCE CRITERIA OF
WATER METER.
B. SEE SPECIFICATIONS FOR ALL
PERFORMANCE REQUIREMENTS
GPM. PI PE SIZE
0-7 314"
8 -12 1"
13 -22 1-114"
23 -30 1-112"
• 31 -50 2"
51 -70 2-1/2"
71-110 3"
0 PIPE SIZING -SCHEDULE 40 PVC
REVISIONS APPROVED
N O. DATE BY APPROVED BIG CANYON RESTORATION
DATE:
DESIGNED BY: DRAWN BY:
l----+---+--+-------------1------1 TLJ SMR
l----+---+--+--------------1--------1.,,.c,=HE=cK=ED=-=BY,-: -+D~AT=E-,-----1 07/18/2016
IRRIGATION PLAN 3, NOTES AND LEGEND
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PROJECT NO. H-5252-S
SHEET 20 OF 22
,,..
~ ..
i1' 'I(
~CA
0 ⇒ ~
\ ~
I
..
-4p.
""'ii -'-"\ ·~ ~-rt;" •. -~
~ t5<1
-~~·~ ~ .. ,1 ..
..... :-::-.::::::/7.::
f!jl1
!® .
' -:::D
' :p
..
, A
...
6" ROUND
VALVE BOX
FLOW SENSOR
MAINLINE
PIPE SIZE EQUAL ___,,,-
TO FLOW SENSOR
MASTER VALVE
LOCKING VALVE BOX
0 MASTER CONTROL VALVE 1 f----------
NOTTO SCALE
QUICK COUPLER IN VALVE BOX WITH LID
FINISH GRADE
DRAIN ROCK MIN. 3" DEEP
BRICK OR CONG. BLOCK, TYP.
,,,.-SCH. 40 F/F THREADED ELL
..,,-SCH. 40 M/S ELL.
------314" IPS FLEX PVC HOSE
GLUED TO ELL'S
-----SCH. 40 M/S ELL .
~~~ElE~~~~f~~-::-SCH. 40 TEE OR ELL., TYP.
MAINLINE OR LATERAL LINE
....____ #4 REBAR STAKE
~f---Q_U_I_C_K_C_O_U_P_L_E_R ___________ _ V NOT TO SCALE
..,,---PIPE STAPLE
--LATERAL LINE
-----FINISH GRADE
_.---CLEAN AND
COMPACTED BACKFILL
------TRACKING WIRE, 6" ~~11~r ABOVE PIPE
f01--I_R_R_IG_A_T_IO_N_T_R_E_N_C_H __________ _ V NOT TO SCALE
.,,------FINISH GRADE PVC PIPE /l, FITTINGS UPSTREAM OF
THE ISOLATION VALE TO BE
THE SAME AS SIZE THE MAINLINE.
ISOLATION VALVE SAME SIZE AS
REMOTE CONTROL VALVE.
.,,----VALVE BOX WITH LOCKABLE LID
,,,-----LATERAL LINE
.,,------REMOTE CONTROL VALVE WITH
18" COIL OF WIRE & MALE REDUCER
.,,-----SCH. 80 NIPPLE (S X T)
11 1 Ii' 11 1 Ii' !\i---------::,-""'-----rc...,/!
.,,------ISOLATION VALVE WITH MALE REDUCER
n m-./--scH. 40 ELL.
1 i' 11w11
___ DRAIN ROCK MIN . 3" DEEP
Ii' 11
1 Ii' lr-rfrt--.p!;::n:::Jlt-lflt-''inl ~--SCH. 80 NIPPLE
I 1_1
I
1
I
l=:III ILJ...,_r,--,--..,,?,(Jl~n0'1:\a-";J/5-£r-..i..---.._):1 "-~'1:'::::;I~~ ----BRICK OR CONG. BLOCK
1111 ~~ '"'" "" .~I kl'=-rr'.!I!~-1l-11i11~~~~~~~~~~~dJJJ~~---SCH. 40 ELL.
~=,-;-=m-.=,;==,.cd'io=,,ci=,-,-,=!a-r,:,;;;;...,..:t;;;;;-;;;;;;;;;;;;~,,__---SCH. 40 TEE OR ELL., TYP.
