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HomeMy WebLinkAbout848 CONSTRUCTION NOTES 1. CONSTRUCT CURB AND 6tUTTER (b" C.F . 24" GTR.) PER 5TD. NO. 303 . ESTIMATE O QUANTITIES 2. CONSTRUCT SPANDREL AND Ca LITTER PER STD. N0. 308. I TEM DESCRIPTION QUAfVTiTY UNIT REMARKS 03. COM ST RU CT CURB ONLY (8" C.F.) PER STD. NO. 301. �7t 1 611 CURS � GUTTER 10 � L, F STD. 303 CONSTRUCT CATC14 BA51t t I PER STD. NO. 502. GENERAL NOTES C GUTTER P _ " �t­-�• S.F. 57D., 308 5. CONSTRUCT CRTC!-1 BASIN PER STD NO. SO4. " CUR ONLY 225 L. F. 'T 1 - I . L I I b. CONSTRUCT CURB OUTLET PER STD, t\t0 50(o- . CATCH .A► IPJ *�' l 7 EA. T W=41,7', I4►, ZS+ STANDARDS° T A STANDARD LL SPECIFICATIONS A IL L - T CATCH BASIN 2 EA. TD W= 14' , STANDARDS ° ADHERENCE TO ?. CONSTRUCT LOCAL_ DEPRESiUh! PER STD. Na. 51 OUTLET E STDTHESE.8. CONSTRUCT " A.C. PAVEMENT OVER NATIVE SOIL-'S. 7 LOCAL E 1 tit `7 EA. T 1 L T L L . 9. C•OKISTRUCT to A.C. PAVEMENT O\IE MATI\lE SOIL'S. RIGHT-OF-WAY THICK A.C. PAVEMENT 18358 .F. 0332 .5 TONS1 . A WITHIN T LIMITS I ADJACENT IMPROVEMENT 1 SHALL BE REMOVED 1n. CONSTRUCT STREET L.1 G NT. (`TYPE SSQO-L,) Col' THICK A•G• PAVE W 255 .P C 8.5 T®use PROTECTEDRELOCATED OR T T ITY OF RANCHO 1 I. CO N 5 RUCT BARRICADE PER STD . t�t0. 404. 10 STREET L16HT5 49 E A. -T\?PES, 5SOO-L °1500-L • 11 JUNCTION STRUCTURE MANHOLE 1 EA. TD. 511 12. CONSTRUCT MANHOLE " (JUNCT. STRUCT.) PER CI STD. 511. tc JUNCT"ION STRUCTURE ' ' 1 EA. TIS `'3 L LL IPAVING 13. CONSTRUCT MAN140LE PER C 17.1 STD. 512. l MANHOLE �, EA. T'D 512 T ALL I WITHIN 1 ` T T TINTERVALS. ADDITIONALPAVING _. 14 ADJU T MANHOLE TO GRADE I EA. Y ITY I L 14. CDIV, TRUCT MOUNTAIN C.ATCt•-t BASIN PER DETAtt_ "A'"_ ° 15 MOUNTAIN CATCH 5ASIN E4. DETAIL. 'A' 15. CONSTRUCT JU t�1CT10N 'STRUCTURE " B" PER C tTy STD. SO`3. NTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE I(o Co0" R.C.P. TORM DRAIN 20 L.F. ALLSOLELY I(o SAWCUT Y(ST. PA\IEMEtuT ASND JO►N_ l7 Co" I�,C.P. TOt�M D AtN '?S t_.F RESPONSIBLEAND EXISTING FACILITIES OR INDIRECTLY ILI PLANS. ►7, CONSTRUCT. MODIFIED •DRIVE APPROACH. PER CT*-f 5•TD. 30(o` IS 33" R.C.P. STORM DRAIN x•65 L.F. W = 15' OR AS SHOWN ON PLAN. lq 24" R.G.P. STORM DRAIN 2 08.1 1....F. S. PERMIT 018- CON5TRUCT ROLLED CURB ARID GUTTER PER 'STSV. 902. 20 1'8" R.C.P T012M DRAIN 245 L....F: I T CONSTRUCTION WITHIN I U RIGHT-OF-WAY. 21 BARRICADE 2 EA. STD. 404 19. CONSTRUCT 4" P.C.C. 51DEWALK STD. 310. 22 5AWCLIT EXI T PVM'T 115 L.F. ° COMPACTION 2 DR 1VE APPROACH syry 2Q CONSTRUCT RAMP PER ST®. -�►O. 6,SD 'S.F. MODIFIED 'STD.' 30(0 21. C®NSTRt1CT 'STREET L►CHT. (-rYpE ` g5o0-L.) 25 SIDEWALK 1297bo .F. TD. 310 WRITTENI - /fib J U5T V P�LUES T® 6,�..17E � �Z E,4. . I • 0 X22 GAIl15TRUGT t1a11DDIPlET7 LU(ZP� 4 f�UTTEfiZ __ 2.