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CLIEN7:
<br /> ESCALON
<br /> AVENUE
<br /> AND
<br /> bp
<br /> CIVIL HORIZONTAL CONTROL PLAN
<br /> LINE TABLE LINE TABLE CURVE TABLE
<br /> LINE DISTANCE BEARING LINE DISTANCE BEARING CURVE LENGTH RADIUS DELTA ANGLE
<br /> L1 0.14 S42° 43' 42.58"W L31 3.12 S86° 04' 38.92'W C1 7.57 5.00 86.69
<br /> L2 0.99 S4° 04' 37.86"E L33 71.07 SO* 00' 00.00"E C2 7.54 4.80 90.00
<br /> L3 7.70 S47° 16' 17.42"E L34 9.40 S85° 36' 22.39"E C3 3.77 5.00 43.19
<br /> L4 0.29 N4° 04' 37.86"W L35 9.89 N 1° 05' 46.52"E C4 7.89 5.00 90.42
<br /> 59�m " 9 L5 2.83 S45° 46' 03.00"E L36 10.17 SO' 41' 59.95"W C5 2.41 1.00 138.15
<br /> C6 3.17 2.00 90.92
<br /> 0 10 20 40
<br /> L6 2.83 S44° 13' 57.00"W L37 24.00 S89° 26' 42.00"E
<br /> C7 7.85 5.00 90.00
<br /> L7 10.28 SO* 46' 03.00"E L38 10.17 NO' 41' 35.50"E
<br /> lor
<br /> C8 2.24 1.50 85.61
<br /> L8 0.51 N46° 27' 18.40"W L39 1.54 S89° 26' 42.00'EARCO
<br /> - - C9 4.51 3.00 86.08
<br /> - - - - - - - - L9 3.47 S43° 07' 30.76"W L40 4.80 S88° 55' 57.00"W
<br /> - v C10 4.66 2.84 93.85 G'Cv Im
<br /> L10 32.42 N47° 36' 22.82"W L41 80.00 S89° 13' 57.00"W
<br /> C 1 1 12.61 j 8.00 90.30
<br /> L11 37.97 N48° 55' 00.02"W L42 1.33 S89° 13' 57.00"W
<br /> 5892642T R-58.00' L=2.71'
<br /> p 9 p HA
<br /> 8279 -..
<br /> ° d -2°40' L12 47.98 S41 04 59.98"W L43 9.26 N85 369 22.39"W
<br /> .R 50.39 03' L=38.33' ( L13 15.30 S48° 55' 00.02"E L44 14.00 SO* 46' 03.00"E
<br /> 4026109"
<br /> n - L35 '
<br /> L14 14.97 NO* 46' 03.00"W L45 3.67 NO' 46' 03.00"W �,
<br /> ° '
<br /> n C37. a n
<br /> ® J . .L 6 ° ��, ° L15 14.85 S89° 13' 57.00"W L46 9.91 N89° 13' 57.00"E ® _
<br /> 4 C10 L16 10.28 NO' 46' 03.00"W L48 105.10 S1° 04' 03.00"E
<br /> °e L2 \. J L17 2.83 N44° 13' 57.00"E L50 91.93 S89° 13' 57.00"W �� EHG
<br /> L25 c, pg L18 61.41 S89° 13' 57.00"W
<br /> ADA ACCESSIBLE PATH C6 W 18215 72ND AVENUE SOUTH
<br /> cm 0\ In L19 61.41 N89° 13' 57.00"E KENT, WA 98032
<br /> W I (425)251-6222
<br /> L47 \ C9 L20 2.83 N45° 46' 03.00"W (425)251-8782 FAX
<br /> \ ' L32 L • • PROPERTY LINE
<br /> L23 10.00 NO* 06' 43.62"E CML ENGINEERING, LAND PLANNING,
<br /> n o • EXISTING SIDE W K TO SURVEYING, ENVIRONMENTAL SERVICES
<br /> �� REMAIN L24 1.68 N44° 53 16.38"W
<br /> a a .°. - ° L4 0 N®. DATE REVISION DESCRIPTION
<br /> �I .. 50.91:
<br /> L25
<br /> q°® a o
<br /> 21 81 N89° 53' 16 38"W
<br /> EXISTING
<br /> BULDING co °:® ° lg. ® n. R�W W/DT l/AR/ES
<br /> EXISTING PAVEMENT � ( ° . ° ° °
<br /> L26 1.41 S45° 06' 43.62"W 2
<br /> TO REMAIN
<br /> -
<br /> ° e� L27 10.00 SO' 06' 43.62"W 3
<br /> °nA
<br /> • ° ° .I o '. L30 9.96' .
