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`i SEE DETA/L B r,.r, Wch Connect to exist. 8" main; 1. 6 Water line within limits shown to be installed Existing 8" CAi a w- (Wet tap) and install 6" or deleted per Cucamonga County Water District �.�� BENCH MARK Water *in - tapping valve. _ direction at time of construction of required work. " Abandon existing 4" mains as follows: r (If deleted install 2 Blind Flanges as required) �'o frl-I�me FOM CHI S O NORTH-HEST CORNER HEADWALL AT NORTH WEST Exist. F' _ _ I ` CORNER VALLE V I STA AND RED HILL COUNTRY CLUB ROAD. Close 4" Gate Valves, cut array existing Install 8" G.V. �e�f �r � ELEVAT I�1 1401 .31 I 4" pipe, install a blind flange on each gate valve and fill gate valve well with Install F.H. Assembly /��' �� 9 sand, plug ends of existing 4 mains. 74 Underground telephone cable approx. 20' � I k East of Red Hill Country Club Drive. \� � (IYet tam)anLl 1hfAr// "fi s' how. j Notify General Telephone Co. , Cable 6 Z c '� i locating division prior to any construe- Install 6" G.V.----, 0 5 tion. See Street Plan Sheets. •� ' �' ' Install B" G:V. GENERAL NOTES i 4 0 � � Existing 10" CML 8 M ,tet f . 4" Gas line approx. 20' East of Inst6I 16" Nater Line '' Water Main t Red Hill Country Club Drive. b 3 �o,� \ �-- 1. ALL WORX SHALL BE DONE IN ACCORDANCE 111TH THESE PLANS AND THE SAN BERNARDt" COURT T STANDARDS AND SPECIRICATI M. Install F.H. Assembly ��. � Connect to existing f0" main �,Gvi�o��-Ts 9 , Notify Southern Calif. Gas Co. c 7� ` (Wet tap) and install 6" tapping ' Z. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD N0. 303 A 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. prior to any construction. See 7 �� valve. 3. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, MATER METERS, VALVES, HYDRANTS, ETC., SHOWN OR NOT _ ti 'G SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL Street Plan Sheets. . • � ' Install 6" G.V. `� SE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. g I 1fE DETA/L c L�ETA!L 4. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION TRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY A6 'hr/a ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATIONS. h��' 9 Existing 4" Sterol water Wain p (Q 2 tt s' ANY ANY DAMAGECTOREXXISTINGING FACI'LRK ON THIS ITIES RESULTIRKGECT SHALL DIRECTLY ORMIND!IRECTLYRIZE IFROMFHItS OPITH ERATSITE IONS,AND WHETHERLORENOTTLELY SUCHRFACOILITBLE IES ARE N ON THESE PLANS. Install 2" Water SEEOETA/L A f ��ti� �c Service Connection �� Install 6" G.V. \ \ r 16. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. Install 6" 'G.V. '7. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITNIN ' II O THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. j Install 6" G.V� -' ��� Install F.H. Assembly \ �'' +B, WHEN ASPHALT CONCRETE {S PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY a Install 8" G.V'"- \ v �� I 12 ` �� REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED / ` 22 MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Plug end of existing 4" main v O d A&. " �_ Install 2 I 13 t \` ��,_ _ 0�/vE -_ i '9. ROAD DEPARTMEN I APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. A i_ 10. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. TIRE STAKES Install 8 X 4" Reducer 'F.H. ASSenIbl `_/ `� --, �� SHALL BE SET AT ALL HINGE EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE-AREAS. SUB-GRADE STAKES SHALL BE Install 4" flex coupling to 20 I4 C� IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. I` join existing 4" main QJ O Install r G.Y� I1. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THIS WORK P A � 19 15 Install 2" Water Service Connection (Phase II) *" To THE PLAN GRADES. ALL SEWER, GAS ARD WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT PRIOR TO PAVING. a /�� Install F.H. Assembly 13. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: A) STABILITY, OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING. - Xote: 3 B) R_VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. 17 Pipe joint deflection not to ' O exceed manufacturer's 14. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL Sn-GRADES SHALL BE Install 6" G.V ,�. recommendations. PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. COUNTY STANDARD SPECIFICATIONS SECTION 190 SHALL BE SUPERSEDED TO READ, IS (,/ PHASE II 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 7 s t. 95 PERCENT COMPACTION REQUIRED TO A MINIMUM OF 2.5 FEET BELOW FINISHED GRADE IN STATE STANDARD SPECIFICATIONS SECTION / 23 �/ 19-5.03 . A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION P� 9F THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/ OR SURFACING. 24 +S' eT ENGINEER TO THE VISIeN sEeTiem OF THE SAN BERNARi4e eouNT-Y ROAD DEPARTMENT FOR ns t a I I . 6" e r Line --Install F.H. Assembly } T.I. SCHEDULE REVIEW Install 6".G.V. 16. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR, AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION 30 Valle Vista = .5 SEWER AND WATER LINE INSTALLATION WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE 25 Install 6"• G:V. 1 Calle Carabe = 5.5 WITH COUNTY ORDINANCES. Install 6"" Nater tine 17. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE 26 > (Phase II) Red Hill Country Club Drive between Calle HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 2 - Casino 8 S.H. 66 = 7.0 IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. C.4L L E (Sheet �to _f) 64RA95 - Red Hill Country Club Drive east of Calle nstall 2" Water Servic Install F.H. Assembly .,. Casino 6.0 Connection ''P• s 27 ,< Install 2" Blowoff Assembly Plug end of pipe - Phase I Remove plug and join - Phase II 28 a ly,4TER .fY57h M 4' INDEX MA NATER SYSTEM N Q T E S . 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIRtME'NTS lrl/%. c _ _. THIS CERTIFIES THAT IN JA# /97.x', 1 PREPARED THE PLAITS Of DOMESTIC WATER OF THE CUCAMONGA COUNTY WATER DISTRICT. ' SYSTEM FOR TRACT NO.8W4 AND THEY MEET THE REQUIREMENTS OF THE CALIFORNIA SECTION OF THE AMERICAN WATER WORKS ASSOCIATION STANDARDS AND THE SAN BERNARDI" 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MIN. COVER AND SHALL BE FLUSHED COUNTY STANDARDS FOR MINIMUM REQUIREMENTS FOR SAFE PRACTICE IN THE PRODUCTION AND AND DISINFECTED PER A.W.W.A. STANDARDS, PRIOR TO USE. - I', WIAW L' LY . DISTRIBUTION OF WATER FOR DOMESTIC USE. .Ilso�t // , 42"Ph ehrb a 8. THE STATIC WATER PRESSURE IS IN EXCESS OF P.S.I.' ! THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT OF SUPPLY OF THIS • - TRACT ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE 4. LEGEND: WITH SECTION S 21 OF THE ABOVE NOTED STANDARDS. INDICATES 6" (12 GA.) STEEL, CEMENT LINED IM Le. FELT WRAPPED P I P E,OR 8-CIr'60 --`GfwLe G't/• 1% „L ( -- INDICATES EXISTING WATER MAIN. ��ACT .L / ® - INDICATES GATE VALVE AND VALVE BOX ASSEMBLY. fll'y�C°u� s7TE REGISTERED CIVIL ENGINEER N0. 