1II1 1I i'llII i'll1II l l lI Ii'll1I I __ 1i'll1II l l l1I '---MAINLINE
~----------SCH. 80 COMPRESSION UNION
0-R_E_M_O_T_E_C_O_N_T_R_O_L_V_A_LV_E ______ _ V NOT TO SCALE
n
16 "
CONTROLLER
STAINLESS STEEL
PEDESTAL
ITEM DESCRIPTION l A.B 2" CONDUIT -STATION WIRING
C 1" CONDUIT -COMMUNICATION
D AC POWER CONDUIT
E 1" CONDUIT-SENSOR WIRING MOUNTING PAD
28" X 28" X 8" MIN.
CONCRETE PAD WITH
BEVELED EDGES
35" TOTAL WITH
TOP CLOSED
F EXTERNAL ANTENNA
G GROUNDING ROD
1.5" TYP .
11.5 "
PEDESTAL MOUNTING --------16" ----I
BOLT AND CONDUIT LAYOUT
NOTES:
1) CONTROLLER SHALL BE RAIN MASTER EVOLUTION DX2
WITH FLOW, RADIO, AND LOW PROFILE ANTENNA.
2) FLOW SENSOR SHALL BE RAINMASTER MODEL FS-BXX.
0 CONTROLLER
5r------
NOTTO SCALE
8
~I :::, >--D.. ' w +o N
--GRAVEL PAVING
-----CLEAN AND LIGHTLY
COMPACTED BACKFILL
_.---TRACKING WIRE , 6"
ABOVE MAINLINE
SCHEDULE 40 PVC SLEEVE
IRRIGATION SLEEVE UNDER ROADS
NOTTO SCALE
PREPARED BY :
(4) .5" DIA
BOLT HOLES
3" MI N.
---VALVE BOX WITH
LOCKABLE LID
__,,_------FINISH GRADE
111111 111 1 i ; i ! I ~~i~ ~fDA:sTER/ REDUCER,
MAINLINE
GATE VALVE W/WEDGED SEAL,
EQUIPPED FOR KEYED OPERATION
4" MIN .. DRAIN ROCK
----BRICK OR CONG. BLOCK
~------SCH. 80 COMPRESSION UNION
BOTH SIDES
SCH 80 ADAPTER & FITTINGS TO BE
SAME SIZE AS ISOLATION VALVE.
0f--~-!-~-T~-~--~-;~-E_N_/_B_A_L_L_V_A_LV_E _________ _
z
:::,
0
I ' (0 I' ,,.,
' (0 ,...,
J
~STAINLESS STEEL HOSE CLAMPS (TYP.)
~..--------3/4" GALV. RISER STRAPPED TO
~ 6'-0" T-POST W/ HOSE CLAMPS
( 2 ) SCHED. 40 PVC STREET ELLS
18" SCHEDULE 80 PVC ~ MARLEX STREET ELLS (TYP.)
PVC LATERAL LINE
NOTES
1. WRAP ALL THREADED FITTIN GS W/
5 WRAPS OF TEFLON TAPE.
2. SWING JOINT SIZE SHALL BE SAME
SIZE AS VALVE BOTTOM INLET.
0 ROTOR ON HIGH RISER 6 f-----------
NOTTO SCALE
9
z
<t:
FLOW SENSOR
MASTER VALVE
DOUBLE CH ECK
ASSEMBLY
BALL VALVE
(LINE SIZE)
~ f---➔ ?--------11
~ u
EXISTING WATER
METER (2"), STATIC
PRESSURE= 80 P.S.I.
3"
t
30" _. ' MIN.
20"
MIN. TO CONTROLLER C PE-39 CABLE
L,,---t--.ce----➔
w-+-fi 3" MAINLINE
POIN T OF CONNECTION/ WATER SERVICE
NOTTO SCALE
REVISIONS APPROVED
rESA
NO. DATE BY APPROVED BIG CANYON RESTORATION
550 W C S r , S 750 DATE:
S D ,CA92101 DESIGNED BY: DRAWN 8~: P: (619) 719-4200 t---+----+--t-----------+------1 TLJ SMR
t---+----+--t-----------+------1CHECKED BY: DATE : 06/22/2016
IRRIGATION DETAI LS
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PROJE€T NO.
