HomeMy WebLinkAbout01-20_01-26 r
y, GENERAL NOTES
CITY OF LAKE ELSINORE
• A
1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND !N
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
STREET IMPROVEMENT PLAN OF AVAILABLE RECORDS. APPROVAL A THESE TO THE
BY THE CITY OF LAKE ELSLET N ES C4
.� GOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS
OF THE LOCATION NOR THE EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND
UTILITY PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR
SIMMONS#AvtM F IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF
ALL UTILITY PIPES OR STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT.ANY
LAKB F O R UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR '
usvaRe
REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR A
• i s rwuAr Aor�a"" � ` T HIS EXPENSE.
�.
2• ALL WORK SHALL CONFORM TO CITY CODES,STANDAAO SPECIFICATIONS FOR PUBLIC
TRACT N o /J�(1.�� O�/wJ
I
y SECT WORKS CONSTRUCTION(LATEST EDITION)AND STANDARD DRAWINGSFAMILIAR
OF THE COUNTY
/ SITE Comm OF 7771
OF RIVERSIDE.D IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILUUa WITH THESE
NrnNUAeNs Nttt -- ( I I I ern I - ( STANDARDS AND CODES AT ALL TIMES.
NWrra ry Swr SD SHEETS - j I
TP Nwr �� __ ( I� 1 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR
VICINITY MAP ST PLANS SHEETS - ` -- TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909)674-3124 EXT.247BETWEEN {
JI Il I�Il �� THE HOURS OF 9:00 AM TO 4:00 PM MONDAY THROUGH FRIDAY.
NOT TO SCALE --------J CONTRACTOR'� \-_� _� \-_� �---
----- - _ ----_ -- - - 4. ACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH NS
-- -. ,:.
TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTIONION AS
AS
- --a90 A`SNA ��- •+ ' APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL
,�, •1A6 -- - SEE SHE T 2 - ,�- SEE HEFT 2 '�SEE SHEET REQUIRE IMMEDIATE WORK STOPPAGE.
T' -� M e Ao ■y ml.
M/W p/W T ■ ■ ■ ■ e �i.l I $I S. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE
N -- -- - 3'f,,.,� • p;; REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION
Bo' ■ _ _ 4r I�" Diu°1 uD>LLY carer JI ,r
-� - 4 S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE
t' • I' W NECESSARY RELOCATION OF ANY UTILITIES.CONTRACTOR SHALL NOTIFY ALL UTILITY ( '
SEE HEE 4 FFT�NM III li 4 COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.THE
BeNNCN e �• SE SH I� rn CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.SA.)AT 14OD- 0
IN
4' S' . E0.5 6' s.5 N ■ a a W • T 11,• « w `, NG 227.2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
A/C PAVEMENT �.1o�e • . a I I i, (y .
M�77
'` rv' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED
e E Ste',� WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER MUST
• %•• r ,sAj, IRK.RR K T,,, - INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE -
eNCe.Muc � ��' A'"'+•' °a Alamm
-'` I',' y. • twloo_ BEGINNING OFCONSTRUCTK)N. C
•' 4eAVfGnrc EX'Rw' i a b fig; ° ,S ' B. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING
bAse I NYTr.NtC►WT e..C f q.. x I•" ,�. - _ " IS y --- THE STREET SECTION INCLUDING BUT NOT LIMITED TO SEWER,WATER,TELEPHONE.
ASSUMED R VALUE=50 a Nn � ! N�3 ELECTRICITY,GAS AND DRAINAGE FACILITIES. -
urT
YA.=5.5.0.25 ACl093'AB CLASSB Y V ('
PICAL SECTION M ■6 ____ S. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL 601E TESTS WILL BE TAKEN AFTER
NOT TO6C
LAG"AVENUE TOUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED.SECTION
ALE W
------ --a1lCiow►r--_.__... ------- -- - - - ---- - THICKNESSES SHOWN ARE FOR BONDING MiPOCE6 ONLY.
