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HomeMy WebLinkAbout1189-D BENCH MARK: f GENERAL NOTES: CONSTRUCTION_ NOTES & QUANTITY ESTIMATES BENCH MARK NO. 96-8 AT THE NWC OF HAVEN AVE. i j 19TH ST. , 44 FT. W. 4e HAVEN 1. All work shall be done in accordance with these plans, the City of O INSTALL 18" RCP STORM DRAIN /fig L,p \, i 83 FT. N. l• 19TH ST. , SET Rancho Cucamonga Standards and the Standard Specifications for Public_ _ DRIVE PIN w/C.S. TAG IN TOP ,Works Construction - current edition. Contractor shall be familiar © INSTALL 24" RCP STORM DRAIN. - 1, 1-4.9 L•r. AT THE E. END OF A HEAD WALL with and shall be responsible for adherance to these Standards and FOR 3-24" CMP--ELEV. 1430 .686 Specifications. O INSTALL 30" RCP STORM DRAIN. 727 L.F 2 5 L.F. --- - ---' 2. All pipelines or substructures of any kind, telephone or power poles, ® INSTALL 36" RCP STORM DRAIN. water meters, valves, fire hydrants, etc. shown or not shown on these i plans within the right-of-way limits or in adjacent areas where © CONST. MANHOLE "A" PER CITY STD. DWG. NO. 510. f 7 4A. improvement work is to be done shall be removed, 4elocated or protected in place as required at no cost to the City of Rancho Cucamonga. © JUNCTION STRUCTURE "A" PER CITY STD. DWG. NO. 509 TO BE CONSTRUCTED S &A PER P.M. 10295 WEST GREENWAY PARK GRADING PLAN. 3. Any contractor performing work.on this project shall familiarize him- self with the site and shall be solely responsible for any damage to - existing o O CONST. RCP COLLAR PER CO. OF SAN BERNARDINO STD. NO. 16'7. ' existing facilities resulting directly or indirectly from his opera- / tions, whether or not such facilities are shown on these plans. ® CONST. TEMPORARY BRICK PLUG. 2 aoartN/ 1�+it_Ra�,O N 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering O-INSTALL AREA DRAIN AND 18" R.C.P. PER P.M. 10295 WEST GREENWAY PARK 5A. Department prior to any encroachment or construction within City of GRADING PLAN. Rancho C*amonga easement or right-of-way. .4LL D. 4Wt3. . si S. Compaction tests of- embankment construction, trench backfill, cam= oe7A/tr ow 77ms patting original ground and all sub-grades.shall be performed at no cost to the City of Rancho Cucamonga. A written report with these // 1,A'(571-L- S /-wT TC/t�fb/G1/�r cfkt/it/ LIMA compaction tests shall be submitted to the City Engineer for approval prior to the placement of base materials and/or surfacing. —COA/STRUCT✓t/NCT/ANSTRUCTURE 'A"PrR C/TYSM DMC NO 508 A 6• Estimate of quantities is provided by the Engineer only for the con- 113rA� Z i venience of the developer, the contractor shall make his own deter- 0 AVSTALL /9"R.C.P. - D2000 wination of construction quantities before submitting a bid. `Any Qj r item of work required by these plans which is not specifically listed � v in the estimate of quantitie's shall be considered as included in the iN JIFu' a F other items of work. mou �. City approval of plana does not relieve the developer from responsibility for the correction of error and omission discovered during construction. s�T� i Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. i A. Cg2tact.i,11 UtiilitvCo enies as recuired, 48 hours orrio�toexcavation.