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HomeMy WebLinkAbout0120 SOUTH MAIN STREET - Health e1 C _, U, zs �o G I. � • • cb /rye tK en / 1. .x•w Cam•'''/ \\J ~` ` . y v /' ...ram ` ` \ . .,.., — •N � � Mi�' F ,� � l:N`J 1J • a • " .. _ _` " . .._.— � M„ f, '18x I Q `~ 1 ~ ~ — . ., _` \ \( 'l \ •', ` ,.oaf 1�: . . f I. - ° -` , • ,� _— — — --- -- -GI ESEL ,F>EL '� � `� STO KE D \ � \ � ,� U 3—D U MP"S TER S q `} � J LL! a Us SIN LOD L j _j y c� o o N PAT[ St ' / .P °; __r— --r --- SUBSURFACE G • \ \ \ \ \ F CA A\�'� c� w �, Lj \ �^� � � r • ' r`~ _Yf J! _` } .: ;?+tt\/ _ f r^ � 42 �S E`I?- _�_ ` � - ._� r vh° \ \ �j \ 1 J [h U 0 LLl u . • AREA �• .°. ._,_ \ r \ \ qy \ F �, d. > 4,___GR A.SSQD�AR A -� ./ '-- /'�\ \ IE\\ \ \ ,� \ �� ► ' I O rK 1 1 /2 STORY \ •� \ �� \ \ \\ \ \�� / ��' .! P� w \ O d 3 STORY BRICK N. \ \\� \ t \, \ \ \\ ,�°` • . �� '��. — j BRICK o 16 \ �� \ \ \ , �\ \ \ ��>r \� �,� / ,� 4/ m z UBS F E I BUILDING \ y \ �� \ � \ / ' \ l Q �-� w PTlC ° BUILDING 17' HIGH ° \ \ \ \ \ 6\ 6� a�� � ./ �� '� � n 1 32 HIGH (EXIST) o \\ \ . \ F` Viz, . \ o \ \ F / \ . llooe �� (EXIST) \\ \9�°\ �'� "' \ 0 �3y s'e�\ \ \ • -- — �`�' \ / �F o \ \ 1ROOF 1 • . V) EL. 0.3� n n n .' n r \ 36• / ¢ Q a ° 1 EXIST. SIAMESE n n \ �3 \ \ \ \ / O I � TRANSFORMER coNNEcr�aN --4- \ •\ ��'\ ' •� \\\ � �' � -_._ —..:. _ --� r--- --- � � !,'%�. EL m uj � (o a EXISTING PARKING SPACES� - 5- -E5 N V Iz- 9 / 17,813±S.F. \ \ �- _.�-• �•' _.-- \ ` Q ' 00 _> \ GROSS ,-" a _ - I ! ri" . . ....•- 1.- r:. AREA(EXIST) -- "% � '�' O t �-- ___- --- -- - \ ROOF / ' �� • . � _ ` _ EL. 79.35' ! t, . • `_'� --_ — --- f , \ ��vSESTB 6� tj co cc tli PAVED FIRELANE \ , •[k�c o��oo Q�° WITH GRASS l00 MH / Aso �- �� 7 2 STRIP IN THE c� � ° MIDDLE F dF' s1; * ' ' 8 102'_ BM #1 OP OF L,C.B T ; GRASSED AREA ��- EL. 49.08' �\ , WOOD r>T Z LAND ,_ COURT \ s' SUBSURFACE GAZEBO < j SHRU \D. �j Ucq BOUND \ �'' S, SEPTIC AREA; fet .� Syy / t[ F /A WITH DISC C4° \ 6 0'� 4 l*� \�� �� z w Q >- �9 , �• � .�6' 9 f 2 _.-- 1 •-- --! as Q (� LLJ a 1— "v \ ry j ® ® „ mil 16 ,,c 0 15' FRONT SETBACK AS z LLJ O 1 , WETLANDS DELINEATED BY NORMAN! HAYES, P.W.S. I'\IOVEMBER 2005 AND JULY 1000 �� \ � ® ® �2 y / 1'\ 22 \� '� PER BOOK 464, PG 410 p z —1 O I._. 2. THE WETLAND AREAS DEPICTED 01\1 THIS PLANARE EXISTINGWETLAND RESOURCES WITHIN100 S ' Q� \ 6s-2 ` �- °\ \A� Q LD FEET OF PROPOSED PROJECT. �F�oc� \ 7 L�� / > O 3, THIS PLAN! WAS PREPARED IN SUPPORT OF THE DESIGN AND CONSTRUCTION OF A SEPTIC �C� 'QQ �RFL Q = Ii LLJ I-- �o Li � U TREATMENT PLA1,,1T AND BUILDING ADDITION BY THE CLIENT. � \ / '� 'o �t5`� C P CD �G) = o z LLJ 0 \ of '\ ` \Pj�'- W I— Z cu 4. EXISTING UTILITIES SHOWN ARE APPROXIMATE. BACK �— NE Q"J //' j Qv � � W < � SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND ` • ' ULUN G S�� --' ' � °�S G �� �' 0 U � � �THE CONTRACTORg _ COORDINATING THE PROPOSED CONSTRUCTION! ACTIVITY WITH DIG—SAFE � ° __-- rU� U N X z y , AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE � J � � Q�, O�, Z `� W 3 EXISTING UTILITY SYSTEM IN SERVICE. DIG—SAFE SHALL BE NOTIFIED PER 1 48 .69 �° •°'�� \� � � THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 ' 1 4." Vv w 8 3° s x. ° CK S AT TEL. 1 -888-322-4844. THE ENGINEER DOES NOT GUARANTEE ��� U, THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES LAND VATIONS OF UNDERGROUND UTILITIES ARE SHOWN. LOCATIOilS A!lDELE COURT �\ TAI:EN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, BOUND ��\ " EXISTING Q � LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REOUIRED PRIOR LEGEND: � 5' X RICK OVAL SIGN U WITH DISC ON BRICK PIER TO THE START OF CONSTRUCTION. LAND COURT BOUND FOUND EXISTING LIGHTt, 5. TOPOGRAPHICAL SURVEY CONDUCTED BY SS DESIGNS IN APRIL AND AUGUST OF 2006 tY=� a EXISTING TREES GREATER THAN 10" DIAMETER � EXISTING CATCH BASINS CAPE REGENCY � :1-1 BASED ON A VERTICAL DATUM SET BY DOWN CAPE ENGINEERING CIVIL ENGINEERS AND — —600 EXISTING CONTOURS d EEXISTINGBViY C. �•""', �"""°°,. •, -�.� - •,--,_, r--,.,.. �V � LAND SURVEYORS ON „l A PLAN ENTITLED, SEWAGE SYSTEM DESIGN FOR '120 BED !'NURSING HOME 1N IYATER LINE � I N CY NURSII',IG HOME OCT. 30 '1981 . EXISTING BUFFER ZONE LAND IN BARNSTABLE, MASS MADE FOR CAPE REGENCY G GAS LINE BM#1 TOP OF LAND COURT BOUND EL. 49.08' E/T ELECTRICAL LINE 0 13 EXISTING FENCE GRAPHIC SCALE 6. PLAN REFEP,Ei ICE: ALTA/AGSM LAND TITLE SURVEY �t. ,,r, T •� O o TANK .r . D�.� °nt`' ^.,.,. 30 0 t5 39 60 120 _ Z Q ' EXISTING PIER r�' "° r�'�' p = 120 SOUTH MAIN ST, BARNSTABLE (VILLAGE OF CEN TER VILLE)" DATED JANUARY 18, 1999 ° 0 � U BY HIDELL-EYSTER TECHNICAL SERVICES. EXISTING EXISTING LEACH PIT EXISTING FIRE H?DF,ANT I: ._aa f�� Z�v,� { IN rEET } EXISTING MONITORING 1,EL L ininch� = 30 [L. SHEET 1 of 16 Q • +` SPILLS=rnY a �J • �` HAYBALES , •, { Q�\.''rE�: J-t LLJ Z Q C_+J and F = •��� ^� i. f ` C/1� `�� U Q All NEI'� o PROPosEo / VT U = PROPOSED s,uoo rnL �y}� C'G;}�RATO� l6 0' vA�r(TYP) EXTFRI LIGHt ~' CU SEPuc TANK Oft . O Q F- N • [ RELOCATEQ• PROPOSED . I .•"' } FUEL TANK ` \ ��,1'� _ ` • \\4 f,� p Z . . SAC•"_ ' -� '<,�.. O 0 > � •�- a L RELOCATED •Pr0.5E0 GREASE TRAP w__ ¢ ?- `. / �✓ I GENERATOR V/WTF STRUCTURE < � P` - - � � Q U Erlsr 8.000 GAL • , ' 1 __ccE TIC TANKI / O cn ZLLI /" 0 w\� a fY I Ile • P * O '� O 0 a rn a BM #3 � }} 1 1 /2 STORY SMH RIM a 3 STORY I %✓'o ; ' \,�f .6� G� \ PLO w EL. 47.62' BRICK \ \:• ✓/ I �� (y �• �` '`�/ Z BRICK BUILDING BUILDING ���/�� ; a \ � / �' -� a Ld 17 HIGH \ <✓; - r �j� . • U `� �y 3 2 HIGH �?` (EXIST} \ �,,� / �� a" CL ¢ 0 �!\ (EXIST) \ .� �Tti , . - '. / • • �� I;i o / \ f (10 moor ' �GFr ... ¢ I� w EL 50.35' < 1� Q 4 `1 E� SSEXIST. SIAAIESE. A 3 ` • , ` (J a �^ \ corarJrcTlDw ,EI �0, pS • , 24.„0• • / f N ,, a q ' ry-\ ¢ ¢ ¢ ¢ w zzo ELOCATED \ `� �`C1 LIMBER < ' ' \ 0 r r u1 ALVES & BDXE \ 19 . 5 4± ACRES TOTAL . • ,i �\ �,, M a 17,813±S.F. sp8 U �r or[ uo S i Cu • ' ' ' • 0 ol GROSS AREA _; ' p' N hcc�ss to I• z `\ (EXIST) �t :�.. EXISTIIIG PAVED FIRE LArIE---� _, ' 'r'FUPi.SID WTH GRASS STRIP IW THE MIDDLE ROOF OtJi:�O EROSIO,J EXIST 9.0( : GAL 22 2 L 'rOCf<Pl� f �- EL. 79.35' SEPTIC �� ' �7 IA, �� r 1jY0RgNrED FIRE - SMH RIM �\ � \ •`` \ .... ..- / - `• `� ✓ 0 J RELOCATED SHEDS FROM / �• °� (� BUFFER ZOIIE tMT. ry CD � J RELOCATE Li p GAZE$0 `� , W MCA ` {/) � Q n~ AND GAS RELOCATE tiYATEft G' RELOCATE \ ; Z z _ ® D FrRE �\ 15 FRONT SETBACK AS Z W r.¢ r '; {, _ PER BOOK 464-, PG 4-10 W QUO �` \ -} ( �' O z `� n MF �P u < 00 LLJ 6 g' ' �=_ o o� W JS, ,� >> � �� W S 8 3 V LEGEND: � � �- �,\ EXISTING Q ' o W 5' X 40" OVAL SIGN U LAND COURT BOUND FOUND TEST PIT u \ \ ON BRICK PIER {-'�=_ ° E,k7STlNG TREES GP,EA TER THAN 10 ' DIAii DETER _ \� PERC TEST 0 » to 1" EXISTING L1GHI 'g CAPE REGENCY —600 E,YISTlNG CONTOURS 'dr '—DETAIL NUMBER 0 G PROPOSED CONTOURS PROPOSED LIGHT u 4 DETAIL bi'ATER LINE EXISTING CATCH BASIN C-J �"'`; _ "<- r- .,.,• \� REFEP,EI\ICE SHEET NUMBEP, J G GAS LINE `F j PROPOSED CA!CH BASIN _ { � F E/T ELECTRICAL LINE I•t�v E E,�ISTING Bvly GRAPHIC SCALE o EXISTING ii rONI TORINO I I EL L z 0j U �Sr r� rc 30 0 Is 3D 60 120C, G = 6 0 o TANI' EX7STIrV �' .. I o G BUFFER ZONE F Yf- � EXISTING FIRE h' OP,AIa'Tr.r``1 " - ¢ (/JAI S PROPOSED SEIIER MANHOLE o ti EXISTING FENCE PROPOSED FIRE HYDRANTFEET EXISTIrVG PIER 1 inch�„ :?� , - �� c h = 30 � it. SHEET 2 of 16 .� .� .. _.,. ._ � •� (116 � .:•_ _ Q • �. ?;~ ROPOSED 15,000 GAL EQUALii:.TfC14 TANK ` CO CYD SHEET C-4 I �7I '�\ �`�' '�`'�",_ •�� , �t 3 rGl,IW•(-TIQNt t I \\\\ • �1 - - :` � f_ r f '' PROPOSEDri.V00 GALSEP TANK ' •\ � � ��-`—�I� + � `�`. .. / DETAIL 2HC SHEET C-4 0) ��.: ^, PROPOSED _ i� i •��'.. j •-• C� r•AC I PFiQaQSED �P- l am.,•, \v GREASE TRAP \ . / �[] �'rrF STRUCTURE _ ` \,P I �J � � LLI0 � EXIST 8,000 GAL 7 tJ ae O o(�Oq � C1 } Z FEPTIC TANK Z Q Q • / Q 0 U � N� - BM ,#3 / ` 1 1 /2 STORY • • `, ���. ./ \,P� Q SMH RIM o 3 STORY \ j�;;L -,��; > U) F- .' 0 EL. 47.62' BRICK >. ! 419 LIJ BRICKBUILDING ;°,;: % • / O ,� ¢ w c BUILDING 17' HIGH �� '� Ld \yr 32' HIGH •, / Q+ vi a ¢ o (EXIST} �� ' • • .e • . F.� �'Iii z o �' o > \ (EXIST) ti • • • / ��� p(' Q Q L w l \ ROOF 9LF �. \ ` ��,�� o O I�JI Q Q' Z V •J Z W o \ EXIST. SIAMESE. OA d'� / O d. X V � O SCONNECTION 'z� QO 0�^ • • \ - W LtJ 7 I^ LL. 01 R��° s �'BOXES / 19 , 5 4_ ACRES TOTAL . ' °' bi 9 17,813±S.F. • • a \ GROSS01 ( '' ,;; ,` r`_` 4` �• o `\ AREA Q Q U' a (EXIST) :•{ �'C,T SLR sro / EXISTING PAVED FIFE LAtIE--��� DETAIL El`0 O wTN GRASS STRIP In THE MIDDLE � ROOF EXIST 9,0( ?.GAL SHEET C-4 Sy � `� �y= t L StOC-PILE � z EL. 79.35' SEPTIC 'AFIK O Ld W Q W c a —� (�i •� 4 < � L Q w y t \ lf( Lo WAY ` w� - "` �• I1 ;� , �• SMH RIM EL 49.24' \ R �� ` ` P.ELOCATED \ ` CJ StIEDS FROM ;\\ , °^ 13UFFER ZONETOP OF L,C.B EL. 49.08' ^'� TEST PI T DA TA �._ .r ` \ c ` ` { v; b �� za PROP SOIL EVALUA TOR: STANLEY SZCZURKO SOIL EVALUATOR: STANLEY SZCZURKO SOIL EVALUATOR: STANLEY SZCZURKO �/ � V '� � \�P �` ` \ �,• : "'°'AHD �Tuc ,LING ( � �j✓ ���o�iyon Qa�° C .-� � - ,;;:fir:: �•= WITNESSED BY,• CHRISTOS DIMISIORIS WITNESSED BY CHRISTOS DIMISIORIS WITNESSED BY CHRISTOS DIMISIORIS DATE.• 1/17/06 DA TE.' >117f06 DATE.' 1/ 106 TEST PIT #1 TEST PIT f2 TEST PIT I3 � ELEV = 48.39' ELEV = 48.69' ELEV = 47.64' '' ® 4. \ cy • - / --12, A SL 10 YR 2/2 l ' , __f Ld a 0 10 Ap SL 10 YR 2/2 0 10 Ap SL 10 YR 2 2 0 p \/ \ = , ; y 1 V _ - - C) , 15 FRONT SETBACK AS I— `� G �_ ; '�� \ ' `'� \°� PER B00I< 46�1 , PG 41 U z �- 10'-24" B S 7,5 YR 4/6 10" 22" B S 7,5 YR 4/6 12'-36" B S 7,5 YR 4/6 _ ' COURSE SAND COURSE SAND COURSE SAND - G G W \� r C`� �} + ��` �� U r r r • r r YQ 24 -78 Cl S 10YR 5/6 22 -60 C1 S 10YR 4/6 36 -52 C1 S 10YR 6/6 COURSE SAND, SOME PEBBLES COURSE SAND, SOME PEBBLES COURSE SAND, 1-- �_ r l , i i' ° 0 �,,. = �, } / Z W m Q 78"-91' C2 S 10YR 5/6 60'-63' C2 S 52"-180' C2 S 10YR 6/6 1 I., ` + '�� O J\ ) Pl►� } __.- / \G� Q Q LJ o ~ COURSE SAND, SOME PEBBLES MN & FERROUS OXIDE COURSE SAND, FEW GRAVEL .I n \� 0 •� �'� - \� I-- _ I 1 pp K L1�� (n U 91'-192' C3 S 10YR 5/6 63 -90 C3 S 10YR 6/6 S��Cj ���__-- _. - ` O ° G �1 ' ° Z W COURSE SAND, SOME PEBBLES COURSE SAND, SOME GRAVEL & ' gU 1l�DIN G._ - - °� v \� z _. STONES NO MOTTLES OBSERVED 0 ___J NO MOTTLES OBSERVED - - - - .)l !-' '' `� ' Q —I 90-192' C4 S 10YR 6/6 COURSE SAND, SOME GRAVEL & 6g S ° w w STONES I----�-- 4 '\°v > I_ ° 4" W O�` m = ry I-- N❑ MOTTLES OBSERVED S g 3 3 5 S Q W < � 110 0 S� w o W z GROUND KA TER ELEV (OBSERVED,) !�I%A GROUND VIA TER EL EV (OBSER I'ED) A4/_ GROUND 11'A TER EL EV (OBSERVED) aL4 \\ ' EXISTING � u D o � MOTTLING ELEV (OBSERt,FD,1 Al/A MOTTLING ELEV (OBSERVED) N/A i'dOTTLING ELEV (OBSERVED) rV A �� � - . � F r �---.. �� 5' X 40" OVAL SIGN �- O Q REFUSAL ELEV PI/.A REFUSAL ELEV NIA REFUSAL ELEV NIA ��. _ ` O N BRICK PIER U N � Z S0� "CAPE REGENCY" Ld z ° � PERCOLATION TEST DATA LEGEND �q +� o R r�C°£"a^F fr}' .Wa,'_ .`- {- CD l� SOIL EVALUA TOR: STANLEY SZCZURIO P "� `"� " �� �`" F� � "�'r r Lij v Q WI TNESSED BY HRISTOS DIMISIORIS a DISTRIBUTION BOX o o TANK DATE• 1�7,/06 � tj —600 EXISTING CONTOURS "�""�"" i' "�`S�" ��` w PERC 1 PERC 2 SEE PLAN BENCHMARK 0- B00 PROPOSED CONTOURS 11 MOTES: Q z DEPTH: 42 yl TEST PIT 1. THERE ARE 140 KNOWN} DRINKING WELLS WITHIN! 100 FEET OF THE PROPOSED GROUNDWATER DISCHARGE SYSTEM. THE SITE DOES NOT LIE WITHIN! A ZONE I, ZONE I1, ❑P. IWPA OF A PUBLIC WATER, SUPPLY, OR WATER LLNE \ TO AN AREA TRIBUTARY TO A SURFACE WATER SUPPLY, OR WITHIN 100 YEAR, FLOOD PLAIN. U FIELD RATE.' <2 UPI D DRAIN LINE �!"' PERC TEST ' FM FORCE MAIN 2, SoME ❑F THE WORK. SHOWN ON THESE PLANS IS SUBJECT TO THE WETLA14DS PRDTECTIO14 ACT. THE CONTRACTOR IS RESPONSIBLE FOP, READING A14D ADHERING TO THE ORDER. OF C014DIT1014S AND DESIGN RATE•• 2 UPI �--- DETAIL NUMBER COORDINATING WITH THE BARIJSTABLE CONSEPVATI[J1J COMMISSION PP.IOP. TO START OF C❑N1STP.UCTI❑fJ. S SEWER MANHOLE 1 SOIL CLASSIFICATION.' CLASS I O C-5 DETAIL 3. AT MINIMUM OF TWO WEEKS PRI❑R TO START OF CONSTRUCTION, THE CONTRACTOR. SHALL C014TACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING. THE CONTRACTOR IS RESPONSIBLE FOP. MAKING W ARRANGEMENTS FOP. INSPECTIONS OF THE INSTALLATION WITH THE ENGINEER., THE STATE DEP AND THE LOCAL BOARD OF HEALTH A14D CONSERVATION COMMISSION. ' � ' EXISTING FIRE HYDRANT \� REFERENCE SHEET NUMBER a, CONISTFUCTION OF THE SOIL ABSORPTION SYSTEM WILL RILOUIP.E P.EL❑CATION OF THE GAS AND WATER. SUPPLY SERVICES. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UTILITY COMPANY AND y DESIGN CRI TERIA DPW SPECIFICATIONS. COORDINATION WITH THE UTILITY COMPANY, DPW, CAPE REGENCY NURSING & REHAB CENTER'S MAINTENANCE DIRECTOR, AND OTHER APPLICABLE PARTIES SHALL BE MAINTAIIAED TO NINIMIZE � � TYPE OF ESTABLISHMENT 120 ROOM NURSING HOME 29 ASSISTED LIVING ' PROPOSED FIRE N?DRANT AIJt SERVICE DISRUPTIONS. W ' [ 5. ANY SITE CONDITIONS ENCOUNTERED WHICH ARE DIFFERENT THAN THOSE REPRESENTED ON THE PLANS SHALL BE REPORTED TO THE ENGINEER, c; (Ll W DESIGN FLOW 149 150 GPDIRM = 22,350 GPO Y GRAPHIC SCALE _ 30 o Is 30 eo tea 6. 'ALL CENSTFUCTION SHALL C❑NF❑P.Nt T❑ THE OFFSET P.EOUIP.EMENITS SPECIFIED IN TITLE 5, DEP'S \dASTE4/ATEP. TREATMENT GUIDANCE DOCUMENT, TR 16, AND THE DEP'S FINAL PERMIT CONDITIONS, AND A1lY p p LEACHING CAPACITY REQUIRED (22350 GPD� _Z5 GGIZSVD V 8,940 SF ADDITIONAL CONDITIONS AS F.EC�U]RED BY THE LOCAL BOARD OF HEALTH. _ Q � a ��,.. �7'r i r'+S•':it. a'[„�,n:Npk.�' ;,'�'^t7"[G,u:i:r:l�;...#�'f+,°`•-1K".ih . HYDRAULIC CAPACITY PROVIDED: (3) SAS TRENCH CONFIGURATIONS- SEVEN 2' WIDE X 2' DEEP X 71 FOOT TRENCHES 1 7. FINISHED GRADING SHALL BE AS INDICATED ON THE SITE PLAN. 3 SAS X 6 SOFT/FT X 7 TRENCHES X 71 FEET= 8,946 SOFT ( IN FEET ) 8. ALL EX.ISTINIG STPUrTURES IN THE VICINITY OF THE SYSTEM SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IF THERE ARE A14Y CONFLICTS BETWEEN EXISTING AND PROPOSED SHEET 3 OF 16 I inch = 30 ft. UTILITIES, THE ENGINEER. SHALL BE NOTIFIED IMMEDIATELY BEFORE CONSTRUCTION NAY BEGIN, ,- - -- - --- -- ---- -- - - - ---- --- _ - - - PROPOSED 15,000 GAL /- -- -- ---- ` -- EOUALIZATION TANK WITH 1,500 GAL � H A YB A L E S DETAIL BAFFLED INFLUENT SECTION �S J ROOF I „� � �. I \ OOI9 , 0C ], r, i �,, �.,. ,�:.,,t����• .� ,� -- OR TEMPORARY SLUDGE HOLDING � EXIST 9 , 0 GAL SHEET C- 4 R p �T �' '`:�1,!% �,� � _. � n � (SEE PROFILE C-6)U E L. 79 . 35' SEPTIC TANK N I� i Sp' N'o I0 ETA , q.;. . :: ` v o _ _ � SHEET C - �i- _ �= - o s� I - `-� 10 GEC ' � Co SP--� NOTES: 1 - ±� (,' 5 - NOTES: •, 1. CHECK THE STRUCTURAL � � � ,' ' C _g I INTEGRITY OF THE SEPTIC TANK AND 1, � 3 C 0 N N � C TI O N 1. SYSTEM THREE PRIMARILY REPAIR/REPLACE IF NECESSARY _ i' C-g f _ .% ,... ,. RECEIVES FLOW FROM KITCHEN AND L-u i AFTER CONSULTATION WITH THE --- LAUNDRY WASTEWATER. THE 3 /r iENGIN ER. � .�"" EXISTING LAUNDRY FLOW SHALL BE EXISTING ON-SITE SEPTIC .� I COMBINED WITH THE PROPOSED SYSTEM tvIUST REMAIN IN SERVICE � -� ADDITION FLOW AND COI,1tJECTED C-g ) I THROUGHOUT CONSTRUCTION OF THE , �� 1C DIRECTLY TO THE NEW SEPTIC TAHI:. PROPOSED UPGRADE. THE q 0 P V , AS SHOWN ON PLAN AND DETAIL. CONTRACTOR SHOULD TAKE NOTE � L_____j 2. ABANDON THE EXISTING GREASE � THAT TEMPORARY PIPING TO SYSTEM N E 1� `'�``�� ACCOP.DATRAP NCE WITH TITLE SEPTIC TANK I5, 3}0 CMP. o B M 2 I'COMPONENTS MAY BE NECESSARY Ihl PROPOSED O P O S E 5, 000 ,ORDER TO PREVENT DISRUPTIONS IN n G A E N E R A TO f ® 15.000. WASTEWATER FLOW. \ + , 3. THE EXISTING ON-SITE SEPTIC c E SM H RIM I3. ALL GRAVITY PIPE SHALL BE SCH CEP I I TA!TANK i - 7 <- ;` SYSTEM MUST REMAIN SERVICE 40 PVC (MIN), WATER TIGHT AND THROUGHOUT CONSTRUCTION OF THE I E L. 49 . 2 4 LAID ON FIRM BASE. RELOCATED PROPOSED UPGRADE. THE V) ' RELOCATED 4. EXISTING SEPTIC TAUT" OUTLET - CONTRACTOR SHOULD TAKE NOTE V _ �. FUEL TANl� SHEDSc D� FROM O�� ,�^` � .-,\,, - \,,,1,,,�,I �.:,,. , SHALL BE SEALED WATER TIGHT WITH `,. � THAT TEMPORARY PIPING TO SYSTEM N � I L I 1 \ .,,��Ir�� .;, HYDRAULIC CEtv1ENT OR OTHER PROP 0 S E D ,..� COMPONENTS MAY BE NECESSARY Its! 1 BUFFER ZONE ii l , .,..- APPROVED EQUAL METHOD. RE-CORE + `- -'` ORDER TO PREVENT DISRUPTIONS IN w ---'��`` - I ' n r � WASTEWATER FLOW. 0 0 ==_ FOR A 4" (SCH. 40 PVC t411N) PIPE ; I '.. Vv�, V E L O C A TE D 4. ALL GRAVITY PIPE SHALL BE SCH z z AT THE SEPTIC TANK SIDE AS SHOWIJ I ��_............_.____-• =; �i`1\: OtJ PLAN. GREASE TRAP G E N GENERATOR 40 PVC (fvllhl), WATER TIGHT AND O �5. ^SEPTIC TAI�l1< EFFLUENT WILL ATOR LAID ON FIRM BASE, > j B M #-I ,DISCHARGE TO A G (SCH 40 PVC 5. THE GREASE TRAP SHALL BE w w w FOP OF L• I ,--�' , �� IfvIIN) SEWER MAIN AND WILL DOWN FITTED WITH A 6" (tv1lhJ) VENT IN THE � � L'� i I �/ IGP,ADIEHT COMBINE FLOW WITH Q - RISER AT THE EFFLUENT SIDE OF SYSTEMS 2 & 3. AIJD EVENTUALLY o 0 THE TANK E L. 49 , 08 DISCHARGE TO THE WWTF _..... 6. }EFFLUENT FROM SYSTEM 3 WILL Q Q HEADWORKS FOR TREATIv1Ef1T. ___� La Q0 COMBINE WITH WASTEWATER FLOW Q C? I_ -- . . - + ,. ._.._......._ . w 6. SAW CUT EXISTING PAVED WAY FROM SYSTEMS 1 & 2 AND zo AIJD REPAVE OR TEMPORARY PATCH DISCHARGE TO THE EOUALIZATIOP•1 m in -1 AFTER INSTALLATION OF TI-IE GRAVITY j TANK, w MAIN. PROVIDE MEASURES TO PREVENT SETTLING OF TRENCHES IN U a THE AREA. _-_ _ __ __.__.___-------__-.-- ------- __-•_-•-. w o Q w DETAIL I DETAIL 3 FRONT BUILDING SYSTEM SYSTEM 1 REAR BUILDING SYSTEM , SYSTEM 3� N a (1 „= 1 O') (1 10') PG��SEnS 6,� ca - -- - - - - DETAIL 2 ,� NOTES: :..._. ._ All �:- 1 THE SOIL ABSORPTION SYSTEM A O o / < o ti CU}?B Q�g CONSISTS OF THREE EQUALLY SIZED SHEET C 4 �Q S� 1 SEPARATELY PRESSURE DOSED SYSTEMS. �111��:'` vNE'1. EACH SAS WILL RECEIVE 1+VASTEWATEP. Cq�• ' ', , - +y� ' f� � ° � � ,•-!\s`ZRf��. -- "`"J ./ EFFLUENT FROM A SEPARATE 3" FORCE NOTES: �A-� t SLt7 EROS101`1 EIR� MAIN. 1. CHECK THE STRUCTURAL INTEGRITY OF `�--� � �. �� '-r,pOF' �TOC4�P}LE RELOCA��� -.,,/ r� 2. FORCE MAINS SHALL BE SCH 40 PVC a Q ' PIT (MIN), WATER TIGHT AND LAID 014 FIRM ¢ ~ I ONT .OL THE SEPTIC TAI11, AND REPAIR/REPLACE IF �{pRA ( ). � � rs + - 1 BASE. ALL BENDS GREATER THAN 2_2' NECESSARY AFTER CONSULTATION WITH THE jofj- SHALL HAVE CONCRETE TRUST BLOCKS. W ENGINEER. '.';' (I},' - '~ 3. THE M11\11MUM DISTANCE BETWEEN AHY �- EXI ST 8 000 GAL ';; I 2. THE EXISTING ON-SITE SEPTIC SYSTEM rjli�ll. 7 �LEAf�IOUT I MUST REMAIN IN SERVICE THROUGHOUT TWO TRENCHES SHALL BE 2 TIMES THE z t� t CONSTRUCTION OF THE PROPOSED UPGRADE. / �- 9 �- c-g EFFECTIVE TRENCH WIDTH (4 FEET). W J S E P 111•C TANK� �/'� C-8 THE CONTRACTOR SHOULD TAKE NOTE THAT �h•�,.`•�, �;,1`1J�` L`;•,:,'..'� Cv 4. PROVIDE AN OVERDID OF 5 FEET WHERE U W U7 k TEMPORARY PIPING TO SYSTEM S -` __ ''= -- -`- ' g TRENCHES ARE LOCATED WITHIN UNSUITABLE ~ � �f _ / + COMPONENTS MAY BE NECESSARY IN ORDER ACCESS TYP) sps �g TOP AND SUBSOIL MATERIAL. OVERDID C�W � I - � TO PREVENT DISRUPTIONS IN WASTEWATER ''-' a H c SPECIFICATIONS PER 310 CMR 15.255. Z� Q Q �- i FLOW. Sp_5 ~r�� +`1rF• 5. RESERVE AREAS ARE PROVIDED (�I- = z 3. ALL GRAVITY PIPE SHALL BE SCH 40 _ BETWEEN TRENCHES (3 TIMES THE 3 i PVC (MIN), WATER TIGHT AND LAID ON FIRM -`''rlt+ EFFECTIVE TRENCH WIDTH). D� U � C- �i I BASE. SH -- Lk,, -- - 6. EACH SIDE OF THE SAS SHALL HAVE W z 4. SEPTIC TANK EFFLUENT COMBINES WITH I'l J 7 \EN �'�;r r VENT LATERALS AND BE CONNECTED TO ITS Z z J [� FLOW FP.OA1 SYSTEM 1. 2 3 / _ _ __ _ ; °'I�i,f,_ _- - OWN SEPARATE VENT. SEE ISOMETRIC VIEW Q Q +�' 5. PROVIDE SEWER MANHOLE AT BEND AS " ALK WAY C VENT `,-� ON SHEET C-4. Q� ,-, ry � SHOWN. i f✓crt+i` 7. THE CONTRACTOR SHOULD TAKE NOTE B.M 3 ,: �,a � ..,,., z w w ---�� 1- --- � OS THAT TEMPORARY PIPING TO SYSTEM Q / �- ___j S M H RIM a C 1 �� �` C pap COMPONENTS MAY BE NECESSARY IN/ ORDER Q Q TO PREVENT DISRUPTIONS IN WASTEWATER LLJ E L. 4 7 . 6 2' `�- R = = I; ; �` FLOW. m_D o ' ' c 8. EXISTING WATER AND GAS SERVICE WILL Q C) • �"` �f?V � �'��.� "ik, - :,.r _"` „i'.iii if';. :?' Ric; O z Q _ ti1: "'•.. 14:,..• NEED TO BE RELOCATED PRIOR. TO =(n W CONSTRUCTION OF TRENCHES T15 THROUGH W U Z < I\ T2.1. WATER LINE MUST BE A MINIMUM OF �0 0 1� \ ----- C ,fir 10 FEET FROM CLOSEST SAS TRENCH_ N Q 9. EXISTING RHODODENDRONS AND OTHER >- C- BR ---- C �� / SHRUBS IN THE AREA OF THE SAS SHALL (,� S - BE REf%4OVED AND REPLANTED AT THE Z PROPOSED SEWER MANHOLE NT E` ER �--- DIRECTION OF THE FACILITIES DIRECTOR. W RIM EL. 45.8' """ C 10. EXISTING MONITORING WELLS IN THE �O IIJV IN. 42.49' - E� --- RELpCA�E W AREA OF THE SAS ARE TO REMAIN. WELL � J INV OUT. 42.39' 0 r-- ANp GAS CAPS AND CASINGS ARE TO BE REPLACED n ,v� fy - --�- . .�. LOCAjEp GAZEB IF DAMAGED DURING CONSTRUCTION. W -� 13 R 11. EXISTING GAZEBO TO BE RELOCATED W a AS SHOWN ON THE PLAN. THE CONTRACTOR MUST COORDINATE ACTIVITIES a- I WITH OTHER. CONTRACTORS AS TO THE < W ED E1RE CONSTRUCTION) OF THE NEW GAZEBO AND 0 EXISTING SEPTIC LEACH PIT (TYP) I ''y - C RELOCAY PROPOSED VJALI<Vl'AY OVER. THE SAS. 12. DISTURBED PARKING AND DRIVE AREAS ® FROM CONSTRUCTION ACTIVITY SHALL BE IL pq REPAVED AS DIRECTED. r- PROPOSED VENT LATERAL AND MANIFOLD (TYP) f" r W PROPOSED GAZEBO AND PATIO AREA t' �`� l... "L J DETAIL 2 EXISTING SEPTIC LEACH PIT (TYP) Z SIDE BUILDING SYSTEM (SYSTEM 2 ) DETAIL 4 ci - (1 - 10') SOIL ABSORPTION SYSTEM �3 + FL R (1 -2 0 ) SHEET 4 of l6 CLEAA'OUTS TO GRADE SHALL BE PR0190ED EGEQ}' 100 FEET (,j&1V) 1�`CLEAiVOUTS TO GRADE SHALL 6E PROD/QED EI�E�?Y 100 FEET �iL/�l� TOP OF FOUNDATION AND AT JUNCT/ON OF SE111ER CONVECT101VS �IIA� ) C ANO AT ✓UNCT/ON OF SEl;ER CO/liiVECT/ONS �if!/,l� � [� FIN GRADE FAYST/NG ORi1 E AREA FIN GRADE O s POLYLOf. PL-525 ELEV ELEV ��_ EFFLUENT TEE 4" TO 6""ADAPTER 49'29 C-8 48.9 7i RrSER SECTION FILTER, OR EQUAL T�--1-0z TYP „ =� PION. CONNECTION E CONNECT/D�l� 3 MH CO V R FL D/t� TYP / r-- r.--, _ , --, _ _ r r _zf,r.- MEW OUTLET iS£PTIC TAN/f/ROPOSED POLYLOK PL-525 -7,- EFFLUENT O TEE � ' "' / PROPOSED -� ` ) PROPOSED `V FILTER OR EQUAL DO m l� -:.. . ... . 6" SEIYER T-WYE CONNECTION TO - J yp SCH 40 ' SEWER LINE ( ^ SCH 40 o INV ELEV J" INV ELEV 4" PVC, 7 o ANN 3 @ BDLG �-� 4" PVC, 2 0 mI SCH 40 �a a @ BDLG INV ELFV�. 1p' �� (EXIST) (EXIST) 3" AMA � X CEXIST) ,'10 4' Pvc, 1,o tVuN LZ INV ELEV O SCH 40 5' 6" 4 2.4 9' 3" AMX V PVC TEE I/V FLEV CLEANOUT CLEAiVOUT-� 4 5.5 C-� �TYP)� s SCH 4Q 5' 6" C-8 �TYPI s w ;?- s;J � �s PVC TEE INV ELEV ��_ CEXIST) / 42�24 Q /NV Q Q `}� 6 scH 40 PIiC GL?AI�/TY SEIyER Q o SCH 40 PliC GRAr'/TY SEii�E4 v -� _J_ s EL-42. 10' 6" S= 0.07 FT/FT �,b&VN) Vi /N!! R.=45.40' `�` ` �c L=195' TO SYSTEM/ 3 CONNECTION EXISTING 9,000 GALLON s= O.O/ FT FT '+:-/N CONNECT WITH EFFLUENT J CONNECT WITH EFFLUENT o L=312' TO SYSTEt, 2 CO�VN£CT/Oita FROM SYSTEM 2 6" C0r PACTZZ) EXISTING 8, 000 GALLON FROM SYSTEM 3 z i SEPTIC TANK J cRUshEo GR::1/EL > Q IJ (NO ro SCALE) U Ld N PRECAST CONCRETE SEP TIC TANK i,..l SYSTEM 1 PROFILE (FRONT BUILDING SYSTEM ) SYSTEM 2 PROFILE SIDE BUILDING SYSTEM )L L V) NOT TO SCALE PLAN VIEW NOT TO SCALE __ PLAN VIEW � � � � 0 0 CE Z Z t FINISHED GRADE 27 MIN. � a W W W * LAUNDRY WASTEWATER TO BE COMBINED WITH PROPOSED ADDITION'S FLOW INTO SEPTIC TANK CLE.4A1OUTS TO G,4'ApE SHALL 6E P,90110ED E1'ER)' /00 FEET �1/IN) � W w W w OC W ANO A JUNCT/OiV OF SEGI ER COA�NECT/DABS �M//rV) Z 0" vENT 2' r•11N. 1/8' TO 112' 12" TO 36" MAX. COVER a 'Al/ CAR8014 FILTER � DOUBLE WASHED STONE Q � Z O � � >. 0 FIN GRADE FIN. GRADE LATERAL LATERAL n7 V) . : � ELEV ELEV a� ` TEE 0000 O0 o o 43�34' P.ISER SECTION 38.2' o0 . . . . / / TYP TEE PERFORATION QJ Ir of m p (TYP.) Ld ,r !7- l.�,�. t� Ifl 1t�lfr='' f7J �.Ilrl:'''r .?!f�1Jhfir'L+. '1l1-=111 i ,!11�rrr�rTi" - !.� �flhlli' �`I 24' MIN. 1-1/2' DOUBL , �<" < < 0 Q EWiJJ POLYL01< PL-525 3 WASHED STONE CENTEP, SCHEDULE Ui PIPE SIZES N EFFLUENT TEE I.IANIF❑LD o 0 0 0 C-8 LATERAL (SAS)=1-1/4' r- 4.1 fY FILTER OR EQUAL T-IYYE \ \ \ w SCH 40 % ;' T-WYE COI�INECTIOIA TO FLOII' CONNECT/ON \ \ \ Q J' 3" VIN ;. EXTEN5101J ADAPTER SE4tlER LIME PRESSURE DOSIIJG MANIFOLD DETAIL 4' PVC, 2�o d!N ' SCH 40 ;� ' 3" rllN FRO�t9 SYSTEMS .l" �� NO SCALE N M � A J„ / MIN 4" PVC, 1 o h4II`+ �- t AccEss BOX SCH 40 � G (COVER TO BE PLACED 3' I1AX. L C� BDLG INV ELEI ,1p ,'rp A1rN 4" PVC, r o Nrl1V PROPOSED 34.75 --�^y3 AIA,t' 3G" 11`1 V ELEV 6 SEIYER� CAP NUT BELOW FINISHED GRADE) L.1` (EXIST) 3' MAY 36' C ,I{Ifl1� rl{Ilts� III SCH 40 S' � 34'3� � . I{)15�, t as n INV ELEV PVC TEE , SCH 40 5' 6" 34.