HomeMy WebLinkAboutCIP SB821 - 16-707_16-712 CITY OF LAKE EL51NORE
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UTILITY PHONE NUMBERS
COMPANY CONTACT PHONE NUMBER
SiDEWALK FROJECT ELSINORE VALLEY MUNICIPAL GREG KOWALSKI (951) 674-3146
WATER DISTRICT
VERIZON ROBERT FARRELL (951) 929-0724
SOUTHERN CALIFORNIA DAVID REDDICLIFF (951) 928-8290
EDISON
SOUTHERN CALIFORNIA GAS TONY BAROZZO (909) 335-7582
COMPANY
TIME WARNER CABLE (888) 892-2293
N
s CONSTRUCTION NOTES GENERAL NOTES
1. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL CONFORM TO THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION,
Ot PROTECT IN PLACE AND THE RIVERSIDE COUNTY STANDARD PLANS, CURRENT EDITION.
O2 SAWCUT AND REMOVE EXISTING AC AND/OR AC BERM AND/OR CONCRETE 2. THE CONTRACTOR SHALL PERFORM EARTHWORK AND REMOVE ALL INTERFERING
PORTIONS OF EXISTING FACILITIES AS NECESSARY TO CONSTRUCT THE IMPROVEMENTS
O3 RELOCATE EXISTING SIGN AS SHOWN ON THE DRAWINGS.
`s OS RELOCATE WATER METER TO BEHIND SIDEWALK TO GRADE AND REPLACE LID WITH WALKING COVER 3. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL UTILITY LINES AND
1
6 REMOVE EXISTING TREE SUBSTRUCTURES. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT
(USA) TO LOCATE UTILITIES AT THE PROJECT WORK SITE.
CONSTRUCT NEW MAILBOX PER LAKE ELSINORE STD. NO. 222 4. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
�P jF
y O8 ADJUST EXISTING WATER VALVE TO GRADE PER LAKE ELSINORE STD 601A, B, C, AND D STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH THE
POTTERY STREET AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY EXISTT,, OR THE
� LOCATION OF FACILITIES MAY DIFFER FROM THE LOCATIONS SHOWN ON THE PLANS. '
citico< <s EVMWD TO RELOCATE FIRE HYDRANT THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DETERMINE THE EXACT LOCATION OF
0
ALVARADO ST c ysr ALL SUCH UNDERGROUND UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY
R 10 SCE TO RELOCATE UTILITY POLE AND PERTINENT OBJECTS (GUYWIRES ETC.) PER RIVERSIDE COUNTY STD. NO. 400 ACTION THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR CONTINUOUS
cy 11 CONSTRUCT 4" PCC SIDEWALK PER CITY OF LAKE ELSINORE STD. DWG. 214 OPERATIONS.
s 5. APPLICATION FOR INSPECTION SHALL BE MADE 24 HOURS BEFORE INSPECTION
12 CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STD. NO. 403 WILL BE REQUIRED.
O MOHR STREET IS CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 200 5. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONSTRUCT 4"
ASPHALT
TED0ON CONCRETE PAVING OVER 6" CLASS II AGG. BASE RESTRIPINGTI INCLUDING SAFETY ONS DURING THE COF ALL PERSONS OURSE OF ANDD PROPERTY TAT ALL TIMES ON PAVEMENTION AND
MACHADO STREET �� Z SILVER STREET � 14 THE Joe SITE.
LEWI5 STREET = aCONSTRUCT 6" PCC RESIDENTIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 117
POE STREET CONSTRUCT 8" PCC COMMERCIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 118B 7. THE CONTRACTOR SHALL POSSESS AN "A" CONTRACTORS LISCENSE ISSUED BY
i6
THE STATE OF CALIFORNIA AT THE TIME OF CONSTRUCTION.