�► AOG EIUT P C.C. F'�4\/IN,If _61 82 S.F PE1Z LA�tbSeAPE 514EET L-21, - (lb G.F, 24 6UTTEV_) PE1Z 5?D. LTD. 50`3. E SIGN PEIZ CITY STD. •401 4 2. 2? 10" ZUiZF� f 6LITTPJZ 69 L.F NEER 23 IIVSTAt_L STtZ.EC-1- NPM LISTING 28 STREET NAME SIGN 10 ,EA. STD. 401 409 T L PAVING. 24 CONSTRUCT EXTRUDED COMMUNITY TRAIL FEI�iCE PER CITY 51D. 1010 23 ROADWA4' EXCAVATION 25 35'0 CY. NATIVE S. WHEN IMPROVEMENTS ARE TO BE PLACED ON ° 25 COM'ST R UC'T EQU TR I AW 'STEP --TI R G N PER C e-t Y ST O. 1001 VOIDS MATERIAL.9644�C,4116 FX151-1nj &ATAnUS RAeo5`1I,17`9e6r.5 PoVom 'I -rt� 644CIII7 C7-. QUALITY BETTER THAN THE NATIVE n zA,&@ consi-guc-r re. c. ppetuoF A pp;eeo4cm 106 oe 0 7Y 57-P. /0/ TY/"E /f'-/ �' t ('�� ' ° I L IL _' ILREGISTERED ! 1 CONSTRUCTION I� ° ° LL I FL T T h � - NOTES T T LL I I PAVING. T.C. ELEV. FOR TR EE Tw TREE75 10. ESTIMATE QUANTITIESI I T I _ DEVELOPER. T CONTRACTOR LL A 1DETERMINATIONCONSTRUCTION " R >. I. ALL STREET TREES ARE TO BE PLACED t ACCORDANCE. ' BEFORE SUBMITTING. 8"R NTTIN A BIG ANY ITEM OF WORK REQUIRED Y THESEPLA WHICH I TSP I- IT CITY STANDARD PLANS. L N TOP O F WORK. I NCLUDED IN THE z I/2 R PAVEMENT - _ 2. PRIOR' TO TME COMMENCEMENT F ANY PLANTIN(,q T AN GRONOII IC SOILS REPORT SHELL E 11 . I L I N A NEAT,FURNISHED TO THE CITY INSPECTOR . ANY ' FREE, ' • ...0 HAZARD ORDERLY STATE Y UNUSUAL TORICITIE5 OR NUTRIENT,>► ,FICENCIE MAY REQUl E BACKFILL SOIL AMENDI FENTS , : ' , ° 24", . A .DETERMINED Y THE CITY INSPCCTOR. INGS SHALL BE CONSTRUCTED ° A7� 1A F. 3. ALL STREET TREES ARE SU TELT TO u _ tINSTALLATION imp4° JFV °�� It�ISPECTION APUD ACCEPTANCE Y THE ° I L S ENGINEERING DIVISION. BASE. +,• •• `°,• '-''•'•• = 9. STREET TREES ARE TO �E PLANTED PER e_ 16 PUBLIC IMPROVEMENT PLANS ONLY. ID /0 _ r 57REET TREE LEGEND 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. ® CE AND h!W.�1. °�• ; '' °; • �.,�'s•• UPON REQUEST THE Mutt GR® W REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR GUTTER DE ILPCC. STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE 4TY . ., � . . .• , NO SCALE °. • �. . •• � P'LATANUS LON DQIY J BRAMBLE GT. 30 O.C. 15 GAC 2 1 1 - ACeRIFOL IA PLANE TREE 0. STRUCTED AT EACH INTERSECTION. NATES r ..,. CTI - J ' GTI ' I - I ' ! 1-I 1 T OR AGENCIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED FOR CONVENIENCE ARE THE FOLLOWINGs L MAXIMUM LENGTH OF INSTA.LL.ATION 51-IALL BE 21 FEET. NO CALESCALE 2. MINIMUM LENGTH OF . TRANSITION FROM NORMAL CU TO A.CCE'SS A. SO. CALIF. GAS CO. (714) 884- 9411 CURB 'SHALL BE 4 FEET. P.O. BOX 6226 3. WEAKENED PLANE JOINTS SHALL BE CONST RUCTBD NOT MARE. THAN 155 S. G STREET 10 FEET APART. SAN BERNARDINO, CA. 92417 4. ALL CURBS' SHALL BE CONSTRUCTED 1N ACCORDANCE WITH THE LATEST Be t 422-4132 ED1TIt3Al OF TI-}E• STD. SPECS. FCR PUBLIC WORKS CCJN "1: UNLESS CITY F R.AIVk•{O UAON AFOR UNDERGROUND SERVICE OTHER I/VISE INDICATED. BENCH MARK � o CALIFORNIA SOUTHERN EL.EV. 1-742. ,Ila 3 5. PLACE 3.14" DOWEL PINS AT ALL EX.P'ANSIoi� ..JOINTS WHEN FLoW 1 1 I STREET 1 - LINE GRADE t5 LE5S THAN 0. 