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II EX. WELL EXIST. RIGHT I f ` x2.75 OF WAY LINE k ! I 82-74 ! 82.93 1/2"R 6„ 1 1 2"R I f I 82.74 LANDSCAP _ EX. SHED ! - I I ---- - 0 EX. WELL PROPOSED RIGHT 2" A.C. d -- + +' X I ! OF WAY LINE, 5' +811 r 82.70 82.7 a2.5o I I DEDICATION PER .6 ._.......I_.. I I THIS APPLICATION I COINTN CONTINUOUS 8„ �- -- 8" A.B. 82.31+ 0 2.7� o o 00 1 _ 2.sa Q N I MATCH EX. � 00 82.8 1 82.83 - EX. SEPTIC TANK 82.56 - + 8I 48.j.09 EXIST. RIGHT `✓ O � � . CU I `. 13 82.24 a.8 I �. I I OF WAY LINE 1 NOT TO SCALE - %; EX. DRIVEWAY I I I 0' 20' 40' 80' 182.51 a2.5o I EXIST. 20'1 0 �� a2.so i I WIDE PAVEMENT SCALE: 1 "=20' EX.LEACH LINES EXISTING I 7 tX I ---60" _---._.------------�-� HOUSE / _ Q N ! NOTE: PROPOSED A.C. 182. 2 82.48 + F- 82.31 m ! PAVEMENT EXISTING BUILDING �' 4 ' � 00 I - T �- THE EH I D IS REQUIRING THAT A COMPLETE SET OF N 2,0% � FOUNDATION A I ( ENGINEERING PLANS FOR THE PROPOSED FUTURE SEWAGE ----- / FINISH FLOOR PROP.. (3 40' LF EX. MASONARY 82.42 82.40' ° 1 I SYSTEMBE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO MAX L ---�-----�-- LEACH FEILD LINES, � FENCE I � I (� I •:inq , .. SEE SHT. C6 1 THE ISSUANCE OF ANY BUILDING PERMITS FOR ANY OF THE , _� ! SIX STRUCTURES MENTIONED ABOVE. THE ENGINEERED PLANS \T27- � h82.3 MUST BE INCORPORATED INTO THE REVISED SITE MAP AND III_- FOE FUTURE 1 EXPANSION 7 82.34 ® SHOW/DESIGNATE A 100% LEACH FIELD REPLACEMENT AREA �1 ��I i �� =1 I + EXIST. EX. WOOD I I-- 1 I FOR FUTURE SEPTIC SYSTEM REPAIR. REQUIRED SETBACK 0 00 6" 82.58 CONCRETE ' FENCE „J 1 DISTANCES MUST BE MAINTAINED FOR ALL PROPOSED SEPTIC PROPOSED CONCRETE O 82.58 82.55 DRIVEWAY \ I 1 © SYSTEMS, AND SEPTIC SYSTEM REPLACEMENT AREAS (THIS F` PROP. SIDEWALK, ` I INCLUDES DOMESTIC WELL AND OR PUBLIC WALK f PROP. FREE STANDS HANDICAP 82.49 82.31 I L '� i WELL SETBACKS). 2' WIDE x 10' LONG CONC. SEE DETAIL 2 SIGNS TYP. OF 3 POSTS, SEE I I COMPACTED NATIVE GUTTER TO DRAIN THE -- 00 SHT. C7 FOR \ r n w WATER TO THE + 0 DETAIL Q., T O 95% R.C. STORM �� g 81.21 + 81.59 I j EXIST. FIELD 1.i P82.34 P82.88 81.37 + 81.53 P82.24 i� -_ _ W83.26 \I CON I I V C �;I ? - -_ ss ss _ P81.86 P82.78 P83.16 NOT TO SCALE II 5; 25 2% 81. .50 + I I +81.42 81.48 \ PROP. PARKING: ® 86.00 \ --- -- --- CONSTRUCT 2" __,� CHAPEL I b� 00 - f EX. DRIVEWAY \ ASPHALT CONCRETE � �. : � APN.205-070-20 OVER 8" CLASS II FF EL. 83.50 I AGGREGATE BASE OVER 81.37 �Q i8 d7 + + 82.73 t ' ! ® 81.49 81.53 1.56 87_e9? /82.6 } 12 4$.4--- -��' COMPACTED SUBGRADE 95% R.C. ❑ k I I ' 62.19 P82.42 8600 P83.16 W83.26 . _-=-- I I EL=81.60 I 1.5% Ufa.