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HomeMy WebLinkAbout2013-04-16 Planning Board Supplemental Materials (41) 17 MV < BA \ < A B —Bu T I Aul 0 US U D S R 00 0 \ UR H A \\ D ...,... V R , mVASSAU . S ----. S 0 8 5 m A a) U 00 13 % R U"6 .1 159 DRAWINGS DESCRIPTION SHEET ND, PLOT PLAN DF LAND C-1 EXISTING CDNDITIDNS PLAN C-2 ERASION & SEDIMENTATION CONTROL PLAN C-3 SITE LAYOUT PLAN C-4 SITE GRADING, DRAINAGE AND UTILITY PLAN C-5 LANDSCAPE PLAN C-6 SITE DETAILS C-7 SITE DETAILS C-8 SITE DETAILS C-9 SITE DETAILS C-10 EXTERIOR ELEVATIONS A210 EXTERIOR ELEVATIONS A211 SITE LIGHTING PLAN E-1 SITE LIGHTING PHOTOMETRIC PLAN E-2 fn ISSUED FOR PERMITTING 3 rn PREPARED FDR #1 PREPARED B Y. A N G IJ S— REALTY CDRPDRA TIDN L ENGINEERING, INC, a 1077 DSGDDD STREET 199 NEWBURY STREET, SUITE 115 in fn fn NORTH ANDOVER, MASSACHUSETTS 01845 DANVERS, MASSACHUSETTS 01923 3 gCl OD V � � to NOW OR FORMERLY I DECLARE TO THE BEST OF MY PROFESSIONAL KNOKEDGE, JOSEPH PEUCH REFERENCES: INFORMATION AND BELIEF, THAT THIS PLAN WAS PREPARED IN . h * LOCUS DEED: BOOK 1787, PAGE 270 ACCORDANCE WITH THE RULES AND REGULA 77ONS OF THE O h 166 72. * PAGE 443 REGISTRY OF DEEDS. 41 \ LOCUS DEED: BOOK 912, * DEED BOOK 3971, PAGE 253 \ * DEED BOOK 5186, PAGE 205 (� Q Lu * PLAN No. 12121 (yJ * PLAN No. 9848 FO L MN�7E��`ENGI� ERING, INC. DA 7E Z u W \ * PLAN No. 9410* P N 1 Z V Lz \ LA No. 2350 � Q � I,L * 1952 COUNTY LA YOU OF GREAT POND ROAD Z � \ N * 1961 STATE HIGHWAY LAYOUT OF OSGOOD STREET \ W ct N N \ RECORD 0 WNER. NOW OR FORMERLY a, FOR REGISTRY OF DEEDS USE ONLY BRIAN McANALLY N NOW OR ANGUS REALTY CORPORA 77ON Z W \ FORMERLY JOHN ILTY 1077 OSGOOD STREET J Z h \ NORTH ANDOVER, MA. 01845 Of \ J LEGEND - - LIMIT OF WETLANDS HWM MEAN HIGH WATER MARK OF LAKE COCHICHEWICK to NORTH ANDOVER BVW BORDERING VEGETATED WETLAND ZONING BOARD OF APPEALS 00 00 0 0 O I ~ WSW Q � W NOTES. .m SIN = o QQ. N = 1. THE PURPOSE OF THIS PLAN IS TO ACCOMPANY AN APPLICA 77ON N. U l�. CTC U) U TO THE NORTH ANDOVER ZONING BOARD OF APPEALS FOR Ate- 00 W V 40 � I VARIANCE REQUEST FOR THE PROPOSED BANK STRUCTURE AND Q Q O Q ASSOCIATED PARKING AND U77LI TES. C5 Q O INCL CE N 2. WE7LAND DELINEATION PERFORMED BY EPSILON ASSOCIATES, INC. m O CL W O MA YNARD MA. ON MAY 8, 2006 AND BY LEC ENVIRONMENTAL IN ^ O U) N O