HomeMy WebLinkAbout78 REVISIONS BY II
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80UNDARY ^ 9 GENERAL GRADING NOTES
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` .�/ -E�'t„r �� •fn" ~4•� 1'-` �`"�' � �� F�, wed �r�, _ -9ig4 TL, I I - 1. All grading shall conform to the Uniform Building Code
'.' 17^.!%r, 0 MATCH EX.AL.SWALE /
�, �•., o3m I. 1 Idly l Im I® ,"`., I�� I IM9 �, tacO� Chapter 70 and City of Lake Elsinore Ord. 636. I'I
P.P.22'ID-1 bm � �r o P6 ` 1
C, � R:3• �� PP. M�,�+, ats\ti 6 2. Minimum building and drainage Swale slope shall be 18 if I
r� I I I ' 191.D0)T•f. cut or fill is less than 10'. Drainage swales shall be a
-A�pie-
.3kkminimum of 0.3' deep and be constructed a minimum of 2'
Vs > >v yg 8 ; i/. ro �~� ;hSAWCUrf"'+c; y oY' ' '��k' "� I•_b^ from the top of cut or fill slopes.
,�� , c• 3. Maximum cut or fill slopesshall be 2:1 or as shown.-
�. � mQ ��,. 4, All grading shall be done under the supervision of asoil
-- ! r --
,� NThO3'4D"E v; � n g; 22.0.00' L „FAI. 5%, 1 engineer who shall certify that all fill has been properly
placed. A final compaction report shall be submitted for
P, _^� ;^/,� tee=? roL4�' •��. j,°? SEW. O ®VALVE all fills over 1' in depth prior to the issuance of to
R• m �` �?` �' CLEAAOUT permits.
EX, A.C. PAVING `•r �^' �•!' � DRAINAGE TRAMSITI0M DETAIL 5. A registered civil engineer shall submit to the Building
.Sf-• A461TC. -r". /yQ2:F11T.fy'� tiyr T Cam'`.-. ti• C H, fa
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4F.S. - _ V �9.52. 5. . TL. sit," and Safety Department written certification of completion::, _. , y t1 h .4-,- .
` � h • � of rough grading in accoidance with the approved gradinga ,��, \ • D4`.1 plan prior to the issuance of the building permits.
' IT n .e 92.49 T.C. l c+' o'
L F 7 1. of maximum dry density per ASTM - O
_- .A.n �- P 6. Compaction shall be 908 y p
E%.CURB 'L P Y
sc
- `'C� I o
� (j \I
� Std. D-1557-70 Method "C".
' layers and compacted under the shall be laced in -
O LITE STAND I - 7. Fill h p y P _
12' � S" supervision of the soils engineer- Fill layers shall not _
(p oO7t. ��' exceed S" in thickness. _ z
N'R 1896�r•%• 1•E'" "'A�' P t?'E STAND OM 8. All slopes shall be planted with approved plants for erosion i
2 b" ''I LVTV STAND "v ° - `ti °'. 'V 2'DIA K'1't4'dG PEA�?YP.)l N/ control, z
6„ 6' 1'-b" - - 9. It is the contractor's responsibility for the location and _
L 4" protection of all utilities. -
10. Approved protective measures and temporary drainage provi- DO
d to rotect adjoining properties during
sions must be use p 7 4 p P 4 Sl
'i -4 CWT(TYP) CONSTRUCTIOAI NOTES: g g.
radio I
H 11, Dust shall be controlled by watering at all times. _
K 14040 1,1, *°o- CONSTRUCT 2'"r,- A.C. OVER 4" A.B. 12. A permit shall be obtained from the Building Department, '
LAP BARS 24•
E case+su71Ex to-- CONSTRUCT 16"CURB 4GUTTER PER COUNTY OF RIVERSIDE STD AID:200,TYPE"A City ev Lake Elsinore, prior to any grading operation
6ARTpWORK ESTIMATE 13. The developer and/or contractor shall notify all utility
c' F 3Q- CONSTRUCT W CURB PER COVNTY OF RIVERSIDE STD.NO.204,TYPE-D'MODIFIED FOR W CURB FACE companies 48 hours prior to grading. M.•I-NO,422-4133
4o-- CONSTRUCT TRASLI ENCLOSURE PER ARCHITECTURAL PLANS 14. All grading shall be done in conformance with the recom-
PA':1' RAW 392 CY. Ibl C.Y. mendations of the preliminary soils investigation by
AC' OVEREXCAVATION 882 092 5O- CONSTRUCT DRIVE APPROACH PER COUNTY OF RIVERSIDE STD. N0.2n NJ-IS' X°2'91 UNITED MATERIALS TESTING LABORATORIES dated MM 1.1984 4 94-2360
+4e 16 D.c. 1214 CY• 1,043 c.Y, a- CONSTRUCT CON[. DRAINAGE TRANSITION PER DETAIL
LAP BAR 24• a •• SHRINKAGE (129a) -153 - a- TRANSITION i-CF.TO JAW C.F. IN 2' /
sauo caouT _ 4•PC.0 SUBSIDmr:0.2d 4197 BQ-- REMOVE EX. CURB 1
ALL CELLS
NATURAL m =----I cu.Fr. CRUSHED TOTAL -1,121 C.Y. 1,230 cY. REMOVE EX.TRASH ENCLOSURE 1
Ci
GROUND ROLE CDNL-OMIT ID REMOVE EX.A.C.SWALE GENERAL NOTES FOR WORK WITHIN PUBLIC R/W
:S ALTERNATE HEAD � ►�-
VARIES I 16INTS AS WEEP I 2-4"PIPES
6 Mlu. I MaLEs Iu FIRST
IMPORT IID c.Y. II REMOVE EX DROP INLET
COURSE NOTE I2 RELOCATE EY. LIGHT STAND BY OTHERS 1. All work within public R/W will require a ENCROXIIMEDT
."".'r J•.y;:, Le•2,DUD PSI. � -- CONTRACDR SHALL PROVIDE WRITTEN NOTICE TO CITY permit from CITY ENGINEER'S OFFICE, H
. E.UD WALL E.R. ENGINEER DF LAKE ELSINORE IDENTIFYING SITE I3 SAWCUT 4 REMOVE Ell AL. PAVING 2.. All work shall conform to City Codes, Standard Specifica- W
3"CLR. FROM WNICM IMPORT MATERIAL IS TO BE OBTAINED, I4 PROTECT U.EDISON 4 G.T.E. VAULTS IN PLACE tions for Public Works Latest Edition and Standard Drawings. ` II
- B D PRIOR 7D TRANSPORTING MATERIAL 10 SITE. responsibility f-
94.40 NO.A- 8 AREA DRAIN (OR APPRDVED'EDUAL It is the Contractor's res onsibilit to be familiar with
15 INSTALL 3'ALHAMBRA FOUNDRY CO. 33 these standards and codes at all times. DC
ID.=D
o-
The Contractor shall notify the City Public Works Inspect
W
C IDN A-A `
SET Y
93.14 INSTALL 3" F.V.C. CH.4D
SCALE:1••2' ID'-D'• / Ib ( ) - 48 hours prior to beginning any work. Call for inspection
MECHANICAL PLANS between the hours of 9 a.m. to 4 .m. O
RELOCATE EX. SEWER HOLDING TANK SEE ) at Tkl614-312A EYr.35 be p
/ )
8 D
o- I.
/ Monday through Friday.
9240 / I E o
18 BLOCK OUT i"OF CURB TO ALLOW FOR SURFACE DRANAG
_ � 4 Contractor shall maintain traffic control at all times d
q,4,6 91.14 qp qp �19 4"DIA.CAST IRON RAINWATER LEADER during construction as approved by City Engineer or his
91.01 / N-4' (°�- INSTALL"DO NOT ENTER-SKM representative. Failure to do so shall constitute immediate J o
W.lZ BEGIN WALL 2 O.9O.40 / 91.14 T.F work stoppage. y ;
4'-0• 21 INSTALL STREET LIGHT PER COUM11 OF RIVERSIDE S1D NO.1001 br MOUNT ON EY.FT11127040149 5. It shall be the responsibility of the Contractor to arrange _Q
gl,O1 for the necessary relocation of any utilities. ~' L
TOP OF 8"C.M.U. 14'-0• 9974 // 6. It shall be the Contractor's responsibility to have a
so,_D„ T,_4. a aY N
7DPUr ggp7 / res onsible re resentative at the ob site at all times -
96'•0` 54.40 10.40 aYr FINAL PAVEMENT SECTION SMALL BE DETERMIMm AT THE CONCLUSION OF ROUGM GRADING P p 7
0-L74 BOTTOMLCURB\ // 9,4" AND ARE SU�ECT TO 7ME APPROVAL OF TIIE CITY ENGINEER during construction. LL! a Uj
7. The Contractor shall be responsible for the clearing of a `-' C III
89.74
��-� the proposed work area, and relocation and cost of all h 14 s -Ll
BT OI ---- - existing utilities. Subdivider must inform City of Lake �,r.,
Elsinore of construction schedule prior to the beginning W N a
8640 NATURAL �'` - MAD 13ENCM MARK: of construction. u Lam" G 3
4•-0• GROUND i'•�� 36'-0"
8573/� 141-0" SOILS ENGINEER: AsrD.DISK,STAMPED 6301,1935,RESET 1965, Awc III
57.07 T.F. 67.74 TF FLUSH IN 70P OF TUC CONe.BASE OF A FLAGPOLE d
I4'-0" TDP OF FOOTING UNITED MATERIALS TESTIWG LABORATORIES,IWC, MEMORIAL MONUMENT 2DO FT.SCUM OFTNE]III.. LEGAL DESCRIPTION: a
- 9640 T.F. OF RAILROAD CYN.RD AND STATE ROUTE It,'S d
BS.1 Il Il NEWPORT CIRCLE PoRUON OF PARCEL 2 OF PARCEL MAP N- BO51 ,PER MAP PARCEL
RECORDED
D5.1'4 TF FT. N.E.OF THE N.E.COft.OF ME EISINORE ILJ 600E 25 PAGES 2S of PARCEL MAPS,OFFICIAL J
SANTA ANA CALIF 92'1DEI VETERANS MEMORIAL AALL, AND 42'WEST OF RECORDS DF RIUERSIDE COUNTY,CALIFORNIA,
09, BS'm TF WALL PROFILE Q OF Ku9N ST.
114.46 IF. NO SCALE C (114) T51.4140 ELEV. 121S.971(191OADT) DATIjUNE ✓LII�I2>k
PRO]ECT MO. 24-2360 Is_T ORDER WORK
SCALE
NOTICE TO CONTRACTOR REVISIONS: PLAN PREPARED UNDER SURE SIGN DF: r DALE K. PRICE 4 ASSOCIATES,INC. II�
DRAWN
CIVIL ENGINEERS GRADIMG PLA N I .
Contractor agrees that he shall assume sole and complete responsibility for job REGISTERED CIVIL ENGINEER 90. 748114 1761 E.EUNEER AVE.,SUITE S6,SANTA AMA,CA.9210G I,
site conditions during the course of construction of this Project,including safety of allDATE` _B¢ (1W)541-1168 fOR JOB
persons and property;that this requirement shall apply continuously and not be lim- APPROVED BY: SCALE: BENCII MARK: SHEET
ited to normal working hours;and that the Contractor shall defend,indemnify and MISSION TRAIL PLAZA OF SHEETS
hold the Owner and the Engineer harmless from any and a6 liability,real or alleged,
in connection with the perforrnance of work on this Project,excepting for liability SEE ABOVE CITY OF LAKE ELSINORE FILE N0,
arising from the sole negligence of the Owner or the Engineer. l LOREN E.CULP R.C.E.34S24
DESIGNED BY: Dkff.' DRAWN BY: D.H. CHECKED BY: DATE: �✓� !✓- CITY ENGINEER DATE 6- -84 W.O. FOR: CENTEMMIAL PROPERTIES F.B. of SHEETS
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