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HomeMy WebLinkAbout478 jack weld steel Plate over end ma l n, I GENERAL NOTES FIFTH_ ST - G ` THIS CERTIFIES THAT ON h0V '28 , 19�, 1 PREPARED THE PLANS - -� /-.,fT_' � N •a -T I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE 1966 STANDARDS SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. •• tv m OF DOMESTIC WATER SYSTEM FOR TRACT NO.Z95, AND THEY MEET THE REQUIRE- /r75]�4I� 3- B Gca7�G �QII/GS "" ' 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 & 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. MENTS OF THE CALIFORNIA SECTION OF THE AMERICAN WATER WORKS ASSOCIATION -- -�R; 3a�`�3� - 395. /9 ' STANDARDS AND THE SAN BERNARDINO COUNTY STANDARDS FOR MINIMUM REQUIRE- a 3. ALL PIPES, LINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR IHS 7�4 // f-I ASS /Ally I NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE MENTS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR \ SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. DOMESTIC USE. ®, S�� S� Er 3 I 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. COUNTY STANDARD SPECIFICATIONS SECTION 19D SHALL BE SUPERSEDED TO READ, THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT OF SUPPLY TO ' ' "THE RELATIVE COMPACTION OF THE LAYER 0.5 FEET TO 1 .5 FEET BELOW THE GRADING PLANE SHALL BE 90 PERCENT IN LIEU OF THE E 95 PERCENT COMPACTION REQUIRED TO A MINIMUM OF 2.5 FEET BELOW FINISHED GRADE IN STATE STANDARD SPECIFICATIONS SECTION THIS TRACT ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, b I 19-5.03." A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF IN ACCORDANCE WITH SECTION 5.21 OF THE ABOVE QUOTED STANDARDS. M + THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. �Q 61 5 I b 5. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH ORDINANCE NO. 815. ��- 7Zcp , 0 ` 6. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH REGISTERED CIVIL ENGINEER N0. 7344 DATE ti COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATIONS. •� k W 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR 8 IZ zi 8, h. 1Z 32 ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THE OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE 36 36 k Q1 4¢' SHOWN ON THESE PLANS. B. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. NI 9. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPT. PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED /� .0 SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAY. BY, AND ARE HEREBY APPROVED BY THE CUCAMONGA COUNTY WATER DISTRICT AND �� I 10. WHEN THE ROADBED HAS BEEN GRADED TO THE APPROXIMATE ELEVATION AND CROSS-SECTION, ALL ROCKS OVER 2-1/2 INCHES IN SIZE THIS COMPANY IS WILLING AND ABLE TO SUPPLY WATER TO EVERY LOT IN THIS �a � # AND OTHER UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE UPPER 6 INCHES OF THE ROADBED AND DISPOSED OF, IN LIEU OF THE # ABOVE REQUIREMENT, THE CONTRACTOR MAY FURNISH AS AN ALTERNATE 2-1/2 INCHES OF CLASS 2 A.B. AS A COVER UPON WHICH TO TRACT IN ACCORDANCE WITH THE PURE WATER LAWS OF THE STATE OF CALIFORNIA. , t PREPARE SUBGRADE. h I 11. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. N �TITLE UJ ' 12. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. SIG D DATE 13. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES / SHALL BE SET AT ALL HINGE EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE / /� I 4 Z I , THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE �� I C W rj ? IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OR SUB-GRADE BY INSPECTION PERSONNEL. /4 `� --� 14. ALL SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED IN EACH INDIVIDUAL LOT, PRIOR TO PAVING. FIRE PROTECTION SYSTEM APPROVED: aq DEc- 7� 15. "AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO r Q I COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY." M ( V A. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE:. CAMONGA FIRE DISTRICT B. STABILITY, OIL CONTENT AND SIEVE, ANALYSIS OF ASPHALT SURFACING AND A C. CORE -O THICKNESSES TAKEN AT INTERVALS OF APPROXIMATELY 500 FEET. r ®(&, NOTE *1 DOES N.oT. AFF-y 7 ,� 1/-.5 B"'Go% l/olve ( � LL WORK SHALL $E 'D69F 1N AGGOF�DANCC• WST+ TN1✓sta PLAIJ� a gra. A -�tc� ccTy ori R�NcHo cvcar�lot�lc- �� GTAr�VAARCn AND THE STANVARD SFECI FIGATIDt-I F�Iz. PU[3 UG W6RKS Cdt�l51'1ZUGT(Dt�1-L�4 ST� v I a'D 1TI O� - n It M N �18• ALL- R iZ�NGCS TO C_0L) 7%/ OF S�1 t� R�1ARDih10 SNAl1 MnAf4 "CITY OF FZANC40 11� Q I .X GUGAMOhIG�. . o PERM 1 T eHA L-L- eE1 C)DTAlRnID QOM '� CI1Y OFT RA146+40 GU�M0f4G ,, t✓NG1N Rlt�l� �0 3 I , U�PARTM (T PRI0KT'O f-� C_PZ6A60MEtAT o Go1�15TRUG'('[Otil '`NtTH1N CITY )✓y4S Mf 'j" l� N = ©�- V�/Ay \ I WATER SYSTEM NOTES " ,� I BENCH MARK N0 . A - 154 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIRE- MENTS OF THE CUCAMONGA COUNTY WATER DISTRICT. Q ' I � CHIS. BOX ON WEST END OF N.W. CURB RETURN OF ARCHIBALD AVE. 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MIN. COVER AND SHALL BE a) I W AND SAN BERNARDINO AVE. FLUSHED AND DISINFECTED PER A.W.W.A. STANDARDS, PRIOR TO USE. I 3. FIRE HYDRANT INSTALLATIONS SHALL CONFORM TO THE COUNTY OF SAN BERNARDINO h jl Z ELEVATION 1020.273 STANDARD DRAWINGS NO'S 310 AND 311 OF THE ROAD DEPT. STD. SPECIFICATIONS, AND C.C.W.D. TYPICAL F.H. ASSEMBLY DETAIL. 