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2004-1567 CN (Plans) GENERAL IMPROVEMENT NOTES FS 135.85 BRIDGE DECK TW 135.20 FS 135.85 FS 135.20 I. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING DEPARTMENT (BRIDGE DECK @ MIDSPAN) TW 135.20 R�W BRIDGE DECK @ MIDSPAN FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. ICBO 222 LEVEL BA CKFILL TOP OF CULVERT FACE 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE � RETAINING WALL 134.00 APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 15' EASEMENT 101 20' 3. - THE EXISTENCE AND L0CATION OF EXISTING UNDERGROUND FACILITIES EXCEPT \ EXIS GROUND SURFACE I EXISTING GUARDRAIL AS SHOWN ON THESE PLANS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO TC 133.85 � LONE .LACK ROAD OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, BRIDGE DECK - THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO TF � ( I ��� TF PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS I I I NOT OF RECORD OR NOT SHOWN ON THESE PLANS. I I E. 124.15 I I 1.5% --- 4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF I I II I NEW WORK. CONTRACTOR WILL MAKE EXPLATORY EXCAVATIONS AND LOCATE TF 129.45 TWIN 1 I EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO I I I ` PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF 1 ( I �� D WG. N . R.C.B. PE D-7 I - ACTUAL LOCATION OF EXISTING FACILITIES STD D No. D -77 AND D-81 5. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC COMPANY PRIOR 7' TO EXISTING EARTHEN EXISTING GROUND SURFACE TWIN 12'X 8' - AX6O' R.C.B. PER IN DRAINAGE CHANNEL HIS /HER WORK WITH COMPANY REPRESENTATIVES STD DWG. NO. D - 77 AND D TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE TO BE CUT DAYLIGHT, TYP NOTICE: ALL ELECTRICAL AND - GAS SERVICES WITHIN THIS PROJECT ARE W A LL SECTION SECTION A -A (@ MIDSPAN OF BRIDGE) "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL BRIDGE ELEVATION TYPICAL CABLES AND GAS PIPING AND APPURTANCES CONTACT THE SAN NO SCALE NO SCALE 0 E DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 ' ' L-0 41 1 � / 5. - THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR 1 , r , � U COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY L [k �� / ' REPRESENTATIVES. 1 ' 1 & I ' NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE / "UNDERGROUND INSTALLATIONS FOR LOCATION OF CABLES AND 1 FLOWAGE EASEMENT ' / APPURTENANCES CONTACT PACIFIC BELL. / PER MAP 9051 / Ile i TELEPHONE: (800) 422 -4133 / ' ' 0' SEWER EASEMENT 7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY i / PER MAP 9051 AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 1 � / 18. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES ' / DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 RETAINING WALL PER ICBO 222 / / ONSTRUCT HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER (760) 633 -2770. t LEVEL BACKFILL DETAIL / / RECREAT ONAL TRAIL BRIDGE 5'9" MAX WALL HEIGHT, N END � � / / DRAINAGE EASEMENT 9. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK 4'9" MIN WALL HEIGHT, S END / PER MAP 9051 WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED ' BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 1 100 ' w :. /;._ u;. � � � " A ' � RETAINING WALL PER ICBO 222 3 LEVEL BACKFILL DETAIL ; rZ Cx / } s. X''`4 SY�Y��""' i.`. �' ?-' •` �ai�% ; tia' �• �v kcs .,,.x�,�:�i�4. %;3��cSy�v'�•�;' z '• ��` �•` t ' `_i= l s'ti ? _CE�4 - ttk' " -•. -. - 1 N �:- ,- : "- '; +- r.;�::;:: }�r,, ". ; " -., ✓ !::. tr il",t i.r .rr. +- :: i.xr`;Y -:�;; :, , ^r,, r,:._.....r :- ,R•:.,.. 5 9 MAX WALL HEIGHT S END . 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K.!• c c CONSTRUCTION ADOPTED BY THE SAN .r � " r r r- SPECIFICATIONS FOR PUBLIC WORKS CONSTRU ( i g) (� �14 L : ]1! - _ t " t y t_�1� - - r:r; rr �'i r- H•!!. +r �i'Gr r 'j'.t. y .,4 s � . 1 +. t"- �-- - r • - - . sr. �'.�'� .,���.;.{ ..>.4 �_:.,�'- PER DOCUMENT N0. 2004 {�U 1�L��A� ��l1r�LiJ� /� 1 DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL E 1 .45 • w ill 00 ''IIII. RECORDED .J UNE 15, 2004 34 trt . ;- ..� ;34 +$4= 5�':.... 00' LT STANDARD DRAWINGS (LATEST EDITION). f TF 129.45 �' -F�`i �• : `,r �TW }_l29 53 awFv }:�. CALZADA AMAMECER p.00' - F v rs 7 A � 34 +26.18 23.33'LT 'tr ' PNG 1320 APPROXIMATE LOCATION OF`' "'` FLOWAGE EASEMENT / R FS 5. � ?�•� Y N FS 135 .0 0 EXISTING GAS LINE PER MAP 9051 � � pR F 20.00' DOUBLE BOX CULVERT 5' TYPE 'A' INLET •� / ENCINITAS DR Z (I2' X 8 ' EACH) 34 +56.99 34 +71.96 23.83' L p SMH #34 PER TM 3494 -I PER TM 3494 -I OFFSET 4.73' LEFT 34 -�- APPROXIMATE LOCATION OF TW 135.20 �T PAC Z .l 00 a 1. E. 123.99 EXISTING GAS VALVE TF 129.45 • - 34 +35.96 _ R • -._ _ SITE .-�•� JACK '• • -. 35 0 4NE SACK RD. � • � . LONE A D Z • EXISTING CONCRETE CURB & GUTTER Q .� CRYSTAL RIDGE ROAD *NOTE: ELEVATION ESTIMATES TO BE RESPONSIBILITY OF ONE: - WORK TO BED ENCINITAS DEPT. OF PARKS & RECREATION LEI (� L VICINITY MAP . LJ + r _,` ......RECREATIONAL TRAIL EASEMENT PER ......RECREATIONAL TRAIL BRIDGE PER SHEET 2 _ _`` (NO SCALE) t- DOCUMENT NO. 2004- 0555915 1567 -CN ......RETAINING WALL PER ICBO 222 LEVEL BACKFILL DETAIL ENCROACHMENT PERMIT NO LD Q C REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT " APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO, Lv Q 0- PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: N/A HORIZONTAL I" = 10' DATE -. BY: NSA BY: NSA LONE JACK RECREATIONAL TRAIL BRIDGE 9085 -1 (PARKS & REC) VERTICAL ENGINEER R.C.E. No. , DATE= DATE (LOT 71 MAP 9051) EXP. WORK PROJECT NO. A.P.N. 264 -161 -32-00 SHEET I OF 2 PLAN FOR REFERENCE ONLY (NOT APPROVED BY ENGINEERING) 50 our To our GENERAL NOTES 8 SPAM 0 6' -3 - 50'-0 1. LIVE LOADS USED IN ESiGN: C. All steel surfaces shall be cleaned in accordance with °f W � A. Uniform Live Load ................... .... 