HomeMy WebLinkAboutBarrier Replacement CITY OF TE M E CU LA
RAIN BOW CAN YON ROAD B R I DG E O VE R P IF= I i t4l 3)k CR E E K
BA RR I ER REPLA CEMENT
PROJECT NO. PW01 - 09
GENERAL NOTES
LOS
1 . A NO—FEE CONSTRUCTION PERMIT IS REQUIRED FOR THE PRIME CONTRACTOR PERFORMING THE WORK ANGELES Za 16* THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SHOWN ON THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS � RIVERSIDE 38 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
DEPARTMENT, 43200 BUSINESS PARK DRIVE, TEMECULA, CALIFORNIA, OR WWW-CITYOFTEMECULA.ORG. ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, ITS
2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER AT LEAST 48 HOURS ANAHEIM 10 OFFICERS, OFFICIALS, EMPLOYEES, AGENTS, VOLUNTEERS AND THE ENGINEER HARMLESS FROM ANY
NOTICE PRIOR TO COMMENCING WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE CORONA ANDALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
SUBJECT TO REJECTION. FOR INSPECTION, CALL: 694-6411 . PALM PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE
215 SPRINGS ENGINEER.
3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR is HEMEf
PUBLIC WORKS CONSTRUCTION "THE GREENBOOK j) , CALTRANS 1999 STANDARD SPECIFICATIONS AND 7e iNoio 17. A SET OF "AS BUILT' DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PRIOR
PLANS, THE CITY OF TEMECULA STANDARD DRAWINGS, AND THE PROJECT SPECIFICATIONS. 5 TO ACCEPTANCE OF THE IMPROVEMENTS.
4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS MURRIEfA
AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. snN r 79 AOUANGA
CLEMENTE � TEMECULA
5, THE ENGINEER SHALL BE NOTIFIED OF CHANGES OR ADDITIONS THAT ARE TO BE MADE PRIOR TO
INSTALLATION. NO DEVIATION FROM THESE PLANS IS PERMITTED WITHOUT APPROVAL OF THE L AREA OF
LOCATION MAP
ENGINEER. 76 SHOWN BELOW
6. IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT PACIFIC OCEANSIDE is
IDENTIFICATION NUMBER BE ISSUED BEFORE A " PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR OCEAN 7e
DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT AT 1 —800-422-4133 THREE—WORKING ESCONDIDO 79
DAYS BEFORE YOU DIG. anMONn
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES.
FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL.• e
SOUTHERN CALIFORNIA EDISON (951 ) 928-8272 SAN EL CAJON
SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7730 DIEGO
EASTERN MUNICIPAL WATER DISTRICT (951 ) 928-3777
RANCHO CALIFORNIA WATER DISTRICT (9 5 1 ) 296-6900
VERIZON (9 5'I) 929-9485 VICINITY MAP
ADELPHIA (951) 766-4270
UNDERGROUND SERVICE ALERT (800) 422-4133 NOT TO SCALE
8. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN ON THESE PLANS WAS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE
ARE NO EXISTING FACILITIES, EXCEPT AS SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE ev��
PRECAUTIONARY MEASURES TO PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ON THESE \y�i;� YNf2 Rpq�
PLANS. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING DE PORTOLA
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THESE ROAD
PLANS WHEN NECESSARY. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES
SHALL BE BORNE BY THE CONTRACTOR. s�� 79 �A«E��AVENUE
9. ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED WITHIN THE STREET RIGHT—OF—WAY SHALL BE �
INSTALLED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS, CROSS 79
GUTTERS, OR ASPHALT CONCRETE PAVEMENT.
10. ALL TRENCHES SHALL BE COMPLETED IN ACCORDANCE WITH CITY OF TEMECULA STANDARD �
DRAWINGS NUMBERS 407 AND 407A. A�
11 , THE STREET STRUCTURAL SECTION(S) WAS DESIGNED IN ACCORDANCE WITH THE PROJECT SOILS �cy9'�c+ �
REPORT. PRIOR TO PREPARING THE SUBGRADE TO RECEIVE BASE MATERIALS, THE CONTRACTOR 15 ��.pF� BAYHILL y
SHALL PROVIDE THE ENGINEER THE OPPORTUNITY TO EVALUATE THE SUBGRADE MATERIAL AND F�. .� DRIVE .pogo
REVISE THE STRUCTURAL SECTIONS IF NECESSARY. rernEcuu
coRv ResoRT — PROJECT
12. ALL PROPERTY CORNERS SHALL BE UNDISTURBED BY THE CONSTRUCTION OF THE IMPROVEMENTS OR � LOCATION
THEY SHALL BE RESET AT THE CONTRACTOR'S EXPENSE.
13. ALL SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION �
FROM CUT OR FILL TO THE NATURAL GROUND ABUTTING THE SLOPE. �
14. THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT �
EROSION.
q 1A 11?�,
�f.:k
15. ALL SLOPES STEEPER THAN 4,-1 HORIZONTAL TO VERTICAL SHALL BE HYDRO—SEEDED WITH AN °y�o
EROSION CONTROL MIXTURE SUBJECT TO THE APPROVAL OF THE ENGINEER (UNLESS SUPERCEDED BY o
AN APPROVED EROSION CONTROL, LANDSCAPING, OR MITIGATION PLAN). PRIOR TO INSTALLATION, ALL
CUT SLOPES SHALL BE SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF THREE TO SIX INCHES.
