Loading...
HomeMy WebLinkAbout1274 STREET IMPROVEMENT AND STRIPING PLAN GENERAL NOTES: 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH 13 E AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICA- TIONS. 2 WATER PIPELINES METERS, VALVES, FIRE UN DRANTS ES OF NYETC KIND, TELEPHONE EORO NOT SHOWNON POWER POLES, THESE PLANS WITHIN THE RIGHT-OF -WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVE- MENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN FOOTHILL BOULEVARD & BAKER AVENUE PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. IN T H E CITY O F RANCHO CUCAMONGA 4. THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH GRADING, SOILS TESTS, INCLUDING "R" VALUES, SHALL BE TAKEN AND A MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER. THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE SUBMIT- TED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. E'LY. 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, WILY. RJW OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. R/W 66' 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 11 5 O.S, ORIGINAL GROUND AND ALL SUB 6 -GRADES 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 i PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER , LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY : JT (A) R-VALUE , SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ( B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. PROPOSED SIDEWALK 8. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH FXTHILL BOULEVARD PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE BAKER AVENUE =PROJECT FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL . SITE 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSI - BILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING SQ CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPT- ARROW ROUTE HIGHWAf LY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD-FREE, �. w ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON 41, u; REQUEST OF THE INSPECTOR. -----4'WAL K z w MMIN. TO 34' MAX. 13'MIN_TO 30' MAx. I W a a a W 11 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR EX. PAV'T. (Vp,RIAgLE) PROPOSED WIDENING AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE , 0.5 6'gLOCK WALL tu to a ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY MIN. W a OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT I > a a ORDINANCES AND STANDARDS. jS4-'3YaMA%- U 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING VAR.SLOPE $� o VAR SLOPE' 5.0%MAX. W o FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER -- I pow2 a a m OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 5 I z >- to w = 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL 2 4"CL-2 A. 15 z a SECTION, BE INSTALLED. N BFR > 14. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. FOOTHILL BOULEVARD 4Ro Vti 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, SHALL BE X SEE CROSS SECTIONS , 47H STREET STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL SHEET NO. 4 T.I. -- IO EXPANSION JOIN SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE ��Yy. 16. SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE R = POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. TYPICAL SECTIONS SHEET INDEX N 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT I . TITLE SHEET (TYPICAL SECTIONS QUANTITIES UNIFORMLY BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE GENERAL NOTES) UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 2. FOOTHILL BOULEVARD - PLAN • PROFILE 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVE- 3. FOOTHILL BOULEVARD - STRIPING PLAN VICINITY MAP NIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION 3A. FOOTHILL BOULEVARD - CROSSSECTIONS* OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK 4. BAKER AVENUE - PLAN t PROFILE REVISED NO SCALE 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. -AFOR IMFORMA71ON AT TI ME OF CONSTRUCTION ONLY. 