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HomeMy WebLinkAbout1694-D VICINI-rY MAP 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, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. LV I 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS VA ES FRE BASELINE ROAD HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJAC AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. z Uj RK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL Uj Z) 3. ANY CONTRACTOR PERFORMING WO z BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM PROJECT SITE Ld HIS OPERATIONS, WEATHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. > SEE SHEET INDEX MAP 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING MILLER AVENUE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY C11Y OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. I\LT.S. 5. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-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 PLACEMENT OF BASE MATERIALS AND OR SURFACING. Uj Uj Uj 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, DEPARTMENT OF TRANSPORTATION 0 W (CALTRANS) "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE W Uj slow a 1 --7-7 ZONES" (S.A.F.T.), CURRENT EDITION. T SHORING DRAWINGS 7. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMI FOOTHILL (RT 66) BOULEVARD TO THE CITY ENGINEER FOR APPROVAL IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF �1�65 ALIFORNIA _1�0�FR A 77C H 7OC 7UC A M�ON G�AB�EN C�HM A=�KN�O -------- k INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A C REGISTERED CIVIL ENGINEER. DESCRIPTION: CHISLED "ED ON TOP OF CURB, FRONT < EAST SIDE OF S BASED ON THE ASSUMPTION THE PIPE WILL BE z OF FIRE HYDRANT, ETIWANDA AVE., 0.25 8. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS I NEXT TO P.P.#T27858 MILES NORTH OF FOOTHILL BLVD., jr lit ITY OF RANCHO CUCAMONGA STD. H i INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON C y� I DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE I CONDUIT PLUS 20 INCHES THE ELEVATION: 1224.855 L BE' PROVIDED. THE PROPOSED BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHAL I ROUTE MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. ARROW 9. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. No. 120 AND SHALL BE ....... VERIFIED BY COMP a-1 i ACTION TESTS TO THE SATISFACTION OF THE ENGINEER. 10. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS ARE 4 "a, A ------ SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTRE M END OF THE CATCH IN ALL BASIN UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE t-4- CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER TO MEET FELD CONDTONS H i� All, OF QUANVTE�> FTHE DEVELOPER, 11. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 0 THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING LAN FOR "W- lilt A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 10 EA. OFWORK. CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE P �%k I j OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS X, AND "V". CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "A". S.F. FROM RESPONSIBILITY FOR THE CORRECTION OF 12. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER 1J, it I 1 4 1 1 ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS 708 S.F. J61 NO. 307, CASE CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4 CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAM ONGA STD. DWG. NO. 307, CASE "B" 74 S.F. 13. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT - DELETE 5' GUTTER TRANSITION AT CURB RETURN SIDE OF DEPRESSION. CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. MODIFIED _k_ 3 EA. A, 14. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORK NG DAYS CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 6 Ae- 3 EA. PRIOR TO CONSTRUCTION. >-- CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331. 4 EA. 5Hrrf 2 OF-� 15. WHERE MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 333. 2 EA. - 5HMT 6 OF 6 FOP, �M-M WOFU�5 4 EA. - UNDERGROUND SERVICE ALERT- 10 CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. DWG. 1 EA. S.P� 176. (SEE DETAIL HERE-ON) rp-,,0j�cr INP�X MAP Call-Joll FREE . DWG. no CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD 1 EA. ftlf0vf. 1-800 S.P. 176A. (SEE DETAIL HERE-ON) 422-4133 19 CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD, DWG. No. 341, TYPE 11, AND TRENCH BACKFILL 2900 L.F. PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 120. 931.12 L.F. TWO WORKING DAYS BEFORE YOU DIG INSTALL 72" R.C.P. STORM DRAIN, 1450-D. "CAUTION' Remember that the USA Center laf,4,�#f L.F. notifies only those utilities belonging to the center; there could be other utilities 33 INSTALL 54" R.C.P. STORM DRAIN, 1600-D. present at the work site. The center will inform you of whom they will notify. 0- 67.41 L.F. 36 INSTALL 42" R.C.P. STORM DRAIN, 1600-D. 55747 L.AS.11 LJF 1 38 INSTALL 36" R.C.P. STORM DRAIN, 1500-D. 30.63 L.F. PIPE PIPE 3 INSTALL 30" R.C.P. STORM DRAIN, 1500-D. 40.00 L.F. 40 INSTALL 24" R.C.P. STORM DRAIN, 1500-D. NOTI '� TO C0NTF-,,ACT0P., 1, 7,15Z, L.F. MONO -Precast concrete end 42 INSTALL 18" R.C.P. STORM DRAIN, 2500-D. block to be placed flush THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIL11Y PIPES OR STRUCTURES SHOWN ON THIS PLAN with end of pipe as ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO directed by engineer. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE -Brick laid lengthwise PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. and mortared 2" c1r. TIMATE OF THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM QUANTITIES NOTED ON THIS PLAN ARE PROVIDED BY THE ENGINEER SOLELY AS AN ES THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-BY NOTIFIED TO PROVIDE AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR -0 A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING Ecr_- o a I I G I I I UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EX ST N UT L T ES, _t- cement grout- Finside edge of R.C.P. groove WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, capping at end of pipe or end of pipe (if broken) INCWDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S 4" dia. steel- PLAN --- ATTENTION PRIOR TO THE START OF THE CONTRACTOWS WORK, THE ENGINEER WILL NOT BE RESPONSIBLE pipe (total 2) "b" SECTION FOR ANY CHANCES, REVISIONS OR MODIFICATIONS. add #6 bars x 00 00 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS (total 2) r nz "Dlt SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE 7 STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". Cement grout capping CD CD THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS -1-1 E COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF A LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY 3" c1r. 4--1- 1 C� I ­_. 