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HomeMy WebLinkAbout1701-D BENCHMARK: AT THE NW CORNER OF VINEYARD AVE. AND FOOTHILL GENERAL GRADING NOTES BLVD., BRASS DISK ON TOP CURB ON THE NORTH END OF CURB RETURN. STAMPED SAN BERNARDINO COUNTY SURVEYOR 1970 BM 17-24. 1. ALL WORK SHOWN HEREON SWILL BE DONE IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, AND APPENDIX CHAPTER 33 OF THE 1994 UNIFORM BUILDING CODE. ELEV. 1231.927 BM ;17-B 2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTING, FOUNDATIONS, RUBBLE, TREES, AND ROOT SYSTEMS SWILL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. �-- RANCHO CUCAMONGA 3. AFTER REMOVAL OF DEBRIS, ANY EXISTING FU OR DISTURBED NATURAL SONS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SONS ENGINEER. _ SAN BERNARDINO RD 4. THE EXPOSED SONS SWILL THEN BE INSPECTED BY THE SOILS ENGINEER, AND ANY ADDITIONAL OVER EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATION f �� j AND AS CONTAINED IN THE SOILS REPORT. 5. THE EXPOSED SOTS SWILL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTION TO AT LEAST 90% OF THE MAXIMUM DENSITY, AS C * ty Q DETERMINED BY APPENDIX SECTION 3305 OF THE 1994 UBC, OR EWNALENT COMPACTION SHALL oUj a n c 8E OBTAINED BY METHODS SPECIFIED BY THE SONS ENGINEER. � �� Q 6. IF ANY UNFORSEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION THEY SWALL BE o Cucamonga IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND BUILDING DEPARTMENT BEFORE PROCEEDING FURTHER. F OT L BLVD D 0 '. PROTECTIVE MEASURES SELL TAKEN M THE CONTRACTOR A9 NOT M CAUSERI ANY MUD, CTI OR CONSTRUCTION PLANS FOR DEBRIS TO BE DEPOSITED ONTO PUBIC OR ADJACENT PROPERTY' AT ALL TIMES DURING CONSTRUCTION. Q m ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SWILL BE CONTROLLED w = IN BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. Z U f > Q 8. PRIOR TO THE START OF ANY BINDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CML ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT VICETW �P OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. FOOTHILL BOULEVARD 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING INSPECTOR N.T.S. 24 HOURS PRIOR TO START OF WORK. 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH APPENDIX SECTION 3317.2 OF THE UNIFORM BUILDING CODE. & VINEYARD AVENUE STORM DRAIN EXP. JT. (SEE NOTE #4) 11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER COMPACTION [.30M] HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, 4®12' CHAN. WALL 0 TOP OF JOT. BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL, Gas AND LANDSCAPE IRRIGATION LINES. BATTER TO MATCH STRUCT. HOOK AS SHOWN 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY DMSION SLOPE OF PIPE CHANNEL WALL PRIOR TO FINAL GRADING INSPECTION. IN THE CITY OF RANCHO CUCAMONGA C (KEINE. NOT SHOWN) 13. AN AS-GRADED GRADING PIAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR co TO FINAL GRADING INSPECTION. EXISTING RESIDENTIAL 14. ALL SLOPES EXCEEDING 5 IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE PLANTED WITH CHANNEL WALL REINF. APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. _ \`� 'Aw 15. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PR0R WRITTEN APPROVAL OF THE BUILDING R.C.P. OFFICIAL AND CML S B � D _ RNA � R_ . NOTE: AUTOMATIC DRAINAGE GATE D Q FLOW 16. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5X WILL BE WATER TESTED j PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF INSPECTION SWILL BE CAUSE do BOTTOM LAYER OF REINF. ?.' [7! o FOR REMOVAL AND REPLACEMENTS. . - IN TOP SLAB NOT SHOWN D VALUES a� 17. ALL WALLS OVER 3 FEET IN FINISH HEIGHT REQUIRE SEPARATE PERMIT'S AND INSPECTION. !! � or a b c Dia e f A 18. ALL WORK W PUBLIC RIGHTS-OF-WAY REQUIRES SEPARATE PERMITS MID INSPECTION ISSUED BY k P*' _M0NENGINEERING 8" 9" 6" 51" 12" 18" 30'ANNEL WALL REINF. 19. GRADING CONTRACTOR SHALL NOTIFY THE 900.5 ENGINEER NOT LESS THAN 72 HOURS IN ADVANCE OF J THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT. EACH PROPOSED IMPORT SOURCE SHALL BE B SAMPLED, TESTED AND APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE. (REINF. NOT SHOWN) C 20. WE HEREBY' CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT SUBSTANTIALLY CONFORMS TO SOILS REPORT No. 2910832-006 DATED MAY 13, 1997 AND LETTER OR REVIEW FOR LUCKY RETAIL Al NOTES: FOOD STORE DATED MAY 13, 1997 SOILS REPORT No. 2910832-OD6 PREPARED BY: LOWON AND / [.013M] 013M t. ALL BARS 4012' UNLESS OTHERWISE NOTED ASSOCIATES. INC. WALNUT. cA. w _ 1/2". JT. SEALING [ 1/2" ] � 21. THE UNDERSIGNED CML ENGINEER WALL BE RESPONSIBLE FOR PROFESSIONAL INSPECTION IN ACCORDANCE `'" `"^^tJ [.02M] � IN CHANNEL WALL SHALL BE CHAMFERED WITH Ix 17.2 THE 1994 UNIFORM BUILDING CODE. CHANNEL 3/4' CHAMFER COMPOUND PLAN-TOP SLAB 1 1/2 UNLESS OTHERWISE NOTED. j Swo dnW % FACE N.T.S. 3. CUT REINFORCEMENT 2' FROM OPENING IN CHANNEL T STATE LIC. No. C.E. - Ir GEORGE NFE � � p � v v v v 4. TYPE EXCEPT D WJOINTHEN HOR PIPE BEND DIAM IETERSREQUIRED GREATER THAN 36». t v v v v P v v v REINF. NOT v v I7 o v v v v EXPANSION JOINTS SHALL EXTEND INVERT TO TOP OF TOP SLAB. SHOWN v v v v 5. t = WALL THICKNESS OF R.C.P. 0 CONSTRUCTION NOTES lit t�t REMOVE EXISTING CONCRETE LOCAL DEPRESSION AND CATCH BASIN. O _ PRE-MOLDED EXP. JT. FILLER (UNLESS CHANNEL WALL REINFORCING- �' - OTHERWISE SHOWN). SECURE TO CONC. O JOIN EXISTING STORM DRAIN PIPE PER CALTRANS STANDARDS. W/ 1 1/4" CO HOOK BARS A OPNG 3 INSTALL 24' 1500-D STORM RAIN PIP PER TTY F -M NAILS. HEADS TO BE O RANCHO 4' R.C.P.R.C.N ( STANDARD DRAWING E E C 0 O c o FLUSH W/ PRE-MOLDED MATERIAL PROVIDE RECESS FOR GA ST D D D G N0. 