HomeMy WebLinkAbout645-3 5' 8'OR 12'
O' 9
P.L. FILTER BLANKED CONSTRUCTION NOTES FOR PAVED
5'MIN.
RIPRAP UPPER LAYER. LOWER s O' DRAINAGE DEVICES
3'MIN. FL VELOCITY ROCK THICKNESS FILTER FABRIC LAYER /�
Ft/Sec. CLASS (T) :'_ z•-c z-c 1. APPROVED MATERIAL FOR CONSTRUCTION QF DEVICE
6-14 1 4 70N 2.T MIRAfl 700X ' + _ IS EITHER 3" CONC. OR GUNITE W/6"X6 )
/ •-- E - W 1.4 X W 1.4 W.W.F. (WELDED WIRE FABRIC
LOT NO \ C 14-16 1/2 TON 3.4' OR EQUIVALENT SAND ��j��j Eo 5uRF� OR APP'D EQUAL.
\\ 0 16-18 1 TON 4.3' AS PER NOTES z
78-+ 2 TON 5.4' BELOW 2. INSPEC77ON OF GRADED SWALE IS REQUIRED PRIOR I ��
w" 2X MIN. PAD 1.0.OR 3'P.C.C. CONC. W16'X6" W1.4 X WL4 2 TO INSTALLATION OF PAVING.
99 a 100 101 2:1 MAX. ELEV LESS r
O PAD ELEV. FILTER FABRIC:
Z 3 - MIRAR 70OX OR EQUIVALENT Qom= 17.5 C.F.S. ® CREST �µFII' rE J. GROUND SHALL BE PRE-WET TO THE SATISFACTION
P-103.5 P-100.0 k P-99.0 TO BE REMOVEDY FILTER BLANKET MATERIAL SHALL BE 12'THICK&WELL GRADED Hc0 Y OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TO
PAD ELEV.--1 O FINISH cRgDE PAD ELEV. WrtHIN THE UMrtS SPECIFIED BELOW: �N`� PLACEMENT OF CONCRETE.
A N B OPERATION STONE EMERGENCY OVERFLOW DETAIL SEE CONSTRUCTION NOTES 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE
TYPICAL R.G. 2X MIN,-2OX MAX. %SMALLER(BY Weight)
SWALE LOCATIONSIZE in ^ FOR PAVED DRAINAGE LOSS RETARDANT.
o� Y LL��' MM. lA N.T.S. DEVICES HEREON 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR
,P 2X MAX. 12 t0o
gc-.--SETBACK LINE SECTION "B-B" 8 75-100 5' -0" CONC. "V" DITCH GUNITE& MAY BE INSTALLED WITH 6"X 6"
6 60-80 CLASSES p W 1.4 X W 1.4 WELDED WIRE MESH (W.W.M.). K'
R 72, 4 40-60 ROCK 2 TON 1 TON 1/2 TON 1/4 TON D N.i.s. 6. CONCRETE SHALL HAVE A MINIMUM UL77MATE COMPRESSION I O
/w 'c P.L. IA 05_200 SIZES* STRENGTH AT 28 DAYS OF 2500 P.S.L M n m
FACE of cuaB 1 4 TON 0-5 CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL g
2 TON 50-100 0-5 CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. Mx
y9�, y0`',DIRECTION OF FLOW TOP OF BERM ELEV.= T12 NO. 4 BARS 1 TON 95-100 50_100 0-5 3®24" D.C. = m
4• 2' PAD ELEV.+12" 1/2 TON 50-100 0-5 Z
1• TOP OF SLOPE LOW
SHOWN ON PLAN SEE NOTE 4 1/4 TON 95-100 50-100 B"X6"X16"CONC. _ z
TYPICAL LOT ROUGH GRADING 200 LB 95-100 m i BLOCKS, GROUT ALL
p 75 LB 95-100 CELLS SOLID 3'-0" 4"
