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HomeMy WebLinkAbout1826-D CONSTRUCTION NOTES GENERAL NOTES ITEM DESCRIPTION QTY. 1. ALL WORK SHAM BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF O1 INSTALL 24" R.C.P. (1500—D) AND BEDDING. 890 LF RANCHO CUCAMONGA STANDARDS, THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARDS, AND THE STANDARD SPECIFICATIONS FOR O2 CONSTRUCT CURBSIDE DRAIN OUTLET—LARGE CAPACITY PER CITY STD. 107—C. 1 EA PUBLIC WORKS CONSTRUCTION, 1979 EDITION. CONTRACTOR SHALL BE FAMILIAR MATH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE O3 CONSTRUCT MANHOLE PERCITY STD. 318. EA STANDARDS AND SPECIFICATIONS. 3 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER O4 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. 1 LF POLES, WATER METER, VALVES, HYDRANT'S, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OR IN ADJACENT AREAS WERE O5 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 331. j EA IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. O6 INSTALL 18" R.C.P. (1500—D) AND BEDDING 25 LV 3. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND L L L--TC1-COMST14ACT- PCC _p ri s; e T PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER LINE - - - -- -- INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT OR DESIGN AND BONDING ONLY. THE COMPLETION OF PAVING AND SHALL BE ACCOMPLISHED IN COMPLIANCE - THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES FOR CONTRACT PURPOSES. _,.. .._<.. WITH APPURTENANT ORDINANCES AND STANDARDS. - - e Air r 4. ANYCONTRACTOR P RFORMIN RK IAR PERFORMING WO ON THIS PROJECT ALL FAMIL I, SH _E •, ..I HIMSFIF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY CA DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM fi HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 5. A PERMIT WILL BE REQUIRED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 4 WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENTS OR RIGHTS-OF-WAY. i% r 6. CITY APPROVAL O Al DOES NOT INCLUDE ESTIMATE OF QUANTITIES. - 4 - 7. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 8. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR " APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. / Y •-^ 9. CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF WORK AT TELEPHONE NUMBER 714/989-1851. 10. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM THE 2-t RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED -ur- A DURINGNf- �- CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS ct SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 11. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 12. THE APPROXIMATE LOCATIONS OF UNDERGROUND UTILITY LINES ARE SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE SITE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR IS TO NOTIFY ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE FOOTFLL BOULEVARE) STATE hK"AY ROUTE a6 EXACT LOCATION OF LINES. UNDERGROUND UTILITIES OR STRUCTURES WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. rn� 48 HOURS PRIOR TO EXCAVATION, NOTIFY UNDERGROUND SERVICE ALERT, FOOTHILL BLVD u PROP 24'PROP. 1 011 ORh) PHONE 1-800-422-4133. U DRAM ANDWDE z LAUREL ST vs Q — �` IFIRNT $� EUCALYPTUS S TE � Ifft—, INTERSTATE 15 NL _ o c > aW CENTER DR 0 Q Q oCrvr(r"w ORP Lw01 P ARROW RTE EUCALYFTUS p �T --j VICINITY MAP OA-t4 ;t SITE MAP NOT TO SCALE 1"=150' LEGAL DESCRIPTION: LEGEND PARCELS 2 THROUGH 7 INCLUSIVE AND A PROPORTION OF PARCEL 1 AND 8 = EXTERIOR PROPERTY LINE BOUNDARY OF PARCEL MAP 10617, IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF ---- = PARCEL UNE SAN BERNADINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 139, FF - FINISHED FLOOR PAGES 33 TO 35 INCLUSIVE, OF PARCEL MAPS, IN THE OFFICE OF THE XX.X = PAD ELEVATION GB = GRADE BREAK COUNTY RECORDER OF SAID COUNTY. � = DIRECTION OF FLOW NG = NATURAL GROUND EXISTING SPOT ELEVATION TG - TOP OF GRATE = RIDGE LINE TC = TOP OF CURB ELEVATION DEVELOPER ENGINEER SOILS ENGINEER -T--T- = INDICATES GRADED SLOPE FS - FINISHED SURFACE ELEVATION INDICATES RETAINING WALL FL - FLOW LINE ELEVATION FG = FINISH GROUND ELEVATION UNDERGROUND UTILITIES ac STRUCTURES MERCURY INSURANCE GROUP HALL & FOREMAN, INC. RMA GROUP EP = EDGE OF PAVEMENT HP = HIGH POINT ELEVATION 1152 N. MOUNTAIN AVENUE STE 100 910 = FINISH GRADE CONTOUR ELEVATION 4484 WILSHIRE BLVD 10861 EDISON COURT GB = GRADE BREAK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR UPLAND, CALIFORNIA 91786-3669 -------910------- = SUBGRADE CONTOUR ELEVATION TW = TOP OF WALL STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF LOS ANGELES, CA 90010 RANCHO CUCAMONGA, CA 91730 909 982-7777 EXT. 109 � - ROUGH GRADE ONLY TF TOP OF FOOLING AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 909 982-6767 FAX (909) 989-1751 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE ATTN: GLENN CHUNG (909) 989-4287 FAX CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO ATTN: ROBERT MARKOFF PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND INDEX OF DRAWINGS MUST BE APPROVED BY THE PREPARER OF THESE PLANS." ARCHITECT LANDSCAPE ARCHITECT INDEX SHEET DESCRIPTION ROBERT RINGSTROM ARCHITECT ARCHITERRA DESIGN GROUP NO. NO NOTE: 11718 BARRINGTON COURT 10621 CHURCH STREET, SUITE 106 _ _ 1 1 OF 3 STORM DRAIN PLAN - COVER SHEET 0 F+EVISE L-OCATtoIV 0p, ISH AI-L_ETE A #505 LOS ANGELES CA 90049 RANCHO CUCAMONGA, CA 91730 J�� �Hr. 2 �' �' t7tIV ATTN: ROBERT RINGSTROM ARCHITECT 909 484-2800 � 2 2 OF 3 STORM DRAIN PLAN — PLAN & PROFILE THE PRIVATE CITY THE ACCURACY AND E ACCEPITIABILITY OFNG THESE PLANS IS THE WORK HERONSIBLE FOR EON. IN THE EVEN RING (310) 472-9508 (909) 484-2802 FAX 2 3 OF 3 STORM DRAIN PLAN — LATERAL DETAILS DESCRIPTION OF REVISION DATE APPROVED OF DE ARISING NNACCEPTABLE CONSTRUCTION,ARISO SOLUTION AND ENGINEER (310) 472-2978 FAX ATTN: GREGG DENSON SHALLBERESPONSIBLE FOR DETERMINING CITY OF RANCHO CUCAPPOrMA REVISING THE PLANS FOR REVIEW AND APPROVAL BY THE CITY. N O 1 .o STOMA DRAIN PLANS PRIVATE ENGINEER'S NOTICE TO CONTRACTORS TILT Vit