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R°c j_LRG.°° e.c� REAR OCGORs) �B�+ CONSTRUCTION NOTt S FOR PAVED
SIDE TARO RIPRAp UPPER LAYER DRAINAGE DEVICES
P.L(WHERE OCCURS) LOWERVELOCITY ROCK THICKNESS FILTER FABRIC LAYERFt/Sec. CLASS (T) 2--s 2'-e• 1. APPROVED WTER14L FOR CONSTRUCTION QF DEVICE
LOT NO- I I 6-14 1/4 TON 2.7' MIRAFI 70OX X IS EITFIER 3 CONC. OR GUNITE WW�66"R )\ 14-16 1/2 TON 3.4' OR EQUIVALENT 160- / - W 1.4 X W 1.4 W.W.F. (WELD D WIRE FABRIC
,OqA 2 5' 16-18 1 TON 4.3' AS PER NOTES SAND z FNbN�sU .'r OR APP'D EQUAL.
gg wl 100 TOP OF BERM 18-+ 2 TON 5.4' BELOW r /i_' 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR
101 SHOWN ON PUN r TO INSTALLATION OF PAVING.
t'III 2 FILTER FABRIC: lyf. 16, ..:
P-103.5 P-100.0 4 MIRAFI 70OX OR EQUIVALENT s0 \��•• J. GROUND SHALL BE PRE-WET TO THE SATISFACTION
PAD ELEV. k�I ki P-99.0 TOP OF SLOPE FILTER BLANKET MATERIAL SHALL BE 12'THICK k WELL GRADED fo r OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TO
�. PAD ELEVATION WITHIN THE LIMITS SPECIFIED BELOW: f ,S"P.C.C. CONC. W 6"X6"W1.4 X W1.4
A I I (AFTER REMOVAL - I PLACEMENT OF CONCRETE.
,I TYPICAL R. B OF BERM) STONE X SMALLER(BY Weight) f. SEE CONSTRUCTION NOTES q - 17.5 C.F.S. ® CREST 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE
SWALE LOCATION SIZE(in) \yz� FOR PAVED DRAINAGE AIAi
< I I TYPICAL BERM DETAIL 12 100 v LOSS RETARDANT.
DEVICES HEREON
•GRTICET4BICU INE 8 75-100 5' -0" CONC. "V" DITCH EMERGENCY OVERFLOW DETAIL 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR
1. BERM DETAIL TO BE USED ON ALL 6 60-80 CLASSES GUNITE& MAY BE INSTALLED WITH 6"X 6"
SLOPES OVER 5' - 4 40-60 ROCK B C W 1.4 X W 1.4 WELDED WIRE MESH (WW.M.).
R/w , f2' 2 TON 1 TON 1/2 TON 1/a TON N.T.S. N.rs. 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION 0� / 2. BERM TO BE REMOVED PRIOR TO 1 5-25 SIZES.
FACE OF CURB CONSTRUCTION OF WALLS AND FENCES 3 8 0-10 4 TON 0-5 STRENGTH AT 28 DAYS OF 2500 P.S.I.
_ 2 TON 50-100 0-5 CONCRETE MAY BE PNEUM471CALLY PLACED AND SHALL
DIRECTIOIJ OF FLOW T/2 N0. 4 BARS 1 TON 95-100 50-1DO 0-5
CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. R Z
1Cr �-�I 1/2 To
50-100 0-5 rIJ o 2a"D.C. z
SOW 1/4 TON 95-100 50-100 rX6"X16" CONC.
TYPICAL LOT ROUGH GRADING 200 LB 95-100 Z
4'_CES
BLOCKS, GROUT ALL
75 LB 95-100 CELLS SOLID2 6"X6" - W1.4XW1.4 W.W.M. U d., ... mNOTES N MIRAFI 700X OR EQUIVALENT •ROCK SHALL BE EITHER QUARRY STONE OR BROKEN EE CONSTRUCTION NOTES OPTIONA ,a. ` RlCONCRETE COBBLES ARE NOT ACCEPTABLE OR PAVED DRAINAGE J. .• . 1$.4. m1. SECTION'A-A"APPLIES WHEN THE 3. IN NO CASE SHALL THE SWALE STONE HEREON
DIFFERENCE IN PAD ELEVATIONS FLOWUNE BE LOWER THAN THE 18 Ir:FL /a BeRS
EXCEEDS 1.0'. BOTTOM OF FOOTING WITHIN 'o T
5'FROM&DO. LINE. T�D SEE CONSTRUCTION NOTES
2. SECTION'B-B"APPLIES WHEN THE 2D or 2W 4' MIN. FOR PAVED DRAINAGEDOWN DRAIN ANCHORDIFFERENCE IN PAD ELEVATIONS IS 4. PROVIDE 4'WIDE BY V HIGH BERM T DEVICES HEREON a F.L1.0'OR LESS, &THE EXTRA DEPTH OR EQUVALENT ALONG THE TOP To )I or WaOF FOOTING IS SHOWN ON TH£ OF ALL FILL SLOPES OVER 5'HIGH.
