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HomeMy WebLinkAbout3471-30-9� LINE TABLE LINE i _ S L 1 41.04 N75'44'40"E L2 50.00 S5826'1 71W L3 50.00 N88'47'00 "W 34'58'02" 320.00 195.29 0 vQ ` omi- , 17+44.34 BETH PAG =10+00.00 BROADMOOR I �^ I � � I 20 0 I BETy PAGE , 2 SEE SHT. DR. 11+00 ADN m� 2w 12+00 13+00 ml rift PLAN 1"= 40' 110+00 SCALE IN FEET U 99 BROADMOOR WAY x J V'A //'/ / / 10°� 12 27 10 00 i ti BETH PA GE I 10 err 12+00 BETH PAGE DRIVE v_ V' k "Nr-�- -F co 4.09 � w�f�2,X, T� 20 202 23.89. ' Tl� ` 12+29.07 BETH PAGE DR.- � =8+25.84 SILV� O LAKE WA F� ' 8' SWR �n 11 J 1 , 2 A/ l / �/ � � 74'4.9 38 3 8.80/ l/� , -12+29.07 BETH PAGE DR. I 6� x I , / u -8+23.84 SILVER LAKE WAY 9+00 10+00 AUGUSTA ER SWG x` 27�R' W HT' 7 v 8� UD Q cvL VAR � o o + � ^ � ' `>, �! QLq) �100Ld n00.00 /LALAKE wy SR KE LN. 118-+40 651 AUGUSTA DR. 13 ----------------- C14 2 N8 U;f:5j 0 ' C12 l 4, ' --4 o 6 Q- / o I 6� ' � I 28 N �// h 7 16 /l/ l / I 18' 1c�o�LQJ �ck- �V\ o �amrn 12 �J I '47' N I `C /J GLASS/ of rn + ^ z ,, / / SEE SH 2 ± o r< (��i Q) �-i I /P T ' / CONSTRUCTION NOTES v v / !/ // 1 CONSTRUCT 4" AC PAVEMENT MIN. OVER 12" OF 957 RELATIVE Y"q�j /f O COMPACTED NATIVE MATER/AL SEE GENERAL NOTES 31 & 32) O INSTALL STREET NAME SIGN PER CITY STD. N0. 139. 1� INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND PER CITY STD. PLAN NO. 139. ESSIO �s% / O CONSTRUCT 6" CF CURB &GUTTER PER CITY STD. PLAN N0. 1003. 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 STD. NOS. 109 & 130. q / O MODIFIED TO 10' WIDE SAWCUT &REMOVE CURB, GUTTER, AND AC PAVEMENT. SIL LAKE S> O5 '366CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 13 CONSTRUCT 5 1/4" A.C. PAVEMENT (M/N,) OVER 12" OF 957 RELATIVE COMPACTED - © CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. NATIVE MATERIAL. BENCH MARK: # 615 BASIS OF BEARINGS: O � �,,. - O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD PLAN NO 102/ RAlLRQ4D SPIKE AT lH CrlER5EC7)ON OF E EAST UNE OF SEMON 30, 70*WSHIP 1 WA Y TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT mwwry, RANG£ 5 wEST, Sr1N B£RNARDINO W = 16' UNLESS NOTED ON PLAN. CITRUS AVENUE AND LOS CEDROS WERIDAN, SHOWN AS N0027'43'W ON AVENU& IN POWER POLE NO. 9011E TRACT µ1P 15908 BLED IN BOOK 271, ® INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17) ON 7H£ EAST SIDE OF CITRUS AVENUE. PAGES 34 THROUGH 39, INCLUSIVE OF RECORDS OF SURVEY, RECORDS OF STN ELEVATION: # 1467.59 B£RNARDINO COUNTY. REV' REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of QRS PREPARED ONft HE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL tiMADM MD Amwimm, 0mc. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, T 0. 52183�N X' 10601 CHURCH STREET, STE.107 DRAWN BY Jv RANCHO CUCAMONGA, CA 91730 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAINS TO � Exp 9-30-05 P CIVI PHONE (909) 948-1311 DESIGNED BY - 1.1 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 'FOFCAI- Date CHEM BY STANDARDS IN EFFECT. RCE 62183 EXP. 5.30-06 M „ STREET PLAN TRACT 16099 & 16099-1 SCALE: BROADMOOR Y, SPY GLASS DATE AS SHOWN RT AND $fLV4R LAKE WAY 12-02-03 R BY: DRAWING NO.: 3 CITY ENGINEER R.C.E. 51152 DATE 3471 4 J:\826-1175\streets\st03.dwa. Plot. 12/04/2003 02:50:59 PM. fs LINE TABLE LINE LENGTH BEARING L 1 41.04 N75'44'40"E L2 50.00 S5826'1 71W L3 50.00 N88'47'00 "W 11+00 ADN m� 2w 12+00 13+00 ml rift PLAN 1"= 40' 110+00 SCALE IN FEET U 99 BROADMOOR WAY x J V'A //'/ / / 10°� 12 27 10 00 i ti BETH PA GE I 10 err 12+00 BETH PAGE DRIVE v_ V' k "Nr-�- -F co 4.09 � w�f�2,X, T� 20 202 23.89. ' Tl� ` 12+29.07 BETH PAGE DR.