-. Provided for your convenience are gine tolloving: KEY MAP A. San Gabriel Valley Municipal Water District ' Mr. Bob Stallings (213) 969-2118 for Base Line Road construction zoo ,oma 1 B. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (714) 329-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 r. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 9. Metropolitan Water District (7.14) 593-7474 P.O. Box 54153 Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 r ` r � �� Y J ' � N N �•H�+ INDEX GR�MAP W . h w F PRIVATE ENGINEER'S NOTICE TO CONTRACTOR f - THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE QFC ESS1ON9 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO © e�O l f�E1//SED L/NE "E"'FOFl CON/VEGT/O/V TD PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION � oQ � T,4 /62/7 A4/V�iTE S'TORMOr?A//V- ifiIADOLE 4-09-0 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. W '9 rn Q ADDED CONST. NOTES /e � /3 Foe T�k�A V/STA / 1 4 E Y SC DAX BY K•W . EAVAIEC96 INC. * DESCRIPTION of REVISION �l CIVIQ GATE JAPPROVE . yTFOF CNUE��` CITY of RANCHOCUCAMONGA i SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR OFF SITE STORM D R AIV ' NOTICE ' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL VERIFY ALL Q�UFESS/p,), FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONDITIONS AND DIMENSIONSAI 04 JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALL DIS- �4 �,rli� ``sem FOR TR. 12802-2, 12802-5 ? ' MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER N0. 14914 & 1 '.2802-6 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT Q- OWNER AND .THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. Exp. 3-31-g9 � OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS # t PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE fro/ CIV"' APPROVED 8Y DATE s a. _,. OF THE OWNER OR THE ENGINEER. FOf Cft1�FOQ / Q�OFESS/ON CITY ENGINEER V __ -RCE.NO ?2397 DESIGN MADOLE ANDASSOCIATES, INC. RECOMMENDED G) M, �, OF SAN BERNARDINO COUNTY 9AQ, Oil CONSULTING CML ENGINEERING No.62183 vii m AND LAND PLANNING a Exp ,je j DRAWN SHEET * 1545N.Mountaln Ave.,Sulte 105 * G•r. '5. UPLAND CALIFORNIA91786 �+ OF�� C►�/tl ^�p �y PHONe(714) x-09149 �OFcnuFay4` MEC KED RCE. No MeV DRAWN G N0. D TE 12 FILE No.11KAW- - i / 1 , j tttBENCH MAR O --- -- --- -- - - - 8 K ^ I - BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. 6 19TH ST. , 44 FT. W. j HAVEN — -- - — - - — - - - - N - - & 83 FT. N. 19TH ST. , SET _ RIVE PIN W/C.S. TAG IN TOP " A N F AD WALL LL_ - --_r_ - -- -` - - FOR 3-24" CMP--ELEV. I i f J-1 i A ; 00, r i r , . +4j 3 - - - - } f . 1 - - -- - , r O 3 2 Q nI t-., fi , t xi I I I / i h i r ' . S R(�FIL C L r r u i - - - — - . o �Lzv Io t T - - - - 7 f i - �_ /3 /�} /5 /6 17 /8 /9 20 O �2' v ELM AVE. i �' N O IL O G 09- v W N "rill N FU /PF' SCHo L S/ E �j T AIL N ii D 80.55 /M�/COV `� •3EE ,5ezOW p S / 0,17- r OErrf/ " P /3 3 /NV. /8" 23 ,�,E ¢ 00 36.86/NV. /8 V 27 C.F.S. ¢ /0.9 C.F.S. SQ 1�j fT���- S.p S - - - P,POPO�• W1,47E S E4_6, 5� 7 til J - MPROVEM�iVT� / / 44 - / R- 45� 0*0 R. /62/7 �h N �h �� JIN 140 �jahHH \A � b d ex�sl 4iteu/vn >. ' // lz� N `( g _y _ �� i� N /� �i� /245 REV/SED LIAIII "FOR CO/V/vecrIoA/ TO TR 162/7 .4.