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HomeMy WebLinkAboutBridge Replacement - Plans 17r,)( OF ImEl 4ECL) LA 14AIN S1r1:1EE1r.1 OVEI;1 1N41U1F1R1E1wA CFIEEIK ( FIEPLACE AEN7r) PF1 (:)jE (;wr J (D. PIVkJ03M 05 GENERAL NOTES 16. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB LOS SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 1 . A NO—FEE CONSTRUCTION PERMIT IS REQUIRED FOR THE PRIME CONTRACTOR PERFORMING THE WORK ANGELES 4 ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED SHOWN ON THESE PLANS. THE PERMIT CAN BE OBTAINED AT THE CITY OF TEMECULA PUBLIC WORKS � RIVERSIDE 38 TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, ITS DEPARTMENT, 43200 BUSINESS PARK DRIVE, TEMECULA, CALIFORNIA, OR WWW.CITYOFTEMECULA.ORG. OFFICERS, OFFICIALS, EMPLOYEES, AGENTS, VOLUNTEERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 2. THE CONTRACTOR SHALL GIVE THE CITY INSPECTOR OR PROJECT MANAGER AT LEAST 48 HOURS ANAHEIM 10 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE NOTICE PRIOR TO COMMENCING WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE coRor�n ENGINEER. SUBJECT TO REJECTION. FOR INSPECTION, CALL: (951 ) 694-641 1 . PALM SPRINGS 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR 15 215 HEMET 17. A SET OF "AS BUILT" DRAWINGS MUST BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER PRIOR TO ACCEPTANCE OF THE IMPROVEMENTS. PUBLIC WORKS CONSTRUCTION "THE GREENBOOK", CALTRANS 1999 STANDARD SPECIFICATIONS AND 79 7e INDIO PLANS, THE CITY OF TEMECULA STANDARD DRAWINGS, AND THE PROJECT SPECIFICATIONS. 18. THE CONTRACTOR WILL INSTALL STREET NAME SIGNS CONFORMING TO THE CITY OF TEMECULA STANDARD g MURRIETA TEMECULA NUMBERS 403 THROUGH 405. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INCONSISTENCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. swv r , 79 AQUANGA 19. THE BASIS OF BEARINGS FOR THESE PLANS IS THE CENTERLINE OF ,MAIN �STREE7 PER PM 61 /14 CLEMENTE �- RECORDS OF RIVERSIDE COUNTY. BEING CONSIDERED .TO BEAR N44 30 29 E. 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 APPROXIMATE ENGINEER. 7e AN LocA°oN ' MAP BELOW 6. IMPORTANT NOTICE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT PACIFIC OCEANSIDE 15 INDEX TO PLANS IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR OCEAN 7$ -- 79 DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT AT 1 -800-422-4133 THREE—WORKING ESCONDIDO DAYS BEFORE YOU DIG. RAMONA SHEET DRAWING DESCRIPTION SHEET DRAWING DESCRIPTION NUMBER NUMBER NUMBER NUMBER 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CALL: 1 S-1 TITLE SHEET 26 L-3 CONSTRUCTION DETAILS — 1 s SOUTHERN CALIFORNIA EDISON (800) 61 1 -1911 SAN EL CAJON 2 S-2 GENERAL PLAN 27 L-4 CONSTRUCTION DETAILS — 2 SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 DIEGO � 3 S-3 DECK CONTOURS 28 L-5 SITE FURNISHINGS PLAN EASTERN MUNICIPAL WATER DISTRICT (800) 698-0400 RANCHO CALIFORNIA WATER DISTRICT (951 ) 296-6900 4 S-4 FOUNDATION PLAN 29 L-6 IRRIGATION PLAN VERIZON (951 ) 929-9485 VICINITY MAP TIME WARNER CABLE (951 ) 766-4270 5 S-5 BRIDGE REMOVAL DETAILS 30 L-7 IRRIGATION LEGEND AND NOTES UNDERGROUND SERVICE ALERT (800) 422-4133 NO SCALE 6 S-6 ABUTMENT LAYOUT 31 L-8 IRRIGATION DETAILS 1 8. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES AS SHOWN ON THESE PLANS WAS 7 S-7 ABUTMENT DETAILS N0. 1 32 L-9 IRRIGATION DETAILS 2 OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE I� ARE NO EXISTING FACILITIES, EXCEPT AS SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE '�� g S-8 ABUTMENT DETAILS N0. 2 33 L-10 PLANTING PLAN PRECAUTIONARY MEASURES TO PROTECT ALL SUBSTRUCTURES WHETHER OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING �� 1111 Z11 11 11 g S-9 ABUTMENT DETAILS NO. 3 34 L-11 PLANT LEGEND UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THESE '�� �o PLANS WHEN NECESSARY. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURES •. �� � y 10 S-10 ABUTMENT DETAILS N0. 4 35 L-12 PLANTING DETAILS SHALL BE BORNE BY THE CONTRACTOR. •. �F �'�oqo 11 S-11 TRUSS TYPICAL SECTION 36 EO-1 SINGLE—LINE SCHEDULES AND INDEX 9. ALL UNDERGROUND UTILITIES TO BE CONSTRUCTED WITHIN THE STREET RIGHT—OF—WAY SHALL BE go'�Fti INSTALLED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF ANY CONCRETE CURBS, CROSS 10 ° 15 12 S-12 SIDEWALK DETAILS 37 E1 -1 ELECTRICAL PLAN GUTTERS, OR ASPHALT CONCRETE PAVEMENT. 10. ALL TRENCHES SHALL BE COMPLETED IN ACCORDANCE WITH CITY OF TEMECULA STANDARD ��oRN� 0. 13 S-13 STRUCTURE APPROACH DETAILS 38 E2--1 ELECTRICAL DETAILS ���/ ROAD —14 MISCELLANEOUS DETAILS DRAWINGS NUMBERS 407 AND 407A. 14 S ACCORDANCE WITH THE PROJECT SOILS AN �o� ,p �o .f. • � O� �, 15 S 15 LOG OF TEST BORINGS 11 . THE STREET STRUCTURAL SECTIONS) WAS DESIGNED IN CCO �m oq A T RECEIVE BASE MATERIALS THE CONTRACTOR � � '•'� Oo REPORT. PRIOR TO PREPARING THE SUBGR DE 0 � �� �/� �� 1 C-1 IMPROVEMENT NOTES Oo 6 SHALL PROVIDE THE ENGINEER THE OPPORTUNITY TO EVALUATE THE SUBGRADE MATERIAL AND � ��� REVISE THE STRUCTURAL SECTIONS IF NECESSARY. � 17 C-2 IMPROVEMENT DETAILS 12. ALL PROPERTY CORNERS SHALL BE UNDISTURBED BY THE CONSTRUCTION OF THE IMPROVEMENTS OR GO THEY SHALL BE RESET AT THE CONTRACTOR'S EXPENSE. Rocs 18 C-3 GRADING PLAN PROJECT 19 C-4 PLAN AND PROFILE 13. ALL SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION LOCATION ��.� ��`°� ORIGINAL SCALE OF FROM CUT OR FILL TO THE NATURAL GROUND ABUTTING THE SLOPE. `a FULL SIZE PLANS .� �G �,j 20 C-5 SIGNING AND STRIPING PLANS (INCHES) 14. THE FACES OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO PREVENT �� '��. 21 C-6 EROSION CONTROL DETAILS EROSION. �•.\. � 22 C-7 WATER PLAN AND PROFILE 0 1 2 3 15. ALL SLOPES STEEPER THAN 4:1 HORIZONTAL TO VERTICAL SHALL BE HYDRO—SEEDED WITH AN � �'� EROSION CONTROL MIXTURE SUBJECT TO THE APPROVAL OF THE ENGINEER (UNLESS SUPERCEDED BY � V. 79 23 C-8 WATER DETAILS � AN APPROVED EROSION CONTROL LANDSCAPING OR MITIGATION PLAN). PRIOR TO INSTALLATION, ALL � �•.\ o CUT SLOPES SHALL BE SCARIFIED OR RIPPED HORIZONTALLY TO A DEPTH OF THREE TO SIX INCHES. ��\ 24 L_1 CONSTRUCTION LEGEND _� N 25 L-2 HARDSCAPE PLAN SIMO WONG LO LOCATION MAP ENGINEERING 0 9968 Hibert Street, Suite 202 -, Son Diego, CA 92131 NO SCALE Job No. 500-609 (858) 566-3113 i i 4n CONSIRUCnON RECORD DATE BY REVIS/ON5 ACC'D DATE B£NCH MARK Designed By Drawn By Checked By �,�� f0W� w SSE "����"` J. FROST T. BRIT/AlN L MUCO RECOMMENDED BY� /, DATE.��FG�i CITYO� Tj /11ECi/L� DEPARTMENT Of PUBLIC WORKS q ATTAR � contractor USC&GS BRASS DISK SET IN yorizonta� � Plans Prepared Under Supervision Of PRE IPAL NG/N£f THE N.E. WALL OF THE FORMER ,lames T. Frost � G�•_. � MAIN STREET BRIDGE FIRST BANK BUILDING '� ACCEPTED BY DATE: � 31 �� No. 080888 / � � _ � M. Inspector DOtg--�{���' GREC BUR OVER MURRIETA CREEK (REPLACEMENT) � NGS DESC. J-63 AS STAMPED / m � �� cM� ` DIRECTOR OF PUBLIC WIORKS C/IY ENGINEER N vote Completed NAVD 88 ELEV. _ �oos.�o � 4 r.�.��°' 050865 47109 � '� '''' TITLE SHEET sheet 1 of ,�8 R.C.E. No. R.C.E. No. i PVRC STA 3+65.OQ ►� PVRC STA 5+95,00 EVC STA 6+65.00 BVC STA 3+35.00 230 —0 VERTICAL CURVE ELEV 1 006.24 R C = �-3.261 � STA ELEV 1 ,006.24 .75% ELEV 1 ,004.66 ELEV 1 ,005.54 -� � ZEL / / 3 . +3. 5 0 +0.88� -�-0.77% 70'�-0" VERTICAL CURVE 30 --0 VERTICAL CURVE BB STA 4+19.42 EB STA 5+74.42 _ _ STREET RIGHT—OF—WAY F—WAY PROFILE GRADE R C 4,271 % STA �. BRIDGE �. MAIN S REE R G 0 -- 9.567� STA / / R/C / ELEV 1 007.80 ELEV 1 ,006.94 ► 1 " = 20$—0" » ► » 30 �-0 � 30 --o BB 155'�-0" MEASURED ALONG �. MAIN STREET EB - RIGHT -OF--WAY I 52'�-7" OVERALL TYP I 59'--8" OVERALL MAX AT M I DS PAN 26 --�3 1 /2 TYP . ,.7 i t ,, �` ,�•�• �' t, 414 - .? air;;+ L. + - .�„a .ti`�" •&. TRAIL t.. . TRAIL .. .. } �s� ' ,F�'��1Ya ,+ x"f'�,t` fir`p� �'a ° � 'k. ", ' " "a{ +�i; ,fir'',1, ""sQ�. 10 •rd .g'�= .000 30 r O 115 1 .5 100�-YEAR WATER 4/Imo` � � � +R�� 1 TYP SURFACE ELEV ,� q ;`; ........_..�.�... .. , ._. ..._.W...�._no we�.�.�..�, .�� RIP--RAP 14 0 TRAFFIC � 14 0 TRAFFIC 9' 8"ORIGINAL GRADE I I .rr,.x . , , . � ���'.r, f: , 7 �.. ..,s „ I CHANNEL 11.1 " : /ems,rt, ,...:rrrrr.w.� r rrrrrir�wwr r.fir w rw M IIIIIIr 11111r ••*'�/7' '.: A" W.+r -- ' ...r`�i, �r,.>-t/7 "y:,:'�f a.. ,. LINING SIDEWALK TYP .ter y,;+.+ ..,y, ": .. .y+ pd5 ,. q•1 ;` ''N.' 'Fy- ,N .,::1 "a.,., th., •'Fl,,.d• ,ti ::�a4' Pi T :���.i r S-6" °,�� _ T IAN � METAL PEDESTRIAN D ES R " " " RAILING TYP I INTERIM CHANNEL FL 987.00 ` ' PROFLE GRADE d- a DATUM ELEVATION = 960.00' ABUTMENT 1 ABUTMENT 2 �-1 % 1 % " FUTURE CHANNEL FL -� 983.03 ... ,, 1 .19% i 1 .19% .-. 4+00 5+00 6+00 CANTILEVERED STEEL SIDEWALK TYP ELEVATION w " 2 3 0 1 = 20 �-0 1 �" N �n STEEL TRUSS BRIDGE ' MURRIETA CREEK CHANNEL l I 1 UTILITY LEGEND: 81 +00 I Uj TYPICAL SECTION IT TOE of SLOPE z ' PARKING 1 4 4 0 TELECOMMUNICATIONS CONDUITS I 0 I _ - LOT BLDG ...� - 1 ►, 5)—0» 2 8"0 WATER LINE BLDG f 4 - 50 ELECTRICAL CONDUITS PARKING LOT .;.,LY t�t �i j•,.,.e,„2+a.,F ,fir�+A,r ; ,.�::.,,,. •`,_•° �""';y�'..:u, "' c!I f ' +°�.., ... TOP OF SLOPE tj PLANTER TYP ., �:. 1, ti I .. :.... I .•. 1 , ,Y. 'Ns �INNT, B C STA I ..Q R„ z v�� �,u I RIGHT—OF—WAY O F WAY P o COLUMN L U M N TYP .�' F. , "�. 'v. f '- ,. ., .... _ v +38 09 2 TYP ti p ..w•tiu rJ w 1i { f � rr 1•r. r.w r ;I f t ,`N .,..f •i:"'+L, •JY,,.` ' t . a' a F4 ;,...,r•,' x 1 r a�rr ,.,,,, .ter arr ++rr r rrr.r aNrwR + ,. �r de r r... . f Wit.„.....+Warw.,•. .:. i ',.:^:w,ql ("' ` 'dL ,r`.t .... ' dA ,w.."..,,,.,,.......:,.w. .,..............,..m.:.»„•,wM...,..,,.,,,.._.• ,..,,..,.,..ww..W. w...,..w..,,,..,,....-,,,•................. «.M., i .:....,......,...w,... „o,.•,,.... .,..,..,:w:.w »..» ,.,....,,»<w. .MM.w....,w<., es....µ_ ....w CB r s r I t �e t � w " °' O w AMP- rnwww.wrrrM wyww+w./ r. rr r.M rM .nr M w w w w +c.F,.aaYnri'..m,Y w , w v. •w., ...v... u .,,... ,r., i..., ..e..,...... ..........,. ..,MkF'.f„µ• .l' 0 0 MAIN STREET Y..._..,.,_ .......,._. " - 1 I 6+00 ° 7+00 0 0 3+00 ►� 4+001 co z 5+00 � 0 � I � N 44 30 29 E I I I 4 4 °Q E B STA 5+74.42 +I -H LO � o w o BB STA 4+19.42± ELEV 1 ,Q06.94 _...,....w.,,. _..,,. .+.. ..,, I 0 ELEV 1 ,007.80 __ ..�._ _ �. __ � __ �. _ ...�.�.� �.� _w __ .�. _� . .. .__ �. .. •'��, . .. k* [Z ....... I CEI 1 0 r' own* gone *000 GEM �r ft r �... sow ..r .... . . ....� "'" :y. f'JF- r�r�....n.�.rrr�rrr w 1! w fff a ,A EC STA w r ya . .. ...•fin" "'.' G , .,.�. R { r.. ..r .......,r .. rw r .r wr.r..w r rir .r w w y .,q n•'.,:.,r `'-,.7✓'+".� w,,.a:,.. . ,,tpi w:y, 79+81 .19 7 © ., \ k •.. , w - .,• © �. .,. � :..,., '1 I CHANNEL CURVE DATA STA 4+916.92 MAIN STREET , MURRIETA CREEK CHANNEL I BLDG BLDG ... .. x .. .. ,,,.'r. STA 8 0+0 6.9 6 U .,. ,, ,w:: I J gip' , ��... f. �.,.,,:_..., .�� � .. ..._.�.+w R 11000.00 y N 2,123,9 77.78 , .. ,,. �,.., �, -��- ) .I,'..,'+ 13:15.,,..a r..,w..,,5..y •,, ft f .wVN1rC',..a ;,�, ^°.,a / . ►► I + ��� ORIGINAL SCALE OF :�:; E 6,287,300.68 , ,. ...�.,v,.. .: , 1 L� -- 13 1 1 01 FULL SIZE PLANS '- , Q L -- 230.095 (INCHES) BLDG PARKINGd,.t 4 I , �,. TOE OF SLOPE I w - y I R — 1 000.00 LOT I I , 0 12 46 47 1 2 3 .`. ,.. F TOP OF SLOPE 2 0 y i €' _ 4 , . L �- 2 LEGEND. Q 1 - INDICATES BRIDGE GUARDRAILSiMON 0 o PLAN 2 -- INDICATES EXISTING CIP SLAB BRIDGE TO BE REMOVED m SEE "BRIDGE REMOVAL DETAILS" SHEET o �� � �� 9968 Hibert Street, Suite 202 NOTE. FOR GENERAL NOTES SEE DECK CONTOURS SHEET. 1 --.. 2Q —O San Diego, CA 92131 - ,> 3 -- INDICATES BRIDGE APPROACH SLAB FOR PILE DATA SEE FOUNDATION PLAN SHEET. Job No. 500-609 (858) 566---3113 _: Dr+ow�n No. CONS MUC77ON RECORD QATE N REVS 1016 AC�C'D DATE BEACH MARK Designed By Drown By Checked By � _ - -�- �- 9 SCALE AT : �il 71FAf.F11" DEPARTMENT Of PUBLIC WORKS w� +c RECOMMENDED BY D �� r � 1 V,�S .3. s#�Agar. ! J. FROST T. BRITtA/N L. MUCD >7aR ��� J 1N �� • • PR /P INFER Contractor USC&GS BRASS DISK SET' h�Onzontdl ns Prepared Under Supervision Of THE N.E. ALL OF THE FORMER James T. Frost E' ACCEPTED BY: DATE:Al � 3 t � .,v MAIN STREET BRIDGE .. � FIRST BANK BUILDING o�QBgg Inspector "O' Data cR c Wn R r ,. OVER MURRIETA CREEK (REPLACEMENT) —' '� DIRECTOR OF PUBLIC WIDRKS CI1Y ENGINEER � � NG5 DESC. J--6.� AS STAMPED GML / m Vertical D Date Completed NAVD 88 ELEV. 1008.10 '� � C^ D5D8�5 47109 ; Sheet 2 of J8 ............. z R.C.E. No. R.c.E. No. GENERAL PLAN U - -- � ABUTMENT 2 BEARING �.. ABUTMENT 1 BEARING ---��. INSIDE FACE OF CURB (LEFT EDGE OF DECK SLAB) X X X x X X x XI X X X X I X X X I 1008 CL MAIN STREET 1008 1007 1006 a I 5+00 5+50 6+00 4+00 4+54 N44'30'29"E — ---�-- I 0 I I �t I X A x x x X X X X X X I x X X INSIDE FACE OF CURB (RIGHT EDGE OF DECK SLAB) NOTES: 1 CONTOUR INTERVAL = 0.10 FEET. 2. CONTOUR DOES NOT INCLUDE ALLOWANCES FOR CAMBER OR DECK SLAB DEFLECTION. 3. CB -- INDICATES EVEN FOOT CONTOURS. 4. X - INDICATES 10 FOOT INTERVALS ALONG STATION LINE. PLAN 1 )$ 1 0'--o" DESIGN CRITERIA BRIDGE QUANTITIES DESIGN: BRIDGE DESIGN SPECIFICATIONS, 2004 (LFD). STRUCTURE EXCAVATION (BRIDGE) 2,405 CY (1996 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) STRUCTURE BACKFILL (BRIDGE) 2,025 CY • CALTRANS SEISMIC DESIGN CRITERIA (SDC), FURNISH PILING (100 TON) 2,422 LF SEISMIC DESIGN. VERSION 1 .6, NOVEMBER 2010. DRIVE PILING 70 EA • WEARING SURFACE. 10 STRUCTURAL CONCRETE, BRIDGE FOOTING 270 CY � �.,, ,, ,. .,., - ,.. , .. .. .., .-• .,-� #.,. .�. ,... �- �' -- - -��- � � --. .., ...., ,. .�, ,, �..,.„ �,,- -� DEAD LOAD: INCLUDES 35 psf FOR FUTURE INCREASE IN DECK THICKNESS BETWEEN STRINGERS TO ALLOW FOR STRUCTURAL CONCRETE, BRIDGE 644 CY STAY-IN-PLACE METAL DECK FORMS AS WELL AS 570 LB/LF STRUCTURAL CONCRETE, APPROACH SLAB 62 CY MAXIMUM FOR FUTURE UTILITIES. MAXIMUM WEIGHT FOR ANY BAR REINFORCING STEEL (BRIDGE) 134,900 LB SINGLE UTILITY SHALL BE 210 LB/FT AS WELL AS 285 LB/FT JOINT SEAL (TYPE B, MR 1 .5 ) 106 LE COMBINED WEIGHT FOR ANY TWO ADJACENT UTILITIES. � METAL RAILING 310 LF STRUCTURAL CONCRETE, BRIDGE LIVE LOAD: HS20-44 AND ALTERNATIVE AND PERMIT FURNISH STEEL TRUSS BRIDGE 1 .0 LS ERECT STEEL TRUSS BRIDGE 1 .0 LS -` �- PROFILED M = 7.25 0.25 STRUCTURAL CONCRETE, BRIDGE DECK (4,000 psi @ 28 DAYS) • SDC ARS CURVE FOR SOIL ( ) 1 .0 L - Aw SEISMIC LOAD. BRIDGE REMOVAL $ (PEAK ROCK ACCELERATION = 0.6g) BRIDGE UTILITIES 1 .4 L 1 50a SF 1 STRUCTURAL CONCRETE, BRIDGE FOOTING ABUTMENT 2 ARCHITECTURAL TREATMENT (FORM LINER) ABUTMENT --• 2.0 cn ARCHITECTURAL TREATMENT (STONE VENEER) 1 ,200 SF 1 .6 ARCHITECTURAL TREATMENT (WALL CAP) 240 SF _jz 0 1 .2 CONCRETE TYPE AND STRENGTH LIMITS U w w 0.8 �. .j SPECIFICATIONS V) w 0.4 N O SCALE r � 0.0 STANDARD SPECIFICATIONS DATED MAY 2006, STATE OF CALIFORNIA, 0 1 2 3 4 DEPARTMENT OF TRANSPORTATION. PERIOD (sec) SPECIAL PROVISIONS DATED JULY 2011 FOR THE CONSTRUCTION OF STREAM FLOW: EXTREME EVENT WATER SURFACE ELEV = 1 ,012.36' THIS PROJECT. PLAN SYMBOLS ORIGINAL SCALE OF V = 7.4 FT/SEC FULL SIZE PLANS . _ INDEX TO STANDARD PLANS (INCHES) REINFORCED CONCRETE. fy -� 64,044 psi V_ f'c = 3,600 psi (UNLESS OTHERWISE NOTED) F SECTION OR VIEW OF TRANSPORTATION STANDARD O 1 2 •,, THE FOLLOWING STATE OF CALIFORNIA DEPARTMENT r- -- psi IDENTIFICATION r TRANSVERSE DECK SLAB fs 20,000 p PLANS DATED MAY 2006, ARE A PART OF THESE CONTRACT DRAWINGS. (WORKING STRESS DESIGN) fc = 1 ,200 psi ' .• n 10 A10A, A1O8 ACRONYMS AND ABBREVIATIONS C LIMITS OF PAYMENT FOR EXCAVATION AND BACKEILL BRIDGE CALTRANS A62 STRUCTURAL STEEL: ASTM A709, Gr. 50 STANDARD PLAN � B0--5 BRIDGE DETAILS SIMON o B2--8 I PILE DETAILS CLASS 200 DETAIL NUMBER ENGINEERING136-21 JOINT SEALS (MAXIMUM MOVEMENT RATING 21P) .. 9988 Hibert Street, Suite 202 a 137--1 O UTILITY OPENING BOX GIRDER San Diego, CA 92131 Job No. 504-609 (858) 566--3113 r 81 1 --65 CALIFORNIA ST-30 BRIDGE RAIL I `o A4�C'D BEACH MARK Designed By Drawn 8y Checked By -- C011�57)?UCT/ON RECORD DATE BY R6 100 DA1E CITY � Tj A ZPARTMENT Of PUBLIC WORKS SCALD ��� RECOMMENDED BY.' �- DATE. � �`'` J. FROST T. BRITtAIN L. MUCO . , ER A17 Contractor USC&GS BRASS DISK SET IN Horizontal Plans Prepared Under Supervision Of PRII111PA E EER THE N.E. WALL OF THE FORMER James T. Frost --�- - DATE: �� MAIN STREET BRIDGE Inspector ... FIRST BANK BUILDING ACCEPTED BY. �? 0ao8e� GREc ER �, �,. OVER MURRIETA CREEK (REPLACEMENT) S3 Date DIRECTOR OF PUBLIC MKS/CIIY ENGINEER :2 NGS DESC. J--�.� A5 STAMPED �ertiCa� . CMl. d � ''` 05086547109 �:::• DECK CONTOURS Sheet 3 of 38 Dame Completed NAVD 88 ELEV. 1008.10 No• R.C.E. No. .. R.C.E. I - 1 I UTILITY SCHEDULE: FACILITY: DISPOSITION: 1 j t` !: �` ` F-1] SCE OH ELECTRIC REMOVE RELOCATE DURING CONSTRUCTION. RELOCATE TO BRIDGE. 2 TIME WARNER VERIZON OH CABLE REMOVE RELOCATE DURING CONSTRUCTION. RELOCATE TO BRIDGE, I f yI 3 SCE OH ELECTRIC PROTECT IN PLACE DURING CONSTRUCTION. RELOCATE TO BRIDGE. ' ,� z' c0 y i Ch 4 SCE HIGH PRESSURE GAS LINE REMOVE RELOCATE DURING CONSTRUCTION. (BY OTHERS) 15] RCWD WATER LINE REMOVE / RELOCATE DURING CONSTRUCTION. RELOCATE TO BRIDGE. c s � c ¢ �` � � � �. y 1t ``• 1 p I I e ON TIME WARNER A PULL BOX REMOVE RELOCATE DURING CONSTRUCTION. COORDINATE NEW LOCATION WITH OWNER. ! ' 6 E E CABLE / E r 7 CITY OF TEMECULA STORM DRAIN OUTFALL REMOVE DURING CONSTRUCTION. PROVIDE TEMPORARY DRAINAGE. ROUTE THROUGH NEW ABUTMENT. I a '. 8 RCWD FIRE HYDRANT PROTECT IN PLACE DURING CONSTRUCTION. CONNECT TO RELOCATED WATERLINE. I t i. r'' �• 'S 5p � � E p ° I e f d x < i i ! a ,' ' /y x �. ABUTMENT 1 BEARING rF`r ;5� ,+` ' F o Y T r' ABUTMENT 2 B EAR I N G ' I •�S/� a � ` eL '• tt ; � � d`r d � 1 .� .� :.'m i ,,, •�•; k r�; �r' ' rti) •`4 k $ � g i ,� `1, �� i l �• 111111 ON 00 RIGHT--OF- WAY BC STA G V � f � •� } 7 IrI I`"I Ir'"I rwrrr.rr...rrr S S k }. 2�• '�• .n�.n..�. a.�.� ' j e aS j i •?vG4 rl;i. 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L -- 230.095 t 4� NVln �7 O +�� gq I, t R 1 ,000-00 �{ G 2 p -- 12°46'47" n � Cfl t F` f L - 223.049 •r�`" ,rf PLAN -of) P I LE DATA TABLE 1 10 NOMINAL RESISTANCE DESIGN TIP SPECIFIED TIP NOMINAL ORIGINAL SCALE OF LOCATION PILE TYP DRIVING RESISTANCE FULL SIZE PLANS COMPRESSION TENSION ELEVATION ELEVATION DR G RES S CE (INCHES) ABUTMENT 1 14" PRECAST 400 Kips 0 Kips 944.00' (1 ) 946.80' (2) 944.00' 400 Kips LEGEND; ABUTMENT 2 14" PRECAST 400 Kips 0 Kips 944.00' (1 ) 946.80' (2) 944.00' 400 Kips �- 0 2 3 DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: — INDICATES BOTTOM OF FOOTING ELEVATION (FEET, NAVD 88 (1 ) COMPRESSION (2) LATERAL 11T SAFETY ALEI 11Avoid cutting underground a ,��, ff utility lines. It's costly. ----�--- vi IrI �— INDICATES 14 PRECAST REINFORCED CONCRETE DRIVEN PILESiMON SEE DRAWING S-6 FOR PILE LAYOUT AND DETAILS C .. before you ENGINEERING W:> Before You O 9968 Hebert Street, Suite 202 OverheadSan Diego, CA 92131 i NOTE: EXISTING BRIDGE NOT SHOWN. SEE "BRIDGE REMOVAL DETAILS" SHEET. 1-702-593-6111Job No. 500-609 (858) 566-�-3113 1-800-*227-2600 I V) CONSTRUCTION RECORD LATE 8Y REW100 ACC'D DAff BENCH AWK Designed By Drown By Checked By --- D"r+owinq IYo. SCALES RECOMMENDED BY.• � DATE: /� / �+` T T ��+ .� DEPARTMENT Df PUBLIC WORKS _ � J. FROST T. BRlTTA/N L. MUCO V) Contractor USC&GS BRASS DISK SET IN Horizontal Ions Prepared Under Supervision Of PRINCIPAL THE N.E. WALL OF THE FORMER James T. Frost FIRST BANK BUILDING ACCEPTED BY.- DATE: � 3t 1 .Y MAIN STREET BRIDGE Inspector No• C80868 Date K, GREO BUTL R OVER MURRIETA CREEK (REPLACEMENT) ao NGS DESC. J--63 AS STAMPED ilertico� DIRECTOR of PUBLIC WORKS/COY ENGINEER w' D Date Completed cnnlr ...., ..... V p NAVO 88 ELEv. 1 oa8.1 o , •• 050865 4��09 /•..... . N R.C.E. No. R.C.E. o. �►��� FOUNDATION PLAN sheet of ,�8 j i . MURRIETA CREEK CHANNEL 179'--0"± I 7 SPANS � 23 �4f,� ' — 163 --4„� f,± „� 7 ---1 a 7 10 �- , I MAIN STREET I -~��yy��--���w-��y-��r-��-y��-y��www..-��..w��-y��y-��n►q��yy��yy��-y���-�� -��r-��.rr.www r..w��yy�� �� � � �r'"'"'" ��~ �� � �rw..wwM,rr+�r..r.r w.. r r •+.�1' �r� •fir` t'�;r"r �°a.fr. w.rry ^ 28 a +� _�'�� •� �..r..w u r r�r� `..'.�r �.rwr•r.r u �� ��r� w w...'r r r �� .r—...u..rr r��i1i1 w w r.err�.r "w'"'w'r�� — v � .r- �� i �... w ,f`,.� y n, 1, d •V• •�., �R, fin, 9.. �._A '6,� �r �a 4,°ka,,,�X�'•\.� ��t1. 'y. an re a' . n �•.yc p,.` 1° , „ 14'--0"� 14 --�a Slow ONO- 1 1 1 8 .•-- r. , 1 2 4f0 r �,, —4 .a'":R nit. •t„�, a"";a. ORIGINAL GRADE 1 �s. °.`ti,r�,1'<<a'�v• , r, �;•,,�� I I + N+.,-N•� 77 4 �,. . 31 0 ± TYP s Syr ''' P "•,.,,- r`�' ,� `n , "� 0 � `'w � � �.'' • t �M�.h� -V.A ,...� r' aww.,rr..�.rra y r�r+aawir rar.y rrrirw.aN .wNwiwrrMr+ rwrrr �wrrra ...rrrrrr a_.a_r.r aa�.wafw,.:. �r a�.aa'��, ;r e'�r< da',oy. .°'; ' ;.eh. .r .t`'�♦ `,b� r� ry 'L.. rJ�� ,. a�•�r ,�, � pay �r a, 'i ,,,, � �� ( •�. � _ I I TU M + r} ° I I " d` d'' - r "a,. a r P r !'' ` ♦,t F� r"a .�l rn!' a' r�4f d � r' a M r a" a a✓• .�. .a i _ ., h, �,.-�. �....�. �, � „fir ,mS....,,,a.,.,. ,.�,.�1,t..� �'.`ia. a«,�„ ,� ., �.�:� t, a 'a k''•. e� V" b. t' 4, ;� � ,d � r.� ...•..,,.v.,....,«.,.,,...»..«....r....- .M ,..„,., j�,r�,�r• �„�... �.yi:..�., ,„�...�_..,� ar. .1�M.... �,..,,.+ ,�.� .�:w.�.•.,, "�1, ';J�v. t; �i �•n,�+�. •�� �� F�� h.y .;�.. �-. �;,, II A >,♦ �n+` fir' "h,» ,po'•'h .��y "S•�, �,c� tir, ''�F p.n.s. ��vd`t. ` � 1 1 1 J1y��.. y, ,s � '� F1 `'-�``�� \, Y..��'t`1'v„� �'rhn;r ti�•y j`1 .r�i 'a< h'kn,v, +,.y '+,. ��,v .,,1 �' v�, � ,r �5 N�", ��, `` ,v°L.. h''t '�wb• `� ';'6. •,�' 'R,''-,r W� a. ,s�ti, l..s�,. K' -'� 1. VI "�'t•` " �i r' '�, is F'ky* t•�. rY1w1,Fir '�'`. '�' anti �'J,f� ��d 5" •..t �'". ""w•it �•' ,,,�•' "d. �.� IN `�. r APPROXIMATE .,4 I GRADE a. FINISH G APPROXIMATE 1 f, TY p °"•:...w.,.., .,.,......r.,. ...rn•,...n n.. .................... ,.........e..... ..�..r..,.....,. ., ,.. ...,.,.,w. .......,..r. .r. ..,..,-r,,.... ,..w...�-.. ..,..w.:...v.rn .....r..,w..." ..,.r......... .. ,. r,.,-,.,-„w.... ..r. .. v r + + + INTERIM CHANNEL , , 2'---0"± (11 � AT I I I I END SPANS) „ 8"0± WATER LINE BENT 4 BENT 5 BENT' 6 BENT 7 BENT 8 4 �� GAS LINE i i i i i i (TO BE RELOCATED) BENT 1 BENT 2 BENT (TO BE REMOVED) DATUM ELEVATION = 9 60.00'± EXISTING CONCRETE 1 5+1 50 INFILL WALL 4+1 00 4+1 50 5+Q0 -- -� ..- - I ELEVATION ORIGINAL GRADE „ , �, ,.«..� arw�1 wrra. � I a.rt .•a�' I f "' ar �" �..�rr.�.� rrrr '�T'� 1 �'"'v. •'' � r� �. ' 'M, '\ \_n �' ,!' �s d {� ? y f;'firs rrv'4, p+r r'� + rr ',� '•`q `N ,"M. ,,.cr b, t'�,aF—�. � ".W..a�.",,� �;d•F •':� ',vv 'r�-.� 't', v., tiv.r w^• °�, ►"a.' ,�. �,,. �•a 't. ' t ,.., "� s' v�t`t �.�� FiSri y ...r 1 �"'."" "�•r. l,,, rt'�wslr'a,h "..`'t,;^q.• 4 w.,, 'yj •`� �'' h't" k *: ti u a. `q 4`�n "'+�ti l {� t ..,� `"ly .�'`, ` r�`,.� t ♦ "`h� t' G � w��. �` � �,m�t`'q r,`�,ty,\ i v ''�,, ,ya. �. a��r,� y4�•,� rsa t,,� ",,�`. ���q,,4`;'h�", "•'4,�"`"e1,�;, 0 APPROXIMATE , FINISH GRADE + I I I I 1 '—4"0± CONCRETE PILE — TOTAL 24 --- --' (PILES ARE STEEL ENCASED BELOW GRADE) �---�. MURRIETA CREEK CHANNEL + 10 _Q ± 10+ —0f + BB STA 3+93.34± I � ��� �� �� ��- .. �� �� �����. ..� TYPICAL SECTION 1 101 1 I 1�. 1 1`�- 1 1�- I 101 11 I I I I 2 w I I 1 ' I I I I I I I I I 1 f, 5,_0 it 00 0 I I I I 1 1 1 1 EB STA 5+72.34± I I I I I I I I I I , T- 14'+50 MAIN' STREET I I5+00 ' ' 1I 1I 5+50 11 14+00 1 1 I I I ' ' -, .._ . -, .._. ...._ _ .. . � . . . _ l e 1 ._ I I I � I I 1 1 N44'30'29"E I I I I I I I I ' +I. I I I I I I I I I I I 0 I 00 0 I I I I I I I 0 I I I I I I + 0 I I I I I I 'I 00 I�-,I 1 �1 I ML EXISTING PILES TYP - TO BE REMOVED PLAN 3'-0" MINIMUM BELOW FINISHED GRADE 1 „ 10,—0f, BRIDGE REMOVAL NOTES ORIGINAL SCALE OF FULL SIZE PLANS 1 . ENTIRE BRIDGE TO BE REMOVED AS SHOWN., THE CONTRACTOR SHALL SUBMIT A BRIDGE REMOVAL PLAN (INCHES) IN ACCORDANCE WITH THESE PLANS AND THE PROJECT SPECIAL PROVISIONS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER PRIOR TO COMMENCING BRIDGE REMOVAL OPERATIONS. T- '` 2. SALVAGE EXISTING TRELLIS STRUCTURES AND MAP CASE AND STORE FOR REINSTALLATION PER LANDSCAPE T- V- 0 1 2 3 ARCHITECT DRAWINGS. � 3. ALL EXISTING UTILITIES NOT SHOWN. SEE "FOUNDATION PLAN" SHEET. THE CONTRACTOR SHALL COORDINATE o� WITH ALL OF THE RELEVANT UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES WITHIN THE LIMITS ..