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HomeMy WebLinkAbout545t � _ - ,,: ,.. -. -... K ,,.,..,...._ w-.-�.�--,•.- : ter.-,.,. _.�;r_._ _i ly01 ) .%. g BENCH MARK - -arm _. RIPTI ON_ �. U141/7 lf 1. Clearing 4 Site Preparation Lv r►p Sum �•$, INCL..MISC. REMOVALS & TREE TOPPING Son Bernardino B.M. #243 I 6 xcavation-$_..Grading [��, sum .__ . _..._... _.� ii �� ;. P LcS, SEE GRADING PLAN . N.E. Curb - I .21 _Thick -A.C.. Pavement 1lype B)_ /z2, ?74 S. F. Return of Banyan & Carnelian. --- Elevation 1726.36 I 1 " P.C.C. Curb .6 Gutter ell L.F. PER DETAIL SHEET CONST. B.M. - ►' 7,zS9 R P I Drive Na i I in Chis "o" North Curb b Only __J_Returns) Z45 L.F. W Return o f Puma I o & Sapphire. latter bi Spandrel /B2B _ P R 4TD.-11-1_ 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 ti W E I eva t i on 1828.19 eet Atame- ansS i4 achqan STD }ust_M H.__ta Grade Each CLUQES M.H.,S_U_SAPPHIRE s I-3LZoncrete. Black Nal? -W -Block 9 .F PFR sm.. sQL� Inst 1 3 -Fir Hydrant Assemblies def 3 iveway Approach -----.......4/ >; sTQ. t2�_rr-22 t_2 6" Water Mai � .G._Pavement Removal i4�o PPHIRE STREET Install 5" Weld t3/2' a.93 4159/.139/.rs9/.rs9,.�3el�`e�+"__A.C_Like�2¢''T 0/' -'93.46R DETAILSHEE /z8t' ROSEeVO 9b.3r.' 29.E r __� lysate J,12'-- 1 Assembly ar�d Remove and n�.Sum DEET z- GARDEMI JA E E A/�' l STREET ConrreCt to existing Ir Main ge , ter Lina- -- - - - _ _ -�- - �'D2 zs.9o' o . - - -- - - ---- -- { (Wet Tap) and install 611 ` y Ay -T95' of c' Steel Nva g3.oi 14.90 s t5 e� �0>1 5nf� 33.27' 79.38. yL21' 9/.33' 9/.30' 9/.28' 9/.26' 9/25' 79./9' Tapping Valve /00. /oo.4z' /.je' /.67� � See Detail "A" I / ' yh° 90° C ction Install 2 Fire z� Hydrant A semblies Existing B" Water Main' IrrstalI =Fire 45 44 43 42 41 40 39 38 37 36 35 34 33 32 Hydrant Assembly v Install 2-6" Watei Line to be installed 07 Curve Gate Vales Pipe Lengt = 20' L Radius = 2 8' r A/Joint -0581,q"SCALE I"= 100 I v b 6" Water Main PUMALO ST. Water Line to be ' staIled on Curve GENERAL NOTES I Pipe Length = 20' 17 �2. 18 19 20 21 22 23 24 25 26 27 28 29 30 31 '� EX/st. FH sA Radius = 312' a _ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE N BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. /Joint = 3°410'24' Avg `tig 6" WaterMain I 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 and 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. X' Connection�� Install 3-6" Jh«� Install 3 - Fire. Hydrant Assemblies I 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN Gate Valves OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION, OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO X I Valve to Remain s. BE DONE, SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. � Closed 5.60 ' o�' 9b 3o' �' 9o.tL .t3' 6a r9' 3t� I �4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION ''�Sy• tt.er' 9v.ta' SEWER AND WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH �. z7oZ 3 1 % - _ COUNTY ORDINANCES. SUNFLOWER AVENUE --•- _-Connect t0 existing 8" Main S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY 3954'7858. (Wet Tap) and install 6" ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATIONS. 