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. 20. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. CONSTRUCTION NOTES & ESTIMATED QUANTITIES_ CONSTRUCTION NOTES FOR STREET TREES BAKER AVENUE (REVISIONS) FOOTHILL BOULEYARD I . ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STD. 601. II CONSTRUCT 8" PCURB 4 GUTTER PER CITYOF RANCHO CUCAMONGA II CONSTRUCT 4 " A.C. OVER 6"CL- 2"A.B. IG,2GO S.F. CIVIL ENGINEERS NOTE TO CONTRACTOR: STD. 303. 36 L.F. 1z CONSTRUCT 8" P.C.C. CURB W f 24" GUTTER M/4"CL-2AB PER CALTRANS STD.N8-A ITYPE Al-8" 693 L.F. 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY 12 CONSTRUCT DRIVE APPROACH 6 SIDEWALK PER CITY OF RANCHO 3 -INSTALL STREET TREE (CRAPE MYRTLE) PER"CONSTRUCTION NOTES FOR STREET TREES,HEREQN 12 EA. STD. GOS A CUCAMONGA STD. 306. 619 S.F. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR a-INSSTREET TREE (LONDON PLANE TREE) PER"CONSTRL>CT40N NOTES FOR STREET TREES", HEREON._ 10 EA. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 3. SOIL FERTILIZING AND CONDITIONING SHALL BE IN ACCORDANCE WITH 13 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA SECTION 212- 1.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS STD. 310 � 3 f I . 3,050 S.F. �-CONSTRUCT 4" P.C C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310E 311. REQUIREMENT SHALL 2,744 S.F. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RE CONSTRUCTION. TYPE I ORGANIC AMENDMENTS TO 3 PARTS NAINESOIL. 14 REMOVE EXISTING CURB # GUTTER . 112 L.F. (D-- ALL EXISTING GUARD RAIL. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE ALL AMENDMENTS ARE TO BE THOROUGHLY MIXED PRIOR TO BACKFI LLING. 604 L.F. 15 REMOVE EXISTING CURB � GUTTER AT DRIVE . 36 L.F. ROADWAY EXCAVATION 155 C.Y. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 4. FERTILIZATION OF ALL STREET TREES SHALL BE PER THE RECOMMENDA- 16 REMOVE EXISTING CONCRETE DRIVE. 2"I0 S.F ROADWAY EMBANKMENT 1,285 C.Y. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE TIONS OF AN ARGRONOMIC SOILS REPORT FURNISHED TO THE C-1-TyIIEMOVE EXISTING A.C. PAVEMENT. 112 S.F. �-INSTALL STREET LIGHT- 16,000 LUMEN BY S.C.E., PAID 4 COORDINATED BY DEVELOPER._ 5 EA. SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. INSPECTOR . S. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE 18 CONSTRUCT TRANSITION CURB ONLY (8" TO O") SO L.F. 19 coNSTRUCT 't "a.c. OVER y '�A.B. PAVEMENT. mlW+rnuM1 132 S.F. FOOTHILL BOULEVARD ( FUTURE CONSTRUCTION) TRUNK iS CLOSER THAN THREE FEET (3' ) TO THE FACE OF CURB , INSTALL STREET LIGHT BY S.C.E.,TO BE PAID FOR COORDINATED BY DEVELOPER. - 4 EA, II CONSTRUCT 4 "A.C.OVER 6"CL - 2"A.B. S.F. UNLESS OTHERWISE NOTED. 21 INSTALL STREET TREES(ALEPPO-PINE- 15 GAL.) PER"CONSTRUCTION 2f�--CONSTRUCT 8" PC.C. CURS W 124" GUTTER. L.F. 6. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE NOTES FOR STREET TREES", HEREON. 2'1 EA. BY THE. CITY ENGINEER . 