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HomeMy WebLinkAbout3372-2t : � - k , TRANS. _ � k _ r 3 y _ _ .. 13 6 5 LT 3 . < H . - 1360 LT ;TAN. =GRADE _ r_ 135 g.. , g t 30 1 6 _ n _ < c dS CF_ TO x , aw - - _ 360 RT , r - , PROFILE SCALES HORI Z. 1 =40 VERT 1 =A b A g .. _.... _. .,. F o_ «wm.wv..a«u,.��rc>wmirow .��.+ew mrs.rams<rem su.. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SULTANA AVENUE 14 14w 14 14 w 14 W 14 SEE SHEET 3C) U 14 m 14 14 14 o � 00 00 � m � 3 50 m cco � o"'o c� r; ,. M o N o _ rn o05 o _to zo 25' 25' Qp LO 'CO 44 + +14 r t: _o's CPO' o a- 3, LO -� c s i \ 10 6 �; v �� LINE OF SIGHT 3., . r _ 4 2,� _ L=6.00' LIMITED ' N � ' ' r� k � _ � � � 1<� � �. _ ., _� � �... �.�-29.0 ) r ___. ,t :.ayUSE' AREA � �o ccx , 3 �,, i N .. _ °�. ., �� � -''9 13 _� ,, o ti PROP w ;> 134+79.0$ EC -o R/W _ N 19 5 ���� t _ � a q INT. 10+0,000 JOLIET COURT ` I 13 �. 3 _ . T c v, 1 _ co S � a } 3 �'S 2.$5'. L=52� L-`55.01 — = STA.34+36.03 SULTANA AVENUE I �, ..' 9 12 1 %I _ L=5.08_ L — — — — — _-39 ; — — — ,: �O. � m L 34 _ 1Q j = — 37.88 L 55.02 — -- O 3. ryY 6F • " e _ . t fUi� Q4TC- C 5 62.1 OFCo 4 ; 62' 41 FL ,?� `� -� W � 1 61.40FL 4 1 +00 F I 1 15+00 oi' \ v' x , 12 .34FL 1 11 +00 4 0.74FL 5 C 12+ 0 89°59 21 ,EI _ o DWY. ' ' '. � s i _ t 4 v;� un 4 ' 40FL 1 _ 1 U. FL 4 3 1 r _ 6210FL 5 1 _ 5 .93FL 6 74rL 6TC r F Y Z _9E NLLJ N M 10p c ao "' J4 p p / _ r33+93.05 BCP-- PR00OP. m �� _, �' 13 PROP. R/W LIMITED 3 ". a. ;r W . f =33.03 k 23 USE AREA j A �« � � 00 t 33 I LINE OF SIGHT 22 9 18 17 16 :iI'L15.89 -. N �'� � .�wt�� 2 Ty. 20 ����- ' w r o r a A 1. c� a ` O _. � a �� �� Lo 0 14 �r R i k ri d- p y p 14 cl�'S t.(•)� + m L - w, + 0 O + X14 co 14 �` I' I4 14> 14 + _� Ni x: c� 14 v c� SULTANA AVENUE 14 �4 14 13 14 14 14 m SEE SHEET 3 CURVE DATA r DELTA RADIUS LENGTH TANGENT T) F 1 OA 90°04'00" 25.00' 39.30' 25.03' CONSTRUCTION NOTES J 0 16. COUJA 89.56'00" 25.00' 39.24' 24.97' © 3'46'24" 1982.00' 130.53' 65.29' 11 CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003 ROFfSs� rr rr Q 3°4624 2000.00' 131.71' 65.88' 22 CONSTRUCT X—GUTTER PER STD. PLAN NO. 105 (MODIFIED, W=8') �V ON RECORD DRAWING O 3� CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 Q4' 1 A. Underground Service Alert O4 --CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 _1 �/ i__ E/ 3'46'24" 2018.00' 132.90' 66.47' BEV ORE YAG Call: TOLL FREE O --CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL LU 25917 Z m OF 5°19'14" 1518.00' 140.96' 70.53' ° 99 INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 EXPIRES VP n n n zo , ° , n 1 , , 1-800 10 CONSTRUCT 6 TO 8 C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) # 12/31/09 © 5°19 14 1500.00 139.29 69.70 227-2600 12 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139) SCALE: 1" = 40' / 310NATURE 13 INSTALL 5800 LUMEN H.P.S.V 7, 25' HIGH STREET LIGHT PER STD. PLAN NO. 1016 �' OH 5'19'14" 1482.00' 137.62' 68.86' TWO WORKING DAYS 14 CONSTRUCT DRIVEWAY PER STD. DETAIL NO. 102 BEFORE YOU DIG of CAUL` DATE ID 16`23'21" 107.00' 30.61' 15.41' 0 20' 40' 80' 120' 160' .1 212°46'43" 38.00' 141.12' OWNER / DEVELOPER: BENCHMARK: SEAL—ENGINEER CSL ENGINEERING INC. CITY OF FONTANA, CALIFORNIA CITY B. I. No. 361 M= 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS E W E S T QROFESS NOT CO����MEF�CE !"WITHIN T�!O YEARS OF THE DATE OF FO a A. s�ql 11651 STERLING AVENUE, SUITE E RIVERSIDE CALIFORNIA 92503 DRAWM BY: SCALE: NAIL IN POLE #1536697E APPROVAL SHOWN HEREON AND CARRIED FORTH INA ,� 9�2 �, ' STREET IMPROVEMENT PLAN (909) 785-5122 * FAX 909 785-5180 SE 1 =40 PROPERTIES S.W. CORNER SULTANA &BASELINE DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE w � m REVISIONS TO THE PLANS TO BRING TH3.1 INTO . 2 12/33171 /05 DESIGNED BY: TRACT 6380 - Exp. DATE: * 369 SAN MIGUEL DRIVE, SUITE 375—A CONFORMANCE WITH CONDITIONS AND STANDARDS IN s * PREPARED BY: R.C.E. N0. 25917 SE OLIFT T NOV., 2002 NEWP(949)0RT 640B 6420 C* 9 AX � (949) 640-6484 MARK ABY $pq E� �� Ric°QDJ��I �✓�N6 �� A R. DT10ATE E EFFECT. gTF OF ICA1�1F�\P EXP. 12/31765TCHECKED B APPRO / DWG. N0. SHEET REVISIONS DATE: REVISIONS Q� JJL G ENGINEER CITY RICHARD A. SCIANNI ""`1 TY ENGINEER: RICARDO SANDOVAL, R.C.E. 61152 3372 2 OF 3 : k , r SULTANA AVENUE 14 14w 14 14 w 14 W 14 SEE SHEET 3C) U 14 m 14 14 14 o � 00 00 � m � 3 50 m cco � o"'o c� r; ,. M o N o _ rn o05 o _to zo 25' 25' Qp LO 'CO 44 + +14 r t: _o's CPO' o a- 3, LO -� c s i \ 10 6 �; v �� LINE OF SIGHT 3., . r _ 4 2,� _ L=6.00' LIMITED ' N � ' ' r� k � _ � � � 1<� � �. _ ., _� � �... �.�-29.0 ) r ___. ,t :.ayUSE' AREA � �o ccx , 3 �,, i N .. _ °�. ., �� � -''9 13 _� ,, o ti PROP w ;> 134+79.0$ EC -o R/W _ N 19 5 ���� t _ � a q INT. 10+0,000 JOLIET COURT ` I 13 �. 3 _ . T c v, 1 _ co S � a } 3 �'S 2.$5'. L=52� L-`55.01 — = STA.34+36.03 SULTANA AVENUE I �, ..' 9 12 1 %I _ L=5.08_ L — — — — — _-39 ; — — — ,: �O. � m L 34 _ 1Q j = — 37.88 L 55.02 — -- O 3. ryY 6F • " e _ . t fUi� Q4TC- C 5 62.1 OFCo 4 ; 62' 41 FL ,?� `� -� W � 1 61.40FL 4 1 +00 F I 1 15+00 oi' \ v' x , 12 .34FL 1 11 +00 4 0.74FL 5 C 12+ 0 89°59 21 ,EI _ o DWY. ' ' '. � s i _ t 4 v;� un 4 ' 40FL 1 _ 1 U. FL 4 3 1 r _ 6210FL 5 1 _ 5 .93FL 6 74rL 6TC r F Y Z _9E NLLJ N M 10p c ao "' J4 p p / _ r33+93.05 BCP-- PR00OP. m �� _, �' 13 PROP. R/W LIMITED 3 ". a. ;r W . f =33.03 k 23 USE AREA j A �« � � 00 t 33 I LINE OF SIGHT 22 9 18 17 16 :iI'L15.89 -. N �'� � .