<br /> W
<br /> a
<br /> 121.10' L28 . 9 A ' , , FOR APN/PARCEL ID(s): 225-100-04 and 225-100-21 0
<br /> ° ° n °' `• R=5® p9�`®3 L=57 2 THE LAND REFERRED TO HEREIN BELOW IS SITUATION IN THE CITY OF ESCALON, COUNTY OF SAN
<br /> ° o. °. 'l o: a 'a a' ° .• •° °... '' , d=0°
<br /> JOAQUIN, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: Qa
<br /> I
<br /> ° ° .a I as .o°. ° •°4. i PARCEL ONE:
<br /> 40
<br /> . A PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 2 SOUTH, RANGE 9 EAST,
<br /> \ n
<br /> L21
<br /> 35,06 q q ° °L22. o f MOUNT DIABLO E AND MERIDIAN DESCRIBED AS FOLLOWS: 0
<br /> t_29 W
<br /> L2 L4 ° + BEGINNING AT THE INTERSECTION OF THE FARMINGTON ROAD AND LATERAL "B- CENTRAL LINES; I
<br /> °14' EAS T AL:
<br /> ;. THENCE SOUTH 1 T ALONG CENTER OF FARMINGTON ROAD, 1025 FEET TO THE NORTH
<br /> C8 n '. + a CORNER OF THE LAND CONVEYING TO CHARLES CADLOLO, BYED SEPTEMBER 21, Q�OFESSi
<br /> DE RECORDED
<br /> F �� cJ ® L18-\ L50 o L20 / L34 ; I 1922 IN BOOK "A" OF DEEDS, VOLUME 532, AT PAGE 350, JOAQUIN COUNTY RECORDS, AND ® M° 1�®�.q�
<br /> IL6 v, J �'' / �, ° : . , THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED; THENCE ALONG THE CENTERLINE OF
<br /> N ° L16 �' ' FARMINGTON ROAD, NORTH 1'14' WEST 100 FEET; THENCE FROM THE CENTERLINE OF FARMINGTON
<br /> v L7 °' . . q � / �' L43 " + -' ROAD WESTERLY AND PARALLEL TO THE NORTH LINE OF THE LAND OF CHARLES CADLOLO AS
<br /> ^ ( +� � 9 9 6q�q
<br /> k, 0 CONVEYED TO HIM BY THE ABOVE DEED TO A POINT ON THE EAST LINE OF THE SANTA FE C
<br /> n i°? u' ce
<br /> 9= 8' /" 9' L42 ; RAILROAD RIGHT OF WAY; THENCE ALONG THE SANTA FE RAILROAD RIGHT OF WAY, SOUTH 46°18°
<br /> L15 " ® EAST TO A POINT AT THE NORTHWEST CORNER OF THE LAND CONVEYED TOC LES CADLOLO, BY l
<br /> C4 L5 L19 L17 C6 n e� ( SAID DEED; THENCE EASTERLY ALONG THE NORTH LINE OF SAID CADLOLO'S BY SAID DEED;
<br /> C5 FN ° ° THENCE EASTERLY ALONG THE NORTH LINE OF SAID CADLOLO'S LAND TO THE POINT OF
<br /> L14 I °
<br /> IAL Cp1 L\EXCEPTING THEREFROM THE DS CON EYED T0 THE CTTY 0F ESCALONA MUNI P ® �®��
<br /> 13 IR ., CORPORATION, IN GRANT DEED RECORDED JANUARY30, 1998, AS INSTRUMENT NO. 98009694,
<br /> L41 L45 eL�6 AND SHOWN ON CORRECTED GRANT DEED
<br /> RECORDED MARCH 5, 2001, INSTRUMENT NO. 01030524, DESCRIBED AS PARCEL 14065.1,
<br /> �, CONTAINING 297 SQUARE METERS, MORE OF LESS AND PARCEL 14065.3 CONTAINING 3276
<br /> �T _
<br /> m- � � .a��- -o- - °. � �"-� �' ,. . o ° ujI SQUARE METERS.