4. THE STATIC WATER PRESSURE IS 100 P.S.I. TO 110 P.S.I. h 5. LEGEND: I CONSTRUCTION BENCH AR INDICATES STEEL, CEMENT LINED, 40# FELT WRAPPED PIPE, 10 GA. STEEL. ( M K "' 24 LEAD AND TACK IN NORTH CURB OF SAN BERNARDINO AVE., $5' WEST ---- - INDICATES EXISTING WATER MAIN. N � OF OF TURNER AVE. I -o- - INDICATES GATE VALVE AND VALVE BOX ASSEMBLY. ELEVATION 1029.84 I �- - INDICATES FIRE HYDRANT ASSEMBLY. 46Xtend d'•Main west fo clear curb r'tt�rn and Fac% we/d Site/ /rlS�a 2 -f�• .4SS�n7tS/�/ En%sf/�9 fFl Asst�b/y I + p/o fe over end - y�' s� °' 466.03 '��' �'9r 304.!9 394.84 .N 3 CONSTRUCTION NOTES FOR STREET TREES - -- /nsGefC vo/liCs C:R tir/res1 . ALL STREET TREES SHALL BE LANTED IN ACCORDANCE WITH CITY STD. S A N E R N A R D I N 0 AVENUE 'aA%4 Pressure A2educer PLAN NO. 510. C►T7 STD• PLA1J - - - - _ I - - - - Q 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARD PLANS NOS. 502 AND 505, AS PROXIMITY TO HARDSCAPE 1/ f ° DICTATES . 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS ! . Clearing and Site Preparation 1 Lump Sum ' L.S. 1 REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR . ANY UNUSUAL 2,, _ _ P.C.C, Curb and Gutter Removal _ 84 L.F. TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL - 3. Excavation and Grading _ 10,575 C.Y. AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR . 4. .0,30' Thick A.C. Pavement 86,000 S.F. i 5 4 . ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY 5,- P.C.C. Curb and Gutter 3,951 L.F, WA TE R SYSTEM THE ENGINEERING DIVISION. 6. P.C.C. Curb Returns _ 189 . LF, 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS A N D sTR ET STR��T � SP4C-IN6 0 UAN`TITY GAL. 7 P.C.C. Cross Gutter and Spandrel _ 1,626 S.F. -- . ONLY. INDEX MAP LUCAS RA.NCN ROAD EUCAd YPTUS N(C"OLI) 5 8, Standard Barricade 1 EA. Adjust Manholes to Grade _ 5 EA. � 61 /Z'// FIFTH _TT_Fr"i✓T10 15 _ _ � e. �. ---- z !0. _ Street Name Signs 3 EA. SCALE I 100, l 5 " COnIST. PCC SIDE W4! IG !/EL' CITY STP 510 2920 S.F. l2. >C.ONST. HANDIG/ah JeLLMP Pik- Orrr STD 3!D ELS. Q94/4 STRE.�T TK'F_>✓• CONS-TR UGT lot-1 N OT>r 5 [� /3, CONsTRuGT pe/VE 4PPeo.e.cN,W-3S` P� c,, y S-ra 3p� / Z l0 ROBERT ,). A, I_L RCE 37888 DATE \� I. ALL Sl•REI_T TREES Ar-c To B� PLA-C; D tAl ,4c�o1zDAh!eE N!tTH Q ��' CITY ST>7 0001 ®� 14. SIE VNSTsiLL ST12� TLlGKT, 5800 L[r.�rBN/ 'S.V. ® Q ,l Eq, 3 E,q. WATER SYSTEM _ � 8, e`.L.L 5T'i�t`.T -t��t°5 S�{At..�.E>c STd10E,o AND PL4.NT�D lee�'�,ptn,GTO /�. �JNSTALL STQEET 772EE5 P�2C/TY S7D60I A�S I!e �A. GITY STD c'oS oSz ce05 8 !-S P>zoXttnF i Y TO N�.rtoScAPc �IcTA7eS. ®® /G. (SAwcur R�Mov� --XIS-. S"Cue?S 0 GLJrr�rz h #; „` •� " / t 3. SD.