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HomeMy WebLinkAbout1367-D 1500 CONSTRUCTION NOTES FOR STREET TREES FUTURE T.C. �� �� EX/ST/NG GROUNO[P 44'N � i I. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS AND Ql PORT/O/V /30 C• CURB �P_ETU�PN SPECIFICATIONS, AS PROXIMITY TO HARDSCAPE DICTATES. NO STREET TREE SHAt_L BE PLANTED L= 55-//' WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE (3) FEET TO THE FACE OF CURB, EDGE OF SIDEWALK OR FACE OF WALL, UNLESS OTHERWISE NOTED V I` �' 1 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SUITABILITY/FERTILITY 1595 '�= "� 11110 c; SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR Alt _ � 1� i\ ;� Q N h N NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE •'P= op h n TbP Of/V G S/CURB �9Oy �. � � � � �� � o \ • � � � $� O � CITY INSPECTOR o 5. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION I- / X'GUTTER SYMBOL BOTANICAL/COMMON NAME QTY. SPACING SIZE CRAPE MYRTLE (LAGERSTROEMIA INDICA 20' O.C. 15 GAL. � '� V /3o YC. 90 • 5 PI=8+`85 EL. =�.?O P - //f(00 L= 44 PINK ) °� ° '� W F/N/5NF,0 sURi�AC CE/t/TERL/NE 1595 � � EX/5T. 01//YI7 CO C'5 ERL//UE o°` _ =i9oq h h . 'i. ti °� h X02' R=-2.27 y _f--l�//���0 SURFACE & C'E� 77168 /N� ��ti ,�1 ��� `�� ��� L�,. 1590 ��' - -- R• -�o 7sy EXIOT Pt//"7 � C I EX. A.C. DRWY. Q 1585 IIS 5� 12' TO OF152y CURB 99.38 6 2 EX. A.C. DRWY. ` 5 4' 7.50 2460 \ 9�z ; 1590 -. - c; �� _ R= -o ���, �� 1590 o I �� 4 g �' op N F• -� a0 -O.75 90 V r'S/0 95.67 T.C. 60% ri a�'• 96.67 FS. 8 \ --,;, •,;. � �\ NG.� R/N/ � n � - uc. 1585 SECTION - A.C. DRWY. I STA.6*44.5 PROFILE VERT. I"=4 5 6 7 8 9 10 I I S HORIZ. 11% 40' 12 13 14 15 \ 5 � PLAN ,� 4 4 = SEE SHEET 3 HORIZ. I"=40' COA15TRUCT/O/V NOTES 2 1 SAPPH I R E ST. /o--CO/V5TRUC T B-C[/RJ A11TN 2¢"GUTTER PEP C•4L T�AN5 6m. ` 1� 5 33. EET L/(,NT N at/6. NB-A, TYPE A2-6. CO/l/yTRUCT 4'&1,0e 5/QEWyG�C .40 d'4CEN T 7D R/Kl REQ Nrr� � ��' 21 21 3 I I 22' 22' 13\ 0 201 -20 2 -40 201 -202-38 v h , } PRo Eo BEET C/TY 5T0. OK/G. �Q ,3/D�3✓/ O b i! 8 Vr i1 ' II L/GHTS LL f�3E 3�- CONSTRUCT HAND/CAP ACCESS �PAMp I:FR C,46 7784449 �1 N R �' p - �o,"�� ;y,jk� lAl op II 0♦Trdo 54Pp�//,PE✓�T = /NS L E!J E7•Y X/ STO. ON/C3 /�!B-f3, TYPE E. 0 N Q i �I 5 �► PER T�/E/ A�t/8. 