FNOW OR F RANK J. RORMERLY AGONESE DA 7E JUNE 2012 O Z OA I Q z e WF.6 J. FIELD SURVEY LOCAT70N OF THE WETLAND LINE, ADJACENT TO Q LAKE COCHICHEWiCK, WAS PERFORMED BY L YNNFIELD ENGINEERING ON JULY 5, 2012. z) ck � N I 114.0 Z Z F 2 250' OFFSET,FRAAt N 4. THE EXIS77NG CONDITIONS BASE PLAN WAS PREPARED BY ELEV.. 113.67 0 115 9 MERIDIAN ASSOCIA TES, INC. PEABOD Y, MA. DA 7ED MA Y 20, 1996. �WF 3 THE VERTICAL DA TUM WAS ESTABLISHED FROM U.S G.S DISK 60.00 6' 8-35 1965, ELEVA 770N 161.25 PER THE EXIS77NG CONDITIONS 384 PLAN. X11 ,9 RIGHT 0_F N/F 4 5. THE PROPOSED BANK IMPROVEMENT PROJECT IS LOCATED IN THE Co NOW OR FORMERLY / TOWN OF ND TH 115 GENERAL BUSINESS DISTRICT AND IS WITHIN THE WATERSHED o ANDOVER S S7EINBERG ____--- .. o WF 5 PR07EC77ON DISTRICT. W (PUMP STA 77 N) R ldl 114.8 X 14A EXTEND WOOD 114.4, F 8 6. THE LOT WAS CREATED PRIOR TO OCTOBER 24, 1994. THE LOT 32PER1Y UNE _. :_. - �► 1 EpGE FEET N WF 7 a WAS CREATED BY MERRIMACK ENGINEERING SERVICES DATED 15.1 SEPTEMBER 1992 AND RECORDED AS PLAN No. 12121. /WF 9 � - y ,5.2 � DIMENSIONAL CONTROLS: o r. IWF 10ct DESCRIPnON REQUIRED PROVIDED W A v LOT AREA 25,000 SF 320,080 SF b 14.6 QVF 11 + LOT FRONTAGE 125 FEET 678.71 FT OSGOOD -- I b 519.22 FT GREAT POND NOW OR FORMERLY � ��' �-_ DANIEL CARJOANNE B. - - -- -- - X 115.2 FRONT YARD SETBACK 25 FEET 40.2 FEET GREAT POND WF 12 cu I I RECORD COT AREA = 320,080E S F. 80.9 FEET OSGOOD ao ___ N _ - N PARKI SPACES SIDE YARD SETBACK 25 FEET >500 FEET �. . v _ P F i 3 9'x 18' TY 14.9 - zb U � REAR YARD SETBACK 35 FEET >300 FEET ° MP TER LOT COVERAGE MAX. 3590 10.77. � _ . X11 • . _ _ - - H i iniuirurrurrm 15.5 250' NON DISTURBANCE ZONE 250 FEET 88t FEET OF PARKING) _ 09t FEET • 0 - _ - ,_ ELEVATION 113.67' •� •. LOCATED ON THE GROUND (BUILDING Y) D \ INC N DISTURBANCE 100 FEET - = , �� - o _ G, i00' NON DISTU 84f FEET �.) - 2 f3.y!�4' Nfs.r � E ` ON SEPITEMBERN22,E1994 - 12 25• � ;. - �-- EDGE OF BVW (EDGE OF PARKING) z t� o �R X 114.2 m - 15 O 3f.'f' ' ON 2 � `V11F -_ - - - O - --- BANK ti 114.1 E, N 325 NON-DISCHARGE �._._ 4.0' co J DECLARE TO 17-lE BEST OF MY PROFESSIONAL KNOWLEDG c� -� INFORMA77ON AND BELIEF, THAT 7HE PROPERTY LINES DEPICTED n - F 16 ARE THE LINES DIVIDING EXIS77NG OWNERSHIPS AND THE LINES Q y4c 3.672* S.F. -� 3f. - _ _� - OF STREETS AND WAYS DEPICTED ARE THOSE OF PUBLIC OR 4 _ PRIVATE S7REEIS AND WAYS ALREADY ESTABLISHED AND THAT Q '°fao. �r,0 -- V1 NO NEW LINES FOR DIVISION OF EXIS77NG OWNERSHIPS OR FOR - fao IF 17 NEW S7REETS OR WAYS ARE`\ -- DEPICTED. .