GRADING&STRUCTURAL PLANS. SILL,CLASS 420-C-2000 CONCRETE TYPICAL LOT ROUGH GRADING DETAIL sECT13N E(IF SEHOWN ON PLANS) IMBED 2"MIN.FRESH CONCRETE T DRAIN AN
N.T.S. P.L. F F 4 BARS i10 N OOWNN MIN.
CONSfAT TIMTOP EVERY
10'IN VERW.AL HEIGHT AND AT TOP AND
CONCRETE PIPE DOWN DRAIN
D or W SECTION D-D
EXCEPT BERMS
LESS 5• p.l, I FL CONCRETE CHANNEL � SPLASH WALL
THAN IHIGH DOWN DRAIN D
CONSTRUCTED AT
1 1/2 TO 1. MIN, F.L. )•
TOR OF SPEED-D-BASIN
PAD ELEV.- TUP/TOE OF - N.D.S.No. A (GREEN)
BERM ELEV �' SLOO'PP£SHOWN 2R MIN. PAD f.0'OR �?- - OR APPROVED EQUAL
ON PLAN 2.1 MAX. ELEV}- - LESS 8' Q
2R MIN.- PAD ELEV --- -- - J' O
PAD ELEV. "2:1 MAX. TO BE REMOVED
OPERATION )
O FINISH GRADE
2R MIN.-20R MAX. PAD ELEV. (�t• SEIBACIr PER G.ELEV.
oR40M MANUAL N F R BINDING
9®IE' 'l('TIf:- 2R MIN.-20X MAX. \\ '' •• "• " \� 1 0 3,0" A1.. T�P V�L}C.IN 'AB.S.PIPE RISER
2R MIN. ��>." •. S�OR EQUAL
2:1 3(MIN) MM.
SECTION "4-A" P.L. SECTION "B-B"
(R10fE ) 2D or 2W Is
NATURAL
m"oRETAINING WALL
SECTION F- F I�I RIM a&.. (HEIGHT VARIES-6'MAX.)
TOP OF BERM ELEV.- -I 1•?Mai,
PAD ELEV.+12" 5X0""°N p'A" VAR. *BY SEPARATE PERMIT- < D
SHOWN ONOPUN SEE NOTE 4 VARIES 10'�20' f.e• d CONCRETE ANCHORS TO BE CONSTRUCTED j $
6"WIDE SL07 1 r PER DOWN DRAIN DETAIL WHEN LONGITUDINAL T Z
---PAD ELEV. �,pi" F. I.`.. ". SLOPE EOLW_S OR EXCEEDS 2.1
Z'1 E SJA,fIT' . "r ••• SEE CONSTRUCTION NOTES PAD 4"AB.S.PIP 6"X4"ELBOW n c Z
..
SECTION "C-C" 2X P�' �'- ORES HEREONFOR PAVED NAGE INV.ELEV.
n
TYPICAL BE USED AB ROUGH GRADING
INTERCEPTOR DRAIN CC
NOTE:TO BE USED ABOVE GRADED SLOPES GREATER y
CC
THAN 5'HIGH UNLESS SHOWN OTHERWISE ON PLAN ,1�
N M1, 3' SLAG OVER BOX Y.
COMPACTED NATIVE SOIL 3D or 3W(6'MIN.)
N.LS.
SPLASH WALL AS CALLED ACCESS ROAD DETAIL E
CONC. DITCH AS CALLED FOR FOR ON THE PLAN AND A N.T.S. G RIP-RAP ENERGY DISSIPATOR DETAIL RETAINING WALL DRAIN DETAIL
ON THE PLAN AND PER DETAILS PER DETAIL°D" HEREON. /'�
F, B, D, OR E HEREON. N.T.S.
rn MATC FLOWLINES 12' R/W
ww A WN ON PLAN OWLIN R/W R/W GRADING f0'S 20'
j w m 86' _ P• SETBACK 54, R/W OPEN SPACE � OPEN SPACE
MIN. �/W 88. R� ..
