Loading...
HomeMy WebLinkAbout2410GENERAL NOTES: GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — 2015 EDITION. CONTRACTOR %HALL BE FAMILIAR WITH AND SiHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VIALVES, FIRE HYDRANTS, ETC. SHOWN) OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THE PROJECT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK '!IS TO BE DONE SHALL BE PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY WNTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE 'AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES AND/ SUBSTRUCTURES WITHIN THE CIONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A FRESULT OF THE CONSTRUCTION OPERATIONS. 5, THE CMNTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. 6. THE WNTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO START[ OF EXCAVATION. 7. THE WNTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE Bk�FORE STARTING WORK„ AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 8, ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND. THESE NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK SO INVOLVED. 9. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE [DRAWINGS. 10. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND STATE SAFETY REQUIREMENTS. 11. CONTRACTOR SHALL DETERMINE LOCATION OF ALL EXISTING UTILITIES IN THE AREA TO BE EXCAVATEtB PRIOR TO EXCAVATION AND SHALL NOT PERFORM ANY WORK THAT WILL DAMAGE EXISTING UTILITIES. 12. PROVIIDED FOR CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: A. SAM GABRIEL VALLEY MUNICIPAL WATER DISTRICT............................................................................ (626) 969-7911 CMTACT MR. DAVE JOHNSON FOR BASE LINE RD. 1402 N. VOSSURG DRIVE AZIUSA, CA 91702 B. SPTRINT......................................................................................................................I.....................:.... (800) 521-0579 C. VEIRIZON................................................................................................... D. SOUTHERN CALIFORNIA GAS COMPANY ..............................••••••.••.••••.••• P.O. BOX 3003 REIDLJANDS, CA 92373 E. CUCAMONGA VALLEY WATER DISTRICT . .............................•••• 1014140 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 F. CHIARTER COMMUNICATIONS CORPORATION ..................•••..•.............•• 4Z40 N. HALLMARK PARKWAY SAIN BERNARDINO, CA 92407 ...........................::.... (760) 245-0330 ................................ (909) 335-7583 (909) 335-3919 ................••• (213) 217-7807 •••••• I ............ w.—. (951) 343-5171 G. SaUTHERN CALIFORNIA EDISON COMPANY..............................................................................'t... (909) 357-6221 79351 REDWOOD AVENUE FO'MTANA, CA 92336 13. THE VONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY (OF RANCHO CUCAMONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRIUCTION INDICATING ANY DIETOUR AND/OR ROAD CLOSURES. 