r- =' THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DRC 2001-0039$ RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF a CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY - a AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE j APPROVED � / DATE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE U CITY ENGINEER R.C.E. o. 23889 �v ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, QRpfESS/IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT � RSHUR �`k _ lbreman� Inc• DESIGNED BY ' Ell REC M ED ILEI ian� 1W. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE '� ��o� ,p��yZ / Civil Engineering • Planning • Surveying • Public Works RNM A CM E-Oowhg • PIwm*o •s - Rac Waft o I OWNER OR THE ENGINEER. o r" 1152 N. Mowtoin Are. Stn 100-L"a+d, CA 91786-3669.9119-907-7m �g No. 31681 z 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669 . 909-982-7777 DRAWN BY SHEET NO. W DIAL TWO WORKING E 12/31/04 p >N BEFORE DAYS BEFORE *!+ r PREPARED UNDER THE SUPERVISION OF: RNM 1 OF 3 N YOU DIG YOU DIG �91f CIV1� � z OF- CAL\� X ENGR'S CITY A PUBLIC 3(?-4;(,o 1-1 CHECKED BY DRAWING NO. _� FREE BY UNDERGROUND O SERVICE ALEROTO REVISIONS APPROVAL DATE APPROVAL DATE HAROLD GARCELON, P.E. R.C.E. 31681 DATE GMC 0. 3.6 ds 2 �= 4.2 f/s 9 :9 i I" SWACE 15" 121 —. E�STING ow" _ f t --__ T `_ -1210 FOOTHILL BOULEVARD 1 — -- f t I I ` 9UR'FACE - EUCALYPTUS AVENUE HQ I 4 HIM JIMr,— ---- E>aST916 aRaxO -------- 1. CITY INSPECTOR SHALL APPROVE EXACT ------- -----———- --- -- ----- �� LOCATION of JOIN. Lj -------------- ----------------- 1200— z CONTRACTOR SHALL HELD %R" LOCATION AM S-0.W4 —1200 INVERT ELEVATION OF DOSING 24' RCP AT JOIN. I 5*C-0 ODNTRACXR SHALL PROTECT N PLACE, DOSTING CATCH BASIN AND 24• RCP STORM DRAM.k DOSTING ZC RCP SHALL BE WPEMM PRIORTO OONSTRUCTION AND REPLACED AS NEEDED, � DETERMINED BY THE CITY INSPECTOR. C & PPE END Tb BE CUT CLEAN AND SQUARE AND 1 sNALL BE INSPECIED BY THE aTY a�ECTOR PRIOR y TO JOIN. >£ $ W > W ' oo IB S N N + ♦ w = - 19 > g >� S _ a .. 1190 .0 d = e d � 44 —1190 P t [! h IT C0NSmwT LF. OF 24' RGP. 011") CONSTRUCT M37 LF. OF 2C IMP. (1300-E1) f S1RUCT 18191 LF. OF 24' IMP. 9� LM 'A* CONSTRUCT 2;05 LF. ; CURBSIDE DRAIN OURET } PROFILE SCALES HORIZ. 1"=40* a VERT. 1"=4' 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11 +00 10+00 R _ X18. 1 DI-D2=24- 1 '6 ( 2+15.8 N TRILL BOULEVARD (STATE H AY ROUTE 66) 0 198.52 TC o 1 97.85 F Ln 3 9 ( 97.85) FL co DL CURB + f.• 53'E A — _ )- R� - L� O O /� RAD. EAK INTO 7#-ft6R- O `"i / 5� -J If SD EASEIM M THE D R`y°� 20 20 --- t 9+16.10 I A + 1 ^• - =_ _ _ 1 QTY OF RANCHO CIICAMONGA 1 2� �OtN IYE>"! MH 1 TO MI . 