`J PVC TEE ❑R WEEP rc INV ELEV �, 1q 3 4,11 00 1/4' DIA. ALTERNATE v"' CJ"'�'1CTc0 � }� s l 'l 6" SCH �O P1�C GRAr�/TY PERFORATIONS FACE 2' MIN. 1/8' T❑ 1/2' � CLEAII❑UT 'I'o QQ� O DOWN AT 7 AND 5 DOUBLE WASHED STONE � - • u�-,�Y_ �o�os G' �c- n'CLOCK (TYP,) S= 0.01 FTj, / �M W ✓ PROPOSED 5,000 GALLON L= 22' ('TO EOUALIZAT/ON T4NIt) LATERAL VENT HOLE PROPOSED 5,DOO GALLON o 0 0 0 0 0 PRECAST CONCRETE TE GREASE TFA P (NOT TO SCALE) PRECAST CONCRETE SEPTIC TANK Q Q 24' OF I 1/2' a l- (IVOT TO SCALE) O O O O -+ ATEP.ALS DOUBLE WASHED ST❑rJE/ � Q TO VENT HOLE A AND BENEATH ACCESS BOX LiW W KITCHEN GREASE TRAP PROFILE SEPTIC TANK PROFILE DISCHARGE TO A DISTAL END PERFORATION TO BE z e v O O O O PLACED 14EAR THE CROWN OF THE U EQUALIZATION PIPE IN THE 45 DEGREE BEHD ❑R W Q -»-p, SWEEP AT THE END OF EACH LATERAL U TANK CC-6) orllricr SPACING: � � B=5' (FOR SAS} ACCESS BOX DETAIL cD W p- m SYSTEM �.5 PROFILE (REAR BUILDING SYSTEM ) PRESSURE DOSING LATERAL DETAIL rt0 SCALE CALE Q w LLa o ~ PLAN VIEW TABLE 1 - SCHEDULE DE ELEVATIONS V) �-- � � 0 NOT TO SCALE � V) Q � - - - _� - _ _ - -- - !_EACH INV IN INV END BOTTOM G.W. BREAKOUT � W Q 3W1T% ,oN/f�_2 ( 6- 1 �5 1 � 5.0 GPM (�l: 2N.00 Ft 2' T❑ 4' PVC CONNECTION TRENCH � ELEV ELEV ELEV C'A=A L0(i C'UiRL'V 1 _ (TYP) U U MERCURY FLOAT SWITCHES T, C 60 ! SAS PLI IP DESIGN CALCS 1-21 46.0' 46.0' 44.0' C32.39' 46.17' 0 rJ-a r 3 TRENCH SYSTEMS, 7 TRENCHES AT 71' LONG FOR EACH SAS Z > o 4.•`_- �`� I' ' '' DOSE 8 TIMES A DAY PER SAS= 1,069 GAL/SAS DOSE. F0�'4� < EACH LATERAL PERF. DIA 1/4" @ 5' SPACING= 14 PERF. �r �F SAS W -j (2) �r DIA STEEL ACCESS ati_ _I.F - FLOW PER LATERAL(@2.5' DIST HEAD)= 1.17 X 14=16.4 GPM/LATERAL m w Q MANHOLE COVERS TO FINISHED GRADE �`, 1.; MIN DISCHARGE PER DOSE=115 GPM Q EQG� S, M Q Z CD z \ 1r.. TOTAL HEAD LOSS R Q O'N 40 -_ EOUIV. LENGTH F 44 FEET -1 G��F� n� P�Q��P CLEANOUT (TYP) SEE ACCESS DETAIL W U Li- BOX Q FRICTION LOSS OR 3 ' C 0.5' S � � f STATIC HEAD=(46'-30.75)=15.25' 1 � � y ,� r �- •�t� NETWORK' L05S=1,31X2.5=3.28' - � N � � z -a ��- �- TOTAL HEAD=29.0' U V) � .31 - _�'' ''� PUMP MUST BE ABLE TO DELIVER '115 GPM AT 29.0 FEET OF HEAD Z _ r- z USE: THREE- 2 HP MYERS (MODEL 3WHV) PUMPS OR EQUAL W/ W W AB P FORCE MAIN SOIL 20 �``J RAIL SYSTEM AND QUICK DISCONNECT FEATURES. TRIPLEX PANEL : ABSOP,FTIQId SYSTEMS P - p /s, r> q c� 1.•� x,. ' WITH AUX CONTACT, PUMPS MUST ALTEP,hIATE, 3" SCH 40 PVC FRf �T Tlq L i i =' DISCHARGE, 2" SOLID CAPACITY (MIN), PUMPS TO BE SET 6" FROM �R�T� rjOJ � Tel � Q � FLOIf o- GALV LIFTING CHAIN 1�, A•lrld , I.0 TANK BOTTOM. � � Q- � � fh/T A� T T6 a FROM` i- GALV. GUIDE PIPES 1 I GATE VALVE -ICI - ' TREATM4ENT PLA111 I1/V ELEV) I]_r ,_ I._ CAIeR�< c R� 20 W A T CHECK VALVE rTyp} SSORF TS Lu 34.50' LAC PUMP ON ELEV. 33.25' J ` � `r t- LEAD ALARM ON ELEV. 33.00' '8" DIA. 0-1 Cr 1 1 1 1 1 1 1 1 [ I I I I I I I I I I I I I I I I III I [ I M PUMP ON ELEV. 32.60 - WEEP HOLE OfF ELEV 30.75 0 50 '1,10 150 20c )5C. 300 : r0 4CQ (SEE SCHEDULE OF ELEVATIONS) >l, l�9. FIo`.r (t_NIA) (TABLE 1) BUSH TO 4' PVC hfAldlFnLD rTYAJ SCy Tj� r.:esa':r :ir.e ic+et L: '.:')' 2.0' 6,0' 2.0' 3' PVC FORCE MAIN B0T. ELEV .;ter _�vrvc, ^U 'em s �ISTRJ T a �' £iIl� -S:',F.?: I:r;= Sn?a 1 S TO 1 2" 29,75' ,v �,��� CRGi Of 0 C A�EL ---�_2 /1 1Z4gTeR r� PROPOSED 2,500 GALLON 1 DOUBLE �I�.aSHED STONE ;r r �,;) �. J, 1 F Q� T /' > _ = 1: F�f___en�" 1 4 " PVCH 40 � �`` � 4 �TlA T � o H-20SC 2.0 +� I � � o �, I T/6 Z cU SHEA PRECAST CONCRETE PUMP CHAMBER OR EOUAL /A r, - 11: :c.1i• - -- .3/ TO 1- 1/2 T-5 T-6 C] ~ a T-12 T-13 °��1 � ., , ry; uF Ti a � 15 DOUBLE WASHED STONE T-19 T-20 I ��. ,.s: �� I, �I '?R ins��' � T8 < � {'� : : T'S SOIL ABSORPTION SYSTEM (TYP) - EFFLUENT DISCHARGE AND SOIL ABISORPTION SY STEM DETAILS TRENCH SECTION (A--A ) (TYP) SHEET S OF 16 NOT TO SCALE a No SCALE NO SCALE "'^""' � ����� w PROPOSED ADDITION CQ GENERAL BUILDING (MOTES: A Q 1. DRAWINGS ARE DIAGRAHICALLY ONLY TO SHOW SCOPE OF WOP.K INVOLVED. FOR STRUCTURAL, MECHANICAL, AND ELECTRICAL DETAILS REFER TO ARCHITECTURAL PLANS PROVIDED BY DAVID H DUNLAP ASS❑CIATES. 2, THE COHTRACTOR SHOULD NOTE THAT CO❑RDINATI❑ICJ OF ACTIVITIES WITH OTHER. CONTRACTORS ARE REQUIPED FOR THE INSTALLATION OF THE WASTEWATER TREATMENT COMPONENTS AND CONSTRUCTI❑N OF WASTEWATER TREATMENT BUILDING, / \J � � � 3. PLUMBING AS P.EOUIRED SHALL HEET ALL LOCAL, STATE AND NATIONAL BUILDING AND FIRE PROTECTION CODES. \ � � O � SUB-FLOOR SHALL BE PITCHED TO ALLOW DRAINAGE TO FLOOR DRAINS' EXISTING BLDG. � _ � 4. SERVICE FLOOR SHALL BE CONSTRUCTED OF NON-SLIP GF.ATING WITH REMOVABLE SECTIONS TO ACCESS SUB-FLOP. / � Q � S:zj �S STORAGE AREA AND EQUIPME[,JT. , 5. INTERI❑R OF BUILDING SHALL BE ABLE TO HEAT TO 70' F WHEN OCCUPIED AND HAINTAIN 55° F WHEN UNOCCUPIED. C 6. BLIILDI14G SHALL BE VEh,ITILATED AT A 14I11II-1Ul1 OF 5 AIR, EXCHANGES PER H❑UR, ROOF EXHAUST SHALL BE EQUIPPED WITH ACTIVATED CARBON FILTEP.S FOR OD❑P. CONTROL. / Q 7. ELECTRIC POWER FOR THE W%./TF WILL REQUIRE 208 VOLT, 3 PHASE POWER. 8. THE \✓WTF SHALL BE PROVIDED WITH OWN 50 KW DIESEL GENERATOR AS SHOWN, OR CONNECTED TO THE I\IURSII\IG 3, ; • \ fl � � O CENTER'S GEHERAT❑R IF SUFFICIENT POWER IS AVAILABLE. EITHER. CASE, UPON POWER FAILURE, A TRANSFER SWITCH / SLAB FOR MBR Qs WILL CALL GENERATOR. TO START. SEE SECTION C-C 9. INDOOR LIGHTING SHALL BE EFFICIENT ENERGY FLUORESCE11T FIXTIJP.ES 25-30 FOOT CANDLES. EMERGENCY LIGHTING • " � n � AND STRUCTURAL � r�, o SHALL BE PROVIDED AT PROPER ACCESS LOCATIONS PER CODE. 3' 10. THE BUILDING SHALL BE PROVIDED WITH A ROOF HATCH FOR ACCESS TO THE WASTEWATER TREATMENT TA1 K"S � DETAILS BY OTHERS 22.6 MBR UNIT MEMBRANE UNIT. PROPER SAFETY EQUIPMENT AND LIFTING APPAF.ATUS SHALL BE PROVIDED AS PART ❑F THE _ WASTEWATEP TREATMENT C❑MP❑I,IENTS. 11. SUPEP,VIS❑RY CONTROL AND DATA ACQUISITION (SCADA) SYSTEM SHALL BE PROVIDED TO CONTROL, ❑PEP.ATE, AIID � PROVIDE t,IONITORING ❑F ALARMS, 7' X 7' ROOF HATCH � B o • s , Q 4, 12.5' 1111 a L W N O o V) N F- Y O U 3' BUILDING FOOTING Z F Iz \ (BY OTHERS) W o m o /// 11.5, L w D r , mrx 4 4.0' J 11J BEVELED BUILDING CORNER z EXHAUST DUCT A C w U, m a EXTEt,ID TO 2 FEET a a I- ¢ � F TOP �OABrp51I V` R00DUTCH SOUTH PLAN VIEW ROOF AND FOUNDATION V) LAP VINYL S1DII,1G W Of InI vi (BY OTHERS) (SCALE 1 =G ) c+_ o EXISTING BLDG. °- 1 1 1 1 1 1 1 1 1 I I I I I I I I LIGHT WITH PHOTO SENSOR (TYP) - �__. €_ . . �._ ,. , ¢ a ¢ Q t I + 1 I r I III I 1 III PROPOSED ADDITION I I I r 1 1 i t I l l I I I I I EXISTING BLDG. EXHAUST DUCT 0�' ; -•-- � o r• r� � r I I I I I I I r l ! I I I i I I � - •�- � �� L r l l l l l l lI I I I I I I I I Q INTAKE VENT EXTEND TO 2 FEET tit I l l r l l l l l I I I I I I I I I �y ABOVE ROOF TOP + < 0 AUDIO AND VISUAL ALAR-M O COVER WITH DUTCH LAP VINYL SIDING N 6 IItlltllllllllllli IIIrIllfli'illlll 1 �Q'S7 M Z I l l l l l l l r r l l l l t l l r I I I I I I I I I I I I I I I I I I _...r.— ' r- _-� - - - - - - - - - �-— — --- - - - - - - - - - - - - - - - - - IF t,irl 1 lir I l ir l -I-1- f,it"t-i-I�=I I l l-,l t �l ti 1i li - - - - - - - - - - - - , , - - - - - - - - - - — - - vj1>�i� I I, II't',lllll+lrl I ' ' I'lllll' I 'I ' {' I '1'1` I 't' I 'I' I'I ( IIIII I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 ¢W W J I'I l I'I'I'I' 1)I` r'I I!'I 't'I '1'I l I`I (IIIII BEVELED CORNER j I I I 11 I I I ! I I I I I i I I 1 I 1 I l r I r I I I I r l 1 1 I I I I I I l i 1 1 1 1 1 1 r I I I t i l l I I I I I �pYO� Ill ' Ill 'I ' Ill ' I 'I 'Ill ' 1'!ll'I ' I 'I ' t'I ' tll' I 'I Ill'Il I l I'I l I 'I' I',l I l I l EXISTING BLDG. I l l l r l l l 00 0 I I 11 1 1 1 I l 1 1 l t t l l l l l 1 1 1 I I I l l l l l l l I I I I I l l l l l 1 I I I I I I I I I l l r l l l l l l l r l t l I I I }- 1 EL. 37.5' IN. . . . . . � EL. 37.5 W a I-- a a Z / / W >- U 00 U de ` < ' < a a < a a a° a a< d ° n ° ° a a ° a ° 4 ° ° a ? a a ,° a EST ELEVATION VIEW EUV SOUTH ELEVATION VIEW EAST ELEVATION V1EW (n z ( v Q GAS HEATER Lij — F-- (BY OTHERS) — HATCH FRAME VENT EXHAUST 0 Q _J__Jl C) � FIRE SUPPRESSION (BY OTHERS) DUCT (TYP) <[ > F-r WCD VENT INTAKE (TYP) (BY OTHERS) INTERIOR LIGHTS (TYP) \ LOUVER (TYP) (BY OTHERS) m = /�/ Z (BY OTHERS) \ Q — � HATCH F01 HATCH � HATCH Z � � � � � / RAISED NON SLIP i / LtJ Z Q — OVERHEAD SHOWER WASH, AND WATER / GRATED PLATFORM � � a a / elf � W Z m a \ SUPPLY FAUCET k^IITH BACK FLOW PP,EVEI•1TI01�1 / � �� 29 2 LADDER W 3' -�- 12.0' 4' / U N (� Z i / / SAFETY GATE / / / Ld FF- NEMA 4 PLC CONTROL CENTER / MBR UNIT SAMPLE PORT / MBR UNIT 42" TYP EACH SIDE / MBR UNIT 0 I= WITH TELEPHO HE AHD / i 0 MOH-SLIP GRATED FLOOR / L!J AUTO DIALED i SHIPS LADDER \ i J WITH REMOVABLE SECTIONS 5 CONCRETE SLAB < '� r EL. 37.58' i ���OVER UNDISTURBED SOIL C) GRATED FLOOR EFFLUENT DISCHARGE i 36 W i TO PUMP CHAMBER STEPS TO STORAGE AREA ; �,/ n SUBFLOOR STORAGE AREA WALL (BY OTHERS) Q 4" T-1NYE CO1'JI�EGTIOId TO \� i i �� MBR BLOWER LOCATION i � � U ELECTRICAL RECEPTACLES I i `, 6 SCH. 80 PVC DRAIN 60" I� a CONCRETE SLAB / (BY OTHERS) J _ (EACH IviBP, COMPARTMENT) i � EL. 32.58' EL. 32.58' a r �8 ANCHOR (TYP) EL. 31.41 ' 10" �;5 REBAR AT 12" O.C. 16,0' C-� (SEE DETAIL C-8) 31.0' EACH WAY TOP AND BOTTOM CHEMICAL STORAGE 14" WITH CONTAINMENT SEE STRUCTURAL PLANS �r > 0 6" SCH. 80 PVC MBR BLOWERS (TYP) 0 b DRAIN S=0.007 FT/FT 4 MBR DRAIN VALVE z0 tl1 SECTION A — A_ SECT10I\11 B — B SECTION C ----- C SHEET 7 of 161 BEARING AREA / Ol4,f!ET£R OF P/PE UNSHEETED ShEET£O AS SHOWN IN �\, c� TABLE TYP �\ ' TO I �' ° /��\ 4" PVC 45' BEND (ROTATE AS REO'D) C� v 5' 6' - Y-BRANCH OR T-BRANCH 0 ( � " 1 \r f!B Ui / /��!:\;� /�!:�!• /.�!�;� PLAN � F/iY/SH GRADE.• NOiV-SL/P GRATEO FLCOR � L41 PAI ED PAr ED Mill. ; u ��EEN GarE uAL r�E � Q � a /N CL[7C/f!!%SE D/RECT/O'V C011'C. P401(Mr 40.44V77 \ CA i CO.YCR£TE SL B � � O P DETAIL O TEE DETAIL (PLUG SIMILAR) BEND DETAIL - CO.'.:flO.V F/lL Cr7hP.:C%-c`D SHEE%/,l'C IF REOL? L Cc?rf!:OV F/LL //V 6 LAYtRS ( I I (PLAN VIEW) (SECTION VIEW) PLAT! VIEW) TO L?E CUT OFFS CC,VcACTED AS S,�'E� /Q'2f11f!ON F/LL CcTa/tE0 F.tc?'! / QN QN ,7/Y c^£L Ol CROUiI'D TRH/151 EACH ,;+//O, R SCH 60 FhC �I;I!/,,V.. A64J£ iOP OF I � " ''`I `i K. / / CRA/,VS TO EC'UAC/£AT/Ot' 74 I!� PIPE ANY STEET/,t'C ':' "; DR;uEA' 6EL oil,,f!D- LZ I'�cao oa'70r_f SC,�£El'c'D C,4Al�EL TABLE OF CONCRETE THRUST RESTRAINT MINIMUM BEARING AREAS IN SQUARE Lt,'4 �?r F/PE S�':LC Cn �' O 1-0, PbC AVD RCP ELECTED COf0ll' F-/LL MATERIAL FOP. FORCE MAIN FITTINGS coraNECTION s T A -, I• I _ FEET AGAINST UNDISTURBED URBED E BE L EFi N FL SCE O L' �► FOR OUCi/LE/,40:/ P.PE h11P1. SLOPE 1/4'/FT ��: .o•d?p 1. , I 90' BEPfDS, TEES, a5' BENDS I UNLESS O7 ERVlISE �' J' SIZE OF MAIN 22-1/2• BENBS 11- /a• BENDS DIRECTED (—Q i �/' I SCRE£A'ED CRAf�EL FO.4 CAPS AIJD PLUGS AIJD \DYES ",, _ RCP ANO DUCT/LE /ROA' F.i�E o L I I UT/L//� P/PE - � I; �'o, °' 6 8" 5 4 2 2 ,00;:�• .o° Ao /1�L4R ORA/N SHUTOFF 1/AL!/E CONNECT/ON -RESTRA/NEO �/O/A/T TEF r- I�- r!l%4TER, SofE/; OF DFA/iVJ t . _ - - -i _ p _or. . AN71-R R4/iV-CC 52 DUCT/LE /ROW 10" 1 12 9 5 2 �� �' `J� ¢ � J J � �ElfER-PYC SOR .35 2' pc", �''�`� NOT TO SCALE Q D4AIN-RUC 50, ?5 .o„ y / uj (SEE TAL'LEJ 5DIGAT/OiV Yf7TER-FI C C9C0 SEI1cR F0,4CE ,t•%-Lsv-Pc-c s�� .;�s 16 20 15 $ 4 a" PVC C-G, C 0 c 20" 36 24 13 7 6" GRAVITY SEWER A'OTES.%JJ,1'ALL FLEE TRENc%ES. >>oo'nv LElvcrh TO EOUALIZ TION TANK COMPACTED CRUSHED STOIJE � CLAY D4,!!S .SH.'"LL F£ FLACED (BO/70,11Ld O�rTPf CH TO Tr?P>F P/PE� HALF11AY UNDISTURBED A4ATERIAL a NOTES: 1. ALL FORCE MAIN FITTINGS SHALL HAVE CONCRET E BACKING FOP, � � � L JT,:EVCH OEl14TE/?;1C .SH41L A'OT EE Ld t1i Ld 0,5-CHARGED IN70 ,4E50u4CZ-ARE45*. ALL THRUST RESTRA114T UNLESS OTHERWISE SPECIFIED. SECTION o DEII:aTER/f S C'S�NJF.vE 5P,4LL BE Tp 7E,14c0,4ARr 5EG'1!EV/AT2/V BASINS 2.• CONTRACTOR SHALL USE. CARE TO AVOID PLACEMENT OF A �20a�OS•1'OEEF .f!/,V/1!U.f� I\ , > CONCRETE Oil THE FITTING JOINTS Tl'P/C/IL TRENCH Dc TAI'L / COIViVECT/ON TO G'RA f//TY X IAIN NOT TO SCALE A'OT 7-0 SCALE O COiI/ST,RIJCT/ON TIrVST F/TT/rVvS - - - NOT TO SCALE C-3 - - - �/ �` LLI z TOP SECTIL N OF GATE VALVE BOX I t >" m iz Of fy- Of - - l ITH SEWER MARKED Oki LID �� y rf \ \ ¢ c '77 FINISHED GRADE —24 - w 0� V) TOP OF PVC CLEANOUT TO BE 28 1 a I ` ~ v o 6"X 4" REDUCER - -- � 4" BELOW FINISH GRADE Ir--Z6 '/a-'11 J-- a i .r � o Iv11N. SLOPE .01 FT/FT E1\ID CLEAI�lOUT r Of 0� cr- m w IO'-0" MIN. I UNLESS OTHERWISE —� L J �� F- H I- o w DIRECTED o\o�, ao�; �;o 0�.000 45° BEND 5 5 u) °o, o 0 � o r . ate® o O . . . i, O t` !� FLOW TO EQUAL. TANK FROM SEPTIC TANKS ky CAST/RON M U Cr /VOTL:' A!onho% cover, sha'/ hog e ' (; !c. o, ,•°po the rlord SEIf£R"cast in 9"lepers ;; =_ 5 oOO 7° o across /he center -'..- %= FR,4414 A/VD CO RER OETA z z_ WATER. I-4AII4\— ° J , ItOT TO SCALE o OVER SEWER 6" PVC11 r _ GRAVITY SEWER r v0 ❑R DRAIN 1 ��$Ens PIPE J❑INT (TYP.)