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Home My WebLink AboutThe Cove - Utility Plane rt .o t 4 u • i t i ' E r S 1 E . ♦ � .ter► r. t r E i' E t F C F r t g t i p t t e a» ♦ 1. Locatiars and sizes of urtidezcgrwxi utilities taken fran best g. Pwp alarm to be located in front office, and or, a sepaxata cimuix available infozmsticn and is tot wesrtanted to be correct, ror from the Pup pow -_r• 3 /rt /+` -"�+. - �_.. ¢...+..�*.....,, ♦,� '" /� that all undexgrou d utilities are shown. Contractor will be 3 l'i'�� '1- •.`� ,� 10. Distribution brae, to to c�ouipoed with Tces. 2xb \7) �` ,` ��'--_.y-�. ..-- 1 Visible to locate all existing services and to verify sizes , / ♦ ;. i+� �� _`� C for installatiai of new work. In the event confl-icts with 11. Slater ins to be ductile iru: oTvnt lined ;clams 52} set a miuurur, 8 -e \mss ��' existing utilities ane encountered, Contractor shall relocate of 5' - 0" below finish grads, and shall h? installAd in ccrdor Lance tta \ S•• -. }g �, �,t \\ �� new work as required without additional ca-pensation. with Yazrout2 Wat'ar DgWtrrert. Tel g max` 2. Septic tanks to be set on a level stable base that will rx�t 12. (',ts,erator tr be installed for f�TT[� a 3 Sc,e Trearnezt Plant on y, \w + _ ~\ + settie. and shill bt tested at i�st - \ _ V . 0 a- om a year wApxior rr. u f ica t ion given to Board of Hc;alth. N x� �`►� �" - ..\ � 3. No on of the a deli to be revised without written approval from the design engineer and the approving authority. \- � 4- All stzuctures to be H-20 loading and to have access r.H,•Zholes • ' ^0 1 "5 151 \ _ ext-cTi! d to f inis'n grade. ,` *o♦ ` 5. Sewer pipe to be solid PVC (Sett 80) w/4" perforated PVC (SDR 35) in Leadiinq Trenches. 6. It shall be the contractor's responsibility to make arrangasrents : 1 � •`' , � t - for construction inspection necessary for F1,gineer's Certification. - t• z t � construction shall be done in accordance with the s � L , y � � \ � ,�. � � �♦ � ?. All tar'ped \ approved plans, the State Dwirarental Code Title. 5, and local , / �- %�� , � / » \ �■t+6. Hoard of Health Regulations. S ,' v 8. vt-ere sewer lines cross tater sapply lines, both pipes shall be oxnstrx:tP_d of Class 150 pressure pipe and to be pressure tests - ��' " / \ • c ��" to assure watertightness. In addition 20 foot lengths of pipes shall be used and installed such -eat thejoin" are 10 feet either .� cK o; - i Side Of the dossing. • �j 5 Nom_ ,,/ "-�`_' may_-'�.' �\ /-\ ♦�►� • � _ •• * , i 2 \ 1 • 1 ` es �•� 1-4 s LEGE�1. / ., ,. > •% r YR t to NK �• a 4, 5 INI� r CL n 3..E `J J TNV T U�LE7 � / / 81 ��• �`\ l� ,s 8 W/ 3r YEA s ALYE z4 v i•� ` �� '•`� TE�Y `'°�.. �� '„S \ .,.•• 1Vis' Ilk. ED `SE�1ER MANNOE.E \ `, • s. 1 / Ila Plow 't?' �I 9t41h L L 1 7 . I I` Ib / li f "� u i G .B c ^1 ` ,.