85 psf. Steel Structures Painting Counei standard SSPC- SP6 -63. -e3 � g rE B. Vehicle ............... .....3,500 lbs. (equal distribution). 5. EXCEL Bridge Manufacturing Company is certified for simple _ SYMM. ABOUT E C. Wind men .............................. .........................�..... 35 psf. steel bridge construction with AISC and for high D. Seismic ................. ......U.B.C. Zone 4. s .......- ...-•�-...--. strength fabrication: -under the City of Los Angeles TYPICAL VERTICAL License 1582. N T.S. 5x 3x 3/16 2 FOUNDATIONS: I A. Soil data was tako from 1997 U.B.C. Table 18 -1 -A: 6• EXCEL Bride Manufacturin ..: =•; 1. Soil bean ressure ..........................1000 9 g Company is responsible for A ` TYPICAL TOP CHORD TYPICAL DIAGONAL � beari � . P�• dePivery of the fabricated • bridge - fio the jobsite one N T.S. 5x 3x 3/16 N . T.S. 3x 3x 3/16 2. Passive soi( sure .100 g F j safety C " " ' »» .............. .... ».. »... Imo. Unloadin ,erection and obsite are the 3. Lateral resistance ...... ............................130 psf. respons�bi qty of others. N o , Y B. Concrete shall do elop 3000 psi compressive strength in a d J 28 days and shal have 5% entrapped air. 7.- BRIDGE REACTIONS in pounds per base plate - W C. Reinforcing bors.s hag bars. conform to ASTM A615 -Gmde 60. (4 per bridge unless notedr � � � o 4 a Z 3. TIMBER- Dead bad 2800 lb& 1 0. 2 oc ch .r A. Wood for bridge 'ng shall be 3 x 12, treated Uniform live bad 8500 lbs. c A CU o Douglas Fr /Larch conforming to "Notional Design Vehicle Eve load 1700 Ibs. S ecifications for oad Construction ... the Z x National Forest ucts Association. N►'nd. a 19 0 tbs. c �` W ea TYPICAL BOTTOM CHORD CONCRETE ABUTMENT N 1. All decking all be stress -graded "No. I ", or better. o W a SEE SECTIOrOD N T.S. 5x 3x 3/16 SEE SECTION Q 2. All decking s all be ACQ treated until refusal. CONCRETE ABUTMENT Seismic transverse 1300 Rm - vs A ca -� B. Rub ruff shall be 2x6 Polymar composite (Trex) material. longitudinal (2) 2600 lbs. it - 4. METALS: 8. BRIDGE LIFTING WEIGHT- 11200 Ibs. BRIDGE ELEVATION / 4 1 -0� A. An steel shall be 'gh strength (Fy = 50,000 9. UNIFORM LIVE LOAD DEFLECTION: L/1080 psi), a self - weathering, l alloy and atmospheric corrosion resistant �- 1. All structural rteet tube shapes shall conform to ASTM A84 SHIPPING NOTES: NOTE: WELDED CONNECTIONS SHALL BE FILLET WELDS ALL AROUND 2 All other stee shapes and plates shah conform 1. Bridges ill be shy on over-the-road trucks. Z OF A SIZE EQUAL TO THE THICKNESS OF THE LIGHTEST GAGE 3. All standard Its shall conform to ASTM A307. Truck must be uni� as close as possible to � MEMBER OF THE CONNECTION, UNLESS NOTED. Anchor bolts, ushers and rests shall. be galvanized. poved.streets or roads. t/) Carriage bolts washers and nuts shop be zinc plated. 