4aCONSTRUCT TEMPORARY P.C.C. CURB 411 GUTTER L.F. INSTALL S�--CONSTRUCT 4"P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 31(34 311. ISO S.F. ROADWAY EXCAVATION 20 C.Y. CALTRANS GENERAL NOTES : FOOTHILL BLVD. ROADWAY EMBANKMENT 100 C.Y. LEGEND a) Encroachment permit is required from Caltrans prior to doing any work within the State highway right-of-way. CONTACT THE FOLLOWING, AS REQUIRED, 2 EACH WORKiNGDAYS PRIOR TO EXCAVATION _ 0• 6" OR 8" CURB & GUTTER ADDED STREET LIGHTS TO FOOTHILL BLVD. � 414190 Y-4 `O �. b) All work within the State highway right-of-wap shall be to GENERAL TELEPHONE COMPANY: (800) 422-4132 06 State standards . A.C. PAVING OVER A.B. P79T D-SouthLocustDESCRIPTION OF REVISION DATE cI Y APP-D. 4 0920 � b A c) Structural section indicated for highway is for estimating � STREET NAME SIGN LOCATION Pomona, CA 91766 CITY OF RANCHO CUCAMONGA 's only . Actual section is to be determined after grading and - T SOUTHERN CALIFORNIA GASCOPANY : ( 714) 529-2889 OFESSION appropriate laboratory test . A T. I . of 10.0 should be used in STORM DRAIN LINE (SEE STORM DRAIN _ 4� I Q PREPARED FOR the design of the highway and a T. I . of 7 .0 is to be used in PLANS FOR CONSTRUCTION DETAILS) East irc Street- ( 714) 529-2070 (rcr GHAAF� STREET IMPROVEMENT PLANS the highway shoulder area . Brea, CA 92621 CROSS GUTTER _ d) Parking along Foothill Boulevard shall be prohibited by CUCAMONGA CO. WATER DISTRICT : ( 714) 987-2591 NO. 22827 TITLE SHEET painting curbs red and by the proper placement of "No Parking �•� TRACT BOUNDARY, SUBDIVIS:ON BOUNDARY man Bernardino Road * Exp. 12131189 WP Anytime" signs . Rancho Cucamonga, CA 91730 sT \P STREET LIGHT Work area shall be overla ed so that pavement joints match ENGINEER' S NOTICE TO CONTRACTORS: Of ��`Eo - 1678 WEST ARROW ROUTE #141 e) y -- TRACT NO. 13650 lane lines , as directed by the State' s Representative . 4" PCC SIDEWALK UPLAND, CALIFORNIA 91786 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES APPROVED BY DA1 E '_��'6 (714) 946-0837 f) All striping , pavement markings , and pavement markers shall be �r--rT BARRICADE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE ORDS. THESE (,rl'TY ENGINEER R.C.E. 239'7 provided as directed by the State ' s Representative . .., TEMPORARY PAVEMENT AT END OF STREET CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/ORDESIGN PREPARED UNDER THE RIC,OMrNDEU GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DA, J.R.C. SUPERVISION OF b. fj PEDESTRIAN RAMP PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER L I t�lS rti NOT OF RECORD OR NOT SHOWN ON THESE PLANS. Zz` tom- DRAWN SHEET - --��- LOCAL DEPRESSION AT CATCH BASIN M.D.S. � OF '¢ CHARCHOLHARI MAN & ASSOC BENCH MARK: 16-� ELEV. 1231.586 SOUTHERN CALIFORNIA EDISON COMPANY: ( 714) 986-5861 /_ � CITY OF RANCHO CUCAMONGA - DRIVE PIN WITH SAN DAZE 811 8g PLANNING • ENGINEERING SURVEYING gERNARDINo COUNTY SURVEY TAG AT NORTH TOP �(>. F IRE HYDRANT East Francis Street CHECKED DRAWING NO. 25201 PASEO DE ALICIA SUITE 100 OF CURB 2l' NORTH OFCENTERLINE INTERSECTION Onteri o, CA 91 761 J CK R.CHARCNOL R.C.E. N0.2282T OF FOOTHILL BOULEVARD AND BAKER AVENUE. EXP:12 31-89 - LAGUNA HILLS, CALIFORNIA 92653• (7 14) 581-4501 FILE NO. . BENCH MARK : 16-B ELEV. -- 1231.586 , : : ; CITY OF RANCHO CUCAMONGA- DRIVE PIN WITH - :. --.. i - -1111 _ ---. -. , _ _- .- .. , ...1111. 1.111...„ -.. ... , - -. .. 1111.-.., -.. . < _ , , - i SAN BERNARDINO COUNTY SURVEY TAGAT NORTH ! f . - . : TOP OF CURB 2l' NORTH OF CENTERLINE= INTER- . . f : _ _ _ f _ _• ._. , _. ____-._ 1 } • . � , O V t . : . , , , . . : . . < . . SECTION F OOTHILL BLD BAKER AVE t 0 F p , - _ _ f : . _ 111.1. -. . .. : • Q� p ,� . , t - 1 . _ _ : f f .. _. ; 61 + r: _ i . tP O 1111._ . r- M m : o �? ., X 5 . SAV j Te ; + : 1 A . 0 < • , . ., _ . - . - 1240 _ 4m : . : - 09 - + In O : - . + _ , . : Q - _1 2 �� d m N r • 0 _ _ . � . .1 _< _ ." , d : tL. : . , , . M M : . d �• r r . , I . _ LL' : . � � d �n r' _ . . , • . - . _ n _ . : .. d , . : . _.., .. .. ,i 4/1 fA , . , __ _ . _ (� f t4 i+ O . . _ , .. d _ e.:� i, . , . , M ` + M ��� ., _<_ . . . d - - , . . M d 0 �9 1111. .e-.