LANG5TAFF 5TREET 17 CONSTRUCT INTEGRAL VARIABLE HEIGHT CURB (12" MIN. CF) FOR BACK OF WALK 8. ALL EXISTING MONUMENTATIONDISTURBED OR DESTROYED DURING CONSTRUCTION
/ Lu 18 CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STD. NO. 213 SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER.
CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION
19 CONSTRUCT CROSS GUTTER SPANDREL PER RIVERSIDE COUNTY STD. NO. 209 OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. THE COST OF THIS WORK WILL
BE INCLUDED IN COST OF OTHER ITEMS OF THE PROJECT.
I
20 CONSTRUCT SINGLE REINFORCED CONCRETE BLOCK WALL PER APWA STD. 601-2 TYPE 2. MATCH
HEIGHT AND BEARING OF EXISTING ADJOINING BLOCK WALL 9. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK
000NSTRUCT NEW MAILBOX DONE WITHIN PUBLIC RIGHTS—OF—WAY. BEFORE ISSUANCE OF SAID PERMIT, THE
CONTRACTOR MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE,
CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STD. NO. 212 REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST
22
TRANSITION 30� FROM NEW CURB TO EXISTING AC DIKE BE PRESENT AT THE JOBSITE DURING THE TOTAL TIME FRAME OF PROJECT
CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS.
LOCATION MA ANDSAWCUTCO AND REMOVE EXISTING A.C. AND/OR A.C. BERM AND/OR CONCRETE 10"
AND CONSTRUCT 4"AC OVER 6 AB
PROPOSED PCC CONCRETE IMPROVEMENTS .
N •T • ® WITHD MAXO SLOPE OF 3POSED BACK OF SIDEWALK
SHEET INDEX
5HEET NO. DE5CRIPTION THE CONTRACTOR SHALL POSSESS THE CLASS(OR CLASSES) OF LICENSE AS
1 OF 6 TITLE SHEET SPECIFIED IN THE"NOTICE INVITING BIDS"OF THE CONTRACT SPECIFICATIONS
2 OF 6 MOHR 5TREET
3 OF 6 SILVER 5TREET
4OF6 LEM55TREET ENGINEER'S NOTICE TO CONTRACTORS
5 OF 6 MACHADO 5TREET&POE 5TREET
6 OF 6 LANG5TAFF 5TREET THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY THE SEARCH OF AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE
CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT
AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWNS
C`/ nMAND ANY OTHER LINE
S
pNOT OF RECORD OR NOT SHOWN ON THESE PLANS.
R E Y 15 I O N 5 PREPARED UNDER THE SUPERVISION OF: Q�OF�ypNq(\, 58821 51PEWALK PROJECT I DRAM��� AW5
DI RT KDM Meridian E' y, LAKE ELEANORE 5E5
DATE INITIAL DESCRIPTION AFM H J`� v, cti�o
22541 Aspan Street a� 5; S
Suite C STEVEN E. STR AC RCE 57654 No, C 57654 A RIVERSIDE COUNTY,CALIFORNIA 5HEET NO.