�Icsstc.V Mt+cTu of s . - STe�ET Z'R>=t�5 SH^LL B� PE.2 '�F.coMntf✓►sbA- /7. LoAlsr• L/NDE72 SrDEWALK meow e� G/T'Y STD 5a? 4 meq. -rLO"S OFA4.1tsGt2O4doM« soll_SI.'PoRr p1.1Tt1.11SSDTp-rllEctT�( A T 6E W L ft D W K Ir T CELE 2 0� T T'R0 � OVLc ��C/S I No s��E -j'R ��. �Tt.�a�T'E r� t-+c T'C.• TN Kw< ��M T T�•PiY�W4 Y ®'(280 S.� r" )/ >/ t,';; rj, s ' # ,s GLo-�r - Ahi -rmPzaC FaGT C3�)YOTHE Fo.C.E aim -rWS Gut�6 UNL6S5GTN WtS� A1C`'1'LD, /,- f, !z = I9, CCINST. 8"CurzB �GUTTf'k >° C/TY STb 303 >z. L.�' _ --I-- - -L__-- _ 1 - -.C`C I �i S, d.�l. SrREET Z'REeS &mm SuBJEc.T Tp 1NSPU7 Tnd .1 "P P.GC�F'TLaNCE SSC 2 882 L.F. (laj;1� T . 1 TO se 1NSTtaLLED SY So.CIL.lao IS,5V4 'PA.II> Fc�2 &t-4D Cc"szDIWA.--VeD ' 1. 8" Water Main Hs c I-ry GN G 1 t.IEER, - _ __ 2.. _ 8" Gate Valves 6 EA. � � y-. - _ - - -- - _ - _ _ '- -- - - .-__ _ __-- - --_ _-.----- - ---------_ --- - _ �� . -_� ®� 1� �J`, ' `'.. PER NO E'S H� r� QN - 24- _TF1 25 EA. 3 �" Fire Hydrant Assembly a EA. I ` ` _ - - _ _ _ _ _ `" , j ' . �' �S_O�S�� --- r K �I'C SiDL�iAL� Pr CI' ( SSD. 1031 2 78 ! 2� - 2795 Sc= S : ^ ori f/: j L� - - - ON , NV I F'� SS RAM , �.. .-- '- - +-.._ G�°•c _.y. -_ _._ _ _. ..._ -----__-.__. 2� �i CONS! NA C�',� D ACCESS RAMP rr^' l i • 'f J NO. 1 U� 23 ONS' DRIVE ROACF PER.. I 1 S ? i 12 CONS-7- . 8" PCS CURB ANL) GI7 ­ 24 ._K PER C 17 Y S'J . ? 04 - - b( - --- -- - - - -- I t E �5 REMOVE EX I Sl 1 NO CURB ANS; Gni, i , :a - 4 - REVisIDA ® 13y- J.M . Wll-Sono ,Asp lA-r-ES I 2�-__l . , ,t/ STR/P/itlls RS A/ TED GvV PL/1/1/ ! R • -- __ m � ,- COA15T CURBSIDE DRA/n/ GY/T F LET PEr2 C/TS'STD M2 /07 Ca �►'=4 !3 G >\ _ 1AIS'TALL T2AFF,C S/G /nIG S _ 27 G coat R P OV D R AP O RCM � N�Ver �f'• 1 � EV l5 Imo! 0 . . R < _ • P 1 Rv 6 If l • •� ... .- . . - [. s �.- > t f � � ,. � t. . ��-� I 1...��,. 4k. a (a Eta J V ✓W k l Cx AT ►J AkeA 1 €l I y,�/ AVL r ; f 'I ADDED DwX Sr.TEES E ST L/GrfTs PERdR9946 -- - I A _ - . 936 F „� r � � B Y: R.8. EKG/KE R/NG , . s s r - i r!`i 1F=r.� `�/� 3 0 'Y i ',F _ 1 j KE-1Vl�V E-t' Rf- '. Pr-/. IMF!, F \ C 1, _ r j! ; cuP V3'o - P�� i-M.WIL-75N_0ASax �[+ t - / �lDDEO Clit!/JEQS/DElUI7l�c OR/!/N PER CUP 9/-// n ) I . - _ .- -- Ll iBY R,vDREASE.v ENGG• II- (`- _ PILE ttJ, %900ED DR/vE APROACH S/OEWAl,K E ST. TREE'S 't �J �•/� 7 ® PER CUP 9/-// 8Y.9NORC9SEN ENGG. - .1 ( , , Y ..,, s, y, - __ '--!+ - -. _� i i°t1•�,F: F' .V.�!. <` Fc , 1i' CC`lr 'Y FR iw-Frp fiat Cof 3 _ . _ a�lE � UCAMONGA DISTRICT ,, / , m ✓. R r, 28.79 <. O s. N Rc tur p O O 3/.5 9' '4//✓ O AAAIA w 1030 4444 � r4 4040+ I ,Q 4040N h N h N Exist% -Tel.-laceA West lW � N N N H O - + O. 4 D % •� 0 0 +0 3/ ` Tom of Wesf tvr6 Y P. I r8. 