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HomeMy WebLinkAbout2098 4=*ATREET IMPROVEMENT PLANISTORM DRAIN IMPROVEMENT PLAN TR 16908, RANCHO CALIFORNIA CUCAMONGA, CURVILINE4R SIDEWALKL NOTES CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE C17Y OF I WITH STD DWG NO. 114. THE GENERAL LINE AND GRADE SHALL BE RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC m = AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF THE FINAL WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS I OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE I LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, I .. .w. . WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN O r � a.a�.._I ..... q...� ._ M ..emm. . .__..w..w _w._.�...w..__ PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS N THESE INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE _. .. .R ._... .. . . ..,.r,._.......r. _ .w.._..._ IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, ANTICIPATED FIELD INSPECTION. 1N THE EVENT MAJOR CHANGES ARE RELOCATED OR PROTECTED 1N PLACE AS REQUIRED AT N0 COST TO THE CITY OF C3 C PROPOSED TO THE CONCEPTUAL SIDWALK LAYOUT PLAN, TWO SETS RANCHO GucAMONGA. 71 ® ® FOF RED-LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE SUBMITTED AT THE SAME TIME THE 48-HOUR NOTICE " I ' Is GIVEN TO HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO :' �� THE CITY. EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, LINE WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC HEET 4) -T-7=Ql-IL 77 P-1 WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. t 1 :ou TT'iF71 p 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING Y ENG MA ....... ir- STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND NOT MORE THAN 50 FOOT INTERVALS. CITY BENCHMARK NO. 16-B: 1237.586 FT ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS EE '` NEEDED AT 27 FEET NORTH OF CL FOOTHILL BLVD. AND ON CL WARPED OR VERTICAL CURVE AREAS. �_ ....z`n BAKER AVE. PROJECTED NORTH. 200 FEET EAST OF z CL R.R. TRACK OVER FOOTHILL BLVD. ON THE NORTH 6e ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, SIDE, SET DRIVE PIN WfC.S. TAG IN TOP CURB. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ui I „..... I 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADE 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 THE PLACEMENT OF BASE MATERIALS ANDIOR SURFACING. f.:., 4 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY «' ( STABILITY OIL CONTENT GRADATION OF ASPHALT PAVING. • 2 -� I_ » �, _Y_. EXISTING SURVEY MONUME r LINE I I NTATION 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE ��r� SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS w_. ��� - 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS COMPLETED TO VERIFY: R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF JHEET 4) � � OF RECORDS THAT COULD ULD BE DISTURBED BY THIS PROJECT. ALL AGGREGATE BASE. SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE 10e PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. NONE. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF .. 1 A ROCKY MATERIAL, THE SUB-GRADE' SHALL BE PREPARED BY MOVING ALL ROCKS WHICH ABOVE THE SUB-GPADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF ��' p I I � � � .. I .._. I A QUALITY BETTER THAN THE NATIVE MATERIAL. P 1 . .._ 4 I 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS ..._ µ .[ STERI LANT REGISTERED BY THE E.P.A. FOR USE UNDER A.G. AND P.C.C. SHALL BE ('53HEETDATEo UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. WILLI SHEN RCE NO. 27460 EXP 6 30 2007 .......... ,..,. w.. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE BAKER AVENUE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN _ _.____.. _._ _.___ m__ __.__.. _ _ _n___ _ _. _ ._ _ _ _ __mm___. _•. �____ _ _____ __ _ __ _ _ _m_ ._ _ _ _ DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM ESTIMATEDOF WORK REQUIRED BY THESE WHICH IS NT SPECIFICLLY LISTED IN THE (`�`:`iHEET 39) ESTIMATE OF QUANTITIES PLANS SHALL BE CONSIDERED A S INCLUDED AN THE OTHER ITEMS OF WORK. IMPROVEMENTSTREET CONSTRUCTION PROP. 240*4 RCP 14. STREET SIGNS PER `CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL 1 ---CONST. CURB AND GUTTER TYPE A2-8 PER CITY STD. 104 200 LF BE CONSTRUCTED AT EACH INTERSECTION. '!LI " 2 Jookj15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM } 3 ADJUST EXIST. MANHOLE RrM/WATER METER TO GRADE. 1 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING (SHEET / 4 CONST. TYPE "C" DRIVEWAY APPROACH PER CITY S REMOVE EXISTING WATER METER. 2 EACONSTRUCTION, UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY TD. 101. 2 EA 5 SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - VICINIDVINDEX MAP CONST. PCG SIDEWALK PER CITY STD. 100-A, WIDTH PER PLAN. 450 SF 16e WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD SCALE: 1 60' 7 ---RELOCATE EXISTING SIGN. 2 EA FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON " = CONST. REDWOOD HEADER AT PAVEMENT EDGE, SEE DETAIL A ON SHT 1. 60 LF REQUEST OF THE INSPECTOR. 9 CONST, ACCESS RAMP PER CITY STD. 102. 4 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO STREET TREES SCHEDULE1 o REMOVE EXISTING TREES. fi EA EXCAVATION. 11 CONST. LANDSCAPE PARKWAY PER CITY STD. 501. 1200 SF 12 INSTALL 9500 LUMEN HPSV STREET LIGHT. 3 EA 13 u-INSTALL STREET TREES PER THE NOTES ON SHEET 1. 8 Eq MINIMUM 14 CONST. 5" AC OVER 8" C.A.B. SEE GENERAL NOTES 8 9 ON SHEET 1 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. STREET NAME BOTANICAL NAME COMMON NAME GROW SPACE SPACING SIZE QUANTITY C ) . 