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HomeMy WebLinkAbout2407GENERAL NOTES: GENERAL, 1, ALL WOIRiK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD '01RAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 2015 EDITION, CALTRANS STANDARD PLANS - MAY 2015 F DITION, AND STANDARD PLANS FOR PUle3LIC WORKS CONSTRUCTION BY "GREEN BOOK" COMMITTEE - 2012 EDITION, SHALL BE UTILIZED WHEN C;f•ALLED OUT ON PLANS. CONTRAt':;TOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS ANC) SPECIFICATIONS. 2. ALL Pipt8lINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE !,HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE WORK AREA, THE RIGHT-OF-WAY LIMITS, OR IN ADJACENT AREAS '7piHERE IMPROVEMENT WORK ISv TO BE DONE SHALL BE PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CIjT(��AMONGA. 3. ANY COINITRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL'EJE SOLELY RESPONSIBLE FOR AN,tl DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER COR NOT SUCH FACILITIES ARE SHLO)WN ON THESE PLANS. 4. THE C01\"!TRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTI:JJRES WITHIN THE CONSTRLUICTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE C;rbNSTRUCTION OPERATIONS. 5, THE COI\'}TRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS rl'FRIOR TO START OF CONSTRIJICTION OR ANY PROBLEMS. 6. THE COI\'ITRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO START OF EXCAVAjIjON, 7. THE COIWTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE BEFORE STARTING WORK, AND SHALL NOTIFY 1TTHE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 8. ALL OM115SIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THESE NOTE��, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK SO INVOLVED. 9. IN NO C;iASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 10. CONTRA(:117OR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND STATE SAFETY REQUIREMENTS. 11. CONTRACITOR SHALL DETERMINE LOCATION OF ALL EXISTING UTILITIES IN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATION AND SHALL NILQT PERFORM ANY WORK THAT WILL DAMAGE EXISTING UTILITIES. 12. PROVIDEID) FOR CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: 11 PACIFIC ELECTRIC TRAIL DRANAGE IMPROVEMENTS AT VICTORIA _L REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE BILLET STEEL PER ASTM A-01,:5 GRADE 60. 2. SPLICING OF REINFORCEMENT STEEL IS NOT PERMITTED, UNLESS O:ITHERWISE APPROVED BY THE DESIGN ENGINEER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL REINFORCiEMIENT STEEL REQUIRING SPLICING. FOUNDATION 1. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUIE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATION. 2. BEFORE CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKEDAND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER. 3. ALL FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL 1014GINEER AND SHALL BE COMPACTED AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. INSPECTION IhS REQUIRED DURING FILL AND COMPACTION. A MINIMUM 90% COMPACTION, IN ACCORDANCE WITH ASTM D1557 ',WILL BE REQUIRED. INSPECTIONS SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL CONCRETB� AND BACKFILL COMPACTION OPERATIONS. EXISTING SURVEY MONUMENTATION E. CUCAIMONGA VALLEY WATER DISTRICT............................................................................................................ (213) 217-7807 10441(0 ASHFORD STREET RANC:IHO CUCAMONGA, CA 91730 F. CHACa"TER COMMUNICATIONS