Loading...
HomeMy WebLinkAbout1439-D WRMN AVENUE W W W z z zCHAFFEY COLLEGE TRACT SITE CITY OF RANCHO CUCAMONGA LEMON AVENUE COUNTY OF SAN BERNARDINO , CALIFORNIA BENCHMARK NO. 92-B ELEV. 1478.026 HIGHLAND AVENUE AT THE S.W.C. HIGHLAND 8 HAVEN AYES, SET BRASS DISK IN TOP WEST CONC, WALL OF DRAINAGE CHANNEL AT SOUTH I gth MEET END OF 4 FT. CHAINLINK FENCE, FT. WEST OF tOFSO 13OUNDLANES OF HAVEN AVE. 8 146 FT. SOUTH OF _ 0 z OF HIGHLAND AVE. NOTE: ADD 1600' 10 ALL ELEVATIONS STORM DRAIN PLANSSHOWN IN PLAN VIEW, VICINITY MAP FOR INDEX . TO DRAWINGS N.T.S. TRACT NO . 13703 SHEET NO. CONTENTS DESCRIPTION GENERAL NOTES 1 TITLE SHEET 1 . ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, THE CITY OF SEE SHEET 3 2 PLAN RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC FOR EXIST. CMP 3 PLAN WORKS CONSTRUCTION - CURRENT EDITION. THE CONTRACTOR SHALL BE FAMILIAR DETAIL WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, I METERS, VALVES, FIRE HYDRANTS, ETC. , WHETHER SHOWN OR NOT ON THESE PLANS, WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK I IS TO BE DONE, SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS I REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. '• Q 43 43 47 �• 4s ao 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF •' I WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING I FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION, WHETHER OR - A a v offive - NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ALL STRUCTURES DAMAGED : I DURING CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF 37 THE ENGINEER AND/OR OWNER AT NO COST TO THE CITY OF RANCHO CUCAMONGA. p I 36 24 u I CONSTRUCTION NOTES : QTY. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING �� ' ' DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO ;I tb � I Q NOT USED CUCAMONGA EASEMENT OR RIGHT-OF-WAY. AAm 4 A. v • CARw0011 AWo 34 I O2 CONSTRUCT MANHOLE "A" PER CITY OF RANCHO 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL , COMPACTINGC01IRT Qla001CK I CUCAMONGA STD. DWG. NO. 510. 2 EA ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE �= 4 6 CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS i� G8 �' ® O3 CONSTRUCT JUNCTION STRUCTURE -A" PER CITY OF SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THEes 12 7 RANCHO CUCAMONGA STD. DWG. NO. 508 4 EA PLACEMENT OF BASE MATERIALS AND/OR SURFACING. M 35 Q NOT USED iI = 6. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A 27 20 13 s LAME O5 CONSTRUCT CATCH BASIN #1 PER CITY OF RANCHO ROCKY MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS II 34 i CUCAMONGA STD. DWG. NO.502, W=10 . V=h , D=3 3 EA WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE �� ' © CONSTRUCT CATCH BASIN #1 PER CITY OF RANCHO MATERIAL. 