Loading...
HomeMy WebLinkAbout3491-7I � I # =47 2' F 40' ivC� l Oc 46.58 0; ( jfl`��o I, 140.95 F - I �% oo = 1: 8 --- -5�. -; -7b.47' 7b 4�' Itn -- I I I M I I 1 i I I , i o r` N oo j I " ��• o {`,�� � _' -) I I 10. C. I �N_0.72% I -_0p OF 0 N NLYURB 1. °° m ao _i (PROP? TOP PF j I o n ` f � I _ I � � � '� v h 0. 4 20. I ' ;oma o � �+� Q) r-, .0 C I boo' I I h oa 'tr _-_ Q) P1=46.11 I o to 50' I (Z) Co b�_o PREP. ITS-�� I -- N �► o cl I I i f PkOP.I FS; + - - o I 1 4 I , I , -� ► 1555' 3 -._0 3 5 -; L= 2.56.--� I OC m - 1 + i' I ii A OC i 1 ( i I I o -!- CCA _::I T_/r/ 911 _- co Ln 0 -VC L=54.98' + '-W �t o ' I P1=55.83 OC m y �,^ o,'i o _j N%OIWW jj I ^ rn o �- ao - ao J �r i ( I I I I I I L 39127'1 o . " I o}r�cp i+ o ya 1.�=� I i O.C. oU b _ 4 _ �.-j W SLY- !/R� 1 92% ho rn /`yV - - � o.b4 2o.b4 �o N j rl v e} _. I --PR STOP {)F I i I • • �u 2 n 1- S'L CURB' I I i 00 °c�= 1 15 .0 -' i b.4 4' -1545 �-- i I , 1555'- o 0 1 555 ".� � -140.95 O.C. " �_ SUN EA71: A YI I _I _l_ [DR0FILELO .12 �; -- L HORP7 '= 401i j j + So'c ^ I I I ( I I VERT o P1=55.86 i I- TT I 10+00 11 +00 12+00 PLAN 1"= 40' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SCALE: 1 " = 20' SCALE IN FEET 0 40 80 120 160 L YTLE CREEK ROAD 26 � A 6 � 61 0 60 ° 8 - -_ __= -- - --- _ - m 57 CO 66 65 11 64 63 62 W CA � . MOUNT LEWIS LANE .�- w o •� m v+ p 1 m 1 SEE SHEET 2 OF 9 _ c�� Ism I� `Os o W G� `1' ~ �k�V°0VZuC� _� n �G ! �r6, - ,�) m d V� V c±� coo �N � v � QD c� � 12 ") �0 (Z) � ' 2 oil \ �z6, >� / + Q Q Q w �o�oo tlrn10 v- LO��o�^LLJ ^vef I `\ �661� `��.'c' l� 1+52 9 25 �� 40 �� 5 �, ' ►� 6 I Q W I I I I o �� o o o m �) 16 p6 I� ,rte 1 0 L OF cl a 5h k9 - "' - - ^ 2 'D G� �) o 10+5 - ,r - 5 �G C ,�2 59 ao ° 1.50% vl 0Oo�^� NA �I J. RT. OF c ° �r,�� ��� s� 1 a W W W 10+64.5 IS6' s 0 _ - ST. LIGHT J ^V. ^ N N -G �s �,�. c' �0. > k 0 ROP. 8" WATER N `L 9 0 0 11 w o0 1.0 RT. F cl j> a, 8� MARN/E PL F� h - N 89' 4T 25* _W 1 �j9 5 h . 6 �� J Ti 11 et 1I1 13 - �" - ° �. •s 10+00.0o cl lNr. 6' � � 14 0 o N f X66 �' �� _ 'S °' 9 S PRO. 8" SEWER- �. S _j cn ( o A 10+76.99 0 �' 1 +76.99 15+ 10.29 BALD EAGLE DR g ��, 4 k �9 2 "� g g9' 06 C 'hh 5F 9 aE` r; w 4 I 1.0 RT. F cl 6 Fv s • 13.0 I LF. OF cl 24 0 �, 9 J G �? E 17 Nr° 1�g 1 F51 �� F / 5 h 24.1 I� w m n I I Iro I .3 °` `� '�> '�� o I v .-, z °p 58 i No. 36637 L 73 �� k� , �w W' - e N89'47 5" J 1 0 ar _ rr 0 c� 5 i n c3 : C 7ii�1(� I I 4 1 >� k� F5 �� 0 �' oo J k6 V V r-\�' `� C, h �� I WI�1 I 1 N © 4 W �� c�-�,s,`' °��100 0�0 ( , h 11 r i m� `ter r� GAS E� f�z � � ir> • 6�� g ,y F 5. 20 20 .5 � Q ' I o �x6' 11 +09 99 n,'T ��' I �� o 111 +09.99 5.5' 25. ^ 58 V ✓ u! ^ I 9�- �� ,� } 23 51 52 53 54 55 56 57 to / - x pQp o c 6.0 RT. F cl I c„ ,r>�, I 0 LF. OF cl 5b -- - 1 i� A A w ( k I O O / ,7 2X !�, 11 r°° co �o `6;� d' o d 'f' 11 + 99 ,r `�' 11 +25.99 BALD EAGLE DR/VE _ - I� o� ,* It �' of F?ii�7RD ( a�nt.NGS HAVr BEEtil 4' 34 o `r °j vo <i o; �i 18 �' 6.0 RST OF ��', 6. LF. OF cl SEE SHEET 5 OF 9 MA RNIE PLACE T "� n A °� O ao V o ^ �+ 8 PART C rr [,q IS Or' i �F`(1Rr,At?T!i).•� CO 4 ILt �? AND r 12 22'� 2' 11 1 �� ���d v ���,fl ° O ^ O A ^ U \ I UF�NIS'.^ Ry O Hr'FS. THE ENGINEER �NILL NOT 6E + ^ n ^ \ �� r'� r�, o nEspONS'RLE FOR ANY ERRORS OR OMISSIONS WHICH cp O .