- 6"X 6" WYE COMPACTED CRUSHED STONE -d—DRAIN OR SEWER PIPE UNDISTURBED MATERIAL - 1 Z" �doA�4 QQo�� z WATER. �MAIN- -7 �_-•_____ Z UNDER SEWD PAYMENT LIMITS FOP. i 1 ❑R DRAIN TYP/CAL CLEANOUT O,TAII 7 ROCK EXCAVATION Ivor TO SCALE —D, PIPE aQ a. Q - - W Q 1- — {� PRECAST CONCRETE z ♦/r MANHOLE BASE W r m U 0 w SEl1'ER OP, DR,4/rV CROSS/NG 0E714LL z W - "`- A'or 70 scALE v 36' 12' U)W a 4" GRATED DRAII) COVER. PITCH FLOOR TO DRAINSLtIANHOLE PLAN �~ � _ NOT TO SCALE z v ' 1 U ' HAl•IH❑LE FRA14E £ COVER SEE DETAIL L_lj 19 3/8" ADJUST TO REQUIRED GRADE FINISHED GRADE SEE PLA14 Q z _j 0 � -- STAINLESS WITH A 14114. OF ONE COURSE z Q J STEEL STRAP BILL OF NATO: AND A MAX. OF FIVE COURSES � ,� y,�,;,,y;�j,� .; ' 1• BLOWER: ROOTS 33 URAI 76 OF BRICK MASONRY OR r � MORTAR ALL AROUND � � / LIJ � Q A. PIPE SECTI❑IJ ICI'M 6.9 PSIG 1964 RPM. RE114F❑RCED CONC. GRADING .- / 2. MOTOR: BALDOP. 5 HP, 1750 PINGS, ALL BRICKS TO BE f' 4" PVC STAINLESS RPM, TEFC, 3/60/230/460, 1.15 LAID AS HEADERS -0�, N y y. 8' 141N. z Qf—' L1J Q 45' BEND (ROTATE AS REO'D) STEEL RING / 5 SF. ° � 'n \ o CD � EXPANDED _/ 3. MOTOR. SLIDE EASE: 184T 2'-0' UNLESS OTHERWISE IIJDICATED w er �' _ wo z o cn w z Y-BRANCH OR T-BRAI,ICH � IN PLACE __. 4. V-BELT DRIVE: un 7 MOTOR SHEAVE: 7,0X1B-SDS PRECAST C014CRETE � ~ o °W �. � .o BLOWER SHEAVE: MANHOLE COME ` ° ° ' ~ Y U p z ~ ° �-- RUBBER. SLEEVE 6.2XIB-SDS �u � 0 0 ° ° BELTS: i-BP53 BUTYL RUBBER J❑]NT � PLAIN PRECAST CENTER DISTANCE: 17" ------ -------- C014CRETE 5. INLET FILTER: ST❑DDARD SEALANT (TYP) � 3 = W 6 F64-2 CO 4 6, DRIVE GUAP.D: ENCLOSED OSHA REINFOP,CIiJG STEEL (TYP o � " 0Q W 2,3 [1 I STYLE PRECAST CONCRETE z w r9 w o ---I = 1V,41VHOLFX741VA' SEAL OETA/L 7. INLET SILENCER: STODDARD N� Iz ¢ � ADT TO sC.tLE 47 1/2' iJ /a � o D13P.-2" MANHOLE P.]SEP. `{D V Q ( (� 40 8. DISCHARGE SILENCER: STODARD p I' n_ - D W 3 ° d"OWT49 d• CEI-E/Vi . /GF CO,YiIECT/O,V J r — , / ~ I e ` 9. FLEXIBLE COIN lECT❑RS: ° ------ "-----'- TROlfEL OUT 411'r EDGES OR FLA�tGE ,- �- c"scv so Frc H❑LD DCIPI/ID CLIP STODDARD A2I-122 5' rurl 4'-0' DIA, 1e TO PROt!OTE FLOIf' W Q �,/ORA/,vs ro EaUAL/zario/v TA,t r 8 P.EOUI E 8 Y NEOPRENE BOOT (TYP) ¢ U (BY S&L) 2` r`t PRECAST CONCRETE a 6 1' WASH" ! MANHOLE BASE 0.8XD a 1 (TYP.) 1 J ° (TYP) TYP, STUB FROM EDGE OF BASE PLATE _ WITH PLUG z BRICK MASONRY INVERT Holes x 7/6 Long ,x- CS CS C014CRETE 3" (TYP,) 4' �----- 25" — _ OO 5' IIIiJ. C❑IMPACTED o000000000� �ooa, o 5 (TYF.) I CRUSHED STONE 090000000000 P TRAP WITH CONIJECTIUIJ TO 6" DF.AIh•I PIPE 3/4' DIA. ANCHORS (NOT BY S&L) RODTS 'S HG BLOT?/FR 6' MIN. �— UNDISTURBED MATERIAL ZZ (LI /1.107 TO SCALE SECTION �� Q "O" O/A. PRECAST CONCRETE ti 4A1110L E 12 U 0 SECTION T 9 A IICHOR DETAIL OR4/rV QET,4/L 8 C_G NOT TO SCALE C-3 C- YR/CAL C_G � -� AC/T TO _GALE C-i gr SHEET 8 of 1 (� >. _-'190S101V ATV'? SED//11EVT CGM171;OL PROCEDURES C) 11'here c 0e1',177017E171 seedbed is /o be estob/shed, there �, Th profeCtA-& erns%on 0170' sed1irrerf confro! shot! be a m%n/;rum deofh of 4 inches of fopso/% Z measures, as may be also on the ,v/on, sho// be put /i7 spreoa; fii7e-a/ceded and ro!<ed fo remove /or sforEs piece for f/7e pro 1. Once in ,c/ace, o// ord erosion and sediment contral measures shall be cOnfiruovs/l r - r• 7o/i7foined throughout r he remo/noe nsri r of fhe co ruction period. Th m e seed /.r�ure for e// /7n/shed grass areas sha// be /,-7 genera/, erosiar and sedimenf carfrO/ n%easures sho// be puf os fo/%rss. � /i7 place prior `0 d1sfurbirg fhe land Afer %nsfollafior of /fehtvc!<y 61uea-os.5 4Si" 20 !bs/ocre .45 1bs/1000 sq.ff. the /rlifio//y presciibcc' measures, o"1l1o17a/ measures may required fo address f"%e/d coro�fi0ns as Ordered by Me TorYn of Creeping Reo Fescue 45" 20 !bs/acre .45 1bs/i000 sq. Cenfervi%!e or its desia,7ateo' agenf(s) Lim/l of a ark u'/%/ Ge de"i 7Ed r''erennia/ Frl-cgrass i0i`" 5 /bs/acre . 10 /bs/iODO Sq./I. 01 by the slo/red haybole and silt fence dorm slope of the consfrucfior. Seed�i o shot/ be pE/fOrrnEd only dur1.'7g /he ,oer,Ioos of A) /rsfal/ staked geOlexf/% silt Gamier Apr/% 15 to dune 15 on�� Aagusl 15 /a September 15 fencing 67orc175/0pe of prcvasEd c0175/rVC-41bn acf%v%M?S fe//Gn7i7g sEedin_� the seeded surface j ` ':.::� !, LV Q ord/or across natural and temoOror� d�oinaoe pofhs, sha// be mulchea' with sfralr Cr hajl r'ree from rr'eeds and prier to begh717in70 anv corslruc11o17 ocfivibes or cause maffer of a 101"6 of %O fo 90 !bS,1 000 sq. f`. �' r `' . • � ��' d�sturborce of Me soi/ 0.7 i'he lot 714u/ch sho// be a.,7c1'7ared after spreodino Gj �'��',' �� I ,��'•`-' \ - f r ( � B) Install slaked /701 L_1o/e a,7dior sI%/ fence Opp/scar/on Of I,-avid r7u/ch bira'er or my/c/i netting per%meter barrier arouno' topso/% on subso/% sfockp/% apG!%Ed %r7 occo�do,•7ce r,'ir'h the mon1147r1urers recommenoatPons areo(s) /f slcck 014i 70 /s Ob/7e 017 /o(`. y "�``' - .WQ3� 6. 141 E/UT /1%UL C,7%l/G ,- j5,r, /p •� r r C) Construct c'Efentian%i7fi7frotian bGSIi7 and stabilize r:iffi vegefotiOn. /there per,77a17,enf mulch/ho is desired or required far srobi/i�oi/Gr or GEcarpf/i OVrooses, mulch shall con58'f of o ; '��' 2 o 1;; w D) /nsfa// a�7r/�troc/<iro pod consfrucfior heor�, /s1,er of rroaG' chaos, crusheo' s�'ore, crashed grovel, eft. as0 r�� � `- \ �,{� "� ' :' cY 0 entrance at start o proposed d��i'e' des/�ed. 1 -F. 3a 6'�s 1�7 �J \.� I Q E) Loam rti%ize ord seed arcs/or permanenol ' • '� � I � � • � � `� a m / h fibs !7 i= /7 1 n i % ,,77 le i n f % d%'4/il/TEilAdAlr6_ OF ZR- 05/o/v /!il/D SED17f?ENT CONTROL /t-fEASUR 75 U c u e s eo s e e upe sues,a t a eo p f o o �. -I � .�'�•,,. \ i � ; / o � consfrucfio Ono' fii7/sh OrGdira. During fhe oer%od Of COnsfruct/or, o// erasion Gad 4 r �- coalml measures shell be ir,9oecfed lveekf' and after each YA9TF STRUCTURE - W{ ,' i. !,11 Of 2. LAND D/STURB4,I c.E ro/i7sto/�n ono during o moor storm event. Accumulated deposits Yr� F. ..I ��' cn +=' Insofar os posslb/e, d/Sr'Vr60rce of fhe /and sho// be of sedimenf end sill sho// be ,oeriodi-C1�1 `e,7701/ed from MeLiJ L u 4/ /ir7ir'ed fo Me minimum amount necessary to comp/Er'e fhe proposed upstream sio'e of the Bros/on and sed�rr7enf cortro/ b01r1ers and -��:� �--t \�• ,�Q U o'evelopmenf /nferiin Or permonert s/ab/%izol%or measures s17011 be upon esloM7hmer/l of permorenl seeding and mu/chirg. Such �� .� . • Q z ¢ o insfittifed or o a'�sfvrbed area os soon os rocr/cOb/e buf no More moler%ols removed shell be s reod and sfob7%�eo' %n n0,•7-reel/and ' .� f r� p f ° 1 1 /2 S10RY `� �' Y \ _..� / ��F' ,r/ �P� z > r tsar 14 o'o1's of er censr ruction OCIAJI%ry has r emporori/y or oreas rr hich crz not subject to erosion, or rr hich ore not to be ` a I _ ,` permoner/l/y ceases or lhal par/ion of the site. paved Or bu//r upon. hG1'bo%s, silt fencing CaO` ocher erosion BRICK A// trees and shrubs sho// be conserved excepf and sedimenf confro/ measures shall be repaired, c/eared, and/or , BUILDING ' \ ' ?`'�'�. p \ '' \ O • / ri7ose whose remors/ /s requ/iEd /o perform 112E proposed rr or,/c rep/aced os recessar�� fhrovehout fhe consfrucfior period in 7' 111 GH The limits of disrur6ance sha!/ C-e established it the fie/d oro`e.�' /o ma7rfo/n cemolzle Ord 7/7teara/ erosion and sedimenf °;: ,yam '� •' l Q prior to slorf/i7g ant' actual construction ac%i-sties and sho// confro/ prorecf•on. Once in piacz o// erosion ord sed�rr7enf (EXIST) LL •\\ o � > a be coavra//y os sharer by the lopaarophic%sir`e a'evE/opmenf p/ar corr'roi fac///t/Es and measures ere to remo/n �n p/ace and �n ROOF • . / �' r r'ir rover condition and be cc,�tmuovs�' r76-YhVC.�i%ed until &70/ , \Fj\ r�, -= v (L z d a 1 OS. f� EL. 60.3 i �� C_ grooii7a has been como%tEC; o// d./s/urbed Oreos upgradienl of A r�j 0 '' O 1iC - F C A/ TRU"r/ /l/ s /o fac/%itiEs have bee�7 e� 77anErt/r' sfobi/��ed end a// nerr/� rs1. slAntESE. ..\ `\� + • ' / \ ri c` J SE UE c 0 O S L O o `�? ^ \ grossed areas hole had of :'east 110 r70MV7as. fo/Iola/i7o� such CONNECTION �0 Q \�`\r \ . • / -� ,� N ¢ _ The f�sf cons/rucfior erafior7 ro be erformeo' o Er �� s a p p perr7onErl sr aG/�/ration, fhe faC%Z%r/es sho/1 be dismorf/ed, �0 ti j z /:7sfo/%af,on of the inifio/1r p12sCr;bed erosion and sedmenf a „annex Add/Yiono/ Q Grp / �� c r6177CVC , Grd d/sposPd a/1" %i7 cn approved �� �j �. l �G / >, v confro/ measures sha/% be the consfrucfior of Me driverco)l C, `• m v erosion% end secimen/ confro/ measures beyond chose sharrr7 on fhe '� RELOCATED 9L \ l• "! access 11 fo fhe site r:hich sho// /,7C.�UOe the c%or/i7g crd rough ,, cl urBERs a /} x LL 1 r p/ors ar prescribed herein s//7G11 be put in place, 1'herever ��VALVES et BOXES \• 'Fo � \ - � j 1; T�� r - � "�'�• i g , 5�t `� ACRES TOTAL . • '� F- � � � c grodirg for fhe prcpo..rd dr/I ewq)l /Tom fhe public rood to /he g \ _ necessary, r o aodress tie/d canon/ors ord/or os ordereo' Gy fhe -- y4 / , / `�� f'ic/i77f)� Of fhe proposed bv/%ding. The proposed drive /aCaliOn Torras. s \ r -A`=�'' \ �\ a sha// be c%aced of frees vegefo/ion, slumps, /orge rocks and t F. ,r�- \��% �- a�_ ' 4' • fry , . ' ' cn e ! A A sr oc/< /% of excess Bros%on conlro/ measures a ocher obsfoc%s, Grd fhe fo050/7 sho11 be sfripped in Phis oreo. f� � Y r,,•; + . \ \ �2 a shall be mol 7ta/i7ed or sife c/ ol/ tunes Stock %/e molerio/ slored I,;; s'' ;;' A. n-`r n�� / r- L- p Q The lopsoil shall be slockpi/ed /i7 o loco/ion neorb)l Me woi!< /° f ' r-=`` c� PAD �1 oreo, sha// be covered and consis/ of ho�b0%s, sit/ fence and other ma/er%o/s �', cn cr and fhe sfoclrp,%E ringed rr nth o prafective hoyba/e or sr%f ( r ; ' PROW Y ��. fence Gamier for e1csior and sedimenf confro% as descr/Led as spec/fed Gy fhe lorsn and or erg/Weer. 1 1' + OrJTr�p��STQROSfor� \ w u above. /mmediafe/� fa//ors/'7 fhP rou h grading for the Br Or�i-6 and pork�i7a OrEOS Sh011 be Srr'e f Ol a Or EXIST 9,0C ] CAL t s R CrcPr , ' p a J 9 9 v f p 35 SEPTIC Arn: ry 7 Nin drivess'a); Me o'rIi'Erro�' roadbed s/7a// be stab%/��ed with minimum of by iveek/y and prior ro forecosled sform everts - - � / �_ comoocted gravel or ogoregole, and the shoulders heavily mulched , ' with hay, mood ch/;os Or a s%r77%!ar r7aler�a/, ar femporori/y C) Der enfiorj/rfi%fror/on pond sha// be /i7speefed d C61 seeo'ed. Upon the comp/Elion of f/7e d,-Alengv roadbed, the 6J'-'1'EC/</y and prior /o forecasted slo.�m Events and fa//arc%i7g ory ye y ' E' /r �1 N z slOrr7 event Of 0..5 inches or greater. Sediment depos/fs s/70// IVA� C /�' ` - =�, ��:,._ , -•-�' ':r' '� --• ] �" o'rivercay sho// be used os fhe sole access to fhe s/te fhraughouf be remor.Ed r:her Tf /s estimated sediment volume reaches 0.5i°" \ a War r fl7E corslrucfion pEricd. 3 �o'os t•-. ,; t, -��J( o sts �. Of ba../n copacifj%. ra , /7 C alch basin s6mn os shall be ins eclecl offer Fo/forcing Me dr1i.r construction, 117e 50rth11-Ork Gr7d Cry �) r p H. \ aRFr --� { %'� , Oa r of/7er consfrucf/or GCM-1Y%es 517011 t/7en proceed in the Gr sform er enf G/ 0.5 inches or greater. Sediment deposits sha// H be removed as recessOr); 6ut prior 10 117e depth reaches 12.' A ' ,_+ !'� °r\ CJ '� cr 'r- f0//amino recommended order .,;'; , R0p0seo sas a '_._� �-'�, \ - r s 93>o 0 r a Quo /✓ ,4) Clsln;o fgoso7% e.k'cov7ee, fi7/, s"ockpMe R_FSPOiI/S!c^�lL1T)' FOR Gl1PLEf'EihT%1T/Dih OF ERGS/ON A1h0 SEO/,91E/hT and/or rough grads as nEcessary to b001 /he corslrucfion. COii/TROL PiAAI \ a t B) Cors/rucf foundol/or oro' roofing perimeter draii7 Radius REcenet' Operofino Services LLB i6Ti /I%rcesl?r Rood-Suite _s00, - � ; �`.-?' ord Ouflef, and bac/<i%/, Grade rear Gf property and stab/%ize s/apes Frcmirghar-7, V4 a.- cvrrer7l load orrnerjgvplica7f' no corlracfor sha// be up Groo'iert of bU/%Ciro ord drii'e 0E13-0,•7a.'�' responsible for imp/ementira rh/s erosion and sedmenf f ? ly ( v ° cortrol plan ord errorcing fhe rescr�bed erosion and sedimenf /� \ '� r�C LPROPOSM7s {c�.. .�, 0 }. P � )tC DCKFILINU ' C) Construct bvIlollac cdo�'lions, Insloll subsurface confro/ sofegvards dJr/rg 1170 consfrucf%on period. Th/s respo17s1b17V)l serce dTsp 000sol so/% cbsa/,-olion s)'sfem, we// rcifh ra'oter servic inlu e cdes the irsraa//or/Gr and main cn fence Of contra/ measures 6 • Q °``•- � ,c � ca sus £^ :.;,,,.- � `,� U I—• Z connection or /or:n roofer connection and /i7sfo// ofher uti%iYy services. fhrOuohaul the corsfrucfi'on perioe; inform%rg a// ,^arfies ergored On a� �` U�, z Q \` �r /he co/754r11cliar silo of fhe /eau/re/nenfs and eojecf/i•es of /he �9 � •'• _ � W _J D) Fii7e Grade and per O17017,, slobil%tee oreas plan, rofif.ing /he proper Tors•r7 ooe/7cies and offrcio/s of ant' � � �-,' ,� �.