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HomeMy WebLinkAbout5650-6SAN SEVAINE ROAD SEE SHEET 2 34' 22' 12' C:) Q m, i N N T o' N N ' r - o' - �6 NI A � Z 11 17 i 13 4 MN 10+00.00 CL LARKSTONE STREET= i N F,11+68.22 CL SAN SEVAINE R N 0 NN 9' ' mm -'101? TOLL FREE -qmwp-1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REDSTON E WAY SEE SHEET 5 64' 32' 32' 12'. 20' 1 20' . 12' 8" S DWG. NO. 5649 36" STORM DRAIN PER CITY DWG. NO. 5648 10+56.41 ECR 1439.89 TC \ BCR 1438.60 TC 11+69.22 CL LARKSTONE STREET= 10+00.00 CL REDSTONE WAY LARKSTONE STREET m 55 CURVE & 11 O 00 �Z rn Lo o'no V)r- �¢ 0 N N „� CN 8 35.37' - i 8" S DWG. NO. 5649 36" STORM DRAIN PER CITY DWG. NO. 5648 10+56.41 ECR 1439.89 TC \ BCR 1438.60 TC 11+69.22 CL LARKSTONE STREET= 10+00.00 CL REDSTONE WAY LARKSTONE STREET m 55 CURVE & m O 00 �Z rn Lo o'no V)r- �¢ 0 N N 35.00' CN 8 35.37' - i �Z 89'24'04" Nm 13 �� N 18'21'03" 89.04' 44.90' - i w 8" S DWG. NO. 5649 36" STORM DRAIN PER CITY DWG. NO. 5648 10+56.41 ECR 1439.89 TC \ BCR 1438.60 TC 11+69.22 CL LARKSTONE STREET= 10+00.00 CL REDSTONE WAY LARKSTONE STREET 54 AIR U Q O CURVE & � � O n LOCAL �Z o V)r- �¢ o 35.00' ui z 3 � M 35.37' - B 35.00' 89'24'04" It U - coo 34.64' - �� N 18'21'03" 89.04' 44.90' - c w 19'05'46" W Z w L+- LL T JZ J L� LL- 280.00' 14'25'05" f) 35.42' - G 25.00' N N O M 19.86' - H 25.00' M M r` N ^ O J 300.00' ^ p r- N c;c; K 300.00' 19'39'49" 102.96' 51.99' - 59 1451.73 TC REQUIRE REVISIONS TO THE PLANS TO N 54 AIR U Q O CURVE & � � O n LOCAL �Z o LENGTH �¢ o 35.00' ui z 3 � M 35.37' - B 35.00' 89'24'04" It U - coo 34.64' - C 278.00' 18'21'03" 89.04' 44.90' - c W 2 19'05'46" W Z w E 322.00' _ J co F 280.00' 14'25'05" 70.46' 35.42' - G 25.00' 76'55'34" H Q 19.86' - H 25.00' 97*46'57" 42.67' 8" WATER PER CITY OF FONTANA WATER 36" STORM DRAIN PER CITY DWG. NO. 5648 48 8" SEWER PER CITY DWG. NO. 5649 10+00.00 WELLSTONE WAY= LARKSTONE STREET E2 E CURVE & LINE TABLE n n LOCAL RADIUS DELTA LENGTH TANGENT BEARING A 35.00' 90'35'56" 55.34' 35.37' - B 35.00' 89'24'04" 54.61' 34.64' - C 278.00' 18'21'03" 89.04' 44.90' - D 320.00' 19'05'46" 106.65' 53.83' - E 322.00' 08'22'53" 47.10' 23.59' - F 280.00' 14'25'05" 70.46' 35.42' - G 25.00' 76'55'34" 33.57' 19.86' - H 25.00' 97*46'57" 42.67' 28.65' - J 300.00' 18'55'05" 99.06' 49.98' - K 300.00' 19'39'49" 102.96' 51.99' - E2 E E2 E2 cnLj- n n LOCAL DEPRESSION DETAIL n n CASE "C" , W=16' LL- LENGTH LO NTS 00' M 11M ENGR. CITY 0 SHOULD CONSTRUCTION OF REQUIRED 25.59' - C 25.00' 99'59'00" 43.63' wr D 25.00' 1 79'09'33" 1 E2 E E2 E2 LINE TABLE n n LOCAL DEPRESSION DETAIL n n CASE "C" , W=16' --t LENGTH ECR NTS 25.00' REV. REVISION DESCRIPTION ENGR. DATE CITY DATE SHOULD CONSTRUCTION OF REQUIRED 25.59' - C 25.00' 99'59'00" 43.63' wr D 25.00' 1 79'09'33" 1 32.79' 19.24' - 10 IMPROVEMENTS NOT COMMENCE WITHIN 8" SEWER PER CITY N DWG. NO. 5649 TWO YEARS OF THE DATE OF APPROVAL - (nP) BCR SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY /W 61 10 1S 60 g 59 1451.73 TC REQUIRE REVISIONS TO THE PLANS TO N © 13 13+40.76 WELLSTONE WAY= N 00'21' 2" 5 co BRING THEM INTO CONFORMANCE WITH 12+38.15 CAPSTONE STREET 10 co CONDITIONS AND STANDARDS IN EFFECT �ci� �M w+ c� LOCAL DEPRESSION DETAIL CASE "C" , W=16' NTS Prepared For: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 