�O f� •� 1� I o ^ ,� o �6, ,<. f0 INSTALL STREET NAME SIGN PER CITY STD. NO. 139. ' HAVE BEEN INCORPO^yATED INTO THE DOCUMENTS AS m ,, _ _ _ s CONS TRUC T/ON NOTES O L YTLE CREEK ROAD v 73 � BREWER LANE 1 REsuLT TI3PFOr m � d '`if' p Ol CONSTRUCT 4" AC PAVEMENT (M/N.) OVER 12" COMPACTED NAT/VE 11 INSTALL STREET LIGHT KING LUMINAIRE # K118R-EAR-11-70 (MOG�-..-- SEE DWG. No. 3399 SEE SHEET 2 OF 9 ° - - HPS-120-K14-PR-HSS-TSS-SCE (HEIGHT=14.5) N07F SEE SHEET 2 OF 9 `r .+- ° MATERIAL (SEE GENERAL NOTES 31 & 32). SUNDAY PEAK WAY O2 CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. 13 CONSTRUCT 4.5" COMPACTED TO 9AC PAVEMENT (MIN) OVER 12" NATIVE MATERIAL DRIVEWAY LOCATIONS SHOWN HEREON ARE APPROXIMATE FINAL DRIVEWAY LOCATIONS R012 W I O4 CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. 12 CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON SHEET 9. AND WIDTHS SHOULD BE TAKEN FROM THE LLJAPPROVED PRECISE GRADING PLAN FOR R, � o W � O5 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN N0. 1015. 14 CONSTRUCT 8" CF P.C.C. CURB ONLY PER CITY STD. PLAN N0. 1003. THIS TRACT. Lw 'Q j -4 O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO.102 15 SAW -CUT AND REMOVE EXIST A.C. BERM; REMOVE EXIST. BARRICADE. - (W=16' UNLESS OTHERWISE NOTED). BENCHMARK.* BASIS A� BEARINGS - C4 3;a SUNDAY PEAK WAY ° , O7 CONSTRUCT LOCAL DEPRESS/ON PER A.P.W.A. STD. PLAN 313-1, CASE A OR / 8-17 MEDIAN DETAIL ,S` CASE B, AS SHOWN ON THE PLAN. CALTRANS BENCHMARK8-17. A THE &1S/S OF BEARINGS FOR THIS MAP BRASS CAP IN THE COACRETF BASE OF IS THE CL OF LYTI,E REEK RD CURVE DELTA/ BERING LENGTH/ D/STANCE RAD/US TANGENT A 90' 00' 00" 47.12' 30.00' 30.00' © 90-00,00- 39.27' 25.00' 25.00' © 16' 15' 37" 31.78' 112.00' 16.00' OD 212' 31 ' 13" 140.95' 38.00' 130.29' OE N 73 5658" E 50.00' OF N 73'31 '48' W 50.00' © 24' 10' 39" 11.39' 27.00' 5.78' H 24' 10' 39" 12.66' 30.00' 6.42' Ol 142' 08' 11" 22. 33' 9.00' 26.24' O 37' 51' 49" 6.61' 10.00' 3.43' OK 180' 00' 00' 21.99" 7.00' - © 180' 00' 00' 18.85' 6.00' - Z �O 5 6 6' 5' v O8 CONSTRUCT CURB OPENING CATCH BASIN PER A.P. W.A. STD. PLAN THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 ON #000 307-1, "W" PER PLAN. 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY FILED IN ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY OF SIERRA RD., 2.6� M/ WEST R.S.B. 111 99-103 STD. NOS. 109 & 130. aEVA7/AN.• 1428,609 V V REV REVISION DESCRIP710N DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CII �+/�y 0FR N/14NA CALFOWAMAW!� 7W ORME OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��PR '- /` q�F M�4DOIAADTE$ PRI VA TE S TREE /MPRO VEMENT PLANS o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE w 3 No. 36637 c m 6o CHURCH STREET E 07 DRAWN BYTRACT NO. 16427-1 & 16427-2 SCALE X 10 I C U S E STE. 1 MA KS AS SHOWN \` DIAL T*V *VRKiNG CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp: 06-30-04 * RANCHO o°s�o948 311 91730 DEYGNED BY MARNI PLACE & DATE:• to CATCH BASIN #� �OUDD G a4 YS YOU DIG ��I C/ O���Q EF SND Y P K WAY AUGUST 2003 N LOCAL DEPRESSION DETAIL LCASE B THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN FOFCAL\F Date Jt, , CHECKED BY PPR BY. DRAWING NO.: TOLL FREE 1-800-227-2600 RCE 36637 EXP. 06-30-04 '�f- 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EFFECT. 7 RE�•�WG• II�►3�.1 GB CITY ENGINEER R.C.E. 51152 DATE 3 3�d91 WENDELL L. IWATSURU L . G 9 Z J:\126-1751\TR16427-1\Streets\ST07.dwa. 12/17/2003 01:20:42 PM. DM