�._ I OF WORK THAT WILL BE AFFECTED BY DEMOLITION AND OR CONSTRUCTION EFFORTS. aENGINEERING n 4. BRIDGE TO BE CLOSED PRIOR TO DEMOLITION. SEE "TRAFFIC CONTROL PLANS". Ora 9968 Hibert Street, Suite 202 o , f, San Diego, CA 92131 5. EXISTING PILES HAVE BEEN ASSUMED TO EXTEND 30 —0 � BELOW ORIGINAL GRADE. Job No. 500--609 (858) 566--3113 NINO I � H Designed By Drown By Checked By N RECORD WE BY REVISIONS ACC D DATE DENC BARKCITAro � cn ft COl1�TRUCTIO ECO SCALE , T • - DE"PAWMENT Of PUBLIC WORKS �+ � �`'` J. FROST T. BRl�7A/ L. MUCO RECOMMENDED B�.- DATE:— X USC&GS BRASS DISK SET IN • •on FR/NC A E WEER � Contractor �lonzontal Plans Prepared Under Supervision Of THEN.E. WALL OF THE FORMER Jomes T. Frost -7 31 I t MAIN STREET BRIDGE FIRST BANK BUILDING ACCEPTED 8Y. DATE. . iSmw5 Inspector No, 05C8fiS pdto cREc rce -ER k � �.. OVER MURRIETA CREEK (REPLACEMENT) NGS DESC. J- 63 AS STAMPED r��� __y._..' l� �u :2 Vertical DIRECTOR OF/'t/BL/C ftl?RKS/WY ENGINEER � m CMla ---11 9 Dote Completed NAVD 88 ELEV. 1008.10 �' cr cu.� v, 050865 No• 47109 BRIDGE REM OVAL DETAILS sheet 5 of.. .. � R.C.E. No. R.C.E. i I F �. PLANTER COLUMN MAIN STREET COLUMN . PLANTER 16'-0" --18' 0" 18� off 16'-0" WWLOL WWLOL I F I / I � 4 CHAMFER TYP . .. .. �. _ ..� . . _ . . .�. _ _ _ _ _. « PLANTER �.. _ . . �. ..� ._..._ .. . .� . . . . _ .. ..� . .� 2 TY P TYP I I I I I x I i F COLUMN TYP � I I I � alb CL ABUTMENT 45 TYP BEARING I I ANCHOR BOLT TYP (TO BE IN �. BRIDGE . TRUSS BEARING 15 7 3/4 TYP SPECIFIED BY PREFABRICATED LOCATION TYP TRUSS MANUFACTURER -- SEE NOTE 4 14 DRIVEN PRECAST 82_8 CONCRETE PILE -�- TOTAL 40'--6" WP 28'--2" TYP 35 PER FOOTING x 8 @ o �--9 TYP 78 -�o . PLAN - 3/16" 1 )_0" �- 0 BEARING °° � �. ABUTMENTBE 0 00 G 12 @ 6'�-6" TYP = 78 9.0's 1 ,_6„ � TYP 40' 6" 40' 6" •, 81 ' 0" r ' • PILE LEGEND: [� - INDICATES VERTICAL PILE ° B t, - INDICATES BATTERED PILE AT 1 H : 3 V D ETAI L 1 aye'.,a. . MAIN STREET y ,..esvvg .;� 1 '--0"� OPENING �:�:�,�„ r`.. w . i .. PILE LAYOUT -av *� �" S Y , :.,,, r , .• PROFILE GRADEC . F,., , FINISH N I H .�� � r "•'`� �,��A iw.,�,an•1�iu+C• \ Vf � 8 C .n,�v nip w * � � ,t�,�r ,. �,�:' ,..1 a ,nr'd .,.,,,,yf,,,..,. » . r ,At1~A 4'kA 1'•a�+,,'..�t2ir v �i�. jr J,�• �_, �rx.,�"YE'ir r'� �'' yT, .rn..� 4..,crvr,w•' W Jr' :7•':4 � ,. ..�.. r M� .�. , �w GRADE 3 16 1 0 :h M,rJ�^ / ,r .a 4 'fir •r e ��' R n� r, ':r};. 'w.� 4� / ,d' .,,r. .� °`'t. � I � w.,urnl 3'l7;nS.;,.... .aw ..bra r• i,,;y� r., � 3 . i, ',- yytt+.:.'x1:r.,K.m:: K ,� • .M,.. 'ok,ry° + "'w;w.w,f. i,',.k:e„. ,; ,,,; ,'Y.aY jI t,} 't,.,...,. w.:..w.*kN ' ;,v,•. yrr os;:w'w`.:f✓ r w°'"` .,•g:a.,,, u'sta`r,Y"•.;i�" 'h, °r.•:r""'`...:`r n:kwN.:: `E;.R;:''f` , .;,,.,,�,.. :avr. w. ,, WS FINISH GRADE o000 w.". } Y b ate" � ..' r/ti/r/v `✓ ,f,.bra l" ;` K,: ...cu,urL Y N. r �} dam° ^' WV .. . .. _ ..,. LIMITS OF STONE VENEER ;a' ' vr. u! '"e ,C May'i "sa. •1''.'•n. a. w , r.:"au, f`r k"'l.ry .1•l .. ,. . � ARCHITECTURAL TREATMENT ,tea,.y, °:y„ G`r ^• .'.;, p ° ,+ F � 1:" ia.'.•e1. �. t. UNFACTORED VERTICAL LOADING -X f 4.n w Ga ,S .! w' a,Y ,um n^...r .: ''� vywx "%,., ,a.•^' .u,M.� ''a �,a .,,`` ..�,,,,n.. � ..` ..-' ' ''' .r=''".,.Y,.an.;rB`^,,f¢ "+c .•.}i .r..>,•'* ,,4` ,f` e'4 ,l'1' � CM w.. ,,7jf `A f �? , A. <w,r. ,,.r•w k�;�,. - �• , M''n,w:;. ,yw M"• .«c•'" 1 ti'"'.^""' 'rye.. g "h uav"•Cr 7' � r x, .w1Y . f� 'r,�q u"r . y ti......✓ �•�." ,�rw•''��'•,;a w� ~ f 'k'.'It. 'a� ` ! ..i',- y A•.w.,;,•.w.,a, .r'n:,.µ, `:V'A'W +' r '`y i / `S""ti'w.^. / y +-••"'6 .li.i"Iaae (D J rlt.' r+x•..,Yn..7i .w , 'w ti N Fr� .. x.,•`"{ W✓r ^1. r•X yJ jl'^,.. ,,r%ti.,y`., +�/y"' i �e� �v:..� 1'y, ..,��".. -"F '� An_�,, iu.,,► •� 4n °`'�..�' r`�,-t �. .w:`Sd+"Y7!„F ,, >;:na ,P ,.�� } ,w,...7' " y air....°.W+" ' P.rr6`•',� � �a:.;, f,�6Kkp, a,,,.rox 'J" . 1. ..� �.� �,p� � ',y` `,�C.. 't �:._ .,. ^°•�14u,1V.wA;'1Ay, 1 %, .r �Y `.��•" .«.... "0°'''� � A .u..nrM`" •A^`l5� ^,n Wn.e-Hv.:v � w..wr,.� � AAYY'`"`l':ppv R" ,l Ip 1 �y .,'� Y � W rr� .�y.,.q-wFH1 :v-A- { y+•'_, ,,,r•x s., fg r. , ., t•+'r`•.,r' p,v` ^ wv,.xM .f y'ry a pJ}/' ,ey° \ ,xre"`� S � r'w..,w.., h� � r F 1 d .. „r,.,w,... a ..A ..a2. r.••'i A an',h^ n rtdAF :«rw'"',. +:'.,"p`;K;X1W'•' t;. . . . -- . . _ �Y : ,<aR,w wf �_ ."...rw � " � •,.. .. .,, �. . ... >~ ,,:,, �, LOAD CATEGORY LOAD VALUE (k)*� M r..K•...,, A,.YY ,nJ:'{,u v: ".. W„. ° / .an ',M ,. ar" f vyj S/dF pp t� y..}w.,, "•k';iJi ,+aw,. \.y', ^.y.' w�Jfw'y, vaw 'ay n f" '.>...yo•'r x, h'.�`+. �� wn �.� � � � � ��,.w..,u.,n ., �. �r � � * � , LIMITS OF FORM LINER y , 7 7 'y" '���' � . ,{ � '•'� 7 ` .. 0,»... p♦ �"`�"� "�.5,,� 'M� .,.....,M �•{ �r. "`tiZ.�,`,fin.,. �,,,� .4 `�F�t�,..�'� '�� �a . ...r,1{Q� ,�f' yy �•}' r.,�dq ` �.r ��e .a •lrf �+ix�d r •C 14 r ': ,,. F' t .r+rt' `a'. '." yr i...r.wAw"°,.nW'Y .w"' .y i.r.[ .1, f'�' i'r. Jr ++,,,'�.., vet i�, R 1 tQ• ,t�„..,,a�� r \'1 �,,�• y� ,/1,fa.rt'$ f'. • r. r• J r i, ;.t, �' d� .J:4`;'S. 5 •ti. ....wr^ 'gyp, '` '.:` > 5 ' ," 4•,' t' +� '*" .`'" 4 N "° a.°.5: '' ' '1 ,r✓" . 'k, »T•',d°y.,. '+ N,(r `x y 1w .� �• ��w ,y(• �;�Ma- � A..,�..��.,, � .�w..., y +gyp� y '� ,lr� �' . � � ARCHITECTURAL TREATMENT r' d'd+ A � �,. ..� '' .M'` '`v ` Y,r' dcFL'. „r.•:. ,>'� A `'�`. ♦'�}� ti.L 1 h � �, ��^n jj w.y,•' y ',..5 y 5 .Y•rt . �� �,. �n'. .Ye \ 1 'r� sue'.v"•.�r• � ,.a«+M :'n+f l "r h 1, °ti 1 ti� , •:„Y.r e � � 1��"� y ..�.y. . - ✓r. R.�.,, `:i'"J•;Y,.:".W.'�A� w 'S"S�.� },. ' �`�"',,.:... ,r� J� J l "A 'C r •al .:.:4\,•� I' '+,��„jF 1,-"Q� �e� .,h�6 "'F7rM.l.� i' � �.:...,:+ �, +A � J' �w• .,vR.ey, a, .•r .,r...n.. rw�S wrrw�,w.. .� ,-._a ... e..n.r„wn wvnw.re..w.N r-.w ,R �' w ���t. {. � ��- .} �. ,..�`-• � . .�. ,M_.r.....� .w. ."..r�.�. '...._� � .K ...., .�ru•w. .._w ..� ... w..«... . a �..... .,� .,,�. w, .w�. t '�...h .: �.M�...,.�y.. .w�, ��� w� DEAD LOAD ,:.:✓°:..... 590 ...•.,......arv,� •�.,..,�" ;p"r...x � > ,..�v �-y''n fG.M:+Y:.,..sS-.... v..--w' r, ._,.+...... .•.:,-,.e1'a-.«mom.,.}n..-n,,,wak v,•,...,,.+..w.•... ..w r,w..ww*H,.:., ....•J' «ey.a.G.,.+.. � r. ..•..r,,». <... is "'', r » VEHICLE LIVE LOAD 150 1 '-0" x 2'—0" UTILITY (BO7-1O SEE "DRAINAGE DETAILS" OPENING -- TOTAL 2 U-�2 PEDESTRIAN LIVE LOAD 130 -- SEE NOTE 3 ON MISCELLANEOUS DETAILS" SHEET * - VALUES SHOWN ARE DUE TO BRIDGE LOADING AT EACH ABUTMENT, NO IMPACT 30$--o» 301-0)) ORIGINAL SCALE OF UTILITY OPENING FOR STORM NOTES: FULL SIZE PLANS DRAIN -- SEE NOTE 5 (INCHES) 1 . ABUTMENT 1 SHOWN, ABUTMENT 2 SIMILAR. 2. FOR SECTIONS A--A, B--B, AND C--C, SEE "ABUTMENT DETAILS NO, 1 " SHEET. -- �- AN F_F SEE "ABUTMENT DETAILS NO. 2" SHEET. 0 2 3 FOR SECTIONS D D, E E, D , FOR VIEW G--G SEE "ABUTMENT DETAILS NO. 3" SHEET. •• FOR DETAIL 1 , SEE "ABUTMENT DETAILS NO, 4" SHEET. w: � 6 TYP I CONFIRM BACKWALL OPENING SIZES WITH THE UTILITY COMPANIES SiMON A B PRIOR TO CONSTRUCTING ABUTMENTS, a 14" DRIVEN PRECAST PILE TYP 4, CONFIRM ANCHOR BOLT LAYOUT AND BACKWALL HEIGHT WITH PREFABRICATED ENGINiFERING CONCRETE m ELEVATION BRIDGE MANUFACTURER PRIOR TO PLACING ABUTMENT. 0 9958 Hf bert Street, Suite 202 „ Son Diego, CAS 92131 5. FOR STORM DRAIN UTILITY OPENING DETAILS SEE MISCELLANEOUS Job No. 540-609 (858) 566 -31113 3/16 = 10 DETAILS" SHEET. l IN 'n BEACH MA�?K Designed By Oro y Checked By Dr+ i t�► No. cOn ucT�ON RECORD r e�Y R IaNB Ac�c rE Ste , vvT,rvorExEcil" DEPAWMEW OF pUstIc WORKS +c RECOMMENDED BY. DATE'. � J. FROST T Bfffo N L. MUCO CJSC&GS BRASS DISK SET IM - 117, AM Contractor l�orrzontol Pons Prepared Under Supervision Of PRINC At INFER THE N.E. WALL OF THE FORMER James T. Frost � � FIRST BANK BUILDING 080865 ACCEPTED �'Y. DATE. 1 3( � �; MAIN STREET BRIDGE S�6 q... Inspector N°• r Date .� , cR�c eun�R OVER MURRIETA CREEK (REPLACEMENT) NG5 DESC. J--63 AS STAMPED DIREC70R 4F PUBLIC WRKS/MY ENGINEER � Vertical CML Date Completed NAVD 88 ELEV. 448.1 D' '� are 47�09 AB UTM ENT LAYCJ UT Of8 No. 050805 R.C.Q. No• r Sheet z R.C E. .. , Ills �.. lillm i l 2 8» �,. ABUTMENT BEARING BB OR EB ��, BB OR EB 11 STONE CAP PER LANDSCAPE ELEV 1 ,0 12.Oq @ ABUTMENT 1 STONE CAP PER ARCHITECTURAL PLANS ELEV 1 ,011 .00 * ABUTMENT 2 1 '-5" 1 1 '--3" LANDSCAPE 1 O ARCHITECTURAL JOINT SEAL (MR = 1 1 /2") PLANS „ PLANTER LEVEL w #5 x 2 —0 @ 12 APPROACH SLAB -- SEE • �M R :. .F ,. , Y M1: £, -2 a_ #5j @ 12 DETAILS ON STRUCTURE {f t� .• '' ,� x FINISH GRADE r� � Fd J t ' ��Ff`�� N R� fr` w t 00 W WIN APPROACH DETAILS SHEET 2 _,, a ARCHITECTURAL TREATMENT W #4 r� 12 4 n @ 12 I (STONE VENEER -, a ., ) 0 ' -- ' 4" CHAMFER ANCHOR BOLT (TO BE SPECIFIED BY hkx f,,�, ARCHITECTURAL TREATMENT 3 MAX, PREFABRICATED TRUSS MANUFACTURER) `ja M1 '" ` ` (STONE VENEER) FINISH GRADE r #4M@ 12 t TERMINATE ARCHITECTURAL #5 ' ..-- @ 12 • TREATMENT AT 2 —0p F .r 4 -- TOTAL 3 t TOP OF SIDEWALK �� ' 1 2" EXPANSION JOINT FILLER #4 TOTAL 3 „ h I t , #6 f 1 TOTAL 3 «► 3 4" CHAMFER TYP ' / #4 #4 -- x #4 #5 ) @ 12 #4 M @ 1.2 I t :• ._ SEE "DRAINAGE , 4 ; D ETAI LS" 0 N » "MISCELLANEOUS N 5" CLR A 2 —0 ,�4 �-- TOTAL 3 „ ARCHITECTURAL TREATMENT DETAILS SHEET (FORM LINER) 1 '--3" �, #5 © 12 3 MAX RELIEF --�- i 0 , #9 @ 12 SECTION A--A BEYOND 5 CLR ARCHITECTURAL TREATMENT ' 2 _0 , , i (FORM LINER) • 2'-0" MIN ARCHITECTURAL 5" CLR -� I TREATMENT BELOW GRADE # 5 Q 12 #9 Q 12 w.' M • # @ 12 •:,. . ' #4 @ RIP—RAP 3 MAX —�- CHANNEL ����,�:..... : ,�•.P RELIEF #7 @ 12 LINING M ,n. �., ` 1 • •'" - Via' i t 1 r 2 6.. a 2 —0 MIN ARCHITECTURAL o0 1 #5 C� 2 #4 C� 12 TYP I 2 CLR TYP TREATMENT BELOW GRADE .'. . : w� .t.., �'-� I t 04 � RIP—RAP gryn h4� j xH,....t'.:Na..� 'y..n• p ��r �� ~ `4, . .✓. 'any. 1. . �, CHANNEL " -- " LINING `^. 2 CLR TYP I PLANTER5 CLR .•.Hn`. ,i t {,` � �. � �.1► 8 M.. ,..w+ TwM+"'f w4..• I .-.r;.y,a n .f' '• r.+' • % i.,w A'*M .y /// � •h",..weh.r.J.' n „+' Yy`1W..••'l„ r ... r f, . ' y ARCHITECTURAL : a ,• SEE DRAINAGE ,. . . .: ,� �r ., w .N• ryw TREATMENT D ETAI LS O N t00, t :. f (STONE VENEER M. • 4 C 12 �...• SEE "DRAINAGE # N .,. . MISCELLANEOUS k.. °�' GE » ..,.. ... w. •v �..,. �.k, w ALL AROUND 2 CLR TYP .° i• • " ' r "..,a.. ,.«w•' ,..,,w;nW ,,•_ ; ' ) . I DETAILS SHEET :,.,�,�.w..: �.,..ws_..� �. D ETAI LS 0 N � 9 @ 12 ' LO � MISCELLANEOUS OPENING N I N F �.. - E G FOR STORM DRAIN �- SEE '_,. . ,.. w..N..• +t- ..�w�, r., '`{ 3" MAX -- - t (BUNDLED) "MISCELLANEOUS va_ D ETAI LS SHEET .. . DETAILS SHEET . . 'y t 9 @ 12 5 @ 12 (THIS FACE N # ONLY) .r r`"•r I ' f I » 12 :..... , : #9 @ 12 #9 @ 12 woo- a t #4 TOTAL 4 .. t ...._. (BUNDLED) -- {��'+ (BUNDLED) 3 CORNERS) 3/4 t EXTEND DRAIN ELEV 983.50± #4 C 18 , i TO RIP—RAP r r ' CHANNEL LINING 12 .,r,.+r rr .•rr.wr w.r.r +r r rr..r.. .w+..rir +.r rw w r r r..r r r r r+.r rr.r.r. +•r • ••. {7 ••:•::•::: OVA 2 A rr •.rr w,w+.+r i - #4 @ 12 ,� (BUNDLED) #5 ' STIRRUPS C� 12 TOTAL 6 J #6 TOTAL 4 #9 @ 6 • r SECTION C-C . #5 � 12 1 /2 1 0 #8 C� 8 1 #8 @ 8 TOTAL 8 • - TOTAL 8 1 #6 x 8'-1 " C� 6 i ORIGINAL SCALE OF I FULL SIDE PLANS 2 (INCHES) c0 _j 14 DRIVEN PRECAST #6 18 CONCRETE PILE TYP i i • 5'--5" MAX TYP � 0 � 2 3 wd SECTION A-A ISIMON o r� FOR FOOTING DIMENSIONS ANDB—B0 1 /2 .- 1 0 SECTI0N m REINFORCEMENT. SEE SECTION A- A ENGINEERING 0 1 " 1 ' 9968 Hibert Street, Suite 202 /2 0 San Diego, A 92131 j Job No. 5DD�-609 (858) 566--3113 r• I (0 COA4�STRUCT/ON RECORD LW TE BY RE 10AI6 ACCb DATE BENCH MRK Designed By Ora wn By Checked By ,�. TA Dmwf Nv. Sw'ALE asroRE OMM NDE BY. AT • IT V � �.FC11" � �' E D D E. / DEPARTME'IV T Df PUBLIC WD14KS z � J. FROST T. BRIT,TAIN L. Muco Arr V) Contractor USC&GS BRASS DISK SET IN Horizontal THE N.E. WALL CE THE FORMER James T. Frost � Plans Prepared Under Supervision Of pR� tP� WEER FIRST BANK BUILDING ACCEPTED BY: �r.��---- DATE: 13� �� MAIN STREET BRIDGE 050865 :v Smw7 Inspector Hv. iGv Data '2 1 c evr � NGs DEsc. J �.� AS STAMPED OVER MURRIETA CREEK (REPLACEMENT) � vertkal cnnl. D/RECTI�R QF PUBLIC WnRXS/CrIY ENGINEER ... . .............. eCompletedNAVD 88 ELEV. 1008.10' �'� of CA. . 0%5086%5 ..... ..•...• 47109 .. .R.C.E. ll�o. R.C. No. ►. ABUTMENT DETAILS NO, 1 sheet 7 of J8 i WWLOL #8 WWLOL ARCHITECTURAL #4 TREATMENT #4 C� 12 4„ CHAMFER 4 #7 @ 12 (STONE VENEER) # — g --D 2 #9 (BUNDLED) it as . . _ _ . . .. _. _ , _ _ . . . .. . _ _. _ . _ . � _ _ _ _ _ _ _ .. _ � . � _ ~. . _ _ ��_ _ , w _ .� _ _ .� _ _ #4 — TOTAL 4 :nr......:..•r...r.rrt.. � �. .....�...w..M....:.r..�.....r.a..���..►+.��.r� ..r� ....�... ..«w . ..r.:�...�w..�w..�.....� .r.r� 5 #4 — TOTAL 3 » k 3 MAX RELIEF , #4'1�, . @ 12 ` PLANTER #4 @ 12 ' #4 @ 12 (TYP 3 FACES) #4 , SEE "DRAINAGE „ 1 /2" EXPANSION DETAILS ON MISCELLANEOUS � ARCHITECTURAL #4 ` �� , JOINT MATERIAL #5 R DETAILS SHEET TREATMENT (SLOPE DRAIN LINES AT 2% #4 r---� (FORM LINER) E SECTION E 3" MAX TOWARD ABUTMENT AS SHOWN) #5 ) 3 4» 1 -0» — L. y ARCHITECTURAL ` #9 @ 12 a`#4 - @ 12 TREATMENT `, (THIS FACE ONLY) WWLOL (STONE VENEER) Now k , �1. - X _1 _— _ ; - - FACE OF , 5 L_ BAC K WA L L ' PLANTER LEVEL STONE CAP PER LANDSCAPE yyl L w,J�o a\,w � mod"',r:''�.� .r' s•' ° 2 ,a.• a""s.l. ,.,,. ,1 c f el` .F .r�r•"' fi't,.prY ",Pi%• ,.w f1•'. ,. /.,/�/.15 @ 12 4 �- TOTAL 4 ARCHITECTURAL ,. . II � I p a (THIS FACE ONLY) PLANS qyo py. SECTION D—D 2» 1 /2" 1 '—D" , #4 CD @ 18 , SEE DRAINAGE D ETAI LS 0 N "MISCELLANEOUS w #4 -- TOTAL 3 a; DETAILS" SHEET . n 3/4" CHAMFER TYP #7 �... — TOTAL 2 .......... 3" MAX RELIEF -- - r S 2'-0" MINw ARCHITECTURAL G ARCHITECTURAL TREATMENT ; b.l, T R EAT M E N T BELOW GRADE Y Per' (FORM LINER) 1 .5 RIP RAP #4L] @ 18 CHANNEL LINING T''a.yy a w ,,r .40 2 CLR i `aM •� f• /I ORIGINAL SCALE OF F #4 C� 12........ ....... .,., _ FULL SIZE PLANS (INCHES) 5 CLR -- `r, x. .`, err•'. ,: ..... 0 1 2 3 .y 1 3» ------------ SECTION F—F LO .. 3/4,� — 1 0-0)) ENGINEERING 0 9968 Hibert Street, Suite 202 v- San Diego, CA 92131 j Job No. 500--609 (858) 566--3113 I cn CONSTRUCTION RECORD BATE BY R&SION 'D ,RATE BENCH MRK —�-� Designed By Drawn By Checked By _ _ �W ��_ Drow�inq Nv, SCALE S RECOMMENDED BY: � DATE: D / CITY T � E � � P TM NT J. FROST T. BRI17A/N L. MU CO aUE AR aE OF PUBLIC WORKS PF C Contractor USC&GS BRASS DISK SET IN Horizontol � Prepared • • P NCIP�� INFER THE N.E. WALL OF THE FORMER James T. Frost an s Under Supervision Of F �-- DATE � "� !, .s MAIN STREET BRIDGE � FIRST BANK BUILDING ACCEPTED BY: �,„ Inspector No. Og0865 NG5 DES -- A TAMP Data EG 81M ' 1 ,MY OVER M U R R I ETA CREEK (REPLACEMENT) C J 63 S STAMPED - m Yertica/ CML DIRECTOR PUBL/C WRKS/CI1Y ENGINEER � " Dote Completed V? NAvD 88 ELEV. 1 nos.1 a' ��'� a �.► � 0%50865 •••.���:�..C.E: No. R.C.E. No. 47109 f ►. ABUTMENT DETAILS NO, 2 Sheet 8 of 38 I i i �. COLUMN COLUMN Ck. COLUMN #5 E:] @ 12 0 0 ARCHITECTURAL TREATMENT #5 C @ 12 (STONE VENEER) ; ; ARCHITECTURAL TREATMENT (STONE VENEER) V) , �� w 3 MAX < #7 - TOTAL 8 5 C TYP . COLUMN > I ARCHITECTURAL # I �. COLUMN a TREATMENT , ' I ' z w I #7 TOTAL 8 - (STONE VENEER H ' ' H Q ALL AROUND) --- -- �- 5 C LR w o , ..- - ram-- 5" C LR w #7 TYP ► ► 1 r- -'--- 3 MAX mot- .. #7 ' RELIEF 3" MAX I RELIEF W / ..,..r....,u .... ... ,.. r U BB OR EB 3' < , , -- CONDUIT AND JUNCTION BOX o I I FOR PEDESTAL LIGHTING (GRIND < II STONE VENEER SMOOTH BELOW 4'-0" MAX AND VARIES > FIXTURE MOUNTINGSECTION H-�H p ) 00 ' III SECTION J-J " W J a a I w a I ► II i , » > -o QQ� V) II m I z N w L I < 111/2" EXPANSION ARCHITECTURAL TREATMENT o r + JOINT MATERIAL + (STONE VENEER r 7 III SIDEWALK OR #4 0 #5 • ► + APPROACH SLAB ► I I + 5 #9 ► #5 Ej II II I dsf @ 12 - TOTAL 4 ADDITIONAL #5 ® 12r. #6 #6 f1 r, v 'K a'� -- ALTERNATE WITH I •. TYPICAL BACKWALL I #6 n COLUMN REINFORCEMENT I -- TOTAL 6 I � U #5 -- TOTAL 5 (3 EACH TOP C AND BOTTOM) `y #5 M I #5 ] - TOTAL 5 #4 ][ I 0 1/0010, I #6 TOTAL 4 14- I #5 I z I K � Q �.. COLUMN a / � w / 0 • • "I SEE SECTION A--A ON -----� � a �. • ABUTMENT 1 LAYOUT SHEET » � 6 f�`1 TOTAL 4 �- » I 2p z #7 FOR TYPICAL REINFORCEMENT 2p w #5 L] @ 12 x x 0 • • w � I I a co I • + #5 L-J ARCHITECTURAL I ¢ I #6 �TREATMENT L (FORM LINER) I • I 1 ADDITIONAL 7 --- I 1 - TOTAL 16 I • 0 • 8 BUNDLES � 5 El: #7 � BUNDLES i ORIGINAL SCALE OF #7 - TOTAL 3 FULL SIZE PLANS #7 (INCHES) r � � 1 2 3,�8„ 4' p" WIN .. SECTION L-L VIEW G-G ,> » 0 SIMON I SECTION K-K � 5/8" � 1 -0 3/4„ � 1 1-p» ENGINEERING aav' 9968 Hibert Street, Suite 202 - San Diego, CA 92131 Job No. 500-609 858 566--3113 I i (0 AG1C'D BENCH �l?K Designed By Drown By Checked By ,. - s.� . CITYDr�wirtq Na. C011�STRUCTION RECORD 1�ATE BY REVISION SATE SCALEr AT : ,� DEPARTMENT OF PUBLIC WORKS '` '` T. A/N L. MUCO RECOMMENDED B - D E J. FROST . BRI77 USC&GS BRASS DISK SET IN �- Contractor t�arrzoncol � Plans Prepared Under Supervision Of PRINCIPAL NG�NE THE N.E. WALL OF THE FORMER James T. Frost ACCEPTED BY.• `- DATE: � '� . MAIN STREET BRIDGE S�9 � FIRST BANK BUILDING Inspector No. o�o88g Dat GREGB ER ' .�. . OVER MURRIETA CREEK (REPLACEMENT) NGS DESC. J-�-63 AS STAMPED DIRECTOR OF PUBLIC WbRKS/CITY ENGINEER aD Vertical CMS Date Completed NAVD 88 ELEV. 1008.1 D a� R.C. No. '000� 47109050865R.c.E. No ABUTMENT~ DERAILS No. 3 Sheet 9 of 8 ......................... 1 #4 (EXTEND 2'-0" BELOW SEAT ABUTMENT SEAT ELEVATION - TOTAL 6 BARS) N i #4 1 N � ABUTMENT SEAT #6 F-1 � #4 2 #9 @ 12 I #4 F--1 TYP � #5L- TYP #9j @ 12 (BUNDLED) #4 � #5 TYP D ETAI L 1 #9 j @ 12 1 = 1I-opt (BUNDLED) IV IV IV IV #4 FINISH GRADE #4 #5 TYP 0 0 1 1 TOP OF FOOTING #4 #4 (EXTEND 2'-0" BELOW SEAT ELEVATION - TOTAL 6 BARS) #6 1 TOTAL 3 TYP #4 TYP NOTE: NOT ALL REINFORCEMENT SHOWN. /00� PARTIAL ABUTMENT ELEVATION #4 u 2" — NO SCALE #4 NOTE: NOT ALL REINFORCEMENT SHOWN. SECTION N—N ORIGINAL SCALE OF FULL SIZE PLANS 1 " = 1 '-0" (INCHES) � 0 1 2 3 SIMON WONG LO ENGINEERING a 9968 Hibert Street, Suite 202 -, San Diego, CA 92131 Job No. 500-809 (858) 868-3113 n Drowf No. CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK Ste. ���� Designed By Drown Qy Checked By �.,c _= / _ pA�,������/ CITI DF rEIYACULA DEPARTMENT OF PUBLIC WORKS � J. FROST T. BRl ,AIN L. MUCO RECOMMENDED BYL N Contractor USC&GS BRASS DISK SET IN Horizontal � �� PRIRIPA N£�/j THE N.E. WALL OF THE FORMER Jamea L Frost Plans Prepared Under Supervision Of � FIRST BANK BUILDING ACCEPTED BY w�' DA TE.•"� I l MAIN STREET BRIDGE S" 1 O No, 080888 Inspector Dote 6�2 GREWevn OVER MURRIETA CREEK (REPLACEMENT) � � NGS DESC. J-63 AS STAMPED ft`K Vertical TOR Of PUBLIC MKS/ WY ENGINEER � m CML N Dare Completed NAVD 88 ELEV. _ coos.1o' �°'� �. �.��°'° 47109 '"��°'''`' ABUTMENT DETAILS N0. 4 sheet 10 of ,�8 R.C.E. No. 050865 R.c E. Na. BRIDGE = MAIN STREET RIGHT-OF-WAY RIGHT--OF-WAY 30'-0" 30 P.0IP 52'--7" OVERALL TYP (59'-8" OVERALL MAX AT MIDSPAN) 1 1 I 29'-10" AT MIDSPAN 26'--3 1 /2" TYP i I i I W 14 TYP 1 I I 30'-0" INSIDE 14'--0" TRAFFIC 14'-0" TRAFFIC OMB 2"0 CLEAR OPENING IN STRINGER AT STA 4+80± - SEE CIVIL CONCRETE DECK WITH STAMPED 2" x 12" TIMBER TYP DRAWING C-8, DETAIL F CONCRETE OVERLAY - SEE i „ " SECTION" 4 x 16 TIMBER TYP PART SLAB SEC N 0 4" CONCRETE DECK WITH STAMPED +� 4" CONCRETE DECK WITH STAMPED CONCRETE OVERLAY 1 Q O CLEAR N CONCRETE OVERLAY OPENING IN W10 x 6 x 6 CENTERED -` FLOOR BEAM TYP W10 x 6 x 6 CENTERED IN SIDEWALK SLAB ,. PROFILE GRADE HSS 16 x 12 TYP IN SIDEWALK SLAB p O 00 0 00 • +s- x �, �. ....: 2 - 2"0 CONDUITS FOR 3/4"0 IRRIGATION � SUPPLY LINES CONDUIT FOR LIGHTING 4 4"0 TELECOMMUNICATIONS CONDUIT FOR ELECTRICAL --• 8"0 WATER W21 W14 TYP 4 - 5"0 ELECTRICAL CONDUITS AND SOUND SYSTEM TYP CONDUITS AND LIGHTING TYP LINE REINFORCE OPENING WITH 7' Q» DOUBLER PLATES AS REQUIRED DECK TYPICAL SECTION 1 /2 IS 1 ,_0» r -1 I I II II 4 ® 18 TOP �. MAIN STREET N GIRDER TYP _ UNISTRUT J 1280 OR r80 5 LONGITUDINAL _ 7 8"0 BOLT AND APPROVED EQUAL REINFORCEMENT 5 '15 o, CONCRETE INSERT 10'--0" Q.C. MAX „ 1 --2 1 --2 PROFILE GRADE _ 1 '2 - ..- --1 .19% 8"0 WATER LINE � 4 CONT -- TOTAL 3 PIPE HANGER ORIGINAL SCALE OF 1• 0 BO-�5 BO-5 FULL SIZE PLANS EQ. SP. EACH BAY #4 �► 18 TYP 5 � OR S = 11 (INCHES) #5 - TOTAL 4 TYP 5--10 5--1 1 NO SCALE #5 CONT - TOTAL 5 METAL DECKING EQ. SP. EACH BAY 0 1 2 3 V_ NOTE: SLAB REINFORCEMENT IS SYMMETRICAL ABOUT CENTERLINE MAIN STREET., SiMON 0 8 PART SLAB SECTION PFRING 00 0 now-mamma 9968 Hibert Street, Suite 202 Son Diego, CA 92131 V_ Job No. 500 -609 (858) 566-3113 1 1 QD Elm COAMVCWN RECORD DATE BY REV/5100 =*D DATE REACH MARK Designed By Drawn By Checked By Dfuwing No. SCALE ���� RECOMMENDED #�Y.• DATE.� � CITETAFjfArez/A DEPARTMENT OF PUBLIC WORKS J. FROST T. BRl1"TA/N L. MUCOAofR' -� Contractor USC&GS BRASS DISK SET IN ATr Horizontal �� • • PRI IPA NG/NE THE N.E. WALL OF THE FORMER James T. Frost � Pons Prepared Under Superv�sron 4f � FIRST BANK BUILDING ACCEPTED BY: DATE. 1It i MAIN STREET BRIDGE ,e Inspector No• 050885 •L 440 _.� Data � GREGevn� r OVER MURRIETA CREEK (REPLACEMENT) � NGS DESC. J 83 AS STAMPED 11 � m ��%a/ crn� DIRECTOR Qf PUBLIC i�RXS/Gln'EN�G/NEER vDz•�• ,� r �► ► ' 0,50865 .....►..i................Date Completed NAVD 88 ELEV. 1008.1n R.C.E. No, R.C.E. No. 47109 ... .. TRUSS TYPICAL SECTION sheet--11— ofJ8 t r . MAIN STREET ~ - BRIDGE EXTERIOR EDGE OF STEEL TRUSS BRIDGE 4 SPACES @ 15'-3" = 61 '_0" 4 SPACES @ 7'-7 1 /2" — 30f-6f) 4 SPACES @ 15'--3" = 61 '--Of' 1 '--2 1 /2)) f 1 —2 1 /2ff cs� , 3 ff STRINGER MEMBER TYP DETAIL 1 15 151—3 ff w ru...w..w...wrM wr wrwrrr.rr..rr w.....r.w more w r..wwnmmmudu w....r.rww..... w «.r r w......w..w.rrrrrrrrrr w.I w..... .......0 w ...........M w vr..n..w.wrw odw..M...wwr..rwwr.V".rr.rrr.w w... me w w_.wr.......o.M qW."Nomm"I w ...qw.....rr.r w mmmm.mwwrr.r w .ww.rr...mmmomr w.w...rir.ww.*w w.............MI w .........P.-I w w ....... w°....r.........r w w.rt w­WNIIIINRIM .r.wM nw.....rr.rrr w ...........I..n w...rw...ww.rr.wr a...w.........0-Me:T (0) w A A r Vl "l A I A A /�'�J A wouddorr.r.N w��w..w......www.w w rww.......rrrwww w�.y 441WVW AMX. ..M..w....w.w..rr.w w.r.�.�.w.�.ww..r w......wrw..r w4 w�.+.w.rMror w�...r w w rr r..aw.mw..r...r.or v...w.n..w..r...�am�r..+rr�w w".mow w ....y w w w..w.w...rw.�.w wi.�..wwwwr Ur...u...n.u.n.nr...w .w. .wwrw.� +.r_,w .......�.�..w w.��w w w�..........� 0.�.iww�...ww.� ww.......r.r w.w w r..�.y w...w,rw.•rrrr.rr rrw�M w�.�..w..r..r r.w.w.wrww...rr w w.r w A x °p A I FLOOR Now-60- r / r i i r I ,/ r r o BEAM —" 0 TYP ..........w.w..r.rr�.r.rwruw.rw.w..�....�.w...r��w I..m.....rr....r r...wr w...........�.rw.w trw.r.n...rrrrwr..4 wwr.....wr.. �rrw.rr.rwr.r�w wow..w rw...�r ...r•ww.w...r w.aw.w.........�.nr.ww..r..r.rr..w..w..r.rw...rr rr w w w�.....�w.r.......w w.ww.......w.w ww.....wr..rwr w wwrrrrrrrrnrr I w�r.+.rw.w �.w w��a w w w....r...wrr...w.Iwr�.r rwr.rrr..ww.w ...mmm w....u...w...r.wr.w.....-M-I w.�...w.r...r w.� w w 11111101111 1, r 1 dip• . ��r w .r....w..w..a.r rr..rwa...r..rM w........."I w Mo.r+..r.r.+.+..+r..w�..w.�.� .ww.ww....r w r...............rr � w�..�.....wt w w..�n.....r w...w.r.w...w..r .wr..a....rw. .r...aw...r.M ww.rw.rwrr..�w w��..r.�.�.w.w...r.wr w.ww.....�r..M rr w.r...i.r.rr wrwrrwr.rrr.....w�.wrw.w.rl.r rrrp...w...rN..M w w w w...w...ummmr..r �•. �. ..r w u..w.....w..M w r..w.wr w w.. w.r w rrr+r+.r.++rM w�..�w....r..r...r....rw.ar.M �Y7 r�.� �` ...r..r...n� w 1 I /1 a L.