21 104 DATE � INDICATES FIRE HYDRANT ASSEMBLY PER S.B.CO. M. 310 Ir THIS CERTIFIES THAT THESE PLARS AND SPECIFICATIONS HAVE BE" REVIEWED BY AND O�-- INDICATES I" WATER SERVICE CONNECTION UNLESS OTHERWISE NOTED. /�� ARE HEREBY APPROVED BY THE CUCAMONGA COUNTY WATER DISTRICT AND THIS COMPANY 0- INDICATES 2" BLOWOFF ASSEMBLY. ,OE TA/L IS WILLING AND ABLE TO SUPPLY WATER TO EVERY LOT IN THIS TRACT IN ACCORDANCE ---p4-- INDICATES BUTTERFLY VALVE. WITH THE PURE WATER LAWS OF HE E OF CALIFORNIA. S. FIRE HYDRANT-INSTALLATIONS SHALL CONFORM TO STANDARD DRAWINGS 310 AND 311 OF THE ROAD DEPARTMENT STANDARD SPECIFICATIONS.d Pe A97 ` (I►axrflber.±:f.d'in(AFrfie•) IGNED TITLE • DATE j 6. FIRE HYDRANTS WILL BE ESTABLISHED FOR PHASE 11 AT SUCH TIME THAT BUILDING : I1Arf./G-fgPP/,� II LOCATIONS HAVE BEEN FINALIZED THEREON. i FIRE PROTECTION SYSTEM APPROVED: r ' PHASE I: 5 7S (I i FOOTHILL FIRE PROTECTION STRICT DATE �t MAP* _ICTNM 1'IH •�- �--�_ _ �, I _.. a Scale: 1" - /,0001 Exisfii�9 B main-- Existing :i �• S SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR IfLisndovsr ,rfP ) �'�/ __- t Contractor agrees that he shall assume sole and complete responsibility for job site07 conditions during the course of construction of this Project, including safety of all persons - - - ` "' ` NO. 52. and property; that this requirement shall apply continuously and not be limited to normal L 4 L; L,`;;� �` ►rt t GJUti i Y �F11f� �Yt �: vr� t:,�!''vJ i. _- working hours; ane that the Contractor shall defend, indemnif and hold the Owner and A S S O C I A< { t. U L N 61 N 1. _.-• 1 M F �\� v L cM E_N I � L A N S y u �t / FELE TEO rsEN iY4TE /S C c2 1-1 the Engineer harmless from any and all liabEity, real or alleged, in connection with the 316 EAST E STREET -.I ____ ___ _ ROAD DEPARTMENT � TRACT N 0. �84 �,�x�C�ca erformance of work on this Project, exce7tin g for liability arisen from the sole ne li- R �_ _ ioy�//G.c. dr" j% � y 3_QI ��'�D N� p 1 , h y g g ONTARIO CALI F 9176,t Bence of the Owne- or the Engineer. ' • ° ' - s DE TA /L B T14 -986- 5818 i -------- Down B O i N�r9i'1S rILF N0. Ab Sewah �� , ASST. ROAD C4NM!5 . E F R. SATE INDEX 14AP b CENERAL NOTES R I r Checked 8Y Q' Date 17 �¢ •`J � fi �j I era By �..�4_-9a RCE No. t110f �rf. � - f _ R�commfn 4 .• . � Z�1O< t F 1F'ASK REVISIONS APPR DATE UN N N R "DATE -- �-• • I�cc +• j • SHP& .-.�_ of 74-48 j PHASE I PHASE II - ESTIMATE Off' OUANT1 TIES ESTIMATE OF OUAAW TIES /TEM DEN^RIPTION QU4VT177 UNIT REMARKS I /TEM DFS CRIPTION QUANTI UNIT REMARKS y 1 . Site Preparation Lump Sum L.S. Incls. all removalsrelocat 1 . learing and Site Preparation Lump Sum L•S, Incl. Misc•Rewvals aRelocatims __�T _ __ _-. xcavation ung 29, 8 C.Y. Incl. On-Site Gradin 2. Excavation and Grading Lump Sum L.S. Incls. all exported material 3. 