� ( �� � U 0- >- (Deper/ding upon SC17, u/1i7_q, CO, -uctior access corSIb6,0fior7s, trGrsfer of lh/s respo/:sib.%if/; and cO%71 eying o copy of the °x° or ofher 5/le requIremerts, /f may be necessary and/or feasible erosion ord seoimenl corr`rol plan /f fhe title fa 117e lord W _ to charge the order of the above steps.) frors/`erred. y/ t' ® .9 /LETLAND 10--,L /E,-471Oil/ ` ® ® ®� G c' -<� /'�� \ !i -� \� \ � W Z CD 4: EARTHJf i7Riti C�cERAT/O/US OUR/iUC COiVSTRUCT/ON !y\� G G E 'I % \ ) \.C Ld O . / 111ef/0n0` /�i7e 6y Norman Ho`1e5 it Ju/y 2006. �7 r w ©G .�-f` A - Grodina fo,r/rg p/ace as fhe site /s excar'aled ord fi%leo — ;I,... sh don n; o// be e /i7 a onr droin er fo a//orr' ooe forcord diver n Z < c)sio - '-- _ ditches and Ores%on and sed';770rt con,',-o/ barriers h'oybole or ) ^ . r L - i - �. 0 % � c� w s�%f fence erosion a.-7d see/rnErf co.%ire/ checks sho11 G/ways be `r 10 /inmediatE�� offer 0 cut s/ape has been graded ord before { ,= l ` C r } z — —I 0 - a slope has 606,1 mope. Concentrated runoff shall not be had, - /' r.l �t`l U �� -` P` Q Q —I permilled to ot'er`/o1V nerr 6' graded oreas, haybo% barriers, s%/r' _l �,•- , ' t 1 ' 1 f \` fences Or Gfhe,' erasion Gna s?o%%77crt can/ro/ measures. ��� A C[ �� , - 0� / 1 m > — 10, 5. STABIL IZA710/h . - - - � A) F0I/011vng lhE sub5l0/7r%a/ con77p/e11on of fhe s/ructurEs I_.-- ~�1 4B. 69 _.. _ �0 'a^ W ex/e/ior (e_g. s%G'%ng and sh%/7a11i70 ,, 0// 5l1FPORT POLE - ( 3 ,} �� \� \ �- U O � ¢ r disturbed soi/ crews surround'1 fhe buildii7a and fhe FILTER FASRlc g 3°�j 5 l 00 Q - or/i'ercoy /n Me of Me bu/Yd/i7o shall be &7e graded ord S permorenf/y slob/1iz eo,' aS dei'Erm/red by STAKED HAYPALES W con('1;?v1i7g construcl'on oclivlf%es o.r 117e seoson. All ! d`1sfurbed GreaS, regardless Of r',heir ICCaf%an on fhe Stour G z C1 j - POLES/,-ea a FILTER FABRIC W = s/re, Lli sha// be fine coded Oro sfGbr,/ys soon r,,TUFAL �l I� �- t��\ os procticab/e o/%r:'i/7g suGstanf;o1 comp/efiar of proposed GRADE _ _ kAY OR \ � � Ld construction. Tl))?��� I - STRAIT BALE Q U d' :U- TAI.IPED S`I�S� Y i O - W W - B) /r7sofor as /s seosO,•7ab1- poss/b 0, all disturbed oreas ANCHOR5o L <��QR��`oJ //j j sha,% be slob7ll�F_e0` b)l e5l0bl4s1'7177enl Of o Oermonen1 s" I-- TREIICH � I�ot;�6r,� Q OR seedbed or /i7sfo/%/ion of permone171' 177v/c/7/i_q -� - - --- -- .. .. ------....._ 7mmed/ate/y follow ono fn/sh trod/ng. !f r�na/ /���•�j - --- - - - -- - -- - - - ... .... -- -- - - -.. .. . - - - ,-• r _ �I aradlr7o must be de/o)'ed Or more fhor s0 days Gf/er Me lend LEGEND: '1 FLOW dlsfurbonce ocf7iit/es G.re c01?7p1e1"e0' ono or %f 0e1-772017e0l seeding r_ %�� EXISTING LIGHT TEST PIT is col seosonab/v passible iw%lm-, SO days o- comp/e/ion ? ✓ �` ' ' s f �� � LARD COUF T BOUND FOUND Of 1'1i70/ PROPOSED LIGHT PERC TEST 9 _ p r1 EXISTING TREES GREATER THAN 10" DIA'ETER f ,r mea 9. su co res nsist/�•.q Of beaux' mc1'chino or �_. /%< - fer?o0rary seeding shall be perf0r,17ed. 0/7 /he rear s/ape up SOIL — EXISTING CATCH BASIN -DETA{l_ NUMBER —600 Eh7STING CONTOURS 1 1 t .r FOR SILT FENCE USE EHbIROFEtICE +■ ' Li gradient of fhe baCrd/na vecero,ed reef/a.�o's. This sha11 also I-X I'• STAKES +-11r To z' 111 f:•:, PROPOSED CATCH BASIN DETAIL OR APPROVED EQUAL, IlISTALL Br FRO, ~� app� to s/OC!<p/!Ed fOpSC�/ and subsa7%s. Temporary seed F.ECOIdfJENDED TOE-IN TREH�tt METHOD. CROUtrD PROPOSED CONTOURS C-5 L' REFERENCE SHEET NUMBS mixjjure sho// be Verzrnial Seed sho/l be Opp//zd of o V! IVA TER LINE 0 EXISTING VONITORING WELL role Of 2 IbS.11000 Sq. 9.. L7i77e510,7e sho// be G GAS LINE GRAPHIC SCALE o _ applied of a rote of 90 lbs./i 000 sq. ff. P/onlirg STAKED H A Y B A L E AND SILT FENCE � PROPOSED rl'ONI TO,4ING I I'EL L dotes sho// be 7t/arch 15 fo JunE i5 end Avausf i /o SEDIMENT BARRIER DETAIL i E/T ELECTRICAL LINE s.rvr EXISTING BV11/ :0 o r5 3o so 1zo d ~ OcfOber 1. Temporay' 177v/C17 sho11 be need-free ha)l or (NOT TO SCALES - 7 EC- 1 0 o TAArIC Q a EXISTING FENCE EXISTING BUFFER [ONE a (� L eE i,. .r., '+'-xs;:.-.'#:.��_.�rt-,.. aY�=��::-�__'tom ` sfrarc, or air-dried mood c/7ips %nee o: coarse maller. �� rs ? <{ li' " L+ iT:` �,'4 is t. 12•51:11 - U 11 p• PROPOSED SEIYER Al'ANHOLE ►{ v PROPOSED FIRE HYL?RANi ( ]N FEET SHEET OF 1 C7 EXISTING FIRE H,DRANT y:�.-, 1 inch = 30 tt. STEP 7: PLACE UNIT/DRAINAGE MATERIAL SPECIALIZED CONSTRUCTION TECHNIQUES � Base Leveling Pad Notes: siandardunit Cap Una FILL THE XEYSTOHE UNIT VOIDS AIAD DRAINAGE ZONE WITH 3/8" (10 mm) TO 3/4" (20 mm) UNIT DRAINAGE FILL MATERIAL. THE UNITS VOIDS ARE THE FOLLOWIIJG ARE A LIST OF SPECIFIC CONSTRUCTION TECHNIQUES THAT MAY BE RELATED TO THE C014STRUCTION OF A KEYSTONE WALL. SEE 1.The leveling pad Is to be Width: 21 DL 11 is° PRESSURE TREATED IW000 THE OPENINGS AND SPACES BETWEEN UNITS. THE DRAINAGE ZONE IS THE COMBINED AREA OF THE U1•11T VOIDS AND/OR ADDITIONAL AREA BEHIND OTHER SECTIONS IN THE "DESIGN AND CONSTRUCTION MANUAL" FOR FURTHER DETAILS. constructed of crushed stone `Depth: 29 trz° iDepth: 101n" H0ght s" Heght 4" NESTED GUARDRAIL THE UNIT. THE WIDTH OF UNIT/DPAINAGE MATERIAL SHOULD BE A MINIMUM OF 24" (610 mrn) MEASURED FROM THE WALL FACE. CERTAIN SiTE � Q or2,000psltunreinrorced `weight 125rbs +Weight solfn � I CONDITIONS MAY REQUIRE A GREATER WIDTH OF THIS MATERIAL, PLACE MATERIAL II,ITO THE SPECIFIED AREA. A CLEAN CRUSHED STONE MATERIAL a DRAINAGE ISSUES a CURBS AND COP114CS concrete. 3-0, WILL CONSOLIDATE NATURALLY. DO NOT OPERATE ANY AUTOMATED COMPACTION EQUIPMENT DIRECTLY OVER. THE KEYSTONE UNITS 114 AN ATTEMPT TO 2.The base foundation is to (1.JIL) I J COMPACT THIS MATERIAL. THIS MAY RESULT IN DAMAGE TO THE UNITS. e GUARD RAILS e WAFER APPLICATIONS be Inspected and approved I t� r^x`e 2'-4' 2 -5" PROPER PLACEMENT OF THE UNIT DP.AINIAGE MATERIAL SERVES THREE IMPORTAI'•IT PURPOSES. FIRST, PLACING THIS MATERIAL BETWEEN UNITS ON 0 BARRIERS e TERRACES by the englneerprlorto ;. :"s,`j416 -- Unit Face 1 -10" / C r. placement of leveling pad Fr:"0-r, '��p ; '{ ADJOINING COURSES CREATES A POSITIVE IIITEP.LOCK BETWEEIN UNITS. IF GEOGRID REINFORCEME14T IS USED, FRICTION! INJTERLOCI< WITH THE WALL FACE v06 ' O \ V t,'�re. �,y�=�,�,N 1r;�lh�p•k���,, ,o IS SIGNIFICANTLY IMPROVED. IN ADDIT101•t, THIS f:1ATEP,IAL WILL INCREASE THE OVERALL WEIGHT OF EACH KEYSTONE UNIT: A VERY IMPORTANT FEATURE. FENCES AND POLES o LIGHT FIXTURES AND SIGNAGE L S 7'• (till!.) FILIALLY, IT WILL PERMIT THE RELEASE OF HYDROSTATIC PRESSURES WHICH MAY BUILD UP BEHIND THE WALL FACE. r 1"-4" INSTALL GEOTEXTILE FABRIC BETVIEE14 UNiT DRAINAGE FILL AND WALL BACKFILL AS REQUIRED i14 WATER CONDITIONS. a STRUCTURES Cv�l v O l i 77 0 D U D E T E S �r ny .. . _y ,l s: BACKFILL D COMPACT SOILS SPECIFlCATI N I LI ! ( o ,. STEP ACI'Fi L AN C MPA T I ��I Q \i Excavallor 'ram' f '� ' �?.';' -POP .. �- THE DEPTH OF THIS APEA WiLL VARY DEPENDIIG ON THE SITE CO!•IDiTiONS AND CONSTRUCTION PROCEDURES USED. WALLS CONSTRUCTED IN A FILL O Q O 'r' '1" ���'' Limits r �3 ' � ;rt: y!� CONDITION WILL REQUIRE THE PLACEMENT OF LARGE VOLUMES OF THIS MATERIAL. WALLS BUILT IlTO CUT COi!01710NJS WILL REQUIRE VARYING PART 1 : GEMERAL L t� C� QUANTITIES OF MATERIAL DEPENDING ON THE ALIOUNT OF OVER EXCAVATION. �`�1 s�.;• ,,�� .<<'>:i�_ . GUARD RAIL STANDARD UNIT SECTI01�! THE SAME PLACEMENT PULES APPLY FOR EACH CONDITIOH. IN GENERAL, ALL SOILS SHOULD BE PLACED IIJ NO K40RE THANI 8" (200 mm) THICK 1.01 DESCRIPTION 2.03 FIBERGLASS CONNECTING PINS In S"Crushed Rock or wr_� ,, ;;�,r NTS O Unrelnforced Concrete i_ u 1:l:,=� ' LIFTS, THE HEIGHT OF A SINGLE KEYSTONE UNIT. HOPE SPECIFICALLY, THE PROPER THICKNESS OF PATERIAL PLACED IN A 5114GLE LIFT IS A. WORK 11-ICLUDES FURNISHING AND INSTALLING A KEYSTONE RETAiNINIG A. CONNECTING PANS SHALL BE 1 2" DIAMETER. THERMOSET 1SOPTHALIC Leveling Pad ,4� DEPEi1DENIT ON THE TYPE OF SOILS AI1D COIJPACTIOIJ EQUIPMENT BEIi,IG USED. FOR EXAMPLE, CRUSHED STONE (USED FOR UNIT/DRAINAGE) MAY WALL TO THE L114ES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS POLYESTER RESIN-PULTRUDED FIBERGLASS PINS SUPPLIED BY THE C� BE PLACED IN MAXIMUM LIFTS AND WILL COMPACT %7ITH MINIMAL EFFORT. MOST 114ORGA14IC SITE SOILS, EASILY IiJFLUENCED BY MOISTURE LEVELS, AND SPECIFIED HEREIN. BY THE MANUFACTURER. Standard Unit/Base Pad Isometric Section View 2 MUST BE PLACED IN SHORTER LIFTS AND WILL REQUIRE GREATER COMPACTION EFFORT. B. WORK INCLUDES PREPARING FOUNDATION SOIL, FURNIISHiNJG AND INSTALLING 2.04 KEYSTONE KAPSEALTM CONSTRUCTION ADHESIVE LEVELIIIG PAD, UNIT FILL AND BACKFILL TO THE LiNES AND GRADES SHOWN ON EC- 1 FOR COMPACTION, THE BACKFILL SOILS NEED TO BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR (957. OF THE SOILS MAXIMUM DENSITY). THE CONSTRUCTION DRAWINGS. A, MATERIAL SHALL CONFORM TO ASTM 2339 AND SHALL BE SUPPLIED BOTH THE TYPE OF MATERIAL AND THE COMPACTION EQUIPMENT NEED TO BE C014SIDERED WHEN ADDP.ESSIMG THIS ISSUE. SOILS COMPACTED WITH C. WORK INCLUDES FURNISHING AND INSTALLING ALL RELATED MATERIALS BY THE KEYSTONE UNiT SUPPLIER. t� -` WALK BEHIND EQUIPMENT WiLL REQUIRE THE PLACEMENT OF TH114 LAYERS OF MATERIAL. USING RIDE-OH MECHANICAL EOUIPMENT WiLL ALLOW REQUIRED FOR C014STRUCTION OF THE RETAINING WALL AS SHOWN ON THE 2.05 GEOGRID .�. 8"Min. Low Permeable Soll PLACEMENT OF THICKER LIFTS OF MATERIAL. CONSULT AN ENGINEER FOR SPECIFIC RECOMMENDATIOi,IS. THE FOLLOWING ARE BASIC GUIDELINES: CONSTRUCTION DRAWINGS. A. GEOGRID SHALL BE THE TYPE AS SHOWN! ON THE DRAWINGS HAVING THE Keystone Cap Unit 1.02 REFERENCE STANDARDS PROPERTY REQUIREMENTS DESCRIBED WITHIN THE MANUFACTURER'S Keystone Standard Unit a BACKFILL MATERIAL MUST HAVE THE PROPER MOISTURE CONTENT FOR OPTIMUM PERFORMAiJCE WHEN COMPACTING. A. ASTM 1372 SEGMENTAL RETAINING WALL UNITS. SPECIFICATIO14S AND REQUIRED BY THE DESIGN. I(=t lir't „ -',;,_:1.,t:• — ASTM D448 SIZES OF AGGREGATE FOR ROAD AND BRIDGE 2.06 BASE LEVELING AND PAD MATERIAL e ORGANIC OR HEAVY CLAY MATERIAL SHALL NOT BE USED. THESE MATERIALS HOLD MOISTURE AiJD DO NOT COMPACT PROPERLY. CONSTRUCTION Lil 1"-1 1(4" A. MATERIAL SHALL CONSIST OF COMPACTED CRUSHED STONE OR I� Retained Soii = ASTM 0698 LABORATORY COMPACTION CHARACTERISTICS USING. UNREINFOP,CED CONCRETE AS SHOWI-I ON THE CONSTRUCTION! DRAWING. Q !^ o WALK BEHIND MECHANICAL COMPACTION EQUIPMENT IMAY BE USED TO COMPACT ANY SOILS PLACED BEYOND THE UNIT/DRAINAGE ZONE. STANDARD EFFORT. Mir :, 8" Finished Grade , p 4 (MAX) 2.07 UNIT DRAINAGE FILL Unit Drainage Fill " 24" 1.03 DUALITY ASSURANCE 0 t=' o RIDE MECHANICAL COMPACTION EQUIPMENT SHOULD BE OPERATED NO CLOSER. THAN WITHIN 3' f,1 m OF THE KEYSTONE UNIT BACK SURFACE. A. UIJIT FILL SHALL CONSIST OF CLEAN! I" MINUS CRUSHED STONE OR CRUSHED (3/4"Crushed -I� %/' - ) A. CONTRACTOR WILL BE RESPONSIBLE FOR SOIL TESTING AND INSPECTION OUALITY GRAVEL MEETING THE FOLLOWING GRADATION: tom-Lit-nt.tfr ITl=it�n_ Rock or Stone) -itl `�• :�=III urm--nl—IT—.n—ni—Tr—ul—Ti= i Lf=1 �2� ` G hr�rcui�n-nr-n�nt-u�i+r- a DO NOT OVER COMPACT OR COMPACT SOILS HE!T TO THE BACK OF THE UNIT 114 A14 UNCONTROLLED MANNER. THIS MAY DRIVE DRAINAGE CONTROL DURING EARTHWORK OPERATIONS. SIEVE S1ZE %PASSING p —IIFir ,' 1 '11 MATERIAL UNDER THE UNIT, FORCING THE UNITS OUT OF LEVEL. IF THiS CONTINUES, THE WALL MAY BEGIN TO LEAIJ FORWARD. 2­ 100 ._.Approximate Limits r l �tTl�lihnr_u i�.���"'-" orExcavatlon Unrelnforced Concrete or PART 2: MATERIALS 3/4" 75-100 9 W Crushed Stone Leveling Pad a ALL SOIL TEST114G SHOULD BE PEP,FOP,1•.4ED BY A QUALIFIED ENGINEER. SOiL TEST SHOULD BE TAKEN NO CLOSER THAN 3' FROM THE BACK NO. 4 0-10 FIN-- � 4"Perforated PVC Drainage Tile 3'-0" MIN SURFACE OF THE KEYSTONE UNIT. NO. SO 0-5 O ( ) 2.01 DEFINITIONS Q) Wrapped!n Filter Fabric CONCRETE UNITS - A KEYSTONE MODULAR CONCRETE FACING 2.08 REINFORCED BACKFILL Z O (Foundation Soil e BACKFILL MATERIAL IN THE PIPE ZOIJE MUST BE AS SHOWN ON l THE SITE SPECIFIC PLANS AND SPECIFICATIONS A. UNIT, MACHINE MADE FROM PORTLAND CEMENT, WATER AND MINERAL A. REINFORCED BACKFILL SHALL BE FREE OF DEBRIS OR ORGANIC MATERIAL Typical Gravity Wall Section e GEOTEXTILE SEPARATORS BETWEEN UNIT FILL AND BACKFILL MUST BE PLACED WHILE BACKFILLiNG AGGREGATES. MEETING THE FOLLOWING GRADATION: B. STRUCTURAL GEOGRID - A STRUCTURAL GEOGP.ID FORMED BY A REGULAR SIEVE SIZE %PASSING NTS WHILE PLACING BACKFILL MATERIAL BEHIND THE FIRST COURSE OF KEYSTONE UNITS, REPLACE THE PASSIVE SOIL WEDGE AT THE FRONT OF THE NETWORK OF INTEGRALLY CONNECTED TENSILE ELEMENTS WITH APERTURES OF 2" 100 UNITS. THIS WILL SECURE THE PROPER ALIGNIAENT OF ALL UNITS. SUFFICIENT SIZE. TO ALLOW INTERLOCKING WITH SURROUNDING SOIL, ROCK, OR 3/4" 100-75 EARTH AND FUNCTION PRIMARILY AS REINFORCEMENT. 