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HomeMy WebLinkAbout617 �STt KAATM CSF M50.a5'AacwE tQ &V-A tta- 64 vrs►r��ES GENERAL._'` NOTES O'er -�- C f SC. 07Z3 r�,F'kd✓E r-o. // ' sE='4a w LAD __1 7XV. Tp /.7-,1-77&/ 00 frZan� 3rd 710 . IPTtOt�t �ot34. I. All irork shall be done in accordance with these plans and the San bereardino County W "A.C f'AVE.A,-lE_/VT 7.3023 SFT �'C.�//�.D C GCl TTER l�Tb // ) 7' f,�OM ST.9 �•�g8.$7 Standards and Specifications. - T --- 5 ��3 1/N.fT AFXIST/JAG TD /Z�-5S. 42 2. Street markers r San Bernardino County Standard No. $03 sad 303A shall be eon- 6" CUTa fr G�C/TTER (,JrD //E) 1801 LI/V^r cllec t//VL//VE strutted at each intersection. TRANS/T/GW 6"7U B" Cc/RB GU -70 ' /-/A/1=7 O/ '� ,4121W /�/_D�yv 3. All pipe lines or substructures of any kind and telephone or power poles, water meters, CO/VC'RETE CROSS GUTTER valves, hydrants, etc. shown or not shown on these plans within the limits of this (STb. I/9) �0 000 /�T. G G C0NCRE7- S/DE"iVgLfS TYPE '6 " ISTO. /O9) OfJ 7yP�'r9' C,6z4� SQ.fT subdivision or in adjacent areas where improvement work is to be done shall be removed ffff• 40/1 1 j3' 33 or relocated as required at no cost to the San Bernardino County Road Department. CO/VCf;E7E- S/DEWAL/'� /YAitilP (_STO //D) 24 EFj. ��u i .vr F1-1/7//1E CO/VGRETE CRGiS.S GYJTTE/�r I4. The responsibility of adjusting manhole covers, paving repair and pawing replacement 2Z //o Ain connection with subdivision sewer and water line installations will be the responsibility " .C. PAVFME7Ur ZD 4�B S ? '�� I - fitLEV. AT -rR49 //• //• /0.5' of the owner, and shall be accomplished in compliance with Ordinance No. e15. CONC-'�4ETE ,wY/VEK�<1 Y APPI40A0`/ l'.STD. /28) Z¢,558. 'SQ F7' I pT E`,q UAL-5 "T.C.- .IS f�E_wkwE EX/STf/1G �4.C. BER�'1 �r S. When curb depressions are provided for driveways, complete driveway constructiars< 05t ,¢ will be required in accordance with County Road Departrre nt Standard Drawtng No. lt>3/TEA�7OVE EX/ST//1A_; P�'VE�-7,E/VTr3 x¢00 � S¢. FT � and related specifications.80 OA/LY 470 L//V/7" Eft L10. -2 09; Sto �r co ; !v"CY//2B CyVL.y L/iV^ `� --- -- - - -- - _ " _ ._ BEVEL .14 vwE 3�'� - �4 �'°` aw vPAo A,• owt fArr,Avri# r�/�r d ry'1r_l��rl. __ rI �. if oe /f ea*reshir isfo.�a rir�d drrrf� �--- - for use vnder 4•C i�ol PC C. irhe// 4r vnilfnm fjr o/r•/��'if tilt rnont�bc/vr�r/� nseern rrknc�� 6" � G" C[//20 T/2F�/v/S!T/QA/'G'L/l28 ONL / Eris _ r `_J E'�sr. t�v r�1EivT -� 'j ra/G or > /// "/,T. - - Y /Z� [ /V.FT /q r /•4' I f _, v P►►ttrxn� w��"Yi rr�yr fs P,. r9 c. F�'�rHEr� tvE�EN7' 37/23 s;• TY 7. Shading on street plans indicates A. C. pavement to be installed. AZ-6 CVTl$ PER Cf74 _-3 7-,0. /V8-/I• Z0/0 L//V. T YP/CA,G. SACT/ON 'A ' �� 'A 8. A permit will be required from the 6TATE LlEP�9rJTit�1Ei�/T" of� TT�hL'�i'R�1?TATJO/1/ /9 TH S7-72HET a . 7-yP/C't91_ SErC7/0y any encroachment or construction within their easements or right-of-way. BAf3i4/CAOE" �ST27. ,305 JAs d ig S77 EX7 -,VS�aN �G L//Y FT G �/�2/mss QOM 0.05 /9801/E $f�l'Pl-�/l�� S 7 -c T STT 9. APDL/ES F20M /�� 9. When asphalt concrete is placed on native soil which consists of a rocky material, the O"� 6" � CURB ✓AsoEig ST �rTEwSio�/ /87 G/N �T 6 Lei r D.7/ 'SELo 7-0 srR. Z4fl9o.O0 -17`50. OO To sre aAoA -ff6 subgrade,shall be prepared by-removing all rocks which protrude above the subgrade S T/.1. ZO f 00 TO THEN BfjC,e TO (�05' 1380 VE' .J'"A.0 AVa7T o/V 4'A.B, JASPE/T ST Ex72-NS16N /5,9Z.o SQ FT. 31 #34.09 &STA. 2S x-50 00 and all voids or depressions shall be filled with a fine graded material of a quality better than the native material. E"��w IJ/Gt/ I0. At the completion of rough gradtag a material report'wwd the propo sed structural section W shall be submitted by the tract engineer to the subdivision section of the San Bernardino 33' 6O' County Road Department for review and evaluation approval will be given when all 33' structural section requirements have been met. • F�r�/ E / � �, , 30, n i 11. Subgrade stakes, driven to the psiVement subgrade elevation, shall be set by the eon- Z2' tractor or engineer. The stakes shall be set at all hinge edge of pavement and crown i '1Z' /B' ,!9' 2' points within 0. 