LOCATION MAP
NOT TO SCALE
11-10.
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: ��,,,,� Designed By Drawn By Checked By Drawing No.
SCALE RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal Q: K. GAZAWAY T. BRITTAIN A. SANFORD
Keith J. cazaway� Plana Prepared Under Supervlaton Of
As Shown Na, 58982 � ACCEPTED BY: =�/_ DATE: �'����s RAINBOW CANYON ROAD BRIDGE OVER PECHANGA CREEK
Inspector �v Date ��- ��- d'L WILLIAM G. HUGHES, DIRECTOR OF PUBLIC WORKS/ CIIY ENGINEER $,,,,.
Vertical-
CIVIL oe—,o—a, BARRIER REPLACEMENT PW01 -09 �
�° 5895� 06-30-0,*7 36617 06-30-06,' �?"`'gag$ TITLE SHEET Sheet 1 of 4
As Shown '�' ^^�`� R.C.E. No. Expires R.C.E. No. 91+•.w _a,Q
jr
R/W RAINBOW CANYON ROAD R/W
201-5))± 18)-5))± 13)—l))±
26'-6" STAGE 2 TRAFFIC
26'-6" STAGE 1 TRAFFIC
Nod
7 2'—6"t MEASURED ALONG
� BRIDGE
CONCRETE BARRIER TUBULAR �
(TYPE 736 MOD) HAN D RAI L
TYPA.C. OVERLAY (MODIFIEDL Lj
0
—2.5% —1 .5%
- - - - - - ----
............
- - - - - -- - - - -- - - -- - - - -- - - -- - - - - -
- - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - -
� = 1004.36± EXIST. 4—CEIL 3
13)-6))± x 9)—O))± i TEMPORARY RAILING i Z
DATUM ELEVATION = 980.00, � RCB CULVERT 4 I (TYPE K) TYP RCBCULVERT
26+00 27+00 28+00 N NINON,
NP� 7
0
\00
0 ,wo-'\7-
OF Z
� i r
ELEVATION " ' i � � � px�` �
LJ LJ
1" = 20'
TYPICAL SECTION
1j) = 5'
END A.C. DIKE � PECHANGA CREEK TRAFFIC CONTROL NOTES:
STA 26+87.0±
REMOVE EXISTING TOE OF SLOPE BEGIN A.C. DIKE 1 . A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED BY THE CONTRACTOR
'y
S I D EWALK s� FOR APPROVAL BY THE ENGINEER.
q� STA 27+95,2±TOP OF SLOPE � 2. THE CONTRACTOR MAY ELECT TO PERFORM STAGE 2 WORK BEFORE
AP TOE OF SLOPE STAGE 1 WORK.
/
CONCRETE i i i TOP OF SLOPE
CURB (TYP)�I II � ��' � 3. DURING EACH STAGE OF CONSTRUCTION, 120' MINIMUM OF TEMPORARY
� RAILING (TYPE K) SHALL BE PROVIDED ADJACENT TO REMOVED
DIRT if I SHOTCRETED /' p� ELECTRICAL RAILING AS SHOWN FOR THE DURATION OF THE TIME BETWEEN REMOVAL
II ROAD II � RIP—RAP EB 27+62.75 F/ � � STRUCTURE END A.C. DIKE OF EXISTING BRIDGE RAILING AND COMPLETION OF THE NEW CONCRETE
R/W ii ii I SLOPE (TYP) �/ ELEV 101 5.00± 3 �� toommo� GATE STA 28+78-0± BARRIER.
WOOD � _ _ _ _ _ OWNS _ _ _ 4. TEMPORARY CRASH CUSHIONS (SAND—FILLED) SHALL BE PROVIDED AT
_ _
- - - -" - - - - - — - - - —�_ „ �01100106 dommob Gamma Gamma — — — Gamma, 61100110 G1mmm0 — � — EACH END OF K—RAIL UTILIZING ARRAY "TD" . (ADDITIONAL LENGTH OF
6' SIDEWALK � `' � i i/z'n e�ecrkic � Y ASPHALT
1 �� K—RAIL MAY BE REQUIRED TO PROVIDE SUFFICIENT ACCESS AROUND
FENCE
- - - - - __- - - - - - _- - -- - -_-_ — =--- - - - - - - -- - - - �_- - - - - — - - - - - - - -1 _ — - - - - _ � - - - - - -- - - _ _ _ = CRASH CUSHIONS). SEE CALTRANS STANDARD PLANS T1 AND T3 (DATED
-H � S`Fov � BEGIN A.C. DIKE � � �� � � DRIVEWAY
ULY 1992).