- 5 W83.26 MAX. WATER SURFACE 1 8T.41 + _ T,_._ + + W83.00 81.59 TOP81.6C i I EL=80.10 ---- --- -- - '� PROP. PLANTER 81.47 - - 81.49 r + +i 98.8' CURB, SEE P82.19 P82.42 EE 81€€52 81.5 �- - - -� 31.61 81.68 f DETAIL 1 - / BOT80.10 I EX. DRIVEWAY - 2' WIDE x 10' LONG TYPICAL S L- C TI O I � AT POND CONE. GUTTER TO ----- --� -- -- DRAIN THE STORMo TO SCALE I NOT WATER TO THE Q W83.26 FL81.40 0 - EXIST. FIELD I oo ��gg U I P81.80 2%o L P81.83 P82.23 P82.78 W83.26 1 1 TO EX. FIELD - - �- P83.1 PROPOSED P ND 5: EL 80.10 682.05 P81.80 1.51 8' 58 81.69 A YP. 81'80 81.91 � 1.98+ + AEX P82.10 -125�1.' TOP81.60 I < _ 1 I D�IVeWA � P82.10 N P 2.40 P81.76 i 30.0' LOPT ��OO w 1 I \ 206.4' Z T I 3"AC/9"AI3 N P82.06 o Thy �'� BOT80.10 0 � 0 0 1 1 P81.80 P82.10 �� `+ 'n I Q N I 82.60 002% 00 g I J 2 82.30 81.56+ 81-67 81.76 �;, s,� + 1 LEGEND . 82.22 2.4LOPT a2 �4 . . . . g MTCH 84 P8 .04 � P f � EX. , 400/v I I MJF- / BUILDING P 82.34 E0 PROP. DRIVE WAY: CONSTRUCT 3" ASPHALT EA,6.00 O k,' / CONCRETE OVER 9" CLASS 11 AGGREGATE -"`� I EXISTING PAVEMENT BASE OVER COMPACTED SUBGRADE 95% R.C. P8204 -4-82.26 � 1 !I I S PROPOSED CHAPELTYPICAL DRIVEWAY SEC F { oR 87.5 P82.30 82.38 2.4 MATCH EX. " I � NOT TO SCALE -- -� P8230 v n SAW CUT 60' LONG N� . I� L / I PROPOSED PAVEMENT P82.60 P82.30 N I EXISTING PAVEMENT c C7 >100 ALONG THE FOG LINE EARTHWORK _CALCULATION` C7 { 2%. 1 I FOR CLEAN LINE PROPOSED MOUNT AREA PROP. CL. DRAINAGE SWALE P82.60 c\o p82.60 I I MATCH OF THE NEW PARCEL SHALL BE GRADED TO ELEVATIONS AS STAKED BY THE ENGINEER OR AS DIRECTED BY' THE ENGINEER. PROPOSED P82.30 + a I PAVEMENT 1 Q O ELEVATIONS SHOWN ARE MINIMUM ONLY. ANY EXCESS DIRT 82.12 8 NI at 5L SHALL BE SPREAD EVENLY AND COMPACTED OVER ALL PARCEL. i m ti CONTRACTOR TO IMPORT FROM THE WESTERLY PART OF THE LOT AS NEEDED 4 .06P82.30 P82.30 2 rrr. O P82.30 IFESSlp 2% � I I ly CA:800-642-2444 TOTAL RAW CUT Sas C.Y. Q) (ORE TOTAL COMPACTED FILL REQUIRED 1437 C.Y. (/ SHRINKAGE FACTOR + OTHER LOSS 20% 82.1+ � „' 82.57 V O P82.60 .37 P82.3QO -_ L �`!* P82.30 s X. h4'p 4Fp� - F AL tt�' EXIST. RIGHT w C 1-11 I z SA OF WAY LINE v F It -Q� � Q � f < �1I GRADING AND- DRAINAGE PLAN PROPOSED RIGHT 82..71 g00 :,18 .45 OF WAY LINE, 5' + +.. DEDICATION PER 1 I RO G� 82-62 82 90 82.62 - `t UND SERV THIS APPLICATION N o I I LU z 00 0 I 50' STRIP 20' 20' EXIST. 20'+-/-- z DEEDED TO STANISLUS WATER COMPANY, I WIDE PAVEMENT VOL.118,PAGE 119,(SSJIO) 25 1 I SLI g O The design, planning and engineering R E U I S I 0 1'`J S DATE Oa/1q/Ooi data contained in this plan are the sole - ENGINEERSPROPOSED CHAPELJOB N0. �81g5 property of R. B. Welty & Associates, Inc. No DESCRIPTION BY DATE DR NYI5 r SHEET and shall not at used, copied or dup - NC. CIVIL/STRUCTURAL 4cated in part or in whole by any other I 5HOP4 EX. SEF>TIC TA14K AND LEACH PIS BY TFC EX. H015E, t ADD MOTE I CK w ■ , cfl person, Corporation or Company withou �� t' the written permission of R. B. Welty & IZELaeATg � GHAtJ6E THE LENGTH C)F PF'rOP. L�Aer+f•IrwLD il=pR C.HAf�L APPROVED P.O.p 0 B 0 X 172 4 (MAIL 1 N G ADDRESS) Associates, Inc. This onunFELIX J. REICHMUTH SE 2090, C 20208 SAINT PATRICK'S ROMAN CATHOLIC a APOSTOLIC CHURCH 4 °o drawing is not to 521 13th STREET (LOCATION) MODESTO, CALIFORNIA 95353 - 1724 (209) 526-1515 JUSTIN W. CAPP SE 4813, C 61393 d) be used for Construction until it i5 app- _._. 17495 S. CARR®ETON RD. SAN JOAQUIN COUNTY CA � roved, signed, sealed and dated. ' OF �