CORPORATION......................................................................................................:. (951) 343-5171 4240, N. HALLMARK PARKWAY SAN LBERNARDINO, CA 92407 G. SOUITIHERN CALIFORNIA EDISON COMPANY......................................................................................................... (909) 357-6221 79511 REDWOOD AVENUE FONV.ANA, CA 92336 13. THE COIiv1TRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY OF RANCHO C,IUCAMONGA FIRE DEPARTMII<NT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUCTION INDICATING ANY DETOUR AND/OR ROAD CLOSURE=�5- 14. FOR INSIPfECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE ENGINEERING SERVICES DEPARTMENT fpr (909) 477-2740, MONDAY --- THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE. 15. A PERMIIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTION OR ENCR"OjACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHTS-OF-WAY. 16. CONTRAC%nOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK, AIL! DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 17. WORK SIItaE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHAH! L BE CLEANED UPON REQUEST OF THE INSPECTOR. 18. ALL PAV[81MENT MARKINGS, INCLUDING UTILITY MARKINGS, SHALL BE MADE IN CHALK SPRAY PAINT. IT SHALL BE ?'HE RESPONSIBILITY OF THE i(�ONTRACTOR TO REMOVE ALL MARKINGS AT THE CONCLUSION OF THE CONSTRUCTION. REINFOR(:•ED CONCRETE 1 • ALL CONI(! RETE SHALL BE MIXED, FORMED, DEPOSITED, PLACED, CURED, AND INSPECTED IN ACCORDANCE WITH ClAiLTRANS 2015 STANDAR[D) SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS. 2. CONCREVEF FOR FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, F'c, OF 3,000 P.S.I. IN 28 DAYS. 3. ALL CEMIfFNT SHALL BE TYPE V PER ASTM 150 WITH AN ALKALI CONTENT LESS THAN 0.60%. ALL EXISTING SURVEY MONUMENTS WHICH MAY BE DISTURBED BY' 1fHIS PROJECT SHALL BE REFERENCED BY A. SAN cGABRIEL VALLEY MUNICIPAL WATER DISTRICT....................................................................................... (626) 969-7911 THE CITY CONSTRUCTION SURVEYOR IN ACCORDANCE WITH SECTIOIV+ 8771 OF THE CALIFORNIA SURVEYORS ACT, FOR NORMAL WEIGHT CONCRETE CON11tACT MR. DAVE JOHNSON FOR BASE LINE RD. 301. ALSO SEE NOTE 3 ON SHEETr 5 PRIOR TO THE START OF CONSTRUCTION. ALL MONUMENTS CALL6 C; OUT TO BE PROTECTED IN PLACE, IF 1402 N. VOSBURG DRIVE DESTROYED BY THE CONTRACTOR'S OPERATIONS, SHALL BE RESEP 13Y THE CONTRACTOR'S SURVEYOR AT AZUL, CA 91702 CONTRACTOR'S EXPENSE. B. VERIZON................................................................................................................................................................ (760) 245-0330 TEMPORARY BENCH MARK (T.B.M.) C. SPRIINgT................................................................................................................................................................ (800) 521-0579 FOUND 1" ROUND HEAD BOLT IN CULVERT WALL. ASSUMED ELEVATION = 500.00 FEET D. SOUINHERN CALIFORNIA GAS COMPANY.......................................................