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I aS f t I h \ h , 4 R 1 t s i : , , : 1 , O h + , , i 1 W + t S C A I L 1 � 1 E S '�. r r 1 - ► �� I ?� r � 1 1 I i _ _ f , , ' t 1112_ __---...�,� _ _ .�_, _.b_. � , � _ 1111, _ i]{ 4 ` • 1... ., • .. 1111 - � '. - .' ° - ' -°. � �� -.... 1111.. 1111>, , _ , i 1111_ .., s ; i i . _ �_. -_,_._..__ �. ._1111 :w . 1211 a . _ , # f S ___. 1111 _ . . _ _. .� ., - , � _ _ _ s 7 5 6 T 8 _ 9 to ii . , J2 13 i4 PL •'Ann/nOnr nraicar�ow ESTIMATE OF OUA,� TI TIES SCALE I � = 4 I % � 66' 3 /T�i D `RIF'TIOl11 ' 3 3 6o e _ �Qu4Nr/T � U �r � �xa� s � 33' 33" � 30' W ` 1 CLEARING EXCAVATIGN & GRADING - T "- RW- MF M .S . INCl. > ALL rtfM,l;vA�:; ,ver IT,.��+i1% ___ -_._, __ _. . __ \ T. 0.2�' THICK A<C . PAVEMENT l2 077 • (•sc 1_MS AVE . 8 FE RGN Ei-VG) - !1 ?2 22 !1 Ql 8' 12' 10' Il' II' 8' C NST . P.C .C . CURB a GUTTER -8"C .F . 560 L . <<ft N O S' l0.5' II' 11' 11 11 , 4 `► z',.e,-•/• N.ST. 4' 6ARRICAGE 8t A.C . PAVFMNT E H ri N 7 0 0. o ,cEdTr/�JP C 4' S. ,e EoL✓000 Ale4oE,e wje7 L.F. 4' Ltr�/Line r p.t4 c 'x' i CONDT/1'�IV �L',C Cm'STR 305. I r ' fi.fY , N i flT� ET _� %•I �'` O.36 > a � : Q 54 0.34 O./4 0.36 I II -- - =1-�c- - __ __ ��� CONSTRUCTION NOTES FOR STREET TREES II _ �"Q II �� 2; r- '�_' rDN3T�W. NtRClT►'sm �os 1 . All street trees are to be placed in accordance with City C� o1sb-aC1 P. C!C_ -27' faff,,e S;41L/'t -z�, Standard 601 . II 4-. 06%6 ,9..tf ,'- r Oov,c•4,act0..26'A.0. f* eow,,t II o Exist.Ca.•6 Gutta- con3frwet p,0.0• 2. Al 1 street trees shat 1 be staked and 1 anted accord i n to City II a p Consf�-act 0 2S A.C- Cprb gGwtter Ahr � p g I I �'�C�� .Sfd No. //5, a 1% h� L Pavement, _5tcdA/o. //S Standard 605A or 605B as proximity to hardscape dictates. pk Fc/zf 0.20 A.C, Pwt+ enf r S II �O h� 3. Backfill mixture o all street trees shall be per the I `�� 1 TYPICAL SECTIO o , k\ o/o' T,4/ele A.C. �P_ZZAY �� a �' 0 � recommendations of an agronomic soils report furnished to the 2 City Inspector. II �O N ( FERON BLVD.) ) ' II 0 %� TYPICAL SECTION ( HELMS AVE. ) �� 4. No street tree shall be lanted where the center of the trunk is ' X q�' • Scale t Horiz. I"� 10' 1111 �ac��u p ,s_ , J 1 ((�� vv •Q� Scale Horiz. I = 10 closer than three feet (3' ) to the face of curb. unless otherwise I II X Vert' I 4 ��'1 , N CoQ Vert. l"= 4' HELMS AVENUE noted. b I. . I' I� j !4 .%,, 4X/sT�NeeoaowvavLr �ff¢�-Ifeal" . rJA /� 5. All street trees are sub 'ect to ins ection and Acte tante b the u t/ i \h'�Q� MA%N. W'=35% PCR C/ry�TU 306,7 Q t Q .,5 c ¢��n sl DA J P p y II !S'f/2.33 I , . ." Cµ'=_r1���r �., t� �j•1�1 t, Tl,t>t it_, I i( h/a wa„ -� -,n WB„'y- -- a WB„ -ten W3, ..