14. FOR IMSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909) 477-2740, MONDNAY - THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DAT1[E, 15. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTt(ON OR ENCROACHMENT WITHIN) ANY CITY OF RANCHO CUCAMONGA RIGHTS-OF-WAY/ PROPERTY. 16. CONTIRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE FPRIOR TO COMMI£NCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATFe1LY TO THE CITY. 17. WORKS SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STpATE, THROUGHOUT CONSVRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS BETWEEN EVEREST PLACE AND EASTWOOD AVENUE (I-210 L 19th ST. z MONTE VIS A Q PROJECT ST... W z srm U o BASE LANE (Y PALO Al= ST. Q � Q W Q \eP Q CHU CH a m 2 = SAN BERNARDINO RD FOOTHI F ILI:] EXI5RNG OECOWOSEO GRAN/7E W HORSE 7RA/L I,,E0. Ea ' ; LOCATION MAP --------`------ / \ \ I FLOW L/NE I \ s \ iy EX/5r 6'wOE e SEE PLAN" SHEET 3 OPOSED BACKF/LI SLOPE FOR THE PROPOSED FLOW ZAA/F \ — — EX— w — — USE 7HE EXCAVA7E0 MArmAL GEAYRA7ED BY INE PRAECr r0 ELEVAT/ONS OF THE GRADED) SWALE 7W EXTENT AND AT 7HE LOCARaYS D/REC7E0 BY #EC/TYS \ / PRaccr ENLYNEFR THE wmr /s 7o unu2E ALL OR PaRmums \ \ VARIES OF THE EXCAVA7ED MA IFR/AL LINERA7FD AT INC PRaCC7' 577F I 1 AS F7LL SLOPES THE CX7RAC70R SHALL EXPORT ANY AND ALL \ I 1 EXCESS AND/CIR UNSUITABLE EXCAVA7ED MATERIAL A7 CITY a- RANCHO WCAMONGA S OIRECAaV. 7HE RLL SYOPES KL BE /N_— '� �c 7HE GENERAL PROXIMITY OF 7HE EXCAVA710✓ AREAS CYABBLES AND ROCKS /N EXCESS OF 6 INCHES /N O&ENS/ON \ / SHALL NOT BE USED IN FILL SLOPES FKL SLOPES SNALL BE \ CCMPA07ED 70 5'OA RRA BIE COWAC770N! \ \ d TYPICAL CROSS SECTION / LOOKING NORTHEAST SHEET INDEX: PROPOSED IMPROVEMENTS SEE PLAN" SHEET 3 N.T.S. FOR THE PROPOSED IMPROVEMENTS SHEET 1 — TITLE SHEET SHEET 2— EXISTING TOPOGRAPHY SHEET 3— PLAN SHEET 4— DETAILS AND CROSS SECTIONS SHEET 5— CROSS SECTIONS — STA. 1+00 TO STA. 2+25 SHEET 6— CROSS SECTIONS — STA. 2+50 TO STA. 4+00 N� MAG IV CONCRETE STRIP USED AS TEMPORARY BENCH MARK. ASSUMED ELEVATION = 500.00 FEET SEE + ON SHEET 2 FOR LOCATION. LINE "A'-� 7+50 BLOCW WALL 2+00 PO/NT 'AW" J t — 7-EX/SRNG BLOCK WALL PO/NT 9" ASSUMED N = 4743.85 ASSUMED N = o ASSUMED E = 9848.11 (SEE ASSUMED BENCH MARK ASSUMED E = 9795.41 ON SHEET 2) 1 ti W EXISTING SURVEY MONUMENTATION o (SEE ASSUMED BENCH MARK Io ALL EXISTING SURVEY MONUMENTS WHICH MAY BE DISTURBED BY THIS PROJECT SHALL BE REFERE44CED BY THE CITY COORD/NATES ON SHEET 2) e e W -k CONS'RRUCTION SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA SURVEYORS ACT[„ PRIOR TO THE y ? U START OF CONSTRUCTION. ALL MONUMENTS CALLED OUT TO BE PROTECTED IN PLACE, IF DESTROYrfED BY THE I I CONTFHACTOR'S OPERATIONS, SHALL BE RESET BY THE CONTRACTOR'S SURVEYOR AT CONTRACTOR'S [EXPENSE. A A �Q A K U y W TEMPORARY BENCH MARK MAG