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HomeMy WebLinkAbout539 THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED BY AND ARE THIS CERTIFIES THAT IN SEPTEMBER, 1.975 l PREPARED THE PLANS Of DOMESTIC WATER SYSTEM ESTIMATE OF QUANTITIES HEREBY APPROVED BY THE CUCAMONGA COUNTY WATER DISTRICT AND THIS COMPANY IS WILLING FOR TRACT NO. 8962. AND THEY MET THE REQUIREMENTS OF THE CALIFORNIA SECTION OF THE ` AND ABLE TO SUPPLY WATER TO EVERY LOT IN THIS TRACT IN ACCORDANCE WITH THE PURE AMERICAN WATER WORKS ASSOCIATION STANDARDS AND THE SAN BERNARDINO COUNTY STANDARDS DF.SL''R/PT/0/V GOVT !/Al/T REMARKS LAWS OF THE STATE OF CALIFORNIA. OF MI NIMUMDREQUIREMENTS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF FOR 1 Clearing and Site Preparation Lump Sum L.S. Incl. all removals not itemize ' STIC USE. NIL L J ID ROADle S D THE DISTRIBUTION SYSTEM AND TRANSMI SS I DN MAIN AT THE POINT OF SUPPLY TO THIS TRACT WILSON 2. Excavation and GLSL.S. SIGNED ASSISTANT GENERAL MA AGER DATE ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE WITH SECTION on Grading um L. See Grading Plan 521 OF THE ABOVE NOTED STANDARDS. AVENUE 3. A.C. Pavement Removal 150 S.F. - . �[SOAl W FIRE PROTECTION SYSTEM APPROVED: 4. 12" P.C.C. Curb Only Removal 1220 L.F. V.~ AVE. ]. �•Z�- 7�i 4a. Construct P.C.C. Curb 8 Gutter-(8" to I!"± C.F. Varianc /70 L.F. G Q Q REGISTERED CIVIL ENGINEER NO. 21104 DATE 7 TRAC s/T I E MARSHAL FOOTHILL FIRE DISTRICT 5• Construct P.C.C. Curt Gutter - 8" C.F. 331 L.F. Per Std. No. 1.15 ' 6. Construct P.C.C. Curb 8 Gutter - 12" C.F. 1,219 L.F. See Detail "B" Sheet 4 ANA 0 g_ 7. Construct P.C.C. Curb 8 Gutter 8" to 6" C.F. Variance 63 L.F. Q WATER SYSTEM NOTES 8. Construct P.C.C. Curb 8 Gutter (6" C.F. 900 L.F. Per. Std. No. 116 v � 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF TRE CtTCAMONGA COUNTY MATER DISTRICT. � p0� Construct P.C.C. Cross Gutter & Spandrel 519 S.F. Per Std. No. 119 Q 2 W J W 2. ALL MATER ►NUNS SHALL BE INSTALLED WITH 30" WIN. COVER AND SHALL BE FLUSHED AMD DISINFECTED PER A.W.W.A. STANDARDS, PRIOR TO USE. 1k/ 10. Construct P.C.C. Curb Only - 8" C.F. 63 L.F. Residential P.C.C. Driveway Q Q 3. THE STATIC WATER PRESSURE 13 125 P.S.I. / 11, y Approaches (22" Wide) 5144 S.F. Per Std. No. 128 - Alternate V !9�' S T 4. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION Of PAVING. / I 1 dl Trail P.C.C. Driveway ch Wide) - Alternate " S. FIRE HYDRANT INSTALLATIONS SHALL CONFORM TO STANDARD DRAWINGS OF THE ROAD DEPT. STD. EPECIFiCAT1011S. / L' I� I Remove Street End Barricade 2 Each 6. ALL WATER MAINS TO BE CEMENT MORTAR-LINED AND WRAPPED STEEL PIPE. (6" PIPE TO BE NO. 12 GA., 1!" PIPE TO BE 10 GA.) Rt{ I 'LLL I 14. Remove 2 - Rows of Eucalyptus Trees Lin Sum L.S. Care V iciIV TY Mor ��IB� I 0 15• Adjust Manhole to Grade 9 Each 'Lil 3 �00 �_ 16.. Construct 6' High Conc. Block Wall Carnelian S . - No Scale - LEGEND _ / E N 9 100 •` 17. n stall Street Name Sign 2 Fnd-h Par- St,4 No W3 R JOA INDICATES STEEL PIPE, CEMENT MORTAR LINED AND W"APPED WITH "-LB. FELT. � /' � � � 0� �/� .c � 18. Construct Erosion InhibitingSwale 109 L.F.` /0 INDICATES EXISTING MATER MAIN. 19. Construct 0.25' Thick A.C. Pavement -Includes Slope 11380 S.F. arne _Pavim Per Section C 49 INDICATES GATE VALVE WITH VALVE BOX ASSEMBLY. � `r � � IAV o Construct 0.20' Thick A.C. Pavement 79126 S.F. �- 11MICATES FIRE HYDRANT ASSEMBLY (6" x 4" x 2 112"). �� • A, ' O Relocate Street Sin I Each Carnelian Street .I 1 �---- INDICATES 1" WATER SERVICE CONNECTION. / 9� Adjust F-gist Valve fn r7radp I Each Carnelian Strppt LOWDFF ASSEMBLY. --�1� ) 'b� 5000 INDICATES 2 B �1 �- ! � � • y, / I W b S /ns a// 6 it o , N l Ga/e /vC 6 g �Ig fil b\0 "Or I °Pe G,r / o /3 ��� �� e� , / 35.39' P Cons frvc f oll U) 35cP Wafer- Main 6j r /� ro. 11 �� 14 8 8 ���' 1� ,jam+, �'�� N 4� CARNELIAV ST. = 6. �,. �� s gA '�s '�' 5,��• .1, � BUGGY WHIP RD. = 5.0 �93 ' °'y �'p P> ® N P TROTTERS LANE = 5.o Remove exis tinnqq e" Exis tinq e" 15 G" �. / �0 3' _ - dished-head orfd in-39611/ Wote� �►�'ain •, • Q° �/ a �o o� o I NAPA AVENUE = 5.0 B"x 6" steel reduCer'� �� ,�� fill '� 5.00 7 rn •p r W dos /s fio` �• D E TAIL "A"' oo Cb�t 1 0 31-42 �' 6"' ` \ P51 25 IM Z C / 0 5 he 0 O /nsfal No 5Ca/e J � f�' �7 9 , \ R / Gafe 1/alVe - Q GENERAL NOTES-16 . , �• h• \2 // 1 , \ - J 1. ALL WORK SMALL BE DONE IN ACCORDANCE WITH THESE PLANS AND 5 5• }g � f � f - f I .5�6 a ti M THE CURRENT SAN BERNARDINO >rOUNTY STANDARDS AND SPECIFICATIONS. n A i � (I ` _ 1 3 4 11 x O Valve 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 & 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. o Ins fall Fine N�drryrrtl ('� Taj _ 203.67 S. ALL PIPELINES OR SUBSTRUCTURES OF ANY KINIr AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT ft- S} to Is 6 - ►n SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL • �� / / 9 3It ' BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. L 60 / / /l I ZO b 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS PAVING REPAIR A Q G R ND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND 41 t0 �Gr �� G �� I WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, A SHALL ;�' t c • Ci� } Q� r > ' o O AND SH L BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. Ir I l h' V rL�> �l C � = ` v S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL ('�,G �0 rJ 3 L`/ / `j � �'� 3 .5 'C� 2 h to I ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATION. BE REQUIRED IN ACCORDANCE WITH COUNTY Esc �1 - 50/ Ofi 1� / .