Loading...
HomeMy WebLinkAbout2000 Apr 04 - Craig R. Short, P.E. - Retaining Wall Design & Inspection Schedule ,- �� , T� � -y . . . 235 G�eat Westem Road ���G R. S H O RT, P.E. . P.O. Box 1044 South Dennls_Massachuaet[s 02660 ' -----_ ___ -- _. PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR,SEPTIC INSPECTOR Telephone(508)398-8311 SEPTIC SYSTEM,COASTAL&BUILDING DESIGNS Fax(508)398-3063 RErAINING 4�1L�L DESIQV & INSPECTION SCHEpiR,E CLIENP: _�� v r'�� /-�FG.[3 E2 C, �� � J 2- 8 72 � PROJECt': � S w c 1LD�is f-f c A-ar,s- SaurN y^9� m�7H ��: �i/4/�� A7INIMUM CONSTRUCPI�1 INSPECTION SCHIDULE: 1) ANY TSME PROBI,II�S OR 40E4iZQ� ARISE . 2) SPAKE O[Tl' OF WAIS, 3) CO�LETIIXV OF EXCAVATI�1 FDR FY)OTIAIG 4) CONIpLETIOAI OF EUO�PING FORMS & STEEL PLACII�IQV'PS PRIOR Z+0 POURING CONCRETE 5) ERECTION OF [�,LL SPEEL & FORMS PRIOqt TO R�URING CONCRETE , 6) C�LEPION OF ASPHAULT AND POLY-SEAL PRIOR TD BAQ�'Ir.r.n�r_ 7) C�LETI�1 OF BF,CRFILL "*NOTE: IT IS THE RESPONSIBILITY OF THE �NPRp,CPpg Tp .DX7�P�Y 19E DESI@i IIaGI[�ffit 48 HOURS PRI�t 7t� $�� i'i ��S° �! ✓ � EACA RDQUIRED INSPECTION �`A�'�'"'""� `" , �, .,.. ��� �c? r�#n , �`�s�` o� c ., o `.�� ' ��a ..,_ i r'� �:.�� h'G.>iro$'� � 7 � �F: SHEET 1 OF 2 �'w�`.`J,���?SY�`d� 4/ ( \C,YAi E$G��%� � -��� ' PROJECT DESCRIPTION : R�-��yF02CEO � Co�v�2�TE ,C3s}Tt1L/ER W.�Gt. DESIC3N: MINIMUM CONCRE�E S7RENGTH Fy = 3,000 PSI MINIMUM STEEL STRENGTH Fb = 80,000 PSI ALL CANNECf10N$SPLICES TO BE TIED PER CADE ARCHRECHTURALVENEER: STOCKADE FENCE, lATi10E, #q RE.gqR ALL AROUND STUCCO, OR SHRUBS TOP W!3'OVERLAPS s �� � � E'�.� 8.`� • .� �\ • . . . . /- Rb�tt.a9 e" • '� � i wo.t/ 3"MIN W � ? i #4�-snRs� �e�o.c. � � ��-snRs� s^o.c. a v ASPHALT CQAT &DOUBLE O� ,� � �7„ 6 MIL POLY SEALANT a ELEV 7 0 ELEV L 8r� SWALE t �� � � . � � � a • • • ` • " i� � ��. REBARS�18"O.C. � L`F" LONG ' ' Z N � � ' Q� 4.3. � #d RE-BARS aS SHOWN Z 8 'F 9 � TO BE PLACm ON� ELEV Z.S WATER (ADJUS'n 96� �8 COMPACTED SAND ELEV-?.78 WA'� (pg6pZVED) SEE SHEET 1 OF 2 FOR INSPEC110N SCHEDULE CROSS SECTION � Membar ASCE __ F��,�H dF Af,qss POIi: Dq VI.D HEL 8Ef2G'� � CRAIG R. SHORT, P.E. , �r� �. �" a ��a� P.o.aoxioaa I�p `f�` SwoRD�isy LA� �'��� "'; LOCIIS: 7 SOUTN DENNIS,MA 02680 ._,,f ',.—'.,; . � '�� �t �> - -P�ofessbnal Civil Ergineer•Soa Evaluator , �' `'''� � a`j TOIJN: S�' v7N y�/ymvTNM,eJ, - Lleensed Constnicfion$Upervisor•Septic I�P�m � ��'��`,JT E�i�\�ic.�,"� sea���:sne•�era•serucn,res•Houae oesigns `S�~ � / nrcr�c .q/4/oa ,:���.�; u t2—S7z �: � Otflce:(508)39&8311 Fax:(508)398-3063 �d ' SIIF:1:1' Z I11' 2 PUMP CHAMBER CALCULATIONS �,z,s , RyyppQ��,jE pE�R��yC1F �' -� GAI./CYCLE / 7.48 GAL./CU LF'/T.�/I.O3 Cll. Fi./CYCLE VOUJME OF WA'IER IN PIPE 3.14 X 0.00894 X �S FT• � �'� �- TOTAL IAINIMUM VOLUME PER. CYCLE �"� �• �• Q,3 f rZ. (1000 GST.) DSTISQCRH�A�RGE �L.^� ��� G�//p3-Clt-FT48 AL/CU. Fr. /37/3 CU. FT./Fl: � /• �' FT. i.zvRE0U1RED �PROVIbED �PUMP�-�ALARLI'AtE lII BE ON'SEPERA7E QRCUR9. . ALARM IS 10 BE BO1H AUDIO AND VISUAL � SEPTIC TANK AND PUMP CHAIABER ARE TO BE ASPHALT COAlID AND HAVE 6 UL. POCY ATTACHm. ElEV. AT INVERT INIET 4•�S ElEV. AT ALARM ON � � ELEV. kT PUMP ON ElEV. AT PUMP OFF BOTIDM OF INSIDE PUMP CHAMBER 0• BOTTOM OF OUTSIDE PUMP CHAMBER �_ 1500 GALLON PUMP SEPTIC TANK CHAMBER rtzo Heo ' BUOYANCY CALCULATIONS:. 1500 GILLLON SEp11C TMIK W2o 1000 GALLON PUMP CHAMBER H zo , WEJGHT OF WA7ER DISPLA WEIqiT OF WATER DISPIJ� /!'xb✓7xG'x 4.4/b�cf z�, oc2 LBS. 9'xS.asxGKG4lb�� 18144 LHS WE7CHT � TANK PER MANUFACTURQt �r, 230 �� wpq�T OF TANK PER MANUFACNRER Z �Soo �� WQQIT � L � OF SO/L {�y�('�j � W'�4 TC/L /Ix �.���cex��o �b�cf = �49s2 " .83x4.Sx8.33xG2.4 = 19 `F � '� IXCESS WElOHT TO OFFSET ROTA710N �o�" 'c' ' oF Sa i l 5 'xs'. 2.�,'.�c2.�i/a = / o39s �5s IXCESS WEIGHT TD OFFSEf Fl.OTATION— ��(,� Z f�i S � �y'��.+ e,�:v�: tij' \r y a r��� q t's�'� � t Wr � .'� '�" \�'��`C„ I 3ag � ��r� _ �� 4, �:33 � ,�,� 4 �,\,��:\,5-,;. �°-x. : ;r,r�\; y�yj,�` "t \?�i:;�t7p-r�y��':�;;.2� ����