4 CON5TRC�C'T CASE,8D,l/YEN'AY APPROACH Pf�P CALTiQANS STD. - v CD 3 yI1" , - N a� w - �. - -e�!i ! 5Ef Sp1M3Cs/U�vE,SD,4 0PNG. NB-A. \ tD�.., �T 6 e ��i ,3 P H/RE TR ET= 5 CO�vSTRUCr 0.45"AC. O�E,P0.90"CLAsSa AGO�EG,47E . O \ I I X94 � ,� a a') 6 Ot67/¢ E 0 R. 0 67.38 SRP S E \ Cn \ I r' �'I Of 7t / x-Cur' 5{40.97 E.C. STORNPRA/N 6�-TAPER COLO PLANE ,4�c/O L2'>NSTiPL/CT,4.C. PvitilT. Z 8 qu 3Rsl-r. I O./�' /Vl/�t/. TAl/CKiVE5'S. 1 � 3 16 9 t.�.e6 to. N0.3 3. � � D!/ERLA Y, ! �' 1 B b• 7. CONSTRUCT SPAND�?EL /�'I�OSS GUTTER PER C/TY STD. OWC 308. X 4 _-mac-__� -ter= �\ �..r- _ - - - -- - 8�--CO/V9TRZYCT 21'4.0. PAc/EiYJE/VT LYP/I/EGUf�Y. \\ �� . p \\ 71-11�xis • ROP R/w - - _ - __ - - - - - - - -_-- -- -- -- 8 p CONSTRUCT 6""A.C. ON EX/STING COMPACTED 5U8GRADE. �7 -- 1----• DWG N9-A _ - s•G,os CON5T�PUC r A.C. D/KE TYPE A""PER CAL rf,4A 5,9r0. �2) 2 PP° - - -- - -- -- //t07°,�2 a- - CONSTRUCTI PROPOSED R/W s /2 CONSTRUCT Q?'"iQ.CP - _ 5 ``J 7 D (5H0!-VN ON PL ANS. lo+�o.o0 19th ST = - CONSTRUCT CATCH BA5'/N N0. f PER C/TY STD. OfYG 502. EX/5'T/NC GUARD RAII /l 2O - - �` ��Jliz 2 12 9 3 L�! o+oo.oc SAPHIR ST. II 12 - - ggo3g'03"E 14 aww 15 CONSTRUCr✓UNCI/ONSTITUCTURE 6""PERC/TY STD. 9&6. 509. s N89036'20„f s ` z t L�! J - - - N s90a6'20"E - = 16 C0N5TRUCT CATCH BAS/N NO 3 PEI C/TY STD. DWG. 504. Exl w s Y / 7 5. 6 W W 17 C0Nf1-R11 T 30"R.CP. -,0 (SHOWN ON PZAN). /O \ 6. ,yBy'�G to`f isG.& ' I isT R/w 24"wA;z _Z LUQ 19 PLANT STREET TREES PER NOTES AND LEGEND i-iE -tiEON. - - - - t1f 6 �A�� J 0 CONSTRUCT 6' WIDE SIDEWALK PER CITY STD. DWG. !0!0 CITY O RANCHO CUC MONGA 21 INSTALL 9500 LUMENS �' -- -- T -T LIGHTS IR26 SIGNS .mac, < ..1- \\ �� ---- -- CITY OF UPLAND �° P 32444- 30 _ c� G w - / E a o\� C� \ -'` `ur, FUTURE /N//�'/,�01/EiYIENTS SER .Q o• o ,� -�-�-�o- -- © - a - :0 g \\ PROPOSED R/W- _ . �- .