1s v M CUCAMONGA"'STD. DWG. NO.502, W= 4,0' V=4' D= 3. 2 EA , v v 14 ! 6 7. ESTIMATE OF QUANTITIES IS PROVIDED BY • THE ENGINEER ONLY FOR THE o $ I 07 FURNISH do INSTALL 18" RCP D= 1250. 157 L.F. CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN x o g •s to ercr 1s 4 $ I DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY Q a I ® NOT USED ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHERi ��►t �#t G6!�3 t I ® FURNISH a INSTALL 36' RCP D-1500. 391 L.F. ITEMS OF WORK. I NOT USED 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY to yn3 . 17 / TDD u I a si�•$CK I FURNISH a INSTALL 24" RCP . D=1350 257 L.F. FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . ot00, 0.6 U5 4100.711-yC14 Qt00- 15.0 GFS l N 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE AND SEE SHEET 2 Q ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON II 0 REQUEST OF THE INSPECTOR. I SITE PLAN o 10, CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THk FOLLOWING UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. y NO. DESCRIPTION DATE BY SOUTHERN CALIFORNIA EDISON (714) 986-5861 SOUTHERN CALIFORNIA GAS CO. (800) 443-3466 SCALE: 1" 100 REVISIONS CUCAMONGA COUNTY WATER DIST. (714) 987-2591 METROPOLITAN WATER DIST. (714) 593-7474 EXT. 6295 ` GENERAL TELEPHONE (800) 482-6702 BASIS OF BEARING CITY OF RANCHO CUCAMONGA CATV SIMMONS (714) 787-7122 THE BEARINGS SHOWN HEREONARE BASED ON THE BEARING 11 . ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) . N. 50' 47' E. AS THE CENTERLINE STORM DRAIN PLANS THE CONTRACTOR SHALL DETERMINE THE TRUE LENGTHS OF PIPE . OF HAVEN AVENUE. PER TRACT NO. 10827-11 ES 87-90 INCLUSIVE OF K MAA, INGTHIS OFFIIEE TRACT N 0. 13703 12 . ALL STORM DRAIN PIPE BEDDING SHALL BE PER CITY OF RANCHO CUCAMONGA OF THE COUNTY RECORDER OF SAN STANDARD DRAWING 513, CASE I, ' BERNARDINO COUNTY. TITLE SHEET \ APPROVED BY DATE CITY ENGIN R.C.E. N" CWS3 DESIGNED: RECOMMENDED - - t;�( No 39087 % MB 6 DRAWN: SHEET" S ,� 706 N. DIAMOND BAR BOULEVARD I�tt�, EC DIAMOND BAR, CALIFORNIA 91765OF 3- \�f- (714) 860-3566 CHECKED: Qvw 39087 DRAWING NO. R.C.E NO N Y P PATE - - FILE NO..2F1A1 _ SHEjET DF , 3 BENCHMARK NO. 92-B ELEV. 1478.026 I DOU LE V ICIAL� CALE AT THE S.W.C.HIGHLAND 8 HAVEN AYES, SET BRASS DISK IN TOP WEST CONIC, WALL OF DRAINAGE CHANNEL AT SOUTH END OF 4 FT. CHAINLINC FENCE, 44 FT.WEST OF t OF SO.BOUND LANES OF HAVEN AVE 8146 FT. SOUTH OF a i r F HIGHLM ► h QIODj �itF4 I loo. M•>3 cis ♦ • i - : : .. � . , f .♦ - - , - e = ♦ s • ♦ . s 1 s • ♦ ! . } � 1 / - 1 { a i ♦ - { ♦ � i • s - , - : r � .., .. s , . -. , .. , 1 a : . a -- , • ♦ - s j Q ' g PROPbSED rINISHED GRADE OVER OF PIPE 1 7 - : { , . . F • i - { • , .. . y • j _ . , y .. y ! . • • , a • t i - s c t s\ EX I S1•I NG NATURAL GROUND ; Q 1 { 4 , • A , .a� , ♦ 4A. , c o RX � v, , N : ;wNY� 7 'B�1680 167 ` - � 1672 0. 