� A , ff N � 1 —�3 TYP 1 I 1 w w MIIr w N � ..M .IIM w N -- 1 '... 8" TYP LIGHT POLE 1 Cq TYP LOCATION TYP " STRINGER MEMBER TYP I x TYP --�- 2 --6 TYP 630_1 1 " 10$.Dff 10$—Off 63'_1 1 ff I � � 3'--6 1 /2" ----.."` 31.6 1/2" � 1 /2" —�� 154 ---1 1 " „ 1/2 BB NOTES: EB 1 . SIDEWALK SYMMETRICAL ABOUT Ck. BRIDGE. 2. SOUTH SIDE SIDEWALK SHOWN, NORTH SIDE SIDEWALK SIMILAR. TYPICAL SIDEWALK PLAN 1 5f—Off METAL RAILING OR LIGHT POST �'' 1 /2"0 x 2" SHEAR STUD FLOOR BEAM @ 7 1/2" ALL DIRECTIONS TOTAL 25 PER SIDEWALK STRINGER L 5 x 5 x 1 /2 _ ''a p �'`L r .�•' „4 �� f Jd',4 ,r r`I `. ha, eh i ,f �°t' d" Iq 'ht�t`. '•�� � 1h:c. , �•� ��'4. `R., r at, CONCRETE SIDEWALK 1 /2 0 BOLT (METAL RAILING) �� ;� p.X � T fr, hF, ,. ,�° �. � OR 3/4 0 BOLT (LIGHT POST) IC } 4p •ieF'�a�.�.,,,,// I`.�rr' ,�'���a s � ��. �+''�•,,�p��a,,�,,Yp,.��,.J',r�✓'�1'4.. 1, R'��'".�,<'+�w,rn �~`r,r' �•.r�?. ",°,,�(`,� ff w'4 },,n <`�.qt j, '�,yF Jpr�l:or. r�•`y.� '4�" �,` "A, adYsv r }rn� ed".'w.,r•"'a�M� '"�+., rr 5B0BOT -- TOTAL2 / � � h ,,ff d�� s., �X` �'"'�9 ,t' " � . •EACH END OF STRINGER S P 'A J,IN, � �" ° 11, �r.. , �:�' f r pCf d+ � I<'�,Je '� n' d e.�,��..`'W°ra vr�' •�'�'4na}'d5,. 't.r'`�• rfi�''�'` 4 � d� f Ay �n ' Td�4 r•�`, �MM � an�1 �r�q YA THROUGH FLOOR BEAM TYP) d ; e. `rl .1�. �n 1 /2" PLATE (FILLET WELD TO �a4 �r R 'r , a. , �t ��, s,• � '•.�r� 'r�°y.' �Y'`" s.�`x`. �}, ,�yL,�' ��"' STRINGER �— ONE PER RAILING POST STRINGER � � � K' � �� ,', I x" N� t ., TYP P . , . .r . E o I , •.,�pr,�ls r•'4.} ..�,�1�.� � h� ,� +. PLATE T , k` ... r[� x:� �,, RW r STRINGER •R' ;r'"rn 1 ��'F, }r'�ISI •r, 1,��F"Y��,r,11;K �h`�„ ,r w,,l.a'°d"ti, ff 1 1,[rr'4,r , t�,el"4 : F' . 1 4 a.•'A ,• Jr�"'+,, .'t4 ,t�°F ff I 1 2 PLATE 5/16 _..,�.h .'04 �. ti .owl x ��.��'''ghpp��..4�''14, �•"[ ry� d�, ad^iq'^!+`' d A•.,�a,P. oil `��r�f �� Fr.,•r ,;r•`°a,. L�-+'� .e„bpi \.\. ,,-,i Pd�Fe •t r � �, w Kr r STRINGER 1/2"0 BOLT TOTAL 2 � l\�r, q fa� rl, p 1 2" GAP MAX — SEE NOTE 4 - PER RAILING POST O R / , a' �``, � :� < pt'. ��':1 " ;�ti 3/4"� B 0 LT __ TOTAL 2 „ •,,�. , of �,,r'F•�`�a•"\v. A��hx •ti. 1,, r�l,, I r' n,F ✓:'+„i "F.�1 ,dP X" °i �, 50 r pr f, ... ,+ t} ,H r,. v },.,r"'rY Y •�'!,. xfr. a�,h er 1 0o PER LIGHT POST h s , Vrl., : : � `� y,,,,, , �. .. 5/8 BOLT TOTAL 2 (AT �,4., k .� ,a�p� d FL. '(ems�( �f .,:F�`"n d ' [i n « Fp ,•�•�"y y'ei � •{•t` �'„I;'"F.f'� ' '{4. 'r',P` Y`1T.,� rf, 16 k d 4. ' u r �, �r r*"�p"h 3. 4 T. a'T y A'`' y eft . J y, �.v' 4 f N. �'Q�C •\, \�v�•i \ '+.,fir , ht,t.' 4r �a° +d. Ilk .x�'r �• 1.b�d •.,�,Ja R;J' y�f' q,..�FN F .lr. r 1"\ '�.. Y"," ✓ .t°- J' �. fa r'•�� Y'N. ,J'� J"\, EACH END OF STRINGER . �: ,:,r , h M1 � ,. J �. w. y �.. �._ ,� Y. ' '�,rr' •q.,.Sq 7'I'�'{ 1 `11r 1. F, Faej"oa in �t y� at•yq, k' ac K a'j�`� 1. ��� �R: ���r•"�'� '4�d ti•. \1 �1 'F �1S..d"' tS!'� „'l, ''rr,�y,Ar 1 j al '{' ,a<' r•..SF°"Frt�; ':aF, •.P t`'.14 n$ya,/r. ry r, �'4 dX, n ''fP•'.' ,�+�, 9 , a`t, �' r l.. "`I. '^ y ..i�''�.a°•ti fit , ,R�h � ,:^ ,`."., r .f"'1,` `s .' ie.[,++ 1 ,r�� ., 11, �, .r. "°; .a`"w •@ Pf'n, ,p'" \y �`' C, ,� i'"� . Jr a[* ` '�';� �'� h "�.� t"'' J' o,K.,: dip' ['� 4°' r , ,�}h1 s}r t. .•r��'r.,F .; 'ly, 'vp 'rti�'•' ",rI h �F, l r a,,., 'it..n'' ,y, l'4 , '��d' �.�� ''+., 'f' ,��°�1•. THROUGH FLOOR BEAM TYP a ,'xp� yg �. �, y�� �, " y �•r } as "1. �` r*'k, s b� ,p r \ •� '�', d ` t'i� A "Jp' `✓��. s^' , •• `�'.` �. ,,}'+.4�� '�. 1 T, TI K'r .'.[F �� h r r:. `t �"�F # •, 'ati�r �!, . .,`a y suf �Sy� '.4''• � Nr�ear ,r•' rpP rp 1.° tk.."'' •J ..F<'vr��• y ,+' 'w. `he °l�M1Jv r` t ^x 0^. ��p m r' "�,; ~r' }+�h, "cJ ro "^, F,.• d, „r' ° a J� r� d', .✓., .,d,�! �3���"a`r�• ^s.��,� ',v,�'' h�; 'w$(} .✓'''"•a' ,�� 'k, ,,.,r �ya' �r�' r�s�' �����•,,�' a,`�k.;"`� '3r;, '<� X. 1 .•r+ ,A r' .p ", .o '°� �,,,.a• le �F, a�..r�. �,. t+�" r' yd'r• }`* `<, P �,,•�+ ,p, a !.: �: '1, �. r'" 1 < aA,d�a,r,'`}, ?h .� . � ��p.•�v.° ^ £ d�d V \,P9"", , ,�Fki. a�a (y fin. X. .� �, 1°y• a{ '" •� �r �� �,, iA', +�d Jf ^h. w, P•:� V� A '`i •F.,,fir X. d" s � ,p w, f�:* n t''VF. aul,y' NP ti fi '' q; •[ ;x�, ,a 5.• ff'°•'� h. "yP„ �'..�rya„ �,' 'e.�';r. •. j �;•`"�ti dA,a.wir�rs M,�° .n .C' ,•I +.a:,' n w ' e +,""r ,}, '+., i`'„h r, y p "\ rT w .,p t a �a`'k..�'J`4., rr'�•, f •,, i` ro. .P^ra d°°'`i �°� ✓'r ye,. 'q, �S^�� �Th. 'l.>.,.pf''At � [y p•" „k �'�"1. �,. � ,�,a � r�1 ,,°•'N. �`*. �., �'�5y, d rt �•1�, ^4� '�"� `�: �: �; � , ��w ;, , �P ti 5° �:, ," ar�� ORIGINAL SCALE 0 F . f r s [1.. ' �.r��... F+"+, �, `.,..S17�. v�. FULL SIZE PLANS FLOOR BEAM (INCHES) T_ � NOTE: CONTINUOUS STRINGERS MAY SPAN MULTIPLE FLOOR BEAMS V- SECTION A-A o 2 3 AT CONTRACTORS DISCRETION. BOLTS SHALL BE INSTALLED AT ALL STRINGER AND FLOOR BEAM INTERSECTIONS. 1 ff 2f—Off I D ETAI L 1 .._ pa SIMON l!� f f f " 1 2 �—0 ENGINEERING m O 9968 Hilbert Street, Suite 202 San Diego, CA 92131 j Job No. 500 -609 (858) 566--3113 I CONSTRUCTION RECORD 44TE ff REVIS/ONS ACC'D DATE BENCH MARK B� Designed By Drawn By Checked By �.9. � � Dr�wtnq Na, RECOMMENDED BY. DATE: CITY .F A . AFC4 " DEPARTMENT OF PUBLIC WORKS w J. FROST T. BR/17AlN L. MUCO � � .� Contractor USC&GS BRASS DISK SET IN ATT THE N.E. WALL OF THE FORMER 0nzont°I James T: Frost Plans Prepared Under Supervision Of PR/NC/P L I ER / � FIRST BANK BUILDING I 3/ACCEPTED BY. DATEMAIN STREET BRIDGE swo :r No, OS086S D�'t�3 GREG BUTLER Inspector r r Nis flESC. � -s3 AS srAMIaED �C�� :�. OVER MURRIETA CREEK (REPLACEMENT) Vertical CML DIRECTOR OF PUBLIC NARKS/CITY ENGINEER Date Completed F . v NAVD 88 ELEV. 1008.10' '''� �► Cx% �� ... 64 R.C.E. No. 050865 R.C.E. No. ;� �'. SIDEWALK DETAILS 1 Sheet of�8 1 ROLLED CURB - SEE HSS 12 x 16 BEYOND IMPROVEMENT PLANS STRUCTURE APPROACH I � I ' EDGE OF APPROACH SLAB -- I BRIDGE INSIDE EDGE OF ROLLED DECK �. i -- -- -- -- -� I � � z A rr CURB AND GUTTER w A 4+00 _j x w _j t 1 /2 EXPANSION I 6+00 JOINT MATERIAL cy .� EDGE OF APPROACH SLAB TREATED PERMEABLE BASE A t � � A t I INSIDE EDGE OF ROLLED SECTION B—B I I CURB AND GUTTER I 1 r Orr w.-._ ... T..........m._,........�....� _ ..�- -- LAST VERTICAL MEMBER SEE DETAIL 1 B3 C CONNECTION POINT HSS 4 4 x 12 x 12 RAIL TIMBER RAIL r rr .-- BB EB 3r--0 30 -o , 30 -0 BRIDGE BACKWALL I I STRUCTURE APPROACH SLAB PLAN HSS 4 x 12 RAIL FA I CE of HSS FACE OF 1 '—0" CONCRETE CURB I 12 x 16 CURB 1 " 10 --O" (TRANSITION ROLLED CURB TO VERTICAL I CURB AT HSS) sow off 30'---0" -- PAY LIMITS FOR STRUCTURAL u u -41*s� FINISH PER LANDSCAPE PLANS 4 x 12 TIMBER RAIL CONCRETE, APPROACH SLAB ........... 6 � 12 PILASTER 86-21 JOINT TRANSVERSE SEAL 2 �.6 rp 0 #5 CONT CONTACT JOINT (MR � 1 1/2") 5 cy TOTAL # @ 6 2 #5C� 18 BRIDGE TRUSS i __j Q 3 --0 MIN R W8 x 24 RAILING POST Bll-65 ' O AND BASE PLATE M z C = - w (MOD) 1/2" EXPANSION °- I 3 ....tee ..N x JOINT MATERIAL `� NORM-noDETAIL 1 ..,...._. .r._... .._... �,.... . .._. ._... . ........_. �rrrrr. � �-�0 1 rr #5 @ 12 #8 @ 6 -� 3 0 SLOTTED PIPE #5x2 r rr - -0 /2 1 @ 12 TREATED PERMEABLE BASE r� 6 #5 BAR CHAIRS @ 3 -�-0 ± TRANSVERSELY FILTER FABRIC AND 4'--0"± LONGITUDINALLY - SEE DETAILS THIS SHEET ABUTMENT BACKWALL k 3/4"0 x 2 1/2" STUDS WITH GEOCOMPOSITE DRAIN COMPLETE PENETRATION SECTION A—A BUTT WELD TO HSS 4 x 12 HSS 4 x 12 RAIL 1 " 1 '--0)) POST TO W8 x 24 RAILING POST AND BASE PLATE 5 16 1 r—o rr X 1 '-1 " X 1 " r1l 65 BASE PLATE PER B 1 1 --6 5. MODIFY RAILING MOUNTING 1 " GROUT AS NOTED. FACE OF CURB (MATCH 4 _ FACE OF HSS) , , , , #5 1 -- TOTAL 3 � II II 2 1 /2 ORIGINAL SCALE OF FULL SIZE PLANS V— #5 (INCHES) 4 BAR 7/8"0 x 8" LONG ANCHOR BOLT WITH 2 NUTS rB1 �-65 U S AND PLATE WASHERS -- TOTAL 4 WITH ANCHOR BOLT L PLATE PER 0 1 2 3 SECTION C—C BAR CHAIR DETAILS rr 1 1 r�Orr U9 SiMON 1 » — 1 r-0rr O 1 ENGINEERING - 9968 Hibert Street, Suite 202 r: San Diego, CA 92131 I Job No. 500--609 (858) 566-3113 MIN COAtSTRUC77ON RECORD ME BY REW10 VS 'D DAWTLC BENCH i AWK Designed gnedEN Drown w SCALE Checkedy cn Controetor ` J. FROST T. BR17 AIN L. MUC p RECOMMENDED BY.• '' DATE.•v / / ITYOAF AF,� C11AD►�wrnqUSC&GS RA . DEPARTM NT B SS DISK SET IN �o�zQnEdl . �� �,� E OF PUBLIC WORKS THE N.E. WALL OF THE FORMER James T. Frost Plans Prepared Under Supervision Of pRi OPAL EhIGINEER � Inspector FIRST BANK BUILDING � No. 050865 ACCEPTED BBY: 01 � ��k DA TE• MAIN STREET BRIDGE a� NGS DESC. J—63 AS STAMPED E .,�- „. ,Date , GREG BU44 S� l OVER MURRIETA CREEK (REPLACEMENT)ve�rlCvl � � � �.Dvte Completed crnl. D RECTOR OF PUBLIC WnRKS/ CI1Y EI1+iGlNEER ,� Y VD 88 ELEV. � �oo�.�o �� �. �►�` 05a865 ::::..:...... R.C. . No R.C.E. No. �4710�9 � • STRUCTURE APPROACH DETAILS Sheet 13 of J8 I ift . STORM DRAIN UTILITY OPENING DIAMETER "U" FACE OF ABUTMENT 4" x 4" STEEL CORE POST (WOOD CLADDING NOT SHOWN) POST TO I RCP DIAMETER "D" ---- EXPANSION JOINT MATERIAL BASE PLATE 5/16 BASE PLATE �- SEE EXPANSION 6 is1 GROUT I DETAIL THIS SHEET JOINT MATERIAL UTILITY OPENINGI "DIAMETER u STORM DRAIN 2 1 . RCP DIAMETER D #4 -- TOTAL 2 I I III CONCRETE SIDEWALK FINISH GRADE �" �' a A 7 h V ,+�r �r 4J. f ` � 1/2 EXPANSION JOINT t.—2 ... . MATERIAL (ALL AROUND) h ar �� I `�"� �' 1 � _ � ��'�°���7 ����,.'.�`;_;_,��.�. �M Y �'�� w. r�,�` �`�, ". ELECTRICAL AND L _ .. E r.. rM1 SOUND CONDUIT .. ._ . . _. . . _. . .�. fr ADJUST ABUTMENT KB3-9 do 40% #3 HOOP —'e"" REINFORCEMENT PER TOTAL 5 '—N #4 -- TOTAL 8 Ile oe, ,f y 4 �! r `qy* 4n " T EQUALLY SPACED) FINISH GRADE . xaf+ ��r e f"� � ' '� ,, . ,ell #4 TOTAL 3 2 CONCRETE FOOTING I� 3 I ; (COLOR TO MATCH 6» # 1 f—gff L 3 a?� �:tq ,; "�'�:;� a. EXISTING SIDEWALK - 77 �ir t• 'hi ^a , a l� � h INN epee �\+ N{ A'�,, Y1 � �',lJ,f '?N"51 y (DRILL AND BOND IN frigr r Apt0.�° �d "'' 'R � ^ 1 1 8�'� HOLES) �0,r v� a�,r''�hlc„a'., �,•. �� ,� "+ a'A rfe w9 � ti / PLACE FOOTING IN F'6ff ffAff ffAff » 1 '----6" WELL COMPACTED SOIL 2 �0 0 "g" RCP OPENING 5 MIN LOCATION DIAMETER DIAMETER "A" "g" "C" EMBED ffD» $$U to NOTE: FOR LOCATION SEE LANDSCAPE / HARDSCAPE PLANS. ELEVATION ABUTMENT 1 " " "E 42 � 48 � 2 - 6 6 --0 2 —�9 SECTION EXISTING MAP A CASE POST ABUTMENT 2 " (CASE PARALLEL TO THIS FACE � 8 � 24 � � _0 2 --6 � 9 LAMP POST FOUNDATION � I � SIMPSON CB66 W/ 2 — 5/8"0 BOLTS NO SCALE NOTES: " CONCRETE SIDEWALK 3 1 /4" TYP ---�-� » 1 r PROVIDE 3 CLEARANCE FROM FINISH GRADE TO REINFORCING 3 4 0 HOLE is STEEL VERTICALLY AND CENTER REINFORCING STEEL HORIZONTALLY. I I F ff 6 ry �fi.: OR 5/8 '. ^ J .; � 1 /2 EXPANSION JOINT 2► A w .t : d, ANCHOR BOLT 3)! ABUTMENT 2 SHOWN, ABUTMENT 1 SIMILAR, o ,�° � MATERIAL (ALL AROUND) �� TOTAL 4 w� � 3. ORIENT STORM DRAIN OUTFALL STRUCTURE SUCH THAT IT DRAINS DOWNSTREAM AT BOTH A CONCRETE FOOTING (COLOR BO ABUTMENTS. 3 HOOP # TO MATCH EXISTING SIDEWALK �� -�� 1 2 BASE PLATE — TOTAL 3 3 1/4 TYP a O C� #4 TOTAL 4 SPLASH BLOCK DETAILS a ' ` h` (EQUALLY SPACED PLACE FOOTING IN ;r °�" SQUARE „ , „ WELL COMPACTED SOIL 1 '---0"� 1 1 _0 •- NOTE: FOR LOCATION SEE LANDSCAPE / HARDSCAPE PLANS. BASE P LATE DETAIL ABUTMENT, PLANTER WALL, OR WINGWALL MAP CASE FOUNDATION NO SCALE NO SCALE GEOCOMPOSITE DRAIN MATERIAL `� •. �� � �,ER L EXISTING TRELLIS POST (TRELLIS BEAM PARALLEL R LLEL TO THIS FACE) 4'f0 PVC DRAIN LINE I SIMPSON case w FILTER FABRIC (MIRAFI 140N OR � �� • , < � � �,� � 2 -- 3 4 � BOLTS OWNER APPROVED EQUIVALENT / .. ) r. ff » •;•:•:•r, .•.■.•� 6 x 6 ALUMINUM OR GALVANIZED STEEL ••••r•i �f r•••• 1 4 MESH HARDWARE■••■•.•.IS 3 0 SLOTTED PLASTIC PIPE � / RD ARE CLOTH. MINIMUM ■ ■••r r r d`• a •■•r•■•r•.•.• ••too■••r••.� •••••••r■rr•r■rrr■.►■• r■rr•rr■• .••••••■ WIRE DIAMETER T '�' ff ••,■rrr„ (SLOPE AT 2% MIN TO DRAIN) r•, ■,,,••r E ER -- 0.025 . ANCHOR FIRMLY CONCRETE SIDEWALK . rf --- •••rrr ....• TO BAC KWALL AT DRAIN TYP ••■•••r ••••r•• •■r.•■••r r• ■•••.• ••••••r r r r••••r••.■•r r■r r`a Paz ;. �. 2 . � � � w. ° � n . I I 1 2" EXPANSION S I N/ o JOIN • ••••••••r r. ■r•r••••r••r " ••rrr..•r■■ ■rrr.•••••■r , ,� J y, ■•r.r■•rr • r■••rr■r•.■■•� w 3/4 TO 1 1 /20. MATERIAL (ALL AROUND) '' --- y� . : CLEAN GRAVEL #3 HOOPSit a w i a TOTAL 4 '� -- CONCRETE FOOTING (COLOR t CONCRETE PAD TO MATCH EXISTING E SING SIDEWALK) ORIGINAL SCALE OF 1 '- 0" FULL SIZE PLANS , f ; #4 TOTAL 6 (INCHES) (EQUALLY SPACED) N. "t�, f q +�..r, a i.,�w ,' y�+,, + Fr �4'�'�,•`' ^' 0 1 2 3 ` TYPICAL h .a ��hr i� .+ ya t�ha fr 's,, �p �a.aa`'`a .; D RAIN DETAIL FrMd :,: hnf f f,p F�q cr h PLACE FOOTING IN " . WELL COMPACTED SOIL 1 f_6,f0 D RAI NAG E D ETAI LS NOTE: FOR LOCATION SEE LANDSCAPE HARDSCAPE PLANS. 1 1 /2 ff 1 f_0ffENGINEERING TRELLIS FOUNDATION V_V_ 9968 Hibert Street, Suite 202 r. NO SCALE San Die Jo N g CA 92131 b o. 5q0�-609 858 566-3113 I co COl1MUC77ON RECORD LWTE BY REV 10AS ACC'D 447E F.... BENCH A�ARK SCA!_E D�s�gned By Drawn By Checked By w t CITY ) ;J. FROST T• BRITIAIN L. MUCD RECOMMENDED B . DATE. TAwwj ,,,iFez/" cn Contractor USC&GS BRASS DISK SET IN `• &A E ARTMENT OF PUBLIC WORKS Two F, THE N.E. WALL of THE FORMER H0"ZOntQ� Plans Prepared Under Su ervislon Of PRINC/PA ENGINEER James T. frost � p P FIRST BANK BUILDING ACCEPTED BY.- DATA: - ► .. MAIN STREET BRIDGE 030855Inspector No. ` �v ; /` Date GREG B ER m NGS DESC. J--63 AS STAMPED , OVER MURRIETA CREEK (REPLACEMENT) S1 � Date Completed �e�lC°t crn�. DIRECTOR 4F PlJ LIC IRKS/GITY EIuG/NEER � � .,: ' NAVD 88 ELEV. � 1008.10' �' ........ ..... 14 III NER.C.E: l�o. 050865 R►�,�; No 47109 MISCELLANEOUS DETAILS Sheet 14 of 38 1 w( I l/r z Y a a0� Uj uo!J0001 © p 0 � o N ft-O QLL- o _4 z :6 ww �-� N O.. a ls. ]isMAIN STREET r� oa 3+00 4+ 5+00 6+00 7+00 Poo 8►► 80+00 ' Z w� N Z•�o 7 v N W I w PLAN VIEW JS • l - SCALE : 1" = 20' 05 6 Q NOTES,- � , I w7�®�� � o = °'. �. 1) EXPLORATORY BORING LOCATIONS AND ELEVATIONS BASED ON THE PROJECT PLAN Z g - - PROVIDED BY SIMON WONG ENGINEERING, DATED JUNE 22, 2004. fl� I o . A@@@@@ 2) SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM. O a a o�r-- 00, 0 m uoquooj z © - -O CQ O co � co H + w Z O 0.4 • ELEVATION a� -. 1-4 ELEVATION A -ft Q co 00 - 10101010 ft �. ft 8-inch ASPHALT ELEV 1005.5' ►► ELEV 1005.7' . 811 PREVIOUSLY PLACED FILL: Medium dense, moist, dark brown/black, 8 12-inch ASPHALT BULK ,,,; Silty/Clayey SAND, trace fine gravel .r�,•, PREVIOUSLY PLACED FILL: Medium dense, damp, brown, Silty SAND $ HULK 1000 ft +�, rr -- Dense, moist, grayish brown, SAND, trace silt 21 1.4 �. � __ _- 1000 ft uo!J0001 / � 4 2 2.4 .r , �o BULK ;;;; Medium dense, moist, dark brown, Silty/Calyey SAND � Medium dense, moist, brown, Clayey/SiltySAND 40 2.4 � 18.3 12. _ m 18 1.4 ;;;; -- -- ALLUVIUM: Medium dense to dense dam yellowish brown medium ���. � p� j � BULK • • to coarse SAND, horizontal iron oxide staining NV ALLUVIUM: Dense to very dense, moist, light yellowish brown, � g ' 990 ft 70 2.4 .._�- �4.1 98. 6.3 coarse SAND, some iron oxides 48 1.4 990 ft -Medium dense and trace gravel below 20 f eet ,;•; _ Very dense, moist, yellowish brown, Silty SAND w 45 1.4 ,,:,.•:�.. __ __ 50/6 2.4 ... __ 0 BULK ,:•'_.:.' ... Very dense moist dark gray, Silt SAND180 \\\ -- -- Very hard, moist, dark olive SILT . o 980 ft 50/6 2.4 5.4 i8.i y g y' y 1.4 980ft 6 �C Ida '• :. Very dense dam yellowish brown coarse SAND Hard, moist, dark brown, SILT a y p, y 60 2.4 .,., o3.e 21• r Very dense, damp, yellowish brown, coarse SAND LM LJ gzg 970 ft ~•;::•:� Very dense, moist, yellowish brown, coarse SAND with trace of ': _.. 970 ft 5 0/5" 2.4 '.), 30. 4.5 E50/5" 1.4 Gw•EL 986.70. •� gravel, friable GW_EL,,,,967.5 to �� 07-12 4 " �' 07--12-04190/11'11 :�4• __ .�_ -wet, gray below 40 feet 50/2" 2.4 �„ 08• 7.4 Very dense, moist to wet, light gray to black, Silty SAND, trace 1.4 .:•:•_..• cobbles .wr • ..'•1'. w ;y�•.; -No recover __ _- Very dense, wet, olive brown, Clayey/silty SAND, trace gravel - a ft __ y150/5111960 ft � ./+N•y ,� � 5 82/11 2.4 1.4 111 50/6" 1.4 �•::f' -- -- -Medium to coarse SAND below 50 feet, locally massive 50/5" 1.4 _ __ -No recovery © .t..Sol E ••.;••.. 950 ft ;�'.;.'• -- -_ -No recovery, dense below 55 feet /!�0/5" 4 •''�;• __ __ Very dense, wet, grayish brown, coarse SAND 950 ft 45 2.4 ••�, • V 1• .. ,. � �>- .a �` :r Very dense, -wet, dark gray, coarse SAND with trace silt � 1(:7-j5 � 8� 50/2" 1.4 ••• -- __ Very dense, wet, gray, medium to coarse SAND and SILT, 50/5 2.4 : . .. __ .._ y g ywinterlayered :: --� ,. ,,, .•• •• Very dense, wet, gray, coarse SAND, f riable Y -9940 �� BORING TERMINATED AT 66.5 FEET ,"�► �•` �.- 1.77.­­­ 8-8 50/5 1.4 -- 50/5 1.4940 ft Backf filled with soil cuttings and patched with cold patch asphalt •..'T � �- •0-2 07/12/2004 r,w'>..:, •'•• -No recovery 150/6"12.4 BORING TERMINATED AT 70.5 FEET O O-.+ a E C •� o in _ L •�, 07•-12-2004 Backfilled with soil cuttings and patched with cold patch asphalt U v O � 9-v .. � 930 ft 930 ft eup M p d 5 () C: O 0 V) O cy 0 V to 0 CL U v o o E -' ORIGINAL SCALE OF o v o - on FULL SIZE PLANS -EOCON Z 1,.,, v O j ,cr0 j Z3 r PROFILE VIEW � c� (INCHES) I NCORPORATE D •• w o -3 -2 o VERT• SCALE 1" - 10' GEOTECHNICAL CONSULTANTS V +� a X� .�. a,°' co o z 6960 FLANDERS DRIVE 0c0 QLOOOLOA 0 1 2 3 SAN DIEGO, CALIFORNIA 92121 -2974 C --- -- V--01� PHONE 858 558-6900 - FAX 858 558-6159 0 V- CL .-. CONSTRUCnCN RECORD DATE BY REi�SIONS ACC'D DATE BENCH MARK SCALE ¢o , s3/o Designed By Drawn By Checked By Drowjng No. Q Nq T : r Fjf � �� DEPARTMENT Of PUBLIC WORKS w N� WA Y• WANG - RECOMMENDED BY. DA E � / D E z �° ��' �ti � Contractor USC&GS BRASS DISK SET IN a AMER '� THE N.E. WALL OF THE FORMER Horizontal � m Plans Prepared Under Supervrston Of PR/N /PAL ?9W W No.62819 �- DATE• �l MAIN STREET BRIDGE . �¢ FIRST BANK BUILDING � � ACCEPTED BY. Inspector Dote 0b' a 3 -- o / cR c etmER a � OVER MURRIETA CREEK (REPLACEMENT) m l 5 NGS DESC. J--63 AS STAMPED Vertical �} DIRECTOR OF PUBLIC HVRIfS/CITY ENGINEER ... Date Completed �qT C�y1� ,,, vi p NAVD 88 ELEV. = 1008.10' OF cA��Fo :.,.. Z R.C.E No. 62819 R•G.E. No. 47I49 LOG OF TEST BORINGS Sheet 1 of J8 U- l GRADING NOTES PAVING NOTES 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN Y4" PER FOOT FOR A 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT MINIMUM OF 3 FEET. SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 379 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT GRADED SLOPES OVER 3'IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. PERMIT FOR ALL WORK WITHIN CITY RIGHT--OF-WAY. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. COMPLETION AND DURING PLACEMENT OF ASPHALT. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION EXISTING UTILITIES. THE CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (951) 694-6411. AND LOCATION OF CUT / FILL SLOPES. 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. INSPECTION AND A PLACEMENT OF ASPHALT PAVING. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY GEOCON DATED OCTOBER 2004. TWO SETS 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE SOILS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND ENGINEER AND THE PROJECT INSPECTOR. ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TESTING. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694--6411 TEN DAYS PRIOR TO PLACEMENT OF BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND DURING THE GRADING PHASE. LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. 11. POST--GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION WORKS CONSTRUCTION. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS TWO INCHES. MAXIMUM THICKNESS SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. IS THREE INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN THREE INCHES SHALL CONTAIN A BASE COURSE OF B-AR--4000, A MINIMUM THICKNESS OF TWO INCHES. 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY PRIOR TO ANY PAVING IN DISABLED PARKING MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL AREAS OR PATHS OF TRAVEL AND ONE INSPECTION AFTER ALL PAVING HAS BEEN PLACED IN DISABLED PARKING AREAS OR PATHS OF SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. TRAVEL. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A . STANDARD SPECIFICATIONS REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE 1. ALL GRADING, PREPARATION FOR STREET AND PARKING LOT BASE AND PAVING SHALL BE IN ACCORDANCE WITH THE STANDARD REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK" CURRENT EDITION UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. STANDARD SPECIAL PROVISIONS. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT 2. CITY OF TEMECULA STANDARD DRAWINGS SHALL BE USED FOR SPECIFIED CONSTRUCTION ITEMS AS SHOWN ON THE CIVIL PLANS. CONTROL ORDINANCE NO. 04--04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. • 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF PLANNING. 2 o_ 0 i Avoid cutting underground N utilty lines. lea costly. 08MEN &ERT 19mlewmHom beforeyoga Cn Call==0- Call clm' r and ate Inc. a Befor Y Engineering, Planning and Environmental Consultants 401 B Street Suite 600 San Diego, Co. 92101 0 OverheadTel: 619 234--9411 Fax. 619 234--9433 1-702-593-6111 1-800-227-2600 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK Designed B Drawn B Checked B Ora No. c SCALE QRQ�E55/ONq 9 y y y -:_____��-�,,,� 9 © RECOMMENDED BY. DATE.6 DEPARTMENT OF PUBLIC WORKS 0 '�c�y �ti SLM TM DJL N Contractor USC&GS BRASS DISK SET IN THE a ���, PRNC/PAL ENGINEER N.E. WALL OF THE FARMER FIRST Horizontal � Plans Prepared Under Supervision Of No. 61788 ACCEPTED BY.- DATE.• ! l/ _ MAIN STREET BRIDGE Inspector BANK BUILDING Exp. 6/30/13 � OVER M U R R I ETA CREEK (REPLACEMENT)"L4r DATE �z GRE BVLE � ,� NGS DESC. J-63 AS STAMPED vertical F DIRECTOR OF PUBLIC WORKS/CITY ENGINEER cA = 99EET IMPROVEMENT PLANS 0 Date Completed •'•'='�•::•• v fr• , Sheet 16 of 38 N AVD 88 ELEV.- 1008.10 R.C.E. No. 617$8 R.C.E. No. 47109 '' ••'i98�:•::" IMPROVEMENT NOTES . 'I 20' i00I 6„ e 9' TRANS TO 6" D 6 CURB i I 1 PROTECI EXIST. FENCE IN PLACE PER DWG. N0. 204A I VARIES - SEE PLAN 1 - 9 3/4 " z 1 I PARCEL 7021-18B w REPLACE EXIST. EXIS EE CE SEE PLAN FOR P R CURB PROJECTION ¢ ut 1 CURB T L HIGH CURB I SECTION IN THIS I - a /z 1 a REPLACE EXIST. CURB PER DETAIL C ON THIS SH 0 T 4', GH RAIN LINK ENC m 0 0 CT T EXI T. F CE 0 LOCATION g" r�Q 2% w a / r 1 w ND SDWK AS NEEDED WITH 6 air T EN F ARKI G LO , \ ci 0 , / X 1 O YPE D-6 PER CITY DWG. NO. •,p E S 00 3 1 0 N w0 / v. �+ 1 ry ' 04A TO PER SMOOTH ry'S'G �00 N' I w I I -- R=12" o / rN z 1 RANS. REMOVE UP TO WALL r7. o w CONSTRU 4' HIGH CHAIN LINK FENCE J R= w Q- 00 '� I p ( < I 8" 560-C-3250 CONC. G Nr v C) CONN T TO XIS N F a x 6 O AWCUT LINE MATCH EXIST. C' ~ rj F PER APW SD 600-3 W/ #48 ® 18" O.C. E/W �,P w rn / TUP OF o 1 9.64 o — �'� — — ° — — o I OVER 8" AGGREGATE ,�O P'O CURB - 9.64 EP 2.00 % v o V . EXTEND CURB TO BACK BASE DRIVEWAY APRON �, �( � C110N A-A o ° - SkLVAGE °AND! REINSTALL CURS ° - v p . v / I rtr `— TOPS (TYP) ° P �0 g v v ° v17 ', e I I REMO PORTION OF �Q NOT TO SCALE ' 2% R C YJ R T ROOF R100W .. 01. � . TARO H NEW. CURB ' 4" CONC. PVMT. REPLACEd EIIMST. CUR �O EXIST. ENCE h . v � � ' � TRUNCATED v° p W/ 4s AT 18" O.E. W/ 6"_TYPE:D- PER o .� Off° 560-C-3250 CONC DOMES TYP .vON -4 AGG BAS� DWG. NO.: 204A v ° P �` '` 4s ® 18" O.C. E <e�0 .v °v (520-&-2500),7 o v.ov VIA ,O° I �DWK LCMITS PLAT") F 6�'+ 6" ROLLED CURB DETAIL 1 o 5V$RL .JOtN.T6 0 ` I G qG NOTTO SCALE 10' 0. EAW WAY 1 G �06.J8e FG 't G : v . D lops s.lg F 6 f NG Oro I �•P��j �. .) hp1 0" 69 t C PP oo Q O e H O�G� A OO�G� OO�G _ 42" RCP 2000-D GRADE - tr1� �- - - - � \ - - ��P-SAT-LINE - 1� - -�'p- - -84ARQYlALI�/�AWK _ --I BRIDGE _9RADE _ �� _ _ _ - - - - _ - _ - - _ - BEVEL PIPE ABUTMENT BREAK10 FG v B �-� I� 3 e , 4 4 9.1. �y\ MATCH EXIST. -LW ENDS AS SHOWN .1T, - SPLASH BLOCK (SEE BRIDGE PLANS k - N + o I 4 26 FOR DETAILS) v . ° ae ° 10 10 R K 1 I 6 �� �y 0ro� PROTECT 14 PLACE \3-� , a•j. * B! FG -y \ a fo - 42" RCP 2000-D - �5 ro - - - '4 TED TRUNC -3 •,o Nf '1- REINFORCING PER `< .' .e > APWA SD DWG DOMES TYP 380-4 REPLACE EXIST. LANDSCAPE AND SEE L SCA - SETA LS.. o^^ JBRIDGE F5Ao' 8DECORATIVE � 1. .. CONCRETE COLLAR PER RIGATION IN KIND AS NEEDEDSECTION P SHT N � rn ° i .