PAD ELEV. Z '-a ~ MIRAFl 700X OR EQUIVALENT 6"X6`-W1.4XWI.4 W.W.M. D C
NOTES yt -ROCK SHALL-BE EITHER QUARRY STONE OR BROKEN SEE CONSTRUCTION NOTES OPTIONAL c T
SECTION "C-C" -T CONCRETE,COBBLES ARE NOT ACCEPTABLE. FOR PAVED DRAINAGE
1. SECTION"A-A"APPLIES WHEN THE J. IN NO CASE SHALL THE SWALE 1- STONE DEVICES HEREON 3" z a. "1�''BEND.
DIFFERENCE IN PAD ELEVATIONS FLOWUNE BE LOWER THAN THE TYPICAL REARYARD ROUGH GRADING h T. 1g^ , 'FL I a
EXCEEDS 1.0. BOTTOM OF FOOTING WTMIN NOTE: TO BE USED ABOVE GRADED SLOPES GREATER ''a - - _ J4 BARS
5'FROM BLDG. LINE. THAN 5'HIGH UNLESS SHOWN OTHERWISE ON PLAN ,--i;.- - SAND SEE CONS7RUC710N NOTES a
2D or 2W 4' MIN. FOR PAVED DRAINAGE DOWN DRAIN ANCHOR - I.
2. SECTION"B-B"APPLIES WHEN THE ,' A DEVICES HEREON .F.
DIFFERENCE IN PAD ELEVATIONS IS 4. PROVIDE 4'WIDE BY V HIGH BERM T- f 1.0'OR LESS, &THE EXTRA DEPTH OR EQUIVALENT ALONG THE TOP 1n� DL�r W 4 OF FOOTING IS SHOWN ON THE OF ALL FILL SLOPES OVER 5'HIGH. 12' 3"
GRADING&STRUCTURAL PLANS. REAR SILL, CLASS 420-C-2D00 CONCRETE T '
SIDE YARD I l,(WHERE OCCURS) (IF SHOWN ON PLANS)
P.L(WHERE OCCURS) I IMBED 2"MIN. INTO T
TYPICAL LOT ROUGH GRADING DETAIL SECTION E - E F I FRESH CONCRETE 10-1 oRAN ANDNDRS CONS AT Too EVER
F" 4 BAR$ f 0'IN VERTICAL NEICHT AND AT TOP AND
N.T.S. SPLASH WALL OE Or DO-oRNN.
CONCRETE PIPE I .7 - - ✓ SECTION D-D - DOWN DRAIN
EXCEPT BERMS LESS 2 5 (WHERE OCCURS) N.T.S.
THAN i'HIGH 5• P.L. D Dr w DOWN DRAIN D
TOP OF BERM 1 CONCRETE V-DITCH r
CONSTRUCTED AT SHOWN ON PLAN (WHERE OCCURS)
1 112 TO 1. 3'MIN. F.L. p - -
TOP OF =PAD ELEV- TOP OE OF TOP OF SLOPE
SPEED-D-BASIN
BERM ELEV -�I SLOE SHOWN -� __ _ __ ___ PAD ELEVATION - -
(AFTER REMovAL N.D.S.No.20(GREEN)
ON PLAN OF BERM) - `�i N OR APPROVED EQUAL
2R MIN.- E.
PAD ELEV. +2:1 MAX. SVORf.