00 0.00 31 s i t '♦ -� PIPE INVERT . ♦ �1664 I( e a i > e • ♦ , • • , { , 1664 �h n� EX I ST I NG B" SEINER 165E . < , j , • a , �. r : s \\ 1 - 1 , - ♦ : ���� ? 1 - - •J.,�� a i i - j r { i j • i - � 1 - I � '1 { ; } . 1 i - i ; � . - i . ; . < - i . j -. t.. 1 e i . - . j j � j s j f 1 � i • i 4 � � � i I + i J I ; . j : .S . } e- I PROFILE SCALES f�rb•1l' LF 36 RCP (. EF $6' R�P D=1500 , j HOR I Z . 1 "- 40 " w 1 I :466.4111• LF �4 RCP D�1350 1 �L I VERT . 1 "= 8 ' 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 SAN MARTIN COURT SAN RAPHAEL COURT SAN FELIPE COURT CONSTRUCTION NOTESi II 33 28a 19 - o I II N s 3 14 5 - I� I I »aim Wns S I "A"I0 CONSTRUCT MANHOLE PER CITY OF RANCHO I 96.14 L-7-06 L-2.06 97. 6 .86 3 ( CUCAMONGA STD. DWG. NO. 510. stmt gl I g 3 CONSTRUCT JUNCTION STRUCTURE"A" PER CITY OF 32 I () O RANCHO CUCAMONGA STD. DWG. NO. 508. o • � � I 129 s 18 15 s 4 11 0 , $ *41 3 c W 50 CONSTRUCT CATCH BASIN If PER CITY OF RANCHO Z 0 a I) CUCAMONGA STD. DWG. NO.502, W=10 V=5' D=3 . of 40' 6 m ds I I � I II �- �L-�s4 1-4e %A .% L-414 I I W 81.04 C3 a2.00 112. 2. 117-00 I R. �J I Q 70 FURNISH do INSTALL 1�' RCP D= 1250. _ I� PE=81.0 �. �� PE=81,0 PE=80.8 � . \�' 6'��� PE=80,0 \ 4 � ^� ��� PE281.0 I Z v\ O i O 1 e- 1 cn TH ^ 1°'• p`L ZO �ASGMENf MR � ;�1. 16 ZO EAh1iMENf FSC �o � � 1• ,��, 0 t X4.10 N I I( W �• 17ANIfARY SEW"h 6• t7ANKPAY JR4 n PE=80.0 �• I w y�,,�d� PKAWMA PURP V"Nb&6 PURP �Pa ' L01 �Ah�MENf I!OR II Q x O FURNISH d INSTALL 36" RCP D=1500. b I A 0+3l,.y0 N 04 34.102 N � yANI(AKY � ►ER 31 -30 17 `' ' -16 3 II _ IQ 17.00 FL ¢f _ o ` d 17.00 .�f`rG 17.E 4 IL3TCIN�E SRP II II FURNISH d INSTALL 24'RCP D=1350 131M 1 i V V TRACT BOUN RY X131 $t - - - - -36'SD - - soMH - - - - 24"SD L \ SMH SMH SMH 8'S. 8'S.�MH gS. M `MSH N && SMH SEWER EASEMENT 0 J J its 0 II 11 . } W O II m W O +� II m +� W O II 3 o a Wo 3 ci a d� L� 0 3 v I I 0 REMOVE d REINSTATE III 9 5 Il 9 5 fi tl 5 11 II N0. DESCRIPTION DATE BY EXIST. CL FENCE. W , N m W s I II Z sa REVISIONS 11 0 p C4 co N : 0 N a0 II CITY OF RANCHO CUCAMONGA 46 0 Lo W + + � � , -' � TRACT NO. 13703 0 0 2 2 STORM DRAIN 14+16 . 09N EXIST. OUTLET STRUCTURESAN BERNARDINO COUNTY FLOOD CONTROL R/w IMPROVEMENTS .1 Qv'4 E 5.1 !ifA APPROVED BY DATE o L_. CITY ENGINEER R.C.E. NO. �WCURVE DATA DESIGNED: RECOMMENDED No. 39087 * Exo 4-;fo�13 * R L T MB • � CWV ��� DRAWN: � SHEET Jl 2`/ A 45'00'00" 45.00 35.34 18.64 706 N. DIAMOND BAR BOULEVARD Y qjf �� YC DIAMOND BAR. CAUFORNIA 91765 OF Of co 3 1 B 4500000 22.50 17.67 9.32 (714) 860-3566 CHECKED: DRAWING NO• �' 0 R.C.E. N ~ MQ, DFA DATE - - FILE N0.L..____._ _. 