� f 1r zz• zz• n' 1f� r zo• zo' r z
3 3' 3'UTILITY 3' 3' 7' 37' 37' 7'
SPLASH WALL AS CALLED w PAD
FOR ON THE PLAN AND z 2 1r 2R 29 �1 2 1� 2R 2R �1
1
1 1
PER DETAIL°D" HEREON. 3 f `..:._..,..".._ ,...>. -.-- ..` 1 1 :_. ..:r. _ -- - -2 1 2 1 2R 2
,..... 1 ,
L=s' ON SIDE (TYP) z' z• 1, 1, ,UTILITY fI- - �f
w 1 0.5' f 0.5'
ttP. TYR TYP. ttP. ttP. 0.5 TYP. TYP, ENT
3'U11 1.2,. .2' I ENT
TYR EASEME TYR
CONC. DITCH AS CALLED FOR VA TES ROUGH GRADE LINE ROUGH GRADE LINE TIP,
ON THE PLAN AND PER DETAILS ADDITIONAL STREET UNDERCUT FOR ADDITIONAL STREET UNDERCUT FOR ROUGH GRADE UNE
F. B, D, OR E HEREON. B, D ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY ADDITIONAL STREET UNDERCUT FOR
B,D,E
DITCH INTERSECTION DETAIL ARDENWOOD WAY AA EVENING STAR ROAD ANABELL LANE ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY
N.T.S. g
ROSETTA CANYON DRIVE (STA. 12+38.34-18+64.89)
N.T.S. N.T.S. b O
a NOTICE TO CONTRACTOR: 12' R/W R/W � 0) z
s CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY GRADING GRADING z
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 5' SETBACK 60' R/W 5. SETBACK 50, R/W f5' R/w e N
'm PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS MIN. MIN. 5. SETBACK R/W C
E REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 10, 20' 20' 10' 2 7' 18, 18, 7' 2 102'
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND 11- 11-' MIN. - g �
3 3' 3'I111LRY J. 3' 2
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 12' 39, 39' 12' o DO
- REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PAD PAD E�EME - 1� z
3 PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 2 1 2% 2R
L z �t zR _ zR 2 n OF THE bWNER OR THE ENGINEER. �1 _..1' �1 PAD 2R 29 3 w
2 1r
mi
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 1, 2' t 1 UTILITY �1 21 0
g SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. D.s' 0.5'
TO THE BEST OF OUR KNOW-EDGE, THERE ARE NO EXISTING UTILITIES EXCEPT TYP• 0.5' TIP• TYR 0.5' TYR EMfNi
B THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL TYR ttP TYR TYR 1.1TYR OS' 0.5 TM TYF 2
o PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTTER ROUGH GRADE UNE TYR TYR
ROUGH GRADE LINE 0-5 0.5'
a LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR ADDITIONAL STREET UNDERCUT FOR ADDITIONAL STREET UNDERCUT FOR
THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY ROUGH GRADE UNE
ADDITIONAL STREET UNDERCUT FOR
e ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY ALTISSIMO WAY DORTMUND COURT TILLIER LANE ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY
E AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. SUNBLAZE ROAD SONIA DRIVE PROMISE ROAD NEWDAY STREET
a CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL CARLA COURT CORNELIA COURT BRONZE STAR ROAD ROSETTA CANYON DRIVE (STA. 1+00.00 'r 11+24.34)
r 6 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. N.T.S. BLUE MOON STREET TRELLIS LANE (STA. 11+26.52 - 18+91.09)
>a
N.T.S.
N.T.S.
REVISIONS: - z �-
p sMG PREPARED BY: /� PREPARED BY: �Y err-gg
DDD___ USC AND GS BENCH MARK DISK IN CONCRETE / Cam/ /'/, HUNSAKER dr ASSOCIATES
MONUMENT STAMPED D 307 1935,IS 38 FT WEST RA,ofESSION' c.� 4 � N/� IRVINE, INC R�� QQuu{aN
OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ,"o a NuooLss t ` PAUL R.HUD LESION,JR.R.C.E.58020 EXP.6/30/06 DATE INLAND EMPIRE REGION
Si$ DIAL Two WORKING SOUTH OF POWER POLE 19319 CWT. A+� 'may gl OF
2900 ADAMS STREET SUIT A-15 'BRACT {�• 2 7�
` RIVERSIDE CA 92504 1909)352-7200
8 BEFORE DAYS BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. H&No.58020 PUNNING/ENgNEEfONG/SIIRVEYWG/GOVERNMENT RELATIONS ff cO
8q THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH _
,N YOU DIG You DIG ��� DETAIL SHEET w
ELEV. 1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION BY APPR. DATE n THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS o
TOLL FREE - t-eoo-227-2500 CI AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN PREPARED FOR: CENTEX HOMES
_� A Pueuc SERVICE BY NOTE. THE VERTICAL DATUM FOR THE ROUTE 74 DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH rfOFl ALAf°a4 2280 WARDLOW CIRCLE, SUITE 150 WO. FOR: F.B. FILE NO. d
PRO�CT IS 2.45 FEET LOWER THAN THE VERRCAL DATE: JULY 2003 A, 0919-25479 CENTER HOMES ZI
wJ� UNDERGROUND SERVICE ALERT CORONA, CA 92860-2896 Qn
DATUM FOR THE TRACT IMPROVEMENT PRO ACT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUMALO CITY ENGINEER RCE 56915 G L_l^ G'(909)279-4000 lz
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