34t, TYPE II BEDDING. 0 o- FLAP GATE LINK CHANNEL WALL REINFORCING P' .i` VERT. EXPANSION JOINT TYPE "D" HOR. EXPANSION JOINT TYPE "D" » 4 INSTALL 42' R.C.P. 1000-D STORM DRAIN PIPE PER CALTRANS BEND IN 3M]® OPNG �_ N.I.S. N.T.S. a+4 T ( ) o 0 0 .. MIN. STANDARDS AND CITY OF RANCHO RANCHO CUCAMONGA STANDARD C> �r�.. --_ o o cc=- C,J, IDENTICAL THICKNESS ABASED ON EXIST. CHANNEL DRAWING NO. 341, TYPE II BEDDING. 1 5 _= o WALL DIMENSIONS. 12 MIN. SLAB. O5 INSTALL 51' R.C.P. (1000-D) STORM DRAIN PIPE PER CITY OF [.45M] �451.Mj ( o- ° �' I AUTOMATIC ARANNgGE GATE MODEL 2-J5 RANCHO CUCAMONGA STANDARD DRAWING NO. 341, TYPE II BEDDING. I 4 -ib +Q :1 0 0 ° �� F-25F (54 DIAM.) AS MANUFAC- [.61M] t I ,� - TIRED BY WATER INDUSTRIES, 3M �! o INC. EXETER, CA. 5 ® 12 4- 6, EXTEND 2'-0' BEYOND OPNG. © CONSTRUCT CONCRETE CATCH BASIN PER CITY OF RANCHO CUCAMONGA o N I _ WALL FTG AS ADJ. CHANNEL STANDARD DRAWING N0. 300. y., • �; q ,p O7 CONSTRUCT CONCRETE LOCAL DEPRESSION PER CALTRANS STANDARDS AND r• NEW 0 1 OR I.I t CHANNEL FACE OF WALL I EXIST! , r CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 307, CASE 'E'. _ � EXISTING 1 NG If : PIPE h �i: •' 6' MIN. o b+2 [.3M Tw sn N PIPE 1 I -- - 1 O8 REMOVE EXISTING 51' STORM DRAIN PIPE. BACKFILL AND REPAIR h N ._ _.. .� ,� 5 0 12' ] 04 [.3M] ASPHALT PAVEMENT. ' �05' A �, z T ���E�< < � #4 A 12' o `" o ` Q ❑ ❑ �- CAST IN PLACE OR DRY PACK 2X O9 REMOVE EXISTING BRICK AND MORTAR BULKHEAD. . ,+ . AROUND R.C.P. (2' MIN.) 2- 15 10 CONSTRUCT BRICK AND MORTAR BULKHEAD PER DETAIL SHOWN ON 14 0 18' f [.3M] SHEET 1 OF 3 SHEETS. �4 A 12" CONCRETE COLLAR DETAIL _ � � �5 ® 12' #5 ® 12' 11 CONSTRUCT CONCRETE COLLAR PER DETAIL SHEET 1 OF 3. --- - -- -- i00TILL H -- - --J" BLVD. [.30M] [.3M] #4 0 18' N.T.S. #5 0 12 E.F. [.46M] __ �'• ��•-- OR #7 ® 12" E.F. [.30M] Tw+6 5'-0' 12 JOIN EXISTING CONCRETE CHANNEL PER DETAIL SHOWN ON SHEET - (SEE SECTION C-C) [1.524M] 1 OF 3 SHEETS. 13 CONSTRUCT M.H. PER CITY OF RANCHO CUCAMONGA STANDARD INDEX MAP SECTION D-D DRAWING No.319 SCALE 1"= 100' 14 CONSTRUCT DRAINAGE INLET PER CALTRANS STD. D72 (TYPE OL) m L do H PER PLAN. >_ CITY 2' CLR. 14 0 12" No.7+ DESCRIPTION OF REVISION DATE APPROVED +0> CHANNEL WALL REINFORCING CITY OF RANCHO CUCAMONGA C.J. SEE SECTION D-D SEE PLAN, TOP SLAB 3 75 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, » CLR. .05M R.C.P. I CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A 2 [ ] o w o ,D SEARCH OF THE AVAILABLERECORDS. TO THE BEST OF OUR KNOWLEDGE + R [.05M] - 2 CLR. ° o 2 CL . 4 5 DIAGS. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. �RES TO N [.0Cu 5M] ,K�p EACH FACE [.3M] [.20M] STORM DRAIN TITLE SHEET PROTECTHE T TRHETUTILITY OR IS REQUIRED SHOWN TAND AKE DUE PRECAUTIONARY OTHER ULINES RNOT OFURECO D T [.46M] 5 ® 12 N [.3M] B" BRICK do OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTORS 0 �� I4 ® 18" (TYP. FOR �� 5 ® 12' FOR PIPE 60' MORTAR SEAL FOOTHILL BOULEVARD / N U Z RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES WALLS dt INVERT) do SMALLER-#7 ® 12 FOR CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL �N � .3M [.TWIN] PIPE LARGER THAN 60 �OFESS/ & VINEYARD AVENUE LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, C.J. [ ] 4 CL. INVERT ( o CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. - Underground Service Alert N :, �� CD g #4 0 12 a a APPROVED BY _ u CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB 0 ° r� DATE _ - SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, c� George A. Lentest CITY ENGINEER R.C.E. NO. 24953 r o " I'B eY INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS 3 CLR. .3M � rn i i [ ] Call. TOLL FREE � � No. 45920 , + e + e DESIGN R r REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 4 1 E D VARIES2 2 � ® 2 KEITH II�ERNATIONAL, INC. b 12- 1-0 WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND 3 2 , Exp .12-31-02 CACTUS AVE,AV IT 22690 C C US ESUITE 300 ID 1 -800 HOLD THE OWNER, THE CITY OF RANCHO CUCAMONGA AND THE ENGINEER ` ,q �P MORENO VALLEY, CA 92553 CU HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION �' `�E DRAWN (909) 653-0234 SHEET 111 WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FROM BRICK do MORTAR SEAL 422 4133 _ _ SECTION B H (END WALL) SECTION C C A D.H. 1 3 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY - PREP U TFIE OF: _ OF N.T.S. 4 OF RANCHO CUCAMONGA OR THE ENGINEER. N.T.S. N.T.S. �-> DRAWING N0. +, GE DATE p SD - 17D.C. -D TWO 'WORKING DAYS BEFORE YOU DIG D 70 R.C.E. o. 45920 P. DATE 12/31/2002 � - BENCHMARK: AT THE NW CORNER OF VINEYARD AVE. AND FOOTHILL Q BLVD., BRASS DISK ON TOP CURB ON THE NORTH END . Z OF CURB RETURN. STAMPED SAN BERNARNNO COUNTY , � - 1 O . - SURVEYOR 1970 BM #7-24. . i i . I ; 1 I i # I i Q I ; I 1 �1-014 1 I i i i ; I i ; ; ; , , ; / i I ; I ; +. - - - : : - - ' --' ' - - - - - - - - BM 117-8 - - -1 i - .l .- - 1 I , - I , I I , 1 . . ' , , , , , ; , , , i V=18.82 FPS Ni ! I r . I i t[3 M J t + , t t - 1927 rn i 75 496 . (5.736 MPS) r (2.679 M ) ca : + � i + - _ i -- - - --: -- - - 1 - - _ - i - - - - - - - j 1 i I 1 , I t• i ; ; I 10VEk , 1 i I ! I 1 T I i I j] , i # 1 i I I ! 1 ( . i I ; ' i ! # # i : I ; i I I : i i I I ! ; 1 ; , I i I I I ' 1 4 ' v i ; I i I : 1 , 1 I i iv ND 1 I I 1 I 1 I I i I M , , : { + -. , 4 -+ -, �- -I .� I SEa STOR#k' -- -� , I I j- t - �- - -+ - t c k _ _ �--i- I + . j , i I ' ; ' I I i i i I i i '� i i i i I I , 1 ; I . � ! i g i , i- . , , , 1 , + , I I I ; I I I I 1 i 1 1 i I i I t I 1 I I i i i i i 1 I I �. 