2500 SF 15 SAWCUT EXISTING AC PAVEMENT PER PLAN. fiD0 SF ARROW ROUTE LAGERSTROEMIA INDICA CRAPE MYRTLE 3 FEET 20 FT. 0.C. 24" BOX 6 "STOP" 2 EA A. SRN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (918) 969-7911 1 fi CONST. STOP BAR STRIPING. BOB STALLINGS TUSCARORA 17 CONST. SIGN POST "R 1" PER CALTRAN STD. AND CITY STD. 401-B. 2 EA FOR BASE LINE ROAD CONSTRUCTION T. O. BAKER A VENUE PIS TACIA CHINENSIS CHINESE 5 FEET 30 FC. 15 GAL 2 @-PROTECT EXIST. CATCH BASIN AND LOCAL DEPRESSION IN PLACE. N/A B. VER►ZON - PIS TA CHE 19 --PROTECT EXISTING METER(S) IN PLACE. NIA 1-800-483-3000 20 PROTECT EXIST POWER/TELEPHONE POLE IN PLACE. NIA C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RESIDENTIAL 21 --PROTECT EXISTING TREE(S) IN PLACE. NIA 216 N. EUCLID AVENUE 1-800-427-2000 COMMERCIAL CONSTRUCTION22 CONST 4' CURVILINEAR PCC SIDEWALK PER CITY STD 100-A & 114. 2009 SF ONTARIO' CA 91762 23 PROTECT EXISTING. DRIVEWAYS IN PLACE. 1. ALL STREET TREES ARE TO BE PLANTED 1N ACCORDANCE WITH CITY STANDARD PLANS 24 aN/A D. CUCAMONGA VALLEY WATER DISTRICT (909 987-2591 25 -REMOVE AND REPLACE EXISTING AC PAVEMENT, 4" AC OVER 4" C.A.B. 3209 SF 10440 ASHFORD STREET ) 2e PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. RANCHO CUCAMONGA, GA 91730 ANY UNUSAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 2fi RELOCATE EXISTING TREE PER APPROVED TREE PLAN. 3 EA E. METROPOLITAN WATER DISTRICT (909) 593-7474 J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DEPARTMENT. NOTE: PAVEMENT THICKNESS 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ak SHOWN ON THIS PLAN IS BASED ON SOIL REPORT 700 Ne MORENo AVENUE AND MINIMUM CITY'S REQUIREMENT. ACTUAL THICKNESS SHALL BE DETERMINED LA VERNE, CA 91750 BY THE R-VALUE OBTAINED IN THE FIELD TEST PRIOR TO CONSTRUCTION. Fe PACIFIC TELEPHONE COMPANY 1-800-248-2800 NORTH R/W ' SOUTH /W 1 Oa G. ADELPHIA 1-800-626-6299 50' S®' (PORTION OF RED HILL) PL 14' 36v 36' 14 ESTIMATED H. CHARTER COMMUNICATION 909 9 - EX. GRADE VAR. 19'5' T I CONSTRUCTION 6 80 VIEW CAR 2COURT ( ) 87 s257 UANTI 14 � PROPERTY LINE - _ 3Q ----- CONST. TRANSITION STRUCTURE NO. 3 PER CITY STD. PLAN 336. 1 EA WHERE OCCURS , �b ' - =_� --- 31 -- CONST. 5" AC OVER 8" C.A.B. (SEE GENERAL NOTES 8 & 9 ON SHEET 1) 730 SF 1 MIN. PROPOSED 4 ,. �� _ �, . 3/4 2X4 REDWOOD HEADER CURVILINEAR SIDEWALK _ '" EXISTING 32 ----- CONST. MANHOLE Na 1 PER CITY STD PLAN Jl& 1 EA OR 2-1X4 C� RADIUS SAWCUT EX. SIDEWALK 33 -- CONNECT TO EXISTING STORM DRAIN PER CITY STD PLAN 328. 1 EA i PROPOSED 8" AC PAVEMENT EXISTING 8 34 ----- CONST. 24" RCP, D-LOAD PER PROFILE 94 LF :'' ASPHALT PAVING - REFER CURB & GUTTER CURB GUTTER 35 -- CONST. CURB OPENING TO PLANS AND/OR CATCH BASIN PER CITY STD. PLAN 300. 1 EA Abvsp NaTes ON SKeE74 9Y111. SPECIFICATIONS FOR ARROW ROUTE36 ----- CONST. LOCAL DEPRESSION (CASE E) PER CITY STD. PLAN 307. 1 EA ' C �- � THICKNESS N.T.S. CITY NOTE: PAVEMENT THICKNESS SHOWN ON THIS PLAN IS BASED ON SOIL REPORT DESCRIPTION OF REVISION DATE APPROVED AND MINIMUM CITY'S REQUIREMENT. ACTUAL THICKNESS SHALL BE DETERMINED BASEFILL WHERE OCCURS EXIST. BY THE R-VALUE OBTAINED IN THE FIELD TEST PRIOR TO CONSTRUCTION. E' /W CITT OF RANCHO CUCAMUINGA 3- 10d GALV. NAILS EXIST. /w BASIS1 66' 1 1' 22' 22' 2X4X18" LONG MIN. ((•�� Io TITLE SHEET AND NOTES 5eV +:3tVf�C o 9 9P ca THE CENTER LINE OF BAKER AVENUE BEING N012 30 E AS SHOWN ON PARCEL MAP REDWOOD STAKES (� 3908 RECORDED IN BOOK 38, PAGE 49 OF PARCEL MAPS, RECORDS OF SAN 4,_ppm !J C. �� U.