1, ORDERS". (typ.) 0 -77+ CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 0 ALL CD SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF T\ J I Brick and mortar CM PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO closure NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF "afl bars_z,-4--�-�--4----4-4 THE OWNER OR ENGINEER. ELEVATION CM ELEVATION PIPE CLOSURE "B" :3: TYP E PIPE CLOSURE TYPE "A (Brick and Mortar) (Precast Concrete End Block) .1D SM MONAMNO COUNW SAN WANMOINO COUNW Lo NOTES: FMD COMMM IDSTRICT FLOOD CMROL DOMICT 1. "a" = #4 bars @ 12" o.c. onless otherwise - NOTES: BY DATE '1;611,1� BY DATE han 36" REVISIONS noted on plans. RVISIONS 1. Type "B" closure for "D" not larger t 5-9-63 P1,14bTes ftlevoo or- vogm 2. "b" = 12" unless otherwise noted on plans �LD�DIMS�. � 2-14-8 unless approved or specified by the engineer. cc CD t)fCojCjjJAT1�V AS 10ACT04 3. "t" 6" unless otherwise noted on plans ME NO. 2. see specifications for additional information. nLE NO. S.P. 176A c,n RAM. (kiAST92 PLAIJ 5160M PIZA"4) LLI CD Cn 4-1) _U DERBISH, CITY OF RANC 0 CUCAMONGA woo GUERRA & 10 RECOMMENDED E. 24953 APPROVED BY 'k A SOCIATES GINEE�,o ATEI=tj S CITY EN N", W CIVIL ENGINEERS SUBSECT SHEET 0 4 A r,t i-<:, I t� L2 � 111m 29224 X) A AVENUE SUITE 150 FOOTHILL MEADOWS N 8331 UTIC Z--\ OF RANCHO CUCA. CA. 91730 CT SHEET (909) 987-4306 VV I AP17 4.P. 21,, C I vi,\11 'MA C0X 04&f-- V-VW%Z%* TRACT 15711 -2 CD 12 OF LL� BY DATE BY DATE STORM DRAIN IMPROVEMENT PLANS DRAWING NO. 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I , t- ; J " , , i i , - $ { ., , i , $ , J � , $ ♦ _ } : I , ; _ J + 1 { j , , { -/ ; J 7 _ i � 1 V _ , � t i 1 1 ! 111{ 1 • , $ t ± , -- + + _ $ + � , , , ; # -t t ' $ -� � - ( , , 1 }. + , ; , j 1 _. -� # - - - $ 1 J - ; V ; J r 'r i d' i iO i , , 1 I $ • , , I , , • + 1 + { t 1 1 i + I I , r I a 1 I 1• I : , ( 1 + I + 1 f - - - - i , + t 1 1 1 1 1 1 { + { f 1 1 i ` + , } } -� ,- i _{ } 1 ,. -+ � ♦ -� + f- _ � _. . _Y >•.- y.. _ -} ♦- i + 1 i _� � - -.1 _. _ _ -. � 1 $ $ \ l i , i t 1{ 1 + I t 1 , i.. , , + { I , 1 r , , • 1 i i ! 1 ! ID t a 1 $ I $ , { , . - " + + - , 1 • ,. - , - - } I .; j , + f } $ y . - J - 1 + i i PSD - - ♦ j - 1 i + , O i ; YID IILF, SCALES: • a , H IZ 1 40 I t 1 1 $ i 2�(0 00 5d- ( ! _ �reo t1s � � j{ 71 O� Qioo PS/.i6 cfs i ! � 1 VERT.. 1 4 44 43 42 41 40 39 36 I _ STREET CUZ/E. DATA CONSTRUCTION NOTES �1 O--CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE ' Irt // SEE PLAN FOR W AND "V". SEE ` SIXET bF (O Q y /�yA �s SQL T s 58 ' o--CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. Ai L * 117.09 DWG. NO. 307, CASE 1 K Cl I �-CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. INSTALL 72" R.C.P. STORM DRAIN, 1430-D. LL W �o 33 INSTALL 34" R.C.P. STORM DRAIN, 1600-D. � /B i♦ 1 I 1 ie' � � V � 0� Ilb' ►8' IZ' z '!— � I� �1 65 63 �1,' � 62 61 h 0 W I I I 1 64 tV �--INSTALL 18" R.C.P. STORM DRAIN, 2300-D. I I ] O '� CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341, \ Of5•33 F.UD P/P� TYPEII, AND TRENCH BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. f I f L- 2 i �� srA � STD.P�l9 D.P.4//t/ U.P�/ED•4T.4 M4Tc� LI+JE,SAF SNEET�}OFl�. � - - - L0F-FAL 'Q-5' F� .Q- x'02' cO Q 90 0009 s / T �SS3' Apr � o / i -—---� --- --�ua7'5?'41"E• � N iPs 390.Gt7' t IJ.1"05&�04"E. ' 32 .. T= sd.3B' Qv 1�1 T�AGT SoUI�JD4a;Y � w • GARC ISA D.P/!