1996-4888 I (Plans) GENERAL NOTES BRIDGE DETAILS FOR
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING
SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF-
WAY. LEUCADIA BOULEVARD
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF
ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE
REQUIRED PRIOR TO CONSTRUCTION.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT PEDESTRIAN GOLFCART OVERCROSSING
BOUNDARY.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL
BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF
BERM, CURB, CROSS GUTTER AND PAVING.
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS.
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING FACILITIES SHOWN HEREON AND
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CEANSIDE VISTA
0
EX RA TIONS AND LOCATE . STIING TOR WILL
GROUND FACILITIES OWNER /PERMITEE STATEMENT WORK TO BE DONE
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PUWS CARLSBA O
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE CONSTRUCTION OF THE LEUCADIA
BOULEVARD LEU CAD IA
SAN
EXISTING FACILITIES. PLANS. PEDESTRIAN / GOL.FCART OVERCROSSING SHALL MARCOS 78 U LIAN N <
3; 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC R BE DONE IN ACCORDANCE WITH THESE PLANS, IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A m
COMPANY PRIOR TO START OF WORK NEAR COMPANY FACILITIES AND REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR THE PROJECT SPECIAL PROVISIONS,
CALTR
DATED 76 O z
SHA COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS STANDARD PLANS AND SPECIFICATIONS,
DATED LEUCADIA Z
DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER JULY 1992 SITE
NOTICE: THERE EXISTS ELECTRICAL AND GAS SERVICES WITHIN THIS COMPLETION OF THE IMPROVEMENTS. ENCINITAS RANCHO
BERNARDO 1A
PROJECT WHICH ARE "UNDERGROUND INSTALLATIONS. FOR 0 LEU
LOCATION NAONCES�CONTA�CT CABLES GO GAS AND IP ELECTRIC P� WITHIN EXISTING B PU UB BLICC RIGHT-OF 6 'YS � SOILS ENGINEER'S CERTIFICATE SOLANA BEACH
BOuL RD 0 SITE
COMPANY. TELEPHONE (800) 422 -4133 ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK 15 0
C
ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE 5 p
B. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK AND INDEPENDENT OF ANY ER ASSOCIATED WITH THIS PROJECT OR I, iSoeelir
A.Tmt *ES A REGISTERED PROFESSIONAL
NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH UNDER MY COtRRO / ENGINEER IN THE STATE OF CALIFORNIA. PRINCIPALLY DOING
MIRA POWAY 67 p r
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
COMPANY REPRESENTATIVES. BY: / /, v Z t 7 f 1 HEREBY CERTIFY THAT SAMPLINGS AND STUDIES OF MESA Ul
DATE. THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE O
NOTICE: THERE EXISTS TELEPHONE SERVICES WITHIN THIS PROJECT l/ WERE MADE BY ME OR UNDER MY DIRECTION BETWEEN LAKESIDE
5
BOUNDARY WHICH ARE "UNDERGROUND INSTALLATIONS. FOR CARLTAS DEVELOPMENT COMPANY THE DATES I L- 9 - q p> AND i o - a - 3 ce
LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC 5600 AVENIDA ENCINAS, SUITE 100 ONE COMPLETE COPY OF THE SOIL REPORT COMPLIED LA BELL
TELEPHONE: (800) 422 -4133 CARSBAD, CALIFORNIA 92008 FROM THIS STUDY, WITH MY RECOMMENDATIONS, JO O SANTEEp
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE (619) 431 -5600 HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
CLAIREMON 6 TIERRASANTA 8 ALPINE
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
BEAR THE COST OF RELOCATIONS, IF NEEDED. IMPROVEMENT PLANS AND CERTIFY THAT THE O EL CAJON S
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT NC,N�ZP
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND DECLARATION OF RESPONSIBLE CHARGE NOTME I PROJECT
PL NS HAVE BEEN OCEAN O a DIE � RD
INSTALLATIONS'. FOR LOCATION OF CABLES AND APPURTENANCES BEACH OvL� P
CONTACT (800) 422 -4133. SIGNED: -���-
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE RCE N0:
4 FES S /p Q NATIONAL
ON THE "AS BUILT' IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE PROJECT AS DEFINED IN SECTION 5703 of THE BUSINESS AND PROFESSIONS EXP. DATE: 3-
2>1 - oo � A. T o,� CORONADO CRY CHULA s4 PACIFIC
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
DEDICATED TO THE CITY OF ENCINITAS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS �430Tt �� 0 O VISTA
O CEAN E N C I N I TAS
12 NO PAVING SHAM BE DONE UNTIL EXISTING POWER PONES ARE BY THE CITY OF ENCINITAS AND THE COUNTY OF SAN DIEGO, DEPART NO TE S: N' EXP.'
= PACIFIC
MENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY ' crvi%-
RELOCATED OUTSIDE THE AREAS TO BE PAVED. AND DOES NOT RELIEVE ME AS AN ENGINEER OF WORK OF MY IT SHAT BE THE CONTRACTOR'S RESPONSIBILITY
TO O ���� O CEAN IMPERIAL
13. ALL LUMINARIES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO RESPONSIBILITIES FOR PROJECT DESIGN. FAMILIAR WITH AND IMPLEMENT REQUIREMENTS OUTLINED
SAL BEACH O SANTA FE DRIVE
ESCAPE OF LIGHT ABOVE THE HORIZONTAL SIMON WONG ENGINEERING WITHIN THE FOLLOWING PROJECT PERMITS: SAN YSIDRO CALIFORN - -
14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES 9968 HIBERT STREET, SUITE 202 - U.S. ARMY CORPS OF ENONEERS 404 PERMIT
- MEXICO
DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT SAN GO, CA 92131 - CALIFORNIA DEPT. OF FISH & GAME STREAMLINE
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER ALTERATION AGREEMENT, SEC 1603
663 -2770. - STATE WATER RESOURCES CONTROL BOARD
AMES T. FROST RCE NO. 50865 DATE DIVISION OF WATER QUALITY, GENERA.
15. THE DE=VELOPER SWILL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH EXP. 12/31/97 CONSTRUCTION AcnurTY S M WM POW VICINITY MAP
LOCATION MAP
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED - CAUFORNIA COASTAL COMMISSION COASTAL
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PERMIT NO. 6 -94 -60 NO SCALE 1" = 2000
FEET
SURVEYOR. CONTINUATION OF GENERAL NOTES - U.S. DEPT. OF FISH & WILDLIFE SERVICE
PERMIT, SECTION 7, 10(a) OR 4(d).