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I j I ; { I ; i 1 : ! ; ; ! t i I ! i i ; + it i i I 1 j } 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (2.54CM= cM-122 s2 M + 4 M (4+26.720M (4+57.200M (4+87.680 M (5+ 18. 160 M (5+48.640 M) (5+79. 120 M) ( )(3+04.800 M) (3+35.280 M) (3+65.760 M) (3 96.2 0 ) ) ) ) ) NA - s sus OATS �+ 11 4 . I 5 I {* . MONUM NT SIGN 13tJS v:2 I=­' wwwwr du �� M fir/ I CONSTRUCTION NOTES i - x `�� L . . "�_'_' A m R , o A . . I i - A _, - X- = o ier�r r �r�ebew ww' ;t 7 �•�' x I /// ,, -y - �X; *. u.as MWIlln I \f!/ ��. , IFR I N P 1 REMOVE EXISTING CONCRETE LOCAL DEPRESSION AND CATH IN. � P C BAS I 0 II- II� A. �\ I ­ 1 4. � p't� O _ _ - �`� ' S89'56'35"E 98.71' I �� 1 _ 1 P _. f: ���� 21� JOIN EXISTING STORM DRAIN PIPE PER CALTRANS STANDARDS. _ - _ -- - - - - - - - - - - - - - � - 9 l - � pp0 G �, - - - - 2 �till _ x0 00 G�� [1.295M] , \ ,_ - + - --- - 7-:--- -xr + PROPOSED f�E �, (6 kp0• �a O5 INSTALL 51" R.C.P. (D-PER PLAN) STORM DRAIN PIPE PER CITY OF II - �- - - (� - - - )_- fE) - - ) _ - - - -- - I - _ _ _ __ - {E� ?,p�6k�$'�� �1 RANCHO CUCAMONGA STANDARD DRAWING N0. 341, TYPE II BEDDING. If- - )( (�) REMOVE EXISTING 51* STORM DRAIN PIPE. BACKFILL AND REPAIR I �Q - Do�AW � I . _ Y L$ ASPHALT PAVEMENT. .. I w - J (G) (G) - Q - . ''V _,. r , � , 4,. - - REMOVE EXISTING BRICK AND MORTAR BULKHEAD. U [3+ 5.76M] [3+96.24M1 [4+2E.72>uf z 1 , �'I. 9.1 ' (n 1 +00 - , fir,a . . . 00 17+00 18+00 19+00 - � _, 9 _ 10 CONSTRUCT BRICK AND MORTAR BULKHEAD PER DETAIL SHOWN ON I 1,7 - -- - f, I - - + -- - - - - ---+ ------ -- -- -- -I- - - -1 -+ EX. WAT R /� SHEET 1 OF 3 SHEETS. -- - - - -- - _I----- . . - -_ f _m i\ � . 1 lli!- ST 12+7&6 _ �= 11 CONSTRUCT CONCRETE COLLAR PER DETAIL SHEET 1 OF 3. aq . F HIL�, BL B 3+65.76M C [3+96.24M W 5 _ 4+26.72 _ [4+5W.20M © _ UFIE ♦A" [4+87.68M] - [5+18.16M] N E�)5 5+48.64M 1 12 JOIN EXISTING CONCRETE CHANNEL PER ARMY CORPS OF ENGINEERS I -- 1.9 1.93 RT O STANDARS PLAN AND DETAIL SHOWN ON SHEET 1 OF 3 SHEETS (f3 2.85 M)I� .. _ .� _ s _.. f _ }.. ,r y.ate i s+oo n+oo t o+oo 8 a _ `OI 1V ' �� I_ - 13 CONSTRUCT M.H. PER CALTRANS STANDARDS AND CITY OF RANCHO ,"'` CUCAMONGA STANDARD DRAWING No.319 l i o \ 1�' - : ' - - - c.� `-( 048 -- 1.i - . � 1 L' � I S? �f' J -,, m - _ . _ _ FUTURE CURB ))11 � - - .. R- i { , - CUP 95-25 lBY OTHERS) -_ i f I r t�, . j f o r , X ,� _ ACANT J b � ; -4-� _ 1 _j . ,_ p -�, . /411►) •� �U OO I __ ' -- _ _ - ,' � _ . .- .. I + f / 0 1 � 14 ,: - - r� I . - I _ NO0rn - � � 0 o + + M II i -a K w - � _� - 1 - (o� - 0� to 00) - - - ^1 r j!g it 7�I I - I � 11 " I r �- / _ -..�n_.J _ _ --- - - Ar, - a � � M N ty"M y i OD aS X I + -1 C _ �__ -. 