�wt�� 2 Ty. 20 ����- ' w r o r a A 1. c� a ` O _. � a �� �� Lo 0 14 �r R i k ri d- p y p 14 cl�'S t.(•)� + m L - w, + 0 O + X14 co 14 �` I' I4 14> 14 + _� Ni x: c� 14 v c� SULTANA AVENUE 14 �4 14 13 14 14 14 m SEE SHEET 3 CURVE DATA r DELTA RADIUS LENGTH TANGENT T) F 1 OA 90°04'00" 25.00' 39.30' 25.03' CONSTRUCTION NOTES J 0 16. COUJA 89.56'00" 25.00' 39.24' 24.97' © 3'46'24" 1982.00' 130.53' 65.29' 11 CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003 ROFfSs� rr rr Q 3°4624 2000.00' 131.71' 65.88' 22 CONSTRUCT X—GUTTER PER STD. PLAN NO. 105 (MODIFIED, W=8') �V ON RECORD DRAWING O 3� CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 Q4' 1 A. Underground Service Alert O4 --CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 _1 �/ i__ E/ 3'46'24" 2018.00' 132.90' 66.47' BEV ORE YAG Call: TOLL FREE O --CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL LU 25917 Z m OF 5°19'14" 1518.00' 140.96' 70.53' ° 99 INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 EXPIRES VP n n n zo , ° , n 1 , , 1-800 10 CONSTRUCT 6 TO 8 C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) # 12/31/09 © 5°19 14 1500.00 139.29 69.70 227-2600 12 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139) SCALE: 1" = 40' / 310NATURE 13 INSTALL 5800 LUMEN H.P.S.V 7, 25' HIGH STREET LIGHT PER STD. PLAN NO. 1016 �' OH 5'19'14" 1482.00' 137.62' 68.86' TWO WORKING DAYS 14 CONSTRUCT DRIVEWAY PER STD. DETAIL NO. 102 BEFORE YOU DIG of CAUL` DATE ID 16`23'21" 107.00' 30.61' 15.41' 0 20' 40' 80' 120' 160' .1 212°46'43" 38.00' 141.12' OWNER / DEVELOPER: BENCHMARK: SEAL—ENGINEER CSL ENGINEERING INC. CITY OF FONTANA, CALIFORNIA CITY B. I. No. 361 M= 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS E W E S T QROFESS NOT CO����MEF�CE !"WITHIN T�!O YEARS OF THE DATE OF FO a A. s�ql 11651 STERLING AVENUE, SUITE E RIVERSIDE CALIFORNIA 92503 DRAWM BY: SCALE: NAIL IN POLE #1536697E APPROVAL SHOWN HEREON AND CARRIED FORTH INA ,� 9�2 �, ' STREET IMPROVEMENT PLAN (909) 785-5122 * FAX 909 785-5180 SE 1 =40 PROPERTIES S.W. CORNER SULTANA &BASELINE DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE w � m REVISIONS TO THE PLANS TO BRING TH3.1 INTO . 2 12/33171 /05 DESIGNED BY: TRACT 6380 - Exp. DATE: * 369 SAN MIGUEL DRIVE, SUITE 375—A CONFORMANCE WITH CONDITIONS AND STANDARDS IN s * PREPARED BY: R.C.E. N0. 25917 SE OLIFT T NOV., 2002 NEWP(949)0RT 640B 6420 C* 9 AX � (949) 640-6484 MARK ABY $pq E� �� Ric°QDJ��I �✓�N6 �� A R. DT10ATE E EFFECT. gTF OF ICA1�1F�\P EXP. 12/31765TCHECKED B APPRO / DWG. N0. SHEET REVISIONS DATE: REVISIONS Q� JJL G ENGINEER CITY RICHARD A. SCIANNI ""`1 TY ENGINEER: RICARDO SANDOVAL, R.C.E. 61152 3372 2 OF 3