�►? T�Ac T /vo /3z6� A o Q A\ I - /zfe� 01S,005/ MAI A10 TES W I i / 57 �i6HT 2 PROTECT SEE,y'HEET ' 11 `� l( / \ �5r. C.c. n Q h c,, r. c.c. 17 \ 3 FENCE 2 R1"MO YE NO c FOR NINETEENTH j j_ 1 II I � k W FE�/CE STREET RE[OCATE OEcSSI (,• p 1°I `; v ti p ((1, �G� Q STO�Piff4XV/N e a; cp II ' sr RE[OCATE BY OTHE�4,5 "? �N9 �• hg °► o� Q h°� b h J I 12t2B.50 owV. � /4+97 ,� ❑-- �p ` H l �1 O F \ 1h� �, 3\ q(v ti p� F�� h o►�v h \�9`h°P06- y�� REiYIO�E/NTERFER/NG o� o� o I I v J �, z >, J �;Q,\ PORT/ON Of 24f"CM.P _ " ^" a WSW ANO CONCRETE BOX �� � � ��� � 202-0 1-36 � ��2 -�J -31 � No. 22397 �-W W--A900 END I Z - Exp. 09-30-93 CUL BERT AND PLUG �� ►, G Q iff4f,4/N/N6 W/TH SLURRY SEAL �p CASE 8 �h� �L 0,1 o BR/CK AND MORTAR \ �p Jf9lf Cr v<< �0��� 0 j5- U_ S� � 0/ OF CA��- �(�� 44.00' V REMOVED TYPE II SLURRY SEAL 2-7-90 Y1ti�@ LOCAL DEPRESSION DETAIL 3� 23.00 �� b DESCRIPTION OF REVISION DATE APPCITY ROVED N. T. S. W� L � rr �h J '�� e 12.00 32.00 10.00 �,�: U a ►: v '� e 'k �' � �� 4� CITY OF RANCHO CUCAMONGA te BENCHMARK € DESCRIPTION:CH/SELEO SQUARE PER F/ELO �C/�PI/EY +� m ga �' ~ " ELEV. PER PLAN o ti a s ti w ,� ' ,� h BCO< 4047 p�E 552. �, I STREET AND STORM DRAIN IMPROVEMENTS LOCATION : 50UTN EAST RE7--IR I E,4ST 5/Of- hELEV. PER PLAN 6 UDE11:1 El El n nnEl nEll El [:Inn PLAN a PROFILE /A/T. OF 9APP�1/,CSE E'LEMON N.G. \ � 5 EXIST. PVMT. � NINETEENTH STREET ELEVATION� - /�/2. 7/' 2: 1 y �\ . �_ 387 FT. WEST OF SAPPHIRE ST. TO SAPPHIRE STREET FUTURE SIDEWALKA.1 pTE, o.) FENCES APE 70 BE REZ6C,4rW TOP SED ^ � Q i `�v � `i P, w TOP OF 5L OPE. 4 MIN. CLASS II :: REVISION PREPARED.BY ; z. N� t/EC'ON/J/T/ON OFT �/-5r. FENCE /5 AGGR. BASE '10 .• THE KEITH COMPANIES "` �3'? No E3LE F ELOCAT/ON 774E�/ APPROVED BY: DATE- 40-13-89 0.15 MIN. r T EXIST. PVMT. 2 F 22397 CU�?YE AND AL/GNMENT DATA 1 x, n FENCE /5 Fc0A197RlJCTEO FROW?NEa/ CITY ENGINEER R.C.E. N0. N.G. 2955 RED HILL AVE. � `, * MATE v OF T E TYPE. _. O DE'LTA/BRG R401US LE TANGENT ,AES`c,C��/�r10iv 6 �-- TYPICAL SECTION LOCATION OF COSTA MESA, CA. 926 6 \` ` _C, DESIGN i RECOMMENDEb c BOXES ,4R,,F 70 BE,C� TEO,oER M.L. BOWERS � /. �°/3%J" 35.00' 55.//' 35./4 ' CZ/R3 4672/�CAI STORM DRAIN - C/TY $TD. OK/Ca, 903. M.J_ ,A AH 'R CONSULTANTS, INC., - FROM STA.6+33 TO 10+00.00 (i"3•q�o 2 90019,19" 90.00, 14172' 90 9.5' t 42"STORMOI�A/N DRAWN Consultants to Governmental Agencies SHEET KEVIN J. McDONALD RCE 54372 DATE 16BBO West Bernardo Drive•San Diego, CA 92127j 3. N 3{'55'51•'f. 65.88 30 ��$lOR/I��iPA/iVL�OTERQC - c. + .