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10 Cedarview site plan L.. JLx' 3 4 - 1.5 INCH WASHED, FINISH GRADE SALEM UNIVERS6TY CRUSHED, ANGULAR STONE F-.w l U .�1 STATE 95% COMPACTED FILL THE INVERT OF THE SEWER HOUSE CONNECTION ?k FILTER FABRIC 7 OZ SY IS TO BE SET NO LOWER THAN THE TOP OF THE ,. / INLINE AREA DRAIN SEWER MAIN. ALL SEWER HOUSE CONNECTIONS NON-WOVEN, WRAP BY NYLOPLAST 3 OF PEASTONE ARE SUBJECT TO ADDITIONAL HEIGHT ADJUSTMENTS INFIL. FIELD COMPLETELY OR EQUAL AS DIRECTED BY THE ENGINEER. N SC-310 CHAMBER SITE oho°%o°fig a ° ° " SDR 35 PVC } ° °� ° °° SEWER PIPE o CF.��n o°o o°o° o °p° o M8 °� ao° Gips °O 0� a0 0 0 O o p° p °pG �x )� . _ 6" Min. °mo odl ° �' MAP 21 LOT 95 ° GROUND SURFACE .� 0 o p P N/F SALEM CONSERVATION 16 ' ` ��'i- A ' MAP 30 LOT T 71 �b 411 RI VER VI E W S T. , �� � �� Go N/F 6" Min. SALEM CONSERVATION Of. > EXISTING SEWER MAIN o N LOCUS PLAN END VIEW �'' — — w SCALE: " � _ 1 400' 12" MIN. 12" MIN. TYP. N74° 8�` �w e . 5p Wall TYPICAL CROSS SECTION °a° •69' — — - — — -� Iron Rod MAX• °® 8 TO BUILDIN G I '�' �- (Fn d) STORMTECH SC-310 CHAMBER SYSTEM 2% MIN & AO% GRADIENT I CONSISTENT 35 PVC ° 'g7-- SHED 6' ER PIPE ° °o g cb a° 0 11 DESIGN NOTES FOR SC-310 CHAMBER - SEW QAa a�° ° � SC-310 IS 34.0" x 16.0" x 85.4" PROP. INFILTRATIO EXISTING N ( i - DESIGN UNIT BASED ON RECOMMENDED METHOD OF INSTALLATION. SEWER MAIN TRENCH W/ (2) i°��`/ MAP 30 LOT 66 - CAPACITY OF VOID PROVIDED BY STONE IS CALCULATED © 40% OF TOTAL VOLUME. STORMTECH SC-310 - CHAMBER STORAGE IS 14.7 CUBIC FEET. — - CHAMBERS. I 5,625 SQ.FT. - STORAGE VOLUME PER CHAMBER W/6" STONE FOUNDATION IS 31.0 CU. FT. i 0.13 ACRES - TOTAL STONE REQUIRED PER UNIT W/6" OF STONE ABOVE AND BETWEEN CHAMBERS , i - - - - - - - --- 1 IS 40.5 CU. FT. TYPICAL 6" 450 ELBOW - DEPTH OF INSTALLATION TO TOP OF CHAMBER IS 1.5'. PVC 450WYE PROPOSED INLINE AREA DRAIN L_ - - - -- - - -1 - 1' STONE BORDER IS REQUIRED AROUND THE CHAMBER BED. ANGLED AS REQUIRED BY NYLOPLAST OR EQUAL, PIPE 44.C - STORMTECH CHAMBERS ARE H-20 RATED. DIRECTLY INTO TOP OF CHAMBER__ W/ "INSERT-A-TEE" FITTING PER MANUFACTURED BY STORMTECH OF 20 BEAVER ROAD, SUITE 104, ELEVATION VIEW MANUFACTURER SPECIFICATIONS. Q� WETHERSFIELD, CT., 06109 USA 888-892-2694 RIM=94.3t \ � 30" PROP. �, INFILTRATION FIELD TRENCH SEWER SERVICE CONNECTION I I (12x1 DECK, I �96- EL= 2) EXISTING 1-STORY RESIDENCE SCALE: N.T.S. SCALE: N.T.S. I� I R CONSTRUCTED IN APPROX. 1930 95x5 , L 9�6x0 � PER SALEM ASSESSOR RECORDS � 5 \ WALKOUT< 94 1 (TO BE DEMOLISHED). -77 L E G E N D \ NI '� \ o r (� >Or PROP. t10 I w BACKFILL TO SUBGRADE W/ - - Property Line �\\ can SI ",GLE—FAM I L i f , l ' / '�� MAP 30 LOT 67 CLEAN GRANULAR BACKFILL \ � 1 : 00 COMPACT TO 95% MOD. PROCTOR CLEAN GRANULAR BACKFILL ® Iron Rod (Found) �' � �ESI DEN CEC �� C // n c1 �' o N F SHALLOW Q i z / No. Date Description NO STONES LARGER THAN 3" / i i Existing Building MAP 21 LOT 99 SCLALE �/( ,� � = h PORTER CEDARVIEW TRUST COMPACT TO 95% MOD. PROCTOR Revisions Existing Tree \ f AS REQ'D ® N/F I I 8 CEDARVIEW ST. —98 Existing Contour JEAN—CHRISTOPH FRANCOIS I ' - F=104.0-F i BUILDING SEWER, PRESSURE 98.40 Existing Spot Grade 10, , ./ �C�Ot 12 CEDARVIEW ST. L'AB=95.