TAII&FRE � Lake Forest,CA 92630 ' EVA2 3, 09 "
2 Working Days Before You Dig Phone:949.768.0751 to ro �qrf " TITLE 5HEET
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CONSTRUCTION NOTES
O1 PROTECT IN PLACE
O2 SAWCUT AND REMOVE EXISTING AC AND/OR AC BERM AND/OR CONCRETE
O3 RELOCATE EXISTING SIGN
SO RELOCATE WATER METER TO BEHIND SIDEWALK TO GRADE AND REPLACE LID WITH WALKING COVER
O6 REMOVE EXISTING TREE 6A5I5 OF BEAKING5:
7O CONSTRUCT NEW MAILBOX PER LAKE ELSINORE STD. N0. 222 FOR THIS SURVEY ISAL.INE BETWEEN TI-M INTERSECTION OF MOHR STREEETAND HEALDAVENUE
AND THE INI'FRSECITON OF MOHR STREET AND SUMNER AVENUE AS SHOWN ON RECORD OF SURVEY 75/60,
O ADJUST EXISTING WATER VALVE TO GRADE PER LAKE ELSINORE STD 601A, B, C, AND D
OEVMWD TO RELOCATE FIRE HYDRANT SAID BEARING BEING:N18'23'05"E
10 SCE TO RELOCATE UTILITY POLE AND PERTINENT OBJECTS (GUYWIRES ETC.) PER RIVERSIDE COUNTY STD. NO. 400
ELEVATION
CONSTRUCT 4" PCC SIDEWALK PER CITY OF LAKE ELSINORE STD. DWG. 214 FOR THIS SURVEY is A 1 1/2"IRON PIPE Wf1T-I A TAG THAT READS 1S 3678 AT THE
it
WIF.RSEC110N OF LEWIS STREET AND HEAL n AVENUE,
12 CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STD. NO. 403
13 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 200 ASSUMED ELEVATION BONG:100.00'
14 CONSTRUCT 4" ASPHALT CONCRETE PAVING OVER 6" CLASS II AGG. BASE
UNLESS OTHERWISE NOTED ON PLANS
15 CONSTRUCT 6" PCC RESIDENTIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 117
16 CONSTRUCT 8" PCC COMMERCIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 118E
17 CONSTRUCT INTEGRAL VARIABLE HEIGHT CURB (12" MIN. CF) FOR BACK OF WALK
18 CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STD. NO. 213
19 CONSTRUCT CROSS GUTTER SPANDREL PER RIVERSIDE COUNTY STD. NO. 209
20 CONSTRUCT
CTAND SINGLEBEARI REING OF EX ED CONCRETE
ONCRET BLING O BLOCK APWA STD. 601-2 TYPE 2. MATCH THE CONTRACTOR SHALL POSSESS THE CLASS(OR CLASSES)OF LICENSE AS
Nox'�'K SPEgFlED IN THE"NOTICE INVITING BIDS' OF THE CONTRACT SPECIFICATIONS
21 CONSTRUCT NEW MAILBOX
22 TRANSTIION 30'AC
KNEW PER
TO EXISTTIING AC DIKE 0. 212
GRAPHIC SCALE ENGINEER'S F40TICE TO CONTRACT R
0 10 20 40 60 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES
SAWCUT AND REMOVE EXISTING A.C. AND/OR A.C. BERM AND/OR CONCRETE 10" SHOWN ON THESE PLANS WERE OBTAINED BY THE SEARCH OF AVAILABLE RECORDS.
AND CONSTRUCT 4"AC OVER 6"AB- IINCH=20 FEET THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE
CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT
PROPOSED PCC CONCRETE IMPROVEMENTS AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWNS
® AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
GRADE TO MATCH PROPOSED BACK OF SIDEWALK
WITH MAX SLOPE OF 3:1
DI RT I PREPARED UNDER THE SUPERVISION OF: /FFSSION,I 58 Fs
821 51DEWALK PROJECT o *KP AIMSREVISIONS
KDM Meridian4 E. ST 5E5
DATE INITIAL DESCRIPTION APPVDy�� �tea, LAKE ELSINORE plop 5�
22541 Aspan 5treet47-11, 161r.1,04
5UIte C S EVEN E. STR AC RCE 57654 ¢N. C 57654 p RIVER5IDE COUNTY,CALIFORNIA
aLULII� I Lake Forest,CA 92630 SHEET N0.