�7•d M.J.GALLAHER ADDED Sl REE i TREES AND FUTURE SIDE- ADDED SIDEWALK ALONG 19th STREET - ; (619)451-6100 ; 2 OF 6 6/3/96 KJM 5/23/01 SW -- WALK LAYOUT FOR CUP 95-34 ADDED ST. LIGHTS AND SIGNS FOR U 9 - CHECKED ` -- --- �' R.C.E. N0. 26493 DRAWING N0. . CITY NO. DESCRIPTION OF REVISION DATE INITIAL `PROS" Y NO. DATE INITIA PPROVAL [ATE'_1�'21 88 FILE NO. 1367-D i f w Vh � o Z � � > ^a V= D, 41 N G. @ 3.� t EFT P 1605 o fro, VC 1605 1595 ?J�� 1595 *; 1585 �? ti v W ti 3 xki! 0 1600 ti 3 0 ~ 1580 o ha b o z h h w roP of w�L r. CURa -ssao5¢5 N # f0-18 RC.P 150 D a� o 41� i� f950 D Z9.2 erg. o:s��� efs � h°' STORM DRAIN LATERAL 1595 ti a i 15900 1605 1585 h 1585 1595 o � , 1595 TH. �s C 19 STREET v p `�` (07 CNV v > >� >o o 4n �� SCALE: HORIZ. I"=20' D v 8274 �h � ✓ VERT. I"= 4 o � 143 Y-70 1590 / / yor f5N8. 0 1590 1590 _�� a'► _5=0.0538 / EXISTING PAY T. �' CENTER L INET �Ex/sr, f�"WATEll _:. o CATCH BASIN PROFILE f'IYlIN. — j 10=Pd"4OP/ 1 p V=8/d 5?9 f�SD ` ELY. SIDE SAPPHIRE ST. -0� f0'Ai�pp- t�-20.91'FS' ` SCALE: HORIZ. 1"= 40' g ;; fgs 0 VERT. I"= 4 �1 t 1585 aR�.p e •. cFsq' 1595 1585 �,: o a3 �' �h 1585 00 1 1590 1580 a ' �Av� 1580 a� PROFILE Qt�•380C.F5 f?65' 33.f9'- p1l"' C.P 30 i?C.P 1350 D o ` SCALES VERT. I. .4 195010 Qts" HORIZ: 11%40 y PLAN„ STORM DRAIN LATERALS . 2 2 �, 4 •I i s / HORIZ. I = 4o SAPPHIRE STREET SCALE' HORIZ. 1':= 20� W °� o o VERT. 1 = 4 °� STORM ORA/N LATERAL R/GNMENT � h KQ � 0 � O �tst p^Q � Win �' IV � :� v, hN � Qti .-h o „ �. a i m a f. N 55°00'26"E . 519' Q q, Q O � R 1 v "v l�� Iry tj � N. 79'91'47-hl /8 65 Az 3 o v • • �C, % 514 ISS SEE SHEET 2 NINETEENTH ST. C o W o W 1 _j 33.00 (I. X11 1`� 3 0� ti a o 1).00' 22.00' NORTH LOCAL DEPRESSION DETAIL t � lu V h N. T. S. A v. o X ff REMOY£/NTERFER/NC PORTION 4 17.00' ` G OF 6YP,459 WATER L/NEAND ELEV. PER PLAN A8ANDON. L=I — — � 1•. o x- —— I N.G. \ r GRA o /Z#/N �� � N G. , � �h hq pF E SS1 ET 0 +�.