<br /> L 1 1
<br /> s ° N04° 7107E• APN 225-100-04
<br /> ./., ELEVATIONS ARE BASED ON NAVD 88, BENCHMARK: W 957,
<br /> EXISTING SID WALK TO �\ ® _T-- ---- ---, PARCEL TWO:
<br /> EL=113.0'.
<br /> EMA1N '�``��j ° ° J ALL THAT CERTAIN PIECE OR PARCEL OF LAND SITUATION IN THE CITY OF ESCALON COUNTY OF
<br /> SAN JOAQUIN, STATE OF CALIFORNIA, LYING WITHIN THE NORTHEAST QUARTER OF SECTION 5,
<br /> \
<br /> TOWNSHIP 2 SOUTH, RANGE 9 EAST, MOUNT DIABLO E AND MERIDIAN, DESCRIBED AS FOLLOWS SOURCE OF SURVEY:
<br /> °N
<br /> NEW C® DEVELOPMENT INFORMATION:
<br /> a. ° THE BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN
<br /> /. e am/pm � COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 5 AS SAID CORNER IS DEPICTED ON ®N THIS PLAN WAS TAKEN FROM: ARCO
<br /> THAT RECORD OF SURVEY FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN
<br /> 64.68 JOAQUIN. IN BOOK 35 OF SURVEYES, AT PAGE 90: THENCE NORTH 89°32'06" WEST ALONG THE
<br /> �W WlD UARIE NORTH LINE OF SAID SECTION 5, A DISTANCE OF 51.75 FEET: THENCE SOUTH 00°27'54" WEST, A BOUNDARY & TOPO SURVEY MAP - NEY PROPERTY 0filf /p
<br /> DISTANCE OF 17°68 FEET TO A POINT ON THE SOUTH RIGHT-OF-FEET LINE OF YOSEMITE AVENUE PREPARED BY: FUEL CANOPY
<br /> ®
<br /> R=49.21' =12.5 1 AND ALSO BEING ON THE NORTH LINE OF THAT PARCEL OF LAND DESCRIBED IN THAT FINAL ,a
<br /> WALTER JOHN SHOUP, PLS � ����,
<br /> A-1434 6 ORDER OF CONDEMNATION CONVEYING SAID PARCEL TO THE CITY OF ESCALON AND FILED IN THE
<br /> SHOUP LAND SURVEYING:
<br /> S89°1 57 OFFICE OF THE RECORDER OF THE COUTY OF JOAQUIN ON JANUARY5, 1999 AS INSTRUMENT
<br /> NO. 99001083 AND BEING A POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE TO THE FOR GURPREET RANDHAWA. PERSHING HOLDINGS, INC..
<br /> SOUTHWEST, HAVING A RADIUS OF 58.00 FEET OF WHICH THE RADIUS POINT BEARS SOUTH FOR THE PURPOSE OF FUTURE SITE DESIGN AND SITE ADDRESS
<br /> 33°22'26" WEST AND BEING THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH FINALIZED ON 07/28/2015 BY SHOUP LAND
<br /> 89°26'42" WEST ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID YOSEMITE AVENUE AND THE SURVEYING. ESCALM AGUE
<br /> 1 NORTH LINE OF SAID ESCALON PARCEL, A DISTANCE OF 82.79 FEET TO THE NORTHWEST CORNER
<br /> �0 Q ❑ THEREOF; THENCE SOUTH 01°04°03'° EAST ALONG THE WEST LINE OF SAID ESCALON PARCEL, A °KONVAY 10
<br /> mcm-m
<br /> DISTANCE OF 121.10 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE NORTH 89'13'57" EASTp °OA
<br /> 6� ALONG THE SOUTH LINE OF SAID PARCEL, A DISTANCE OF 7891 FEET THE THE SOUTHWEST HORIZONTAL CO OIC NOTE°
<br /> CORNER OF THAT CERTAIN PARCEL OF LAND AS DESCRIBED IN THAT NOTICE OF PENDENCY OF
<br /> ACTION FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN JOAQUIN ON APRIL 27, CCOONT OTHER L AVE G®UND PER ALL CURB, SID EN�STRUCTURE RES,DEPC NC E T ESTE E PS FACIL D
