HomeMy WebLinkAbout172 REVIBIONB BY
CONSTRUCTION NOTES 8k GRADING QUANTITY ESTIMATE se ''�`5 ''
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NO. ITEM UNIT QUANTITY
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ROUGH GRADING PLAN WA /CFI
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CITY OF LAKE ELSINORE /o BLoce WALL LF /30o s Ta. N
EE REVISION
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OF INDEX MAP
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1. All grading shall conform to the Uniform Building Code /7 l/EL OG/T°/ .PEDUGE.e SF JG L
Chapter 70 and City of Lake Elsinore Ordinance 636. LU
2. Minimum building and drainage swale slope shall be 18 ifUJ
cut or fill is less than 10'. Drainage swales shall be ' �I ly41417ED .(FOCR ,P/P ,?AP Cy I,080. 0 lJ
a minimum of 0.3' deep and be constructed a minimum of - " Z W O )
2' from the top of cut or fill slopes. I- 200 , KOc✓l ,P/y ,?Af' Cc! /,/SD (n ~ ._
3. Maximum cut or fill slopes shall be 2:1 or as shown. W N
p F/LTE.2 FA6.PiC wrTH �,?f/NUL A,Q BLAAJKET SF 29,300 W
4. All grading shall be done under the supervision of a LNe"°¢ QIOD' YY.o oFr -
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- soil engineer who shall certify that all fill has been CBoce6o aver Y Z ..:.
properly placed. A final compaction report shall be
submitted for all fills over 1' in depth prior to the 7-RAC LOT,.A J 1„ !u
issuancr of building permits. J!- LiJ (. _
a,.P=643cr.Fr O Qo.=Y8.6�5 LL Q -
5. A registered civil engineer shall submit to the Building LOT".5" { - Q
and SafetyDepartment written certification of c/NE4 VE 66 (duc.rEo Li✓E,y _ _
P (21 sT 67 4w,r Qee=ZG&/c r<Bdcreo,� } (—
completion of rough grading in accordance with the D ss- /TRAc7,sDa voAFY E BLOCK GJALL
approved grading plan prior to the issuance of the ///N MERH161- 93 sJ 68 - ■F unl um Eom e
building.permits. - - yz fY 6z 6f 70 wAF 1AV -3TF 7f 7 ._Cull 78 79 80 . C5
6. Fill shall be placed in layers and compacted under the
supervision of the soils engineer. Fill layers shall
not exceed 8" in thickness. �70RM DRA/N 8 W/LLOI ff zo w,o� �8 so Q� Pzs%22Y p P22 22/
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91/�.f / Wf /Ea. 4
7. All slopes shall be planted with approved plants for DJ 30 22 ti /f6
erosion control. G/aE6 3 9 S 27 28 L7 �? q� yf ,T9 y 9" /f7/f8 /91 2/2 O8S IA
6 (11 Z6 gs nn �8 iRj� POO 20J 20P 203 20f 20T 2qB 20T
8. It is the contractor's responsibility for the location f_ 0 32 7J 77 Zy y`• 2JJ W
and protection of all utilities. N fr 76 j7 z3 s7 /9y- =1 208 W
Ob 78 7f �Q 5J � /fJ/f,Z .Q!L76E✓/EN/ 0,2� 86
9. Approved protective measures and temporary drainage
provisions must be used to protect adjoining properties �• S2 /62 /8f /Bg/d7 / /8T/d! /d3 p/O W
during grading. LOT'C" 5S /�/6f da /82 8 87
10. Dust shall be controlled b watering at all times. 53 tz \,\
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11. A permit shall be obtained from the Building Department, US//Y IIf /Sf /7f pr /7 v) Ili '
City of Lake Elsinore, prior to an 9 ,
Y grading operation. U/ /ND/f1N
12. The developer and/or contractor shall notify all utility Qu FALt rFr 1O9 /26 /rr/rf/6d Lf,B/f//Iq/Yf
companies 48 hours prior to grading: 1-800-422-4133 is
the Underground Alert number. Q, ys6,¢c , /27/2d/Zf 8/S,7/Y6 '40 9J FO -
13. All grading shall be done in conformance.with the OUTFALL C'9,I,yo /aO/3/ 32
recommendations of the preliminary soils investigation SAAJ '/7JC/,T,r. Gloo=9/.3cFs N /73 /if 155' /f3 a a
by
LE/6H7", Asr C/ 72 s ,y - o Z/aE M9 ES /36
0 N
y f 9 dated f1(/G/9 /987 D
MAR//p,/9BB FOP LOT"O' TES LL
14. All work within public rights-of-way must have an - a,PjV / /f/ /YZ fy �- $ 0 to
encroachment permit issued by City Engineer's office �� _ _ T