Fk,,� � 6 i OSTAG E 2 /i /
25+00 0 0 5 FDe<e�y��i�, � _ STA 26+53,0± - - - - � - i - - - -- // � - - - - - - - - - - - -6 i _(fFi Ng''�i2� � � RAINBOW CANYON ROAD
26+00 � i z" VC SEWERr7+00 �/� —' — — /r — — — � i•r' vc�� �;ewEa h� 29+00
T — — — — — —I— — — S26*42'24!'W± r —
MH 28+00LEGEND:
ii --I SO"G GAS � /Z a IFJ � �. _� _ — _ — G - - - _ _ - - _ _ - - - � ._ _ _' _ _ __ _ — __ - - - __ - - _ O Q - - - ._ ._ —� _ — __ _ - - - _ — _ — _ - - \ / // A � v) c�� / :S(Y'm CAS
L
nrrriueaoNnc 6 � �" -. / // O7 STAG E 1 / 25,_�)) �� �I I >,,, �
- - - -- - - - N ih - - - - - - - - - - - -- - - � � � o� � ���� CONCRETE
N M -- � .r� � O EXISTING METAL RAILING TO BE REMOVED,
oTE 'TELCO
.1de- —:::::
6' S
IDEWALK DRIVEWAY - - - -- - - - - - - - —`:_._ � — - -- -- — -_-�- - - - - _ - - - � - - — —cre reLco r � 1 — - -I— F - - - - -��=r�� — APRON
_ 1e4"0 WAI'FR_ _ _/_ _ � _ '� ..� _ ��� WATER _ �_i�_�_ _ _ � � j � - - - - � O EXISTING 1 1/4!' PVC CONDUIT (ABANDONED) TO BE REMOVED.
wa
BEGIN A.C. DIKE �� - .`s�F � nrr / � !: � WOOD � ASPHALT
R/W � �� / °i�e�� Fi�eaoPnc, � � MFi �A�F FENCE DRIVEWAY I OO EXISTING 4!'0 GAS LINE TO BE PROTECTED IN PLACE.
STA 25+82.00± BB 26+90-25 � ,yes � vaLve
� e� � END A.C. DIKE ELEV 10 1 5.30t / `FCIRi� �� BEGIN A.C. DIKE 4 EXISTING 1 1
STA 28+16,0± 2"0 ELECTRICAL CONDUIT TO BE PROTECTED IN PLACE.
END A.C. DIKE � � 's� STA 27+66.3±
CHAIN LINK / � � ,�� NEW METAL BEAM GUARD RAIL TYP OS EXISTING FIBER OPTIC CONDUIT TO BE PROTECTED IN PLACE.
FENCE
STA 2 6+5 6,,6± TOP OF SLOPE SEE DETAILS ON SHEET 4 OF 4
TOP OF SLOPE TOE OF SLOPE O EXISTING CURB OR DIKE TO BE REMOVED AND REPLACED WITH A.C. DIKE
TOE OF SLOPE TYPE "C" WITH STRAIGHT TAPER TO END OF WINGWALL (SEE DETAILS
ON SHEET 4 OF 4).
7 TEMPORARY RAILING (TYPE K) WITH TEMPORARY CRASH CUSHION
ARRAY (SAND—FILLED) — SEE TRAFFIC CONTROL NOTES.
PLAN
1" = 20) �j INDICATES DIRECTION OF TRAFFIC
2
NOTE:
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING ANY MATERIAL.
_011 1 M.
CONSTRUCTION RECORD DATE BY REVISIONS ACc'O DATE BENCH MARK SCALE SEAL: �,u„� Designed By Drawn By Checked By Drawing No.
A19 .� K. GAZAwAY T. BRITTAIN A. SANFORD RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal91f
Keith J. Gazaway Plans Prepared Under Supervision 01 ACCEPTED BY: 'W— DATE: G•z1-�s RAINBOW CANYON ROAD BRIDGE OVER PECHANGA CREEK L As Shown 58952 �J����J✓,�� Date za- V� " U 2 WILLIAM G. HUGHES, DIRECTOR OF PUBLIC WORKS / CITY ENGINEER BARRIER REPLACEMENT PW01 -09
inspector rvo. -a:
Vertical Evp.aB=Jo—P7 / q���"
°°�°�'�e°e° aM� ��°"' 58952 06-30-07 36617 06-30-06 �'O`' �aBa'
As snowy �` R.C.E. No. Expires R.C.E. No. °4.m GENERAL PLAN Sheet 2 of 4
(V
FACE OF CURB EDGE OF DECK TUBULAR HANDRAILING °' a,
26"t
(V
EXISTING POST POCKET w
WINGWALL SCUPPER BRIDGE C URB I �
LI-IJ Z
L0
LIMITS OF PAYMENT
FOR " REPLACE ASPHALT CONCRETE BARRIER
" 20
CONCRETE SURFACING f TYPE 736 (MODIFIED)
EXISTING JOINT
5"
ys @ 8 O.C. SECTION A—A
12° -**m 12 41,--soon. DRILL AND �� 5" i i - - - - -
#5C @ 16 TYP BOND IN 8" TOP OF A.C. OVERLAY
DEEP HOLE REINFORCEMENT i - - — - -
#5 @ 16 O.C. � � ��,
d. DRILL AND #5 n I @ g
BOND IN 8° I #5 @ 8 O.C. #5 0 @ 8
DEEP HOLE � DRILL AND � �BOND IN 8" #5 — TOTAL 10
4!) � DEEP HOLE �
1" C LR TYP N SEE NOTE 6 N . . . ........
#5 — TOTAL 10 SEE NOTE 6 � 3 1 /2" �
� FINISH � � � FINISH NOTE: FOR DETAILS AND REINFORCEMENT NOT SHOWN, SEE
CALTRANS STANDARD PLAN 1311 -51 (7-1 -99)0
-H W � GRADE � w � I I � GRADE
N � � o ;; r_ j N o i _— _ _ TUBULAR HANDRAILING (MODIFIED)
SECTION B—B
1 v.0))
+H 3
&,4 CONSTRUCTION JOINT
w ' ' OPEN JOINT TO
� #4 — TOTAL 2 C MATCH WALL JOINT
R = 6°f — TOTAL 2 (EACH SIDE OF JOINT) � TOP OF BARRIER
N #5 � 0 @ 8 0.C. J1
1
EXISTING CONCRETE SURFACE DRILL AND
BOND IN 8" #5J @ S O.C. ..............
