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HomeMy WebLinkAbout15-2172 r;�'��.,_, c�Tvoeniamouunna r— I I ' UEPARTMLNTOI'COMMUNI'I'V&DF.V6LOPMEN75F,RVICLS � ���"` ziaioco�ieru.��e,n��ma�an,�,env�ves PRESS �9ov)a3� �ozo Pa=:�9ov)aei-3u� noaa��gi�spe����� xon���e(�ov�s�v-vozv FIRMLY OUILDINGPCItMI7'APNLICATIONwwwcityoldiamondbeccnm bnilding@diamondbxrca.gov ¢ pP naaucanoNonie-.ql�b ��5 _wcx�Ltls� 3\�'1 d �oesilEnooaEss'�'�g Par��r�,�a '�(�-� �ala Il "Y \S— a\�1'� z ISSUE�ATE:_._�b—PEFMITp: p\_ _ . . __ a APN_ LOT _TAAGT � OWNERS�\��1 ���^�8�� .. TVPECONST._ _. OCCGFOUP: __ ._ � nooaEss a� �� ���P� `� cmo.$a,r . _ zw _re�._ . soopaorwo,k sr.<r C �. '��1 1k l'.�.1<-._ l'-.A (,.I o NPPLIGANT_ TEL. . /1 I C_ ^. �" f( �t SY�e.f✓�- p CONTRNCTOUR $" � _ �n� � � ' � . . . - w A��RE55�_. � � �"�T4![ ( 1.. NDWEL.UNITS ._ NSTOFIES_ _ _ M9E�ROOMS _ o ary .n_ . •• ..-�ziv�h re�_Sc �L � y �y-atvl p pRGWENG/ ' �ESGFIPrION Sa.R. 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N �III6YFC1k1NNEE�N01AEfI0MRPE01f111fiR11M1i16FWOMPoIIqI1E��011N15 S1ro OI11f5S? �EflGY P/C: . __ _ Swn;rymennmo�nnumerceolmovun�avmknm¢pemittaMum.�snenndempoyanvre��nenymanrermxm �ryEPGYPEflMIT:_ _ _— ulimine evl9ociw�newanehcmyrenm�bnmmdqfAomlzmnapreeumXlNmAeeerareeimpciminewaFns a�EMION FEE:__ _ � fprnppnsallonpoN61on6N6ecAm]IWMI�BUlaLWe15A0111MMM[pnpy'wIMIMSdINM4mi - - ¢ onrt�. _ Arrurnae _ PRE-A�T FEE:. . _ . - � wNWIrvG'.FAllmelosevorewnMe�'s f pmµllm[merzqers unlewlul.nnJfneilsubleut en emplcyaib aminPl BASF. . - � o��a�rea a�a umi n����n i���a n��a�oa inuma�n aouars Rim,000i.m aaein�m me non a m.mmoo�r. - — o esnaAr.aa:nrormm�a�innrcnm 9�mWiM�aemr.oaeJn¢aaLaMaimnievelene. PLOT PLAN'. __ . . .. coxsmuCTOxlfxo�xcRGtNCY ZONING0.ENfiPNCP. __. I Aoee�y eTrtm under penelry N Veh��ry I�et Nere In e COMru[Ilm Is�nA beovy�d Ne petlmmance M me wmX Iw 3 wmmmisnoinni�iuueeisec.sow.cm.c4 t- �[voprcsunMc .. Q iENOEPSM�nfsS�. � TOTALFEES N� �« d iwnAynie�inave�reatreeeyN�eumanaste�eAmVnexmaem�wmeibn�econecti�g�re�ocdnpqmNendryena GOMMBJT3'. ..-_ z ' oii�Noiame,ioe.w�ar�amws�mau�ioemiama�nr�imni�.soa�re�aevainimn,eran�a.�mamesdmiecw�rym — �- o nna[ p P 0 - �Imed W MI I pedlonqYpN.c - - � m �(l.�'�.�-� ... / � _ _ _ Q VC11M EEN�Mt� N11 >/ ,y� �/ P�C'._. PP109Y'. _ , _ _WLI�ATION_ " �� r✓L _�_L�f/L��GC(f� _`� 12�2!/fs aECEiarx "+_�� aaioav�. viln vnuonnorv: 6^'� — nisunAtneorpiart�m om[ WNITE-CApxnmen�Ccpy.YELLOW-Finance Lopy,PINN-Pssessoe Cmy � NEW CONCRETE y� P --r� SIDEWALK. SEE SHEET A-1 �G�, , `�� � ' • � \ � � ` � � -r�-T EXISTINGTRAIL i� -+ I�G; Inc. STEPS - - �4198 4bino Nilfs Pmk.may "1.22 � ' � Cbina :H;IIs. :Ca 91709 City of Diamond Bar Community Development Departrnert EXISTING EXISTING NEW AREA OF TRAIL APPROVED ADA PARKING ADA PATH OF ADA TRAIL IMPROVEMENTS TRAVEL APPROX. 2402 LF. PlannYq ab ■ , 77 ` aes � n a�� � Builtlirq �e P Enpinee Da b aocum ents for : ��. � iNM1P�nON�*MlSfhdqmhpbMN9rct � Md p WMJ b aW �TI dunge� or eXwa6ons m Ne ume x�thaut " Wmye6kMl:n 7eminqn kam IM1e Cmmumry OerehOmml �eWAmen�. me n�ro�n m me�n.,a spea�csao�s sxui rror ce�eu m o�o� � � '° mcer+ppwNanendationa�rypm;smeman�crtromnarceaz�mlaw R � $ � All eonE�ane W �ppraral sAaR Ee mel �I�om c�ange or meration. � o 0 N N fq Z Z Z i i O O O 1 `N '� . i t � �1� A g Y 3 \ �'�'�� W . ��d! � � � ` , ��'����� t =� ,�F �g ' �E � } 3.v" 4 1 i41 v�t E' _ 3 . ' ���� �� ;�'� � � ¢ � .S�- �s i r w°.��� ; .:' ?v ��`s F"a �"` -:� ��,snt � � u .� � �i� . �U o U � ..� � '�� 'y�������� v�.. Y,�I�t�A. m'���3 � ��" i4�y �� W W W � � ����� � ��_ �� � ����������� �� � � � � an on and Pantera :r � k �� �� � :R �� Stee C o � � � p Y = = s j a � � � a � 4 ' n ts P� rk Tra � l Im roveme PANTERA PARK a p STEEP CANYON � LIMIT OF TRAIL IMPROVEMENT � LIMIT OF TRAIL IMPROVEMENT NOT TO SCALE NOT TO SCALE SHEET INDEX VICINITY MAP UTILITIES GENE�2AL NOTES T-1 Title Sheet W A. Aul construction shall be according to construction documents prepared A-� Steep Canyon Construction Plan SOI�THERN CALI F�RNIA E�IS�N C��. b� ICG, and shan conform ro the requirements of the latest edition ot the Uniform Building Code. A-2 Steep Canyon Construction Plan � (n PHONE: (800)655-4555 B. Correiation of drawings and specifications: any work not indicated on the drawings bul called for in the specifications, or vice-versa, shall be A-3 Steep Canyon Construetion Plan L � WALNUT VALLEY WATER DISTRICT furnished and performed as though specifically indicated and called for in (/� both. Any work not insfalled according to drawings and specifications or A-4 Pantera Park Construction Plan � 271 S. Brea Canyon Rd. oirdinances and laws shall be replaced. A-�j Pantera Park Construetion Plan � �� Walnut, CA 91789 C. D�o not scale drawi�gs. Use dimensions indicated. � � PHONE: (909) 595-7554 D. Any discrepancy in the drawings or specifications shall be called to the A-6 Pantera Park Construction Plan � FAX: (909) 594-9532 irmmediate attention of the landscape architect. Failure to do so will place ' � responsibility on the contractor for correction. A-7 Pantera Park Construction Plan w UNDERGROUND SERVICE ALERT e. Permits, fees, etc: theconVactorshall arrange and payforthe building A-$ Pantera Park Construction Plan N y 6p OF SOUTH ERN CALIFORNIA permit and each subcontractor shall arrange and pay for permits for their � PHONE: (800) 422-4133 respective work. A-9 Pantera Park Construction Plan L F. Contractor shall verify on site, all dimensions and location of any C-1 Steep Canyon Construction Grading Plan a umderground utilities. G. Grading shown is for design intent. Contractor to make adjustments in C-2 Steep Canyon Construction Grading Plan ` � the field to allow for existing conditions at no additional cost to the owner. C-3 Steep Canyon Construction Grading Plan m � � Mny changes shall be brought to the attention of the architect and owner �Q• prior to commencement of any work. Any changes in design such as C-4 Pantera Park Construction Grading Plan � � d � CONSULTANTS additional steps, altemate trail location etc. shall be called to the � > � � '� _� o�, � immediate attention of the architect and owner for review. If additional C-5 Pantera Park Construction Grading Plan p •�. Q � � ,�, � � � � C I V I L E N G I N E E R costs will be incurred from design changes, the contractor shall provide a � � V n C-6 P a n t e r a P a r k C o n struction Gradin Plan Q q �p � , complete breakdown of material, labor, equipment etc. for review and g (C l � � O N � �� m �� � � ♦ Q� PBLA Engineering, Inc. approval, by the owner, prior to commencement of any work. C-7 Pantera Park Construction Grading Plan � app L o v Q 4 v .p � �j Inland Empire O�ce H. Contractor to rovide structural sho drawin s for the steel shelters. O�' � ,��u�" A � ,►r � 1 0 9 6 C a l i m e s a B l v d. S u i t e C-1 C o n t r a c t o r s h a l l s u b m i t s h o p dr awi gs to the architect and ci ty building C+-$ Pantera Park Construction Grading Plan � U C C,) �m m " Z Calimesa CA, 92320 and safety department for approval. (SHELTER DRAWINGS ARE A � � �' � p I� �� p f. 714.620.4960 DEFERRED SUBMITTAL) C-9 Pantera Park Construction Grading Plan >, � E � a� — o o= + C-10 Pantera Park Construction Grading Plan w U N p � � � o � Z Contact: Steve Busby o�� �_ +r � Abbreviations / Symbols C-11 Pantera Park Construction Grading Plan �' a e� ����G� 3' �� -Align D—� Construction Details LANDSCAPE ARCHITECT LF- Lineal Peet ^ B�-Beg;���� LP-LowPoint D-2 Construction Details ti'�+�,pTTHEh,�,� MAX-Maximum � � � In te r a t e d C o n s u l t i ng G r o u p, I n c. s e c-s�����re � � a .� G y 2� 9 � pq� o 4195 Chino Hills Parkway Suite 222 BLDG. -Building N.I.C.- Not in Contract D�3 Construction Details � fr-CeMer Line O.C.-On Center � 3 5.� Chino Hills Ca 91709 CLR. -Clear P.A.- Planting Area � Ren.t1/2017 Contact: JeffScott C.M.U. -ConcreteMasonaryUnit R-PropertyLine T, �F �,�,h��w� aAR APPROVED BY: CITY OF DIAMOND BAR ` r �2 P. 909.2037995 CONC.-Concrete P.R.0-Point of Reversing Curve ` E �,�,NS l��p DETALL-S N��' 9j2'�. �A��po CONT. -Continuous R-Radius p,FpR�vED D.G. -DecomposedGranite Rwo.- ae��e , g"" Davld G. L'IU P.E. 44053 DATE DWG.-Drawings SCH. -Schedule - PRodeCT No: STEEP CANYON E.C.- EndCurve S.L. -ScoreLine ����; 2sg2ot6 City Engineer d•/8• /6 C1509 E.J. - Expansion Joint STA-Sfation Ns sHpLL NUT°E TRAIL LOCATION —��j$ �Pa^��a ELEC.- Electric T.B. -TopoiBench � AvpHa�A�oFMEsePa � P�� ELEV.-Elevalion T.o. -ToPofo��b ,,,;SrnNY�ooEgaoRON�`�'�TM�m M PLANS REVIEWED FOR THE CITY OF DIAMOND BAR BY: onrE: C p�- EX. -Existing T.S.-Tubular Steel DH'OZ—�V , 4 THESEPlAN55MAiF0 N��'ECP���� PANTERA PARK F.F.G.- FinishFloorGrade NP.-Typical fo�a��F=�o�Es PENCO Engineering, Inc. St�,P G�"��'� F.G.-Finish Grade V.C.-Vertical wrve TRAIL LOCATION s.,��� F.S.- FimishSurface V.LF. -VedfyinField 16842 Von Karman Ave. Ste 150 SHEETNO. NotToScale s`^O1d'` GAI.-Gallon W.1. -Wroughtlron � APA GALV. -Galvanized W.P. -WaterProot Ilvlfle, Ca 92606 �� /� p�, ,S� �`-,2 �a-���de areek T. (949) 753-8111 �,�IL�:�- $ 6 � G.F.I. -Ground Fault Interrupter � �]A HP-Hlgh Pdnt � OF GY HT. -Ha��ght Brent Chamberlain R.C.E. 41889 DATE L.A. -Landscape Architecl � CONSTRUCTION LEGEND: \ �O SPACE POST(�8'-0"MNC.3EE DE AIL:8 SHEET D-ATED ALONG TOP OF SLOPE,. O COBBIE SWALE AT SLOPES, SEE DETAIL 2 SHEET D-1 �{�7��_ ��\ PHONE NUMB RM(90)626-3591R CO.(OR E�UAL) 9 �"j� ..� ,. OTRAIL WATER DIVERTER APPROX. EVERY 100',AND AS SHOWN ON PLAN. SEE I 7 � 7 DETAIL: 5SHEETD-2 -� � CG,. AIIC. � O EXISTING NATIVE SOIL TR41L, REGRADED TO WIDTH AS SHOWN ON PLAN, ` - � COMPACTED TO 90%,SEE DETAIL:6, SHEET D-1 10 REMOVE AND RELOCATE EXISTING SIGNS WHERE SHOWN ON PLANS. , d14S Cn��o H�qs Pc��..:ay •222 CFine Hil6, Cu 97709 �\ O3 LINE OF EXISTING TRAIL. 71 MULTIPLE WATER DIVERTER. SET COBBLE STONE IN CONCRETE.SEE '-_ DETAII: 1 SHEET A-2. \��\ O SUPPLY AND INSTALL PHENOLIC TR41L SIDE DIRECTIONAL MARKER. PEDESTAL 12 LINE OF EXISTING TRAIL TO BE ABANDONED. �\ MOUNT,SEE DETAIL:4 SHEET D-2 O MODEL NUMBER: SPG717 (CONCRETE FOOTING EMBEDMENT) �3 EXISTWG TRAIL STEPS. PROTECT IN PLACE. � AVAILABLE FROM: FOSSIL INDUSTRIES, INC. +` ���- PHONE NUMBER: (800)2449809 �: ' q � 14 INSTALL NEW�IRECTIONAL SIGNAGE PROVIDED BY CIN.VERIFY LOCATION W ^�' "ti \\ e� EXISTIN6 PLANT MATERIAL(SHRUBS,CACTUS, POISON OAK and WEEDS SHALL FIELD WITH CITV. � "i , � -�..i, e� i —� 13 O BE CLEARED 2'MIN. FROM TRAILS EDGE, SEE DETAIL 5 SHEET 0-2 �5 INSTALI NEW 6 FT. CHAIN LINK FENCE PER CIN STANDARDS. (ADO ALTERNATE) I���� j� / i,. —� = �� r ( �\ � I s NEW NATNE SOII TR41L COMPACT TO 90%. SEE PLAN FOR TR41L WIDTH SEE �g EXISTING CAC7US PATCH. ���� ,� ,, �'\ � � O D'tTAIL:6 SHEET D-1, FOR NPICAL TRAIL SECTION. S HT. A'� � �� 17 TRANSPLANTED CACTUS FROM EXISTING CACTUS PATCH. I ' � �>. �'�.\ TRAII HEAD _ serse �\ GRADING LIMITS, CONTRACTOR SHALL PROTECT ALL PUINT MATERIAL OUTSIDE .���, �- �� \ � T� �\� OO GRADING LIMITS. 18 EXISTIN6 CONCRETE SIDEWALK � - A �982.80 983.39 � � � � pg �g3.10 �FS � � _ � ' � � ig EXISTMG CURB RAMP. � . � .� . _; �—seas+� START OF TRAIL � - � � 92'�' \ 19 18 � I� ZZ z4 20 EXIS?WG CONCRETE SWALE. 02 � I IMPROVEMENTS � 'QO � - - - FS I�II I � 27 � EXISTING CANHH BOX. REPLACE WITH APPROVED CONCRETE BOX. 90 ` �� � � � -- .� I � 22 GRADE AND FORM AREA FOR NEW CONCRETE SIDEWALK. i N d Q �'�V � 2p / i� / 983.56'_ _ � 1 �� � � � ,P `r o 0 � � � , ' � 7C —� � 23 EXI6TING MAILBOX. PLACE&LEEVE AROUND EXISTING PO6T. ; - �8 at" � ,; � = o 0 0 � � �'� TBC2.6B-� TC 31� I 22 Z4 I � � 24 NEW 5 FT.WIDE CONCRETE SIDEWALK. SEE DETAIL 2 SHEET D3. � � I .� � � G � G 25 REMOVE EXISTINO SMALL PALM TREE. � W '� II � \ V�� �V� 0 � � � _ � 982.88 " � � ' . � � � ��983 68 I I � `� �� 1 � o TC . FS ' 14 � !���?'v v � � _ �� � � � A � AV� 'o�\A�� � 88 � � � �� �� V � � � A� V `S. A� � � o � . . .._ � . -983.43 � � � � \ �`�. � � \ ... �.��\�� � .. � I � � o = __ . � �� � a � � �� � � — a �/ � � �� � ��� � � �� � � � � � � � A.� ���� �_� z� \ � � �1 2b � � FS3.0 23 � � �� "+... � � '� � " o � NOT TO SCALE , � , � � A �"�� � � A\\- ,_ � � � � � � � � ��� '�� - �\ r � �, � � �� �i, -. � � A�''�� 0 � h � 15 Fence980L.F �, � �`�..,��� � -� � ��� Ip�... � AV ip90_ P � , _, �O � � � � �,� u � `_. � ��`�.� A \� ��,� . � � � , � , � � ��� ; � � � � CONSTRUCTION NOTES. � A � `. � s �� __ � \ - �p;s �-� _\V ` ` � . � � � �..,� ��V � , �V � �� -�� � ������ �� I 1. ALL FORMS AND ALIGNMENTS OF PAVING, LAYOUT AND SPECIAL PAVING AREAS SHALL B � � \ � � � � � - ` � - � A�' � '� ��� A\ AV� � ��� REVIEWED AND APPROVED BY iHE OWNER'S AU7HOR2E0 REPRESENTATIVE PRIOR TO � (� �� � ����� � `�� \ � � � �p� �V��������V�;� �I � PLACWG(GIVE A MINIMUM OF 48 HOURS NOTICE). � �._ � , � � � �� � Q-F' � �,1- \`�., - �� -\� � Q-G 1 � I / \ "'��--� -- � _ _ �� \����`I' `������` � \ 2. THE CONTRACTOR 9HALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ,� i 1 l C1 ' �� 106 �� � 1 --�A � \ � � � � � �p � � \ Q� �� O �( -__ 0� - � _ 06 �\ ��� \` � � S � CONSTRUCTION AND SHALL eE HELD LIABLE FOR ALL DAMAGES iNCURRED. � �� �,, ��N �1 I =� - - � s �, �� `, �1 ` ,,,����� �� ;;�� �� V ° I�� m '� � - ' �i i � �\\ � . � 3. ALL CONBTRUC710N AND WORKMAN8HIP SHALL CONFORM TO THE LATE6T EDITION OF � � GL:AZ ' I I � � � � I I� II I`' \� \ ��� � THE UNIFORM BUILDING CODE(LATEST EDITION OF THE 6TANDARD SPEGFICATIONS FOR Q U � ��� � I � — ' �� � '0s ���� � ' I � � ��i���'� ����� � � � PUBLIC WORKS) � � � �l 4�(1 � �— — x . � � � � � � � � V ` V���\ -. � +/ 1 � - �Q � � � � , � � � � �� � A� � A . � � 1055 — \ V� � �AA � � � � �. A � �� ` 4. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS. ANY DISCREPANCIES � (� \` , I _� "`�. -- , ` ` � \ ` \ \.�� � � �� � 1 SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITEC7 AND THE � //� � �„ �� - __ ' � � V A� ������ �� � �� �� ���V�� � .,A � � V � PROJECT OWNER PRIOR TO ANY IN6TALLATION PROCESSES V J � � � � �, � , �� � _ --- _ ��� V� � � ��� �������� ��V� � � � � 5. THE CONTRACTOR MUST CHECK ALL DIMEN610NS FRAMING CONDITIONS AND SITE U 11� I I � ` � \\ \`���`SS�\�\�\\\\ \\\ � � \\\����t\\�,�\ ' MMEDIAOTELY OF ANV DESCRIE ANO ES OR POSS BSE DEFIOIENCIES.T SHALL BE NOTIFIED ~ J � - � � , � �, � ��� A �' � N � ��� `� �� `� �' �� - ����A����A� � �� � � � � 8. THE DRAWINOS AND 3PECIFICAT�ONS REPRESENT THE FINISHED WORK. ALL BRACINO, w � � � . , � � ��\�,, ��?