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HomeMy WebLinkAbout2005 GENERAL NOTES FOR STREET IMPROVEMENTS 1u WW 1 . All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard 5pecifkattons for Public Works Construction - current edition, including its annual Supplements of amendments. Contractor shall Q be familiar with and shall be responsrbte for adherence to these Standards and Specifications. 4 CONSTRUOTION NOTES 2. Allelines or substructures of kind, tel or power les,water meters,valves,fire &ants, etc. shown or not M"pon these plans within the right--of-•way limit in adjacent areas where Improvement work is to be done shall be the DESCRIPTION QUANTITIES removed,replaced,relocated or protected in place as required at no cost to the City of Rancho Cucamonga. ,, CONSTRUCT 1} A.G. OVER t}„ 4596 G.A.B. TO MATCH EXISTING 3.Any contractor performing work on this project shall familiarize himself with the site and shall be sole,4 responsible for any PER DIRECTION OF CITY ENGINEER. 6805 SF damage to existing facilittes resAN directly or indirectly from his operations, whether or not such facilities are shown on these © GRIND MINIMUM 0.13 FOOT OF A.G.AND OVERLAY FIA DIRECTION OF THE CITY INSMTOR 2380 sr- plans. Fplans. ® CONSTRUCT 8" CONCRETE CURB AND GUTTER I 4.A permit shall be obtained from the Cityy 0 Rancho Cucamonga Public Works, EngincerN Department prior to any PER CITY STD. DRAWING NO. t04. 521 LF encroachment or constructlon within any Ci£y of Rancho Cucamonga easement or rt t-of-way. �3 CONST. 4" THICK x 4' SNIDE GONG. SIDEWALK TO MATCH WITH THE EXISTING, PER CITY STD. NO. 103 2014 SF SITE I 5. All Tad* stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points,edge of ® CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. pavement points within 0.01 foot of sub-Tad* elevation and at not more than 30 foot intervals. Additional paving stakes may DRAWING NO. 101 (TYPE "G", Wa35' ) 1,220 SF I5 be required by tarty Engineer as needed of warped or vertical curve areas. 5 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 10"1-B 4 EA EASE LINE AYE 6. All sewer, water, electric,gas,phone or other vtility laterals,mains,or crossings shall be constructed prior to paving. b STRUCTURE TO BE RELOCATED 2 EA FOOTHILL BLVD. 1. Compaction tests of embankment construction, trench backFlll,compacting or anal ground and all sub-grades shall be 10 M.H. TO BE ADJUSTED I EA b6 performed at no cost to the tarty of Rancho A written report with then* compaction tests shall be* submitted to 8 INSTALL STREET LIGHT PER CITY STANDARDS 3 EA the tarty Engineer for approval prior to the pN���of base matertais and/or surfacing. O 4TH STREET 90 6. At the completion of paving,a materials report shall be Submitted to the 61ty Engineer^. Listing all tests or determinotlons INSTALL R-26 (NOT PARKING) SiGN ON 5T. LIGHT OR POST A5 PLANS 4 EA completed to verify stability oil content and gradation of asphalt paving. STREET ME-3 TO BE INSTALLED PER NOTES AND LEGEND ON SHEET 1 11 EA 9. Prior to installation of any