90.28' � 95 30' 91.29' ' 91.46' 97.25' 9/.25' 9/.z5' 9/.25' 91.25' 80.10' ,3/ Tapping Valve ^+ .� l 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR Install 6" Weld Cap 9731 d=/s4s'oo - ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE a.tT'o/'or sb.(8 43 fele See Detail "A►► � � Z SHOWN ON THESE PLANS. T Install 6" Gate Va ve 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. W Install 3 -Fire arra Ass Lies � tD V?` 9. A PERMIT WILL BE REQUIRED FROM THE SANBERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACRWNT OR CONSTRUCTION WITHIN THE r SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAYS. 16 15 14 13 12 11 10 9 e 7 -6 5 4 3 2 1 (� I 1 '�� . 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES.' PE 0- a. N a 3 I IPE 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. J 11. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE W 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 TO PAVING TO PERMIT SPOT CHECKING OF SUB -GRADE BY INSPECTION PERSONNEL. Ie 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING. I I 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING' ORIGINAL GROUND, AND ALL SUB -GRADES SHALL BE PER - >K FORMED AT NO COST TO SAN BERNARDINO COUNTY. $@LINTY �fiAiFBAft$ 9PEetfiCATt@N"s WTtO* t99 SMALL-IM-"P€RSEDEt; TO Rfka, -TttE- ta� RftATIVE e-OMPACTtWOT THE LAYER �� P€€T TO -t.5 FEET BELOW THE t,RAbl" PLA#E 3ftALt BE 90 PERCENT IN LIEU 9f TH-E 9.5 PLE"ENT e9MPACTtOH R€QtttR€D TO-* WNHtMWOF 2.5 FEET BLOW/ ff"Sff€D GRAff tit STATE STANDARD 3P€CtftCATtOH BfCTtOH t3-�S.94". A BANYAN STREET �� WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD WATER S AND I MAP + DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACINQ. lit. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDI" COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. Detail "A" (A) R -VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. HATER SYSTEM NOTES (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. I. The entire water system shall Conform to the Specifications and requirements of This certifies that in April, 1975, I prepared the plans of domestic water system for Tract No. 9002 15. WWEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING the Cucamonga County Water District. and they meet the requirements of the California Section of the American Water Works Association ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A 2. All water mains shall be installed with 30" min. cover and shall be flushed and - - Standards and the San Bernardino County Standards