� �3� leoVo� �� , / p � 2 O + 0 G � /� �/ / - S ' 200.0 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE � / jai j <N W 207 O9' tl SHOWN ON THESE PLANS. / 1 I 0 I ' 7. SHADING ON P C, '� O� / `. I rA O 1IID� G STREET LAMS INDICATES A.C. PAVEMENT TO BE INSTALLED. O o'V f 4 �` B. A PERMIT WILL FROM T BE REQUIRED ED FR THE A • � 2 ! � � 1 � / / � � � QU R SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR COIfSTRUCTION WITHIN C, ' I \ 3 6 V ( THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. ��I""""' / GO�iC, / ,�� 3 2 0- ` ' , i__, 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE MATER SYSTEM AND• ESTIMATE OF QUANTITIES. / ��� \ \2� -_`� 'll 6 ° I W 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. . 2 2 Inst e - 203.57 I I. LLQ .00 ©A, X3142 \ 1 \ , GOte Vow 4 I 11. 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 THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR 1r) it In 9 a eve • TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. At "' a' `� .37 al I� Fire 9 1d I 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL 'LOT, PRIOR TO PAVING. g' 16 VdIve 7L, w �° \ \C i � � -- 6, � o� inslalled� 2 h \ �gf°r line a /e�gg> ' Z�' "I 200.00' 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PER- cur d q' - on Ve P •38 e7 tt� I Z/� FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS Tnsf - 0{f i 1-0 R=?BBQ /air�l.3 k. ADMINISTRATION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8 100 _ 46.6 ` 210.16' 200.0 C� Q r � � I el�b , ,,� ag. � Q '� ` I � � 2 4. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD 3 4 3 CP / 2 V 1 ►Q1 � $ O t/ h o DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. 1 6799, o 1_0 3o p is R KO , Q I (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. C -, ' 38 I f B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT A i ( T SURF CING. F • `2 n - i 0.01 tt� I � 200 I 15. WN" ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE SUBGRADE SMALL EPA Maj � I BE PREPARED BY REMOVING /J �+ �p I ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A � � 24 P - - We I 20000, 200.00' ' QUALITY BETTER THAN THE NATIVE MATERIAL. IW - . Z 116 AT :FHE OPM4FTI" OF ROUGH GRADING, A MAT-FRIA66 REPORT AND ;4;r- PROstoggo Myg;gp4 Or-G;IQN @H46 OF ;9ip4I;:Fr4 ONE ;Mr- :FRAG:F-- c o n s f er7i _ 8� I f po 1 o i1 EoSen13=0� ' 0 29BE 81YEN WHEN AEL STRue:F�RA� ffe:FleM REQUIREMENTS HAVE BEEN MET.. N�L � I •, 0 39B»GV\ wo. 0/ I 17. APERMIT FROM THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT WILL BE REQUIRED 45 