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I EX. "� pp __ _NORTHERLY PROPERTY LINE __ - EX. SHED - - - - - - - - - - I � I _ ___ PROPOSED RIGHT OF WAY LINE, 5' DEDICATION ONTAGE TOE PROPERTY 1 I 1 PER THIS APPLICATION 1 ' 0 EX. WELL EXIST. RIGHT 1 -- _ OF WAY LINE I i _ I f C 4 0 0I �1 4- EX. DRIVEWAY EX. MASONARY TANK SEPTIC 1 I 1 I FENCE5.0' F 4 SQUARE STEEL POLE WIND LOAD I RATING OF SSS-25--40 70 MPH 8.5 0 20 40 0 1- - Lam, II /� / 4 I i 1 200'± TO THE MULITPLIER x 301b. = 2551b. I EX. LEACH LINES 1 f NORTHERLY PERMISSIBLE LOAD. LUMINAIR IS C'EI EXISTING I I / I I I PROPERTY LINE r� - CIMARRON CR1 AT 441bs EACH. 1- �� I 10.a' HOUSE / ! SCALE: 1 =20 -� PROP. 20 1200 GAL. I I I I X 0 Q T ! SEPTIC TANKS, i V) � � I 379't TO THE 3/4.0 x 30" EMBEDMENT SEE C7 FOR DETAIL I i : 1 I WI NORTHERLY A307 ANCHOR BOLTS WITH 3" PROP.. (3) 40' LF I z � I � 1 I PROPERTY LINE HOOK AT BOTTOM. VERIFY BOLT LEACH FEILD LINES, I I 1 PATTERN w/ LIGHT POLE SEE SHT. C6 SUPPLIER PRIOR TO POUR. 5.2' PROVIDE FLAT BEARING I . --HANDHOLE SURFACE AT BASE OF POLE ---�3ASE COVER I 2x00'x12) I 4 �' WITH ROUNDED OUTER EDGES 1 - - - - - - - - O O -T I I 39' ' \ p \ I FOR DRAINAGE 1 SUMPS 19.0' 2'-5" HIGH 27.0' 1 I °-��- 10.0' _. - _. - - _. - -� -� 10.3' PILLAR HE w I - �� f 4.9' ($) #5 VERTICAL BARS W/ II (3) #3 TIES �/ #3 TIES ® 12" Q.C. 0 2" 0.C. _ r IF. � R3 8 F--- ......... E 11 r I w 65.0' -...._` 67' \ 2 I e� a 1182 TO THE - - - - - 11 G WESTERLY 62' 25' -�I - - 3" 11 PROPERTY LINE \ I I - - \ GLR 1 r 18" HIGH 15.0' ! CHAPEL I \ ;` II EX. DRIVEWAY. 1 FINISH GRADE II i PLANTER I 1 I \ i 1 .fir f f � 10. 1 \r\\` II i 11 0 PROP. LIGHT, 0 1 SEE DETAILE1 PROPOSED I Ca -� 6 1 t I ! PARKING S 10 I 1 I X 98.9 _._ ... �.. HIGH 4, I / CONC. PAD r=T 1 rJ- - � \ w 11 0 PVC ELECTRICAL II j �; 5.6' SIDEWAL / HC 1 i EX. DRIVEWAY ` T ^. � CONDUIT 20' --I / 825' PATH OF TRAVEL 4.5' 3 17.6'-I 9 �t - -- -- - - - � - - - - - �"J 2 HIGH WALL I i TYP. BIKE "i 1 p FREE STAND (J I W/CAP - _ _ ____ v PARKING FOUNTAIN U 64.4' STALL 5' 35' 16 1 I I PROPOSED PONDI I � rI I _- -- -"--- - I 1 R2.o' I EL 77.50 1 1 t ! I #S CU COIL J PROP. CL 1 f EX. DRIVEWAY i 73.3' 86.3' - - I 2`-C3" PIA. AT BOTTOM -- --_�� DRAINAGE I SWALE 820' DRILLED PIER � 30.0' 4' I 1 I I 1 I I V i 1: f - - _ 5' \ \ 7.51 LIGHT FOU'll)ATION DETA - LEGEND3.91811 NO-I- 0 SCALE: _ / Iz BUILDING 485't TO THE 815' - ----------- EXISTING PAVEMENT 8100' SOUTHERLY 8100'0' PROPERTY LINE PROPOSED CHAPEL 0 l ' PROPOSED