HomeMy WebLinkAbout629-3 •r ° ^y 7� FILTER BLANKETS DRAINAGE DEVICES tS FOR PAVED
SIDE YARD REAR P.L(WHERE000URS) RIPRAP UPPER LAYER 3-0•
P.L(WHERE OCCURS) LOWER 5'
VELOCITY ROCK THICKNESS FILTER FABRIC LAYER
Ft Sec. CLASS (T) 2'-e' Z'-e' 1. APPROVED A�ITERL4L FOR CONSTRUCTED pF DEVICE
'�"�`)/ , 6-14 1/4 TON 2.T MIRAFl 700X POE IS EITHER 3 CONC. OR CU/�ITE W 6'�X6"
•r - W 1.4 X W 1.4 W.W.F. (WELD WIRE FABRIC)
LOT NO,-__ i. C 14-16 1/2 TON 3.4' OR EQUIVALENT SAND Z zN�SURF �/�':r OR APP'D EQUAL.
2 5' 16-18 1 TON 4.3• AS PER NOTES r-AM \ 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR
i t' 19-+ 2 TON 5.4' BELOW a :_,.,..,� TO INSTALLATION OF-PAVING.
89 l ) 100 TOP OF BERM 'S
101 SHOWN ON PLANFABRIC: F E 1.Y GROUND SHALL BE PRE-WET TD THE S417SFAC77ON
P-103.5 I ) P-100.0 FlLMIRRAn 0XOR EQUIVALENT ED�a� ,
PAD ELEV.-�� t P-99,0 TOP OF SLOPE FILTER BLANKET MATERIAL SHALL BE tY THICK&WELL GRADED P / OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TD
(AFTER REMOVAL'�� PAD ELEVATION WITHIN THE UNITS SPECIFIED BELOW: jr P.C.C. CONC. W 6'X6' W1.4 X W1.4 PLACEMENT OF CONCRETE
A B OF BERM) - STONE ( 4 SEE CONSiRUCiION NOTES Q - i7.5 C.F.S. ® CREST 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE
•',j TYPICAL R.C. SIZE lO X SMALLER(BY Weight) FOR PAVED DRAINAGE MtY LOSS RETARDANT.
SWALE LOCATION DEVICES HEREON
Y TYPICAL BERM DETAIL 12 too 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR
.C. SETBACK LINE a 75-Tao 5' -O" CONC. "V" DITCH EMERGENCY OVERFLOW DETAIL CUNITE do MAY BE INSTALLED WITH 6"X 6"
yl RTIOAL CUTJ 1, BERM DETAIL TO BE USED ON ALL 6 60-80 DES C W 1.4 X W 1.4 WELDED WIRE MESH (W•WM.).
''I SLOPES OVER 5' p N.T.S.,
R/W 12' 1 45-25 SIZES. 2 TON t TON 1/2 TON 1/4 TON D N.LS. 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION
• % 2. BERM TO BE REMOVED PRIOR TO STRENGTH AT 28 DAYS OF 2500 P.S.I.
CONSTRUCTION OF WALLS AND FENCES 3 e o-10 aTON 0-5 CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL 8 FACE OF CURB 2 TON 50-100 0-5 CONFORM TO SEC77ON 2621 OF THE UNIFORM BUILDING CODE. O
DIRECTION OF'fl.OW T,/2, NO.4 BARS 1 TON 95-100 50-100 0-5 ,13 0 24'O.C.
1/2 TON 50-100 0-5 C
1�• FLOW 1/4 TON 95-100 50-100 8"X6"X16"CONC. " C
TYPICAL LOT ROUGH GRADING 200 LB 95-100 b i BLOCKS,GROUT ALL
I- 75 LB 95-100 S CELLS SOLO 3'-0' 4" D z
H- -II 6"X6" -WIAXW1.4 W.W.M.
2 in MIRAFI 70OX OR EQUIVALENT -ROCK SHALL BE EITHER QUARRY STONE OR BROKEN SEE CONSTRUCTION NOTES I OPTION
FOR PAVED DRAINAGE Y ••-s "Ir-BENO. g C
NDT�S CONCRETE,COBBLES ARE NOT ACCEPTABLE. DEVICES HEREON T i(•-'•FL
1. BECKON'A-A"APPLIES WHEN THE J. IN NO CASE SHALL THE SWALE h STONE I 4. 18" /4 BARS a
DIFFERENCE IN PAD ELEVATIONS FLOWLINE BE LOWER THAN THE >p' SEE CONSTRUCTION NOTES T
EXCEEDS 1.0'. BOTTOM OF FOOTING WITHIN `SAND FOR PAVED DRAINAGE DOWN DRAIN ANCHOR •F. ''•+ N 77
5'FROM BLDG. LINE. 2D or 2W 4' MIN. :,-ter< DEVICES HEREON 'e y.