16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL 24. THE GEOTECHNICAL RECOMMENDATIONS OBTAINED FROM THE LETTER BY
�P WATER C LY, 2 HIGH INTO THE ACE 0 THE CURB. D "� HEADING E H EOTECHNICAL DESIGN DPI 1 WITH
BRI DGE INDEX TO PLANS LEGEND OF ABBREVIATIONS
BOULEVARD - ENCINITAS RANCH MESA, cARLSeAD, CALIFORNIA" WERE ASSESSOR'S PARCEL NUMBERS REFERENCE DRAWINGS
17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A USED FOR DESIGN OF THIS BRIDGE. A REGISTERED SOILS ENGINEER OR
SHEET T.C. TOP OF CURB
MANNER AND LOCATION APPROVED BY THE INSPECTOR. GEOLOGIST WILL SUPERVISE ALL GRADING ACTIVITY AND ADVISE NO. DESCRIPTION
G.B. GRADE BREAK
ON COMPACTION AND STABILITY OF THE SITE. 4457 -I UNDERGROUND SERVICE ALERT B.V.C. BEGIN VERTICAL
CURVE
18. TILL EXIM TREES WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE REMOVED. 254 - 200 -34 AND 35 4457 -G
1 TITLE SHEET do LEGEND E.V.C. END VERTICAL CURVE
25. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR
c> CalkToll FREE P.I. POINT OF INTERSECTION
19. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES 2
GENERAL PLAN B.C. BEGIN CURVE
STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS NOT CONSTITUTE APPROVAL OR RSPONSIBIUTY OF ANY KIND BASIS OF BEARINGS
1 - 800 3 DECK CONTOURS HIGH C URVE OIWT
PROJECT. FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE 422 -4133 H.P. H. . LOW POINT
IMPROVEMENTS. (IF APPLICABLE).
20. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE DETOUR THE CAL THE BASIS OF BEARINGS FOR THIS SURVEY IS
4 FOUNDATION PLAN R C RATE OF CHANGE OF GRADE
LI COORDINATE SYSTEM NAD 83, Two woftFiclNG DAYS BEFORE You DIG STREET
ZONE GRID BE ARING BETWEEN STATIONS
PLANS AND TO OBTAIN APPROVALS PRIOR TO COMMENCEMENT 26. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE E
OF WORK. FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF ZONE 48+61 D AND BETWEEN
58 +75 Bt;' not on Remember er that � nq two ter 5 ABUTMENT 1 AND 4 DETAILS BO RT. RIGHT
THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN the centeryThere could be othe llrties LEFT
21. ALL SIGNS SHALL BE ALUMINUM WITH 3M HIGH INTENSITY TYPE WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE ALONG THE CENTERLINE OF
EL CAMINO REAL Present at the work site. The center will 6 BENT DETAILS T. BOTTOM
AS SAID STATIONS ARE PUBLISHED IN THE CITY inform the u of whom th will not INV. INVERT
REFLECTIVE FACE OR EQUIVALENT. PLANS. OF ENCINITAS HORIZONTAL CONTROL BOOK; 7 TYPICAL SECTION F.L.
FLOW LINE
22 ALL NEW STRIPING AND SANDBLASTING OF REDUNDANT STRIPING 27. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND i.e. N (725'38" E. SAID BEARING
AND THE N.T.S. NOT TO SCALE
SHALL BE DONE 13Y CONTRACTOR. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING BEARINGS SHOWN HEREON ARE IN TERMS OF
8 SLAB REINFORCEMENT POR. PORTION
THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE CALIFORNIA COORDINATE SYSTEM NAD 83,
23. IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT ZONE 6. ��
9 MISCELLANEOUS DETAILS NO. 1 FOR A39REVIATIONS NOT SHOWN, SEE
STREET NAME SIGNS AND TRAFFIC SIGNS BY THE CITY ENGINEER'S SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL THE COMBINED SCALE FACTOR AT
STATION AS - BUILT' CALTRANS STANDARD SHEET A10A. W
APPROVAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, 10 MISCELLANEOUS DETAILS N0. 2
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS DISTANCE 58 +75 BC IS 0.99996478 (GRID Z
DISTANCE - GROUND DISTANCE X COMBINED COMMUNITY DEVELOPMENT DEPARTMENT l ames F rosf J/z9 /9e 5
SEE AT RIGHT FOR CONTINUATION OF NOTES FROM ANY AND All LIABILITY REAL OR ALLEGED, IN CONNECTION SCALE FACTOR). P.E . 5o865
EXP. 30 o DATE w
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING �L_L_L-
OR TLIABILITY IER AR FROM THE SOLE NEGLECT OF THE OWNER REVIEWED BY: COGV� ° G�QC�I� z M
3
APPROVED BY:
5600 AVENIDA ENCINAS, SUITE 100 ZM
DATE: 3 ���� 9 � INSPECTOR DATE (619) 31 CALIFORNIA 92008 U.S.A. u p0
(619) 431 -5600 FAX (619) 431 -9020 3
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE �.. APPROVALS CITY O F EN C I N ETAS ENGINEERING
DEPARTMENT DRAWING N0. W a
13 011-7- DESCRIPTION: TOP OF BRASS DISK Av PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP OVE
BRIDGE DETAILS FOR TM 94- 066 :°•
IN WELL MONUMENT. � � � N "
LOCATION: STA. 64 +24 EL CAM/NO REAL HORIZONTAL: SHOWN r rr~o� � sow DATE: 2�i��9� BY: G" BY: LEUCADIA
BOULEVARD z
am �_ xW1� .- 4888 -1 W Z
RECORDED FROM S.D. CO. VERTICAL VERTICAL: AS SHOWN s s °* CM R.C.E. NO: 50865 DATE: 2_ _�7 DATE: 2 -z�_�
PEDESTRIAN / GOLFCART OVERCROSSING ZZ
CONTROL A �r , JAMES T. FROST
ELEVATION: 120.20 DATUM: M.S.L s«, a.p. G 92131 (61!) 366 -3113 ° °"` REGISTERED CIVIL ENGINEER EXP 9/30/97
TITLE SHEET & LEGEND SHEET 1 OF 10 w a.