x E,p,12 3t os
1-800-227-2600
2*6q Days Mcm You Dig Phone:949.768.0731 4rf OF�u�Q� MOHR STREET 2 OF 6
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CONSTRUCTION NOTES
Oi PROTECT IN PLACE
O2 SAWCUT AND REMOVE EXISTING AC AND/OR AC BERM AND/OR CONCRETE
3O RELOCATE EXISTING SIGN
O5 RELOCATE WATER METER TO BEHIND SIDEWALK TO GRADE AND REPLACE LID WITH WALKING COVER
O6 REMOVE EXISTING TREE
O7 CONSTRUCT NEW MAILBOX PER LAKE ELSINORE STD. NO. 222
O ADJUST EXISTING WATER VALVE TO GRADE PER LAKE ELSINORE STD 601A, B, C, AND D BASIS OF BEARINGS:
9 T R RELOCATE FIRE HYDRANT
FOR THIS SURVEY IS A LINE BETWEEN THE UTrERSECTION OF MOHR STREET AND HEALD AVENUE EVM AND THE IN IER.SECTION OF MOHR STREET AND SUMNER AVENUE AS SHOWN ON RECORD OF SURVEY 75/60,
10 SCE TO RELOCATE UTILITY POLE AND PERTINENT OBJECTS (GUYWIRES ETC.) PER RIVERSIDE COUNTY STD. N0. 400
11 CONSTRUCT 4"PCC SIDEWALK PER CITY OF LAKE ELSINORE STD. DWG. 214
SAID BEARING BEING:N18'23'05"E
12 CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STD. NO. 403
13 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIVERSIDE COUNTY STD. N0. 200
ELEVATION
14 FOR THIS SURVEY IS A 1 1/2"IRON PIPE WRH A TAG THAT READS LS 36?8 AT THE CFM ERLIIVE CONSTRUCT 4" ASPHALT CONCRETE PAVING OVER 6" CLASS II AGG. BASE IC7II:RSEC.TION OF LEWIS STREET AND HE DAVENUE,
UNLESS OTHERWISE NOTED ON PLANS
15 CONSTRUCT 6" PCC RESIDENTIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 117
16 CONSTRUCT 8" PCC COMMERCIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 1188 ASSUMED ELEVATION BEING:100.00'
17 CONSTRUCT INTEGRAL VARIABLE HEIGHT CURB (12" MIN. CF) FOR BACK OF WALK
18 CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STD. NO. 213
19 CONSTRUCT CROSS GUTTER SPANDREL PER RIVERSIDE COUNTY STD. NO. 209
O20 CONSTRUCT SINGLE REINFORCED CONCRETE BLOCK WALL PER APWA STD. 601-2 TYPE 2. MATCH
HEIGHT AND BEARING OF EXISTING ADJOINING BLOCK WALL
21 CONSTRUCT NEW MAILBOX
22 CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STD. NO. 212
TRANSITION 30' FROM NEW CURB TO EXISTING AC DIKE
THE CONTRACTOR SHALL POSSESS THE CLASS(OR CLASSES) OF LICENSE AS
SAWCUT AND REMOVE EXISTING A.C. AND/OR A.C. BERM AND/OR CONCRETE 10" SPECIFIED IN THE"NOTICE INVITING BIDS"OF THE CONTRACT SPECIFICATIONS
AND CONSTRUCT 4"AC OVER 6"AB xoRfl
PROPOSED PCC CONCRETE IMPROVEMENTS ENGINEER'S NOTICE TO CONTRACTORS
GRADE TO MATCH PROPOSED BACK OF SIDEWALK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES
GRAPHIC SCALE
WITH MAX SLOPE OF 3:1 SHOWN ON THESE PLANS WERE OBTAINED BY THE SEARCH OF AVAILABLE RECORDS.
O 10 20 40 60 THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE
CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT
1 INCH=2.0 FEET AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWNS
G AND ANY OTHER LINES
NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
DI RT I KDM Meridian REV 1 5 1 O N S PR PARED UND R THE SUPERVISION OF: %Q� aNq'�, SB821 SIDEWALK PROJECT �M4 AW5
yp DESIGNED SJE5
22541 Aspan Street DATE INIML DESCRIPTION APPVD 1 �j�E. sr LAKE ELSINORE
Suite C N.