DAYS PRIOR TO ANY ENCROACHMENT OR Brid'�= 0� QI \ CONSTRUCTION WITHIN THE DISTRICT RIGHT-OF-WAY. -Ex. t"Service Connectrbn , Ito.Do' 876.00 ( Q I \ . a/wage .Pe ins /I ex. V bhow--Ofd I k Asselnb/y whereshown, and connect) 18 � existin Water Main R � .I 9 E x/s Nn? aS Wafer Mam , Cons'frucf / service connection fn exis!p0e ma • ESTIMATE OF OUANTI TIES See wa/er/v plans - I acl 896/for I 9f1 o/ AND INDEX A ,/� � ! 9SPECIAL NO'I'� FROMPRIVATE ENGINEER TO CONTRACTdR TEM DEWRIPTION QUANT UN/T REMARKS WQ TER SYSTEM I !wel ate valves. Contractor agrees that he shall assume sole and complete responsibility for job site tanditions during the course of construction of this Project, including safety of all persons 1 61' Wafnr Main 1213 L.F. Incl. tees and mise. fittings S C ale ' / =BD/ and property; that this requirement shall apply continuously apd not be limited to normal 2. EA. Incl. Valve Box working hours; and that the Contractor shall defend, indemnify and Hold the Owner and " Gate Valve the Engineer harmless from any and all liability, real or alleged, in connection with the 3. F' Hydrant A embl 2 EA. Incl. Valve Box performance of work on this Project, excepting for liability arising from the sole negli- 4. of the Owner or the Engineer. 1" Service-Connection 19 EA. _ _ I - " low Assembly 1 EA. Incl Valve Box Assembly Adjust Valve Boxes to rade. 3 EA• �S�1S� 7. Fire H drant AssemblyW/O 6" Gate Valve) 3 EA. , 21104 - ate • RCF, No. 2110µ Incl Valve Box if not Existin .- _ i 8. 1" y ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. o. No. EA. Bid onlyif not Existing MARK NO. ' A-243 316 EAST "E" STREET ROAD DEPARTMENT INCH TRACT NO. 8962 ROAD NO. Chiseled " v" at North End of N.E. Curb Return ONTARIO, CALIF, 91764 Designed By APPROVED BY Banyan and Carnelian Streets. 714-986- 5818 Drawn By WATER SYSTEM INDEX MAP at y 3I9��� ' ' FILE NO. Elevation: 1726.365 CI►.ck.e By /�/%7/ /IC��i ASST ROAD COMMISSION ENGR DATE G EN ERA L NOTES QUANTITIES Owe. No. 539 K/• iµ n. DELETE CZWERAL I.1CrrF- W12% Ko �$C �0 `I T R•con+m.need By R c E 1 D�- DATE MARK REVISIONS APPR DATE COUNTY MINTER - ALTA LO M A DISTRICT SHEET ] of 7 74-42-8 BENCH MARK A-243 , -Chiseled 'rO ►► at North End of N.E. Curt Return at Banyan ' I NJ ICU Carnelian Streets. , Elevationa r. 1726.36 -- < p 4m.325 � car b 671?o.y ce.I 1 f < 1 < , • 1 • V YC. !P/. 99. 96 LTOTAL= /68.65'on curb E .i f1 Q3 VC 70 V C. L'1� 8 25 4 VP. 9B •5 8 I l0G �-X! T SUPFACEV /. 9 962 } f Y 9 2 i V Ci .4T Alls�. - - - .- _ i , v �0 h n 1 n , 4 O :V M O � Md s e e ti i O O h h n A O O i Ott � h 2 a0 Q � m b a t a h � o a a � o ,• t� s h �. O ` < a t a1 * v1 �1 O O f I * � � � a� ti Di0 8 O 'h to b W �'_-0.60/ \ 4� /vORTH CUPB ti O n �. `� h , i?: s__o s•a Z0''� /ow/ice Q hff ' v I s=` n O 0 h O 4 a= o Yatiab/e curb 60- � p d w. i. . 