-- go, ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND f
r- ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE
CONSTRUCTION L / NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS
_ wW - p/W SCE V-100 -- SHALL BE IN THE FORM OF'AS BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR
I - i APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. I
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION
s' No' Ll' IS- SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. t
ccovn 4 NWrA■ CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF
' 4• S' ' l +s' ash : STREET CONSTRUCTION NOTES&ESTIMATED QUANTITIES DESCRIPTION STD.NO. QUAN. THE PROJECT BEFORE ACCEPTANCE IS GRANTED.
IA/C PAVEMENT I 1 CONSTRUCTION 0.25'A.C.OVER 19,074 S.F. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE
isawcu No 0.50'A.B.CLASS II WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE
%•' Ti V8X 5 z.B2% E p 2 CONSTRUCT 0.25 A.C.OVER 83,674 S.F. CONTRACTORIDEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF I
0.33'A.B.CLASS II INSURANCE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT
••••• '' '' �� "- 3 ASPHALTIC EMULSION FOG SEAL 2.4 TON PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF
A+ aocwroAc ex.sew. S CONSTRUCT TYPE A•6 CURB RcrO No.zoo 4,666 L.F. PROJECT CONSTRUCTION WITH AN APPROVED SET OF IMPROVEMENT PLANS.
... EX.C t G I
�aAsi \ Pv�ir - - -� 7 CONSTRUCT CROSS GUTTER RCTDNO.209 1,214 S.F. -
��l B CONSTRUCT SIDEWALK RCTD N0.6008.01 19,570 S.F. 13. IF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF
a CURBGurTER ASSUMED R VALUE.50 9 CONSTRUCT CONCRETE DRIVEWAY RCTD NO.207 8,316 S.F. CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE'GENERAL NOTE'SECTION
TJ..8.6,0.25 AG0.5D'AB CLASS n i APPROACH OF THE IMPROVEMENT PLANS.
TYPICAL SECTION 10 CONSTRUCT CURB RAMP CASE A RCTD NO.•03 8 EA
NOT TO SCALE 11 INSTALL STREET NAME SIGN C1TV NO.MI 6 EA.
AVENUE 15 GRANDVIEW AV INSTALL STREET LIGHT 9500 LUMINS RCTD NO.1000 11 EA
6TA.IZ+04A3 to sTA. z0+00.00 I 16 CONSTRUCT FLAT OUTLET RCM 303 1 EA. -
DRAINAGE STRUCTURE Nz
17 CONSTRUCT 4'PRIVATE QRAIN RCTO 310 I EA.
• 7,,=,xN CURD
all a" LEGEND OF ABBREVIATIONS -
so
R,�■IpI� I IL CENTERLINE G.B. GRADE BREAK STORM DRAIN CONSTRUCTION NOTES&ESTIMATED QUANTITIES
T.C. TOP OF CURB ELEVATION L.F. LINEAL FEET DESCRIPTION STD.NO. QUAN.
( ___J.- W 20 INSTALL 48"RCP,1400-D 502 L.F.
4' 0' �, �, g• 4"1 F.L. FLOWLINE ELEVATION �• EACH 21 INSTALL 36"RCP,2000-D 644 L.F.
F.S. FINISH 6URFACE ELEVATION S.F. BYUARE FEET 22 INSTALL 24"RCP,CLASS IV 118 L.F.
A/C PAVEMENT I F.G. FINI5R GRADE ELEVATION C•Y• CUBIC YARDS 23 INSTALL 18"RCP,CLASS IV 28 L.F.
I •' 2.0'r• z:o; � � 24 CONSTRUCT M.H.NO.2 RCFCD M.H.252 2 EA. -
y T �� fL•' N. B-C, BEGINNING OF CURVE p/W MIGHT OF NAY 25 CONSTRUCT T.S.NO.3 RCFCD r.S.303 1 EA.
E.C. ENO OF CURVE P/L PROPERTY LINE 26 CONSTRUCT M.H.NO.1 W/O SHAFT RCFCD M.H.251 1 EA.
- - SIDEWALK 27 CONSTRUCT J.S.NO.4 RCFCD J.S.229 1 EA -_
6'Cue,5{ AGGE$ATE BABE 28 POINT OF REVERSING CURVE p.P. MADIUS POINT 28 CONSTRUCT CATCH BASIN W=28' RCFCD C8102 1 EA. -
40rrER P.C.C. POINT OF COMPOUND CAVE IRI RADIAL 29 CONSTRUCT CATCH BASIN W=18' RcFcD CS 100 1 EA.