IV CONCRETE STRIP USED AS TEMPORARY BENCH MARK. ASSUMED ELEVATION = 500.00 FEET SEE + ON SHEET 2 FOR LOCATION. LINE "A'-� 7+50 BLOCW WALL I 7568 e 7558 PpPPER STREET = PEPPER STREET V STATION LINE - LINE "AN N.T.S. PO/NT n- ASSUM0i N = 4849.00 ASSUMED E = 9901.07 (SEE ASSIUMEO BENCH MARK COOR911VA7E5 ON SHEET 2) No.67F514 EXP.6/$Ol1-I- No. 38893 Ex, 03-31-17 DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFVRNIA ' DESCRIPTION OF REVISION I DATE I AP ROVED: CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS BETWEEN EVEREST PLACE AND EASTWOCiD AVENUE TITLE SHEET/ GENERAL NOTES/ )LOCATION MAP APPROVED BY: DATE: 051OWLL' CITY ENGINEER RCE: 67514 JASON G E DESIGNPLAN PREPARED BY: RECOMMENDED V.V. Aufbau.. DRAWN 639 W. Broadway 9HEET Glendale, CA 91204 G.S. /1 of 8 CHECKED f� 14014=i R.C.E. N® 38693 DRAWING NO. V.V. Varton V. VortanianB 24'10 DATE 4/5/16 REG. EXiP.3 31 17 2+00 — t — 7-EX/SRNG BLOCK WALL PO/NT 9" ASSUMED N = 4797.60 ASSUMED E = 9848.11 (SEE ASSUMED BENCH MARK COORDINATES ON SHEET 2) I 7568 e 7558 PpPPER STREET = PEPPER STREET V STATION LINE - LINE "AN N.T.S. PO/NT n- ASSUM0i N = 4849.00 ASSUMED E = 9901.07 (SEE ASSIUMEO BENCH MARK COOR911VA7E5 ON SHEET 2) No.67F514 EXP.6/$Ol1-I- No. 38893 Ex, 03-31-17 DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFVRNIA ' DESCRIPTION OF REVISION I DATE I AP ROVED: CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS BETWEEN EVEREST PLACE AND EASTWOCiD AVENUE TITLE SHEET/ GENERAL NOTES/ )LOCATION MAP APPROVED BY: DATE: 051OWLL' CITY ENGINEER RCE: 67514 JASON G E DESIGNPLAN PREPARED BY: RECOMMENDED V.V. Aufbau.. DRAWN 639 W. Broadway 9HEET Glendale, CA 91204 G.S. /1 of 8 CHECKED f� 14014=i R.C.E. N® 38693 DRAWING NO. V.V. Varton V. VortanianB 24'10 DATE 4/5/16 REG. EXiP.3 31 17 E 9785 463 SET 60,0 NA/L PL,AST/C FENCc 485 _ _— _I P WALL W/ ---- ti WO FENCE i N1 a1 k15 k1d9 a5 9 ��G 15� a1�� a1$ d% d1�' O g k a9 E d ko a1a 4119' o 7578 PEPPE?N da1b' 7568 PEPPER ST 7559 PEPPER ST PACIFIC ELECTRIC POINJ,¢°7 N 4859.835 E 9859.158 'S SET 600 NAIL p9� TOP 1) i k956 FENCE 7548 PEPPER ST t9/1(E TRAIL 7538 PEPPER ST TEMPORARY BENCH/ MARK MAG 1N CONCRETE STRIP USED AS T. B, M. ASSUMED N = 50,3791 ASSUMED E = 10017.27 ASSUMED ELEV = 500.00 FEET T. BAl .. E' 10000 000 � o 6' Ca CREW HEADER _ � � AT MM BWNDARY SET >"x2" CP. 5 --- 500 ngg� 500 �`9s� 5006 a c 5o0 FGA 01 i 24'=-26" k• 22-0 7528 PEPPER ST 11 VN No. 38893 Up. 03-31-17 36" 7518 PEPPER ST 0 5 scale feet GRAPHIC SCALE DESCRIPTION OF REVISION DATEcrtY APPROVED: CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS BETWEEN EVEREST PLACE AND EASTWOOD AVENUE EXISTING TOPOGRAPHY APPROVED BY:DATE: os/oypv CITY ENGINEER z � JAsoN C. L RCE 67614 DESIGN PLN PREPARED BY: REC MMENDED Aufbau.. DRAWN 639 W. Broadway SHEET Glendale, CA 91204 G.S. 2 GF 6 CHECKED R.C.E. NO 3M93 DRAWING NO. V.V. Vartan V. Vmtanians DATE 4/5/16 REG. EXP, 3 I� 1 17 `410 a1� 9 k a ag5 61 24'=-26" k• 22-0 7528 PEPPER ST 11 VN No. 38893 Up. 03-31-17 36" 7518 PEPPER ST 0 5 scale feet GRAPHIC SCALE DESCRIPTION OF REVISION DATEcrtY APPROVED: CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS BETWEEN EVEREST PLACE AND EASTWOOD AVENUE EXISTING TOPOGRAPHY APPROVED BY:DATE: os/oypv CITY ENGINEER z � JAsoN C. L RCE 67614 DESIGN PLN PREPARED BY: REC MMENDED Aufbau.. DRAWN 639 W. Broadway SHEET Glendale, CA 91204 G.S. 2 GF 6 CHECKED R.C.E. NO 3M93 DRAWING NO. V.V. Vartan V. Vmtanians DATE 4/5/16 REG. EXP, 3 I� 1 17 `410 17kA=2Q V V V V V V V V I I I I I I I I „„ S}EEDETA/L A �ryh �hh �^ doh �Nh �hh^h doh SHEET �4) -- wry" wry" ��V --- -- a Q v� Q^ v^ Q^ h e h e e Q h Q 2 5 2 b• y h A O1 h^ h h h .� h N. + I FCS,— (� FLOW C/NE 6 •'� 1 FLOW LINE 1 6 7 J i OF GRADED SWALE Ik9 �� OF GRASWArL �9 k� OF GRADED SWAkCr k� �C FE'-----�V__PVCFENCE ---- --- ---- ---- - ---- - ---- ------{4955 - - -- 1 g1 1490C) - ---- 490 - --- �•----------- 4 11777- 'L -ODE ------(490)------------------- DIRT SCOPE ----------------------- �• ---- ! {490{- - --(484Bs5)---- ��-t -----I - 1: -�---------------- 2 5 1 3 - -- �. _.._ . UT.. ---- - 482+.._.._. �A•YLIGHT OF CUT- - �4\ ---- --- __ 2 3 _ T _- -_ -• - -- -------------•- - . ----_--- DAYL/GH ._OF,CUT _ _ --- :._� – – – 4B0 4B0 - --�^ .. _-E �•_�� �""'C..�_..�-48�'�—�48B Ogg \ 4991 480- - - ,� _- 6-- Fez .— --- —3 4B4 "aes - =--r B,. - - - - _ _ _ - - - - - - -LINE B - LINE LINE ' A-4—- - --� - L6t-4 -- --------ZP& `.- B - ---- ----___-— -------- - ZINE'A--- W T IND F�iC+/CE--; • -•. -- --- ----- ---- - — — — - — W -- - , 1' WALL W1 - 6' WO FENCE 16 R� PO/N ^ RQ W R Q Cr 7568 W= ^� � 3Q v W v ro� VWQ 2'PEPPER5TjQ zQ o�i°o ^� p13 Wao n W � R Q v h W~ IQ h� QUO QpOC�^D=LI hWcQ ^ VWh2�U 4 R 3 3 3 "= PA CIFIC "= FL FC TRC "2 V V V V I I I I Nh ryhh ry�h doh N o^Q �j b GOQ� I(, Iv OF GRADED 4B4 – .–.._.._ .- 6' WALL 5 485 r c" �b5 a)1� Q k W ? m ° R Rm ° V a = aQ ^ = 3Q V• = AQ h 3Q =�V 755,8974Wao� W=�� Wao� L 7548 Q n l 2W PEPPER ST Q ry =v PEPPER SO1 0 T=V Q ar o mII OO I II N I m II h I 1pRl U I m 11 �Wti?V ry We "� W Q "+ We ry�p ry VWQ QO=�LpL10 ti��h QO�y Qry1� ¢^ZO U) N ^ II m V y �i = II 01 Z II tn N'1 = II c.1 y ry Z II BI \ W TRA IL REMOVABLE PVC POST ATPVC FENCING V PROVIDES AN ACCESS PO/NT N h TO THE PRO✓ECT AREA � V a N, ! co V• T CJ. M IF OF 6- CONCRETE HEADER AT TRAIL SOUNOARY / 9° 1 TOP OF SL OPE 9 -- k 3 \`�-��_,, X99• ESooY W cU _ 3 CU \ M0 •�.._;_ -YLl�N 930E=494 x495 — ��� --_..____4_9_2 492 g Q +459! – ---- _ --- --- � 490 -- – ----_ _ � – � - – _ --- -- W UNE g"� .•� ---- \ / 22'0 • NE " k �01 --- -lk9 ----�„d. -- --- ..�---7 .._.. •• �B-' --°-_� °gyp 1 q1 n1 .4 I h b •k64 a 3Q V Q V h m O II X I Ci II p h h QcQop�n of = II Ln = II <41C 17Oo-OF -� - - - - - - - - - ---------- 0 6' WD FENCE 4 -469. 490=– --- y �� II b9 • 91 X91' k9 kg�� �I 44 V h W ° I II II W 2^ V 3Q =Q V ry V CD O I jQ�o Z1o= =Q�a V p V !