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17A73 CnaWigadU S ROM)W CAINOLIC & ,jtuft'@"Fid ZumwaH Rd � SAM PATMCK � - �la•Fandf•RI Lembo Am e Uth*t Rd AV414 Rd eF•ti•t•R/ � ruMlw R CH"EL R� P HASE ONE Yost Me An F 17495 S, CARROLTON RD. E coir � NOTES: SAN JCOUNTY CA a•d., �,d�„ • URB, GUTTER AND gs in Rd SIDEWALK CONSTRUCTION PER SAN JOAQUIN N COUNTY STANDARDS. APN. 205-070-20 MUMS Rd 2. SUBGRADE FOR CURB, GUTTER SIDEWALK AND DRIVEWAYS SHALL BE � 1 3.&W10 Rd n•�RI _ I1 r129M MaFwl Ys COMPACTED TO A MINIMUM RELATIVE COMPACTING OF 90% TOA --------�-�__�.__�_..r-�,�-`_--�-- I �� 8y2004 DEPTH OF 6". PLACE 4" MINIMUM OF AGGREGATE SUBBASE CLASS !V I I UNDER THE CONCRETE SECTIONS AND COMPACT TO A. I I I FI VICINITY MAP 3. CONCRETE SHALL BE CLASS B, PER CALTRAIN SECTION 90. 0 I ' I NOT TO SCALE I II 4. EXPANSION JOINTS AND WEAKENED PLANE JOINTS SHALL BE �I I I INSTALLED AS INDICATED ON THE PLANS OR STANDARD DETAILS. II I u7 5. CURB, GUTTER AND SIDEWALK SHALL HAVE A LIGHT BROOM FINISH N I APN: 205--070-18 I AB B R E VI ATI ON_ LEGEND CURB AND GUTTER PARALLEL TO THE FLOW LINE. SIDEWALKS PERPENDICULAR TO FLOW LINE. z I ------------------, AC ASPHALT CONCRETE SEWER LINE 6. DURING CONSTRUCTION OF GUTTERS, WATER SHALL BE USED TO INSURE I:; i I AB AGGREGATE BASE CENTERLINEI PROPER DRAINAGE ALONG THE FLOW LINE. I I CB CATCH BASIN EXISTING FENCE I I 7. ALL WORK SHALL COMPLY WITH THE SAN JOAQUIN COUNTY ORDINANCE, I I CL CENTER LINE EARTH SWALE CONC CONCRETE ORCHARD LIMITS i I AND STANDARDS SPECIFICATION LATEST ADDITION. `--'--" I DIRECTION OF FLOW —� I I APN: 205-080--16 I E EAST 1303.99 I CLEANOUT - - _ - - -- - EL ELEVATION O �� •tom M ' I EX. EXISTING STREET LIGHT I� I FFFINISH FLOOR ELEVATION POWER POLE GRADING NOTES: II I _________ FG FINISH GRADE EXISTING ELEVATIONS 4¢e•¢0 °} I' I I FL FLOW LINE ELEVATION FINISH GRADE ELEVATION Fca A. ALL GRADING, DEMOLITION AND SITE PREPARATION SHALL COMPLY WITH SAN JOAQUIN I � x•35 COUNTY STANDARD. I I I GR GROUND ELEVATION L Q �I ' APN: 205-080•--191 I BUILDING o II I GB GREAT BREAK >�_ B. NO SURFACE DRAINAGE SHALL BE PERMITTED TO DRAIN ONTO ADJACENT PROPERTIES. F I L.F. LINEAR FEET II II ' I EXISTING PAVEMENT C. ! MAX MAXIMUM THE SLOPE GRADIENT AWAY FROM THE BUILDING PAD SHALL BE TWO PERCENT FOR I APN: 205-070-20 I-Q-----------____--_,-art MIN MINIMUM DISTANCE OF FIVE FEET OR AS E.IMITED BY PROPERTY LINES. Q I 0 MINIMUM PROPOSED PAVEMENT fl I MH STANDARD MANHOLE ° PROPOSED CHAPEL SITE " '` I I N NORTH h -f II APN: 205-080-18 I ,-______ Z I P PAVEMENT ELEVATION I.I I NOTE: APN: 205-070-65 I I� I O I PROP, PROPOSED 1. THE CONTRACTOR SHALL SUBMIT THE PRE MANUFACTURED METAL BUILDING FLANS AND - - — - -- r = - 1303- _ - - - - I _j I R RADIUS 10 CALC'S TO SAN JOAQUIN COUNTY BUILDING DEPARTEMENT FOR APPROVAL PRIOR TO RIGHT-OF-WAY1CONSTRUCTION. x I ! IW ryti I I S 50UTH 2. THE PROPERTY IS LOCATED IN ZONE "C" AREA OF MINIMAL FLOODING AS I APN: 