LPED- TIT.DWG 1110197
BB 1 +00.00 BVC 1+60.00 EVC 2 +46.00 E 3+14.00
ELEV 340.50' ELEV 341.40' ELEV 341.45'
ELEV 340.50' CL
+1.50% 86' VC -1.40% BRIDGE
INI R/C = - 3.37% /STA I
14' -0"
PROFILE GRADE ,,_ 6' -0" 6' -0"
1" = 10' -0"
METAL
RAIL PROFILE GRADE 10
I
BB EB TYP I �
214' -0" ALONG �
� BENT 2 � BENT 3
60' -O" 86' -O" 68' -0" owl
CIP REINFORCED
I CONCRETE SLAB
z
---- - - - - -- I r I -------
I 1 I O r�Sr N
—1—
Z J I �II I CV
J f
ri 1 —L� r r—L -r - -�
--- i - - - -� 3 f S I I I
ABUT 1 TYP ABUT 4
28' -1"
TERRACE MIN VERT
DRAIN CLR STAIR SEE "MISCELLANEOUS DETAILS N0. 1"
(RAILING NOT SHOWN FOR CLARITY) VOW
I I
I I
APPROXIMATE FG ALONG BRIDGE
I 4 I I I
I I I I r --------------- --------------- 1---------------
�
I I r---- J ------ L -- - -� 1 I
I I O I I I I
----------- - - - - -� O 1 I
DATUM ELEVATION = 300.0'
I 1
� � L ----------------------------------------------- J
1+00 8" RW 2 +00 18" RCP 16" W 3 +00
ELEVATION
TYPICAL SECTION
1" = lo'—O 1 /4"
CURVE DATA �
EC 73 +86.22 ,p� NOTES:
R = 1,200.00'
C1 0 = 50'50'59" TOP OF SLOPE � 2 +03.00 BRIDGE O1 METAL BEAM GUARD RAIL - TYPE 8 FLARE
L = 1,064.99 65 +70.30 CL LEUCADIA BOULEVARD
� I � I LENGTH OF MBGR WN IN STANDARD PLANS
T = 570.441 ' TOE OF A77A, A778 A77C ,� 7 F A D
BOULEVARD
1 I 4 LEUCADIA I ' , j�� SLOPE A77T( PostAnchor)
O I
I 1 O BRONZE PLAQUE MOUNTED TO PILASTER
1 j TERRACE DRAIN 1 1 I Cl 2 1
2 1 I I TOP OF SLO PE J 1
1 1 (TO BE RELOCATED) 1 1 I �— I I �3 PREPARE AND STAIN ALL EXPOSED CONCRETE
1 I I I PATH I 2 1
2 J SURFACES (EXCEPT DECK, TOP OF CURB, AND
21 I
-� 1 I I I I ( �— � \ INSIDE FACE OF CURB.
1 1 TOP OF SLOPE 4 LEUCADIA BOULEVARD TO BE CONSTRUCTED BY
1 I \ O
I
1 TOE OF SLOPE I I I \ OTHERS AFTER THE COMPLETION OF THE LEUCADIA
1 1 I BOULEVARD PEDESTRIAN / GOLF CART OVERCROSSING.
1
1
PATH BB 1 +00.00 -POINT OF MINIMUM VERTICAL CLEARANCE
2 +00 3 +00 '
1 _ ELEV 34 0_50 ' _ _ _ _ _ _ BR IDGE _ _ _ _ _ _ _ _ _ _ _ �— _ J
1 S 39'26'27" E EB 3 +14.00 2 ' QUANTITIES
1 I e I ELEV 340.50'
1 I
1 I STRUCTURE EXCAVATION (BRIDGE) 378 CY
1 1 1 I 1 STRUCTURE BACKFILL (BRIDGE) 216 CY
11
TOP OF SLOPE 1 1 I i TOE OF SLOPE / STRUCTURAL CONCRETE, BRIDGE FOOTING 112 CY
PATH
STRUCTURAL CONCRETE, BRIDGE 318 CY
I 2 1 1 11 I I 1 1 BAR REINFORCING STEEL (BRIDGE) 79,000 LB
I 11 2 : 1 1 MINOR CONCRETE (MINOR STRUCTURE) 42 CY
J 1 1 1 METAL RAILING 477 LF
/ 1 I 1
TOE OF SLOPE I I I � ARCHITECTURAL SURFACE (RIVER STONE) 950 SF
I 1 I �Ot A PQr�- J PREPARE AND STAIN CONCRETE 4,470 SF
I 1 32 I 2' 32, TOE OF SLOPE I METAL BEAM GUARD RAIL (TYPE 8 FLARE) 2 EA
3' 3'
TOE OF SLOPE 2' z
rx
w
w
7
Z
BC 63 +21.23 w
PLAN VIEW o z
1"
bo
Z M
Z �, b : T Frost °"= 1�2 9f 98 FOR "GENERAL NOTES - LOAD FACTOR DESIGN" SEE "DECK CONTOURS"
SHEET. g o
A - aI�-
V)
REVISIONS APPRO D DATE REFERENCES DATE BENCH MARK SCALE I =e „.e. .APPROVALS CITY O F E N C
I N ITAS ENGINEERING DEPARTMENT DRAWING N0. W T W J�'� DESCRIPTION: TOP
OF BRASS DISK � PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY. APP 0 D BY: BRIDGE DETAILS FOR TM 94 -066
IN WEU MONUMENT.
LOCATION: STA. 64 +24 EL CAMJNO REAL HORIZONTAL: AS SHOWN woo s DATE: tl�T�9 BY: L ' BY: LEUCADIA
BOULEVARD W z
RECORDED FROM S.D. CO. VER77CAL VERTICAL: AS SHOWN "m °-'°♦� PEDESTRIAN GOLFCART OVERCROSSING 4888
-I ww
T P 99ee Hbwt 9biat subs 202 °N1 R.C.E. N0: 50865 DATE: f ” 2O f - DATE: 2' ' a I /
z p
CONTROL AGE 105 � ,,,/'' JAMES T. FROST c�
ELEVATION: 120.20 DATUM: M•S•L. sa+ 01ap, G 92131 (619) see -3113 ` °" REGISTERED CIVIL ENGINEER EX 9/30/97
GENERAL PLAN SHEET 2 OF 10 w m
LPED— GP. DWG 2/6/97
LEUCADIA
ABUT 1 BENT 2 BOULEVARD BENT 3 ABUT 4
I I I I
341.0 341.5 341.5 341.0
2 +00 3 +00
1+00 x _ _ _— _ _ — —
I _ _ - - - - - —- - - -- - -'_ - I
PLAN VIEW
1" = 10' -0"
NOTES:
1. CONTOUR INTERVAL = 0.1 FEET
2. CONTOUR DOES NOT INCLUDE CAMBER.
3. [3 - INDICATES 0.5 FOOT CONTOURS.
GENERAL NOTES 4. X - INDICATES 10' INTERVALS ALONG
LOAD FACTOR DESIGN CL BRIDGE
5. GRADES ARE AT WALKWAY SURFACE AND
DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO DO NOT INCLUDE CURBS.
WITH INTERIMS AND REVISIONS BY CALTRANS).
LIVE LOAD: 85 psf PEDESTRIAN LOADING
OR H10 VEHICLE.
