Loading...
HomeMy WebLinkAbout2022 I f STREET IMPROVEMENT PLANS HKLSM RW � v6 KILSO V I E) UE ;• Phl 1 089 GENERAL NOTES CITY OF -RANCHO CUCAMONGA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPEC1fTCADONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT WICM AWW EDITION INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL. BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, USTATEOFCALIFORNIA NTY AN VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN AMC£NT AREAS WHERE IMPROVEMENT KIRK IS TO BE DONE SHALL VICINITY MAP BE REMOVED, REPLACED, RELOCATED OR PROTECTED 1N PLACE AS REQUIRED AT NO COST t0 THE CITY OF RANCHO CUC�4MONGA. N.T.S. 3 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT FAMILIARIZE HIMSELF' WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR CONTRACTOR'S RESPONSIBILITY FOR SAFETY: INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS IN SUBMITTING A 810 FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 4. A PERMIT SWAtI BE OBTAINED FROM 1H£ CITY OF RANCHO CUCAMONGA PUBLIC WORKS, RESPONSIBUN FOR JOB SITE CONDfITONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING CIZ+QACHMETVT OR CONSTRUC110N WITHIN ANY CITY OF EN NY ENSAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SWALL APPLY CONTINUOUSLY AND NOT BE ENGINEERING DEPARTMENT PRIOR TO A RANCHO CUG4MONGA EASEMENT OR R ANY E--WAY. LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SWILL DEFEND, INDEMNIFY AND HOLD THE UTILITY PURVEYORS OWNER, THE ENGINEER AND THE CITY OF FONITANA HARMLESS FROM ANY AND ALL LWBIUTY, REAL OR ALLEGED, 5. ALL GRADE STAKES SIM BE SET BY THE CONTRACTOR OR DWIN£ER PAVING STAKES SHALL BE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LI48ILITY ARISING FROM CABLE TV, SET AT ALL HINGE POINTS, EDGE OF PAVENETVT POINTS WITHIN 0.01 FOOT Of SUB-GRADE (800) SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF FONTANA. ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS ADDITIONAL PAVING STAKES MAY BE (804) 626-6299 (PORTION OF RED HILL) REQUIRED BY C17Y ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS CWIRIER COMMUNICATIONS CORP. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTTLI TY LATERALS, MANS, OR CROSSINGSPRIVATE ENGINEER'S NOTICE TO CONTRACTORS: 6680 VIEW PARK COURT SHALL BE CONSTRUCTED PRIOR TO PAVING. RIVERSIDE, CALIFORNU 92503 (909) 987-6275 Z COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES OR STRUCTURES SHOWN ON THESE PLANS GROUND AND ALL SUB-GRADES SHALL BE PERWORMED AT NO COST TO THE CITY OF RANCHO ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ELEC T CUCAMONGA A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SOUTHERN CALIFORNIA EDISON COMPANY CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AN%R SURFACING. MEASURES TO PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON 7951 REDWOOD AVENUE THIS DRAWING PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL TOLL FREE, 1-800-422-4133 TO VERIFY FONTMk CA 92336 & AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO 1H£ CITY THE UNDERGROUND LOCATION OF GAS AND TELEPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF (800) 655-4555 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPL.EIEO TO VERIFY STABILITY, OIL CONTENT EXCAVATION. M. AND GM17ON OF ASPHALT PAVING SOUTHERN CALIFORNIA GAS COMPANY I PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY RESIDENTIAL (804) 427-2200 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMRLETED TO VERIFYR-VALUE, SIEVE SURVEY MONUMENT NOTE COMMERCIAL (800) 427-2000 ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE: WATER: 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO SURVEY MONUMENT THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS, OR POINTS CLMWNGA VALLEY WATER DISTRICT DETERMINE STRUCTURAL SECTIONS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND RUFRL7 D BY A 10440 ASHFORD STREET LICENCED LAND SURVEYOR OR REGISTERED CML ENGINEER (AUTHORIZED) TO PRACTICE LAND SURVEYING). BEFORE RANCHO CUG4MONGA, CA 91730-M 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL., ME START OF CONSTRUC17ON CORNER RECORDS SHALL BE FILLED WITH THE COUNTY SURVEYOR THESE CORNER (909) 987-2591 THE SUB-GRADE SHALL 8E PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE RECORDS SHALL DESCRIBED THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE POINTS FOR THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF RESETTING OF A SURVEY MONUMENT. WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER SEWAGE USPOSAL SYSTEM; A QUALITY BETTER THAN THE NATIVE MATERIAL RECORDS SMALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEIN MONUMENTS ClK.AMONGA VALLEY WATER DISTRICT 10440 ASHFORD STREET 12. iF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY R4NCH0 CUCAMONGA, CA 91734-0638 THE EPA FOR USE UNDER AC, AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE 909) 987-2591 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING 13. ES1794TE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE CONSTRUCTION NOTES QUANTITIES DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITANG A W. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SWILL. BE CONSIDERED AS INCLUDED IN THE Q SAWCUT PAUENT 495 LF OTHER ITEMS OF WORK. 2 REMOVE EXISTING PAVING 4,460 SF Q EXISTING SURVEY MOMENTA1lON 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SWILL BE CONSTRUCTED © REMOVE EXISTING POWER POLE & INSTALL UNDERGROUND UTILITY LINES (BY OTHERS)_. 1 EA 1 HEREBY CERTIFY THAT 1 HAVE IDENTTfT£D ALL SURVEY MONUMENTS OF RECORD(S) THAT AT EACH INTERSECTION. ® REMOVE & RELOCATE EXISTING CAN PULL BOX (BY OTHERS) 1 EA COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN y 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 05 COLDMILL 5' WIDE X 2' DEEP 2,475 SF THE FIELD ARE SHOWN ON THESE PLANS ARE DESCRIBED AS FOLLOWCOM F. "0BM A. No. 13669 CORREC77ON OF ERROR ANO OMISSION DISCOVERED DURING CONSMX170N UPON REQUEST THE m © CONSTRUCT $" CURB & 2' GUTTER PER CITY STD t04 (TYPE AZ-8) 3,30 LF Q SET SPIKE & WASHER - RCE 13669 PER RECORD DATA AS SHOWN ON 1R `"A' 8-31-01 � REQUIRED PLAN REVISIONS SWILL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL © CONSTRUCT TEMPORARY 6'A.C. BERM PER CITY ST'D 104 107 LF 16193, M8 287, PGS 59/67 * c1m 'ENONEER 16. WORK SITE AND EXTERIOR STREETS SWILL BE IN A NEAT, CLEAN, WIZARD FREE, ORDERLY STATE, ® CONSTRUCT 4' B-AR-4000 A.C. BASE COURSE OVER 7'AGGREGATE BASE 11,965 SF THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. Q SET SPIKE & WASHER - RCE 13669 PER RECORD DATA AS SHOWN ON TR Q CONSTRUCT 2' C2-AR-4000 A.C. OVERLAY 14,440 SF 1619;, M8 287, PGS 59/67 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. @ CONSTRUCT 16' WIDE RESIDENTIAL. DRIVEWAY PER CITY ST'D 101-A 1530 SFDATE .3 2 's/o � SEE' UTILITY INFORMATION ON THIS SHEET. 0 INSTALL NEW 9500 LUMEN HPSV STREET LIGHT 2 EA CARL T. K088INS, JR RCE NO. 3669 ® /ADJUST WATER VALVES TO GRADE 3 EA 1© STREET TREES SWILL. BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 OF 5_ 10 IA ® RELOCATE EXISTING NO STOPPING/(R26'S) ON STREET LIGHT STANDARD 2 EA NOTE: 1� INSTALL 4' DIA C.LP. ORAIN LINE 6 F.4 QUANTTITES ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE © REMOVE EXISTING A/C 8£RM 62 LF DEVELOPER ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ES7794TM Q REMOVE EXISTING MARKERS AND RETURN TO CITY YARD 4 EAHOF THEPROJECTOF� CONSTRUCTION ITEMS AND MAIMS REQUIRED FOR THE COMPLETION 52' DISCRIPTION OF REVISION DATE CITY APPROVED: 1 20 32 32 CITY OF RANCHO CUCAMONGA 1 COMMUNITY TRAIL BIKE LANE 12' 6' 5'-0" 27'-D' CONSTRUCTION NOTES FOR STREET TREES TITLE SHE 8' 1) ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CRY STANDARD PLANS SEAL WIL SDN AVENUE - PM 16 OS 9 SHEET INDEX �< 2) PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMJC SOILS REPORT SHALL BE ' — — ——— __t_5q t — FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXOT1ES OR NUTRIENT DEFICIENCIES MAY FROM HERMOSA AVENUE TO 660' E/0 HERMOSA AVENUE 1 TITLE SHEET — t — — — — — —— _-- REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR 2 WILSON AVENUE "a t 3) ALL STREET TREES ARE SUBJECT TO INSPECTION ANO ACCEPTANCE BY THE ENGINEERING DIVISION QRE gQ'V,�, RDW2004-01798 3 STREET SECTIONS 4) STREET TREES ARE TO BE PLANTED PER PUBIC IMPROVEMENT PLANS ONLY F� APPROVED B Y r _ DATE, 6 4 LANDSCAPING & TRAFFIC CARL z KOBBINs, Tr. CITY ENGINEER, /V i R.C.E, NO, — 5 DETAIL PLATES TYPICAL SECTIONrn BM 10103 WILSON AVENUE MIN �' NO. 13669 m DESIGN C.T.K. INC. RECOMMENDED Exp. 3-31-0 9 C K. '� GROW * >� L N.T.S. STREET NAME BOTANICAL NAME COMMON NAME SPACING SIZE QTY. CIVIL ENGINEER DRAWN CON TING AVE. SUITE too SHEET if 2 BRASS DISC IN CONC. CURB STAMPED CITY Of RANCHO SPACE CONSULTING ENGINEERS J.R. MONTCLAIR, CALIFORNIA 91763 1 b CUCAMONGA BM 10103 1987 AT SOUTHEAST CORNER OR HERMOSA T.I. = 8 T 9 9 `94 - 701 9 9 949-8433 FAX OF AVENUE AND Wtcsad AVENUE AT END OF CURB RETURN WILSON INDICA CRAPE MYRTLE HYBRID- 3 FT. 20 FT. O.C. 24-INCH 10 Cq�� t WILSON AVENUE MUSKOGEE LAVENDAR BOX CHECKED DRAWING NO. • R.C.E.NO, 13669 EL= 1781.647 DATE or FILE N0. 