DEEP HOLE '1 �' l B B
DRILL AND
BOND IN 8" #5E
TYPICAL SECTION WINGWALLEXISTING
1 1"t DEEP HOLEDo-
TOP OF CURB
18�j
FINISH GRADE I #5 �
- - -- -- - - (TOP OF A.C. OVERLAY) �
WINGWALL SECTION EQ. EQ&
A A
NOTES: -- — - — - — - - SP. SP #5
1 . EXISTING A.C. PAVING THICKNESS VARIES FROM 2"± MIN. TO 7"± MAX. .......
•
2. FOR DETAILS AND REINFORCEMENT NOT SHOWN, SEE CALTRANS STANDARD PLAN 1311 -56 (DATED 1999). 11 �� �� ��
C
NEW CORBEL " " " �� CONCRETE SURFACE
3. TAPERED TRANSITION TO VERTICAL FACE SHALL NOT APPLY AT END OF WINGWALLS.
4. APPROXIMATE DIMENSION SHOWN. MAINTAIN CONSTANT DIMENSION TO END OF WINGWALLS. �� �� �� I� I� 'I II
5. TUBULAR HANDRAILING NOT SHOWN.
6. PROVIDE TWO 2"0 CONDUITS (SPACED 1)) MINIMUM GAP) AS SHOWN IN EACH BARRIER FOR FUTURE UTILITY 3" '—
USE. FOR CONDUIT TERMINATION AT ENDS OF BARRIER RAILS, SEE CALTRANS STANDARD PLAN ES-9A Poe,
DETAIL C (DATED 1999), FOR OPEN EXPANSION JOINT IN BARRIER RAILS, SEE CALTRANS STANDARD PLAN
ES-913 DETAIL XY (DATED 1999). WALL JOINT
CONCRETE BARRIER ELEVATION (TRAILING END) SECTION C—C
TYPE 736 (MODIFIED)
1 1 '-0 NOTE: MODIFY BARRIER AS SHOWN AT EXISTING
SCUPPERS, LOCATED AT BRIDGE JOINTS (TOTAL 4).
SCUPPER DETAILS
NOTE:
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING ANY MATERIAL.
.............
CONSTRUCTION RECORD DATE BY REVISIONS ACC'o DATE BENCH MARK SEAL• �«„� Designed By Drawn By Checked By Drawing No.
SCALE RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
K. GAZAWAY T. BRITfAIN A. SANFORD
Contractor Horizontal �Y Keith J. Go Plana Prepared Under Supervision Of
As snaw� No 58952 �J �� ACCEPTED BY: "�"� — DATE: � -Z�' "'r RAINBOW CANYON ROAD BRIDGE OVER PECHANGA CREEK
Inspector � �L/ Daie IO- O/-U2 WILLIAM G. HUGHES, DIRECTOR OF PUBLIC WORKS / CITY ENGINEER BARRIER REPLACEMENT PW01 -09
Vertical cep,oa-�o-o-t '-T �� 9•F
cmi
"+� a �,,,,a�`' 58952 06-30-0'I R.C.E. No. 36617 06-30-06 �„a,aM BARRIER RAIL DETAILS Sheet 3 of 4
As Shown R.C.E. No. Expires
37'-6" (LIMIT OF PAYMENT) so.-I
WOOD TERMINAL POST
3'-1 1/2" 3'—1 1/2" 3'- 1 1 /2" i _ 3'—1 1/2" � 3'-1 1 /2" _ 3'i _ 1 1/2" _ 6'-3" 6$-3)) — 6'_3� --� - -
� \ TERMINAL SECTIONCABLE
y 3/4!' ANCHOR
�I 0
BEARING
PLATE W/ 1$' HEX NUT
1 )-1 1 /2)) ...... ,� ' ANCHOR AND CUT WASHER
PLATEWOOD TERMINAL � METAL BEAM GUARD
POST :,_OP 0111:
6"x8" BLOCK TYP 6"x8" POST TYP ' 000 RAIL POST TYP
CONCRETE 10 x 10" POSTS I I I ,," , 2 3/8 4 HOLE W/ 2" STANDARD
BARRIER � ��' /' � (4!$/ GALABOVEDFINISH IPE SLEEVE � ° ° o 0
GRADE)
ANCHOR ASSEMBLY �
LAYOUT LINE (BREAKAWAY, TYPE M)
— SEE NOTE 1 �
10
X'rls N < N f X A I&I or
0I
METAL BOX H
SPACER — SEE -
DETAIL THIS SHEET � � � M � j � „�� 0 j M 0Ln
�
•-- M (O O .— N � In I �
TERMINAL SECTION (TYPE B) - - - - - - - - - - - - - - - - - ��
DIRECTION OF TRAFFIC � � L _
� z
EXISTING 4!'0 GAS LINE L
NOTES:
1 . FOR ANCHOR ASSEMBLY (BREAKAWAY, TYPE M (MODIFIED)), SEE CALTRANS REVISED STANDARD PLAN A77G (DATED 2-15-96), AND CALTRANS NEW STANDARD PLANS A77GA (2- 15-96) ANDA77H (7-1 -92).