40 ®/p . �'-- SHT. . a SHT. 4 CHIS. I' D " TAP HIGH GU Ol1TH IDE 1 7070 TACK TEM TREET �-„ OF D/W 8 ' ± SOUTH 4F POLE -U 14?2, tv E, EAST T - w IS .. AVE IDE OF HERM® A AVE., GtUTt-{ ®F WILSON D. (714)987-2591 8 1-7 9641 SAN BERNARDINO ROAD zj RANCHO CUCAMONGA. CA. 91730 CL U p CONSTRUCTION BENCH MARK. E . SAN BERNARDINO COUNTY FLOOD CONTROL AND bti J S w E- Q � Ug EL F=V. Z2130. 20 WATER CONSERVATION DISTRICT (714) 383-1634 tt► > S U STORM DRAIN 00 -/v o MOST WILY., COR. G3 F' P C.G. HEADWALL. ON ,W. 825 E. 3RD. STREET LINE (54T.(5HT.13) V COR, OLD R IDG6 SAN BERNARDINO , CA. 92415 �., H-T•• A40k 4001 IIII11,;1ey'I 71 44 LU Z STORM DRAIN CON STRU GTtON BENCH M46RK N N LINF ELF-V. 2205..-,(o 67 SET N. 4 T. L.S. 300 ,T.C. 2. 21 W. HAVEN M. ` 700' ± N * HIDDEN FARM R.D. SEE SHEE Ir 6 SITE �- I U3 4 Z W Appel) J)91116 tjj4CL op 8 �hz F- �' m APP6'D `DR\U6 P C A•11 kF ui T STORM DRAIN Q p ?` � � ,�, E ' � ,� 1+ ��-I-� KILLS►OE A SHT. I � � Q •� SHT l STORM DIZAI p� ao v w d 1 _M . _yt �,, ►L AVENUE � LINE C �a'= � a _ .. � _.. st-tT t2) , f T6, yf` v ton ` b 51 Ut , _ P HA EY ` sQF L .. ,. s ®FESS/ ° COLLEGE �,` Ll *cJ QR L 0T Y "%,Uo*% AMON GA RANC13 _ 5T®LR N EDRAIN _ _.., • q A ,�„ NOACE 65DO ADD DR. A PPRO CH ES, GU R 13S IDE SKEET L (SHT tb x . 1arr.I>i31 DRAIN, STREET TREE S, SEE TITLE Cy ` P SHEET T LOT 3 RL LO GATE, ° -- I ui 4 C'Jw1L. REPLACE ST. TREES PER jl-zvoy TRACT a NOTES LEGE-NP A HEREON STREET IMPROVEMENT a � ®® nCAi. PER DRC 2004 - C1 a 1 , m tdtl�LA AVENUE ROW 200 ¢ - 0172 _ .- DRAIN PLANS :. BY TRI TE H. T L FOR . ITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS . 1 T 7 AT I I 1 L $ T , CAL 1 u 0 ' / aIo t �� C © o �'R L CONTINUOUSLY T LIMITED T L I U r THAT ,. R.C.E. x API> ,0 v� SPP A ` C N_. L 7- V5 R _. T CONTRACTOR LL I DESIGN S RECOMMENDED, - '011 EER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION P C Z003• vo Z.4 f 5 5NT . 'A i of 1 ROW Z004 - WITH THE PERFORMANCE OF WORK ON THIS PROJECT A. E. r ARISINGTHE SOLE NEGLIGENCE OF THE OWNER OR THE VICINITY MAP ® - - ° -poll SHEET ONTARIO 91761 A I APP., QTR 7 t•NO SCALE PER PRC ZOOS-0026ra 606 �y �• ' 06, ROW2003-0/3q,5 to-II E. . DRWG. NO. A - ° - 3, OFA CHECKED1 !7 • H I DATEs - 848 t f , 11 J IL -4--t-77 >-j 1 t' 'T�j+} : 1 I Y'Y , ('7 .• 0 • 777 WI ��1 }€ •!+ N ,rte T' 4 Lj t, �• OO OCD Z v 2 ll. 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