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HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 15 Dwg C-9M m 0 n N m O m a 0 N 1 C7 w I_G -2210 W LANDSCAPED AREA, SEE NOTE ° o° CO 66 LIMIT OVERLAY, OF PAVEMENT SEE "KEYWAY 5 El M R �9 ��1}° B1 T. CONC. PAVEMENT i -•- � aoL— '— # 32 6" PVC HARTWELL DE AIL" DRAWING NO. AVE. 1— N 1 �3 \ cB #130 " Pvc ce #131 s P+ p--- LIMIT OF RIGHT OF WAY, TYP. C 16, TYP. TRANSFO B 43 \ ` ✓qc 6 P ✓ \ .�_ (n RCP KENDALL ELE AN p�,o C8#44 LIGHT L/GNT LIGHT 1�0 CB 36 18" D-- --D- -- 135 n ___- p-- h� JJ T KIM lkl 1 _�--- -NET Q ~ SMH #12 p 13 8" STEEL H.P. GAS T ET_ N NET NET NET "STEEL TEL. MARK w NET L. MARK NET o vNET-IG r -NET NET N G---- GV r P. GAS w � NET �_G -- G-- -- a BIT. CONC. 10' 1�1 ,�aG 45° BEND a Q C8 #37 h� 13 PVMT. DYL- - - -� DYL L ° w N 134 If4 1'� 5 13 6 ---- - - -- DYL DYL f � + to DYL 7pYL -- D - 8'23 OMH #4t CB 4 D_ p� 15" RC ° H 39� �- +1 2 # RCP CB 38 D_____ -- p _— 8 -27j _ _1}- -- — D -- — i " — p--- — ty!_ E E E �..— E H cn to D— — _ E —OH E Ot E E OHW-- -OH 0 � IG_ E E E E W E —__ E w— n \ 66 � W1/rt._ 8 SIGN. Ai. P 5 il �°'° �. �s �� ­4 �I SIGN TBty� ss ��� ,�� 45° BEND REMOVE EXISTING <i �h 113 F FRONT CAP BOIL OF 0 o AND INSTALL REMOVE EXISTING AND `�s FIRE HYDRANT PLAN NEW ASPHALT INSTALL NEW ASPHALT 24 HARTWELL AVE. #18 TO #12 EL. 137.70 SCALE: 1 " =30 CURB AS MEDICAL CARE CENTER CURB AS REQUIRED HARTWELL AVE. LIMIT OF PAVEMENT OVERLAY REQUIRED RIGHT OF WAY - -- 145 145 HARTWELL AVENUE BIT. CONC. SIDEWALK 8 -24 I I I — 140 140 B-23 20 PI04 ijiE PqF EXISTING GROUND SURFACE— ELECTRIC--­ �MA'P�9 15" RCP DRAIN 40' Q-8" H.P. GAS _- g -22 EyP / a Mi59rvG ro __ 135 .135 (n n. �r. covet 3.0' o- --GAS 26 Z O sz° a D 2' V1 R1F_R - 5.0' MIN. D.I. IN COVER I w --- - -•�-� — — — — — — — — — — — 130 i 130 I —�- 121 �8" AC SEWER 12 125 125 12.0 nl ' m C) Ln N 22 (6 12.0' ° Z S Z 120 120 62 +00 63 +00 64 +00 65 +0 66 +00 67 +00 68 +00 69 +00 ¢ 70 +00 02roo' p .DO Gywo' G5+ 6Gwo' 6 # +epN T �OINE � - - - -- PR OFI LE Rcv DATE Gump DRAWN APPVD NOTE: SCALE: HORIZ 1 m30' ANY DISTURBANCE OF LANDSCAPED AREA WILL REQUIRE VERT. 1 " =3' FS'T DEPARTMENT OF THE AIR FORCE TEMPORARY REMOVAL, BALLING, AND BURLAPPING OF SC 0 HANSC OM AF B, MA. 01731 TREES AND SHRUBS. THESE WILL BE PROPERLY STORED 1814 BASE CIVIL ENGINEERING SQUADRON IN ACCORDANCE WITH THE MASSACHUSETTS NURSERYMAN'S — ASSOCIATION ANY VEGETATION PROCEDURE AND REPLANTED UPON COMPLETION. THAT DOES NOT SURVIVE REPLANTING OR FAY, SPOFFORD & THORNDIRE, INC. LEXINGTON, MA REPAIR SEWER FORCE MAIN DRAINING NO. IS DAMAGED IN THE COURSE OF THE WORK WILL BE COORDINATION HANSCOM AIR FORCE BASF, MA. REPLACED IN KIND AND SAME SIZE. SAFETY CHIEF OW SECURITY CONTRACT PROGRAM. STA. 62 +00 TO STA. 70 +00 c,wL v 5' O' S' 10' OF <i COMMUNICA110" CONSTRJCTION MGT CMEf, EN SECT. CHIEF, R EN.V PLNG OR ©ASE CIVIL ENGINEER J. wam FIRE CHIEF CORRO" CTRL ARCMTEM CIVIL ENGINEER CJO DATE 12 AUGUST 1993 AL EMMONME14TAL ELECTRICAL END MECHANICAL EMC SCALE AS NOIED 25' o' 25' 50' 75' 100' 125' 1"=30' 1 1 1 MXRD92 -0215 USNO AGENCY ENERGY CONSERV. STRUCTURAL ENO DRAWN BY CAP CAO PROJECT NUMER NCOIC , DRAFTING VAULT FILE NUMDER SHEET 15 OF__ -.jI I_G -2210