�.. $M b -- — at AM � t 14 G W i �"�'``� � , � • -r-,-,-r-,-,$ • PLUG /dill 63a'i'>: vs'bi.VZ GAS /1 I i ( - 8 PE O &_ SEWER SCHEDULE 4K / S 1,. 5.� 10 '� / �•� //j/ \�� =11:70 � EMP No. Rica Inv. 15.15 tt• S r , - _ '_ _ _ _. Pr` . ` • T / / i �l�'� q I, 1 5. 1 5 1 i. 10 Ya.0 as � 2 16.30 7. 904 TEEit17.00 8.40 0 tf-4 / t 4 1 6.8 0° 1 1.50 —s r e �. o \ 1 5.8 O � 5 M 9. l \ \ 53 r420 T SNS '` z" 6 17.30 7.45 S M • \ ._ �/ •• vie � � , EpU � .� ( 1\ / I 'L � \ \ 7 1 6.8 0 8.3 20.00 16.00 TRAfl �t ieei► � '� 2,5 5 hn -toot i �. / - Ny Il.l uTtfr) r Jo T .95A4' TlqV l �j `` � o yes _ 1 N* O• 64 ,. L { f• ". �T "'a CO � �. ` 8°r!o .TEE - ° , , � •�, • ' � � n ,dt C1i 5E AGE gots a Ips ` 6 t EAT. \A1rcy r, NT GC 9 Q s O VEN7 ;rI4 SERV/CE \ 00 *by a r ♦ {' i J • ''L �- _ C4S METER 7 — J,• -- .•,,s 'e •': t t 5 .... Lib 0i eo• 'c Q 7RAE ■,t -- t�� e.3t t ,6 t '� +�//Z. .a % • Z �. L wK' > �G l" Nr W/� S f - E X05 '►•, �� --- � I / f4 '•=b<+ %:� '� •Zd - t .O, L.=1C ��r� ;yt',T 20 r/ c'2 ' 2� rot. Jos r8" 7� 5 �y ` Existing Topography, Utilities, Property Lines b ",.'".. 1 VLT '/GV �8 1 14%164� , �14%164other Site Features supplied by: PERKINS ENGINEERING � �. 8 XBTjS w/ G.Vs. r4 3% INC. Civil Engineering d Land Surveyors ; ) 4 I •. t4e4 10 Industrial Park Road Hingham, Mass. s I : I o r totem ? L3N i)r(6i .. E COVE:' 4'" ►ektr..fl '�� •maw -•. YARMOUTH,, MASS �((( UTILITY PLAN "V _J H.W. MOORE ASSOCIA7ES,iNC. DATE °-2585 _. SC .T. S i ...._' SCALE N a ENGINEERS a PLANNERS : •_ : SHEET 4 0 f 14 ISSUE DATE DESCRIPTION By CNKD APP BOSTON MASS • rt t u i ' E S 1 `r �' ♦ � .ter► r. t r E i' E t a» ♦ 1. Locatiars and sizes of urtidezcgrwxi utilities taken fran best g. Pwp alarm to be located in front office, and or, a sepaxata cimuix available infozmsticn and is tot wesrtanted to be correct, ror from the Pup pow -_r• 3 /rt /+` -"�+. - �_.. ¢...+..�*.....,, ♦,� '" /� that all undexgrou d utilities are shown. Contractor will be 3 l'i'�� '1- •.`� ,� 10. Distribution brae, to to c�ouipoed with Tces. 2xb \7) �` ,` ��'--_.y-�. ..-- 1 Visible to locate all existing services and to verify sizes , / ♦ ;. i+� �� _`� C for installatiai of new work. In the event confl-icts with 11. Slater ins to be ductile iru: oTvnt lined ;clams 52} set a miuurur, 8 -e \mss ��' existing utilities ane encountered, Contractor shall relocate of 5' - 0" below finish grads, and shall h? installAd in ccrdor Lance tta \ S•• -. }g �, �,t \\ �� new work as required without additional ca-pensation. with Yazrout2 Wat'ar DgWtrrert. Tel g max` 2. Septic tanks to be set on a level stable base that will rx�t 12. (',ts,erator tr be installed for f�TT[� a 3 Sc,e Trearnezt Plant on y, \w + _ ~\ + settie. and shill bt tested at i�st - \ _ V . 0 a- om a year wApxior rr. u f ica t ion given to Board of Hc;alth. N x� �`►� �" - ..