Loading...
HomeMy WebLinkAbout5117-3i Ii W'LY 14+00 20.80 - i } — CURVE D # 15.74'•' I { I --�-. t ♦Z :-_ co -f----- • in -4 ; -� } • i I I i i • ! } B i 60--PROPOSED DDC PER SEPARATE PLAN 13.34 cl A59'34'41 j 20.00 7� CONSTRUCT AIODIFlm DRIVEWAY PER DETAIL ON SHEEP 2 AND CITY STD. 1001 D i - t 1 8�-- CONSTRUCT 5' WIDE SIDEWALK PERCf1Y STD. 1006 • � CONSTRUCT SIDEWALK AROUND ORSiRllCil(NJS PER DFTmi OtJ SHEET 7 LI ;1-7 GRIND AND OVERLAY. WIDTH PER PIAN fi i I , 1 I f} !r 4 } + } . f W'LY 14+00 15+00 16+00 20.80 - i } — CURVE D # 15.74'•' I { I --�-. t ♦Z :-_ co -f----- • in -4 ; -� } • i I I i i • ! C] B i 60--PROPOSED DDC PER SEPARATE PLAN 13.34 cl A59'34'41 j 20.00 7� CONSTRUCT AIODIFlm DRIVEWAY PER DETAIL ON SHEEP 2 AND CITY STD. 1001 D i - t 1 8�-- CONSTRUCT 5' WIDE SIDEWALK PERCf1Y STD. 1006 • � CONSTRUCT SIDEWALK AROUND ORSiRllCil(NJS PER DFTmi OtJ SHEET 7 LI ;1-7 GRIND AND OVERLAY. WIDTH PER PIAN fi i I , 1 I f} !r 4 } } . f } OD i 006's t O° = i 9 v z I DXIST I P L Q F i + 15+00 16+00 17+00 + 20.80 - i } — CURVE D # 15.74'•' I { I --�-. t ♦Z :-_ co -f----- • in -4 ; -� } • i I I i i • ! C] B i 60--PROPOSED DDC PER SEPARATE PLAN 13.34 cl A59'34'41 j 20.00 7� CONSTRUCT AIODIFlm DRIVEWAY PER DETAIL ON SHEEP 2 AND CITY STD. 1001 D i - t 1 8�-- CONSTRUCT 5' WIDE SIDEWALK PERCf1Y STD. 1006 it j � CONSTRUCT SIDEWALK AROUND ORSiRllCil(NJS PER DFTmi OtJ SHEET 7 LI ;1-7 GRIND AND OVERLAY. WIDTH PER PIAN fi i I , 17+00 + 20.80 - i } — CURVE D # 15.74'•' I { I --�-. t ♦Z :-_ co -f----- • in -4 ; -� } • i I I i i • ! C] -t 20.80 - i } — CURVE D N r 15.74'•' I { I --�-. t ♦Z :-_ co -f----- • in -4 ; -� t# r B (VERIFY WITH SOILS REPORT) 60--PROPOSED DDC PER SEPARATE PLAN 13.34 cl A59'34'41 j 20.00 7� CONSTRUCT AIODIFlm DRIVEWAY PER DETAIL ON SHEEP 2 AND CITY STD. 1001 D A5T35'55" CONSTRUCT 4' PCC SIDEWALK IMPROVEMENTS 8�-- CONSTRUCT 5' WIDE SIDEWALK PERCf1Y STD. 1006 . � CONSTRUCT SIDEWALK AROUND ORSiRllCil(NJS PER DFTmi OtJ SHEET 7 V Z Z Z7= GRIND AND OVERLAY. WIDTH PER PIAN fi i I , I f} !r 4 # i . 20+00 m 1� O-4 Iv O OD v c 006's � O° = f 9 v z 1 DXIST I P L Q 135 -am -Tr 1w, t i r + i i =fir --1 i I I Mme.. # 4 } y s ii t z j t i i s i • } t t t 20.80' 1 CURVE C } ! t } _15.73'L P.071 I } 1c6 1} 1 } f # i 1 } 4- (^ t r #!