05.38' . to / til ` i # ah curb [ate = 89.875'on curb ` TOP OF - l- I ul on ar • t , v NORTH CU,�B - 9 er 4 79 75 c I s. s=1o! . V,P. /. Z.73 i V /oiv/i�� ✓ - Yaal chi v t, _ -� /5 SU,QFAG'E .` 49 V. C. , i , � - � T i .ter ! . l Q � W � v a � � lc�- � , Q < W .rr I _ 9 V V ti , L /. -96.10 I . W h O 'v n o � h �o h r e �o O x 3 4c 4 Qf b b O l � b i a � O O � d h 0 � M n 0 h n M i i O 0 N , O a * h h � h S r � b � G hQ �0 0 ti h b M a� W � V W r O EX/ST. �sU fdCE O v Ali . �, � a0 b � b b � � (� h o { IV / .- \ A O O� �9 AT h O d i `� h ,� 0 O \ N. 0 ^ f//V/SH SU�P�A�eE IS) �VCJt! F : h _ _ _-o.boy T _ o t� WQ\ - s=-i�/yam A b �� ti O b O h + O i =!• tan. r. TaP OF EXIST. 8 b ,� : . q , 6` s= -D.60% •\ p O �� p , _ . . j _ �. 9/. � �jt/.4T P/PE • ... ► , O b ° Ae S. 6e i , s � � /w/sN sveF,a cE Ado rV e. - f!�'T =99.-5*? , AT tart 3133 lmn. r v 9 - - L�i nee /68,65 arr curb on curb �i DF U TH 1Ilk .SD CURS m ti V i W N U N , 4 i W h O O 00 c; 4 - (x� V Q O V O N 1 i , i � h O � O - N O V N t 4� N a I t b b � h n W o , O I h , o V b � h ,. o W M hi n O O � � � M � ri hai O � V 'h , t� to v5 O O ��� N pww i .xJUTH Cll�B p O O i s_ r o li o � 01 * t b f EX .�y U FdCE Q { O � � � h AT9 �. 61 S= b.6b,y , � 1 �. � � r. 40.57 t� = 05..#75 on evrb i O oo I on curb ITar d. • /79. 75' curb 5 .. /s s ,eF 1 EX U _ l QT s i t < : , i < < f t i i 1 9 t t , , x , < : I i t i t r t i } f i r , • i i i I 1 1 1 I , , : : Y r i ( , , < , 1 , I < i ! i H RI 111- 1 ! I i 7. -40' t 3 I I - . I CLE S SR L k, � 1.1-4 , 1 < , 1 , , { < i i 6 7 8 9 /O II l2 13 �- _ - 14 _ 15 _ 16 17 _ . /8 _ �9 20 , PLA N G• c ' SCALE I = 4d 23 �•a° k Curb Curb Curve Data- x 0 urve oo a: R = 40 ' d-241°34'28" fit( 22 Rz-W56 d --/5.5/'/x~ L = IQU 65' L = 67./P' 7- 33- 77 6 ad 2 ! o .o - urb 0m,h. lot N 28' b 20 xti°�c, /9 18 /7 /6 /5 I4 "� /O O o0 0: . G• /3 I2 curb // � sok Cury ro rade 32 9 G• Curb O �1 Da a: o� R - 40' °' 3p' X C1' CV C A=2570AS, 24 T s fs� Q• Curves Data - Consf P. C. Cross butler Consf• P. C.C. Cross Outter- O R_60' x �• , R 282 d 27#17"' C (� d-38. 422" c L=/79.95 �•�?? , a �9 ¢ L = /35.98' T=03, '�, I Per SfV No. //y ,( See per Std.�� No . //9, CSee �y L= 40.57' Q b a� Tie. 9 2 DETA/L A this Sheol) DETA/L A MIs sheet) a , 6000 j-.3 a 3¢ 9�. ' >>s, , T 2/.09 , O' °� ^ ^ 82, 84 18.41' .00' 95•/3 95.00 5.00 5. 95.GY7 95.00 1 ' 93.OD' 6l•0014 1 �5 39 9 t, so'croN.n 6')?` P_ ._ V/' / 97�g1 `30 •8= S°'C�own T�ansi ian / °1 �j �a Construct pC. C. Curb and GUtfer Der- N 51�0� /VO. 1/15 Trpn5dionr_r7l, p1 'r. � G � 99� C 45 40 ? p2� ^ 60 Crown /dn5/ ion rows D Trdnsifion G• l /c?oj h to s 51� Q � aoJus rnh. o grade ---- o\ jus M. fo ad us m.h. l0 90 5Z r _904e g �' / rade - ! !I /2 N 52°47'l6"E l3 rade /4 _ i5 rade - , 9ry i7 �3 02 - v e +� - s�. - F 25 o Exs f,�,t(v ,!� 6 S c� ty 9j ,o p, 3 hh 0 , a ;- b�>x Ex;sl. I ,,h o o^d,/u5/ in h. k� 9�D gh� °l�%h. 9y9de C o n s f r-u e f O.2Q f hi e kness� 'coy o A. C. �overnenf - , �� ,• W. �X�sf. B"wa .- mainfo rb Curve Dots=' 1� /2 40' S _ N onsf RC.C. Cvrb c� Qutfer per Sla! No. //5 N - - - - - - - -- - :, ons RC. curb on _� r p per R=621 d=47°37'/3'' �• 4044 2.50 3 � 95-00198. 90 35 3 02 93 � �b� 1 V' or� 43 z 00 2 3 . 0 163.00' / 9 L f 5 1.53' T=2 7.3G' Q�-' urb Curve Da to: �' Dt� / 3� , \ e turn -curb 1x " Data _ / "Im �\ Return �Consf P.C.C. Ori vewoy - ti Re prn 7D p{ $ Q• R - 3181 d 2 7 37 43 per Std. N- /28 (w/d?h O Data: e L'/53.34' T= 78.19' R=20 Doto: b+ � Curb 26 . d s , R=20• p 8 j ,Q tfernO fC Ab.�2 " ). O � .6 90' 310 / Curve *A �' T= 201 Q Ls39/c.¢2� q' Curb �� = b. �1� Ls3/.42 �' a" J �/ Q• O �(� T= pp� a�G e� �, o Retur�h X T= 20 +� R= 60' ?, / " 27 239 F/ Data: �O V _ 'h V ,� Ci ti � � � � � � � �o � d 38 44 22 � � �r �` ' , h 3 2 3 3 Clog 3 4 a= �' / ' /e 7 L ao.37 / / L=31.4 2 2 T 21.09' o� /8 2, O / ,� �a � T � ,�c� T= 20 R p �-7" /1/4,0 k. ' ^ See SRS L,4i1/E s'ee �S q � he e f 3 G G Y � l � R d A • D • � U W E 'euggy Whip Rbo� '.10' t'259 9o' (25'� Cons t F /,\ Cons f 12"( 7' /8' /8' /2' <7' x ,/o/nt joint \ h 5' _ : S/ r4• r B°C.F. •33' Leve/ Line Const joint �` N s10 e •50' 0.66' 8 C.F. y----- -3.0°• ASSOCIATED ENGINEEF�S FIELD BOOK REF. COUNT Y Of SAN BERNARDINU IM�F�OVEMEN� ALAN S "' u Nlu 3 Const P. c�� Curb I and Outer per LConst 0.20' T eB• -Const P. C.C. Curb 316 EAST ��E" STREET ROAD DEPARTMENT std. !vI //5 Type and Gutter ,ger TRACT NO. 8962 ROAD NO. s, A.C. Povem,957- Std N° //5 ONTARIO CALIF. 91764 AP{'r;OVED BY Designed By (Cross Gutfer� 714-986- 5818 Drown B � '�o�/�(o � v •� � � �H I P R 0 A D FOIE N0. �' , �l �/ TYPICAL 5 E C T�Cw � � a' ,�� W�.N� . DETAIL u^ Checked By r�c[" / %1� ASST ROAD COMMISSi .ER ENGR DATE 539 r f"'� W tl�- a v A"0V n S1VX RAL SECTIOR ey ,6 Recommended By ALTA LOMA A IS T R I oT S c a l e : 1 4 Scales:a l e s: Hori xL. /"=/o',- Ver t. /p = 4' _ - _ _ � RCE• 2��04 DATE MARK REVISIONS APF'R DATE OUNTY NG N .