11 _ y _ 7 g .- + Qa +Z - - I 1 ' 0, � - % (n V) `"o r. I r:_._. C No. DESCRIPTION OF REVISION DATE cITY 1. _ - � �' 1, I' - - - - ll• N�_ (� APPROVED I , „- - --- - - - i N 2 t= ; � i 3+04.800 M) 1 I y,` - - - L N "� +# . _ r - -' CITY OF RANCHO CUCAMONGA A 10+00.00 BEGIN CONSTRUCTION= I -- i - tea, ¢" - Y R/W C o STA 831+33.70 CHANNEL r 13 0 253+39.152 M � I - / C 12 JOIN EXISTING CHANNEL PER ARMY I t I STORM DRAIN PLAN & PROFILE N CORPS ENGINEER STANDARDS SIDE DRAIN NOTE: � AND DETAILS SHOWN ON SHEET 1 OF 3 FOO I B 0 ULEV R SHEETS CONTRACTOR TO REPLACE ALL DISTURBED SPRINKLERS, ASPHALT "I 2 PAVEMENT, LANDSCAPING, ETC. WITHEN FLOOD CONTROL DIST. 3+O4. +6 .344 M Z RIGHT-OF-WAY Ess/pISTA. iO + 00 . 00 TO STA. 8 +44# 9 - Underground Service Alert CURVE/LINE DATA TABLE �� , - STORM DRAIN LINE SHOULD BE SHIFTED TO THE NORTHERLY SIDE OF APPROVED BY / ' DATE `_ C. O DELTA/BEARING RADIUS LENGTH TANGENT FOOTHILL BLVD. IF CUP 95-25 SHOULD DEVELOP AND FRONTAGE IMPROVEMENT. � CITY ENGINEER R.C.E. N0. 24953 0 G Call: TOIL FREE 0 N34'17'03"E ---- 164.12' - --- BE CONSTRUCTED FIRST. cw George A. Lenfeatey 50.024M No. t a', KEITH INTERNATIONAL, INC. B 55'44'49' 22.50' 21.89' 11.90 - DESIGN RE N U m 32' OF PAVEMENT ON THE SOUTH SIDE OF THE MEDIAN UNLESS IMPROVEMENTS ARE Ezp.12-31-98 � J.W. 22690 CACTUS AVE, SUITE 300 `D 1 -BOO -- (6.5705M) (3.630M) CONSTRUCTED WiTH THE DEVELOPMENT OF CUP 95-25 LOCATED AT THE SOUTH WEST CORNER `s�q�, \� �P MORE( 0 653 0234 2553 CD �® 422-4133 C N89'58'o8"w -- --- �. CAL DRAWN SHEET � 111 (59.45M) D.H PREP N oF: 2 OF 3 _ F` Le N89'58'08MW ---- 463.95' ---- CHECKED - DRAWING N0. +' TWO WORKING DAYS BEFORE YOU DIG (14i.41M) (M) DENOTES METRIC MEASUREMENT IN METERS UNLESS OTHERWISE SHOWN SD - 18 D.C. / 70/ - D � GE GE STEP TE R.C.E. No. 45920 EXP. DATE 12,L31/1M 0- -4f-�_!_=l I v of Z I v"W sw BENCHMARK: m•> > AT THE NW CORNER OF VINEYARD AVE. AND FOOTHILL °° 0 5 BLVD., BRASS DISK ON TOP CURB ON THE NORTH END m N a BERNARDINO COUNTY . . SURVEYOR 970 BM . t � - , 1 - - 1 -24 1 ; i ; i , i i I 1 fad I 1 i • I I i ; I 1 ! i 1 i -.- t i _ i : I + ++ , II t , _, �: +. .+. i +. y _t. -- ..,. -' -- --+ - - -, , i , i ' I- -' -- - - -If - - -t - �- - - --_ -+- - 1. 1 - -, _.+ , ., �_ + -- - - - _- - - - - - __ - __ _ I 00 a� t ; t ! a ; � • l i ! t I i t 1 t I -r t I �r I j EI EY. 1231.927 BM X17-8 I 1 + t , , � ; I , ; t .�. , ; t t i 1 I i ! ! f ; i i i j i i , i i 1 W , I , 7 , 1 I , t _.i 1 i ! I ; � I i ' j 1 j I , , - i 1 I -1 ; , 1 1 t ; 1 1 t t , + 1 t t I , Z , + t + I t t t T + I ; t � ; , ; i f ; a 1 I ' I ; 1 I •� �; ' i I i r ' I i - -N 1 I , I I I I , V I I i i i I i I i 1 ' ; i ! , , 1C ; I ! ! I ; r 1 j ' , , , , I 1 , I 1 1 ; i I 1 , 1 1 ; ( I ; I ' ' , , T W 1 1 I I 1 1 i i I , J t t T 1 t � t I + ? � �� t t t ; t t 1 � t i } I- = + _�- + rt +_ _ - � 4 � -� +- -+- � -r +- -- ;- - f �- + - - - - - - -; + �--� � +,- -� - - �-- - - __}__.. _ . I 1 I V Vi� I ? 