•......................................... , (909) 335-7583 P.O. [BOX 3003 (909) 335-3919 REDL,%ANDS, CA 92373 E. CUCAIMONGA VALLEY WATER DISTRICT............................................................................................................ (213) 217-7807 10441(0 ASHFORD STREET RANC:IHO CUCAMONGA, CA 91730 F. CHACa"TER COMMUNICATIONS CORPORATION......................................................................................................:. (951) 343-5171 4240, N. HALLMARK PARKWAY SAN LBERNARDINO, CA 92407 G. SOUITIHERN CALIFORNIA EDISON COMPANY......................................................................................................... (909) 357-6221 79511 REDWOOD AVENUE FONV.ANA, CA 92336 13. THE COIiv1TRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY OF RANCHO C,IUCAMONGA FIRE DEPARTMII<NT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUCTION INDICATING ANY DETOUR AND/OR ROAD CLOSURE=�5- 14. FOR INSIPfECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE ENGINEERING SERVICES DEPARTMENT fpr (909) 477-2740, MONDAY --- THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE. 15. A PERMIIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTION OR ENCR"OjACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHTS-OF-WAY. 16. CONTRAC%nOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK, AIL! DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 17. WORK SIItaE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHAH! L BE CLEANED UPON REQUEST OF THE INSPECTOR. 18. ALL PAV[81MENT MARKINGS, INCLUDING UTILITY MARKINGS, SHALL BE MADE IN CHALK SPRAY PAINT. IT SHALL BE ?'HE RESPONSIBILITY OF THE i(�ONTRACTOR TO REMOVE ALL MARKINGS AT THE CONCLUSION OF THE CONSTRUCTION. REINFOR(:•ED CONCRETE 1 • ALL CONI(! RETE SHALL BE MIXED, FORMED, DEPOSITED, PLACED, CURED, AND INSPECTED IN ACCORDANCE WITH ClAiLTRANS 2015 STANDAR[D) SPECIFICATIONS AND STANDARD SPECIAL PROVISIONS. 2. CONCREVEF FOR FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, F'c, OF 3,000 P.S.I. IN 28 DAYS. 3. ALL CEMIfFNT SHALL BE TYPE V PER ASTM 150 WITH AN ALKALI CONTENT LESS THAN 0.60%. 4. MAXIMUMI WATER-CEMENTITIOUS MATERIAL RATIO BY WEIGHT SHALL BE 0.45. 11. 5. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE (1" MAXIMUM SIZE.) 6. FLY ASHI iIS NOT ACCEPTABLE, UNLESS OTHERWISE APPROVED BY ENGINEER. 7. ALL REINIIFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACIILVG CONCRETE. 8. NO PIPE`S OR DUCTS SHALL BE PLACED IN CONCRETE, UNLESS SPECIFICALLY DETAILED. 9. LOCATION! OF ALL CONSTRUCTION JOINTS, NOT SPECIFICALLY INDICATED ON THE PLANS, SHALL BE REVIEWED BY TITIE ENGINEER PRIOR TO PLACIINNO AND ORDERING OF REINFORCING. 10. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT STEEL OFF THE GROUND, 11. CONCREV5 FORM TOLERANCES SHALL BE WITHIN THE STANDARDS OF THE A.C.I. 301. ALSO SEE NOTE 3 ON SHEETr 5 12. CONCRET(> MIX DESIGN A. THE (CONTRACTOR SHALL BE RESPONSIBLE TO DESIGN THE MIXES TO PROVIDE AT LEAST THE MINIMUM REQUllkMENTS LISTED. THE MIX (D[ESIGNS SHALL BE SIGNED AND SEALED BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA,, B. CONCIRETE MIXES SHALL COMPLY WITH ASTM C-94 AND ACI 318. TRANSPORTING SHALL COMPLY WITH REQltgIREMENTS FOR TRU(CIK-MIXED CONCRETE. C. THE 93LUMP SHALL BE 4 INCHES FOR ALL CONCRETE WORK. SHEET 1- TITLE SHEET SHEET 2- EXISTING TOPOGRAPHY SHEET 3- EXISTING TOPOGRAPHY/ PROPOSED CONTO(U11R GRADING/ REMOVALS �SFiEET=4- HORIZONTAL=AND=VERTfOAE=CONTROFS--FOR-1%ONSTRUCTION= SHEET 5- STORM DRAIN CONSTRUCTION - PLAN SHEET 6- STORM DRAIN CONSTRUCTION - PROFILE A ��.�,- ^r✓LCL Co1V7X01-j ��c� T 7/; / _ / Z--/� CR 3/r>!