-... , 11__11. _ 1 111 1111.. 111.1 �� - , - 4 - V t - r < . r + + O M M : d? 03 d �9 to + : D 0� N O O M , + t 6� O , u , , -. < 1111... .. -. .. _. _ --.- ,.._- ...-1111,._.. ... .._ .--.. .. _.,.. .. 1111-- __1111.. . , - ...... .. 11_11. w.......... ... 1111 .. -.. .1111 , .-__.._» 111_1. ._.�...-w- -.-. .- .. .• - -i--.. .y-.........,1111 ............ __ _...._,... 1111 1111.., 1111. e. 1111..... 1111....-.�- . }} ._ : __ . _ � __ �._ � _ _. _ . __. ___._ � _ _ , < m -1235 1 _ : _ - M ,� 2 5 - . . � . . , - - _ --� c , . . . . : . . , . - . < . , `� M K1 fn d' v v v M d .moi � �. : It .� (vn , .__� : 1111_��� I w -- . _ 111.1 •_....... , _. ......_ .-1, . , -.-. ...-...T . .. , .. . --.. ..... _ _ _ < , < . . , e . . , . . I , • • _ _. _.. _ . - , - , r . - , O . , , : , , , _ , , . . , , . : < , • , _. _ .._ IS G A _ : . . N D a - M _ . �- . d .4 240 r}0cS N . < . d M M •� o - r . , , . , ., ; : : , a , , , , _ , . , , . { to . - . e , - _ _ _. _ d . . 1-01 : ; • I d M d- - . � . . m . _ , : a I . -._� , . , M _ , 1111 e .. qt in . - . : dM . : ^ o., .^ o . • • ; : - : ) - . : < In 4' - - -.. _ -.-- ..-- .-.- -. ... .... .-. 11_11 .• - .-.. - »1111. . 1. 1111. - 1111 1111.. .. -.-.. { a 1 • : -.-.-• _ • 1111..... 111 1 - 1111..1111 (Q • _. - •. 111 1 -.. ... ,-._.-1111 , 1111. ..-._. - , - ..,. 1111 .• .. , 1I ,. �� .......-. .< - -_ , -< .....y..... .1111• \-f . .. ....<. i ..n. -d. - ". ......_.. (.• , `_ - -_. M , • .� , : : I d• : I + O + (A ,. a, M � � : . iV - .. O URVE 1 .ep EY , , : .: p ; • d Mo p V M 1I. , M1, ,_ 4r f _.. __1 - . N . _ -_ . • ____ _ _. _ ... 111-1_-. _ I 3 �- 4 _. _ _:_ _ - . . . o o � . . . I M ; . j !11 . , < N � m . . L. • . + 4Q5T 33 44 d . + . _ __ 1. I o • . • _ 1. 4� N p pp , : d d : 1111 w d- , d ,�• N d : . : ; N CURV E N CURVE + a . __ . . - . . : , , -, : .. . , a . .. . o : . . a . . . . . 1 : . , - . . : . . . . m00 : : . : . } i v c� } } - v °+`" _ _ # - _ :- _._ : _ _ , . . - . �? . , . , . . + } , . . : . . r . - : , ; - - - . . , I _ _, _ a _ _ . . , . M . . • , X240 \_ _ : _ - . 12 q . , : . . 40 N� : v . , < , - v. - r_ M -* . . _ . -_ 4� . , , . _ , , e . i < _ - �- - - : , -t0 • . _ _ . . : - . . : 't , : , . - m-N . M U 1 l'. O OF RC1 i�B ,� _ EX I . . , . _ . . . . 1111 . _ _. : _ , � o 45.5' S O { ai �; a . . . . dm� M M �' ^ � } } I , - _ . . . . . : ...... e ._ _ ,� } A r : , . - { - - t' - , ... • .. 1111 - -... : , e 1111.. -. e e , -A e 1111.-. , r • , - n. 1111. - u 7 • + V •� O �4� L, d -• _ f , 1111... 1111 ..., ,, < -. } e e .. 1111... , . : - , - , 1111 - , - < , i t : : - e , , i 1 N : F , , , `7 , ig : r ' .- -.. < -. -,- 1111. -. ; . , .. .-_ 1111... -. -. ...-. -__-_ - .. ....... 1111... a ; , : , , < -. ............ - .. . _.... a _. a -- -... __. -. .._ a : , r ; -. - _ -.- - .. - 1111,. 1111...-.. .. 1111 -. 1111. e 1111 - ____._ 1111. ___ __ _ 235 ; < , . v 1 v . .... . _ - - : ; ; - :. , .. 1111... .-1111.. • .... _. _,. ... _..< .., . ., _. 1111 . e ..... - -..- .- , 4 - : , , , .... ' a e , f _ d .. .. • - a .. ...-. 1 - • _, a.... 1111 • 1111, :- a �� ..° < • . , -. <-.-- • , - , , - .. 1111 : - a -.. a .. .. -.. , - _ ; : . - - - ! , - d . {J1 1 . : - - Y. CURB 47 to :+_ , , a s © s . _ _ . , E . . - ; : . TOP O PR ` . ` . a . . - : . , , . . - - _ $ < . - . , ; : : , . , , . , f . , , : . I : _ . . . _ . _ _ . _ . _ _ . : . . i , , < , . • . } : . , , . : - , i 1 - 1111.. . _. _. 1111 -. 1111 . _ .. 1111. 