2. SECTION'B-B"APPLES WHEN THE n
DIFFERENCE IN PAD ELEVg710NS IS 4. PROVIDE 4'WIDE BY f'HIGH BERM �� I_ 1 •` -
f.0'OR LESS,&THE EXTRA DEPTH OR EQUIVALENT ALONG THE TOP IL-I or x' JI t2"OF FOOTING IS SHOWN ON THE OF ALL FILL SLOPES OVER 5'HIGH. IMBED 2"MIN. IN70 , T Co-DRAIN ANCHORS CONSTROCfED EVERY
GRADING&STRUCTURAL PUNS. SILL,CLASS 420-C-2000 CONCRETE
(IF SHOWN ON PUNS) FRESH CONCRETE Io•M VERncu NEICRr AND AT TOP EVE
TYPICAL LOT ROUGH GRADING DETAIL sEcnoN E- E F F 4 BARS Tor or Domm ORNN.
N.T.S. AL DOWN DRAIN
' CONCRETE PIPE � � �� SECTION D-D
F.L. CONCRETE CHANNEL D or w �� SPLASH WALL DOWN DRAIN D
EXCEPT BERMS LESS 3' I
THAN 1'HIGH g• P.L.
N.
CONSTRUCTED AT •-• •+�
f.1/2 TO I.
FL ,• - L
TOP OF - N.LS. Sp
JI
BERM ELEV PAD ELEV.-�� TOP/TOE OF 2 N.D.S.OR o.20 EQUAL
OOPP N D.S.No.20 GREEN)
SL E SHOWN 2X MIN. PAD 1.0'OR _ �\ •. - N B"
ON PLAN 2.f MAX. -ELEV.}- LESS
271 MINT --- --
P �2:1 MAX.
• TO BE REMOVED ;•„ -- --
2X MIN.-20X MAX. O FINISH GRAD Ii ..,-`. ..` \�/ SETBACK PER N R DING •G.ELEV.
pq�ELEy OPERATION TE p
31@nBi�l@i€ 2R MIN.-207f MAX. ��� ���T^J 1 0 - A..5 0 g�1�d'
2X MIN. 3 NRE TOpVS' 'AB.S.PIPE RISER
SECTION A A" P.L. SECTION "B-B" 2.1 MAX. ��\�I`\ 3(MIN) 1 VS* R JEQ
2D or 2W
(BTIERE OCCURS) IS /l4NRM. � .
� cnou,ro RETAINING WALL
SECTION F- F 9 RIM Ella. (HEIGHT VARIES-6'MAX.)
TOP OF BERM ELEV.- SHOW/ON PUN V, *BY SEPARATE PERMITS c;
TOP OF SLOPE ri
PAD ELEV.+12' N - CONCRETE ANCHORS TO BE CONSTRUCTED > C
SHOWN ON PLAN SEE NOTE 4 �. j r- 1'e" d PER DOWN DRAIN DETAIL WHEN LONGITUDINAL
VARIES 10'-20' 6'WIDE SLOT �••Y •� SLOPE EQUALS OR EXCEEDS 2:1
{ ,�( PAD 6"X4'ELBOW C
V M'"• ---P-D�Y6 1 E 5 SEE CONSTRUCTION NOTES 4' B.S.PIP C
2. SECTION "C-C" FOR PAVED DRAINAGE INV.ELEV. z
2X DEVICES HEREON G)
TYPICAL REARYARD ROUGH GRADING -"::.........: .:..
NOTE:TO BE USED ABOVE GRADED SLOPES GREATER DRAIN
THAN 5'HIGH UNLESS SHOWN OTHERWISE ON PLAN 1 3" SLAG OVER 90X
ry'• JD or 3W(6'MIN.) F
COMPACTED NATIVE SOIL N.7.5. C
m
CONC. DITCH AS CALLED FOR
SPLASH WALL AS CALLED ACCESS ROAD DETAIL RIP-RAP ENERGY DISSIPATOR DETAIL_ E RETAINING WALL DRAIN DETAIL
FOR ON THE PLAN AND N.T.S. - N.T.S.
A H ON THE PLAN AND PER DETAILS PER DETAIL"D" HEREON.
F. B,'D, OR E HEREON. C N.T.S.
fD MATC FLOWLINES 12 R/W 10' 20' f
w o�w AS S OWN N FLOWLIN R/W 68, R/W 5. GRADING
R/W OAR!SPACE OPEN SPACE
w m MIN. 54, R/W 88' R/W
a. 2 i t' 22, 22' 11. 2 7' 20. 20' 1 7' - 2 2
-_F ) t 3' I
f 3'UDIITTFiT 2 T JT 3T 71SPLASH WALL AS CALLEDwL 2X 1 2 PAD V2 1I _ 2X �1 2 2X
FOR ON THE PLAN AND ? 2 - lr 2
PER DETAIL"D" HEREON. 3 1(- �f �1 .. ..... �1 2 ... :. �t
1� 1.2'
L=6' ON SIDE (TYP.) 2' 2' p,g• 1 URLIry 3'UD 1.2'
TYP. 0.51
TYP.LILk TYP. TYP. TYP. TYP. ELT TYR 0.5' TYR
CONC. DITCH AS CALLED FOR VA IES TYP
ROUGH GRADE LINE ROUGH GRADE LINE
ON THE PLAN AND PER DETAILS ADDITIONAL STREET UNDERCUT FOR ADDITIONAL STREET UNDERCUT FOR ROUGH GRADE LINEF, B, D, OR E HEREON. ER D ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY ADDITIONAL STREET UNDERCUT FOR
B,D,E ROUGH GRADE SECTION STREETS WITH WORM DRAIN ONLY
DITCH INTERSECTION DETAIL ARDENWOOD WAY EVENING STAR ROAD & ANABELL LANE
N.T.S. ROSETTA CANYON DRIVE (STA. 12t38.34-18+64.89)
N.rs. N.T.S. N.T.S.