for minimum requirements for safe practice in the QUALITY BETTER THAN THE NATIVE MATERIAL. } disinfected per A.W.W.A. Standards, prior to use. production and distribution of water for domestic use. - T.J. (10 Year) SCHEDULE Is. AT THE COMPLETION OF ROUGH GRADING, A MAT-FRIAL9 Rt-P0;T- AND :N; PROPOSED STRUCTURAL ARTION OF SUBMITTED BY THE TRAGT 41016INERR TO THE SUSIDIVISIOM UCTION OF THE SAN BERNARDINO GOUNTY ROAD DEPARTMENT- FOR REVIEW AND ELVALVATION. APPROVAL WIL 3. The static water pressure is 105 p.s.i. The distribution system and transmission main at the point of supply to this Tract are adequate to Sapphire St. - 6.0 BE 6IVEN WHEN ALL STRUCTU41: g4*4 NT6 HAVE BEEP! MET. supply water to all sections of the Tract, in accordance with Section 5.21 of the above noted standards. Rosebud St. - 5.5 4. Legend: _ Sunflower Ave. 5.0 Indicates steel, cement lined, 40 Ib. felt wrapped pipe. A � C� t/ /�% Gardenia Ave. - 5.0 a CONS?r2uCT1oN moTe7s f-vR..STRc- rrl�rFs: - - - Indicates existing water main. - L r Registered Civil Engineer No. 24833 Date 1- ALL STRECrT7ZFES A�Ze 1-oB rpLA-Iq(i M Ilii ,.4CCC�' ANC!' Wt 1 Ft --s- Indicates 6" Gate Valve -- Indicates fire hydrant assembly (6" x 4" x 2 1/2"). p CITY 5TANDAR�t LAt4S. Indicates 1" water service connection to be installed. a• �RIM-ro T+tECo�v _IC�Ce/�NT0F�tY�LANTjNG,AN • This certifies that these plans and specifications have been reviewed by and are hereby approved by the ,4�t2oNoI.nlCsotLsRl:�oRi 511�LL�E-1^tXKNlsf-tED �Tff�CI'rj- -o Indicates 2" Blowoff Assembly. Cucamonga County Water District and this company is willing and able to supply water to every lot in IN5Pl'CTORI ANY LANLi5(AA L TDXICITIES cp, NUTRIt✓NT S. Fire hydrant installations shall conform to standard Brings of the Road Dept. this Tract in accordance with the Pure Water Laws of the State of California. _ . s 'D1✓FICI ENGES Mi4Y fZ EG2W'R�'�4•CK`ll LL SIL �nFN'DNt�ti-r.S, 115 Std. Specifications. ` f DETERMfNCP i3Y THE C4 Ty IN PECTOR. 6. All water mains to be cement mortar lined and wrapped steel pipe. - /i/% / 9 7s 711 = S. 41- L STR El:? rR EES /kR C S I4BJ ECT To I N SV MT-rO M .4NA 6" pipe to be 12 Ga. Signed Assit. Gen. Mgr. Date g _: kCC�Pr.�-NcEBY TrtEFNGINeer�1>.IC ptvlslol�. n d sections shall be tack welded. (Rosebud Street) o 7. All joints located i crave TRACT STRECTTRErSA-P,ETOt3ePLANTCDP1R�(t5UC,1�(��VEj�F1�T C", ���-Ns ac�LY, Fire Protection System Approved _ " Future Tract pLO d p. 3-21-"75 9003 9002 �� ... OF i s Foothill Fire District i = STREET ' STIM 1 OF 0UA,Vi1T1 45 /TEM Df 5r.R1)'? `ION ,� W1 UNIT R� SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 1. 