�� i� � � � � � i � � ��. � TEMPOf2ARV SUPPORTS,SHOR WG, MASONRV, ETC. IS THE SOLE RESPONSIBILITV OF THE � rrr��� I �' � \��\ �j�� � i ' I � � I � \ ` , �� CONTRACTOR. OBSERVATION VISITS TO THE JOB SI7E BY THE LANDSCAPE ARCHITECT 1 ,1 �;''1' DOE3 NOT INCLUDE INSPECTION OF CONSIRUCTION METHODS AND SAFEN CONDITIONS �� � � � � � �� , ��� N� � I � �������� � � I I I � ��� I I�� �� � � ` � qT 7HE WORKSITE. THEBE VISITS SHALL NOT BE CONSTRUEO AS CONTINUOUS AND � ��� � � I 8 � � , � � � , �I I 1 i� � �� � � �,� � DETAILED INSPECTION9 � J l I I � i 1 � 1 � � ` � \ � � � , � a � � �0 � � � � I z v �� �� � Np '�� � S ' �� � � � I � � � �� � � � �'� � � � /A 7, gITE CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS. � I � VJ �1I ' � � ' 1 I � � �1 VI � � \ � '� \ `��`�\ ` 8. REFER TO THE PROJECT SPECIPICATIONS FOR ADDITIONAL WFORMATION. L � ' \ � A �\ � � � o �� ��11 � � � V� �� �� , , � �',� ,���� � m � � � � e z ` � �� ,� � , � � � � �. � � c i �� � � � o � � ��`�� V � \ � � � � (� f� �� � V ' \ � � �� � � ,� N • i 1 r' ` � � � ��� �� �� � °� � � /� � \ ' � � �� \ ,�� � \1 ���\ \\��` ����,o \\�:� C � � � � C C / \ \ , 11 , 1`., � ,��\�\�\��� `�\ a \ \ � J C � U t0 � � � � , �, � � � � � � ' \ „ A � o`. A � � ' � t0 �' �- O � � � � ���� � � � A� � ��iS���`���� V �� '�� � �� d m C OO U � � � �\ �� � o J���� \ �� � � .,� • �a�"��J�''� / � O N �� �� v � � A � � � ` A o . \ �` � � � e� P�'� 0 V C U �tlo . ., �� �� � � � .� � � � V�`� i �,A��� � � ,lnA� '`..o.'. � � 0-- c x . � A� \ �� �' r� i�� . �� � � �-� � `i_ ss � `�,v_ �+ � � N = o \ ,• F � � \ � ���)' u,H ck` �' (6 � N fC E \ � i Ec�V`,iCC.^FS Z l_ •� ��/�� L� f0 �� � � � � � � tR V ' � \ � : �p�O�pPE��N�� U U N ❑ � VJ� O 11� � � � A � �s � �� �ea0otoaoHpa � � � � � � � � � � � -. 5 µ�y G�� �S �. � '.� ` � � � � D ��iA��V 1 � � � � � � � V� Z��� ('�� �Y \ � A � � � � � �` � E ARC �C' � �� �25 MpTTf{Ew tii� ��pq " ���� � � � � ��. t 4 Q,-1 � P� t� @ � � � � ���,�A � No��83095 � � �,,�,� \ V �\ ,:� � Underground Service Alert ,� Re^,,'�o„ < � � � —EXISTING FENCE. � � � e ��FOF c^"F°� \ � � a _ �o' zo• ao� � �-' �, I STOP NEVM/ CHAWLWK - — — � � \ FENCE HERE. � \ � � , , � � Call: TOLL FREE �� � SCALE: 1._20. . A V ',,.. �, � A� �� � � � r� 1-800-227-2600 PRo�ecrHo: � � TRAIL SITE PLAN ����� � �� ��� � c�sos \�� \�, � TW❑ W�RKING DAYS BEFORE YOU DIG DATE: OO-02�� V � \ APPROVED BY: CITY OF DIAMOND BAR SHEETNO. � David G. Liu P.E. 4 DATE A' � City Engineer a• �e• �6 2oF 24 CONSTRUCTION LEGEND: �O SPA E POST�8'-0"MAXLS EGDEfAIL:B SHEEf D-ATED ALONG TOP OF SLOPE, O COBBLE SWALE AT SLOPES, SEE DETAIL:2 SHEET D-7 �- ., AVAILABLE PROM: C&E LUMBER CO. (OR EQUAL) PHONE NUMBER:(809)626-3591 9 TRAIL WATER DIVERTER APPROX. EVERY 100',AND AS SHOWN ON PLAN. SEE ~ I� `G I31�C�. O DETAIL 5 SHEET D-2 � � O OIMPACT DTTO 90�I SEEADETAIG6SHEET a�IDTH AS SHOWN ON PLAN, �0 REMOVE AND RELOCATE EXISTING SIGNS WHERE SHOWN ON PLANS. -� aiGs eh,�o wu> ra.kWo� +�2zz SHT. A-2 C�.�a �„�, �0 9»a9 O3 LINE OF EXISTING TRAIL. 11 MULTIPLE WATER DIVERTER. SET COBBLE STONE IN CONCRETE.SEE I \ '��. � DETAIL: 1 SHEET A-2. i �� OSUPPLY AND INSTALL PHENOLIC TRAIL SIDE DIRECTIONAL MARKER. PEDESTAL � \ � . 4 12 LINE OF EXISTING TR41L TO BE ABANDONED. � � � ' MOUNT, SEE DETAIL:4 SHEET D-2 �\��� � MODELNUMBER: SPG711 �CONCRETEFOOTWG EMBEDMENT) �� AVAILABIE FROM: FOSSIL INDUSTRIES, INC. 13 EXISTING TRAIL STEPS. PROTECT IN PLACE. �� \� � � 11f�i, PHONE NUMBER: (800)244-9809 \ � \ 14 INSTALL NEW DIRECTIONAL SIGNAOE PROVIDED BY CITY.VERIFY LOCATION IN �\\ 4 � O EXISTING PLANT MATERIAL(SHRUBS, CACTUS, POISON OAK and WEEDS SHALL FIELD WITH CIN. � , 5 BE CLEARE�2'MIN. FROM TRAILS EDGE, SEE DETAIL: 5 SHEET D-2 � �� �� 15 INSTALL NEW B Ff.CHAIN LINK FENCE PER CITY STANDARDS.(ADD ALTERNATE) 1 g / O6 NEW NATIVE SOII TRAIL. COMPACT TO 90%.SEE PLAN FOR TRAIL WIDTH SEE �g EXISTING CACTUS PATCH. � � �, ��, DETAIL.8 SHEET D-1,FOR NPICAL TRAIL SECTION. �' � �� OO GRADING LIMITS. CONTRACTOR SHALL PROTECT ALL PLANT MATERIAL OUTSIDE �� TRANSPLANTED CACTUS FROM EXISTING CACTUS PATCH. � ��\ `L- ��� - 18 EXISTMG CONCRETE SIDEWALK. L ��\ 79 EXISTING CURB RAMP. � - Q� �\�\\ .�' . 20 EXISTING CONCRETE SWALE. � � � � _ v J �`\\�\�\,� . .. 21 EXISTWG CATVHH BOX. REPLACE WITH APPROVED CONCRETE BOX. � . � - � e m \ � ��� � � � 22 GRADE AND FORM AREA FOR NEW CONCRETE SIDEWALK. � ���� � �� � �. � .�- o 0 23 EXISTING MAILBOX. PUICE SLEEVE AROUND EXISTING POST. � � �� ��V '� '. � J ��, ����A r �, �, �, r z z z 24 NEW 5 FT.WIDE CONCRETE SIDEWALK. SEE DETAIL 2 SHEET D3. � ��A,� A� � , �q o 0 0 �� �� �� � � _ w w w 25 REMOVE F�(ISTING SMALL PALM TREE � � � � i �� ' � � (� �v .���� �A �A �, rl� . o 0 0 � ��V���� V ` V . � �.�. . o 0 0 � \ , \ Y Y Y � � � � A � �� �)� � W W W ��� � ����� ` ��� :��cP � ��. ° 5 � 5 , �� � A �\ � � . �P�. ��� ����..�_�`, � � � � '�.� ' � a a a �� �,t ; \\�� ��s���� � SHEET KEY MAP � � a a �. �� ��Al� �\� �.� �� � � NOT TO SCALE � � � � � �� ���. �� � � � � ��. �. � � ��- A � , 8 �� . � � ������� a \ � ��. A�\\� � A. �� .�� � � � � _ � .1090 �`� � �,���A������\\\����;= � - - _ CONSTRUCTION NOTES: _ � 5 2 k\ \ ' -_ - _- - �- � \ 1 � \ \ � \ �\� � �-_... !-; = . (� 1. ALL FORMS AND ALIGNMENTS OF PAVING LAYOUT,AND SPECIAL PAWNG AREAS SHALL BE � � .. � ,��� � ` \� ,� �' �� -�- REVIEWEDANDAPPROVEDBYTHEOWNER'SAUTHORIZEDREPRESENTATIVEPRIORTO ^ � � \ �' , �`-=�\ �� � � O� �-_���_�\�\ � PLACWG GIVE A MINIMUM OF 48 HOURS NOTICE). � LL � . �V A 8 � � l o , � � \ . �� �� � � .�� �. ��� --- ����� ``������� O � ` \_ � � ���`�'� � � A`�� � ��� �/-� � � ����� - � ` 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PFIOR TO � � lodge Pole ` � � � ,.� � � ��,�� 'ti � ����� � � ! � � ,� �� � �� � � . CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCU2RED. (� O Fence s8 LE 7 � � �, � � � . ��. � 2 o�k�c+��`�✓ ---�� =�� � V �,. � � �� . / 1 ;f, � \ � A �i ��t�• �h .��S . A -� ___-�'� � A �� � � \ \.J 9 � � i _ -���A�_ ���./A��A � ' � . A� � - 3. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONPORM TO THE UTE9T EDITION OF U � ,- � �_ � - ��' - , , - � / �� \ \` ���> �\\ THE UNIFORM BUILDING CODE. (V+TEST EDITION OF THE STANDARD SPEGRCATION6 FOR Q 17 � ��, C �- � � � �0� - - ���^ �� � � , A �� � �� � , PUBLIC WORK3) Q� � � _ � - � .. � _._ . _ � ` � � � � � �� � � � � 8 . . . ��� '� A . � �.. � � -� -'��� - -� �-�R- ., � -- -; � � �� � � ��, ��� 4. THESE NOTES SHALL BE USED W CONJUNCTION WITH THE PLANS. ANY DISCREPANqES � �-� - � - "' -- m'--� � � �- � �� �� �\ � �� �� \ � 71 SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE 9 ' � � � _7�- A� .. - -$--- A� V A A V ` \ � 80,. � � � � ��-_ j�,� � � � � - -, ���„ PROJECT OWNER PRIOR TO ANV INSTALLATION PROCESSES. I - _ , _ , . . _� , V � � _ P ., � \ +-- \� � � � � �-� �. .__ � . J — '� � _ ..1!{ R�� � - � � 12 � „ _ � _ \ 6p�� p - � \ � � '` ,� � 1 \ ��_ - � 76 6 THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE �--�- - --- --�`--��� � 1' � � �� �� � '� �_ ���g�� ` CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT SFIALL BE NOTIPIED w 1O � i �-_ �_ ��^-j�ss �\� ii''_ _ - ,; 1\ << , `\ � � -\ .\:�\\ IMMEDIATELY OF ANY DESCREPANCIES OR POSSIBLE DEFICIENGES F � _ � - __�._ � '�-- �V��� �j,� � � � � �� ��-.� .7' �� 6 5 7 6. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK ALL BRACING, w --- --,-.� --��-- ��� �O50 ��� �. ` . A A���� _ � �� �'� . ��� TEMPORARY SUPPORTS,SHORING,MASONRY, ETC. IS THE SOLE RESPONSIBILI'IY OF THE ���-- . ;-� \�,�-.\ CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY 7HE L4NDSCAPE ARCHITECT / i x � . � — � �— ~�. - �� � � � � \�-� � � --��� DOES NOT MCLUDE INSPECTION OF WNSTRUCTION METH0�3 AND SAFETY CONDITIONS -- - %� ��--��``�qV�� � , � � � ' � \\ ��. ���� �� 3 AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND �[ � � �j� � �� ., �A � � i � �� � � � DETAILED IN9PECTIONS. _ � � � � � � -�. . � A� � 1��p` � '- \� �� ,/-" _ ��\. � ��� ' 1� ��� I�����\ � � � � �� - � 7. 91TE CLEAN-UP 3HALL TAKE PLACE ON A DAILV BASIS. � ��� _�p����A � . - : \ � ,//�"� �,,,�A �I I� ��ti V �� ���� "� __ _ - Lod9e Pole 8. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. L � �/ ���A �� �\�� ����� � V 1 080 . ___ � Fence40LF. � � 'l. .`�,�03 � \ V � �A�V A� � � _ -- M � C ,�,/'�._�__ �� �A�\�\�1 A�� \ � �A.��..-o _ _-__ �� � 3 � W � � \ . � , � y\\ , --- � � �, �` � ; � I I �� � �� ,� � � , ,055 — ,s o .� Q � � � ,� / � � J � � : � � ��, � � — z 5 � � o � � � � � � %/ / � � � � ,� _ � � � a�i � 'X � � ca � o � � � � � � _ _ _ Q nm c o � f � _ - '� � / � �� o m � i ) a� s � ` � �, � � � I ! f � t ���a�` I� � � "� 0-m � � � � I • ` 050---�— r�N ��- U C U a� ' � � � � � I � � ,�r-0'" oe�P i � O � v � � � / � i �� . o<`- �No � O Q.— � � �� � � / � � � � � � � ���P���� � +�++ 0�0 � � N� � � � . . _--- Lodqe Pole . .?` �� � i �- � w I � 1 Fence 56 LF. �6 0- Y � � e � UN ❑ afn � o �, , : �— ,.. �s��° ss,���o�.t,�,� �l � . �_% 1A,. ��� �,�a NM�c�_ , �i� � �"7� �\,� ps�F� eEpM�N`°E�F N��po � . �� ��R�y�oE'�ss��r� ,�E��,;,��^° . � 5� ARC 10 I � 0� PN SE.�� � � �1��,PTTHE��i� I � �E a \ I Q- L I �Ult ` ti Q' �iY P _ � � �� �V "�l�C33�96 � ( �. I � Ren.1112011 \ �� Underground Service Alert sr,r �� � � � � � � i � � F Y F� CA��F� � �i � o ' � o to� __zo�_ ao� Call TOLL FREE ' � � � � � . !� �_ � t-- 1-800-227—z600 PROJECTNO: Match Line See Sheet A-3 S°"`E: ,�=zo� C1509 �RAIL SITE PLAN TWO WORKING DAYS BEFORE Y�U DIG DATE OO—OG'�V APPROVED BY: CITY OF DIAMOND BAR SHEETNO. David G. Liu P.E. DATE A'2 � City Engineer 8� � a• �c 3 oF 24 f CONSTRUCTION LEGEND: y �1p Ap pp} _ INSTALL 42" HIGH,2-RAIL LODGE POLE FENCE LOCATED ALONG TOP OF SLOPE, M�lC� LI I IG SC-iG S�GG L A'Z � r\�,\ � �- � O8O COBBLE SWALE AT SLOPES,SEE DETAIL 2 SHEET D-1 � � *, � �' SPACE POST(t�8'-0" MAX. SEE DETAIL:8 SHEET D-1 � � � � �\ � i -� � �. � � , � AVAILABLE FROM: C &E LUMBER CO.(OR EQUAL) �� � �, 11 � ,�(�.� 'ICG Inc. ! PHONE NUMBER: (909)626-3591 O TRAIL WATER DIVERTER APPROX. EVERV 100',AND AS SHOWN ON PLAN.SEE \:\ � i -�..� � �\ '* � � DETAIL 5 SHEET D-2 � � OEXISTING NATNE SOIL TRAIL, REGRADED TO WIDTH AS SHOWN ON PLAN, �—__ � � � �� 4195 Chioo N�lI. P�.rkwag "2.L2 COMPACTED TO 90%,SEE�ETAIL:6, SHEET D-1 10 REMOVE AND RELOCATE EXISTING SIGNS WHERE SHOWN ON PLANS. `� � 9�\ Ch��o H�Iis: Co 9 V0:4 � � �' O3 LINE OF EXISTING TRAIL. 11 MULTIPLE WATER DIVERTER. SET COBBLE STONE IN CONCRETE. SEE �� � , \\- '� � ., DETAIL: 1 SHEET A-2. T�JS \ � � ` .�, OSUPPLV AND INSTALL PHENOLIC TRAIL SIDE DIRECTIONAL MARKER. PEDESTAL �� � O MOUNT SEE DETAIL:4 SHEET D-2 12 LINE OP EXISTING TRAIL TO BE ABANDONED. ___ MODEL NUMBER: SPG7N (CONCRETE FOOTING EMBEDMENT) �` \ 'AVAILABLE FROM: FOSSIL INDUSTRIES, INC. 13 EXISTING TRAIL STEPS. PROTECT IN PLACE. 8'A' _ __ i l �� ���� � � �, A, ��i i �� PHONE NUMBER: (800)244-9809 i �, - tA IN3TALL NEW DIRECTIONAL SIGNAGE PROVIDED BY CITY.VERIFY LOCATION IN \� i ��� O EXISTING PLANT MATERIAL(SHRUBS,CACTUS, POISON OAK and WEEDS SHALL FIELD WITH CIN. _, __ � 5 BE CLEARED 2'MIN. FROM TRAILS EDGE,SEE DETAIL: 5 SHEET D-2 � I 75 INSTALL NEW 8 FT. CHAW LINK FENCE PER CIN STANDAROS.(ADD ALTERNATE) __ � ` � �� ONEW NATNE SOIL TRAIL. COMPACT TO 90%. SEE PLAN FOR TRAIL WIDTH SEE °' _ __ s D E?A I L: 6 S H E E T D-1, F OR NPICAL TRAIL SECTION. 16 EXISTING CACTUS PATCH. � �\�' OO GRADING LIMITS. CONTRACTOR SHALL PROTECT ALL PLANT MATERIAL OUTSIDE 18 �T N CONCRETE SIDEWA K�ISTING CACTUS PATCH. \ \ 7 _ . � .� �� ""'�-... � o 19 EXISTING CURB RAMP. �\ �-� � o - ---- � � � 20 EXI3TIN6 CONCRETE SWALE \�\ � V A �� �� —— , . � � 21 EX13TING CANHH BOX. REPLACE WITH APPROVED CONCRETE BOX. ��A��� � '�.,� � _„ � � � � ��� �� - � - �� n d � 22 GRADE AND FORM AREA FOR NEW CONCRETE SIDEWALK , � \ ` � � `V o 0 7 2 ' , .— __ __� m h m 23 EXISTING MAILBOX. PLACE SLEEVE AROUND EXISTING POST. � --- ---"�� s o 0 0 � , F �- F 24 NEW 5 FT.WIDE CONCRETE SIDEWALK.&EE DETAIL 2 SHEET D3. � �\\\�� � � � U � ^,... � . �,.�� a � � � 26 REMOVE EXISTING SMALL PALM TREE. ��,� A��i p � -� o 0 __ � .�—. � ° -- ; - SHT. A-3 � � � Y Y Y � �� W W W � \ . .. ' i m U O U \ ��� Z � \ � --= '� y 5 5 5 �- g a a a 3 —�~- � �-- - SHEET KEY MAP � � aa _ -�\,- - _ __—--_ �-____ __ NOT TO SCALE _� '� . . — =�� _� _ \� � � �/� /1 �" � '��f� _� / � ' �`..- r�,,,-� � / ... - . .._i �`�\��- �" ' ' ' � CONSTRUCTION NOTES: � � � � , �, �� ; =, /j/ � %,.��r�-� -- c � � - , ` - / / / , ,� r / �---- 1. ALL FORMS AND ALIGNMENTS OF PAVING, LAVOUT,AND SPECIAL PAVINCa AREAS SHALL BE O a � � / / }b � p . ' � ' � � REVIEWED AND APPROVED BV THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO � - �' i ,� 9 � � � � � � �--� PLACING(GNE A MINIMUM OF 48 HOURS NOTICE). � �� � � � � � , � � � x Q � � / ` � 3 2. THE CON7RACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO � � � � i / CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. U � / � �i � �/ / ; / ' / ���� i n ��i � �� � � � � 3. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF �. � ��� � � �j-- �^ � "� � I I I THE UNIFORM BUILDING CODE (LATEST EDITION OF THE STANDARDSPECIRCATIONS FOR � � �oh� ,� �'j/ � � ' � I , � � PueucwoRKs� � C � � � ��� i � � � ^ � O I I i ' � � , 4 SHALL BEOBROUGHT TO HE ATTENOTION OF T1HE LANDSCAPE ARCHITECT A DRTHENCIE /� S � / � �� I / ,� i ! � / / / -�� _ I _,__\ \ \ � i j / � ' �, PROJECT OWNER PRIOR TO ANY MSTALLATION PROCE3SE5. U i I � � i / `� � `/ �O� /�� _ � i � � I ' I � � � '--- 5. THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND 31TE �+ J � i .� i �^. � I I � � � � CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHI7ECT SHALL BE NOTIFlED �_ / ���� � ��� � � � � � �� � ( I � � � � � IMMEDIATELV OF ANY DESCREPANGE9 OR POSSIBLE DEFICIENCIES. r � X� ) � w //—, , ,� � /9/��j// �! �l, \\� \ \ I I � y ' � �I� I I I 9 �� \ \�� 6. THE DRAWINOS AND SPEGFICATION3 REPRESENT THE FINISHED WORK. ALL BRACINO, � 9 � � / ,! � \ � \ I I -��' � � ,/i -'-� TEMPORARV SUPPORTS,SHORING, MASONRY, ETC. IS THE SOLE RESPONSIBILITY OF THE ' /�� ��r � � ' � � � � � � � � I � V � �� �� >��� — � CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BV THE LANDSCAPE ARCHITECT ' � � � � \ �� ��� � � �� � / � �� � (� � � � ��/ ____ DOES NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AN�SAFE7Y CONDITIONS Y i o ,( � � � \ � � � � / / / ) � { �� AT THE WORKSITE THE3E VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND -'� �oi�� � � �V �� A � � ' � J � � / �� A ���� _ DETAIIED IN3PECTIONS � i � I � � � ���� � � � � I� � / ��/�� � � � � � �� � ��S �V ��� �� — 7. 61TE CLEAN-UP 9HALL TAKE PLACE ON A DAILY BABIS. � 7 2 �� � � � 0 ' � ������/ � � ( � , � � � ���� 8. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORM4710N. RT � ' /�i rj ��, � � �r�'�� A � ��'��f� ��� �� � ` :� � � � � � ,,( �� \ �/ I \���\���\�\��\ � t��`\�<'— � ? Q � c � � 6� \�����\�\ ���\�s�.\ \j�=�� � �" — � p U � � �o � � ��� A �V'� ✓ V � � >+ � � rn � '� _ ��AA����� ���:��� � \ � � N �j, > ¢ � �, ��\���� ���� ��/ � � <' A �� o �Mp�����s i.c� � �� � �U� ����'. � V��A�� � �,�� ��� � ��. c,Tp��„s����00 - � U c U � m � � c� V '� ��`5E P�' ..�-� � � O-- c ` 1 � ,` �� \ -���. �.- � i-� ��6 , � O�D � u N _ ° ���1��\� `,. l\ � 7 �l1 5 H �� H J ,`,, w � � o +�-� � m , � � ., � � EgEeU��� ,N+"` �„-�. � U N � a Cn F- O � � � ��� ���� r 0���� i0 � �OpON�P� us����•-a� ` VPL aE PER GE cu ` N � " � � � _ . - -_ �yf�y�tDE NSSf�T,' r .Vt.��,-:.'" y_...._. / I / ..__. _ . Z�ne`� iE ' 2ZE qRc �qGt b� y ti JtJ'P1THEw� i� G n I 1 � Q'� 92 -i �__.. "f�M.��39095 � � ���� Underground Service Alert s, Ra",,"`°„ _ � � � � P R Y ��OF CA��F��� I I I o / ��o� _ 20� __ ao�l CaIL TOLL FREE 1 I 1-HOO-227-2E�OO PROJECTNO: SCALE: 1"=20� C 1509 I i—. .