C 57654 _ RIVERSIDE COUNTY,CALIFORNIA `" SES
227 I STEVEN E. STRAP C C 57654
1-800-227-2600 Lake Forest,CA 92630
2 warkfig Dap Before You aB Phone:949.708.0731 Up,12 31 09 + SHEET NO.
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CONSTRUCTION NOTES
O1 PROTECT IN PLACE
O2 SAWCUT AND REMOVE EXISTING AC AND/OR AC BERM AND/OR CONCRETE 6A515 OF BEARINGS:
O3 RELOCATE EXISTING SIGN FOR THIS SURVEY IS A LINE BEIWEEN THE INTERSECTION OF MOHR STREET AND HEAL n AVENUE
AND TIF INrE SECIION OF MOHR STREET AND SUMNER AVENUE AS SHOWN ON RECORD OF SURVEY 75/60,
O5 RELOCATE WATER METER TO BEHIND SIDEWALK TO GRADE AND REPLACE LID WITH WALKING COVER
O6 REMOVE EXISTING TREE SAID BEARING BEING:N18'23'05"E
O7 CONSTRUCT NEW MAILBOX PER LAKE ELSINORE STD. NO. 222 ROW ELEVATION
O8 ADJUST EXISTING WATER VALVE TO GRADE PER LAKE ELSINORE STD 601 A, B, C, AND D FOR THIS SURVEY IS A 1 1/2"IRON PIPE WITH A TAG THAT READS I S 36?8 AT THE CENTERLINE
O9 EVMWD TO RELOCATE FIRE HYDRANT IN IFRSECTION OF LEWIS STREET AND HE4LD AVENUE,
VARIES �
10 SCE TO RELOCATE UTILITY POLE AND PERTINENT OBJECTS (GUYWIRES ETC.) PER RIVERSIDE COUNTY STD. NO. 400 ASSUMED ELEVATION BEING:100.00'
S78" MIN EX. GRADE
11 CONSTRUCT 4" PCC SIDEWALK PER CITY OF LAKE ELSINORE STD. DWG. 214 CLEARANCE 6
12 CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STD. NO. 403 11
12" MI
13 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 200 "•
14 CONSTRUCT 4" ASPHALT CONCRETE PAVING OVER 6" CLASS II AGG. BASE THE CONTRACTOR SHALL POSSESS THE CLASS(OR CLASSES)OF LICENSE AS
UNLESS OTHERWISE NOTED ON PLANS SPECIFIED IN THE'NOTICE INVITING BIDS"OF THE CONTRACT SPECIFICATIONS
15 CONSTRUCT 6" PCC RESIDENTIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 117 17 VARIABLE HEIGHT CURB
N.T.S.
8CONSTRUCT 8" PCC COMMERCIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 118B eo"Tµ
8 ENGINEER'S NOTICE TO CONTRACTORS
0000NSTRUCT INTEGRAL VARIABLE HEIGHT CURB (12" MIN. CF) FOR BACK OF WALK DI RT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES
aCONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STD. NO. 213 GRAPHIC SCALE SHOWN ON THESE PLANS WERE OBTAINED BY THE SEARCH OF AVAILABLE RECORDS.
aO 10 20 40 60 THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE
19 CONSTRUCT CROSS GUTTER SPANDREL PER RIVERSIDE COUNTY STD. NO. 209 CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT
CONSTRUCT SINGLE REINFORCED CONCRETE BLOCK WALL PER APWA STD. 601-2 TYPE 2. MATCH IINCH=20 FEET AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED
20 HEIGHT AND BEARING OF EXISTING ADJOINING BLOCK WALL ML101RIE TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWNS
21 CONSTRUCT NEW MAILBOX p�gpo227-Before 6Q0Dig AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
22 TRANSITION 30' FROMRUCT 6" AC KE PERN W CRIVERSIDE
RB RTO EXISTTIING AC DIKE 0. 212 I PRE ABED UNDER THE SUPERVISION OF: FFS510 sBV2� SIDEWALK I ROJECT _�M ^WS
KDM Meridian R E v 15 10 N s 5�
�y LAKE ELSINORE CHID
SAWCUT AND REMOVE EXISTING A.C. AND/OR A.C. BERM AND/OR CONCRETE ,o" 22541 A5 an Street DATE INITIAL D E 5 C R I PT I O N APPVD J� g"
AND CONSTRUCT 4" AC OVER 6" AB fSES
cJUlte CSTEVEN E. STRAP R 7654 ,�N, C 57654 A' RIVERSIDE COUNTY,CALIFORNIA 5HEET NO.