� moi• URVE �r/9 © PRIVATE STORM DRAW " k09.02 � t t3!'t TE •. o �� ^ h OF ESSIn 0 INSTALL /8"R.C.P. • ✓UNCT/AN STRUCTURE A FOR - 7. G S c^ ='f v6 �► '" TERR V/STA EL EM SCHOOL BY KWC ENGINEERS If � �� ,s�,�y ft /0° 1-6 '00 ' ycs.00' e.as' gog' DESCRIPTION of REVISION sa T.C/ PATE APPROVE (�� c•6 7. �. 2 w No.62183 m (y E SS/O/ z * Ems. �' I�4£ �q�F CITY of RANCHO CUCAMONGA t\ C1VIt v V `. �D�CAL1F co Z --.4 r o r , {yy o 4 2 r m OFF—SITE STORM DRAIN ._ �J ; V, k ku * TEMPORARY OUTLET �ECTIONs ,g-,� J CQ6C_Zf U/O/V NOTES : �, clvl� � FOR TR. 12802-2,TR.12802-5 /✓ T A � ' . 45,7411—1' P,4/it/. ylF OF CAH #°�\ & TR. 12802-6 . G/t'�oc 0 @ o.s , I�INSTALL 36" RCP STORM DRAIN. oFEss/ APPROVED BY A7E / \ 51�—CONST. MANHOLE ",Q" PER CITY STD. IbWG. NO. 51D. 1�N��gl OTY ENGINEER RCE.No.22,3-I (�� N 461 DESIGN MADOLE AND ASSOCIATES, INC. LAO REMOVE TEMP. BR/CK /NSrx►LL 30•RCP-SEE DETA/L L/NE£ABOVE. i o. 1 4-• RE CO M M N E D a.t ^~ OF SAN BERNQRDINO COUNTY �A417165 1p Co / G ,0/ss/>sA /C E/t/4W,4LL C/ EXR 5-3/-89 0 �� �� /tel /eJ'-/G'IP /� �' �/r Tr CONSULTING CIVIL ENGINEERING b b tt '� �' i ST,D. DWG. No. 517 OE /t/L RIGS s -- # DRAWN: 5.M J AND LAND PLANNING• SNEET I '� N /o �' T T r sl oi_v��. T le. �� 4j � 645 N.Mount�ln Ave.,Sults lo& +7 o Ln�5 v �. // / ritLL 5 00 /ro /N L/N�r cE E Of CRl!`' �� OPS' UPLAND CALIFORNIA 91786 2 4 L r M /��r Y '-�, PHONe(714) -14G-0-149 OF D / CONSTRUCT✓UNCTION STRUCTURE -A"PER CITY STD. DNS. NO 509 ) . HE C K E D RCE. No �'¢ DR A i 1 G N.Q. ss ioiy -�+ �MP0 p-M �Y OUTLET �OETAIL /� /NSTALC /8"R.C.P. 02000 - 4 L.F. PRIVATE GINE GATE FILE No - ✓IV80-8a I , - BENCH MARKO lit I 1 11 1 1 x BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. A 19TH ST. , 44 FT. W. 4t HAVEN ` 6 83 FT. N. ft 19TH ST. , SET / •DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430. 686 0 0 OF le.r /o 11 _ N - - - - - I 1 1 - - - I - �� 1.00 0 ,00 - _ ; 000, r - - , -- - B// . 1 2 1 1 X, - - Z - �•�> i Li t f t 4 i / A a ; 1 - - - - - - _ jl�gr AL N� U N ap N 01 t f I t Q - lw 7 c 1 .,4;- •l` I8 5 p � - - - — X3.76. _ S - - - - / �• PROFILE ' f - - - - = o.D2 - -� HOR. I"= 40' - - - fnL VERT. i"=4� 20 �/ 22 23 O / O l O / O 1 FUTURE SCHOOL SITE x.+��: �_ � � f R 1 2 rj J �-1 J / -tea' r .� _. o � V 4) i ( TE ATIVE M. 10 95 ) URE PARK SITE Nk� TOZ : ( TENT TIVE P. . 10295 �,� I R _ _ : _ fZ7' _ _ �^ - / o 15x/5r• 20' a� �� I�I\� _ , C� �1 wu N \ / N y 6x157. /8'/c� N O moi, 8 8 — — r b g y a — — -- — � Pilo/'° c- r. - 9 /__7 O�J ti I 8 � • " r U QD ao y� ,�,a L ( '� '3) O m � 0 HI k o e MVV rl OD Vl I O cc U~ • no �� o I � � ti� oy .�- � � 8 0 Z I �' o 1 1 1 1 1 1 1 • e 1 \ 0 y� -1 M O a J v 0 V ,- Lwe "D " I � •c " LINA `,� " LI " 1 Won - Q��`E sslo� ` 2A/ N c. 148 �• r. n 2/•00'36' •¢5.00' /6.50' a r 9s�. ,3q g� ,e,,!- a"� Exo. ?M/m DESCRIPTI ON of REVISION * DATE APPROVE ca-- 37. 10'09° 45.00' 2�. sq' /5.35 ' CONSTRUCTION NOTES sf4r o�,� 45-00, a5.48 -, 18. 