�O v. 00OR CONSTRUCTION (TYP) DETAIL ° \ m 10' TRANS. TO 6" APWA STD. DWG. 380-4 SECTION of I ' c EE STRUCTURAL PLANS fl o e ? I SEE L SCAPE PLIANS FOR 0' TRANS. TO 6" TYPE ROLLED CURB to I- SEE STRUCTURAL PLANS DECORA VE PVMTD AILS. -6 CURB PER CITY OF s\f w AIN STREET a OR APPROACH SLAB. mMECULA DWG. NO. 204A `� 7 00 FOR APPROACH SLAB. - ECTI O N TH S - - - - _ BRIDGE ABUTMENT �1 x JG g 4+00 S 0 G h O rL 1 9ry 1 ' TRANS x Os J o 6+00 '.° O kN ^70 '� A° O� o n 60 Ao 0 bra b O h`' 0o A --- Q 0 0 y. b xOk x0 h°ro o x x x h• M' 0 '� x P x b x P 0 0 cV 9 9• O R M 9 BRIDGE CURB 'S °p rn s x 0° `l•A O� 00 oe '�O •� (� OO ra p O O O 16 O 0 6" ROLLED CURB (T ) 9 d x 6 �, '` 01� '• '� •.O w G5. rL° ^ \ \o°^ �' I ro ?C °a 00 N PVMT JOINT t�AC PAVEMENT-� '`�P d'- STORM DRAIN x e I 12' � - x - ? \O° PVMT JOINTS PE I TYP NIj Al p$' 1007.50 FG S TRU C D ° I v CT STD PL N n PER THIS SHEET w � �l CT STD PLAN ) 1 =� 001 �O MATCH EXIST y .(T jLO AN N� PLAN VIEW (TYP DIMENSIONS) - BRIDGE SINK. S� AC PAVEMENT p1, P10 AND P20 (` ` - ° + EX. GDRB O STORM DRAIN OUTFACE Q PER THIS SHEEN 11 G AT WEST BRIDGE ABUTMENT ae f o 6. sel�� f o0 O° O -1 EL � EG NOT TO SCALE 4 3 , - 1 1\N N I •. 0 r� 3. % hrO FG iy 1 0 � }.. 4.1% A E 7 ^ f '�o° �" N Nf ,°°� r����' �_ PROLEIN PLACE 6.9% k E K 5. 7 K o0' 3.9% .�004 18" RCP 2000-D N N h0 3.7% e�P BRIDGE -~ -- ABUTMENT • BEVEL PIPE ENDS yOM GO GRADE 0 -. _ _ - AS SHOWN - - - - - - - - — — — — — — / • Oh GRAD + IV - - - - ^_ - > � - - LIMI OF GRADING O IIPIITErFFACE / I 0 H E ° N I IIrEA EiI �� s 11 ^ 1 - - - a ' - -� - - S c 12% 78 s. 18" RCP 2000-D _ 78' q --I -REPLACE EXI REMOVEIPORTION OFST. bi •e 9 REINFORCING PER APWA CURB W/ 6" TYPE II e I ° �e� STD DWG 380-4 .D-6 PER DWG. NO. 204. 6� I I. I PR TEC EXIST. FENCE IN PLACE i 8' Z e EXIST. FENCE O L APWA RSTD. DING. 380 R4 REPLACE EXIST. LANDSCAPE NO AC PAVEMENT / O F IRRIGATION IN KIND AS NEED D 4" MINIMUM X\ w w X SECTION R CONSTRUCTION �_ 8" AGGREGATE BASE 1 a _ I La w a x F B STORM DRAIN_OUTFALL 11 I I CO TRUCT 4' HIGH CHAIN LINK FENCE AT EAST BRIDGE ABUTMENT TO/CONNECT TO N NOT TO SCALE CONSTRUCT 4' HIGH CHAIN '! 1 P R APWA STD 600-3 LINK FENCE TO CONNECT T 2" 6" 3/4" RADIUS (TYP) \ .EXIST. FENCE ca ER APWA STD 600-3 F 1 - VARIES SEE 560-C-3250 PCC. DOWELING, TIE BARS \ w - LANDSCAPE AND JOINTS PER CT SD PLANS P1, P10 \ w bVE EXIST FENCE AND ARCH. PLANS AND P20. FINISH PER L-SCAPE DWGS. 18" 3" CLR \ x 'LANDSCAPING AS NEEDED FO I FOR DIMENSIONS �{ ECORATIVE SDWK \ 0 CONSTRUCTION. REPLACE FENC R/W 60 R/W R/W 1/4" RAD TYP. 4" CLR 3" CLR TRANSVERSE JT. PER CT STD P1, : PER L-SCAPE PLANS :LANDSCAPING AND IRRIGATION TO - 1 VARIES D _:• • .` AN! P B" 4s ® 12" O.C. EACH WAY P10 20 . MATCH EXIST. CONDITION TO ..�• " # i SATISFACTION OF CITY 1 ,0' VARIES VARIES I 10' •• ' • 520-C-2500 CONC. c~pi 1 VARIES SEE 3 LANDSCAPES I `1d^~ ' • 11 ARCH. PLANS FOR DIMENSIONS 4" PCC PKG LOT PVMT _ SAWCU OF VARIES VARIES L2 AGG. BASE O 18 CURB DETAIL WALE 2.0% ` 2.0% MAX. 2.0% MAX. 2.0% BRIDGE APPROACH ' ,( \I SLAB PER STRUC. DWGS. a ~� ~- $4s ® 18" O.C. EACH WAY AC PVMT NOT TO SCALE 0 5 10 zo 30 SEE 6" ROLLED_ TMPI SECTION DO PCC STREET PAVEMENT TO MAIN STREET CURB DETAIL BELOW (30 MPH DESIGN SPEED) Avid utility lineting underground SCALE FEET SEE LOCATION ON PLANS NOT TO SCALE SAFETY ALERT unity 1n�. Its wetly. IGmI -Ham I SCALE: HORIZ.=1"=10' PRELJMflNARY AC PAVEMENT STREET SECTION PRELIMINARY CONCRETE PAVEMENT STREET SECTION �Call—� Call and ASOCI8t83 Imo" a TRAFFIC INDEX ASSUMED SUB-GRADE AC THI KNESS CLASS 2� AGG TRAFFIC INDEX ASSUMED SUB-GRADE CONC. T ICKNESS CLASS z� AGG before you Engineering, g MAIN STREET GRADING DETAIL R-VALUE (in� BASE (in) R-VALUE (inI BASE (in) Before You g' g, Planning and Environmental Consultants 7 6 4.5 15 7 10-22 12 6 Overhead Dgg 401 B Street Suite 600 San Diego, Co. 92101 6 SCALE: 1"=10' NOTE: 1. VALUES SHOWN ARE PRELIMINARY AND ARE FOR BIDDING ONLY. ACTUAL PAVEMENT Tel: (619) 234-9411 • Fax: (619) 234-9433 $ SECTION TO BE DETERMINED BY GEOTECHNICAL ENGINEER DURING CONSTRUCTION 1-702-593-6111 1-800-227-2600 5 CONSTRUCTION RECORD DATE BY REVISIONS ACCO DATE BENCH MARK SCALE pPOFEss/ Designed By Drawn By Checked Sy - Drawing No. 8 Q'v° vnE .ur. ,� RECOMMENDED BY - DATEG�-'�� C/TY OF TEAM_COLA DEPARTMENT OF PUBLIC WORKS 0 w SLM TM DJL I Contractor USC&GS BRASS DISK SET IN THE �tol h �``y SOP Z`-' R ATTA N.E. WALL OF THE FORMER FIRST w A Plans Prepared Under Supervision D/ / P EN ER o Na 61786 ��°Q ��f�� ��� BANK BUILDING - E„p. 6/ao/u ACCEPTED BY DATE' l !l MAIN STREET BRIDGE i Inspector 5„•.,,�G L.ke A -A,& DATE.' #X111 Bu R OVER MURR ETA CREEK (REPLACEMENT) NGS DESC. J-63 AS STAMPED ✓ertkil sr4 c1V0. �F DWECIOR OF PUBLIC WORKS/CITY ENGINEER ' -• '`'e a cnuF p���� Date Completed ®� e� STREET REET IMPROVEMENT PLANS NAVD 88 ELEV.= 1008.10' R.C.E. No. 61788 R.C.E. No 47109 � ►^ IMPROVEMENT DETAILS hrot v or 3r3 Y BRIDGE EXPOSED RIP RAP 998 FG / I 10 4.5 I M E I EkISTINATCH BACKFILL NATIVE SOIL AND COMPACT MP1C - - - - - - - - -i�- - FG_ X\5154 S�OP Rp,P 9/0 I ISLOP /OOsx I BRIDGE 987 INTERIM CHANNEL FL s FUTURE CORPS CHANNEL FL 983 r F I I ABUTMENT O SLOPE h' I I pf R\P RiP E F � SLOPE / \ R4P 7RAN SIt10N 41 2 / \ / \ TOE IN FABRIC PER -- - - - - -- - - - -- - - -- r> I � 8' - - 979 TOP OF RIP RAP 4• \\ // I \\ ;I� MFR RECOMMENDATIONS /OOS / \ 81 +00 I / \ r ?. �� Y4 TON BURIED RIP RAP (T=3.0') OVER 12" 3/4" GRAVEL OVER RSP FABRIC - -� - RSP FABRIC. METHOD "A" PLACEMENT. �,y CONSTRUCT RIPRAP PER CALTRANS STD �� _ \\ CONIC. CUTOFF SPECIFICATION SECTION 72 FUTURE CORPS CHANNEL PROJECT SHALL REMOVE EXPOSED RIPRAP ' I WALL L=20' AND PLACE RIPRAP OVER TOP OF FOOTING (TYP) UP TO FACE OF BRIDGE ABUTMENT. CONC. CUTOFF \ / - \\ / RIPRAP REMAIN IN PLACE IN FUTURE CHANNEL CONDITION WALL L=25' �'" - -'J ,'- - -1- - - - - --.` / T p5� RIP RAP BURIED P SHALL R 1 \ �o ) I 1 _ I SECTION A-A vli J � 4 r--iel NTB. e•. . 8 TOR OF• U J� ( �4O C �`�� °j� � 99 Q J \ RIP RAP OF BACKFILL NATIVE SOIL AND COMPACT • ..RIP RAP . 4 \. I ` N, 987 INTERIM CHANNEL FL Y4 TON BURIED RIP RAP (T=3.0') • J - - - - - - - - O - I - FUTURE CORPS CHANNEL FL 983 OVER 12" 3/4" GRAVEL OVER �- t �� _ RSP FABRIC. METHOD "A" PLACEMENT. - '-� CONSTRUCT RIPRAPE CALTRANS STD - - - - - _ 979 TOP OF RIP RAP - - - - - -- --- - - -- - - - -- ----- - --- - - SPECIFICATION SECTIONR72 4 ,,�r TOP OF 8 'J` RIP A ` • . I I y ., RAP - ^ 0 0 ^ +oo C\ 0 4 o r • Flaif + - - I— Rip Rq�E e� fi MAIN y - 1- - RSP FABRIC 1 1 / I 0 Q I � T • __ — - - — 1 �� � � �� �� —� _ _ - - a SECTIONB-B I RTA 116 _ i I 12' . 9e - - i - \ wDETALrRPRAP AT I 1.5:1 R/W r"Sl \ . . 1 72' E - g2' ,. � r \ �E� OF OF �p P Rqp OF I� O BEGIN SLOPE TRANSITION - SLOPE BREAK fi' \ C CUTOFF J , 09 TOP bN U\ I r / Q �. IN - I 998 TOP OF des \ \ZF RIP RAP 1 Q ( ��Q / O RIP RAP 0GIP RAP II qa I 1 - - I\ TRANSITION RIP RAP SLOPE AT STORM B R � �� / /\) �� h DRAIN LOCATIONS (TYPICAL) 1 987 TOP OF SLOPE STORM DRAIN N It I � SLOPE \ TRAN 1 I � { / __________ — I( \\ j P 79+00 of, R/P qP /� \ / I ) '�. 5 I \ / FOR\P RP I v I Of I I I _ 4' HIGH CHAIN LINK FENCE 1004.5t FG I MATCH I — —EXISTING /991 F I SEE PLANG PER WA FOR LOCATION I RIP RAP PS TOP RAP OF : . 1 e . 12" W1DE BY 3' DEPTH ` O LIMITS OF WORK/ESA FENCING GONG. CUTOFF WALL. USE 520-C-2500 CONC. , RSP FABRIC LEGEND DETAIL RIP RAP TRANSITION AT STORM DRAIN NOTE: PROVIDE EXPANSION JOINT B/W CUTOFF EXPOSED RIP RAP NT.S. WALL AND BRIDGE WING WALL DETAIL: CUTOFF WALL AT TOP OF RIPRAP L�S�SIJ BURIED RIP RAP a SLOPE TRANSITION (1.5: 1 TO MATCH EXISTING) N 0 10 20 40 60 i AwW cu Inq un ergroun N SCALE FEET SAS{' utility lines. It's wetly. IClmley-Hom SCALE: HORIZ.=1"=20' NOTE: ALL DISTURBED SLOPES AND SLOPE TRANSITIONS SHALL BE HYDROSEEDED. CSII Call ❑_� wdAswdates, Inc" b a SEE PROJECT MITIGATION PLAN AND SPECIFICATIONS FOR DETAILS before you n Before You D g 401n8rStreet SuIea600nd n San nDego, CoSmental u92101 E Overhead Tel: (619) 234-9411 • Fax: (619) 234-9433 1-702-593-6111 1-600-227-2600 s - — - CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH A44RK SCALE QgOFESSIp� Design By Drown By Checked By /� �owmg `� EKE uc /'y SLM TM DJL RECOMMENDED BY DATE V�TY OF TEINECULA IJII;4HIMENT OF PUBIC WORKS USC&GS BRASS DISK SET IN THE A N Contractor N.E. WALL OF THE FORMER FIRST Honrorrtd w A m Plans Prepared Under Supervision 0/ p '�' a TF+e\ MAIN STREET BRIDGE C-3 o = Ne. fines ACCEPTED BN DATE !1 s o N BANK BUILDING r=zo' � Exo. 6/30/1 ,�„�— DATE #X111 s OVER MURRIETA CREEK (REPLACEMENT) Inspector NGS DESC. J-53 AS STAMPED uIN-Un l 'fie crv�� �! DAeEC1oN of Pu6uc xvkks'/a1r£N1Y/�ER 4 "- o rwee Completed ?IF CALF STREET IMPROVEMENT PLANS NAVD 88 ELEV.= 1008.10' 1.=4' R.C.E. 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No 47109 STREET IMPROVEMEW PLANS i II I 1 w w aJ a � ' � a � � S Cr w � SIGN LEGEND LL w w w ❑2 U 1 I VM1_z I 1 I I I W11-2 -- ❑❑ W16�EXT 500 FT) 1 14' 1 1 NEXT I I I 500 FEET Nf16-2 (NEXT 500 FT) T I I I -- 14' I 2 W11-2/ _ W16-2(NEXT 5 j ❑1 22 200 LF MAIN STREET 2z MATCH EXISTING 180LF 1 36 200 LF MATCH EXISTING I 1 I Q 1 NOTED 1 ❑1 INSTALL W11-2 AND W16-2 NEXT 500 FT . PLACE APPROXIMATELY I 200 FROM CENTERLINE OFT AIL AS DIRECTED IN FIELD BY CITY. ❑2 CONTRACTOR TO REPLACE ALL EXISTING PARKING STALLS I 1 I 1 1 CONSTRUCTION NOTES 1. ALL SIGNS SHALL BE INSTALLED ACCORDING TO 2010 MUTCG REQUIREMENTS. 2. ALL STRIPING SHALL BE INSTALLED PER THE MOST RECENT CALTRANS TRAFFIC MANUAL. a 0 10 20 40 60 r i N SCALE FEET utAity Linea. It's wetly. SAFETY w cu gun rgrwn n SCALE: 1"=20� �� /, IGdA Ham Call=�= Call � and Associates, lnc. 1 before you Engineering, Planning and Environmental Consultants Before You p1q(� 761 01 ( 9) 234941 -Suit Son Diego, Co. 92101 e Fax (619) 234-9433 $ 1-702-593-6111 1-600-227-2600 CONSTRUCT/ON RECORD A41E BY REWSIONS ACCD DATE BENCH 94RK QpoFESS/pN Designed By Drown By Checked By Drowinq No. 8 SCALE pro C,µE . �y. RECOMMENDED BY - DATE C/TYOF TE/NECULA DEPARTMENT OF PUBLIC. WORKS U v w m SLM TM DJL N cnnrrn�mr USC&GS BRASS DISK SET IN THE Hedmnta g'� yaP ? A ER Arrii $ N.E. WALL OF THE FORMER FIRST N°. fines A A Plans Prepared Under Supernsion O! vRlpc� I / �i BANK BUILDING ACCEPTED BY. 7 DATE 3 °" MAIN STREET BRIDGE C-5 --o1 Ex'. 6�30�1 5L L.� DATE. T�zAI c�{c eu OVER MURRIETA CREEK (REPLACEMENT) i Inspector Yg NGS DESC. J-63 AS STAMPED I'Micar sfq>f.a cnuEP a EcraR or vuaz¢ AroRlrs/crn ENGINEER g e o Dote Completed STREET IMPROVEMENT PLANS NAVD 88 ELEV.= 1008.10' I —�• R.C.E. No. 61788 R.C.E. No 47109 ° � �NG AND STRIPING PLANS Sheet 20 0( 36 ]C L G® C S RAMP OA - - - - - EROSION AND SEDIMENT CONTROL NOTES I � I 1. THESE NOTES ARE FOR EROSION AND SEDIMENT CONTROLS ONLY. SEE GRADING PLAN ADDITIONAL REQUIREMENTS. A COMB\ !„ EACH YEAR N OF AND, EROSIONMINIMUUM, MAINTAINED EDNHROUGHOUTOLS MUST BTHEN RAINYESEASON (OCTOBER 1 ALL 11RBING APRIL COVES BY OCTOBER 1 OF \ I 2.DISCHARGER CONTACT INFORMATION: \ LLJ \ r \ �• 81+00 i (RESPONSIBLE PERSON) (CONTRACTOR) .'i \ SEE LANDSCAPE PLA S FOR - _ _ _ HYDROSEEDING AND (24-HOUR PHONE NUMBER) /i h I REVEGETAT10N REQUI E ENTS 3.THE DISCHARGER IS RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL WORK, AND SHALL INSURE THAT WORK IS IN ACCORDANCE WITH THIS APPROVED PLAN. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, A WASTE DISCHARGE IDENTIFICATION NUMBER (WDID) ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) SHALL BE PROVIDED TO THE CITY. IN ADDITION, ALL EROSION AND SEDIMENT CONTROLS OUTLINED IN THE SITE'S STROMWATER ? p I I POLLUTION PREVENTION PLAN (SWPPP) SHALL ALSO BE IMPLEMENTED, OR AS DIRECTED BY THE CITY'S NPDES INSPECTOR. • ` { - i, " I l A ' 4.THE DISCHARGER SHALL BE AVAILABLE WITH EQUIPMENT AND WORKERS FOR EMERGENCY WORK AT ALL TIMES DURING THE RAINY •'- ^ p . p I ,� oCD SEASON. NECESSARY MATERIALS SHALL BE STOCKPILED AT CONVENIENT LOCATIONS ON SITE TO FACILITATE RAPID > --- ` _ _ CONSTRUCTION AND MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROLS. TEMPORARY EROSION AND SEDIMENT - - -- - - tom - - - " as r® d7i _ _"" - - - - - - - --- -- - - CONTROLS SHALL CONSIST OF, BUT NOT BE LIMITED T0, CONSTRUCTING FACILITIES AND TAKING MEASURES NECESSARY TO Dill p p _ _ PREVENT, REDUCE, CONTROL, AND ABATE DAMAGE DUE TO WATER, MUD, AD DEBRIS RESULTING FROM EROSION AND SEDIMENT C; ? . ' . . . .-. \ 1 ) _ _T}- $ _ - - _ _ _ - - - - -- - - - - _- TRANSPORT/DEP I - -- OSITION TO PUBLIC AND PRIVATE PROPERTY FROM CONSTRUCTION ACTIVTIES OF THIS PROJECT. Il - - - - - _ yt �11AIEB_ - - - - - yy- - _ . . — 8' WATER S.CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A COMBINATION OF EROSION AND SEDIMENT - �I I-': C © CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE s+00 a+oo F a+oo'. _ _ LIMITED TO: SEEDING. MULCHING. BLANKETS, MATS, DESILTING BASINS, GRADED BERMS,SAND AND/OR GRAVEL BAGS, FIBER -1 - —� - - - '-��� +- -t-�-�.•+•- ,`-- - -_ ROLLS, FILTER CLO , SILT FENCES, CHECK DAMS, CHEVRONS, DRAINAGE INLET PROTECTION. ETC. CARE SHALL BE EXERCISED MAIN STREET I p 1 C TO PRESERVE VEGETATION BEYOND THE GRADING LIMITS. __ F _ __ I (I.E. INSPECTED RESTORED REPAIRED OR - - - - - -- - - - - - - - - - - - --- f { "� ) _ _ - -_- === 6 MODIFIED) ON A CONTINUAL BASIS THROUGHOUTTHE PSITE EDURNG CONSTRUCTION ACTIVITIES TO PROTECT DOWNGRADE - - — — — — — — — — — — - - - - - I PERIMETERS, ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, WATERCOURSES, CURBS, GUTTERS, STREETS, DRAINAGE L AND OTHER TE AND PUBLIC MWATER ANCE - - --ONE - - I-`y 7.TALL REMOVABLE EROSION A CONTROLS, SUCH A3 BLANKETS OA AND SYSTEMS.MATS, SHOWN ON THIS PLAN, AND OUTLINED THE SNPPP (IF A APPLICABLE) SHALL BE IN PLACE AT THE END OF EACH WORKING DAY THROUGHOUT THE RAINY SEASON. SIMILAR CONTROL p DEVICES SHALL BE IMPLEMENTED DURING THE DRY SEASON, AS APPLICABLE, TO MITIGATE DUST FROM WIND EROSION. T- T �TT _ LEGEND 8.DURING THE NON-RAINY SEASON, SEDIMENT CONTROLS, SUCH AS CURB AND GUTTER CHEVRONS, DRAINAGE INLET PROTECTION, SEDIMENT TRACKING CONTROLS, ETC., SHALL BE IMPLEMENTED. IN ADDITION, ANY NON-STORMWATER DISCHARGES ASSOCIATED /�\ \ y ,`.Y--•( WITH CONSTRUCTION-RELATED ACTIVITIES MUST BE PREVENTED FROM REACHING STREETS, CURBS, GUTTERS, AND ALL OTHER STORMWATER CONVEYANCE SYSTEMS. ROUTINE STREET CLEANING SHALL BE PERFORMED BY DRY METHODS ONLY (I.E. STREET p \ / Q �i 1 C, . - - . FIBER ROLL SWEEPING). IF STREET WASHING IS REQUIRED, APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) SHALL BE INSTALLED TO DIRECTLY ADDRESS THE WASHWATER, OR AS DIRECTED BY THE CITYS NPDES INSPECTOR. / \\ / G p GRAVEL BAG CHECK DAM IN / — \ I / • �bcd/ CHANNEL 9.ALL CONSTRUCTION ENTRANCES SHALL BE STABILIZED (I.E. GRAVEL, SHAKER, PLATES, ETC.) YEAR-ROUND 70 PREVENT MUD, \ / SEDIMENT, AND DUST FROM BEING TRACKED OUT OF THE SITE BY VEHICULAR TRAFFIC. D �� \\ I AI / �- GRAVEL BAG CHECK DAM AT 1O.ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, SILT FENCES, DESILTING BASINS, CURBS, GUTTERS, STREETS, l=; o INLET BROW DITCHES, TERRACE DRAINS, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR TO AND AFTER \\ 79+00 A EACH RAINSTORM. DRAINAGE INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING DOWNSTREAM I0 GRAVEL BAG CHECK DAM IN V; STORMWATER CONVEYANCE SYSTEMS. O STREET A � 11.THE DISCHARGER SHALL CONDUCT OPERATIONS IN SUCH A MANNER THAT STORMWATER RUNOFF WILL BE CONTAINED ON SITE G 0O STRAW BALE THROUGH DEFILER BASINOLLS, FILTER EARTH BR,METCT ., OR FILTERED ORMDRAIN THROUGH A SERIES OF BMPS, SUCH AS SAND/GRAVEL BAGS, FEN�' C,, = CONCRETE WASHOUT 12.THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO OE C' \5 \ I I I AREAS WHERE IMPOUNDED WATER, DUE TO EROSION AND SEDIMENT CONTROL DEVICES, CREATES A HAZARDOUS CONDITION. C ® TIRE WASH RACK CONFORMANCE 'NTH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DISCHARGER FROM HIS RESPONSIBILITIES PLAN VIEW TO THE SITE AND PROTECTING ADJACENT PROPERTIES. 13.TEMPORARY OR PERMANENT DESILTING BASINS ARE TO BE CONSTRUCTED, IF APPLICABLE, PRIOR TO GRADING OPERATIONS AND SCALE: 1"=30' SHALL HAVE MEANS FOR DEWATERING TO PREVENT OVERFILLING BETWEEN STORM EVENTS. 14.STORMWATER RUNOFF FROM GRADED AREAS SHALL NOT BE CARRIED OVER GRADED SLOPES. TEMPORARY EROSION AND STAPLES SEDIMENT CONTROLS ARE REQUIRED ON ALL MANUFACTURED SLOPES UNTIL 70% VEGETATIVE COVER HAS BEEN ESTABLISHED OR AS DETERMINED BY THE CITY'S NPDES INSPECTOR. SLOPES MUST HAVE EROSION AND SEDIMENT CONTROLS IN PLACE PRIOR TO STRAW BALES (2 PER BALE) OCTOBER 1. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL HAVE EROSION AND SEDIMENT CONTROLS AS THE CONSTRUCTION WOOD OR METAL OF SLOPES PROGRESSES. ALL GRADED SLOPES 3' OR MORE IN HEIGHT SHALL INCLUDE, BUT NOT BE UMITED TO SEEDING, a 2• PLASTIC L MULCHING, SOIL STABILIZERS, SOIL BINDERS, POLYPROPYLENE MATS, OR OTHER ACCEPTABLE MATERIALS INSTALLED. JUTE STAKE a STAKES (2 PER BALE) NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. IN ADDITION, SEDIMENT CONTROLS SHALL BE PLACED AT WOOD OR I THE TOE OF THE SLOPE AND IN INCREMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF THE SLOPE FOR GRADES OF FIBER ROLL METAL STAKES STRAW BALES 3:1 AND GREATER. 0 15' MIN 2 HG V15.PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED FREE OF LOOSE SOIL, CONSTRUCTION-RELATED EXCAVATED MATERIAL co .12 Di A A STEEL WIRE MATERIALS, DEBRIS, AND WASTE AT ALL TIMES. MATERIAL STORAGE AND WASTE HANDLING AREA SHALL BE ESTABUSHED. EXISTING GROUND 2 APPROPRIATE SECONDARY CONTAINMENT SHALL BE IMPLEMENTED FOR MATERIALS HAVING A POTENTIAL FOR SPILLS OR LEAKS. STAPLE DETAIL CONCRETE WASH-OUT PITS SHALL BE CONSTRUCTED, IF APPLICABLE, AND SHALL BE LOCATED AWAY FROM STREETS AND o WEDGE LOOSE SIDEWALK RIGHT-OF-WAYS. — STRAW BETWEEN SECTION t" MIN FURROW BALES GRAVEL—FIL 16.EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). a � e BAGS IN CORNERS SECTION A-A 17.NO OBSTRUCTION OR DISTURBANCE, OTHER THAN FILTERING BMPS, SHALL OCCUR TO ANY EXISTING PUBLIC, OR PRIVATE, GRAVEL—FILLED BAGS IN CORNERS } STORMWATER CONVEYANCE SYSTEM DURING RAINY SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. A FIBER ROLL F CONCRETE WASHOUT N I&FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE TO ELIMINATE, NO SCALE PLAN NO SCALE REDUCE, AND CONTROL EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS DURING CONSTRUCTIONS PHASES. THESE MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; EARTH BERMS AT THE TOP SLOPES 70 ADDRESS SURFACE RUNOFF ; EROSION CONTROL BLANKETS; SEEDING OR MULCHING; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS CURB CURB AND FIBER ROLLS TO FILTER RUNOFF; SAND/GRAVEL BAG PROTECTION AROUND INLETS; AND APPROPRIATE GRADING TO DIRECT RAW e O RAW E FLOW RAW LINE E LINE RAW WERE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS 1I 1I ERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. R�W R�W 19.THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF THIS PLAN DOES NOT RELIEVE THE DISCHARGER FROM HIS/HER GRAVEL 1 RESPONSIBILITIES FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE 5 6 FILLED 10' 2. w y.. REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS' FOR APPROVAL. BAGS V,�1 T M z 10 , lt,P GRAVEL BAGS OVERLAP 3 BAGS HI H 3 BAGS HIGH - WEIR� � (3 gGH) qk Z• ONTO CURB 20.THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMED TT2 ' NECESSARY. FILTER I� J� FILTER C C ,1;1 MqX FABRIC ° SAND FILLED BAGS SAND FILLED BAGS FABR C 1 GRAVEL FILLED BAGS (3 BAGS HIGH) of 0 (3 BAGS HIGH) SECTION C-C IN SUMP CONDITION AT GRADE 3 FT (0.9 M) MIN. RUNOFF TEMPORARY DESILTING BASINS AT INLETS GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS G` SECTION B-B NO SCALE ACTS AS SPILLWAY WITH ENDS OVERLAPPED °f Y SPACING REOUIREMEM (TYP) I 'L SCALE FEET oL O� DAM PACINGF:M Avoltllty1ling ulls costly. SCALE: HORIZ.=1"=30' 6-12% ,QD FT SAS Call " IGmley-Hom �Call� before you � and AsswWw, Inc. n GRAVEL BAGS Bore YOU Dg Engineering, Planning and Environmental Consultants NO SCALE 401 B Street Suite 600 San Diego, Co. 92101 v Overhead Tel: (619) 234-9411 • Fax: (619) 234-9433 1-702-593-6111 1-800-227-2600 'i CONSTRUCTION RECORD DATE BY RENSIONS ACC'D DATE BENCH A41RK V ISS/G Designed By Drown By Checked By _ rowing No. $ SCALE Q�oe vxe MCNgi�^ - RECOMMENDED B� - DATE®7/ C/TYOF TE/NECULA DEPARTMENT OF PUBLIC WORKS w wy 2 SLM TM DJL N Contractor USC&GS BRASS DISK SET IN THE HodmIld ��� oT T Plans Prepared Under Supemsion O1 Tr p��c�NFtR N.E. WALL OF THE FORMER FIRST i BANK BUILDING ,-=p• E;° 6�a�„A ACCEPTED BY., DATE 7 ?t 1 - _ MAIN STREET BRIDGE C-6 ^gyp'°t°r L " �- DATE' Tlxln cE OVER MURRIEfA CREEK (REPLACEMENT) � NGS DESC. J-63 AS STAMPED Viw*w sl7tFa cn�1F \p DKCTOR OF PUBUC WORKS/Cm'£ AE& g�� • o Date Completes �,- STREET IMPROVEMENT PLANS NAVD 88 ELEV.= 1008.10' �•_' R.C.E. 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N44"\30'29"E 41.6 7' 8" CML&C 12 GAGE X w 00 a- ( ow ­� _jC) IwV) ()LU2 a� I >_ w 0 . * 0 [__� c) I ()� �__ �_ D U) G) N44',30'29"E 160.50' 8" CML& EPDXY COATED 12 GAGE (0 <(-) V) m W I :E 0 w (y_ .0 4.X � C ( w 0 1 n I I V) W Go w �_ �_w 11 Q Z A * CD 00 m 0) :�: (1)0� w -0yzry � y I)f � Uj �_ w 0 - 00 Q N44,30'29'PE 34-83' 8"' CML&C 12 GAGE I (�m('0( w . I I I m n >_ > () 0 0 5<-. -)C) m Ld ( 0 0 1 & 1\Ix I N 13�_j ry co �_ 01f I 0Z-E Of0 �_ 1 7 Ld ��:(J 'q- /1\ LL_ �_ Z �_: Ld� �_ C6 N44"30'29"E _75.36' 8" CML&C 12 GAGE R M jF__ < (0 <Q LL_ b LL1 L-i 6 ( _j 0) I < > 0 m W I_ all �_ Ld I 0� ( + I F-: �_ a 70 N00629"31"W 13.26' 8' CML&C 12 GAGE Of b�-3Z00 ; _j -j- m ( (y 0�0Ld ( I w 0 �_Oooyz w . . . . .... ..H0 = N�.:�. . ------�. F - . Q L0 !�) 0* . . < f-A .;iw'� . I - Lij I ( = [-- w 0 V)00 �- W'c . . �0' ... 0 . :-_Z;,w --, (0 * .. ( 0-_j N I U_ X Z _j < b Z-rwo < N44",30'29"E I 1 8" CML&C 12 GAGE < Z2 LLJ- r-". " � T) zi 'w.1)'. -) - ­t 4,1.41:5f W > + �_ 0[-- ma_j ��: :@) 1 24-27. I .. a�< _:;�: 3�: Q - 2 13w ::)I- . 3 -.:' ' _*j 0 �_ 0 �� 0�_ 00 . - - w14- ft � 0 U) w �-3:00 �_ - JQJ N45"29-'3121.001 6" CML&C 12 GAGE (O f9'"� *V) ,nri ",' '. 0 r1_1 I I C� 1^ r�_ Z � I 1 " 1 1.7-, - U I- 3; f"e) Z-�--0�Ld -.%kv "' 'w , .* V" ' f I Y. F_: to4-0�<Z ED ,+.�__v- - 91 (:) .ct . 0 ,- Uj 0 a . :_ . . .-2. .. - I I (.0 Lj w I �-Ld w� :;�<4�-vy- n < . 6+ . .. Ld --t- TI 0 0 (0LLI N q �_Pr)U, X 0(0 : .. . I , . V A I it # > + T_ V) # > > Uj (6 Z om'wo . Z NOTE- LENGTHS IN TABLE REPRESENT HORIZONTAL I.......... . . V_. rr) . . I I �-: b (j) 0 . Z bj D .. VD, 1. . . _w M. w [Lf.' - 1r1r . > Lr) Z 'w . . . . . 0'.. .- to . . . ow .. ' 00 �_ 0 + I X �- 0 (n :2 + 0 CN Z�-Oaf w I- < LENGTH INCLUSIVE OF BENDS, REDUCERS AND EXPANSION JOINTS. .. �_, . . . . .. . r. 'r . . VV. I 0 <C30+50 COw V) :� - V) :2 / - .- -'O' V .. . . & . .. V .. ' 6. '.- - V1 + V. Z V) ::> . I - X W I (O w +0,a-zm Uj - . . . , ; : .',.8 .. I ill -1 R/W !�2 . .V . . . I I -4- T---< 5� w w (Y r� <�_V) - X . . - - Ld Of � LU (Y- . . . . . ft I DCDA' . . * Q . . w (Y- . . .. . to V ' vo - PP W S dwmw� I . up * I I - - - .. *_ :::_ - - - - . NOTES: V .* V_ - I -------- OH T . - - - =_ - - _____ ___ . - - - �'_- � - - _ - _'. - q� � __ � ______--mommo mmmo .. . �r' fammmm wommmo � G� � --mm --ow 6� 4 memo - amms - . .. . . .. _3 I .. ' .. .. � 0 ­ -�_=. F r- -� I ...t. .w. ..V . .. . . ' -Z- L - - - - - - - 1- 8" CML&C AND CML& EPDXY . V . % . _L" - - - - -- - - '-_ - - -: .'w : I - - -�I / - - - - �_ I - - -L___:_�_ -_. - - - - -IP r6- % .1I - - 4-=;r,=r - - - 9 COATED WATER SHALL BE - . ..