� EXISTING PAV'T. �1 OQ� O���l l6"wArE \ . - f FT ���'Jac. i_ , , �� ��,` ►� Mq �` 9 J hrF T N.0° 6 59°W. ' 2 ►; 6 I I �� ``' O N. Q t4 rr, 10+00 19=STREET= i i 2 9 'w Q 6 g"NATER iti n► q�. �Q Z V No. 22397 �D 0+00 SAPPHIRE STRE T I g"wArER� 9 \� �. O Q o R o * Exp. 09 30 93 7� - -- - - - — EXIST PA l SOUTH LOCAL DEPRESSION DETAIL `flgtf ����` 2 N. T. S. OFCA��E I / w I� I� t-3 fit Z N �'y�� SAPPHIRE STREET PCITY RO �� ��� : SAPPHIRE STREET APPROVED. II IIS DESCRIPTION OF REVISION DATE z ' TYPICAL SECTION QDl CITY OF RANCHO CUCAMONGA FROM STA. 0+67.14 TO STA.2+33.5 IlkSTREET AND STORM DRAIN IMPROVEMENTS Z o j PLAN 8& PROFILE NINETEENTH ST. o o W o 2 L'�/�/,y'�'/ IV RON NOTE'S' D/5POSMO# NOTES A 3 �� W !. CONSTRUCT 8'"CURB !�V/TN?4"'GUTTER PER CAL TRANS STD. OLI�C. NB-A, TYPEA?-g �!�—PROTECT To w . �,o& , NINETEENTH STREET CONSTRUCT � N/OE S/DEI�i'AL K ADJACENT TO R/Kl PER C/TY f D G N0. 9!. 2�- REMO�E 19 th. ST TO 234 F T. NORTH 0 F 19th. ST. 4--AD✓U5'T TO GRADE CON57"RUCT 6"A C. ON£X/ST/NG COMPACTED SU9GRADE. ©---SAWCUT AND✓0/N w 1G tI�—Ci7�t/57i4UCT C,4TC•S�B•�9✓'�'/it/ it/o./ &E.9 Ci7yv7l� Ok/G. ,fOt. C7'�'GRADE FOR SMOOTH TRANS/T/ON APPROVED BY: � _ DATE: 10"i3'89 CITY ENGINEER R.C.E. NO. 22397 —CON5'TiPUCT MANHOL E APER C/TY 570. 01w 510. DESIGN RECOMMENDED M.L. BOWERS l� 610AI cT C�r�H,QA$/.v,vo. ,3PE.gc/rs�Srn o .�Oa. M.J GALLAHER CONSULTANTS, INC. DRAWN ConsuttentstoGovenrmentsiAgencies SHEE f 16880 West Bernardo Drive-San Diego. CA 92127 GN. SCHURDELL (619)451-6100 3 or�_ CHECKED { DRAWING N0. M f ��•C.E. NO2 ¢?3 DATE ��-�/' �•8 FILE NO 1367-D + I BRMA OUT L/NE TE //�iR50Z,4CE ORMEA/VT / I 0-14N/VEL 1(1,41-Z RE/A/f0/5 51 /wE/VT i 2"CLR. GO ':�'N�� OCSR• p. 90 , o! AS BUIETS N ' G fw ,ZQ *4e 1,-C, _ \07011i ht/ eR7 h Ss _ BR/cc pro BAR ✓Am $5) 3" CL 01AA/A/EL &,4Z[ DIA G. BREAK 4x/7UNE / W.6. CVZEVc?6 i 47&0 11 f /s? yo. ''�I! /Z' $E'CT/0A1 $-,8 I✓80 1 II t .1 0, RSA RXN C.Uk ez fj II $ O. Z"CGR. I z J C o - 0 Z �6/9E.Q4R5 I I � Z n 6 - : O - h r` ti 674/6 our 0 N N tn Z 1 h ! OD ao - o h 3�w''C�/Ait9PNL�l� I O I in _ .. 10 . Q II 2z/.38 L f 42 ReR 752.5.7zf-4,�RCS X (Lm.r2)) cD f6000 /350 1� ti 1570 IL, CJI n Ozs 99 f c.f.s 42�= 639 c.f.S 1 ' t --' >I A �2 y R.e P S�0 1W ORA1AI t PROF/LE h 0is dh PROF/GE /3.50-D NOR/� / cSCALE$ ..f: 99/ C.fS. t/ERT /"=¢' f"ORy�c�A/QOUA/D � I R.CP. GHN[ 105�/2' I � s�e71Ow c"C - SECT/O�l �4 A 5 � 10 .9 I I I I I I I /. LAP Al-L �E/NFORC/�l/G ACCOR,O//VG TO (AC/3/B 63) I I OR M/N. OF 30 O/.4METERS. I