PAVEMENT NN OTE: R13a 8115.0' 815' / 1 r THE EHD IS REQUIRING THAT A COMPLETE SET OF PROPOSED MOUNT AREA ENGINEERING PLANS FOR THE PROPOSED FUTURE SEWAGE - S'�STEMBE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO 1 II THE ISSUANCE OF ANY BUILDING PERMITS FOR ANY OF THE1 I I j II 60' SIX STRUCTURES MENTIONED ABOVE. THE ENGINEERED PLANS 1 I 111 30' MUST BE INCORPORATED INTO THE REVISED SITE MAP AND PROP. CL Y_ SHOW/DESIGNATE A 100% LEACH FIELD REPLACEMENT AREA3 DRAINAGE PROPOSED 1 I I I D_ FOR FUTURE SEPTIC SYSTEM REPAIR. REQUIRED SETBACK SWALE DRIVEWAY 1 I I ; I ;~ OFESpy� m DISTANCES MUST BE MAINTAINED FOR ALL PROPOSED SEPTIC I 815, f " � R ►+ "r! N CA:800-642-2444 SYSTEMS, AND SEPTIC SYSTEM REPLACEMENT AREAS (THIS R15' R 5' INCLUDES DOMESTIC WELL AND OR PUBLIC WELL SETBACKS). �- 1 I LU20208 �- �/ 12' l�f 345± TO THE T�OF CAL�F� 0 SOUTHERLY S PRO, 5' DEDIICATION FORGHT OF M 20' ` - - 2 --- 1 PROPERTY LINE I! _5_cy9 A DIMENSION 1 ENTIRE FRONTAGE OF THE 25' ! �_ G -- PROPERTY PER THIS ; I �p ••• e�,� APPLICATION I ? I to FAG, P� I d I �oUND SER-4 50' STRIP I EXIST. RIGHT z DEEDED TO STANISLUS WATER COMPANY = - OF WAY LINE !- VOL.11$ PAGE 119, (SSJID) W -- - - - - - - - - - - - 1- SOUTHERLY PROPERTY LINE O :ii.'191®il YlC9,f-A'.ti'tlY f1I'iniRYA'd 1Ri,CMalWEE3f.1fnLYl�Il18 The design, planning and engineering 7� I JOB No. 78185 data contained in this plan are the sole R E V I - r"I S � DATE 08/Ig10q property of R- B. Welty & Associates, Inc. No. DESCRIPTION _ _ _ BY DATE DR NYB PROPOSED CHAPEL +V CIVIL/STRUCTURAL ENGINEERS SHEET and shall not be used, copied or dup - - - �+ d) licated in part or in whole by any other Q PLAN GhIEGK iZE1/15IDN5(SAN ,.IOAC�I.SIN i'�.Y/i. _� ��' Y �--,� raq�-tpq CK Ra B. ASSOCIATES, INL person, Corporation or Company without z LEAGH LINE LEN6TH TO�O'L.ON6 ��- y �w.._..� _ -` -'� 1413 Ori APPROVEDNT PATRICK CHURCH the written permission of R. B. Welty & P.O.P 0 B 0 X 172 4 (MAILING ADDRESS) FELIX J. REICHMUTH SE 2090, C 20208 i Associates, Inc, This drawing is not to - ......._.•.--�-1.. SAINT PATRICK'S ROMAN CATHOLIC & APOSTOLIC CHURCH C5 be used for Construction untii it is app- s"°W ' SEPTIC TANlG ANDLEAG►1 i=I) . _ � >'t �. i r . ,rol ► t� I-o3 521 13th STREET (LOCATION) MODESTO, CALIFORNIA 95353 - 1724 (209) 526-1515 JUSTIN W. CAPP SE 4813, C 61393 roved, signed, sealed and dated. GHANSE PP.OP. LEAGH FIELDTO 3_40' LF E-,6v,-H F-r_.f-P,CHAPEL 174 95 S. C A R R O LT O N R D. SAN J 0 AQ U I N COUNTY, CA of