­___ f-it ... � __ I / Tr y r : . .. of 1% I . I 1% I . - -'� '_ _ _ - - - - _ _ _ 1A p-1- - - - - INSTALLED WITH FULLY WELDED w_V-1------------F., I .......-.--.-----.--- - � - - - - - - - - - - - - i - - -&% __ - I - - - = . I - - -i N,-/- �I - __w_ -TV _* * - . . L__ k - ...____.._.....____._'_. I-''.... . - . b" WATER JOINTS. EPDXY SHALL BE I*F­' .-e I %....................�'I._� . . .o I OO � I O'. . . . .�v % . . I 1 Q 1 BLACK IN ACCORDANCE WITH Lo 2 / *t' *-1 : - ___ __ V I I _________- I __-11____ 11 _-I - ;F .w. - I INSTALLATION. TRENCH CAP TO RCWD DIVISION 8 SPECS. . V_ . , o. . . 101., I (0 MATCH PROP. PVMT SECTION :: I..- ,"-� +00 * OO ft5 1. . . . 6 V_ I 113+ 3) 11_1 ; . -fit- .''w * I I 1 700* '*100 I I . 0'. I . .j +00 6+00 ' * ' . I REMOVE EXIST. 6 - 1# 0 i I I - - I _.; . 1w 11 - - - ACP AS NEEDED I - . . I I . . - 1 - - -'F-T- . i- - - i - I I -- .* _. 10 2, FLEX TEND (EBAA IRON) OR . . 3+35.00 . . .� -, -.m..o� I I . . **I '. Vt" •* :* '* I ___1 ( I APPROVED EQUAL SINGLE . I—­-o-"--o- I w :.. . I . - - k + * - - _F - - . . ( S�_ _ _-_ _7_ _ _ _ 1_ _ \ - _ - - - - - - - . ,.-I 11_11/// .- .� ���� .I��.-..m­o__"'r'*__'* I- � : :1 . . %�. - BALL COUPLING SHALL BE SAWCUT LINE .. .6-m��-o����� I q . . . up . Vff- ' 1! - , ' . . MAIN STREET I . . ;- ( I I 'Z'/ % ,- . . �. .. . INSTALLED AT ABUTMENTS. / / �*_�:"- =t..:�...��,:.:.. _- _ __ __� . 1p . II U/ . * - � . ----.-------- :'':... ____' ___4____ � & -,,-- . *___ - 1%1*_N'%� . I I 1 7+0,0 SAWCUT LINE SEE DETAIL A ON SHT C-8. I _...._ . . � I -==................... . - . - * ** 00010 / 0 - - - ') to - - - _±= - - - - ��--- -ij���� - .-Ir-___ --W.= . �_ 4 H.P. GAS _ _ -A - J zl�� - - - -T. I "I, - _'Ilw� N 3. CONTRACTOR TO MAINTAIN Emmummmummm"W r - - - - - ,- _��� � ___F - . . ) f- --I 3 t_ - - - � ......................."= w __ - __ - 'Z _____7 - - - - - - - - - - - - - . . .. . . I - I I L_ ___L�- S WATER SERVICE TO ADJACENT I - ---z-7 7- - � - W. .;'V----�-y-4-- -�- - . .1 . _ _ ........ ..... L .. � . V ... . . : ' + - - - - - 11 lol�o I / LOTS AT ALL TIMES AND FH CHILDRENS MUSEUM. F . _ _ _ _ _ _ _ --..- - - - - - - - -QH-F. � - _L _ _ _ - - _ _ OH E - - - -- - - - - - OH -E _ _ _ _ _ _ _ _ _ -11, - - ====- OH E - NOTIFICATION SHALL BE GIVEN 1 T - - - - . I . OH Emy - - - - - - � - _ � � w TO PROPERTIES FOR OUTAGE - Fr--'-i =-I 'I, a . i Uj - - _'*N - - - - - -t- - 0 DURING FINAL CONNECTIONS. - 1 \ I Z < 0 / - -m 7\ S > IL_ mI- < 0V) OfIN\ � 0 co > �_ Z 4. ALL EXISTING WATER SERVICES _� * � Ld --- \ _w - W (O I � 1� � 0Z I4 b IN V ---� " _j Cn J m _I SHALL BE RECONNECTED PER V - �� 0Ir- IU_ 0 (Y- T -j- I 1% .-)r, V) / w w __3 �__ RCWD STANDARDS. SEE STD \ V) 1�I 1 - C * Q� 0 z Ld 2 wLb3:�_ 0 �' / I 0 t----�__ (O 0 C) -4- I \ Z 0 'N' ( or_ 79+50-- [:� 7 . i --- - RW-13 AND/OR RW-14. � I ( 11 < 0 - 2 T_ < Lij 5; (0 F--: I \ 6 ( ( __3 (O 0 0 oLe tr) V) -I r__ o _j X w w �.... 0 " >� N � w rl� X 5. ALL WATER SHALL BE I \ Q o + > U C) 7 00 0 Ir- V) w 00 wv) w X V) INSTALLED PER RCWD TRENCH \ . I I >- C) 2 T�- + \ 0 o X _3 _____� 00 Or_ C) J tX (O v STANDARDS. SEE STD RW-25 2 o Uj I - '�d w < I N W .. * ^ _j _j E W_ U') \ V_ _:;�: I a_ 3: 1 1 la-w- .:�i D mz 0 40 60 1 Ld 0 LL_ �_En \ 0 I 0 ov 0 >- \ >_ V) \ - o Cd _j _j * *�� 0_j _j + co 3� wjf- \ -.5 D � :2 D (b _��7 Avoid cutting underground I 11 I 0 b- fy_I utilty lineq. It's costly. Irmo r1r) SCALE FEET I Q k -V I SCALE: HORIZ.=l"=20' VERT. 1"=4' 1 .. --"' I � I : --� &ERT Kimley�Horn 10 r_ 001 3:: 00 _:�:: �j��l _*ED __.. ' Call=:= before and��ociates, Inc. ED 11 ­ you Engineering, Planning and Environmental Consultants I 0 fj I I I 111,11 O0 1 Bef"o You 1~0- II I/ I \ 401 8 Street Suite 600 San Diego, Co. 92101E W Tel: 619 234-9411 - Fax: 619 234-9433 o Overhead ( ) ( )PLAN: 8" WATER MAIN IN MAIN STREET . 0 m 0 I'll 0 1 SCALE: HORM.V=2V . m .-.--.- ._...___._......_.._.___._..... ......­_-...-.-.. ?" n CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK Designed By Drawn 8 Rancho California Water District I-0 -r-I I Of Ess/���i .y Checked By . Drawing No. . 0 SCALE j! - .. 0 ...- ..... .. ........ .. '11) q%r_ lig'" �/TYOF TE/IlECL/LA DEPARTMENT OF PUBLIC WORKS m 4 SLM TM DJL AP CONSTRUCTION: r-_ '" z N USC&GS BRASS DISK SET IN THE C1.)inContractor Horizontal � . C-D A Plans Prepared Under Supervision Of m N.E. WALL OF THE FORMER FIRST Sg rn L�� -7 LZC�tl f 0 ICV No. 61788 _-a V, o - %k ,--, Inspector BANK BUILDING 1'�=20' � UP. 6/30/113 Enginee� ng Manager Da-te -'- MAIN STREET BRIDGE �- Q _V * '1540'0� " "L4;_ DATE: 71it-/// I . T.. ,E���' 9 . . OVER MURRIETA CREEK (REPLACEMENT) APPROVAL$- A ,x�Ivlaf� NGS DESC. J-63 AS STAMPED veftfcal �,�I ­c 'Sil 4 EET IMPROVEME(Yi'4� W cp .1.1.1.1.1.* 11.1.7.1.** PLANS 0 Date Completed 44mlj- 71011 ,1144111 ... Z - R.C.E. � _I i W W 1`4' 8 11-11 NAVD 88 ELEV.= 1008.10' No. 61788 Engineering Date r cts Da � Operations Oate Maintenance Date WATER PLAN AND PROFILE (RCWD #D1507) Sheet 22 of 38 .......... .....­­_..........-.-.-.-.�������� I .. ..-- ... .. .. - .-.----- ............ _ _ - -.� t I� .1 - .1 I � - � - - I - � - �I� � . - - .I . I I - � I . - - - - - I- I- - - . I I I -I,-; '- I- -_"_ '--"- I ­- ­­ � 7- - � I I � I � _- . i- - � I � i0o- - 1 2 1 '­ I T-.L j,' I - � 13 Ju('o %' r75% ., I _ __"._t______ 1 ­401 1 i I � I 5. 1' I I I I I � 13 7C 1 r� - IQ - , I I I 1_U I �. I I I I I F - L THRUST BLOCK SHALL BEAR CENTER PIPE THROUGH FLOOR BEAM A ON UNDISTURBED SOIL 2000 PSI CONC APPROACH SLAB �CONC DECK 20" MIN 1.5' MIN z 4 � d 8„ SPOOL 26 MAX (TYP) � � a •. 4 L=7' FLxPE EDGE OF TRENCH 4 1•69 � CML& EPDXY � COATED _D 'z rt ml 5 i� VICTAUUC COUPLING L IL jV sSEE DETAIL C .� 4 � Na 8" CML&C � —�EX 6" ACP 12 12" " �2° 24 ...{-.--- • �gg" BUTT STRAP PER RCWD � - --'--- '"--"— I 45.5" � � RW-32 � d .j it t X6 , FLOOR BEAM �d REDU'CER z � a 8" RSGV CL 150 8" CML& EPDXY COATED � 1,75' �-8" CML&C WATER 4' SPOOL L=2' FLxPE D d in A=9 SF MIN � FL X ACP ADAPTER BEARING � p ON UNDISTURBED SOIL \_8)1x6'# REDUCER BUTT STRAP PER RCWD � � � � 4 RW-32 � d d SHEAR RING WELDED TO REDUCER �FLEX—TEND FLXFL SINGLE BALL SEAL PENETRATION WITH REINFORCING PER RW-26A EXPANSION JOINT. SIZE = 8", LINKSEAL USE LS-475—C-12 EXPANSION = 8", LAYING � 12" DIA HOLE IN WALL LENGTH = 45.5', ASSY # 408F11 ` � 12" MIN . a L A � (:A EXPANSION JOINT DETAIL SECTION A-A SECTION X-SECTION NOT TO SCALE D THRUST BLOCK AT REDUCER DETAIL NOT TO SCALE SEISMIC BRACE PER CONTRACTOR TO CONFIRM STRUCTURAL PLANS ADEQUATE CLEARANCE IS EMBED ANCHOR ROD IN DECK A CONC DECK AVAILABLE FOR ASSEMBLY �CONC DECK PER STRUCTURAL DETAILS PRIOR TO CONSTRUCTION zi a LAP WELD PER RCWD RW-33 OR D: d BUTT STRAP PER RCWD RW-32 0.69" W14 — 10" BEVEL AS NEEDED TO MATCH CURVATURE OF BRIDGE 0.69 d PIPE JOINT (TYP) A SEE DETAIL AT RIGHT 8' CML& EPDXY COATED W21 W21 4' •- 7'-619 FLOOR BEAM 70-9'1 (TYP) NON CONDUCTIVE PIPE SECTION A-A UB PIPE SUPPORT DETAIL x-8ECTIONROLLER— SIZE FOR 10" PIPEPROP BRIDGE STRUCTURE TO ACC OMMODATE 8" CML& EPDXY NOT TO SCALE SEE STRUCTURAL PLANS COATED O.D. CONTRACTOR TO NOTE: 16" DIA STD. STL ENCLOSURE CONFIRM SIZE WITH MFR �,5' PIPELINE PRODUCTS OR APPROVED EQUAL 1. PIPE HANGER SHALL BE LB&A, INC. TYPE BRACKET WITH NON CONDUCTIVE ROLLER ,� PAINTED CHROME YELLOW. ANCHOR TO OR APPROVED EQUAL SDWK WITH BOLTS. CONTRACTOR TO PROVIDE WATER DISTRICT APPROVED LOCK. 2. DIP SHALL BE CUT AS NEEDED TO CENTER PIPE JOINTS BETWEEN FLOOR BEAMS � 1" PVC SCH 80 AS SHOWN to 1" AV/AR VALVE 6 PER RW-9 8" CML& EPDXY COATED 4' 1 X 4 BRASS NIP ' NOTE: SAND BOND BREAKER 1" ELL 1° BRASS BALL BUTT STRAP PER RCWD CORP. STOP PER RCWD RW-9 1. ANGLE EXAGGERATED FOR CLARITY. RW-32 APPROACH SLAB 1" CORP STOP 12 PIPE SUPPORT BASE. TOLCO OR 2, APPROXIMATE RADIUS OF PIPELINE THROUGH BRIDGE = 3068' 4+80 PER RW-9 D APPROVED EQUAL (SIZE FOR 1" PIPE) • d --+ � 3" DIA HOLE IN DECK 1" AV/AR CONNECTION PER RW-9 (STEEL PIPE) USE LINK SEAL LS-315—C-4 1 69" 4 4 � 22.5' BEND 4 SLOPE UP U i" COPPER VERTICAL FLARE TO IRON PIPE E PIPELINE JOINT DETAIL IN BRIDGE THREAD. 1 BRASS ELL & NOT TO SCALE BUTT STRAP � BRASS NIP PER RCWD RW-32 1' COPPER AV/AR LINE. ANCHOR TOW 21 WITH INSULATED BRACKETS 24" O.C. USE TOLCO OR APPROVED EQUAL W 14 LE IN W 14 CENTER PPE THROUGH HOLE 1.69° 8" CML& EPDXY COATED W 21 • 4' MIN LOOP #4 •'� .' Z NOTE: OVER PIPE � � � �� (TYP.) d- 1. CONTRACTOR TO PROVIDE SHOP DWGS FOR AV/AR ASSY FOR APPROVAL � '4 BY RCWD PRIOR TO CONSTRUCTION. LO 8° CML& EPDXY �,�� �g CML&C WATER REBARAvoid cutting underground COATED WATER 4 unity l ,.. ines. It'e costly. 6 C R (TYP) AIR VAC AND AIR RELEASE DETAIL SAFETY ALERT � iGmley Horn � N SECTION i ANCHOR BLOCK F ' ��I� � and Associates, Inc. CANCHOR BLOCK AT ABUTMENT DETAIL 2000 PSI CONC NOT TO SCALE � 48 CF MIN CONCBeforebefore you Engineering, Planning and Environmental Consultants 3 NOT TO SCALE D 401 8 Street Suite 600 San Diego, V Overhead Co.�d• 92101 � E . ......... ............ Tel. (619) 234-9411 Fax: (619) 234-9433 1-702-4934111 1-800-227-2600 0 Drawing No. i CONSTRUCTION RECORD DATE BY REVISIONS ACC'0 DATE BENCH MARK SCALE QAOFESS�py9 Designed By Drown 8y checked ay Rancho California Water District CITY iF TE/IJ,aECl1LA DEPARTMENT OF PUBLIC WORKS �1tE M�j` ��y SLM TM DJL APP VED FOR CONSTRUCTION: USC&GS BRASS DISK SET IN THE yo�zontal y °� yO��, z P/ans Prepared Under Supervision Of � �1?Z011� ° T MAIN STREET BRIDGE —' date N Contractor N.E. WALL OF THE FORMER FIRST � � A m =_ o BANK BUILDING � Ep�B/30/13 � ngineermq anager - OVER MURRIETA CREEK (REPLACEMENT) i {x � DATE.' ������ APPROVALS: ��� Z Inspector �,�►�. � �� STREET IMPROVEMENT PLANS a NGS DESC. J-63 AS STAMPED ve�tical `�9T�r � � ll�CAl1F� '1 �a,•�•i4ea::� o Date Completed _ 61788 Sheet 23 of 38 NAVD 88 ELEV.— 1008.10 R.C.E. No. Engineering Date Cont acts a e Operations Date Maintenance Date `�•.����� WATER DETAILS (RCWD #D11507) Y • 4 n MATERIALS AND FINISH SCHEDULE GENERAL MATERIALS NOTES: DETAIL / 5�-IT � w O� !�. COLOR� � FINISH—15�...��. ���.,�...��.��,, �� �•r��� .� ,� . . .. . �1�1 l�C5 . / J/�' � SYM�30L. REFERENCE ITEM .m DESCRIPTION COLOR �. /`�j To 1�DOYItO� 3 (MIN,) LICENSED �30MANITE coNT�CTo1� NT CT01� To VERIFY WITH CIVIL ENC�INEE1�'5 DuJGS, F01� INTEGRAL. COLOR WARM GRAY CONTRACTOR1. Go �► CONCRETE CURB '�YiNCx QU�1�R�Y5TON PATTERN R<N STAMPED TT D15TINCT 5AMFLE5 TO VERIFY COLORS T.e. PENICK 4 SONS, INC. . M�►NIT� 5T�M1� PATTERN GRADING AND LAYOUT INFORMATION ON WALLS, PAVED AREAS, SEE CIVIL coNC1��T�. �0 9rt�� oLSON 01�IY� CONCRETE FINISH. AND PATTERN. 15R10GE CONCRETE WILL 5U1 �►C DRAINAGE AND CONNECTIONS, PLANS CONDO�' TO AL.L. STRUCTURAL SAN D I E00, CA C 800) 2 39-30 � QU I EMENT$. 2. ALL LIGHT F I XTU S SHOWN ARE APPROXIMATE LOCATIONS. EXACT LOCATIONS SHALL eE VERIFIED IN FIELD. ALL ELECTRIC AL CONTRACTOR TO PROVIDE 3 (MIN.) LICENSED eOMANITE CONTRACTOR CONCRETE BANO AND CONCRETE BAND INTEGRAL COLOR WARM GRAY DISTINCT SAMPLES TO VERIFY COLOR T.B. P�NICK � SONS, INC. ENGINEERING TO BE PROVIDED PER TWE ELECTRICAL ENGINEER'S M FINISH.CONCRETE. LIGHT �ao DRAWINGS AND IN ACCORDANCEWITH ALL AFFLIGA L CODES* SEE CIVIL RAMF PAVINGAND PATTERN. BRIDGE T U1 �L1 N DIE PLANS SAN DIEGO, CA (800) 239-3046 SEE ELECTRICAL DRAWINGS.. CONFORM TO ALL STRUCTURAL REQUIREMENTS. ._._._.:..___._...s..... , ; , 3. CONTRACTOR�C T0� T O SUBMIT 3 COLOR SAMPLES�L�S FOR ALL EAST-UEST U00O FLANK PATTERN INTEGRAL COLOR CONCRETE WITH CONTRACTOR TO PROVIDE 3 (MIN.) LICENSED eOMANITE CONTRACTOR MATERIALS, CONCRETE SURFACES. AND FURNISHINGS IN M ATER I LS T. . � NICKONS, INc.VEHICULAR STAMPED � DISTINGT S�M1L 5 To Y �IY GoLo1 DULE FOR APPROVAL �Y RESIDENT ENGINEER � STAMPED CONCRETE 4 NORTH�SOUTH YA�IATIONSor T�N ��(�� � � OUNr5 CIVIL ...A:t . AND COLORED Np = �TTAN. 3�IDGCoN � TutLL9� �� oL50N D�IY�� PRIOR TO ORDERING AND/OR INSTALLATION, SU BMIT SAMPLES FOR »_. OYER-COATUITH � �CTIY 5T�INr f:...... WOODFLINK � ATTERN STAMPED�L N5 CONFORM To ALL STRUCTURAL SIN DI�GD, C� C800) 239-30��CONC ETA_WOOD FLUNK ��� caY�L30 DAYS ��10� TO INSTALLATION. CONCRETE. SEE HARDSCAFE PLAN 50MANITEST�M� ��TT� � �IN15H. FATTER S L1 FORLOCATIONS OF PATTERNS. I 1��QUREQUIREMENTS.. PROVIDE 3 Cr'11N.) LICENSED �oM�►NIT� CONTRACTOR �. S�� SH��T �.-2 CH�1�05C�R='� 1~'L.�N) AND L w5 CSIT� �U1�lISHINGS �" iAN STAMFED ASHLARS FATTERN STAMPED AND INTEGRAL CDLD1� CONCRETE WITH coNTR��►GTo1� To R�R� D 1 I0 5 DISTINCT SAMPLES TO VERIFY COLOR T.B. PENICK 4 SONS, INC, PLAN) FOR LOCATIONS OF: MATERIALS AND FINISHES. SEE CIVIL AND COLORED COLORED CONCRETE Y�1�1�4TIoN5 0l✓ UJ�1�M � COOL GAYS T. ,4N1O 1��TT�i2N. �R�iIDG� CONCRETE WILL 9141 oLSoN I01�IY �N�7 �LU�S WITH MICA T�-IiioUC�xlr-�{OU C80Q>) 239-30�ro PLANS CONCRETE A5HLA1� o � STRUCTURAL SAN D IEGO, C�4 S. CONTRACTORS TO PROTECT ALL EX16TING TREES ON SITE OVER-COAT WITH R���►CTIY� STAIN. CONFORM T ALL 1�,�TTE1�cN � DURING CONSTRUCTION PERIOD BY ROPING o1� RESPECTIVE oM�N i T� ST.�MR� PATTERN FINISH. REQUIREMENTS, A AS. ALL DAMAGED T E5 SHALL BE REPLACED WITH 46 CTO To 1�'�cDYlO� 3 CMIN.) LICENSED �oMANITE coNT1�CTo1� Ox SPECIMENS AS DIRECTED �3Y THE LANDSCAPE ARCHITECT. AND �►SHL�4R� R��TT�1�N ST�M1w'�ID �►Nn INTEGRAL COLOR CONCRETE WITH CONTRACTOR � ;.. � Y�HiGUL�1 STAMPED Y5 15TINCT SM1�L5 To Y1�IFY COLOR T.B. 1~='NICK SONS, INC, s. .f:... � S�� CIVIL o CONCI��T�- CoL.o1��r0 coNc1��T� Y,�1�I�TtoNS o1= UJ�R�M � cooL. G1� D ...,s...._.: ..... COLORED D .__ ,...: ;. ....; : UGHOUT. AND PATTERN. BRIDGE CONCRETE WILL 9`��� OL.50N 1��:IY� .. MICA C� T�-�R�o �. S�� 51��C I�I CST I ON5 lrOl� ,�0101 T I ON�L IN�oR�M�T I ON. ..,..,.: .... -PLANS ASHLAR PATTERN AND �3LrU�5 UJITI-I I CEO C� C800) 239-�30�� WITH ACTiVE STAIN. CONFORM TO ALL STRUCTURAL SAN D � , ------- --- OVER-COAT UJi R�� �OMAN i TE ST,�MR� PATTERN F IN I5H 1�EQU I1�EMENTS. �i. CONTRACT OR SHALL TWOROUG�HLY FAMILIARIZE THEMSEL�1E5 WITH THE SITE �►N1O WITH THE EXISTING FURNISHINGS SUCH �►S �'���� TO ELECTRICAL ENGINEERING N/� NGH M�i� CASE, ENTRY 1�'ILL�1�5, STREET L�►D�'11r'S, S DETAIL SEE DETAILTRELLIS, E3� , STREET L�M1� �� 1�L�N5 1=01� 1�ixTU1��5 �N1O ADDITIONAL A/CBaLLAR�05 AND TRASH 1ECE1�'T,�►GLE, Lw3 REQUIREMENTS 8. BASE INFORMATION, INCLUDING THE LOCATION OF: PROPERTY ' THICK 1�R�OY11O� �HOR� 01�UJINC�S � SAMPLE iC1�G 1�DG1C LINES, EASEMENTS, �3UIL�DINC�S, ROADS, AND CU1�5 H�►5 BEEN WITH c._ , r RED MOUNTAIN FLAGSTONE, 2 L_ � , . CONCRETE 1~'L�►NT�fi� WALL UJI i� O� STONE CLADDING, STONE CAR=' AND �100 N. TWIN o�4K5 VALLEY R�D,�L7 RAISED PLANTER WALL CLADDING, ACCENT BANDS CL�1ODO11�lC�. RED MOUNTAIN FLAGSTONE, PROVIDED E3Y THE CITY O� TEMECULA. MAKE SITE VISIT TO VERIFY D/E STONE cL Dn ACCENT ��►NL05. REFER To STRUCTURAL 5�►N M,�1�Co5, CA 920&9 MINU5. SITE CONDITIONS. _,� WALL CAR=' AND UJ�T�I�R�R�001�iNC� ENGINEER R�'L�4N5. C�i6OrR44-1036 L ACCENT �NID S: STACKED RED MOUNTAIN " THICK CK S. GCONTRACTORCONTRACTORI S �51�ON51�L� FORACCURATE L.00AT ION OF:FLAGSTONE, 12 UJAT R 0OF ING: TR EMCO COMMERCIAL CURBS AND WALKWAYS, AND FOR MAINTAINING FROFER SEALANT MANUFACTURFER'S LATIONSHIFS To 1�'1�C.aFER�TY LINES AND E�►B�MENT90 R��R� REQUIREMENTS 10, THE CONTRACTOR SHALL VERIFY THE LOCATION OF: ALL SITE N �,CG 550R�I 5 UTILITIES PRIOR TO BEGINNING DEMOLITION AND REMOVAL. THE 1�1aDYliO� SHORE DR�,�UJINGS. WEIGHT o� U1��� , URBAN ACCE55ORIE5 5J-Cl MATCH EXiSTiNC E. 15TH ST TACOMA, WA 98421 CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORI< ,ANY 1��MDY,��L� �oLL�R�1O5 � BOLLARDNOT TO EXCEED r OL�35. 8��� � , REMOVABLE 15oLLAR�DO IN BRONZE -11-401-0488 DAMAGE TO UTILITIES WHICH ARE TO REMAIN CAUSED 15Y ANY L meI 0 J4 RECREATION REPUBLIC iG PERSON, VEHICLE, EQUIPMENT OR TOOL RELATED TO THE 160--690-4030 EXECUTION OF THE CONTRACT SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE CITY OF TEMECULA. TRASH RECEPTACLEMATCH EXISTING MATCH EXISTING PROVIDE SHORE DRAWINGS, N/A11. ALL DEBRIS CREATED BY LANDSCAPE CONSTRUCTION (0i'l H L-4 OPERATIONS SHALL BECOME THE PROPERTY Or- THE CONTRACTOR UNLESS OTWERWISE NOTED AND SHALL eE CLADDING: REDREDMOUNTAIN FLAGSTONE, PROVIDE SHoR� DRAWINGS 4 SAMPLES KRG RO DISPOSED OFF THE JOB SITE DAILY IN A MANNER ACCEPTABLE TO ENTRY PILLAR MATCH EXISTING 1 a MINUS. _ OF STONE CLADDING, ACCENT BANDS, 100 N. TWIN OAKS VALLEY ROAD THE CITY OF TEMECULA. � COR�TEN CAR ' 4 5TAINLE55 STEEL SAN MA COS, CA 92069 ,� �GC�i�IT ��►NID S. STACKED RED L C�160)` 44-103f a ,� S. R��1=�1� TO STRUCTURAL PLANS. 12. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE MOUNTAIN FLAGSTONE, 1-2 THICK I M G� i�1r?OYI�� S�O1•-' 1D1::�►UJINGS � 5�M1�'L.�S SCOTT 1��NG� ALERT (U.S.A. 1"WO-422-4133) 48 HOURS PRIOR TO ANY MATCH EXISTING, FINISH ON STAINLESS N AVE EXCAVATION. CUSTOM of RAILING 4 GRAPE AND ROSE 921 GRAND RAILING STEEL GR�1�� AND ROSE IMAGES TO C C CARLSBADD CA 92008 FINISH ON �,�N LS. = To STRUCTURAL 'LENS. 13. VERIFY SITE INFORMATION, INCLUDING PROPERTY LINES, ,��, MATCH ST�INL_�55 ST��L SIN �1� L 3 L (�160)�120-3�i6� PILLARS. ROADWAY CURBS AND GUTTERS, UTILITIES AND OTHER �xiSTINO ENTRY �. AC INFORMATION AFFECTING THE SCOPE OF WORK INCLUDED ON THESE RETAIN REMOVE, S,�Y� AND I� INSTALL. REPLACE N/� TIN REFINISH AS 1 REOU I RE D TO RE TS WOOD 4 HARDWARE DRAWINGS,INGS, iF ACTUAL SITE CONDITIONS VARY FROM WHAT 15 T1��LL15 S,�LY�G�� EXISTING DINT ,�N0O �!�!� DAMAGED I''��' rEe1 ORIGINAL A1~'� EARANCE. 1� 'WITH NEW TO MATCH ORIGINAL, INCLUDING 5WaUN ON THE LANDSCAFE ARCWITEcT15 PLANS, TWE t-3 FINISH FERN ORIGINAL WEATHERED COLORATION. CONTRACTORS SHALL CONTACT THE RESIDENT ENGINEER FOR D11EcTiON ON HOW TO FR OCEEDO. I N ��R�''iOY�, S,�Y� AND i::E--I NST�►L L. REPLACE N/A REFINISH I SH �5 REQUIRED TO RETAIN uuoo00 � HARDWARE U1�R�� SALVAGE XiSTINC ALL DAMAGED PARTS, 14. THE CONTRACTOR ACICNOUJLEz]C-�E5 AND UNDDE1�5�"AND�S THAT ,.._, ..., 1 H BENCH 01�IC�IN�L �+R='�'��R�NC�. FAINT AND ...; _...: WITH NEW TO MATCH ORIGINAL., INCLUDING THE GONTI�CT DOGUM NTS MAY INDICATE INC01�1EGT DATA, L.-r 3 L..�, D=IN 15H PER ORIGINAL WEATHERED COLORATION. Ef;RRoRa, OMISSIONS, CONFLICT$, AND/OR INCONSISTENCIES. SUCH DEFICIENCIES WILL BE CORRECTED WHEN IDENTIFIED. THE REFINISH N I SI�-i AS REQUIRE[) TO RETAIN REMOVE, 5 AYE AND ROE-INSTALL. REPLACE N/A CONTRACTOR AGREES TO CAREFULLY STURDY AND COMPARE THE SALVAGE EXISTING ,ALL DAMAGED PART$, WOOD 4 HARDWARE INDIVIDUAL CONTRACT (DOCUMENTS AND REPORT AT ONCE IN r5 M�►1� CASE o1�IGIN�L �R�R���R��NC�. R��iNT �N1O WITH NEW TO MATCH ORIGINAL, INCLUDING WRITING TO THE RESIDENT ENGINEER ANY DEFICIENCIES L- R�" 1� o1lOiN, L. uu DTI-•I R�ERD COLORATION, [: SCOYE DD THE CONTRACTOR FURTWER AGREES TO REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND TO REPORT AT ONCE ,ANY DEFICIENCIES DISCOVERED. ORIGINAL SCALE OF FULL SIZE PLANS ABBREVIATIONS: (INCHES) AC ASPHALT RAYING MIN. MINIMUM Conk. CONTINUOUS D.C. ON CENTER O 1 2 3 DIAMETER F.A. PLANTING AREA 1�►jrr INI r REINFORCED 01�C�r�D E.J. EXPANSION JOINT .. H rE.J. HIDDEN X ANSION JOINT SHT. SHEET 51M. 51M I LAR HT. HEIGHT i T OF WORK SCE. SQUARE .......... f �� �� 3916 Normal ShedL.O.W* LIMIT TY TYPICALSan DD CA '1t 3".�. r MAX, MAXIMU M .. 619,294,4477 . .... . ...... M� ... . ..... ^1.:..1N: f:.::X:. •.M:.Jl f:l.•h_f- Jf:li:-':.ti'rf:flll.' �1f-' r':Y::%h•:tiM:N::^::N::.::^f:•:N.......�r.::::^d.1::r:Y1::1'.'::'.'.'.'.�.ti'1�'. .::ll:�PP:N fnac 619,294,9965 Planning+ Lampe Architecture N. 0 Drawing Afo. Designed By Drawn By Checked By - C17"Y 0j' A�/yA,ECL&A DEPARTMENT OF PUBLIC WORKS ACC D DATE BENCH MARK p�NDSCAp �� - - DATE: CONSTRUC17ON RECORD DATE BY REVISIONS SCALE �. F RECOMMENDED BY.' . q TO S KW AMER S BRASS DISK SET IN ° &G Plans Prepared Under Supervision Of P /NCI AL ENGINEER L - 1 Contractor USC F THE FORMER Honzontal P P � 0 DATE:• THE N.E. WALL O ACCEPTED BY MAIN STREET BRIDGE OVER MURRIETA CREEK FIRST BANK BUILDING ^' No. 2342 'U R Date CUNT PUBLIC WORKS CITY ENGINEER (REPLACEMENT) Inspector 2 28 13 NGS DESC. J�---63 AS STAMPED vertical Exp' M""" w"" CONSTRUCTION LEGEND s et 2- ; NAVD 88 ELEV. = 10D8.10 �lF ��� R.C.E. I',lo. 4�109 Date Completed of G A�- R.C.E. No. SYMBOL KEY DESCRIPTION SYMBOL KEY DESCRIPTION CONCRETE CURB PAVING ASPHALT (SEE CIVIL ENGINEER'5 RAWING5) CAST IN PLACE RAISED CONCRETE CONCRETE BAND AND RAMP PAVING PLANTER WALL WITH STONE CAP AND L CLADDING. SEE DETAIL D,,E/L-4 AND ............... SHEET L-1. VEHICULAR STAMPED WOOD PLANK ------ PATTERN- EAST WEST DIRECTION SEE MATERIALS AND FIN15HE5 SCHEDULE, PEDESTRIAN STAMPED ASHLAR PATTERN. _F VEHICULAR STAMPED WOOD PLANK PATTERN-NORTH SOUTH DIRECTION VE141CULAR STAMPED A5HLAR PATTERN. gg .......... ... .... ........ ..... M M ......... ........... ........ ........ .......... .......... .. ........... ........... ........... ...... .......... .......... .......... .......... ........... ........... .......... ...... .......... .......... ......... . ........... ......... ....... ... ........ .......... ........... ........... ........... ........ .......... ........ .......... . .......... ...... ..... ........ ..... .......... APPROXIMATE LOCATION OF REMOVABLE 5OLLARD5 (TYP.) EACH SIDE. SEE EXISTING TRELLIS 4 MAP CASE DETAIL I/L-4. TO BE RELOCATED RELOCATE EXISTING MAP TRAIL FENCE BY ARMY CASE. SEE DETAIL B/L-.3 RELOCATE EXISTING TRELLIS. CORP OF: ENGINEER$ (TYPd 4 SITE FURNISHINGS -3 (TYPJ 4 RAISED PLANTER, SEE SEE DETAIL al/L PLAN L-5. PROVIDE ENTRY PILLAR, SEE DETAIL D/L-4 SITE FURN16HING5 PLAN L-5 COY ELECTRICAL CONNECTION .............. -------------------- ETAIL F/L-4, (TYP.) ...... FOR LIGHT FIXTURE. SEE . ..... .............. . ............ ........ ............. RAILING ENDS ADJAe,EN .............. BRIDGE RAILING, SEE ..................I... ....... ELECTRICAL PLANS. ............ ........I.......... TO RAISED PLANTER, SEE .............. .. ........... DETAIL C/L-3.. G/L-4., (TYP.) ------ .. .. ... .......... ........... ............ ...... DETAIL G/L-4 FOR RAIL EX15TING WALK, (TYPd .............. ... .. ...... ---—------- .... ..... ........... CONNECTION TO BRIDGE ................. ..... ....... ......... ....... STRUCTURE (TYP.) ............... ....... .............. ............. .... .....................*:...... ................. ............... .............. ........... . .............. ..... ............. . ........... ...... ...... ........... ...... ...... ........... ........... .............. ..... ........................ ..... . ................... ............. .... ......................... ...... ...... .................. ...... ... f... ......i;;;;; ........... .. 01 .......... 01 ............. OA ............ ......................... ....... ...... ....... .......... ....... ------------------- ----------- ................. ....... 7. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ....... .......... ... ......... ...... ........... .... ;... ------ -------------- . ........... tu ........... ............. ....... ......... ............ ............... ............. r ............... ............... ........... ............ ....... ......... .......... i.......... CL <.............. ........... P z", I 1 0 ........... ------ tu .......................... ...... ........... - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................... .....fl, ............ ........ 4 Ell 10 ........... ------- ---ell ............ ..... .............. ------ ................ i� .1­ - ..................... ... ...... ............. ..... ............ ...... ...... ...................... ...... ... ...... ..... ......................... ..... ........................ ...... ........................ ...... ...... ... .............................0.......% ....... ....... ... ... .......... ...... ......................... .................. ...... ........... ............ ..... ............... .............. ........ .......... .......... ................................. .............................. .............I........ ............. ........... ............... ... .. ........... ............ .. .. .. ................ ................. ............. ..................... ........... .................. ...... .................... ......... ........................ CCE85 RAMP PER CIVIL APPROXIMATE LOCATION O� ....... .......... NEW WALK, A EXISTING WALK, ==LOCATE EXISTING .......... ........ ......... ............... ...........................1......... `OX18TINn TR`LLI6 WITH BENCH SEE CIVIL -------- (TYPd TRELL15 AND BENCH TYP# .............. ..... ................... DETAIL E31/L-3 4 SITE TO BE RELOCATED PLANS MITER STONE CAP6 AT ........................................ 'I'll............. ... FUf;ZNISHING5 PLAN L-5 ............ ......... 71- CORNERS (TYP.) OTONE CAP (TYP.) ... ..... ...... TRUNCATED DOMES, SEE REMOVABLE BOLLARDS ORIGINAL SCALE OF CIVIL PLAN$ (TYP.) (TYP.) EACH SIDE. SEE DETAIL FULL SIZE PLANS I/L-4. (INCHES) 0 2 3 ......... .......... .......... ........... ...... .......... ... ........... ............... .......... .......... .............. I........... ....... .. ........ ... ........... .... 0 5 10 20 30 6 Noff ml Street ...... ... San Diego,CA 03 619j294A47/7 ............. ........... .... ....... ......... .. ...... NORTH ....... fax o 619,Ocu 9966 1` 10' SCALE. 0 Planninlu"+ Lardscape Archb&ftire Designed By Dra wn Chocked 8y Drawing No. CONSNUC17ON RECORO VA IE BY REWSIONS ACC 0 VAIE BENCH MARK UY C - 4� Sw RECOEXPEO B OA TE: DEPARTMENT OF PUBLIC WORKS TO ES AU&7f07'T_A_R Contractor USC&GS BRASS DISK SET IN Hofizontal Plans Prepared under'Supefyision of ENGINEER THE N.E. WALL OF THE FORMER zvt� /4 L - 2 0= 101-011 U4 ACCEPTED BY: VA TE: MAIN STREET BRIDGE OVER MURRIETA CREEK Inspector No& GR�ff BMW it 3 'Datel DIRECTOR OF PUBLIC WRKS MY FMINEER NGS DESC. J-63 AS STAMPED xp. (REPLACEMENT) Vef U00/ Date Completed NAVO 88 ELEV. 1008.10 P 47109 Shoot of OF C R.C.E. Na R.C.E, No. t 3/4' PVC ELECTRICAL CONDUIT J r r NOTES: TWO FRONG G.Fr 1. D UFL E X WITH RE D FAINT � STAIN) AS REFINISH i�l I SIB C 5�N , {rrir:'rr..rr'rr,,.rrJ: •� WATERPROOF LOCKABLE C V ER r 5"vf !• r:r�r� REQUIRED TO MATCH ORIGINAL CONDITION. ELECTRICAL OUTLET TO MATCH �.•f. r� f.•.�r } •Jf}:r::i f.;{:.i::{:r�:�::; Jr•i�_�'f.••:.�..Y.'r.r^f•:r:f�;•.J..{•i.f.�::r::f.r::::._:ir.f ff:f:.i::J.:::i.fi.: 2• REFLA CE ALL DAMAGED FARTS, uooD a X15TINC3Y LITE LINKS, CONTACT SE :...... HARDWARE WITH NEW TO MATCH ORIGINAL MARK 951-301-0542 , INCLUDING WEATHERED COLORATION. ELECTRICAL FLANS 3. S L ' ,4N5. LcTIC�4L CT ICr4 L. F1211 r METAL FLANGE FIFE BRACE. 0 :> CONTRACTOR•::;r TO COORDINATE EXACT WELDED. FLACE 3 1�ER F05T, � o r.;rf CONDUIT 5TU5-OF LOCATION WITH EQUAL DISTANCE. LAND5CAFE CONTRACTOR 4 2'xV ROUGH $AWN DOUG FIR l r ff. 4 4. CONCEAL CONDUIT r:• r.•.• { ::.::: TRIM WITH REVEAL. .:.:.......:.:::::::::: •:r:.• •7 .; r. 2'x4' ROUGH $AWN DOUG F I R r r• •:i:i. J ell 5TREET LAMP TRIM WITH REVEALFLAN ? :v.•: r• 7 Jr �. /x/x 11 X" HANDHOLD 40 'Cti;L } I(:r:}LII}r{.I1}IIL- l�•f r, ti`:.I' y.'•/ •'/ '• '•.r;` '•/ ' MAT •� ',., I ..I .r• '• S y'.ti••-:•':' •: • ' • '• •� I rr •I •'/:�'.;�•/t C EXISTING �' h ••'ti. I., �'-X 10 LAG SCREWS ALL 4 SIDES W1 L. I' .. STREET ,4M ' I ��' ` ' DECORATIVE MALLEABLE WASHERS 1 / �:;.�``:'� 2, Stec AT 18' o.C.,, oLT T�Ii�U4 J/ : .f ti••.//..:..: f - STEEL TU5E. r ?f EXISTING FoST W1 I-�.D. SIMFSON FINISI� '�►1�INC� Sufic , SEE r , ?r 1 J�• w r LIGHT FIXTURE O V T r f �' k3ASE (MODEL OfcB(o ro I-�1 � ARD SCAFE FLAN.. L-2 r ri,:f SHOWN BEHIND TRIM � COM�'�CT 5U f _ - GFI DUFLEX WITH WATE�2FROOF �f/�``j /I I I I J EXISTING TRIM STRUCTURAL 4 �. -.i:.ii:::.::.:�i:.::.::.:.::.�•:.ti.:.•.rr . r �•J L�C T�• I\w►/^�L FLANS .'�:?rl.•:::::::i 4rf rr .�•..•.��� :':'`r:{:ti;. I t ` ?::fi•:f:}:•if%•:vij•i: r ':: }' EXISTING BEAM g EXISTING LIGHT FIXTURE, i i iiti•: ::�.f';�r%rrr :::,r ��:•.;:•;r•::•:::;:•::•::::•::•i J.r.. :.{-:-.:r.{ •-i.is i{::•:f{{ii i?::•:}:}:•i: lffp�f/r��f{f�. •-� .�_ '- _.___ 1w _� _� --�- ��. •_ _ �� I �i' � � :Y:•:i:iirvJ:r:rrrr:•i::•'r.rtir•:.i•ii.::}••:i:tiitirr:••ir:::•J•:ry:i:•:>:•�. fJ�: r:fx:r r:r•�J::rr�r= RELECTRICAL PLANSBANNE� LOCATED ON � �1DC� SIDE EXISTING OF STREET LAM ', SEE SHEET L 2 LIGHT FIXTURE EXISTING FOST BASE TRIM EXISTING LOGO 1 DIA. BY 2 . rs :.DEEF CONCRETE ' r r� � _ >> CONTINUOUS RECESSED CHANNEL. Q' EXISTING DECORATIVE BRACE � _ FOOTING, FEE STRUCTURAL. r . . . .................. TO MATCH E X I ST I NCB, r� ................. :$'::•:•::::ff•}f:titi•:tititi•::;ti f{r,{f.....}:•}}}}:::::r•'r'•;}:•:•}:•;'•:•:•'•}:•::C T YF) NARROW�:.t.:::•:::::..::::::::..::::::.:�::fffrr::::.�:.�.�:.�.�:::::: AT F05T 5A5E TO vY• r l .l•.•:::'rY$$}'rS;:$$::$:{:tiS;{:;:;}:••. X I T 1 .. ::jr:;:;:_"r. rrrr f lr�J•}:.?•.�:::::::.. 1 � � N M M� F05T X X GALVANIZED STEEL CONCEAL FOOTING.STREET LAMP f :. X I5�"INCH M,� ' CASE TUBE SIDE ELEVATION FLAN : ::: r :� TO E3E MOVED ,AND 13 CREEK 51DE OF STREET LAMS' Af= C SE I o NOTES: LLD 0 O 01 oq it S STRUCTURAL �N D ELECTRICAL FLA NS ��T o NOT.6&C SI = ���T L4M ' V ADDITIONAL T IONS •��r DD L. IN FORMATION. �4T ION. r: r r 2. CONTRACTOR SHALL MATCH FINISH, MATERIAL, HEIGHT, WIDTH AND ,ALL DIMEN5ION5 MATCH EXISTING COLOR 4 DIMENSIONS OF EXISTING STREET RE� AND FROFORT I ONS, TO MATCH MALLEABLE WASHERS rA %5TRE E T L Mf=> L AMFS EX15TING STREET LAMF5 ELEVATION N&T&S. 3 " D I A. WHITE OAK TOF RAIL 2 CORTEN STEEL TU5E CONNECT TOE' RAIL TO RAIL FOST 4 SANDED SMOOTH STAINED INTERMEDIATE RAILING WITH COUNTER-SUNK STAINLESS :AND SEALED. SUBMIT 12' LONG 3/4'x3/4' TWISTED SQUARE STEEL SCREWS THROUGH STEEL J SAMFLE. ICiC T FIN. FILL MOLES WITH F S WELDED TO RAILS 3 - UJ AT 0� �1:? O� ADHESIVE T GUST M STAINLESS �� O o S � S5 5T 3 f - L� ��L :��,f 2 X4 MAXI MUM OFEN I NCB ON J : r:¢ MATCH WOOD COLD SU Y <....... ART-WORK WOR#K WELDED TO �'. 1�'1`'L. 11 r' J r. CORTEN FANEL5 TO MATCH ALL RAILINGS. S. SI-IOF-' DRAWINGS AND SUBMIT r J SAMFLES i � �� EXISTING STYLE O� IMAGES ON 2 f l 2 ' SQ. CORTEN STEELTUBE Lry r f -}ti;.r r?r f rr S U B E <.r rl. tf..fl 1� F LL R5rALTERNATING f1�f?�f:r1� r:���f :< rJ ENTRY I ::; : E30TTOM RAIL .: 13 STAINLESS STEEL ROSE 4 G R' FE r'l :::r r. r Gf;ZA E AND ROSE IMAGES WITH ARTWORK WELDED TO CORTEN ••J r.ir::..J:.. , BLANK FANELS IN BETWEEN � SEE STREET L,�N1�' DETAIL S;: •:; , , .' •r r STEEL FANEL (BEHIND) l J rrf v f EACH IMAGE. SEE SITE TAIL--3 ,AND EL�GTRICAL FLANS r'J • rr Jf r r - FU�IISHING5 FLAN L-5 FOR J h•.,. i i� IMAGE, SUBMIT SI-IOF l• •�r }.:�;.. BANNER, TO MATCH EX15TINC�r l'...•;. rlfi:.,•...•....:.:.:::::•is i:•is m::i}}}}}::: }}}y :::•:::r, ..... ::'r✓:i:•i:fi. l�•:................................................................................ LOCATIONS.OHS. 5 N 1 '••r:ati•�a?:= :}};}}}:.}•:::.}:a :.:a•i:':::'::•:.}::.}:ii:•ii:•i:•}:•:i:•ai•:•i::.iati �;•• L �� LEGEND, L 1� UJ I N S AN� C� SAM D 1~'LE :own I 0 .rfff •f Jv,::. ..rf, r./.J... rJ, :...::f�:••ir:r.irrr r.r�„fr rr •rr!lllJ.lr. LOCATE r.: ••:4:�:i'•::•::�::ti.titir LOC AT ON NS I OF 3 BRIDGE E9 STAINL�SS ST��L � � •. • L . S DETAIL IL /LN=OATioNr . r ROSE IM AGE, AG SUBMIT SHOF r r f AN ..... .... DRAWINGS 5A J, r. ... S� CONNECTION D 1~'L� 1 l � AIL C ION r r 3 SQ. CORTEN N T T O 5 U • x 7 �L �3� h .f. .J• '• 3 I f �..h. .: .. .. .. .:: .::: .. :. X1STINCH TRELLIS WITH BENCH TO ti. I I I I ti: ti. COST NOTE: GRAFHICS FOR CUSTOM ti A .�- I MOVED AND RE-INSTALLED ED M fNe ti, .. :.h ::. .:. •.f ..., u10 T r I j I1/� SOLID CORTEN STEEL ART �'C O 5E REVIEW x, S ' L I 'AN L 5Y RESIDENT ENGINEER �,�/ ,/5 ••: ` .rr• '•`K+ '•� nr!!�.rrl�•r+�r��, r'• :'./, f'•:'-.f ,�,� ,�.T• ,p• /••• i 77 r•• ,• � 2 �3 EXISTING FOST W1 H,D. SIMFSON EXISTING FOST BASE TRIM COMF ACTED SUS r' DE FEE OSTS (MODEL STRUCTURAL ENGINEER ��� _ I � m I #18 DI�. Y 3 D�� ' CONCibTSHouNBEHIN TRIM 5 CURE BENCHTO � AYINC m ':•...: x r. EXISTING TRIM FOOTING, FE R STRUCTURAL. .. ..... .................... ....:......:::.::::.::::.:::::::.....::.:....:..:.. FER DETAIL H/L-� „ ORIGINAL SCALE OF 4 NARROW TO 12' SQ. AT FOST I � FULL SIZE PLANS EXISTING BEAMFOOTING. � EXISTING BENCH, CENTERED�3AS� TO CONCEAL 1 E EACH WAY AT F05T3r SEE SHEET (INCHES) 401 �o EXISTING FURL INS FIN16H FAVING SURFACE L-2 FOR LOCATION OF BENCH. 11 EXISTING DECORATIVE BRAG 4 MIN. 12 o 1 2 3 NOTES: g 31 m I. REFINISH (SAND, FAINT 4 STAIN) A5 .. ELEVATION N*Tr�rREQUIRED TO MATCH ORIGINAL CONDITION. A 11 1 ri �1 2. REPLACE ALL DAMAGED FARTS, WOOD 4 N HARDWARE WITH NEW TO MATCH ORIGINAL, fRIC) r= f R IL f 3916 Nomnel Sbieet WEATHEREDINCLUDINWEATHERED COLORATION. r u i u .; San Diego,CA 92103 J �� E L. .� TIG��I 3/4 1 � 1 . 9�94 {rrr}}::; m 2 .:r frr..r .... v r Chi}fir:. }} r7r7.:�ri:•r: :::r::�::::r}r}:v?rrfr:vf::rirr�:• ,4477 � 1 •O r v:rr'rr:f:r:vr:r:rr:5 6 �24* 9965 Planning+ Landscape Arc hkcture CONSTRU00N RECORD DATE BY REVISIONS ACC'D DATE" BENCH MARK NDSCA Designed By Drawn By Checked By SCALE �.� pF _ � Drvwrny► No. RECOMMENDED BY.- DATE:a C/TyAF TFjfAFCl/ DEPARTMENT OF PUBLIC WORKS Contractor � � o TO ES KW ._ Q USC&GS BRASS DISK SET IN THE N.E. WALL OF THE FORMER Horizontal plans Prepared Under Supervision Of PR/ CIPAL ENGINEER FIRST BANK BUILDING J Inspector N°• ACCEPTED BY: .5 DATE.• � �� � - - WbRKS G Bun MAIN STREET BRIDGE OVER MURRIETA CREEK NGS DESC. JL - 3 --fi3 AS STAMPED �` Exp.2 28 � � Dote RECTOR of PUBLIC WORKS CITy ENGINEER Vertical O3 (REPLACEMENT) Dote Completed �' �Q' •••• �.��_� F .� :: •••MN••N�W NAVD 88 ELEV. = 1oos.10 9rF o �.�`�°� 47�09 � � CONSTRUCTION DETAILS-1 A R.C.E. No. R.C.E, No. � .� ETAI L� 1 sheet_ 2(3 G(38. 'i: �r CREEK 51DE g G 1 O O O O O f O O 0 O O f J r 1 Yrr f f Nfr'r O ' + 'f'J O O �� .. .. .. �� f�j Y} rr r W��ff, f�•!r�f �Y• � +•r 12 r' f r0 ! }l! .. .. ! r O f O O 4 13 ..... ....... or fJ i:i7 --� -�. w _ O O O o o O v O Nk" STREET 510E ;:;.r: N.T.S. N.T.5. JA IMAGE LOCATION : .. '.., �.+...f D 1 GR�4MMAT I C PLAN N.T.S. r s......,r- (D . • •,_'..: ;:,,' :•. : ;..: CUSTOM CORTEN CAP AND FINISH GRADE. SEE CLADDING To MATCH HARDSCAPE PLAN, L-2 1� EXISTING ( ) STAINLE58 STEEL ROSE IMAGE CUSTOM STAINLESS STEEL TO MATCH EXISTING. 1 3 � r ROSE AND GRAPE IMAGES. rn 11 STAINLE58 STEEL GRAPE 4 - SEE DIAGRAMMATIC PLAN IMAGE TO MATCH EX15TING (RIGHT) 00� LOCATIONS.oNS. SEE MATERIALS LEG-SEND, LOCATE ROSE IMAGES II I 1 WALL CoAP, SEE MATERIALS S 1/2N MORTAR SETTING 5E"77 L-1, FOR FINISH INFORMATION PERPENDICULAR TO STREET 3 LEG-SEND, L-1 OPEN BOTTOM OF PLANTER TO ACCENT BANDS: SEE LEGEND, � 2 FIN151�DE0 GRADE IN PLANTER PROVIDE DRAINAGE. AAERATE 4 MATERIALS LE � D, L-1 LOCATE GRAPE IMAGES PARALLEL TO STREET SOIL TO 18' DEPTH. ROOT BARRIER, DEED" ROOT � STONE CLADDING: SEE NOTE: REFER TO STRUCTURAL �t URBAN LANDSCAPE PRODUCTS Q) ACCENT BANDS: SEE MATERIALS LEGEND, L-i PLANS. PROVIDE SHOP MATERIALS LEGEN L-1 OR EQUAL. MODEL �5 18-2 4 / PILLAR-MOUNTED L IC�I�TINC•� DRAWINGS AND SAM�'LES FOR ELEVATION VIEW OF PLANTER UB 48-2, OIL EQUAL. COMPACTED SOIL, PER REVIEW. NORTH-EAST CO 11 TO EVENLY ILLUMINATE LOCATED AT No TN R � DER MIRADR IN DRAINAGE (CUJ STRUCTURAL PILLAR SEE LIGHTING AND OF BRIDGE LOOKING WEST f fir• Y 0 r� � f � rr•fr+::•:.f. MIRADRAIN 9000) OR EQUAL. ELECTRICAL PLANS SEE STRUCTURAL PLAN FOR f.f. •:f�f f+f rf.:.�. � TREMCO COMMERCIAL f . :•r:i.{•:... . � 'rr:r::::..::: ............:.. .. / •}?- 'y''': •:f•. •S •.t:};r•r:•.' .f+J:}}}7}}v:•::;n r'ti r: ;'rf. r� •.r:.' r.•:.$•.•'r.'• �r"r}::�}::Y{. :.}_•: SEALANT CT �'E1�'1�~ ROOF 250 }f. CLADDING. SEE MATERIALS ACCENT BANDS: SEE �j PAVING PER I�ARD8CAPE 1 � n• . •�. r.:Y. �::�,{•::• ! ri•rr:fr'r}r..,�•'••ir v.. GC), /R EQUAL L 1 MATERIALS LEGEND L1 PLAN L 2 •✓r +''$ .r$:•: ++r:.f.}t. .: :is'',' rr:+f y.:,v• •rn•.. r:r::•.:ti.x?f MATCH EX I ST I N� fry :: � } '' � >rtff f ir. }:�::•: f. :.•tav:.i..rr:. } . .J f�'rf• � frY•^ } •1:•�rf�'•�.?:r: J • rff• �f' f', f ry:•:f} :;$�'?. •r•"f.;yr rlft$: r r r':,rl �r� rr t r r r r::�•; CONCRETE WA LL AN FOOTING 1� EXPANSION JOINT/ ~ E R �:r�:�.;f�$?.frff�f�ft.f.rf::tf,}:::• !��';••}::.+•.,..!..:•;;:%�::'r:;i:•:�}•?:}.•:-�:'.;'ri'.v{:'ll+C.i.. •}1?v.:r:v:f r.r•+.f.rr?rr-.}X::.:t.r t.fiJCy'r r f.+UALL CAP: SEE MATERIALS PAVING/ PER HARDVCAFE .r fr::-•:�::+rr fl rr��fJfr r�r::f ff'Jtr�f:sr?+r,^�. f•:J�rfrf�'!f f'rr�•r�.�!��f rl rrnf�'f�!'x}f��r��rf r•rrf'�.'�,,-.+fff��f.l?�l�l r.,.rr.:r4..rf�'.�:•r..r r•:::r..frr?Jr{:f.•.;{•}t;.Y:f!,/�:}r{r•"{'r v:v.r..:..:�;.fi:r;f :i:'r:.'r:.•�r ��f�r'.t.f.:r�}$:%:':::::;:?J,.. .f.:�'r'}w;•.{•l�:�;t{.�l�r.. : J f l+J• fJf. r:��+f f�� PER ::fr: J%;;.•:i:::: - :$:!_}f f s f. r}::.srf ffr✓. r rr ! !'r .Y!-•. STRUCTURAL ENGINEER i. :rftt..�: :.?�f':}::•:S✓.. �`'.f-:- -:-t.... J?� .rr:.•f• ,r',rr� f� ffl f,.:.} :r •:r� ' :Y.i r. '•:.. f-•�:+f:}: ^.^r.:t^}. rrr•� ! l .'r. •:r T �• r.f + •:ir�:}:•?:}::}:?; f�.�' ..;}. f{•:rf•.���•f f r'J f r UG UI v�L �,p�,••.�..�,• •. //fir :;r,:/ {-:• •:}$i:•.vrflr f'•:, j?Jr f rr:f f?ti f: f+f$•: LEGEND, L i• MITER STONE PLAN L f r r J }:tiiti }:}:::::: : :•.}... r...n.......rf 1 rf•rfrrfr r. + ' i:.�:.:�:::::::::::.� •.�{!.:• - r:•:..:•;t.....:rn•."rfr.! rr rf':- �+:ram :Yr'!•:%.}y?Ytiti:ti j}:.}•:5.:7::?:i :::: :.{:y}:7X.- ::•}$'�tt.}•::}rf�.;r}{:J:: J + r r,.;:� ^f•r.}' f y_I�;.; ./.;ry. /i•:::•:::...;..;F;'::r!:.:':�'':'''':' rf. ���• � fr•}'r CAS' CORNER PIECES, PER � CLADDING: SEE MATERIALS � T STRUCTURAL . ........................ ..... ............................... . . .... NOTE REFER O S RAL MATCH EXISTING ENTRY PILLARS .. HEIGHT, PER STRUCTURAL LEGEND, -1 �lARDSGAI�E PLAN L 2. 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NOTES ON SHEET L-1 rs f .rMJ�, FULL 51r='�1� WIRE �R�01�'IX I ST INCH 8 i .,,• I ., 1.% ? r' 3/4' f VALVE BOX AND 1�UN WIRE AND THE 1 f f 5 3/4' r f,- r � + / : + f o COMMON WIRE TO NEW VALVE 535. ,I f , f ' , r• � j f • ' ' 4 % F + ' f % + i `r Sij r % f � i SS f �' f f . rS rrrrrr rrr Jr:rrrrrr:r-•rrr'•.:r ' : ; 1. I 11 Qi r 1 1 1 M TIE INTO EXISTING SYSTEM. FIELD REPAIR 1: I �N ,�►CDISRUPTED 5 Y5 O1„t 1. U 1 1 1 1 s I. L.O,W, D 1�1�L F'R�4 1�IfsMfN UJ UJOR�C r4ND 1�1�41� SURE NEW HEADS , • r 1. ` M s1. ARE MATCHED IN PRECIPITATION RATES TO / r S r % i; r; r ; THE EXISTING MEADS. ADJUST ALL SR�R�41'S ' ;; 11 FOR COMPLETE COVERAGE. s I € - I I +"I ,I 0, ,I I ;+ REFER TO GENERAL NOTES ON SHEET L-1 I� � 11 I �, t I 4 : 11 f 's r rf S. ' I f rr. ..rrr rrr ,,.,., ...3.,,... r1f r• "'. ..rrrrr f; 'r .. . ,.r .. .'. '..._ ""- .rr .,. .. ...".., rrr rrr ,1...1 r. rr ow,IJ, I . % r. .....r. rrr... ..'.'. f• 10 11111111111 � �11 ® 1111 ® 11 �1111 11M , ss f : s %s s ;/ f I f f f s sf .4 r rI .. . RE F E RE N G E; NOTE6-0 I ORIGINAL SCALE OF FULL SIZE PLANS ( )� (INCHES) IRRIGATION PIPING TO THE LANDSCAPE 1. SEE SHEET L- 1 FOR IRRIGATION LEGEND PLANTER LOCATIONS. AS REQUIRED.,ED, AND NOTES. PROVIDE 2' D IAr PVC SCSI 40 SLEEVE 2r SEE SHEETS L-S AND L-'3 FOR IRRIGATION THROUGH STEEL 51DEWALK RELATE AND 0 1 2 3 SIDEWALK CONCRETE TO PLANTERS. DETAILS. INSTALL FVC PIPING OUT51DE OF BRIDGE 3. LATERAL LINES CARRIED WITHIN BRIDGE ABUTMENTS, SLEEVING BETWEEN THE STRUCTURE SHALL BE COFFER, TYPE V. of PLANTERS. REFER TO DIG NO. 5-11 FOR BRIDGE SECTION. 4. REFER TO FLANTING FLANS FOR PLANT le LOCATIONS. �� 0 5 10 20 30 391b Nord Sbed 7 r2. ALL VALVES TO BE INSTALLED IN PLANTER1. San Diego,CA 92103 :i T VALVES.S. . �:j:: VI ACCESS 0�Sr O L ice+ • •1r2 D 6 44T7 1�E I 9�94 :r r:... :r :r .. NORTH :r fax 1 .:rrrrrr rfrr r, b 4 m SCALE: 1 � 10 ������r err rrrr..����=��rrsf�r�����r���s� rss ����r>��rr rsrrrrrr��r�rrrrrrrrrrrrr�:cirri, 9�9 9965 o Planning+ Landscape Architecture CONSTRUC77ON RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK p,NDSC,gp Designed By Drawn By Checked By � _111111 __ �- Drawing No. SW � F RECOMMENDED B .r DATE• / �I rT,Yr D,F TEAMFC11LA DEPARTMENT OF PUBLIC WORKS o TO . KW A Contractor USC&GS BRASS DISK SET IN Horiiantal � Pl C-) ans Prepared Under Supervision Of PRINC/P E N THE N.E. WALL OF THE FORMER P p 1 M FIRST BANK BUILDING ��_ �_ �� �' 42 �' ACCEPTED BY. � DATE. 3 L - 0 Inspector 1 - 10 0 No*�, 23 GREG BU R MAIN STREET BRIDGE OVER MURRIETA CREEK NGS DESC. J-63 AS STAMPED it Exp.2 28 13 * Date ,DIRECTOR OF PUBLIC WORKS/CITY ENGINEER vertca, (REPLACEMENT) Dote Completed `�, I----- __ ._.,�,,.�,,AW"," #,. NAVD 88 ELEV. �008.�o � q'� . N�. IRRIGATION R I ATI C�N PLAN "' �_ ref ,' � �- OF CAS,% A0.E. No$ RC.E 47109 G N Sheet �' � �. :.�:x.,....,.r..,.�..'1 N. GENERAL IRRIGATION NOTES . � �� �. 1. THE IRRIGATION SYSTEM DESIGN 15 BASED ON ,AN AVAILABLE WATER 19. ALL SPRINKLER HEADS SHALL BE INSTALLED ,AND AD�USTED_IRRIGATION LEGEND PRESSURE 55UR OF III 'S 1 ,AT THE WATER SOURCE. THE CONTRACTOR 15 KEEP WATER ,AND SPRAY OFF ALL PAVING, WALKS, WALLS, OTHER OBSTRUCTIONS, UTILITY ENCLOSURES, AND AREAS NOT UNDER THE SYMeOL DESCRIFTION MANUF:ACTURE"OIDEL NOJ NOZZLE RAD I US FSI GFM IDETAIL R S oN515L� FOR VERIFYING WETER PRESSURE PRIOR TooRDERINC MATE 'IAL$ OR BEGINNiNG CONSTRUCTiON AND PROMPTLY REPORT ANY CONTROL OF THE OWNER AT ALL TIMES. DIFFERENCES TO OWNER ,AND/OR OWNER'S REPRESENTATIVE. E� 12' O -U SPRAY (IN S�fi�U1�3� SIN �3i� 1812 $�41�1- 5-ail 8' 3O 2 1-2 20. ALL PLANTINGS LANTINGS SHALL 5E FULLY WATERED IN UPON PLANTING. DO P' f* F PRA D PR 5 NOT RELY SOLELY UPON THE AUTOMATIC IRRIGATION SYSTEM. �l 12' POF-UP SPRAY (IN SHRUB) RAIN 51RD 1012 SCAM-FRS -8V,AN 8' 30 VAR. 1-2 2. THE IRRIGATION SYSTEM 15 SHOWN DIAGRAMMATICALLY FOR CLARITY. M LOCATE ,ALL PIPING, VALVES ,AND OTHERIRRIGATION EQUIPMENT WITHIN UTILIZE SUPPLEMENTAL HOSE WATERING AS REQUIRED, INITIALLY �! 12 FOF-UF SPRAY (IN SHRUB) RAIN BIRD 1812 S,AM-FR5�-SQ S' 30 .2& 1-2 �N AND DURING THE PLANT ESTABLISHMENT PERIOD, AND A5 ® 12' 1�'O1~'-U�' S�'R�Y C iN SHRU�3� RAIN BIRD 1812 S,AM�-FR5-15E5T 4'X15' 30 .�1 1-2 LANDSCAPE AREAS UNLE55 NOTED Off: DIRECTED OTHERWISE, DIRECTED ON PLANS TO ENSURE ALL PLANTINGS RECEIVE ® N EOP-UP SPRAY RAIN BIRD 1812 5AM-1~'R5-1555T 41x30' 30 1.21 1-2 ,ADEQUATE WATER TO THE ENTIRE ROOT ZONE. 3. PRIOR TO MANY EXC,AVATiON OR TRENCHING LOCATE ,AND VERIFY ALL CABLES, CONDUITS, ,AND UNDERGROUND UTIL ITIE5. THE CONTRACTOR 21. SOME OF THE WOW To TAKE PLACE FOR THE AREAS IRRIGATION QU I M NT LEGEND iS RE5PON515LE FOR CONTACTING AN UNDERGROUND UTILITY REPRESENTED ON THESE PLANS .ARE TO REPLACE EXISTING LOCATING SERVICE To LOCATE AND MA � UTILITIES. TH IR IRRIGATION 5Y5TEM5 WITHIN THE CONSTRUCTION AREA. THE SYMBOL DESCRIPTION M�►NU��ACTUR�R/MoDEL NUMBER REMARKS DETrAI�,.. R � L � D MARK ALL � CONTRACTOR WILL TAKE PROPER PREC.AUTiONS NOT TO DAMAGE OR EXISTING SYSTEMS ON TH15 SITE WILL BE RETROFITTED IN SAND ROZ. POINT OF CONNECTION AT 2-1/2' EXISTING MAINLINE APPROXIMATE, FIELD VERIFY - DiSTURB SUCH UNDERGROUND UTILITIES. NOTIFY THE OWNER AND/OR AROUND 51TE IMPROVEMENTS. THE EXACT LOC,ATiON OF EXISTING Q QUICK COUPLER RAIN 51RD 44LRC PER DETAIL i 21430 OWNERS REPRESENTATIVE IMMEDIATELY IF A CONFLICT EXISTS EQUiPMENT, SPRINKLERS AND PIPELINES MAY BE DIFFERENT FROM ON. PRIOR TO CONSTRUCTION O EXG�AV,ATION Dl GL05E VALVE (MANIFOLDS) N15CO *T-PP-600 W/5T. 5TL HANDLE SAME 51ZE A5 RCV 1�-24 BETWEEN SUCH 055TACLE5 AND THE PROPOSED WORK. PROCEED IN THAT SHOWN HERE P ' R R R , 1=1 V REMOTE CONTROL VALVE (RCV) R�AIN51RD E1r5-C1=-PR5-D SIZE PER PLAN 1-28430 SAME MANNER IF ROCK LAYERS OR MANY OTHER CONDITIONS ARE ELD ERi Y EXACT LOCATIONSNS OF ALL EXISTING IRRi �TION ENCOUNTERED UNDERGROUND. EQUiPMENT AND LINES USING WIRE TRACING METHOD ,AND FULL BOX SEE SPECIFICATIONS FOR CONTROL VALVE WIRES 1-40 POTHOLING A5 REQUIRED. IT SHALL BE THE RESPON515L I TY OF I AN 1�-32-34 PRESSURE SUPPLY LINE �'Wi�, SW�►NSON OR EQUAL, PVC 5CAI 40 5 ZE PER 1='L 4. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION THE CONTRACTOR TO CONTACT, SEEK ,APPROVAL AND � � 12' POP-UP HEADS 5 I�-32 LATERAL LINES IN PLANTER PVC SCH 40 C 1 a 501L COVER) FOR FLOP P � p SYSTEM AS SHOWN ON THE DRAWINGS WHEN iT i5 o 3VIoU5 IN THE COORDINATE ALL WORK WITH THE CONSTRUCTION MANAGER PRIOR �FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES iN TO MANY EXc�AV�TIoN oR 1 iSTUR3�ANcE TO THE SiTE �ANp --- . . ----� LATERAL LINES TO PLANTER COFFER PIPE TYPE L, INSTALL WITHIN 5RIDGE CONDUITSIRS THE AREA D IMEN5ION5 EXIST. SUCH 05STRUCTIONS OR DIFFERENCES THROUGHOUT THE CONSTRUCTION PROCESS.. PVC SLEEVING PVCSCH 40 2X DIAMETER OF PIPE SLEEVED I-33 SHALL BE BROUGHT PROMPTLY TO THE ,ATTENTION OF THE 22. EXISTING IRRIGATION SYSTEM DEMOLITION WILL OCCUR WITHIN THE --- - WIRE CONDUIT PVC SCH 40 GRAY CONDUIT 2X DIAMETER OF: WIRE BUNDLE 1-33 LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAiL TO NOTIFY CONSTRUCTION ZONE A$ iT PERTAINS TO MAINLINE, WIRES, VALVES EXISTING CONTROL VALVE -- FIELD VERIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.. THEN THE AND SPRINKLERS. DISTURBANCE TO EXISTING IRRIGATION 15 LIKEL CONTRACTOR SHALL BE RESPONSIBLE FOR ,ANY REVISIONS T T THE IMMEDIATE IV U1 1r' EXISTING CONTROLLER FIELD VERIFY To ooCUR IN OTHER AREAS ADJACENT o ED DR NECESSARY AT NO AppiTIONAL COST TO THE OWNER. WIDENING AND CONSTRUCTION ZONE. IT 15 ESSENTIAL TO PROTECT 1 ! 5. WIRE COLOR SHALL AS FOLLOWS: IRRIGATION WATER METERS, BAGKFLOW C�L.L.OUTS: PLACE L PL EXISTING SAME COLOR AS EXISTING CONNECTED INTO. COMMON WIRE To PREVENTERS SMUT-OFF VALVES, IRRIGATION ZONE ,VALVES, MAINLINE BE SAME AS EXISTING CONNECTING INTO. STATION 5EOUENCE SAND WIRES, SPRINKLERS AND LATERAL LINES AND STAKE OUT THESE CONTROLLER I.D. iTEMS TO WARN OTHERS TO AVOID DISTURBANCE.THE CONTRACTOR SHALL BE RESPON5I5LE OR COORDINATING ALLIF VALVE p iSCHA�'C�E - B34 IRRIGATION Ic"i LABELING, WIRING AND CoMMUNIC,ATioNS FOR STATIONS 534 AND 535 PROTECT IRRIGATION SYSTEMS TO REMAIN TO THE GREATEST CAI FROX. Cif-'M) THAT ARE NOW TO BE USED ON THE EXISTING CONTROLLER IN THE 23. �}�� u CONSTRUCTION NOTE EXTENT POSS15LE AND MAKE ANY ADJUSTMNETS NECESSARY AND AS � ,AREA AS NOTED ON THE PLANS. �'LANT M,ATERIAL. DIRECTED ON FLANS FOR COMPLETE IRRIGATION COVERAGE OVEk THE VALVE 51 ZE .. -�. REPRESENTED PROPOSED PLANTING AREAS. ANY DAMAGE TO EXITING ALL CONTROL WIRES UNDER PAVING SHALL BE INSTALLED iN PVC LANDSCAPE OR IRRIGATION CAUSED Y OPERATIONS OF CONTRA(�ToR SCH 40 GRAY CONDUIT AT LEAST 2 TIMES THE DIAMETER OF WIRE AI AC I AND OTHER TRADES SHALL BE REPAIRED OR REPLACED TO ORIGINAL CalNA L BUNDLE. KEEP SEPARATE FROM WATER LINE SLEEVES A5 INDICATED ON ANS. WIRE CONDUIT ,A N T OR IMPROVED CONDITION AT CONTRACTORS EXPENSE. PL RE SHALL BE A MIN. 2 DIAMETER. ER. IRRIGATION CONSTRUCTION NOTES 24, EXCERCISE CARE WHEN TRENCHING AROUND EXISTING LANDSCAPE 8. VALVES SHALL BE MANIFOLDED AND GROUPED IN ACCE581BLE AND PROTECT EXISTING LANDSCAPE DURING ,ALL PHASES OF AREA ON PLAN. VALVES SHALL BE LOCATED IN PLANTING AREA WORK. WHEN ENCOUNTERED, HAND TRENCH AROUND OR UNDER LOCATE THE EXISTING 2 1/2' PRESSURE SUPPLY LINE (INSTALLED BY SET AT RIGHT ANGLES TO EDGES. MANIFOLD PIPE AND BALL VALVE EXISTING PL,AND/ TREE ROOTS 2 AND GREATER IN DIAMETER. ALL 1Cwj OTHERS) IN THE VICINITY SHOWN. EXTEND THE PRE55uRE SUPPLY SIZES SHALL BE EQUAL TO OR GREATER THAN THE 51ZE OF THE DISTURBED AREAS SHALL MATCH A�'�'EARENGE OF ADJACENT LINE To THE VALVE LOCATION INSIDE 1�'LANTER. LARGEST CONTROL VALVE IN THE MANIFOLD. AREAS AT END OF WORK. 25, INSPECT THE PROJECT SITE PRIOR TO BEGINNiNG WORK, AND TO THE LOCATE THE EXISTING CONTROLLER IN THE VICINITY SHOWN. FULL 9. IRRIGATION LINES SHALL BE INSTALLED iN LANDSCAPE AREAS IN HIGH X15TINC� i IG�►T10N �AC1 I�"i 5 �G-� NEW CONTROL WIRES AND COMMON WIRE FROM EXISTING VALVE BEST OF ABILITIES, DETERM E W � RR L � WHEREVER POSSIBLE AND WITHIN 12 OF LANDSCAPE AREA EDGES WILL �� AFFECTED �3Y DEMOLITION ,AND CONSTRUCTION. LOCATIONS TO NEW VALVES 534 AND 535 ViA CONDUIT/PULL UNLE55 INDICATED OTHERWISE. BOXES. SET UP AND IMPLEMENT A WATERING SCHEDULE AT 26.TAKE APPROPRIATE ACTION PRiOR TO GRADING, TO ENSURE THAT CONTROLLER FOR THESE NEW VALVES WHICH ADHERES TO CURRENT 10. ALL IRRIGATION LINES UNDER/THROUGH WAVING SHALL 15E SLEEVED EXISTING PRESSURIZED WATER LINES, LATERAL LINES AND IRRIGATION LOCAL IRRIGATION RESTRICTIONS. WITH PVC 5GH 40 'li='E. SLEEVE SHALL BE 2 TIMES THE Di,AMETER CONTROL WIRES ARE PROPERLY DISCONNECTED, RELOCATED ,AND/OR OF 'lE'E TO BE SLEEVED (2' MIN. p i,A.). CAPPED TO PREVENT WATER SPILLAGE OR POTENTIAL HAZARDS, 11, ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE 21, HAVE QUALIFIED PERSONNEL ON SITE DURING THE FINISH GRADS OF THE AREA TOE IRRiGATEp. OPERATIONS TO DISCONNECT AND CAS' ANDDEMOLITION/TRENCHING STAKE EX15iTNG IRRIGATION FACIL ITiES. 