� T No. 67614 x VEXP. 6/30/-9 1 - M LOCATION MAP '?RpFESS��N Z����aV• V'4RT,a2���y; ce Exp. 03-31-17 Civ OF co - 0 0 m W z Q L Q `c V POINT f5O N 5000 000 E. 10000 000 5ET 1"x2" C P. h e ----"7 PLANTED - Gg69 -SZDPE �- PACIFIC ELECTRIC BIKE TRAIL CONCRETE WALK181KE PATH _ bk 9�1 -------495 6F/ 8 4 0 8 16 24 scale feet GRAPHIC SCALE J n1 DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG SEWICE M K OF SOUTHERN CALIFORNIA TEMPORARY BENCH MARK: FOUND 1" ROUND HEAD BOLT IN CULVERIT WALL. ASSUMED E = 5090.37 ASSUMED N = 10130.85 ASSUMED ELEVATION = 500.00 FEET TEMPORMY BENCH MARK: FOUND 1" BOUND HEAD BOLT IN CULVERT WALL. 0-.OXCRETP m12 A!,4PIAT P' ,TH ASSUMED E = 5090.37 PACIFIq LECTRIC BIKE TRAIL 1 �� 06�`' 0\p1 / \\\ �'' --TOP-- , ASSUMED N = 10130.85 ------ ASSUMED ELEVATION = 500.00 FEET 3MH PROPOSED CURBSIDE DRAIN OUTLET N1N' - ho1�tiTOP------- o _,,-_ ��o _ _-, --------------------� goo cFc- 0 PLANTED _ °� �� .�,�-------___� � � / -�� ; � ; ,-�-_____--� _- ��6 ,,,,- ,,' ,�V`), I C = _12'x 1' _PR/NT F/BER OPTIC DUCT A/Y�K i i - - J _ _ _ --gyp='x77" SPR/NT F/BER OPTIC OUCT ,9AN6s � r- - - - __-- _ �• _ _ - _ _ ---=_- - _ _ - - - - - _ _ _ - _ -_ _ _ _ _ - - _ _ _ _ _ _ 0�. -- _---- - - - - �RR/�r - - i _�. ------8��-----------------4.9� --- OPTIC ------ 6 - ------ \ " B-- - - --- ----- _�2" T - �0 �' -- _ _-- _ --------- ------ 6 �� ' �n�.. ��1 r---------------- --- - -------- GB o 6 ,�1 '�---='= - ,-fr, `�• -x �•., '''` a� �°� _, � P OSS � (k��� � � --- �, '�6 _ • �_--------- - __� -- -- 4k OR I - �0-------- —--------- _ _ — — TOE _ ` \ _ -- - -- X16 �� 0 -------- �0 - - a �9�-------- -- ---- ---- ---- pa7) -- - -- -- -- \ 5 i `(�' %•� /' � — — �---•� — —..� ERS®--\ --_--- li• n � 'J — 1% " CONDU/Tr TOP ____ BUR/ED CONDUITS BEYON .•% / / ---------- - ----- '-------------------------- -- i r / /•• MINN W4 .j 1 n ! I A 6 1-� 1- 0 vv486 YKIM IN IN �� 1. ■ �� • NIc z ts PRO �i TORM 0 EF All - \�OQr��, ! � i � 1 0., j'1 1 �U W 1 I I �I g II = s I Ropo 116" TPAM PRA 4 j 2 III E S ; I II INo I ~Q v L z r- - 1 J6" 0 1 I ��1 V° 8 IIIA gIII ��Illll 11191 I II � II 1 I II 1 1 I I I 11 II II I I I I I I I 11 0 1 JI 1\ 11 II I 110 X11 1 I 1 p1,0• 1 1 1 1 �� I 110"11 �UI oll 16 II I 1 1 1 1 11 1 I II II 11 ' wM i c PL`�/1V to I I Ilk SL 0IPE`I�9' I I( 1 6' s 4 2 0 4 8 12 sGtale feet GRAPHIC SCALE CONSTRUCTIOA NOTES: REMOVE EXIS71NG TREE AND TREE ROOTS. ALL REMOVALS SHALL BE PERFORMED UNDER THE DIRECTION OF THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS SERVICES DEPARTMENT, PARKS AND LANDSCAPE MAINTENANCE GROUP. TRUNK DIAMETER PER CALLOUTS ON PLAN. OREMOVE RETAINING WALLS, CONCRETE SLAB, AND STEPS. SALVAGE SCE METER/CIN CON-rROL PANEL CABINET. RELOCATE SCE METER/CITY CONTROL PANEL CABINET TO THE LOCATION SHOWN ON THE PLANS. O REMOVE/RELWATE ELECTRIC PULL BOX. pQ Oy p0 ESS/ ss \kQoaGt\ Tlgy�� Fye\ 40 REMOVE EXIS71NG CMP RISER. n x NO %7514 %f EXP. 61F30 ((�OFES REMOVE ABANIIDONED CONDUIT.38893GRADE THE AREA SHOWN TO THE CONTOURS SHOWN ON THE PLAN. lCAcIv14 �r DIGALERT DIAL TOLL FREE (n 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND BEWiCE ALERT OF SOUTHERN CALIFORNIA CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS AT VICTORIA PARK PARING LANE EXISTING TOPOGROIPHY PROPOSED CONTOUR GRADING/REMOVALS APPROVED BY: DATE: 0510111L, CITY ENGINEER RCE: 67514 JASON C W$UDV DESIGN RECOM ENDED V.V./H.A. A u f b a u �. DRAWN 639 W. Broadway s4EET Glendale, CA 91204 H.A. 30F 7 CHECKED `R.C.E. NO M893 DRAWING NO. V.V. Vartan V. Vartonions DATE 4/4/16 REG. EXP. /� 31 17 "407 Z 14J 0. cc Q IL 49MINN 6� n. /lmml V � NINE b Q 3MH PROPOSED CURBSIDE DRAIN OUTLET N1N' - ho1�tiTOP------- o _,,-_ ��o _ _-, --------------------� goo cFc- 0 PLANTED _ °� �� .