<br /> D ANY 1998, AS INSTRUMENT NOp1998-048666; THENCE NORTHERLY ALONG THE WEST LINE OF LAST PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED DESc ®BY: uIANCE g D�
<br /> SAID PARCEL, THE FOLLOWING (4) FOUR COURSES: SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED TO CMT
<br /> \lj , m SITE CONTROL) CONTAINED IN DRAWING FILES PROVIDED BY GHAUSEN or cUTBP 6�
<br /> EXIS G LANDSCAPE 1) NORTH 04°17 07 WEST, A DISTANCE OF 1,62 FEET TO A POINT OF CURVATURE OF CONSULTING ENGINEERS, INC. IT IS CONTRACTORS RESPONSIBILITY TO RETRIEVEDmCw �� LLIAN�
<br /> \\TO REMAIN ANON-TANGENT CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 5039.09 FEET OF LATEST FILES FROM GHAUSEN CONSULTING ENGINEERS REFLECTING ANY CUT
<br /> ROW LINE WHICH THE RADIUS POINT BEARS NORTH 85°42'52" WEST; THENCE ISSUED PLAN REVISIONS. PPRRMCT NO:
<br /> 2) NORTHERLY ALONG THE ARC OF SAID CURVE, THOUGH A CENTRAL ANGLE OF 00°39'31" ,AN 17223
<br /> ARC DISTANCE OF 57.93 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE ®oaA�Nc TITLE:
<br /> TO THE SOUTHWEST HAVING A RADIUS OF 5039.09 FEET OF WHICH THE RADIUS POINT BEARS
<br /> �CESSIBLE PATH OF TRAVEL � o
<br /> NORTH 88°1340 EAST; THENCE CML � ���� ���
<br /> WALKWAYS AND SIDEWALKS ALONG ACCESSIBLE ROUTES OF TRAVEL (1)
<br /> 3) NORTHERLY ALONG THE ARC OF SAID CURVE, THOUGH A CENTRAL ANGLE OF 00°26°10" ,AN SHALL BE CONTINUOUSLY ACCESSIBLE, (2) HAVE MAXIMUM 1/2" CHANGES
<br /> ���
<br /> ARC DISTANCE OF 38.35 FEET TO A POINT OF CURVATURE OF A NON-TANGENT CURVE, CONCAVE IN ELEVATION, (3) ARE MINIMUM 48" IN WIDTH, (4) HAVE A MAXIMUM 1/4"
<br /> ROL PLAN
<br /> TO THE NORTHWEST HAVING A RADIUS OF 5035.48 FEET OF WHICH THE RADIUS POINT BEARS PER FOOT SIDE SLOPE, AND (5) WHERE NECESSARY TOC GE _
<br /> NORTH 86°48'27 WEST; THENCE ELEVATION AT A SLOPE EXCEEDING 5% (i.e., 1:20) SHALL HAVE RAMPS FEET NO,
<br /> COMPLYING WITH 2010 CBC, SECTION 1133B.5. WHERE A WALK CROSSES
<br /> 4) NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENT ANGLE OF OO°13°38`° , AN OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT
<br /> ARC DISTANCE OF 19.98 FEET TO A POINT ON THE NORTHERLY LINE OF D ESCALON PARCEL SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN
<br /> AND BEING THE MOST NORTHERLY CORNER OF A NON-TANGENT CURVE, CONCAVE TO THE PEDESTRIAN AREAS AND VEHICULAR AREAS SHALL BE DEFINED BY A
<br /> SOUTHWEST, HAVING A RADIUS 58.00 FEET OF WHICH THE RADIUS POINT BEARS SOUTH 36°03'04" CONTINUOUS DETECTABLE WARNING WHICH IS 36- WIDE, COMPLYING WITH
<br /> WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 2010 CBC, SECTION 1133B.8.5°
<br /> I 02°40'38" , AN ARC DISTANCE OF 2.71 FEET TO THE PINT OF BEGINNING OF THIS DESCRIPTION. C2ml
<br /> APN: 225-100-21
<br /> File:P:\1700077223 engineering\17223-HC.dwg Date/Time:1 27/2016 1:25'PMScole.111 = 1 JDENNIS Xref: ----
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