SEISMIC LOAD: PEAK ROCK ACCELERATION = 0.5 g
DEPTH OF ALLUVIUM = 0 TO 10 FT.
REINFORCED
CONCRETE: fy = 60,000 psi
fc = 3,250 psi
n = 9
STANDARD PLANS
DATED JULY 1992
STRUCTURAL CONCRETE, BRIDGE
Al OA ABBREVIATIONS
A62C LIMITS OF PAYMENT FOR EXCAVATION AND
BACKFILL - BRIDGE PLAN SYMBOLS STRUCTURAL CONCRETE, BRIDGE FOOTIN
A77A M ETAL B EAM GUARD RAILING
A77B METAL BEAM GUARD RAILING - STANDARD HARDWARE
MINOR CONCRETE (MINOR STRUCTURE)
A77C METAL BEAM GUARD RAILING - POSTS AND BLOCKS
A SECTION IDENTIFICATION
A77E GUARD RAIL FLARES
A77F METAL BEAM GUARD RAILING - MISCELLANEOUS DETAILS
A77G GUARD RAIL END ANCHORS (BREAKAWAY) CONCRETE STRENGTH AND TYPE LIMITS
BO -1 BRIDGE DETAILS STANDARD PLAN SHEET w
EET NUMBER w
NOT TO SCALE
z
BO -3 BRIDGE DETAILS
DETAIL NUMBER z
W
BO -13 BRIDGE DETAILS
0
z
OM
3�
Z M
OI
1 11, lig L N A =/�h ges by: T � Frw•I °" � � 29� 98 � (D LO
EVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE rIV APPROVALS CITY O F E N C I N I TAS
ENGINEERING DEPARTMENT DRAWING N0. W
R \\ n�
�s- Bc���T � . r . r BRIDGE DETAILS FOR TM 94 -066 c°
DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY. APP VED BY.,
IN WELL MONUMEN HORIZONTAL: SHOWN wow � LE U CAD IA BOULEVARD
ft soee5 / DATE: BY: BY: 48 8 8 w z
LOCATION: STA. 6 S.D. EL CAMINO REAL � AM �a PEDESTRIAN / GOLFCART OVERCROSSING ww
RECORDED FROM S.D. CO. VERTICAL VERTICAL: AS SHOWN °' a � R.C.E. N0: 50865 DATE: 2 `ZO -g7 DATE: �' ��� J � 1
z Z
CONTROL PAGE 105 99 M "lb"t �"'� S" rt' 202 'fir �' JAMES T. FROST
Son Me". CA 92131 (519) 366 -3113 ° °" REGISTERED CIVIL ENGINEER EXP: 9/30/97 DECK CONTOURS SHEET
3 OF 10 Z =
1 w o
ELEVATION: 120.20 DATUM: M.S.L
LPED— DG.DWG 1110197
CURVE DATA
R = 1,200.00'
C 1 A = 50'50'59"
L = 1,064.99'
T = 570.44' O p
` , l EC 73 +86.22
Q) o o LEUCADIA i
� r N r N r� BOULEVARD I I r••�
w 2 +03.00
q BRIDGE
C1 j j 65 +70.30 LEUCADIA BOULEVARD
-- Q
w
d I m w II I �.� I I I I m
C) Q 331.0 m 1 +60.00 2 +46.00 I
1+1.25 ! I I I I - - PILASTER LOL
PILASTER LOL - - 302.5 301.5 1
3 +12.75 S 39'26'27" E
S 39'2627" E a_ I I I I
°° � � %'`' � BRID � � � � � 2 � _ I _ - -
- - - -
i 9'* S 39'26'27" I I I I i i 331.0
- - - - oo v � . � � � I I I �I PILASTER LOL
PILASTER LOL
S 39'26'27" E I � �� � � I �I S 39'26'27" E
L � � 11 ° OI I I j ° �
20 m I I I I I j /6 8't
3' -9" (TYP)
- S 39'26'27" E
3 +12.75
a
TYP BC 63 +21.23 I I I I STAIR FOOTIN 14.75' RT
STORM DRAIN
( ) II t.1- I I I I w
� w
O w w
0 I I b 3 I I I I M M
M
P) M I I Z 0 I I I I M
pe) b �I ` I I L Lo
Lo Lo
II I Z
Z Z Z
PLAN VIEW
1 "
1 - INDICATES BOTTOM OF FOOTING ELEVATION
2. FOR LIMITS OF EXCAVATION AND BACKFILL, SEE rA62C
lll ll'�
3. CONTRACTOR MUST NOTIFY THE AGENCY AT THE
NUMBER LISTED BELOW AT LEAST TWO (2) WORKING
DAYS PRIOR TO COMMENCEMENT OF EXCAVATION:
UNDERGROUND SERVICE ALERT
1- 800 - 422 -4133
4. CONTOURS SHOWN ARE BASED ON THE APPROVED
GRADING PLANS, "4457 —G — SHEET 19".
FOOTING PRESSURE
(TONS PER SQUARE FOOT)
LOCATION ALLOWABLE DESIGN
ABUTMENTS 1 AND 4 6.0 1.4
z
BENTS 2 AND 3 6.0 4.0 w
W
z_
a
z
W
C9
z
O r�
3�
Z
A -Bv;I+ b : S"Fros+ 0n .112
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE �. APPROVALS CITY OF E N C i N I TAS ENGINEERING
DEPARTMENT DRAWING NO. W
IL S ���
T . BRIDGE DETAILS FOR TM 94 -066 z
DESCRIPTION: TOP OF BRASS DISK � PLANS PREP ED UNDER THE SUPERVISION OF RECOMMENDED BY: APP VED BY
IN WELL MONUMENT. HORIZONTAL: AS SHOWN WONO DATE: �i� BY: • �• BY: LEUCADIA BOULEVARD
W z
LOCATION: s T A. 64+24 EL CAMINO REAL � AM PEDESTRIAN GOLFCART OVERCROSSING 4888 -I W W
RECORDED FROM S.D. CO. VERTICAL VERTICAL: AS SHOWN d „ t R.C.E. NO• 50865 2 — 7.0-g7 DATE: Z - Z(�q /
CONTROL PAGE 105 Wee c sati t. sft 2M cm
,�!' JAMES T. FROST z z
• DATE:
So a9o, G 92131 (E19) 3a6 -3113 FOUNDATION PLAN SHEET 4 of 10
ELEVATION: 120.20 DATUM: M.S.L « REGISTERED CIVIL ENGINEER EXP: 9/30/97
wa
.