} I m II szi I W V I� II ry h moi = II tn QS TEMPORARY BENCH MARK MAG IN C0IVC1?fY STRIP USED AS TRY. ASSUMED N = 5CJ7. 81 ASSUMED E = IL9017.27 ASSUMED ELEV. = 500.00 FEET 0 10 20 scale feet GRAPHIC `SCALE CONSTRUCTION NOTES: 1� REMOVE EXISTING CONCRETE SLAB. PROTECT EXISTING CMP RISER IN PLACE. �2 GRADE THE AREA SHOWN TO THE CONTOURS AND ELEVATIONS SHOWN ON THE PLAN AND THE CROSS-SECTIONS SHOWN ON SHEETS 4, 5, AND 6. UTILIZE THE EXCAVATED SOIL MATERIALS TO CREATE THE FILL SLOPES PER THE CROSS-SECTION SHOWN ON SHEET 1. CONSTRUCT 6" THICK CONCRETE -LINED CHANNEL OVER 6 INCHES OF COMPACTED NATIVE MATERIAL PER DETAIL AND TABLE SHOWN ON SHEET 4. (INCLUDES MONOLITHIC CONCRETE CURB, WHERE CALLED OUT ON THE PLAN ON THIS SHEET AND ON TABLE ON SHEET 4.) PROVIDE CONTRACTION/CONTROL JOINTS AT MAXIMUM 10 -FT SPACING. ® CONSTRUCT REINFORCED Cf0NCRETE DRAINAGE DOWN -DRAIN PER DETAILS SHOWN ON SHEETS 4 AND 5. 5a) CONSTRUCT REINFORCED CONCRETE DRAINAGE APRON PER DETAIL AND CROSS SECTIONS ON SHEET 5. © MODIFY EXISTING CMP RISET PER CROSS-SECTION A -A SHOWN ON SHEET 4. REMOVE/ FLUSH OUT ALL EXISTING DEBRIS WITHIN THE RISER AND THE DRAINAGE CONDUIT WHICH DRAINS Ta THE CURB OUTLET AT PEPPER STREET. ( '1 6� 07 GRADE THE AREA SHOWN TiTO THE CONTOURS INDICATED ON THE PLAN. r I� vJ NOTES 1. THE NORTHINGS AND EASTINGS CALLED OUT ARE BASED ON THE ASSUMED NORTHINGS AND EASTINGS OF THE TEMPORARY BENCH MARK SHOWN ON SHEET 2. 2. THE ELEVATIONS SHOWN ARE BASED ON THE ASSUMED ELEVATION OF THE TEMPORARY BENCH WARK SHOWN ON SHEET 2. DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No. 38893 Exp. 03-31_17 \CIV 11_/ DESCRIPTION OF REVISION DATECITY °m APPROVED: CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE MMPROVEMENTS BETWEEN EVEREST PLACE AND EASTWOOD AVENUE PLAN =Q� _^ ` ASON C W Y RCE: 67510 DESIGN 75.38=�V REC MENDED v.v. u f b a u Gyp, 639 W. Broadway DRAWN 5 EET PEPPER ST ?Q� G.S. h Q II DRAWING N0. V.V. Va TE V. 5/16 ipna DATE 4 5 16 REG. E%P.3 7 17 m II d hQ V1 ^7= LO II Q y ) hZ I7 II I h b •k64 a 3Q V Q V h m O II X I Ci II p h h QcQop�n of = II Ln = II <41C 17Oo-OF -� - - - - - - - - - ---------- 0 6' WD FENCE 4 -469. 490=– --- y �� II b9 • 91 X91' k9 kg�� �I 44 V h W ° I II II W 2^ V 3Q =Q V ry V CD O I jQ�o Z1o= =Q�a V p V !} I m II szi I W V I� II ry h moi = II tn QS TEMPORARY BENCH MARK MAG IN C0IVC1?fY STRIP USED AS TRY. ASSUMED N = 5CJ7. 81 ASSUMED E = IL9017.27 ASSUMED ELEV. = 500.00 FEET 0 10 20 scale feet GRAPHIC `SCALE CONSTRUCTION NOTES: 1� REMOVE EXISTING CONCRETE SLAB. PROTECT EXISTING CMP RISER IN PLACE. �2 GRADE THE AREA SHOWN TO THE CONTOURS AND ELEVATIONS SHOWN ON THE PLAN AND THE CROSS-SECTIONS SHOWN ON SHEETS 4, 5, AND 6. UTILIZE THE EXCAVATED SOIL MATERIALS TO CREATE THE FILL SLOPES PER THE CROSS-SECTION SHOWN ON SHEET 1. CONSTRUCT 6" THICK CONCRETE -LINED CHANNEL OVER 6 INCHES OF COMPACTED NATIVE MATERIAL PER DETAIL AND TABLE SHOWN ON SHEET 4. (INCLUDES MONOLITHIC CONCRETE CURB, WHERE CALLED OUT ON THE PLAN ON THIS SHEET AND ON TABLE ON SHEET 4.) PROVIDE CONTRACTION/CONTROL JOINTS AT MAXIMUM 10 -FT SPACING. ® CONSTRUCT REINFORCED Cf0NCRETE DRAINAGE DOWN -DRAIN PER DETAILS SHOWN ON SHEETS 4 AND 5. 