4 INV - --- — ------- -- •�--- -- --------_ _ ° ---- -3'+0 --4wW ----- --------- --- Q i J 12' SD EASEMENT m THE LAS A e 0.40 " z ° — Rq—— — < 6i ' I 7 3 I QTY OF RANCHO CUCAMONGAJ W c 'ti ,EW 30 E NeTE �. \ J I �� 5 9:o. O O s 4 Cl1R8 & Uj A 1 � C DC 24 RCP S.D. . Na 404-D I \ 1 VC O O O TO BE REMOVED PER SHEET 3 OF 3. I 14MS.98 I I FF = 1212.5 I ` 1 -- p I 1 Z -------------------------------------------- p M A T C H L I N E ti 15+50 CURVE TABLE SEE NOTE BELOW p NSE: SEE ABOVE RIGHT CorcraA�oa sr>G�� coN�ayc� 0M DEME CURVE ANGLE LENGTH RADIUS TANGENT GF MRPlf?pl C- PKT A q�Y FO�2ME D ' DESCRIPTION OF REVISION CITY TRouCH� t�iAM�TER To MATCK RCP; B 20'56'20' 16.45' 45.00' 8.32' DATE APPROVED © 69'03'40" 19.24' 45.00' 9.81' 1 CrrY OF RANCHO CUCA OA s* p 24'3618 19.32 45.00 9.81 91 VERIFY ELEVATION do CONTRACTOR SHALL POTHOLE LOCATIONTO E 39'1034 478.63 700.00 249.09 l PRIOR TO CONSTRUCTION. ST�Ft�Nl PL��NS „= 4040 ° __ -=-40 80 PLAN ANS! PRO" N scale feet DRC 200003 s i A V s ,' APPROVED / DATE Y�-21L(� of -56 CONSTRUCTION NOTES i\ �zE�,sEcl M.H. L_Lcflit , . A N R h �I5jo dL If — CITY ENGINEER C(c(�� � 11 1 INSTALL 24 R.C.P. (1500-D) AND BEDDING. QROFESS/ llmm Inc. `�� F�/ R.C.E. o. 23889 22 CONSTRUCT CURBSIDE DRAIN OUTLET-LARGE CAPACITY PER CITY STD. 107-C. Q�, �ajHUR � ' DESIGNED BY A ll 1W RE M D F",.,z rCONSTRUCT MANHOLE PER CITY STD. 318. o� ��i / Civil Engineering • Planning - Surveying • Public Works RNM art nor • tiw� slrrerrlc Rotc writs 4D CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300. i No. 31681 z Mcimt* Am 100 Wm4- r�5} CONST. JUNCTION STRUCTURE PER CITY STD. 331. * Exp 12/31/04 * 1152 N. Fountain Ave. Ste. 100 Upland, CA 91786-9997 909-982-7777 DRAWN BY ' �` IN ��`�"'�"' " SHEET N0. Em 6�— INSTALL 18 R.C.P. (1500-D) AND BEDDING sem' C�V1�E \! PREPARED UNDER THE SUPERVISI❑N OF, RNM 2 OF 3 Vs OF CA1-� �j� Z(o�Q 2 CHECKED BY DRAWING NO. REVISI❑NSAPPR❑VAL DATE APP ITY DATE HAROLD A. GARCEL❑N R.C.E. 31681 DATE, GMC Imo— D LATERAL "A" 4 I SEE SHT. 2 I • j 1210- -1216 _ r FINISH SURFACE OVER STORM DRAIN LATERAL J I 1200— -120 F I NIRS IRUC 1 10.7 IJ ` 18' RCP (1500—D) 433' 0 ~ 3 CM 1190- , q { PROFILE SCALES HORIZ. 1"=40' VERT. 1"=4' FOOTI-H BWLEVARD (STATE HIGHWAY ROUTE 66) Y I II -2 ---------------------- � Y ------------- - AL-'A P€ �NSIT€ � � M DRAIN PLAN I I) LIVE 'A' LL — f-IJ L---- --ri --- --------, ( I 243.3 LF OF PIPE TO BE II I REMOVED, EASEMENT TO II I BE VACATED II I U U U U Li Li U L-i Ll II � I ---- r----- ----- r= ----� I II I I ' I I I ° - P ATE DRA�F��IS o — — — — — II P A INP NS ° ° II CITY DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CVCA ONOA II TO REMAIN AS PRIVATE STORM II STORM DRAIN PLANS 0 DRAIN, LINE 'B' PER ONSITE DETAIL ��. ff7LA � I N PRIVATE STORM DRAIN PLANS Y n n DRC 20011-00393 0 a, f1E vISCT �c,crt iL,- C,�- rr1.0 Ht<4, L ,r�7 - APPROVED ' DATE'56 Cd` a T CITY ENGINEER L�( u 1 R.C.E. o. 23889 E ESS, remanInc. T,,��ca. ��Or IHURDESIGNED BY & IM RECOMME ED DETAIL ,�� o � ti- N —Z Civil Engineering • Planning • Surveying • Public Works RNM ' ` A Od - o - o - i� Woft - w+N x No. 31681 i p C'4 r P+I 152 N. Mountain Ava Sta 100 UpW4 CA 91786-9%7.909-902- �g * Exp. 12/31/04 * 1152 N. Mountain Ave. Ste. 100 Upland, CA 91786-9997 909-982-7777 DRAWN BY SHEET NO. sciv" PREP RED UNDER THE SUPERVISI❑N OF, RNM 3 OF 3 � 71F� CAFEIN 3d2 CHECKED BY DRAWING NO. ENGR'S. DATE CITY DATE HAR❑LD A. GARCEL❑N R.C.E. 31681 DATE; GMC REVISIONS APPROVAL APPROVAL