� -- o err We„ /rte h .~ \ �+- _ I 2. / X4049ve O.A. N :. .+ ' _2'FEcITNE,P wl� Q 8 9 ft�10�1*(1tnt�Q'frnEtti'ALk 511 12f uNp�es, WAL v ewe W I m _ _s .! �c ! ,. .. a' J 2 4 ll4 107-O � I ll I �iEx/st Sewer- M. H. 3 .a+4T± T� , �ELOCrvrE /ST/NG CHA/N L/ KfENC CONST. ,G4MPPfRG/TY I: #, /L k Exist Seo✓er/vI U 7 :BE �PELOC.4TE �E�GpCE T,P. 3/0. '0 6.67T.C.f'EKfJ 0 D_A, t$'TA 5 _ TT ✓oirf Exist C` Pavement tv �� , � 1 'rJ4U- 'r • /NSTALL R26 I n 3 And Curb /ter N nl t RC�OYE EXTQ pA. �.. E(B ��� ToG,G4OE. Az _- 6-L _ IDENTICAL w_,:":, : 7.� . d, d _ w cTr�� 3 �'Bmp +s+ Ct4 SW S4 F - /l/1✓UST UT/L/TY/�4U/T3 , � _ _ _ F.L _ - / --A r E,k/5T/t/G Q/{Y - - - �� f / �_ '-CONST RAMP h' i \. - ' N5T 5//>FN/�1LK PL?C/TY5T0. 305. 1 83 6.66 r.c 1 /N6TALL R26 �. �'� I+�Y� /,COR fC�W `� E c �' 1 / --* ._... 5 �ili.Al 2 'ri �,t eTt?a/o. �' S �ao� �G, I�'� is �n .'. ,r:' s. 99FL. '''1 2 ►.� '� o./o',a G. CAP F ', ,e�w. / Qi GENERAL N 0 T E S �, o ` ►2 +25 iN STAN socf_ L2 : r. Curb /Pefurrz jkito ti )'�\�/ Tf56.o ,9100N7 +Gr*7 STOP 5i ��� !2 3 148. fl0 Y,s�� E\ © o/ 1 U #'FE4 TNER cON57/oL,f a�G FI�.�2 sr� 30,3© 0� r .� ZQ Er k _� far k wok rt P S /NSTALL BT. G/GHT, iSODLUMCiV fi!/.d�.' ,i/Y I n� 117, CAL. ED/dON OA/o AND CaoRp/NATL=O ., I +e, be,rerrevecl Q _ -- ti 636 •3' • D= 80.334-¢� 2 I. ALL MCRR SMALL BE DONE I'N ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. ' LiYOEf/ELOpveR /NSTALL ,Q26ONPOLE kt, Q k a 20' N' I t. ALL PIPELINES OR SUBCTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN 'OR NOT SHOWN ON /'t / c, 3 .�� 3,5Xt05/OnW4LR ?NESE PLANS WITHIN TtFE LIMITS OF THIS StfBDIVISION OR IN ADJACLtiT AREAS WHERE IMPROVEMENT W'1-4 IS TC BE CINE SHALL BE REMOVED OR 3 II O ' ZXiSt 8`�✓i1Sn I - y • T'z 16.95 Da p ftlSLrMENT •-/ v iLLOCATED AS RE UiRED AT NO COST TO THE SAN BERNA�DINO COUNTY ROAD DEPARTMENT. PP( fl12 9�-O 5 -----.-- - "- GX/5T/NC S'C.L.f T17 5� E'tLOGATEO _ ----- -- = - ,4 3 6 Q `�I n1 L = 28.12 ^� 3� 9. THE RESPOwSI tLIQTY OF ADJUSTING # ANHOLE COVERS, PAYING RCPAIR AND PAYING f`E.FLACEMENT IN COFN�CTIi«N WITH SURDIYISIIN SEWER AND WATER y �_ } W h 7 N • p LINE 1tSTALLATIINS WILL BE TME °ESPGNSI .ILI-Y OF THE OWNER, AND SHALL BE A�c�MitI: IED WIT' CUNT\ ORDINANCES. O II -� ~ ��- O _ _ GY/STING 7Xc�9TO x,r�,�save.