�,�-------___� � � / -�� ; � ; ,-�-_____--� _- ��6 ,,,,- ,,' ,�V`), I C = _12'x 1' _PR/NT F/BER OPTIC DUCT A/Y�K i i - - J _ _ _ --gyp='x77" SPR/NT F/BER OPTIC OUCT ,9AN6s � r- - - - __-- _ �• _ _ - _ _ ---=_- - _ _ - - - - - _ _ _ - _ -_ _ _ _ _ - - _ _ _ _ _ _ 0�. -- _---- - - - - �RR/�r - - i _�. ------8��-----------------4.9� --- OPTIC ------ 6 - ------ \ " B-- - - --- ----- _�2" T - �0 �' -- _ _-- _ --------- ------ 6 �� ' �n�.. ��1 r---------------- --- - -------- GB o 6 ,�1 '�---='= - ,-fr, `�• -x �•., '''` a� �°� _, � P OSS � (k��� � � --- �, '�6 _ • �_--------- - __� -- -- 4k OR I - �0-------- —--------- _ _ — — TOE _ ` \ _ -- - -- X16 �� 0 -------- �0 - - a �9�-------- -- ---- ---- ---- pa7) -- - -- -- -- \ 5 i `(�' %•� /' � — — �---•� — —..� ERS®--\ --_--- li• n � 'J — 1% " CONDU/Tr TOP ____ BUR/ED CONDUITS BEYON .•% / / ---------- - ----- '-------------------------- -- i r / /•• MINN W4 .j 1 n ! I A 6 1-� 1- 0 vv486 YKIM IN IN �� 1. ■ �� • NIc z ts PRO �i TORM 0 EF All - \�OQr��, ! � i � 1 0., j'1 1 �U W 1 I I �I g II = s I Ropo 116" TPAM PRA 4 j 2 III E S ; I II INo I ~Q v L z r- - 1 J6" 0 1 I ��1 V° 8 IIIA gIII ��Illll 11191 I II � II 1 I II 1 1 I I I 11 II II I I I I I I I 11 0 1 JI 1\ 11 II I 110 X11 1 I 1 p1,0• 1 1 1 1 �� I 110"11 �UI oll 16 II I 1 1 1 1 11 1 I II II 11 ' wM i c PL`�/1V to I I Ilk SL 0IPE`I�9' I I( 1 6' s 4 2 0 4 8 12 sGtale feet GRAPHIC SCALE CONSTRUCTIOA NOTES: REMOVE EXIS71NG TREE AND TREE ROOTS. ALL REMOVALS SHALL BE PERFORMED UNDER THE DIRECTION OF THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS SERVICES DEPARTMENT, PARKS AND LANDSCAPE MAINTENANCE GROUP. TRUNK DIAMETER PER CALLOUTS ON PLAN. OREMOVE RETAINING WALLS, CONCRETE SLAB, AND STEPS. SALVAGE SCE METER/CIN CON-rROL PANEL CABINET. RELOCATE SCE METER/CITY CONTROL PANEL CABINET TO THE LOCATION SHOWN ON THE PLANS. O REMOVE/RELWATE ELECTRIC PULL BOX. pQ Oy p0 ESS/ ss \kQoaGt\ Tlgy�� Fye\ 40 REMOVE EXIS71NG CMP RISER. n x NO %7514 %f EXP. 61F30 ((�OFES REMOVE ABANIIDONED CONDUIT.38893GRADE THE AREA SHOWN TO THE CONTOURS SHOWN ON THE PLAN. lCAcIv14 �r DIGALERT DIAL TOLL FREE (n 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND BEWiCE ALERT OF SOUTHERN CALIFORNIA CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS AT VICTORIA PARK PARING LANE EXISTING TOPOGROIPHY PROPOSED CONTOUR GRADING/REMOVALS APPROVED BY: DATE: 0510111L, CITY ENGINEER RCE: 67514 JASON C W$UDV DESIGN RECOM ENDED V.V./H.A. A u f b a u �. DRAWN 639 W. Broadway s4EET Glendale, CA 91204 H.A. 30F 7 CHECKED `R.C.E. NO M893 DRAWING NO. V.V. Vartan V. Vartonions DATE 4/4/16 REG. EXP. /� 31 17 "407 CONCRETE NA& /N -WALK 10/NT SET APPROX. 13.5" FROM EDGE OF CONCRETE ----------------- N 509499 PACIFIC ELECTRIC BIKE TRAIL E 10,109.92 -_ J x a x 0 z w 0 z w cc w w cc 10 5 0 10 20 30 scale feet GRAPHIC SCALE �rrrrrrrrrr rr rr�ypy �rr+rrrrrrrrrrr� M 4 .s 04 O 0 ------CONCRETE- - CONCRETE NA/L /N WALK 1011VT _-__-------` _ SET APPROX. 13.5" FROM EDkCE OF CONCRETE N.• 5,094.99 PACIFIC ELECTRIC BIKE TRAIL E- /q/09. 92 -_-_-____- ---_-- -. ------- - - - - - - J /�� r r r r r r r r r r r r r r r r r r r r r r r r rr rye rrrrrr .r r r r r r r r �I i_ COLUITN I I I I II i� I� I^ I OUTLINE OF I 8" C. M. U. I II I � I PROPOSED I METER CAB/NET I 3 II i CO* LIMN PROPOSED SCE METER/ CITYCONTROL PANEL CAB/NETLOCAT/ON FOR DETAIL S SEE SHEET 7R2 COORDINATES POINT N E AO 5,026.16 10,029.28 BO 5,030.14 10,034.12 © 5,030.14 10,041.58 MH 5,032.21 10,041.56 DO 5,036.47 10,041.52 O 5,042.77 10,046.17 FO 5,054.29 10,049.15 GO 5,062.13 10,060.45 HO 5,056.91 10,075.98 O 5,067.76 10,075.98 JO 5,067.76 10,086.98 KO 5,056.91 10,086.98 © 5,062.32 10,081.48 4 .s 04 O 0 ------CONCRETE- - CONCRETE NA/L /N WALK 1011VT _-__-------` _ SET APPROX. 