__— _——_._ . TRAIL SITE PLAN TW❑ W�RKING DAYS BEF�RE YDU DIG onre 08-02-16 APPROVED BY: CITY OF DIAMOND BAR SHEETNO. � David G. Liu P. E. DATE A-3 City Engineer 8 i $• i6 4 °F 24 CONSTRUCTION LEGEND: e � ,: ; O S A E POST Q 8'-0"MAXLSEE DE AIL:SHEET DCATED ALONG TOP OF SLOPE, A --�}�'�^y} � AVAILABLE FROM: C 8 E LUMBER CO. (OR EQUAL) S HT. A'�F � -s,r� �.�-. ,.. ICG In c. . PFIONE NUMBER:(909)626-3581 � O2 EXISTING NATIVE SOIL TRAIL, REGRADED TO WIDTH AS SHOWN ON PLAN, a195 Ch���o H�n. ra.rw,y ��2zz � � GMno Hf}1��. Ca 91709 COMPACTED TO 90%,SEE DETAIL:6,SHEET D-i I � � I � i ��9!� i � � � � , r, �3 LINE OF EXISTING TRAIL. � � � 5 7 6 � � � � � _- -� � OSUPPLY AND INSTALL PHENOLIC TRAIL SIDE DIRECTIONAL MARKER. PEDESTAL I ; 4 b— i MOUNT,SEE DETAIL:4 SHEET 0.2 �� � � o� MODEL NUMBER.SPG711 (CONCRETE POOTINO EMBEDMENT) B ' I I 5 � �, / ;���FS il ,�� � � i � I'��II� - AVAILABLE PROM: FOSSIL INDUSTRIES, INC. g � ,� � � � � � ' ' �O J�����."� PHONE NUMBER: 800 244 9809 I •.��C, �� ,. ''r 1 ) � i I /+;,V ; �� 5 EXISTING PLANT MATERIAL(SHRUBS, CACTUS, POISSON OAK and WEEDS SHALL 7 6 I / I � I I I I I 'I �'��� O BE CLEARED 7 MIN. FROM TRAILS EDGE,SEE DETAIL: 5 SHEET 0.2 / I � �I 3 Risers 18 � �� / � �� � ��I�,� � O NEW NATIVE SOIL TRAIL COMPACT TO 90%. SEE PLAN FOR TRAIL WIDTH SEE 4'Long Ties ! i . � I s DETAIL:6 SHEET D-1, POR NPICAL TRAIL SECTION. 3 Risers � ' " V'I���I 4' Lon Tias 18 I I � �' � I I � GRADING LIMITS, CONTRACTOR SHALL PROTECT ALL PLANT MATERIAL OUTSIDE 3 Risers � V �' I � � � i� I��z GRADINGLIMITS. 4'Lon Ties 18 �� ` V � � � � � � � 1�, �i , � � , ; � � �I��� i�� , � � � � � � � \ � V� � � �� A � � � ! � N r� _ =� `� � �B COBBLE SWALE AT SLOPES, SEE DETAIL 2 3HEET D-1 � i � � �� i � � � ' i � � �� � �� � � � � � TRAIL WATER DIVERTER APPDX. EVERY 100',OR AS 3HOWN ON PLAN 3EE I \ i I I : � � OO DETAIL:5 SHEET D-2 � �8 � �I � � i, ,�i�.... ��d �- R d � 1� �v� � 1��� � � � , . , � _ � ` ''�� � � � `, V ���� � I �� � "' , �� �` � � ,� , � � , � � � i � � � � : .. � . � � � 10 REMOVE AND RELOCATE EXI3TMG SIGNS WHERE SHOWN ON PLANS. 9 \\ � ` � \ \ � I i " _ o � � �� � � � 1 � � , \ � � � � �� �\ �' � � � � , � � � � " � =_ o00 11 MULTIPLE WATER DIVERTER.SET C086LE STONE IN CONCRETE.SEE Fence BO�L.F. � � � . �� \, � �� �. A � � � � � A ��. � i I �i I I � � �; � � � � � DETAIL: 1 SHEET A-2. � � � 8 � ' � � ��� � � � V� � � V � � � I �, II www 12 LINE OF EXISTING TRAIL TO BE ABANDONED. � V � �� �� � � � � � � � � � � � , � � �' � � 13 EXISTING TRAIL&TEPS. PROTECT IN PLACE. � � � � � � � I � � � � ��� ��� � � � � � � A � � A i I � �, �, � �� �� �� � �� �� A�� � � � � � �� � � � � � � � � xxx 7 6 � V � l� �� � o 0 0 14 INSTALL NEW DIRECTIONAL SIGNACaE PROVIDED BV CITY.VERIFV LOCATION IN \ \\ � � � \ \ �I I I I, ` � � ��\ I � I I�' � (� �' FIELD WITH CITY. �, �� � � V� �, � V � � � � � A ,��A � ��� � ����� � � , � � � � � za�saB � , \\ � : �� � , � , , I � �. ,� � � ` �,,� � SHEET KEY MAP � � a � , 16 INSTALL NEW 6 FT.CHAIN LINK FENCE PER CIN STANDARD6. (ADD ALTERNATE) 4'Lon Ties �B � ` \ � � \ \ � �\\ \ � � � ��\ � 16 EXISTING CACTUS PATCH. � R�ef � � , �� � � � � ���� �� ��� � � NOT TO SCALE � 4'Lon Ties �8 � � ' � � � � �4 �i � �����, �� � ��� � ,� ��� \ VA� n � �� 77 TRANSPLANTEDCACTUSFROMEXISTINGCACTUSPATCH. 8 � �� �V�V� �� � ` � ��� � � V� �� ��� ��Aq���� A � � ��� O \\ \\ \\\\\\\\\\\ \� . �I ���� �\\\\ \\..i7� \ �� 18 INSTALL 6"X 8" PRESSURE TREATED TIMBER STEPS AND 4" DEPTH D.G.WITH �. TECHNISOIL BINDER COMPACTED 90%, INSTALL PER MANF RECOMMENDATIONS 72 Risers 18 25 � � \\ \ \ 4 \ ..��.!�.� �, �� �\ , � AND SPECIFICATIONS. REFER TO PLAN FOR REQUIRED LOCATIONS. SEE DETAIL: 4'Lon Ties � \\�\ � \ \ \\�\���\\ �� �� �� ��� \ ���� � CO N STRU CT I O N N OTE S: � �\ \:\ \�.\ � �,i � � `�� �����1 ( ,,� � � \ � 3,4,5, 6, 7 SHEET D-1. \ � � i Riser \\ �\� � � V? � \�` � ` � �� �� � 1. ALL FORMS AND ALIGNMENTS OF PAVING, LAYOUT,AND SPECIAL PAVING AREAS SHALL BE � 19 SUPPLY AND INSTALL DUMOR 4' LONG RECYCLED PLASTIC BENCH, SEE DETAIL: 4'Lon Tias \ � \\\ \\\\\' . .� ' , �\ �-� \ � ��,` ' �\ \\ \ � p-, '�� ��� \ � REVIEWED AND APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIDR TO L ^ Lodge Pole 18 ���� �� � � � �'�� � � � A� t pLACING(GIVE A MINIMUM OF 48 HOURS NOTICE). 7 6HEET D-7 Fence 38 LF. � V�� � � • � � � V � V� v �, � ��' \ � '..., � L L MO�EL NUMBER:88-40PL(EMBEDDED MOUNTIN6) �A ��= A A� ���� � �� �� � � � � � ������ ����� � /� � �� � � �A� V � V -' �� � � ��� �� � ��j�� V'� V � 2. THE CONTR4CTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO L.L � ' SEAT/SLATS COLOR:'REDWOOD'RECYCLED PLASTIC 8 � \ � �� � � � � _ STEEL SUPPORT COLOR: 'BRONZE'POWDERCOAT FINISH , � �� A V�e�, ��\ ���� A��� _. � � �� �;��� �` � CONSTRUC710N AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. AVAILABLE FROM:WAKEFIELD CO. 8 5 7 6 ,���� �� � �, ��. i- � �����_ � � - - � � �`� 2 Risers � V PHONE NUMBER: (949)552-1686 � �� � A V A� � ��� � � � A �� . -- ,-'�i � � ��`.�, � 18 6'Lon Ties 3. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO7HE LATEST EDITION OF � � 9 � � � I � � � THE UNIFORM BUIIDING CODE. {LATEST EDITION OF THE STANDARD SPECIfICATIONS FOR 9 <� �. � ����� �.A � �� i � � �� � AA � �. �- � o ii � A 3 Risere �� L �0 SUPPLY AND INSTALL DUMOR 32-GAL. RECYCLED PLASTIC TRASH RECEPTACLE, � � ., , � � . � �'.�� �-�-_���=_ ��� , � �8 6'Long Ties PUBLIC WORKSI � .1•+ SEE DETAIL 3 SHEET D-2 �. � �� ` �,�• �:'. A � � ���� � � �- '� �',�,,;� . � � , MODEL NUMBER:4132PL w/S-t (CONCRETE FOOTING EMBEDMENT) 29 5 28 � � � � ' � ; � -- �=� 2 Risers q, THE �1 -� � A � ��,� ����.�� �� " `� ` •. �� '��� ���� ��l �� \ 18 6'Long Ties SE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS. ANYDISCREPANGES � � \ ". � 9EAT/SLATS COLOR: 'REDWOOD' RECYCLED PLASTIC � �, � �� � �`�� � �� � ��� �� - ^ ��� ` SHALL BE BROUGHTTO THE ATTENTION OF THE LANDSCAPE ARCHITECi AND THE LL � � . A �, A � A VA� � � ` � �:�� � �� �-�� _ � � `, A STEEL SUPPORT COLOR: 'BRONZE'POWDER COAT FlNISH ,, � � � � � � � � ���� � � .� - - ise pROJECT OWNER PRIOR TO ANV INSTALLATION PROCESSES. � 26 . � . ., �'�� � ��� � � �� V��� � � �VQ. . --� i8 fi'Ron Ties� AVAILABLE FROM:WAKEFIELD CO. ` � � PHONE NUMBER: (949)552-7686 � ��� �`�� ���� ����� �, �� ��� �\ � . ��\ � ������A� � _ � y _ � � 25 18 7 Risers 5. THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE ��-- ,1 . _ � � , B'Lon Ties CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED u� 21 SUPPLY AND INSTALL 72' DIA. STEEL HEXAGON SHELTER, REFER TO �� �� � � � ' ' � � �� � � � ������ �� �` , - �� �� __ � IMMEDIATELY OF ANY DESCREPANCIES OR POSSIBLE DEFIqENCIES. � � � ` I V �� A � v �A v� ���..� �� v �� L ��� _ 7 �. 4 Risers � MANUFACTURER DETAIL AND SPECS FOR INSTALL AND PRODUCT INFO. � A� � � �� � � �� �, � , A �� . \� ,- ��,� � � � � � ._.��I �' MODEL NUMBER:AS-HEX12-04 � `��� � � �� A � �',.`� �,���� �� V�� �A \ , �,�-` ���_-� A� � /� � �� �, �� 18 6'Lon Tias w � MULTI-RIB METAL ROOFING COLOR:EVERGREEN -t 6. THE DRAWINGS AN�SPEqFICATIONS REPRESENT 7HE FINISHED WORK. ALL BMCING, w , ��� A \�, �� �V A � V A A�� � � - � - V�� - � ' LOCge Pole TEMPORARY SUPPORTS, SHORING,MASONRY, ETC. IS THE SOLE RESPONSIBILITY OF THE m COLUMNS COLOR: FENCE BROWN(POWDER COAT) � ,� � � j ; � ��-� � � � �� ������ ���.. � V '� ��� . V-�. � , � �� ��� - - %� � � Fence 94 LF. CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT AVAILABLE FROM: RCP SHELTERS J �� ` �� � V�V � � �."�.��� /�i I � DOES NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFE'IY CONDITIONS \ , PHONE NUMBER (800)525-0207 ���� �� �� �����.��� �������� ��� � s�� ������ � � � y} 6 7 5 AT THE WORKSITE. THESE VISITS SHALL NO7 BE CONS7RUED AS CONTINUOUS AND � 22 SUPPLY AND MSTALL 16' DIA. STEEL HEXAGON SHELTER WITH WOOD T&G DECK � � � ��� �A�� � \ � �'� � �� �� �I � � DETAILED INSPECTIONS. (d UNDER METAL ROOFING, REFER TO MANUFACTURER DETAIL AND SPECS FOR �� � V � � � � �������� � �, � A� � ���� � � 9 g 7. SITE CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS. � INSTALLAND PRODUCTINFO. , �, _ -_ MODEL NUMBER:SLF-HEXt6-04-M �9 ` � �\ � ' \ I 6 7 5 B. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. L � MULTI-RIB METAL ROOFING COLOR: EVER6REEN � �`.�� ' �� � 5� ������ _ � , �� _ I �� 1 �� �'� � � � � COLUMNS COLOR: FENCE BROWN (POWDERCOAT) \ � � , -� ,, � y � , � � / ' � _ , _ � m � � zo , � . ` \\ �� � ` � ' � � � � e � AVAILABLE FROM.RCP SHELTERS � ��, - '� � PHONE NUMBER: 800)525-0207 �- ° _ -- � � v� � � � �� ��` � ` � ��� ���� � Fe�ss��.F. � > � � � 23 EXISTING TREE SHALL REMAIN PROTECTED IN PLACE.SEE DETAIL 8 SHEET D-2. 19 \ \ b�, �\ ____q. ��� � � �� , '� � � 'L- � � u� 29 5 28 �� �V A �� � \._ ��i� � � � � � � (,� C � , pq EXISTING TREE LIMBS SHALL BE TRIMMED BY A L�CENSED ARBORIST.TREE ' , �__ � C � � � A�� � \ � � ���� � ' 9 �i �� T � LIMBS SHALL BE TRIMMED BACK 4'OF TRAIL. MIN. HEICsHT CLEARANCE SHALL BE 9 � � �0a�y�' � � � O � m 10'. SEE DETAIL 5 SHEET D-2 � � � ���� � � �p,vAv p`o�P� � d m C O U 25 SUPPLY AND INSTALL 1-1/4" �IA GALVAN�ZED HAND RAIL,SEE DETAIL: 3 &4, � � � �� � � � �F V N� �� � � O (O � SHEETD-1 A�ALodnaPol c�t����Da y"' U � U np�pp Pence 28D L.F. Zs �1 �� �8 2 R i s e rs 26 INSTALL 42"HIGH, LODGE POLE FENCE WITH GUIDE ROPE LOCATED ( � 6'Lon Ties . �'' P P �,6 ��°N��' O 0 � 0-� c ALONG ADA ACCESSIBLE TRAIL,SPACE POS7(�8'-0"MAX.SEE DETAIL:8 .,� `Z�`�'� HgS�t���rPt�� � � � c�i �— � SHEET D-1 � 3 Risers � AVAILABLE FROM: C 8 E LUMBER CO. (OR E�UAL) � i � � 1 8 6'L o n g T i e s ��`' c`J"uRPF�`"�5 i � � w d N � ���ES�Q�dE �,ci ��� w / � 'o PHONE NUMBER:(B09)826-3591 _, / � � % P o� e p�� � tc : � V N � a � �""' � � P o ��yOotO e°�`���r� 27 NOT USED. . � .. �`.�.�_�.. ' . / � 33 " 6 .<<� _ � ..V��� ��p�,�5� ti� 28 NEXPAVE POLYMER WA7(GOATED AGGREGATE INSTALL PER ����� � F�o��V ` E AR MANUfACTURERS RECOMMENDATIONS AND SPECIFICATIONS,SEE �� � , DETAIL:8 SHEET D-2. � �2�MPTTM�kF /�" ' MANUFACTURER: GAIL MATERIALS � � � � � � � \ _ _ -' � � y P PHONE:909-279-1095 Match Line See Sheet A-9 COLOR: GAIL'S GOLD. CONFIRM WITH CIN PRIORTO PURCHASE. "�O c3�ov5 " 29 CURVE-RITE ALUMINUM EDGING 3000SERIES i/8"x 3"z ft�"�" Underground Service Alert s, _ i6"W/ 72"ALl1MINUM STAKES, SEE DETAIL: 7 SHEET D-2. qT �2 F�R F � CAI�F� MANUFACTURER: CURV-RITE, INC. PHONE: 1-80Q366-2878 WEB: CURVE-RIGHT.COM 0 . 10'__ 20' .__ 40'_ � CO.�L TOLL FREE 1—BOO-227-2600 PROJECTNO: C 30 NOT USED. SCALE: 1"=20' C�JO9 31 NOT USED. 32 NEW CONCRETE STAIR WITH HANDRAIL EACH SIDE.SEE DETAIL 1 SHEET D3. Tft/1I L S I TE PLAN DATE' C TW❑ WORKING DAYS BEFORE YOU DIG � OH'OZ-�V 33 EXISTING CONCRETE WALK. � � ' O Ex�ST�N�°°N°RETE°"ERTER. APPROVED BY: CITY OF DIAMOND BAR SHEETNO. 35 REMOVE EXISTING WOOD BENCH AND FOOTINGS. David G. Liu P.E. 4 DATE A— City Engineer 8• is• i6 5 °F 24 CONSTRUCTION LEGEND: C -�F�( O INSTALL 42"HIGH,2-RAIL LODGE POLE FENCE LOCATED ALONG TOP OF SLOPE, S HT. A'J �-^+( �' SPACE POST(�8'-0"MAX.SEE DETAIL 8 SHEET D-1 'i'1 �� � AVAILABLE FROM: C&E LUMBER CO. (OR E�UAL) CG. IIl C. PHONE NUMBER:(909)8283591 � ��n � a�gs cn,,.o Hm. ro,ewa, a22s O2 EXISTINGNATIVESOILTRAIL, REGRADE�TOWIDTHASSHOWNONPLAN, �II � €M�a Hlli}, Co 9�7¢9 , COMPACTED TO 90%, SEE DETAIL:8, SHEET 0.1 i �i �� j I �3 LINE OF EXISTING TRAIL. V�V�����'�;� � � � 19 ��� �� , /� � ��� OSUPPLY AND INSTAIL PHENOLIC TRAII SIDE DIRECTIONAL MARKER. PEDESTAL � � MOUNT,SEE DETAIL 4 SHEET D-2 �� + � �� MODEL NUMBER: SPG7N (CONCRETE FOOTING EMBEDMENT) ' / � /' J I�I( AVAILABIE FROM: FOSSIL INDUSTRIES, INC. ry ,, � ��. � � O�� � � PHONE NUMBER:(800)244-9808 6 � 8 �A i' � ��� 1 OEXISTING PLANT MATERIAL(SHRUBS,CACTUS, POISSON OAK and WEEDS SHALL � � � 6 BE CLEARED 2'MIN. FROM TRAILS EDGE,SEE DETAIL' 5 SHEET D-2 � � � � _�������� / � � � NEW NATNE SOIL TRAIL COMPACT TO 90%.SEE PLAN FOR TRAIL WIDTH SEE %� �_ --" -�� ��i ; (II�� DETAIL:6 SHEET D-1, FOR TYPICAL TRAIL SECTION. . �� ° G�/ / ' I GRADING LIM�TS, CONTRACTOR SHALL PROTECT ALl PLANT MATERIAL OUTSIDE . 5 7 8 IIi, 11�I'� I�� ��A� O GRADING LIMITS. � I � / ! � / /� � �\\ il'� � � � " � � � � � � �8 COBBLE SWALE AT SLOPES, SEE DETAIL:2 SHEET D-1 � � ����� ��� � � � - � � 9 � "' � � TRAIL WATER DIVERTER APPDX. EVERY 100',OR AS SHOWN ON PLAN SEE � � � � �� � � �� � � � � �� ��� " OO DETAIL: 5 SHEET D-2 I ( � � � � /� �� " , �/ � � g � C r, ��'. ( N d o r,. / � �� `� ; 10 REMOVE AND RELOCATE EXISTING SIGNS WHERE&HOWN ON PLANS. � j 1 � / / �l � l l � i , � � � - o 0 � � � 4 Risars � W N � � Q I I l /M/ / // /// �/ 18 4'Lon Ties � . o o O 11 MULTIPLE WATER DIVERTER. SET COBBI.E 9TONE IN CONCRETE. SEE ' � / 1 I '� / / / / � / � 9 . ° � � DETAIL: ISHEETA-2. ��� � � ' ' ' � " � ' ; - 12 LINE OP EXISTING TRAIL TO BE ABANDONED. � � � � I � � � � '� � � � � � � � � � ' 18 5 Rgers , '� ; � � � tt rc rc � I I I l� � � . � � � � I � l / I i � � / 4 Long T�es ��f � ?/� Y � Y , � � I ' ! l � � l l / / � � � � � � � � / i � 9 3 Risers ' �,� w w w 13 EXISTING TRAIL STEPS. PROTECT IN PLACE. � ' � / � �� � � � � �� � � i / / / 18 q•Long Tles � � � � � - � � � � � � . � 4 Sets of 11 6ets of z � �� � l � � ���� � � � , � l i / � � 5 Risers 3 Risere 2 12isere o z z z 14 INSTALL NEW DIRECTIONAL SIGNAGE PROVIDED BY CITV.VERIFY LOCATION IN � f I i � % � ' i � / � l � � / " / / �g 3 R�� 78 6'Long Tes 18 8'Lon 7ies �B 6'Long Ties " a a a i i l i i � � l � � � � l � � � l , i � �, 4'Long Ties > FIELD WITH CITY. � I � / � � � / / . l � � j / , / , � 20 Totel 22 Total w � � i l ' � I�� � ' � � � � i ��� � SHEET KEY MAP � a � 15 INSTALL NEW 6 Ff. CHAIN LINK FENCE PER CITY STANDARDS.(ADD ALTERNATE) / � / � I ,� � � � � � / �� / � � � ; � , �l �l� i � / ,� / %� / / / ���� i NOTTosca,�E 76 EXISTING CACTUS PATCH � � � � m,l� � � � � � / �� / i ��� � � � � � � i � � 17 TRANSPLANTED CACTUS FROM EXISTING CACTUS PATCH. � � i� � i� � � �� � � �� � � � � � �� � ,����%�������� ����� � � ��������� _ � �� TECHNISOIL BIN ER COMPACTED 90%��IN TALL PER�MANF. RECOMMENDATIONS � � �� � � - �j� � I � � � i� ���' ,�l � � � �l / ' � ��� � �� ; , ! � ' � - � / � � -� -- O , � � , r - �� ( � � I/ , ' / / , i � %�� /l �l l " � i/,/ �'' /i= - ANDSPEqFICATIONS. REFERTOPIANFORREQUIREDLOCATI0NS. 5EEDETAII: � � � � , � �� I I � � � � � � � � � �� � i � � i � , �� ' / / ��/ . ..� � - _ - . __ CONSTRUCTION NOTES. . _ � 3, 4, 5, fi,7 SHEET D-1. � � � �� / � I � I � i � ,j ���� �% �� �� � �,� �� A � � � �.� �� �� � � �� ;i ,% � � � � � % � � � ;��� � �� �r-�� _ _ 7. ALL FORMS AND ALIGNMEN7S OF PAVING,LAYOUT,AND SPECIAL PAVING AREAS SHALL BE � ! 19 SUPPLV AND INSTALL DUMOR 4' LONG RECYCLED PLASTIC BENCH, SEE DETAIL � ��. ���-'"%" � � I � � I � � S � � ! ; i i . � � �� � � ; � l � � � i �% � � �j � i I I i -_ -- _ REVIEWED AND APPROVED BY THE OWNER'S AUTHORIZE�REPRESENTATIVE PRIOR TO �C /1 1 SHEET D-1 � � I � I � � � �� �� I � ' � i ��/ I � � � � __,_ PLACIN ( VE A MINIMUM OF 48 HOURS NOTICE). �% I I � illl � i r G GI L �� MODEL NUMBER 88-0OPL(EMBEDDED MOUNTING) � j'i��( I �\ I � � � i I I I I � i i I l ( I � I � i i I ! i i � � — - ^ SEAT/SLATS COLOR:'REDWOOD'RECYCLED PLASTIC / ' -- LL � STEEL SUPPO R T C O L O R: 'B R O N Z E'P O W D E R C O A T F I N I S H IJ II��, I ' � � 2. THE CONTRACTOR SHALL VERIFI'THE LOCATION OF ALL UTILITIES PRIOR TO O � '� �, \ � � I I I ' I I I I I I � I I 2� ' ' � �� I�� � � � � l - CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURR=D. AVAllABLE FROM�WAKEFIELD CO. �V�� A �, � I I ' I I j ; � l � I J -- _ � � , A� � ,� � I � � II , i 1 � a.:. PHONE NUMBER. 