01 foot of subgrade elevation and at not more than 50 foot intervals. Additional stakes may be needed at warped or vertical curve areas. subgrade stakes /✓` /o•S' rP.S' SS' 5' /P.5' O.S' shall be in place prior to paving to permit spot checking of subgrade by inspection 1,( sonnei: in/E• *off I'_. Adequate` stakes shall-be set the engibeer to enali`le the contractor to construct the t Sc o rG• 05• rG • off work to the plan grades. �F _ I3. All seater, water and gas mains and materials shall be constructed to each individual G 20 ' - zo/ aJ G lot prior to paving. S.4 �X/ST. t�E.NE/V/ Z TPF 6 - En�O�E/vr Tye I4. At the ,ompletion of paving a materials shall be submitted to the contracts engineer i�,y�vr y'yp/Gfj� T7OJti/ Yom' of the San Bernatrdino County Road Department listing all tests or determinations com- pleted to verify; _ f�L _ ryP/4'?jL stcC•T-/4w O A. Stability, Oil Content and Sieve analysis of asphalt surfacing. B. R-value, Sieve Analysis and San Equivalent of aggregate bases. S'f7lPPf-1/r1E 5 T. 3 5779 Q f�Z 0 O TO /Z 15. Compaction tests of embankment construction, trench backfill, compacting original ground and all-•subgra�des shall be performed at no cost to San Bernardino County. A C x3ivnME"/VT `S I SO'�O /2.5 ✓' S5' S' ' WtAten report with these, compaction tests shall be submitted to the contracts admint- stration division of the County Road Department for approval prior to placement of Z�-- Ct�/KST 8' CC//TB d C>RU7'TER F S B. CO STD ow6' /VD.//5 ' 4' I sub-base,. ;base and/or surfacing. �3 GYA 477- 6" CURB d GUTTER PFR S.B. CO. 37D DH9 AV //6 j? i ' fJ yV W .S/o,,a 4�¢ G .so '33 N /� 16. Road Department approval does not tncluW water or sewer system or estimate of quantities. i L/ E ¢a- CONJT. TRA/VSIT70/Y 6" TO B" CUiTB ONL.T O' � /� - 17• °3TRIPINC oN i5MH 6T. WILL BE DONE BY CAL-MANS AT THE PeRNi ITT-EEB EXPENSE. 5a-- C;O/kST C,AtiC. C/SG155 GUTTER PER 3B CO. S7D OwG. lVQ //9 �. 6 T�PFB, M ao 3� g 6a-- CO/V.3T Q0/VC. S/DEyt 405. 4"TLIICfS PER C8. CO. STD. DWG. /VO. /09 TYPE A OQ"V 6 2 ` O7 - CONST CONC S/DE/�V/lLX �4AMP PEiT SB CO. STD OPW-, /k'� //O � /Z' /8 /8 �• � 7YPE 'Er' ' 8 Ck:lt S COAVrC. CRGZ�S GU772MT �- F�I�/8&7'�1V0 0 Q -S5' � S.5' /Z 5' /0,5 ' 9�-- Cbn�T 3 'a.c. PQVE�tE7vT (� w /O - FEATf�El7 O✓677 EX/ST /9.C• P191�iy itl7'rl-A,07A se � �0 0 62 TO �• g o Q I,/' I LEVEL .33 Zt 'J3 67eg9 i f 48 .CO // f?EAiIOYE EX/ST" 19T�1�iV1ENT NGE CONST. AZ-8 C[//?8 �nlJTTErJ PE'rl ST�77'� O� L'A!_/F. STD. Z J--- rt 21 d l0 9 2 G �/GY NU OSLA/✓ /VO. N8 - . / �•� `- - 7-0a LSP/c�L -- --TY� /Z CONST 8" "' 77lf3/V�/rroN C�/l?8 Gv T7`ETj , GLacfs w,4L.L Q'JTS/O�-OF R;h/ PEI? STD• 3D/ X1117. t GQ�DE'N STR��T ' c'o�vsr. as s w�Lc bVSIpE OF /41W f�� 67Z). �3D!- � "A W T/-/OI c E -ST��LHT ClT/41N,e STRE E T. _ C h �-- _�`onT " va gra s� c .r•�' -t� `//,4 SER//VAuWAL ✓AS F'E/� STR�ST �-- eM5"r,CV4RR/G"4LL� PE/T S,& Co. S7Z7.A"I%l 7th (JASPER ST EXTEn�s/OrV) _ _ _ _ R N/NE7EENTH TJJEET VICINITY MAP /e ' _ a wa ss o SCALE I = 500' VI W for _ p .sem GAl?T_ �/ - S�vEET ST/aPET - 00 b• �+ eJ pro 07 75 F S G 67 AM .59 GD b/ GZ C's G1 G6 GG G O ~ [ (� A" �7 6i9 4�! YO 7/ Q , { CONTRACTOR 3f/ALL VER/FY 1JLL MIVD1770ACS 4AV D/�C'NS/0/�C5' A/1/D SW,4LL N 00 RE., RT ALL OISCfiEf34NC/E5 TU 77�/E E/tiG/NEER PR/O.q Tb Tt1E CaK�1MENCE- ME/VT OF f�RK. �1 s �w yes sz w rm .ra *r •ire *ts {f 43 4z •fi l 0 W r� too U O' PRtVA'T� F�tC'fNEEF','3 NOT'tCE TZ� R C z3 _ '0 N,vwTHor�rvE= _ 5T72sET - - • - rrt NRvyr�/Or�iy/E=' 0 Sr�EEr �• 71`� cxrsfcrac>- orx� /aro�ic� o�'ony u�ocr�rzx vy/ U/•/�/cs o►r- i-r. rrt� _ - - �� - - sty o f'ovoih6� records rO>� I ILE xorrf� o be~sf ca<crJr fsrbrV/ IK-_r ort rx0 CXAY frr) ur`i/iTics exc�� > v' �� ?{ �` VA fi 'ice u-7 /i5 cs,o/Q�. 77 � fir: >�r r~c �irr� �5 )bfrc o//,or uyicvx�ry/nc�x�res , ,azar t Ufa/tic-s awn, oma'o�y a>�r /rocs or- rr td t� S/ J N 3z 3l Jul 3s �c 37 sg +o h IV rl3 /tz /t/ /zo ��� Nd 1/7 ii6 ` !3 '4 Mot 1�?i; /rocs ar Sfizic�U7 _J /V/NETFENTH $Tr1EET � J.P. APP I.7. . 000/-15 % T "; SEE SNEEsT 3 SEE SNEE 4 0� / /.JEX • M � goo• - , NO. fl.A-re r���/I I r_3 APR NCy A-1119191< PREPARED IN THE OFFICE OF, f`IE.L� BOOK REFERENCE COUNT( QF' 5AN f5EMNARDINO �Mp vEMENT PLANS FOR w0 NO- IMPROVEMENT PLANS !N POWEr1 POLE IVO . r P,�KAFP, c• �SOCI Ai.r �NC. TH t2,tS� ROAD DPA�RTM ENT COV'SU�T u CIV i L f=NG iNEER` ? 2EV!`a� TY PICA!_ SEGTIOh! 19 ST• C. RCy,p 43(o.577E NO�JTNWEST CO/?rU�/? IZEVI5E AN IT ESTIMATE C 12'�S'� NO. oR^WN pY �,✓ APPRO.,LsD TRCT ��501 PARK CEN'fi9R �iRfVE, SUITE 2100 REV 15E CONSTiZC1GTION NOTES lZ'tS:?�+ ---- -- 25 De�10"M Cry F'../. FILE NO. SANTA MA, CAU ORNIA 92750 : tZEVtSE INDEX NLAP 121f ? v°'u''t1 (HONE (7f4)'. 547- 8445 Y ST. CzRADES - u,��t.1 CNErKfD Y A�sr. ROAra COMM. ah+o�. taste ' jTT Ze pp ® REVISE /9U1 , � la ?V177 6 R XTENS'/ON G't3' Rrcom ME UW-D DY -N_o _s Ute, n- -. TITLE. SH F_E.T E5HEFT i OF I re- _ J. KAPP R C E. 22015 ✓ATS NO Fi Ems/i S 1 0 N HY pram CoLwrr r CJAGI"E.Er N DATC k 1620 BENCH MARK R.R. Spike in Power Pole • "436577E Northwest m Corner Nineteenth Street t•/� s�r�.��� � and Jasper Street m m ELEV. 1583 . 