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I.r t ' o ' 2'3 .59 TC a 37 'a co tij 1 Cq ` \ G\`tix1� Oh �� ti-1 \ )O� l -, o .92 L s (1.295M) \� r; ,* F, ` h F 0 75.4 tri) 1232. GO " EXISTING 51' % + o- 7 \ , ,` �, 1 1.8 FL 1 ? + �� �' �� �0 STORM DRAIN O. \� 11 00 r � o (37547 ) •a ` \�` 1 \ \ - \ . ' /' (373. 1 M) 5. I _ a \ , LL 1231 m I fl �5� 2 1 --- - � p 1 p D \-- - � S R/W `- 0.83 L D 1 0. O \ G (375.46 M) � �. n t 5 �V\ R/W u . � -f' C \ LINE A-4 - �-id�b�5�� � �� \ 6 SNE "A-3" �- " 11 - .\ I \ 0'�h` !C, �' POSED • - �\ __ _ � \ b° `5 MN ;. 42" R.C. / (1.0668M) a = -- _ \I t> D - 1.0668M EXISTING 42 o \ 11 �`. =�' - c a A ( TO DRAIN V \ \ I 11 LINE A-2 'f a L • - - -� - � , . � , _ -I N I . 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D72 (TYPE OL) IL PER CALTRANS STANARDS. AND CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 307, CASE E . L do H PER PLANS FOOTHILL B C__ 22 JOIN EXISTING STORM DRAIN PIPE PER CALTRANS STANDARDS (1 .295M) (0.6096M 8 REMOVE EXISTING 51' STORRM DRAIN PIPE. BACKFILL AND REPAIR 01 O3 INSTALL 24• R.C.P. (1500-D) STORM DRAIN PIPE PER CITY OF ASPHALT PAVEMENT. Q'�E��4 LATERAL LINES Underground Service Alert RANCHO CUCAMONGA STANDARD DRAWING NO. 341, TYPE II BEDDING. / / (1 .0668M) ( REMOVE EXISTING BRICK AND MORTAR BULKHEAD. �°i1 � APPROVED BY %� DATE ,P' _l - ITYENGINEER _/t��O46� (•C R - INSTALL 42 R.C.P. 1000 D STORM DRAIN PIPE PER CALTRANS C C.E. N0. 24953 4 c� e A. Lent O eat" - 10 CONSTRUCT BRICK AND MORTAR BULKHEAD PER DETAIL SHOWN ON - AN AR AN CITY F RANCHO ON STANDARD STANDARDS DS D C 0 C 0 CUCAM GAS D `� t � Call. TOLL FREE No. 45920 a SHEET 1 OF 3 SHEETS. DESIGNREC DRAWING N0. 341, TYPE II BEDDING. � * KEITH INTERNATIONAL, INC. Exp .1 W.IN DATA T M. .S. ABLE Yl.?95M) LED 22690 CACTUS AVE SUITE 300 1 - 800 O INSTALL R.C.P. (1000-D) STORM DRAIN PIPE PER CITY OF 1 1 CONSTRUCT CONCRETE COLLAR PER DETAIL SHEET 1 OF 3. MORENO VALLEY, CA 92553 N0. BEARING DISTANCE '9 DRAWN SHEET Z_��_ -C� RANCHO CUCAMONGA STANDARD DRAWING NO. 341, TYPE II BEDDING. 12 JOIN EXISTING CONCRETE CHANNEL PER DETAIL SHOWN ON SHEET q� CM& (909) 653-0234 422- 4133 A N59 47 43"W 27.69 8.44M ( ) M.W.S.O M. 3 3 H IN PER CITY F RANCHO N 1 OF 3 SHEETS. PREPAREi suPERvr�oN OF:/1 OF © CONSTRUCT CONCRETE CRTC BAS E C 0 C 0 CUCAMO GA (M) DENOTES METRIC MEASUREMENT IN METERS B N41'58'15"W 35.16' (10.72M) STANDARD DRAWING NO. 300. CHECKEDDRAW►NG NO. UNLESS OTHERWISE SHOWN C N44'49 47"W 31.74 (9.76M) GEORGE f DATE TWO WORKING DAYS BEFORE YOU DIG SD - 19 �•C• R.C.E. No. 45920 EXP. DATE t2 31/11998 170/- D _-I��•�T I 1 o{-ZI