79! _ f�F��t��4 CITY of RANCHO CUCAMONGA / a-- INSTALL 18" RCP STORM DRAIN. OFF - SITE STORM DRAIN INSTALL 30" RCP STORM DRAIN. - �-- CONST. MANHOLE "A" PER CITY STD. DWG. NO. 510. FOR TR- 12802-2. TRo 12802-5 , �p JUNCTION STRUCTURE "A" PER CITY STD. DWG. - NO. 509 TO BE CONStRUCTED / TRo12802e6 i PER P.M. 10295 WEST GREENWAY PARK GRADING PLAN. a-- CONST. RCP COLLAR PER CO. OF SAN BERNARDINO STD. NO. 167. APPROVED 8Y DATE _•- rd CONST. TEMPORARY BRICK PLUG. GTY ENGINEER RCE.No2 l97. > � • 4 DESIGN ADOLE AND ASSOCIATES, INC, RE COMM LADED a— INSTALL AREA DRAIN AND 18" R.C.P. PER P.M. 10295 WEST GREENWAY PARK M♦ �r, OF SAN BERNARDINO COUNTY �� �� bb GRADING PLAN. CONSULTING CIVIL ENGtNEERINCi DRAWN 545 N.Moun/talnAve., ul a los PLANNING SHEET G• ,U�. UPLAND CALIFORNIA 91788 3 OF - PHON9(714) X146-2949 NECKED RCE. No 1514 DRAWING N - 1 w 0 TE 2y r FILE No.�rce�v-s Q- 1 -0#8-aS[ \ MA CF : \0 �8-lgA.-fit Oat 0#86s t : :4`± t0,0J 8 t - S F33HE? 20A.-jG O'A51G riAC f 2 0q0`jDj PLAN d P4'Y T L.E 51 ORr DPAIN - 18 L0.0' FF : 126840 159 14-.Apr-87 0' :29 Ari / 1 26- 640- 1 4 { 4 4 BENCH MARKoF BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. 19TH ST. , 44T. W. ¢` HAVEN 6 83 F�. N.. 19TH ST. , SET I i DRIVE PIN W/C.S. TAG IN TOP / \ 11 AT THE E. END OF A HEAD WALL / FOR 3-24" CMP--ELEV. 1430.686 / ►I - _ ' � W sp t25 s .G $o - - - - - - - ZZ N v O _ fl -1 - N j t 4 4 - - - O _ Ir I — 1 t PROFILE i¢� df� i = 29 f _ 71 HOR. t"= 40' 4 ,f VERT. In=4• - - - - - ; �� p �p • - 1 13,52 3-f 33 32 3/ 30 20 28 27 23 – r C 0 r R 128- 02— J W T PLS rrR 12 8 0 2 2 F'R 1 2 8 0 2 5 MoNT� !T AMA DO GR ES i cou11 T 1 f r•y-•s !y ; S'07' 524,ga 2 N z N 81°05'00 _ 1322.01 III N80.5`fI�,W e• �, 5 x157 8" Vc � NE " " r' 1 ''� ('e � �`1 D 17-411 ) l ,C� Cr > -�. _--------------- — — — -- - � C 178 Gt 9 -- -07 �. � 7 42� 6 6 2 v PQMl J " S�hP LAT . ms/ a! J a ° ? , 9 IrEsr�R� ,�Y)91)", 3 o q,` i �► z Q o ,� ,� Q� N ►, w�; o *� N °� Qac v y �' ' �, P,5)01/ ,O/ . 3 .28 I� ,Ci C I J 23 t 00. UTURE PARK SITE �► �� u 2� �� �I i\ � /r. .3 1 w ( TEN TIVE 10295 ) j s y V 6•l0'4 � 142 49 i ESS/py 0#�� DESCRIPTI ON of REVISION GATE 1APPROVE No. tas'aiCITY of RANCHO CUCAMONGACONSTRUCTION NOTES Exa /-� ' Q-- ," 5.00- 57,GG .33.sg' OFF SITE STORM DRAIN P7. OG'/O ~ 49100 2/. R? /0.85 �E ' �--'INSTALL 24" RCP STORM DRAIN. *�F 4F C�►t �Q� O--,f6' /7� 45t' f5.00 � 36.36' /9.29 /80 0O'�" ,¢5.00', /4• /g'' 7. /3' - INSTALL 30" RCP STORM DRAIN. / FOR TR. 12802-2, TR. 12802-59 ?Got85.00 6S•43 10.03' J & TRo12802-6 �- CONST. MANHOLE "A" PER CITY STD. DWG. NO. 510. JUNCTION STRUCTURE "A" PER CITY STD. DWG. NO. 509 TO BE CONSTRUCTED APPROVED BY 0 A T E YX C, t PER P.M. 10295 WEST GREENWAY PARR GRADING PLAN. CITY ENGINEER RCE.No X97. �-- INSTALL AREA DRAIN AND 18" R.C.P. PER P.M. 10295 WEST GREENWAY PARR ' DESIGN MA OLE AWASSOCIATES, INC. RECOMM N ED s / GRADING PLAN. /IqOF SAN BERNARDINO COUNTY pyA • j _ CONSULTING CIVIL ENGINEERING ` DRAWN AND LAND PLANNING• SHEET 545 N. Mountain Ave.,Suite 105 UPLAND PHON�(714) 94G�29401 A 91786 � OF , r_t NECKED RCE. No 4'¢� DRAWI G N0. fdf/ p TE if-2f/a— FILE No -r Q— I-0P8-dS t \ MA 8 t 80 C8-•iqA-I I 8C I 0#88S I !-1910,0) 8t - eVIA09 0I AAQ MFCRC fZOLN & PROS 'LC 51 OPM DRA?N - 18 10,01 Pf 125840 157 1 1-Apr-67 06:21 At! / 125-640- 1