13 n EXIST. G�J►OLiS/r} 1620 1590 o a q� �� N �O 1590 EW.67. �v 1610 D a h Nm N ivo Vc. m o p m0 3V�Z t Pi 97.i� 1 N V �J �i f o c . 0 0 o p i 7o/ o m n e 3. �•O 1610 1590 . ' o 1590 1600 X98. /w/stiE 9Q� 0 0 - � � /r✓lSHE.D O oaD EX/ST GlaQU�/lJ C� 3 0 0 0120411 VO 1590 0 �°' o �. ` Q ` �0 1600 1590 .5'o jam. • % l� d/f 6� 1590 0 N 0 8X80 3179 >''ROF'tLE Scole • a a I�=40' Horizontal Ih 4' Vertical jb 1590 0 1 2 -4 6 7 8 0 I 2 3 /�EN10VE E'X .sT. Pt�r. 9 �3I317 7ff/�'KE/'? W 1�7YE�c7,EA/7_ F? 7- cr �,! d= D= 89°44'37" a= !�)O°00.00" Oro Zo. 00 ,D M L 3/. 40 , EXi'3T. E.P. 7-= Z 9.B 7' 7-x 20. 00 ' r I SAPPHIRE ti STREET TT1Nn/Sr7-iD r/?OM TYPE TO 7-, 7 - rrr !u ori si /ri rri rrr .ri tV ni � tri V ©� 31 O fy m 3=i ren �' f W n 2 k� 7 72. 72.00' 104.54' 115.45 F-' \1 i.V�7r9LL. CGeF3lenlcE U) U �( c>> ro' I: Z Tri W 2 22 21 20 19 2 IB W K,2.47 O ^ 91 �, nh Q I 1 r� o p. i G �� Y1 VIA SERENID V �, � Z 0 Q W @�h G'h'/G� I1EGorZATr t�� k1 \ ��� 9, � o!� h N N 30/- �� V a �0°44,50 • , /.� O m � �o �9 �1 �: PLAN Scale O p� ZLli �� • ; ,y�Q - •• . ( � I I 11=401 W 31 �y I Co 'K/r•9LL TD ,8� Mfg//VTC!/�LDr W �' V Z 32 V �1 7r-407 V.'5/770N I�1on' TYPE-'f3'� -r-�^7 W CZ114 nET �?9T� CO/VS'/ �211CTZ0/V /�/�?"ES d=90,00'.00 4= 9/°OZ'Z� 12=30.00' l?' 20. 00' 4 �co�vsr. .mac. ����c��•tiT = 0. 0 �= Z -3 7 2 CONST. S.B. CO. STT. Z7W,G. //__15 T= 3 0. o ' T= o.��' .5. GY0JU5'77 COrVC. C/7�s GV E �-- CONST. CONC. S/DE/-r/FL,��I"Tf//G� �S.,B CO. Sf� 1=7 /09 7- P2 'rS,r='H O—GOrVS7. GONG• S/,�EL(�i9GfC 17�M�P�T1 5.B. GO. �?D �livG. //D• t 41 9, CONST .3" AG'. 1�•1��i�1EiV`T- ' �—f'�HT�-t�T� OY� F�/ST. f�G'. �-��/EitiJ�iVT. • FIELD VOOK REf . W. 0 NO COUNTY OF SAN FE kNA DIN0 PREPARED IN THE OFF10E. OF • �-.--• .� _ TR T NO 9325 J P KAPP & ASSOCIATES, INC. - -- - -- _ t, CONSULTING CIVIL ENGINEERS -- __ __� _ _� ._ _ _. -__ ___ 9 ,J. F, E.}.., pF,or, ty UPLAND AREA RUAn W).. 501 PARK CENTER DRIVE jSUITE' 200 . �.__.�. _. T _. SAPPHIRE STREET a FILE NO ' w� SANTA ANA, CALIFORNIA 92750 ___ � s+�€�;,r e o er Q . �rf� jj�_ � A��� r _._____�r _._ � . E N � RJ � f VIA a t ?Y � pr fr ONE {714) 547- 8 45 k:c.► (a rc;: Q= F;;;YE <: SEREI�A . x -- .7 P KAP G -�K ({[VISIONS C.PI Ft t ,.tr, r> RCE 22015 GATE DATE ss ► f,ptr;_r peiE C� JRTr ER^'_N FR DALE SHEET 01 • 2 xt 752 . _ BENCH_ v V , A MARK R.R. Spike in Power Pole 0 1 0 436577E Northwest Corner Nineteenth Street and Jasper Street s ELEV. 1583. 13 ft A'4 -N \ 15J0 - 60/ NW o O O 0 0 O ., T4� DF /YOt3 Tip-/ Cu�B 15908 f5 O fit\ N /d: >0 00 V.c- /.59/.9/ Vr EX/5'T. EDGE O fl9Y�it7E�/T /Vdl?TH � ` � f 59O 15130 0 0 F'QOFILE Scales Q•roO � i 1" = 40 hor 1 "= 4` vert. 1580 6 s� r. Z 7 8 14 'x' l I 12 V. 13 14 15 16 F 18 19 3 3 313 ^ J� � �C ?,ti�N ° n1 '`ft 1-Ye1LL /UOT 27� � '�E� ' IYfIGL NOT To N 30 "I �p wr9L.L_ TU SE'J►?�Jit/7r9/NSD �-� ~ f tryj' Q Cn^/ST. G'f-,�/GH C7ECOT?^Ti✓E AGL p R7l? BLOOD .C7 i✓E �Jt.d 1 z U. W %, V. f VTaf�S� PES S a. 3oi Moo r o s w� , • P� STD- 3D/ Mia. �' �L/TS/DE �J�IV} V w 1� M � �j � m �, � W sEE TYA. 24 25 26 s�noni 27 28 29 30 31 7 ZF 7 32 33 34 35 �ToM36 37 38 39 v fL z$ ( G. n, 11 I • TYPE 6 I` 24 ." Q �� 37.7Z' l'o1. 5s ' 75Oz' 70.00• 70.00' 70. 00' Moo' 3800' 8 �2 �� 39.00 70 70 70 70 70 7020 71 FUn 0.41 5 \ n1 CaivrS771[/CT/O/�./¢� E•t"/.3T' EDGE Pf�lEi IJE/UT' - �1` g EX/ST. EDGE O f'19YEME�'1/T Ccs/�'Tl?LAC7 -•� - /?EMOI/E EX'/ T _ _ IiENJENT . �ASX15T. ¢ %D EXIST. s 1 I A 1 E,rT E E n I T ,/!! �a sn IV // S T IRA GE fa Afi - - �� Efr/S7' EDGE Of v� E/�/T (h ESC/ T. EIDE Of r/ 25EAlr CL1l.�f.31��`T• rJ�Tf� � _ .�-7sz/ T--= .5r0.25� h'� ° � T= X0.00' f Ar 0 0-15-711-7„! : 5000 L t COM/ST/711C7'/0A/ IVO 7-Es !/ 5. Con/ST. co/vc. cr1c ' GvTr�l7 ss. CO. v 7Z7. ,� . /�.� !o. NST CONC. S/a�lN�7G,��"7�//C� 7� S.B. CQ STD. Dl�t/G, J09- 7YP�f� 7 COAST. CDNC. S/DELt/�L.f�T1AM� 7� S.,8 C�STZ� DLt/G 1/D /3 CONST. A2-8 G'L/J.�8 al172--- ? HT1 S7-�7'� G C�AGf .5-2Z). N8�• / j PREPARED IN THE OFFICE OF ' j �a COUNTY OF SAN ESE W. o n;�; J.P KA►PP & ASSOCIATES, INC. TRACT NO. 9325 -ROAD DFPA.r-,7i1�-VrNT CONSULTING CIVIL ENGINEERS �1_ _u_ _ - __ _ UPLAND AREA k`'�° a AF'F'F'C)VI ( 61 - •.°:d 501 PARK CENTER DRIVE, SUITE 200 tF1 FILE NO SANTA ANA, CALIFORNIA 92750 - _ ...__ __ �....._____. ... ._� _:. - su T*Eo eve!' / ` caE ___�5 ,R __ �__ r i9 STREET t ; Y lt•, r; PHONE (714) 547- 8445 a_ Y E N,. cs �r• rtia.,1Y�ls, ? .x1=. - _ Sta 6 t00 Sta. i 0 : ft VI 1 F� 7 5� Stoao cot . �c, kk� tk cef (( �","Y �b.Gl!.CEk (jtTE SHEET of E � GAS _ � _ :e V . . .. , r.. .- BENCH MARK eco- 00' v c. /s�9 CO �T r? t R.R. Spike in Power Pole 'v436577E Northwest D I W Corner Nineteenth Street t 00 L?c, and Jasper Street N ti tin o os. h r. NZoo.00' v.c• °� oo . /57.3.22 ELEV. 158 3. 13 d � — a4 texts G�-ocind N N N N ��4 � 7� � A � � � 200.00"VC• , 72 1580 ._ .. � o N fTOP OF /VOF�TH CUf3B N 0 V ,1/O l e Ci N N1\ � N fit\ N� �t O81 Q^ EX/S �j`127U/7c L ;. . 0 _ 1580 .J � 'b �2 C o � N � � � 0 V 0 • �` t P!. _ /.579. 64 p Fi vis Eo s�/rz�ACE �0. ° 0 0 �` N N �i 61 n `4`N � � caysTrzvc7�oiv �` 0N' . � � 4 � �N 0 � � � N �- N � ....... ���- vim. • 1580 n Q V EXiS'T. df7vEME�r ,�o�rH �, 1570N v . F/N/SE NN ^ � I� � m `�i N 0 � N b ll� N PROF1 LE S ca les N N t� O.S4 e m \ Q\ " = 40' har. 1•• _ 4� vert. 1570 19 0 21 22 23 24 25 0 28 27 28 29 30 31 3 .2 r 70 n $ l LL /1/07" T4 C2��/ST, yVf3LL NaT 30 0 30 !'Vl''7L.L NOT TD E,tz'E�D 3' G2jii/S� 30 �Y �E'L7 � � � 'H/G/-f I>� Ol2�T��� w�L� �D �'XCFEO� I � ' f-�!G/-1 OEC0.4r9 T/�� PE'1? STD. .3Q/ Geo �oUr�'ia� �/Gv N � , w F- n �rz sro. .3c�i Mao. �'oursi,c�E rl/ � 3 4 1, LL W %40 4 123 122 121 120 119 118 > m 117 116 115 114 �w < ao N ' N N A,c V I S Ty�CAL N I rn a Q �•� I � 5. k f• ' 7 Tyoc ':fid. � 1-3 �V 55,oo' 7� 7' 75.38 3 Ire oo' 7�00` 7�.oo' 57.50' �0.00' 7900 ' 79.oo P� ti 4�. - ���. -. f - - - -- -- _- -_ -- — - - --- ---- ----- - ---- --------- -- ------ - ---- - — .t •. TO �s G"t7�STlJL/C T/ON nl /`�'T' AGE PFS YEME/�/7" - _ N / Gia'/S T ELY E OfEE (�T H /O _" -- �igl/FME/V 7- -- - -- -- _ STREET —�� ---t ,-,— ✓ Ilk • .� Op ( Q W SII r o� N o � 0 o4 0 N 0 a � W �/l.?� �?. .t�T Cl1/.78 � T L TA & ' tY > C r? � C'L/�f �zT X779 01215 1.� -77 �`"Tf� W eil _ 90•oo'ao', �s 3o C L] = 4710 ' d= 9D°/q '/O" 11= .3o d= �9`-sr� '/7" M �C Q G = ¢7. G•.:J ' T= .30./Z ' L =47. oo' ?'r Z� 88 � cows7--rlucT�ow lvo��s - a-- ST.Z7. ,n1�S/G AnO TYPE' F�Ol1 S ' Ca/VC. Cl?OSS Gt�TT�T� �ET.� S.8_ C•�• STS ,nl�s/G. //9 O —--L�iVST.AZ-8 CG/l?S �` GLl77ET2 L7� 5?f�TE Off"�L�G/f ST.�. N8- 9 / t PREPARED IN THE OFFICE OF .. . _-._.....,. r, b TRACT N0. 9325 J.P KAPP & ASSOCIATES, INC. REVISE GUIZF3 60ADE FOOM 6-rA. ; c2.cr.� OA ` Cs , ilJ+00.00 r-o STA. 3ot:34.o� v._ --� - Y UPLAND AREA CONSULTING CIVIL ENGINEERS v _.. ,t ,, ,• �. t. ` ( E>= z� iZEv�se rRAOe FROM STA. 501 PARK CENTER DRIVE, SUITE 200 11V+00-CO ,b srA- 30-t•34.o� x 19 h STREET E �. _ .1 _ � FILE l R C� REYIgE CUfzBSET. ELE�l. + t2-(S? Svf-ylEa ar � CcC.Qi C? cre _ .- A A A, CALIFORNIA 92750 ' _ � N <<; K.ttr„ chfir t NE (714) 547- 8"5 s j ,PEv�s� /9 7-HsTe�7- GRADS �l•2`{•?S :;t. u r z P k i `t r j S' •�8 � �� StO. 19 + 00 St0 32 + 00 SHEET of - - ,¢ k KAPF� G'E 22015 T� � . Li �3 o►Gf, bltfsitii a ��t`` AS$T vn' DA CJMa #r v>:' <Ri L COON - ENGIN E.R dk E- 1 1610 let LlNlr7 ENCH MARK s � a.9�► 40 R.R. Spike in Power Pole �1 ,o j „4 6 E Northwest d. 3/. fi / q 3 577 o. C. �.�. Pi = 8s.�6 ( o.�. O.C . TOP G?�- �7" V 8 Corner Nineteenth Street U n N C CrJhB `: and Josper Street V 0 � N ELEV. 1583. 13 4! Ilk eNm �' {� 0 0 r\ h v o �0 ti �o a 0 n 0 p l(j Q 0 N � g O n p a m � *+ C3 �)N. , � v � � ^ 3 � � o 1590 �� a� N °0 m 1600 1600 7`0. Ov WEST CY,l�t.3 p 1610 loo Yc T2s !NEST ClJP�,B /„�� d. 1 ' � 9 g ,� l¢ o/ d4 1,9' 1�`' k 0) 3- 60 R� /06.0 /00,VC. /ate � 99.�� p \9 © EX,rST GlyOLN.O 1590 �; Pte- ez.�o M q J 0 n 1600 1600 ! �' 1610 � p a ° xrsr Gr�wz W �/� W 7zot' of- EAST cvr»s O /oo = om s k o 301 N o 0 o R o . � W �N � � N o.v �1TiY. � 1590 r. v N h n N N 1600 1600 xis7- �nouwr.� �E�sT- N so.z7 CU�1B EXrsr. B �g � V 3.8 �0 7 0 O Ef�ST C'l1l?� � f h � A/W 3 O e a,� 4 P920FILE SCALE= 27' a TZ�P oP'E•f�sTCL/T�.B' I�F= 40' Horizontal ow cvr�� "= 4' Vertical 0 I 2 3 4 5 6 7 0 I 2 3 4 5 HAWTHORNE GARDEN o �I STREET STREET e t} SE•-' SNT Co IN v �I ti W `1 C0�.9T VE LOnisr- ?'s-1A7,-� cr ,C7ECOl?f3T/ , F... % �� l ,--5'Z Z- ,car�Sfo'361�. ( 23 �I 22 21 20 ti 19 N 7. 40 41 72 7 rnE's b3 v6 oto f 9� 4 Ire 477 6s 2 24 9.17 2 .3c • 18 - f ` ,1 \� G/•ZS ' - 104.71 106.84 /2/72' /� P 49. G 7P 00 _ 4T58 2i'� 3 = a� \F y�o e fy 3 f. M Fc. 4 . 5 ���� 032 �, �\ h fi - %h 9 _ T- C(TRINE o - d��y S7-!?CET w� o Y t� a -- ASPER _ - o STREE o �a� Lrl_0 53.30 3 73 73 7 75.20 2� /09.�� Z W ill I �� I TYPE G. 70 W G ? 5 6 57 h �u 12 78 77 76 75 74 73 26 ` 16 W n ti V V I 8<�lSS6' BC. Pf° V / EC. 8t9T 43 Z I s sir l.�0o 9 ti 00� 41sMo VE �X/s T. T/?EE.S � 15 ' TO /9' ��►�T �l�I/�T !�(/L Y CUl1f.3 T1ZT.•.t7F�Tr'9 .4 = .90�i.4 'io" _ moo. �' of //�r✓ASP�ra s�-r.�Es7- Q=e�•�2 azo; =zo' a _92.27'4c>~. �•20 ; - H AW TH OR NE ¢` ` CL,/l?Y� 0,A9 7,-"9 _ ¢� z5 T � �. /2, - .�.- , T - 3z z8 7= 06.88 STREET d - �o�oo 'oo� r1=so.00 GARDEN SLY LL/J?,8 rl�T 3Ti9 = 7�.s4 • T-= s'o.n,0 STREET PG�N C [rra s'o�z-E r~_ 40 • /�NI.J kL.� C t3 /2=00 ' d = 9/'/G �3G" f.?=20 L = 30.97' T= /9.5� ' L = 3!•3G ' T= t0.45' I G /38. 80 ' _ ' d= 2333'23"' /7= (92.OQ. L-Y CU001 I?�T. T TF7'S T- /z.�,� • 4=9/''/x'24'; I?=z0 ' 4 = 88 43'24" �=2a ' [.=3/.8G', T 20. O L= 30.97 , 7-1 9.5G ` - . OT�S _ CUZZ� 3 GL/TTETa PET. S 8. CD. STIJ. /,_7l�t/G. n/O. //5 5�---- CONST• CO/I CT10�' G417- ET? PElJ B CO. STS lJl��. /\/O STS �1NG- NO• /O9 %- CONST CONC. S/.OE'!�i/.�L X 4 TH/C.L� �ET1 0. // O _ - %0 NO " �.C. PA 7" c IE l-f) EOOK RE:- . S RNAR� ` a-- CO�/ST .� YEM N - - _ COUNTY OF Ay !�t . th0 PREPARED IN THE OFFICE OF TRACT N0. 9325 0 I f�M/T B�9R.P/Cr9DE�_�`"PEP5X4 11•ti•'1 ROAD F� D D[ !�}RT M E N T J.P KAPP 8; ASSOCIATES, INC. - He .r) rte. CONSULTING CIVIL ENGINEERS ' IeEV/SE CU,�B.��'T ELE✓. (L,rs 1 0 $� - - UPLAND AREA ' ' � JYE G R1' 501 PARK CENTER DRIVE SUITE 200 _.._. ._ _ .__ ._ __�. _�__ FIL E NO � ___-t� _ �, ��oEs _ _____T___.� . JASPER STREET 81 �t TA ANA, CALIFORNIA 92750 S,'9klT1ED er ,�, ,ntYEN_,zt-ROADS :ATF W6. ><�IC° �i0' 1 ' �NE (T 14) 547- 8 jq5 /vl _ - - _ _ CITRINE STREET S E 5 /,Z aSE: R D .G +t c ,7REk•E F 011 COUNTY ENCINCER GATE ,. J. KAP>`' FRGS 22pi5 TEFi REVISIONS j Af'IRF� 17k`E�. ._ .� - -y..P r _ }-t E T 0 1600 BENCH MARK a R.R. Spike in Power Pole ' 436577E Northwest Corner Nineteenth Street and Josper Street Exist. North ELEV. 1583. 13 W� N. 0.07' , TOP Of NOl�7 -1 "G/�f3 1600 aYv 1590 l - '1 v flfl e N i3o - 7"dP O N / CUlJF3 t 61 N Exist V 78.. 4 F//✓/,3HE/> $l��Fr9C� � � � � � 1600 - + 1590 0 8 /n . Q � C. D. � fGn/llTiN o V ., /rVI$'y�lJ SUIJfi9G'�� Erf . Exist. South l n �1 1590 � OFrrt-� cur.�t.3 v a e 0 8a� 50' V.C. V Pi. 9&.47 a _ a th 5' CUla�3 W o 3�4z' 7B 1?T/v aim /�TiY 0% PROM L.E SCALE40 Horizontal Z v I - 4 Vertical ow1?7.v 7 8 W 38 0 9 10 11 12 13 14 15 16 17 18 19 20 � D co a c1E 6 . W 56 55 54 53 52 51 50 �ti 49 48 47 46 45 44 43 42 41 � _ TYPE 8 � � �-�'$i Ty►� � G v ? �W � 50 70 70 70 70 70 39.46 30.34 70 70 ( 70 70 70 70 O SIM \k!': N 89036'20"E M 0 m 0 h q S 89° 21' 14" E 9 w M f ly g2 \� - HAWTHOR NE M z ,f B� \ 9 obi 9 f � � • STREET � a _ _ o z - 70 70 70 3 Fy. 70 50 °p /f6s #49,64 70 70 70 70 70 >.. 70.02 � /tsa Z7 TYPE'S' II i 1IEE W TrF� �' T !o 2 4. 7 �I W ►' —, U) 1 25 26 27 28 29 30 31 � 1 ( 32 33 34 35 36 37 38 39 40 N la I I V b 30> 301 �+, .. � 9EE SlH7' 2 � 1..7�or1��-i✓� ,BLac�C `VH�G F .e 30/x`302 CU�f3 J��7."•C. T� CU�l.3 T��T. .U'`1T� NOlaTN CGll?f3 SET. T� Scale f�=40� tl=90'00'00" />=zo.oo " 46 000'IF " -2,O coo PLAN tb L= 3/.� T= 20•x' L = 3/. 78 ` T. 2 • .3'7 ' a- 9/�/l',3G" L= 3/- 3� T= 20.45'' 0LJTN CU!?� l.7ET. /_>0977-9 CT/ T� cotis77a� o" neo s 2a--CONST. 8" C�1T18 G�1TTE'17T.� S,S. �l�. STD. DI�S�. //S G, CONS 7 COiVC. S/,�A.=_ L ,�4' T'f--/X! '��T�SB. Com. vTIJ• 0r2 6 ' 7a-- C%kf 77 C,UNC. S/,U�l�/�L K � M� �Et?5.8. CO. S'7TJ- D /�, //O ` FIELD BOOK REV COUNTY OF SAN OFF?NAPDINO a. 0 No. PREPARED IN THE OFFICE OF _ TRACT N0. 9325 ' .- ROAD DEPARTMENT J. P KAPP & ASSOCIATES, INC. ROAD Nrj .. �..� UPLAND AREA CONSULTING CIVIL ENGINEERS DE -)"Gk�' D 9' oF���. v�{cY; -... AF'�'FEC3VE f7 Bt • 501 PARK CENTER DRIVE, SUITE 200 ___ _,T HAWTHORNE STREET FILE NQ A ANA, CALIFORNIA 92750 s � f�rE° BY a coE AssnC_^UNTYENGR-P'olV,S nn�E Noy- to II - - E 714) 547- 5 � - -�€cr�a�,E worn k:,�,•�vE tr � Dmi. c n •.� i c- Fi T o 7 R a r` 5 EE AS5 C�AL� C _. C F � d" N i : ., kEYISIG;�.,. QRF'R DAi E o E � Ctv �� enc NF'E k C JN P �, . a, KAP 22015 �.. x A i 1610 — o•9a Bio . . Exist. North RR Spike in Power Pole 436577E Northwest Corner Nineteenth Street W and ✓as er Street In, u p n �i �, 7�P of -M01P7- CUl?f3 92 ELEV.V. 1583.I3 0 �1 o _ Sa 9 ' N, 1610 �6 - 0 h '� fj 7Z�P OF /VOlaJ''N CU/?f_3 ° 9 ��� �•r o. 0 Exist. n � q1 � m N �4v�sN�r� SUr»-r9 c� m • 0 0 0 t N B ON �T/V 1610 ?8. 1600 Z11 A 414 Exist. South 0 p 4 a p. � biz 0 � on n 0 0 ToP of 0 � 50,27' V V Bo mac. 1600 TDA Of' SY�1C.rTy CGr/?� $ � o _ PROFILE SCALE I"=40' Horizontal � � 0) 61 �= 4� Vertical 7 8 9 10 11 12 13 14 15 i 16 17 18 19 20 Cl-/Z �T49 vI a=G� °�0 ', 20 ' 0=/37o6"4G', T1,•58' �L!' G = 25.4-9 ' T= /�.�.3 ' �' �} . t-= 32 28 7'=20. 08' N b 17 00 16 15 .8 E 14 13 12 11 10 9 G 8 7 6 5 2 4 rYP 7 W O 18 2/.37' 7Q— 70 70 70 70 25.G7' 2/, /G' 23.20' T0.02 70A2 2 3 2 1 W O � 70.0 w• 14.67 Ir O 70.02 70.02 eo R 70.02 7002 f F ---- 70.02 50 O 0 'PA - n ao ° Dh g : v � �cV 0 N 89 36'20"E _ �' o N •(• r d \ _ _ 88010' 10"E �r .. 0 °° GARDEN •�� a,- o S r; -�• h � coti OD 19 STREET Z 2' 50 70 70 70 70 70 34.42 Z 35.58 7015 70.05 7005 .. -. 7004 70.05 W = �' BCrY 2t ¢9� �o- 70.05 } i 57 58 59 60 61 62 63 TyS E 84 65 70 04 70.05 66 67 68Cr�°00 69 70 71 72 al 20 �z z ^ -• cn W a Q • �r9T�9 ' CONST 2' ff/G/••f •� s { L s -ZO.70 sE.E swEEr s �conPrTi v� gzcr� � Scale: I =40 �` CL1�)/E' IJf�Ti9 Gv 1 3o/ 3oZ �W PLAN e=,21143',30" r1 =s4s L =20.00 ' T= /C:).00 ' .y CLl/?f.3 T.