2. FOR TERMINAL SECTION (TYPE B) AND BARRIER CONNECTION DETAILS, SEE CALTRANS STANDARD PLAN A77J (7- 1 -92). 1 . GAS LINE SHALL BE LOCATED BY POTHOLING PRIOR TO POST INSTALLATION.
3. FOR ADDITIONAL DETAILS, SEE GAS LINE DETAIL AND CALTRANS STANDARD PLANS A77A, A77B & A77C (7- 1 -92). 2. POSTS IN VICINITY OF GAS LINE SHALL BE PLACED IN DRILLED HOLES.
6 —�— f�--- 3. POSTS MAY BE SHORTENED BY A MAXIMUM OF 6" TO ACHIEVE 3" CLEARANCE ABOVE GAS LINE.
APPROACH END i �/a°0 HOLES — TOTAL 2 GAS LINE DETAIL
METAL BEAM GUARD RAI L 1 /2" _ 1 '-0"
1 /2" = 1 '-0" � � 1 /4" S H E ET M ETA L
METAL BEAM GUARD RAIL
VARIES
5 A�
X Z
WOOD TERMINAL POST METAL BOX
SPACER DETAILnow" ORIGINAL GRADE
25'-0" (LI M IT OF PAYM ENT) Emmmo
(VARIES)
TERMINAL SECTION 1' = 1 '-0" ORIGINAL GRADE � � FINISH GRADE N N � REMOVE EXISTING
TYPE M � 6).3" 3'-1 1 /2" 3'- 1 1/2" 3'-1 1 /2" � 3'—1 1 /2" 3'—1 1/2" 3'— 1 1/2" � DIKE AND PAVEMENT
Now,
. . ............ I
3/4!' ANCHOR � � � � , I
WOOD TERMINAL EXISTING CURB O
PO R DIKE
BEARING PLATE W/ 1" HEX NUT �1 O CABLE ANC� � � 6 x8"ST 6 POST TYP "
"x8' BLOCK TYP TO BE REMOVED � I - - -- - - --- —
" �
AND CUT WASHER � PLATE � � i 10 x10" POSTS � A.C. DIKE TYPE "C' SEE
�
- +�_ CONCRETE BARRIER CALTRANS R LAN
EVISED
2 3/8 0 HOLE W/ 2" STANDARD - - - � EXISTING BASE SAWCUT PAVEMENT SA87
5P 96
GALVANIZED PIPE SLEEVE , 7 '—p"� - , � MATERIAL VARIES 2' MINIMUM �
(4!' ABOVE FINISH GRADE) '�
1 . FOR LOCATIONS OF NEW TYPE "C" A.C. DIKE, SEE PLAN ON SHEET 2 OF 4, LEGEND ITEM 6.
2, EXISTING CONCRETE OR A.C. CURB OR DIKE SHALL BE REMOVED.
00 LAYOUT LINE � \ � � N � 1 '- 1 1 /2)) 3. REMOVE AND REPLACE EXISTING BASE MATERIAL IF NOT SUITABLE FOR NEW CONSTRUCTION.
ACKFILL MATERIAL BEHIND NEW A.C. DIKE SHALL BE COMPACTED AND GRADED TO MATCH EXISTING SLOPES.
ANCHOR ASSEMBLY
(BREAKAWAY, TYPE M) ADDITIONAL A.C. DIKE NOTES:
— SEE NOTE 1 FLUSH END SECTION
NW APPROACH BEGIN NEW TYPE "C" DIKE WITH 4'-0" TRANSITION (STA 25+82.0± TO STA 25+86.0± ) FROM
DIRECTION OF TRAFFIC EXISTING DRIVEWAY. ADD CLASS 4 CONCRETE AT END OF EXISTING WINGWALL AS REQUIRED TO
PLACE NEW DIKE AT GRADE.
NOTES: NE APPROACH SAWCUT AND REMOVE EXISTING SIDEWALK AT TOE OF DRIVEWAY SLOPE (STA 26+53.0± )#P
REPLACE WITH COMPACTED BACKFILL TO EXISTING LANDSCAPING.
1 . FOR ANCHOR ASSEMBLY (BREAKAWAY, TYPE M (MODIFIED)), SEE CALTRANS REVISED STANDARD PLAN A77G (DATED 2-15-96), AND CALTRANS NEW STANDARD PLANS A77GA (2-15-96) ANDA77H (7-1 -92). S14III/ APPROACH END NEW TYPE "C" DIKE WITH 4'-0" TRAN SITION (STA 28+12,0 TO STA 28+16.0) TO
2. FOR TERMINAL SECTION (TYPE B) AND BARRIER CONNECTION DETAILS, SEE CALTRANS STANDARD PLAN A77J (7-1 -92), EXISTING A.C. DIKE.
3. FOR ADDITIONAL DETAILS, SEE GAS LINE DETAIL AND CALTRANS STANDARD PLANS A77A, A77B & A77C (7- 1 —92), SE APPROACH END NEW TYPE "C" DIKE WITH A 4)-0)) TRANSITION (STA 28+74.0 TO STA 28+78.0± )
TO EXISTING CONCRETE CURB. SLOPE EXISTING A.C. DRIVEWAY AS REQUIRED TO DRAIN
TRAILING END OVER NEW A,C, DIKE.
METAL BEAM GUARD RAIL
NOTE: mommmommo A.C. DIKE DETAIL
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS 1 /2" = 1 )—Oj)
NO SCALE
BEFORE ORDERING OR FABRICATING ANY MATERIAL.