-R "67If� SHEET Of 74-42-8 0,5 od''� y =— BENCH MARK A-243 • e Chiseled• r � j o at North End 'of i 1 , t f f N.E. � Cab Return { at Ban n s < . < . . /- , < , • r : � S / � \ fo B hand Carnelian Streets. FX/ST. ,SURFACE 0f\t\ � 1 n J . — .4r W. ti , I V > \ 4 0( Elevation: 1726. >�. � 36 �j\h i h I Z h f 1 t 4 I �0 Q 4f e h d { . W r 53 I O A. y f S •\ 1 1 O I j t 1 Q n U h 4i h - �1 h of 1 a 0 , 0 , � \ h h , ars y v \ b V Q 6� able CvrtS f' �xrsr' ev��z'�` , 1 h a y e 8 . � . r � 3 F i h a y r i pp o 1770 if v0 TOP O,�'H/EST \ '4i W O ° o I I I .2B !. refurn Q CU n T , 0 =55. h ; 4 0 5 . , : ff V.P. 87 � < V1 I l O. n e� ! ets f / D r6 B , r .P t h , OF XrEST r _ A T Al � Td t _ b W J/ cveB ,e - b a s n . W 4 f LD I 4 F 4 i r \ F i S { A w `\ •\ 0 t L ,n a 1 i V f EXI b ACF I 1 s'i- su F , : r I i m i k 3 o { : � 1 f h h •� 1 : A l . I I ! 1 t J n \ t \ \ i 4 r J F,C' 3Z�r�fdC'f b h t ao i V \ h N b i _ 1 O ti \ i n \ T ti t M op O b i \ V ! M f { W 4 \ Z4 a . I , , ; . N 47' � t x c+ tq f � 0 b . 1 � � � -ice V r V 770.00 , 0tN > 0 � 4 X79 •,o i Q . j. V.C. V P , V -95.5 w M /. 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R/v✓ /2' /8' ' Slo Level L ine 'o O�, ' •33' 0.49' 0.27' PCF S/ 4" deg G Const. P.C.C. Curb andel " -3.%_ - ASSOCIATED ENGINEERS FIELD ©aK REF, couNl Y of SAN �EF�N�RUINQ IMPROVEMENI FLANS W. a "�' r butter per Std. No.//6_- y —Const PCC Curb ons 316 EAST "E" STREET ROAD DEPARTMENT ENT TRACT N0. 896 2 ROAD NO ® Const" 0.20 Tj�/pe B A.C. Povemen/ -�e7�' Ovtter Amer Std. No. //5 ONTARIO CALIF. 91764 Gem— AF't':oVe BY NAPA AVENUE � Designed By _- TYplCAL S � CTI �N 714-986- 5818 Drawn By ,1g� a �� Chocked-By .' _ _ ASST ROAD COMMiSSiO ENGR DATE TROTTERS LANE FILE NO. Seo/es Noxi / s io Ver / = 4 �w . No. {• , e. , AOaEb APP�vED STRUCTURAl5ECT10N G '� 1C Recommended By JV_A PA AVENUE t$ TROTTERS L A At—= CE 21104 -DATE-- MARK REVISIONS APPR DATE COUNTY N N R -� ALTA L O M A DISTRICT SHEET �3- of R 74-42-6 ti . . i ` f 1 I : : I . � I I : I � � � . I : I I ; ; - I I � � i I# mp I 1 d a0 - , . ENCMARK' a H - I - x % - : _ I I A 243 1 O 0 0 7 { � , � � , , * . 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I , , .1 EX�S fil7 , U ra,e�e ¢. x ♦ < I , �• I { 9 t - , € - } 1 �' r _ EX/S lain face S I 9 v cs , `! 4 { I { (} i 1 I , 1 ! f 4 . x , i - i { }I( 1 1 , t e r , t t ; f < s { , , x ,.. j3 a t{ 2 � . - ! fi , , , I a{i t k I ! 1 - - - 1 4 I f I t i i I 1 , , , i 1 i I x I c , : e , , i e • i e , , c i 1 }} • a - i . - < - - R 1 !! 1 f � J ! 1 , t ♦ • c , , I s , , < : t ` , , , RQ �' ���0 i ; : �V R� i 0 . pp V k _ - 1 w . _ - < 1 , . ♦ M t , . _ I y < h - + - - I i I r - " - _ - F I • - , . t : 1 , ♦ . , t i : s + , , : - : , _ t 1 : } : < - - C 1I , I . 