�7"i�3 CU��/� 7f�_ a=z'is'•3o" =49�' CUl?f� SET. �fjTr9 G= /.7.30 ' T= 9.65 Q = -YO 0,0<D /2 5'D' L = .30 5G ' T= i'./6 ' CONS'T4�UC T/O^/ SIC r�S Q2 ---CONST. 8" CUl.7� GUTTEr1 �El? 5.8. C4. SrTJ. t7`t/G. //5 7�. — CONST. CNC. S/,�E•!i(/�3LK /.�A/1/!P�El1 Sg. G'O. S7TJ. .�71NG //O _ a ' 'R EPS R cp !N THC 0FPCE OF FIELD. E100K REF. COLI TY Or SAN fkFRN PDlN0 TRACT NO 9325 _ ROAD DEPA.R T NIE T J.P KAPP & ASSOCIATES, INC. -�- .----- ---.�--� ___.,��,�_ , _ .,� ...®,.�..��..:�._ .�. r � ROAD ruo. CONSULTING CIVIL ENGINEERS E ,;F ^ ®• UPLAND AREA APPf,501 PARK CENTER DRIVE, SUITE 200 - - -� A A CALIFORNIA SVRVITTED a�_ a�- DoE AS - NTYENG F ,_ GARDE STREET FILE I� f �� 92750 _ �, �,.,. _ lff f � g R N ONE (714) 547- _,. _ WG. 5Z3 /HT1 - J• KAPf— C 220t'3 TE k" tK FEV1510t�S [„�? E SSIROAD Ct��°t - -J – Dent COUNTY ENGINtER pITE SHEET 01 ,2 - o.C. 0.C. >3EN CH_ MARK R.R. Spike in Power Pole /.4Z' '� 31.42 4 � � � . `S • 5�• - o.c. a,�c ►� 4 61 436577E Northwest 0 a1 �1 Corner Nine teen th Street oc. N and Jasper Street ELEV. 1583. 13 W3, tj 1590 1580 9 a r, e - -¢o O f 99r V: - 0 0 01 �,� Oki �X57 Gl>OUrV� V I580 0 1590 3�4Z 0 oc•� �� 0 � � ' w o�v otic a 0 0 A¢ E.rrsT. cn U.vrD F . ._ti v EAST << 1580 �¢ >k ,� G /� - , 1590 Q - _ _ SCALE "=40` Horizontal 1••= 4t Vertical 0 1 2 3 4 5 6 7 ttT- L •47. /0' ,, T•-30.0C>' 4 8 H AWTHORNE 8 Y I STREET E- I 9� CIL -k W 0 9 4 C01 sI7"12L1C7~'/O� �/OTES WW 7 -1 118 _ 7. 91 92 rrs 93 G 95 �•- O� �. 2' ���`�'t o� .:. w lQ �� 3�7B• > (f-(f 8 ,. • � tstszeiEc.R ECRZs�,52.e� 3. 8 � 1• 3 NST � CL.//.78 T GG/TTE>,1 HETI S.8. Cp. ST,Z7. t 5500' 3 " 90.00' 74. 74.00' 140 '51.1COJ�/S7" 8" 'TO � „ 77 3 - - ;., 5 CONST. COA/C. C�7G5�GU?TET1 P S 8• Com. STT l�1NC //`�. 9 2 zo • 0----CONST CONC. Sll_�C1�S/�GK Tf/�,�Wil?S.8• CSO ST.C7• �7Gt�' /09 7•}'If'. t� . 4 I - U -�_ �- „cf -OD tr, S.B.C.o.E. 7 CO/VST > -�` j _ �° S 2 AMBERWOOD - o �ti �° DR 1V c�/.�1.39T ' . srneEr g�.�� A� �� �o f i q, a=2s� •4-4 z-� r�=4O a� X11 ti' �. �.0 '� �'cf. °D - 9 �.�� �G P 1 [- 17-7,14 ' ' E.CR26t2B.6190.00' 74.00' 74.00' 14. God Z �f , h • �.�R. � �: . - i z. c• 3�., �3 W 7 I T PE 7 7 �: 96 W 117 100 99 98 Z 8 97 ZSt b SEE S/�T 9 CL/1�,� !?�T. j CU�,Q` /?ET. 1. T� ° G/l?f3 fJF�TFJ E'fgST ¢�l�t/�ST ' d s -�0"00too" , /2'-3O d =90 00'00 lJ= 2D ' d 36 SZ '/2" / =l00,' L-=38.61 ' L 47. /Z'', T- �O. 00 ' L` 3/.4Z ' T= z0.00' F !f L0 BOOK R-EF. COUNTY 0�" ��N REF'ht�►l�Otf�O OV 0 NC; PREPARED IN THE OFFICE OF _ � �� TRACT 9325 Q1 I.KEYISE G",'ro. °.Cute TRANa31TiION 7D . 1 t2'tS•�1 R A D 1"P F` 1 �'M�M F N T J.P KAPP & ASS�'CIATES, I,'�C. ;STD Co"Gu2g GUTTER i • ROAD P40 CONSULTING CIVIL ENGINEERS E a A F'o' OVE G pt' UPLAND AREA f f IZ MOVE $►�EWaLK COLVERZT t2•IS•'? 501 PARK CENTER DRIVE, SUITE 200 REYI3E G¢A�E FZOM STA . , �vc t2,tT-.il Fi l E NO �....� 0+42.00 ro STA. Z� .00 s4�Pws•rca e�� , �� -C Pf AMBERWOOD DRIVE t ASS' COt�NTY FNGR" R04,)5 DATE 6•NO• _...�)_ N A ANA, CALIFORNIA 92750 _`_-�,_ _ _. .. _ l ��.__���.. �.,�,._ • _� ._ - .y__ __ � �+ j3•Cv�lo __.To �.GS % wt,r:unF�r.ED/aRr _ e� i HONE (714) 547- 8 5 �2•(S•� Z A 12EVISE CURS 2ET.._ELE�I _ - 7 _(0_•2�-�� __ 4 R. KAP RCE 2201'S T ?; �`t �;SI�INS_ SAF Wit; ASST R:�tn CO, tFE COl1hT ENC - _ DATE �� �� a L E1 >��+ R S CJ ,� 3 . too ' �. C_ . �' �j a �11� O•�. Cil V l�• W 9 N U „u^ Fav V " � '� �, `q _' tP 6r _ _ MM27 4 1t ,�td d�" ), N _ r � a _� �_ N � �,�� 3►42' 3r.4z' o, BENCH MARK TZ - u N + 19 �' N + -4.�' �i W r ,. a mDov R.R. Spike m Power Po%�.0 436577E Northwest o N + v :,,s t. m �?N M; Corner Nineteenth Street 7z» of- wr-lr cur�,8 �� v 6' N a n0 7r�P o�-.v �-N cr�n� r r and Jasper Street P. S�fy f� f.� �, � 0N � -� ��� ELEV. 1583. 13 Lo -114 00 V.G. o > P. 1.= 151315.0Z Q 1580 - oN N� � � , � to �' 1580 O 67 N i - .50 ✓C. 50i!h'. P.� 9-f Y.O• a � N �x/s�- � r�.a L.� g` _ N w ��=ei 7 P/•s/. o/ + c4 cti V X00% N Q do N IS f/N/SN�T.7 9111�ff3C� . a 4 0.C. � v _ _. - � /DO't�C`. 22�� � � � � O (V � C� � N �Q ��4 4� �� (i U ' { F'/ _/585. 24 + o �� 15$0 I 0 a N �. ti 7r�� at- _sour" cure 3A_Tz �.40 h � V � � �� � h O t ^ Ih-------------- Tt7P Of NGY1Tf-� Ct/la ? 0 1580 1580 G170G//VT.� �6SV f } . PROFI LE SCALE I••=40' Horizontal ("= 4' Vertical 18 19 20 21 22 23 24 25 26 . 27 28 29 30 e Cur» rmFr.' 1�T� Cu,0s ZW7- �r7 CC/1213 T1�7-LhT'FY C4112M 4247,' �rA � �: Cu/?�3 12E7 Z-1977A 4= 88'4.3'24;' SEE SHT, /O d= 90°DO'00" �=20.00 4=9V'00 00; �J=2Gt[� 4=90'OC�"�", �=c'2�UO' SEe.SNT. /O T' 20.43 SEES T .S G = 30.97', T= /9•SG ' L =.3/78' . T:�Q37' N Q L=-3/42' T= 20.00 ' G =.3/-4Z' T�zo•00 ' y SEE- 7,f 8 ti L=.3/.�2 ' , T=2�•00 W III CUng ,tTA - Lu b CU��3 IaET I _ ; W �T� rG4� 077..96 42 41 7 k 78 �.y,�,,�, 79 �J sf L= 5o•z7' r= 32. 