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No.
SCALE
K. GAZAWAY T. BRITfAIN A. SANFORD RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
qy
Contractor Horizontal
x Keith J. cazaway Plana Prepared Under Supervision Of 21 o s
ACCEPTED BY: — DATE:
As Shown
Inspector No. 58952 ��GC��� M � Date lv 'U�—U2 RAINBOW CANYON ROAD BRIDGE OVER PECHANGA CREEK
Vertical dp.oe-ao-a7 ��� WILLIAM G. HUGHES. DIRECTOR OF PUBLIC WORKS / qtt ENGINEER � BARRIER REPLACEMENT PW01 —09
�C"WCIVIL
As Shown sr 4 w.%F�' 58952 06-30-01, 36617 06-30-06 �° "'�'�A���� METAL BEAM GUARD RAIL DETAILSR.C.E. No. ExpiresR.C.E. No. �s.„a Sheet 4 of 4
CITY OF T E M ECU LA
DE L t I ROA D B R IDGE O VE R E M P I R E CREEK
BARRI E R R E P LACE M ENT
PROJECT NO. PW01 - ICI !
GENERAL NOTES
LOS
1 . A NO—FEE CONSTRUCTION PERMIT IS REQUIRED FOR THE PRIME CONTRACTOR PERFORMING THE WORK ANGELES 24 16. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SHOWN ON THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS 3e SITECONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
DEPARTMENT, 43200 BUSINESS PARK DRIVE, TEMECULA, CALIFORNIA, OR WWW.CITYOFTEMECULA.ORG. � RIVERSIDE ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, ITS
2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER AT LEAST 48 HOURS ANAHEiM 10 OFFICERS, OFFICIALS, EMPLOYEES, AGENTS, VOLUNTEERS AND THE ENGINEER HARMLESS FROM ANY
NOTICE PRIOR TO COMMENCING WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE CORONA AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
SUBJECT TO REJECTION. FOR INSPECTION, CALL: (909) 694-6411 , sPRiNcs PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE
zie ENGIN EER.
3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR 15 HEMEr
PUBLIC WORKS CONSTRUCTION "THE GREENBOOK" , CALTRANS 1999 STANDARD SPECIFICATIONS AND 76 INDIO
PLANS, THE CITY OF TEMECULA STANDARD DRAWINGS, AND THE PROJECT SPECIFICATIONS. 17. A SET OF "AS BUILT' DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PRIOR
5 MURRIEfA TO ACCEPTANCE OF THE IMPROVEMENTS.
4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS r — AREA OF
AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. �SAN AOUANGA�9 LOCATION MAP
I
CLEMENTE L TEMECULA SHOWN BELOW
5. THE ENGINEER SHALL BE NOTIFIED OF CHANGES OR ADDITIONS THAT ARE TO BE MADE PRIOR TO
INSTALLATION. NO DEVIATION FROM THESE PLANS IS PERMITTED WITHOUT APPROVAL OF THE
ENGINEER. 7e
6. IMPORTANT NOTICE,* SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT PACIFIC acenNsioe 15
IDENTIFICATION NUMBER BE ISSUED BEFORE A " PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR OCEAN 7e
DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT AT 1 -800-422-4133 THREE—WORKING ESCONDIDO 79
DAYS BEFORE YOU DIG. RnrnoNn
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES.
FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL.• e
SOUTHERN CALIFORNIA EDISON (909) 928-8272 SAN ELCAJON
SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7730 DIEGO
EASTERN MUNICIPAL WATER DISTRICT (909) 928-3777
RANCHO CALIFORNIA WATER DISTRICT (909) 296-6900
VERIZON (909) 929-9485 VICINITY MAP
ADELPHIA (909) 766-4270
UNDERGROUND SERVICE ALERT (800) 422-4133 NOT TO SCALE
8. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN ON THESE PLANS WAS �
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE
ARE NO EXISTING FACILITIES, EXCEPT AS SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE �c?��° �FtiT o p�
PRECAUTIONARY MEASURES TO PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING �hFF F�A so �
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THESE
PLANS WHEN NECESSARY. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES
SHALL BE BORNE BY THE CONTRACTOR. 1 00
9. ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED WITHIN THE STREET RIGHT—OF—WAY SHALL BE o,
INSTALLED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS, CROSS
GUTTERS, OR ASPHALT CONCRETE PAVEMENT. 1A 09a ��-�9 srPtiT
F
10. ALL TRENCHES SHALL BE COMPLETED IN ACCORDANCE WITH CITY OF TEMECULA STANDARD
DRAWINGS NUMBERS 407 AND 407A. � P�qo% GPo�Eti N
A
11 THE STREET STRUCTURAL SECTION(S) WAS DESIGNED IN ACCORDANCE WITH THE PROJECT SOILS
REPORT. PRIOR TO PREPARING THE SUBGRADE TO RECEIVE BASE MATERIALS, THE CONTRACTOR �
SHALL PROVIDE THE ENGINEER THE OPPORTUNITY TO EVALUATE THE SUBGRADE MATERIAL AND
REVISE THE STRUCTURAL SECTIONS IF NECESSARY.
12. ALL PROPERTY CORNERS SHALL BE UNDISTURBED BY THE CONSTRUCTION OF THE IMPROVEMENTS OR �
THEY SHALL BE RESET AT THE CONTRACTOR'S EXPENSE. PROJECT
LOCATION
13, ALL SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION \
FROM CUT OR FILL TO THE NATURAL GROUND ABUTTING THE SLOPE. �
14. THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT �
EROSION.