LPED— FP.DWG 215197
ABUT 8" x 18" x 1" FABRIC REINFORCED
ELASTOMERIC BEARING PAD — TOTAL 3 F EQUALLY SPACED (SEE "BEARING SEAT DETAIL ") to I PILASTER 12 (TYP)
STRIP WATERSTOP K BO_ 41
— �1
�t BRIDGE (SYM) — — — — 10 4p—c SQ
1/2 EXPANDED
�
EL. 345.50 # — TOTAL 5 BOTH WAYS PILASTER ABUT POLYSTYRENE
1 ° 12' - 9 1 /2" I 1/2 EXPANDED
A A JOINT FILLER
I I ARCHITECTURAL TREATMENT
ro 1 1/4 1 1 SEE "MISCELLANEOUS DETAILS" SHEET 2' -0 VOID (OPTIONAL)
1 1
I
ABUTMENT STEM �, � � 0 12 m I
1 I (TYP I I I ABUTMENT STEM
2 ,_ g » � oo o 'r' ALL 1 1 ABUT SEE NOTE 2
SIDES)
It
#6 rl _I ® 6
INSIDE ED OF CUR = I I 1 I M
INSIDE EDGE OF 1 I i • • —TOTAL 5
PILASTER ® GRADE I I I
cv 1 N 4" CLR I
� I
PILASTER ARCHITECTURAL TREATMENT I
LOL — — — �— — — — 1' -0" MIN BELOW FG I I # —TOTAL 2
I
i 4' - 3" VERTICAL ` •�
COLUMN I I I 1 SHEAR KEY
1 I N • •
I
I
3'-9" 1 PILASTER
1 1 I
CONSTRUCTION JOINT I I 1 1 — — — — #5 — TOTAL 16 2' -1 1 /2" 2' -1 1/27
PILASTER ABUT (ROUGHEN SURFACE BELOW 1/2 EXPANDED I FOOTING
KEY TO 1/ AMPLITUDE POLYSTYRENE I
I
I
I
I I B 4 —
B 4
# E:l ® 12
1' -0
ABUTMENT 1 PLAN LAP ( M I N
)
N
#4 ® 12 BOTH WAYS SECTION B-B
ABUT # —TOTAL 3
BB 2' -6 3 —g" 3'_6" #5 ® 12 BOTH WAYS 3/4" = 1' —O"
1' -3 1' -3" TOP SLAB REINFORCEMENT
1 ABUTMENT 1 SIDE ELEVATION
1/2' = 1 —0
o
I # r ®12 —TOTAL 14
I (SPACE IN BETWEENF u )
r - - -- -- FABRIC REINFORCED
� # ®12 MAX (TYP)
ELASTOMETRIC BEARING PAD
J I # 8 ® 12 — TOTAL 15
Z
� N
C-4 Q 1
= 1 z
I a ABUT EXPANDED POLYSTRYENE SAME
U 80 -3 I - BOTTOM SLAB REINFORCEMENT THICKNESS AS BEARING PAD
3 -1 I 4 0
W I
rBO -13
> 1 1 PLAN 1 -,
� 1
# —TOTAL 3 1
2" CLR (TYP)
� z
`o SEE "BEARING - - 04 NP
.� SEAT DETAIL
SMOOTH AND LEVEL SURFACE
\ , _ WHERE PADS ARE TO BE INSTALLED
0
N 1 #4 ® 12 BOTH WAYS ELEVATION
# ® 12 BOTH WAYS
_ BEARING SEAT DETAIL z
NOTES: NOT TO SCALE w
W
3' -6" 3' —�' 1. ABUTMENT 1 SHOWN, ABUTMENT 4 SIMILAR. z
a
z
w
2. RAILING NOT SHOWN. SEE "RAILING ELEVATION" AND z
SECTION A "SECTION A —A" ON "MISCELLANEOUS DETAILS NO. 1" SHEET. 3
Z M
3/4 = 1' -0"
/
CNo�As - 6u I f [ha. �ges b J Frost on: !`2y�9g p
Fn to
Lo
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ... APPROVALS CITY OF E N C I N ITAS ENGINEERING
DEPARTMENT DRAWING NO. a
S - 41 7LT 1111- DESCRIPTION: TOP OF BRASS DISK f PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP VED
BY' BRIDGE DETAILS FOR TM 94 -066 z.�
IN WELL MONUMENT
HORIZONTAL: AS SHOWN woNO no � DATE: BY: �' BY: LEUCADIA BOULEVARD m
LOCATION: STA. 64 +24 EL CAMINO REAL
RECORDED MOM S.D. CO. VERTICAL VERTICAL. AS SHOWN am p °* °-�°� PEDESTRIAN GOLFCART OVERCROSSING 4888
-I ZZ
�e«t spa 202 a� R.C.E. NO: 50865 DATE: 2— ��� DATE: �''Z� �1 /
CONTROL PAGE 105 a „ �I" JAMES T. FROST 0
ELEVATION: 120.20 DATUM: M.S.L. �^ • G 92131 (E19) sea -3113 REGISTERED CIVIL ENGINEER EX 9/30/97
ABUTMENT 1 AND 4 DETAILS SHEET 5 OF 10 w iv
LPED— AD.DWG 216197
BENT E BENT #4 E::] ® 12
T
2 ,_ 4 "
a • • • • LAP (MIN)
• • • BENT
lb •
11_p" TYP ` 2" CLR MIN
TYP
3' -0" TYP #6 - TOTAL 5 SETS . I , BRIDGE
t ° 2' -0" ' ' ' 11 L - TOTAL 28 CONT I
LAP • # 3 ►_ 2" EXPANSION
JOINT MATERIAL
• I • 2' _p"
SEE NOTE 1 ' ' '
� A A #7 -TOTAL 12
(FLARE REINFORCEMENT)
E 2' -4 1/27 TYP
I
4' - 9 "
I #7 FLARE
4 ,_ p " REINFORCEMENT SECTION A—A 50 `O BRIDGE
6" TYP
I
ELEV 322 .0 B g
BENT 4' -0"0
U-j I 6' -0"
_ Ne ch. Coup 1 2 f • •
•
/
or] A I bar CL
2 -0
StQ �
C
12 6" TYP
Q
- 1 •
z D 2" CLR MIN I
cam, w TYP
cn = z ARCHITECTURAL TREATMENT I
w - �r
0 a SEE " MISCELLANEOUS DETAILS" SHEET • BRIDGE 8 -p
o "
Z
w o - • 16' -0"
L V) • •
J •
SECTION D —D
#7 -FLARE REINFORCEMENT 2 TYP
I 3/8"
- - - -- - - -- - 4' - p"
C C
SECTION B —B
3/4" = 1' -0" BRIDGE
#6 - TOTAL 15 #6 - TOTAL 4
SEE NOTE 1 BOTH WAYS
11 04 #4 C� ®12
BENT
2 ►_ I
D D LAP (MIN)
. . . . . . . . . . . .
a 5" CLR MIN
�7- TYP �o
r • • N
I ' I
I g —
U - N TOTAL 8 SETS
#5
v
6" MAX ° 10 1
#9 - TOTAL 36 (TYP) , BRIDGE #4 - TOTAL 4 I
BOTH WAYS #5 J ® 12 MAX BOTH WAYS AI
(OUTSIDE COLUMN KEY AREA) • ' •
•
• I •
TYPICAL SECTION •
NOTES: #7 -TOTAL 12
1/27 = 1'-0" SPIRAL REINFORCEMENT NOT SHOWN FOR CLARITY.