6"v Water Main _ 35/� L.F. Includes Misc. Fittings Contractor agrees that he shall assume sole and complete responsibility for job site conditions duringthe course of construction of this Project, including safety of all persons . _ ___.. � g �y apping Valve lGonneetior_tcLB"Main 2 Each Includes Valve Box and property; that this requirement shall apply continuously and not be limited to normal wet AaQ___connectiorr working hours; and that the Contractor shall defend, indemnify and hold the Owner and Engineery liability, real or alleged, in connection with the4. = 6"_ -Gate _ Valve G Each Includes Valve Box � � �eforman eof workonthis aexcepting for liability arising from the sole ne li e Hydrant -Assembly /2 ch nclude.5 Valve.-Yalve Box BAM'AN STREET � Project, ty g g �' " ouse.Service Connection Go ch � - Bence of the Owner or the Engineer. just Mve Box .to Grade /e --Each--..Excludes Valves ,Sapphire S VICINITY MAP Scale: /11 = 500 i RCE No. 24838 FIELD BOOK RE F. COl►N1 Y OF SAN BE RN�F�[}INU ASSOCIATED ENGINEERS _ 1w :\,Uva N} _N ['L AN ROAD DEPARTMENT " " iL-��ned_o��f_genc�yl rp+e. � 316 EAST E STREET - TRACT NO. 9002 �±r�� n EEs o�ot �� •sic„� Y •vw r;(anc7 rva. .' ONTARIO, CALIF, 9176 4 - Des;oned By -- AE' ' `civ€:c� �Y Drown B ,Q�y INDEX MAP 1 714-986-5818 _ - C' - - GENERAL NOTES FI1.F O, � / Checked By ASST ROAC- C1)h/k'1SSt( ENGR DATE f AND ESTIMATE OF QUANTITIES I/�//A/ Recommended y ' MARK: REVISIONS APPR DATE COUNTY NGIN ER AT �. 241 c>e ALTA OMA ISTR stIEET __ I _, at _ 6 , 74 -ISA L } V , �• N r ✓�O VC. W _ P. / E[EK /92/ 47 FH F No; w, 5 y 5-- 2 6 �`"� E R - - �'{ _ a0 RE�r c;sr?F�' AF'>'�' ' DATE . m M % h N. hti % j O \ r COUN1 Y U SAN RE RNAKMNIO (/�] (}`�'•�� (/►] ��- �`j" ��'•'''` T ROAD 1 l V A D D E i f` � 1 \ TM I.e. N 1 _ ro 1 M � � � C� V E M E_ N � PLAN _ � �ti S TRACT NO. 9002 SAPPHIRE STREET ALTA LCMA DISTRICT _ QrflKr 8y — By ..G.IVO. Rgfory-endte 6, _..�_ - -- _ MSS R; G. rt . +'u { ' "• U� , Y N.: ►,� E R . � �V FH F No; w, 5 y 5-- 2 6 �`"� E R - - �'{ _ M A. K� RE�r c;sr?F�' AF'>'�' ' DATE j O \ Toa of H! Curb - -1 ' i •� Z a M d �. � tENCH MARK S. B. Co. 6. M. A243"Chis. N.E. Curb Retrn-n, Banyan and Carnelian Street, t3) Elev. 1726.36 CONSTRUCTION B. M. W'lu Drive na i I in Chis. "0" North Curb l et urn Ij of Pumalo Street and Sapphire Street. EIev. 1828.19 o 1860 r { i j F J { 1840 i L. A 1\4 SCALE = 40 - SEE SHEET 4 SEE SHEET 3 1 SUNFLOWER AVENUE 4 ROSEBUD STREET C A 1 31 3/8' l2' �? y.R 'b O x16 V V m xIn �. QJ Ca I .��, h � � � y. �� � N � /S'e/»ot� ¢'Se/ua9e .�"S7�C/ i✓C/C1' /inC �ro.» , to /3 r2S o^na' defi ver to SePPhi� C 4. e Mutual WetcrCo. �f S/40 N. SaP,ohire' Street, � �' ►� Com'Ormow,,91, A/ta Lomd. N '. h ; �r `S2d� APBtremas !n 6e �. j to' /J.�• 3G' �� 3�m �' % /.79.P0 ' ,ConstOrn�+wayper S><d. /28 (wStz'i J99.37' FN �� f t�� r � � � � � � _ —L _ �o�sl<ruct 8"" PC. C. Curb �` y� �r er �'fd. �(/� //✓" © �" �r L� � • -- B %\j Rerno✓e Exisfin '(� �� 4L ����.�� 2'Mrn. feather 3 4as ZIWC Re.�ove Exist. Paverr�enf -IZ WfAnfo 6ee rlochro� j� r+60. 