140. 40 0-60 n ez-51- _ C. UNJIT FiLL - DP.AIIAAGE AGGREGATE WHICH IS PLACED WITHIN AND NO. 200 0-15 S l EP 9: SWEEP TOP OF UNITS CLEAi`•I IMMEDIATELY BEHIND THE MODULAR CONCRETE UIJITS. PLASTICITY INDEX (PI)<6 D. REINFORCED BACKFILL - COMPACTED SOIL WHICH IS WITHIN THE B. THE MAXIMUM AGGREGATE SIZE SHALL BE LIMITED TO 2" UNLESS FIELD REMOVE ALL EXCESS UNLIT/DRAINAGE MATERIAL FP.OU THE TOP SURFACE OF ALL UIJITS. THiS ALLOWS A 31•;100TH SURFACE FOP. PLACEMENT OF THE REINFORCED SOIL VOLUME A5 SHOVII! ON THE PLAINS. TESTS HAVE BEEN PLLATIO. TO EVALUATE POTENTIAL STRENGTH `W NEXT COURSE OF KEYSTONE UNITS. IF SMALL STORES BECOME SANDWICHED BETWEEN UNITS, POINT LO.ADIIdG MAY OCCUR RESULTING IN STRESS 2.02 KEYSTONE UNITS REDUCTION N INSTALLATION. z C. MATERIAL CAI'! BE SITE EXCAVATED MATERIAL VJHEII THE At30VE FRACTURES. THIS MATERIAL MAY ALSO LEAVE UNITS OUT OF LEVEL. CREATING VISUAL DISTORTION. IF DINE TO THE IAANIUFACTURiNG PROCESS, RIDGES A. KEYSTONE WALL UNITS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE 0 KEYSTONE OR APPROVED EQUAL P.EOUIREMEIdTS ARE MET. UNSUITABLE SOILS FOR BACKFILL (HIGH PLASTIC OR SLAG MATERIAL ARE PRESENT, REMOVE BY USING A TOOL OR USE THE NEXT COURSE UNIT BEII�lG PLACED TO RUB THE HIGH SPOT OFF, STRENGTH OF 3,000 PSI. STANDARD WEIGHT CONCRETE SHALL HAVE A lT] MAXIMU?,3 MOISTURE ABSORPTION OF 8%. CLAYS OR ORGANIC MATERIALS) SHALL i40T BE USED IN THE REINFORCED n W SOIL MASS. GENERAL I\ EYSTO N E I N )TALLATI O N PROCEDURE STEP 10: INSTALL ADDITIONAL COURSES OF KEYSTONE UNITS i D. CONTRACTOR SHALL SUBMIT REINFORCED FILL SAMPLE AND TEST RESULTS TO Q � '-�— THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO COHSTRUCTION. Z COPYRIGHT c 2000 b Ke Stone Retaining !Wall S stems. Inc. O O Y Y 9 Y PLACE ADDITIOtJAL COURSES OF KEYSTONE UNITS. EACH UNIT WILL 8E PLACED OVER T4d0 UIJITS BELOV� CREATING A RUNNING BOND FACE PATTERN. � (n EASIEST PLACEMENT OF THE KEYSTONE UNITS IS ACCOMPLISHED IN THE FOLLOV,1ING STEPS: in STEP 1 : PREPARE SITE {a— � LLj e LIFT EACH KEYSTONE UNIT BY ITS BACK TAIL SECTION TO MOVE IT INTO POSITION. El- O REMOVE ALL SURFACE VEGETATION, DEBRIS, AND OP.GA141C MATERIAL. THIS MATERIAL SHOULD NOT BE USED AS STRUCTURAL BACKFILL. AS REQUIRED, Cx EXCAVATE SITE SOILS TO ALLOW FOR PLACEMENT OF THE KEYSTONE UNITS A14D SOIL REINFORCEMENT. IF A WALL IS BEIIJG BUILT ON FILL, THIS STEP a CENTER THE UNIT IN FRONT OF THE POINT WHERE THE TWO UIJITS BELOW IJEET. n MAY NOT BE NECESSARY. Q fn a SET THE FACE OF THE UNIT ONTO THE FRONT EDGE OF THE TWO UIJITS BELOW. H o Q STEP 2: EXCAVATE BASE TRENCHIDESIGN AND CONSTRUCT101\1 PROCEDURES a WITH THE KEYSTONE UNIT IN THIS POSITION, SLOWLY LOWER IT TO CONTACT THE T;VO UNITS BELOW. !'WHILE LOWERING THE UNIT, THE TWO KIDNEY RECEIVING HOLES SHOULD SLIP OVER. 014E FIBERGLASS PIN 114 THE UNITS BELOW (OPEN KIDNEY WiLL ALLOW A VISUAL CHECK). ca AFTER SELECTING THE LOCATION! AND LEi•IGTH OF THE VIALL, EXCAVATE THE BASE LEVELING PAD TRENCH. THE TOP OF LEVELING PAD MUST BE A o c� MINIMUM OF 24" (610 mm) BELOW FINISHED GRADE. SCOUR MAY REQUIRE THE WALL EXTEND IAQRE DEEPLY OR THAT SCOUR PROTECTION BE USED. o PULL THE UNIT FORWARD TO ENJGAGE PiNS. THE UNiT WILL BE LOCKED INTO A BATTER POSITION!. VISUALLY CHECK TO SEE THAT THE UNIT IS C) 41 Lij THE BASE TRENCH SHOULD BE WIDE ENOUGH TO ALLOIN FOR THE KEYSTONE UNIT AMID UNLIT DRAINAGE FILL ZONE. PARALLEL TO THE UNITS BELOW, AFTER SETTING A LENGTH OF KEYSTONE UIJITS, VISUALLY CHECK THE OVERALL ALIGNMENT. MAKE N1114OR *- p0 I THE BASE TRENCH SHOULD ICE A MINIMUM OF 36" (900 mm) WIDE FOR STANDARD UNITS. THE BASE TRENCH i•.{UST BE DUG DEEP ENOUGH TO ADJUSTMENTS AS NECESSARY. ALLOW FOR PLACEMENT OF THE BASE LEVELING PAD AND THE BURIED KEYSTONE UNITS. LEVEL AiID COMPACT SOILS IN THE BASE TRENCH PRIOR TO INSTALLATIO14 OF THE LEVELIIIG PAD. STEP 1 1 : POSITION AND SECURE CAP UNITS z 140TE: THE NUMBER OF BURIED COURSES IS TYPICALLY THREE UNITS FOR THESE APPLICATIONS UNLESS OTHERWISE SPECIFIED BY THE EN '-ENGINEER. THE COMBINED DEPTHS OF THE BASE LEVELII.IG PAD AND BURIED UNITS IS THE TOTAL DEPTH OF THE BASE TRENICH. FOLLOW THE SAME PROCEDURES DESCRIBED IN STEP 11 FOR PROPER PLACEMENT AND POSITIONING OF THE KEYSTONE CAP UNIITS, A VARIETY OF THERE ARE THREE EXCEPTIONS TO THIS PULE FOR DETERi:JIN ING THE PROPER. DEPTH OF THE BASE TRENICH SIZES AND SHAPES, INICLUDING 4" (100 nim) A140 8" (200 mrn) HIGH UNITS, HAVE BEEN DESIGNED TO SATISFY MOST IiJSTALLATIONI NEEDS. s' 1. POOR SOiL CONDITIONS MAY REQUIRE A iAUCH LARGER DEPTH OF BASE LEVELING PAD MATERIAL OR SOIL REiNFOP.CEI,iENT. THiS EXTRA MATERIAL WOULD BE USED TO IMPROVE THE BEARING CAPACITY OF THE SUBGP.ADE TO FULLY SUPPORT THE WEIGHT OF THE P.ETA1NiMG WALL. AVAILABILITY OF THESE UNITS WILL VARY FROM REREGIONTO REGION. FOR CAP UNIT DESCRIPTIONS AND PLACEMENT VAP,IATIOIJS, SEE THE SECTIONO1J, A GE07ECN1dICAL Et�IGItlEER SHOULD EVALUATE SUCH CONCERNS. CAP: USINGKEYSTONETONNlE UNITS" IN THE DESIGN AND CONSTRUCTIOCONSTRUCTIONMANUAL. g�TTs CAP UNITS MAY BE SECURED WITH A BOiJDING MATERIAL TO PREVENT THEIR REMOVAL. FINAL. ALIGNMEW AT THE TOP OF THE WALL MAY ALSO 2. COPl57RUC ALL OF A MALL ON A STEEP SLOPE. WHEN USING THE STANDARD BASE TP.ENCH GUIDELINES, THE A1SE IITTRENCH OF PASSIVE 01 i it•! i REQUIRE THIS SAME PROCEDURE. IF DUE TO FINAL ALIGNMENT REPOSITIONED CAP UNITS DO NOT PROPERLY MEET P114 CONNECTIONS, THEN REMOVE �� FRONT OF A WALL CONSTRUCTED ON A SLOPE IS REDUCED SIGNIFICANTLY. THIS REQUIRES AIJ fJCREASE I! THE BASE 7F.EIJCH TO MEETt. N1114UI. THE PINS AND SECURE THESE CAP UNITS WITH THE BONDING 1,1ATERIAL. DUE TO THE FLEXIBILITY OP. 110N-RIGID QUALITIES OF THE KEYSTONE AL. CC REOUIREh1Et1TS, AS DETERl4iIlED BY THE £hJGIIJEER' SYSTEM, THE BOND114G MATERIAL MUST BE ABLE TO TOLERATE SOiAE MOVEMENT. KEYSTOiE KAPSEAL ADHESIVE IS DESIGNED FOR THIS USE WITH A �y 0>— 3. STEPPING UNITSUP ALOI•IG A SLOPING GRADE. WHENTHE GRADE RUIn•N1JG PARALLEL WITH THE WALL IS NOT LEVEL WITH THE TOP OR SPECIAL FORMULATION TO WITHSTAND TEMPERATURE ANJD MOISTURE EXTP,EIAES. IF THIS MATERIAL IS UNAVAILABLE, OTHER FLEXIBLE EPDXY BASED BOTTOM OF THE l:EYSTOHE UNITS, THE DEPTH OF THE BASE TRENCH A140 DEPTH OF THE UNITS BELOW GRADE WILL VARY. MAINTAiN THE ADHESIVES DESIGNED TO BOND t,riASONR f TO MASONRY MAY BE USED. REFER TO 1,1ANU FACTU REPS INSTRUCTIONS FOR COMPLETE DETAILS. MINIMUi•,i DEPTH OF BURIED KEYSTONE UNITS. STEP 12: FINISHED GRADE AND LANDSCAPING STEP ,3: CONSTRUCT BASE LEVELING PAD THE KEYSTONE RETAINING WALL IS COMPLETE. FINAL GRADING, PLANTING OR OTHER SURFACE MATERIALS CAN NOW BE PUT INTO PLACE. REMEMBER BEGIN FIRST BY SELECTINiG THE PROPER BASE LEVELIIIG PAD IvIATEP,IAL. A REINFORCED COHCP,ETE PAD IS TYPICALLY UTILIZED WHERE SCOUR THAT F1141SHED GRADE CONJDiTIONS AFFECT THE WALLS PEP,FOPMANICE. SUCH CONDITIONS SHOULD NOT BE ALTERED FROM THE ORIGINAL DESIGN. POTENTIAL EXISTS, OTHERWISE A 6" MAIN. DEPTH CRUSHED STONE BASE IS USED, (I.E. CLASS u5, BURI,IA, ROAD BASE). THE i.JAXIMUM PARTICLE SiZE LOA.DIIIG WITH SLOPES, PARKING LOTS AMID BUILDINGS SHOULD BE MAINTAINED AS DESIGNED. ANY CHANGES TO THE TOP OF WALL FINISHED GRADE 1S 1" (25 mm). THE MINIiaUM PARTICLE SIZE IS NO MORE THAN 15% OF THE VOLUME PASSING A 1.10. 200 SIEVE. LARGER, MATERIAL WILL MAKE MUST BE EVALUATED PRIOR 70 CONSTRUCTION. M 0� LEVELING MORE DIFFICULT. THE FOLLOWING ARE OPTIONS: � � F<- OPTIONS: 1. 3/8" TO 3/4" (10 - 20 mm) CLEAN CRUSHED STONE 114 AREAS WITH HIGHER, MOISTURE LEVELS. 2. A 2000± PSI. (14 mPa) i1011-P.EINIFORCED CONCRETE LEVELING PAD (6" THiCK). _ z Q 3. A 3500 PSI. (21 mPo) REINFORCED CONCRETE FOOTING. THIS OPTION IS USED ONLY IN CRITICAL APPLICATIONS AS _I RECOMMENDED BY THE ENGINEER. STONE R/P-R,4P W id" k//N. OZT711 NOTE: DO 140T USE PEA ROCK OR POUNDED AGGREGATE FOR THE BASE LEVELIIIG PAD. o ?//1, ifllAV ROCI>' SIZE FOR OUTLETS //VTO OETEiVT/ON EAS/N w U R/P R TO E.AP /S t'T£/VO TO THE STONE li�E/GHT= d1/N 50 L.6 - �f1f1,1: I%U LB PLACE CRUSHED STORE BASE LEVELING PAD MATERiAL AHD COMPACT WITH APPROPRIATE EQUIPMENT TO ACHIEVE PROPER DENSITY. COMPACT BOTTD�/ OF THE BiIS/1V Ur F-- BASE MATERIALS TO 95 a STANDARD PROCTOR OR 90% MODIFIED PROCTOR (SOIL TESTING STAiDARDS TO DETEP,I:IIIJE % OF MA.XImum SOIL DENSITY). -- CRUSHED STONE SHOULD BE COMPACTED TO YIELD (IF PROCTOR TESTING CAN NOT BE PEP.FOP.LJED CH CRUSHED STONE MATERIALS). _L1J (f) REQUIREMENTS FOP. THE TYPE OF TESTING PROGRAM, LOCATIONS AND FREQUENCY IS THE RESPONSIBILITY OF THE EN!GIJEER OF RECORD OR OWNER- �� Y�} � ��l r v � In Q COMPACT THE BASE LEVELING PAD TO A LEVEL CONDITION!. CHECK FOR ACCURACY USING A LEVEL/TP.ANSIT OR HANJD LEVEL. USE SAND OR FiNE � �� � �� W GRANULAR MATERIAL FOR Mti•lOR ADJUSTMENTS. WHEN CONCRETE (NON-REINFORCE LEVELIIIG PAD IS BEING USED, SET BATTER BOARDS, POUR - p - S=0" CL' Q C] o CONCRETE AND SCREED LEVEL. 0 � ��C� r(�� � 6 OF i-112"" CRUSHED STONE �ilM) WHEN BUILDING ON A LEVEL GRADE CONDITION, THE BASE LEVELING PAD 1S PLACED FOR THE FULL LENGTH OF THE WALL BEFORE KEYSTONE UNITS *F�o ���-J���, � = Ali= I = F =f - � Q C) Q Q - I- iilF= i_ NIL ARE INSTALLED. WALLS BUILT ONJ A SLOPING LATERAL GRADE MAY REQUIRE A STEPPED BASE. IiJ THESE CONDITIONS. THE BASE LEVELING PAD AND > �W '1=IIII=III'- ' THE FIRST COURSE OF KEYSTONE UNIITS ARE IMSTALLED FOR EACH LENGTH OF A STEP IN GRADE. BEGINNING AT THE LOWEST ELEVATION, PLACE W Q O� O Q Z ANJD COMPACT THE BASE LEVELING PAD MATERIAL. NEXT, INSTALL THE FIRST COURSE OF KEYSTONE UiiTS. AFTER LEVELING AND ALIGNMENT OF rP / J O THESE UNITS IS CO},JPLETE, PLACE AI-ID COMPACT THE BASE LEVELING PAD FOR THE NEXT STEP IN GRADE. WHILE DOING S0, PLACE THE SAME t CJ 0 DC3 CD "� F/LT£R F.4BR/C /S f�EOU/RED BENEATH CRIJSHEO STOit�E. / Z U — MATERIAL AROUND THE UIJITS CLOSEST TO THE STEP IN GRADE TO STABILIZE THERE POSITION. THE TOP OF THE LAST KEYSTONE UI11T BECOLIES V Q � N THE GRADE LEVEL FOR THE TOP OF THE BASE LEVELING PAD. THIS UNIT RETAIi1S THE BASE LEVELING PAD MATERIAL FOR THE NEXT STEP IIJ GRADE. 1116 Q 1-1 � �1• TI'P/CAL SF�/LL 1�1�)' � z � STEP . SET AND ALIGN THE BASE COURSE m I— SECT/OiV A—A Q_-E W 0 W BEGIN AT THE LOWEST 'AVALL ELEVATiOi1. PLACE ALL UNIITS PARALLEL TO THE ALIGNMENT LINE. THE MACHINED EDGES OF ADJOINING UNITS SHOULD 0 CONTACT EACH OTHER.. THIS PROCEDURE APPLIES TO STRAIGHT WALLS (SEE CONISTRUCTION! LJANIUAL ON "CURVES" FOR RELATED iN1FORMATION). _� � U ti•D BE SURE ALL UNITS ARE SET TOP SIDE UP. THE TOP SIDE HAS 4 P114 HOLES CENITEP.ED BETWEEN T�;'0 KIDNEY RECEIVII'JG HOLES_ ALL UNITS ROIt'S OF LARGE STONES FOR W-ZOC/TY REDUCT/ON W�O � (� SHOULD REST FIPHLY ON THE BASE LEVELING PAD. IF ANY ROCKING MOTION OCCURS. ADJUST BASE LEVELING PAD MATERIAL OR UNITS TO ACHIEVE SOLID CONTACT WITH THIS SURFACE. t� CHECK AND ADJUST THE LEVEL AND ALIGNMENT OF ALL UNITS. THE POSITION OF THE BASE COURSE DETERMINES THE ALIGHLIENT OF ALL SUCCEEDING Ste'/LL I?;4Y D�rOP PLA/V 1�/EG1l � U � Q [� COURSES_ ADJUSTMENTS TO ALiGNI'JEI.1T MUST BE MADE AT THIS TiME. DO NOT ALIGN THE UNITS USING THE SPLIT FACE SURFACE. INSTEAD, VERIFY U 0THE PROPER POSITION! OF ALL KEYSTONE UNITS BY EXA1:1114ING A STRAIGHT LINE ACROSS THE BACK OF THE UNIITS OR OVER THE TOP OF THE UiJIT HOLES. z N Q _E: LEVEL KEYSTONE UNITS SIDE TO SiDE USING A 48" (1.2 m) OP. LONGER LEVEL. UNITS CAII BE LEVELED FRONT TO BACK USING A MfHIIAUl,1 24" DL-`7Z_A T�r�/V 9ASN L1__i I (610 mm) LEVEL. IF A LEVEL/TRANSIT IS USED, SPOT CHECK EVERY 4th OR 5th UHIT. THE TOP SURFACE OF TWO ADJOINING UNITS SHOULD ALIGNI U LZL I [L (±) 1/8" (3 mrn). MINOR HEIGHT ADJUSTMENTS CAN! BE MADE BY TAPING THE IJi,I17 V;'ITH A RUBBER MALLET OR BY PLACING SMALL At:10Ut•JTS OF L!J COURSE SAND UNDER THE UNITS. APPLYIHG EXCESSIVE VERTICAL FORCE IN A14 ATTELIPT TO ADJUST THE HEIGHT ALIGNMENT COULD PRODUCE L7 STRESS FRACTURES. PLACEMENT OF MORE THA14 3/4" (20 mm) OF LOOSE MATERIAL COULD LEAD TO UNACCEPTABLE MOVEMENT. QY' — -1 C7 CORE OPEts:J G Fp,4 OR4/it'SCc P/PE O U <Z ALL BASE COURSE UIJITS CAII BE PLACED FOP AN ENTIRE WALL LENGTH OR FOR A SMALL SEGMENT OF THE FULL LENGTH. TO REDUCE'THE i:JOVE- /E EA A£rSiOA'E O!r �JPFROf'EO EoudL A W w (n IAEI IT OF BASE UIJITS FROI`J CONSTRUCTION EQUIPMENT, PLACE UNiT DRAINAGE FILL MATERIAL AFTER PLACEMENT AND LEVELIIIG OF EACH TEN UIJITS. � �%:tLC PRE—COW57, CT/Oily GRADE �� y � � � WHEN PLACING THE BASE COURSE FOR A WALL WITH A STEPPING GRADE, SET ALL UIJITS AT THE LOWEST GRADE ELEVATIONFIRST. SECURE THE POSITIO14 OF THESE UNITS (AS DESCRIBED Ild THE "PREPAPATION, EXCAVATION. BLOCK EMSED1:11ENJT NOTES"). PLACEMENT OF THE BASE COURSE 8'c';. D/ FOR THE NEXT STEP Ill GRADE SHOULD BEGIN BY PLACING A MINIMUM OF 1-1/2 OVERLAPPING UIJITS. THiS WILL ENSURE PROPER INTERLOCK ` ' " bv! _ ��6" Q POSITION FOR ADDITIONAL UIJITS. STEP G: INSERT FIBERGLASS CONNECTING PINS BEFORE INSTALLING THE PINTS SELECT A BATTER OPTION. "BATTER" IS THE SLOPE OF THE FACE OF THE WALL UPWARD AND BACK:NARD SO THAT THE WALL LEANS INTO THE ELIBAHi<MENT BEING RETAINED. BATTER IS MECHANICALLY CONTROLLED BY THE Pill POSITION.!. UiJITS WITH FOUR. Pill HOLES �• r1 it APPEARING IN THE TOP OF THE KEYSTONE UNIT HAVE THREE BATTER OPTIONS. 