PROPOSED PCC CONCRETE IMPROVEMENTS I Lake Forest,CA 92630 '+ E„p.19/1 09 *
® GRADE TO MATCH PROPOSED BACK OF SIDEWALK Phone:949.76&.0731 .of en��OQa\p LEWI5 5TREET 4 0 F 6
WITH MAX SLOPE OF 3:1
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13A515 OF 13EARING5:
FOR THM SURVEY IS A LINE BETWEEN THE INTERSECTION OF MACHADO STREET AND LE HARVE AVENUE
AND THE ANGLE POINT SW'LY OF LE HARVE AVENUE AS SHOWN ON TRACT NO.19389, pTe
M.B.146/95-96.
13A515 OF BEARINGS:
SAID BEARING BEING:N36'59'20"E
CONSTRUCTION NOTES FOR THIS SURVEY IS A L94E BETWEEN THE INTERSECTION OF POE STREET AND LIMITED AVENUE
AND THE INTERSECTION OF POE STREET AND HEALD AVENUE
ELEVATION
FOR THIS SURVEY IS A GEAR SPUM WITH A TAG THAT READS LS 7564 AT THE CENTERLINE O1 PROTECT IN PLACE SAID BEARING BEING:NI8'29'30"E
V?rERSECiiON OF MACHADO STREET AND LEHARVE AVENUE, O2 SAWCUT AND REMOVE EXISTING AC AND/OR AC BERM AND/OR CONCRETE ELEVATION
ASSUMED ELEVATION BEING:100.00' O RELOCATE EXISTING SIGN FOR THIS SURVEY IS A MAG AND WASHER WITH A TAG THAT READS KDM CONTROL POINT
O5 RELOCATE WATER METER TO BEHIND SIDEWALK TO GRADE AND REPLACE LID WITH WALKING COVER LOCATED NORTHERLY f274.5 FROM THE(�IQtLINE INTERSECTION OF GRAHAM AVENUE AND POE STREET
OFFSET WESTERLY 15.20'FROM THE CFSITERLIIE OF POE STREET,
OREMOVE EXISTING TREE ASSUMED ELEVATION BEING:100.00'
O7 CONSTRUCT NEW MAILBOX PER LAKE ELSINORE STD. NO. 222
O8 ADJUST EXISTING WATER VALVE TO GRADE PER LAKE ELSINORE STD 601A, B, C, AND D
O9 EVMWD TO RELOCATE FIRE HYDRANT
10 SCE TO RELOCATE UTILITY POLE AND PERTINENT OBJECTS (GUYWIRES ETC.) PER RIVERSIDE COUNTY STD. NO. 400
11 CONSTRUCT 4" PCC SIDEWALK PER CITY OF LAKE ELSINORE STD. DWG. 214
12 CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STD. NO. 403
13 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 200
14 CONSTRUCT 4" ASPHALT CONCRETE PAVING OVER 6" CLASS II AGG. BASE
UNLESS OTHERWISE NOTED ON PLANS
15 CONSTRUCT 6" PCC RESIDENTIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 117
16 CONSTRUCT 8" PCC COMMERCIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 118B
17 CONSTRUCT INTEGRAL VARIABLE HEIGHT CURB (12" MIN. CF) FOR BACK OF WALK
18 CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STD. NO. 213
19 CONSTRUCT CROSS GUTTER SPANDREL PER RIVERSIDE COUNTY STD. NO. 209
GRAPHIC SCALE 20 HEIGHTT AND BEARINGEOF EXISTING CONCRETE
LBBLOCK WALPER APWA STD. 601-2 TYPE 2. MATCH THE CONTRACTOR SHALL POSSESS THE CLASS(OR CLASSES)OF LICENSE AS
0 10 20 40 00 21 CONSTRUCT NEW MAILBOX SPECIFIED IN THE"NOTICE INVITING BIDS"OF THE CONTRACT SPECIFICATIONS
CONSTRUCT 6" AC DIKE PER RIVERSIDE COUNTY STD. NO. 212
1 INCH=20 FEET 22 TRANSITION 30' FROM NEW CURB TO EXISTING AC DIKE
ENGINEER'S NOTICE TO CONTRACTORS
SAWCUT AND REMOVE EXISTING A.C. AND/OR A.C. BERM AND/OR CONCRETE 10" THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES
AND CONSTRUCT 4"AC OVER 6" AB SHOWN ON THESE PLANS WERE OBTAINED BY THE SEARCH OF AVAILABLE RECORDS.