1. SPIRAL MAY BE DISCONTINUOUS AT BENT
CAP AND FOOTING TO ALLOW PLACEMENT
OF BOTTOM CAP AND TOP FOOTING SECTION E—E
c�
REINFORCEMENT. z
3'_0" TYP 1 /2 » = 1,_p» w
2. NO LAP SPLICES WILL BE ALLOWED IN w
MAIN COLUMN REINFORCEMENT. 6'-p" z
w
3. SEE "BAR SPLICE DETAILS, SPIRAL z
ANCHOR AND HOOP DETAIL FROM SECTION C—C z
MISCELLANEOUS DETAILS NO. 1 SHEET.
z�
O�
A s - B v�I t S"Frosf on= 1�29�98 cn0
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE „s.. APPROVALS CITY O F E N C I N ITAS
ENGINEERING DEPARTMENT DRAWING NO. W �_
f�S & ' 1 1 'L T !•�1 DESCRIPTION: TOP OF BRASS DISK \ � � r� PL A NS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY:
AP LVED BRIDGE DETAILS FOR TM 94 -066
IN WELL MONUME HORIZONTAL• AS SHOWN // / p
LOCATION: STA, 64 +24 EL cAMINO REAL "' 5 DATE 2/ �' g� BY: —^ BY: LE U CAD IA BOULEVARD Q
p Q _ w z
Srxocrvs&t AND REMS Aanv�rs 4 8 8 8 I W z
RECORDED FROM S.D. CO. VE RTCAL VERTICAL: AS SHOWN °° � ' R.C.E. NO: 50865 2_2 O_g7 DATE: 'L -7-'1- 1 PEDESTRIAN
/ GOLFCART OVERCROSSING zz
CONTROL PAGE 105 9M S+�. s� 202 �r ,�' JAMES T. FROST DATE: �+
San Me". G 92131 (619) 566 -3113 �' °N BENT DETAILS SHEET 6 OF 10
ELEVATION: 120.20 DATUM: M.S.L REGISTERED CIVIL ENGINEER EXP: 9/30/97
wa
LPED— BD.DWG 216197
BRIDGE
30 ,_ 0 "
14' -0" (TYP)
1 ' -0" 6' -0"
BENT
4 j ® 12 (TYP) (SYM) °
• • I 2 - #4 CONT N
(3' - 6" LAP TYP)
• POINT OF TANGENCY (TYP)
� • #10 �� -TOTAL 4 PER BENT � �
L
ADDITIONAL BOTTOM REINFORCEMENT PARABOLIC
• I • (NO LAP SPLICE ALLOWED) CURVE (TYP)
#5 ® 12
ADDITIONAL BOTTOM REINFORCEMENT
4 •_3" 2' -9" 2' -9"
NOT TO SCALE
BOTTOM SLAB REINFORCEMENT
4
- SEE "STIRRUP SPACING" (NP)
VARIES
TYPICAL SECTION
@ SPAN ABUT 1 BENT 2 BENT 3 ABUT 4
314" CHAMFER (TYP) BRIDGE
(ALL EXPOSED CORNERS) I / I
�� ®12 18 ®6 36 ®6 ®12 366 186 ®12
14' -0" � STIRRUP SPACING
6' -0" 1, -0"
TOP SLAB REINFORCEMENT I CONTINUOUS BOTTOM SLAB ,' STIRRUP SPACING
• (NP) REINFORCEMENT (TYP) 1 0 �\
NOT TO SCALE
• • , . 0 \ 0 0
l
i N
N
• - - - CAMBER LINE o
• I " SEE "RAILING DETAILS" ON
PROFILE LINE o 0 0
I MISCELLANEOUS DETAILS" SHEET (TYP)
0 O
6" TYP • #6 ® 12 ° o 0 0 0 0 ° ° °o
• • •
o ° ° ° 0 0
o 0
w
3 4 P # CONT -TOTAL 5 EACH SIDE (TYP
314" DRIP GROOVE (TYP) w (3' -6" LAP TYP)
I ��o
�D W_ CV F
O
i 10 cn z N ro "�
w " z z z z f-
3 4 - SEE STIRRUP SPACING" z z z z z z a a a
I(TYP) D m a V W V) N m
VARIES a cn cn cn V) cn cn m
�t N 14
0 0 o N c�
NO LAP SPLICE ALLO WED
M
IT TYP
I
2 , - 0 "
VARIES
VARIE s
CAMBER DIAGRAM
NOT TO SCALE
c�
z
ADDITIONAL BOTTOM REINFORCEMENT NOTES:
ADDI _
�TO FOLLOW PARABOLIC FLARE - SEE 1. CAMBER VALUES ARE IN FEET. z
TYPICAL SECTION ADDITIONAL BOTTO M REINFORCEMENT) 2. CAMBER VALUES ARE NOT ADJUSTED FOR FALSEWORK SETTLEMENT.