949 552-1686 �� �� � �• � ' � � � I I I ' � l � I I � � 1 - � � i I � l � _�-� CU 3. ALL CONSTRUCTION AND WORKMANSNIP SHALL CONFORM TO THE LATEST EDITION OF ( ) , �`.� �� �V�A � 1��� ° � � � � � � 6� `. -� ��� � �� � �� � � � ii � � � � � �� � �' � � � � g I, � ,;�� � i� L n, � ; i THE UNIPORM BUILDING CODE. (LATEST EDITION OF THE S7ANDARD SPECIFICATIONS FOR N � ZO SUPPLY AND INSTALL DUMOR 32-GAL. RECYCLED PLASTIC TRASH RECEPTACLE, � �\�\ � ��1 ! \'��,. I ' I i I I I rL \,��� �\ '�'�, � , � � � � Il �� / �i ;' � I �� � i Q PUBLIC WORKS) SEEDETAIL38HEETD-2 � � �\�AA1 �1 � , ` �I �. I � � ; A A �A'� ����.��, �\� i� � � � � II� �I �,. �i � i IIIi,�_ i .. �,,� ++ (O � . MODEL NUMBER:41-32PL w/S-1 (CONCRETE FOOTING EMBEDMENT) � I �, � � � �� � � � ,A� � �� � � � � � � i // �� �_ ��� `�, � � � � 4. THESE NOTES SHALL BE USE�IN CONJUNCTION WITH THE PLANS. ANY JISCREPANCIES � � , , " , , ���� �, , � , ,�-- a SEAT/SLATS COLOR: 'REDWOOD'RECYCLED PLASTIC `� I I I 30. � ' � � A � \ � �� �� V � ���� �.A� � -'� � � � , '� .� � ��� � � SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE � � � STEEL SUPPORT COLOR:'BRONZE'POWDER COAT FINISH Lad e Pde � � � \ � � � � � � ` ' ; �� � AVAILABLE FROM:WAKEFIELD CO. Fence 88 LF. � �� � � �, A ���� V�� � �`�� �� V� � �,�.. , � PROJECT OWNER PRIOR TO ANY INSTALLATION PROCESSES. � , ��, � �� �., � � � ,. � � A �� G � � � � � � . � �� � � � / �/� PHONENUMBER:(949)552-7686 � ,. � � ''` ` . � • . A \ V� �� '', . A\ ,� � �� . � � � �� ��, �� �` ��������� � , ��� ��'� � , vJ 5. THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE O21 SUPPLV AND INSTALL 12'DIA. STEEL HEXAGON SHELTER, REFER TO ��.. � , ���� ��� \ �� CONOITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIE� w MANUFACTURER DETAIL AND SPECS FOR INSTALL AND PRODUCT INFO. 9 � � \ \\ \\ � � . � '� \ \ � � � "� � IMMEDIATELY OF ANY DESCREPANCIES OR POSSIBLE DEFIqENGES. � � A � � � � � � MODEL NUMBER:AS-HEX12-04 �� \ A � � �� � � � MULTI-RIB METAL ROOFING COLOR: EVERGREEN � �� � ���V�� �\V � � � � 6. THE DRAWINGS AND SPEGFICATIONS REPRESENT THE PINISHED WORK, ALL BRACING, w COLUMNS COLOR: FENCE BROWN(POWDER COAT) � � \ , \�\ � TEMPORARY SUPPORTS,SHORING, MASONRY, ETC. IS THE SOLE RESPONSIBILIN OF THE y ���� ��� � � � CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT AVAILABLE FROM: RCP SHELTERS 4'�Long Ties 18 ���� � ���\ � `. PHONE NUMBER: (800)525-0207 �� � DOES NOT INCLUDE INSPECTION OF CONSTRUCTION METHODB AND SAFE7Y CONDITIONS �,�1 AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND ` 22 SUPPLY AND INSTALL 16'DIA. STEEL HEXAGON SHELTER WITH WOOD T&G DECK 3 Risere 18 �,';� `,\��'� J DETAILED INSPECTIONS. (p 4'Lon Ties � �� � � UNDER METAL ROOFING, REFER TO MANUFACTURER DETPJL AND SPECS FOR 3 Risers . �g � ' � L 7. SITE CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS. 4'Long Ties �� �' � � INSTALL AND PRODUCT INFO. � 3 Risers . MODEL NUMBER: SLF-HEX16-04-M 4'Lon Ties 18 3 Risers _ �g �"� L � MULTI-RIB METAL ROOFING COLOR: EVERGREEN 4'Lon Ties � 8. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. � COLUMNS COLOR: FENCE BROWN(POWDER GOAT) 3 Risers 18 5 C AVAILABLE FROM: RCP SHELTERS 4' Lon Tles q�n Ties �B ��. ` -� � PHONE NUMBER: (800)525-0207 � � a . z R�sers 18 � > � v « 23 EXISTINCa TREE SHALL REMAIN PROTECTED IN PLACE. SEE DETAIL 6 SHEET D-2. 4'Long Ties 24 EXISTWG TREE LIMBS SHALL BE TRIMMED BY A LICENSED ARBORIST.TREE - � � U � � � LIMBS SHALL BE TRIMMED BACK 4'OF TRAIL. MIN. HEIGHT CLEARANCE SHALL BE �� C � � 70'.SEE DETAIL: 5 SHEET D-2 � � �" ` ^`��� � � ` O � � t � > Q 25 SUPPLY AND INSTALL 1-1/4" DIA GALVANIZED HAND RAIL, SEE DETAIL: 3&4, pF ��PpO���U\�` Q �-m C O U SHEET D-1 � �:'.����,FR�v� / 4- (� � � a`m y6 WSTALL 42"HIGH. LODGE POLE FENCE WITH GUIDE ROPE LOCATED _01 7_0'I. . 20'__ __ 40' ,��-'y f� O C U � m ALONG ADA ACCESSIBLE TRAIL, SPACE POST(oj B'-0"MAX.SEE DETAIL:8 � s �1�16 � � o oC a— � SHEETD-1 L.,. �N" '� " . A � C � N — O �.W SCALE: 1" =20' ��G � p�Hs�N�a�v,��t- r ++ 00 (0 w AVAILABLE FROM:C&E LUMBER CO.(OR EQUAL) sE ow � � � •- U � � � PHONENUMBER: 909 626-3591 P���oQEAo o�,u��E�,`4aE "', � U N � a � �- ❑ ` ' TRAIL SITE PLAN 27 NOT USED. .�#r�iHyo D��HS N,� �„ c 28 NEXPAVE POLYMER WAX COATED AGGREGATE INSTALL PER c `t `54,�L`` F ' MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS, SEE ( DETAIL:8 SHEET D-2. Z� ARc}� `?,�PTTHpW yi� MANUFACTURER: GAIL MATERIALS . � 7 rY�Lv n PHONE: 909-279-1095 � no�caaoes " COIOR: GAIL'S GOLD. CONFIRM WITH CITY PRIOR TO PURCHASE. 29 CURVE-RITEALUMINUMEDGING3000.SERIESIIB"x3"x Underground S2Y'\�IC2 Atert sr ����/Z��� 2 16"W/12"ALUMINUM STAKES,SEE DETAIL: 7 SHEET D-2. . 9T � F R F aF CA��f� MANUFACTURER: CURV-RITE, INC. _ PHONE: 1-800-366-2878 ' , � Call, T�LL FREE WEB: CURVE-RIGHT.COM 30 NOTUSED. 1-BOO-227-2GOO PROJEC7N0: C1509 31 NOT USED. ' 32 NEW CONCRETE STAIR WITH HANDRAIL EACH SIDE. SEE DETAIL 1 SHEET DJ. TW❑ WORKING DAYS BEF�RE YOU DIG °A 08-02-�6 33 EXISTING CONCRETE WALK. 34 EXISTING CONCRETE DIVERTER. APPROVED BY: CITY OF DIAMOND BAR SHE 35 REMOVE EXISTING WOOD BENCH AND FOOTINGS. David G. Liu P.E. 4 DATE A'S City Engineer 8 • �8• i6 s °F 24 CONSTRUCTION LEGEND: � �+ � � O INSTALL 42"HIGH,2-RAII LODGE POLE FENCE LOCATED ALONG TOP OF SLOPE, - � S H T. A-V �.��; SPACE POST�8'-0'MAX. SEE DETAIL:B SHEET D4 � `[� AVAILABLE FROM:C& E LUMBER CO. (OR EQUAL) �'� .,J �.' �-+ ' PHONENUMBER: (909)626-3597 � -� ^ • � T1.G, Inc. �i 7,//� �2 EXISTINO NATIVE SOIL TRAIL, REGRADED TO WIDTH A3 SHOWN ON PLAN, � �� i I ��� -' COMPACTED TO 90%, SEE DETAIL: 6, SHEET D-1 4145 Ch��o N�{�� perkwaY '222 Ck�no NJIr Cq�FU09 U � I �i i ��� l /; O3 LINE OF EXISTING TRAIL " � -- ii ' I � SUPPLV AND INSTALL PHENOLIC TRAIL SIDE DIRECTIONAL MARKER. PEDESTAL �� °� � _ _ ���.. MOUNT, SEE DETAIL:4 SHEET D-2 � > , a� ,1� MODEL NUMBER:SPG7N (CONCRETE FOOTING EMBEDMENT) ��;,. � ' >-y�� � AVAILABLE FROM: FOS31L INDUSTRIES, INQ ���� � ,i�P°� '� � ,� � PHONE NUMBER: (800)244-9809 � �;y��� � ' � OEXISTING PLANT MATERIAL(SHRUBS, CACTUS, POISSON OAK and WEEDS SHALL / � a /�i'��i BE CLEARED 2'MIN. FROM TRAILS EDGE, SEE DETAIL:5 SHEET D-2 , , '�VI� ONEW NATIVE SOIL TRAIL. COMPACT TO 90%.SEE PLAN FOR TRAIL WIDTH SEE '� ////// i, III' ' DETAIL:6 SHEET D-1, FOR TVPICAL TRAIL SECTION. � ����� ��� ����' O6RADINO LIMITS, CONTRACTOR SHALL PROTECT ALL PLANT MATERIAL OUTSIDE � ' 4 1�� �`� GRADING LIMITS. ����� �� � /�/�� �� � ^ ��'i �� �� �8 COBBLE SWAIE AT SLOPES, SEE DETAIL: 2 SHEET D-1 . I /j / � � � ��` "�� / � / /�� �1 , ,�i, �h OTRAIL WATER DIVERTER APPDX. EVERV 100', OR AS SHOWN ON PLAN SEE / / j � ( �� � •::.. _ �� 9 DETAIL 5 SHEET D-2 � 2 ! � � ' � � �!..�- i' : � m f° I / .���� n o 5 ' i I � � l �� N N C41 10 REMOVE AND RELOCATE EXISTINO SIGNS WHERE SHOWN ON PLANS. 6 Se�s of �/ � ' / � � / f 'I m m w 2 Risers � � i r � z z z A'Long Ties 1b � � � / � , 11 MULTIPLE WATER DNERTER.SET COBB�E STONE IN CONCRETE.SEE i " ' ' i . � � F DETAIL: 1 SHEET A-2. 72 Total ������ ' / ���74 23 � � � � � � �) ¢ rc rc 12 LINE OF EXI3TING TRAIL TO BE ABANDONED. 35 ��/ ���%� � 5��� � � I �� o 0 0 ///��// / -_ I /� ,/ Y Y Y \ N 13 EXISTING TRAIL STEPS. PROTECT IN PLACE. . 7YP OF 3 - " ���� ��� � � � � � � � 2 Sets o( -�� -- _-�ii/��/��i i z o 0 0 14 WSTALL�NEW DIRECTIONAL SIGNAGE PROVIDED BY CIN.VERIFY LOCATION IN 6 L�ong Ties 18 �= Ji i' /� ;� _ � °�° � � _/ � r�-n g g � FIELDWITHCITY. 47otal - � � -�j i- � \ \ ( � ( � ' f�� SHEET KEY MAP � a � a 15 WSTALL NEW 6 FT. CHAIN LINK FENCE PER CIN STANDARDS. (ADD ALTERNATE) - _ = -:��i/i °j �� � ���� i6 EXISTING CACTUS PATCH. � _ __-- � ��i---� �, I �� �� �� I �� � � NOT TO SCALE / _-—� �� -- � ��� � � � �� � � � _ , 77 TRANSPLANTED CACTUS FROM EXISTING CACTUS PATCH. � � � ��� ' , !�-"-� ������ I I I � 9 I ���� � � / 18 INSTALL 6"X 8" PRESSURE TREATED TIMBER STEPS AND 4"DEPTH D.G.WITH N � /� � � / � � p��� � � I I I � I I I � � ' TECHNISOIL BINDER COMPACTED 90%, INSTALL PER MANF. RECOMMENDATIONS � , %� � � i / L��J / 0 _.�_ � � � ' , ANDSPECIFICATIONS. REFERTOPLANFORREQUIREDLOCATIONS. SEEDETAIL � : � � , j i � � � I ' 1I � '' ' ' ; CONSTRUCTION NOTES: _ _ c 3� 4, 5�8�7 SHEET D-1. / � / � � ' / � � � I � � � .-_ ..-- _ _ � O � ? � / / / / / J� ` i II I � 1. ALL FORMS AND ALIGNMENTS OF PAVING, LAVOUT,AND SPECIAL PAVINu AREAS SHALL BE ,[ � 7B SUPPLY AND INSTALL DUMOR 4' LONG RECYCLED PLASTIC BENCH, SEE DETAIL: � � �� �� � �� � � I� � �� 1 SHEET D-1 �/� 1sy, , � � � � I � PLACING(GIVE A MPNIMUM OF 48 HOURS NOTICE).HORIZED REPRESENTATNE PRIOR TO � a MODEL NUMBER: 88�OPL(EMBEDDED MOUNTING) vJ � � i � I i I I � � I ' I I a � SEAT/SLATS COLOR:'REDWOOD'RECVCLED PLASTIC '% � i� I I � � � � � II I I - - 2. THE CONTRACTOR SHALL VERIFY THE LOCA710N OF ALL UTILITIES PRIOR TO STEEL SUPPORT COLOR:'BRONZE'POWDERCOAT FINISH � l ��� I� � ��8 � I I I I I I� � I I / `_" CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. (� O AVAILABLE FROM: WAKEFIELD CO. ' � I � � I ' � � �I L U PHONE NUMBER: (949)552-1688 � ���� ��, � � � ��� ����� ��/ � �� i �� I % 3. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE L4TEST EDITION OF � � �0 SUPPLY AND INSTALL DUMOR 32-GAL. RECYCLED PLAST�C TRASH RECEPTACLE, � � � � ! l � i � , � � i i i � � i � � � � / � � �/ i � I� � � l I THE UNIFORM BUIL�ING CODE. (LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR L � \ `, � . i l � � � ! I i PUBLIC WORKS) � � SEE DETAIL 3 SHEET D-2 V � � I �� � I l � � � i ; l�j . �� � �! MODEL NUMBER:41-32PL w/S-1 (CONCRETE FOOTING EMBEDMENT) .f,� �� \�\\ �\ ,� �'� J O f �� � � � l� / �; � � � ' l � SEAT/SLATS COLOR:'REDWDOD'RECYCLED PLASTIC (� \� � � \� \ i / � � �I � � �j�� /�j � l� 4. THESE NOTES SHALL BE USED�N CONJUNCTION WITH THE PLANS. ANYDISCREPANqES a C � STEEL SUPPORT COLOR: 'BRONZE'POWDER COAT FINISH � � ���� '�V ��� � �� ��I � � � I ��I � � �� SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE Q AVAILABLE FROM: WAKEFIELD CO. �\�� \\\\�� �� L--' I I '1 � �� I �I � I�/����� � PROJECT OWNER PRIOR TO ANY INSTALLATION PROCESSES. ! 1 � \�`, V PHONE NUMB E R: (9 4 9)5 5 2-1 6 8 8 I �`��������\\\��� � I I � I I � � � 5. THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIOPS AND SITE 27 6UPPLY AND IN6TALL 12' DIA. STEEL HEXAOON SHELTER, REFER TO , ��\\\\�\\ � � I I I �I I/ I I I I I I I I / CONDI710N9 BEFORE 6TARTING WORK. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED u, MANUFACTURER DETAIL AND SPECS FOR INSTALL AND PRODUCT INFQ � . � / / / ( IMMEDIATELV OF ANV DESCREPANCIES OR POSSIBLE DEFIGENpES � � ��� �� � � ' � / / / ! � . � � MODEL NUMBER:AS-HEX12-04 � ��� �V � $ � 1 ;� � �I � � l - � � ' w MULTI-RIB METAL ROOFING COLOR: EVERGREEN � ���� � � ��� �� � � � � ��I � � � 6. THE DRAWMGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK ALl BRACING, r COLUMNS COLOR: FENCE BROWN (POWDER COAT) �9 { y TEMPORARY SUPPOR7S.SHORING, MASONRV,ETC. IS THE SOLE RESPONSIBILITY OF THE m AVAILABLEFROM: RCPSHELTERS TYPOF4 M�LC� LII IG SGG S�GGI� A-� CONTRACTOR. OBSERVATIONVISITSTOTHEJOBSITEBYTHELANDSCAPEARCH17ECT DOES NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETV CONDITIONS � PHONE NUMBER: (800)525-0207 AT THE WORKSITE 7HESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND ` 22 SUPPLY AND INSTALL 16'DIA.STEEL HEXAGON SHELTER WITH WOOD T&G DECK DETAILED INSPECTIONS. UNDER METAL ROOFING, REFER TO MANUFACTURER DETAIL AND SPECS FOR 'I � m INSTALL AND PRODUCT INFO. ' 7. SITE CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS. a MODEL NUMBER: SLF-HEXi6-04-M � 8. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. � � MULTI-RIB METAL ROOFING COLOR: EVERGREEN � � COLUMNS COLOR: FENCE BROWN (POWDER COAT) m � C AVAILABLE FROM: RCP SHELTERS f � � n a PHONE NUMBER: (800)525-0207 23 EXISTING TREE SHALL REMAIN PROTECTED IN PLACE. SEE DETAIL 8 SHEET D-2. �� ' � y4 EXISTING TREE LIMBS SHALL BE TRIMMED BY A LICENSED ARBORIST.TREE 01_.__. �0' 20'�_,___,_ ,___40' � � Q _ � N � � 0 V � � � LIMBS SHALL BE TRIMMEO BACK 4'OF TRAIL. MIN. HEIGHT CLEARANCE SHALL BE C � � SCALE: 7"=20' � T L O � � 10'.SEE DETAIL:5 SHEET D-2 � (0 Q am C O U 25 SUPPLY AND INSTALL 1-1/4" DIA GALVANIZED HAND RAIL, SEE DETAIL:3&4, VI�, ,F ,��r ry`t��1,;, �,, �.' � � @ Q� SHEET0.1 TRAIL SITE PLAN . ;P�� _, o � � � � m 26 WSTALL 42'HIGH, LODGE POLE FENCE WITH GUIDE ROPE LOCATED � . ,E VLA` yE.0 ALONG ADA ACCESSIBLE TRAIL, SPACE POST Q 8'-0"MAX.SEE DETAIL:B �'� � O a � SHEETD-1 � -�/ .., 'j�1�1 . i +' � (� w � (d � AVAILABLE FROM: C&E LUMBER CO. OR EQUAL _' � � � � � - o PHONENUMBER: 909 628-3591 ( ) �����` 2 � NS ` � I I �a J\��P � ` � s N�„ "°�n��� � U N 0 a fn F— o 27 NOT USED. PgOVn�Of Avea�,a Foa�F��5 cic+� 28 NEXPAVEPOLYMERWAXCOATEDAGGREGATEINSTALLPER , .-11E�UEoto�oRo`i91�Nc�Nmc,O" MANUFACTURERS RECOMMENDATIONS AND SPEqFICATIONS, SEE r yy coo s`��i� �e .,,,,i�„�:`� pirNs DEfAIL:8 SHEET D-2 �����r���•� � �25�p.1r pW�s'i� MANUFACTURER:GAIL MATERIALS �' ¢�� `Oi. � PHONE: 909-279-1095 - . COLOR: GAIL'S GOLD.CONFIRM WITH CITY PRIOR TO PURCHASE. � �rr` 9 �lp. C33095 �' 29 CURVE-RITE ALUMINUM EDGING 3000-SERIES 1I8"x 3"x 18"WI12"ALUMINUMSTAKES, SEEDETAIL: 7SHEETD-2. UI'1Cl2Y'9Y'OUYI(:I Service er ,P� �"����201� e q �2 MANUFACTURER: CURV-RITE, INQ F R r �� CA1-�Fo PHONE: 1-800.366-2878 WEB:CURVE-RIGHT.COM Q Call� TOLL FREE . 30 NOTUSED. 1-HOO-zz7-�C60O PROJEC7N0: 31 NOT�SEo. � C 1509 32 NEW CONCRETE STAtR WITH HANDRAIL EACH SIDE. SEE DETAIL 1 SHEET D-3. 33 EXISTINGCONCRETEWALK. TWO WORKING DAYS BEFORE YOU DIG DATE: 08-02-16 O E7(ISTING CONCRETE DIVERTER. �\/ 35 REMOVEEXISTINGWOOD�BENCHANDFOOTINGS. APPROVED BY. CI 1 I OF DIAMOND BAR SHEETNO. David G. Liu P. E. 4 DATE A-6 City Engineer �• �8•i6 7 oF 24 CONSTRUCTION LEGEND: Match Line See Sheet A-6 � O INSTALL 42'HIGH, 2-RAIL LODGE POLE FENCE LOCATED ALONG TOP OF SLOPE. � _ � - _ SPACE POST Q 8'-0"MA7(.SEE DETAIL: 8 SHEET D-t � T AVAILABLE FROM: C&E W MBER CO. OR EQUAL � � � � `� \ � i ��� � � PHONE NUMBER: (909)6283591 ( � ����� `� _ % � ���� � � � � "� � T 2 �� � �V ' ' � � i � � � � � � , � � ��i� 171C. EXISTING NATIVE SOIL TRAIL, REGRADED TO WIDTH AS SHOWN ON PLAN, � � � i ii �� COMPACTED TO 90%, SEE DETAIL:6, SHEET D-1 A �/ / � ��� � $ � ,�� �/�� � /� i � � ���� � � / � � � � �III� �� ���� � A193 Ch m Htllc Pa.