�c° r- �_ o i i I o ►' o coot/ 1 d oo dim. C>. i + i {=` `_19+00 } 20.80 - i } — CURVE D N r 15.74'•' I { I --�-. t ♦Z :-_ co -f----- • in -4 ; -� t# r B (VERIFY WITH SOILS REPORT) 60--PROPOSED DDC PER SEPARATE PLAN 13.34 cl A59'34'41 j 20.00 7� CONSTRUCT AIODIFlm DRIVEWAY PER DETAIL ON SHEEP 2 AND CITY STD. 1001 D A5T35'55" CONSTRUCT 4' PCC SIDEWALK IMPROVEMENTS 8�-- CONSTRUCT 5' WIDE SIDEWALK PERCf1Y STD. 1006 . � CONSTRUCT SIDEWALK AROUND ORSiRllCil(NJS PER DFTmi OtJ SHEET 7 V Z Z Z7= GRIND AND OVERLAY. WIDTH PER PIAN , !r t t t 20.80' 1 CURVE C } ! t } _15.73'L P.071 I } 1c6 1} 1 } f # i 1 } 4- (^ t r #!�c° r- �_ o i i I o ►' o coot/ 1 d oo dim. C>. i + i {=` `_19+00 } 20.80 - i } — CURVE D N r 15.74'•' I { I --�-. t ♦Z :-_ co -f----- • in -4 ; -� } i B (VERIFY WITH SOILS REPORT) 60--PROPOSED DDC PER SEPARATE PLAN 13.34 cl A59'34'41 j 20.00 7� CONSTRUCT AIODIFlm DRIVEWAY PER DETAIL ON SHEEP 2 AND CITY STD. 1001 D A5T35'55" CONSTRUCT 4' PCC SIDEWALK IMPROVEMENTS 8�-- CONSTRUCT 5' WIDE SIDEWALK PERCf1Y STD. 1006 . � CONSTRUCT SIDEWALK AROUND ORSiRllCil(NJS PER DFTmi OtJ SHEET 7 V Z Z Z7= GRIND AND OVERLAY. WIDTH PER PIAN + �' cr, U "' "' (TYPICAL) V t- V '� a o 01 V �* 20.00' �-- w o ,? o c%j' - , oN F _ � ��- �. �� v 9 �'• �' " w ~ w 20.00 20 00 V 20.00 o C4 Wo ` �> �M o N N off) �3 � L"Z L6 w c %9> , `� �9 6 o o rn W i9 ori amo � p a°°o co ! W V � V _ o ari .r >�9 r cn cn - O O ''� ri cd cv \ P_ cm ao 00 N om N Q k6' + \a, �ci w ,ri w#ri + O + w z z + �9 + g + cp w 9 + o ♦co f� I� O , m w n n ^ m co co N 33 ^ 9 ^ > F- co co T N co co 9 rn 9 1.4 t St7i 3 \ .. N ` 33 N o 9 rn W 3 I O 0 ��(iQ� Q) N 1n In (n � -p r- N iv �-- (/� t� tf f� N r- Q dmQ • - / �J I J \G'(R✓\ i cC cC� ^12 W in N pp1Ni.. c6 E2 �� O�o D Cid nW OLNi O 8 J �F 8 �� g9 _ vs 974.89 8 _ c, �, z rn \ J o0 0o — r -- 81.79 -.A. FS Y W • .-. ,,. •...., :. , d ~: ::' ,� \�` , �� �n v� a� 3 3 rn c, c ; . v� -, c, 3 a� a� ;= `. ; c.r 1: � ; ; • ` •- FS —�- —c-� -�— :— — — — •— — _ -� — : — — : - _ — — _ .->7_ _-1-_ - _ -_ _ ____ ______ ___________ _____ ____ __A- V - ----- . ���' �1�'>. STREET 111G 3 m oo / \ — _ — i w i » >j4kj 3 HYDRANT A / 9 v's 8 B aJ 4 5 5 9> f6'> R c `�> A FlRE HYDRANT 3 9> �9 4 zi �� 0 9 °� o� r� co c� / / 9 >Q �� p o ,9 > > PROTECT IN PLACE . y - �,�, D rPR v ix un - > 1 + o M 9> 6' j > > 9> 9 .PROTECT IN PLACE m + p •9� O 1 0 + rn rn rn rn co 6 •` - % `-+ ,9 co _ .. st / Sr 6' % p N 6 ' % ca c > S 9 ' vs oo vix T �� 974.78 TC / ,� J m ,�, PROTECT IN = PLACE J a� v, sr 6 / > 6' C� O v v cfl co > t li co co co OPOSED 8 i SEWER o �` o o N O J },o rn rn rn • > EEXSST CURB dt GUTTER oo EXIST' CURB dt GUTTER o 0O 6' co v�r- �000�woW"�� 974.11FL // Al z�� �� ` �v�o 