1111. f , � < _ . : _ __< .. , -..___..... ......... 1111 1111 _< _._ . { f x1ST. 'rop c� uR� . . . , , . , _ - . < _ . . . . . , i . : , . , , - 3 . , , < . . , . 1 t - , - _ t , . . , ... . _. ..._. . _ __ . _..-.- 1111_ - a _1 r • . ..-... . . .« .........•..... ..w,....-. , _ d --.. . • - -_i -•. , - , - • i , , .. 1111..• .. ... , .. .e _ n ... .. •. -...-_. .:. .- _.._.. y , t e "- - _ - - a , , , • i , ' , }{, . - - a - - . _-.. - _- .. 1111... 1 11 1 -.. - -_ .-. 1111 1111 .....- _. - - f f a _ - .._.. 1111_ - .. -. .... -_ - -4 t ,- • 1111 • e .�.. 1 : , - ... _ __ 1111 - .. _ . : , } 1111 ...-. -- ..... .- - I 1111 - _.- 1111... 1111... + { ..-1111 ., -- . 1111-.. , ...w 1111 ..............: .. , ...,..............: , --., -. : _ • _�. ,. ... 1111.:. - - : j '± I , t • - e - a 1 11 1.. 11 1 1.. r.1 111 1 -. j , - , : . . : -.-- -.._-. 1111... -... 1111.. 1111.. -...-: .. -� r . - . , ' ............ 1111..-.. -- - .. -..• 1111 • - • , • .._..1111- ..e....... v......_.. n. 1111 + 1111..• ..-1111..-.n a a .n -.e-.-1111... , » --.e-- _♦ -, ,.. a 1 1111 :. .: .._.__. - _•. < _. ._..__.. _. , _. e .. 1111• 1111 . , 1111. ......... „. :. ,1111_ - -. - � { - c , t . . : = : ES i ` . , , . - : ; , - : , _ _ 6 HORIZ. . 1" . • , _: _ . . 1111 _.._.- .111:1 . - I 1111 - , . . . . : : , , e , : < . I VERT. 1" 4' _ __ _ _ _. 1111 _ _ 40 41 42 43 44 45 46 41 48 49 50 PLAN SCALE 1" : 40' 140 � Q= �� j Q� �Q e 40 o /�� \ Y m O �y •W d Q 4 °'r '.�_� �� ^n' . 0) _�� + �'� i� ¢o\ �` o *10, + ���_ in �� �-,� 51 w �__ CA / �- '� - N 0 q 1� �,r 5Q --, +? m-o0 - - - f �__ . L . 3 s � � s1.C.e.� IIS cr Li o I� _�E - I� + . � m. ---- - - / p u0i. mM•�' 34 � _ -� - 44 _ A 4 4 - 41 w �,-, �/ Ex a`N- // cr V, P� `__� _- ���- SAWCIST EX•AC.PAV`T -- -- _�� F p na�-___�' I n 6` / 4 - - - - _ �AS REQUIRED BY CAITRANS INSPECTOR-- --- _ _r ^i co . - __ 'O }-- i�------ 66' 0 6 y 2 REMOVE EXIST. FRAYED PAV'T. ' 33' R �� 4 D REMOVE EX.6UARD RAIL /�- -'3� E a 4 MAI 3 ?? 3 CV'R , X93 - -- 1��, 30 ��- A _ 3 f'6 f O/ 3? -- -- -- _ / -�� (A egkFl+� PqV l/ cn -.► GU�TFR 3 ERIVAT L ND - _--_-»_ _ -- -- --_ -� 2 F • j' ASEN A WAP - . . - __ _i SHF AV SNL ENT !: -- ._ _ - __-_ = �� A � - , FT N _t Q, _ 3 s 35 ---- - ------ _ J . l9 O►• 4 ��(! + 4 6' BLOCK WALL 34 33 32 a1 3,-'tom 28 "� :7- P UJ J .. + G G ST, z LT 7 I- r � a � d 4 a'n RELOCATE EXISTING R-26(S) Of " NO STOPPING" SIGNS TO 7 7 • Q E LIGHT SIDS. 3 STREET �. FOOTHILL BOULEVARD 4 ADDED STREET LIGHTS TO FOOTHILL BLVD. 9 r,C.� 414- 190 DESCRIPTION OF REVISION DATE IPP'D, CURVE DATA CITY OF RANCHO CUCAMONGA a R L T AA 33050'30" 1500.00' 885.97' 456.33' - CONSTRUCTION NOTES �-- 436'26" 1500.00' 121.49' 60. 8' FOOTHILL BOULEVARD Ca- 83' I6' 13" 35.00' 50.8'1' 31. 11 , aCONSTRUCT 4 " A.C. OVER 6'CL - 2AB (SEE GENERAL NOTES) /�- DD 21.°02'47" 1541.00' 568.25' 28-7.3-1, l�. k 41{ .J)V`` STA. 41 11.91 TO STA. 4�+83.10 2�-CONSTRUCT 8" P.C.C. CURB W/24" GUTTER PER CALTRANS STD. N8-A, TYPE A2-8". Ea- 1529'41" 150.00' 44.51' 20.4 1' ' " ` F 12 46 24' 150.00 33.44 16.'79 ��i"z, ' f �� 3_ INSTALL STREET TREE (CRAPE MYRTLE) PER "CONSTRUCTION NOTES FOR STREET TREES" ) ON SMT.I . E- o`�� -� . TRACT 13650If ,_, " '4 INSTALL STREET TREE(LONDON PLANE TREE) PER "CONSTRUCT ION NOTES FOR STREET TREES,ON SH-T. I . aI r� APPROVED BY DATE i� 5 CONSTRUCT 4° P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA S7D. 310 * 31 I. ��� hl CITY ENGINEER -�--�-�C.E. N liy2397 Exp. 121 ;;g? i , , �-REMOVE EXISTING GUARD RAIL. * ,' RE MME DED I O S. E. PA AND COORDINATED 13Y DEVELOPER. DESIGN PREPARED UNDER --NSTALL STREET LIGHT 16, 00 LUMEN BY C , ID ' __ �-;:, e``Pe THE SUPERVISION OF: r \� ^r -. J. SIDEWALK LAYOUT 1S CONCEPTUAL ONLY. APPROVAL OF THE FINAL LAYOUT �.