W
@ � BE NT ;�'
Z M
01
CID
A S - Bvi �f by: S Fro54 on: 1 29�98 V) Lo
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
!N APPROVALS C I
Ty O F E N C I N I TAS ENGINEERING DEPARTMENT DRAWING N0. L m
\\ n� �r PLANS PREP ED UNDER THE SUPERVISION OF RECOMMENDED BY: AP , VED BY. BRIDGE DETAILS FOR
TM 94 -066 Z CID �S 45UI4T - I • ! DESCRIPTION: TOP OF BRASS DISK � � � 64 +24 EL CAMIN0 REAL
IN WELL , LEU CADIA BOULEVARD
MONUMENT . / w z
HORIZONTAL: /� SHOWN 8✓rlON wpMp 50"5 DATE: ?L.L�L Z — BY: � BY: z
A. � AM BOB= im� � ¢ .., o , PEDESTRIAN GOLFCART OVERCROSSING 4888 -� W
/ W W
LOCATION: ST
RECORDED FROM S.D. CO. VERTICAL VERTICAL: AS SHOWN a� R.C.E. NO: 50865 ZI z z
yea ►�«t sa..�, suta 202 O� JAMES T. FROST O DATE: 2- �'�` p � DATE: �' � �
CONTROL PAGE 105 d • TYPICAL SECTION SHEET 7 OF 10 i? a
ELEVATION: 120.20 DATUM: M.S.L $0" M"cl. CA 92131 REGISTERED CIVIL ENGINEER EXP. 9 30 97
LPED- TS.DWG 1110197
�- #9 TOTAL 15
A
ABUT 1
SPAN 1 BENT 2 EDGE OF DECK
SPAN 2 BENT 3
SPAN 3
ABUT 4
#10 - TOTAL 8 #10 - TOTAL 8
15 23 23 1 23 23 1 15
15 I 23 23 23 23 15 1
23 23 23 23
23 15
15 23 34 34 23 23
15 34 34 15
15 23 23 23 23 15
23 34 34 23 15
15 34 23 23 34 15
BRIDGE - - 15 - - 23 - - - 23 - - - - 23 - - - - - - 23 I - 15 - -
15 23 23 23 23
15
15 34 34 15
34 34
23 23 23 23
15 I
15 I 23 23 23 23 15 1
15 34 34 15
15 23 23 34 34 23 23 15
— 15 I 23 i 23 1 23 23 1 15
23 23 23 23 15
15 23 23 23 23
#9 F - TOTAL 15 #5 LAP - TOTAL 4 EACH SPAN
L #10 - TOTAL 10 # 10 CONT - TOTAL 8 # 10 - TOTAL 10 EDGE OF DECK
TOP SLAB REINFORCEMENT
NOT TO SCALE
NOTES:
1. NUMBERS AT ENDS OF BARS INDICATE DISTANCE IN FEET FROM q BENT.
TOTAL - 6 CONT q- BENT 3 SPAN 3
ABUT 1 SPAN 1 BENT 2 SPAN 2 EDGE OF DECK ABUT 4
TOTAL - 6 CONT I I
I I I I
TOTAL - 8
L--------------- - - - - _ ------ - - - - -- - 1---------- _---- __�----- - - - - -- -- - - - - -- --_-- _------------- I -------- - - - - -- __ -I----------------------
19 24 38 22 22 38 28 24
38 22
19 24 22 38 28 24
�. BRIDGE - - - - - - - - - - - - - - - - - - - - -
19 24 22 38 28 24
19 24 38 22 22
3 8 22 38 28 24
_
- - - - - - - - - - - - - - - - - - Z - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - s ! �-
-
I I I I I I I
TOTAL - 4 EDGE OF DECK
TOTAL - 4 BOTTOM SLAB REINFORCEMENT --
NOT TO SCALE
NOTES:
c�
z
1. BOTTOM SLAB REINFORCEMENT TO BE #10 BARS UNLESS OTHERWISE SPECIFIED. w
w
z
0
2. NUMBERS AT ENDS OF BARS INDICATE DISTANCE IN FEET FROM SPAN. W
c�
z
0 r
3
Z
n 0�
co
NO n5 -8 vi Chan,5es � T Fros} or,. //2998 In
�
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE „ APPROVALS CITY O F E N C I N I TAS ENGINEERING
DEPARTMENT DRAWING NO. W o
T.
S- By /LT l • 9.9
DESCRIPTION: TOP OF BRASS DISK \\ � � � r� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPRWED
BRIDGE DETAILS FOR TM 94 -066 z
IN WELL MONUMENT
HORIZON �p�J wpJ�q pMQF�q I •
TAL AS SHOWN LEU CAD IA L
LOCATION: STA. 64 +24 EL CAMINO REAL soees DATE: BY: �•'-- •-�-�- BY:
RECORDED FROM S.D. CO. VERTICAL VERTICAL: AS SHOWN � AND Ica imnv�
4888 -I W z
CONTROL PAGE 105 wee ►, m SbvK SAW 2 c ' R.C.E. N0: 50865 DATE 2-- z -`? 7 � -24 -a� P EDESTR IAN GOLFCART
OVERC ROSSI NG
w
'� � ��/''' JAMES T. FROST DATE: c� o
ELEVATION: 120.20 DATUM: M.S.L s«+ 04.x. CA X4131 (619) sea - 3113 REGISTERED CIVIL ENGINEER EXP: 9/30/97
SLAB REINFORCEMENT SHEET 8 OF 10 L? a
LPED— SR.DWG 1110197
q_ LIMIT OF PAYMENT FOR METAL RAILING
PILASTER 12" MAX STONE SIZE
2' -0" MAX 5' -0" (MAX) 5' -0" TYP
AND VARIES
SEE DETAIL 1 4" x 6" REDWOOD (TYP) SEE DETAIL 3 SEE DETAIL 2 O CD O
O
112" x 11:2" ( " STEEL BAR TYP O O
/ / ) 4" TYP A RAISED "RIVER STONE' SHAPE (TYP)
I
Q 2" MAX RELIEF DEPTH
o
� I �
�_-- __- -__-__ ---------------------------- - - - - -- - - - - - -- - - - -- --- - - - - -- - -- ---- __- -__-__-- __--__--__-__ - -__ -_ _ -- ''-----_
/2" GAP MIN
1
0
0 0
1/4! STEEL R
TO COVER I
d-
END (TYP) I
ARC H ITECTU RAL TREATMENT
NOT TO SCALE
r� 6"
I G + MORTAR
8"
r
6" MIN \ - :-1 I 1 #4 8" �' - TOTAL 2
�I
I - ------ - - - - -- - - -- - - - - - -- ------------------ - - - - -- -- -- - - - - -- - -- IS-
ErO x 9" D
TOP OF CURB TS 2" x 2" x 3/16" STEEL TUBE (TYP) A POST POCKET
OR TS 2" x 2" x 3/16" STEEL TUBE (TYP) 10 GAUGE TUBE SPLICE #4 x l'-Cr - TOTAL 4
' 3" LONG MIN.
EB to
FOR SLIDE FIT
INTO RAIL (TYP) CURB = POST =
POST POCKET
OR FIELD WELD
RAILING ELEVATION
1 " = 11_0" SECTION A -A
1 " _ 1 ,_ 0 „
B
G 1 /8" x 3" COPPER PLATE 0 10' -O" O.C.
4" x 6" REDWOOD TO COVER WOOD JOINT. RECESS FLUSH WITH WOOD.