5a) CONSTRUCT REINFORCED CONCRETE DRAINAGE APRON PER DETAIL AND CROSS SECTIONS ON SHEET 5. © MODIFY EXISTING CMP RISET PER CROSS-SECTION A -A SHOWN ON SHEET 4. REMOVE/ FLUSH OUT ALL EXISTING DEBRIS WITHIN THE RISER AND THE DRAINAGE CONDUIT WHICH DRAINS Ta THE CURB OUTLET AT PEPPER STREET. ( '1 6� 07 GRADE THE AREA SHOWN TiTO THE CONTOURS INDICATED ON THE PLAN. r I� vJ NOTES 1. THE NORTHINGS AND EASTINGS CALLED OUT ARE BASED ON THE ASSUMED NORTHINGS AND EASTINGS OF THE TEMPORARY BENCH MARK SHOWN ON SHEET 2. 2. THE ELEVATIONS SHOWN ARE BASED ON THE ASSUMED ELEVATION OF THE TEMPORARY BENCH WARK SHOWN ON SHEET 2. DIGALERT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA No. 38893 Exp. 03-31_17 \CIV 11_/ DESCRIPTION OF REVISION DATECITY APPROVED: CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE MMPROVEMENTS BETWEEN EVEREST PLACE AND EASTWOOD AVENUE PLAN APPROVED BY: DATE:CS1041 CITY ENGINEER ` ASON C W Y RCE: 67510 DESIGN PIAN PREPA ARED BY: REC MENDED v.v. u f b a u Gyp, 639 W. Broadway DRAWN 5 EET Glendale, CA 91204 G.S. / i - R.C.E. NO 311893 S OF B CHECKED DRAWING N0. V.V. Va TE V. 5/16 ipna DATE 4 5 16 REG. E%P.3 7 17 "410 f QP' Qq 8 Qa � ey C ELEV. C" 10410 - LINE 'g" STA. 9495.50 - LINE 6" B" CURB END tQ BEGIN CONCRETE APRON epg eq 479.18 STA. 1400 - LINE /!IPI II N II II 5 11 II f OF EXISTING CMP RISER 479.13 1.50' 1.40' NO 10+48 230' 4.00' 2.43' 477.98 479.48 479.47 150' 1.49' NO 10+52 236' 3.92' 2.44' 478.12 479.62 479.62 1.50' 1.50' NO 10+73 294' 308' 295' 479.38 480.88 TC = 49500 STA. 1400 - LINE A" 38 84'LT., R - 492.70 STA. 1,100 - LINE A' 36:84' LT, R - 49245 STA. 1+00 - LINE A' 27.02'L r, R = 48825 TC - 49SM 1824'LT., R - 48325 TC - 48550 STA 1400 - LINE A' 945' 1.7.. R = 47R25 La 0 IN r 19 �r- E TC = / Q S fZOWLINE a'GRAOL77 WALE F -c K] w / rc-Aw � STA.STA. W K C ELEV. C" 10410 - LINE 'g" STA. 9495.50 - LINE 6" B" CURB END CONCRETE APRCAt BEGIN CONCRETE APRON 2.63' BEGIN 4' WE CONCAK,-TE-LINED CHANNEL 479.18 STA. 1400 - LINE A" 1.39' NO STA. 10400 - / Q S fZOWLINE a'GRAOL77 WALE F -c K] w / rc-Aw � STA.STA. 1+10 - L/NE AI ' STA. 0+95.50 - LINE A" C ELEV. C" 10410 - LINE 'g" STA. 9495.50 - LINE 6" B" CURB END CONCRETE APRCAt BEGIN CONCRETE APRON 2.63' BEGIN 4' WE CONCAK,-TE-LINED CHANNEL 479.18 STA. 1400 - LINE A" 1.39' NO STA. 10400 - LINE 6" 4 00' 2.63' f OF EXISTING CMP RISER 479.13 DETAIL "A" N.T.S. WT 6" 2=0' 4=0` 8=0` W2 PROTECT EX/SRNG CMP RISER /N PLACE EO alT 7HE TOP OF THE LIMP RISER rOECFV. 