'O.' � A - rnv -Fz / l EXIST. CURB GUTTER to �, �, . < �a�Q to E OFFSITEOFFSffE SS-PLANSIn !75---4 , o m \y o�� < W SEE DETAIL B SHEET 2 W�ii -,m < < < < � _ 14 / / J < iSEE DETAIL A SHEET 2 � 7 2 J ` ` � � � j -� W= 7 2 _ QO \ — 15+p0'/ W=40.00 — 16+00 — \ — < < 17+00 I, 18+00 I — — 19+00 — — 20+0 > i 9 X 9 SD i SD t` 39 SD � � > E 3 _—�------- --- — - EX 39 SD Y -EWER)%9� /� EX » \!9I .C�_ L-A> » SEWER v `! rn fin. \�9� 0.',F X69" EX » Sm o, \, �o '9761" r >\r,, �co �cn cn oo l, �' Q 9 1 9 8 9 9 9 0>�>�T ��� \ » S' >6S ��� �a >j G� �tiT %9>. 61"%�� °°°°�I -i y �j�9��9J ;��„-� _ X / / u ., GRA ;�/ _ _<AJ�\ ��-� \ <- `A� \(�r-�y Vj6\,O--������- 4 <J\. / I,r cz;/o`°v I (`9> `y9 I rn rn cJo iL — — —�. J\ � � ^I \ G�\"6' -V,.i4— cp 19 -r1 .�t�, r J W W zz�= >�� c,iN >st� Nw � m �1 = W� =3 7 C N Z Ui r'l D Lai 00 n Co o c"� ow w n z . <N -u D tD p (D L) CONSTRUCTION NOTES= - m z� � czo z z SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE FULL DE)> PTH A.C. Z Z m n N O/ (0.1' MIN. AT JOIN, WIDTH PER PLAN) < D 2a— SAWCUT AND REMOVE EXISTING CURB do GUTTER m Q)_ PROTECT IN PLACE . _ LEGEND= i PROPOSED STREET LIGHT PER SEPARATE PLAN r CL_ CONSTRUCT 6' MIN. CONCRETE AT DRIVEWAY IMPROVEMENTS. - PROPOSED WATER METER PER SEPARATE PLAN 25.11 � B (VERIFY WITH SOILS REPORT) 60--PROPOSED DDC PER SEPARATE PLAN 13.34 C A59'34'41 j 20.00 7� CONSTRUCT AIODIFlm DRIVEWAY PER DETAIL ON SHEEP 2 AND CITY STD. 1001 D A5T35'55" CONSTRUCT 4' PCC SIDEWALK IMPROVEMENTS 8�-- CONSTRUCT 5' WIDE SIDEWALK PERCf1Y STD. 1006 . � CONSTRUCT SIDEWALK AROUND ORSiRllCil(NJS PER DFTmi OtJ SHEET 7 V Z Z Z7= GRIND AND OVERLAY. WIDTH PER PIAN , } . 20+00 m 1� O-4 Iv O OD v c 006's � O° = + �' cr, U "' "' (TYPICAL) V t- V '� a o 01 V �* 20.00' �-- w o ,? o c%j' - , oN F _ � ��- �. �� v 9 �'• �' " w ~ w 20.00 20 00 V 20.00 o C4 Wo ` �> �M o N N off) �3 � L"Z L6 w c %9> , `� �9 6 o o rn W i9 ori amo � p a°°o co ! W V � V _ o ari .r >�9 r cn cn - O O ''� ri cd cv \ P_ cm ao 00 N om N Q k6' + \a, �ci w ,ri w#ri + O + w z z + �9 + g + cp w 9 + o ♦co f� I� O , m w n n ^ m co co N 33 ^ 9 ^ > F- co co T N co co 9 rn 9 1.4 t St7i 3 \ .. N ` 33 N o 9 rn W 3 I O 0 ��(iQ� Q) N 1n In (n � -p r- N iv �-- (/� t� tf f� N r- Q dmQ • - / �J I J \G'(R✓\ i cC cC� ^12 W in N pp1Ni.. c6 E2 �� O�o D Cid nW OLNi O 8 J �F 8 �� g9 _ vs 974.89 8 _ c, �, z rn \ J o0 0o — r -- 81.79 -.A. FS Y W • .-. ,,. •...., :. , d ~: ::' ,� \�` , �� �n v� a� 3 3 rn c, c ; . v� -, c, 3 a� a� ;= `. ; c.r 1: � ; ; • ` •- FS —�- —c-� -�— :— — — — •— — _ -� — : — — : - _ — — _ .