2022 gmS w_—w—���sew ii�i�ss�s iii—iiiii i��iillwiil =������� llillwil illilwlllSamoan*Ulm �illillll �illlii llwwlliil ilwll �liwillii�iiilliiil� �� �iwlwlwill iilwlilll llwwwllll lliwlilil _wiwii +•MM illiiliii�iwl �� ���� liii�iwiwwiliM—=wwiw—_�__i—_ —_—_�_�__ _ _ ii liwi lllw /lll�lwii ���� ������s�=s��iiiiiiiii -iiit• -- -wS-WO '��f����- - --r--- --=--w--- iiwwl - --ti'-- -'-----iii-'--i-Sit. -- ---rs-irir iiiii-ri--lilt✓-i•- ---ilii-- -- ti -- —ii=ii—ii—moi —r— ������� t�� >•� ���� r•S��ii��iii����� � moo= >• iliiil•� �i� ta�a '�iiiiiii� >•iiiiiiii�„iiiiiii ililiilll ii�lllliiME ii��sliww il�ilwi w �_�_'iwiiii iwwwiii wi www :—=ssttllttttttl=��tttlt�s�=��= l lwll'lwil�llli liiliiill ii��s ■�llllllll .tt�ii w i ■lil�liiii iiiiiiiii iiiliiii iiiiii��� ��������� ������l�tttttttttttttt.�ii�Zliiiii�iwiiii��= ����i�.�ii�i�i�siiii�iiii�i � �iillllllii iililwilil iillilll wllili.Ali iiiii ���iii�ll� �r����wiw'•iliwliiiw i���SS��—'��������� ����iiiii ww�i i—iii_ —i--i---�i--i-- S���S' ii���� �■'S�wiiwa��iiiiiwii w iiwiiii�iiwwi Jsiiliiiii�iiiiiiiii iiiiiiiii iii�l ilii iiiilliwi ilillllll�lllllliwl illlilll iiiii�:!•ii—i��lii l ��i iiiiii iiiiiiiii i iiiiiii iiiii �llilllMEN”llwwl s'iiiii_i�wiiiiiiii•�—iiii_w_i_i_i_ S_�� � Samoan!������� i iiiii ✓_iiiii ZM='=wwii ==M== === == MMM Sam ==M ilii it wli "t�iiiwi lll moi liii sll=w=lw_i_l_i_l_l —ii �: lll�il_l_l_l_l_il_l mmone ill Slillllll iiiii �llliiliilliilill ii =M mom=i�i�.ilitom ��lillll � MM�= iiiiii ll l is !♦i_l_i!i!l!iii_i_ iiiiiiiiiiii�"ill illiwwlll�ilwilwili il�.illlii \I•.1'i:.t�Il 1�=•,�1-�.M —11rlIt1/I N_till_lll_lllill _ ZIRM _ .=mmommom ii�!•a�iwl�illilllli i' ��iwiilliii liiliwili it ill�lii w ��r ":�wll wililill/l iilllilli lilllllli�llwlll�ll��l�ll �===�liiilli il'iiliiw iilwiwi .yyl.�lllliiiillliiw ilzuiilll twilit!►_+.ill wli=i�ililillil illiiiill ilii�liii w=�_�_ma_ Zmiill�ill�illiiilll illllllll i�il liwil���������.�1. lliilil ill\mill—OMlil�ll._iJ�liilllllllli�iiwlllilililliiiiilllil�� � 111 !•iiiiiiiii iliiillll�wliliillw� i MEMNON= _iwwli�l_ill wwl��ll��fyyyy��.\�iwi_i_i_l_l_liii_i_i_i_l�ill�_�_—i_illl_ i_il_ _l=��ifa`w__� lilw_l_wlli_l ii_l__l_l_lilw l_wl_ll_ll_ii i__il_li_ll lli_ll �iilill���•��'iilllll�illlllli��s�'������ 1��'-.�iilll'tlilillll�tll !_= �_ il�� .�.����QM�S=�� �iiliiwil■�iliiililliillii/liw�wliiiwiiiiililwwww�il�'�{ min ii--iillii�imission _ii�>•l_lili_ �iil�_ i s�siiiiiiasi�s•— iiilliiiiiiiliiiil !•liliiwwii illiilllli ilililliw illliwiil _i_ii_l_i_i_l_l_ll iwss.l.iiiiii iliii_l_l_i_l_!s-� i•_�iilllllil www�ltttttttttttjlliiwlliliwii ,i'�wii�iiil wX� ������ii iiiiiilli'�lllll��'= ==��� /�■ i_i i_i_l_i_i_i_ i__ll_l_i__ii_ i iiiillliiii� _iMililiiiii=/1■►��lw�.iiii "—ililf�l illllllll ii l�lillllillliill illliiill lull lslillllllillliiillll�wllllilliiitiilllii�'iiliwlll ll i�will wlil�ilwllllalli=.illi��[..=iiilll_li\Lrl��lwl_il_illliw�_i_ll_lll_wlllil_i_ l_iilli__il_l_�ll_i_l_l_ l ._liliwlllllat'•liil ■lllwwl� iii - �t�iil __/�__ _ atlliillll wlillllli���illiwll iw/iwwi���lliwiwww iilL.illlli�r:�willllli00r== �■twit ! 7==w� �=�= _i_'i_l_li_l_i_i_l_i liiiillll_� MINOR= Sii�.11il .��[[� V .til.11i•L:L�[Lf<!iiii�� �����`'__ '_t�_ '_ ��� ��.� , ����__��_�_�__��_i��ii _l_l_l_ l ii iiiill�iiliill/l wliilllil illillil�wl! 1 7�will�\�lllllIt=i4 _'_�__�___—����'�� l�wii l /l�li _�• ill ll�lliiii illililil�illliii_l_l �iiwwwlMiil�iill'�����_���liiii��si'�����mill����s�s�_� !��Sa��=.u7•i���s�—_—M M��_li_li_i_l_l_� �..+���i_i�s�� � ��sss����_�_��_�Si�_�1 SI�i'��witlilllll�l�ilwll Sl�ilil l�l�willii i_l_ii_iiia•!i it •�t=lllil __�_�l_w_i�w��i�i_li_��_�_�l i'S—li,�lUNIONS=� l = S—_�_=�_�_� 2�_� �_�_ �[:-��a r�ai��� a_i_i_i_lit_S•/1 ISI II • •'��.liiwi�� '__�� �.5�� ��S��s��� �wilwllw__l _il_l_i_l_i__wi_w_ �__��_liii_ilil��� !�� T w-ww �lilliwwi illlwiill il�i/lliiiwllls���� ��liwwl�iw iir..r jlllw iwwiM=Zrs:�������a��� iiM =�NI�Ss�sss�s���ssa 111�� ' ��ii iii llwll ill .!_i l ii=iiiii— __i i�'��� �'������� iliililil�iiilllliitiillll�Si�a� .�l���� _•�'��iliill�iwi�l���Z M� �: ���� �is� �ii�illili i�iilliil iiililllw _'Zlill�liii l�illilll llwll ■�iliillit wiillli"�ii iiiiii iiw/iiiii iill��—����iw �i ����•i iiiiillll� i-_ii_iii �_��_���:=��`� `='llli�ii lwlwlw ====iiiii ilwlllwls����lw �lliillll iiilllill �i li il�tiiiiili iii�•r�iiiii ii�;��•• ��ii�tilliiiiii��liil�� � ' �! �iiii �i iii iiiiiiiiii MM== i l i l�iiiiiiii __ _ii_i_!