ASSUMED R VALUE.'-IO _
30 CONSTRUCT CATCH BASIN W=16' RCFCD C 100 1 EA.
tJ..8.8,o.z5 ACA.33'AS CLASSY � V.C. VERTICAL CAVE ESII'T. EASEMENT 31 CONSTRUCT CATCH BASIN Wx5' RCFCD CS 700 1EA.
TYPICAL SECTION B.V.C. BEGINNING OF VERTICAL CAVE MIN. MINIMUM 32 CONSTRUCTLOCAL RCFCD LO 201 3 EA. -
NOT TO SCALE DEPRESSION NO.2
MOLLY COURT,TRABUCODRIVE E.Y.C. END OF VERTICAL CURVE MAX. MAXIMUM
33 CONSTRUCT CONCRETE PIPE PER DETAIL 6Hi.N0.7 2 EA.
MEGAN COURT,MARIA COURT P.I. POINT OF INTERSECTION A.C. ASPHALTID CONCRETE sLOPEANcrIOR NOTICE TO CONTRACTORS
HALF MOON DRIVE
B.C.R. BEGIN CURB RETURN A.B. AGGREGATE BASE 34 CONSTRUCT LOCAL DEPRESSION NO. RCFCDLD202 1 EA.
35 ICONSTRUCT CONCRETE SPILLWAY PER DETAIL SHT.NO.6 L.S.
UMEAGROUNO SERVICE ALERT E.C.R. ENO CURB RETURN T.C.P. REINFORCED CONCRETE PIPE 36 CONSTRUCT 2-1/2'A.G. 1 1800 S.F. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
�oR r CALL' TOLL FREE D.C. ON CURB TYP. TYPICAL(OCCUR REPEATEDLY) 37 INSTALL54"CMP,12GA. PER DETAIL SHT.NO.8 1 EA. FOR JOB SITE CONDITIONS DURING THE OF THE CONSTRUCTION OF THE PROJECT',
STANDPIPE AND GRATE ASSEMBLY INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL
rD H.P. HIGH POINT E.P. EDGE OF PAVEMENT ' APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
38 CONSTRUCT M.H.N0.4 RCFCD M.H. 1 EA. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER '
1-000 L.P. LOW POINT -N.G. NATURAL GROUND -.. 39 REMOVE EXIST.CONCRETE BULKHEAD 1 EA. -- -----"HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH
® T.G. TOP OF GRATE ELEVATION C.F. CAB FACE 40 CONSTRUCT CONCRETE BULKHEAD RCFCDM.H.818 1 A. THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING
u' O
7-EB00 41 INSTALL250 LB.ROCK RIP-RAP 37 C.Y. FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
2 FEET THICK
-
TWO WORKIM9 DAY$BEFORE YOU DIG
THESE PLANS HAVE BEEN REVIEWED FOA COMPLIANCE WITH THE SEA OFESS/ BB BENCHMARK CITY OF LAKE ELSINORE SHEET NO.
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY ANL QR ONq BS Lohr + ASSOCIQI@S Inc RIVERSIDE COUNTY BENCHMARK NO 25.90. z
THE STATE LAWS, ITT A PERMIT CAN BE ISSUED. �� 43513 Rid s Park Drive STANDARD DISK SET IN CONCRETE 0:1MILE N THE COUNTY OF RIVERSIDE CALIFORNIA
ANDt^ g NORTHEASTOF INTERSECTION OF MACY STREET
Civil Engineerng Temecula CA 92590 AND GRAND AVENUE ON THE SOUTHEASTERLY TITLE SHEET
NO. 20508 Z, Surveying Ph. 909 676-6726 SIDE OF MACY STREET 9B FEET EASTERLY OF STREET IMPROVEMENT PLAN .)
/JB�y THE MOST EASTERLY CORNER OF ADDRESS %
rn PREPARED UNDER SUPERVISION OF: #32825.35FEETNORTHEASTOFNORTHEAST FOR OF 7SHTS.