6 z o a /00 i✓C. i 'h �, 6 Z � � ✓. �r. Y6.a 3 � o � � + p a W o o Top of loves, � Cvrb p I o o "' a EJB/s f in9 SurAoce _ N o .o ^ o v o o h 1030 S, �' . h ni ° 06 O N '^ H b Z % /'�ru '� 401,4 0 ° N airy o h ti N N + / 6 �X/s tins �`urfoce l� No N /Oo Y c. f/rI i sti ed Surfoce 1! � I. Z8.79 O o 0 __ __ ! Ton. �` /• 90 Re turn 3/.24 • e! R o o ° o o \ finis`icd Svrjoce c� o a A A AIA � Edi s tinT Svrjare Eo s f /W O �; '0 0 , C V 4 4 ;4; 4 b rn h N } o 1034: h N �' h 6i % y : "� 1040 N4 b I 0 ►� N N t Ex/!f//!Q Sur lege fo s VW 71 i N N N O " w + O. 4 fo c — - 0 . 26 , — op of COS/- C�•-6 o � o 07 . �. �' y•• � Top of AAs f Curl - t _ T �o 0 / 2 3 5 6 7 8 9 /0 3 { P L- A N SCALE I 48' � k 60' r Cvrb Return Data , or � v � A =90.30'14"' T-Z0- 1B L =31.59', f T-Z0. 18 o w •t SII g - i ��, h ` ~ ,� 6 0 h� W V = 4� tib`A 345.97' W y✓ ¢47.70` w 11 V > 1 ��, Construct P. C.0 Cwr6 Gvf'Ier Rer Std //5 ., Construct PC.C• Cross Gutter Per Std. //9 m ti Consfrvc f 0.30 T�iitk est A.C. >w✓e.fi,e,� '�rc� P Ncr t$ io ?3 t6 - h' ,4 5 N 00- O 2 3 8' YY oo X�lto" Ac%jusf Mpnho% �oGroaye LUCAS R A N C H R 0 A DpP, C.G. curb Gai1ter er S•fd "5 0 ox O rap d m o c o 0 h h Oa I 276.Co' 296.0/' E R N, 4 - ='-_-- - - � �� _.- J " t m I 1 N S-vALL / - Q / N SIGN �F�ST/ � O � lO� •.. � / --7 A OC /b �. n v Q , \ @ h a a4a O u > e ' Q b�kF II � o q �� oq ►. N k A � fiIA w Z `��y II �� °�R �z 4 Q 2t 433- t - C z + -a 111 3 VI' 33 C tOM sTRa.6*5/.57) OZ v �� Q Q A o m V o 20 0 NN P 4 ti o ►, a° " • t `�' ° Curb Re turn Do to t 30 30 W r, 'r1 a II g' K W �� ® W °g + + M R 20.00 T= /9.83 •,. /D /Z /2 /O , 3 1 ' Q #11�� 10 ./ Leve/ Line � Z \ ► / 0.35 / D./; O.3 5 / © \ �l f e- �L lU .* .. S/0,0e 8..� 5;c-F slops I h < + + - . .o, it c •i Al ��,.,- '- ' \ 1 t r� _ - CUP consfrvtf 0.30 TJbic�Encss A.[' ✓.;, � ;�� ,� 4u' \1` ;;1 C� b� Const. PC.G. Cvrb �Gvtter Per Std. /!S — TURNER AVE 't o Exp. Q-3(} 92 cuP® ,\ ` _ \ I T I H s, . c,v 1� . / .CA F TYPICAL SECTION LUCAS RANC ROAD for f --�Ak.t, RIEV151M4 !43 B`f• J.M. WILSON 4 ASSoci .TCS I SCALES : HORZ. 1"= 10', VERT. 1" = 4' ` • t - L S % " .`�'\ l: f .. l,- ..1ti_ t.'1 _ •s l.<C.�. - ;4 t . , ; �' �jtllf. 'Yf : r ii ! ', ! _ TRACI N 7936 ONTP F�IO, CAL l F. � 91,764 � �� c� � RCAD NO. Q �3-oq 'M.WtI-so(Aea 4S�'FF itrlt7 D r: e �' 4 c l" O 'E') 8`1 -986. p ,9_0 UA/05RS/OEWALK 0.4A/W Ar STA. Drawn 6 714 > j6.76.07 8 Y AN,0XeASEW�Alaes• - !- .. ?tls-sz. 1 � 0 IA�DEO Sr/MPRO✓EM�rs A5*c�-�✓ q n �-1i i/ GnscksC 8 d•G CO�'W'SS _k LSE i8r ANA4E.LSE✓t/ ENCG. ~� �' l.•r 1N C7 � `� �1 1t REMS!riNS I{! I FIAT@un Y i�E Z`0 CU MO GA Dl ST ICT SHFFT Ott rn r00V - _ 11 1050 3/• t S' d V• 4 3.2 TOP 0/ No r f eztry Ton. f 1.741. 