0•so ' ccAss � -As 6 BASE 6906 ,F. 3. 0.8 Thick Class II Agg. Base 2,810 S.F. 4 4• 0.25" A.C. PAVEMENT• 8906 A ___ 4. 0.45' Thick Class II Agg. Base 31,820 S.F. ;� 1 5• o• n' A C. PAVEMENT oN o.33 ctAssa AGG 6u+sE 9,840S.F. (Private) 5. 0.35' Thick Class II Agg. Base 12,750. S.F. 41 J Dike 551 L.F. 6. 0.25' Thickness Asphaltic Concrete 2,810 S.F. 7. C.C. Curb & Gutter - 8" C.F. 2, 152 L.F. r 7. 0.2G' Thickness Asphaltic Concrete 44,570 S.F. � uut.ter (Drive-fiver a�yat� P.C.C. Curb 8 Gutter 8" C.F. 2,854 L.F. Curb61Gutter " .F. 157L.F. 1G. P.C.C. Curb Only 83G L.F. Includes Returns Inc/odes.Ram fives ndi cv cd _ s , Gr2 veway r s w ere -�idewal /2 550 Qc,_rc P PP � � !l . P.C.C. Sidewalk 16 422 S.F. _12- •dewal _ 12. P.C.C. Drivewa 36.60G S.F. �, .1 P . Driveway Aprons 612S.F. s Cross Gutter 8 Spandrel 430S.F. tec-ti ve Swr P.C.C. utter 5L.F. _16C GA1A,01"a A'ul,v n , P. . Protective Swale 1.290 L.F. _ i�ra owndrain 8 .F " IMPROVEMENTS -�-oj IS brooks Produr#c Ne_ 2424-Catch-Basin 6acin Traf I 18. P.C.C. Slopedrain 543 L.F. u ? 7 ; . _ 19. tandard Storm Drain Cleanout 1 Each i 19. Yard Drain 7 Each 20. tandard "Outlet" Catch Basin 1 Each �- 26. Retaining Wall with P.C.C. Gutter 40 L.F. - 21 . tandard Catch sin Y 2 Each 21 . Retaining Wall 844 L.F. ,. RIW LINE 22. tandard Local Depression 3 Each 22. Street Name Signs 1 Each �j� R-5.5 23. 4" C.S.P. 446 L.F. Incl. Fittin s 23. Street Stop Signs I Each R=20'f 8" C.S.P. 5 .F• ncl. Fittings _ t 24. P.C.C. Headwall 1 Each Per Std. 209A P 45 LF_ Incl. Fittin s P • 5. P.C.C. Grouted Connection to Exist. C.S.P. I _.�3� t� � Each � " . Ioc . • - ._ 9. 24" C.S.P. 14 Ga. " A.B.S. 11 L.F. Private ` 476L.F. - • 7 Standard Catch Basin ach Per Std. 206 •rs..tlared_End erection ach _ + � : t 28. Standard Storm Drain Cleanout 2 Each er Std. 20$ or,_ steel-• ume ! Each orated-Conn,_1ion� Exist• Pipe 1 ach � � 29. Local Depression 6 Each Per Std_ 2033 # ; Doted RoGr?er9�Qsspator _ S.F. G. Adjust Manholes to Grade ach ' (SIDEWALK RAMP PER routed Rock Energy Dissipator ach Private 31 . Adiust CCleanouts to Grade 7 Each Public 8 Private in paved area = ;f STD. 110 :1939 lust lNartholesQ�rade_ 4 Each • at DETAIL " D" 36 _0.20' A-C, PAI/EMENT_ 2389 S.F r 37 0.45' CcA55 -Zr A06 aAse- /4/39 S F 38 0-35' C[I1.5s II ASG BRSE. /5 25o S.F • c V-., i."- .r..-- .:1.• a..e_•.'.._.x ;...!M- +.",._r:v. c.:. ,tom - f'.. T.- ._ - .. . .. .,,.. UP•.. e. .., ..i- .. e_ _ --r , ._ J:.a.-.,.. . ....� .. ... .. i •..,.� ., a • s . . . . a S. • + - y ` SIG�1P'ALK ITHRr � 7F .ITER SYSTEM D. 110 ir.,..k _ .�.s :.«.nlr. •t.µ..•.•�.�r,6... •. ,.}.....y-_.••iY+;a:T....6"M L"`•ii'iq_,.-� '�• s•h •' - ASE STD. _ 41 - ESTIMATE Off" OUAMTI TIEs 1�=� /TEM OEWRIPTION U44T! UNIT_ REMARKS SIDEWALK RaNP � � - � ZWROVEMElYfS Q -- --- L - U 1 8" Water M L.F. ain Incl. PER STD. JJO �� -- W I 2. 6 ater Main nc • fittings Cast cis- � ! CRT R� � 3. 6" Water Main t } QpOSeS of tril i ---- RAV LINE 4. 6" Fire Hy nt Assembly ac ncl-. ate ave, o�Latera s . . '�h` R--5-51 h B 5. 8" Gate Valves 3 Each Incl. Valve Box R' 6. 6" Gate Valves Each Incl. Valve Box " Ta ing Valve 8 Wet Tap Connection 2 Each Incl. Valve Box R--201 � • -- • 8. 