3 SHEE T O OF 33 i v s 66U L ----VEA ICAL- BENCHMARK NO. 92-8 ELEV. 1478.026 AT THE S.W.C.HIGHLAND 8 HAVEN AVES. N SET BRASS DISK IN TOP WEST CONC. - , WALL OF DRAINAGE CHANNEL AT SOUTH Z W -_ I,� 3 + END OF 4 FT. CHAINLINK FENCE,44' 6ALk O ____.._._ _- —_--. -__ - _- _ �_- ___-_ ___-__--. FT.WEST OF OF S0.6C• ID LANES OF O N CO HAVEN AVE.8 146 FT.SOUTH OF �, t"610t p 4 -7cl o — 1 O rn o PRP. FNISHDGRADE 2- _`11111 10UGN'f IRON 'rfw& 04 Wil. 46 `\ �, •o� o s 8� ROP. FINIS ED G DE 7, SEWER-MEL—. e ,KL a • k16FIiE —4. 1OO'- Ise ' ry Ith 1250 Z KGF p s 1350 � Z Ib0 R b L:0 1}Va>1.t F�-rV-113.1 4/5w.17 $ s N IO CO CN { 0 4-6621` , 8 co o �y WROUGHT IRON FENCE ON FtETAINING WAL it PR P. F N I SH D GR , DE o WROWtf IRON FDIC& :ON *Aa. ' f G� ROP. FINISHED GRADE a .y�� ate' ROP. FINIS ED S RFACEI -o ROP EWE MH �p p'� ROP EWE MH 55 , 70 �, �� '' 1!�• \ 1 DRi` �b 16 1 0 �� o a 1, t M PROF I LE SCALES 8 q.h P OI-ILE sly ► KOFILE 3 HOR I Z : 1 y= 40 PROFILE 3�' IZA'f KW 4 OS•1250 ps 1350 D 1350 j 0+00 1400 0+00 1 +00 0+0 0 1 +00 RETAINING WALL DETAILS CONSTRUCTION NOTES: t<, =7 - 7�- -- J CONSTRUCT MANHOLE "A" PER CITY OF RANCHO COURT CUCAMONGA STD. DWG. NO. 510. x I 3O CONSTRUCT 'JUNCTION STRUCTURE "A" PER CITY OF I o �' RANCHO CUCAMONGA STD. DWG. NO. 508 H 10.01 p� .100 04 isa• 19 C 6. PROFILE V* i 61 _3T_. ON W= 0�V=4', 3' ' LR�NCONSTRUCT CATCH BASIN #1 PER CITY OF RANCHO 36 24 CUCAMONGA STD. DWG. NO.502, W=10', V= ', D=3'. G 1 20 6O CONSTRUCT CATCH BASIN 1 PER CITY OF RANCHO � CUCAMONGA STD. DWG. 0.502, W=4.09 =4.0� V=4' D=J' . KA71MA - - Cout;sz �d 2+63.8 0 CHARWRIVERW OD CT. 0 ._i - 7O FURNISH do INSTALL 18" RCP D=1250. 2+63.89 RIVERWOOD PL. TRACT M ZX 25 O+OO . 00E J . S . "A" =19+22 . 10N kp �� 1(<� '►� x FURNISH & INSTALL 36" RCP D-1500. tov, eta, C,-2b ,17.30,e.1-5,L-I- 5 A r,5T. 11K NO -' PAMp IOLO F� 0•°12 (� -1.0'l 11 �.y' s=g1.22; :0A_ rs.s° \,fz ole PAM o rlSiGNAL ��ql• 1 II FURNISH 8 INSTALL 24" RCP D=.135D 3 0+00 . 00E J . S . A _ - AM80 CAME SAN RAPHAEL COURT 0 2 . 3 7 NI 80.45 A•750,6•Ib•,G•Z ,D=�o',E46r.L•Z Sr N 0.> (� =1.13 '(= 4.ti �' y= 17' I- 61- 00.DO M Z 26 cn_ r 35Ir W LwA,40 I 5.32 , 6 0+27 1 6E CB I "FrtE *5 27 NE NO. DESCRIPTION DATE BY � 5'�° I ; �� I Zx lz, REVISIONS 34 SANbo>v CITY OF RANCHO CUCAMONGA 6X r CMP A °°J574 PL AT BOUNDARY i uaE OF TRAlr• 3 TRACT N0. 13703 STORM DRAIN SAN MARTIN CbURT .261 IMPROVEMENTS _Ll APPROVED BY DATE '���1 E Slo ---J CITY ENGIN R.C.E. NO. QR t; YI DESIGNED: tlws RECOMMENDED 3 YC � 13 No. 39087 'SIDAS ' I. ' DRAWN: SHEET 1 EXP b /` / 706 N. DIAMOND BAR BOULEVARD 'p *Jtq CIV ` �tJ YC DIAMOND BAR, CALIFORNIA 91765 3 OF 3 SAN FELIPE COURT Tf OF CP\ (714) 860-3566 CHECKED: DRAWING NO. R.C.E. NO 39087 _D N MB DATE - - o RLE N0.L � SHEE T / of