�__"_� SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD DRAWN �Q ® SHEET CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT CHARCHOI/HARTMRN RSSOC. M.D.S. . e _ o'L 2 OF 4 PLANNER PRIOR TO FINAL CONSTRUCTION . F PLANNING • ENGINEERING • SURVEYING CHECKED 0 JACK R.CHARCHOL EXP. 112-31-B(3 DRAWING NO. 11 26201 PASEO DE ALICIA • SUITE 100 R.C.E. NO.22$21 LAOUNA HILLS, CALIFORNIA 92853•(714)681-4501 DATE 8 FILE NO. / �� ------------ ........ ........ L r) ....... ........ ................. ........ ...... -4 LAJ LLI CL j4 'z . ..... ....... t..... ...... z C-4 cL LLI co CD at o Z �z C/) >: ZI 4 F- L.Li ...... ......... ...... ...... Lu x do U J C, Lu :z NF- ..... ... S US cr co cc z >- t)Eli 0�- OD co z 00 ............ ........ ... ........... ................. C-J C'4 L)0 a: ........... ......... ...... ... ...........- C-i T .......... <0 ZF- .... ...... CL: Z 0 1: 5 C4 U_ LL-j 4 ............... .... .... -4....... ......— co U- 4 .. .....�, z 0 4,- ....... ...... of LU LO L) LL- LL (10 Z D oo U- ' .. .... .... 0 z ...... 0 Ld Lli 0 F- cr LLJ LU LM Z5 4.......... C4 u .... ........ .. ........... cc LL Z t J 0 Li .... .... ... 4, - ...... 4-- ......... ... + ......... -,-t...... Lu CL cc D Z cl) cl) w CL LLJ W 4,, ......... cc 4. ......... x 41 a. LL uj 4 ........".—­.. — >- w .......... ... .... -4- ........ ....... Lo Z ...... ........ ...... ... ......... ... ..... LLJ (3 w j:j > Z t 0 w LLJ Ll ui -4 ....... . LU cr —.4 .......... 4- - 0�0- 1000, w .00"� .......... cc -4 0 CID .......... Laol t .... ... (r 0"'o ..... .... . . ... .... ......... .... .... ....... .... ......... .... ... Fr S2 cy . ... ........ UJ a: ......... ...... ......... ............ .... ...... CD 0 4 0 U. 75 t., ......... ......... LU IL . ... ............ ... ....4.... ... ...... 60 Cd .......... .... .. + ................ ......... .... .... .... cr: Z 4 CL ......... ....4. ...... ... .... ....... + .... ........ ...... .... ........ . �4 ............ 4. ............. .. .... ......... ...................... ......... ....... -4......... ....... ........ ...... ....... ........... -4 4 ......1. .... ..... .. ...... + 4 4 ... ....4, 4 ....... .... .... i- 4......... .. 4 .... ... .. ......... ............... -4.... ...�4 . . . ....... ----- --- ... ....... ............ ......... .... .......... .......... . ........ ...... 4 IZ 41 4 4 1 t ...... .... ............. 4 t ......... ........ t t t .......... 4 ....... ......... ...... 4 .... .. ...... .......... 4 ---------- + 0 ............... --4---- 4 1 4- f -44 .................... -4.... . ....... .. ... .... T. .... .... ........ .... ....... .... Ulk .......... ...... ... ...... LA 4 ...... .... Cie .. ............. ......... ........... .... ... ........ Uj ........i ---------1 4 OD 4, ... .... ........... .......4, . ...... ..... . . .......... + .... ...4....... ............. ...... 4 .......... ... ...... ........... t .............. ...... .... ..... ..... ................ . ............... ...... + .... .. ....... ............ ....... ----—---4+ ........... 4 ...........4 -4........ 4 IA. + ............. ....... ...... .. .... .... ............. ....... ......... ....... .......... ....... ......... . ... 11 ........... .... .. ....... ........ ... ... ....... ..... ............ ...................... . ...... 4 0 ......... .. ....... . ...... . ..........00001, C Of ............. ... . .. .... .. ... ....... ...... .... ........ ............... ....... .... ........... ........ ........... ....... 