R Y OND O'DONNELL RCE •26609 CITY ENGINEER DATE w EXP. 8-.30-01 r.1 •rJ
� GATE POET IN 4-FOOT CHAIN LINK FENCE
3•16.02 FWAD. 1 INSTALL PR/VATEDRAW LOTS4 BNT No's •t -■ * * .,-FOOT.SOUTH OF SURVEY MARKER POST.ELEV. TRACT. No. 29304 FILE NO.
THE RI PRIVATE ENGINEER FIND AC EPTABTHESE LIANB Ie HEl DESIGN E HERFOREON.
NJ, r G�31y-Zalm 1265.00
ASBUIIMe THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. DATE BY MARK APPR DATE 7
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR lE. CIVIL Otl`' DO LOF1R DATE SCALE: PREPARED FOR: MITCHELL
BAYALDRMENSUITEC102
WIIING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE ENGINEER REVISIONS COUNTY OF 11 As NorEp �i
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTIGM AM CA IIIf
REvieINY THE PLAN FOR APPROVAL Br THE C01■ITr. DESIGNED BY DRAWN BY CHECKED BY R. NO. 20508 EXP. GATE. 9-30-0/ WESTLAKE VILLAGE, CA. 9l362 (Bf81997-9282 j
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i Z6. SHADOW
32"1�!1* LAKE RIDGE RD, HALF MOON DR. MOUNTAIN LN,
ON LAGUNA AVE.
G. 1;
DL &L EXIST.IHPROVMENTS
In GRARINIC,gVE, lei
EXIST.IK9MVMFNTS I I ' 27.4* 1
DIN. 1109. VIR. EXIST.IMPRaVMENTS EXIST.IPlPR9VMEN
PER TR.24235 'T�2z PER P U. 84-1 9 -1 4.5' C.
SIA. Rio A. PER P,U.D. 84 SO P.LLD. 84-1
39 "t
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(1387.M TO J •I sip. &L EX. S,L
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END ASPH. pr
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TRACT BOUNDARY TRACT I hl in
RI S I OF R
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CONIC.DITCH 13.57' I
PER TR.292104 S=0.06
ROUGH GRADING 41 40
PLAN 6 5 5 4 3 2 38 Z 11
7 cl I
I I R !2 39 116;
I
C,
_1111 II 11 to 20 - 9.5'
I CONSTRUCT16N NOTES
(D CONSTRUCT 0.25 AC PAVEMENT OVER 0.50 AB CLASS 11 HALF MOON AVE. LAGUNA AVE.
(1) CONSTRUCT CONIC. CURB & GUTTER (6* C.F.) SEE SHEET 3 SEE SHEET 4
(b CONSTRUCT CONIC. SIDEWALK
(D CONSTRUCT ACCESS RAMP GRAPHIC SCALE
UNDERGROUND SERVICE ALERT CURVE TABLE LINE TABLE INSTALL STREET NAME SIGN PER CITY SM. 201 o
ALL: TOLL FREE CURVE DELTA RADIUS J�VS 1 LENGTH I TANGENT CONST. FLAT OUTLET DRAINAGE STRUCTURE, S 3.0' GRANDVIEW AVENUE
...T 00.
190W,le 1 2&00, 1 39.27 1 25.00' INSTALL STREET BARRICADE IN FEET
1 800 39.3S 25.06' INSTALL STREET LIGHT I inch� 40 ft.