&..,av "'�s'T£ �3 LINEOFEXISTINGTRAIL. � � � � _ �� � � � � � �� ������� � , ' I'�I� �\ � Ch��o Htl�i, fa 419Q9 r \ � i � V����� � � � ,/ � � �� � � � � � '1: ,y/�i l � SUPPLY AND INSTALL PHENOLIC TRAIL SiDE DIRECTIONAL MARKER. PEDE3TAL ��\�� .. `�� % � � � � J f y�� �� � � � � � ( � f i���i , l4 � I MOUNT, SEE DETAIL�4 SHEET D-2 � � � � � L �" � MODEL NUMBER SPG711 (CONCRETE FOOTING EMBEDMENT) A ����� ���— ��� � � I �� � I ��1 �'" ` �� � � �,� AVAILABLE FROM FOSS�L INDUSTRIES, INC. � \ � � PHONE NUMBER: (800)244 9809 ������ /��� � �I ����II I - A\V��� �; �� � - � � , _ t �aFi ` — — � / � � , � ;,:,i;,w� �. OEXI9TING PLANT MATERIAL(SHRUBS,CACTUS, POIS60N OAK and WEEDS SHALL \�\�\�\� \\� :, / � � � � �/ 'II /I ' / �r "� BE CLEARED 2'MIN. FROM TRAILS EDOE, SEE DETAIL: 5 SHEET D-2 �� �� \�\� � \\ — � � � ' l � I I � ,i � �� � � � � r �l � - i � NEW NATIVE SOIL TRAIL COMPACT TO 90%. SEE PLAN FOR TRAIL WIDTH SEE ����� ���=� � � � � �� � � 1 i � � �� ' � Q � GRADING LIMITS. CONTRA TOR SHALL PRO ECTALL PLANT MATERIAL OUTSI�E �\\�\\\\\���.� �/��!'�� ' '� �I i� � I �I � - \� ; ���.-� � �` I-- \� � ��� / , � � � � � � � � � �� � ��������V��\, � � � I � � � � � OB COBBLE SWALE AT SLOPES, SEE DETAIL 2 SHEET D-1 \ \ ✓ � ": i ����� �v�v� � � � �� ; v� , , O TRAIL WATER DIVERTER APPDX. EVERY 100', OR AS SHOWN ON PLAN SEE � � � 3 i ' � �- � � l, l � � '� 9 DETAIL: 5 SHEET D-2 I I I� � � p�i�� fi ���� I � � � � � a � . d� . � m • 10 REMOVE AND RELOCATE EXISTING SIGNS WHERE SHOWN ON PLANS. 7 2 \ \ \ \ ,/ / I N � � d m �\ � �� � o '��������V ��� � � � � � � 11 MULTIPLE WATER DNERTER. SET COBBLE STONE IN CONCRETE. SEE � o 0 0 �� �� A����\ — P DETAIL 7 SHEET A 2. ��� A � ��� - � 12 LINE OP EXISTING TRAIL TO BE ABANDONED. 1; � � ' _\ . ~ ~ ~ � , 1��t� � � / � � I I 1 �!� . / w � w 13 EXISTINO TRAIL STEPS. PROTECT IN PLACE. ����� `��V� �� �� � � I I I � � ��'� ��� � o 0 0 O D U � � �� � � � � � O D U I I \ � � I � � � � � � � U U U 14 INSTALL NEW DIRECT�ONAL SIGNAGE PROVIDED BY CITY.VERIFY LOCATION IN � z FIELD WITH CITY. � �\ �� � I 1 1 0 � g g 15 INSTALL NEW 6 FT. CHAIN LWK FENCE PER CIN STANDARDS. (ADD ALTERNATE) 1 1 11\1` \\ I�I� 1 II I I III S H E ET KEY MAP � Q Q a O16 EXISTING CACTUS PATCH. � � � ` I I `__ � �I 1 '�1 I I II 1 ' NOT TO SCALE � � 17 TRANSPLANTED CACTUS FROM EXISTING CACTUS PATCH. II1 II' III I 1 '1 1 \I 18 INSTALL 6"X 8" PRESSURE TREATED TIMBER STEPS AND 4"DEPTH D.G. WITH l \ TECHNISOIL BINDER COMPACTED 90%, INSTALL PER MANF. RECOMMENDATIONS I ���' 11111 I ��� ANDSPEqFICATIONS. REFERTOPLANFORRE�UIREDLOCATIONS. SEEDETAIL: I I\, � CONSTRUCTION NOTES: c 3, 4,5,6, 7 SHEET D-L \ O19 SUPPLY AND INSTALL DUMOR 4' LONG RECYCLED PLASTIC BENCH, SEE DETAIL: I li I I� I 1� 1 1. ALL FORMS AND ALIGNMENTS OF PAVING,LAYOUT,AND SPECIAL PAVING AREAS SHALL BE Y � 1 SHEET D-1 I I � �, � � REVIEWED AND APPROVED BV THE OWNER'S AUTHORIZED REPRESENiATNE PRIOR 70 L a MODEL NUMBER:88-40PL(EMBEDDED MOUNTING) i I I I �i , 1 '� , � PLAGNG(GIVE A MINIMUM OF 48 HOURS NOTICE). � PHONE NUMBER: 9490 52-gi686 ZE'POWDERCOAT FINISH 1 \ ` 1 , � � � � � � � I I I I /, \\ Z. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO O \\ __.--�'-�� CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALl DAMAGES INCURRED. � � SEAT/SLATS COLOR:'REDWOOD'RECVCLED PLASTIC I � I I I AVAILABLE FROM:WAKEFIELD CO. ( ) I � / o � � � " � V �, 2 0 S U P P I Y A N D I N S T A L L D U M O R 32-GAL RECVCLED PLASTIC TRASH RECEPTACLE, I I I I I I ' ( � 1� , \� \ ' \ 3. A L L C O N S T R U C T I O N A N D W O R K M A N S H I P S H A L L C O N F O R M T O T H E L A l E S T E D I T I O N O F � � � THE UNIFORM BUILDING CO�E. (LATEST EDITION OF THE STANDARD SPEqFICATIONS FOR �+ L , '� SEE DETAIL 3 SHEET 0.2 � � �. �� �V � o � � � � � PUBLIC WORKSI � y,r � MODEL NUMBER:4132PL w/5-1 (CONCRETE FOOTING EMBEDMENT) � � \ \ �� � 1 � SEATISLATS COLOR: 'REDWOOD'RECYCLED PLASTIC ` 1� 11��\\� �,1\\1 � 1 1 I 4. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS. ANl'DISCREPANCIES a C STEEL SUPPORT COLOR: 'BRONZE'POWDER COAT FINISH � � 1 � I SHALL BE BROUGHT 70 THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE Q � AVAILABLE FROM:WAKEFIELD CO. 11, �� I � U PHONE NUMBER: (949)552-1686 'I I', �� \ ';` I i I PROJECT OWNER PRIOR TO ANY INSTALLATION PROCESSES. \ � � � 21 SUPPLY AND INSTALL 12'DIA.STEEL HEXAGON SHELTER, REFER TO �1 1 1 1 �� 1 ` 1 \ ��� / ✓��� 5. THE CONTRACTOR MUST CHECK ALL DIMENSIONS,FRAMING CONDITIONS AND SITE MANUFACTURER DETAIL AND SPECS FOR INSTALL AND PRODUCT INFO. '� i � ., �\ CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED w MODEL NUMBER:AS-HEX72-04 111 1��`�\\� � � --'-� \ IMMEDIATELV OF ANY DESCREPANCIES OR POSSIBLE DERCIENGES. � - MULTI-RIB METAL ROOFING COLOR: EVERGREEN `\ � �* � N �y � COIUMNS COLOR: FENCE BROWN (POWDER COAT) \\\\\ `\ \��� I \ 6. THE DRAWINGS AND SPEqFICATIONS REPRESENT THE FINISHED WORK. ALL BRACING, w � AVAILABLE FROM: RCP SHELTERS \� �� �\� � TEMPORARY SUPPORTS,SHORING, MASONRY, ETC. IS THE SOLE RESPONSIBILITY OF THE uii PHONE NUMBER: (800)525-0207 .���������� I � CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSG4PE ARCHITECT �� ` � '• � �� i DOES NOT WCLUDE INSPECTION OF CONSTRUCTION METHODS AND SPFETV CONDITIONS 22 SUPPLY AND MSTALL i6' DIA. STEEL HEXAGON SHELTER WITH WOOD T$G DECK �� ���� � y' �\�'�� AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND �[ UNDER METAL ROOFWG, REFER TO MANUFACTURER DE?AIL AND SPECS FOR '�\ \\�� \�,� DETAILED INSPECTIONS � i ' IN9TALLANDPRODUCTINFO. �. ��A,� � � � MODEL NUMBER: SLF-HFX16-04-M � Lotlge Pole ' ` � \\ � 7. SITE CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS. MULTI-RIB METAL ROOFING COLOR: EVERGREEN Fence 112 L.F � � �--_ -��� � � � V �� � 1 � 8. REFER TO THE PROJECT SPEGFICATIONS FOR AD�ITIONAL INFORMATION. L_ � COLUMNS COLOR: FENCE BROWN(POWDER COAT) �� � \ �� V�, _ ` - AVAILABLE FROM: RCP SHELTERS V�� \� �, M� � PHONE NUMBER (B00)525-0207 A�A � � � `� z�, A �� W (Q � � � � d � \ � ���� ����� � � 23 EXISTING TREE SHALL REMAIN PROTECTED IN PLACE.SEE DETAIL 8 SHEET D-2. , ; � � 2q EXISTING TREE LIMBS SHALL BE TRIMMED BY A LICENSED ARBORIST.TREE ��V��� � ��� 0 •� Q C C � V f0 N � LIMBS SHALL 6E TRIMMED BACK 4'OF TRAIL. MIN. HEIGHT CLEARANCE SMALL BE � �� \� . �� � � Q C C � 10'.SEE DETAIL 5 SHEET D-2 � z '' �� ' �� � �, 1 � C � 25 SUPPLV AND INSTALL 7-1/4'DIA GALVANIZED HAND RAIL, SEE DETAIL:3 8 4, �. \ � � �, ' �� � � � 1\ OF u�ArnuNU ����� � >+ � SHEET D-1 . � � �'lT�' AND �ETAILS'a''" � � � � � � \ � 11 seP d�S'PROVEU _ Q Qm C L U � � � 1 26 INSTALL 42"HIGH, LODGE POLE FENCE WITH GUIDE ROPE LOCATED \ \ � �� i� �'� - -�- � 0 -� � a� ALONG ADA ACCE991BLE TRAIL, SPACE POST Q 8'-0"MAX. SEE DETAIL:8 �� � � ' 1 t, 1 � --- O V C U � pp SHEET D-t � � � � � '� � � � � �, 1 Yl IU1B� Q O Q_ v AVAILABLE FROM: C 8 E LUMBER CO.(OR EQUAL) y � � �� I � � � �i � �'1��' � � ��.E � � � � N — o � PHONE NUMBER: (909)626-3597 � �\\� \� ��1 ' I �� I I 1� �1 � ,.y�F pppaovA�oF THP RM��Fpu r.nv vu �rn<;b i � 00 f6 w � � � __ vu�Nss�ru I I, I ; oFou+nNCE oF TMis r,m � V N � a fn H 0 � I , �wcnvue�roaFA 'o 27 NOT U3ED. \ ` 1 'i '� I � � ^r�eooE oa E ,�H ire �o.; � � 28 NEXPAVE POLYMER WAX COATED AGGREGATE INSTALL PER g � � + I I iNEs���„Ns s�ni` ' µspFcno^5 � � r'outa-�ae. MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS, SEE � �� � ' 1 � I � DETAIL: 8 SHEET D-2. � � � � � - MANUFACTURER: GAIL MATERIALS \ \ 1\ . �I I I �gE ARCh, PHONE: 909-27&1095 i 4, �.PTTNfk, �i. COLOR:GAICS GOLD.CONFIRM WITH CIN PRIOR TO PURCHASE. � � I ; ° Q'y_-� �r t a �; O CURVE-RITE ALUMINUM EDGING 3000-SERIES 1/8"x 3"x I I I I J v��' y � No. 3309fi 1 6'W/ 7 2"A L U M I N U M S T A K E S, S E E D E T A I L: 7 S H E E T D-2. lI � ' Underground Service Alert s �"'���201� P MANUFACTURER: CURV-RITE, INC. `�� � � �. � PHONE: 1-800.366-2878 � V'�) f R Y �rP op� WEB: CURVE-RIGHT.COM � / � l� I I I J -' _ a` CAUF ao NOTUSED. � �' / �/ j � � '� ' CaIL TOLL FREE 37 NOTUSED. � z � � f� � � I ' 1-8��-22]-2G�� PROJECTNO: .1 C 32 NEW CONCRETE STAIR WITH HANDRAIL EACH SIDE. SEE DETAIL 1 SHEET D-3. � � I I�/� /� � ■ _ � C 1 JO9 Match Line See Sheet A-8 TWO WORKING DAYS BEFORE YOU DIG 08-02-16 33 EXISTING CONCRETE WALK. oa7E� O EXISTING CONCRETE DIVERTER. � 35 REMOVEF�(ISTINGWOODBENCHANDFOOTINGS. 0 10' 20' 40� . APPROVED BY: CITY OF DIAMOND BAR SHEE7N0. S�A`E: ,�=2°� David G. Liu P. E. DATE A-7 TRAIL SITE PLAN City Engineer 8• �$• i6 s oF 24 CONSTRUCTION LEGEND: O INSTALL 42"HIGH, 2-RAIL LODGE POLE FENCE LOCATED ALONG TOP OF SLOPE, � �4 T.�� � R� SPACE POST(oj 8'-0°MAX.SEE DETAIL: 8 SHEET D1 n � � w � AVAILABLE FROM: C 8 E LUMBER CO. (OR EQUAL) i�� i i` ��II�i i � _ x � � PHONENUMBER:(909)6263591 �il�� '����� ; -* �w' � � ,.� ��lC�. � ��\ iil , ( _ �2 EXISTING NATIVE SOIL TRAIL, REGRADED TO WIDTH AS SHOWN ON PLAN, �� �� \ �� e. "� ��� ��(C� - '� � COMPACTEDT090%, SEEDETAIL:6,SHEETD-1 ��� _,_ � �''� ��H I�p�'� 4195 Ch�«o Hni. Pa.k...ar ^232 �3 LINEOFEXISTINGTRAIL .., � ' �, �II � Ch:�o Bdli, Ca 91zqA � � ���„ � � �`��� `� � ' � �� � OSUPPLY AND INSTALL PHENOLIC TRAIL SIDE DIRECTIONAL MARKER. PEDESTAL �� � fl,�;;'� , ;� MOUNT, SEE DETAIL:4 SHEET D-2 � � MODEL NUMBER:SPG711 (CONCRETE FOOTING EMBEDMENT) . � ,�II ( AVAILABLE FROM: FOSSIL INDUSTRIES, INC. PHONE NUMBER: (800)244-9809 , ���� 111;` � EXISTING PLANT MATERIAL(SHRUBS, CACTUS, POISSON OAK and WEEDS SHALL � ��� p,' ` BE CLEARED 2'MIN. FROM TRAILS EDGE, SEE DETAIL:5 SHEET D-2 i` � 1i Match Line See Sheet A-7 : ��� '� ONEW NATIVE SOIL TRAIL COMPACT T090%.SEE PLAN FOR TRAII WI�TH SEE � � *,' � � DETAIL 6 SHEET D-1, FOR TYPICAL TRAIL SECTION. 1 � � � ���� ��� � � h � � � I � l ' � � GRADING LIMITS.CONTRACTOR SHALL PROTECT ALL PLANT MATERIAL OUT9IDE � g��o{ � � � ���� � I �� � � � � �. ; � � �� GRADING LIMITS. 3 Risers � i . l i f � �� � � l 78 4'LongTies � � � ��� � � I ' �:s�.,. �' � 9Total � � / ��� � � � /� � � ,`. 8 COBBLE SWALE AT SLOPES, SEE DETAIL 2 SHEET D-1 � . . I� ��' / �/ � 2RIseB - �� / '/ / � �� ��� � - - 18 4'Lon Tlea �' � /, %/i"',� /; � � TRAIL WATER DIVERTER APPDX. EVERY 100', OR A3 9HOWN ON PLAN SEE � � _ � �� �i ��/ �ETAIL:SSHEETD-2 � _ _ ���/,4�,� i;/; / � m m . i i �,%/, ,i i ;,i -" o 0 � � — Lodge Pole � � / i, j� n � 10 REMOVE AND RELOCATE EXI6TING 616NS WHERE SHOWN ON PLANS. '^ � 1 \ — 6 O � Ferice 56 LF. � � � � � MJ _ ` � --..._ � . A � � ,j' m m m ' 71 MULTIPLE WATER DIVERTER.SET COBBLE STONE IN CONCRETE.SEE Q� � � � � ' 18 3 Risers �,, /;�/ o 0 0 DETAIL: 1 SHEET A-2. � '�,�1 °' � 4'Long Ties g , � F EXI TIN TRAIL TEPS. PROTECT IN PLACE. � � � � ��. ` � , 2 Sets ot / i�i' , � � � 12 LINE OF EXISTING TRAIL TO BE ABANDONED. � � V A \ � � � __ ._- 5 Risers �j� i r S HT. A'H o 0 0 � � A 1 � i A � � _ 4'Lon9Ties � ���� ' o 0 0 � � ' \ 1 � � � -- 18 O TOtal = � � Y Y Y 13 S G 3 /- � / �� i w w , � � - � / , i �� x x ' � � , �, � � � � 2 Risers i m 14 INSTALL NEW DIRECTIONAL SIONA6E PROVIDED BY CITY. VER�FY LOCATION W � I I I 18 4'Long Ties // �� / � � 0 i i z FlELD WITH CITY. i � ' i// ' � i ' — -- 4'Lon Ties � ��� �/ � ; ,,,JJJ��� � u a a � � � ; , SHEET KEY MAP � a � 15 � INSTALL NEW 6 FT.CHAIN LINK FENCE PER CIN STANDARDS. (ADD ALTERNATE) � �' � �� J 18 9 i i / / � � ' � r' ,�/Q n�l I � x — 18 4Risers ����/, � � 1('II\UI 16 EXISTINO CACTUS PATCH. � �0 4'Long Ties � p � � AI � � � � � _ /���j�b{r ' NOT TO SCALE L� V TRANSPLANTED CACTUS FROM EXISTING CACTUS PATCH. � f �� -- 3 Sets ot . ����0 B � � � �� ' � � 3 Risers 78 4'Long Tles j'� � . 18 INS?ALL 6"X 8"PRE3SURE TREATED TIMBER STEPS AND 4"DEPTH D.G.WITH � � � � �� B Total ��� � � �� �� � �' TECHNISOIL BINDER COMPACTEO 90%, MSTALL PER MANF. RECOMMENDATIONS _ I I � � �� AND SPECIFICATIONS. REFER TO PLAN FOR REQUIRED LOCATIONS. SEE DETAIL: I �� b � v �� 2 Risers z 7 ,�j i �/ 3,4, 5, 6,7SHEETD-1. J_ � �� � �1. ' 18 4'LongTlas / �� - %//�� .� � CONSTRUCTION NOTES: ___ � i i 79 SUPPLV AND INSTALL �UMOR 4'LONG RECVCLED PLASTIC BENCH, SEE DETAIL � � ,� / � I /// j 1. ALL FORMS AND ALIGNMENTS OP PAV WG, LAVOUT,AND SPECIAL PAVING AREAS 3HALL BE ,C 1 3HEET D-1 � 8 �j � �� � � REVIEWED AND APPROVED 8Y THE OWNER'S AUTHORIZED REPRE3ENTATIVE PRIOR TO L � MODEL NUMBER:88-40PL(EMBEDDED MOUNTING) � � � -��� � PLAqNG(GNE A MINIMUM OF 48 HOURS NOTICE) (� SEAT/SLATS COLOR' 'REDWOOD'RECYCLED PLASTIC . ' � � j � i �/�j� ��� � � STEEL SUPPORT COLOR''BRONZE'POWDERCOAT FINISH / � � 9 / � i ��' ���� . 2. THE CONTRACTOR SHALL VERIFV THE LOCATION OF ALL U7ILITIES PPJOR TO Q , AVAILABLE FROM: WAKEFIELD CO. � a . ��� '� � � /��j���� CONSTRUCTION AND 5HALL BE HELD LIABLE FOR ALL DAMAGES INCU2RED. (Q � . PHONE NUMBER: 949 552-1886 " � %/i i / ( � �� � � � .� � � � �� 3. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE UTEST EDITION OF N � J i � �0 SUPPLY AND INSTALL DUMOR 32-GAL. RECYCLED PLASTIC TRASH RECEPTACLE, 34 �% � i' � i��� ���� 7HE UNIFORM BUILDING CO�E (LATEST EDITION OF THE STANDARD SPEGPICATIONS FOR � � SEE DETAIL 3 SHEET D-2 � � � � � �0� � � �/���/� . PUBLIC W012K51 � ++ MODEL NUMBER:41-32PL w/S-7 (CONCRETE FOOTING EMBEDMENT) � " � % / --. �/ ��/ � �� f�� � , SEAT/SLATS COLOR:'REDWOOD' RECYCLED PLASTIC �� � � � . '/ � �j� � !j�� �� 4. THESE NOTES 9HALL BE USED IN CONJUNCTION WITH THE PLANS. ANV DISCREPANCIES {y � STEEL SUPPORT COLOR:'BRONZE'POWDER COAT FINISH � � ! / ' � � � !i �%� ����� SHALL BE BROUGHT TO THE ATTEN710N OF THE LANDSCAPE ARCHITECT AND THE Q � AVAILABLE FROM:WAKEFlELD CO. � ; -� � � � i i ���/� �� � PROJECT OWNER PRIOR TO ANV INSTALLATION PROCESSES. PHONE NUMBER:(949)552-1686 � � � i %� ��� � ! i�, - �� �j'� �;� � i % i i � / I / i � / � � � � ��/ � ��/���� 5. THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDI?IONS AND SITE 21 SUPPLY AND INSTALL 12'DIA. STEEL HEXAGON SHELTER, REFER TO i � � ; l ) ,�l� � , � � � /�j�j�� CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED �++ MANUFACTURER DETAIL AND SPECS FOR INSTALL AND PRODUCT INFO. � � � ' � J � ,/ � � ��� � i � � � �- �� '/ IMME�IATELV OF ANY DESCREPANCIES OR POSSIBLE DEFIqENCIES. � MODELNUMBER:AS-HEXi2-04 ' � � � '>x i ' i � ; i -�%� � � � �� � MULTI-RIB METAL ROOFING COLOR: EVERGREEN i / � � % / ,q �� �� 1 �� � / �j� � � � � � 6. 7HE DRAWINGS AND SPECIPICATIONS REPRESENTTHE FINISHED WORK. ALL BRACMG, w �� �� i COLUMNS COLOR: FENCE BROWN (POWDER COAT) � �� / � � � � / / //�//� TEMPORARY SUPPORT6,SHORING, MA60NRY, ETC. IS THE 60LE RE9PONSIBILITY OF THE m AVAILABLE FROM: RCP SHELTERS � i j ! � � � ; / � � ���� �� � � � CONTRACTOR. OBSERVA710N VISITS TO THE JOB SITE BY THE LANDBCAPE ARCHITECT PHONE NUMBER: (800)5250207 / � � � � � I � � �� ������ ��� DOES NOT INCLUDE INSPEC710N OF CONSTRUCTION METHODS AND SAFETY CONDITIONS i ' � AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND Y 22 SUPPLY AND WSTALL 16' DIA. STEEL HEXAGON SHELTER WITH WOOD T8G DECK � � I � � � � i/�� / ��� DETAILED INSPECTIONS. � UNDER METAL ROOFING, REPER TO MANUFACTURER DETAIL AND SPECS FOR � � � � � � �� �� � ����,/ �� / � , � INSTALL AND PRODUCT INFO. � � � ���� � � � � � 7. SITE CLEAN-UP SHALL TAKE PLACE ON A DAILY BA31S. � MODEL NUMBER: SLF-HEX76-04M i i ( - � / / (6 � MULTI-RIB METAL ROOFING COLOR: EVER6REEN �� )����� � � � � � 8. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMAiION. L � COLUMNS COLOR: PENCE BROWN(POWDER COA� � � � � � � I ��j�� � �-. AVAILABLE FROM: RCP SHELTERS � � � PHONE NUMBER: (800)525-0207 �� � I I � � � (! � � a 23 EXISTING TREE SHALL REMAIN PROTECTED IN PLACE. SEE DETAIL 6 SHEET D-2. I I I �� ' � � O) -p ��,, 0 •` Q C C pq EXISTING TREE LIMBS SHALL 8E TRIMMED BY A L�CENSED ARBORIST. TREE C � U (O N � LIMBS SHALL BE TRIMMED BACK 4' OF TRAIL. MIN. HEIGHT CLEARANCE SHALL BE C C � � 10'.SEE DETAIL: 5 SHEET D-2 - � (� � � Q � rn 25 � SUPPLY AND INSTALL 1-1/4" DIA GALVANIZED HAND RAIL, SEE DETAIL: 3&4, 0 10' 20' 40'_ Q dm C O U SHEET D-1 26 INSTALL 42"HIGH, LODOE POLE FENCE WITH GUIDE ROPE LOCATED .,�����pb5 AND���ET���5���'- � � 'p � a�p SCALE: t"=20' A L O N G A D A A C C E S S I B L E T R A I L, S P A C E P O S T�8'-0'M A X. S E E D E T A I L:8C+��'k G�E� _. O O OC p.� 'o SHEET D-1 ���-�- � � C � Nr o - AVAILABLE FROM: C&E LUMBER CO. (OR EQUAL) z +' � (O w � N � PHONENUMBER:(909)626-3591 TRAIL SITE PLAN ����:�i, l��s w o 2 � � UNo ; cn� ❑ 27 NOT USED. c�r r,t I�p,ppROVFLCF THESE P�NS SHAt l M' 28 NEXPAVE POIYMER WAX COATED AGGREGATE INSTALL PER ,+�ST!Hv°�°E E�nouownN�E oFNT�v oinY�'" MANUFACTURERSRECOMMENDATIONSANDSPECIFICATIONS, SEE {LS N F��i,, � r ui�� � ; DETAIL 8 SHEET D-2. �'0c""`;.�•�:�.. .. . . s�' ARCh MANUFACTURER: GAIL MATERIALS 4r� erPTTMEk i� • PHONE: 90&279-7095 � � �+ �Fy a � COLOR: GAICS GOID.CONFIRM WITH CITY PRIOR TO PURCHASE. J y::.7✓r y O � CURVERITEALUMINUMEDGING3000-SERIESI/8"x3"x Under round S21^VIC2 Alert � No. C33DH5 e rzen.�inon 16"WI 12"ALUMINUM STAKES, SEE DETAIL: 7 SHEET D-2. g MANUFACTURER: CURV-RITE, INC. , OR y T9Tf'ff, ����p0�� PHONE: 1-800.366-2878 WEB: CURVE-RIGHT.COM � Call, TOLL FREE � 30 NOT USED. 1-HOO-L�z7-ZGOO PROJECTNO: .1 31 NOT USED. C 1509 32 NEW CONCRETE STAIR WITH HANDRAIL EACH SIDE. SEE DETAIL 1 SHEET D3. 33 EXISTINGCONCRETEWALK. TW❑ W�RKING DAYS BEFORE Y�U DIG DATE: OO�OZ��6 O EXISTING CONCRETE DIVERTER. ��/ 36 , REMOVEEXISTINGWOODBENCHANDFOOTINGS. APPROVED BY. CI 1 1 OF DIAMOND BAR SHEETNO. David G. Liu P.E. 44 DATE /'"1—� � City Engineer 8• �� i6 s oF 2a CONSTRUCTION LEGEND: Match Line See Sheet A-4 . � � � � � . �j INSTAL�42"HIGH,2-RAIL LODGE POLE PENCE LOCATED ALONG TOP OF SLOPE, � .-�-7.- � SPACE POST Q 8'-0"MAX. SEE DETAIL: 8 SHEET 0.1 � u AVAILABLE FROM:C&E LUMBER CO. (OR EQUAL) � ' .. PHONENUMBER:(909J6263591 � / �.��_ �.. �H = . :. '�, ��e.. O2 EXI3TIN0 NATIVE SOIL TRAIL, REGRADED TO WIDTH AS SHOWN ON PLAN, / / COMPACTED TO 90%,SEE DETAIL: 6, SHEET D-7 � r/� 1 i�� � � � � ��{, , 41FS Ch�rta H+IIa Pexkvey "2�8 � � �il � i I � Ch�no Hilla Ca 917Q¢� , O3 LINE OF EXISTING TRAIL. � - � _ � ' �. ! � � V� �?2S� _ �j�( � 1���/ � �4 SUPPLY AND INSTALL PHENOLIC TRAIL SIDE DIRECTIONAL MARKER. PEDE3TAL �� � � — — �� �f � � � I , �,F � "', _ � l � MOUNT, SEE DETAIL 4 SHEET D-2 ��� � � � ---__ -� � �x, �� = � MODEL NUMBER: SPG711 (CONCRETE FOOTING EMBEDMENT) 3p � � � � � � _� " �j� � ,� � � � .. PHO E NUMB RM(800`244'98 9STRIES, INC. �. \ �\ �` __ - ..-1230 '�--�—__ 23 24 �\`� \\ \ �� � � f �, f � �, O EXISTING PLANT MATERIAL SHRUBS, CACTUS, POISSON OAK and WEEDS SHALI � / r --- _ _ _ � ti" BE CLEARED 2'MIN. FROM TRAILS EDGE,SEE DETAIL 6 SHEET D-2 I I � _ -- -� _ 1235 � -��� �I I � I �s NEW NATNE SOIL TRAIL COMPACT TO 90%.SEE PLAN FOR TRAIL WIDTH SEE ZB � � � -- --��--- Ir DETAIL:6 SHEET D-1, FOR TYPICAL TRAIL SECTION. � ��d� .-' � - . --�- ._�—__ _��� , � ���I� t�s 1) . � i ' — �-�- � \� ��� ��L \ � ORADING LIMITS, CONTRACTOR SHALL PROTECT ALL PLANT MATERIAL OUTSIDE pg � ,' � z � _ - �_�� � �� ��� GRADING LIMITS. 75etsof ���� A�� '. � <} - — �2R ' ��� , �i .. ��� �� O8 COBBLE SWALE AT SLOPES,SEE DETAIL:2 SHEET D-1 2 Risere \ \ \ \\ \;A\` .\ \. " 2$ � . .-_ \\\ \ ��\\j�S /// ' // 1 `1 . 4'Long Ties �8 � � � � 4 Total � �� �� 1� � TRAIL WATER DIVERTER APPDX. EVERY 100',OR AS SHOWN ON PLAN SEE � ,o � 2 _�� j � _ � � / � � � � II�I � s � , � � . �/ i � DETAIL: 5 6HEET D-2 �� ����� �� �� V A — � \ � .�_ �� ��� � � ��� � ,� � m \ � N � � 10 REMOVE AND RELOCATE EXISTIN6 91GNS WHERE SHOWN ON PLANS. ��V�V `- � ` \A �� �� V V �V�� � 124�� �'/" o 0 �����' �� . ���� V���� //i� - � 11 MULTIPLE WATER DIVERTER. SET COBBLE STONE IN CONCRETE. SEE �� \ ��AV�\�. A � � ��� ���/%��/ � i � o � DEfAIL 1 SHEET A 2. V�� � .��A � l A � V���� /���y// . ' r r r � , ��� � � ', SHT. A-8 � ', � � � . 12 LINE OF EXISTWG TRAIL TO BE ABANDONED. ���� � A ' � � . A��V���'V A� �-' —� ����� � 2 Se4s of w w w \V� N \� � ��A�� � �� � � �j �/ 5Rlsers � rc rc � � � ' \ � � V � -� " � �' 78 4'Lon Ties �% � o 0 0 13 EXISTING TRAIL STEPS. PROTECT IN PLACE. . � � � 50 j /�. 9 / o 0 0 7 6 V � V � �� . A ����� � �� �i 0 Total � � � � � w w w 14 INSTALL NEW DIRECTIONAI SIGNAGE PROVIDED BY CITY. VERIFY LOCATION IN �� V��� �� ������� � �� � - � i �!, 2 RISERS EACH fO cii o �i � FIELDWITHCITY. �� ��.A�� � �� � � �� �� / . ��/ �i , 18 4PT. LONGTIES o � z� � � ��� AA,� � ��Ni7���AA � � �V��� - � f15% �'� , `� a a a 15 INSTALL NEW 6 FT. CHAIN LINK FENCE PER CITY STANDARDS. (ADD ALTERNATE) � \ � � � � ' 12/ / � '! 5 RISERS EACH � w \ �,�� ,;, �, , , , ,,, � , , ; % �, ,8 4Fr.�o�ar�Es SHEET KEY MAP � a � a 16 EXISTIN6 CACTUS PATCH. � � � � � \ 1 � -/ % � ,������� ������� �� ��g0 �, z sets of NOT TO 3CALE 9 Risera 17 TR4NSPLANTED CACTUS PROM EXISTING CACTUS PATCH. I I l � �\ 1 ' I I � I I l � I � � j,/ 18 25 4'Long Ties - , � , � ' � � � i B Total 18 INSTALL 6"X 8' PRESSURE TREATED TIMBER STEPS AND 4"DEPTH D.G.WITH � � � ; � I I � � � � � _ ��//� // � I-. I ' �I � � i 5 RISERS EACH TECHNISOIL BINDER COMPACTED 90%, INSTALL PER MANF. RECOMMENDATIONS I I �I I I I I INI I I I I � " � ! � 18 4 FT. LONG 71ES A N D S P E C I F I C A T I ON S. REFERTOPLANFORRE�UIREDLOCATIONS. SEEDETAIL: I I II I Ii ll I� � I �I - �'� /"./�, � = CONSTRUCTION NOTES. � 3,4, 5, 6, 73HEETD-1. ' � � � � ' i � � �' Ji1 ii�i2� %�' 19 SUPPLY AND INSTALL DUMOR 4' LON6 RHCYCLED PLASTIC BENCH, SEE DETAIL: I I I I II I II I i I II I I ` II� � �/ /�j /� i. ALL FORMS AND ALIGNMENTS OF PAVING, LAYOUT,AND 3PECIAL PAVING AREAS SHALL BE Y (a 1 6HEET D-1 i I � I I � I . \ �, � 1 � / : // i � , REVIEWED AND APPROVED BY THE OWNER'S AUTHORRED REPRESENTATIVE PRIOR TO L ' MODEL NUMBER:88-0OPL(EMBEDDED MOUNTING) � I ; � � � I V A ��1 �� � � ��� ��,I� � � � � I i !/1 /�, �� � ' PLACING (GIVE A MINIMUM OP 48 HOURS NOTICE). � SEAT/SLATS COLOR: 'REDWOOD'RECYCLED PLASTIC V � � ` � ` �� � � \ , � �� � i � � �\ � I � 0 ��, � � � STEEL SUPPORT COLOR: 'BRONZE'POWDERCOAT FINISH ���� � �� �A ���� �� � �� `��� �I �� �11 � �� ��� � �'�� � � � I � ( ��, ����� '��g� � 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO �i AVAILABLEPROM:WAKEFIELDCO. A � � �� i N� � � �I � � '., � �i� � ��i � � ' � 1 I � ��A �� � AA \ � �,, ' � .�`L - , 1 CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURftED. O � PHONE NUMBER: (948)552-1686 � � �.� V ��� �� � �� � A, � �A �o� � � ���� � � � y __ _ � � � � � � ' � � � � i � � � \ � � � � � � ' ` � � � � � j j . � 3. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE L4TEST EDITION OF � U � �0 SUPPLY AND INSTAIL DUMOR 32-GAL. RECYCLED PLASTIC TRASH RECEPTACLE, A � � A � `,�� \ � � A � ��� �� ��� � � � � � � � I i i i � 9� '� THE UNIFORM BUILDING CODE (LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR �"� SEE DETAIL 3 SHEET D-2 V � ����� � �� � A �,� ' ' V � � � � � � I � I � � � � i � � , -� Q� � \ , � � � V � � � � A i I I i r,9 � PUBLIC WORKS) C L MODEL NUMBER:4132PL w/S-1 (CONCRETE fOOTING EMBEDMENT) � � � ` � � \ ���, � ' � � ', � � � � I � � � � � � � � �i I � � SEATI3LAT3 COLOR''REDWOOD' RECYCLED PLASTIC A � ��., � ' � � i I ' i I � � � � ' ` A � � ' I I I i � I ' I i I � � i 4. THESE NOTES SHALL eE USED IN CONJUNC710N WITH 7HE PLANS. ANY�ISCREPANCIES STEEL SUPPORT COLOR 'BRONZE'POWDER COAT FINISH � � � � � � �� � I � � � � � I I � I �� �� � I �i � �. � � � - AVAILABLE FROM:WAKEFIELD CO. 1 I I � .i � SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHI7ECT AND THE \ I I I � - i , � � PROJECT OWNER PRIOR TO ANY INSTALLATION PROCESSES. � \ PHONE NUMBER: (949)552-1686 � � � ��������� �A 1 �� I�'i>>' ' ',� � �, � � \�� � �\�'�> ` �, � 1 Q� 5. THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS AND SITE 21 SUPPLV AND INSTALL 12'DIA. STEEL HEXAGON SHELTER, REFER TO ��`� �� � � \1 ;'�. � � �/\ CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT SHALL BE NOTIFlED w O M A N U F A C T U R E R D E T A I L A N D S P E C S F OR INSTALL AND PRODUCT INFO. \�� '� ` �`� � � ��� IMMEDIATELY OF ANY DESCREPANCIES OR POSSIBLE DEFIGENCIES. � ` MODEL NUMBER:AS-HEX12-04 � ! ` �� `�� � r MULTI-RIB METAL ROOFING COLOR: EVERGREEN � � � ( �� � 6. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WCRK. ALL BRACING, w COLUMNS COLOR: FENCE BROWN (POWDER COAT) �;�, � .� TEMPORARY SUPPORTS, SHORING, MASONRV, ETC. IS THE SOLE RESPONSIBILIN OF 7HE ai AVAILABLE FROM: RCP SHELTERS � J CONTRACTOR. OBSERVATION VISITS TO 7HE JOB SITE BY THE LANDSCAPE ARCHITECT PHONE NUMBER (800)525-0207 � '��., DOES NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CON�ITIONS . 22 SUPPLY AND INSTALL 16' DIA. STEEL HEXAGON SHELTER WITH WOOD T&G DECK L AT THE WORKSITE. THESE VISI7S SHALL NOT BE CONS7RUED AS CONTINUOUS AND ,[ � UNDER METAL ROOFING, REFER TO MANUFACTURER DETAIL AND SPECS FOR , � DETAILED INSPECTIONS. � INSTALL AND PRODUCT INFO. � �Q 7. SITE CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS. a MODEL NUMBER:SLF-HEX76-04-M MULTI-RIB METAL ROOFING COLOR: EVERGREEN I � 8. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMAiION. L � COLUMNS COLOR: FENCE BROWN (POWDER COAT) � � AVAILABLE FROM: RCP SHELTERS I � � C PHONE NUMBER: (800)525-0207 I � 23 EXISTING TREE SHALL REMAIN PROTECTED IN PLACE.SEE DETAIL 6 SHEET D-2. I -v � a 24 EXISTING TREE LIMBS SHALL BE TRIMMED BY A LICENSED ARBORIST. TREE . O '� Q � � LIMBS SHALL BE TRIMMED BACK 4'OF TRAIL. MIN. HEIGHT CLEARANCE SHALL BE � � (� � �C � . 10'. SEE DETAIL 5 SHEET D-2 �� C C � 25 SUPPLY AND INSTALL 1-1/4'DIA GALVANIZED HAND RAIL, SEE DETAIL: 3 8 4, 20' 40' _ •� � � O � � SHEETD-1 � i - Q �-m C `OU 26 INSTALL 42"HIGH, LODGE POLE FENCE WITH GUIDE ROPE LOCATED . 0 10'I _ __ i � O � (p n � ALONG ADA ACCESSIBLE TRAIL, SPACE POST Q 8'-0"MAX. SEE DETAIL:8 I ���peA �w. �tii�s n�'�- � V C U � m SHEET D-1 SCALE: 1' =20' -�Y`i � ��qD O � Q,— '� AVAILABLE FROM: C&E LUMBER CO. (OR EQUAL) , .>�� �'�p�i0���'� - ' � � E PHONE NUMBER: (909)6263591 C� z � � ._ U � ` ip TRAIL SITE PLAN � ' � � � o�s w U c� o � cn f- o 27 NOT USED. ` . ';' � li t eE ti g Z8 MANUFACTURERS R COMM NDATAO SRAND SPEC F CATIONS,SEE , t�,vµo�p�aE PVEkw'�°�E oN"`o��M ' DETAIPHOUEA909 79-1 951LMATERIALS � �TMpEOEFN�Hol�..,'��F�E',� `' ��SMP T eW�y' o � COLOR: GAICS GOLD. CONFIRM WITH CIN PRIOR TO PURCHASE. �°µ� � � ¢�� - -,��I�.� � �% 29 CURVE-RITE ALUMINUM EDGING 3000-SERIES il8'x 3"x � ��b5wes '� 16'W/ 12"ALUMINUMSTAKES, SEE�ETAIL: 7SHEETD-2. UI'1CIeY'gY'OUYICI S2Y'VICL� Alert s R""����01� e MANUFACTURER: CURV-RITE, INC. s PHONE: 1-800.36&2878 F 9TC'� �A��FOQ'2 WEB;CURVE-RIGHT.COM � ao Noruseo. Call; TOLL FREE 31 NOTUSED. 1-SOO-227-2GO0 PROJECTNO: .1 32 NEW CONCRETE STAIR WITH HANDRAIL EACH SIDE.SEE DETAIL 1 SHEET D3. C 1509 , 33 EXISTINGCONCRETEWALK. TW❑ W�RKING DAYS HEF�RE YOU DIG DATE: C O EXISTING CONCRETE DIVERTER. OH-OZ-�V � 35 REMo�E��ST�N�W000aEN�HANOFooT�N�s. . APPROVED BY: CITY OF DIAMOND BAR SHEETNO. David G. Liu P. E. 4 DATE /`1-9 City Engineer � •18I6 10oF24 �_? ,. ,:.: ; HIGH POINT ELEV = 1066.23 HIGH PDINT STA = 13+40.B5 � � " �• aw srn = is+as.�s � ICG. Inc. , PVI ELEV = 7066.60 \ �' A.�. _ -z5.33 Q'� 4145 Chi�a H�ila Paek�wnY "232 � K = 0.47 /���� �� � ce��o d�ua. t„ c��49 � � � � ^ 12.00' VC � �' � �Bo � ` \�\�\ o �� ' � , ���� , s o � � , ��� ���A,� W � �o N� . � IL \ � �\\\�\ ���� . �^ ui 'o �a6 A �� � � �\ � \ __ � � o io V O� V��� p)5� 070p � _ _ . ._�_ �._ . ., � -____ - _ - � _���� � �. ���� -� ��� .� 00 __ ... _ . _..__._ _- ---- - --- � I w ». � ' � w '� �� � � � � �A\ � � W � _ � W � - �� � . � �n � � m I � � m�nn �'� ��,_� `� �� � , � � � ,� `��9p ,��� ��� ��. oi � � i rn I , I � i 4' �brov � `� � �� �-V � V� � �� � \ � ;ocp � � � � , � � , . � r�"�� + \ �� . _ __ � V� _ � 1 p15 � A ��.E ��A ., � � � i � � � . � � � A � �O � � -F � � v � i ' � +�•" � - � � : � � � � � A� � � o � �6, + '� � � V ` _ � 107 �� - � � � � \\�� '\ � � � � i I '� ^ ��`Q' • � ��o ��� 4_�p � - � � � � � - �VA\ \V�V ��� � � � N M � �VIVI . ��� � ��°_ � _ -� - , � ��� ��� � A � � G � � � � io ^ � i � �� , 10 � � ��. � ���. � �� � � I _ � I � - . � ♦-9� _ _ , �. - ' ' �� \ l� l� � \ � � � ,o m �u W II I LOW POINT ELEV = 1051.47 i_._ � w (F-p , � -_ � ��_ � _ �Dr ��\\\��1\� ` `,,\\'�� \ � \ I �!\ N � o i , � � . � - � _ � `� � �- - -- -- � _ .....--- � ----t$W-F�INi�FA�--N+86:5�-- � - ! � -- - :�- . � -_.- ---- .. .. _ . 7p6 - , A �� � � I`� �A ,� ��'..���� � � o 0 65 � °�° V � - -�O _ � i �� �A A � m m u. � � �EXIS77NG GROUND � PVI ELEV =�11050.02 i ,� � '�� h �� ry �-� � ��' .. � ' ,.. i '.�� � I���� �li I � � � �� � ��� � � � � � A w w w �� A.D. = iQ.i6 p: v o r o xo� '� � � � � � � V '��.A� � � � rc � K 3.5,8 I u�i �Iv / � I� � � - � . 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I I, �� �r�s 0�3� � \ , o \ � ` , �� -►�' > PROFI � � � _, �� � ��. ` � � � � + a� � " ;.�,pC1 .�6 � , � \ � � ' � 0 �� Q C C ,� �LE SCALES �, I � � ¢I � '� � '` _ tx,1 ��H oo� � � A �� \ � ` � - _ N � O N m � � � � � � � � 0�6� ��`E � � � � � � � V N N � VERT. 1 - 4 � y, . ; ,- ��` erN nH� c�' \ - - � N HORIZ. 1"=20' ; �n � I , I �t � zHESE�RFo o��as a � �� � .=G,� � A � Q 10+00 11+00 12+00 13+00 � �� � _� en � a� ��� �° � � ,� N o-mo � a� x 1 � �' o�n� c e�v o�H�� „�r� ��s � � �d �l - e� � � � �,� ' _ ,,e�'�oe000E�0.°Hn��`;,�-��6 � _ � 7 i� � � V C V m CONTOUR PROFILE GRID - 10+00 TO 13+54.43 ' ""'°�wFp0.„JaE° � �� '� \_ os°�� � o � °-� � ���' � � � � �� � � � � _ � o� 4 _ µ \ � W +� com w � - 12' VER7ICAL CURUE �---- � � � � � , ' � HIGH POINT ELEV = 1066.23 � --�-�_, ��s � U N � a � H 0 - HIGH POINT STA = 13+40.85 '` -�� �-- NTAL � PVI STA = 13+39J5 �,^ -"-- __.1 = PVI ELEV = i066.60 � COORDINATE POINTS TABLE �= _ LABELO NORTHING EASTING STATION DESCRIPTION _ _ B --- j82424665.�2 I ����Q g 4�� -��00.00 2d OFFSET TO CENIERLINE //� _\��I � � ,-_ - _ ■ 00 iH24774007 6621057.03__ 10+00.00 BE61N CONSTRUCTION - - _ - / � I� 1�(1�-��`- �y 02- 7624657 772 6621�6�.054 70+81G.�52 B£GINE U REVE_ _ _ _ . __._ D __ 1824596.699 I 6627149 687 _, 11+50.00 20' OFFSET TO CENTERLINE �� �, _ , U Yl L'�2 Y'g Y'O U Yl C� S 21^V I C 2 �1�2 Y't 03 1824646.433 .6621128.732 10+98.09_ END CURVE _____..,__ .__ E 1824559.994 662717B.895 1P+00 00 20�_OFFSET TO CENTERLWE_. �` \ , \ Fag 04_ 7824634.561 66271_42 746 . � 11+16,46 BEGIN CURVE F 1824578.322 6627271.264 12+50.00 20' OFFSET TO CENTERLINE � �- o 05 iB24630.039. 6621146.593 71+22.80_ GRAOE BREAK ____.__._ G 7824477.616 6627242.086 13+00.00 20 OFFSET TO CENTERLINE _._ 20' _ __ 40'_ CQ��i T�LL FREE 06_ iH24621.195 6621154 893. 11+34.93 END CURVE �H �7824445.07 � 6627284.207 � 13+50.00 20 OFFSET TO-CEN7ERLINE� � \ O ,O, PROdECTNO: Q7. . iB�4600712 . .66 1172 70_ 11+62.07_ BEGIN VERTICAL CURVE -�- � - - �--- �� ���-���� ---- --� -�� - �-�- 1 C1509 8 8 4 7�47 .¢6�177563 _ 11+66.54 .B.�Q�RVE _ __.