� �p Q� �. ANY CONTRACTOR PEkFOFMING WQRK =N THIS PROJECT SHALL FAMILIARIZE �tMS�LF SIT ' ThE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY �! rI _�- ti ti QN 0 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FRO'f HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN OM NGS/ w b '� (V © �Q THESE PLRIISr. I I) - * h - - �o O / Alin - ti. SHADING ON STREETnPLANS INDICATES A.C. PAYEMEkT T^. BE INSTALLED. Constractiorr �� I �' v �W 6. A PERMIT WILL BE wEQLIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTftOCTION WITNIK THE l II N ��,�se 1 ,�- 0 6.29.Pb D-.Q SAN BERNARD IND COUNTY EASEMENTS OR R IGHTg-OF-WAY. A Dh/ ICOUTE 0 �� � E 6+37.53 � �t�N9TXdOT/�N J T �� �. ROAR DEP4RTlIENT APPROVAL DOES !10T INCLUDE EST IMA?E OF Ql14NTIT1E5. 196 1 • I Construct 0 . 20 ' Paveelent 8. iAE.QUATE ST6:KES Sh. LL BE S�T BY THE ENGINEER 70 ENABLE T.sE CONTRACTOR TO CONSTRUCT THE WORK TO THE PL#N GRADES. Q I II Reloca a 24.96' - '+ ,+ 9. SUfi-GRADE STAKES DRIVEN TO TAE PAVEMENT SUB-GRADE ELEVATION SHALL BE SET 13Y THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT `t ' Fire H � - 2 Construct P.C.C. Curb and Gutter Per STD. No. �.0 ALL H11iGf, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT 110T MORE THAN 50 FOOT INTERVALS. q I r 'b n - � A /NTN 7 J SMeR7' '` B LVD 3 onstruct 3.0 Barricade & A•.<r. Pavement Per •STD. No. 305 ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VEBTICAI CURVE AREAS., SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAYING TO PERMIT h N # II • t 0 - 6f1OT CHL. "ANG OF ,;Ft1B-GRADE BY INSPECTION PERSONNEL. "K I Exist S'a.,/er ,Af y 1,' and No. 305A.' �, " i + W 10. COMPACTION TESfS 1)F EMBANKMENT CONSTRUCTIO TRENCH lACKFILL COMPACTING ORIGINAL GRiUNO AND ALL SUB-GRADES SHALL BE ACCOR". ING TO 3 eo1V_19 a//J_-/YALAc POR sT0- dOe® COUNTY STAhbARD SPECIFICATIONS SECTION 19J. A WRITTEN REPORT WITH THESE COMPACTION TEST SHALL BE SUBMITTED TO THE CONTRACTS W I -emo T. 3/15ir ir)TTCr1Y of E.&'t" ADMINISTR/TIOM D1 1SION OF THE COUNTY RGAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATEi'IALS AND/OR SURFACING. Z -' A. r• x.S F• ,C.ie. FARO Bi-.Q �7U 305. /`�\\ ��1 I1. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT I l� ,Q � =y c LISTING ALl TES1 OP DETERMINATIOnS COMPLETED TO VERIFY. I /�t/STALL ,tt6 NO rd tit'M/S ANY77',tft, `�+ �J (� G, *` /Vole : A arl&e"ePee of O.4T er/ats be-ween of,*&n -fii•lhisP*n Ott . A �-, (A) R-VALUE, SIEVE ANALYSIS AND SAND HQUIYALfNT OF AGGREGtTE BASES. E/6HT sr�ET ,• -r CN � (8) STABILITY, OIL COiiTENT AND SIEVE ANALYSIS OF AS pi=ALT SURFACING. end A/afun► {vr the Purce/aline 6yGinvi//r -SondBrsoi► inFerorr I ,�01'� �' 12. MHEN 11SPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH COfSISTS OF A ROCKY MATF'.IIL, TME SUBG4ADL SHALL dE PRtPARED BY�It'MOYI1fG ALL RQCIf3 - I-- I / z , *1 CH PROTRUDE ADOYt THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED W'IT:i A FINE �,RAhED MATERIAL OFA UALITY BETTEk THAN THE V�Ctn� MOP , I D/►al. (iCvad/bb. ?