18 SAIPFIIRE SfHEET / 0+00 SiAVFLQVER AVENUE x SAPPHIRE_ 0 33' .�3 " /' //' / • //' Seiu cut c�i� f e�e . PUMALO STREET 'i PUM/LO STREET 'h I h Q� cutc%an vert et9e //.' Class .t6Pe 116"W-9• • f0 Fr yti Crnff,'r —LI Exist. ar Future Cntrsf. P.C.C. Ccry tkistfrtr Surrfac f2" Curb 8 Gutter ° ist. P.C.C. ' Future or Exist. Curb i Gutter per Std. !15 Existir� Surface 8 Gutter 8: ut ter per Detail CONSTPUCT 0.2 5' A.C.PAVEMENT � A �� F O C I AT E D ENGINEERS this s yen t . MIS 'PUCT 0,251 A.C. PA VE%'EENT QiF; N.a+�►.� ® __:� .'ON 316 � 316 EnST "E" STREET TYPICAL SECTION- SAPPHIRE STREET TYPICAL SECTION- SAPPHIRE STREET ONTARIO, 1 F, 917 4 STA 5*31.03 TO STA 7♦42.37 / STA 8.18.37 TO STA 15428.15 714 9F3Cj 5£81 10 - - 7-8-7t' -8 7S 24838 O+DO ROSEBUD STREET N• � Snsta// nribcen-d 1rr"FN Assemb/y � ,�, i .. eft aStation /3t?S. CBP 3"/ii�e to � the South. ,r R r ' * Co 3fl-u�'f 8"PC.C. C�r6 Gu�fer per 5W,(112 -115, Il8 I /r 3,"/�sce� main Remove e 8 I � F Yt"Re di�s 6 tester 5h1 Curb E/e vati.0n I I 9� "�o�ius Mo. //Salop y. of ter Lime N a Concn�fe eo' azvb/�fh/csf/y e4.. CURB DETAIL (12") (South of Sunflower Avenue Only) NL ti ConSt Drwewa Perato' F /6 A, ,oroX. Water Service /ocetion Tr'�m Sgt'Phire Mu fuel W6",4er Co. lin&. B' H� STREET NOTE:' Street ?i�bvement Plans foi• Tract 8266, Sheet 3 of 3, were used for reference. Reference Drawing Datum is 1.86' Above Datuem used for Tract 9002. FIELD BOOK Rm F. ! �(�'� / /noC�r f+@C! wgll herghf_-- _ ___-_-.____.__ -__ __ �1✓`+ 1o�`/%r. l Added S4rvc}urgl Sec -4 ori Vc 'Li4hs l © Removed block w411 .--___.___.—__ _ A _ - - - -- COUN1 Y U SAN RE RNAKMNIO (/�] (}`�'•�� (/►] ��- �`j" ��'•'''` T ROAD 1 l V A D D E i f` � 1 \ TM I.e. N 1 _ ro 1 M � � � C� V E M E_ N � PLAN _ � �ti S TRACT NO. 9002 SAPPHIRE STREET ALTA LCMA DISTRICT _ QrflKr 8y — By ..G.IVO. Rgfory-endte 6, _..�_ - -- _ MSS R; G. rt . +'u { ' "• U� , Y N.: ►,� E R . � �V FH F No; w, 5 y 5-- 2 6 �`"� E R - - �'{ _ M A. K� RE�r c;sr?F�' AF'>'�' ' DATE 74 -18-A Curve Data: tJ% R=500' A = 23'48'45 1'207.80' T- /05.42' (� R-.5001 A -1l °/7'14" L. 98.50' T- 49-41' 1650 -Top o!' N. Curb � ays car 41 4/4 41 41 At rIAV K. V0 Ale. a o : . k jj I�zy Q. C. 1850 .. ey low. ft ba 7o Tn Grades if P Y, 4,RK S.C. Co. R.M. W AM Chis. M.E. Curb Return, Banyan and Carnelian Street. Elev. 1726.36 CONSTRICTION B. M. Drive nail in Chis. "on North Curb /Meta! of Pumalo Street and Sapphire Street. EIev. 1828.19 1640 z 1 { a 1850 _ _ y n 1840 ZX' 15 , .Surfer LO e RI.W ao h b 9 ' b !+ V ^ OC 14 V• � �, b � � b ` Tin � 8 7 6 PLAN 5 4 3 2 1 0 SCALE I'=40' 51 52 53 54 55 V � /.q No r th Curb North Curb Q' Curve Data:Curve Da a: 0R=518'R=462' 0 A=1!