12. NO LOW HEAD DRAINAGE SHALL OCCUR. HEADS WITH BUILT-IN MANUFACTURER'S INTEGRATED CHECK VALVE SHALL BE USED. 26. 05TAIN APPROVAL FROM THE CONSTRUCTION MANAGER FOR ANY 13. INSTALL FIXED ARC: NOZZLES WHENEVER POSSiBLE. VARIABLE ARC RELOCATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION. NOZZLES SHALL ONLY BE USED IN ,1-AREAS WHERE FIXED ,ARC NOZZLES 2`,). VERIFY EXACT LOCATIONS AND STAKE ALL DAMAGED. DISCONNECTED/ CANNOT ACHIEVE EFFECTIVE COVERAGE OR CAUSE EXCES51VE CAPPED OR RELOCATED FACILITIES IN THE FIELD AFTER PIPELINE OVER8PRAY. DURING THE FiNAL CLOSEOUT PROCEDURES, NOZZLE CONSTRUCTION HAS BEEN COMPLETED. CHANGES MAY BE REQUESTED AT NO ADDITIONAL EXPENSE TO THE 30. HAND IRRIGATE ALL EXISTING. LANDSCAPED AREAS WHICH CANNOT BE OWNER. IRRIGATED Y X15TING FACILITIES AFFECTED BY THE iMPROVEMENTS ~' i4. SHOULD THE CONTRACTOR MAKE NOZZLE CHANGES OR ADD HEADS �3 � AS Ai�'ESUL T OF SITE 0�35TACL E 5 OR CONSTRUCTION CHANGES THEN UNTIL IRRIGATION SYSTEMS ARE RESTORED. THE CONTRACTOR SHALL BE RESPONS15LE FOR CALCULATION ,AND 31, MODIFY EXISTING IRRIGATION SYSTEMS IN AREAS INDICATED ON THE ADJUSTMENTS IN PiPE SIZES. IN NO CASE SHALL FLOW VELOCITIES PLANS. RELOCATED EQUIPMENT SHALL INCLUDE, BUT NOT BE LiM ITED TO: EXCEED 5 FEET PER SECOND. SPRINKLER HEADS, DISTRIBUTION LINES, AND IRRIGATION WIRE. ANY NEW EQUIPMENT WILL MATCH THE MANUFACTURE 15. ALL SPRiNKLER HEADS SHALL BE ADJUSTED A5 REQUIRED, AS TO AND MODEL NUMBER OF HEIGHT, COVERAGE PATTERN, OR SPRINKLER HEAD ORIENTATION, 50 EQUAL, OF EXISTING EQUIPMENT. AS NOT TO ALLOW RESTRICTION OF SPRAY PATTERN BY PLANT 32. CHALK THE CONFIGURATION OF THE MODIFIED SYSTEM IN THE FIELD AND MATERIAL THAT MAY IN TURN CAUSE PLANT DECLINE OR DEMISE. 05TAIN APPROVAL FROM THE DESIGNATED CONSTRUCTION MANAGER ALL WIRES SHALL BE LABELED AT THE TERMINAL STRiP WiTHIN PRIOR TO TRENCHING OR ,ANY INSTALLATION. ONE INCH OF THE END OF THE WIRE WITH THE APPROPRIATE 33. AFTER THE EX18TING IRRIGATION SYSTEM MODIFICATIONS ARE COMPLETE, STATION NUMBER. CONTRACTOR SHALL CONDUCT A COVERAGE TEST IN THE PRESENCE OF ORIGINAL SCALE OF 11. AS-BU I L T5 SHALL BE SUBMITTED PRIOR TO ACCEPTANCE, ,AND T�1� CONSTRUCT i ON MANAGER�? I�Oi�' 1�IN�L ��'�''ROV�L. FULL SIZE PLANS PRIOR To START OF TCSD SITE INSE'ECTioN PERIOD. 34. REGU;..AR WATERING OF EXISTING LANDSCAPED AREAS ON THE PRO!JECT (INCHES) 18. REFER TO THE DETAILS ,AND TCSD SPEC iFICATIONS FOR FURTHER SHALL OCCUR THROUGHOUT THE CONSTRUCTION PROCESS, NOTIFY WELL IN INFORMATION. ADVANCE ,AND COORDINATE WORK WITH CONSTRUCTION MANAGER TO MINIMIZE DISRUPTIONS. ONLY DISRUPT WATER SERVICE FOR THE BRIEF 0 1 2 3 MOMENT REQUIRED TO MAKE CONNECTIONS TO EXISTING MAINLINES. 35. WATCH AND REPAIR ALL EXISTING PLANTING DAMAGED BY .. INSTALLATION OF NEW IRRIGATION WORK. ALL REPAIRED AREAS SHALL MATCH ADJACENT AREAS. REPAIRED/REPLACED LANDSCAPE MATERIALS SHALL BE OF SAME TYPE/5 A5 THAT DISTURBED. f 3ro. ASCERTAIN THE EXTENT OF ,ANY SiMULTANEOUS AND ESSENTIAL WORK BY �` ,� 3916 Naml Sbvd OTHERS ON THE SITE. CONTRACTORS SHALL COORDINATE THEIR Sort Diego,CA 9 °I03 . .b1 44T1 AN HA COO PERATE To MINIMIZE INTERFERENCE. 9�94 T�ON5 5 G � Z� rr r rrrr�f. ::rfrr :r�f :�rrrr .. 01�'ERA D SHALL 1`'ER�A .. ..... .r....rr..rrrrrr....rr.r.ur...rrrr..........r............................... .. ........ �.b1 fax m . . ...... . . .. 9� .99b.5 o Planning + LaI"K kape Architedure CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK �PNDSCgp Designed By Drawn By Checked By Drawing No. SCALE RECOMMENDED AB DA TE- ITj"OF ?iE/��.CC'(lZA DEPARTMENT Of PUBLIC WORKS TO ES KW A7TAqOr- Contractor USC&GS BRASS DISK SET IN Horizontal Plans Pre aced Under Su envision 4f PRINCiP ENG/jffR THE N.E. WALL OF THE FORMER ---- P P FIRST BANK BUILDING --a No. 2�,q,2 -� ACCEPTED BY. i DA TE. �t MAIN STREET BRIDGE OVER MURRIETA CREEK �7 it 28 13 Date L - NGS DESC. J-�-63 AS STAMPED Vertical DIRECTOR DF PUB CWORKS/CITY ENG/VEER (REPLACEMENT) Date Completed �- � ��j ��\� HNNNMN .. NAVD 88 ELEV. - �oo�.�o F of cA`��° 47109 "N IRRIGATION LEGEND & NOTES Sheet 30 at'n. ' M . z R.C.E. No. ...�........ w .R.C.E. No. FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT NUT AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HEAT BRAND"QCV"ONTO LID. POP-UP SPRINKLER HEAD, SPRAY OR ROTOR TYPE, EDGE. HEAT BRAND"BV"ONTO LID. SEE LEGEND FOR SPECIFICATION QUICK COUPLER KEY WITH 3/4" BRASS HOSE BRASS BALL VALVE, SEE LEGEND FOR SPECIFICATION SWIVEL, INSTALL QCV SO THAT KEY WILL CLEAR SCH. 80 PVC UNION THE TOP OF BOX DURING OPERATION 1/2' 2„ 1/2" 2, 1/2 INSTALL SPRINKLER HEAD 1/2" -�--- FINISHED GRADE -- FINISHED GRADE ABOVE FINISHED GRADE IN SHRUB IN SHRUB AREAS i IN SHRUB AREAS :III I I I 1 :III 111 3" MAX. AND GROUND COVERS AREAS 4" Vill SCH. 80 PVC T.O.Q. NIPPLE III III - --~ UNDISTURBED OR III IIILENGTH AS REQ., TYPICAL 1 I I III NATIVE SOIL III III III III III III_.. IL III IIIIII IIINATIVE OR AMENDED SOTRANSITION UP AND DOWNQUICK COUPLER VALVE I I Mi 11 III III I I ( III TO MAINLINE DEPTH FOR SEE SPECIFICATIONS III I III III I I ( III I ,� BALL VALVE USING TWO FLOW SCH.80 PVC 45 DEGREE STAINLESS STEEL CLAMP ELLS, BOTH SIDES OF 2 REQUIRED, SEE SPECS 2" BALL VALVE - PRE-ASSEMBLED TRIPLE SWING JOINT, 01 • ° PVC MAINLINE PIPE, SEE • ° #4 x 36" REBAR STAKES, . • E, PVC TYPE,WITH O RINGED JOINTS, . 2 REQUIRED MIPT INLET AND MIPT OUTLET, SPECIFICATIONS,!TYPICAL LAY LENGTH TO BE 6" MINIMUM, ° � • BRICK PPORTS • �' • ° BRICK SUPPORTS SIZE PER THE SPRINKLER INLET o i-:o° 4 REQ PER BOX •o•o• . • 9C60 3 REQ. PER BOX d•C6 • ob Q" o SCH.80 PVC NIPPLE PVC MAINLINE PIPE AND SCH.40 PVC SxSxT TEE FITTING LANDSCAPE FABRIP,WRAP SCH. 80 SLIP TEE, SIZE LATERAL x SPRINKLER INLET SIZE UP AND OVER BOX MOLES TO BE MAINLINE X 1" 3/4"ROCK, 3 CUBIO FT. SECTION VIEW- N.T.S. QCV SWING JOINT,W/TWO BRASS STREET ELLS, ONE BRASS THD. ELL, ONE 12" LONG BRASS THD. NIPPLE, PVC MAINLINE PIPE AND ONE BRASS THD. NIPPLE, LATERAL LINE, SEE SPECIFICATIONS LENGTH AS REQ. ALL SWING FOR TYPE AND DEPTH REQUIRED JOINT COMPONENTS SHALL VALVE BOX r SECTION VIEW'- N.T.S. BE 1"SIZE. NOTE: "....� BALL VALVE LANDSCAPE FABRIC PRE-ASSEMBLED SWING JOINT SHALL BE SIZED TO MATCH THE SPRINKLER INLET. PLAN VIEW- N.T.S. INSTALL SPRINKLER HEADS 6"FROM PAVING EDGE IN GROUND COVER AREAS. 3/4" ROCK, 1 CUBIC FT. NOTE: INSTALL SPRINKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE, INSTALL AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES,WALLS OR BUILDINGS. VALVE AND BOX PARALLEL TO HARDSCAPE EDGE, INSTALL BOX OFF-CENTER OF VALVE. NOTE: USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. INSTALL VALVE BOX EXTENSIONS AS REQ. TO ACHIEVE PROPER VALVE AND PIPE DEPTH USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. ®Crppa�i�1!w■y ��is pWal r a*rriaar atrplrri ri ii w#w a ii■lar tw d to Ilirl lilrr►r otrrl Y owl.�► paa$dt aaaaiar )aii�iw d it araaq 6lrl tia ®a�*1 M&MV A hw ddw hL-10 060 and�vpawa w�d A ii wi w ar p*W a &tr hn d Y tW ii�,r id it orri ry a p*ab uk it}6ddw d M qw Mri WhIL ®Qa�l�l�p1 iwy�IVorW iM►—A��oird�l w�i*r�iir aNWw 4*1 i li wi!w a�i ak it Iw d IY WW M&■l id M wl o*a��Y a&ft d it Wq MW W a CITY OF TEMECULA NO SCALE NO SCALE I TY O F T E M E C LA NO SCALE CITY OF TEMECULA C U � POP-UP12" I �- 2 � � SPRINKLER BALL VALVE 1 - 24 QUICK COUPLER VALVE 1 - 27 ..... .::::.: ..... `• SPRAY OR ROTOR TYPE ��`• "'��i �"• 2" AND SMALLER �' ����� IN VALVE BOX FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN RECTANGULAR DRIP FILTER BOX,TYPICAL COVER, USE STAINLESS BOLT, NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE RECTANGULAR CONTROL VALVE BOX, TYPICAL EDGE. HEAT BRAND"RCV"AND VALVE NUMBER ONTO LID. HEAT BRAND LETTERS AND NUMBERS BRASS MANUAL ANGLE CONTROL VALVE, SIZE PER RCV QUICK COUPLER VALVE SPARE CONTROL WIRES, PROVIDE 24"LOOP AT EACH RCV BOX, TYP. REMOTE CONTROL VALVE, SEE LEGEND FOR SPECS. STAINLESS STEEL BOLT,WASHER AND 1/2' NUT TO SECURE BOX LID, TYPICAL. FINISHED GRADE IN SHRUBA;%EAS y EEd I F�11 I F 4" WIRE CONNECTIONS :III III VALVE ID TAG t fr, '74 SCH. 80 PVC T.O.E. NIPPLE .�. .,y g SCH. 80 PVC UNION "'J;4• ice ' ' ••)j: .• j• Q• '• { '. 2 SCH.40 PVC 45 DEGREE ELL(SLIP),2 REQUIRED N 12" 12" 12" 04 o ° PVC LATERAL LINE PIPE • o TO SPRINKLER HEADS, '• '�• ' o •o p MAINTAIN 12" MIN. DEPTH . . . 4 4e '• . •. . . 1 4,& . BRICK SUPPORTS '• 4 '• °. • 4 REQ. PER BOX 4 .. • . �. ....*: . ' °"• •4• . ' •• i 4 :.' . s. PVC MAINLINE PIPE ' PER SPECIFICATIONS " Al IRRIGATION CONTROL WIRES PAVING EDGE, TYPICAL SCH. 80 PVC SLIP TEE BRASS THD. NIPPLE (OR A PVC SLIP 90 ELL) LENGTH AS REQ., 3"MIN, WITH A SCH.80,PVC T.O.E. 3/4"ROCK 3 CUBIC FT. SECTION VIEW-N.T.S. ORIGINAL SCALE OF NIPPLE, MIN. 12 LONG, � FULL SIZE PLANS AND A BRASS THD. ELBOW LANDSCAPE FABRIC,WRAP NOTE. SECTION VIEW- N.T.S. UP AND OVER BOX HOLE$ NOTE: (INCHES) BRA ELL UNION AND AND ALL NIPPLES SHALL BE SIZED TO MATCH THE R.C.V. AT THE 45 CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE VALVE MAINTENANCE. SS S, DEGREE ELL INCREASE THE LATERAL SIZE TO MATCH THE SIZE INDICATED ON THE DRAWINGS, INSTALL VALVE BOXES IN SHRUB AND GROUND-COVER AREAS WHERE POSSIBLE. INSTALL VALVE BOXES 12"APART AS INDICATED ON DETAIL SID033. INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO PAVING EDGES. O 2 EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. AND DEFORMATION OF VALVE BOXES. USE ANON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. DRIP RCV AND DRIP FILTER BOXES SHALL BE INSTALLED PARRALLEL TO PAVING EDGE. ft"•I`iht ba—ti pl"rr�rprar m�dr 0 wh w ap#l�lri a■*1r Iw d tY tW�aril aid it wl o*u pa*do emir it bblit d 6 rr�ry Mri big �CUNr�e�lrtwy�hwaW r►-�t pW�ad t�apwdrrt algi*i���aw aappl�ii■ir tY ow d it tail 9Yr�rtl rY M.ri ark r parf ait stir it yt~Ma.d r army Mai tadaa f CITY OF TEMECULA NO SCALE CITY OF TEMECULA N4 SCALE 3916�l Sit c San Diego,CA M03 N 1 - 30 X ACEME T V L E Bo PL Vb1 �4T1 2 ... 9R L � rE oNT O REM C 0 • r:rr: •rrr::r :::r:::rrr. rrrrr:rrtrrrrrr •rrr: ..: ... ..� fax 619.294.9965 �. VALVE 0 Planning+ Landscape Architecture CONSTRUCnON RECORD DATE BY 00, REVISIONS ACC'D DATE BENCH 14�ARK NDSCq Designed By Drawn By Checked By Dmwing No. SCALE `-� '°� RECOMMENDED B : DATE:��'/ CITY67o, * EJAECLILA DEPARTMENT OF PUBLIC WORKS q o T� ES AMER AR Contractor USC&GS BRASS DISK SET IN Horizontal y ' ' PR lP GINEE THE N.E. WALL OF THE FORMER _ _ Plans Prepared Under Supervision Of ACCEPTED BY.' DATE.• FIRST BANK BUILDING .00 234�, MAIN STREET BRIDGE OVER MURRIETA CREEK No._ GR G'B Inspector it 2 28 13 x} Da►t@ DIRECTOR of PUBLIC WORKS CIrY ENGINEER NGS DESC. J--63 AS STAMPED Vertical Exp. (REPLACEMENT) Date Completed — 1008. W: �.� } WWWWMW P NAVD 88 ELEV. — 10 lF �r�0� 471 Q9 Sf�e;t of �_ OF CAS- _. R.C.E. No. �. ti k N. I EMISSION 9w or 3:.:!, Ilk 40. IRRIGATION MAINLINE PIPE, PER PAVEMENT OR CURB EDGE SPECIFICATIONS. INSTALL MAINLINE PIPE • •/` 18"OFF OF HARDSCAPE EDGE, EXCEPT y t WHERE NECESSARY TO AVOID • FINISHED GRADE • ' d - PAVING OR D.G. PATH 4.. 4' v y UNFORSEEN OBSTRUCTIONS .. a', _r.r•• r : r i' " 1 ¢ Q .� . , ' �•' '.' � i• �t`• •tr '��' �`•:' i'1¢•4••Y r.i::.-.:.•.� ,r!�•:•.''..r l� a r • �r"'..-:t'��, y:.� 'r`:,: �., :M., .:.,.x• UNDISTURBED SOIL y tiV �jr y r ;`•:':• "`•: • ...•. •,•,,,,,, UNDISTURBED SOIL •.•' .•,r,-, \r .,.;. �+:/•��\\j•\•.•-r. ..�: =.Ytr•.y•.�\••.i%• =-•t-•.`�•.• .. ......... ...... ........... ..... ........ :y •• �': , ;. -....• ; :�• ::;.:�: -�•r :. CLEAN COMPACTED BACKFILL I I ... ......... .••.............................. N : .. • r t•' ti",�. .. ......... ...... ........... ...... A CLEAN SAND BACKFILL 'A•...r� f,�`w:��.i' B 1`•:w"yam'C��'•;•'�.:/I,.:.�.�-.•�-,:�:�.-v D :..,,��r;'; I ) DRIP SYSTEM WYE FILTER III I l.. a.s ,:• III .. ..... ..... V/ li/ • . "':." . -'.r�- 1.'•�j•�y :••'•\•: r ,'`:Y •: •!•'.Y,.a•.•.••t•:'••.: r•..�'• =r.••jr ,11 ,,I -,I ' �.• : .•. t III ': :`';: .�•. .:,. .� :_ .r�.. �,: :i,..: ,..: �;,; LATERAL LINES, SEE SPECS. III A.........:B.... .C. D'.... I L SEE SPECIFICATIONS •` 4 :r:a••4• 4. , - ;:. LATERAL LINES SEE SPECS. PVC LATERAL LINE PIPE SIZE PER THE �L� "��'�' ' 'r' '�: PRESSURE MAINLINE SEE r. 'r.• 'f.��^•~-y••, •= 1•:•.�.:r•••;d',c tr' ..r,..4�;. •:ti err 1 III ...... ........... ..... ...... : .', .a III I �� : .•.. , l..t. _V' . r,.•.r •'` + .. ......... ...... ................. .. y •v v •v .•• DRIP CONTROL VALVE ,•:,-:t. h: "• \: .r-. ..... ...... ...... ` .:.Y;;•:. d ::.•'••.', ..: ": SPECIFICATIONS PRESSURE MAINLINE SEE .1 •1•' •1 . J= -1.' ..y:i Y• .•i.`•^:'•..t�Y''•.\Y•�••r• ..\ y..,a:.,•r. _•'••/r~,y\,j:A•t,rF r•• I I . ........ ...... ) .i III .... ... ...... ........... •.. .'' :r iK �.:• �:'�':' •.:::.� :...:r. . .. :.., .• CONTROL WIRES INSTALL .. ..... SPECIFICATIONS DRIP SYSTEM CONTROL VALVE \: :.; ,..:.:`.... :.. ,.,: ::;.:�..'��_'•, ; .a :�: .. ... ....... ;. . : II y y y :1 III I r. .�::_ :_:.,.. •. ...• E OF MAINLINE ........ .. . . . .. ... AT BASE ..... .. .. .. •.•.•.•.•.•...� . . .. ..•.•.• •.•.•....•.'..•.• ...... III .... ........ ..... .......... .... .... CONTROL WIRES INSTALL III :• ...... CLEAN SAND BACKFILL, .............. ........... IN SCH. 40 CONDUIT 1�1III III y •t• v .v ':..:'.•::.:.:.:.. :: ............ ... .:. SEE SPECIFICATIONS ............... ............... ............... ...... .. ...... 120 VOLT ELECTRICAL ... .. .. M' ' •E •. •E E: .....•F ...... .E .•.•...•.•....... .•.•.•.•.•..................... ar y �, G ....... ... IN SCH.40 CONDUIT III .. ......... 120 VOLT ELECTRICAL 16 ti SPRAY SYSTEM CONTROL VALVE TYPICAL III ..... II E E E' F E ,• (TYPICAL) �• IN SCH.40 CONDUIT w II .. ... G .. II W S:' : ; •r I I TIE A 36" LOOP IN ALL WIRING . III _y v. v. .�. _-;:.:•�••r•'•.:,:' : AT ALL CHANGES OF DIRECTION I I i i I i III I I III III III III III PVC SLEEVES TO BE • • '• GREATER THAN 30 DEGREES, TWICE THE DIAMETER Q y y � �' ��••''•��'' .::. UNTIE AFTER ALL CONECTIONS OF THE PIPE OR WIRE HARDSCAPE EDGE(IE. SIDEWALK, ROADWAY, SECTION VIEW-N.T.S. HAVE BEEN MADE SECTION VIEW-N.T.S. BUNDLE CARRIED. nw..y NV CURB OR OTHER PAVING MATERIAL) .. z DIMENSION A B C D E F G •' DIMENSION A B C D E F G -• ' I y ,t, ,�, - :• QUICK COUPLER VALVE AND SWING JOINT 1/2" TO 1 1/2" SIZE 18" 24" 26" 30" 6" 24to 6" • I DEPTH BELOW GRADE 24" 36" 36" 36" 24" ..• A• b•• III .•. •.•..•. MAINTAIN 18"SET BACK FOR MAINLINE „ ••.'••.••:• ::•:•:• i FROM HARDSCAPE EDGE EXCEPT AS NOTED 2 TO 2 1/2 IN SIZE 18 24 26 30 6 24 6 •.•..., ' r II V� W V� •'•' .......... r t } 3!'AND LARGER 18" 24" 26" 6" 24" 6" . .• SCH.80 PVC 45 ELL FITTING, SIZE PER I `' MAINLINE, TYPICAL NOTE: �4. .,• :: PLAN VIEW-N.T.S. ALL PVC MAINLINE, PVC LATERAL LINES,AND CONTROL WIRES SHALL BE SLEEVED � ' ' ' '• OBSTRUCTION SUCH AS LIGHT POLE, POWER BELOW ALL HARDSCAPE ELEMENTS WITHIN A SCH.40 PVC SLEEVE. SLEEVES SHALL BE ' TWICE THE DIAMETER OF THE PIPE OR CONTROL WIRE BUNDLE CARRIED WITHIN, OR •v •v "~ ' :: PEDESTAL OR OTHER AS MAY BE FOUND • �' ON THE SITE, ROUTE MAINLINE AROUND NOTE: 4" MINIMUM, WHICH EVER IS THE GREATER. y y SUCH OBSTRUCTIONS ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. ALL SLEEVES SHALL EXTEND 24 INCHES BEYOND THE EDGE OF PAVING. y �' �' �' \' *•` •�' BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. \, �, �, ;': ALL CURBS SHALL BE MARKED WITH A"SCORE" MARK TO DESIGNATE SLEEVE LOCATION. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS �''• INSTALLATION SPECIFICATIONS. SLEEVE DETAIL SHALL ALSO BE USED FOR INSTALLATION OF PIPE IN ROCK SOIL. ®aw w ft"a hair 1a-•r r1�i11 so 940■N"i01 r1 a wdt a 0@0*w a&fr wr d M w�W dw 1~=I r*a t�ar to�11110.gyp w W a dpQ�t aoa�t a lam w k&-w ow ow fO"a"akw i a M*w qo w wk r 6A r r tw�►ow i�1 M•w 0*a Nair.fir y 1r�idlr d r«fir w wfi� **WW�11 Ur a�ba-lY OW ail 996§FW=�i 10 fi rt w 00W Mr 1M 10 r#8 IFI SYI,M ii M orl.*a�i vWw to Miff d to w"w bda NO SCALE NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA CITY OF TEMECULA PIPE AND WIRE 1 - 32 SLEEVE TRENCHING 1 - 33 MAINLINE AND VALVE 1 - 31 ...... .::::.::...... ..:.:a . MANIFOLD LAYOUT .74. i TRENCHING .: ':.. BACKFILL TRENCH FINISHED GRADE IN TURF AREAS PER SPECIFICATIONS ,,, ,,, ,,, ,,, ,,, PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN f�--•--I I f-----i I COVER, USE STAINLESS BOLT, NUT,AND WASHER. _ -�- BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE I�- CONCRETE THRUST --� •'' '+ ';: -',�• �. —I�• I-- LOW VOLTAGE WIRES, 3 MAXIMUM EDGE. HEAT BRAND"PB"ONTO LID. •• •'•:'.' t, BLOCK, TYPICAL �' •• 1TI- I ' '.: '; f-!=� WIRES PASS THROUGH GROOVES IN SEAL CONDUIT ENDS WITH AQUASEAL TUBE LID TO ALLOW LID TO CLOSE WATERPROOF ELECTRICAL NNE TOR F R MAINLINE PIPE '* OOCONNECTORS S O CLOSE TUBE LID AFTER WIRE ALL WIRE SPLICES, SEE DETAIL SID038 f IS INSERTED INTO TUBE f UNDISTURBED SOIL _I f j FINISHED GRADE I T IN SHRUB AREAS �L ii POLY TUBE PRE-FILLED WITHIEEII� IIIf 45 DEGREE ELL 90 DEGREE ELL WATERPROOF GEL I I ( I UNDISTURBED SOIL ... .:, ., LOCK TABS PREVENT WIRE REMOVAL I I III AQUA SEAL/VAPOR LOCK r : • r, CONCRETE THRUST ONCE CONNECTOR IS INSERTED ����"•�`•"• '•� '�•' BLOCK, TYPICAL OPEN END OF CONDUITS LOW VOLTAGE CONTROL MAINLINE PIPE SCOTCHLOK ELECTRICAL SPRING WIRE COIL, 24 MINIMUM CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2"OF THE a o • ° .o INSULATION PRIOR TO INSERTION • INTO THE CONNECTIOR. TWIST ' Q BRICK SUPPORTS UNDISTURBED SOIL CONNECTOR ONTO WIRES TO dbQ•� • . . o0 00 4 REQUIRED PER BOX BACKFILL TRENCH SEAT FIRMLY. VtTILL PER.SPECIFICATIONS SCOTCHLOK CONNECTOR AND WIRES SCH.40 ELECTRICAL TEE FITTING INSERTED INTO TUBE UNTIL THE CONDUIT,WHERE REQ., CONNECTOR PASSES LOCK TABS SEE SPECIFICATIONS ALL SECTION VIEWS-N.T.S. NOTES: LANDSCAPE FABRIC,WRAP UP AND OVER BOX HOLES ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-C-2000. SOLVENT WELD MAINLINE PIPE AND FITTINGS SHALL RECEIVE CONCRETE THRUST BLOCKING. SECTION VIEW-N.T.S. � 3/4" ROCK, 3 CUBIC FT BELL AND GASKET MAINLINE PIPE AND FITTINGS SHALL USE PIPE RESTRAINT SYSTEMS. SECTION VIEW-N.T.S. NOTE: ORIGINAL SCALE OF CONCRETE THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FOOT IN VOLUME. THRUST WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. NOTE: FULL SIZE PLANS BLACKS SHALL NOT ENCASE THE FITTINGS IN CONCRETE. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A CONTROL WIRE SPLICES SHALL BE PRE-APPROVED BY TCSD SUPERINTENDENT (INCHES) ALL MAINLINES SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION ALL CON E RECOMMENDATIONS AND PRESSURE TESTED PER THE SPECIFICATIONS. WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. PRIOR TO INSTALLATION. ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES. 2#12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES O 1 2 3 WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE WRAP. SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. ALL SPLICES SHALL BE MADE USING WATERPROOF ELECTRICAL CONNECTORS. ®a so�a�. rya. .r.- .,,ohm ad ++r + +i�r..�w ,w�rM.rruws�.��w..r�►. .�f� ��.,�r�rl�wa ® +=be"a�whL-tier+.+no�&AWA a*a"O► wWftwrruW�.iAdr.ri*ap** rr�.rromMwwa ®�M�riN.I.b.-lbowowno"n"oomwtofi.Iw�oft trlr+rrwI*%vWdrr.W�rr�rrr�ditwwMrw�. �i NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA WIRE CONNECTOR 1 - 39 CONTROL WIRE 1 - 40 391b�l Sbed THRUST BLCJCKS 1 - 34 •• � ��.."�� .:. PULL Box pan aim,�,�1 1 . . T1 b 44 9 Q94 I O .. fax b"I 4.r.rrrrrrrrrrrrrrrr.rrrrrrrrrrrrr.s�rrrrrrr..srrsrr...rr�f�rrs�rrrrrrrrr.rr.rrrrrrr.�.r.r.rrrr 9� '9�b5 O Planning+ Landscape ArchitwWr+e CONSTRUC77ON RECORD DATE BY REWS/ONS ACC'D DATE BENCH MARK N�sC Designed By Drawn By Checked By __ Drawing No. SCALE �'� ApF RECOMMENDED BY.• DATE.• y �+®r�®� r�Afhrcl/LA DEPARTMENT OF PUBLIC WORKS o TO ES KW AMER A Contractor USC&G$ BRASS DISK SET IN Horizontal s Plans Prepared Under Supervision Of PRE IPAL E NEER THE N.f'. WALL OF THE FORMER ACCEPTED BY.- / �' DA TE.- FIRST BANK BUILDING No., MAIN STREET BRIDGE OVER MURRIETA CREEK L 9 lns actor 2342 P � 2 28 13 � Date cREc�eUnER NGS DESC. J--63 AS STAMPED vertical Exp. DIR&'CTOR OF PUBLIC WORKS/CITY ENGINEER (REPLACEMENT) Date Completed NAVO 88 ELEV. = �008.10' '��� o���� "•� "r'=M I R R I GATI 0 N DETAILS 2 z F OF C A�-�� R.C.E. No. R.C.E• No. �7109 Sheet .. of r.:� .. I. -... �.,.,,.. .._ . , _ _ . . ___.-__ .. . .. � . .....,.� W: j r . F . r I ..w. 26 MUP RIG a) ..", , . . .1 . 1. I. ; -j_y I ... I . .. / : .. 11% I .,. . : I . . .1 �, I. i . - . , < ....... I , .. I .. fl.. I : .., : . I., . . I I . I . : .. : ; : ... : �: : �. .. ; .1 . 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Y- r •:'rSrrflJY . .S f.r/.r.d :.v.>:.f/S .:.r.::':r r lfrr uu f sf.f e r r$f;r i r:;.:f;1 ,-;,M,;: :f?::r`:: fJ P',, r .:rrr' +++++rr+r .s ./ r�.''✓./, ✓f:{:'::' tf . ! 5 / . I f r i 'f..r. :� ; " 1.1. 1. ORIGINAL SCALE OF NOTE: r✓+ f % fj' '� I FULL SIZE PLANS 1. SEE SHEET L-11 FOR FL TING LE END % j % j I I (INCHES) AND NOTES. y ; 2. SEE SHEET �.-12 EOM 's. TINS 1� T,�Il..,�. ; f' ! I I. : �' t ', ". . :, :: .. �... '. .. ,,. : o 1 2 3 - ..: I., . I ,� ,.�, . .3. SEE FRoJECT MITIGATION L . '.. / '. ,%, I ., .. .. �, ....'O, : I % %. . : ... . . . , . � .% . I �- .. AN5 NO . ... %..". , ' ., " I ,.,! :-.1 . SPEC IF I CAT IONS FOR GF.-TAT I N •• WITHIN THE MURRIETA CREEK jl '. I 5 10 20 30 11114A:: ✓rrf: �1. ✓rrr n D1 m �::::. 1 .4477'9 ti•::•%:ti':' f:tiY::•%1: f:f:%:Y:•%J:':;:ti•.. •:Y%h•rr•:••'lr::•::•: :•:ti::. NORTH feat 81 �. ti YJJJti f:ti'J'J�1J11 JYtiL'ti'`� JhVIY✓Y�l J•-!'X'!Y•Y'JtiY'hVl1:'lY!•✓Yl�VrWJ .✓Y ✓✓W •• SCALE: � �o '.'�.-: 9965 o Piannins+La ArchiteMre - CONSTRUC17ON RECORD DATE BY REWS/ONS ACC'D DATE BENCH MARK ND 1 Designed By Drawn By Checked By Drawing No. sCa�E ,.N P ,- _ CITY ' T i JASCII" DEPARTMENT of PUBLIC WORKS q T p ES KW RECOMMENDED BY. DATA'. Contractor USC&GS BRASS DISK SET IN ' � R ATT Hon'zontal Plans Prepared Under- Supervision Of PR/NC/P ENGI ER THE N.E. WALL OF THE FORMER - ---- � - C-, p . . vt.��..r DATE. � It THE �I FIRST BANK BUILDING 1"- o•_o11 J No. 4 -i ACCEPTED BY R MAIN STREET BRIDGE OVER MURRIETA CREEKL - 10Inspector 2 28 13 Ddt�' G EG a� NGS DESC. J--63 AS STAMPED Exp. DIRECTOR OF P BUC WORKS/CITY ENGINEER (REPLACEMENT) Vertical it 00" Dote Competed NAVD 88 ELEV. -- 1008.1 n' �r o � N YMN .. �' C � o 47109 PLANTING PLAN Sheet�:- of J ,, of cA�.