8.8' (1-1/4" (30 mm)). 4.4' (5/8" (15 mm)), OR NEAR VERTICAL. A 8.8' OR 4.4' BATTER I.JA.Y BE USED FOR SOME INSTALLATIONS. STRAIGHT WALLS ARE WELL SUITED FOR THIS BATTER OPTION. A NEAR VERTICAL BATTER WORKS WELL FOR TALL GEOGRID REINFORCED VIALLS WITH TIGHT RADIUS CURVES, COR14ERS AND WORK11,10 AP.OU11D CULVERTS AND HEADWALLS. I ('III r r r, ! f ar r L PLACE TWO KEYSTONE PINS INTO TWO OF THE PREFORMED HOLES IN THE TOP OF EACH KEYSTONE UNIT. IN SOLiE CASES A LIGHT SLAG FILM MAY `�i'� is - COVER PART OR ALL OF THE HOLE. Ill THESE CONDITIONS. USE A HAMMER TO TAP THE PIII THROUGH THE CONCRETE SLAG AHD INTO THE OPENING. .�-. •-z• --�;�-al SAC"L✓ /1�TERiC'i? SLOPES A c �� ONCE IN POSITION, A MINIMUM 1-1/4" (30 mm) SEGMENT OF THE PIN SHOULD PROTRUDE OUT OF THE OPENIIHG ABOVE THE TOP SURFACE OF THE g�oao.oT; ;d5a' �� (�"C04,f.+ � SEED) � �1�, 1��. �'( �7 � ji ' z N f UNIT. v.':'•.: - (� , O �iihIiI=I11_ _�=111-~ c� LLI /1ILF,Y 719A710111 B.45/111 CROSS SEC710/1/ `� U /NITS C�f SHEET 10 of 16 FRAME AND GRATE FINISHED GRADE (SEE PLAN) F^ (1[I�J 10'..'lhl'ff;'Uf% E=6" iRAfEC L4ibE 1 1/2' BIT. CONC. TOP (TYPE 1) Q RI�� PR r RAOIIS KnPJ 24 -C�' Tr?rtEZ LANE CUSTOM 4" FRAME D1 D �° o- so 2 1/2' BIT. CONC. BINDEP. CURSE ��I,IIJr,� (TYPE 1> ;i i _ \/�\/' ADJUST TO REOUIRED GRADE CCI MORTAR ALL AROUND jJISG �� �1� S,,cRol;,v ��,,.,.,,,..�„- , WITH BRICK MASONRY hAIhJ. 1 � � � �I 6",t�',uir!ueL� �, � �. � ,,, CAPE COD BERM COURSE, MAX. 3 COURSES OR � I---_ I CONCRETE GRADING RINGS. ALL `� O ° e !g 5' IN BRICKS TO BE LAID AS HEADERS �{ OEPT,'r ° R���� 8g a 9 a a °' P./r" RAP G 1 112' BIT. CONC. TOP (TYPE 1) a ° ° o e° - a 0,4 EFOi�E1' 0� Q a4 �I STOiYE c`? GRAVEL J i�ItUld 0Q 0,::) %� 2 1/2' BIT. CONC. BINDER COURSE x. PRECAST COI\JCRETE TOP SLAB (TYPE 1) CUSTOM COVER � O I I,'yYIp1� '12 P-ROCESSED GRAVEL a OPENING ° � G•ECTE.ki/LE 70 STNE,'L/�E FOUi`/OATiO,v III ( III I I 1 I IIII IIII PARKING GARAGE ° CENTERED IN SUIT ° PRECAST CONCRETE � 0 0 --_- --- I CATCH BASN,,I RISER FRAME & COVER I Q o � 4'-0" DIA. ° BUTYL RUBBER _ - �°o vo°o 12" PROCESSED GRAVEL BASE COURSE 5" MIN.— Is a JOINT SEALANT (TYP.) COiV571'?WT/OiV EN7R_ ANCE r n07 ro SC.1LL EC— r N l i N I I IIII I l l l =I I I I 1111 III exe PVC QUIDTRAP VOLATILE 2" MII�l. /1, /Cr4L PO,40l1�YSECT/O1V lllf IIII Ilff i ! x° PAVED AREAS M A107 TO ScALL- C-1 C-2 ONLY) x o e Z o _ PAFk%NG LOT SECT'ON `3 =° a I J _jQ ,vor ro scALE 6" MIN. I � ° FLEXIBLE WATERTIGHT RUBBER a Z O GASKET AND STEEL CLAMP w � e 0 000°o°000°c �ooQ00000°o� PRECAST CONCRETE a •n w ;o�000�o�ooi %°ono°ono°o° CATCH BASIN RISER p 6 CATCH BASIN z 0 ) COMPACTED CRUSHED STONE > TO BE PLACED BETWEEN BITUMINOUS CONCRETE 6" MIN. CRUSHED STONE (MIN) a0b� 00o SIDES OF MAIN TRENCH °O°G J°O° UNDISTURBED MATERIAL v o°o0050 - 00000 O E„ISTING UTILIT o°o°o°o°o°o°o°o°< , F , �0000000000000000 1 L a0000000000000o04,6 COMPACTED SELECT L� < I�JQTI=: 0000000000000000000000C BACKFILL 62 0y `<; <La � ` STEEL REINFORCING TO MEET ,cpO°o°o°o°o°o°o°o°o°o°o°o°o OR EXCEED H2O LOADING oODp00- 000o00000000O0O�O°O y, _, �, L<a„ % Z 0 0 opo°oo - _v 00000°a00000 <, . J°O°O°O°O°o°O°O°O°O°c M002 10 L i y pO00000000000000p0000o00000000 . y m O°O°OoOoQoQoQoQoQoQoQoOoQ.00 00� a• �0°00000000000�00000�000000000000 GRASS 0oOo0°O°O°QOQOQOOoOOO°cOO_°0.0o090- < y CL Q 50//P �'/�E C-4ST C,4TCH Lg,4S/N DET,�1/L 5 ¢ CL 7 + % NOT TO SCALE BITUMINOUS CONCRETE BERM � < of of m I�TOP OF COMPACTED CRUSHED PROPOSED SE1•lEP. PIPE rl ST014E FOR SEWER PIPE BEDDING OFFSET C.4TCT' 9AS11V OFTA/L �iUOT TO SCALEJ i� co UT///TY CROSS/rVC DETAIL ¢ 1- o Q (NOr r0 SC41C) 41 n o\ o N M O E �Q Z 1 r r GRAVEL AT LEAST 6" L?r '�Y� CUL TEC CON//,'AC/O!� ,330 /;'D i-;C�1l�Y DUTY H-�O ABOVE HYDRANT DRAIN + o � _•r n' 3s u OTHEf' H-2Q f�c t;ti,4FrGE 0/1//T LYTiL; EOUI141446NT ST OFr,4C, '� Y "¢" a r UNDISTURBED MATERIAL ooao ,oQo ��0 Q °°°° 00 0 �VALvE TEE a CONCRETE THRUST BLOCK �'. • �(� ( 1 CJL TEC 410 F/L TER F,4BR/C t �Ty�) SOLID MASONRY BLOCIt ° KEEP DRAIN CLEAR } l CUL TEC CONTRACTOR +:O /�D ° °°°°°°0 ,� W p: <� i% %-%/2" lf,4SHED STONE 0 0 0 0 o PIT 2'-6" X 3'-0" }� Z ¢ } _ 3/4" TO 1 1/2" STOJdE ° DEEP BELOW HYDRANT DRA44 - z QI 24 w J 34" / U x I-26 1/4''--I o°a °co °°o° /�\ 00 0°o p °oo - \J I % C) 24 �.. 15'J �° ° ° ° H,"DIPA VT SETT/NO 14/0 k4Z IiE OETA/L / /l-5J `b°o�bo�o °°�^o'�°o Nor TO SCALE EC—7 C-7 CL W L10 <[ m � 4_i_ ssvlfl' rW cL 16W «°S L65. C45T/ROA, It2rE.' ,f onne.'e covers chcl'have _ _ V J /r.E noro L?4t/-l'"cesl .n j"/e//ers CULTS-C COi1/Ir�r<1C/OFr' jjO HD HEAI�Y DUrY y * PLANT TYPES SHALL BE i�OIJ- EVASIVE SPECIES ocross /he cen,er r:. F�} C..'°'.,:C / ,�. , 1, .•• ,., TO BE DETERMINED AFTER CONSULTATION WITH THE CONSERVATION COMMISSION 0 z W _J � \' rr ^vim %rrr �t'c `f,i,�:"�:ra..eEti — a r cT/o,�v ,4-�r Q ,J FRAM!F ,U/VD CO!%E� DET,�!/L � ,tioT ry scA�E ( � _ OVER FLOW ` ° ❑UTLET(TiP) \ m z w FRAME AND C❑VEP. ``J \ \�' 1/ `\ _ ~ �--I Q 6-O HINGED Q) FOR ACCESS v� \ PLANTING SOIL IviJXTUP.E GATE DOOR 2 X 6 CEDAR TOP RAIL w C) CONNECT TO ROOF �-- � LEADERS \ LL' 0 Z � 3" SAUCER z r; -\\ CONNECT T❑ ALLOW EQUAL T ,4' 6 CEOAR NER- TICAL SLAT U) W 0 � DISTRIBUTION 4 N ` __ __ _-___ __ . FINISHED GRADE 6 1705,r u r_ - . Tn-r—r •3.,•• ' , � - - SOIL OR TOP SOIL - �r�Ax ;•;:,::'' - WETLANDS I 10' D' ;: W. Lo "TIT , :>;' ROOT BALL - - - - -- - - - - - - - - - -- - ---- - -- - -- -- - w 00 O O > � / = --_-�---- COMPACTED SUBGRADE 1 _ 0 Z C1 12 PPlrOCESSED GRAVEL BASE _ ~"E COURSE I — _ � SCARIFY TO 6' DEPTH w W vJ o Q 0 "" — — — '' }:t: ' AND RECOMPACT -Tip a o vl i II �� � � dill IIII III �`- � ' 16 CT111J ) 12" VARIES 12" �� ���f� e �' f�' PLANTING SOIL MIXTURE �o L - ' I Mlhl. MiN1. d 3" SAUCER 4MANIFOLD/ _ ' PVC �� •-.''••- _ _ _ - - - - - - - - C❑NraE TED T - WETLANDS --- - - - - - - - -- - - - - - c ❑ ❑❑F - 0 T _ �, ._.._.. - -•_ C - _ _ R OP SOIL DRAIN NC - � r � '• •^- y G" SUMP =III f�_ I I ROOT BALL G BELOW OUTLE o 0 0 0 0 o c c o 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 o N.T. g S. COMPACTED X 6 CZ-D.4R / L BRACING t� ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o o e o o e o 0 0 0 0 0 0 - %l TT" SUBGRADE -� 4 < < DAGON�1 , =1I -III-:ITI I o =1 =1 I-I^=i 2 X 6 CIL94R 60TTOi17 STYLE 4 C" VARIES 5" lb rain- SEE PLAN! MIN. `-- 16'"ROUND C041CRFTE %8" A;'//V- A CR455 �- FELO/l/ PL,41VT//1/C o N.T.S. z N Lit T1'P/CAL PZAMT11VC GZ-7.4iL 6 �UII/1PSTErS' ENCL OSUiQE 8 Q = �,; YP/C.QL ��0,40/7;41' A/1/D r`Jh'FT.'(/rVG LOT STO,Qi1`l1!QTcFJ� RECH;�I�CE' � ¢ g n'OT r0 SCALE / C-4 NOT r0 SOIL£ ,EC- % C-G � �'- _ SHEET 11 OF 16 :0FJD11\1AJ�.l��� 7 N 850700" E ZONE: RC-2 RESIDENTIAL S' 0 g0'r �- N B5 45�1 ' E 12q.44 REQUIRED PROVIDED REMARKS �5,24- 9" '" "" -- - -- r MINIMUM 2 ACRES 19.54 + - ACRES LOT SIZE (87,120.35 SF.) (851,165.8 +/-- SF.) MINr � MUM s�, \ FRONTAGE 20 FEET 80 FEET Oil _j LOTtWiDTH UM 100 FEET 250 +/- FEET l p SETBACKS 0 -�� FRONT 20 FEET 372.75 FEET Al/y 4ENr !' I J �Gl (�` -SIDE___--- 10 FEET __------- - 190.92-FEET - ---- -------- -- o�\ `Uo REAR 10 FEET tJ/A PARKING 40 SPACES 97 SPACES r \`• cP�,s�,, r,� I o� \ i:: :`:= -;;.; NEW BIT. PAVEMENT •,� 'o. s 1 <� 1, 30 20 10 0 30 60 \ O. ► �(�\ ` t SCALE IN FEET DEMO EMST. PAVEMENT BY" CENT 3330r, E DE blTOt4 222.960 N ! w 0 1 OBUILDING _ l ETBACIf INF - \ ' t -- r, sFA 0 � l REMAINING EMSTING SPACES 1 NETI SPACES cs, t 97 TOTAI, PARKING SPACES (5 H.C.) C,�> =(,�°, , r�v f ' NEW 1 STORY ADD[` ON " ` l 1YYII'F S'PftUCTURE ` FOOTPRINT: 906 Sf. DUMPSTER srocxAl3O ,C FENCEcn'�>; �$7 ntrrpN NEW 3 STORY ADDITION .p \70-ko If/BASEMENVGARAGEOOTPRINT• 5,909 SF. , EMERGENGX GENERATOR ON v: <<, ' ':_� .•.,. , CONCRETE PAD ❑ JI{� "F?- _t:_ _ S 89D59 23 W 2 10.21 -^•__'- ';'ro':rr.-liilat,ulfla;tury�,3l,/lF,'y r,;,.,nlro-,uN'rIr�vrNi.rr4 I/ .y�._,.r_•,k:~,1=.'.r.'.'= � �'":_•�l i'I'l�,!' lJll tA'lk�rAP.?r,�YtiR•'" .,rJ'ar, z._ t4:/ 'l,nu r n.i r r ,l '!t,r'lr �" r 41"f -; •'- ?1•.-. — �J \ '', rf r, �'r(i,•fir r,�li r f!.! - / EXISTING 3 STORY lII W' 2f t'IbRY '% ''' ►i,`'„ "v� BRICK BUILDING bDITION OVIaR vI f `! / 4 32' HIGH EXIST; SUiI•UI r ��, ,, .;. \. � ,` . V ,;r,fl,,;�i,�grrr r•%%�j4;:�1f/1 J7,1/i,., ,r�r'..�,�{'.. 'rl fN%r,l \y • „r • rl.. !•• Ibrr;r-J l.H ir. r 'h J''r1• \ a ���� ' � /'` � S c� \ 'I ! r+rf'.',rrfl t.. r r I%r .r�M•� �',I r• jjr., ,1..: ", : Cb `J •;; :,1.lrl;�1!.1 J r!rn ,1-r r I + r rrn Q`�v � ,^• OO' / ��• ��• ' � ,'�•♦ r�l�J//�rtf�l l,• ff� ,!I'I ffiJ�r!'l. l''�"l~.. rLfjdJ � � ., l r rC.,•'- ,. r;r 3 ::-r.�_ _ ` � `I1 �� , / 394 17813PS.F. „ ,, TRANSFORMER d fi4 ,►' irN. �, �0•' ti ``:: GROSS 1 , ,�:'%i ^,ice:• 19.54P ACRES TOTAL , � � \�`.. AREA '�• � "�'`� U. S PAVED F1RELANE 'ti��� �:° �� ` ! ,''' _ �,. /�,• „ .� E EA WITH GRASS �k �sH Ea / EMT STRIP IN THE MIDDLE In V, 88 44'19 W 112.24 .100 COMMON LAND USE , POND EASEMENT \:Cap\ d'3 43 -h a. jo 10 tip Sy�p F / � o. SE gyp, SET8010K UN w 8U tLbIN G — �., ' IC�"�• r 3514" W � � v f 5' X 40" OVAL SIGN U1 mart N N � ON BRICK PIER Ir "CAPE REGENCY" V$A !t1 0 � , .. Zk) ,r , T a DELvld IL Dunk?? Assaeiates Inc. ALL NGII� ESERYEl3_ SUBMISSION: David H. Dunlap Associates Inc. #-�4 NO USE OR REPRODUCTION 'OF THIS MATERIAL 1� PERMT ED m WITHOUT THE EXPRESS VRITTEN CONSENT OF ��5t�p nRCH�tF DAVID H. DUNLAP ASSOCIATES INC. p } 4U S I T E P L A N Z 0 N I DO NOT SCALE DRAWING USE DIMENSIONS SHOW � .; •..•.'., ..•. ,:.•.-.,... ARCHITECTS S P 4� a� too 1 0 W E B S T E R STREET U N l T 2 a VERIFY ALL DIMENSIONS ON STP}� o a No.3829 . o TEA HINCHAPA HANOVER . MASSACHUSETTS 02339 � tv o oil cIt ai �701) €I78-0066 F A x : fi781) >37@-7060 � 5� a _ o E—MAIL : David 0 dhduniap.com � A� Addit " to C � R e n Nur * Fac alit Centers lle Massachusetts J ..Arl hr 0ey, A•ri 210 2037 11;11 2 a 3 PRM9URE TREATED w0o0 HEADER 211 UABHED ST014E TYF. 1 COLOP. a AS SELECTM EXISTING VEGETATION NEW SHP.USS EX TO REMAIN 10" r'`N'�)_ , CAI IBEP OR LARGEf2 NEW HEDGE �'•�%'�Cn;1 ,\00 � NEW 4' EVERGREEN } NEW 1 STORY ADDITION \'� } WWTF STRUCTURELT NEUJ PEfENNIALS T P L ! N •.� FOOTPRINT: 986 SF. \` EXISTING T12EEL hlE�- :: I NEW ANNUALS .. 1;;::::::;;;:•;;:. I NOTE•NC�Y 3 STORY AD ITIQ D NM BITU NOUS . :: :.... . ................... ... .. I• P D CO R VIDE CHAR ALNEW DECIDUOUS TREES...:: ..: ........... W BASEMENT GARAGE C PAVEMENT s• . F'ILmERS ®VENT P]PES.. .. ....... ... . h re FOOTPRINT: 5,9p9 SF AL / II I I II CONCRETE lU K :•::�:Tf.:LI::TY: :;• V.P.W./ 3/4 ' .. ._.-_....:...:.::................._............ NEW i"L.OtIIEI�iNG TREES PATIO t e t I•:�::• °•_: i• EACH SAY .... . G . . ... . . ..... . :;..:r::.:..::. :::::.:::.. : �rS WALK, P,EMOVABLE :.: T RAVEL ST DETAIL A L :...... ::::::.: : --�-r'�-�'. ��� 6 � YP. C] RIP D I PAVEPS NEW F!_011JERING SHRUBS ,L, SCALE NO CA ... . r l f _ � r1 i n' - �4 5 I LABEL S S EC 1~ 51 MA HEiGH R{: W 21 - P ZE MATURE REMAR KS EXISTING 3 STO RY Y ��s ��a�i f E N R M MA PLE A ACER M D M l.E: RUl3RU 3" TO 3 4b' T 0' .5" CAL. 5 ova 1 I JD JAPAN OG V 0 RNU 1� ES£ D ti 0 D CO 5 !(OU5 T A 0 TO 12 H IT �D � 2D'17 / To 25 R URE - I TRI:ATPD 3 1 , c J JAP CH ERRY R R SER T_PBRICK BUILDING HER Y P UNUS RULA A 0 TO�!?�E"AD •�'�•�• 1 12 HT, 5 0 3/ Z D' D IN G• I I UL B I � S T. � 'E - CA CRAB A PY A PLC RUS BACC 8'TA. HTI n F'LA AREA b s NTI4G A.E '.`:.' HIG H i 1 I e WHITE E CLUMP H e H T P BIRCH ETULA P P IFE A TO 12'A YR R ]p HT.