•17'/4" d 23'48'45' L s 102.05'L 200.32 to T- 5//9 Ts /0/.53'40 /093, 93.4dP5' WU �IA�11 — 1p g 1C' �9�2 N 92.5g' /.67 91-33 South Curb South Curb Curve Data: Curve Data: R=518' R =482' d = 23°48'45" L-215.28 La 94.95' T=1092' T=47.63' 41 4 39 38 37 ROSEBUD 56 57 -Construct PC.C. Curb & Gufter per Std. /til° //5 AdJUsf /YI. // fo pCdo� N89°36`45"E Construct P. C C. Curb Gutter- per Std N9 //5 9/.30' 36 1 35 1 34 59 9/. 25 33 SAPPHIRE AVENUE See Sheet Z 60 v 33' 33' 2 2' Cu tbt -n nota= R: � +s d = 900//'45" o g0 7= 20.07' s 31.48' 12+78.82 SAPPHIRE STREET Tb F.�• ' d0.6d' N • -M//. —Const PC.C. Cross -- - 6u t ter per Std. N -Q //9 N 79. le' s e5 n 3 t 0 t0 - A s 8 9'48'/5" ^ ,� L 31.35 • 0 32 STREET FIELD BOOK R[ F. COUN Y Of S"AN E ERNARDINO AS�OCIAT� [� ENGINEERS.�. 316 EAST "E" STREET 0_;AddedSfrvc4vralSe_cfo„� � y,s ROAD DEPARTMENT ONTARin, CA! 1 F, 91764 714-986-5818 l - Drown checked B, r$5� .:«. c ,R U. i f.L•K� ((itW 2 MA;�K REvtS!0NS JAPM' DATE ooN C Y .N^ _ 4 iSATc 24838 IMPROVE ME NI PLANS TRACT N0. 9002 ROSEBUD STREET ALTA -.---LW _.._ D1S7Mr 7_ W J NO, ROAD NO i F LF NO. DWG. No..5 S�111'T �-3 __ or _ . 6 74-18-A 30' 30 4� Ile /P.5' 5 .55 /2.5 • /2' � Utp Cevt/ L�i�C WC. F Cors f. �occ. Curb � • Cor�Sfiz�f D, 20A. Na f; 0 C. Obvr.rser�f on o /ce. cu Consf. cul -be guf ler per sic/. //5 guf fer �r ,5'fd. //5 TYPICAL SECTION=- ROSEBUD" STREET SCALE : HOR 1Z. 1"= 10; VERT. 1" - 4' 56 57 -Construct PC.C. Curb & Gufter per Std. /til° //5 AdJUsf /YI. // fo pCdo� N89°36`45"E Construct P. C C. Curb Gutter- per Std N9 //5 9/.30' 36 1 35 1 34 59 9/. 25 33 SAPPHIRE AVENUE See Sheet Z 60 v 33' 33' 2 2' Cu tbt -n nota= R: � +s d = 900//'45" o g0 7= 20.07' s 31.48' 12+78.82 SAPPHIRE STREET Tb F.�• ' d0.6d' N • -M//. —Const PC.C. Cross -- - 6u t ter per Std. N -Q //9 N 79. le' s e5 n 3 t 0 t0 - A s 8 9'48'/5" ^ ,� L 31.35 • 0 32 STREET FIELD BOOK R[ F. COUN Y Of S"AN E ERNARDINO AS�OCIAT� [� ENGINEERS.�. 316 EAST "E" STREET 0_;AddedSfrvc4vralSe_cfo„� � y,s ROAD DEPARTMENT ONTARin, CA! 1 F, 91764 714-986-5818 l - Drown checked B, r$5� .:«. c ,R U. i f.L•K� ((itW 2 MA;�K REvtS!0NS JAPM' DATE ooN C Y .N^ _ 4 iSATc 24838 IMPROVE ME NI PLANS TRACT N0. 9002 ROSEBUD STREET ALTA -.---LW _.._ D1S7Mr 7_ W J NO, ROAD NO i F LF NO. DWG. No..5 S�111'T �-3 __ or _ . 6 74-18-A { "BENCH 9/. 25' E MA� .. i S.Y. Co. Y.M. # A24 his. '"Orr Curve Da o: N j A7/. E/&y PD. 3/ _ R=518*' Street. u 'OlAf 1¢ Do to: c rlev. 1726.36' i 441 141414 CON' L. /01.32' v &P NIr//V � 0. M. T - 9.9?, 7 6 5 4 Drive nail in Chis. "p" North Curb Ret 2 N. Curb of Pumlo Street and Sapplhire Street. � a V ti V n \ _ 1820 EIev. 1826.19 ' 4 97. 80 ' V C. 0 { F/ev /9. B/ z I P/. E,w. /( 8 r V �/¢ a/¢ d/* A/f g e v F 1\ f 1820 ! _ s r i t 21 I- Cv/'ve Do&: R- 500' A 2 /5'45'00" Lu/3744' T-69-16' R. =5002' 25" Ls97.80f T- 49.06 9 SUNFLOWER_ If 1 7 V 97. dd 101C //. 145:1-cre /9 07 % p , h Cons 1. P.cccurb /, Cons . ,a cc. curb / 9u f ler per std //5 ON Na+ive 0 gu / ler per sld //6 f TYPICAL SECTION —SUNFLOWER AVENUE SCALE: HORIZ. 