paving,a materials report shall be submitted to the Clty Engineer. Listing all tests or ii TRAFFiG PAVEMENT STRIPING ON AMETHYST AVE. AND ROBERD3 ST. 510 CO) determinations completed to vertu: R-Value,slave analysis and sand equivalent of aggregate base. I2 CON5TF&T A FLOW DISIPAT10N(5569 PAD 5Tt2 Z M:;=HV 3/4'CRUSHED ROCK 25 SF 10. Paving shall be performed in accordance with R-Value and Pavement tests taken to determine structural sections. II. Hhen improvements are to be placed on native soil which consists of a rocky material,the svbgrade shall be prepared by I I N I T''( M A P removing all rocks whichprotrude above the sub-Sade and all voids or depressions shall be filed with a fine Bade material of a quality better than the native material. NOT TO SCALE 12. Ifth* asphalt concrete is to be placed on su"ad&,a soils sterilont registered by the EP.A. for use under A.G. and P.G.G. shall be uniformly applied of the manufacturer's recommended rate for the full pavement width prior to paving. 13. Estimate of quantities Is provided by the Engineer one for the convenience of the developer,the contractor shall make his own aletermination of construction quantities before submilting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities Shall be aonsldered as included in the other items of work. 14. Street 5" per City of Rancho Cucamonga Standard Member 401 shall be constructed at each intersection. 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered during constrvctlon. Upon request the regained plan revisions shall be promptly submitted to the City Engineer for approval. R W R/ 16. Work site and exterior streets Shall be in a neat,clean,hazard free,orderly state, throughout construction. Site shall be R W R W cleaned upon recp6st of the inspector. 1 60 IT Contact all RIlity Companies as required, 40 hours prior to excavation. 30 30' Provided for your convenience are the following: 12' - 12' 22' 22' -�---- !!' 1 I r- t�' -.--I EX15T.A.G.PAVEI�Nt �,rj' A. San Gabriel Valley Munktpal Heater District (818) 969-1911 Mr•. Bob Stallings -1?� , , EMT CURB 4 ouTTER � ) : .._ EX45T GUt� � GUTTER - for sage Line Road Construction ��,,__ 4am- 1.5 �lARIEg v-�1_5 �.5- 1�, '- _?� 017 ' - 6.5' 12' vAR+Eg ygRrEs 4'_ EXIST.A.G.PAVEMENt --�-�` _ ��- r� ""-----� 2� B. General Telephone i-800-483-3000 =�- ^ �" ­05 G. Southern California Gas Company 1400-421-2200 Res. E51ODiA.K EAST 51DEHi7V - 216 PROPOSED 51 --- i ! , N. Mvlid Avenue 1-600-427-2000 Comm. TO BE MODIFIED PER PROJECT ExlST.5iDF3^IAlJC Ontario,GA 41'162 PR�OP05ED CURB 4 GUTTER PROP05ED CURB 4 GUTTER D. Cvc vale Water District (9o�U 1181-2511 ROBERDS STREET rv, MODIFIED 9641 San Bernardino Road PER PROJECT Rancho Cvcamonga,CA 91130 TYPICAL SECTION AMETHYST AVENUE E. Metropolitan Water Dlstrkt (909) 593-1414 NOT TO SCALE TYPICAL SECTION 100 R Moreno Avenue NOT TO SCALE La Verne,GA 9111 F. Adelphia (800) 626-6299 0. Charter GommVnlcotions (1109) 9814215 6680 View Park Court Riverside;California 12303 H. Verizon (800) 483-3000 1. Electricity (800) 655-4555 