13.5" FROM EDkCE OF CONCRETE N.• 5,094.99 PACIFIC ELECTRIC BIKE TRAIL E- /q/09. 92 -_-_-____- ---_-- -. ------- - - - - - - J /�� r r r r r r r r r r r r r r r r r r r r r r r r rr rye rrrrrr .r r r r r r r r �I i_ COLUITN I I I I II i� I� I^ I OUTLINE OF I 8" C. M. U. I II I � I PROPOSED I METER CAB/NET I 3 II i CO* LIMN PROPOSED SCE METER/ CITYCONTROL PANEL CAB/NETLOCAT/ON FOR DETAIL S SEE SHEET 7R2 J u No. 38893 Exp, 03-31-17 DIGALERT DIAL TOLL FREE (n 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA COORDINATES POINT N E O 5,006.17 10,036.68 2� 4,997.53 10,037.43 3O 4,998.05 10,043.41 O 5,006.69 10,042.66 J u No. 38893 Exp, 03-31-17 DIGALERT DIAL TOLL FREE (n 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TEMPORARY BENCH MARK: FOUND 1" ROUND HEAD BOLT IN CULVERT WALL. ASSUMED E = 5-090.37 ASSUMED N = 11(0130.85 ASSUMED ELEVATION = 500.00 FEET STA. 0+46.63 I II \I \I I I I I\ \ I II II 1 I I I 1 1 1 I II I I 1 I II I I II I I I II I INV. I II I I I I I II I � II I GI I 3 I II I ti 1 o I I 7 rI 5 0 I I I I I' I ox q I I I I I I� �V�• 5 W i ii i t I� STA. 0+: INV. ELEV. _ �J JOIN CURB, GUTTER MiM AND SIDEWALK I 5 STA. 0+17.31 INV. ELEV. = 475.24 1 A INNa 3'-0" �J STA. 0+12.31 2 INV. ELEV. = 474.61 4 a . ° a STA. 0+00 TC = 475.38 JOIN CURB & GUTTER I I N I W.M. I TIL EXIST. I I WATERMETER] SEE SHEET 7 FOR lls I PROPOSED WORK 0 v I II 3 III Y II s 0 it r II II 11 � 4 2 0 4 8 12 scala feet GRAPHIC SCALE PROPOSED CURB AND GUTTER 2i SLOPE =PROPOSED SIDEWALK SECTION B -B N.T.S. D /MENEM / / / 39.933 / 483.41 LJ / / / / / / 1 ICOL UMN _I 1 1 1 7 I i I I I 1 I I I I I I I II II II II II TI N Ig I� Is Im I I I I I I I I I I I I I I I I I I I I I I I GRPpF. I PROPOSED 8" HIGH CURB 11.00, 3' 5 M 3' ELEV. = 491 10' ELEV. = 49 CONSTRUCTION NOTES: A Oq Ea 0 OREMOVE EXISTING CURB AND GUTTER AND CONSTRUCT CURB AND GUTTER TO MATCH THE EXISTING CURB HEIGHT, GUTTER WIDTH, AND CUIIRVED ALIGNMENT OF CURB AND GUTTER. OREMOVE EXISTING SIDEWALK AND CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 1®3. CONSTRUCT 8" HIGH CURB, MONOLITHIC WITH SIDEWALK AT THE BACK OF SIDEWALK PER SECTION B -B THIS SHEET. CURB BATTER PER CITY OF RANCHO CUCAMONGA STANDARD PLANT 104. 3 CONSTRUCT CURBSIDE [DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 107-C, 0=2'-0". SEE SECTION A -A ON SHEET 6 FOR HEIGHT OF OPENING. CONSTRUCT 8" HIGH CURB, MONOLITHIC; WITH CURBSIDE DRAIN OUTLEfi. CURB BATTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104. OCONSTRUCT MODIFIED MANHOLE NO. 3 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 320. 4 MODIFY MANHOLE DIMENSIONS AS SHOWN ON PLAN THIS SHEET AND SECTION A -A ON SHEET 6 TO ACCEPT THE RECTANGULAR SIDE OPENING. USE ALHAMBRA A-1500 PRESSURE MANHOLE COVER AND FRAME OR APPROVED EQUAL. OCONSTRUCT 12" DIAMET1ER REINFORCED CONCRETE PIPE. D -LOAD PER PROFILE. TYPE I BEDDING PER CJITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 341. 8O CONSTRUCT CONCRETE (COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 329. OCONSTRUCT CONCRETE (COLLAR PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 329, MODIFY 'T" TO 12". OCONSTRUCT 2' DEEP, LIGHT, GROUTED ROCK SLOPE PROTECTION, METHOD B PLACEMENT, PER 2015 CALTRANS STANDARD SPECIFICATION - SECTION 72-2.028. OCONSTRUCT CMP RISER AND JUNCTION BOX WITH DEBRIS RACK CAGE PER CALTRANS STANDARD PLAN D93C. OMIT THE 110" SLOTS IN THE PIPE RISER. REPLACE SLOTS WITH 1Y2" DIA. HOLES AT 6" CENTERLINE SPACING. 