227-2600
7VY0 WORKING DAYS BEFORE YOU DIG
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL, ENGINEER SHEET
APROPRIAT CONDITIONS OF DEVELOPMENT,AND/O CITY AND BENCHMARK CITY OF LAKE ELSINORE
THE STATE LAWS,AND A PERMIT CAN BE ISSUED. E L Lohr + Associates Inc <*Rw 2
0, Lund 13.Md*.Pa D02 STREET IMPROVEMENT PLAN 2
CT ±M
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Sylimg Ph.909$76-6726 Fax BOB 699-ONS GRANDVIEW AVENUE STA.8+73.10 OF 7 SHEETS
SEE SHEET NO. 1
AR DO
A M ENGINEER DATE 9-30-01 PREPARED BY: DATE: :r-ZV.&l I
THE PRIVATE ENGIN ER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY RA TI'D.NNELL _R0C.0E #.2660-3 -'C" TO
7F
Z"
_31
ANO ACCEPTABILITY OF THE DESIGN HEREON. STA.20+00.00 FILE NO. M,
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTIONDATE I BY MARK APPR. DATE
ENGINEER I REVISIONS CITY OF DONAILD��.OLOHR SCALE:
THE PRIVATE ENGINEER SMALL BE RESPONSIBLE FOR THE DETERMINING AND ACCEPTABLE SOLL TION PREPARED FOR: MITCHELL DEVELOPMENT INC.
AND REVISING THE PLAN FOR APPROVAL BY THE CITY 1!�Ipwrft 0V R.C.E. b. 20508 EXP. DATE 9-30-01 AS NOTED 31225 LA BAYA DR. SUITE 102
DESIGNED CHECKED BY 1 0. WESTLAKE VILLAGE, CA. 91362 (818) 597-9282
DATE: 03/06/00
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C)
Q) CONSTRUCT 0.25 AC PAVEMENT OVER 0.33 AB CLASS 11 MEGAN COURT CRANDVIEW AVE.
GRAPHIC SCALE S SHEEZ, 4 3 SE T 2
:711G:
a �o CONSTRUCT CONC. CURB & GUTTER (6" C.F.) 1 11011 20'
16 15
6
IN FEET CONSTRUCT CROSS GUTTER
:100
I inch 40 ft.
R/W,\ 7
(a) CONSTRUCT CONC. SIDEWALK
R/W
CONSTRUCT ACCESS RAMP
N53*40'49'w 210.Do, b A. '7zl\0T-
INSTALL STREET NAME SIGN
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INSTALL STREET LIGHT
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MARIA CO UR T
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22 +pi .21 20 19 18 17
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ai
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--- --- I 1'�----,
13 N36'19'11'E 415.85 CURVE TABLE NE TABLE
A
CURVE DELTA [RADIUS LENGTH ITANGENT CURVE I D/B RADIUS LENGTH TANGENT
'1 0 N -33 205'31'41r 30.00' 13IL31' 187.73' 0 110-14!12" 110.00' 19.65' 9.85'
25*31'48* 110.00P 49.01, 24.92' <1 I 90MO'DO' 25.00' 39.27' 25.00
R/W lO'lel2* 110.00' 19.6w 9.av 1214!29' 280.w 59.82' 30.03.
55W12. ".Do! 57.8e 31.39* 82*30'19* 25.00' 38.00' 21.GY
UNDERGROUND SERVICE ALdRT ki 39*4722' 55.C-W 43,19' 19.90' 12'14'29' 00` 64.10' 3217
4 45MO*DO' 35.00' 27.49' 14.50' 04*4,V48' 00` 27.34' 13.T87
ALL: TOLL FREE 25 31 32
29.
24 L5 d 26 27 28 29 30 1 �2 25'31*48* 1 4.35' 82.14' 41.76' 12'le 280.00' 1 57.89 1
6 pi 55.00' 1 43.20' Iq.w 12'14'29' ".00'
800- 31.39, 16
I �0 1551,VI2- 1 GO.W 1 57.84! 1214'29' 320.00'
227-2600
TWO WORKING DAYS BEFORE YOU DIG 0
THESE PLANS HAVE BEEN REVIEWED FOR COMPUMCE WITH THE SEAL. ENGI rER BENCHMARK CITY OF LAKE ELSINORE SHEET
APROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND L Loh + Associates Inc f
THE STATE LAWS,AND A PERMIT CAN BE ISSUED. E 0 Land Planning 43513 Rldg.Park Drl- STREET IMPROVEMENT PLAN 3 SO
C10 E�gl-lng T.-W.Cm 9252A0 S&A-ying Ph.BOB 676-6726 Fax 009 60,11-0866 MARIA COURT STA.10+00.00 TO STA.15+41.18 OF -7 SHEETS 1.1 59 No C
ai&.4or Jp J-27-01 205M SEE SHEET NO. 1 AND -
RAY
Ull I
im
THE PRIVATE ENGINEER SIGHING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY M D O'DGNNELL R.C.E.111 26603 CITY ENGINEER DATE Em g-m PREPARED BY: DATE: 2.zr
AND ACCEPTABILITY OF THE DESIGN HEREON. HALF MOON DRIVE STA.10+00.00 TO STA.14+30-39 FILE NO
IN T IN EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, DATE BY MARK APPR. DATE CND. Al� PREPARED FOR: MITCHELL DEVELOPMENT INC.