___ � SCALE: 1" -20' I-HOO-227-ZE�OO ��,82<58,.�86 _��,�$2<z_ �,+86.5� � �o,Nr _ S H E ET KEY MAP VERT SCALE: 1"=4' iQ '�z4��o.ias sszi�ss,1;�� ��+oo.sa PoiNr o s �A� 08-02-16 � i1�a�48,757 . .r�2121L�3� �2t2Z�Q.7_ ENQ.YEt?➢GBL._&U13Y�_ NOT TO SCALE _fi_B212id.2 _ � TWO WORKING DAYS BEF02E YDU DIG 1,3. _- 1 .1.82__ 12f _. . , 8 6. �8 5�r�38.�98 ��Q� ��_� ____ PBLA Engineering, I c. APPROVED BY: CITY OF DIAMOND BAR SHEETNO. i _____ 1@24506.699__ 662124 .583_i, 12±80,56 POINT OF REVER E UR � i6_ 1B244B8 446 6627255.517 13+04.20 GRADE BREAK 47901NIO0 BIVd. SUIfB 105-262 I 77 18Y4481 672 _ 6627268 427 73+15.45 END QURVE .___ _ _ Irvine CA, 95620 ^ n 18 1824475 475 .6621278 622 13+27.35 GRADE BREAK ' � I ,9 ,8z44�z.544 � 662,283 <9z � 13+33.04 BEG/N CURVE 888-714-9642 Ext 3001 David G. Liu P.E. 44 DATE Z°_ '82`4'z's9 662'28"�,3+"'S BE�," ;�Rn°"` °�R� Steve Levisee .C.E . 926 Exp. 12/31 /16 City Engineer 8 ia•� 11oF 24 21 1824464.125_ 6621293.057 13+45.75 END VERT7CAL CURVE - POINT OF RE7URN CURVE � � � � o � o COORDINATE POINTS TABLE �\ � _ o � � � � r- -- - _ _ _ _ ,.,.. M a � , v o W 'I�� ���,� > ����� � ; -���- ��� - �--- ---- 1070 LABEL NOR7HING EASTING . STATION DESCRIPTION ��\��.� h � h � o 'O o ^ O c`�o �" i m W o �I i 22 iB24459 764 6627299 971 13+54 43 END CURVE -� 1 �`� � `, -� ` 23 �iB24455 944 . � 6627305 477 13+60 86 GRADE BREAK �_ �r,t ; ��� . � o j � S � 4 � � m b � � 24 _ 1824454.076 �6621308.809 13+64.71 BE61N CURVE � � � 7 w S W ^ W � rn I � N o ' �� . _ 1824452 479 . _6627371,798 �73+68.70. GRADE BREAK __ �_� W W W > 2 _ - � � � �, L31C. ��� °� W "i �n . I 26 7824448783 662132L734 13+78_70 fND CURVE-LOW POINT �\\\ \ � '�... m W 41 N W U � a N J ��7�47��48 66�1325.479 _ 13+H2.56. G@ I� N CURVE A795 C6ino H��la eorkwoy. n�.py m .. a m � � ... _i$244_47.4@ .. 1328 067 _t . fd3APE__BEEAl� .-- - � ���. � �� eh��n H�n�. co R.n4a W W �n N � e � U U } �O W M r� _ c� o ro � m 'o '� '� +i ^ co ; '29 1824444.77 6627332J08 13+90.45 END CURVE �\ � � � � � `} �� 30 1824442.983 6621335 715 � 13+94.00 BEGIN CURVE � t�j + O � � O o -�� �� � � � . � � 31 iB24440 264 6621340.615 13+99.56*HIGH POINT •�. �\ V � � \ .'� + ~ N I v ^ p W � � I 32 iB24437 556 6621349.063� 74+08.45 END CURUE � '� \ ` \ �C��\ � ^ + M � i.+j ¢ h � � > I do _ 9 ¢ M � � � � ,ryo � �1 9 � N N ¢ W,I � o o I 34 7824435 782 6621355 636 14+70.12 BEC/N CURVE ,� \� �T� � � + W M rJ ^ I� W Y _ __ ' � .. ¢ ¢ ¢ . r. ^ m � 14+15.26 END CURVE -.. t- \ .\��\� �, , � � _ �. (.� m � � ^. . � ,35 iB24432.828 6627J63421_ 74+23.60 CRA E BREAK 1 '` ��� �� � �,,��\ � �- " -�-- ti-_ .._ _ ._ � ,� __N _�a , cp� ._ . _ 36 182443186 i 6627366.175� , 74+26.52 GRADE BREAK � � ♦ 1 �\ \ ��\\ ` � - �-� �-- . � '� � � � o' . � o � m � �-- :37 1824429J45 662737230 14+33.00 GRADE BREAK ���� v � \\\ � ^ � \�'.� � � � �... �\\ �''. 'c�� ', � �` � u°�j o ...�-� � 38 182442Z824 6621377868 14+38,89 BEGW�CURVE -..._-. ....-- .H. � ` ':��. ���•� ��\���. '.. �\\�\��' �. _ 090-�_ cy k � a I a� N � w p °f Q m W � � 39_ iB24423.728 � 6621385 417... 14+47.85 GRADE BREAK - Q� . . � � �'�. �� .' \�`' \`. . \��� - --- . -`- � �e � � '� o " � - V � j ���A �� -� - ^ � N u� ^ `f + „ � �, 40 1824421.92 _ 6621386.54 14+49 50 6RADE BREAK -� � . . �� �� �..7085 . � � � � h � „ � W � � W � 41 1824417J56 6621389284 74+54.50 LOW POINT � . ��j<� � � �� � t- . AA _� .- �'... � � � � ao � � ¢ � � W �l � 42 - 1824475.629 6621390.783 74+56.87 GRADE BREAK " ��� �- � -= r ;: - �_ , � c I p .. __ �- W � c� R7 _ _ _ _ _ 1 "� . .�_ . . . __ _ _. � °' � � .- � Q ' + io � 43 1�735J1 B621390803. 14+68.Q0 END CUR�� .. � � � � � � ��' � � ' � A�� � .. O � � � � �� � � o � � � .� 182 40$._61_�.. ff�27397 968_ L +�`J.'�_G�CUf3_�... - � � , � ._ A� V ��� ... ✓ 080 ; _-V�����\ 3 � � v� � i _ m , . w m � . W p �o � � W W W .� : a .. � 'a � �N, 1�44�._..662739327 1�Q HIG ..P_Q� � � �� _ �� -� _ - -� � � \�� o W U � � i? µ+ + + 46 _ 7824398J25 6627397.6_57 14+75.6 END f�URVE _ Q� `. •�� i � -_ -' ��� � ` � \ ���,W � � I V m W �p I iv tq � ,F v� aq �47 7824392 619._- 6621404_14 14+84.53 GRADE BREAK __ _ � __ _' �� ." -- ..., \\ � ` �\�\ i,� J � ,f � 48 7824388 024 6621409.02 14+91.23 BECIN CURVF .. � � -�. - '� :�� .; '� ��...� .., � \ \ � "� � W , ' W N � �. � � y'� -49_ _ ]B24397 337 6621409.75 74+92.23 GRADE BREAK �' �� ,� ��- '�', � ".. _-_ �- � _��:�� \\\ \ �\ \.�\�- �� W � I in o N h � � � Q ¢ -_ _ ' µ U W v '� w v� �- � ; 50 1824380368 6627414173 15+00.62 GRADE BREAK ��� -----_„� � 1 9. - -- "��� �\ �\\ �, �'� ¢� a U °� + + ^ " _ N � 51 7824364 443 6621472.005 75+1 Z33�POINT�OF CONCENTRIC CURVE� t � O" �\� � ��� � + � m I o v a � � 8� 7.0% 1.1 - -- � - - - - - � '� _ -:: , �`�,�\ � , \ �. -.� � . _ ._ _ . __ � � 52 iB2435b.849 �6621406J1 � 15+26.95 GRADE BREAK � �6p ', ..._ . �- - CY ( -- ^ '�...� � � �. \ �08 \ ' � W � I � Q .. ....-..� - � _ ��� --.. � , .. . .-.. - 7060 53 _ 1824341.309 � 6621390.222 15+49.21 END CURVE .. _ �-- _.._ � t�. � � �i ..D o \��,�.� , � � � �� ...�� ,� m � ti ¢ ' � ' S4 �7824325.881 I 6621370.874 � 75+73.95 BEGlN CURVE �.. + h M i N ~ � v ,. . ? � .i .7 , - ...__ .P..._�� >C� .. _�` { _ ,.. � ,� � \`=_ \ .,.�\,\ N � o ti •. � __ � �__' .._ '_ _ T.-__ : / •. 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APPROVED BY: CITY OF DIAMOND BAR SHEETNO. 4790 Irvine Blvd. Suite 105-262 Irvine CA, 95620 888-"4-9642EX' 3°o, � David G. Liu P. E. 44 DATE C'4 Steve Levisee R.C.E. 45 Exp. 12/31 /16 City Engineer a• ��• � 14oF 2a i W 2 3 1 ye I I, � > �i � I 2.5% �ro (�,�`� ���, + T]! ; � 1 � � �qo O�i b N N V v(T j_ �.f 1 N A � � __. _.._ _.... . __ ._. _.._. . _. � ' N . 2 I '��`�.__ ___ _—__.._N // - � I f� � - � �- I x � � � � � / � � � � � � � � _ _ --� � � GG. I��. W � l� • � I o i I� N � W J � V' G) 5.7 1_�' - � / ' � . �� I W ? m m _ . 00 � - -" - � 4195 Chl:no Nilla Pa�k�Wav� •222 1280 ..... ..__. .... . . ..__- .___ ____ .__.. q� .._N •. ... 1 ',.. y Cm? N A�? C) - "fr4 � Cbno Htllt Ca 91T99 . _.___ .. 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'�� ' � �� 26 1826491.676 6625799499 13+8154 GRADE BREAK � HIGH POINT SHEET KEY MAP � 27-�� iB26490.917 6625799376 -13+8225 BE61N CURVE c� Underground Service Alert 28 ��1H264 8.259 6K25795 786 � 13+95.43-GRADE BREAK �� HIGH POINT _ 29�� iB26457.33 6625782209 ta+2o.5a-END CURVF. _ , NOTTOSCALE � r 30 -�� 182642L305 662574776_ -_14+70.B0 BEGIN CURVE_ _ ._ � � .. o 37 �__. 7826407_604 6625720222 15+04.33 END CURVE - _ e � C0.1�� TOLL FREE 32 1826393.949 6625704 92 75+21 44 BEGIN CURVE � PRO.IECT NO: 33 � 7826373.443 6625666.905 15+64.64 CRADE BREAK 1-80D-z27-2600 C1509 4 __.,_ �319.094 6625586 582 16+67 _ GRA� REAK . � . 35 _ 1826376.812 66255B3.683 16+65 39__POINT OF REVfRSE CURVE, _,, 36 7826312.777 6625574.273 16+75 96 BEG/N _CURVE _ __ _ DA7E: , ...�82&S1�P_4�__.6f2�7�Q. 7 �3�� .ZO�QEESELLQ-�ENNIE8L1dE. .. TW❑ W�RKING DAYS BEFORE YOU DIG 08-02-16 F 1826482J91 6625775,942 74+00 2d OFFSET TO CENTERLWE . . �__ ;82642,.,0� 6625774.339 ,5+0o Zo- �FSET ro �EN�R��NE _._ PBLA Engineering, c. APPROVED BY: CITY OF DIAMOND BAR SHEETNO. H 1826371J11 6625625.883 76+00 20� OFFSET TO CENTERLWE I ___, 1826332.636 6625564.887 17+00 20.:OFFSE7 TO_ CEN7ERLWE � 4790 IN106 BIVd. SUIf@ 105-262 888-7 49642Ext3001 David G. Liu P.E. 4 DATE '9 Steve Levisee .C. . 45926 Exp. 12/31 /16 City Engineer �•ig./� 19oF 24 � i � � � � � \ '' I� II II � � ' , \ � v �e� � _�� � ; , � \ � �+�, �o � �G Inc. ,34� . \ . .... ._ __... ..._.._ ....._. ._.._ ...... .._..._ .. _._ .__ I \ .C�I z9 � . . .� � � �� � ����� 4185 Ch�nu�H+lle BorMweY "T$2 �\ I I ...._ � ._-n { .__ .-- -_. .___-- � ........ ._._._ 7300 �QJ 6`L k' ��0� � eh �o wiu. co vi7o:a � I � � (/� V �h i--- � � `°� � ^' � I � "� � 9 '`�'� 12g0-_ � � I m � ' °' �\ w I �� ,�� � � � � _ - � `�' `" � �� , ,� �� � -- J � � y m � � ry i � �� 7295 �� a �\\ , . I J \ C7 � \ O' IN� I I (O � __ __ (�� M�, \ ., '., U \ tl �} ',, � IoI . �I I �� _--�____. � � . �� I cn`� �,� - ...... W .___. ... ... � ........ _ _.... _____ .... . .__ . . . .. . 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SCALE: 1" =20' �/ � / N a n a � I ' Z I I �` �.. 4 13�8.g5�0 jli � I � � Q � Q , � � � � � � J 1 / o\ . � ` _ �I '� �, COORDINATE POINTS TABLE 1325,5 � , ,� o � � �� __ _ ; N � ' TRAI L 6 a .,h�/ /° o ' - _ -- - _. __ ti \ ^ I I N 1 LABEL NORTHWG, � EASi7NG STATION DESCRIP710N„ �� .� > ....� I '' j ` ��...� 37 ____ 1826378079 6625551172 77+00.82 END CURVE . _ _ �... ._- � � ' �'�i / Y � \` � �� �'�� J 1 38 _ 1826324 2D 6625544 539 77+09.86 BEGIN CURUE.. � � '� /� ' L � W W 39 ,. 1826330.586 6625540 473 17+iZ49 END CURVE � � (a � m � V � 40 _ 1826356,65 6625531 988 1�+44 90 GRADE BREAK _ � '4 �� � � � � � � '�. �w � ¢� . 47 1826377.369 6625525.242 17+66.69 BEGIN CURVE _ � � P v I ! n � '��. 42_ 7826387.332 6625524 527 77+70 73 END CURVE � � � � � ��� \r'j,q �O N ; � 43 1826382.241 6625524 48 17+71 64 GRADE BREAK _ _ � 'S s L = p � y: ; „ � 44 iB26395.927 6625523.H62 17+B5 34 BEG/N CURVE - � / - � j \ ^ � � j + � -45 1H26405.671 I 6625579724 17+9610 END CURVE _ �_- n�'�J (i� I I Q� •a_•' -p 7320 . � � � �... I II � u� 48 ,�_�_ 1826455.826 i 662547��62 18+65.54 BEGINECURVE� _ .. ._ 1 �`�� p^�'� I I I M �/� �•^, W � �� �N 1 �� N ����� �28� 50 ___ 7826469.806 I 66254490�6 18+92.4� GRADE B E K __ __ I\ � � � Z � J I .. ... .. . I _ .. . ^ ._ ~ ... � ..... ` ` � � �/� � V ' '. � U I n 51 98254�3 225 6625440 556 19+0762 �RADE BREAK \ � � W � > N 52 ��� � 1826478679 6625427285 79+1597 BEGIN CURVE � � ��� � .... i � � I W W 53 1826483.97 6625417557 19+2Z07 END CURVE � I , ♦/1 � 54.__ 1826497.09 6625398 748 - 79+50 GRADE BREAK ��J �_ ' °� r7 n W W 55 1826507_989 6625383123 _19+69.05 GRADE BREAK w �' '' r7 n „ ' '; ^ m l __ 1826332.636 I 6625564 887. 17+00_ 20'_OFFSET T0. CEN7ERLINE _ � � ' o C� 4�` �_&B2 �.8tQ4 24�EFSET TO CENTE$�INE _.— y � � I ' � o K 182649L168 I 6625449.625 � 19+00 20' OFFSET TO CENTERLINE � h . _.. ___._ — J ., �� N + + _ . . . . .. . ..._ _. �,, ,,,,. U W � rn� I °� °' L m W Q � (0 — — --- � ¢ a � W � I � ; + ^ " ; a I � _ _ �i � � , , � � � � � /�� M� � M ` + j `� � i � �� 11 " �I�I I � 7 � t �fh i,' � W � � � � � 9 � � ������ � I ��i �..r ) � f�' ' �� � � � (C W C� r � � � � � � �.� �� I I � I��� • � � � ti �' W � I �'. �w n :� v��� ���� Q •� � � C �n � W m I \ N � � . �y V��a� � ' N c � V N N � �� iri w I h �O i a� - l � � � � C � � � �� } o ��,W � � ' � ry �� � -ye��y �� � � � � � � � �. n � ' er + � � � �. � , 3��Y � � � � �m � � U � � � isio —_.- " + - -- � � w 'I�I' � « . `� U c U am N ^ N - .. ,� _. . iz7o � I�� �Fu` �::,��`t "`'�4�� O O O �-� c I i \ m � . � - - ` 1 r�"c t1s rN�' �-�, �1 � � � N - o � � I . vu' ,N� �-�.. +� oD � � � p � i 1� : �.�E r � �1�1_' / ' i � � w � � � I ! � rn _ �\\ i - �--� ��6 � U N � � Ua !— o � \� � � 2�1 Ho�oe '. �� i � ._ � _-- \ L ���'.�, SNPLA- �)M .,. �j \ . �� `I r .j1PVHOvpU IEPVFON�pN�EOF E\5 tCl. 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N W � I �I,I \ �� ,Zso TRAI L 6 -- - __-� ---- `��� , , � i � � m � — � y � LABELQ NORTHING EASTiNG STATION DESCRIPT70N„ � \ 1 ' I � �Q1 -- � `� 56 1826522636 6625362125 79+94.65 BECIN CURVE __ �� � L � M _ _ � 1 � \ vi 57 1826534 68 _6625349.975 20+71.84 END CURVE __.__ � � 58 1826536 282 662534B.836 20+iJ.81 GRADE BREAK N\ \ � (� �,.,. N 59 1826547.332 6625340.983 20+27.3 BEGIN CURVE ___ \ � � � \\�\ �^ 60 1826566.715 . . 6625324.798 20+52.6 GRADE BREAK \ � , a 1„� \ " 61 ____ .. 1826583.624 6625305.243 20+78;5 CRADE BREAK \ , ¢ _ _ — , � � 62 1826590 562 � -6625294 981 20+90.97 GRADE_BREAK � '��, . ��63 7826595.574 , -6625286.J18 21+00.92 END�CURVE, ___ �L � �. �. , 64 1826597666 I 6625282.424 21+05.34 GRADE BREAK _ � •� . 65 7826612A56 �S 6625255.652 21+35J END CONSTRUC7ION _ _ ++ � ._._ .. .. _ __.__ -- __. ,�`�`31 QB_. 20 OFFSEI TI7 �ENTERLINE _ . .__ (� ���,. �, M K 7826491J68 � 6625449.625 19+00 20' OFFSET TO CENlERLINE L ; � ' � L 7826540.883_, 6625370_925 _ 20+00 20'_OFFSET TO CENIERLINE,..__ a � --..._. - - ---- . .___. - N ,_ 1 2661 .687 662529 . 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APPROVED BY: CITY OF DIAMOND BAR SHEETNO. 4790 Irvine Blvd. Suite 105-262 C� 11 888-7 4-9642 E�R3001 David G. Liu P.E. DATE Steve Levisee R.C. E. 45926 Exp. 12/31 /16 City Engineer a, ia•�r 2� oF 2a 1-1/2• 1-12' � 3^ / s �,� � -- - % � - - � � CG I�C. 0 ---- -_...0 _ TREAD WIOTH /^\ / CNina H;I}p: Ctt 9aT09 � ` `_` \ � '— 41G5 C61no HtU I�. �k..av '2R2 __� 7 1 � ._ 12• O . `J . � "~ � � 3 - � m I-- ' SIDE VIEW OF BRACKET FRONT VIEW OF BRArKFT �'J , •I 4 —I I I I_I I O 1 2 �i� � _� i —� I � I M � ,, \\ ---� � �— � '� - � _ I—��� � I �- . � � ���,,, _� � I—�,� I�_ � -- —� — =11 � � �- I � I—� I �� � � , \ ,e• _ _� � �-�� �_ � � a � � a: iii—iii=iii—iii=iii iii_ � _� � � � �iii—� � � , ,� I : �-��_ _��I-� II ���1-����1' _ II �� ` II �� -li � � .�_ . � �J . __ ..__. 2'TO6'VARIES � �� ��� � �� I I I I I I I I I I I I�_.� �•� ��� � � � � - � ��1 � � � � _� �.___� � � _" — - — III -�` -O � I -I I I � O� O 4 - ,� I � , � ' KEY NOTES " i i i I -_ I � ---- 2^� To s^ro n�ax. cRoss s�oPe I �_ — _ % � „ � e I--� •.'.—. , . :,,. ,. . �.. — I 121 I I—I �, i % NOTE: � e .e O 6" DIA. LODGEPOLE POST � 8'O.C. CHAMFER � I I I � I i — — I=I I O � � � TOP @ 45 DEG. G— I I i_��I I I � ��-1 I � � � I�-- � � � � � � � � I I I=���� i � � I I I- ;� PROVIDE 10' MOCK-UP y y � O2 5/16" G30 PROOF COIL HOT GALVANIZED LONG FOOTING AT GRADE � � � FOR APPROVAL. F F o U U w LINK CHAIN (PROVIDE SAMPLE FOR APPROVAL O �� � � � BY CITY AND ARCHITECT) {QEY NOTES `� `�' `�' OADA CHAIN BRACKET MOUNTED TO EACH � 1 1/4" DIA. SCHEDULE 40 GALV.STEEI �n � � � LODGEPOLE. (SUBMIT SHOP DRAWING FOR APROVAL BY CITY AND ARCHITECT) � PIPE HANDRAIL. ANY FIELD WELDS SHALL N g � � BE SPRAYED WITH COLD GALV. SPRAY. -> a a a 4 FINISH GRADE. ALL HANDRAILS TO HAVE A GALV FINISH. NOTEs: KEY NOTES ANY WELD OR SCARS SHALL BE KEY NOTES � 4 � 4 ' O 90% COMPACTED SUBGRADE. 1. ALL TIMBER TO BE TOP QUALITY O ADJACENT FINISH GRADE. SPRAYED WITH COLD GALV. SPRAY. LODGE POLE PRESSURE O CONCRETE FOOTING. O 90°/a COMPACTED SUB. GRADE. O 1Yp" SCHEDULE 40 GALV. STEEL PIPE. TREATED. O 90% COMPACTEO NATIVE SOIL. (TRAIL FINISH) 2. STAIN WITH (2) COATS, PER O7 1/4" GALV. STEEL PLATE INSET INTO POST. OWNERS DIRECTION. O EXISTING SUBGRADE. O3 6"x8" TIMBER STEP. O 4"-6" NATUR,4L RIVER ROCK. � $O 1/2' x 4 1/2" LAG BOLT. 3. ALL HARDWARE TO BE (� 1 1/4" DIA SCHEDULE 40 GALV. STEEL VERTICAL SUPPORT — GALVANIZED. O¢ COBBLE SWALE WHERE OCCURS ON PLAN. SEE DETAIL 2/D-1. `.:J WELDED TO HANDR,41L. VERTICAL SUPPORT TO BE O 90% COMPACTED NATIVE SOIL. (TRAIL FINISH) � O5/8" DIA. STEEL BAR WELDED TO STEEL PLATE PROVIDED AT EVERY FIFTH STEP. ALL WELDS OR SCARS � AND STEEL PIPE. SHALL BE SPRAYED WITH COLD GALV. SPRAY. O GRADED SLOPE. SEE CIVIL DRAWINGS. Q �1 C ADA CHAIN GUIDE RAIL N.T.S. `� TRAIL DETAIL N.T.S, 6 STEEL HANDRAIL @ TIMBER STEPS �/z"=�'-o" 4 COBBLE SWALE @ BASE OF SLOPE �/z"=i'-o' 2 O , ^ 4'-0"AND 6•_0" � � U --O I�O %_... �/ .. —__ .__ � • m � - - - � TOP � _ 2 � ' N � � N '. e • ' � O N � N � � --.