So. California Edison Company LEGEND PRIVATE ENOI NEER'S NOTES TO CONTRACTOR TIM Redwood Avenue Fontana,C4 ,42356 PROPERTY LINE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR CENTER LINE STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE J. Fire (g0� 417-2170 Rancho Cucamonga fire Protection To TOP OF WRg RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES (I) IO300 Givk Center Drive FL FLOW LINE ELEVATION EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE Rancho Cucamonga,GA 11730 TF TOP OF FOUNDATION PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. K Gr Hall (104) 417-2710THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY FG FINISH GRADING 10500 Civic Center Drive (I) PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. Rancho Cucamonga,GA 91730 F5 FINISHED SURFACE Eiullding (1104) 471-2110 TW TOP OF WALL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR Planning (101) 471-2150 JOB SITE CONIDITiONS DURINO THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, ( 471-2140 WY WATER VALVE INGLUDINO SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL FH FIRE HYDRANT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKINO HOURS; AND THAT THE DESCRIPTION OF REVISION: DATE: CITY GENERAL NOTES FOR STREET TREES R.O.W. RiGHT OF WAY CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND THE APPROVED: ENGINEER HARMLESS FRCM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION A.G. PAVEMENT WITH THE PERI*ORMANCE- O� WORK ON THIS PROJECT, EXGEPTINO FOR LIABILITY CITY1. ALL STREEt TREES ARE t0 BE PLANTED IN ACCORDANCE RUTH THE CITY STANDARD PLANS. ARiSING FROM THE SOLE NEOLiGENGE OF THE OWNER OR THE ENOINEER. OF R CUCAMONGA 2. PRIOR TO THE GOMMENGE:MENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES 4--­0 PROPOSED STREET LIGHT OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL AMENDMENTS, AS DETERMINED STREET IMPROVEMENT PLAN-TITLE SHEET BY THE CITY INSPECTOR. PROPOSED TREE 3. ALL STREET TREES ARI! SUBJECT TO INSPECTION AND ACCEPTANCE BY THE a FOR: DRGGUPQ8=08/I�OWZUU��OI't22 ENGINEERINO DIVISION. ROBERM STREET: STA. 0+10 TO 4+00, 4. STREET TREES ARE TO BI3 PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. AMETHYST AVE.: STA. 14+33 TO I6+50 Q�Qf ESS/pAPPROVED 8Y: - DATE:Z) /2.��_'I'-- STREET NAME BOTANICAL NAME COMMON NAME MIN' GROW SPACING SIZE c�,�'O l Fy CITY ENGINEER SPACE err. ,� = ------- R.C.E. NO. UNDERGROUND SERVICE ALERT 13061-IMARK: �' � O�N�RS� � JUUO N. LOZA � DESIGNED RECOMMEN E0. ,1 N L CONSULTING CIVIL ENGINEERS AMETHYST GEiJERA PARYIFLORA AUSTRALIAN WILLOW so 2010.0. ISG 10 TOP OF CURI3 0 ECR. INTERSECTION SAM 4 LORA IFTIKHAR No. C54826 JNL 1182 N. Monte Vista Ave., Unit 120, CA 91786 RODE RD3 GHIONANTF#J3 RETUSA CHINESE 3' 20' O.G. I3 O 1 (800 227 2600 OF BA SE TY LINE HVDWG � ROBEPDS ST DRAWN Phone/ Fax. : (909) 920 9246 SHE FRINGE TREE �RWHO GUGAMONOA, CA 11101 #► gyp• V I \� a ELEVATION = 13-14.30 TEL. M01) 941-0043 q�F C� y 1 L ��OQ�l CHECKED JNL I �-a�-o I OF 3 TWO WORKING DAYS WORE YOU DIG Or CAS, JNL DRAWING NO. :�IJLtO At' OZA DATE OO,j R.C.E. W. ?98?PU i I 1 ® NORVT-t O i 1 f2 01 i i I i 1.60 — — — EMST. OP OF MO I _ -.