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HomeMy WebLinkAbout1904-D STREET TREES SCHEDULE: CONSTRUCTION NOTES & ESTIMATED QUANTITIES LEGEND STREET BOTANICAL NAME COMMON NAME SPACING SIZE QUANTITY ORIENTATION QUANTITY R/w STREET IMPROVEMENTS UNIT 16313 APPELLATION DRIVE MAGNOLIA GRANDIFLORA MAGNOLIA 20 O.C. 15 GAL 9 EA I R/W TR. ST. MARY 1. CONSTRUCT Jr AC OVER 4" AB. (INTERIOR STREET MIN. STREET SECTION). SF 663006300 60' 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. PL. 104. LF 3780 RUTHERFORD DRIVE KOELREUTERIA PANICULATA GOLDENRAIN TREE 35 O.C. 15 GAL 15 EA 30' 30' � 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. SF 16200 12' 18' 18' 12' 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. EA 6 ALDERBROOK DRIVE PISTACIA CHINENSIS CHINESE PISTACHE 30 O.C. 15 GAL. 17 EA. o I � 5. CONSTRUCT CROSS GUTTER PER CITY STD. PL 106-A. SF 2550 N 6. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PL. 101 TYPE R-1 (W= 16"; X= 3'). SF 6580 SUB-TOTAL 41 EA 3 0.5'_ 4' 7' 0.5' 0.02' 0.5' 7' 4' 0.5' 7. INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. FA 4 2 1 2 LF % 8. INSTALL C SOLID YELLOW LANE LINE PER CITY STD. DWG. NO. 133. 130 20% - -- 3 9. INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B. EA 6 3 10. INSTALL STOP SIGN PER CITY STD. PL 401-B (R1). EA 6 11. STENCIL "STOP" AND STOP BAR. EA 6 SILVERADO TRAIL PLACE QUERCUS ILEX HOLLY OAK 40' O.C. 15 GAL 21 EA R • 67 Tl : 5"0 12. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID do COORDINATED BY DEVELOPER. EA 18 13 ADJUST SEWER MANHOLE TO GRADE. EA 8 CALISTOGA PLACE MELALEUCA LINARIIFOLIA FLAXLEAF PAPERBACK 30' O.C. 15 GAL 34 EA (TYPICAL) 60' RAW - INTERIOR STREET 14. ADJUST WATER VALVES TO GORE. EA 7 = 15. INSTALL STREET TREES PER SCHEDULE AND NOTES HEREON. � (NTS) EA 96 0 16. REMOVE EXISTING WOOD BARRICADE. EA 1 SUB-TOTAL 55 EA z 17. INSTALL WOOD BARRICADE PER CITY STD. DWG. NO. 131-A 2 0 ~ 18. INSTALL R2 (25) SIGN. EA 1 0 19. INSTALL W54 SIGN. EA 1 N 20. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103 AND SECTION L-L ON THIS SHEET. SF 4000 21. INSTALL NDS NO. 1212 GRATE, NDS NO. 1226 ADAPTER, NDS NO. 307 EA 6 REDUCER do NDS NO. 301 TEE PER DETAIL THIS SHEET 22. INSTALL T ABS ASTM-D 2751 SDR-35 DRAIN PIPE PER DETAIL THIS SHEET. LF 115 23. CURB CORE FOR 3" DRAIN PIPE PER DETAIL THIS SHEET. EA 3 24. INSTALL R26 SIGN (WITH END PLATE WHERE SHOWN ON PLAN). EA 2 25. INSTALL 12" SOLID WHITE STRIPE PER CITY STD. DWG. NO. 133. LF 64 TOTAL STORM DRAIN IMPROVEMENTS 96 EA 30. CONSTRUCT 18' RCP STORM DRAIN ("D" LOAD PER PROFILE). LF --- 31 CONSTRUCT 30' RCP STORM DRAIN ("D" LOAD PER PROFILE). LF 175 32. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 (W AS SHOWN ON PLAN). EA 2 33. CONSTRUCT MANHOLE NO. 1 PER CITY STD. PL. 318. EA --- 34. CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. EA 1 CONSTRUCTION NOTES FOR STREET TREES 35. REMOVE EXISTING 24" RCP TO MANHOLE. EA --- Q 36.1 REMOVE BRICK AND MORTAR SEAL. EA 1 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PIANS. I 37. CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. Eq --- 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT WALL PER SEPARATE WALL PLAN DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. x 25' 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING VARIES 8' SIDEWALK VARIES DIVISION. 8' MIN., 12' MAX. 5' MIN., PAD ELEVATION 9' MAX. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. UNLESS OTHERWISE NOTED WALL PER SEPARATE WALL PLAN X cv � 1, 1' 3 MqX 2% 2 0% 2% x E:9 CV Q 3 TYPICAL PEDESTRIAN TRAIL SECTION L-L (NTS) 2' 12"x12" GRATE (NDS-1212) 12"x 12"x4" ADAPTER (NDS-1226) r- 47x5" REDUCER (NDS-307) SET INLET OF PIPE 0.5% MIN -� 112' ABOVE FL OF GUTTER 3' CAP a (NDS-306) 3" TEE 3' ABS ASTM-D 2751 (NDS-301) SDR-35 DRAIN PIPE DESCRIPTION OF REVISION DATE CITY APPROVED: AREA DRAIN INLET-OUTLET DETAIL 21 2 3 CITY OF RANCHO CUCAMONGA (NTS) STREET AND STORM DRAIN IMPROVEMENT PLANS FOR Q�OF ESS/pN VICTORIA ARBORS �`{ C. �< Fye ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, V) r" '2 m � Exp. 9-30--30-05 STREET TREES & DETAILS * cw_ TRACT NO. 16313 q�Fop CAL\F APPROVED BY DATE:�%� ' CITY ENGINEERRCE 0 24953 DESIGN ,. roe:F 17320 It* "'X A". RECOMMENDED CITY OF RANCHO CUCAMONGA S.N.350 F�' S BENCH MARK NUMBER 10051 R.P.P. u0k,CM kvim,CA"61A STANDARD PACIFIC HOME ELEVATION : 1300.686 F4NERS 94'_25'_"2' SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF DRAWN z SCHULTZ FAX: 9N-251-0516 SHEET INLAND EMPIRE DIVISION CUCAMONGA BM 10051 1987' AT THE NORTHWEST E.V.J. ENGINEERS SUR- RANCHO v E r o R s 2 OF- 6 2H Fast Rincon Street , Suite 200 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED DRAWING NO. Comma, Ca r)&rnta 92.979-1330 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END RCE NO 20596 Tel No. /909/ 972-8500 Jaz (. 09) ?72--8510 OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE 3 FILE NO I:\52526\IMPLANS\TR 16313\SIP02.dwg 7/17/03 PROJECT SHEET NO. OF i i t d -1270 _ 12"70 '�270 F 1 f OShi D SURFACE OVER i 1 C OF STORM DR41N f1 6o SURFACE OVER 1 OF STORM DR41N i , A260 12"60 1260 _ llo Hcy. I i ._.� S-0.as32 j j� ► f { f 5 0127 8=0.0127 '. E .0127 I f �`� �� LAT. A-4.1" t 1 , .1250 -._ a 150 —. 4250 z iz g 1 ! 0mr267 j Q„r26 7 &„-267 V S. t v-5.48 V=5.48 ( _ CONST. CONST. CONST. ! ► 182 } 116.04 LF $5.82 LF PROFILE SCALES 30"RCP 30o RCP 30" RCP HO R I Z. 1"=40' D=1250 ' 01250 D-1250 VERT. 1"=4' fi { 1 C0NnP�,7W ro I�r� ro 3 LINE 'A-4' 4 5 PLAN SCALE p 6FG/W#C 1"=40' it 4 � G� 'K Z Q Q- ? ' a a W� Q• 21 21 i 1 i 21 00 o 'So `og o �i + d \\ W Zj �p 40' 20' 0 10' 20' 40' rn �\ t"=40' GRAPHIC SCALE I I I N N N I �'� ' C4� TRACT 16314 --z@- 2 TRACT 16314 L 70 , . ; 1 10+05.00 ST. STA 3 p� r Ce 82 W=10, V=8.0' I 31 ,�0 2� 3:1 14 Y 3:1. . - - .CT 16313-- -_ - I --—- m ,CT 16313 116.04' N2T27'18 E \ I �! 1R —y I - t1� Tt�- -T- -- 1 X 1 X_ 3.9X �► , UNE "A-4" fi Or, _ (n\\ 31 lQ\ I V 1� `L 22 - - - --- � _ ---- - - - - - - �V 22 - tX. 30 STORM DRAIN W Q . _ PER DRAWING 18330 4, R to a 1 �ti�o � i � - --- _� _- - L ���� ` d' ,��1 rr o 12 v .� Y3 1�1p. (� �- 0 W=8 '`��0�' �S� 23 ti�60 I N C4 \ PROJECT SHEET OF 64 `° .;� �\ I o �, \ + Z C4 C4 oo Q�O\� W I C) 0�1 ���I N 21 �� 1�� 30' 30' I 0 W=8' Q) �, m Q 2 O v o I I 21 12 18' I 18' 12 V V 3 �L CAL/STOGA PLACE PEDES TRIA N TRAIL SEE SHEET NO. 4 40' 20' 0 10' 20' 40' 1"=40' GRAPHIC SCALE CITY OF RANCHO CUCAMONGA STORM DRAIN PLAN FOR CONSTRUCTION NOTES Q�pF ESS lON LINE "A-4" & LAT. "A-4.1" ©0 CONSTRUCT CONCRETE SIDEWALK AND 4" MONOLITHIC CURB PER CITY STD. PL. 103 AND SECTION L-L ON THIS SHEET. STREET �VIPR VEMENT PLAN 21 INSTALL NDS NO. 1212 GRATE, NDS NO. 1226 ADAPTER, NDS NO. 307 REDUCER do NDS N0. 301 TEE PER DETAIL THIS SHEET - N. - 0- �" m TRAM Exp. 9-30-05 ©2 INSTALL S ABS ASTM-D 2751 SDR-35 DRAIN PIPE PER DETAIL THIS SHEET s� CIV1� �P TRACT NO. 16313 q�F� CA��F� 23 CURB CORE FOR T DRAIN PIPE PER DETAIL THIS SHEET APPROVED BY DATE: ,% CONSTRUCT 30' RCP STORM DRAIN D LOAD PER PROFILE). CITY ENGINEER ' �` ����'" � � G ��-� � RCE No 24953 31 (" ) 3© CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. N0. 300. CITY OF RANCHO CUCAMONGA DESIGN 3 Mo..E ,,,�E„�,A� RECOMM DED 34 CONSTRUCT TRANSITION STRUCTURE NO.3 PER CITY STD. NO. 336. BENCH MARK NUMBER 10051 R.P.P. _ Sufh 550 i D O K I C w kviwe,CA 92614 01 36 REMOVE BRICK AND MORTAL SEAL. ELEVATION : 1300.686 DRAWN � s 1 1 11 N; - FAX: 949 251-0541 SHEET SET 2" BRASS DISK IN CONC. CURB STAMPED CITY OF t S�N��*: FAx 949251-0516 O RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST E.V.J. P L A N NE R S ENGINEERS SURVEYORS 6 OF 6 CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 CHECKED20596 DRAWING NO. DESCRIPTION OF REVISION DATE Cin' MILES WEST OF ETIWANDA AVENUE, AT SOUTHERNLY END vCE NO APPROVED: OF CATCH BASIN 2 FT. NORTH OF BEGINING OF CURB. S.C.M. DATE u 7 C FILE NO _2- I:\52526\IMPLANS\TR 16313\SIP06.dwg 7111/03 PROJECT SHEET NO. OF