00' ���� 83 _ tiro q7 0 , 89 90 91 D I 100 101 Pte- 10214f2ti� Z .�►D•Z9� 'R__ '.Z*ZB 59 2 - _ ZtZ4Gb B.C.450 97.35 t-� 7o G c.4 ,�,f �� CR Z,,Z4Gim 2 a ^ 112 0 _9J G5 - 3 Up�� f L �o 0' 58.10 78.804 58 t0' �' M fll 75Z rC ---- 1, �. fL. 5 B� 5 F�_ HAWTHORNE 5 F.L - c �Q,G. 5 �. . A ma-moo, f� F m . 0 - _ - o STREET A - - f` �• s o 113 51.62 eff f t 5, 7g 3S 753 76.Oo' 60.00' CuI�YF .fJATA /f64.27.9 CR.. �C / SZ. 31./7 20. 2' 24.72' o R/,, �\ - 8.a 1 \ ��• i� 8cb 79.00' 27 20.E _ 9�D X40'0,p" r1-SO oo; a �,• TYPE f3' W I,19��F 4 L : 78.54 7-=-SO.00 39 40� � �� �7) 124 123 122 121 120 119 - 118 Cn 116 115 Q r Q � ? 117 114 - . Cul7f3 T? T�9 il''NUCiCL CUI.2Ye f_9 Ti9 , d=8&°43'24" l?= 20.GD L = 30..97 i T= /9.5G , CUl?f3 l.?�T. J�f9Tf� a - / , V L - /38.80' , 7--.32.UO ' g CV/?.8 l?E'T. Tfj W Cu170)6 t?ET. Z. a=9/ �p/G '.3G '� �=20.o o T= 20.45' ti SST. � S • LO , � ,� •� � L = 3/.42 T= 20. 00 � p�� � L= 3/'f2' , � T= 20.00 ' 23133 23': /;1 4 Z OATf9s /2. CO/�/STl?LJG 770" /VOTZFS O2 CONST 8" CUT1,8 GG/?TET,� � S.B. CO. 57X . tJl�. /�/O. //-15. - CONST. 8' TO G '' TT1F�iVS/TION Cl1�f� pNGY. O CO/�/ST. CONG'. CrlO.M GUTT�I� P�'T1 5.,8• �,O. s7D. ,�1yG. /VO, ll9 .t7�. NO O77 CONST• C'ONC. S/,C�EINF�L.K T. MP S. G'O. '57 TJI1t/C. CON57� 25�.C• �1 2/ : lEi�/T /© CONST 0- TO i r PREPARED IN THE OFFICE OF ` r= IE L U BOOK RF F. COUNTY of SAN SF-t�r�APDINO TRACT N09325 W. � �� J.P KAPP St ASSOCIATES, INC. _ _ . ROAD DFP;*kR"FM N T CONSULTING CIVIL ENGINEERS __ _ _ __ � __ . __ - UPLAND AREA ROAD n,a. _ _ p g. n • /rC.f (• ;�fstr � ry 501 PARK CENTER DRIVE, SUITE 200 _ SANTA ANA, CALIFORNIA 92750 _- I s:�Qm Tito er (,�� or HAWTHOR N E STREET KeOONE (714) 547- _ G! i->' . r_Our;t Y E NGSo�C s DAT E =�jlqV Ii 7k4fR � it ' P KA G� 22015 pG1TE r �?fViSfC}t � Q�I''i' DST!• A¢ti k�lb C{ k F, _ fR SH 0/ qE ptiE COUNTY fhGfNlfk DATE N •3Bt t - . C 1600 88� BENCH MARK R. R. Spike in Power Pole o C' �` 8 �► p _ x. J 436577E Northwest 0 m Corner Nineteenth Street N.�. ExiSr. and Jasper Street i w�ST / 4w.c: . C ? �� ELEV. 1583. 13 p/8 o�c�• � Z-o� tj so 7• 1590 .:1590 o w�sr 1` - 1600 obi 00 ro �- Q� +� = - - N Tow IN xv �. � 0 � o V N tv �i w o n ,00• YG p N . o•yr 78.54'YG. �1 /% 8 '15-, E'X/ST Gl?OUNT.� 88 t ` o.c. 1590 1590 �. titiis�� .�/ c .. 1600 1580 �� sz2i �1 8 axIST GlOUN�J V. N i m 0 Wi ory C�r�S �. P. E4./8 �4 �r9ST V \ B..�J" 1580 1590 �,. � 1590 � � ala ,-�� oma-�sr CUra�,3' � � � c� , e, Im N m 0 ` rr�P sr ram /T,141le' p (� � Ih PROFILE SCALE Ir'=40' Horizontal 1580 1't=4' Vertical I t HAWfHO STREET SEES 7" 9 CU/�f.3 LI�TF� CUJaf3 •�Ti9 L SSE S T. 9 2 XI 15 105 83 ,e•c• � , Zti4 f V f ' 8 y 102 103 104 106 7 79 80 81 82 E of W 84 $G8 ZZ_f58//ECR �x 90.00 6 74.00' 74. 140 32.18 �_ (/� 52.83 71, 71.00' 71.00' 14. 30.18 Fy 2 � �� ao 0/ Z' - -- - -_- -- - -- - - - - ---- - - -- �� 5.3.C.D.E. 0 L: - -- -- - — - -_ _- _ -- - - -- ------- - n� SB.0 . '�of 114 , �'`- �2�Q•,ck. TO .AZ - °° '� STREET �h2 c�`°2 HOLLY OAK DRIVE C4 1 �� 9� 9 �o . ��G " 4=25.3 �'2-�" =4© 0% �o�o� 1 `� o ` �v y�. d 253411 rte. o ' �• rn '��`° ► L /77. "32� 583' 310" I W 74. ' 74 43.71.40 ' 90.00 74 - U3 Z 113 �G 3.,35 9�• 0 112 111 110 109 108 107 F- 89 88 87 813 85 Ni 8 b g a CU�� r�•r,� ct�ra� r.�T� T:PO. Cts' 1 . I I _ 3, CbO/A �" CLJl.?8 GUTTEl7 Pyr? SB• GZ7. S'T.C7 ,U!/VG. 'Ila 5. CONST CO/VC. C�OS�' GU 7`?E'TJ PET.? S.8. CO. ST.t7. T,yc/G. ll9 �-- LO/\/STC01\1C. " S7-20 D ✓a /0 0 T/t'E' 1;9'o/_ ?3' - COn/Sl- (_`0AAC. //O - _' F I l0 ft�:OK RE COUNITY of .� �... N t � TRACT N0. 9325 PREPARED IN THE OFFICE OF ' «�� E'a'r` �ts�?�i k7 . J. P KAPP 81 ASSOCIATES, INC. L_'.� REYtSE G' TO 9"Gt1R6 TIZANdIYIDN Tb � �_ � I�.Is. ROAD D A � MI " N CONSULTING CIVIL ENGINEERS 5`rD• "currB GUTTER UPLAND AREA { $ REMOVE 61DEWAtK CNLvERT ; F. C.Z• f�?✓. P ' 501 PARK CENTER DRIVE, SUITE 200 .. __. _ I t. • " TOPAZ E 8� Dwev. No t 7 ANTA ANA CALIFORNIA 92750 s.,�. ,irf� e, coE -- t �. . __ 4 .,_.__.� 5��� P ONE (714) 547- »ii(0. HOLLY ` s 1 J. Q KAP FiC'E 22015 TE ' s� REVISrOtJS tg t`6� } L)A7 FSSr k:=� t `F: f t + Cc?P,'Y �rVCIF �f t�tTf :' - K DRIVE �i. <-. c.. ... .' •'.t1p:"'if..y '-"' R Rnnlrt • _ - - -sw.rwlw!r+c..-.-ems... .._ -... tt sva......, -., -->. .. - w."'/ } rf+ • p� .BENC/-/ Mr9,2�C V, .� !DO'Y.0. � � ¢3!o57TE' /►/O,?THl�t/E�7" CO�NE�P /00• V V ST aAZVZ�/D P9N1� EX/ ogo •Y.c. io • ✓.c• " / �xl-'57. zs 7.3 2 0 N N •m 06,07 h t� Q '� a N. • N NE- /�jo Lazo Lazo lee o _ � � . � .� �• � /oo VC. V � S t\ N N rn 30•'73 v � It 11 T� IJP L5 Q '�. ►,! / COn�sT 01"Me- >Vfl�7 ARIES V Ri ca/vsr' `vEs 8° 0 �' /� 0"roe o ra e.. G t/.e8 jppo W CU� N N 3 3.50 /44 ✓.G Q N � � �.c cciTa ,4.c. cUsg . / l v P_A = 05. z9 `1 C "/sT V 61 m y, 0 �.e8, , .vw?les vr9APigs VAp��s S �. 