PROPOSED PCC CONCRETE IMPROVEMENTS THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE
CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT
AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED
® GRADE TO MATCH PROPOSED BACK OF SIDEWALK TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWNS
WITH MAX SLOPE OF 3:1 ar AND ANY OTHER LINES
NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
DI RT I R E V 1 5 10 N 5 PREPARED UNDER THE SUPERVISION OF: �QP0F�y0N 5BV21 SIDEWALK PROJECT �� A
KPN I Meridian
22541 A5pan Street DATE INITIAL DESCRIPTION APPVD , �� T FGT CHECKED
SE5
e. s,� y LAKE ELSINORE �,� SES
Suite C STEVEN E. STRAPAC RCt 57654 *No. C 57654 RIVERSIDE COUNTY,CALIFORNIA SHEET NO.
1-aoo-zz7-zsoo Lake Forest,CA 92630 EV.12 3, 09
2 1a►ig Dap fiefae Ya DIg Phone:949.768.0731 F.OF c�u MACHADO STREET AND POE STREET
5 OF 6<
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ION
100' .100, 100' m A fO A _ N+ L+ p o o Da y p n o 100'
LANGSTAFF STREET �+A+ mOl o, o. O y0 l7 n
TOP OF CURB PROFILE D N} oo No 0oo x
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95 95' m a+ o} o+ �+ L. oa y 95' 95'
OD IQ N m+ �+A NOS CO'n'U O� N -.. X Xo (O G+ +NN 00+
_ �+. . ,OJao - cAi o -o _.cyi� _ _ AA }AA�+ PROPOSED TC N�
Oof p0 oL+ �� no X N(+AT OJ -. _ XO memo
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HORZ. 1"=20' -
8 -.-80' - - VERT. 1"=5 80• 80'
8+00 0+50 1+00 1+50- 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
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CONSTRUCTION NOTES
OPROTECT IN PLACE
O2 SAWCUT AND REMOVE EXISTING AC AND/OR AC BERM AND/OR CONCRETE Ij0'�x
O RELOCATE EXISTING SIGN 13A515 OF 13EARING5:
I
OS RELOCATE WATER METER TO BEHIND SIDEWALK TO GRADE AND REPLACE LID WITH WALKING COVER FOR THIS SURVEY ISAL24FBE[WEII•THE VaERSECISONOF POE STREET AND LHA=AVENUE
O6 REMOVE EXISTING TREE AND THE INIERSEC,`ITON OF POE STREET AND HEAW AVENUE
i
O7 CONSTRUCT NEW MAILBOX PER LAKE ELSINORE STD. NO. 222 SAID BFARWO BENG:N18.29'30"E
O8 ADJUST EXISTING WATER VALVE TO GRADE PER LAKE ELSINORE STD 601A, B. C, AND D ELEVATION
O9 EVM WD TO RELOCATE FIRE HYDRANT FOR 11W SURVEY IS A MAG AND WASHM VM fi A TAG THAT READS KDM CONTROL PORfr
LOCATED NOR7i-IfRLY±274.5 FROM THE CENERI INE UMMECRON OF GRAHAM AVENUE AND POE STREET
10 SCE TO RELOCATE UTILITY POLE AND PERTINENT OBJECTS(GUYWIRES ETC.) PER RIVERSIDE COUNTY STD. NO. 400 OFFSET WESTERLY 15.20•FROM THE CENITERLDIE OF POE STREET,