NOTICE TO CONTRACTOR: 72, R/W tr
S R --- m
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SETBACK GRADING R/W 5' SB S0'ACK R/W 15 A o D
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 5' 60' GRADING
MIN. SETBACK R/W
PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS MIN• 2 2 5' 102' ' o
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL to, 20' 20• to' 7• 1s' fe' 7• MIN.
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND 3• 3' 1� 3'UQLRY 3' 3' 11 f2' 39, 19, 12' 1� o g GT
N HOLD.THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, FASE.ME 1 ' I- t e 2 (O Z
REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS pqD PAD 2X w t C
PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 2 Lr -2X 2X �J- 2 2 - JT I. -- �1 2 PAD ?
OF THE OWNER OR THE ENGINEER. t .. '�1 1 - ..:..-.- - f 2im
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES _ 1 "` 1 m mm
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. t' os' 1 2 TYp. O,y °•5' Trp. 1,2' 2'
TYP. Q,g• TYP. TYR 1.2'
TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT .np TYP. TYP. 05' O'g• TYp, n
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL - ROUGH GRADE LIVE
ROUGH GRADE LINE TYR
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER ADOIRONAL STREET UNDERCUT FOR
ADDITIONAL STREET UNDERCUT FOR ROUGH GRADE LINE
a LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR STREETS WITH STORM DRAIN ONLY ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY - ADDITIONAL STREET UNDERCUT FOR
THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY
ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY ALTISSIMO WAY DORTMUND COURT TILUER LANE ROUGH GRADE SECTION
AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. SUNBLAZE ROAD SON/A DRIVE PROMISE ROAD NEWDAY STREET ROSETTA CANYON DRIVE STA. 1+00.00 11+24.34
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL CARLA COURT CORNELIA COURT BRONZE STAR ROAD ( "' o
H� REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. N.T.S. BLUE MOON STREET TREWS LANE (STA. 11+26.52 - 18+91.09) N.T.S. N
BENCHMARK: REVISIONS: SEAFERUMFIl7wPREPARED BY: / PREPARED BY: C1iY OP LAM`NI01� s I
USC AND GS BENCH MARK DI':,K IN CONCRETE HUNSAKER rx ASSOCIATES 3
" MG ERT MONUMENT STAMPED D'(i/1935.IS 38 FT WEST poFES3 � IRVINE, INC R ��Q i�N
.GM.EFOR,E
- .. OF CENTERLINE CAL I vkNIA HIGHWAY 74,33 FT oR a PAUL R.HUD STON,JR.R.C.F.5802a EXP.e/30/OB DATE INLAND EMPIRE REGION of
$ W�� !J P IN RIVERSIDE CA 92504DIT 9 9)352-7200 TRACT SUITE A-15 LqX �
i TWO WORKING SOUTH OF POWER POLE 19319 CWT. - '�enDroe i /EN /$1 / t DETAIL SHEET SHEETS
='ar NO 5890 PLANNING QNEERINC RVEYINC GOVERNMENT RELATIONS
4 DAYS BEFORE HEIGHT OF LIGHT ABOVE STAl10N MARK 1 METER. THESE PLANS HAVE BEE. REVIEWED FOR COMPLIANCE WITH
7 YOU DIO THE APPROPRIATE CONDM',"S OF DEVELOPMENT AND/OR
ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION BY APPR. DATE . SCALE: AS SHOWN PREPARED FOR: CENTEX HOMES
TOLL FREE - 1-800-227-2600 �r C VIE a` CI AND STATE LAWS,AND" PERMIT CAN BE ISSUED. W,O. FOR: F.B. FILE NO. o
ti NOTE' THE WR77CAL DATUM FOR THE ROUTE 74 2290 wARDLow CIRCLE,SUITE 150 /
_ A PUBLIC SERMCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a or CALLFp4 �� / CORONA, CA 92880-2898
UNDERGROUND SERVICE ALERT PROJECT IS 2.45 FEET LOBfi2 THAN THE VERTICAL / �!' S'�l2.0 f 0919-2541B CENTEX HOMES (OZ9 'l
DATUM FOR THE TRACT IMPROb£MENT PROJECT. CHECKED BY: PAIL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH DATE: JULY 2003 909 279-4000
KEN A.SEUMALO CITY ENGINEER RCE SB915 ( ) m