( / 12 LINE OR VENT PIPING — Existing Edge of Pavement o ; ! �/ �j� f —._ _- 7.1 _ SET AT SLOPE OR INVERTS y� W Existing Water Llne 6" MIN. ° °°° °°°°°° AS SHOWN. g°°°° ° \ f S S Existing Sewer Line 10 0 "> 98x6 ° s, - OHW Existing Overhead Wires I ~� j00x5� f : . I 'J•n '" ° ROBERI s i� C P� GRIFFIN Existing Telephone Pole \ \ H. m C I�t�. °°°° °°° 6�, MIN. ALL SIDES Aso I 1 �j ' PROP. #36VIL ° ° ° ° °° Q Existing Water Shut-off vni �O� 1\. � '" 1 VE', M 10 x p 3 f TALL Ufi 686 , Existing Water Gate Valve \ '` 1 2 g L RET. WALL . 3/8 CRUSHED STONE �� I ��- � \ � L-15'f OR SCREENED GRAVEL BOTTOM OF EXCAVATION s0 Existing Sewer Manhole I 1 \ = 100 Proposed Contour \ f . 101x5 Proposed Spot Grade �.\ T / O \ Building B un PIPE BEDDING Proposed g \ ` ` W W Proposed Water Service \ \ 4 . \ 1I C o SCALE: N.T.S. \ S S Proposed Sewer Service — Proposed Edge of Pavement \ I \� 1 \ I Griffin Engineering \ 18 i \ I ////� Group, LLC \ S8415 — r — — — — — 60.00 Iron Rod 495 Cabot Street, 2nd Floor ZONING DISTRICT - R1 �q& (Held) �1 Beverly, MA 01915 SETBACKS: FRONT: 15' W\/ PROP. 1"0 TYPE-K �— - - -- --- -4 .- — o —,\ — - — - — -- -- — Tel: 978-927-51 11 NCI COPPER WATER SERVICE :E \ Fax: 978-927-5103 - SIDE: 10 I/h i \ ` - REAR: 30' / O / \ O CA REFERENCES: \ \ \ 6, 1) DEED BOOK 22097 PAGE 260 t "Y �t CEDARVIEW STREET ' '^, 2 PLAN BOOK 36 PLAN 17 �� W��W \ II, I/„ \ W G"o� WATER W \` c1 \ M PM COMPANIES 3) PLAN BOOK 212 PLAN 92 \ \ \ { Y� ly W-- TW— w w- --- Wl 4 10 CEDARVIEW ST 4) PLAN BOOK 227 PLAN 77 S S 40' WIDE —S S S�� S \1 \ \ \ ` SALEM, MA —J \ CONSTRUCTION NOTES S '—S »1 ---moo ----� S S 1. ALL WATER, SEWER AND PAVEMENT REPAIR WORK SHALL COMPLY WITH \ THE CITY OF SALEM REQUIREMENTS. ALL WORK WITHIN 10' OF THE RESIDENCE TO CONFORM TO MASSACHUSETTS BUILDING CODE, AND ANY LOCAL BOARD OF HEALTH SUPPLEMENTARY REGULATIONS. — — — — 7/ — - --- - — - — 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HORIZONTAL AND -OHW OHW----- -OHW --OHW — I-IW- OHW— -OHW- OHW VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. SITE PLAN 3. SAFETY MEASURES, DAY-TO-DAY CONTROL OF WORK AND CONSTRUCTION METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5. IN CASES WHERE LEDGE OR BOULDERS ARE PRESENT, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ASSURING THE AMOUNT OF ROCK TO BE PLAN ENCOUNTERED. PROP. 6"0 SDR35 PVC SITE 6. TIGHT-JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE (PVC) SDR 35, SEWER SERVICE UNLESS OTHERWISE NOTED. (S=0.02 FT/FT MIN.) GRAPHIC SCALE Sc Lz 1"=10' PLAN NOTES: 10 0 5 10 20 40 Job No : 1839 1. EXISTING CONDITIONS HEREIN WERE DEVELOPED BY INSTRUMENTAL FIELD C- 1 SURVEY CONDUCTED BY LEBLANC SURVEY ASSOCIATES OF DANVERS, MA. Fe Name: p/p/s/m 2. ELEVATIONS ARE ON AN ASSUMED DATUM. ( IN FEET ) 3. PROPERTY IS WITHIN THE R1 ZONING DISTRICT. 1 inch = 10 ft. DDgtz 11/7/19