47 ion " W 0 Prepared By: o^ LINE TABLE LL- H LL- o --t LENGTH ECR I�! I 25.00' II CD 24.42' - B 25.00' 91'20'39" 39.86' 25.59' - C 47 ion " W 0 Prepared By: o^ LINE TABLE Q� O�q o K. l ALLARD ENGINEERING OF K. `a o --t LENGTH ECR I�! I 25.00' II 624 r LARKSTONE STREET SEE SHEET 9 WELLSTONE WAY CONSTRUCTION NOTES V ONSTRUCT 6" PCC CURB ONLY PER CITY STD. PLAN NO. 1000 ONSTRUCT 5.0" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32) 7 -CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 8�CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 ( -CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5' 10 ONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002, W=16' UNLESS NOTED OTHERWISE tADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003 18 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT) SEE PART NO. 10205809 PER CITY STD. 404 GPpS��N"��s 8 WELLSTONE WAY Prepared By: w LINE TABLE Q� O�q o K. l ALLARD ENGINEERING OF K. RADIUS DELTA LENGTH TANGENT BEARING A 25.00' 88'39'21 " 38.68' 24.42' - B 25.00' 91'20'39" 39.86' 25.59' - C 25.00' 99'59'00" 43.63' wr D 25.00' 1 79'09'33" 1 32.79' 19.24' - 10 8" SEWER PER CITY N DWG. NO. 5649 - (nP) BCR 9 /W 61 10 1S 60 g 59 1451.73 TC N © 13 13+40.76 WELLSTONE WAY= N 00'21' 2" 5 co 12+38.15 CAPSTONE STREET 10 co D ... 13 9 R W / 10 8" WATER PER CITY ECR 11 1453.30 (TYP) OF FONTANA WATER Of U `� 64 65 66 67 ^ 0 ±� WELLSTONE WAY CONSTRUCTION NOTES V ONSTRUCT 6" PCC CURB ONLY PER CITY STD. PLAN NO. 1000 ONSTRUCT 5.0" AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 & 32) 7 -CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000 8�CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403 ( -CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5' 10 ONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002, W=16' UNLESS NOTED OTHERWISE tADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003 18 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT) SEE PART NO. 10205809 PER CITY STD. 404 GPpS��N"��s 8 WELLSTONE WAY 40 BASIS OF BEARINGS: Prepared By: CURVE & LINE TABLE Q� O�q o K. l ALLARD ENGINEERING OF K. RADIUS DELTA LENGTH TANGENT BEARING A 25.00' 88'39'21 " 38.68' 24.42' - B 25.00' 91'20'39" 39.86' 25.59' - C 25.00' 99'59'00" 43.63' 29.79' - D 25.00' 1 79'09'33" 1 32.79' 19.24' - 40 BASIS OF BEARINGS: Prepared By: THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, Q� O�q o K. l ALLARD ENGINEERING OF K. R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, ��' ��� Ail F` Land Land 9 Z DRAWN BY: �� BEING: N 89'37 36 E Civil Engineering Surveying Planning �� O� 9 g - y g - g �a �? BENCHMARK: con 16866 Seville Avenue No. 85349m Fontana, California 92335 DBW/HM DESIGNED BY: DBW CALTRANS BENCHMARK #8-17 (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18 z BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED a1//IIee LC,E',L/.� �� 6 ? �Tq� Civl� P F CHECKED BY: 343 N/0 I-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT H. ALLARD, A.C.E. 85349 DA OF CALF RKA EL=1428.609 (expires 6/30/2018) IT- �0 GRAPHIC SCALE 20 40 80 160 (IN FEET) 1 INCH = 40 FT. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS G TRACT NO. 18987 SCALE: AS NOTED WELLSTONE WAY DATE: LARKS NE STREET October, 2017 APPR BY: DRAWING NO.: 6 �o "� • �? 5650 CITY ENGINEER R.C.E. 51152 11