•i�li_i�llllliiwii ilwillwi�l iiwiw __ w l �willllll ililillll it ill�Zl llilil� i tt still l ii �•t Ali tllllllllli will �l ��illli ll���il�lil� llwlillli lliillltw=� tai �ttt= �liililli illiillll�il�wililii _lll_iiili �C�liwii�w� �:1/tll�l iilwlw�lll lllwlwlll llwi/will lllwilllwi lwtll miill/iii'—iliilllll il�i—� =s�==— Siltf xl_ l w� =M===��� illll iii wlwiilwl� www ==.■�l� i iiiii _li_il ' iii twill ilii w llwwl lilllwl/l llwitwlll l ll illi lilt �lilll-li-wl�illllliillill�� =wwi�iliiilliiiwiwwill;�t���������� ��r►r. ►c�7.1n!•rJ1I71�_ !TJ/.T■f'^7��i� '���a�.�wi _l_l_�_l=_l_w_=iil_i_ l_w_l_—_�_ �iilllllliil �a�_��_������a�`�Wsa•, •�i�i.a«•a.a �y .�i.�fl• _. ii_li �i �� w _liww ilii iiwi�—i�-iwll_l�iliiwiill wllwww��>_w�jlwli —i liiiwliiliiillli�=��llil l iww���lwi an mim ��� gu��awww.=�'�l�i liiw/ll lwcl1 i ii i�ii�lwww iwl�s�Mrllllllll'•iill__ii ll lili_�_ Mil/iili�i l_'_�_�_�_�_��iillllll iiillllil� ___ �_ Itlltl.t� llllillMl-�illMM MMQ�_s_ll iilllllll wlwwiwiill wlliiiilll wiillia_'ii��w i��iiiwlwlli i iiiiii iiililwli lillllll _ >•lii_ili_l_l_l i__ii_l_liiii _il liil�s MMM lllilw�wlM illlllili� Sam ==il S� llliiillli _i_i_l_i_i__ii_i_ l___��_�_�_ _��_�_�����Mli_i_i_l_ �_�_ss� iwli= '�,� .'�'�iiiTiTliii it �•llilll ii���������iiiiilliiliiii �S�f �-1r .r�f /�/��`'���iiiilll�/�� iiwi�� —i---M ffY Lw71= %Nli".8 �!♦•i— '�i�=== ===1—=�== '���= =Him Mm5 == Li/4Yl LYiYf.i■ I�—l--i—w--at'\•l--=� t:.- �C ��� 3s s,� �_ =�=_== iliiilli—�lii_l_ll--- --ill /sliiwillll �Sl.1alli iiiiii_iiil�iiiwiwlii�wwiiiiiii iilliwiwi ill_i__ii_i_w_l_lil_l__ii_i_w_i_l_ iliiiiilli��li>•=J/�siiii�ii=iiiiii—�ai�a ���lliiii i• —i=" IlI'\Ir����� �'wii' iii��l�ommons, ll�illl�����i�_� �'�iii illliiiii -�lilllili ���Ma was==== ■ ■�tiT/i_�Ji_■_sa_•i_i�_�i�r i_��i_i_i_r_J��r_■i_ _i_i_ _i_ a�r�il _ __ ■,�__l l__�i_l_l_ it ill i� iiiiii �illlll iiilwlili \�wlilllll . ?33i `I i t l�lililil�iiliiilll 'liiiliii �w� i —t/liiilll�\ 1llll \—ll 111 ��iws��� � %�1-y Mi==ll= ti iiiiii ili��f����"iiiiiwi iwwliliwi iiiiiiiii CT>•iwwtiwww \!,liiww�r=ll�i—lwiil_! =�•S,l ll/wil_i_ l_w_w_w_i__il_w_w_ �_i_w_l_i_l_w_l_i_ i_l_l�_l_ >•liiiiii .• I �I�liiiiii�ii lliiiiiiilll ii iiiliiiilill l_lwiii���liilisl`ll ����iiw� 7'»��� •Irl�� ������� SII Jt\ �liiir���ii�iiillliii iiiiii —•l__l_li_i_ll��` �ii_l_l_ii_l_l�il�_lillll�illlll�li�illlll_lll iii iiiiir`J/��_l_w_ll_l__ll_i__•l..r�lliiwlli C..7i lil�rl►+illll llil�a—t i_ l_l_l_i_l__ll_�_l_l_l_i_i_l_l_l_l_�llll_—_ i_i_i +llLl r=�llliii Ir�i•�iiii�Tl'1>♦w il�liliiattt= w =www—www--wwwwi-w s�lwiiimm ww—iw �i jl.��liiiiiwll �- iiiii= �t-iii>te L i.I1<C /1 i twi=t >_iiiliiiiiiiiiiili __ s!�- ! �__ _-i-_ww_l_�i--_l__ll��i��,s�e..au '�na�i_��i��►l_i__ll_iw_ i_�-_ll_lw_i_i_�l_w_w_l_i_l_wil�li_l_w_l_ ������ li w_l_l=ilt lliilliil Alli ai�'ii�ii illilllil iiiiillll illl�iill illilllll Jll llii��i�r�l ��lillllli��.Jlllll l� i �■. �iil ll—iiiiii i lililil�illli"ll �llilliii ilii ✓iiiii � � �. _ ____ ��A7ir7rrl..Il•�17.TJ I.� R/1_i�I(�.�.i�•ll_i_i_l_i_l__ililill_i__�i_i_�.�_�_iillw�iill llwll�l�lllilil illiliwll wlllwllli ����� >♦liliiii�='�iliilliwili������ �Ssiiiiii�wiiti����alla�Ir.��1 11', I1.1/:�I. .�A'�_I�_ �`�/t'_iiiii_—i_'�__���_i_i�_� MM MMM-=�lwillwwwiwitiwiw ll iiiii= llwil�wii w lw l�iiiw_lll ■a til==l li �i�li s�_ tl!/w��a�����'liililii iilllllll ilillltii!~���� lllliilllili w ilii�aJttta/■rte , �� iwtliiiwww�_�__��__����'��S�l_w_l__lll_l__ll_wlil�l tlliwilll wwi Simmons — h �i—tiil—iil—l—w— l- MINE ■iiiiiiiii ii� .ar•/l�'lii—_ilri�iil�ii�il�i i��_i��_ir�_i��_/�ii�_i�iti�iwai ii'i_�I!�■ zw===il__ii_li_il_ii_ii�_ tii�_ i—__!�i•���l_��ll'ii i_�i—ii—ii—iiiii—ii—i—i_iiii—l—�—ii�i�ili�lili�i�i�i�i_i—�—i—i—ltli�sb=i�—i SsS�=Si�_�_�S��i�_��S�_�_�_�_i_�_ai_l_�l��i��l_��i�_i�_i��ll�lllliis�'t i i_E= l Sam iamoama==EMENCE t l��lliilii� as�ilillliw iiiwillll—_ililiiilli illliiiii�����•liiii iiiiiiiii lwiiiilwii iilw_ll_—_—_—__—_—_--_—_l_l__ww l-'wlwii�i`i lililwl� fl=_ ilwwwillwi�wiilwiii'�i' ii 1� it _ _l_l willwilll lllwl M' l�tiiililil illliilll illlwillt alilliiii iiiii iii �iiiiiiii�wiillilii iiiwiil.lillll �m—wi_i_—_l_l—�������_�—_-i_ii_i_SSSS��_ s liwililillllliiiwlllilllllltl >_iilillii �iliilililt wlilllliii llll�lillll wit _____ � ��lwlwil lilillwww iwilwilll lllwl �iiliillii iiiii/ill ��■■ wlill'll i'ili iiiiii iii�iiMs will ��il iwllllllll iilwl�lll ll ==till ills•1•illiil i�iwllill ilwllwiwi ililiiii =,•1 �l i_w_l_l_lw_lll_i i_w_i_llwlli__ll �llwillli iiiii _i_i__l_liiii_lilii_li i_l_Irlll_iil _wil_ll_i l_i_ill_i_i_wi_iiG�iilwl_ii_ !7�_w_i_w_w=T��l �i_wwlll�ll__iwlli_w_i l_w_ll_w_ �illillllwillliillitili_llll_ll__i_l_i_l_l_lllliM�i�ryf=��sl_l_l_�_��_�_�_�_�_�_l_l�i�illlili_ '_A_��_�_��_�_"� \�_��_�_� `moi iil'�!S�� �'���illl�ilM= �a a i_= —_l_ l_ _l_i_ �'�1�7��_�_l_w_i_wit__ii_i_l__iw_i�'__�'_�_��_�_�_wit_—i_wi_—_ it �( lilil� iw/lw-- r���lilll •illi i• ({l/��l�((yy� �ii ii ■��Si iiitiiii iiiiiiiii iiiiiii i iii i r��illlll !/I—lli1�=•� .—iitiiiltiiil l illlllili���l\r�•��lllll�iiiiilllil it iiiiii i�li��� ' l_.l���—■ Mammalian, iiii� iiiii �La=�IlV�i Bili =wil Mawlilllliilililil it iii llilll�i Ali lily aliilillil iiliiilliiiliillillwilii_ll_l_l_i__w__lit-al_ii_i_i_l_�w��/_ii_l_l_l_l__ii_i_ •(�llliiilli!!�■ —i_i__il__ll_i_ ��.INS �liiilwll iiiiiiiii wi�=��1 i wlil�iiiliiwl•fii/ilii!\l=_�llwiilli�_������5'��L/��V�iiiilil "`liwil�C.� w����= lllw wiwlwl�lw�lwllillww ll lllw � ilw�� a�iit'li�i�iliilliii iillill�i llliilliiiill\•,iiiiii i!tl �wllillli=.�7l wliiiit'_1l! f:ti/iiiii wil=l VAl �llli�iilllliliilliiiilli�ll�illi�i ill i ZZiilillll ililiiilliliiilwil�wllilllliiilla��i iii�J l�ililliiill[�_.>•l�lwiiwl [[��S .iiliili wwili �ill�lllllllli lilwlwlllli iiiiiii illiillllitl�i iilllliwi--r.f. 1•li_w_i_i_i_ii_�!� `•ff:• \.iiiiiii hill iii iiiiiiiiii iiililiiii l�ililliii iiiiiiiii iiiii TV ===`•rr S�illllli!!l!���.�� "%Ul ���'�� 'ss �l�iiilli liwlll�l� li ll ■lwiiliiii l!..rs—llilllllN—llllllwwa/�Ir:+—iiiiiii !.♦ LII`i/lil f]-1• will_ ll iilliilll ii LI�r _=___i_i_i_i_l_ 1L: i_l_l_ll_�i i_�_� wwt_I Iiy�1 i't =_a__w_l_l_l_ _lll_w_i_l_l__lw_ w_i_l_l_w_ —�l_i_i_ll_l_l_li_i_li_il_l_l_l_i_�iwlilillw�_iiilliiill,7wiliii—ls�i --wiwiwliiiiillll—=—I�iwi_ sriiilli��� ����������S�wllllw'��illliwii�wwlllwlll lllww !♦�llillll��illiillli ilillilll illllllii 111�iwlillll=�,ll_l_i_ i1 ��llilllli�illiillli�iiillilll �'lllliil..!•liiwiiiiiii_liiiiiiiiwliiillilMfiii�iiiil�lw�ilwi�� M E_ Alii 111 ill�illl���liillllw wii� '���!•�l\�iiliwili Affil .-Up R�iii�>•l�illwiwili i��'==�=� ��===�=�=����=_�'=��� ■ i��lill �_iili�_iiiii-■iiliiiiiiiiiii _ii y ',=g 111!__�■�illl!!i_iilliiiiiiii _= __ • I I t ilii riiliwiwi impopmag!. i '=g a—= s ��/'���ttttttttt�.l�.f a�-- '���� l.lillllll illllllli iiillilll ��allliil iiliillliii �\ ��,/r•.'. !' illl�ilwls � • �Ti���� �liillllll illitiil!•—�iliiliill�iiillliii�tiiiiiiil i!• iiiili�iiiillll�__� I.1lIir1ll't\=,�1.1•l rffl 'r�•f. w��iiiwa�i li . . a�/illilliiitiiliilliiillilll l it liilllliiiliilii�i�rullliwiil�iiiilllli�=illi,_•ii�r��tr��l illi�liww illwliill�liwllllll�� .' / I '. 1 N / N 1 Za l�� Memo �=i liillill iilliiill�tiillilll�iiillliiii ii�.sJ/i till llwliliili iilillllii tlliillli�'riiiiiillii ilililiiii iiiliiili�l 1' i I •1 1 Ir• • I' �' 1 =—_'i�w�ii���illl�—�'illlillll�illilllll�illiiililt illi/ii l iillllli�iliiliii� iiiii����!!sl��S�Si� it���s„i � llliiii�l�i�liillwlia�=iiiwiwiii�liiiiii--i�i l:lliii��=iwlwlwli�•!3i �������C����� �����������������C�� ������ ������ �������������������������������= illlii���'�"������������tt�” �= iiwiii TTiiT�lwllilill � a��������/'sem �������l���C����������i����� �'��������tt�i����s��'m C=�MMVMWM�y �aC�����C�tlttlttts t a•iliiwlllilli/�/.� Man J�li�s�illliwiliwiillliiliiliil/lii�i�liiilliillliiii/i tiliilli ili�iilwi • 1 I � I / I II II � II II / I � II �1 i 1 � •I ]' 'I 1 'I I I I 11'1 I ; ► I' © I ! ! 1 7' ' � ' • • � i • O I 'i' N ► l Q 1 ; - ill ;• � 1 '� 1 •t 1 I 1 O I •ill FL Q Q i � � � 1 I / ► I � 1 `� � t _, ,, f ' f� E } � E } ��� •/ � O I fir ? f�• � , I •I•I• I �to � • •, /• ".1 1 7 I / •! • Fj O � �i a, �, ,� , �� WE i.���:IV MFMFU d6B' ��® ►'. 'r�®.�r�►= '/'�t►�►�a�'#.i► dd'4"�v�'_'ai_' .f►" '.'d!'d/.A�a�'_d"6►r�i"rB'd'• ..A''•''d!�a��lt►. °,3►°.!►! i�►.b'.v* ` ►��'�A.sais�.�ia"°t?' 8�a�rs.,� eeo�d!+®��'.aa►.� a1 / � _ - - � L L . 9 All AD •� , ' , I WOOD ! .. AN s l I •.1 I J i I' a � � , � l 85GRW ::��T 4 � 87 OF 4Nl-zl- v 84N'000e 85 �— 84 86 oe 83 84FT \2� Yl 8 85 30 20 10 0 10 20 30 s2 11 +65 30 20 10 0 10 20 30 EXISTING CROSS SECTION 30 20 10 0 10 20 30 11 + 15 LOOKING EAST 12+ 15 EXISTING CROSS SECTION EXISTING CROSS SECTION 8 LOOKING EAST LOOKING EAST 8 30 20 10 0 10 20 30 10+57 EXISTING CROSS SECTION LOOKING EAST 8 � 90 91 92 €x►s 88 89 90 91 INN 87 _ 88 ._-- 89— g000l p= .001 19 ROP©Sa IXNfsrfxvr HE — 1 86 1 87 88 8 — 30 20 10 0 10 20 30 30 20 10 0 10 20 30 30 20 10 0 10 20 30 30 20 10 0 10 20 30 12+65 13+ 15 13+65 14+ 14 EXISTING CROSS SECTION EXISTING CROSS SECTION EXISTING CROSS SECTION EXISTING CROSS SECTION LOOKING EAST LOOKING EAST