\ � 3. No on of the a deli to be revised without written approval from the design engineer and the approving authority. \- � 4- All stzuctures to be H-20 loading and to have access r.H,•Zholes • ' ^0 1 "5 151 \ _ ext-cTi! d to f inis'n grade. ,` *o♦ ` 5. Sewer pipe to be solid PVC (Sett 80) w/4" perforated PVC (SDR 35) in Leadiinq Trenches. 6. It shall be the contractor's responsibility to make arrangasrents : 1 � •`' , � t - for construction inspection necessary for F1,gineer's Certification. - t• z t � construction shall be done in accordance with the s � L , y � � \ � ,�. � � �♦ � ?. All tar'ped \ approved plans, the State Dwirarental Code Title. 5, and local , / �- %�� , � / » \ �■t+6. Hoard of Health Regulations. S ,' v 8. vt-ere sewer lines cross tater sapply lines, both pipes shall be oxnstrx:tP_d of Class 150 pressure pipe and to be pressure tests - ��' " / \ • c ��" to assure watertightness. In addition 20 foot lengths of pipes shall be used and installed such -eat thejoin" are 10 feet either .� cK o; - i Side Of the dossing. • �j 5 Nom_ ,,/ "-�`_' may_-'�.' �\ /-\ ♦�►� • � _ •• * , i 2 \ 1 • 1 ` es �•� 1-4 s LEGE�1. / ., ,. > •% r YR t to NK �• a 4, 5 INI� r CL n 3..E `J J TNV T U�LE7 � / / 81 ��• �`\ l� ,s 8 W/ 3r YEA s ALYE z4 v i•� ` �� '•`� TE�Y `'°�.. �� '„S \ .,.•• 1Vis' Ilk. ED `SE�1ER MANNOE.E \ `, • s. 1 / Ila Plow 't?' �I 9t41h L L 1 7 . I I` Ib / li f "� u i G .B c ^1 ` ,.�.. $M b -- — at AM � t 14 G W i �"�'``� � , � • -r-,-,-r-,-,$ • PLUG /dill 63a'i'>: vs'bi.VZ GAS /1 I i ( - 8 PE O &_ SEWER SCHEDULE 4K / S 1,. 5.� 10 '� / �•� //j/ \�� =11:70 � EMP No. Rica Inv. 15.15 tt• S r , - _ '_ _ _ _. Pr` . ` • T / / i �l�'� q I, 1 5. 1 5 1 i. 10 Ya.0 as � 2 16.30 7. 904 TEEit17.00 8.40 0 tf-4 / t 4 1 6.8 0° 1 1.50 —s r e �. o \ 1 5.8 O � 5 M 9. l \ \ 53 r420 T SNS '` z" 6 17.30 7.45 S M • \ ._ �/ •• vie � � , EpU � .� ( 1\ / I 'L � \ \ 7 1 6.8 0 8.3 20.00 16.00 TRAfl �t ieei► � '� 2,5 5 hn -toot i �. / - Ny Il.l uTtfr) r Jo T .95A4' TlqV l �j `` � o yes _ 1 N* O• 64 ,. L { f• ". �T "'a CO � �. ` 8°r!o .TEE - ° , , � •�, • ' � � n ,dt C1i 5E AGE gots a Ips ` 6 t EAT. \A1rcy r, NT GC 9 Q s O VEN7 ;rI4 SERV/CE \ 00 *by a r ♦ {' i J • ''L �- _ C4S METER 7 — J,• -- .•,,s 'e •': t t 5 .... Lib 0i eo• 'c Q 7RAE ■,t -- t�� e.3t t ,6 t '� +�//Z. .a % • Z �. L wK' > �G l" Nr W/� S f - E X05 '►•, �� --- � I / f4 '•=b<+ %:� '� •Zd - t .O, L.=1C ��r� ;yt',T 20 r/ c'2 ' 2� rot. Jos r8" 7� 5 �y ` Existing Topography, Utilities, Property Lines b ",.'".. 1 VLT '/GV �8 1 14%164� , �14%164other Site Features supplied by: PERKINS ENGINEERING � �. 8 XBTjS w/ G.Vs. r4 3% INC. Civil Engineering d Land Surveyors ; ) 4 I •. t4e4 10 Industrial Park Road Hingham, Mass. s I : I o r totem ? L3N i)r(6i .. E COVE:' 4'" ►ektr..fl '�� •maw -•. YARMOUTH,, MASS �((( UTILITY PLAN "V _J H.W. MOORE ASSOCIA7ES,iNC. DATE °-2585 _. SC .T. S i ...._' SCALE N a ENGINEERS a PLANNERS : •_ : SHEET 4 0 f 14 ISSUE DATE DESCRIPTION By CNKD APP BOSTON MASS •