4 + ............... ........ t ............ .......... ... Ln 4 ......... .......... ...... ........ ...... ...... 4 .... ........ :9. t4 -4 ................ ......... ................ ........... ...... .......... ........... ........... (/I ILL Z 0 0 ......... . .......... ........ ....... ........ ....... ............. ............... JIM ....... ....... ............ . ...... ....... > jp U- ul z z 4 ........... ... ...... ............ ......... .............. . . ... uj 00 L''T -I I+.+.+1...-I .............. LA L) U- ............ ...... .... .. .......... ...... ........... ....... 0 ......... cc Ir F�;jZ FU- 4L ................... ........ ............... ....... ......... ....... ..... ... ....... ........ ....... . ....... ........ ...... ...... ......... 0 w LD -j :z uj ................................ ......... ...... T.... ...........-1... ­.......... (-4 z co a)u qx .......... ...... ........ ........... ....... ...... ...... .......... ......... ............. ....... ........ ka ......... .................. 4 .......... LAJ BENCH MARK: 16-B ELEV.- 1231586 CITY OF RANCHOCUCAMONGA DRIVE PIN WITH . } I : . - , - - i- A E SAN 6 N IN COUNTY 1 1 R ARD 0 CO Y URV I , . > t1. SO V C C., ; AT - _ _. , OF CURB 2l' NORTH OF CENTERLINE6NTER NORTH - - . . , . : ( V _40-1 ; TOP . , r J .- 5) AND BAKER AVE. . P . . ; , . • I , , i " 1 . - - _ . . , _ 1 r , , • • , .._, . •. ... r r f i ! ♦ _ ' r F x , . y , 1 - . _ +{ : L I -. _ ... ......d _...,... ... ... ... ..... ., .... -. --..- .... _ ...... - .......--. - ...... .. ..... _. ............ _ r • ... -. - _ > - , , - - I . - , : - , , ♦ , , _ . - _ �r.c. I . . _ . , • . . . < , . . , . , : , , I . , r , < • _-, . _ . _ }{ , . . . , , . , , . . : - . . . . . . _ -_ _ . . C I , x . . . . - . • ' 1 , . I . . . , . _. ♦ s E _ ♦ , , . _ vIrN . . 1 _ . 1 - ui �' , < , , < ♦ r , > s - - I { r � d .._ . _ _ . . ; 24 _. _� __�_ _ _ a —_ . - _ i. 23� u w. , r , 1. : , - _ , . lid, . , - - {{ : t , < . r 1 a 1 - , : , , i ♦ , . Y4L\• . - , > : . ._ , - .. �XISTtIVG GRAD r ► rt _ N , . _ x �: _ . I . . - _ . _ i . , I _ . . I _. . _ . . . . . I . . . . , , r . r . - -• ___ __ : - 5I os _. . _ _ w I % . . . , , , , . . , , r . , . , , , . . . . • . , : : r : , - Z 2 - , I . r - . _ . I . < - . • } - - , ' , - .� .. - r - r , r W t ._ . ...._x_ _tLr_;. , , , - , . r } , a a , I , . 4, .. ... , L . , 1. , /�J if C• . , , , ... r - . - . . , . : , _ 1-1 _ - . r — r r p __ . r : - I < - . , I . , - a . r . , {{ ,� 1 ♦ . : , t , �� < , . __ . _.....r - :_0 . -... - _ . : , - _ i • , - 1 . , _..... _ ........-......., ..w .....,..... - - r . , _ W I� I ., -._....... , ........ -_._.w.. _ .. ... ......,., ..__. ... ........ .- . I ..RR v : ; L� ..........-, .. _... ... ......._..__,.._ ................-.._._-..,_ ...:.., -:-. , .y.....-....»...... , .,..........a..,-.i- ... ...,....., a_.....,.....w -._ .... . 1 /* < . : _.. -.__ -.. _. { . , , . : . , . . - . . _ _ . i r , ,� .�" _ i , , - - f . , , — , , , t , > , - : - , . i i . t ♦ - .} f . , . . , . . . , . f _ . : _ . , < , 1. 11 } , , $ _ 1. i , , . ; . i i 14 . . .{� .9 : . , , _ _ : �-�_ i ��Q( V 1�' . N . } : . - . . I .. > . t - , , , - � � r r . : . �� i . 1 , .. _ . , 1 _ : . : y 1. .1 N , P i IN1. . Ta a>= >=x 5T G RB __ , . . . _ . E`L Cil � . . . , . . . . - : - 1 _ __. _— } - - r - , . , i I t - _.. --. __ _._ ..... _ ._ _.. ._ _ _ .. ._.... . ... _ ......... ... .. .. . .. _.. ... _. __._. _._.. _. __...._.. .._ _ _.. , r ( I - . - , - , , r . - , , _ _ .. __. ... ...._. _.> ...... . .... .L ; _. _. _ _..._. _--_ . . i : - .n,\ . . • __. . .