->7_ _-1-_ - _ -_ _ ____ ______ ___________ _____ ____ __A- V - ----- . ���' �1�'>. STREET 111G 3 m oo / \ — _ — i w i » >j4kj 3 HYDRANT A / 9 v's 8 B aJ 4 5 5 9> f6'> R c `�> A FlRE HYDRANT 3 9> �9 4 zi �� 0 9 °� o� r� co c� / / 9 >Q �� p o ,9 > > PROTECT IN PLACE . y - �,�, D rPR v ix un - > 1 + o M 9> 6' j > > 9> 9 .PROTECT IN PLACE m + p •9� O 1 0 + rn rn rn rn co 6 •` - % `-+ ,9 co _ .. st / Sr 6' % p N 6 ' % ca c > S 9 ' vs oo vix T �� 974.78 TC / ,� J m ,�, PROTECT IN = PLACE J a� v, sr 6 / > 6' C� O v v cfl co > t li co co co OPOSED 8 i SEWER o �` o o N O J },o rn rn rn • > EEXSST CURB dt GUTTER oo EXIST' CURB dt GUTTER o 0O 6' co v�r- �000�woW"�� 974.11FL // Al z�� �� ` �v�o 'O.' � A - rnv -Fz / l EXIST. CURB GUTTER to �, �, . < �a�Q to E OFFSITEOFFSffE SS-PLANSIn !75---4 , o m \y o�� < W SEE DETAIL B SHEET 2 W�ii -,m < < < < � _ 14 / / J < iSEE DETAIL A SHEET 2 � 7 2 J ` ` � � � j -� W= 7 2 _ QO \ — 15+p0'/ W=40.00 — 16+00 — \ — < < 17+00 I, 18+00 I — — 19+00 — — 20+0 > i 9 X 9 SD i SD t` 39 SD � � > E 3 _—�------- --- — - EX 39 SD Y -EWER)%9� /� EX » \!9I .C�_ L-A> » SEWER v `! rn fin. \�9� 0.',F X69" EX » Sm o, \, �o '9761" r >\r,, �co �cn cn oo l, �' Q 9 1 9 8 9 9 9 0>�>�T ��� \ » S' >6S ��� �a >j G� �tiT %9>. 61"%�� °°°°�I -i y �j�9��9J ;��„-� _ X / / u ., GRA ;�/ _ _<AJ�\ ��-� \ <- `A� \(�r-�y Vj6\,O--������- 4 <J\. / I,r cz;/o`°v I (`9> `y9 I rn rn cJo iL — — —�. J\ � � ^I \ G�\"6' -V,.i4— cp 19 -r1 .�t�, r J W W zz�= >�� c,iN >st� Nw � m �1 = W� =3 7 C N Z Ui r'l D Lai 00 n Co o c"� ow w n z . <N -u D tD p (D L) CONSTRUCTION NOTES= - m z� � czo z z SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE FULL DE)> PTH A.C. Z Z m n N O/ (0.1' MIN. AT JOIN, WIDTH PER PLAN) < D 2a— SAWCUT AND REMOVE EXISTING CURB do GUTTER m Q)_ PROTECT IN PLACE . _ LEGEND= Rows PROPOSED STREET LIGHT PER SEPARATE PLAN Tangent CONSTRUCT 6' MIN. CONCRETE AT DRIVEWAY IMPROVEMENTS. 5�— PROPOSED WATER METER PER SEPARATE PLAN 25.11 � B (VERIFY WITH SOILS REPORT) 60--PROPOSED DDC PER SEPARATE PLAN 13.34 C A59'34'41 j 20.00 7� CONSTRUCT AIODIFlm DRIVEWAY PER DETAIL ON SHEEP 2 AND CITY STD. 1001 D A5T35'55" CONSTRUCT 4' PCC SIDEWALK IMPROVEMENTS 8�-- CONSTRUCT 5' WIDE SIDEWALK PERCf1Y STD. 1006 . � CONSTRUCT SIDEWALK AROUND ORSiRllCil(NJS PER DFTmi OtJ SHEET 7 V Z Z Z7= GRIND AND OVERLAY. WIDTH PER PIAN } . 