205-070-22 I Q �O� i I PER FLOOD MAP 0602990640A DATED 04/02/2002 . I 11 IU I SHT. SHEET TC Il oh I I TOP OF CURB TYP TYPICAL PROJECT BENCHMARK: I I EY 1963 BRASS ON CONCRETE ._-_-�; I DRAWING INDEX : BENCHMARK: DESCRIBED BY NATIONAL GEODETIC SURVI POST Z 957, 91 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF CARROLTON ROAD, 79 FEET SOUTH OF THE CEN TER LINE OF THE HIGHWAY, C1 COVE ELEVATIOEVATION = 84.60 NAVD88. R SHEET SECTION LINE I C2 CONDITIONS & SPECIFICATIONS N ; I C3 TOPOGRAPHY & DEMOLITION PLAN u1i C4 GRADING & DRAINAGE PLAN co I I APN: 205-080-21 I C5 DIMENSIONS PLAN a I `° ' I I C6 UTILITY PLAN C7 CITY STANDARDS DETAILS C8 EROSION CONTROL PLAN I II I C9 EROSION CONTROL DETAILS & NOTES C1 0 SOIL REPORT N ON TE:: I I THE EHD IS REQUIRING THAT A COMPLETE SET OFI I OWNER ` ENGINEER OF REGORD CA:800-642-2444 ENGINEERING PLANS FOR THE PROPOSED FUTURE SEWAGE I 34 I I FR. PETER GAROTA � SYSTEMBE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO T. 1 S., R. 8 E. 1302.88 1135 I FELIX J. REIGHMUTH FORE Y THE ISSUANCE OF ANY BUILDING PERMfTS FOR ANY OF THE _ _ _ IQ39q E. HIGHWAY 120 R.E;. WETLY $ A550G. _ _ _ RIPON, GA 85366 521 13TH STREET OG SIX STRUCTURES MENTIONED ABOVE. THE ENGINEERED PLANS T. 2 S., R. 8 E. - - — - — � - - — — - - - - - ` - - (209) 838-7133 MODESTO m v O MUST BE INCORPORATED INTO THE REVISED SITE MAP AND - - , GA 65354 Q- i SHOW/DESIGNATE A 100% LEACH FIELD REPLACEMENT AREA 0 YOSMITTE AVE. HIGHWAY 20 3 2 (209) 526-1515 ry 6 V 0 FOR FUTURE SEPTIC SYSTEM REPAIR. REQUIRED SETBACK 1 U DISTANCES MUST BE MAINTAINED FOR ALL PROPOSED SEPTIC O UNION PACIFIC RAIL S SYSTEMS, AND SEPTIC SYSTEM REPLACEMENT AREAS (THIS ROAD PROJECT BENCHMARK t,2..,,"'. F INCLUDES DOMESTIC WELL AND OR PUBLIC WELL SETBACKS). �� o Z ~ o' 200' 400' 600' P 31 R��No S E R0,�� SITE PLAN 'Aft SCALE: 1 "=200' Na„ 20208 nn 9rF of r o z z The design, planning and engineering R E 1! I S I O N S data cant oined in this plan are the sole DATE 08/Iq/0q property of R. B. Welty& Associates, Inc. BY DATE DR NYE and shall not be used, copied or dup — NO' DESCRIPTION JOB NO. 78185 � Beaten in part of in whole by any other WELTY & ASSOCIATINV. CI1/1 L/STR COVER SHEET U', I 51-IOW EX. 5EF''FIG TANK AHft �}�i4 FIELD H1' 1?� l=JC. !-IOIJ.>E, a AD[�N07'� � u-oe�•o�r CK ■ ■ , U�TU RAL E NG!N SHEET rr person, Corporation or Company without EER S the written permission of i B. Welty & �LOGA7E GilAN6F THE L N6TH f FRCP. ;EAr ,F,� gy cHA� APPROVED P.0. BOX 172 4 {MAILING ADDRESS) SAIN1` PAl`RICK'S CHURCH Associates, Inc. This drawing is not to �"" —--"` FELIX J. REICHI4lUTH SE 2090, C 20208 i roved, used for Construction inti, it is app- SAINT PATRICK'S ROMAN CATHOLIC Ik APOSTOLIC o° raved, signed, sealed and dated. W—WF~�•-�._ _—'� 521 13th STREET (LOCATION) MODESTO, CALIFORNIA 95353 - 1724 (209) 526--1515 JUSTIN W. LAPP SE 4813, C 61393 CHURCH ci 17495 S. CARROLTON RD. SAN JOAOUIN COUNTY, CA � OF c�)