���� ��,� 7�, BERNARDINa COUNTY. TRACT 16908 OFFSITE IMPROVEMENT PLANS PROPOSED 4' o�v7 _ �a/A CURVILINEAR SIDEWALK - -�� AVING HEADER1 "�,f \�, l APPROVED BY DATE: RCE .. PROTECT EXISTING ZEXISTING �;,,q °�--�4 F,y ��°''�`�' 9G. CITY ENGINEf A �REDWOOD P NO,. EXP: CURB & GUTTER LK I ° ® N.TS. EXISTING 0 momDIAL TOLL FREE IN PLACE �`: � 'r`;`W '�: N� 96 •• a°` DESIGN { , AL YE RECOMMENDED REMOVE & REPLACE CURB & GUTTER EXP,06- 1-800-422-4133 ` s C A BEF AST Two DAYS DESIGNAND ENGINEERING EXIST. AC PAVEMENT AVENUE rvr;�. , ;��• TVI Q BEFORE You DIG DRAWN SHEET TEL,(909)669-5777 • FAX: (909) 869-5778 PER PLAN N.T.S. ��OF CALI � ®� 21017 COMMERCE POINTE DRIVE, WALNUT CA. 91789 Fa W W. PINEWAVE . 00M 1 OF 4 C"� UNDERGROUND SERVICE (USA) OF SOUTHERN CALIFORNIA CHECKEDRCE NO. DRAWING NUMBER: _ EA DATE: FILE NO.: wm�i [11-1-11111].......... .......... CURVILINEAR SIDEWALK NOTES .......... J CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD DWG .......... NO. 114. THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE LANDSCAPE ................ �"­,�.. .................. .................... .......... .............. ........... ------- ......... _j 7 4 A, 0�_ .......... ...... ............ PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS . ............................. .......... -74 _"_............................. 4 --j ...... ------- ......... ............... ............. ....................--------- ......A4, APPROVED C_ ...... FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A M NIMUM .......... ............... ......._ 1___ I I I _-]......... .......... .............. ............. .............. ................ BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO ................ ........ '."",,''I __­ ­­­­ 1-111-111''t___ ___ i i C� OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR .......... ........................... ........... L .......... CHANCES ARE PROPOSED TO THE CONCEPTUAL SIDWALK LAYOUT PLAN, TWO SETS OF ............. EXIS�T. ,-R�iDEI @ --------- RED-LINED PLANS SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE C6 �0 !0) -HOUR NOTICE IS GIVEN TO THE CITY. SAME TIME THE 48 .......... ........ 00 Ll) .................. : LO ............. �C) (C) .......... Cq C\ I ................ 14 r C) !t ............. 777�, BEN CH MARK .. ......... ........ .......... CITY BENCHMARK NO. 16-B: 1237.586 FT OOTHILL BLVD. AND ON CL ................. ........ .......... CiU 13 ................. 1T00 OC .............. BAKER AVE. PROJECTED NORTH. 200 FEET EAST OF ............. ......... .......... ............. ....... .........._ CL R.R. TRACK OVER FOOTHILL BLVD. ON THE NORTH . R� .......... 03 SIDE, SET DRIVE PIN W/C.S. TAG IN TOP CURB. ............ ............... .......... ............... ..................... PROl". TOP� OF CURB 8 TT C_ ............ (C .......... ............................ PROP. FL ELEV, ............................ 2 GLJTTER .............. .............. ....... .......-A1-11 ........... ........... ------ ........... ............. ........... ........... ........... ..........(6 ............... ............... .............................. ............-1111111 ........................ EX S TIN G N 0,", Thl! GR�,0E� @ LO ........... p IL Liv i ............. ............. LUC L ............. .............. + C�, ........... .......... STREET IMPROVEMENT CONSTRUCTION NOTES .......... ............... .................... L .................. .......... . ...... ................ CONST. C) CURB AND GUTTER TYPE A2-8 PER CITY STD. 104 'rlZ%f206j PSR aXxfiTZN6) C6r4Pl =c*J. ...... ... .. STATa to 2 NGT-448SE4�- PZZ-m .......... .......... ........... .......... 04 ADJUST EXIST. MANHOL C) I 3 .......... ...... "........... .......... E RIMIWATER METER TO GRADE. 0() ............. CONST. TYPE "C" DRIVEWAY APPROACH PER CITY STD. 101. ............... ................................ ........... ... . ................ ............. 5 REMOVE EXISTING WATER METER. .......... ............ ..............- CONST. PCC SIDEWALK PER CITY STD. 100-A, WIDTH PER PLAN. ............ ....... 7 RELOCATE EXISTING SIGN. ........... .............. ............ ............ �D—CONST. REDWOOD HEADER AT PAVEMENT EDGE, SEE DETAIL A ON SHT 1. 9 CITY STD. 102. -i-6o-i G TREES. REMOVE EXISTIN LO d ............ .............. Lo ............. WAY PER CITY STD. 50 1. + ............I —INSTALL 9500 LUMEN HPSV STREET LIGHT. (12) + C) 13 INSTALL STREET TREES PER THE NOTES ON SHEET 1. 0 ET CONST. 5" AC OVER 8' C.A.B. (SEE GENERAL NOTES 8 & 9 ON SHE 1) Lo ........... I................. ...... ....... ................... s ............... 15 SAWCUT EXISTING AC PAVEMENT PER PLAN. ................. ........... .......... CONST. TOP" BAR STRIPING. .......... ......................... ................ ca 17 CONST. SIGN POST "Rl" PER CALTRAN STD. AND CITY STD. 401-B. ............................ . ..........I.......... .......... C) 18—PROTECT EXIST. CATCH BASIN AND LOCAL DEPRESSION IN PLACE .............. ............... .............. ............ PROTECT EXISTING METER(S) IN PLACE. )9 - ........................ (20)—PROTECT EXIST. POWERITELEPHONE POLE IN PLACE .......... .............. 21 PROTECT EXISTING TREE(S) IN PLACE. ........... -A & 114. .................. CONST, 4' CURVILINEAR PCC SIDEWALK PER CITY STD 100 23 PROTECT EXISTING DRIVEWAYS IN PLACE. O- Z4 NOT-4-SE0. AVSucoT RX-PA "ro C*RAPC-: ............ (2�5� REMOVE AND REPLACE EXISTING AC PAVEMENT, 4" AC OVER 4 C.A.B. RELOCATE EXISTING TREE PER APPROVED TREE PLAN. (26) EXISTIN ' p L ............. NOTE. PAVEMENT THICKNESS SHOWN ON THIS PLAN IS BASED ON SOIL REPORT SCALE. ............. .... ............. ............. AND MINIMUM CITY'S REQUIREMENT. ACTUAL THICKNESS SHALL BE DETERMINED .............. BY THE R-VALUE OBTAINED IN THE FIELD TEST PRIOR TO CONSTRUCTION. 