10 CONSTRUCT 6" THICK COONCRETE APRON WITH 6x6 -W2.0 x W2.0 (6x6 - 10x10) WELDED WIRE FAaRIC OVER 12" COMPACTED NATIVE MATERIAL. NOTE: SEE SHEET 6 FOR SECTION A -A. ' 10.67514 fEXP.6/30/L No. 38893 Exp. 0-31-17 DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CkUFORNAA CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS AT VICTORIA PARK PARK( LANE STORM DRAIN IMPROVEMENTS • PLAN APPROVED BY: DATE: CITY ENGINEER JASON CkWgL&W RCE: 67514 DESIGN RECO END D V.V.,H.A. A u f b a u DRAWN 639 W. Broadway AEET Glendale, CA 91204 H.A. _ WI of 7 CHECKED R.C.E. NO X693 DRAWING N0. V.V. VaV. fans 2 DATETE 4/4/16 4/16 16 REG. EXP.3 /31 1] 407 TEMPORARY BENCH MARK: FOUND 1" ROUND HEAD BOLT IN CULVERT WALL. ASSUMED E = W90.37 ASSUMED N = 1110130.85 ASSUMED ELEVA71ON = 500.00 FEET 10, SLOPE PROTECTION $ 8 w w SEE CONSTRUCTION �W,I �Wy FINISH n GRADE w z w 2 W z SLOPE 490 1944444 4:90 EXISTING PROFILE -7 FINISH ' of z^ 7d X GRADE cc / LL FW ����' S' MJV WU PROPOSED — w _ C!ZW c a rn S=2.88111 L--- ¢ X CC CS ro jW N F Z LL 8 o Vt a Na M n V d p�o N II Z pN>C! Ui O C4�W o III X �� ^ It a .+} OUi C pW0 W n Ila QWyI N JJ W W LU LL N ?��j W l y m 5 Z W 2 z 12.31' 5.00' 54.90, 7" H x 24" W CULVERT 1 M.H. STRUCTURE 12" RCIP, D-2000 SECTION A -A SCAL!E: 1"=3' NOTE: SEE SHEET 5 FOR CONSTRUCTION NOTES. Q�pFESSIOpq� `�P\STIANy� Fy6� CITY OF RANCHO CUCAMONGA _ ` jO Op0.0FE55/aN Xo.67514 vA�< * exr.s/ao/1— * .e�� '" _a PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS \Q, No. W893 nir m cNn a 4". W-]1-17 AT VICTORIA PARK PARK LANE �TF OF CAV\FAQ 4, clvky II ,SOF CN%f� STORM DRAIN IMPROVEMENTS • PROFILE APPROVED BY: DATE: 0510y/11- CITY ENGINEER DIGALERT JASON RCE: 67514 DESIGN RECOMME ED A u f b a u DIAL TOLL FREE V.V./H.A. 9� 1-800-422-4133 DRAWN 639 W. Broadway SEE Glendale, CA 91204 AT LEAST TWO DAYSH.A. g OF 7 BEFORE YOU DIG CHECKED �' R.C.E. N0.:38893 DRAWING NO. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA V.V. Vorton V. Varfanions DATE 4 4 16 REG. EM Jt i] 9407 SEE SHEET 5 FOR PROPOSED WORK 1 1 1 I I I A \\ 11 11 II 1 1 I I I I 6,II I k4�'h I 111111 4 I 1 I 1 to i I I I 11� � 1 1 1 III I I�I i 1 11 I II 11g 111 I I I 1 p I 12"I I I I I I 1 I 1 i I II 1 1 12^ 1 1 I 1 I 6" 1 I 21 gIDEf1AlK 11 11 1\ 11 11 II I 1 1 1 1 1 I 11 1 1 1 SEE "DETAIL A" k�1 THIS SHEET 5 0 5 10 15 � scale feet GRAPHIC SSCALE CONSTRUCTION NOTES: Li COL UMN TW=478.89 F.S.=474.69 0 n TW=478.89 F.S.=474.55/ TW=478.59 B TW=477.89 01 METER/ 3'_2" TW=476.89 IL CONTROL CABINET r1 r1 I I I I TW=475.89 F.S.=474.52 I I II WALK x II II o it II II II Q SCE ELECTRICAL CONDUITII II ELECTRICAL CONDUIT AT THE METER' —_ AS REQUIRED AT THE A CONTROL CABINET "DETAIL A" PLAN N.T.S. N.T.S. OCONSTRUCT TYPE 6A WALL PER CALTRANS STANDARD PLAN 83-7B. SEE SECTIONS A—A AND B—B THIS SHEET. REVISE MORTAR CAP PER SECTIONS SHOWN ON THIS SHEET. USE 8x6x16 ORCO SLUMPED BLOCK (COLOR: LA PAZ) OR APPROVED EQUAL. APFDLY HENRY AQUA BLOC- WB WATERPROOFING FOR BELOW GRADE WATERPROOFING OR APPROVED EQUAL. PROVIDE SLEEVES THROUGH THE FOOTING/SLAB FOR ELECTRICAL CONDUITS AS REQUIRED. CONSTRUCT 1'-2` THICK CONCRETE FOOTING WITH #4 (9 12" O.C. TOP AND BOTTOM. INCORPJORATE INTO THE FOOTIINGS OF THE RETAINING WALLS. OCONSTRUCT CABLE RAILING PER CALTRANS STANDARD PLAN B11 —47 (SECTION A—A). OCONSTRUCT 4—INCH THICK CONCRETE SLAB OVER VARIABLE THICKNESS SAND. 4OREMO)VE EXISTING SIDEWALK AND CONSTRUCT 4—INCH THICK CONCRETE SIDE0ALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 103. OREMOVE EXISTING TREE AND TREE ROOTS AS PER CITY URBAN FORESTRY. TRUNIK DIAMETER PER CALLOUTS ON PLAN. OADJUST WATER METER BOX AND COVER TO FINISH GRADE. BOT. FTG.