2. Purchaser is respdnsible for coordinating and W �--+ TOP do BOTTOM CHORD SPLICES SHALL BE FULL B. Structural steels all be designed. detailed, and su un oodingg crones, support dunnage, and ¢ W PENETRATION WELDS USING BACKER PLATES. fabricated according to the latest provW1ons of th necessary items. AiSC Manual of S Construction AASHTO Guide 3. Standard unloading time is 2 hours per truck. A BRIDGE IS SYMMETRICAL ABOUT OF SECTION TOP CHORD Specifications for a Design of Pedestrian *Bridges Purchaser will be responsible for all standby time and the Structural Welding Code (ANSI /AWS D1.1). and time over two hours, required by unloading. L 1 1/2X 1 1 /2X tA'CLN 50 TOE PL 1/0 1' -0 CONT 3/16X 0'-5 AT EACH VERTICAL FOR RAIL W$ 2X6 O TREX' RUB RAiL CONNECTION END VERTICAL 1 -1 /4 "0 CARRIAGE 2-1/4 CARRIAGE BOLTS TOPS O BOLT EA. PLANK TO ANGLE FLOOR PLANK � FLOOR PLANK DIAGOf�AL END DIAGONAL � � � 2 -1/4 0 CARRIAGE BOLTS M EA. END EACH PLANK VERTICAL W to O STRINGERS - C4 > N 4 T.S. 3X 3X 3/16 PLANK HOLDDOWN _ 3/16 3/16 V do Q Q � Ij � ` In L1 1/2X 1 1/2X 3/16 CLOSURE WALL N � () � o r 3�63 PLANK SUPPORT 4 W L 2 1 /2X 2 1 /2X 3/16 - END FLOOR BEAM - i BOTTOM CHORD I p Uk n DIAGONAL �� x z BOTTOM CHORD SETTING PL 3 4x tOx i'-0 I I W ON '-' n "• i WRIT 2 - 1 0 HOLES tt t BEARING PL 334X 10X 1 - I 0 n %D • BRACE DIAGONAL j WITH 2 -1'X "2 SLOTTED HOLES ONE I 3/16 3: N U 3/1fi 3 3/16 3 L 2 E DI 2 1 /2X 3/16 2 ANCHOR BOLTS N 3/4 %-' r END do 2 -1 0 HOLES ONE END 3 / 1 fi v WITH WASHER do 2 NUTS 2 11r 5' 2 1 CONCRETE ABUTMENT N O W Q A 3/ 2-0 16 i FLOOR BEAM a PROJECTION - FINGER 3/16 do 2'-0 2'-0 2'-0 ' "­ ­ � T.S. 5X 3X 3/16 TIGHTEN 1ST NUT AT SLOTTED r 8 I 5' ' SEE SECTION ® (U W . e. HOLES N BY 7THERS. ( E.. 5' 8'-0 5 • 8• 1'-4 BOTTOM CHORD ~ Z ❑ Q BRIDGE SECTION 3/ 1' -o" BEARING DETAIL 3/4' = 1 ' -0 TRUSS WELDS 3/ 0 = 1' -O A B � a ' 1 r-0 11-6 Z oe oe VERTICAL ELEV. PER 1'-4 VERTICAL • CONC. ABUTMENT N — — — — — `- PLAN (FS) SEE SECTION © PLANK SUPPORT BOTTOM CHORD A o ~ I U_ STRINGERS FLOOR BEAM I I SEE SECT. B FOR Q L BY OTHERS AN BOLTS •' I i I 2-3/4"0 ANCHOR �IiII n L3 (' I BOLTS EACH CORNER A PLANK HOLDDOWN CARRIAGE BOLTS I I � � I f5x 10' - A EQ. SP. II II GRADE %0 PLANK HOLDDOWN I i ! 1' -7 it II I 8 0 i '' I - Sx N I I N EA. END U U III p ' I r 3 E I _ — FLOOR PLANK I " I I ( I -5x ®16" 9 - "'1, 6 0 16 E:3 A (_.) i TF : •t BEARING PLATT ( j ` ` f CHECK DIAGONAL LENGTHS 1 -g '+%� CD � � I I BETWEEN ANCHOR BOLTS 2' — — — — 3-5x 10'-8 E0. SP. I a] 0 00 o TO ASSURE SQUARENESS ._ p I #5X 12'-6-7 Q X o Z D C=1. I I I B � � l I �+ I I � � Q W � ANCH. BOLTS — — — B r . BRACE DG4GONAL � I — — — — o FOOTiNG ~' W E] � V -3 T1' ICk t' — N NATURAL U Z (I UNDISTURBED 1/2' Ct EAR 50'-0 - OUT M OUT 8 1'-4 IL '►? . I U 0 L 1--s M 5 48'-9 M fL M MCH. i MTS U x DECK LEVEL FRAMING LEVEL BRACING LEVEL W BRIDGE PLAN 3/ _ 1' -0" ABU TMENT PLAN 3 8" _ l' -ov ABUTMENT SECTION 3 4' _ �' -o' __._�.. 9085 -I ANCHOR BOLT SETTING Sheet 2 of 2