THE SCALE: 31225 LA BAYA DR. SUITE 102
G=ATEGETHINEER SHALL BE RESPONSI FOR THE TERMINING AND ACCEPTABLE SOLUTION ENGINEER REVISIONS CITY OF DONAL -ILOHR I AS NOTED
AN SIN E PLAN FOR APPROVAL BY THE COUNTY D BY DRAWN BY CHECKED BY R.C.E.1�-�20508 EXP. DATE 9-30-01 WESTLAKE VILLAGE, CA. 91362 (818) 597-9282
DATE: 12/15/00
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GRANDVIEW AVE. HALF MOON
TRABUCO DRIVE 1SEE SHEET 3
A III,
EXIST. 48*STORM DRAIN 1 .1 7nl 6 5
PER ORTEGA CHANNEL LATERAL ID 4 3 2 1 11 11 III
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GRANDVIEW I AVE. MOLLY COURT REMOVE OR ABANDON EXISTING STORM DRAIN LATERAL HALF MOON
SEE SHEET 2 SEE SHEET 5 "r AND CONSTRUCT BULKHEAD AT MAN... A.REMOVE TP-4BUCO DRIYE
EXIST.CONCRETE DROP INLET. SEE SHEET 5 CONSTRUCTION NOTES
SEESHEET3
CONSTRUCT 0.25 AC PAVEMENT OVER 0.33 AB CLASS 11
LAGUNA AVENUE000NSTRUCT CONIC. CURB & GUT-TER (6- ar.)
CONSTRUCT CROSS GUTTER MEGAN COURT
CONSTRUCT CONIC, SIDEWALK
CONSTRUCT ACCESS RAMP
UNDERGROUND SERVICE ALERT INSTALL STREET NAME SIGN GRAPHIC SCALE
ALL:* TOLL FREE CURVE TABLE NE TABLE INSTALL STREET LIGHT
CURVE DELTA RADIUS LENGTH TANGENT
1-800 90'10`00" 25,00' 39.27' 1 25.00' mmmmi----mtmmmmmmmmL-
89`57'53' 25.00' 39.25' 24.98' ( IN FEET)
227-2600 3 21 0,01,17,.38.00' 130.29' 1 --- I i..h = 40 ft.
DAYS BEFORE 15*00'38" 110.00' 2&Br 14.49' 1, . 9
TWO WORKING THESE PLANS HAVE BEEN REVIEWED MR COMPLIANCE WITH THE SEAL. ENGINEER BENCHMARK CITY OF LAKE ELSINORE SHEET
APROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND
THE STATE LAWS,AND A PERMIT CAN BE ISWED. gof E LN' Lohr + Associates Inc j
0 Land Plannina *Pa Dr' STREET IMPROVEMENT PLAN 4
U CIAI E.gIn-n, Mm' lcd�,.-E!Sio
SurvWng Ph.9N 676-6726 F-909—899-W96 LAGUNA AVENUE STA.20+00.00 TO STA.24+42.39
-ax-01 E5 No.21MI SEE TITLE SHEET OF 7 SHEETS z
C.F PREPARED BY: DATE:
1 266o3 CITY ENGINEER Exp 9,Wl AND THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY R.AbD-0l—D.N.EfLL-.ffl
AND ACCEPTANUTY OF THE DESIGN HEREON. IZ4 K
IN THE EVENT Of DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION DATE BY MARK APPR..DATE. MEGAN COURT STA.10+00.00 TO STA.14+39.74 FILE NO.