/8850, Fi/e A/o. 93-95). = N:T I YE MATERIAL. _ ;�; ar/s7�. d O.,e. "C.YrP oNL'Y` N� `fIE�,� 19. AT TSf. COMPLT710N OF ROUGH GRA+LNG 'A�4ATfeI:,LS REi"!RTFti THE PRtF4OSED STRUCTURAL SECTION SHALL BE 3UL"�ITTED BY THE TRACT ENGI`;EER /Uo Sco% 22� 22' 7t30O'�/NSTALL 6T. L/Gf/T F><P (2- 31-�l I I , 33' 33 -•I: O oOLUMGI/ ,5!o5.Y, OYso•c4e. ,� * TQ iNE SU 3bl�ISION SECTION OF THE SAN aERNARDINO COUNTY �r,AD DEPAKTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL DE GIVEN NH EN ALL SPECIAL NOTE FROM PRIVATE ENGINFFR TO CONTRACTOR ' . - Ooisow,04J , ,VrJCOORO/IV T n STRUCTURAL SECTION REQUIRES NTS HAVE BEEN MET. Contractor agrees that he shall assume sole and complete responsihility for job site - 6' `c' <ar oFve%o .Q. i 4 pp,, \ T. l N N 7f33.64 \ 1Nr� r , , Y Q 26�e) ' 1,I G P,gr10wfE, sAFC F To Co rN1 Ehc 1' /Jt/ST,tt(L �PP6 i conditions during the course of construction of this Protect, mcludtng safety of all persons , East• v End aT3tracfio/7 r��C, i _ '1 j and property; that this requirement shall apply continuously and not be limited to normal f•r.l 1 working hours; and that the Contractor shall defend, indemnify and hold the Owner and /,�ST4GL ,eEL7i✓Ot00 _, - Lowe, N,ri . 1t-T r} the Engineer harmless from any and all liability, real or alleged, in connection with the ~'�`I oE'� /NSTAGC &AARACAPe �,� ASSOCIATED ENGINEERS FIELD BOOK REF. CITY OF IMPROVEMENT PLANS w' O �' performance of work on this Project, excepting for liability arising from the sole negli- ®TREE LEGEND yTo. ". - REM'r/E t;r%. •` _.-,;. . '/A-s.: NCJW .,.A- 4-+3-s 7 RANCH C U C A M O N G A Bence of the Oaner or the Engineer. .. 316 EAST 'E" STREET t ��OVAN /.6i/OF�VALK�A/2DS.IS!�46&44,e'✓Vr ,or - ROAD NO. COMMON NAME STREET BOTANICAL NAME SIZE QUANTITY SPACING n' � 'cH 1- �Y ��IcAT'�A' Designed y �XD. A OVE-U ONTARIO, CALiF 91784 _ or•wn B �.w. FERON BLVD. IN HELMS AVE. 714 - 986 - '5818 3 mow[A - /A/EEE I N Z.�'l / _S,' FILE NO. t Holly Oak Ninth St. Quercusi l ex 15 Gals. 3 40 O.C.- 4 rof 5, /2f39�+ao fn 4�r„r,e_sr�N 4(K r}Faf� .,}q9 G,�ctt�a •-M, Recommended By STA.5+12.33 TO STAT+33.64 ( FERON BLVD.) JOB N0. 77- 121 Sweet Gum Peron Blvd. & - Liquid Ambar 15 Gals. 29 30 O.0 • � _ //-7-78 Helms Ave. R. • E. 23814 DATE LAR REVtMNS APPR DATE ,�•1••• M, WT'C' STA. 5+12.33 TO STA.T+00.00 1, HELMS AVE. ) 3�EET __L_ at _ I 4