20' .......... .............. VERT. 1 41 7 9 A BA/lf\ER AVENUE ROPOSED APN 020T-591-30, -A A 1) APN 020 7-59 1'' APN 0207-591-32 (NOT R TR 91 NO. 2 A T6 TREE 'DtWALK 116' 08 (NOT' A PARI) R 16908 T 13 13 13 LO 6 8 7 8 12 0 3 EX. R/W '7 0 102.62 FL 3 9 106.11 FL 13 ,\8-'CF f I 8" CF EX. EDGE OF 8 r-AC PAVEMEN LA �v 'T 5 0 W r =24+89.19 BAKER 1115 "UTE 10+00.00 ARROW r_v R -24" RCP PER pp A Ru' '7 4 77,1, ILI DWG NO. EX. EDGE OF 00 AVE "T AC PAVEMENT 00 9+00 -'0 DO 8+00 Z, ---------------- =/ X N8904759"W ........ L U :t L +Cui TOMN &X. Eewv Lu i Q: .................... .......... ............... FiDD HOM No. 86=serp AC .19 A+- . DESCRIPTION OF REVISION DATE OITY L I e%I I A"% "%U 'OP%A lk A Ok I A yq 0%F R A # I N G L I T% NUNU U U M DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG ARROW ROUTE O (USA) ell OF SOUTHERN CALIFORMA ru TRACT 16908 IMPROVEMENT PLAIN'S 0. 96 UP116-30-00 A DATE: illoloe:;p EXP: CITY ENGINEER: RCE NO.: 0I v Iv Ca rn, GRAPHIC SCALE "Ilk m C 40 DESIGN RECOMMENDED Lq 613012WO 40 80 PlN]C,,WA'lr­TE 20 0 10 20 V DESIGN AND ENGINEERING EEL- DRAWN 21017 COMMERCE POINTE DRra,WAINUT C& 91789 SHEET V TEU (909)869-5777 - FAX: (909) 869-5"8 E A P, WW . PIN EWAVE . COM OF 4 IN FEET-) 2 1 inch 20 ft. RCE No. 3 Ccq6 DRAWING NUMBER: DATE: 31-21--CC FILE NO.: or I G F T T8 1. 7' 3156 © 'N 0 C. U + I ° o = r ON o - 0 ^ (o fj Im 1 1 57o > "� GRADE EIS IN S T' ori cv - v LL co 00 �. - 1 1" - o :T h - o 0 0 2' GU TEQ ' GR € T T - - - O op !U © e � O }ooh N 1 o co `- O N p. ao o co - - .3 rn O N O N ^ — cv + O � .r P�0 OS_- ANPN i # ^ - j - EISN G A E L N — -- j xT TI J7A a- SCALE: - - HORIZ. 1" = 20' VERT. 1" = 4' 26 27 TR 16908 28 29 30 ARROW "ROUTE ,VN 0207-591-26 TR 16 0, �N BAG N � I � (I�l pA� �' � �� �) � � N E3LDc0207�� A _ ) t _ AP }= 2 AP 020 —591-21 _ 29 r) PN 207=591 2�4 AP O 5�1 � '�591-4 9 APN 09 T 7 1 _ - ---- -- — _ fA T (NOT A PART) (NOT A PAR (NO PAR ) NOT A R RT) 1 � �-- ------- - ---- � o I I I I ,,PROP. 1281'X5' W �. 50„� 24'�3 k �,,9 Bio SIDfiWALK S ' I ° 21 / I o �o 0 ocr 6 `T I I AS RS Z 3 0� 3 ° A �c 20 19 (0) IL r 11� TEL. — -- — —_ _ - - - - - - - - - - - - - - - - - 16 189,0 �`i 2 �� C. C O� SSMH�SSMH r$ .f t1 R�TECT IST. CURB 5` 15 24+69. 19 BAKER � � � ru T R 15 � � 4 10+ 0.00 ARROW FUTURE ST. LIGHT AND Gl(TTER �5 o �o �o 'o \'o.> 28+00 '�� _ / / �. � 31�0- 25+00 0�. 26+00 w , s� 27+00 - _ _ r — �,� EX. 75\ RCS PER 0 12 WO'P. o o EX. 75 RCP PER A ER AVEN �� SUTURE ST. UGH PER DWG . 1115 m PREOP. SAWCUT LINE 25 1g PER DWG N0. 1 tn ---_ 00 o Q - FUTURE-ST-LIGHT ct_ \ FUTURE-ST-LIGHT -- _ _ --- -- o 00 w STREET IMPRO VEMEN CONSTRUCTION NOTES �- �1 --CONST. CURB AND GUTTER TYPE A2-8 PER CITY STD. 104 2�--NOT USED CURVILINEAR SIDEWALK NOTES O3 ---ADJUST EXIST. MANHOLE RIM/WATER METER TO GRADE. O4 --CONST. TYPE "C” DRIVEWAY APPROACH PER CITY STD. 101. CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN ( 5 --_ REMOVE EXISTING WATER METER. CONFORMANCE WITH STD DWG N0. 