__._-_ �-. WOOR-11i OF (D Ex 5T. ORouNn ---- -kX0100, \/6 10 I6, "TH or PI=1381.43 Z. _ ! HI(5F POINT ELEV = 1380.,11 ------- 10 \/G Fla I 8.39 _vilv— TI - 0wvV i Ka 26.45 Mo— fi OiNT' STA► _ I 214A 1 STA s 5+21.26 0 SURFACE 60, vcus FUME A b EX1� ELEVATI110 — Ir 1 EX15T. 0P OF GUR ® 50UT 01= EX15T. ORORI i - 0 01 5%TH 0, � i I _r7- HO I TAT":20'! 0+00 1 +00 2+00 5+00 4+00 5+00 .., VE RT: 1 4 . . 3 LEGEND PROPERTY LINE CENTER LINE TG TOP OF CURB 4 — — — /�— --1 — — .rte \ FL FLOW LINE ELEVATION N 11 3 1 �Mq �e TF TOP OF FOUNDATION fill FG FINISH GRADING 3b7 ° EXIST. C,1 8 # T - 4 / 3 t, I F5 FINISHED SURFAGI 61J TER � _ a TOP OF WALL 4 / wv WATER VALVE y 4 % FH FIRE HYDRANr �� ,, 1 �9 a ROBER05 5TREET ro ` ' 9 $ I=X+5T M.H. ,4 R.OA RIGHT OF WAY ____ ____ ��2t7 Et1 1,T CURB-2 __. r o/O4sy A.G. PAVEMENT �tzm / EX15T. DRI,�ENAY APP. �, --o PROP05ED STREET LIGHT 1�3�z9oTol� � \ _ 11 f� PROPOSED TREE CONSTRUCTION NOTES �- 56AL E: 1 = 20' DESCRIPTION OVANTITIES \ 9 8 \\ CONSTRUCT 4" A.G. OVER .4"" 1595 '� \ \� 4 I a 4 G.A.B. TO MATCH EXISTINd PER D I RECTION OF G I TY ENOI NEER. 6805 SF `� � 0 �\ GRIND MINIMUM 0.15 FOOT OF A.G. AND OVERLAY PER DIRECTION OF THE UTY INSPECTOR 2380 5F \ � � " �- � CITY 2 CONSTRUCT 8 CONCRETE CURB AND GUTTER �� ` 8 �� DESCRIPTION OF REVISION: DATE: APPROVED: PER CITY STD. DRAWINO NO. 104. 321 LF \ Q3 CONST. 4" THICK x 4' WIDE CONG. SIDEWALK TO MATCH WITH � THE EXISTING, PER CITY STV. N0. 103 20-14 � \�\ CITY OF RANCHO CUCAMONGA ® CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. CONSTRUCTION NOTE: \ DRAWINd NO. 101 (TYPE "C", W=35' ) 1,220 SF ON ROBERDS STREET, PROTECT IN PLACL, REPLACE OR PAINT \ 3 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 107-13 4 EA NEW TRAFFIC, STRIPING AS REQUIRED PER CITY INSPECTOR . '\\ STREET IMPROVEMENT PLAN b STRUCTURE TO BE RELOCATED 2 EA � \� FOR- DRGGUPQB-08/ROW2004-O 11 22 Q M.N. TO i3E ADJUSTED IEA � �\\ ROBERDS STREET: STA. 0+70 TO 4+00, 8 INSTALL STREET LIGHT PER CITY STANDARDS 3 EA � pf ESS/ APPROVED BY: - - DATE:10 �2/ Q INSTALL R-26 (NOT PARKING) SIGN ON ST. LIGHT OR POST AS PLANS 4 EA QR �Nq --�f� UNDERGROUND SERVICE ALERT �, l CITY ENGINEER STREET TREES TO BE INSTALLED PER NOTES AND LEGEND ON SHEET I i"/ EA � BENCHMARK: �`� y�, -------`�-. ���J- R.C.E. No. OI�NERCJ' JULIO N. LOZA + DESIGNED J N L CONSULTING CIVIL ENGINEERS RECOMMENDED. II TRAFFIC PAVEMENT STRIPING ON AMETHYST AVE. AND ROI�EROS ST. 370 (800) 22'7 2600 Top of GURa ® ECR. INT�RSEGnoN f^ JNL SAM LORA IFTIKHAR ` No. C54826 m 1182 N. Monte Vista Ave., Unit /20, CA 91786 f2 GONSTI�JGt A FLOW DISipATION(55c5')PAD STt�I1G1URE W/3/4"G ROCK 23 gF 01� 8A5E LINE WITH ROBERt?5 Sr. Q456 ROBER!?5 ST. * EXP. 3-31-06 * DRAWN Phone/ Fax. : (909) 920 9246 SEE GIN DWG. NO. `81 RANG140 GUGAMONGA, GA 91701 SHEE TWO WORKWG DAYS BEFORE YOU DIG ELEVATION = 13"14.30 TEL. (QOQ) Q41--0043 15X o� y 1 o�� JNL 2 OF 3 OF �A�\F CHECKED IN� �L/O OZA ''2DAf1E DRAWING NO. .,1 R.c. :34a28 0�0 0 S �-- FUTURE TOP OF CURB I t PVI ELEV s 1366.1-3 2 W (� A• . _ - i t I i a I .00 b. ! I ! 