� �— a � " . U . a _ . _— N � _ IL 3 3� __ _ F e`o" I _ _ � — —� �--� � I I�� I���,—� � � � � � I '" — . ' � � / 243/16•' �__� " � i 8" - -_. _— � _ / . ', �` � at � KEY NOTES � I� I � 2�---_ � __- �A� �� �j � , / � � � �- . % --- � � �� � /i./ / 8" DIA. LODGEPOLE POST @ 8'O.C. CHAMFER / / / t. i O TOP � as oec. FOOTING AT GRADE � � � ��� ���/�1���/�� � �� ,� � � . � y �/�.�j� 7' //j//�/j, /�j����j�/j�j��/���� � � ,' �/ � �� � � c � �� .A �A V� \V��V���V�'\ �� �A �A �✓"� � � I m � N 2 4" DIA. LODGEPOLE RAILS, NOTCH ENDS AND 'I ��l ��i������ ���������������/�i�/�, � � � TOE-NAIL TO POST W/2-16D GALV. NAILS NOTES: � � � �='� � V�/ �� ��V�/V�/��/�, �/��/��/��/�/�� � � � 1. ODGE POLE RESSURE�TREA ED. > � � I � �" �/%�j/������1��������L\�L /u�Al��V���,A�lt� � � � � � � � U � � <o O FINISH GRADE. w � 2. STAIN WITH (2) COATS, PER OWNERS � �� I � r � C E � O90°/a COMPACTED SUBGRADE. DIRECTION. N ( 4 }— � I � $ � � � � O � � 3. ALL HARDWARE TO BE GALVANIZED. �� I �� I ��—� �oW ��S Q d.m C O U WOOD POST & RAIL FENCE 8 � I �� �� v� ��� ������� � � � � � ` N.T.S. � ,s4E�N nP�l G t' i�7 �%i\ O U C V � m - ��O �- � G 1 �' / ° a Q O a� v 4'OR 6'SEE PLAN 4 . . . I `./ . -���;,,2p16 `" �, `-' � „ � � ? :. To � i � � fC6 w N �fC E MIDPOINT "� �� _ ._15� � . . . � � ___� 11^.C�E�EVL`F:5�vLN �� N` : � U N 0 rc U��' ❑ TYP.�6'STEPS 1 / 1—,. � � . .. . . I ��,ePiR�E�Tc,P�µo pWaacCoetws � U a ��� �� � �io � � � ' Y pooE K;a�_ � .,� _ . NR � . � � �3�N` . � ns , -„ � 12" . �5•TM?; ��- I - � SECTION 5� . ' Y � 1 — KEY NOTES '"��� ., ,:. �` o�n._.'� SECTION sE ARp2, � � / � �I� � I I I I I O � o O 3"x4" RECYCLED PLASTIC (NOM.) & ���w'°'TT"Ew�L'`, r � � • '�� . ; ' PROFILED SLATS. REDWOOD COLOR � L� ° ... � . :. T�'P. > ' -' ; 5 2 3 - - 3 3" S . xYa" W. STL. TUBE SUPPORT aen.�zo i� � ;� , .�O � SECTION �.. i � I O PosT. ss r ���.p� �� �� . �� � � � -�� � �� � FINISHED GRADE DUMOR, INC. ���0j` cA"Foe �raj�,;��'�,,� �� �� ���_� KEYNOTES nno�e�#ee�oP� � � , g ���!�y��������ii���i�ii - i� ' � TYP. EACHRISER � 4FT RECYCLED PLASTIC BENCH 1 PROJECTNO: �� '� "��`�����G���i���i ����<��� � 6"x 8" TIMBER STEPS. SEE DETAIL 3 SHEET D-1, DETAIL 7 SHEET D-1. TES N�1•5� C�SO9 KEY NOTES `���'�`�������� ISOMETRIC � 6"x 8" PRESSURE TREATED LANDSCAPE TIE. :�� 2 90% COMPACTED NATIVE SOIL. WIDTH AS SHOWN ON PLAN NATIVE BACKFILL COMPACTED DATE: 1 0 4O FINISH GR,4DE. �$ 1/2" DIA. X 12" LONG LAG � 1/4" DIA. STEEL HANDRAIL, HANDRAIL TO BE INSTALLED AT TO 90/o MIN.a O STAIRS GREATER THAN 5 RISERS. O #4 REBAR. O$-OZ-� 6 BOLT FOR A HORIZONTAL 3 �O4 DEPTH 90/o COMPACTED D.G. WITH O NATIVE SUBGRADE. ATTACHMENT FROM THE TECHNISOIL BINDER.AT TREADS STAIR RISER TO THE O TRAIL EDGE. REFER TO CONSTRUCTION PLAN FOR WIDTHS OF O STEP TREAD TO BE 4" DEPTH, 90°h COMPACTED D.G. WITH APPROVED BY: C ITY OF D IAMON D BAR SHEET NO. O24" MIN. #4 REBAR IN PRE-DRILLED O 6"x8" TREATED TIMBER STEPS. RETURN. EACH END TRAIL AT VARIOUS LOCATIONS. TECHNISOIL BINDER. HOLES O 6"x8" TREATED TIMBER EDGE. EACH RISER. O 6" x 8" TIMBER STEPS. DETAIL 7 SHEET D-1. O 90% COMPACTED SUBGRADE. David G. Liu P.E. 4 DATE - � TIMBER STEPS N.T.S. 7 TIMBER STEPS PLAN (TYP.) ,�2•-,�_o� 5 LANDSCAPE TIE STEPS N.T.S. 3 City Engineer � ��. /r 22oF24 � ,.�� T&G CEDAR ONLY AT ADA 12 . - TRAIL SHELTER. � � �-�( �� 4 � � ��\ � / t"I �% � 6 � ''�/�... _ �\:�� y - ��- ZCG, Inc. -- __� -- O � � __ � � � 41CS�Chino HiIb. P�a.k+oy "�Z22 � � Chino Hdlw, Co 41TpC ,o• ; 5 '�`�` ___.. --_ . _.-� 4 � � s � 3 � I I Y� W /' � n � � / � � �� L �� // -- _�q1 � FIN. '� / i / �J I , �/ GRADE ,,% �J �, ' 3LOPE / � � ---- - � � - o � 5� _ I � � II-II III III III II � � � I � � � �II � � �-I _._ .p 4 � 2/oMIN. _ O ' � f III II II �=III III � II � � �_ � � I �= � �i � ' � � __ - - . _— . . _, �I_ - I I � I :I I- —� I�I I I I I�_=_� I � i�,�� ��, � �_� _ , -� � �-� � �- � �-� � �-, � �I � -- \ � 5 - e - .. O I �- I II I li � I. : (__ I i �SECTION i I I I-1� _ 1=I KEY NOTES � 4„f 2 �� o � - _ �=111_I I I_ _ I _,_,' ' _ ._ _ _ _ _ _ _ 4 ` I I , I___I I I . , I I—I I I_ ;� I I ;— I I- I I I I� � �I I I� � �I I I� i I I I I I I_I I I _ - - - - - - - _ - \� y � S 2 =-_ -- � m I - i- I I I I I I „- O H E X A G O N S H A D E S H E L T E R. S E E S I T E � — � — — - - — - — - _ -- e - o � _—_- ° :=— ,, r , �—� � � � _ � � � � � �—� � ��� � � _ � I a � � I � I I � i l � I �__� � � I I �_� I I � I._� I � I I I_� � _ _ _ I I I-1 I I r� ,�,, r r \ ' _ � PLAN FOR MODEL NUNBER. � I -III- � I I � II � II � � � � I � � I � � � I II� � I � � I �-I � � � I.� �p. � II _ "'ll I ��-�-II � � � I-�� � � I�I � � � II �-I � ) � �_I� I�I-I �, 6 -i i i- I I I _ _ - - ��/�y�j�� a ��( iI I I I I I -Itt� ,' �r, \ O COMPACTED D.G. SEE DETAIL S/D-2 " '° '° , � I I I � I� I I i,I I I-- \ � V�YS ` —i I I—I � I . �I � I::: :� � I- � 7x N d d, � \ � 1 _ �r- -I I L- � AND SITE PLAN FOR EXTENT. ri Q I i � i- � �_� - � �-� �--- __ _�� iii , _iii � � iii�� � iii ii , iii __i-i ; ' �� 3 000 - � � O 24GA. GALV. CORRUG4TED STL. z z z I I I � ROOFING W/ KYNARD FINISH OVER � � � r-o^ a�To a�vaa�es z-o• � 3/a" T8G CEDAR W ITH CLEAR COAT. rc rc rc KEY NOTES KEY NOTES � � � � / O CONCRETE FOOTWG AND ANCHOR ° `� `�' � � � ` � � BOLT CONNECTIONS PER MFGR'S w w w �, � � � i �� STRUCTURAL ENGINEERS DESIGN. � � � � `, ,, o � O FINISH GRADE @ ADJACENT PLANTING AREA. O 2"x2' STEEL POST. Z ( �\ � - X: -- � , O T.S. POST W/ POWDER COAT FINISH. � a � � � i � Q � KEY NOTES O 90% COMPACTED NATIVE SOIL. (TRAIL FINISH) O CONCRETE FOOTING. y \ i `� O T.S. RAFTERS WITH POWDER COAT OCOMPACTED DECOMPOSED GRANITE. O COMPACTED NATIVE SUBGRADE. O Ya'x6"x10" LONG STEEL PLATE Q 45 DEG. ANGLE, Wl Ya" FILLET WELD a ��� � ,;.� �\ FINISH. ALL AROUND ATTACHING SIGN TO POST. O 90% COMPACTED NATNE SUB GRADE. O 90% COMPACTED NATIVE SUB GRADE. o ` - � � O CLEAR PLANT MATERIAL TO 2' SET BACK FROM TRAIL EDGE. O 90/o COMPACTED SUBGRADE. � \, / �� NOTE: � , ALL CONNECTIONS N O ALUMINUM HEADER TO BE INSTALLED ON BOTH EDGES OF TRAIL. O TRIM ALL OVER HANGING TREE LIMBS UP TO A 9' MINIMUM CANOPY O FINISH GRADE. _� (WELDED, BOLTED, ETC.) AND '� REFER TO DETAIL 7/D-2 OVER TRAIL 5 � / � � % CONCRETE FOOTINGS +� 4 FINISH GRADE. FINISH GRADE. 6 Yz"x8"x12" LONG PHENOLIC SIGN. GRAPHICS BY CITY. MOUNT PER __- �:_ . __ __ �,' TO BE PER MFGR'S STRUCTURAL � OO O MANUFACTURER RECOMENDATION. ENGINEERS DESIGN TO LATEST CBC 0 PLAN AND LOCAL CODES. � STABILIZED DECOMPOSED GRANITE PAVING ��4'=�'-o• 8 TRAIL CLEARING ��4'=�'-a' 6 DIRECTIONAL MARKER SIGN ,�z•=,�-o° 4 IYPICAL HEXAGON SHADE SHELTER N.T.S. 2 O 2'�" U ,,A,. � - . --- �` � __ _ -- - -� � - --- - - �-:�, ;�.� � l( '� ;{ ' ~--' �-�,. ,- -� J_`—�� ��- -i�� C _ ' ;; -' > ;=� O ,' > > � 7 � � �' � � �_� � _ a �V ��l_.(/ )�✓ �� �/ �� � • - . - - i� - � . _� � � 2 � - - - 0 1� �- _- - - � � � r� —��� � -- � � , . )� � 't � � � � . �-� - a � , ��� ���— ;,�„ ��,,= > � � / ' ` � � � � . _ � � � `� � �� � - �V - �_ � � � / \%� � _ _ O � __ ._ _ - -- ( �� _ _ _ __ �A �� � � � �� � � , � � � 2 X ,,, � , - _ ` m � - �� _, �� j , '�� ��� � �� 1 0'� . � - ' . � � O - - � - ` � =-J� ` m . \ \ \ � ' _ 4 -_- � ' � ` ;. � , :, \�j�j\�j'��, �� `��. a I _ . _ � - -- -- O TYP m � � �����j��j�\\ . �� o -� a _ % _ O �,P ti f0 � ��. o I � � � �� ,. _ �����A�����. '�,, ' .. _ --" � — ---� � � a — �� / ��\ C � � -o � . ' " j � ����...'����� ` � , ... '.. ��� � , ' � a I - � S" .._.18" 16" _ . .�8�_— -16�.. �8� 8��J� � �../ � � f0 � � b � • � . ������ ..•������� 8 . ' � � _ .._- - - _—_� 3 -� � ' � a . _ ��.�I � � � � � �+ � Q . ' v\ V'. ,A \ , - � � � — '���/� �'/,-�, / �'��'�����i' - � i - � ° --_ I �—I ;� ' _ p om � o � � ` �/ `:��� ���\ / ER0310N PREVENTION 4 -- — -�� -I I I - � - U c (� m _ . - �� �� � '� / `. �__ I i � � �� ;%�/ V�/A�;A/A/; ,a• i , � �--_ °. : a ." - ' : ' ` :� - - _ �� � " I � � � � -�, o o a- � �/ � /� ' //V/,�A/ ' , � � � � � � f �—� _. , -' � � � -� � �' o`-om w a°'i 'mE �- ' i - � � ���ii��i� i��%i�� � � � � — ! ,�� _-1 I I--I I I I I 1 _ _� �_I I � � I _ _ = I I I- = I I � � � �� -1 i 1= � � � o a �� o �i; ��� ;������,� _-- - ---_ — � - - _ I -1 I I _ � ; � I— I I __ I I I — - ,� ;F n , , ,� � _ I I— � ,.��� '� � I � _ I I I-- � I III � �� F �� ,��� ���� �� __ KEY N OT RESSURE TREATED LANDSCAPE TIE � �� ,�� �����AR� � � ����/ �--- � - i �< � _�_� ,a��alrHew�ti'� i� � � �� _--- -- � _�__ _ , o � �" - / � � KEY NOTES 1 WIDTH AS SHOWN ON PLAN �!' 7 n Z� � �i��� �' ` � � � �- � � � � 2 #4 REBAR. � n���*a ' uo.caaoa5 " I �Af� .FT� SE��N" c Ren.17�2017 'AIT FU4i A 7�� U TYP KEY NOTES / \ \ 3 COMPACTED SUBGRADE. F �ecouEOFoeoi�`NceovTN!stt��R+ s" r � � �� 7 n �[ON TN['S.� 9rf�F CAI.�F��2 NOTES: , � O 23/s" DIA. IN-GROUND MOUNTING POST, 2/ DIA. SLEEVE, AND mrtiF F�^":;s"`'" ,,, :recno�� � �` � HARDWARE PROVIDED W/ TRASH RECEPTACLE. REFER TO o ���z^" "`° O CURVE-RITE ALUMINUM EDC>ING 3000-SERIES CURV-RITE EDGING: KEY NOTES O � �� �`� 4 90% COMPACTED NATIVE SOIL. (TRAIL FINISH) SI2E: 1/8" X 3"X 16" W/ 12" ALUMINUM STAKES MANUFACTURER: CURV-RITE, INC. CONSTRUCTION LEGEND FOR MANUFACTURER AND MODEL NO. FINISH: MILL-NATURAL ALUMINUM PHONE: 1.800.3662878 SECURE POST TO RECEPTACLE PER MANUF. RECOMMENDATIONS. rj 4"�" NATUR,4L GRANITE RIVER ROCK SET IN CONCRETE BASE � PROJECT NO: INSTALL PER MANUFACTURERS WEBSITE: CURV-RITE.COM � 6" x 8" x LENGTH OF TRAIL TREX LANDSCAPE TIE. 2 4" THICK NATIVE COMPACTED SOIL. � TYP C1509 SPECIFICATIONS, SEE BELOW FOR CONTACT O O 6 CONCRETE BASE INFORMATION O 90 °/a COMPACTED FINISH GRADE. O CONCRETE FOOTING. onrE: rvExPnve: MULTIPLE WATER DIVERTER SET IN CONCRETE N.r.s. 1 08-02-16 O2" DECOMPOSED GRANITE COMPACTED. TOP MANUFACTURER: GAIL MATERIALS O 90% COMPACTED SUBGRADE. OFEDGINGSHALLBEI/4" MAXIMUMABOVE O coMPA�TEOS�B�w�oE. APPROVED BY: CITY OF DIAMOND BAR SHEETNO. FINISH SURFACE. PHONE: 909279.1095 6"-8" NATURAL GRANITE RIVER ROCK. COLOR: GAIL'S GOLD. CONFIRM W/ O O 90% COMPACTED SUBGRADE CITY PRIOR TO PURCHASE TRAIL EDGE. O FINISH GRADE. O David G . Liu P.E. 4 DATE D -2 ALUMINUM HEADER N.T.S. 7 WATER DIVERTER ,.�=,�_o• 5 TRASH RECEPTICAL EMBEDMENT �•=�•-o• 3 City Engineer S• /8•� 23oF24 a-- ,, , _ _� . � . . o ---- o %— --� � � , , o � � � a s - . . , � � ��.,; � Inc. ;2���, � � � � � �� — e � , � �If_ - ,, �r; � . �I I I i I =I I -i I i—1 I I I I � ' I I--1 � A�45 chT�� NNi: raet.,y •sz2 Ch'i�o H;I.ta, Ca 97799 SECTION � EXISTING CURB N.T.S. — _ ii �o � - `, � I � —� '�, � -� � � � � �� a- \� � - � � ��fl � , , �-- - , � > ' � �IIiI� � �� II�l�,� o,��� o�Y��P-°� �-�� � � ��r ���,° o� „t � i i� I I=1 I 1-1 ' I I I_I-1 I I 1 I I -1 I 1= I I I 1=1 I I I I I I I1-1 I 1�1 � iii—Ii iu—iTi—iii i f—iTi iii_. ili�—iii li � -_��, ii in iii SECTION THRU WALK „ � � � �� � N.T.S. � b � so N N N • 2 Z Z O O O ' 1. POLYSTIRENE JOINT CAP OVER 6. �J4 REBAR O iB" O.C. � � � ' . � EXPANSION BOARD. REMOVE � � TOP OF JOWT CAP PRIOR TO 7, �p" SCARIFlED/ RECOMPACTED/ o � o . CAULKING (SEE NOTE) pR00FROLLED SUB>RADE. � � 2. 3/e" N7DE FULL DEPTH ASPHALT COMPACTION: 90% MIN. ASTM D1557 cYi cYi cYi BOARDA�D FIBER EXPANSION 8. 2" THK. CMB y � � � � � � . 3. 1/4" RADIUS - ALL EDGES 9� CUIRBNG CONCREIE N g g � W a a a � � . 4. 4" CONCRETE PAVING 10. 2-,�4 DOWELS AT EXISTING � Q � CONCRETE WALK TO NEW WALK. , 5. 3/4" DEEP X 3/8" WIDE (MAX.) µRqp ONE SIDE TD ALLOW FOR TbOLED SCORE JOINT WITH EXPANSION. ' � 1/4� RADIUS EDGES WHERE . � , OCCURS - REFER TO �7, EXISiING CONCRETE WAIK. CONSTRUCTION PLAN � NOTE: • APPLY 7/2' DEEP JOINT SEALANT (CAULNING INTO GROOVE. SAND � , - . IN WITH �y60 SILICA SAND. MATCFI COLOR �F PAVING. — � � • EXPANSION JOINTS IN ' �•`LKS 70 OCCUR AT CHANGE IN DIRECTION � ' AND WHERE NEW CONCREiE PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. EXPANSION JOINTS IN WALKS RECOMMENDED SPACING N � . - . IS 16' O.C. FOR CONTINUOUS WALKS UNLESS OTHERNASE RECOMMENDED Q � BY PROJECT SOILS ENGMEER. � CONCRETE PAVEMENT SECTION 3/4"=1'-0" 2 O , , �2�� SEE SITE PLAN FOR NUMBER OF 7READS V __. .. __ —.._—__ _ _... ___ —_—_ _ � L ,. � --- 1-7/4" SCHEDULE 40 GALV. S7EEl PIPE � � j� HANDRAIL MANDREL BEND ALL CORNERS U� ALL HANDRAILS TO HAVE A GALVANIZED FINISH. C - � ANY WELDS OR SCARS �SHALL BE SPRAYED WITH Q � COLD GALV. SPRAY. � � a �� TREADS TO� BE BROOM FINISHED F w . w 5'-0' LANDING � N 2 3/4 - � � Y � � � � NOTES: � � / � 18 w z • ALL SURFACES TO BE a � � 1 � �f � z a COLD JOINT GROUND SMOOTH OF f0 ' � I I-i� � `° ; „ • � -r �,_��. � , BURRS, WELDS AND � � I�,( n 1Z� SEE SRE PLAN FOR NUMBER OF TREADS N � �9 I I I ,_ � � �4 REBAR AT 18" O.C:��-�� �l --- _ __ __- ABRASIONS. ANY WELDS � C 4" T H I C K D G-% -I I I � ' ° � SPACIN6 BOTH WAYS CENTERI --i-7/4" S C H E D U L E 4 0 G A L V. S T E E L P I P E OR SCARS SHALL BE SPRAYED � CO � , �I - � > . StAB- % COLD GALV. SPRAY � , I , HANDRAIL MANDREL BEND ALL CORNERS '� a �I I-- ,�I I� -� �� . �, c� J � ------ - � ALL HANDRAILS TO HAVE A GALVANIZED FlNISH. � � � (q ' d � y � II � � A � ANY WELDS OR SCARS SHALL 8E SPRAYED WITH � � � I —I I I I - % � • N O C R O O K, K I N K S, Q '� Q � C 8" THICN CM�--/ �' =I I I-{{{�;;;-I � D - I a / COLD GALV. SPRAY. UNEVENESS OR C Q (� � � n � I WAVINESS PERMITTED. � C E . 90� COMPACTED -- f ' I � �1 2 NOSING , CONCREfE PAVIN WITH- �� �-- TRE4DS TO BE BROOM FlNISHED � � � - �#4 REBARS �72" —� I I I�- �" " a � ^ � — ._ � (� O N � SUB GRADE � � -3� BROOM FINISH / Q �-m C O U O,C. EACH WAY IIi-�-. �� , � � � , . 1-N4 REBAR � EACH TREAD--. I_I- �._ \ • 1 . M � 2 3�¢" / � F O U C U �m I_�.I __ � � • j- - COID JOINT � I a a � � � �- c .� _ �$'. ' 1'-11' F. � � � � N _ o I I _ a ° , a � -' -- f0 w � N � -I I I I I I— , - � °• � �� � U N o � cn � a CONCREfE STEPS AND LANDING ---�- � � � v - ;�, � o �- , � o a COLOR TO MATCH EXISTING CONCRE7E I I I i I I ( I I � _ , ^ N " � ,�y' ' ��{` ' PAVING � I I�—I I I � � a , ` 2sCi � �ufj — ` `� . •'�a • - ,a: , .. . _ — , � ��_ n1�5 C.F''� — � �. GROOVING AT— � � —I I I � I I I I I�� -I I I — � I I I ( I I— I I I— _ � • ' j "���r 'w�'� "� eE ARoy �eP�` � \'r• _ r trp . EACH STEP -_ • � ,, .., � �p,<.,'��' ���`"" Fw�4� ' I � I - I - �a -_ . _ yy i � �1� � I / I ° ` J /' � "� i � 1/2° RADIUS NOSE / I I I 3�� ' .� '— _ 8' THICK CM8- � � ��I_ . , D � lt�, � R1��6 �TDe No�33095 "' � � , � —� � � l - ' sNAL�N Ren.i1/2o17 °,<I � � FRONT OF SiEP nP I _ 1��s ruN II1 • �. � a � �pTHC E�'� Y���_ �9 2 # � � �-1 :" NOSING OVn EApEµMlzf�''CF c ¢- j � SUB GR40E � -i, a. � ,� r 3' � , HE APPR 4CE ��F CA��f� Q M � .15lRUE�ppEOkOR�IHA �iNYJC6 o , DFFtdY 1�U 4 REBARS �12"� � ° �� ,-Hes� ` � � O.C. EACN WAY ; I I � — COLD JOINT �' `0��� PRQIECT NO: ��� � � � I � �=� I a ' � C1509 — �V 1-�4 REBAR � EACH TREAD -- � � � , i I I I � �- • � • °' � DA7E: � — � I I I� ' �� x �_, ,� , � � ' < - - 08-02-16 -- PAINT 2" STRIP WITH SCOFIELD LITHOCROME . � -I� � I - I I I- � CHEMSTAIN CS-16 "FADED TERRACOTTA" � � � ��III--- II�- I ' ' i -1 I 1- _ I I I I I I I I I-�i i � '� APPROVED BY: CITY OF DIAMOND BAR SHEETNO. 8� 8� David G. Liu P. E. 44 DATE �-3 — 1rP. CONCRETE STAIR SECTION 3�4•_,•_o• 1 City Engineer g. �g • �6 24 oF 24