\ b T• TO ?S' nulc I{ P' / 2 A K 9I:E 8 t:C 0 EFlCA Tr Ns _ I UP. E pp E TUFF AREA F PTH' AU E OR D AP STRIAN BLACK PINE NU N PI NUS NIGRA N 7 D tGRA T 13 HT: / 20' D ry T ?5' 0 \ 1` 4 I m A B CO I — I Y AR 017YiTAES UJ OC EN A I TH A I _S 6"T 5' H T. D'n D 15 P TOP 1 T -IMPORTED 801_n _ t D RS FS FORSYTHIA YTH 2' 0 3' HT.i✓- �J E1 T VARIES i G i' Pi iP E7 I JUN I: JUN PER S COMMU -B"U NIS 3' T 4' HT.O ` 4' TO 1 r � - f ; - 7 S fi 0 RA DODE ON5 N• RH NDR RHODODE D S MAXI 4' 0 G' VARIES RO MU T HT.•. 'F G s / ./ •�A� I r/. 4 .L M MOU U NTAIN LAUREL AL:3 ARE K MIA LA F A Tl OLI 3' TO T.1 f' H , , i 1D TO 20' r' \ H 5 SLED SUMMER G i:� . . ... LESS S ER HYDRANGEA •r• N E 2'-fi"Z' TO HT./;• VARIES i Y I �•{T} ff r i N A AN 1J r' UAL5 t S O.C. 1 s>i�• �. PE PE RENNIALS NIALS ? TRANSFO ER .^k-:• 2 O.C. R M � .. \ .- n � • 7 3 P� :.,: RC, 1JssCYPRESS1'R IAN\ � I SIB �?:::. .�,..; •,:::,; :,_ , :' \\ j • � .ter ,• • �:._ I 19 . 54P ACRES TOTAL GROSS . r . � �, :�. ' _ ,.....� •. .:� :.,::.::�_ �� I I I I ► I I I I \ \ AREA �, 2/ P-a .� J FS 1510 5 0 15 30 x s• x 12 araoD STAKE SCALE IN FEET (1 t W E C SUBGRAbE ,�T 4'-0' 0 C. A}ID AT EACH Ex END TTFICAL AN ( AN `- P D E L '9 , jD TY WOOD HE IDER EDGE DETAIL Q \:. SH AN NO SCALE .� • .: ;;: ... G • SCI �- + RC L ! k IL GA. ALUry./A11!JFALEg �•,` '�•� GppLV. 97�•EE!_ UIIR I++ FFIEUJ (� .- t • IUAL V-ELT I11AC 105E C H ED �. G -'" r PASTE} TO EE AT POINT =:i. ,�`:- �r`��� 1/1 TR_E HEIGHT ��''' C S � Q J►-'c _ _ RC 1/ \ `•. 1 OPEI B RLAP A Gt1r T UhK ' Y ' '- {{ gA gg Nb R •�' �:�'• �••' � ` o t'OLD CK AND U t.• {'r .� f�r r y. 9 Y U DIPPED �' �7 J S HEA Y a o �• 1 :ti ri;: _ 2 � G ..ALY. TURF g E y SIB `+h\! � V ti .. •f ..r' G �7_ 4 `f C1 - u z q • FI - J X _- - S H 8 KE9 PI:R I:. f�C : n' A7 A L E E U La a A T �: A - _`1 C ` 1 ,- CC 5 •�- rITERYAL AROUND -=•�. THE R . G X G - A 5 �-� I U9H GRAD>r .�rl _ Cl r \ CA �-DRIVE STAKES A I11N. 12' � !' d �_ ti.•:c:.�-t'- cF tt_9�{ TO FES18TAIICE IN � \ F5 � �•.�, � �-:.: n z 11•. ,)•' h,. EXISTING 5011 y r:.,:., . :`' , , 0;'7 _ram T +! %' ;•'C:r};' R f�F•'�` ='1iQ 1T.. - PLANT TAI3LET3 CA ��, y..?; Q��i ` -�' �}� A SACKFILL 1iIX , �. _ CA I TIriES C r•' FUDDLE ANO SETTLE CONTAMER DIAMETER EACKFIIL 111X '� _ "t•. y?; ' ' 1�" F5 , TYP. CONIFEROUS TREE GUYING DET. =` .,^, - _ A NO SCALE 3 p A 'f C HFICAV- Ub c � \ a .� CA , •� \ J 1 r \' (,Ur WIPE SIZES: J \ 1U T ` \ 1112- 15 TO gg5 GAL. TR E=S Y RUBBER TREE TIE ' 7� �'�"y �� O � "' .X.G) Gq - FIELD STOCK TRE�9 1 ! f GALV. OUT U�RE V� ���� REBAER STAKE SIZES: r L� I/.! ACK ,) 94 X 2' -15 TO 95 GAL.7P.tc1r8/ I 5URVEYOP'S FLAGGING / \ G �� 1 _� . �' ' 11 X 2' - MELD STOCK / i �, TAPE - EA. EUIP,E 1 (�l 1���M v `—� ,.�. — ��j ' ,00 +' � r 1FlSTALL TTURNBiug� ;5 FOR >� TURNBUCKLE \ FIELD STbGK OIILY ` �FINISH GRADE \ ~10-~+ r r j , , r••r , f , r'' QO ' g 7 K14B ••' F .� 69 14 � PLANT TABLET$ 5 - ``� O A gAGKFILL tilX 2 TIMES T,PUDDLI= AND � Q `a l >� CQ11T/,1r1ER DIAIiI?TE. mix SETTLE 9ACKFILL /� f - , �h M t/J �-LJ J 5 X 40 OVAL SIGN TYP. TP.EE CTUY1NCr DETAIL � �7 � nl ON BRICK PIER `�' " " � � CAPE REGEfJCY 110 SCALE ' o LQ o FiNI9H GRADE ..........= II 1 U4_ i :''.:J1•.`- •• — PLANT TABLETS , ) '• e' uq $ACKFILL ttiX � • � O1LE AND 51 T rLE `, p 2 T1ME9 C FILL MiX 3J CONTAINER DIAMETER DTYf 51-�i�UB PL,4N-i"INC� DETAIL N SCALE David H. Dunlap Assdalatea, Inc• ALL RI [ITS E5EI2VEp• D.MISSION: �-�y Associates NO USE OR REPRODUCTION OF THIS MANIAL H. is PERMIT3'Eil m e. David H. Dunlap " s s o c iu e s Inc. t VD ARC �T G VFTHOUT THE EXPRESS WRITTEN CONSENT OF �qAROy SITE PLAN LANDSC A P I 1 °I DAVID H. DUNLAP ASSOCIATES INC. p } \' ;', ARCHITECTS ENGINEERS * PLANNERS �w ,o�' "t+A ��' \` DO NOT SCALE DRAWING - USE DIMENSIONS SHOWN - •. ,.. 1 0 5 WEBSTER STREET U N I T 2 o No.3829 RN17NAM VIA , VERIFY AID, DIMENSIONS ON SITE }, LL Q �:��.,.�.. \,•::� HANOVER . MASSACHUSETTS 02339 MASS. M Co , '•,ti, ::���::�'�:•� 02� G�� Addition- Facility(781) 878--0066 F A X (7131) 875-7060 �E-MAIL . pavid dhdunlc�p.corn Nursing Massachusetts y % � . Q co o F:\rule F,Hr,rnC \ ., .:- J I L P-ANU ( "1 tt1» r.c, 20 24,0? I � ` , � / REMOVING PAWG WWTF STRUCTURE & REPAVE GUARD RAM P.1'. el Qp NEW 3 STORY NOTE: DELIVERY TRUCK 77 pip IV/BASEMENT/G%,, E PROVIDE CHARCOAL I FIRE FIRE APPARATUS AMBULANCE NEW DR. PAVEMENT OnAL.19 SEE 11/8P-6 SCALE IN FEET NO WORK ON THE \ EXISTING 3 STORY E)aff, BIT. PAVEMENT 50 ' BUFFER SHALL BE PATCRED BRICK BUILDING W1 NEW PAINTED LnM EC - 1 DwG VERHANG 32' HIGH REFLAZE AS SHOWN CONCRETE WALK/ MST. SIAMESE PATIO VALVE WALK. REMOVABLE PAVERS 11X TRANSFORMER 19 . 54P ACRES TOTAL 0 GROSS AREA i RELOCATE EXIST. J NEW SPACES STANDARD AUTOMOBME FIRE HYDRANT NEW' PIRE10 PAVED FIRELANE rOR ARROW HED WITH GRASS 10 STRIP IN THE 61 0. Cott XIST. TO RELOCATE �REMIAN FIR MELOCATE SITE X7F-fqD PAVING 01 BUILD 0) ON BRICK PIER Go LU David IL Du Usociates, Inc. ALL RIG �Ff LE D.P.H. n m ME SUBMISSION: David H. Dunlap Associates Inc. NO USE OR OPMADUUMON OF TMS MATERIAL D S T E P L A N TRAFFIC CIRCULATION' DAVID H. DUNLAP tMOCIATES INC. DO NOT SCALE DRAWING — USE DaMSIONS S13OWN ARCHITECTS ENGINEERS PLANNERS Fm VERIFY ALL DDENSIONS ON SrM No.38Z Addition to Cairle Regency Nursing Facility Centerville , Massachusetts | } ' ` \ LIGHTPOST-- 8 FT, HIGH �� \\ "ARCHITECTURAL AREA LIGHTING" MODEL #ALN540PM \\ � *METAL HALIDE W/FROSTED GLASS NEN SITE LIGHTING FIXT {E 2 FOOTCANDLES MOUNTED ON BUILDING C� UTILIT WALL MOUNT �. \ LI GH TN G- NEW SITE LIGHTING FIXTUREARE MOUNTED oNBUILDING , "ARCHITECTURAL A REA LIG HTING" MODEL #ALW186W8� METAL HALIDE h EXISTING 3 STORY _ r -MJ1AP 1].� .BIZ1�h 10 BR ICK K BUI LDING N •�r G s 15 5 0 5 1 A 30 27 'A SCA�EINF T i� EE V HI GH GH DWG O ti 1 4 r■1 �` 1 ADDITIONAL 17 INFO . 9 TRANSFORMER P �\ .� S. F s _ GRO SS h 1 9 . 5 4 P ACRE S TOTAL L r-t AREA s�0 \ � WALLL' ,, ' a 7 PAVED FIRELANE r - 0 .�- \, H EQ f �N WITH GRASS .-- STRIP IN THE C' LANTERN STYLE 10LIGHTPOLES MIDDLE `\ _ CO RELOCATE EXISTING LIGHTPOLES \ A}S REQUIREQ 5 4 \ , 3 C7 1 1 ES 1..1. �STI�G �G�TpOL �~ R EQVIR /� ,q ./ LU S 83 3514 �� `� 5 X 40 OVAL SIGN C1/ ON BRICK PIER "CAPE REGENCY" o N LIJ k , David H. Dunlap Associates Inc. �AU D.P.H. C'`y f p R s R n� �tEo ARCy� 1 Now USE oRuREP AucTToir$0F TH[5 MATERIAL Is PIRMrtED m �'`;= �• �;:� c �� o u fi<" 1 GYMOUT THE E7�PRCSS �iR[TTLN�CON9ENTI 0)+' S D E VE : ARCHITECTS ENGINEERS w w• A� EPLNIT NROD Su�MisslvN: ¶' EERS PLANNERS A nAvm H. DUNLAP . . ,. . A950CIATES INC. p 1Q5 VVEBSTER STREET UNIT 2 - - ! 1 DO NOT SCALE DBAYiiNG USE DIMENSIONS 8N0�'N VERIFY ALL DIMENSIONS ON SITE w a No. A ? a ,•`�• d HANDYER MA S Hll�CdtAAI S A C H U S E T T S 02339 +t ti1Ass• �� LL o N :�. •�•• ` ;.,., �tiWA FAX (781) 878-705(} E-MAIL David 0 dh rf+o�w� �-+� -�}�~� .;' dunla�.cam Addi l0 n_ t a � e n_c Fac ' l �. enterville� � a I— U ¢ cn P:;Ce �: N.e i� •;dc� �70 _ o 'ehn Fr'day. ril 20 20ji 10:53 AM PROVIDE ONE SYMBOL AT EACH PER DETAIL ,/SP-5 V-0° '`0° HANDICAP PARKING SIGN 6'-O" q,_o" HANDICAP ACCESSIBLE STALL HANDICAP CURB CUT PER DETAIL 3/5P-5 pp0Y1pE ADDITIONAL SIGN 0 �"`—'WHITE LETTERS AND SYMBOLS — 0 < NOTE: WORDED: "VAR ACCESSIBLE" E 0t1 BLUE BACKGROUND r PAINT 12) COATS TRAFFIC j 2% MAX AT VAN ACCESSIBLE STALL 1��1•- WORDED: 'STATE DISABLED ONLY -. - PARKING. PARKING PERMIT , I LINE WHITE 3" WIDE (TYP.I I`-01" - ' ' SLOPE ' _l REQUIRED" W/ BLUE BACKGROUND i�Jb Uf' > S V G CIG� Cell 17, 3'-0" GAIE30L.V.SIGN(S) PIPE•COILUMN ER A� - 'p 1PAINTED) CONCRETE SIDEWALK, �] in 0 Q1. (SEE SITE PLAN) . PAINT STRIPES S" gKI N :Q Q_ 0 ` BROOM FINISHi*D, PAINTIED ON PAVEMENT PER ( +� ! I I I+ I CONC. WALK ASPHALT PAVEMENT ' a DETAIL I/EP-b 'p — : i i — Ili - . . " I— SLOPE I : 10 — 1/2 MAX. BEVELED AT 1 : 2 WHERE RAMP - I I 8" DIA. CONCRETE SURROUND 3' I'AP.KlNG STALL STRIPE 11 � MEETS PAVEMENT NOTES: 1 i I AROUND PIPE COLUMN 1. ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS SHOWN 2. PROVIDE PAINTED "WHITE" MARKINGS ON PAVEMENT WHEP.E INDICATED ON SITE PLAN. V-•0" AT „ 3. REVERSE ORIENTATION OF ARROWS AS REQUIRED ON PLANS VAN STALLS PROVIDE ONE SIGN PER HANDICAP STALL NOTE: RAMP TEXTURING 15 TO BE DONE WITH A HEAVY BROOM FIN. FOLLOW GUIOP-LINES FOR PROPORTIONING OF INTERNATIONAL SYM130L OF ACCE85 21�_O� SURFACE TEXTURE 1. IF LOCAL JURISDICTION USES DIFFERENT STYLE OR SIZE OF ARROWS. USE THE AS REQUIRED BY ADA, AND/OR LOCAL HANDICAPPED CODE. REQUIREMENTS OF THE LOCAL JURISDICTION I HANDICAP SYM130L 2 HANDICAP STALL TYPICAL 3 HANDICAP SIGN a HANDICAP CURB CUT 7 PAVEMENT MARKINGS t DIRECTIONAL ARROWS 5P-5 NOT TO SCALE 5P`5 NOT TO SCALE SP-5 NOT TO SCALE 5P-5 NOT TO SCALE 5P_5 NOT TO SCALE POUND CONC. 1/80 ABOVE PIPE MIN. ' PLANTING AREA PEf� 4" REINFOP.CID CONC. SIDEWALK LANDSCAPE PLAN W/ LIGHT BROOM FINISH (TYP.) 4' REINFORCED CONCRETE SIDEWALK 9° WITH HLGHT REINFORCED CONCRETE PAD EASE EDGE 1/2" WITH LIGHT BROOM FINISH (7YP.) 6" 0 GALV. STEEL PIPE. WITH LIGHT 13ROOM FINISH (TYP.) CONTINUOU5 #4 BARS TOP t BOTTOM FILLED W/ CONC. (PAINTED 2 COATS) L S CAST IN PLACE CONC. ClSI2B TOP AND BOTTOM CONTINUOUS �4 BARS TOP ( BOTTOM EASE EDGE I/2" CONTINUOUS 1t•4 BARS CONC. SLOPE _ ASPHALT PAVEMENT AND EASE EDGE 1/2" WWM -- - r r. SUB-BA51~ r ASPHALT PAVEMENT FINISH GRADE, PAVING ASPHALT PAVEMENT AND SUB-BASE ..� PLANTING OF, SIDEWALK — I ! I ! I ! ` iv AND SUB-BASE LANDSCAPE E PLAN PER I I III i ANDSCAP>^ PLAN ISEE PLANS) s '.. I ',�,C'�, i •• r_ � . .__ Ira. ��' -�'•i %V-VC+, �-�;C,�(y���i?�} ,gip�,(J� �!+ {y_ {�:- :— I I I I I 111 p I I �I� U ` `I J J - a 18" 6 X 30' DEEP t� CONC. PIER I I I --i I I— I I • •n�- I ICI! I --=1 I I I=:=T I I i i III III III IIII !1�1 I !�I I_ • �®. 111=}11= 11= J • = I I —} f I= I l -1 11= I 11=I I I �I I I I � CONT. 94 13ARs1I— II TOP AND BOTTOM b BOLLARD DETAIL , FLUSH CURET EDGE e CONCRETE CURB a SIDEWALK CURB EDGE !o GENERATOR/DUMPSTER PAD SP-5 NOT TO SCALE SP-5 NOT TO SCALE SP-5 NOT 70 SCALE SP-5 NOT TO SCALE SP-5 NOT TO SCALE PRE-CAST CONCRETE CUR13 I� >=QUAL TREADS � li° JOINT FILLED, 9" 4° SP-5 UJIDTH PER PLANS - SIDEWALK PEP. APPROXIMATE NON-5HRINK GROUT PLANE FINISH GRADE CONTINUOUS EXTRUDED r, 1/4' TOOLF�D CONTROL JOINT AT 4'0' O.C. AND EXPANSIOOM FINISH SURFACE ON JOINTS SCORE LINES AT I IT-O' O.C., AND WHERE SIDEWALK ABUTS A _ BITUMINOUS CONCRETE CURB I 3/4" EXPANSION JOINT WALL OR OTHER STRUCTURE O� tl) 1I4 BAR N I 4" THICK CONC. WITH W/ L X 6 WIA X WIA WWF >I_� EACH NOSE �, , AT CENTER ON FREE DRAINING GRAVEL BASE W �� p �•` '=-= +'���i�' �- 1/2" RADIUS EDGES U) Z� ti,'•,�o. s - n G P.EINF. BARS TYP. ; r� �� ,1 —lii- 1 Y x u(m 4 BAR AT 19' O.C. TO I SH aRO M FINISH I c'p`=:k�,)� =gip ,� o �,C` �,C�;',•p1,- C;� ;, �r, —II m 1pil �z o OL F N1 p I' , .;,� 4C�. -.�,�� �, ,; �� QG ��,�`-' '�; VCR �,� - � .. ���'� I h PLAN DIM. PLAN DIM. I I 'EDGES ITYPICAO s� �j•- .!L o ► ti,�(� Cl �iY -f1C _ I; II � — I 1Q" I�` III I I I III I I - - - I I `I 11 I u 4 BARS AT 18' O.C. ,- ---kON-SHRINK GROUT r I II _I I I �II II I II i II II IIII ° - =I III; Ir 130TN WAYS '=} 21/2" Q r.• �! y ' If - 15% COMPACTED C;t~11J�' > 12) s>3 REINF. BAPS - PAVING PER PLANS �_�I. +I•_,.c� , lye�.: �`tt• �c� J LONG) I iy I-! L'�h ', ni •�^��C ' �• u 4 BAR AT 18' O.C. 24" -S •! I n ° III r0°°� II �� o �, III=11! _! I I� U; ;��` Jc .J�y �j� r-C)rc7 III II I2) a �I BARS �^ (2) #Jb RElNF. BARS 1 . ; - BONDING AGENT TO SECTION I p .•. ASPHALT PAVING �i E u EXTRUDED BITUMINOUS CONCRETE CURB 12 PP.E-CAST CONCRETE CURB ,� CONCRETE SIDEWALK PLAN 14 SIDEWALK SECTION 15 EXTERIOR CONCRETE STAIR w (� y w SP-5 NOT TO SCALE SP_Z NOT TO SCALE SP_5 NOT TO SCALE SP-5 NOT TO SCALE N07 TO SCALE pp GG Q.P.H. David 1r� T NO�USE OR REPRODUCTION9�OFTHIS MATERIAL I �PERMrilED Ca IySU8MI5SION; H. Dunlap '6 ! WITHOUT THE EXPRESS WRITTEN CONSENT OF �ERti:D AR�yi I T E �'� T Y P I C A L E T A � L DAVID N. DUNLAP ASSOCIATES INC. 0 'ti'� 4 DO NOT SCALE DRATOG - USE DIMENSIONS SHOWN - :'�' '�� ARCHITECTS ENGINEERS ` PLANNERS ,,.• �, a` ° VERIFY ALL DIMENSIONS ON SITELU cfl 3 ;� �. ; ` 1 0 8 W E B S T E R S T R E E T U N I T 2 o n No.3829 ? O N x �- ;;:• Z ��ti•.�•.:••. •-�-•.••.�,�• H A Al C) V E R , MASSACHUSETTS 02339 �- unss. �� • �•. (781 878-0066 F Q d ,�� :�.: ;;.. ;�•. ) A K (78'i} f378-7060 t P55 1i() kl Facility L-J : �: E--}BAIL : David dhdunlap.com F A d d i t i o n t o C � e R� e �� Nursing Centerville , Massachusetts w :: Iu Fri !Ur•I c(1 2007iC -' •lr