H-5252-S
SHEET 21 OF 22
'I
/
/
I
#5 @ 18"
BOTH WAYS
CONSTRUCT WEEPHOLES @ 10' C.C.
3"
WITH 4" DIA. PERFORATED PVC PIPE
TRIM TO CHANNEL OR WALL FACE PLUG
EARTH END WITH PIPE CAP,
(TYPICAL BOTH SIDES)
PLACE CONT. GALLERY OF 3/4" GRAVEl:
DRAIN MATERIAL WRAPPED IN A LAYER
OF MIRAFI 140N FILTER FABRIC WITH 12"
OVERLAP UP BACK FACE OF SLAB
/
9"
(MIN)
REINFORCED CONG.
FACING SLAB
#5@18"11'P
' "
4" (MIN)
ABOVE FREE
DRAIN SURFACE
BOTTOM OF
STILLING POOL
T
2' _i_
CONCRETE SLOPE & BASIN LINING DETAILS
CRUSHED ROCK
BASE COURSE
N.T.S.
CONCRETE SLOPE LINING NOTES:
1. COAT SURFACE WITH ETCHIN G SOLUTION PER SPECIFICATIONS.
2. 7 stALANT PER THE REQUIREMENTS OF THE SPECIFICATIONS.
y
CONSTRUCTION NOTES
@ 4" THICK, ¾" AB TO LIMITS SHOWN ON PLAN.
@ SLOPE CONCRETE LINING WITH INTEGRAL COLOR PER DETAIL 1
HEREON.
@ BASIN CONCRETE LINING TO LIMITS SHOWN ON PLAN AND PER DETAIL
1 HEREON.
@ 6" CONCRETE OVER 6" AB ACCESS ROAD, WIDTH PER PLAN.
@ 3-FT THICK, 1 /2-TON ROCK SLOPE PROTECTION PER PLAN AND
CAL TRANS METHOD B PLACEMENT.
@ STILLING BASIN END WALL PER PLAN AND DETAILS 3 AS SHOWN
HEREON .
~ REINFORCED CONCRETE RETAINING WALL TYPE 1 PER PLAN AND
APWA STANDARD PLAN 610-3.
@ TOP OF SLOPE PCC RETAINING WALL PER PLAN AND DETAILS 4 AS
SHOWN HEREON.
@ RETAINING WALL SKATE BOARD STOPS 36" O.C. PER MANUFACTURER'S
RECOMMENDATIONS.
Q23} INSTALL 2 LF OF 6" PERFORATED HDPE PIPE PER PLAN.
ilndl CONCRETE LINING CUTOFF WALL AS SHOWN ON PLAN AND PER DETAIL 2
'e,, HEREON. I
I I
l ,
/
ELEV. 39.0
30
(
....... -
INSTALL
SKATEBOARD
STOPS
-•
•
-
•
•
#5@12'-' ""-;;:tf-_j
TYP
#4@18"
TYP
• •
#4@1 B",
TYP
#5@12",
TYP
3"
CLR
TYP
#5@12"
TYP
#5@12", ~ HL=4'-o" ~ VL=4'-0"
o._
<(
~
.D
'O <Xl
"'
r#5 @ 18" TYP
BASIN INV SLAB
OR PCC ACCESS ROAD #5 @ 18" TYP
CRUSHED ROCK
BASE COARSE
•
•
' N
N
CUTOFF WALL OPPOSITE SIDE OF
ACCESS ROAD WHERE SHOWN ON PLAN
STILLING BASIN END WALL DETAIL G) _______ ___, 3
N. T.S.
4
<I
)
a
N
48" WALL
LAP SPLICE
1 VERT
BA R, TYP
INTERSECTION
•
WALL LAP
SPLiCE
{STAGGER)
<I
l VERT
BAR, TYP -
( ONE LAYER OF REIN F)
i.l
CORNER
~
' "' I
NOTE : WEEPHOLES
NOT REQUIRED.
#4@18 W/
STD HOOK
#41 3' -0" @18"
W/ STD HOOK
•
10"
#5@12 W/
STD HOOK
CJ
CONCRE TE SLOPE LINING
PER DETAIL 1
fop OF SLOPE RET AIN ING WALL DETAIL 0
~ ~ N.TS.