1 ► FROP05 TOP OF CURB to m ® HE', T OF _ i 1 i i --- ® 2 5T 0 i i _-- - �KOU @ NE I ur ! 121 C, -• i — 6 � j 70 ___...__.__._ ,..___. _.-.__.ter---•--. ___.__._.._._.,__...._.._._ .________._.________._.__...._,.._»_.__..__...,,..._.__.__.._.. ._...__..,.__._,._._..__.___.__. _._..._•__. __.__...._____..__..___.___.._..__._.,.__ .__._...,._..__._..-._.__.__-. __..._- „._.._.r�_..___.__.__._....___..______._._. _.__....___._...____..__.._ .__..__..___.__..._____.._.._4a_______.__.--...,_-•--.. 2.42%, 2.4 c � i _ I ; 1:10% t2^AOA r .4656 ._._. _i� .—� - -I-•• _____._ _ ____._ ._ ���_ Y--- — �_________.. ___ ~ �.___ �_____ __ �__.__ . s $ TOP F CONC, .OU -- $ 0 8x96 I ' IST N6 N EMT F — I ; I � t I I i _..— .30°6 i I 2-0 �4s T--- --EX15TINO TCP OF GO G. mi — 22' EA T SCALE ;-- ---; i ! ' ORIZ: I "=20' t - i L VERT: 12+00 1 15+00 14+00 15+00 16+00 11+00 0+00 v� I M PROP. LAN05MAPIV5 _ `ULTTE RIGN IMA— T 0� WAY 3 1 3 / D ;I m. 6' 41 I --- \� _ 6.3' EX15T, GRATE 17712 615T. EDGE OF PAYEMENT� \ . — _ — _ — -�--- �-- i?� cid. SUTURE 3 ' � 2 I r � �► 3 ' � GAG 2 , 12 15 14 — — — — _ — _ _ \ \ - \ \ s 11 la H T A\/ENUFg _ EXI5T.HATER LINE — EX15T. G � G/� EXIST. G � 6 � . — EXIST.A.G.GUtz \EX15T. G 4 G FiE -- z — ud 1 SCALE : 1 " y 20' u 1 r CONST RW OT ON NOTES LEGEND t�E5G1`ZIi'T(ON QUANTITIES _. PROPERTY LINE QI CONSTRUCT 1}” A.G. OVER 4" 4394 G.A.B. TO MATCH F.acISTING _ — CENTER LINE CIN PER DIRECTION OF CITY ENGINEER. 6803 5F DESCRIPTION OF REVISION: DATE: APPROVE. Tel TOP OF GIJRB ® GRIND MINIMUM OA FOOr OF AG.AND OVERLAY PER VIWTlON OF: THE GIT( INSPECTOR 2380 SF FL FLOW LINE ELEVATION CONSTRUCTION NOTE;: ® CONSTRUCT 8" CONCRETE CURB AND GUTTER ON AMETHYST AVENUE, PROTECT IN PLACE, REPLACE OR PAINT PER CITY STD. DRAWING NO. 104. 321 LF TF TOP OF FOUNDATION NEW TRAPPIG STRIPING A3 R2EOWRED PER CITY INSPECTOR . CITY OF RCUCAMONGA FO FINISH GRAVING O3 CONST. 4" THICK x 4' WIDE GONG. 31DEWALiG TO MATCH WITH THE I!XISTINO, PER CITY STD. NO. 103 2014 SF FS FINISHED SURFACE ® CONST. COMMERCIAL DRIVEWAY APPROACH PER CITY STD. TS^i TOP O>= WALL ' STREET IMPROVEMENT PIAN DRAWING NO. 101 (TYPE "G", W�33' ) 1,220 SF 3 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. 1011-8 4 EA WV HATER VALVE FOR: PR6a"a-06/KQwAoo'f-O 1122 6 STRUCTURE TO BL RELOCATED 2 EA FH FIRE HYDRANT AMETHY5T AVE.: 5TA. 14+33 TO 16+50 Q M.N. TO ESE ADJUSTED I EA R.O.W. RIGHT OF: HAY QRpf ESS1 pNq APPROVED BY: - - DATE: US INSTALL STRm-T LICHT PER CITY STANDARDS 3 EA A.G. PAVEMENT 4 ° # CITY ENGINEER R.C.E. NO. ® INSTALL R-26 NOT PARKING) SIGN ON ST. LIGHT OR POST AS PLANS 4 EA OVI=RLAY UNDERGROUND SERVICE ALERT BF_NGHMA ZK: OHNERS: y �� � �� ,1uuo N. LozA 2 N L CONSULTING CIVIL ENGINEERS � � DESIGNED RECOMMENDED. e� TOP Of aRl3 0 ECR, INTERSECTION SAM 3 LORA IFTIKHAR No C54826 JNL I� STREET T12EE3 To INSTALLED PI=12 NOTES AND LEGEND ON SHEET I 17 EA 4--* PROPOSED 5TREEr LIGHT 1182 N. Monte Vista Ave., Unit 120, CA 91786 (800) 227 2600 OF BASE LINE WITH