� R.C.E. No. R. E. Jf'y• 4 .. .. , LANT MATERI L LEGENID� .. SYMEr30L aOTANICAL NAME COMMON NAME MIN. SIZE QTY. MIN. HT. SPRD. REMARKS DET. TREES � A �U � HEAD, GOOD CALIPER,FL,A ACE PLATANUS ACERIFOL IA LONDON PLANE TREE �48' EBOx 4 IS, 9� STANDARD., L � D, G D L P'ER, P_3/L-12 'eLOOOGOOD' SELF-SUPPORTING aHRU�s AVAILABLE THRU 5AN MARCOS GROWERS, AN I R.C. AN IGOZANTHO5 RED CROSS RED KANGAROO PAW 5 COAL. 2�4 l ro fro► (805) (083-15ro 1 IF olL 12 MUH RIG MUHLEN15ERGIA RIGENS DEER CRASS I COAL. 28 18' 10' AVAILA�3LE THRU 5AN MARCO�S GROWERS, P-6►/L.-12 4....r LAV STO LAYANDULA STOECHES SWAN ISH LAVENDER 1 COAL, 112 10 10 V IL IBLE T RU SAN MARC06 GROWERS, 653�156 1 PLANTING NOTE8 1. REFER TO CIVIL ENGINEER'$ UTILITY AND PRECISE GRADING FLANS FOR UTILITY'' LOCATIONS AND FINAL GRADING. IF ACTUAL SITE CONDITIONS VARY FROM WHAT 15 SHOWN ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND IMMEDIATELY CONTACT THE RESIDENT ENGINEER FOR DIRECTIONS AS HOW TO PROCEED. 2. EXACT LOCATIONS OF PLANT MATERIALS SHALL 13E APPROVED 5Y THE RESIDENT ENGINEER IN THE FIELD PRIOR TO INSTALLATION. RESIDENT ENGINEER RESERVES THE RIGHT TO ,ADJUST PLANTS TO EXACT LOCATION IN THE FIELD. 3. CONTRACTOR SHALL eE RESPONSIE3LE FOR VERIFYING ALL PLANT COUNTS AND SQUARE FOOTAGES. 4. PROVIDE A (49 LAYER OF: 15ARK MULCH AT PROPOSED TREE AND SHRUB AREAS UNLESS 0714ERWISE NOTED. (SEE SPECS AND DETAIL P-1I/L-12). 5. ,ALL TREES WITHIN 5' OF: PAVING SHALL HAVE ROOT BARRIERS INSTALLED (SEE SPECS.). INSTALL DEEP ROOT BARRIER AT ALL INTERIOR 510E5 OF: RAISED PLANTERS. SEE STANDARD DETAIL P-5/L-12, ro. ALL LANDSCAPING WITHIN THE PROJECT SITE SHALL 53E MAINTAINED 5Y THE CITY OF: TEMECULA. PLANTING AREAS ARE TO 13E KEPT FREE OF: LITTER AND DEBRIS. ALL PLANTS SHALL eE MAINTAINED IN A HEALTHY GROWING CONDITION. ALL DISEASED OR DEAD PLANTS SHALL E3E TREATED OR REPLACED PER CONDITIONS OF: THE PERMIT. 1. CONTRACTOR SHALL 15E RESPONSIBLE TO REPLACE ALL DESIGNATED PROTECTED PLANE MATERIAL WHAT IBECOMES DAMAGED DUE TO CONSTRUCTION WITH LIKE SIZE SIMILAR SPECIES. S. SUBMIT PHOTOS REPRESENTATIVE OF INTENDED PLANTS FOR INSTALLATION TO RESIDENT ENGINEER AND RECEIVE APPROVAL PRIOR TO DELIVERY Or- SAMPLE PLANTS TO SITE. 9. ENSURE ALL PLANT CROWNS ARE CLEAN AND CLEAR OF: ANY SOIL OR E3ARK. 10. INSTALL CLASS 'A' TOE' SOIL AND COMPACT TO ENSURE MINIMUM SETTLING IN ALL RAISED PLANTERS. 11. CONTRACTOR TO PROTECT IN PLACE ALL LANDSCAPE, IRRIGATION AND ANY CAPITAL IMPROVEMENTS. 12. IF ANY DAMAGE OCCURS, CONTRACTOR TO REPLACE TO THE SATISIFACTION OF: THE CITY INSPECTOR. 13, IF THIS PLANTING PLAN 15 INSTALLED CONCURRENTLY WITH THE CHANNEL RE-ALIGNMENT PLAN, THEN REFER TO THE CHANNEL RE-ALIGNMENT PLANTING FLAN FOR LAY-OUT, PLANT SPECIES AND QUANTITIES, IN THE CHANNEL WHERE FLANS VARY. 14, PROVIDE MATCf�I N6 FORMS AND SIZES FOR ALL PLANT MATER i AL IN I TH I N EACH 5PEC I ES AND S 1 zE DES 16NATED BY THE DRAY41 NOS. 15. FURN 15H ALL DELIVERY 5L I P'S OF SPECIFIED AMENDMENT5 TO LAND50AP E ARCHITECT AS SOON AS P0551 BLE. 16. MINIMUM TREE SEPARATION DISTANCE: TRAFFIC 516NAL, STOP SIGN: 20 FEET UNDERGROUND UTILITY LINES: 5 DEFT (SEAER-10 FEET) ABOVE GROUND UTILITY STRUCTURES (TRANSFORMERS, HYDRANTS, UTILITY POLES, ETC.: 10 FEET DRIVEAAYS: 10 FEET I NTER5ECTI ON5 (INTERSECTION CURES LINES OF TAO STREETS: 25 FEET ORIGINAL SCALE OF FULL SIZE PLANS (INCHES) O 1 2 3 3916 No m+el Sit Sort Diego,CA 92103 .. ...... x. 619. 77 1r s=r: ='�:;,;;:::;:��:�. r,;.;:;rr .�44 .. fax• ..........•?::..............J:•...............•:•r:•:•:•}:%:-:^:•:ti•:•:^t:•:v:•:••:ti••rrf::r r::^:^:^::•}:v::vi:•Tr•.+rr.:••rsr 619*294*9965 o Planning+ landcape Archkcture CONSTRUC17ON RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK NDSCAp Designed By Drown By Checked By �. _ '� � Drowing No. SCALE RECOMMENDED B . DATE:d CITY t7vc TAff�CZ11. DEPARTMENT OF PUBLIC WORKS o TO ES KW ER ATT Contractor USC&GS BRASS DISK SET IN Horizontal Plans Prepared Under Su ervision Of PRl IPAL DINE THE N.E. WALL OF THE FORMER _ --- P P ,� FIRST BANK BUILDING � —+ ACCEPTED BY. � �• DATE- �/ Inspector No, 2342 GRE BU MAIN STREET" BRIDGE OVER M U R R I ETA CREEK L--1� p � 2 28 13 � Date NGS DESC. J—63 AS STAMPED VertfCal Exp. DIRECTOR OF PUBLIC WORKS/CITY ENGINEER (REPLACEMENT) Date Completed NAVD s$ ELEV. = 008. o' �qr o���a �" PLANT LEG E N D F 47109 NNNNNN 34 of J8 OF C A� R,C.E. R.C.E. No. Shoot NOTE:. LODGEPOLE PINE STAKE ® 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE. TREE TRUNK 2. POSITION ROOT CONTROL BARRIER ADJACENT TO STRUCTURE. 3. RAISED ROOT DEFLECTORS MUST BE FACING PLANTED AREA. 'CINCH-BELT"TREE TIE, NAIL TO STAKE 4. BARRIER SHALL EXTEND A MIN. OF 8" BELOW BOTTOM OF HARDSCAPE. 5. PROVIDE A MIN. OF 10 FEET OF ROOT BARRIER PER TREE. 6. ROOT BARRIER SHALL BE A MIN. OF 18" BELOW GRADE ON WALK SIDE. 0 7. ROOT BARRIER SHALL BE A MIN. OF 24" BELOW GRADE ON CURB SIDE. TREE TIE TRIPLE STAKE DETAIL , PLAN VIEW ` i LODGEPOLE PINE ` STAKES, 10 FT LONG 3 REQUIRED MAINTAIN TURF FREE MAINTAIN TURF FREE 12" AREA 12" FROM TRUNK CONCRETE CURB CONCRETE SIDEWALK AREA 12" FROM TRUNK CINCH-BELT, SECURED MIN. TO STAKE WITH TYP. BACKFILL MIX, ROOT BARRIER, 6" BASIN IN G. COVER GALVANIZED NAILS 6 BASIN IN G. COVER SEE SPECIFICATIONS TYPICAL 3" BASIN I N LAWN 3" BASIN IN LAWN BACKFILL MIX, FINISHED BACKFILL, BACKFILL MIX, SEE SPECIFICATIONS FINISHED GRADE TYPICAL SEE SPECIFICATIONS FINISHED 3" DRAIN CAP GRADE GRADE ot 1444 �:;i �C•�; i!?+' ?;r � �.. i+•y ( III •�} .�.' ~�� � ��"'.�+�'.'�� •'�`4� �'��r;�-• • �r � � III I .'• x I I I1=1 �� x x•Y :�l I I I I�--- r�.•. i t III I •: . : IIFE II ... � : •emu ,... �. I (. II O � • sC III �•� ,� • •.'�?�• I PLANTINGTABLETS, TABLETS, O � SEE SPECIFICATIONS SEE SPECIFICATIONS I=' o �� „ " , " " „ „ "I " � � " � " I I� III Ili III III III I I= N '�' I PLANTING BACKFILL Cq PLANTING BACKFILL PUDDLE AND SETTLE 3" PERFORA E T D PUDDLE AND SETTLE PVC PIPE&SLIP TO SET PLANT AT TO SET PLANT AT CAP W/GRAVEL PER 3X ROOTBALL FINISH GRADE 3X ROOTBALL FINISH GRADE PLANTING PLAN NOTE: NOTE: DETAIL IS FOR THE INSTALLATION OF ROOT BARRIERS ONLY, REFER TO THE TREE DETAILS NOTE: ALL PLANT BASINS SHALL RECEIVE A 4" DEEP LAYER OF APPROVED MULCH. FOR INSTALLATION INSTRUCTIONS FOR TREES. ALL PLANT BASINS SHALL RECEIVE A 4" DEEP LAYER OF APPROVED MULCH. Cow M SM"111 hum$W-yr 01 ai v4i apww&*W as 16 Id aA a mw■ft it MwN d 1r w ab%r dd if OW 0*as pa*w*Is Aiiot a11M 4"Mi lam *COW M l000"i 1M"ka-1w li"aw vilb 0""&^w4 a oast nr aalp*W MW 6 4ww d 4 tw*M vW i1 Is ad a*aw1 PM 0-i r t4 A"of to WV w WOL Gaww=4%wq•Ao■d"Mot-1r ow ad vw upw1w 609W rft 16 at a arwW=W 1a hO d 10 WW 964 ad ii M art 4 is P06 w1w 1r Wft it 1r IM bW W a CITY OF TEMECULA NO SCALE"04 CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE ,..... TRIPLE STAKE TREE P 3 TREE ROOT BARRIER P 5 ...,.. . SHRUB PLANTING P " 6 ice► R ..... ... 30" BOX SIZE OR CREATE . 10"-12"THICK TILLED PLANTING BED INSTALL 4"THICK MULCH LAYER PRIOR TO PLANTING. FINISHED GRADE r; �yv'i;:`•!.:'�:.ji�wr'Z::}?:•y ry�.:��:.''�;f r?'k Fi•�?>, •?i'r5 f.•Sy.%/��::'�.�f:- •!•��•'X;(/..:rti•,iC: I �,, r.';f:� +rJfS J •• v./ +:y.v '�,^..i• •s:•.'•:r•.''yr�'.fI•{ !,r r ft%•'. .,yr_rr 5'{:. f.• , .•l.ti'r•' :f•r� '��G� :•ri`fib:• y++ �':'.'r..!5...,.r'i•<'•+�.r r.,.'' y �...% .{ ?•,•:�J: r:.'r•'r;? l5rr•x :. `./ fc �.� 'r r:'r;4'•: .:�:?�.r� `•' r S.i:.r•f{.•�.r. ^i':r;"r:.' �r,••ftie.;•v;'•` 'v�: +�� :ev9`.'.{5�:: .�. �••:- •• .:�.� I I I ( III III III I I ( � I I� f: t '��f.+ .•+r`Y frS+ti?�"�• .t.ti'"i f+ :•�:.••5;,",:.', fr•.:Jf:�S:r•��>:=`"rff~;• ��. r...ti :'�':.•<.•r,�� :.s�r:�:•f�``�:,rti;:::�.;�• ,�;��-•fir. �:'s����•.:••-.;•.; <.Sr:•:f::� .:.;�+..:�;, ; • ••r, .��:r.Y.,�t.�:� .r. •� • •.,.;• f•,•r,F.r�: I III III III III III..,. r.ut�..•4.{,� •{..?: � •S. ..be jyA�f�•;r...rRYi�'{ r'a,fv��+5:+ ?'^. r�;'' r r`r•�r. Y I I ( I I y r •:•� ,�:,.:r <' +fs r: �,..,y :r.•��i• /fr `._�P;IC.'' r*..1.� +'/•5i�{}.-L/.�rl'�. ••Yl5" �r�� '.i•1'>.''',rth•tir i'r yy�r.:ti :S f. .;f•••y5' +r{i.�•f, r�r. I I III III III III III III I11 II ( II ( III III I III II ( III III III ' • II III III III. III III III II � � � � l � � � � � AMENDED SOIL ORIGINAL SCALE OF UNAMENDED SUBGRADE FULL. SIZE PLANS (INCHES) 0 1 2 3 ® sr"i hw"is-1r 01 w"16 01401 A ft wt w any allot Is 10 of 1r w I*%awl aloof M OW 1*a p**a&1r JMW of ft two w Ma CITY OF TEMECULA NO SCALE MULCH LAYER P...... 11 .............. ... . .... Sin Diego,CA '103 . �f 44T7 :r ::: : ::rrr�::.: �ff:f:f:rrfrr: :rrrr. b19�4 b1. :r�. fax 9 �...'v}ti}tiv?vrrti� ^.^.^r �f rrr��r rrr.:r��: � r'.� o Planning+Landscape Architcture ACC'D DATE BENCH MARK Designed By Drawn By Checked By 9 • REYISIDNS D N TRU l7ON RECORD DATE BY S c0 s c � ca Drawnn No SCALE �-� P� R MM N ED BY.• DATE:•''��� / IT'S'' AF 7ACIA LA DEPARTMENT OF PUBLIC WORKSasomopm • TO E KW ECO E D USC&GS BRASS DISK SET IN • • PRIN P MrA� WINEE��hr Contractor THE N.E. WALL OF THE' FORMER Honzontvl Plans Prepared Under Superv�sron Of - FIRST BANK BUILDING � -+ ACCEPTED BY.- /. � �. DATE.• �lL11 No. 2342 nE MAIN STREET BRIDGE OVER MURRIETA CREEK L-12 GR BU Inspector � 2 28 13 � Ddte D/ ECTOR F PUBLIC HbRKS/CITY ENGINEER NGS DESC. J---63 AS STAMPED Exp. (REPLACEMENT) I/ertical Date Completed ' qr N' PLANTING DETAILS 1 P NAVD 88 ELEV. 1008.10 F OF C A�-�4�� R.C.E. I�o. R.C.E. No. 4��O� Sheet �� of Z Panel PB PANEL. SCHEDULE PROJECT: BORDEN ROAD BRIDGE IMPROVEMENTS LUMINAIRE SCHEDULE 201 4 1 Ph '. BOA u5 100A M.C.B. SURFACE MOUNTED 11-Jul-11 LAMP DATA MOUNTINGS FINISH OPTIONS/ FIXTURE INPUT DETAIL Clot. Descnption . Load Load C.B. C.B. C.B. C.B. Load Load Description Ckt. SYMBOL LABEL DESCRIPTION MANUFACTURER ( ) ACCESSORIES TYPE VOLTAGE WATTS NOTES No. Location (VA) Tyke Amy Pole Phase Amy Pole (VA) Tyke Location No NO POLE MOUNTED DECORATIVE HIGH PRESSURE SODIUM LUMEX POLE CONFIRM — 2 HPS 240 (2)68 MATCH EXISTING LIGHT STANDARD EXACTLY. 1 LIGHT POLES - NORTH 544 L 20 2 A 20 1 792 L BRIDGE ACCENT LIGHTING -NORTH 2 Al DOUBLE LUMINAIRE. #L30--50—HPS—PCC—RR5-240—CRC2 MOUNTED FINISH WITH 50W NO EQUAL. 3 - 544 L 20 - B 20 1 792 L BRIDGE ACCENT LIGHTING,-SOUTH 4 ARCHITECT 5 LIGHT POLES - SOUTH 544 L 20 2 A 20 1 528 L COLUMN LIGHTING 6 SURFACE MOUNTED DECORATIVE DESIGNPLAN SURFACE CONFIRM — 1 MH 39W T6 120 44 7 - 544 L 20 - B 20 1 754 L TREE ACCENT LIGHTING/MAP CASE 8 e-0 B1 UPUGHT/DOWNLIGHT DU1-9—T8—P-99--0--0—T—O MOUNTED FINISH WITH 9 RECEPT . AT POLES -NORTH BOTTOM 720 R 20 1 A 20 1 500 G IRRAGATION CONTROLS 10 OR RL APPROVED EQUAL TO COLUMN ARCHITECT. 11 RECEPT. AT POLES -NORTH BOTTOM 720 R 20 1 B 20 1 SPARE 12 METAL HALIDE FLOOD LIGHT LUMIERE MONACO SURFACE CONFIRM — 1 MH 39W T6 120 44 13 RECEPT. AT POLES -NORTH TOP 720 R 20 1 A 20 1 SPARE 14 C C1 2001—MH39T6-120—ELMTS--NBR W/LSL MOUNTED FINISH WITH SPARE ,16 OR RL APPROVED EQUAL ARCHITECT 15 RECEPT, AT POLES -NORTH TOP 720 R 20 1 B 20 1 _ -----.,._- 20 1 SPARE 1.8 METAL HALIDE FLOOD LIGHT LUMIERE MONACO STEM CONFIRM — 1 MH 39W T6 120 44 1Z RECEPT. AT POLES SOUTH BOTTOM 720 R 20 1 A 19 RECEPT. AT POLES -SOUTH BOTTOM 720 R 20 1 B 20 1ISPARE 20 C2 2001—MH39T6-120--MB—NBR MOUNTED FINISH WITH OR RL APPROVED EQUAL ARCHITECT 21 RECEPT, AT POLES -SOUTH TOP 720 R 1 20 1 1 A 20 1 SPARE 22 23 RECEPT, AT POLES -SOUTH TOP 720 R 20 1 B 20 1 SPARE 24 Total Connected Load: Ph A 5,788 VA 48 A SYMBOL LIST Total Connected Load: Ph B 5,514 VA 46 A ABBREVIATIONS "Maximum" Phase Connected Load: Ph A 5788 VA SUFFIX DESCRIPTION Total Connected Load (2 X Maximum): 11.6 KVA 48.2 AMPS Total Demand Load: 12.6 KVA 52.3 AMPS SYMBOL DESCRIPTION 4S 4" SQUARE BY 2 1/8" DEEP BOX, Accessories' ADA AMERICAN WITH DISABIUTIES ACT. IT] TRANSFORMER SOURCE = A.F.F. ABOVE FINISH FLOOR. NOTES: ABOVE FINISH GRADE. A.F.G. [:]PB CONCRETE PULLBOX FLUSH IN GRADE, SIZE AS INDICATED ON PLANS. 1 AWG AMERICAN WIRE GAUGE. 2. AMP, A AMPERE. SURFACE MOUNTED BRANCH CIRCUIT PA 3. A.I.C. AMPERES INTERRUPTING CAPACITY (SYMMETRICAL). 4. AF/AT AMP FRAME, AMP TRIP. DISTRIBUTION BOARD. 5. AS/AF AMP SWITCH, AMP FUSE. Load Load Description Connected Subfed Total Deny and Dem and ATS AUTOMATIC TRANSFER SWITCH. DISTRIBUTION PANELBOARD. Type Loads Loads (S) Loads Factor Load AUX AUXILIARY CONTACTS. G General Ilan-Continuous) 500 0 500 100% 500 � CIRC., CKT. CIRCUIT. WALL MOUNTED PULLBOX OR TERMINAL CABINET OR ENCLOSURE AS NOTED ON DRAWINGS. L Lighting 5,042 0 5,042 125% 04303 CB CIRCUIT BREAKER. R Receptacles -to 10 OVA 5,760 0 5,760 100% 5,760 Accessories, C CONDUIT. BRANCH CIRCUIT CONDUIT, CONCEALED IN WALL OR CEILING. over 10 KVA 0 0 50% 0 CONDUIT ONLY, COMPLETE WITH PULLSTRING. K Kitchen 0 0 0 1000 0 C.O. CT CURRENT TRANSFORMER. BRANCH CIRCUIT CONDUIT, CONCEALED IN FLOOR OR UNDERGROUND. H Heating 0 0 0 100°fo 0 CPT CONTROL POWER TRANSFORMER. M Motors 0 0 0 100% 0 DIA DIAMETER. BRANCH CIRCUIT CONDUIT, RUN EXPOSED. LM Largest Motor 0 0 0 12511% 0 EMT ELECTRICAL METALLIC TUBING. 1# 129 1#10 NEUTRAL & 1#12 GROUND, 3 4 C. VH Water Heater 0 0 0 125% 0 GRND GROUND. 2# 121 1#10 NEUTRAL & 1#12 GROUND, 3 4 C. G Continuous General Load 0 0 0 125% 0 KVA KILOVOLT AMPERES. 3# 121 1#10 NEUTRAL & 1#12 GROUND, 3 4 C. U <User Defined Load Type> 0 0 0 100% 0 KW KILOWATT. + 6# 101 2#10 NEUTRAL & 1#12 GROUND, 1 C. DL Dem ad Load(Warehouses/Storage)-to 12.5 0 0 100 0 LTG, LTS LIGHTING. - 4# 129 2#10 NEUTRAL & 1#12 GROUND, 1"C. over 12.5 KVA 0 500/10 0 MCB MAIN CIRCUIT BREAKER. 5# 12, 2#10 NEUTRAL & 1#12 GROUND, 1"C. 0 0% 0 MLO MAIN LUGS ONLY. TOTALS 115302 VA 0 VA 117302 VA 12,563 VA M METER. CONDUIT RUN TURNED M/M METER MAIN. MH METAL HALIDE. 0 CONDUIT RUN TURNED DOWN. NC NORMALLY CLOSED. NO NORMALLY OPENED. CONDUIT RUN STUBBED OUT. PC PHOTOCELL. P POLE. PROVIDE FURNISH, INSTALL AND CONNECT. PT POTENTIAL TRANSFORMER. RGS RIGID GALVANIZED STEEL. GENERAL NOTES ELECTRICAL SHEET INDEX TYP TYPICAL. TC TIMECLOCK. EO-1 SINGLE--LINE, SCHEDULES, AND INDEX U.G.P.S. UNDERGROUND PULL SECTION. El—1 ELECTRICAL PLAN U.O.N. UNLESS OTHERWISE NOTED. 1. ALL WORK SHOWN IS NEW UNLESS NOTED EXISTING. E2-1 ELECTRICAL DETAILS WP WEATHERPROOF. W WIRE. 2• REMOVE ALL CONDUCTORS, DEVICES, AND CONDUIT RENDERED XFMR TRANSFORMER. UNUSED BY THIS PROJECT. 120/24OV9 1 PH 3W, 200A X INDICATES EXISTING TO REMAIN. XR INDICATES EXISTING TO BE REMOVED. 3. VERIFY CIRCUITRY OF EXISTING DEVICES TO BE REMOVED XL INDICATES EXISTING TO BE RELOCATED. PRIOR TO DEMOLITION AND PERFORM SPLICES AS REQUIRED M SINGLE SOCKET XN INDICATES NEW LOCATION OF RELOCATED EQUIPMENT. TO MAINTAIN CONTINUITY OF CIRCUITS TO EXISTING DEVICES MAEXISTING 100A METER/MAIN PEDESTAL "P" TO REMAIN. sDG&E uTIUTY 2 5 TRANSFORMER �3P 2— 4. SEAL ALL CONDUIT PENETRATIONS OF FLOORS AND FIRE 5 RATED ASSEMBLIES WITH U.L. -- PANEL APPROVED MATERIALS AND "PB" Noo, 1 #2GND, 1"C. TO METHODS TO MAINTAIN FIRE RATING. G GROUND RING. 2— EXISTING 5. PROVIDE NEW TYPEWRITTEN DIRECTORIES REFLECTING WORK 75mm [3"]C.O. PERFORMED FOR ALL EXISTING PANELBOARDS MODIFIED BY THIS PROJECT. 6. PROTECT ALL OPENINGS FOR STEEL ELECTRICAL BOXES IN SINGLE LINE DIAGRAM FIRE RATED WALLS WITH U.L. APPROVED MATERIALS AND 1 METHODS TO MAINTAIN THE FIRE INTEGRITY. (UBC 4304(e)). SCALE: NONE ORIGI NAL SCALE OF RAN DA LL LAMB- Mechanical, Electrical, Communication, Lighting Design FULL SIZE PLANS SAN DIEGO—SAN F'RANCISCO (INCHES) . ° 4757 Palm Avenue La Mesa California 91941 ' (619) 713-5700 O 1 2 3 Fax 619) 713--5701 win Q IONS ACC D DATE BENCH MARK © Designed By Drawn By Checked By - �� ,,,�, rAFAIECULA DEPARTMENT OF PUBLIC WORKS CONSTRUCTION RECORD DATE BY REVIS pFE S/ __ rI rrY F SCALE Q� ON ,._ RECOMMENDED BY.� DATE., m �O E4,p M N. TIMBIE N. TIMBIE F. BOWMAN ATTAR w Contractor USC&GS BRASS DISK SET IN Horizontal Plans Prepared Under Supervision Of P /PAL tNG/N THE N.E. WALL OF THE FORMER P0ACCEPTED BY. DATE.-- �� �� sus MAIN STREET BRIDGE w""'r 1, FIRST BANK BUILDING N . 13 R GREGB A .r`. OVER MURRIETA CREEK (REPLACEMENT) inspector * ExP s/30 13/ *;D Dote v �- DIRECTO CIT OF PUBLIC WORKS/ Y ENGINEER NGS DESC. J-63 AS STAMPED . Vertical r z FC �C# M Fj Cate Completed NAVD 88 ELEV. 1008.10 F'pF CALF R,C,E. No. 47109 �. SINGLE-LINE SCHEDULES AND INDEX Sheet 36 of 38 R.C.E. No. �' 11110 . GENERAL NOTES NOTES 1. COORDINATE EXACT LOCATION OF ALL CONDUIT IN 10 PROVIDE (4) 2" CONDUIT TO NEW SCE PEDESTAL . BRIDGE WITH STRUCTURAL ENGINEER PRIOR TO LOCATION. COORDINATE EXACT LOCATION WITH SCE INSTALLATION. PRIOR TO INSTALLATION. I. 2. INSTALL CALTRANS EXPANSION - DEFLECTION FITTING 11 PROVIDE POLE AS DETAILED IN LANDSCAPE DETAIL A, WHERE CONDUIT CROSSES BRIDGE EXPANSION JOINTS. i SHEET L-3. PROVIDE WITH IRRIGATION PIPE, TWO 1/2" SEE DETAIL 1, SHEET E2-1. ELECTRICAL CONDUIT AND 1" SPEAKER SYSTEM CONDUIT. MOUNT TWO SPEAKERS ON EACH POLE, ONE 3. USE #8 CONDUCTORS FOR ALL ELECTRICAL WIRING, ON EACH SIDE. PROVIDE LOUD SPEAKER SIMILAR TO ,- UNLESS OTHERWISE INDICATED ON PLANS. EXISTING "N.E.A.R." SPEAKER. COORDINATE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. NOTES TYPICAL OF 16 POLES. . 0 PROVIDE 1" CONDUIT FOR BRIDGE LIGHTING CIRCUITS 12 PROVIDE 3/4"C. TO EXISTING MAP CASE. COORDINATE I AND 1-1/4" CONDUIT FOR RECEPTACLE CIRCUITS. LOCATION WITH LANDSCAPE CONTRACTOR PRIOR TO I I I ,,� 1. " . TYPICAL UNLESS OTHERWISE INDICATED ON DRAWINGS. INSTALLATION. I i W ""I .111! I" . I / M � „ 2 PROVIDE 1 C:O. FOR SOUND SYSTEM WIRING. TYPICAL. 13 PROVIDE PHOTOCELL AND TIMECLOCK AT METER s I I � PEDESTAL TO CONTROL ALL LIGHTING CIRCUITS. I "' ti Y� 3 PROVIDE 12"Wx19"Lx12"D PULLBOX WITH TRAFFIC RATED a 1. 14 PROVIDE GFI DUPLEX WITH WATERPROOF COVER I I y11; COVER STAMPED "ELECTRICAL" RECESSED INTO TOP OF POLE. SEE EXISTING POLES - I FOR LOCATION. TYPICAL. I � r STEM MOUNT FLOOD LIGHT TO SURFACE MOUNTED r ,,, „mµ„ "�w. BALLAST ENCLOSURE. SEE DETAIL 6, SHEET E2-1. ;` 15 PROVIDE GFI DUPLEX WITH WATERPROOF LOCKABLE o w o, W TYPICAL OF 36. COVER RECESSED INTO BOTTOM OF POLE. LOCATE AT ,„ 1, i , i / f " 18" ABOVE THE WALKWAY. TYPI AL. I w� Q PROVIDE 3/4 C. TO NEW IRRIGATION CONTROLLER. C q ulI I COORDINATE EXACT LOCATION WITH LANDSCAPE g5 11; ,. WW 1 fi PROVIDE 10 x10 x4 PULLBOX FOR ROUTING OF ' I �11CONTRACTOR PRIOR TO INSTALLATION I „�x x ELECTRICAL CIRCUITS, SURFACE MOUNTED UNDER w0 < :1 i BRIDGE. TYPICAL. ` I 6 STEM MOUNT TREE ACCENT LIGHTS TO INGRADE I i I N BALLAST HOUSING [' " I _,­ ,..'�. ..��,�� :1, . TYPICAL OF 16. 17 PROVIDE 8"x8"x4" PULLBOX FOR ROUTING,OF SOUND ' f O SYSTEM WIRING SURFACE MOUNTED UNDER BRIDGE Q7 INSTALL SURFACE MOUNTED FIXTURE OVER 4S BOX y:, , RECESSED INTO THE COLUMN 5URFACE. MOUNT TYPICAL. FIXTURES AT 8'. VERIFY MOUNTING HEIGHT WITH I N ,. „m,w,wwnw,. .w.,,w., .r w � M r w 1 18 EXTEND LIGHTING CIRCUIT FROM PULLBO X TO POLE ,wm.-" .rr..,. .,.w.-, .w..w.w....",. w ,ww . W. ARCHITECT PRIOR TO INSTALLATION. PROVIDE FLAT a ..r..._., re�m._w.,_,w ,�` ~N FIXTURE USING 10 WIRE IN 1 2 CONDUIT. 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CONSTRUCTION RECORD DATE BY REVISIONS ACC D DATE BENCH MARK t? Designed By Drawn By Checked By •—�.. �. Drawing No. C* SCALE 4 EOM n• DATE.• / // ClrY r,EIVECULA DEPARTMENT OF PUBLIC WORKS 4,0 • E N. TIMBIE N. 11MBIE F. BOWMAN RECOMMENDED BY. � Contractor USC&GS BRASS DISK SET IN `r � AMER ATTAR P THE N.E. WALL 4F THE FORMER Honzoncal � � Plans Prepared Under Supervision Of 7nm , FIRST BANK BUILDING N . 1 0 ACCEPTED BY. DATE. :s:. MAIN STREET B R I D G E � GR B S Inspector * Exp: 6/30/13 * Date A �� rx Y OVER M U R R I ETA CREEK (REPLACEMENT)CO r- DIRECTOR OF PUBLIC *VRKS CITY ENGINEER NGS DESC. J--fi3 AS STAMPED VffUcal �<6z Pam, ` � / I i .y FCTR\G f4o .. Date Completed NAVD 88 ELEV. = 1008.1 n •� "'1 `j��� N 47109 �r�:.;a�°�:X`:' ELECTRICAL PLAN Sheet R of 38 ff �������1—_____ ....._... ­ _..____.____.___.__III ___ ��������������������������������������l-- __ ________ ii — ___._ . . I R.C.E. No. R.C.E. No. «um I STAINLESS STEEL BONDS NEOPRENE SLEEVE STRUCTURE EXPANSION JOINT COPPER BRAID BONDING JUMPER STAINLESS STEEL BONDS CONDUIT #2/0 BARE COPPER GROUND CABLE MAIN GROUND LOOP TO BE CONTINUOUS THROUGH GROUND ROD CONNECTION. GARCON PC 13246 BOX CONDUIT FITTING TO GRADE NTH PC 1324C COVER o p Q � BE CENTERED ON �j � EXPANSION JOINT 15 m NOTE �6•� %%�\i //�� 1• AUGER 305mm (12*]DIA. HOLE TO A DEPTH 152mm [6"] LESS THAN GROUND R00 LENGTH. CALTRAN3 CONDUCT' EXPANSION - DEFLECTION FITTING D [305in] � 2• BACK FILL HOLE WITH GROUND ENHANCEMENT SCALE: NTS MATERIAL AFTER ROD INSTALLATION. GROUND ROD FRONT MEW RIGHT SIDE VIEW STANDARD FEATURES 514mm 419mm � �2/0 BARE COPPER GROUND [20.25"] (16.50"1 METER SOCKETS WITH TEST BLOCKS 4 JAW. CABLE MAIN GROUND LOOP UTILITY LANDING LUGS 250 KCMIL. -:,�. STANDARD VOLTAGE 120/208V 3 PHASE 4 WIRE. MINIMUM 762mm V-16"I BELOW GRADE '�:;�., CIRCUIT BREAKER INTERIOR COPPER BUS. SPECIFICATIONS GEM PACKED AROUND 0 AND METER • COMPLIES.NTH EUSERC AND SCE STANDARDS. M1 • GROUND ROD. •� TEST 12GA. NEMA 3R CONSTRUCTION. UTILITY BLOCK � EXCEEDS ASTM B-117 SPECIFlCATIONS. SECTION SECTION • STAINLESS STEEL � • ALL FACTORY WIRING 600 VOLT RATED COPPER. � �'"'" * ALL COMPONENTS UL LISTED. EXTEND TO NEW BRIDGE EXTEND TO NEW BRIDGE ��� -- � � -- — � ALL EXTERIOR DOORS AND COVERS PADLOCKABLE. ACCENT LIGHT ACCENT LIGHT O 1219m]m ' PACIFIC UTILITY PRODUCT UTILITY COVERS E[48MODEL# USPD-2M2100-11212C1H2—SD—SS OR � EQUIVALENT. * MAIN CIRCUIT BREAKER ED3400 OR EQUIVALENT. 699mm � [27.5'] � BRIDGE ACCENT LIGHT MOUNTING DETAIL 6 GROUND ROD A7r INSPEC7nON WELL DETAIL 4 � CUSTOMER F .SCALE: NTS SCALE: NONE SECTION LOAD LINE 217mm 362mm [g gg"] [14.25"] TO DEADFRONT 170mm 311mm ENE [6J1"] [12.25"] LOAD 305nm aA. SOIL BACKFILL. 217mm [8.53*] MA DWELD OLD #GC TYPE 820, CART NN�15710N FRONT (OR APPVD SUBSTITUTE) 330mm #2/0 BARE COPPER GROUND [13*1 CABLE MAIN GROUND LOOP MOUNTING PLAN 13mm [3/4"] x 3048mm [10'-0•1 GROUND ROD COPPERWELD CAT. SINGLE SERVICE METER PEDESTAL - SINGLE PHASE APPLICATION 2 N0. 9450 (OR APPVD EQUAL) SCALE: NONE GEM PACKED AROUND GROUND ROD. 4 305mn 2— pY] G G W GENERAL NOTES 1. COORDINATE SERVICE AND PLACEMENT (1) 76mm [3"] SECONDARY # 2/0 BARE COPPER GROUND LOOP OF UTILITY STRUCTURES WITH SDG&E. SERVICE CONDUITS FROM UTILITY NOTE TRANSFORMER PAD. 2. PROVIDE GROUNDING AT METER/MAIN G G 1• AUGER 305mm [12"IDIA. HOLE TO A DEPTH 152mm PEDESTAL AND AT TRANSFORMER PAD METER MAIN PEDESTAL 2 [6"] LESS THAN GROUND ROD LENGTH. PER CEC AND SDG&E. #2 PEDESTAL GROUNDING 2. BACK FILL HOLE WITH GROUND ENHANCEMENT 3. ENCASE ANY GROUND WIRE NOT COVERED ELECTRODE CONDUCTOR MATERIAL AFTER ROD INSTALLATION. BY FINISHED CONCRETE SURFACE 4. WHERE POSSIBLE, REUSE EXISTING � � G GROUNDING ELECTRODE SYSTEM. r5_%� GROUND ROD DETAIL 5 METER PEDESTAL DETAIL 3 SCALE: NONE SCALE: NONE ORIGINAL SCALE OF RAN DA LL LAMB FULL SIZE PLANS Engineers - Mechanical, Electrical, Communication, Lighting Design SAN DIEGO—SAN FRANCISCO (INCHES) 4757 Palm Avenue La Mesa California 91941 0 Fax �819 713-5701 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE Rp p $ Designed By Drawn By Checked By ,� �,- Drawing No. S� RECOMMENDED BY•�? DATE• s CIrY OF rAFA1hrC0VLA DEPARTMENT OF PUBLIC WORKS N USC&GS BRASS DISK SET IN f q N ^ N. AMB/E N. TIMBIE F. BOWMAN �— Contractor fR ATTAR �° THE N.E. WALL OF THE FORMER Naizontal 0 Plans Prepared Under Supervision OfL9 PRI �P Noe FIRST BANK BUILDING � 13007 -< ACCEPTED BY — DATE � 3/ �� MAIN STREET BRIDGE Inspector NGS DESC. J-63 AS STAMPED * �`P` %��� � Dote RfCTOROFPUBLCWnRXS nr Div OVER MURRIETA CREEK (REPLACEMENT) p, � = /C £NC EER � 00 Date Completed NAVD 88 ELEV. � 1008.10' v��l �q F�R U � ::;:i��;;;'" � CA � R.C.E. No. R.C.£. No 47109 �. o ELECTRICAL DETAILS Sheet 38 of .38