15. ALL SLOPES STEEPER THAN 4: 1 HORIZONTAL TO VERTICAL SHALL BE HYDRO—SEEDED WITH AN
1111:Jill,
EROSION CONTROL MIXTURE SUBJECT TO THE APPROVAL OF THE ENGINEER (UNLESS SUPERCEDED BY RA NCHO CAL�FORNIA ROAD
AN APPROVED EROSION CONTROL, LANDSCAPING, OR MITIGATION PLAN). PRIOR TO INSTALLATION, ALL
CUT SLOPES SHALL BE SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF THREE TO SIX INCHES.
LOCATION MAP
NOT TO SCALE
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL. Designed By Drawn 8y Chocked By Drawing No.
SCALE �'°"�"''�
K. GAZAWAY T. BRITTAIN A. SANFORD RECOMMENDED BY: � DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal R:
Keith J. cazaway Plana Prepared Under Supervision Of
As Shawn ACCEPTED BY: — DATE: 4.2�•0�
Inspector No. 58952 pate � DEL RIO ROAD BRIDGE OVER EMPIRE CREEK
U- U/_ UAL WILLIAM G. HUGHES, DIRECTOR OF PUBLIC WORKS / CITY ENGINEER � BARRIER REPLACEMENT PW01 —09
�,p,oa-ao-n
Vertical CIVIL $ 6
D* na snow "` a �"d"� R.c.E. No. 58952 Expires 06-30-07 R.C.E. No. 36617 Expires: 06-30-06 �.,�!se�o, TITHE SHEET Sheet 1 of 4
.......... --------
39'-O"± MEASURED ALONG � DEL RIO ROAD R/W
� BRIDGE R/W 7)-o))± 1 '-0' t 30'-0"t 30'-0 1 '-0' t 7,_0f
2
6'-6" 23'-6"t I 2 3'-6"t 6)-6 TUBULAR �
i - - - - - -- -- - - - - -- - - HANDRAIL
F-i
L _ _j
TELEPHONE CONDUIT EXIST. 1 2'f x 6'± - - -- - - - - - -- -- - - - - - - - - - I - - - - - - - - - - - - � - - - - -
TRIPLE - CELL RCB CONCRETE BARRIER
DATUM ELEVATION = 996-00 (TYPE 26 MOD) �
EXIST.
� 1 2't x 6'±
RCB
26+00 26+50 27+00 27+50 40 ELEVATION ��- -- ------�,���y�� � 00
"r F 00F
���
OF
1" = 10' L J 16 0 PVC WATER IN 36 0 CASING � L J
O 2 0 GAS
14!'0 WATER (ABANDONED) O
TOP OF SLOPE 0TOE OF SLOPE 10"0 SEWER IN 260 CASING � 15 0 SEWER IN 36 0 CASING ---�_
TOP OF SLOPE �� O
TOE OF SLOPE NOTES:
i
EMPIRE � 1 . UTILITY LOCATIONS SHOWN ARE APPROXIMATE
CREEK � DRIVEWAY R/W AND SHOULD BE VERIFIED PRIOR TO EXCAVATION.
2. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED BY THE
_� CONTRACTOR FOR APPROVAL BY THE ENGINEER.
mommommomme Gomm MEOW am� Gomm* 4mmme amom OWN* am dm� omm� snow
0000
1 i 2P-Of) 12)-0)) TYPICAL SECTION
MTN.
5)
.01
in^mwnrER (nonriuoNEo) - - - - - - - - - - - - - - - -- -- -
- - -- - - - - - - - - - - -
00
G� BB 26+55.50± N - SPAN EB 26+94.50± 1 WO SEWER
ELEV. 1008.40± ELEV. 1008.40± in 25'0 cnsinc
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � DEL RIO ROAD
- - - - - - - - - - �' - - EC 31 +36.72
- - -- - - -i - - - - - - -� - - ---------------- 7957)46)) LEGEND
S4501 _ - - -1 � 27+00 R 3�000' 27+501 26+50 I = EXISTING CURB TO BE REMOVED (NOT SHOWN 26+00 a � � IO SEE LIMITS OF REMOVAL ON SHEET 3 OF 4).
a I � � DECK DRAIN - TOTAL 6
BC 23+47.95 y � � i�"n vvc 'NAfER EXISTING CHAINLINK RAILING TO BE REMOVED (NOT SHOWN -
ts'o Nvc wArEri .� SEE DETAILS ON SHEET 4 OF 4 �N �u'm c^�iN� 2
IN 36'0 CASINO _ _ N I � I � SEE LIMITS OF REMOVAL ON SHEET 3 OF 4).
- - - - - - - - - - - -� z�
� - - - - - - - L - - - - 0 GA - - - -- - C U RVE DATA
- - - - o -' "- - - z'-acns 116 � I I I �I INDICATES DIRECTION OF TRAFFIC
1 � R = 3000'
���� �V0- 15°03'57
..................................... 1 .00 L 788.77'
4*1
+� T = 396.67
• ' _ Y__ — — — — � � 1600 SEWER
IN Soo'0 CASING
1.`i'9 SEWER Imo _. — _
mss"d CASING
I—
R/W - - - - 12)-0)) 12)—O)p - -
-- - - - �
tGomm Some ammme amom moo 4000 mm� MWMO omm
� TOE OF SLOPE
� � \ REMOVE AND REPLACE EXISTING
TOP OF SLOPE I SLOPE PROTECTION AS REQUIRED
� TOE OF SLOPE
� TOP OF SLOPE
NOTE: PLAN
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING ANY MATERIAL. � - 10)
-01 M ..