11 CONSTRUCT 4" PCC SIDEWALK PER CITY OF LAKE ELSINORE STD. DWG, 214 ASSUMED ELEVATI0NBF]04G:100.00'
aCONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STD. NO. 403
a I,I
13 CONSTRUCT TYPE "A-6" CURB & GUTTER PER RIVERSIDE COUNTY STD. NO. 200
O14 CONSTRUCT 4" ASPHALT CONCRETE PAVING OVER 6" CLASS II AGG. BASE
UNLESS OTHERWISE NOTED ON PLANS
15 CONSTRUCT 6" PCC RESIDENTIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 117
16 CONSTRUCT 8" PCC COMMERCIAL DRIVEWAY PER CITY OF LAKE ELSINORE STD. DWG. 118E
17 CONSTRUCT INTEGRAL VARIABLE HEIGHT CURB (12" MIN. CF) FOR BACK OF WALK
18 CONSTRUCT RESIDENTIAL DRIVEWAY PER RIVERSIDE COUNTY STD. NO. 213
19 CONSTRUCT CROSS GUTTER SPANDREL PER RIVERSIDE COUNTY STD. NO. 209
20 HEIGHTT AND BIEARINGEOF REINFORCED CONCRETE
ADJOINING LBLOCKAWALPER APWA STD. 601-2 TYPE 2. MATCH GRAPHIC SCALE THE CONTRACTOR SHALL POSSESS THE CLASS(OR CLASSES)OF LICENSE AS
O 10 20 40 60 SPECIFIED IN THE"NOTICE INVITING BIDS"OF THE CONTRACT SPECIFICATIONS
21 CONSTRUCT NEW MAILBOX
22 CONSTTRANSRUCT
3',AC DIKE
FROM NEW CURB TSI RIVERSIDE
E COUNTY
NG AC DIKE 0 212 11 T
NCH=20 FEE
ENGINEER'S NOTICE TO CONTRACTORS
SAWCUT AND REMOVE EXISTING A.C. AND/OR A.C. BERM AND/OR CONCRETE 10" THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILJTY PIPES OF STRUCTURES
AND CONSTRUCT 4" AC OVER 6" AB
SHOWN ON THESE PLANS WERE OBTAINED BY THE SEARCH OF AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE
PROPOSED PCC CONCRETE IMPROVEMENTS CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT
AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED
® GRADE TO MATCH PROPOSED BACK OF SIDEWALK TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT ANY UTILITY LINES SHOWNS
WITH MAX SLOPE OF 3:1 r1�AND ANY
OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
DI RT I R E V 1 5 1 0 N 5 PREPARED UNDER THE SUPERVISION OF: �Kq[ 58821 SIDEWALK PROJECT MAWN AW5
KDM Meridian �'a m DESIGNED 5FS
DATE INITIAL DE5CRIPTION AMW yQ E ST'Qq�i LAKE EL51NORE CHECKED 5ES
22541 Aspan Street D �,
SUite G SEVEN E.�Apx R 7654 -,�Na C 57654 A RIVERSIDE COUNTY,CALIFORNIA
MLMRE Lake Forest,GA 92630 12 „ 09 SHEET NO.
1-800-227-2600 E■P•-
2 wo<wy Dap Before Yau D'g Phone:949.768.0731 jF 1V1 LANG5TAFF STREET 6 OF 6
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