47700 RE -INSTALL THE EX/SANG ELEVA70N 9' AERAR PRO7WPOW CANE ° 21 `NT PRONDE 1' DIA. HOLES EIX/ALL Y SPACED AROUND 7HE PER/MEIER OF 7HE RLS£R PIPE a TOTAL 4 AT TN/S LEVEL �w N7 y 2 _ _s• LEVEL TOTAL 4 EOUACCY SPACED L 06'aC 24' KEY - SEE SECl/ONS B -B IMS SHLFT N h 0 -TOTAL 4 EQUAL LYSPACED T aL®6'ac_ 18. H h ,C6 - TOTAL 4 ECUALLY SPACED JUL 0 5' ac, IB' J=6' ,. J=0' ,. T=6' 6x6-W20x W. (6A6 - BXB) WNF SECTION D -D N.T.S. I I L �2 6x6-W2.0x W20 � (8x6- 696) WW 2' \- PROWDE I. DIA. HOLES EQUALLY SPACED AROUND 7HE PER/METER a, THE RISER P/PE - TOTAL 4 AT THIS LEVEL �IX/ST. 12 -/NCH D/A. MP RISER _ /PROTECT /N PLACE SECTION A -A N.T.S. 4, KEY � -1l• 6x6 - N?O x W20 (sx6 Bxe) OW VAR I . a 1 2' 15 - TOTAL 4 fWAILY SPACED po, j5 -TOTAL 19 (SEE SEC770N A -A) SECTION B-9 N.T.S. 4=0' 2=0' 12' 2-'f OF XEY 12%1,8', 12' SECTION C -C N.T.S. ,/5 - TOTAL 4 EOUALL Y SPACED \\- &6 - W2. -6x6 -WPO x W20 (6x6 - 8x8) WWF 4� XEY - SEE MICAMS 0-0 7H/S 91M' a Li im J=0' J=0' 6. 6x6 -W20 x W.0 (6X6 - Br8) ww SECTION E -E N.T.S. W", 6' HIGY MaVOWHIC CONCRETE CURB WIRE CALLED OUT OV THE PLAN AND ON TABLE BELOW ELEVARONJ C` 4, -JR? W2.0 x W2.0 ELEVATION A" \/ (6X6 - 6x6) WW TYPICAL CROSS-SECTION N.T.S. CROSS-SECTION SHOW lS CUT PERPEND/CULAR TO THE ALIGNMENT OF LINE B" LINETA B S TATIOVV k(r 1,1,1 12 wi ELEV. A" ELEV. B" ELEV. C" Hl H2 B" CURB 10+23' 2 33' 4 00' 2.63' 477.68 479.18 479.07 1.50' 1.39' NO 10+27' 2 30' 4 00' 2.63' 477.73 47923 479.13 1.50' 1.40' NO 10+48 230' 4.00' 2.43' 477.98 479.48 479.47 150' 1.49' NO 10+52 236' 3.92' 2.44' 478.12 479.62 479.62 1.50' 1.50' NO 10+73 294' 308' 295' 479.38 480.88 480.88 1.50' 1.50' NO 10+77 300' 3.00' 3.00' 479.59 481.09 48109 1.50' 1.50' NO 10498 3.00' 3.00' 300' 480.55 48205 48205 1.50' 1.50' NO 11+02 3.00' 3.00' 3.00' 480.72 48222 48222 1.50' 1.50' NO 11723 3.00' 3.00' 3.00' 481.59 1 48309 48309 1.50' 1.50' NO 11427 3.00' 3.00' 3.00' 481.76 483.26 483.26 450' 1.50' NO 11+48300' 3.00' 3.00' 482.75 484.24 484.24 1.49' 1.49' NO 11751 3.00' 300' 2.92' 481.94 48444 484.40 1.50' 1.50' NO II*7301/ 3.00' 3.00' 1.08' 484.04 485.54 485.08 1.50' 1.04' YES 11777.0%'T' 00' 300' 2.00' 484.27 485.77 48527 1.50' 1.00' YES 11+9802 3.00' J. 2.00' 485.62 48712 486.62 1.50' 100' T19 124020zi 3.00' 3.00' 2.00' 485.90 1 48740 486.94 1.50' 104' YES 12+230.$ 3.00' 300' 2.00' 487.50 489.00 488.96 1.50' 1.46' NO 12+27037 298' 300' 1.99' 487.81 489.31 489.27 150' 1.46' NO) 11+4816; 2.99' 3.00' 1 1.99' 48.047 490.97 490.51 1.50' 1.04' NO 12+52.16) 2 96' 3.00' 1.97' 489.78 491.28 490.78 1.50' 100' NO 11+73.4 2.96' 3.00' 1.97' 49135 492.85 492.35 1.50' 1 1.00' NO 12+77.48) 2,94' 3.00' 1.96' 491.67 49317 492.71 1.50' 1.04' NO 12+96..99) 2.94' 3.00' L 96' 499.45 494.95 494 91 150' 1.46' NO' 13+029.4) 283' 300' 1.99' 493.81 495.26 495.26 1.45' L 45' NO 13+10.10) 2. f8' 3.00' 1.96' 494.62 495.86 495.86 1.24' 1.24' NO' DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE (IMPROVEMENTS BETWEEN EVEREST PLACE AND EASTWOOD AVENUE DETAIL AND CROSS SECTIONS APPROVED BY: DATE: cNI-41ly CITY ENGINEER �y RCE: 67514 �AsoN w PLAN PREPARED BY: REC MENDED Aufbau. 