I I I ` e. CUT 6X100560 /FE/iV-09C/A/G STEEL A7CEA17,5-R � I I I I I I I I I •� / OPEN/it/G ANO BEND 1,V70 TO,°, .BOTTOrt f, �4N0 ���" WALC5 OFdUA/CTli9lV 57,,QL/CTUBE. • • • • • • • • � L 3. .3000 0.5/. CO/VC. SNAG L BE USEO FOR STET C7Z/RZ! — • • / CO/�/STRUCT/om NOTE'S arZ Z 9 rvE c,4iQ/v c/ , ,Q/5 ¢• ALL BARS �'4 @ /2"U�t/LE55 OTNERK//SENOTEO — �/ �3- a--CONSTRUCT WWAIANOCE '4"PER C/TSS 5'TO. ' • /� PLAAl ,5/O. ` �n MlN Q� CO �� �P R DETAL. CN•4�t/�t/EL dUi(/CT/ON 5'TRCICTURE CO • • O �V h .�� STORrtil GWOW CU�PVFA24T.4 R ¢5•Gb' - - -- - - - - - - - - - - — - - - - - - _Z*_ - - - - - -- -- - - - - - I 3-#4 CIRCULAR TIES I ELEl..gT/0A/ IV �x R/!V PER tRACT o N0. f,�266. ��,, I ` 8 C'HANNE'L �/U�t/CT/ON sTR//CTUR� DATA/L :44 CIRCULAR I G' ND SCALE (G j✓ --� ' TIES: SEE ���A _S ter_ � NOTE I. 5 B. C F. C. 4 I DLO R/ i L/NE / -� ` ,,� \ -- -- TYP / -- -- - -- -----�I - '� - - - - - - - - --� - --- -- - - - - - ---'�- - - -- - - •yS- - --- - - - - -"'� -- - - ------'~' -- - - i- - - ------'�- Si°Kt^ECE7k/EEN NO. OP // // P/PE LaAMETEq DESCRIPTION OF REVISION DATE CITY \ p/pE EXTi4EMin65 C/QCULAR f/C5 APPROVED EX/$T. e0(A el-119NNEG 33'To J7" 2M2" 4 g,38 937 9.IG 935 954 — /. /E<IERE 771E SPACE&7X/EE,V ZVE p/PE EXTRE�t�!/T/f5 ann&05 2%2"T, e NUMSfR OFC/RZ"t'/4AR CITY OF RANCHO CUCAMONGA V T/ES SHALL 64 /wCRF-4.5EO M AMINTA/A/ 4 0,4ZIMUM 6RAOI�uG OF C,"eeAMM/0 CeX1rEA. - - - - ----- �/ - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - -- --- C/RCULART/E5SNAL� f/AVEAO/AMETER8"G�9E4TER7X14A/Tf/EOUTS/OEO/A►METER /41 OF THE 9MR0OR4/N R/G" t. IXNERE SHL=51010E OF n/E UpgrR54M PIPE/2SGREA7ER T/NQ/v 7M/E 6L OPE Or THE OAWVCr7R5441 STORM DRAIN PLAN CREEK CHANNEL C A'RMFORCM 00,VCRETEp/A6 COZUR CUCAMONGA �A NINETEENTH STREET O O G NO 5 LE 0 h CUCAMONGA CREEK CHANNEL TO SAPPHIRE STREET �` H tij ��. APPROVED 8Y: DATE' 10-13-89 gcG9�y� CITY ENGINEER _ - RC.E N0. 22397 DESIGN RECOMMENDED w m CONSULTANTS, INC. No 22397 �( Exp 09 30 93 � DRAWN ConsuRerrcscoGovernn,ence1Agencies 16880 West Bernardo Drive•Sen Diego. CA 92127 SHEET F-i trf9 fC c I V\l CO���Q .� I�.OLL/�//E� _ (619)451-6100y OF ` DF CCHECKEDD R.C.E. NOX493 DRAWING N0. DATE ' 3� �:j FILE NO 1367-D AS BUILTS