LOOKING EAST LOOKING EAST 94 95 93 94 — €W — ` 93 94 cnlool 92 93— — —� ell) _ — PRO &Eb 111101flotis =F 92 _ 93 EE .R-.4 ]�u10 91— _ - 000, 92 30 20 10 0 10 20 30 PROPOSED- 91 30 20 10 0 10 20 30 16+09 p w W-9 1101 Ts EXISTING CROSS SECTION 90 15+61 LOOKING EAST 30 20 10 0 10 20 30 EXISTING CROSS SECTION 30 20 10 0 10 20 30 15+ 12 LOOKING EAST EXISTING CROSS SECTION 14+64 LOOKING EAST EXISTING CROSS SECTION 97 LOOKING EAST DISCRIPTION OF REVISION DATE CITY APPROVED: 9 CITY OF RANCHO CUCAMONGA STREET SECTIONS Vc SEAL WIL SDN A VENUE - PM 16089 9 _ FROM HERMOSA AVENUE TO bhp' E/0 HERMOSA AVENUE COP9 ROW2004-41798 — - �MPRf�+EMEN F 94 APPROVED BY: - DATE, CARL T. KOBBINS, Jr. Z CITY ENGINEER R,C,E NO, NO. 13669 DESIGN C.T.K. INC. RECOMME ED SCALE Exp. �Q,Qaw 7 130 20 10 0 10 20 30 CIVIL ENCINS R * CONSULTING ENGINEERS 16+61 DRAW" » � 8880 BENSON AVE. SUITE 100 SHEET J.R. MON TCLAIR, HORI -" — CALIFORNIA 91763 3 of � _ ?>_ > EXISTING CROSS SECTION CA�\ (909 949-1791 (9 9) 949-8433 FAX VERT 1 — 1 CHECKED G` DRAWING No. LOOKING EAST R.C.E.No. 139 DATE 'f ' Z- —.G FILE NO. 2022 1 PARCEL MAP No . 16089 r r II INSTALL TYPE I I I I r fit" MARKER W IrCOMMUNITY TRAIL PER I GRANITE DECOMPOSED ST'D DWG 1003 CONCRETE APRON MUST BE LV r I I I TRANSVERSE MEDIUM BROOM FINISH I W * j AC CURB AND 4' SOUR WHITE STRIPE I I PVC FENCE I I SCALE: 1"=30' \ I SHALL BE DIRECTED BY TRAFFIC ENGINEER PER STD ORWG 1010 Q Q 11 CONCR€fE HEADER � W. FUTURE STREET LIGHT i TRAIL 5' Ab i 4 W I � ____ 1 ' Cr R 'moo -o-o --»--000a-o�o»��»o-ooe -._soo�e�o��� -3----moo o- o ----� amp om a. --------------------------------------- --- `..} EXISTING R26(S) Z�� 13 UT'G R26(S) °0 i�� REMAIN INPLACE -QC � TYP. TO SALVAGE I W O Cki - - - - �' 14 INSTALL TYPE INSTALL TRANSITION RELOCATE W 17 1' MARK PER RC STD 406 BEHIND NEW CURB �r 14 s^ ( )IL — REPAINT 4' BROKEN YELLOW �_. �. �.. �. �'" ...�. __. ®_. �. .�... --- --�- � �. e .�. .o ,� �_ ,. .� �_ � CENTERLINE AS REQUIRED RELOCATE R26(S) BEHIND NEW CURB I / 'I 1 WILSON AVENUE- GENDW SIGNING AND STRIPING NOTES 1) ALL DETAXS AND DIMENSIONS FOR TRAFFIC STRIPPING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO THE STANDARD SPECF017ONS, TRAFFIC MANUAL. MAINT0VNCE MANUAL AND STANDARD PLANS, CITY STANDARD DRAWING 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY €NGINEER. 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS A. ALL PAVEMENT MARKINGS SHALL CONFORM TO C17Y MAINTE7VANCE STENCILS, (SAE) UNLESS OTHERWISE NOTED. 8. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKING SHALL BE REMOVED BY WET S00MIING DISCRIPTlON OF REVISION DATE CITYC. SUFFICIENT CONTROL POINTS AND SPOTTING SHL BE SET FOR ACCURATE AND APPROVED: COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPPING AND MARKINGS D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANOBIASRNG SIAL BE CITY OF RANCHO CUCAMONGA REPLACED PRIOR TO INSTALLATION OF STRIPPING AND MARKING. E ALL CONTROL POINTS AND AND SPOTTING SHALL. BE INSPECTED AND APPROVED BY THE LANDSCAPING & TRAFFIC CITY TRAfM ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKING SEAL f. WILSON AVENUE - PM 16089 ALLIRAFFIC STRIPPING AND PAVEMENT MARKINGS INSTALLED ON NEW RM SHALL BE AN APPROVED LOW VIOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST UNLESS FROM HERMOSA A VENUE TO 660' E/O HERMOSA AVENUE OTHERWISE NOTED. G ALL THERMOPLASTIC STRIPING AND PAVEMOVT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHEx�WISE NOTED. Q g aVF RO W2004-01798 H. UNDER NO CONDITIONS SHALL A ROADWAY BE OVER NIGHT, WEEXENDS OR HOL10AYS O F�� APPROVED B Y i DATE: WITHOUT APPROPRIATE STRIPPPING AND MARKINGS TO THE S417SFAC770H OF THE CITY CONSTRUCTIONNOTES RT L KOBBINS, Jr. Z CITY ENGINEER =�� �� R,C,E, NO,— ENGINEER CJNO. 13669 m DESIGN C.T.K. INC. RECOMMENDED rn 1. ALL TRAfF1C STRIPPING AND PAVE74IENT MARKINGS SIiALL BE INSTALLED WITH ALL �� s �,Ios � '�}'� C.K. APROPRlAIL: PERMCIS AND TRAFFIC CONTROL MEASURES, IN ACCORLbWCE W!'M CITY AND 1 STREET TREES SHALL 8E INSTALLED PER THE NOTE'S AND LEGEND ON SHEET 1 OF 5 CIVIL ENGINEER STALE STANDARDS DIAL * * CONSULTING ENGINEERS J. TEMPORARY OR CONSW77ON STRIPPING AND MARKINGTO BE IN ACCORDANCE WITH CITY i� RELOCATE EXIS17NO NO STOPPING/(R26'S) ON STREET LIGHT STANDARD TWO WORKING DRAWN 8880 BENSON AVE. SUITE 100 SHEET AND STATE STANDARDS AND AS DIRECTED SY THE CITY TRAFFIC ENGINEER. BEFORE DAYS BEFORE J.R. MONTCLAIR, CALIFORNIA 91763 4 5 1 REMOVE ExrS1INc AIC BERM YOU DIG YOU DIG � CALF (909) 949-1791 (909) 949-8433 FAX OF © REMOVE EXIS17NO MARKERS AND RETURN TO CITY YARD TOLL FREE 1-800-227-2600 CHECKED0 0`~{. DRAWING NO. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R.C.E.No. 1' 669 DATE_ FILE NO. 2022 R NOTES: 1. VERTICAL GRADE: The following grades shall be observed- 1. bserved1. REMOVE NURSERY STAKES 0.-591 optimum 2. STAKES TO BE PLUMB AND 1091 maximum for distances over 500 feet. STORM DRAIN PARALLEL15X maximum for distances limited to 500 feet or less. BCR . 20X maximum permitted only in extreme cases and for short SIDE-ON UNDERGROUND 3. STAKE TREE PERPENDICULAR distances under 100 feet, and only in cases whore no vehicle UTILITIES � � TO PREVAILING WIND. access is to be expected. 5' N 2. CROSS SECTION: 2-4X optimum, 6X maximum In approved location only. MIN. l ) 3. DRAINAGE More trail gradient exceeds 496 water bars, splash curbs or other HOUSE v diversionary devices may be required. Location of drainage devices to be reviewed w SIDEWALK r ' W E and approved by the Trails Advisory Committee. Decomposed granite stabilizer Z UTILITY J v shall be used. Stabilizer shall be from Gal Materials, Inc. or approved equal. DECORATIVE BLOCK � DRIVE APPROACH J I S.L. ;� 01 ) 4. SIDE SLOPE CUTS and FILL: 2:1 maximum; 2X maximum between curb and tral. U ° \J S q, 4. 5:1 max. turf & 3.1 max. shrubs/ground cover behind trail. Occasional slope 4• DECOMPOSED GRAWTE I- variations will be considered on a case by case basis and will require approval METER 10' 5' U TOP TIE TO BE PLACED AS by the City Engineer. / MIN. MIN. LU LOW AS POSSIBLE ON THE TRUNK TO ALLOW FOR WINO 5. SURFACING: Tral surface shall be stabilized decomposed granite with 4 inch minimum 5' * CURB AND GUTTER FLEXING OF THE TREE. BUT TOP OF STAKES BELOW base. Remove rocks and debris and grade surface smooth. Stabilized d.g. is available TRAIL TRAIL MIN. NOT SO LOW AS TO LOSE HEAD OF TREE WHERE from Gal Materials (909) 279-1095 or approved equivalent. Stabilizer organic binder SUPPORT OR ALLOW T> SPECIES GROWTH HABIT PERMITS. shall be incorporated with granite fines by the use of a pugmill to insure proper ration Al THE HEAD TO DROP.-iii MAIN TRUNK of stabilizer to granite fine& For each 2 lift, evenly spread the material over the area, r_ grade aid smooth. Thoroughly water entire area to ensure that the entire depth is moist. (2) SETS OF CINCH TIES SPACED 24" Rall the area with 1000-3000 lbs. of weight. Prior to use allow the finished surface R APART, ATTACH WITH GALVANIZED UJ SCREWS TO 8' LODGE POLES. sufficient time to dry. On the side to which the water drains, build up the compacted CONCRETE HEADER RESIDENTIAL.%D/WSIDEWALK n Z d.g. to a finished surface of 1/4"-1/2' above concrete curb, allowing the water toSTREET8' CURB � 2' DIA. LODGE POLE PINE STAKES drain over concrete curb into adjacent planting area. PARKWAY PVC FENCE FH DRIVE S.L. O � � 2 WITH W000 PRESERVATIVE STAIN, PER STD. DWG. 1010 I APPROACH0 �9� IV DRIVE A MINIMUM OF 6" INTO 6. CLEARANCE: All trees shall maintain a 10 foot minimum clearance. Adequate sight PER S� DISTANCE REQUIREMENTS UNDISTURBED SOIL AND POSITIONOK distance to be maintained at all intersections and drive approaches. Fence line shall STAKES OUTSIDE ROOT BALL. and 10 feet back of the B.C.R. or E.C.R. in 20 foot easements. In smaller easements, CURB AND GUTTER determination should be made case by case. Fence line shall and 5 feet back from 5' SARBOR GUARD IN TURF AREAS AND the top of the X at drive approaches. Adequate access to utilties should be maintained. FRONTON 5' 10' 10' FRONT YARDS. Fence line shall and 2 feet to either side of fire hydrant and 1 foot to either side of MIN. MIN. I I an street light or utility TOP OF ROOTBALL TO EXTEND 2 Y 9 y poi®' CONCRETE APRON MUST BE TRANSVERSE MEDIUM UNDERGROUND ABOVE FINISH GRADE. 7. FLOOD and DRAINAGE CHANNEL CROSSING: Where trap must cross existing or BROOM FINISH STRUCTURE eg. TIGHTLY COMPACTED 3" BERM TO FORM proposed drainage channels, the continuity of the trap shag be maintains by the CATCH BASIN WATERING BASIN FOR RESIDENTIAL AND construction of on appropriate crossing such as bridges, ramp ways, culvert etc. Wood CONCRETE HEADER TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE or transverse medium broom finish concrete shall be used to prevent slipping (no metal OUTSIDE OF PLANT PIT. BERMS IN TURF surfaces permitted). Natural streonbed crossings should be left as natural as possible. HOUSE HOUSE AREAS TO BE REMOVED PRIOR TO CITY NOTES: ACCEPTANCE. 