(Section 12.08.040 Lake Elsinore Municipal Code,' A' Q/A0=37&' �J - a IS CU
Ordinance 571). 9iL,POg� Line,/a/ , me ivlm 9T .,- B$ 5 z`o all
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9 W IS `
Yo,V /O/ /00 f1 f8 fl 76 W• ,Q�9' � 2 0
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X 5,I x ��Fti EARTHWORK QUANTITY H11-
\� ;T9D Ft ITEM UNIT QUANTITY w
p� L EXCAVATION GY a2$o00 INDEX MAP o
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REVISIONS A PPR b DATE
00 N tiv In
2 FILL GY /a57 O, OD /"= zoo' a
REVISED SHT.3,4,5,6,7,8,9,/O 3 ALLUVIAL 011SW 6XCAVAT/O/V X" C�/ 258,OW ¢ \
M IN I B REVISED SHT, 4, 7,9, o° �'� // LOT oVER EXCAVA-r/on/ 000 PROJECT SITE W
Rev13ED 5HT8. �Q �J` X 5 $WELL 0A1 ROCK @ 2% 00D CC
6 SHRINKAGE 6A/ ALLU!/JAL C B% d`y 4,OGb TR,20705
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n � Z
7 9HR/NKAGE ON JiLLU[//AL OILER EXCAVAT/ON @ /7'/. GY 4f ODO n j aI
PLAN VIEW �� 8 SUBS/OENCE ON ALLUVIAL OVER EXCA!/AYJON @ 0.0' CK 5,000 { d
vi q IMPORT Gy. 68,000 TR.2 0704-
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THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE L+tesMo W
WITH THE APPROPRIATE COND/7I0,V5 OF DEVEL-OPMENT
AND/OR C/7Y AND 57A7E LAWS/AND A PERMIT CAN 8E i
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SECTION X-X p I—Z.� ed aPP��b� t�Ni1��ep1 ;�°� VICINITY
(SCALE §
DONALD F. AleCHNER, CITY 6NG/NEER, RCE cH28T DAB
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TYPICAL PAD DETAIL
BASIS OF BEARINGS PRIVATE ENGINEERS NOTICESL TO CONTRACTOR a FAG)
LEGEND OF ABBREVIATIONS
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- 0 C _ Fs
g CENTERLINE as GRADE BREAK AtO°3Z'YS Al ALONG THE EASTERLY L/NE OF Th/E ] o i I.I
SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. BILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
WEST %z, Nhl".I.SEC 9, AS"SHOWN ON M8 /2/9S- TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT T:IIS V a w iii
TC TOP OF CURB ELEVATION LF LINEAL FEET R 2 v
- THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
FL FLOWLINE ELEVATION EA EACH PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND
Fs FINISH SURFACE ELEVATION OF SQUARE FEET LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, ----
FB FINISH GRACE ELEVATION CY CUBIC YARDS THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
BC BEGINNING OF CURVE R/W RIGHT OF WAY PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
EC END OF CURVE PL PROPERTY LINE OF THE OWNER OR THE ENGINEER.
PRC POINT OF REVERSING CURVE RP RADIUS POINT
I
PCC POINT OF COMPOUND CURVE (R) RADIAL
Vc VERTICAL CURVE EASEMENT
MIN
BVC BEGINNING OF VERTICAL CURVE MIN MINIMUM BENCH MARK SOILS ENGINEER LEGAL DESCRIPTION OWNER JOB ADDRESS o.,.
-
EVC END OF VERTICAL CURVE MAX MAXIMUM
PI POINT OF INTERSECTION AC ASPHALTIC CONCRETE SC.I. /
BCfl BEGIN CURB RETURN AS AGGREGATE BASE USG-S.MONUMENT G-J'07 ELEV. /27S"Y7
ECR END CURB RETURN RCP REINFORCED CONCRETE PIPE BRASS P:SG ON CONCRETE F0uNDATION Or- FLAG LEJ6f/TO/V F fI.SSLL�JA7£S' — ____
oc ON CURB TYP TYPICAL(OCCUR REPEATEDLY) POLE AT THE AN/MAL HOSPITAL NEAR M/ss/oN TRA/L 277/S TEFFE,PSON AVE.,SU/TE-/O/; BEING A S/4 OF
OF R POR OF THE
II FRIEDMAN HOMES,INC. OFF"
1/2 OF THE NW 1/4 OF SECTION 10, 6S. R4W, S.B.B.MzI 11155 JEfvsey BLVD.
HP HIGH POINT FF FINISH FLOOR ELEVATION AND RAILROAD CANYON ROAD. "Xle/•f0 GAL/FOZN/A,CA T2390 AND A POR, OF THE NE 1/4 AND THE E 1/2 OF THE NE 1/411 Job
LP LOW POINT NO NATURAL GROUND (7/Fj 676-00?3 OF FRACTIONAL SECTION 9, T6S, R4_W, S.B.B.M. tl RANCHO CUCAMONGA,CA 91730
TO TOP OF GRATE ELEVATION CF CURB FACE --"-'��— (714)987-0955 Shill
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��/�F 10/17/£38` I /3/8n a,aJ( n/,� rt .' ;al:g$,r
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