THE HA RESPONSIBLE REVISIONS �PREPARED FOR: MITCHELL DEVELOPMENT INC. 111111
By CITY DRAWN BY CHECKED 31225 LA BAYA DR. SUITE 102
AND=VAST4lNGETNHENEELRANS FOR APPROVAL THEEFoCIR THE DETERMINING AND ACCEPTABLE SC ENGINEER I SIONS CITY OF DONALD OHR SCALE:DESIGNED BY KED BY R.C.E. 20508 EXP. DATE 9-30-011_ AS S ... WESTLAKE VILLAGE, CA. 91362 (m) 597-9282
DATE:12/15/00
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SEE SHEET 4
S T 4 CONSTRUCTION NOTES
CONSTRUCT 0.25 AC PAVEMENT OVER 0.33 AB CLASS 11
40 39 CONSTRUCT CONIC. CURB & GUTTER (6* C.F.)
L3 1p�l 6 �4
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LAGUNA AVENUE
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ROLL Y CO UR T TRABUCO DRIVE cc q. 9yti
UNDERGROUND SERVICE ALERT GRAPHIC SCALE
ALL: TOLL FREE CURVE TAB 4"
"LNE TABLE S LENGTH
CURVE !DELTA RADIUS _,:W ITANGENT
1210-011-117-1 38.00' 1 139.29' 1 TRAm5moAlSTRUCTURE DETAIL
( IN FEET
1-800 Il5W3B`1 110.00' 1 28.82' 1 14-.49r 1 inch= 40 ft
227-2600
TWO WORKING DAYS BEFORE YOU DIG
I C
TN ESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL. SHEET
APROPRIATE CONDITIONS OF DEVELOPM NT AND/OR CITY AND BENCHMARK CITY OF LAKE ELSINORE
THE STATE LAWS,AND A PERMIT CAN IBE ISSUED. Lohr + Associates Inc E
Land PI—Ino 43513 Rid*.Park Drive STREET IMPROVEMENT PLAN 5 2!
Civil Engin—ing To—W.,CO.92590 — 0
MOLLY COURT STA.10+00.00 TO STA.11+73.00
_r_2.T-01, — —
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RESPONSIBLE FOR ASSURING THE ACCURACY RAIN 0 0" NELL R.C.E.' Exp 9.30.01 PREPA BY: DATE:2-2 Z THE PRIVATE ENGINEER SIGNING THESE PLANS 15 318 2 . . . IA(SrALL PR1VArfORAIAITNR0U6AfCl1R& 26603 CITY ENGINEER DATE AND
AND ACCEPTAMLITY OF THE DESIGN HEREON. Cm
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, DATE BY MARK 1-0754 ILI -TRABUCO DR. STA.10+00.00 TO STA.11+87.90 FILE NO. m
DATE (OF PREPARED FOR: MITCHELL DEVELOPMENT jern
THE MYATE ENGINEER 3 K RESPONSIBLE FOR THE DETERMINING AND ACCEPTABLE SOLUTION ENGINEER REVISIONS I CITY DON�A.rlill'. LOHR!- J EX SCALE: 31225 LA BAYA DR. SUIT'E'CiO2
AND REVISING THE PLAN FOR APPROVAL BY THE CITYDESIGNED 0. AS SHOWN WESTLAKE VILLAGE, CA. 91362 (818) 597-9282
BY DRAWN BY CHECKED BY R.C. o. 20508 P. DATE 9-30-0j I
DATE: 12/15/00
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ry a ,• 26 CONSTRUCT M.H.NO.1 W/O SHAFT,PER RCFCD STD.NO.M.H.251
QI y /Of/6.f8 25 Y1♦ e•wIN. �(+.