TYPICAL BERM DETAIL i DR ,.PER
M
27 MIN.-20X MAX. PAD ELEV. t. BERM DETAIL TO BE USED ON ALL 1 3° - G.ELLv.
WN. NOTE FOR BINDING
SLOPES OVER 5' I( _ ._ �` o AB.S.TO P.V.C.,
'A.B.S.PIPE RISER
2. BERM TO BE REMOVED PRIOR TO �\ '' ��T i re Ire I91 PW CiOgg TO
3 USE WELD-ON EQUAL
SECTION "A-A" CONSTRUCTION OF WALLS AND FENCES �� . .�T� �T 3(MIN) `1 ruTu*aL SOLVENT OR EQUAL
o
cRouNo
2D or 2W � �_mp
vrt _M ELEV. RETNNING WALL(HEIGHT VARIES-6'MAX.)CONCRETE ANCHORS TO BE CONSTRUCTED OSECTION F- F d PER DOWN!)RAN DETAL WHEN LONGITUDINAL *8Y SEPARATE PERMIT* 'e a
1 CJ� N °.Y •� SLOPE EQUALS OR EXCEEDS 2:1 I j 5 �j
6"WIDE SLOT ,ef O�
4" SEE CONSTRUCTION NOTES x ` Z
VARIES 15'-20' E ° °' FOR PAVED DRAINAGE
' " DEVICES HEREON PAD 4" B.S.PIP 6'X4"ELBOW z
MAX Q100 WATER SURFACE N \ K x
-SHOWN ON PLAN - - - INTERCEPTOR DRAIN INv.ELEv. m
2X F m m
m
PROPOSED ROCK m D7
LOPE PROTECTION \ Sr'SLAG OVER 909
3D Or 3W(6'MIN.) I o
/4 TON, METHOD B) ti' COMPACTED NATIVE SOIL a
t-� - OSED ROCK E
EXISTING ui K. PROTECTION
GROUND om _
- NO. 2, METHOD B) ACCESS ROAD DETAIL RIP-RAP ENERGY DISSIPATOR DETAIL H RETAINING WALL DRAIN DETAIL
4e(BACKING
PROOSED TYPE A RSP FABRIC A N.T.S. G N.T.S.
CLASSES TD
(PER CALTRANS S ., SECTION 88.104)
("Do 8 RACENENT) 10'-20' IF 10'-20'
ROCK BACKING 26' NOTICE TO CONTRACTOR:
SIZES. , 4 TON NO.2 Ile 114 TON ROCK SLOPE PROTECTION 13' 13' OPEN SPACE OPEN SPACE
N.T.S. R/w 88, R/w CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS181UTY
1/2 TON 0-5 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
120 TON 50-100 FOR ADDITIONAL INFORMATION, REFER TO CALTSIGN" A UAL, 3 D E BANK 2 2 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS
275 LET AND SHORE ROCK SLOPE PROTECTION DESIGN MANUAL, 3RD EDITION, slat ON B AtcEss 1 T 3T 37• T -
75 LB 95-100 0-5 2001 &CALTRANS STANDARD PLAN 813-2,JULY 1992 OF A a01H SIDES Lac Iwoo FENrx 3, 3• 1(- REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
25 LB 50-100 of RoaD,EVERYT00' BO1T/SIDES OF ROADWAY � WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND
5 LB go-100 E A HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
?� �6' 6'� �;� 1 ?% 29 1 2 REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
-ROCK SHALL BE EITHER QUARRY I I 2 PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
STONE OR BROKEN CONCRETE, 2 2y 2'MIN. I 1� OF THE OWNER OR THE ENGINEER.
COBBLES ARE NOT ACCEPTABLE. •s�"'7-
3'UR 1.2' 1.2' 3'URUT1' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
AC PAVEMENT MAM ?,. EASEME O.S EMEM
1 DRY UTAJTIES I TYP, O5' Tl'P TYp SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
'.� TYR TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 5' 16 WA�I ROUGH GRADE LINE THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
rs SENER ADOMONAL STREET UNDERCUT FOR PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
SPLASH WALL AS CALLED 10, 3' 8.33'___I4.66-' ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
CONC. DITCH AS CALLED FOR FOR ON THE PLAN AND THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES.
ON THE PLAN AND PER DETAILS PER DETAIL"D" HEREON. r,-�OFFSITE SEWER & WATER ACCESS ROAD DETAIL ROSETTA CANYON DRIVE ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY
F, B, D, OR E HEREON. i AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT.