- � =8+25.84 SILV� O LAKE WA F� ' 8' SWR �n 11 J 1 , 2 A/ l / �/ � � 74'4.9 38 3 8.80/ l/� , -12+29.07 BETH PAGE DR. I 6� x I , / u -8+23.84 SILVER LAKE WAY 9+00 10+00 AUGUSTA ER SWG x` 27�R' W HT' 7 v 8� UD Q cvL VAR � o o + � ^ � ' `>, �! QLq) �100Ld n00.00 /LALAKE wy SR KE LN. 118-+40 651 AUGUSTA DR. 13 ----------------- C14 2 N8 U;f:5j 0 ' C12 l 4, ' --4 o 6 Q- / o I 6� ' � I 28 N �// h 7 16 /l/ l / I 18' 1c�o�LQJ �ck- �V\ o �amrn 12 �J I '47' N I `C /J GLASS/ of rn + ^ z ,, / / SEE SH 2 ± o r< (��i Q) �-i I /P T ' / CONSTRUCTION NOTES v v / !/ // 1 CONSTRUCT 4" AC PAVEMENT MIN. OVER 12" OF 957 RELATIVE Y"q�j /f O COMPACTED NATIVE MATER/AL SEE GENERAL NOTES 31 & 32) O INSTALL STREET NAME SIGN PER CITY STD. N0. 139. 1� INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND PER CITY STD. PLAN NO. 139. ESSIO �s% / O CONSTRUCT 6" CF CURB &GUTTER PER CITY STD. PLAN N0. 1003. 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 STD. NOS. 109 & 130. q / O MODIFIED TO 10' WIDE SAWCUT &REMOVE CURB, GUTTER, AND AC PAVEMENT. SIL LAKE S> O5 '366CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 13 CONSTRUCT 5 1/4" A.C. PAVEMENT (M/N,) OVER 12" OF 957 RELATIVE COMPACTED - © CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. NATIVE MATERIAL. BENCH MARK: # 615 BASIS OF BEARINGS: O � �,,. - O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD PLAN NO 102/ RAlLRQ4D SPIKE AT lH CrlER5EC7)ON OF E EAST UNE OF SEMON 30, 70*WSHIP 1 WA Y TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT mwwry, RANG£ 5 wEST, Sr1N B£RNARDINO W = 16' UNLESS NOTED ON PLAN. CITRUS AVENUE AND LOS CEDROS WERIDAN, SHOWN AS N0027'43'W ON AVENU& IN POWER POLE NO. 9011E TRACT µ1P 15908 BLED IN BOOK 271, ® INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17) ON 7H£ EAST SIDE OF CITRUS AVENUE. PAGES 34 THROUGH 39, INCLUSIVE OF RECORDS OF SURVEY, RECORDS OF STN ELEVATION: # 1467.59 B£RNARDINO COUNTY. REV' REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of QRS PREPARED ONft HE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL tiMADM MD Amwimm, 0mc. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, T 0. 52183�N X' 10601 CHURCH STREET, STE.107 DRAWN BY Jv RANCHO CUCAMONGA, CA 91730 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAINS TO � Exp 9-30-05 P CIVI PHONE (909) 948-1311 DESIGNED BY - 1.1 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 'FOFCAI- Date CHEM BY STANDARDS IN EFFECT. RCE 62183 EXP. 5.30-06 M „ STREET PLAN TRACT 16099 & 16099-1 SCALE: BROADMOOR Y, SPY GLASS DATE AS SHOWN RT AND $fLV4R LAKE WAY 12-02-03 R BY: DRAWING NO.: 3 CITY ENGINEER R.C.E. 51152 DATE 3471 4 J:\826-1175\streets\st03.dwa. Plot. 12/04/2003 02:50:59 PM. fs CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 10' 1634 " 107.00 19.19 9.62 C2 34'58'02" 320.00 195.29 100.80 C3 92'45'12" 35.00 56.66 36.72 C4 34'58'02" 280.00 170.88 88.20 C5 912632" 35.00 55.86 35.89 C6 