0 0 Q o0 2 � 41N N /G/o �` , i• ioeo lazo o ^N' C p �• N �• n Sl/PfF C 4 Q O O '�1 v 1 V �,2 CarVS/"3'A.C.�'I/MT. OA/ N o 0 ��'✓.c ? p 0 p N '� ® v sTn. cfaz4.z To sr�- 8 ,� 70.40 v N : Ih N �/ - /3.45 N � C � n �. �. _!00' ✓.G'• Q� ST�9. I/�-5d•0p T1� srr9. /3 f l03.9e • .g p f/w�5"ED V (t� 1� �i �/. - 3/ 73 WCURB STA. 6/63.39 Td 7,1A?42 Xis r• m v h , SG/,a°��'� �, '� \ /3 t20.G10 TD/31.59.38 CURB Sr 6f6/.4STd 7s/Z 42 e4�Na � � m� • , /3 t2D.DID Ta /3fS9.3B ADO• 0 {� )c =2B 7S v y i` EX/S . F'L. 06.07 ^ Q EX'/sT. QQOUn/I> Q T 2'L V U $ y �. IN /lv/O - V � � !moo/D ' � /ro 20 /moo D Z N • � �► N V U �s / 030 r IE J x�sr v h tib .so. - g ►� t\ p h �,�o�.Ya p N ��; /-A vA� �Q .. 1p0 ^ V p �• 05 / XO/ L� �C� /L.� CoiVST. 3`/9C /Co b /ry P✓.�rr. GRcaUNh ,�0 V �'�r b �N Q W , HDA/Z.• STr9. 8 70. aIQ TO STf9 c�Re o 4 e Q �p I 1/EiPT•• = 4 , , J. 6 7 - 8 9 10 11 /azo 12 13 14 J HIGHLAND GAlDEI� To ,eE 7;e-, /8 AVENUE 1 ' STREET /+�/r9iv Q tet• , . �� - �� � � � IJ j : _:..:, �•;• •.,:. ••�,:rt..t.. /6 $�E SH T. 5 orf S/LFA�• C�ir� N (� 03.3/T.C• � '�l�i-'" � i ft. = CIL /6 U Ib /71 p • _ • r •,•• �• �• t N ••• • • r t 0 0 •� `� • �; f�nr�+�',sz OV�,e• �lSr v /V�T�L� 'TION /VOTES i7 i Q 3" e- C NT �J x,10 CST. Pi'9YEME' CO"-'57- D"7o,5`A C. 0eJR,B /87 j � - �J-CG�NST. F�i9TH�,� O✓E� EY/5T. �'9.C. t�MT. N � A c cU b /7 COwSr SA�4R/CADS' yFf� SASS/8�"RN.9R0//tom d� ST27. f�LAh!�3�5 - .�drL f Za, t n JASPER STREET - - -�---- _ _ W.o. No. PREPARED IN THE OFFICE of FIELD BOOK REF, COUNTY OF SAN BERNARDINO TRACT N0. 9325 ell �.P KAPP & ASSOCIATES, INC. ROAD DEPARTMENT ROAD NO. /7 CONSULTING CIVIL ENGINEERS _ _ ---- DE,iGNED BY DRAWN BY CHECKED BY APPROVED BY UPLAND RE - _ - - 501 • PARK 'CENTER DRIVE, SUITE 200 FILL= NO. s' SANTA ANA, CALIFORNIA 02750 SUBMITTED BY C.D JASPER STREET E (714) 547- 445 ASST COUNTY ENGR -ROADS DATE yP _ - RECOMMENDED/ APP OV BY - .. 2"igf3/CARE �QV.2� 7 eeduce 5trcz+w idih delete AC berm z Z•�p t2. (�•'1� / i "� J• KAF'F' 22015 0 1Tc MARK REVISIONS ASST ROAD COM IONER - E GR DATE COUNTY ENGINEER DATE SHEET// Of �L r I , STEEL A/�GLIrk WMt+IEtE CAR y - -�4 BAR B,qT 777 4/Z $iLpPE`4 � � f BOND t*-Am 8LOCN �',4 + p / J R INF 11! �_-vFRTICAL E j i = ep4 OARS Q 24" 0 C r` Tn GT �� 4 conk• � � �, I , " --BOND BEAM 9L6C,' `.. OR e" � • :1' 510'8: 1.3 '1 MAX t CLl? 3Galz • 6� 12" 00 -S�yD ALTUMA'TE PJARS • 24 SECT/O/4/ 577 1 ALL VERTICAL CELLS COMA' AWNING Niwb1fCtt�, SMS SHALL, IN FILLED Wt" �7"��L / P6 GROUP' +N A001TION, WHERE 6 BUCK! ARS USED ALL CELLS WITHOUT VERTICAL � - - i�••• REIIuFOgCING STEEL SHALL BE FILLED WITH GROUT TO TOP OF BOND SAM - - t A. GAL1�ANlZE,� STEEL f�NGLE 'silz�Jl3"Jl " /D' AT MIOHEIGHT 0r WALL ,B 09/VC/HOl? ' -3 2 THE BLOCK WALL COU"S ANC FW11f" MAY ft IIUILT PARALLEL WITH THE C. / �,�lJ SIREET GRADE 17% MAX.) OR STEPPES - 0 3 ALL MALLS SHALL BE PLUMB �Lav✓Lii�/E Po�Nr-N � A. BACKFILL SHALL BE COMPACTED TO A MIN IW 'M OF T f EDF/L� S FOOTING SHALL OF CLASS 8 CONCAETE 6 CONCRETE BLOCK SHALL 1![ GRAOF M UNITS, CONFURNnNG TO ASTM MIGNATtOrf NO. C3D q b�r�iv JPlY L 7 REINFORCING STEED, GROUT MORTAR, ANO CLASS 8 CO'V�RETE SHALL CONFORM , TO THF STANDARII SPFCIF►CATIONS ELIMINATE -MORTAR IN ALL veMcAL Jort�f'rs -rM r� QOUR9E Af10VE Rtlllst•i GRADE. / �/JU /0,=- WALL J� s. IM"OPEN JOINTS EXTENDING THROUG" THE ENTIRE HEIGHT OF THE (LOCK WALL, WALL K 3►ACED AT A MATIUM OF 50'. , r 10. ELIMINATE MID-HEIGHT BOND BEAM IN WALLS WHERE H=4e OR LESS. NOTE'S' 4 /. �" Off' $4� Tb SE' T/.�1�/EL EL7 Sic�IGL�T.i•�. t 4 r' , �NL�'T T'YJ�� T LAG/ ' f�TT.�ETG�E"1��r1 2 .. , ' ,�EC �Tl1/� SGC /%Gl�LL. EXTNS/O/`/ /S' /`/OT' Tr�E' sT'.C7. /�L�9�/ Ivo• i C,� 0f= TSE-'GC/�7L.�C /S 2� MSE fr�ca� 7 /v/O SC'f9L E J��GS/ LINE. 4. ?t�P /- •gT��'p S �-L �Tua -��8"�.��g" yt//TN yE�z7 ,BUT`T /-t/��D = a - STREET F- W SEE STD I10 OR ITOE R� RAMPS cr AND WEAKENED PLANt JOINTS I s MATERIAL 1/4" PREVOLOED ' EXPANSION, JOINT w•---�-.-- MATERIAL(TYP.) R/W b w� ; t o ` CpI enrE KO4 WALL - (20'RADtUS) 1 , SLOCKWALL LOCATION Tl?EE_ t 'AT INTERSECTION .' N0. Ue>TF RL�/1StOty APP ✓PLP-GRED IN 7NE FIELD d001.4 F%EFERENCE- COUNTY � 3AN 5MMNAFRC)iNO W0 NO' J. P KAFP 81 ASSOCIATES, INC. I M PROVEM ANT PLANS FOR _ _ _ ROAD D�PAF�TM ANT 43x.5'77� A1011T/-IWEST CO/?/L/�� r1" d 0 CIVIL ENGINEERS RaAD NO. o wN �. A>�R TRAr-T N0.. 93Z5 /NETEENTH ST/?E'E7r" �3N1� 1501 PARK CENTER DRIVE, SUITE 200+ FILE iVo. SANTA ANA, CALIFORNIA S2750 � �°-'Z(•11 w, �NLIT14) "�4T- 8445 -_ cNrJrK Aa�'T c +►�. ca,= . 1 V AffeZ vad �, - ��,� � n>rcoM MEfu >�,- G- Dl� D ETA I L SH E.ET ` SHEET 12 Of d- KAPI� s P R 22015 v 7 NO Fi Ems,I eJ I o t—t DY ps rt CpL*4^ry 11VQ+ry rS Dn.T!