__ 1-1... , _ , , , , + _ _ - _ f , I _. - - _ , . - I . d) I . . : r , , , : ♦ . r : , . < : . >. . . , . I , ; , _ _ { . . . t . , r , . , , . . : . . . . . N r ; . _ : , 1 , t i , _ _ -�2 - _ . < . , - ; . . . - . . , • : . : - - . . r . . _ } . , : ' ; , , y , , _< _ - -_ . .� _ - - , . . : i 1 __ . , i , : , . . 8 I o - , a , - r i r- + - , r I jj F I _._.. .. _. .. + ......_,_ . ,. 1 .__., _ ., .. _. .. __.. ..._... . _ _.__.., _..... ..... .. i . _ , , . . t 1 rN I : < > . , . , _ , . _ 1. _ _ . . f , _ i . r , . . > > -._ 1 r . 1. _ r } : f , + ; , _ . . �� , : > > . : , , , _ i : I . � i t I I i > , ......__ _. _ . .. > , > , 1 �-�'� . - , : . . - . . . . - ... . ... , _.. - , : I i < , t r , 4 _ -. . , , , > 1. : > 1 , . . __ . - , , } , i 5. . , . t ' , I , _ _ _ . j I , _ PR . . , .. , _. : . , ; , OFILE _, > 1-1 SCALES < . - . , r , > 0 . 4• ♦ , .. 1 w . , . : I , " . I � LVERT. 3l0 3"1 50 3°1 40 41 _ 42 43 44 PLAN SCALE 1m : 40' � E4 __����� \ I i 11 �\,� \ . I \ o .^ I I I \ , I " a:)\\ V, J_ - __ __ J __ �/7� > __ W �IV,-EX-HYD. _ -- 14 11 I6 <-EX.HYD. 16 EX.HYDE, 11 -- �� -J - " � ,� -- - - -- - --- - --—— -_ - --- —-.------- ,tl 6`s 1) 35 - 36 N 31 _ .\ t` , tiN '�G _ 40 4F 43 _ 44 / -(O"�- / \ N qp 0 L��� 20 EX.OUTLET STRUCTURE 20 n�`'�ro �O� 414L� EX.32"X 24"C.M.P, 20 /sn 0— — ,avvl lti C.O, m ti' m nEX.C.B. 13 —, /I EX.B"P.V.C. �, f t--TT— — �\ -- ----,--_ — - - - --_ -_ _ _ -- - - — — _ _- _ - _ - -- -. — rti — v POWER POLE TO BE - - EX. POWER POLE TO BE REMOVED A v q, `Q A BYOTIItRT3 UNDERGROUND- ` \, ' Q TE g� T C b EX.PP T BE REMOVED EX•PP• GUY(TO F-- 1. W UND RGR,R&Ep �'��' 21 TVP. 13 '� Q ^� �, gEREMOVEDBYO ERS), Q� -EX.WATER MTR. W�UNDERGROUNDING OF UTILITY 4�`am m LNG OF UTILI Y. WIUNDERGROUN IN OF O;UTILITY v1°'a�ti M �Q TO BE REMOVED EXISTING CLEAN OUT mm• q9 —SIDEWALK RELOCATE EX.HYD. ti,Vvl• �. m CURB RETURN UTILITY to -SIDEWALK TO BECAPPED 4 m oR a. EASEMENT LJL % r t + 03b-T UGT CoNC.COLLAR , �` TO THE CITY p= 83'16' 13" °.� R W N EASEMENT t 50 ' OF RANCHO R= 35.00' m J 64, N TO THE CITY M �' ENCASE 66 L.F. OF _ - CUCAMONA 3 4 ` N. Nd „ L= 50.87' NW Q (� �Ip N SOF RANCHO (I ll EX.8 P.V.C. W LTH 0 O> O T= 31 . 1 I ' cr 3 t v 0 ._ JCUCAMONGA CLASS 'B'CONC. .4 - It 4 +N I 1I0 cc O.'Z 2Lu 0 If � •. v v t?' N ui 0 SEE SHEET N r 12 � � I �� t re IS 6''-'1 r� [H- ,. 12 l8 EX.B"P.V.C. 4- �0j CONSTRUCTION NOTES: BAKER AVENUE ll CONSTRUCT 5" FC.C• CURS � GLITTER Fee, CITY 5T D. NO. 3O3 f2O---CONSTRUCT DR 1VE APPROACH � SIDEWALK PER DESCRIPTION OF REVISION DATE CITY G1 T NO. 30fo. APP D. 13 CONSTRUCT 4" P.C.G. gIDEWALK PER CITY STD NO. $10 � 341. CURB CURVE DA'CA CITY OF RANCHO CUCAMONGA 14 REMOVE EXhT• CURB � GUTTER. p FZ L T 15 REMOVE EXIST. CURB � GUTTER AT DRIVE. leo REMOVE EXIST. GONG. DRIVE. AO-90°00'00" 8.00' Ill.r2_11 a.00� 1�1 REMOVE EXIST. PAVEMENT. �—�o°ol` oq', a.00' 1�.5-c` $.00' BAKER AVENUE IS CONSTRUCT TRAWC-11TION CURB ONLY ($'' TO O") C_8°l°58' 5 I" 5.00' IT.5"I' 5.00' STA. 31 + 83 TO FOOTHILL. BLVD. 19 CONSTRUCT ''A.G. OVER "A.5. PAVEMENT. . 20 INSTALL STREET LIGHT. QapFE^sip;;,\ 21 INSTALL STREET TREE (ALEPPO - PINE - 15 GAL.) PER �� V H�4 f,�F TRACT NO. 13650 "CONSTRUCTION NOTES FOR STREE TREES" SHT. 1. l�� ' ` ; AF'F'ROVEa BY ' DA1 E z 1� c 1 NO. 22c 27 CITY ENGINEER6 R.C.E. NO.22397 _4_. Exp, 12131/89 it DESIGN PREPARED UNCJEI� R M END. 11ED I"'jgT� ���?i J.R.C. THE SUPERVISION OF: e►1 niw \GF k1_ DRAWN D SHEET __ CHARCHOUHARTMA-N & ASSOC. M.D.S. . a dt. 4 of 4 F PLANNING • ENGINEERING • SURVEYING CHECKED DRAWING NO. xt 26201 PASEO DE ALICIA • SUITE 100 R.C.E. NOS LAGUNA MILLS,CALIFORNIA 02863•(714)681-4601 DATE 8 �� 8g l�74 FILE NO.