3458'02" 300.00 183.09 94.50 C7 16'2322" 107.00 30.61 15.41 C8 212'4643" 38.00 141.12 129.20 C9 167322" 107.00 30.61 15.41 C10 648'15" 320.00 38.00 19.02 C11 84'4233" 35.00 51.75 31.91 C12 6'48'15" 280.00 33.25 16.64 C 13 88'5821 " 35.00 54.35 34.38 C 14 6'48'15" 300.00 35.63 17.83 11+00 ADN m� 2w 12+00 13+00 ml rift PLAN 1"= 40' 110+00 SCALE IN FEET U 99 BROADMOOR WAY x J V'A //'/ / / 10°� 12 27 10 00 i ti BETH PA GE I 10 err 12+00 BETH PAGE DRIVE v_ V' k "Nr-�- -F co 4.09 � w�f�2,X, T� 20 202 23.89. ' Tl� ` 12+29.07 BETH PAGE DR.- � =8+25.84 SILV� O LAKE WA F� ' 8' SWR �n 11 J 1 , 2 A/ l / �/ � � 74'4.9 38 3 8.80/ l/� , -12+29.07 BETH PAGE DR. I 6� x I , / u -8+23.84 SILVER LAKE WAY 9+00 10+00 AUGUSTA ER SWG x` 27�R' W HT' 7 v 8� UD Q cvL VAR � o o + � ^ � ' `>, �! QLq) �100Ld n00.00 /LALAKE wy SR KE LN. 118-+40 651 AUGUSTA DR. 13 ----------------- C14 2 N8 U;f:5j 0 ' C12 l 4, ' --4 o 6 Q- / o I 6� ' � I 28 N �// h 7 16 /l/ l / I 18' 1c�o�LQJ �ck- �V\ o �amrn 12 �J I '47' N I `C /J GLASS/ of rn + ^ z ,, / / SEE SH 2 ± o r< (��i Q) �-i I /P T ' / CONSTRUCTION NOTES v v / !/ // 1 CONSTRUCT 4" AC PAVEMENT MIN. OVER 12" OF 957 RELATIVE Y"q�j /f O COMPACTED NATIVE MATER/AL SEE GENERAL NOTES 31 & 32) O INSTALL STREET NAME SIGN PER CITY STD. N0. 139. 1� INSTALL R1 STOP SIGN W/ LIMIT LINE & "STOP" LEGEND PER CITY STD. PLAN NO. 139. ESSIO �s% / O CONSTRUCT 6" CF CURB &GUTTER PER CITY STD. PLAN N0. 1003. 11 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. PLAN NO. 105 STD. NOS. 109 & 130. q / O MODIFIED TO 10' WIDE SAWCUT &REMOVE CURB, GUTTER, AND AC PAVEMENT. SIL LAKE S> O5 '366CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 13 CONSTRUCT 5 1/4" A.C. PAVEMENT (M/N,) OVER 12" OF 957 RELATIVE COMPACTED - © CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. NATIVE MATERIAL. BENCH MARK: # 615 BASIS OF BEARINGS: O � �,,. - O7 CONSTRUCT DRIVEWAY APPROACH PER CITY STD PLAN NO 102/ RAlLRQ4D SPIKE AT lH CrlER5EC7)ON OF E EAST UNE OF SEMON 30, 70*WSHIP 1 WA Y TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT mwwry, RANG£ 5 wEST, Sr1N B£RNARDINO W = 16' UNLESS NOTED ON PLAN. CITRUS AVENUE AND LOS CEDROS WERIDAN, SHOWN AS N0027'43'W ON AVENU& IN POWER POLE NO. 9011E TRACT µ1P 15908 BLED IN BOOK 271, ® INSTALL STREET LIGHT 5800 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 17) ON 7H£ EAST SIDE OF CITRUS AVENUE. PAGES 34 THROUGH 39, INCLUSIVE OF RECORDS OF SURVEY, RECORDS OF STN ELEVATION: # 1467.59 B£RNARDINO COUNTY. REV' REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of QRS PREPARED ONft HE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL tiMADM MD Amwimm, 0mc. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, T 0. 52183�N X' 10601 CHURCH STREET, STE.107 DRAWN BY Jv RANCHO CUCAMONGA, CA 91730 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAINS TO � Exp 9-30-05 P CIVI PHONE (909) 948-1311 DESIGNED BY - 1.1 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 'FOFCAI- Date CHEM BY STANDARDS IN EFFECT. RCE 62183 EXP. 5.30-06 M „ STREET PLAN TRACT 16099 & 16099-1 SCALE: BROADMOOR Y, SPY GLASS DATE AS SHOWN RT AND $fLV4R LAKE WAY 12-02-03 R BY: DRAWING NO.: 3 CITY ENGINEER R.C.E. 51152 DATE 3471 4 J:\826-1175\streets\st03.dwa. Plot. 12/04/2003 02:50:59 PM. fs