1"- 10, VERT. I"- 4' { j i }-P R 0 Fl L HO11' 40 SCALES VERT 1" = 4' 5 PLA N 4 SCALE 1"= 40' 4L9 we. j j on curb j a�4 A4 / V % len. Gr•�e�t6'90�'._ � � h 0 . w 2 u 0 SAPPHIRE STREET . See Shee f Z "BENCH 9/. 25' E MA� .. i S.Y. Co. Y.M. # A24 his. '"Orr Curve Da o: N.E. Curb Return, Banyan and Carnelian 31.3/' R=518*' Street. ( b a� carb Do to: c rlev. 1726.36' i 441 141414 CON' L. /01.32' d=89W'2i � 0. M. T - 9.9?, 7 6 5 4 Drive nail in Chis. "p" North Curb Ret 2 I of Pumlo Street and Sapplhire Street. � a V ti V n \ _ 1820 EIev. 1826.19 ' 0 { z I P/. E,w. /( 8 r � e 1\ f 4L9 we. j j on curb j a�4 A4 / V % len. Gr•�e�t6'90�'._ � � h 0 . w 2 u 0 SAPPHIRE STREET . See Shee f Z 9/.25' 9/. 25' South Curb Curb a Curve Da o: Return N R=518*' Do to: c A=1112'25" �pf L. /01.32' d=89W'2i Ts 50.82' T - 9.9?, 7 6 5 4 3 2 I ASSOCIATED ENGINEERS 316 EAST "E" STREET ONTARIO, CAt_.I F, 91764 714-986-5818 24838 AVENUE. STRr0- BOTANICAL NRMC COMMM hlAM5 Mite. gRcw 5f,4Cluei me Q.1 SPACE Sunflower►ifv Plc�ca�rt5�Icati Q port46K'P(q"Tr- 8' 3Q'd, M1651- .451gtt. h 5 a� 44 j ! d ob • dc. h b L7 71 9 V GG' M^ �1f79'!!C. Transifn� a P/. E/�Y G./O fa le �, i M •.� �M 0b ' ►� h 9'Ph 41,m°/r�ha/4� f /. GO y T� 6iaac t f0.5pyg� k F • V } }1 j� 3V /'�'YC ftiibh Sr,-��rr _ b Q f?/ E/ev 3/.7� - -- b �J9 -'57 ! P . � 7. 37 ,BVI OIN) I ./ t Curve Data: - CGUN i Y ROAD OF SAN ESE' 1vA<)IN0PROVE DEP'ARTMENT - w 0 W', . 24 ¢2'03" A ROAD NO A = /3'39" F�� E I�Owt [' W6. 1V0. 1 s�`FE T o__5 _ of 6_ _. = L= /2/.62' Ips' s �i�6�' E L =/29.33' T-61-661 T= 65.69' Q _ A 30'48'07' © s 59'43" = d 2 58 L = /6128' L-306-90' T=82.64' T= 169.72' Q R=300' © R=300' .6-54001'46" d =83'4/'46" L-282.90' L = 438.23' T- 152.95' T= 268.68' w� 47 SCALE I"=40'! P� heed P 5 e 12' ao Re tv n 48 1a, Data: 3 }�-. 46,81023# " ✓ - - North Curb w 140 T=? 2P'' 49 T ICurve Da 'v, �, �, R = 318'ur� Nor th Curb Curve Dota: = /8"l2'/ Doto n a : ~ `t'� R=3/8' A= 52"34'09'1 L =/0% 03'2 R-20' L-291-77' T=/S7. D( ' s' r=50.94' a =6'41'06" �' 0 ? Const m L 45 T =30.26; �` pC MA/ fo9�g�e 6 12 ,pyo^ meq. 3 ® f er per Std. No 4.04= TAIL ~A 9ca,� .• /"_ �'• � 115 � F! 225 5 p, Construct PC,C. Curb 6Outterper Std. NV//5��� South Curb s► jw Curve Data: r f�G� R=318' C xg A s/6°48'04" L s 93.25' T=46.96' b b R o — Q•C' �a 17 or th Curb�J H. gr �>� South Curb Curve Data: Curve Do o: �' ��'� 44 R=282' 6 =83 4/'46" Cons f pRCC.RCC.v. R=262' �t )� r,� �� L=4//.94' 7=252.56' Cross Outter d 5401 � 46" G � 59 � � � ' N9 L 265.9 2' �, `cP�st. Driv 8gy R, 43 per Std. N- //9 �°v �', s b % T=143.78' OUB �� �, <w =��, c+ 61, RG. ; ; `� 0 s fi�e6t � o�g 5b Goy � d f MN fo�ra�e z 42 �o �a , A J �B 3 �V 17 O m 2 ' 91So u th Curb Curve Data: •� n R=318' d - 24°18' 17" curb b L,, /34.89' r=68.48' Data : 18 � 41 Curb d = 86 40 39 37" Return cm L = 30,25' Da% ti T=/8.87` •i L 8 V O ~ e=8i•24'49"'4. T =28.42' P 