8. TRAIL ENTRANCE Tral entrances shall be designed to provide for equestrian, E iking use and shall discourage motor vehicle and motorcycle access, except 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER Local Feeder Trals shall provide one or more means of unobstructed vehicular access 4' DECOMPOSED 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT - for service vehicles. Access locations subject to approval by the Trails Advisory GRANITE / Committee. Refer to standard drawings for barriers and signs. Where there is no ` CRITERIA AS APPROVED BY TRAFFIC ENGINEER. - banner, the tral should be posted. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND - 10. CONCRETE APRONS: For drive approaches at tral entrances or at drainage crossings, TRAIL TRAIL FACILITIES. IN ADDITION MAINTAIN 5 FROM CENTER OF TREE TO ALL UTILITY concrete aprons shall be a transverse medium broom finish. OWNED WATER & SEWER LATERAL LINES. ROOT BALL ( 11. CONCRETE HEADER: Shall be 6 inch concrete header between the asphalt service road o0 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. , NATIVE BACKFILL WITH NO and the equestrian trail surface. Asphalt must have adequate structural section if built 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ROCKS GREATER THAN 3" DIA. by the developer. ENGINEERING DIVISION. I = I i 12. SPECIAL NOTES: Most Regional Trails follow existing or planned flood control facilities STREET PARKWAY 8' CURB co natruc#ed by the San Bernardino County Flood Control District and Army Corps of DRIVE APPROACH 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY I Engineers. Therefore, any construction within their ruts-of-way requires review and LO STANDARD PLANS. NATIVE SOIL UNDISTURBED I approval by those agencies and is subject to their standards and policies. I PVC FENCE N a 13. Landscape areas which would be otherwise drain to trail shall be required to N PER STD. DWG. 1010 TWICE ROOT BALL WIDTH t° collect/dispose of water through area gains. NOTE'S TRAIL NOTES STD. 1001 C14 to IN CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CAU FOS CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN APPRD�ED BY: DOUBLE STAKED TREE STANDARD PLAN APPROVED BY. STANDARD PLAN n APPROVED COMMUNITY TRAIL: STANDARD PLAN TREE PLACEMENT 501 5 GAL - 24" BOX 502 TRAIL NOTES 1001 FRONT AND SIDE AREA PARKWAYS 1003 CITY ENGINEER PATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION 5 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Ix R.C.E. SHEET i OF 1 R.C.E 24953 SHEET 1 OF 1 R.C.E. SHEET 1 OF 1 R.C.E. 24953 SHEET i OF i W-0' O.C. 5"X51 PVC POST 7 RAIL ENDS TO BE CENTERED ON POSTS w 2"X6' PVC RAiL I I PVC FENCE POST CAP MOUNTING BRACKET EVERY POST: MOUNT WITH CLEAR GLUE R 5"X51 PVC POST --2"X6* PVC RAIL RAILS RIBBED FOR SiRENGTH. I RAiLS SHALL BE MOUNTED ON TRAIL SIDE OF POSTS TRAIL 4 N CONCRETE HEADER PER STO. NO. 534. FINISH GRADE N • Zl DISCRiPTION OF REVISION DATE CITY APPROVED: 4' DECOMPOSED GRANITE 2' SONOTU$ FORMED FOOTING CITY OF RANCHO C U CAM O N OA NOTES: LANDSCAPING & TRAFFIC 1. RAILS SHALL MEASURE EXACTLY 2' x 6'. 6. EVERY THIRD PVC POST AND ALL PVC POSTS LOCATED 2. POST SWILL. MEASURE EXACTLY 5' x 52. AT CHANGES OF DIRECTION OR END POSTS ARE SEAL 3. ALL FENCE NA1T]RW. SHALL CONSIST OF 1009f; MONO_ REQUIRED TO BE FILLED WITH CONCRETE WIL SON A VENUE - PM 16089 THHRROUGGHHOUT THE PPRRODU�CT.AMIN. OF 8X T102 MEMBERS AMABLE FROM '. CONSTRUCTION.� SCREWS SHALL BE "� F� FROM HERMOSA A VENUE TO 6601 E/0 HERMaSA A VENUE 1n COUNTRY ESTATE FENCE OR APPROVED ALTERNATNE. 8. RAILS SWVl HAVE TWO RIBS ALONG THE ENTIRE 1 4. FENCE MATERIAL. SHALL BE IN RESISTANT AND LENGTH OF THE PRODUCT FOR ADDED STRENGTH. N WHiTE W COLOR. 9. TRAILS ON CURVES REQUIRE SPECIAL DESIGN. QCS�"'►'.Q/ RO W2404-01798 10 5. CAP ALL POSTS AND ENOS OF EXPOSED RAILS 10. SEE TRAIL NOTES STD. NO. 1001 APPROVED BYIDATE= o CITY OF RANCHO CUCAMONGA, CALIFORNIA O CARL T. KOBBINS, Tr. Z CITY ENGINEER a � R.C.E. N0, APPROVED BY: . STANDARD PLAN No. 13669 fmTl DESIGN RECOM E DED COMMUNITY TRAIL. PVC 2-RAIL FENCE 1010-A * Exp. 3--a1-09 * CX CONSULTING' ENGINEERS D IAL CIVIL ENGINEER - PVZ w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION TWD WORKING DRAWN 8880 BENSON AVE. SUITE 100 SHEET X R.C.E. SHEET 1 OF 1 BEFORE DAYS BEFORE J.R. MONTCLAIR, CALIFORNIA 91763 5 5 YOU DIG YOU DIG CA9) 949-1 91 (9 9) 949-8433 FAX of TOLL FREE 1-800-227-2600 CHECKED13669 DRAWING NO. �� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R.C.E.NO. DATE Z Y' FILE NO. 2022