RZOBEPOS ST. 8456 ROBER05 5T. * EXP. 3-31-06 * DRAWN Phone--f (909) 920 9246 II TRAFFIC, PAVEMENT STRIPING ON AMETHYST AVE. AND ROBER03 ST. 370 SEE CITY DWG. NO. 261 RANCHO OXAMONGA, CA 41701 J'� <r SHEET C� V11. iZ GONSTRUGT A Mai 0151PATION(%(51)PAD STRUCTURE W 3/4'a;4S 0 ROCK 23 � a PROPOSED TREE BLB1/ATION � 1374.30 TEL. (404) 441-0043 q�E' `�o�� CHECKED JNL �` ` x.24_0¢ 3 01` 5 110 WORKING DAYS WORE YOU DIG �F GAL JNL .dJLlO N 2A t7AT DRAWING NO. Jam- EX I ST GROUND ' ' LT.OF 100' UC - - -30 _ i... C .� t M • ' j Permit MCurbL 51 17 } i ; _ ..�- x•1 .9 > ao o - c� I� fes- ty 7" EXIST. _00 Inp "_ ! 16.96' - " FUTURE TC o% � ° «� 1- to I Q` EXIST. EP i 76.12co rjO .• r- o0 100' .bar ,. i - 100' VC a: O. r ,� E i Note: Depress Lip of Gutter �._.- .. . t ao I i ; 1 " below Flow Line ----- ,? �_ . r. w iI i — 8 ti - +1 _ .. N n Curb Return. •95% _ --r- j 1.3 r2 c:) i > � w u, z i • N N1 M I O 00 p D` V O O > FUTURE �. O ; O w ' �� ,'`� 01 � U j `� i pppp �} Nmm �.:_ M M O ` I - 0 �� _. .- _. - M r- - Sq 00 r OU .6 t O I` ; + M ¢t U-\ r Exi5 C-Ji _.t 00 _. 1 M 4 j } r- _ I _ 1 t 'j .. I . M 100! VC 1370 �^ _ . . — _ _ _.- ,t j ! , -- 4 8 ' C9 °r° - _ FUTURE TC — M /o . _ +1 O + M 1� ! In r •�O� + 14"V - q] r r- _ _ �� vi oo _ CO + ! � 1 T 00 i + !`� „!• M } Mt M t I i M pN C2 00 _ o � 4 � EX I cLG' t - .- •:fl Exist Ground M • 11 } cu....-. + - I - N I , M •• o I ` I r 01 c- T i i 1 . L -.i_ ._.__ . . Y I 0 I 2 3 - - - 4 5 6 PROFILE NORI. I" = 40� VERT. I" = 4r 3Q�� Curve Data C = 48° 10' 4511 R = 150' T = 67.07' L. 126.13 1� North Curb - ' = 1 - 1 R - 168 T 75.11 ,C.- 141 �p �''�-- South C = ' _ ' _ 111 .00 Curb Ret. f ata d = 43° 35' \ = 20' ` T - 9.03' 1 Curb CX�St L.C. - 16.46 j09 C) - bb e R� F.ut r e !!-- ,\ r NOR +; SO R/W u � h0' Ar Futur e of pvt• �\ Curb Ret. Data - ------3r ---- �s -0' _ _ -�— Edge_— O� �... A = 90° I `� A;>� ��'�) ��: � � SSD. 115_.. ---- , R = 20' 121 - :'RQ ER CO .,.,. T1 1 ' 421 `� CrS�RUC� \�• fr .• 5� 10� ��, � 1 1 1 1 1 i I 4 ; ° 0.5 �� 7.5 II _ �0 10 �- .� 7• 4_ >" ------- _ I - _ -- 5 1 A\ / oo• ,.fir 1 Curb Ret. Data ! `� 10' 45�f r-0.5' A • / _b d = 131° 24' a, -0 AR �:,•• `� 'RF' '� \-� 1/4:1' v o,o' �,� 04 ° 1 C 4 / — -- -- / . ` T - 44.30' L.C. = 45.871 F�T�9�� R - 6 - \ �� - 9, T. I . - 5;0 BENCH i�'la(iK: ELEV. 1373.03 - III �,�• '� a 'per 2z" A.C. over Native Soil TYPICAL Top R.R. Spike PI Layton & ��� Baseline. SECTION , 141 Q' �� , o,� FIELD BOOK N0. 437 (38y-52) / REVISIONS COUNTY OF SAN BERNARDINO MARK DATE DESCRIPTION � ROAD DEPARTMENT 9/68 � R E Dfti f3 PL C M 7C is 7:)+y L pp p � NOTE: AREA TO BE PAVED. FEATHER MIN. 2' R O V E R D S STREET NJ IOVER EXISTING PAVING AREA ADJACENT TO NEW PW NG AT BOTH ENDS TO BE GRADED TO ACCEPT AND/OR DISCHARGE DRAINAGE AS DIRECTED BY THE ENGINEER. PLAN ALTA LOMA RD. NO. 702850 SC I = 40 DRAWN BY Ac CHECKED BY .�, APPROVED BY " SUBMITTED BY � � C COUNTY ENGINEER MEF DESIGN ENGINEER DATE SCALE FILE NO. DRWG. NO. 'WITH ZOKRECOMMENDED BY c3, f� SS R AD COMMISSION R�ENGR 12 / 65 As Shown 1 050 1 Of I SAN SONO BLUEPRINT CO.