16 195 e.8e 5 AS�OCIAT�_ � EK1P_lNr ERS 316 EAST `k E." STREET ONTARIO, CALI F, 91764 714-9S6-5818 1 4178- n 24838 W 50 BENCH HARK S.B. Co. B.M. # A2& Chis'`. "Q" NX. Curb Return, Banyan and Carnelian Street, ti Elev. 1726.36 CONSTRUCTION B. M. Drive nail in Chis no" North Curb Return of Pumalo Street and Sapphire Street. EIev. 1828.19 1850 + i 1850 i � I I i 1 I ' 1850 _ a 60' oc �' .30' 5, 5' '1.51'1/P..5 3 W Lsva/ - li s/aPe o Consf. p.c.c. curb CONSTRUCT 0.20' A.C. PAVEMENT �Consf. p.cc. curb 9uIler per S/0' // ON Native © Suffer per sfd. //S 51 TYPICAL SECTION —ROSEBUD STREET SCALE: HOR I Z. I"= 10', STA 16+73.26 TO STA 13133.63 VERT. 1"-4' 1� Conaf. p.cc. curb I / CONSTRUCT 0.20' A.C. PAVEWIENT Cons f. p.c.c. curb I guffer per sfd. //5 ON No+ive Q Suffer per6ld. //5 TYPICAL SECTION — ROSEBUD STREET STA 8+96.40 TO STA 12+65.96 « STA17+40,,93,TO STA 18+28.90 SCALE: HORIZ. 1 = 10, VERT. $= = 4 FIELD BOOK RE I - CGUN i Y ROAD OF SAN ESE' 1vA<)IN0PROVE DEP'ARTMENT � t M M ENT PLAN TRACT NO. 9002 ROSEBUD STREET i�Tl1 LOM w 0 W', D ,Added S4rvc,4ural sec.+Ion 1�C i,2 4 ,s i _ ROAD NO Debi -ed By ` E; °roe Br _ ,1��s cne�k�� ey As!,t p ,,. �. f FR �a U�aTY-, f 3 F�� E I�Owt [' W6. 1V0. 1 s�`FE T o__5 _ of 6_ _. p!n�(: Rt7/IStONS Ips' s �i�6�' E 74-18-A t Curve Data: �i R-000' A •43031'48" L =151.95' T • 79.85' A • 54 006'32" ,4'188.88' T=/02. /4' i 0�0 VZI Data R%20' ' A =86.41'X0 /Q i L =30.26 kSFev 60 pian for j /2 ` /P. 5 5 ' S /P. 5 !P T s/o/,oes `� See grading plan • `O � for a/ones "' so„�y— -- GARDENIA AVENUE conaf. p.cc. q/'-6CONSTRUCT 0.2d' A . C . PAVE`1+IE�T lone% p. cc. ewb t gu/fer 19u/ferloer'6fd. //5 per afd. 115 ON N a+ive 0 TYPICAL SECTION GARDENIA AVENUE SUNFLOWER AVENUE SCALE : HORIZ. 1” =10', VERT. 1"-4' Oft, 0 �5a �h9 �' 18 19 20 \ ;)��` 'Curb Return '�. o Data, �► R=20' North Curb A -86",39'3711 Ls 30.25Curve Data: ' �°_ G . ' m 4� T° /8.87' R=182' d -50'57 0 " L-161.85 T=86.71 � 27. 0 8s - � ? \ Cpd.22' Std. N' o ll5 nUc t pC,C. Curb 6 Gutter pe r �Oc G • Curb ��' 2 �� i M N �o rao� N 850 08' 05lp „ E �- Re turn Data: a TS 9� R= 20' C �� td . N o 115 Al Ls 28.4249 A0.�'' ens truc t P. C.C. Curb G of ter per 95.34. T -17.2P South our 97.3/' Curve Dota: 36.68' 43.66 16 R-218' d=5I°56'56" ' L-19766' T=1016.21' tov Cons trvc t P. a C. Cros 14s Gutter per Std. N' //9 15 12 �.. 13 . N SUNFLOWER- AVENUE- if tt1SS�Cl,` EPINF:S F�U_�i'. `� ' C'.C11 Nl Y Or j;N ESE'r�,�?("L) 316 EAST "E" S1 RE ET y isROAD DEPARTMENT ONTARIO, CALL F, 91764 �� 714-90.56113 -_ - —� D.QwnB; - —_—�--- CkcckeQ 8y A71 RCS a • � i/ ....- ;LO -75 n F26"r.r,t•c?fid ��. 24838 L= KIRRK RE��'7Rfa iAF-P+iIDATE _ _ JU►� '* �,.y ep TE r ; 1 O o� N ';3 N Q (ii ¢5 47 II i MF'OVLME NT FLANS 'A' 0 NO j TRACT NO. 9002 ROAD NO SUNFLOWER AVENUE FILF NO, GARDENIA AVENUE Dw,. No . 5 y- S,- 4 -TA LANA DISTRICT$}F I: ' of 6 74-/8-A