114. THE GENERAL LINE 6a--CONST. PCC SIDEWALK PER CITY STD. 100-A, WIDTH PER PLAN. AND GRADE SHALL FI AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS CITY 7 RELOCATE EXISTING SIGN. SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY DESCRIPTION OF REVISION DATE APPROVED 8 CONST. REDWOOD HEADER AT PAVEMENT EDGE, SEE DETAIL A ON SHT 1. TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE @_X_ _-CONST,@- ACCESS RAMP PER CIPY STD. 102. PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO CITY 0F RANCH0 CUCAM0NGA FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL 1REMOVE EXISTING TREES. BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED 11 CONST. LANDSCAPE PARKWAY PER CITY STD. 501. FIELD INSPECTION. IN THE EVENT MAJOR CHANGES ARE 12 INSTALL 9500 LUMEN HPSV STREET LIGHT. PROPOSED TO THE CONCEPTUAL SIDWALK LAYOUT PLAN, TWO PLAN AND PROFILE SETS OF RED-LINED PLANS SHOWING THE PROPOSED CHANGES 13A14 INSTALL STREET TREES PER THE NOTES ON SHEET 1. SHALL BE SUBMITTED AT THE SAME TIME THE 48-HOUR BAKER AVENUE CONST. Y AC OVER 8' C.A.B. (SEE GENERAL NOTES 8 & 9 ON SHEET 1) NOTICE IS GIVEN TO THE CITY Gn L� 15 SAWCUT EXISTING AC PAVEMENT PER PLAN. CONST. "STOP" BAR STRIPING. BENCH MARK �`�� � TRACT 16908 ONSITE IMPROVEMENT PLANS O 1�-—CONST. SIGN POST "R 1" PER CALTRAN STD. AND CITY STD. 401-8. All 18 PROTECT EXIST. CATCH BASIN AND LOCAL DEPRESSION IN PLACE. t��'�'�/i Fy f 19 PROTECT EXISTING METER(S) IN PLACE. ��t�Q� . .S10Nq� ' 20 PROTECT EXIST. POWER/TELEPHONE POLE IN PLACE. CITY BENCHMARK NO. 16-B: 1237.586 FT �q �QQS APPROVED BY DATE: �- 27 FEET NORTH OF CL FOOTHILL BLVD. AND ON CL � " i����I li�yC i g1ZppA CITY ENGINEER % RCE NO.: EXP: 21 PROTECT EXISTING TREE(S) IN PLACE. BAKER AVE. PROJECTED NORTH. 200 FEET EAST OF '�. y 22 CONST. 4' CURVILINEAR PCC SIDEWALK PER CITY STD 100-A & 114. CL R.R. TRACK OVER FOOTHILL BLVD. ON THE NORTH ` DESIGN RECOMMENDED DIAL TOLL FREE 2 PROTECT EXISTING DRIVEWAYS IN PLACE. SIDE, SET DRIVE PIN W/C.S. TAG IN TOP CURB. ND. �VO6 srgr� CNR� GRAPHIC SCALE IFA W PI EWAVE 24 NOT USED. EXP.0606 :' CF cA��/ �� �zj� 1 80Q 422-4133 " " '' '° o �� 20 40 80 DRAWN DESIGN AND ENGINEERING SHEET AT LEAST TWO DAYS =k(2�-�—REMOVE AND REPLACE EXISTING AC PAVEMENT, 4 AC OVER 4 C.A.B. fj CI�Z�, �Q , 21011 COYMERCt POINT[ °RIV[. WALNUT GL 1178! BEFORE YOU DIG v 26 RELOCATE EXISTING TREE PER APPROVED TREE PLAN. qlF 4F CAI.1���� EP���`J ��� w Lw 91rBi N i��ri'.�e o ue!-sne 3 OF `t lk own ""° �""° 5�`� aw NOTE. PAVEMENT THICKNESS SHOWN ON THIS PLAN 1S BASED ON SOIL REPORT OF SpU7}IFJiN Cg ALL" M=wW FEET ) ' CHECKED f RCE NO. 3 6 DRAWING NUMBER: AND MINIMUM CITY'S REQUIREMENT. ACTUAL THICKNESS SHALL BE DETERMINED 1 inch = 20 f GP1 98 DATE: FILE NO.: BY THE R-VALUE OBTAINED IN THE FIELD TEST PRIOR TO CONSTRUCTION.