=4 m". SECTION B -B N.T.S. a" Q STEP C) 0 2'-0" 2'-0" 16" 8„ � r STEP STEP STEP z w w r7 w 0) ro N � n �I O1 �I ml o I T.W.=475.89 n I I 8„ I Ya" PRE—MOLDED T T T T T JOINT FILLER I BOT, FTG.=472.85 Ya" PRE—MOLDED CONCRETE FOOTING JOINT FILLER WITH #4 @ 12" O.C. TOP AND BOTTOM RETAINING WALL FOOTING 7'-4" SECTION A -A No. 38893 Exp. 03-31-17 \sT CIV i�-/ DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N.T.S. METER CABINET NOT SHOWN FOR CLARITY PURPOSES TX=478.89 /I / I / I / I N J v� o� x� SEE SHEET 5 FOR PROPOSED WORK 1 1 1 I I I A \\ 11 11 II 1 1 I I I I 6,II I k4�'h I 111111 4 I 1 I 1 to i I I I 11� � 1 1 1 III I I�I i 1 11 I II 11g 111 I I I 1 p I 12"I I I I I I 1 I 1 i I II 1 1 12^ 1 1 I 1 I 6" 1 I 21 gIDEf1AlK 11 11 1\ 11 11 II I 1 1 1 1 1 I 11 1 1 1 SEE "DETAIL A" k�1 THIS SHEET 5 0 5 10 15 � scale feet GRAPHIC SSCALE CONSTRUCTION NOTES: Li COL UMN TW=478.89 F.S.=474.69 0 n TW=478.89 F.S.=474.55/ TW=478.59 B TW=477.89 01 METER/ 3'_2" TW=476.89 IL CONTROL CABINET r1 r1 I I I I TW=475.89 F.S.=474.52 I I II WALK x II II o it II II II Q SCE ELECTRICAL CONDUITII II ELECTRICAL CONDUIT AT THE METER' —_ AS REQUIRED AT THE A CONTROL CABINET "DETAIL A" PLAN N.T.S. N.T.S. OCONSTRUCT TYPE 6A WALL PER CALTRANS STANDARD PLAN 83-7B. SEE SECTIONS A—A AND B—B THIS SHEET. REVISE MORTAR CAP PER SECTIONS SHOWN ON THIS SHEET. USE 8x6x16 ORCO SLUMPED BLOCK (COLOR: LA PAZ) OR APPROVED EQUAL. APFDLY HENRY AQUA BLOC- WB WATERPROOFING FOR BELOW GRADE WATERPROOFING OR APPROVED EQUAL. PROVIDE SLEEVES THROUGH THE FOOTING/SLAB FOR ELECTRICAL CONDUITS AS REQUIRED. CONSTRUCT 1'-2` THICK CONCRETE FOOTING WITH #4 (9 12" O.C. TOP AND BOTTOM. INCORPJORATE INTO THE FOOTIINGS OF THE RETAINING WALLS. OCONSTRUCT CABLE RAILING PER CALTRANS STANDARD PLAN B11 —47 (SECTION A—A). OCONSTRUCT 4—INCH THICK CONCRETE SLAB OVER VARIABLE THICKNESS SAND. 4OREMO)VE EXISTING SIDEWALK AND CONSTRUCT 4—INCH THICK CONCRETE SIDE0ALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 103. OREMOVE EXISTING TREE AND TREE ROOTS AS PER CITY URBAN FORESTRY. TRUNIK DIAMETER PER CALLOUTS ON PLAN. OADJUST WATER METER BOX AND COVER TO FINISH GRADE. BOT. FTG.=4 m". SECTION B -B N.T.S. a" Q STEP C) 0 2'-0" 2'-0" 16" 8„ � r STEP STEP STEP z w w r7 w 0) ro N � n �I O1 �I ml o I T.W.=475.89 n I I 8„ I Ya" PRE—MOLDED T T T T T JOINT FILLER I BOT, FTG.=472.85 Ya" PRE—MOLDED CONCRETE FOOTING JOINT FILLER WITH #4 @ 12" O.C. TOP AND BOTTOM RETAINING WALL FOOTING 7'-4" SECTION A -A No. 38893 Exp. 03-31-17 \sT CIV i�-/ DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N.T.S. METER CABINET NOT SHOWN FOR CLARITY PURPOSES TX=478.89 PACIFIC EL � 0.EMA�tJ1NG —� 7j.6`DUCK NM<� ti,)f QE9 nxsoxls �os(oME 0. SO Lf1 EX Dvcc W ITN BIKE TRAIL ®� p�pES(AL �nrce eox (zJ Q t01�(hLV �w^�R �U51.OH`� NAS wArn W '�JeNCNO WGAMe ""`" �.cro0.1R PARK ICf 11ol�yoU . looA `g\ i I HH to 4e0 L0 1-3" 0y6T t5 IDSA FIN So NEu NK ti�, OUG'C U:15� 2.110 t -ICO NN,to M I 1 Ek.-jq2' Z-110 1_iGtP vroo3910 H>�-� \ \ \ 0 30 ScALe- 7101 VICTORIA PARK RNNCHO CUCAMONGA. CA 91730 BALE ARRRC�BY QIE BY BRAN -BY PAX/SMET 1 1 I�N18 0192_0.01 Southam California Edson Compa y or