4" Flex. Coupling to exist. 4" Main 1 Each Incl. 8" x 4" Reducer t - - 2" Blow-off Assembly 1 Each J Q. " Service Connections 3 Each PRIVATE . I IMPROVEhENTS SIVEWA K RNP 11- " ery ceeonnections 3o Each PER STD• Il0 L y' Misc. Work to abandoned Exist. 4" Mains S1JI1L i 4 e_9oxes Grade_ 1 Each- t' L F c' t3ETA Il "A" _ DEl'A1L "8". , DETAIL• "C" SIDEWALK DETAILS SCALE: 1"=101 ; P rF 527NoFIELD BOOK REF, COUNTY OF SAN BERNARDINO N1_ASSOCIATED ENGINEERS IMPROVEMENt PLANS-- ROAD DEPARTMENTun . REVISE PHASE r &uR)vr1T/C5.316 EAST E STREET TRACT NO• 8884 © ADDBD GET4/L ••o" 1(•23 NO. ONTARIO, CALIF•, 91764 -_-'_� - - Designed By APPOVE1) @Y 714-986-5818 Drown B O, • -� QUANTITIES .• Checked By Q ASST ROAD COMM iS,: _NER-ENGR. DATE t� ." L"UCAMONGA DISTRICT 8 I Recommended By _ v # ' -��' `^ " 1J�- " LAR REVISIONS PPR DATE COUNTY ENGINFER D iT ' RCE t//Of DAT E sm>FET _--.2_ of --e- 11 . , . 1111 } . - • 1111 ...��,.I 1111 11 11,1111... 11:111,... 11 11..: 11 11 1111.. 1111. 1111 1111... 1111....1111. 11111111 1111 11 11..1111. 11 11 .-. 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CURB TO F/T EX/ST/NG -5UR/-7cr _-- _ _ - _ TYP/CAL SECT/d/V- VALGE' VISTA A�">t ��(� � N � r)' FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W.0. N0. -5CALE5. NOR/Z /"=/o,; VE,� /"-4' �/� .. ,,t „ EIC � r ; moo ,sT,P�c->�2,9� S,---T1a� PC « = n R 0 A D D E P A R T M E N T I 3{ ? I' la�T [. F T ® 4t3EB d4fs4!�F oN �L[.E cAR/'"IECSNT•3� Fl u' TRACT NO. 888`T ROAD NO. - _ CANT ARIOt CAL-I F, 917 6 4 DESIGNED APPROVED BY l 714 -9F f,` 918 DRAWN �Q(ta a�l a�I _ UU--� ` a CHECKED . t.�tTA r JLC. iG. � � ASST. RD. COMMISSIONER DATE {O DIM y �e # . r 41Z /��s�/i� RECOMMENDED BY [YIUfYGA U1J 1 R LT _ 4,�� `r)* f$ MARK REVISIONS APPR. DATE CHIEF DESIGN ENGINEER COUNTY ENGINEER DATE SHEET OF B . . C , v , Q2 _ Y.P. 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CURB ¢' GUTTER PER �o t7J,Pg.PETU,tV �, � C[/.ta CURE 0.477* R=2o'd=8932 42" iC UT& I Ae' CON,S7'I'.f✓OElY.•ILA' PE.P 3T0. /09 'TYPE L` L 202.aa' 7"-//7.97' CZA" MlIeVE DATA j • R=/zs' d=to°oma"sa' CVA 45 CURVE 0.4TA f' .P=/Ge' L9d./G' T-50.5Z' SCALE RAW 'J°C• �` .90• , �. t a * /z' /B' S,5' /2. //it4X. Ct/l OX j/1L S/o A W evr oRA7LL E: _910AC CA-6 GFAO/NG PLAN --- •'` ' C"c F as o.50 3L rFf SLoPf(SEE GRItO/NG PLANJ � F , O.G6 LL. _NC j ` FIELD BOOK Ei�- COU 1' UI SAN F ��RD! t N'i Pa '1C `O �F _ _ I M V�: h N�1 PLANS { �,A�� T -� � _ ---- , ROAD DEPA TC ENT CONST s/DEfv/Ilk _.O.4S'11� 1 15' yGG, B�.S� �� ,9v0 �PAG SCAT/v�v �, C t� p c C TRACT tA� [/``��fi1`` T1ST1( /T1�LA1 PEit sTD. /09 TYPFG'" ,t/ST. �� 31 6 EAST E S R E` E T I Q REV/SED GRADES S7A. 9t53_C5 To t(•2; 1 f �k 1'� 4* 1 � s V V V 1 fj,');.r) NO. ' CONJT CUTB GUTTE,P PE,e STD.//5 _5TA. /�t42.5' _ _ • 3T0./09 TYPE G ' ON1 Ak10, CA!_ i F, 9176 4 - - - , DDED CULVERTS AT STA. 9tB5.52if I l►2; f --" . DDC0 PRE-CA5r CATCH DAS/N DCrA/L a C�►Ct�n ��� � r 71 `9 3C E 19 ® ',vorEs Ar CATCH BASIS Yt �_ -- �'�"` _ "��'�r a ', CALLE CARABE r ,. .SC.4LE5� HOR/L. /"-/O' ; VE.QT /"=4 � tF J- I n - E - A ICT �?f4 _fir Gl /11 _._ .. � fe /y� • _. AN►ONG DISTR ,. �� ; amens►at�4 !21Z 7174 A-P� .,! L €_= f E _Y 3►;_ 1 t T ___ _ x 4