/E N � Q y " -,5 � O s + + � � X Al 1,1 N SII '.�t� `° •:- .. IL µ, a CIV%\- DERBISH, 0 CITY of RANCHO CUCAMOI?(;--A GUERRA &cn ✓�� ASSOCIATES APPROVED BY: - � - ATE RECOMM Y: ui n - - QCITY ENGINEER R.C.E. NO. 24953 u pY CIVIL ENGINEERS PQJ CT BEIY� IIMA 1t,Ais,—„ , Q SUBSE ON SHEET i Cli7 ;F KAti�:Fv , AMUIv�A, tstNCFiMARK ti0. 65: ?L�(,iU ( i , i 1 i; FOOTHILL MEADOWS Ln v DESCRIPTION: CHISLED " ❑" ON TOP OF CURB, FRONT (9091 987 a30G OF �p C-) OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 0 _ TRACT 15711-2 PROJECT SHEET MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B a 0 20 40 BY DATE BY DATE n » CD ELEVATION: 1224.855 0 DESCRIPTION OF REVISION LINE A DRAWING NO. QSCALE 1"=40' DAAr1j F Ct F.RR-I RA; 2922 LAP 03 EDESIGER APPROVED STORM DRAIN PLAN AND PROFILE 11.94-D U /r , 1 ; i i ; ; I I I # « # � t r « t 1 fAl 1 i 1 I 1 t t I r « t r 1 i + 1 t ; t r r ; i 1 t r i41 f 1 r a j 41 $ t I - f r 1 1 ; r t i : 1 # 1 t - i I ,T_ �_. L 104 •E !1 -- ._ ._ _ y ' 1 : i i r t s i i 1 J ; r 1 I t t t f J t ! t {{ i 1 1 r k r - s - F ; i I i _{ l t 'A .i- ; « « « r { « 1 I I : , , : t ? { 1 r r t - { ! a , —�- } } , I ; } , k _ S : r '41 4 : , VV y i tF I � :r•:: /2 1{ it —LLk 4 b. : i } t a { i i �f11 V �1 ; 1 1 1 i i I 1 I I A ; t t 1 1 : ; { , 1 t 1 k I I r $ , # t ► jyy _ } r I • « 1 ' i r I s I = 1 $ t 1 r r } I. { 1 ; (� t ! } : 1 ' { « r t tl « ! ! r , tt r Q� : • , 1 : ! ; J { + } , ; r I I { t r t r $ PROFILE SCALES: + �•:P�fi Db cg's ; Q { { 7 { HORIZ.. 1 40 , VERT.. 1 4 + 43 44 45 46 47 48 49 50 51 52 CONSTRUCTION NOTES SPECIAL NOTE: -- - — - (�—CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PLAN FOR A CURB FA3E THROUGH LOCAL DEPRESSION VARIES "W" AND "V". �y 10" TO 14" AND SHALL MATCH PROPOSED COBBLE CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, W C� CURB ADJACENT TO CATCH BASIN. SEE SHEET 8 Z CAE 'A". OF 10, TRACT 15711-2 STREET PLANS. \ � ETIWANDA AVENUE �CONSTRUCT MANHOLE No. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 3Z1. W f0 CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 329. ' A^ CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT v 1 _- ------------ -- --- J I STD. DWG.S.P. 176A. S� DETAIL ,SWT. 1 OF 6, °RT 19 CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341, TYPE ff,AND O O D / �- -�� D o x j ' TRENCH BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 120. + el� qy _ --� ��� —1 n o � % �-INSTALL 'S4" R.C.P. STORM DRAIN - 1600-D. IZ - — '-�- Q Sa y 38 INSTALL 36" R.C.P. STORM DRAIN, 1500-D. v .,_ AC I �- y (Z CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT co STD. DWG. S.P. 176A (SEE DETAIL, SHEET I OF 6). 19 10 40 /9 SEE SAT to OF 4 ti Pe&ros60 18"WAT>l=If�1� INSTALL 24" R.C.P. STORM DRAIN, 1500-D. Alm lf- 19 1\0 — �., �L — _ CI w „ --- --- ----- - -- ----- -- - - __ -- J Ara,' 1.4 d t7 w 1 w io EX/ST 3i1d,4TE.P Tb BE.4B,q�v�.�/ f' _ �9 * �E.P CCldO OsuG. TC• /5'7/j-Z IUATEe PCAcJs ul GARCIA DSP `' `= -$ � � W vee c� v 0y�`, 0 0 Q qbh 0 " h r\ .► 3 2 � Z , DERBISH, 0 CITY OF RANCHO CUCAMONGA n GUERRA & -- ---- - -- APPROVED BY - ` R.C.E. NO. 24953 RECOM , LLJ ASSOCIATES CITY ENGINEE T CI1'll. F,NCI NFF.RS ------ - SUBSECTI SHEET PROJECT BENCHMARK: y'�-. .: •,�,� TRACT 15711 - 2 - CIZY OF kAN(J,(2 Cv::AK40N: A BENCHMARK NO. 165: /909) 98i 1:300; OF 40 s DESCRIPTION: CHISLED " 0" ON TOP OF CURB, FRONT LINE 1) A" PROJECT SHEET OF FIRE HYDRANT. EAST SIDE OF ETIWANDA AVE., 0.25 C1 0 20 40 MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T27858 BY / DATE BY / DATE scALE "=40' DESCRIPTION OF REVISION ETIWANDA AVE. STORM DRAIN DRAWING NO. Q' ELEVATION: 1224.855 DANIF, F. 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NO. 307, CASE "S" MOD4FtED DELETE 5' GUTTER TRANSITION AT CURB RETURN SIDE OF DEPRESSION. & 34 37 94 35 38 39 FMK CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 31% w7, A Ks,wjzs 7 STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331. 070_ Wei "'i4 16 PIPE COLLAR PER CITY OF RANCHO CUCAMONGA TD. DWG s NO. 329 ull, 1, TYPE 1r, AND TRENCH CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 34 R to, 1 19 SACKFILL PER CITY OF RANC140 CUCAMONGA STD DWG. NO. 1,20. ........... I-It INSTALL 42" R.C.P. STORM DRAIN, 1,600-D. vjs n" INSTALL 36" R.C.P. STORM DRAIN, 1500-D. INSTALL. IV R.C.P. STORWDRA 800-0. AT 4z 0- CONSTRUCT PIPE CLOSURE TYPE "B" PER SAN-SERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. ........ D,WG. S.P. 176A� SEE PETAIL SWT I OF ................ 7j H 8 /44. LAMM "'14V 440 411A0- _,4? .5,?W' Ar SEE SHEET 6 0��ae. 0 24 25 a 27 is�li'lk,� 26 34 30 29 32 lk rm ftrl Ji" wl Ik" 4 pel e W x. 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I" is 20, 1 : __ - t I [ 1- I -1 __ - ___ __ .. . __ � - __ I - .. -1 __ -1 __� I . - __1 -1 - - I - I .I . , � --i t r _ - - __ cr .. mq"* DERBISH, x llfflf�fl�oi"1161_ A CITY OF RANCHO CUCAMONGA 0�/,,, I I '., . , ,,, , - I ti '�/,, - ------- ____ - - � COUSITKUTIOU MOTES i �t, � r Ln -,.- _.. ____--.----__ , - _- ,- ____ ---- - - -___ - I _____ -__, __-__- I --� I . 1p Coml __ - . I%k - I A - D RE . U-) ,� - I APPROVED By: AT ui . CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. ,����>,r\ i- a I It ASSOCIATES t77f 777!5�d - x &_ , - \ CD ,�,,,-�.� -N, P,-t m CONSTRUCT PIPE CLOSURE TYPE 'S' PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT , . ,� 10 1�1 CIVIL ENCINEERS A CITY ENGINE ( -R.C.E. NO. 24953 ����� � ,�D_ 11 ", c� );O 'M,' 1� STD. DVVG. S.P. 176A ( SEE DETAIL. SHEET I OF 6 1. ..., - ' ' � SUBSECfQff-`SHEET - N - I , � �,� -". 1ju FOOTHILL MEADOWS n FKONECr IMW4 MAZK : .. ,.x No. 29224 m� 8��l , ,,� I 1� � zn� __ 11, . 4 § R,.,,c]16 CUCA", 'C�. 91730 I 11 �e 'PF_'5Cj!�?TI,DKj 1- (C_lT--,(6F RAKICAD CU6AMOM64A 13-M. W 1495) . 6 OF C-) - �� (909) 987-4306 - (O U-i . ) C W ISLEP "o' w up OF,cuM, FgaLtT OF FlIZE I-- cl A ,0, PROJECT SHEET CD 41/ cr __ It , TRACT 15711�2 a- 14YPIZAWT I CAST SIDE OF ETi"4= AVE.I dZ6 MILES .., ,,fff flo 9Y / DAK rf / DATE . CD I x MOM OF Fwrwlu BLVD. Qe)(T T6 PP #TZ7850, �k 4t��47 '111411 A DESCRIPTION OF REVISION LATERAL PROFILES C-) "A",",",",",", I . . . s I DRAWING NO. - � - I - - - - I . . I . - - - - ­ _ _ � � � - � � I I __ ____, � , , , , , � , I - I . ��, , - , X11, %,. . k I - Z_ k, I 11 t I Nt"',�, IK - + I � f k �� I IV, - I,- I - I I j il�_, ,4. 't C - 4, j :v_ .. .I -� 1-1 It I � I �, I, . - I I I I ;_ i I I I I � �i,I I.1 - I- ; I : L.n. ; ii ,�` - I , o,,FI,IV;�? I * , I �L �%i . , . ;�, I : _04'eVI, . , v - .. - I I - - -� 0 1 t4-, I 1. I f .1 f- I � i I I -Z DANIEL t. CUERR'A RX-1, 10224 Ei,�3,'31,1`03 DESIGN CITY __ ELEvA,naM - IZZ4.855 �A -; . -_ ENGINEER APPROVED *94-0 6 � - - - I I - - I -14* � I . I � I ,_ I . .