639 W. Broadway HEEr Glendale, CA 91204 4 OF 6 f R.C.E. NO 3893 DRAWING No, Varton V. Vor anians DATE 4/5/16 REG. Exp, 3' 3 1 17 /� 47410 �V.V. m,y DRAWN iDESIGN G.S. CHECKED V.V. PLAN PREPARED BY: REC MENDED Aufbau. 639 W. Broadway HEEr Glendale, CA 91204 4 OF 6 f R.C.E. NO 3893 DRAWING No, Varton V. Vor anians DATE 4/5/16 REG. Exp, 3' 3 1 17 /� 47410 495 490 485 495 490 485 --- 495 490 485 STA. 1+00 - LINE "A" II MOD/F/C477aV STA. 1+25 - LINE "A" 0AWCRE)E HEADER 490 - 485 --- STA. 1+50 % LINE "A" 'Q 2 �a h (46720 TIYf 266' j I 4+ -- 485- 1 \ II MOD/F/C477aV STA. 1+25 - LINE "A" 0AWCRE)E HEADER 490 - 485 --- STA. 1+50 % LINE "A" 'Q 2 �a h (46720 TIYf 266' j I 4+ -- 485- 1 STA. 1+75 - LINE "A" 475 — LLL NOTE: CROSS-SECTIONS SHOWN ARE CUT PERPENDICULAR TO TIHE ALIGNMENT OF STATION LINE "A". SEE SHEET 4 (TABLE AND CROSS-SECTION) FOR THE ELEVATIONS CORRESPONDING TO CROSS-SECTIONS CUT PERPENDICULAR TO THE ALIGNMENT OF STATION LINE "B".. 490- - 495 - EXl96" mmr, FYF HEADER 490 WADED SWALE® \ \ \ 48.-'5 ----- I \ L DAY[/GH.-OF CUT / 487 4 4 6274 492 71 I 04YL14 of OUT 48 e — 480- IAIV STA. 2+00 - LINE "A" STA. 2+25 - LINE "A" 6. 3=0` WK - I sxs - 92.0 x 920 (sxs - 6x6) 9W i rn sxs - W1.O x 920 '� � (lYP) 8x6) ow �1 VAMES L_y C M7AL) 7 4=0' SECTION A -A SECTION B -S N.T.S. N.T.S. 6x6 - 920 x 020 (6x6 - 616) NW No. 38893 W E., 03-31-17 k# DESCRIPTION OF REVISION DATE I CR"O APPROVED: CITY OF RANCHO CUCAMONGA PACIFIC ELECTRIC TRAIL DRAINAGE IMPROVEMENTS BETWEEN EVEREST PLACE AND EASTWOOD AVENUE CROSS SECTIONS APPROVED BY: DATE; RG100ly CIN ENGINEER JASON C. E RCE; 67514 DESIGNPIAN PREPARED BY: REC ENDED Aufbau. DRAWN 639 W. Broadway EEr Glendale, CA 91204 G. S. s OF 6 CHECKED v R.C.E. NO 381893 DRAWING NO. V.V. V.dan V. Vartaniana DATE 4/5/16 REG. EXP. 3/:01/17 4410 40 4XlST. 6" H1 HE FVIYU E¢ �� I_ — —L GRADED SWALE ~ ® \ \ -- wr,r,m EO o $$ __ g0 g— SWALE ® \ STA. 2+75 - LINE "A" ,I Q o �I �1 til � � � I 4900 — ---� OA RIGHT OF CUTr \ I 1 � 48715 I STA. 3+00 - LINE "A" m - __ 485 STA. 3+:Z5 - LINE "A" HEADER An G:•2'r ORAOED SWALE CONLREI£ -496--- NOTE: CROSS-SECTIONS SHOWN ARE CUT PERPENDICULAR TO THII£ ALIGNMENT OF STATION LINE "A". SEE SHEET 4 (TABLE AND CROSS-SECTION) FOR THE ELEVATIONS CORRESPONDING TO CROSS-SECTIONS CUT PERPENDICULAR TO THE ALIGNMENT OF STATION LINE "B". I i11 R vi 2 �I �I wl H (497,10 2�I lOP NYJ00 FENCE 5.45 - 495 _ I 49-10 ��--_-4I ----- DA /r of cur 491;,13 491.1 GH STA. 3+50 - LINE "A" � W 4950 -- DAK/GHr OF CUT -------- 49300 4936 49250 DAYLIGHT 6 491.50 u STA. 3+75 - LINE "A" 495 490 -- xi 1w° E �I 14.06' m� of e ^moi; W I �I 498.0 _ _ yt e h (<9S6) 4 YZIGHr OF CUT — — — ' — — ______ -. 49511_.. __ --____ __.....49560- 1 DAYL/GHT OF Cur _... __. 1 49352 u __. _..... INV - ---- - - -- 490 STA. 4+00 - LINE "A" No. 38893 Exp. 03-31-17