N.T.S.
N..s. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
wow MATC FLOWLINES 12' R/w Rom, REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
w AS S OWN ON PLAN - FLOWLINE GRADING 12' _ m
m 5, SETBACK 60• R/W SE�TBDACK R/W
d d MIN. 2 5' 50' GRADING s z A G7
10' 20' 20' 10, 1 y MIN. 2 5, SETBACK R/W
m 18 MIN C
E 3 3 3'UIILRY 3' 3'_I 1 12' 2 0 ED
T I(` 78' -1I T
SPLASH WALL AS CALLED w 12' 32' 32'
FOR ON THE PLAN AND ? PAD 2 Lr 2% 22� ��- EISEMEN 1� z 2 m
w 2 PAD F.F. 3' ""'z
$ PER DETAIL"D" HEREON. _ �1 2 L 2% 222?'� 1. 2 PAD r w I7
o
UTILITY :A ___ U
TYP. 0.5 0.5' TYP. EMENT 1 im 1
TYR �' TYR 0.5' 0-51 �' JJI EM 'UTILITY
CONC. DITCH AS CALLED FOR VAR ES ROUGH GRADE UNE TYP. TYP. OS' 0 5' TYP, M ,
OTYR
N THE PLAN AND PER DETAILS ER D ADDITIONAL STREET UNDERCUT FOR ROUGH GRADE UNE TYP TYp•
u F, B, D, OR E HEREON. A,B,D,E ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY ADDITIONAL STREET UNDERCUT FOR ROUGH GRADE LINE
ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY ADDITIONAL STREET UNDERCUT FOR
DITCH INTERSECTION DETAIL BURNET STREET, SUNSPRITE STREET, ELSINORE HILLS ROAD & DIANA LANE CRIMSON PILLAR LANE OREGOLD COURT SEAFOAM CIRCLE ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY
SUNSPRITE STREET ROYAL SUNSET ROAD PASCALI LANE
N.T.S. N.T.S. MARQUISE STREET CHAMBORD STREET PORTIA STREET ELSINORE HILLS ROAD
LANGERFIELD COURT
N.T.S.
N.T.S. z
: REVISIONS: - PREPARED BY: PREPARED BY: P"OF LAKE
PDIG o HUNSAKRV do ASSOCIATES
USC AND GS BENCH MARK DISK IN CONCRETE - ��/i IRVINE, INC Rdll C �rL, ��a PLO�N
�w MONUMENT STAMPED D 307 1935, IS 38 FT WEST RgOFE5SI0N,, rt`='E
OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ��4o a HUDOEes y yc) PAU R,/UDDLESTON,JR.R.C.E.58020 EXP.6/30/O6 DATE IN00 ARAM STREET A-15 of
o 0 DIAL TWO WORKING a f ION
RIVERSIDE CA 92504E(909)352-200 TACT E*ro• ��
SOUTH OF POWER POLE 19319 CWT. a,g�e/MA>8 m PLANNING/ENgNFERING/SURVEYING/GOVERNMENT RELATIONS DETAIL SHEET 21
BEFORE GAYS BEFORE No.sBD2D E PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH m
YOU DIG YOU OIG SHEETS o
is HEIGHT OF LIGHT ABOVE STATION MARK i METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR
MARK DESCRIPTION d-YAPPR. DATE SCALE: 1"=40' PREPARED FOR: CENTEX HOMES
6. TOLL FREE 1-ea0-227-2600 ar CIYK +' CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED.
zT A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEA BUSCH f OF CAL0 � 2280 WARDLOW CIRCLE, SUITE 150 jW'O* FOR: F.B. FILE NO. o -
-� �•••- �� p(,/t�p¢ CORONA, CA 92880-2896 0919-25478 CENTEX HOMES /„L15 zl
UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 DATE: JULY 2003 �v z
�x
CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUMALO CITY ENGINEER [� 56915 (909)279-4000 - I,