314" x 2" STEEL BAR
11 R (TYP) ,
G ,
o o
4" x 6" REDWOOD
o
i
#5 x 1/2" BRASS COUNTERSUNK FLATHEAD WOOD SCREW
1/2" x 112" BAR 12 TOTAL PER SPLICE
TS 2" x 2" STEEL TUBE 3/4" 1 "-� �- 1 x 4" LAG BOLT 0 8" O.C. B
314" x 2" BAR 3/16"0 PILOT HOLE TO AVOID
SPLITTING WOOD
TS 2" x 2" 3/8"0 VENT
STEEL TUBE 1 2" x 1/2" BAR n�rw0.
/ DE AI � N o� inc�v on s+ y han d ra� I)
- - - -- - - - -- , »
------------ - - - - -- --- - - - - -- 3 1 0
- -- -------- - - -- - ------ - - - - --
G
_ TYP 1/8" x 3" COPPER PLATE
G
DETAIL 1 DETAIL 2
z
3 11 _ 1 , _ 0" 3 » _ 1 0 W
W
z_
0
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SECTION B -B W 0
z
3 " = 1,_01f 3�
Z ,
I `°
Oi
5 - J3Ui/ hY T Fros+ on: /129 98 to
cn
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF E N C I N I TAS ENGINEERING
DEPARTMENT DRAWING NO. W
DESCRIPTION: TOP OF BRASS DISK \\ n� f PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP OVED BRIDGE
DETAILS FOR TM 94 -066
IN WELL MONUMENT. N o
HORIZONTAL. AS SHOWN WONG W. �. t LE U CAD IA BOULEVARD
LOCATION: STA. 64 +24 EL CAMINO REAL DATE: BY: BY: 48 88 _ I w z
RECORDED FROM S.D. CO. VERTICAL VERTICAL: AS SHOWN STRUCTUR aa mp R.C.E. N0: 50865 2 -u>, 7 DATE: y�Zl ���
PEDESTRIAN / GOLFCART OVERCROSSING WW
5 996e �• s„ft 202 � �, �,,,�' JAMES T. FROST DATE: 0 K p
CONTROL PAGE 10
ELEVATION: 120.20 DATUM: M. son a.yo CA 92131 (619) US -3113 REGISTERED CIVIL ENGINEER EXP: 9130197 MISCELLANEOUS
DETAILS NO 1 SHEET 9 OF 10 i z a
LPED— MD.DWG 215197
L
POST POST
5' -0" MAX
BEVEL SPLICE 1' -0"
I (TYP) I
1 , _
to
I I
I
i .•'i
2" CLR (TYP) Ct 1/2" R (TYP)
10 STAIR
PATH
SEE NOTE 3 ,
,.,. 5 x 9 » DEEP I 10
ELEV = 340.50'f POST POCKET (TYP)
SEE NOTE 3 • • • • • •
A
1 % (TYP) r I
•'''� I - — �— I �- 6" TYP �
1 1 — � N v
POST
' POCKET
1/4" STEEL 0 � 1' -0" #4 ® 18
T O COVER �, SECTION A —A
END (TYP)
1 " = l '— yo
8"
PATH
SEE "STEP
DETAIL START OF PITCH WHEN
ELEV = 330 .20'f WELD # � — TOTAL 10 ANCHOR I SPIRAL UNIT 12" MIN
LAP LENGTH
#4 f - TOTAL 2 �,; IRECTION OF WELD
.I �o
A
RUN OFF END OF
BAR AS SHOWN #4, #5, AND #6
#4 ® 12 (TYP) 11 1/27 REINFORCING ONLY
1' -2 1 /2" NOTES:
75% PENETRATION MIN ( DIRECTION OF WELD 1. FLARE WELD TO BE MADE IN DIRECTION SHOWN.
2 1' -,cr t 45
LIMIT OF PAYMENT FOR METAL RAILING (80TH SIDES) WELDED LAP SPLICE AND ANCHOR
RUN OFF END OF #4, #5, AND #6
BAR AS SHOWN REINFORCING ONLY
SAME SIZE, SPACING
STAIR DETAIL 4 1 /2" LAP BAR CID AND MATERIAL AS
1" = 1' -0" NOTES: SPIRAL SHOWN ON PLANS
1. BUTT WELD TO BE MADE FIRST.
2. BUTT WELD TO BE MADE IN FLAT OR HORIZONTAL POSITION.
3. LAP BAR TO BE CENTERED ON SPLICE. INDIVIDUAL HOOPS, MADE CONTINUOUS WITH 100% PENETRATION
TREAD = 11" #3 ® 12 (TYP) 4. FLARE WELD TO BE MADE IN DIRECTION SHOWN. WELDS, MAY BE SUBSTITUTED
FOR SPIRALS.
5. LAP BAR EQUAL SIZE TO SPIRAL BAR.
2" RADIUS TYP VEE GROOVE WELDED SPLICE BUTT WELDED CONTINUOUS HOOP
to • 1" #3 (TYP)
to 3" BORDER W 4 , 4" GROOVES BAR SPIRAL SPLICE, SPIRAL ANCHOR AND HOOP DETAIL
II / /
® 3/4" O.C. APPROX. (TYP) NO SCALE z
w it
(n W
STEP DETAIL z
NOTES:
1. LOCATE HANDRAILS ON BOTH SIDES. W M
1 1/27 = l'-O" 2. 1/4 SLOPE ON TREADS FOR DRAINAGE.
c�
3. FOR RAILING DETAILS NOT SHOWN, SEE "MISCELLANEOUS DETAILS NO. 1" SHEET. z
3 to
co
z'
IV Rs- 8 v� f+ Cha nges b - T Fros� 1 I 96
N co
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
npt APPROV ALS CITY O F E N C I N I TAS ENGINEERING DEPARTMENT DRAWING N0. W ��
BRIDGE DETAILS FOR TM 94 -066 Q f- DESCRIPTION: TOP OF BRASS DISK � / PLANS PREP ED UNDER THE SUPERVISION OF RECOMMENDED
BY: APP VED BY z IN WELL MONUMENT. HORIZONTAL' AS SHOWN WONG BY: BY: ^' LE U CAD IA
BOULEVARD W Z LOCATION : STA. 64 +24 EL CAMI NO REAL srsac a>� me= DATE: 4 8 8 8 _ I w
RECORDED FROM S.D. CO. VERTICAL VERTICAL. AS SHOWN '' R.C.E. NO: 50865 Z- z p_� -� PEDESTRIAN / GOLFCART
OVERCROSSING W W
CONTROL PAGE 105 99es ►+�.►c. s�o. 2� JAMES T. FROST DATE: DATE:
ELEVATION: 120.20 DATUM: M.S.L son off. G 92131 (619) sss -3113 REGISTERED CIVIL ENGINEER EX 9130/97 MISCELLANEOUS
DETAILS NO. 2 SHEET 10 OF 10 w a
LPED— MD2.DWG 215197