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Request for DeterminationI* x 1' x 4' WOOD STAKES EVrRY 4 FILTER FABRIC n[RI*d vcUitATED wcn ANO � NO I I u i i 1.._.i 1 &_--+ 1 u i �+ �„ ( B _ __.-----="_ PLAN) �..,. CAST IRON r, SERVICE BOX ;.._ .. q -1 ? 6" LOOP q,w i 60, (MIN.) ' I FILTER FABRIC SHALL EXTEND 8' BELOW j EXISTING GRADE BACK— — IV FILLED TO ENSURE PROPER SILTATION A CONTROL Ally -CORPORATION STOP I CURB STOP I SILTATION CONTROL ' BARRIER } j NTS WATER MAIN I t WATER SERVICE DETAIL VGP 12 5 LUT 1 _ OCC5 ` DCC4 AILL 1 - 1 i I N88'01`50"E 1 I 201.92 ,> L Qp � �G �tltc r Q y O r� \ AL � 1 •� 1 � ,r f % 100'0 AIL % PROPOSED U, . I ` DRIVEWAY / , ,��� 0�:.. h' o 06 m 66 ` n x ` PROPOSED1 6 !!� f �' o 3 BEDROOM�' h� f /� rn z DWELLING �' f �PW Pyy�--"'_ P TOFF— 68.00 �. i,,� f DCC� o° (VARIES) MAP 25 LOT 3 ! z mI 5' OVERDIG / f / 30,288 S .Ft. ': �! I /`�// / f I r*-,, \ f � y 00 28 F #101 , y� BM/PK r� EL.=66.49 C � � 201.92' pCG49 rn . �, r`Oh� S88'01'50„W ;"iAP 25 LOT 1 C r • II PLAN SCALE. 1 "=20' � l � PROPOSED TOP OF FOUNDATION ELEV.= 68.00 (VARIES) 67.0 66.5 65.5 4 • 11' (MIN.) ,. _ 22, 2„ _ _1 4" _ 1 2„ 4" SHE 40 PVC G• 3' a 0000a0000000000o0 ,} uoulD LEVEL 4 ��HLE 40 PV_C O 4 DR 35 PVC 4 DR3 - PE 0 T 4 t 0' .. TOP OF BASEMENT t4• O p 0 p 0 p ©p 0 p �6" — 3/4" 1 1 /2 64.86 FLOOR EL. 60.6 — p . � ':. 4" P.V.C. SANITARY TEES e 4' min. 64.00 c 64.64 1500 GALLON `� e E4.17 63.95 • PRECAST CONCRETE ' TANK 6L-- ..:.., ;.. 2•5' :, SEPTIC DISTRIBUTION BOX _- —1E= ► { LEVEL STABLE BASE 58.1 TP 102 6 CRUSHED STONE ON MECHANICALLY COMPACTED LEVEL STABLE BASE T I C A SEWAGE YP AL PROFILE'OF DISPOSAL -SYSTE not to sal NOTE: While every attempt has been made to avoid mistakes, the maker cannot, guarantee against human error, the contractor must verify all dimensions and details prior to any construction. Any conflicts shall be brought to the attention of CORREIA'S ENGINEERING INC,,prior to construction or excovotion. ,FILL (A) SANDY LOAM (B)FINE SANDY LOAM (Ci)FINE ' SANDY LOAM (C2)FINE MEDIUM SAND