20+00 m 1� O-4 Iv O OD v c 006's � O° = 9 v z -� DXIST tic J P L Q + �' cr, U "' "' (TYPICAL) V t- V '� a o 01 V �* 20.00' �-- w o ,? o c%j' - , oN F _ � ��- �. �� v 9 �'• �' " w ~ w 20.00 20 00 V 20.00 o C4 Wo ` �> �M o N N off) �3 � L"Z L6 w c %9> , `� �9 6 o o rn W i9 ori amo � p a°°o co ! W V � V _ o ari .r >�9 r cn cn - O O ''� ri cd cv \ P_ cm ao 00 N om N Q k6' + \a, �ci w ,ri w#ri + O + w z z + �9 + g + cp w 9 + o ♦co f� I� O , m w n n ^ m co co N 33 ^ 9 ^ > F- co co T N co co 9 rn 9 1.4 t St7i 3 \ .. N ` 33 N o 9 rn W 3 I O 0 ��(iQ� Q) N 1n In (n � -p r- N iv �-- (/� t� tf f� N r- Q dmQ • - / �J I J \G'(R✓\ i cC cC� ^12 W in N pp1Ni.. c6 E2 �� O�o D Cid nW OLNi O 8 J �F 8 �� g9 _ vs 974.89 8 _ c, �, z rn \ J o0 0o — r -- 81.79 -.A. FS Y W • .-. ,,. •...., :. , d ~: ::' ,� \�` , �� �n v� a� 3 3 rn c, c ; . v� -, c, 3 a� a� ;= `. ; c.r 1: � ; ; • ` •- FS —�- —c-� -�— :— — — — •— — _ -� — : — — : - _ — — _ .->7_ _-1-_ - _ -_ _ ____ ______ ___________ _____ ____ __A- V - ----- . ���' �1�'>. STREET 111G 3 m oo / \ — _ — i w i » >j4kj 3 HYDRANT A / 9 v's 8 B aJ 4 5 5 9> f6'> R c `�> A FlRE HYDRANT 3 9> �9 4 zi �� 0 9 °� o� r� co c� / / 9 >Q �� p o ,9 > > PROTECT IN PLACE . y - �,�, D rPR v ix un - > 1 + o M 9> 6' j > > 9> 9 .PROTECT IN PLACE m + p •9� O 1 0 + rn rn rn rn co 6 •` - % `-+ ,9 co _ .. st / Sr 6' % p N 6 ' % ca c > S 9 ' vs oo vix T �� 974.78 TC / ,� J m ,�, PROTECT IN = PLACE J a� v, sr 6 / > 6' C� O v v cfl co > t li co co co OPOSED 8 i SEWER o �` o o N O J },o rn rn rn • > EEXSST CURB dt GUTTER oo EXIST' CURB dt GUTTER o 0O 6' co v�r- �000�woW"�� 974.11FL // Al z�� �� ` �v�o 'O.' � A - rnv -Fz / l EXIST. CURB GUTTER to �, �, . < �a�Q to E OFFSITEOFFSffE SS-PLANSIn !75---4 , o m \y o�� < W SEE DETAIL B SHEET 2 W�ii -,m < < < < � _ 14 / / J < iSEE DETAIL A SHEET 2 � 7 2 J ` ` � � � j -� W= 7 2 _ QO \ — 15+p0'/ W=40.00 — 16+00 — \ — < < 17+00 I, 18+00 I — — 19+00 — — 20+0 > i 9 X 9 SD i SD t` 39 SD � � > E 3 _—�------- --- — - EX 39 SD Y -EWER)%9� /� EX » \!9I .C�_ L-A> » SEWER v `! rn fin. \�9� 0.',F X69" EX » Sm o, \, �o '9761" r >\r,, �co �cn cn oo l, �' Q 9 1 9 8 9 9 9 0>�>�T ��� \ » S' >6S ��� �a >j G� �tiT %9>. 61"%�� °°°°�I -i y �j�9��9J ;��„-� _ X / / u ., GRA ;�/ _ _<AJ�\ ��-� \ <- `A� \(�r-�y Vj6\,O--������- 4 <J\. / I,r cz;/o`°v I (`9> `y9 I rn rn cJo iL — — —�. J\ � � ^I \ G�\"6' -V,.i4— cp 19 -r1 .