' I I I
D/2 6d FOR #3 TO #5
12d FOR #6 T #8
\ I ' / ,..._ __ .......
D 2
TYPE A
135' STIRRUP
& TIE HOOK
ll'PE B
90 ' STIRRUP
& TIE HOOK
TIE OR STIRRUP HOOKS
*
BEND DIAMETER SCH EDULE
BAR SIZE BEND DIA.
• #3 THRU #5 D = 4d
#6 THRU #8 D = 6d
NOTE: ALL BENDS SHALL BE MADE COLD
4d
2 1/2''
MIN
',,
' ' l I I N
d = BAR DIAMETER
... ---... ,,, , ', , ' I ' I I I \ ( * I * I I. I I \ I / 0 ' \ I ' ', ,,, ,, ,, ... ___ ...
d
PRINCIPLE REINFORCING HOOKS
BEND DIAME TER SC HEDU LE
N
D
" N
N.T.S.
_F_O_O_T_I N_G_&_W_A_L_L _I N_T_E_R_S_EC_T_I_O_N_S_____,(5)
N.T.S.
BAR SIZE BEND DIA.
#3 THRU #8 D = 6d
TW 40.0
2'
ELEV. 39.5
•: ::/
/4, ,' {. .. •.
38.2 FL
#9 THRU #11 D = Bd
#14 THRU #18 D = 10d
1 1 1/2d CLR OR 1 1/2'' MIN OR MAY
lJ;::, 1f ~~l§B~E~IN~co~N~TA~1c:::::~-;:::.ED=· ='4
SEE TYPE A
ABOVE
GRADE BEAM STIRRUPS
1 ! )"( )( I 1 +
6 WHERE BARS
NOTE: BEND NOT REQ'D WHERE OCCUR IN SAME
B.ARS LIE ADJACENT TO EACH PLANE
OTHER
TYPICAL REINFORCE~;NT BAR BENDS 0
CROSS SECTION B-B CROSS SECTION C-C
N.T.S.
1.5' BENC 8" HDPE
STRAP
D
CROSS SECTION D-D
N.T.S.
PREPARED BY:
()stantec
N.T.S.
3-FT THiCK
RIP RAP PAD
_________ , ___ _
REVISIONS
NO. DATE BY
12' CI_ARiFIER CONG.
PCC ACCESS RD. PAD SLOPE
LINING ,,.~\
/ / \
// 1 \
\ / 11 \/ I ------TW=45.0 -
PAQ=44.0
'1 r,,R ~
PCC RETAINING WALL
PCC RETAINING WALL
CROSS SECTION A-A
N.T.S.
APPROVED
A PPROVED
DATE:
DESIGNED BY: DRAWN BY: 1--,----+--+----------------,,------t R. CHUNG S. CHOI
1-12.~-+-11~/_22_/~1"""6 f--,R~T~C-+-=-W~AL~L~A~N=D~SL=O~P=E =L=IN=IN=G~R=E=V~IS_IO_N_S ---+-~~-..!"c=HE=c=Krn=~BY"°:--+D~AT=E~,---~
LL,. 9 29 16 RTC SD CUL VERT OUTLET REVISION RGS D. VILLIN ES 11 /22 16
DAYLIGHT GRADING
JOIN (El GROUND
BIG CANYON RESTORATION
STORM DRAIN CULVERT
OUTLET IMPROVEMENT
CITY OF NEWPORT BEACH
PUBI.JC WORKS DEPARTMENT
PROJECT NO.
SHEET 22 OF 22
~43.0
TW
r
7 ,
. ..
, ..
~ .~ .. . , . . .... ,/: ..
::::: t-f5 I •
,.l
·:::.:·.·(P:', ·:::.-. .' . ~ .. . . ~ .. . . .. . , . .... .. . ... ... • ... " •...... .. . . • ... , •
1:I•:::•t~A&••::i:::•••:·••••• /1/ v· • \ 1:::-:::::,0.0, fi;0~/)\t•:••
s-j
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....
ff d/! -7/1 / /// j /.If I j. J f / . z z f I /f/ ! j ~ // f/ / j/· !/ !/ f/ II fl
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, .. ·: ... ·J ;;;>,,,,
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•........ ·.•· .. 1
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