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: ��„� Designed By Drawn By Checked By Drawing No.
SCALE RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal K. GAZAWAY T. BRITfAIN A. SANFORD
`� Keith J. Gozoway Plans Prepared Under Supervision Of !
Inspector AS Shown ,,,, sasaz ACCEPTED BY: � DATE: 4-11- 04 _ DEL RIO ROAD BRIDGE OVER EMPIRE CREEK V
�U—U/ — C��L WILLIAM G. HUGHES, DIRECTOR OF PUBLIC WORKS / CIN ENGINEER
Vertical E,pae-w-o9 � Date g; BARRIER REPLACEMENT PW01 -09
°o1sCan�ed ''��r a��,,,,ae"' 58952 06-30-07 36617 06-30-06 � +�a;� Sheet 2 of 4
As Shown R.C.E. No. Expires R.C.E. No. Expires:
GENERAL PLAN
RETAINING WALL - SEE
DETAILS ON SHEET 4 OF 4
D E F
CONSTRUCTION JOINT
CHAIN LINK FENCE
- - - - - --- - - --- -- ---- -- - - - - -- - - - - - - - - - - - -- -
B +I /
RETURN WALL
- SEE DETAILS ON � � i � � �
SHEET 4 OF 4 � � � � � � 100
10
000
DIRT
-H JOINTS � \ � / / �
i,000/CURB � � / � / EXPANSION
Z� 8" - SEE NOTE 1 ��� � , -�\ �V�R I - - - - - - - JOINT MATERIAL
/ / � /
� FACE OF CURB
GUTTER
i
CURB
woo
S I D EWALK
GUTTER �i ASPHALT PATCH �
D E I F
REMOVE
»c� EXISTING SAWCUT I PLAN
oc> az OBJECT A B
• w a a MARKER I C 3/8 1 '-0"
�o a°� 22'-O"± AND VARIES
A.C. " CONCRETE
PLAN APPROACH BRIDGE DECK
3/8" = 1 '-0" #5 x 2'-0" @ 18 - DRILL
AND BOND INTO 6" DEEP HOLE
6'-0"
Now- TYPE A2 CURB A87
AND GUTTER 00 - - -
� (TRANSITION
HEIGHT FROM
BRIDGE TO
EXISTING CURB)
I� REMOVE EXISTING FENCE I � REMOVE EXISTING FENCE 00 _600- low 6
it
z z " i i �` lj � ASPHALT PATCH
+� I SECTION E-E
VERTICAL CONSTRUCTION JOINT 1/2" = 1 '-0"
+I � � � RETAINING WALL
� � EXISTING WALL
X ��\ F - SEE DETAILS ON B11 -51
� x
N ~
2'-0" � 12 DRILL AND BOND TYP
�,> � ` � �\�� �' � �f111� �/_ - - � i INTO 6" DEEP HOLE WHERE 6 -6
� EXISTING WALL CONFLICTS WITH
3 ; NEW FOOTING
�+—— SAWCUT 4!' MIN TO �( ` � 1 #5 x 2'-0" @ 18 #5-\ @ 18
MATCH SECTION C-C DRILL AND BOND
SAWCUT 4!' MIN DRILL AND BOND
I NTO 6" DEEP HOLE INTO 6° DEEP HOLE
00
SECTION A—A SECTION B—B SECTION C—C SECTION D—D1 /2 it 1 1-0 it 1 /2 it if.01) 1/2 it 1 )—O)p 1 /2 v-0)) 6 it— --- - - - - - - - - - -
1311 -54
REMOVE EXISTING SIDEWALK, CURB AND GUTTER I � REMOVE EXISTING A.C. PAVEMENT
I.- . — I1 SECTION F-F
NOTE 1 : REMOVE EXISTING CONCRETE TO SUFFICIENTLY CONSTRUCT S" -THICK RETURN WALL. ENTIRE DIAGONAL WALL MAY BE REMOVED AT CONTRACTOR'S OPTION. 1/2 it = v.0))
LIMITS OF REMOVAL LIMITS OF RECONSTRUCTION
moo
NOTE: AS SHOWN AS SHOWN
THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS
BEFORE ORDERING OR FABRICATING ANY MATERIAL.
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ��„� Designed By Drawn By Checked By Drawing No.
� K. GAZAWAY T. BRITfAIN A. SANFORD RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor Horizontal
xY Keith J. cazaway Plans Prepared Under Supervision-Of ACCEPTED BY: � DATE: �11-�5
Inspector As Shown No, sessz /f �e, ''' DEL RIO ROAD BRIDGE OVER EMPIRE CREEK
��!�� �-+ �— Date �'U�� U 2 WILLIAM G. HUGHES, DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER
Vertical �„,.ae-Ja-o, — T� � BARRIER REPLACEMENT PW01 —09
� ry
As Shown aw�f""�� / 58952 06-30-03 36617 0 6-30-0/v- '� '�a�¢, REMOVAL AND RECONSTRUCTION DETAILS
Sheet 3 of a
R.C.E. No. Expires R.C.E. No. Expires: '9�a.o.
'
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'
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