L EGI V 2�8 CONSTRUCT CATCH BASIN W=28',PER RCFCD STD.NO.CS 102
I�I - _O '"TM'Te 0 29 CONSTRUCT CATCH BASIN W=18',PER RCFCD STD.NO.CB-100
I LAT - GRATE ASSEMBLY DETAIL ` 30 CONSTRUCT CATCH BASIN W=16',PER RCFCD STD.NO.CB 100
I .N0,3 - �eTO.CMP' •MIN
y " `L_ N45 '43" e O r 1: ' g Q-FLOW O L CT� {L -- � �1 >� CONSTRUCT LOCAL DEPRESSION NO.2,PER RCFCD STD.NO.LD 201
r 5 I _ 0 /(• .. S"56WE2' - N % ,li '-LI i Y-e•WIN,T 1�, 1 1� 34 CONSTRUCT LOCAL DEPRESSION NO.3,PER RCFCD STD.NO.LD 202 I Pz
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al �1Ex 6 "R.0 I III 3 e'WAT �— —�� t ,3/ ✓TI7NOP/PE ..- L -k SEE SNT.N0.7 E
\ ANCHOR BLOCK IIIN.B.SAK9K/C.Y..09NCRELE-_ R7"E.S/JEET NQ SE FOR/NLET STRUL'T ® CONSTRUCT M.H.NO.4,PER RCFCD STD.NO.M.H.254,PER DETAIL SHT.NO.7
I 1 DE T/9/L REMOVE EXIST.CONCRETE BULKHEAD Zr
I I p Z •n ( I 0 1 I I N.T 5. FOR RPOF/LE ,i —�� 24 g CONSTRUCT CONCRETE BULKHEAD PER RCFCD STD.NO.M.816-
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STORM DRAIN CURVE TABLE $ }a I
CURVE DELTA RADIUS LENGTH TANGEM - Nj p*
UNDERGROUND SERVICE ALERT 1 56 Z0'/9" 45.00, 44.25' 24.10' VAR/ES I�� M MAR I A CDUf T 40 N
o8'34'48" P R I N' �o D. 40' 80' Izo' 160•
2 2A{.00' 44.031 22.05' ro
v
ALL TOLL FREE 3 12,14,30, 306.00• 65.38' 52.81' I F sNEEr A/L
1-BDD _. _ 4 90'00'00• 49.00' 76.97' 49.00' Yuji --
c _ -. --- _._ _. __- __. _ - _.. -
_` 5 45b0'00" 90.00' 70.69' 37.28' d +'F3R,B"EgG•HWHY � �� �-- _--
SCALE" l' 40' .�
227-2600 f CONCA11-i/LL�N9Y
r 3OfEP•6'TN/CA/CUTOff / •
WALL AT EACH END O
» :. TWO WORKING DAYS BEFORE YOU DI9
I THESE PLANS HAVE,BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL.EN A
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND pFESSI eC LOhr + Associates Inc BENCHMARK CITY OF -LAKE ELSINORE s"E % z
THE STATE LAWS, AND A PERMIT CAN BE ISSUED. �QN 0N4� and Planning 4 Idge Park DTlve IN THE COUNTY OF RIVERSIDE, CALITORNIA " f/ 4� ��
_ �Q clrtl er,ah �h. 909a. 6 726 STORM DF�AIN PLAN & PROFILE ep �
Surveying
h. 909 676-8726 ` LINE 'Ae sta.10+00.00 to sta.20+87.,26 d V•
RAY ND O'DONNELL ACE /26603 Cr" ENGINEER DATE NO. 20278 ti z PREPARED UNDER SUPERVISION OF: 56E T/TLE *NEE T FOR OF—�SHTS•
w EXP. 8-90-0! m TRACT NO 29304 FILE NO.
THE PRIVATE ENGINEER SIGNING THESE PLANS f8'RESPONSIBLE FOR , a" /So/`000
ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. DATE BY MARK APPR DAT - - --
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR " - 4 CIVI1- HERMAN S. HOVAGIMYAN DATE PREPARED FOW NITCHELL DEVELOPMENT, INC.
DURRESPDN CDMS113LE OR DETERMINING
THE PRIVATE ENGINEER SHALL BE ENGINEER REVIS NS CirY T QFCALI 20278 9-30-OS SCALE: WESTLALA VILLAGE.•CA. 102(838)597-8282 '
RESPNLSIBLE FOR OETFANINING AN ACCEPTABLE SOLUTION AND F Q0 ', qs SHOWN OI '
;1141 REVISING THE PLAN FOR APPROVAL BY TIE ciry W - Y R C 0 T ,
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