3% . AAAAv O O - 1• 9 d4 � 4e •40 b1, 14 Ex i s tir�4 Surface IVe st �w �' M n°� o �; 4 �; 16 $ N M 'n ^ Qin, q ^ Q 14 o 4 � '� a0 E'�tistin Surface ' Rlo�tfi �w V +� N �4 N !}'O 0.'`0 9 h h `t 0 � Ae eeN N. 6t� � 4 4 414 ` o To of West Cvrh /00 ✓. G. Rtfurn 1040 ^ 1040 Y. P. Z. 49.06 3/. 61' M � o � ✓.p. I 4Z. 4 /oo V.C. 1050 • .� /. 6 Z V P r 4159 j , f/'n i s /�e d Surfoce � o a O + - h N 't1 h o a 1 h + �M `M �� n; o ,� o , x • 68 �° o o o � o � 0 Ex/sting .�ur-f ac fct. o ^� : ' `�j�o ° . `o b Q �t a a N to Svrfote epi. � � ' , - °' 4° jo ♦oo ' ✓. c. .� 1040 • �J 1040 Tun• G--dwWe - / a 3 f. v. P. r. 4s.s5 � 1050 /00'h 6 Z V P r .47.6 4 Ton. f Z.z7 7e V e e fvrn 4 L' � V � a est � (� V 444 �} � bh apt0C4 th - h `a �• el a a N«� ti "� ON . � E,c/'Stir/y Su,-fisCe & Eosf �,v � i, b e h R h a �o } b°+ i n a v a �o E`x/st/n Surface ca South lw 9 ~ o O olO ti I O I l•6Z 44444 10 o Top of £o st Curb F G �. 6z7_ 1040 10 4 0 v P r• 4 .64 Re tern \ 6 Z v � � 3l.zs' 0N � O'er C} � 4q Irv, „ PROFILE = /2 /3 8 7 6 5 -4 3 2 / 0 . r 1 P L' A N ae L Ni SCA,L,E I -�4 SCALE1 �40 o � p Q ti 27 14 � a 1 z3 � 20 I3 Z z ' - �, Curb Return Data ', , � Curb Return Data J 14 �7 � � I � Cors sf rve f R G C. ev�6 6vf ler 'Ptr S/w //5 v _ © �7 - ry d = 89' ,30� 57�� L .3l•25� 27 I4 > o- v d - 90°29'03'", C.- 3/.59 ' 27 m _ - > �„ p,F_oaE j YCUDW ., �� x _ = 20.00 ' T= ZO./7' ni F v • °Q6 � - 20.00 T= /9.83 ' � � sZv•t33 �' � � w'* x '� R ' Y b y ° .UCAS RANCH ROAD I a 3 .r © 26 h ti AIIIIIIII, 1, w.o°o2 s8"w >, 1 tZ * Q 0 µ v v 0 ,, o . 4 ^ c Q i8 N -o �ybo.� FrYPtF Consirvcfv.9p 1 �i� lZo TYP A.G. 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Curb Sat ter Per std //s—'-J , �`. {,\� SAN BERNARDINO AVE ® TY PICA,L_ DR1VG A??ROA,CE{ / - No. 3,888 TYPICAL SECTION Ft FTH STREET © C _ 9!/a It Rr--\IISION BY J•M.WILSON >3 A'sSOcIaTE.S = M AWBERr . BFLU CE378e6 A4rE Jlq L'JV11 t SCALES : HORZ. t • 10' , VERT. 1 = 4 T£OF j < a t S! 3..i i ..5 � :. •: :- •- - ...-... -..._ ... .. _.,. _-._..,t-.sd. ..-z is. ... -. _ '« y.. i a 3I �� Ess, � SIRE E I ._ .. - _ . ._ A.0 I N 7936 hy��� - ONTARI4, CAl_If , 9!7f?4 ' '`c; C>esi(n► By _ AF'�'F;S�rf_: BY t r>.awn 6Y i�Cs-nal/ a 714 - I F` 18, CONfLic-T W/GTT6 f s c AVL s _ /fit a k___ _.._ F'i F No ADDED DWY ST TREES 0-s v6#rs PEQ D �' , � �,'r�J R�tnovEt� EZEl ,,Af?Q PKy. ,:7 ^1 A c �.;E 99 9ro BY.'ke. EAI,/NEER/.vG „lam tcA d B, tl G / _._�YV p•. « J - 2 C * 9 a AY JM { SOhl� .4 �r ^nm°nrtr, PH v 3- W L SSaG F Il l _� _ f > j tiIC �a, --- - - 1: F akT U C A M 0 G A - DISTRICT �EF'F ) F. )� Wit . .:., ._ ..,� .._� .- -.na ., - 1 ,_. _ € r. Z`OU'�ilY £N'1 _