7 < - € y i - _ , i i { , e I , i r r f , , - .j. < , a. t a • I a , ' 1 , , I < - i - a } y y i i f I I r i 3` F I p > , < - • I I • < . , I . < t i , r i : , j I I t , t : 1 , , _ I I I , I ! } ,. : , I „ x < I , I I r t , . � : • t 1 , . I I I - F , : : : , , • x , _ _ _ _. _ _ ; {{ ,. , - 1 . � . I I I - , � ! - - PROFILE I I . � : I : : . I I � i I : - . � * ! I � — — — � � I i, - _ - !. i< - I I ; ; . : ; , t _. ; . . I i< 1 i i . . . III . t , i I c i �, . : : : : i • i (f � t I ; 1 ` - . I ! i i � - - t i - Z urg 1 1 a SCALES { pkT 1 VE I -4 { `r r r r � i , , , t i I E 7 8 9 ID /l 12 13 !4 /5 , . PLAN 'SCALE 1 = 40' . n� �,rCurb L ine % • -,O-% -- 6" I 3"' i5" • ty ( Cb /2" Radius b+ >< . . ,� b 0 _ Outfer Cine ,S • . � Cons! block war/ `0 0� < per fyP sccfio . • ;!' Radius -. Ndivs � � G' - In . _ \ G. c- r Q' -Ff. Bridle Trai l Easement Pro t e C t 2- rows o �Q ave row o�• '; No f e s . �hry 6 ono' J•_ _ _ J __ / Eucoohtus Trees � ca/ us Trees ' . �xoansion;oin defai/ �>r,sFblo�k` �- , , —�° I ,orr sId ho. i�5 aP�o/y. wa// 100.00 /00.00 /00 00 /00 00' /00 M 7 7.00 00 �' Z [S l-Z_. — —T- ." [-Z S T- c . i 1 r, !-- I-1-_S)-�T�- Y.-i i i L T -,i-.f ..t i f-.,-2,'>"i-T"t-i- - TT-.— T �T'r�--,--r — - Tr.— 1 .-1 I .TTr Z"TZ-T-I'f-:T - _ _ _ _ __ __ z,,. .! ., ,Tz �r r, r. z_r 42 TC C� fouce+ d-- -- -- - - -- - - -- -- „,�. --- — TTz r - .-- - -- - -- - - - - _- -- Z='' - - _- — _---=--- a 3 . 5 p L24" r T=TT _____ --,-> �, rt,,. _ ,Tz.=rTnt �. _� �, >� r ,� � ;�•�9 _ • _ •, _ 1 v�.� nuc. fre e rows d v-���a.,d rvrKe t + D E T A / L "� J8 , •?s Pro+ec+ frowes �•-c `9° ' v ons ruc r Out-ter r er DE-TA/L M ., /s e e (.�E,' �� �,o�� �.'�.�..,.�.�•� 4 to -- 1,0 — - I - 1. -- -- -• - _ - ,r Exis rna 41, as -/n -- - - Y -- -- y� �T ° TYPICAL CURB AND GUTTER _ t ~I i b --� -N Existing l2"P.C.C. Curb On! o �� _- Jvs ers . va ve �y - .� _ b N 6 40 W _ ,l1 Exis ting A.C. Pavement 4/� _ 1-dde l3 _ 0i _ `O C Or• CQ RAIE- L /Q N S TRE E T iPemove ex P.C.� curb on/y,(frnm Sto. 7�60tfo Sto./9f80 ) I over P c.c Roodwoy Construct 2't wide A•G Ae&Aer over e . Pav-*t, 6-jP. v % NO Sc ale __ t I I P'N. c ? Remove ex. A.C. Pavement "«�"° LCons fruc t 0.25' thickness A.C. Po vemenf Valve + .1 i (U - 4 and slope Paving I 0W-3P ¢ ¢ o s.P p O V h . WS-P y . zers.R C - , A I ! R/w Cornelibn 3b-ee t �a� V � . / � � I IR 44' 33 ' ' 0(� x - � R _t1 32 ' ; C o ' $ : Consfruc/ C'high �� 22' 02, x 10 i v "* 4 concrele block wa// 6 12. 3't12.3 " t- a % k � - per slol no. _fO/ a block ,,hall be 6 I Exis tin Remove , x/stin9 .' C A R N E L ` A N S T P E E arMen eo%r- � ground 9 P.ro curb any. y � Surface (from 5*. 7+601 & . . ,SPec r f i ca/l y no f Stn. 19-o-80 t) 6� 5 • , pornk> �l 2"CF Future finis ed surface. _t _ Ex is tin A. C. over \ I q9 I \ (-construct 2'f wide PC.C. Pbvement . Cons+vct curb and yutfer 1 A.0 Feather over per Detail "8" this sheet-- ) existing A.C. pov,l . 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