�t�, r J W W zz�= >�� c,iN >st� Nw � m �1 = W� =3 7 C N Z Ui r'l D Lai 00 n Co o c"� ow w n z . <N -u D tD p (D L) CONSTRUCTION NOTES= - m z� � czo z z SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. REPLACE FULL DE)> PTH A.C. Z Z m n N O/ (0.1' MIN. AT JOIN, WIDTH PER PLAN) < D 2a— SAWCUT AND REMOVE EXISTING CURB do GUTTER m Q)_ PROTECT IN PLACE . _ LEGEND= Rows PROPOSED STREET LIGHT PER SEPARATE PLAN Tangent CONSTRUCT 6' MIN. CONCRETE AT DRIVEWAY IMPROVEMENTS. 5�— PROPOSED WATER METER PER SEPARATE PLAN 25.11 � B (VERIFY WITH SOILS REPORT) 60--PROPOSED DDC PER SEPARATE PLAN 13.34 C A59'34'41 j 20.00 7� CONSTRUCT AIODIFlm DRIVEWAY PER DETAIL ON SHEEP 2 AND CITY STD. 1001 D A5T35'55" CONSTRUCT 4' PCC SIDEWALK IMPROVEMENTS 8�-- CONSTRUCT 5' WIDE SIDEWALK PERCf1Y STD. 1006 . � CONSTRUCT SIDEWALK AROUND ORSiRllCil(NJS PER DFTmi OtJ SHEET 7 V Z Z Z7= GRIND AND OVERLAY. WIDTH PER PIAN Cure Table Cure # Delta Rows Length Tangent A A47"57' 17m 30.00 25.11 13.34 B W56'240 30.00 25.10 13.34 C A59'34'41 j 20.00 20.80 11.45 D A5T35'55" 20.00 20.80 11.45 0 10 20 60 40 10 REMOVE EXISTING SCALE:1 "=20' 11 RELOCATE/REIUCE EXISTING IRRIGATION SYSTEM - AS NEEDED. Lost Update: 5/5/14 MR# z 13-008-.. 0:\3200-3299\3209\S-Ma-T\3209-ST03.dwg BASIS OF BEARINGS: BENCH MARK: REV REMSIC N DESCIWn0N DATE ENM CITY DATE - p O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT o QThie�es Ei�/roc. CITY OF FONTANA; CALIFORNIA BM ID NO.: 517 �� '"''�•� Q CML ENGINEER/NG • LMD su�NG 14.349 f1RZYMVE BMEMARD THE BEARING NORTH 00�' 13' 47" EAST OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL _ ,`��` ST c� a MMLK CAUFORN14 906.38 STREET: IMPROVEMENT PLANS .. o �� Z PH. (714).521-4811 FAX(714)521-4173 THE CENTERLINE OF HEMLOCK AVENUE AS DATE.. 4/70 _ - DRAwN BY: PLAN AND PROFILE SCALE: VERT. 1' 2' SHOWN ON A MAP FILED IN BOOK 101 PAGE SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, r , , J.P.HORIz. - 20 14 OF RECORDS OF SURVEY, RECORDS OF SAN ELEVATION: 981.36 FEET DIAL * R.C.E. No. 56155 * Prepared Under The Supervision Of . FOR } TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: 1= �QCK AVEWE DATE: BERNARDINO COUNTY, WAS USED AS THE BEFORE DAYS BEFORE DESCRIPTION: PK NAIL IN POLE #335739E NW YOU DIG - cP� Exp. 12-31-14 J.P. r-oNra;a, ca 9233. 04/29/2014 BASIS OF BEARINGS FOR THIS SURVEY. CORNER REDWOOD do SANTA ANA YOU DIG ,_ � '� BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9I' CML � Date : 5 CHECKED BY: APP � Y � � � _ DRAWING NO-' lz� Lo3 TOLL FREE OUND SERVICE A 00 STANDARDS IN EFFECT. or C A R HARD STENS RCE N0. 5 155' R.S. Jr�% 3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _ CI ENGINEER R.C.E. 51152 DATE: