HomeMy WebLinkAbout70-257_70-254 GENERAL NOTES
1. The contractor shall be responsible for the clearing of the proposed
work area,and relocation and cost of all existing utilities e6howlkaw
pel�fMl.Subdivider must inform County of construction
OP schedule at least 30 days prior to beginning of construction.
SHEET 2
-- 2. Subdivider will install street name signs conforming to type
P\J used by the City of Lake Elsinore,
LAKE ELS/NORE
�9 3. All work shall conform to the requirements of the Riverside County
9y Road Department specifications for the improvement of subdivision
0
22 2/ streets,dated 1970,County Ordinance 461 and subsequent amend-
1 r'� ments.
4. It shall be the responsibility of the contractor to notify the engineer,
after the base course of the street has been installed,to install street
N' 00 0 centerline monuments required by Riverside County Ordinance
No.461 and shown-O-on plans.Centerline monuments(Type"A")
may be set before or after pavement and base course for the street
N
20 /9 111117 /6 /5 /4 /3 Q v� have been installed.If these monuments are set after the street struc-
ta �2 tural section is in place,such monuments shall be cast-in-place in
2 = /2 2 neat holes,and removed pavement shall be replaced with hot plant
mix material a a quick-set concreteadmixturewith spike and surface
washer as shown on county standard No.902.
FT
3 �� �/ // PROJECT LOCATION 5. It shall be the responsibility of the subdivider or con tractorto apply to
/ J 3 the Riverside County Road Department, Permit Section, for an
4 5 6 7 8 9 /O VICINITY MAP encroachment permit, for all work on existing County maintained
roads. However encroachment permit will be required for sidewalk
2 No SCALE construction within the dedicated street sections.
6. All underground facilities, with laterals, shall be in place prior to
j 23 22 2/ 20 /9 /8 /7 /6 paving the street section including,but not limited to,the following:
rr- Sewer,water,electric,gas,drainage.
I 7. Prime coat required prior to paving on all grades in excess of 10%.
4
T SHEET 3
8. Select system streets to be constructed according to California State
Specifications.
5 6 7 8 9 /O // J12 /3 /4 /5 dso, 9. Curb depressions and driveway approaches will be installed and con-
J1 structed according to County Standard No.207,as directed inthefield.
/ 5 7 // // 7' m' S' /• 10. It shall be the responsibility of the subdivider or contractor to apply to
the State Division of Highways for an encroachment permit for all
INDEX MAP 8 FLOW CHART 3 work performed within the State Right of Way.
SCALE: / /00' h 'u"�,r. / z 2 /4-m�/f' 11. Sewer pipe may be vitrified clay or asbestos cement pipe.Asbestos
3 _ cement sewer pipe placed on a grade of less than 0.60%shall be epoxy
.. ... .......... .......... . .. .. ..,_..,.- .: ....... :.:....... ....,. _ lined.
Corso 9/deure/P par A'✓ "Aggreqvre Bose-C/3(0339 - e0-,ebered-T 6g1ode -ryoe'q'eu 6 e 12. All sewer lateral locations shall be marked On the adjacent curb face.
Co. S/d 400,401 e 402 A v Co. 91W 20a
RIVERSIDE COUNTY STD NO. /05 13. Non-rocking manhole covers must be installed on all manholes that
are in the roadway section.
TYPICAL SECTION 14. All street sections are tentative.Additional soil tests will be taken after
rough grading to determine the exact street section requirements.
MORRO WAY GOLDEN DEN COURT QUA/L KNOLL Base thickness shown on these plans are for bond estimate purposes
OUANT/TY ESTIMATE only.
15. Sewer will be installed by subdivider for the Elsinore Volley M.W.D.
16. All materials used and installation shall conform to Riverside County
No. DeBCKiPliors Ouonfify Ouontify Subdivision Improvement Ordinance No.461.
STREET
50
r4S a✓ot'on /no. rive roma vo/ 6,POZ cy I� '
2. Typa" ur fQu Ci
Ir Q 17. Grading over sewer main shall be done in such a manner as to prevent
Mr 2,e? /f /,4/7 L.rr
se' q the"ponding"of water.
3 "X"Qurrer�9�ndie/9 /,299 e.P
4 $iCeuro/L' /4•B74 !.>° .'�,7B2 e./' /' //' 24 5' /y,B' /
- -- ,� 18. For separation requirements between sewer and water lines.(County
3 Oii ve A,oproachea exc/ud rlq comme cis/ 5,04o a.Y e,arB,.r .0 loiiob/e TAickxra Standard No.609.)
!o. A'ggreqo%Base C/S 6Ge c.0 297 c.r; 1y 0.98'F.0 paving W A.0 Lb✓inq
Z AfC P vinq eez/ana eeosMs Q ..-o/o'Mino¢ 19. Sewer laterals will be installed Y Standard Nos.600 to Count
e 2"x6"A'eduroadHeoder 9e2/.L %4'peir'r
L 67 l: sa /err.
9. Type Qu/b'e MorLrara 4 eo. -- �� and 601.
/0. 5rroe/Nome Sr'gna r " -ggqreqora 9 O '
/L "sroo" .'na z eo. r.^SO 20.All work shall conform to the City of Lake Elsinore standards and
q -Comrwe/ed 9ubgiode
Hkf// where no standards exist,the County of Riverside standard plans
/2 COP Exr,finq LUTP gum _ _
/9 R riiaada /ee Srd 400,40/0404 9 S/d 200 6 tQu//eiLv A✓Co
shall prevail.
/4 .qe/sera Go riaoda /ao.
SEWER RIVERS/DE COUNTY STD. NO. /0/ (MODIFIED)
1 4"l!CP Lekie/i Aire.r/ TYPICAL SECTION
3 Manhole, 4 ea 3 cv.
4 C/eanour / eq. -
GRAND AVENUE
Scale:/"=5'
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0
Y 9 y PRIVATE ENGINEER'S NOTICE TO CONTRACTOR [REVISIONS APPROVED BV. DWG NO
certi! that the desi n of the sewers stem in this Tract is in accordance / � N EST E, BRV DI N & STONE C/TY OF LAKE ELS/NORE Nwith the sewer system expansion plans of the Elsinore Volley Municipal --- -- y/,c�C •��•�*'OWater District and that the Waste disposal system is adequate to treat Contractor arrccs that he,hall assume sole.and complete responsibllity for fob REGISTERED CIV L ENGINEERsCIVILeCOENGI N EERS IMPROVEMENT PLANSNthe anticipated wastes/ram the proposed Tract. site conditions dw ing the course n(construction n(this Project,including safety•of all ___ DATE: /f / q f .R......... ..Nn o1...I.. ^/ Q _ Ipersons and propem;that this requirement shall apply continuously and not be lim- TRACT /YO /IOT R
ited to normal tcorking hours;and that the Contractor shall defend,indereniN and - _ APPROVED BY: / SCALE BENCH MARK-U.S.C.BG.S.BM0313By.' I.I mi.s/a Elsinore Military Academy
hold the,01-crand the Engineerharmless from any and all liability,real or alleged, AS Noted OF SHEETS
Title: in connection ss ith the performance of work on this Project,excepting for liability - - ❑Ty F LANE ELSINORE on N.E.side of Grand Ave.Dy ach.ear. STREET AND SEWER PLANS LJ�LENO.Date: arising from the sole negligence of the 0,ner or the Engineer. NED BV. Mis LM /$,/978 DATE ear Wd1os.Pt.Motel-Jones Beacn
ii DRAWN BY: CHECKED BY: DATE. `� ✓ON 78 ELEV. 1271.83 W.O./'/J7O82.00/ E.B. I0894
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QUAIL KNOLL GOLDEN COURT
TRACT NO. //048 TRACT NO. //048-/
CURB CU?YE OATH
N¢ d 0 L T
/ /0•/4,//" //91.00• P00/' /003, REVISIONS O •_
P 90•00100^ e7oo• 5e/z lzaa• APPROVED BY NESTE, BRUDIN & STONE CITY OF LAKE ELSINORE owe No
L 90.00'00" P300' 3979' Z3.A9' REGISTEREDLIVIL GINEERNO.�� CIVIL coENGINEERS STREET AND SEWER IMPROVEMENT N
1 /i•/J'37' //Z.00' 3/7D' /i.00' DATE: / 'I9 S
APPROVED BY: SCALE: •ry•`•„BENCH MARK,r rRQcr No. iio48
7 90.00'00^ 90.00' 4,/P' 90.00' -�� •• HOr/Z:I'-50 OF-3 SHEETS
_ CITY F LAKE EISINORE Vert: I"-5' See Sheet/ OUQ/L KNOLL 8 GOLDEN COURT
DESIGNED BY:•T.2 DRAWN BY.��, CHECKED BY: DATE: ~T /s /97J DATE FILE NO.
✓on 78 w O H77082.00/ F e P4-/0894
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