(MASS GEN CAWS CHAP. 41 SECT. 81•-X). O A i ASH OP 115 6 -J 18 L Mqs PARKING SPACES \ � a` ES X 116.4 ICHAEL yc 9'x 18' Tt'P 'WF 19 N O� 9520. ♦ •0 118.4 ULIANO ;-j FWF 20 FOR L YNN LD E fid;�7!♦IC.Q DA TE Op p N X- C 118.1 WF 21L iaho w m v GRAPHIC SCALE m W 3 W '�► \ so 0 25 so foo goo o U cn D SHEET No. ( IN FEET } . S 1 inch = 50 ft. PROJECT No. LE 364-3© ' o rn 00\ \ / ► LEGEND: � Q 100 NON DISTURBANCE SETBACK W 1 � _ ESTIMATED MHW SETBACK (t J (n 00� GRANITE CURB W �., t �. LIMIT OF STORMWATER DETENTION SYSTEM - W W NOW OR FORMERLY ` Q I - - - • - 250 NON DISTURBANCE SETBACK '� Z � V Q -Zoe' , / ► li FRANK J. RAGONESE ♦ ` O Imo.. ,Z 1A. N ; INV.(lN)=1 09' I wFil 9 ♦ SMH-4 WF 1 �\ 325 NON DISCHARGE SETBACK Z 0 ( \ \ ( 1 -1 � INV.(OUT)=130.67 ` RIM=134.03 \ - - - - LIMIT OF WETLANDS W > > 1 ♦ INV. IN=126.73(BLOG) �} \ �, `�, WF 1 WEflAND FLAG LOCATION j py \ \ ET/NG CULI�RT 6' HIGH STOCKADE INV. 1N=123.73 m w F-7 8» C I �` l0 FENCE INV. OUT=123.78(PUMP STA770N) a'- WF 2 �\ TREELINE REACH CHART: 3US \\ \�N\- \ 2\� 1 wF-20 of N \ 0° EXISTING FIRE HYDRANT REACH SIZE DIA. LENGTH SLOPE Q ? W \\ \ 250 01:F5'ET fRO1M o = \ F Z Z JA _6 WF-11 ELEV. 113.67' ` > >2 ``�' M WF 3 \ El EXISTING CATCH BASIN J Z r`` R1 15" RCP 164 0.003841 WF_19 I �'� \ rn R2 12" RCP 16 0.06875 Q NN 9 - o 0 0- EXISTING UTILITY POLE Z BENCHMARK. HIGH POINT 2 N 60'00 i �`` \ R3 18 RCP 46 0.021522 • I / ` �:\ �- -� EXISTING SIGN ♦ WF-4 WF 5 OF STONE BOUND WITH X00' N MH �.y R4 18 RCP 134 0.00403 O DRILL HOLE FOUND 20 CA wF_1 ELEVA 770N=131.68' -18 SE 41VD 2 �,o 0 WF 4 \_ C Z EXISTING LIGHT POLE Rs 1s" RCP 1s8 0.002785 P C R >� ' Z �. \ w © EXISTING MANHOLE R6 24" RCP 51 0.011373 ♦ F, / ` 1 S S \ R7 24" RCP 84 0.002262 NOW OR FORMERLY` GR ASE T o SM 35 G, 51jg� OT EXISTING TELEPHONE MANHOLE R8 24" RCP 133 0.005489 S. S7FINBERG �♦ P�� jiIME-,�9 G _ G 133 PITS 'a qP o pn V--k QD EXISTING DRAIN MANHOLE R9 15" RCP 78 0.010256 `. 3 �-cn�• WF 6(_ � � EXISTING SEWER MANHOLE R10 15"RCP 76 0.007895 U • DO k _1 132 +� �_ 13 W GV -� I � R11 15"RCP 122 s WF 7 w- 8 - ® EXISTING WATER GATE „ ♦ h s, �. 0. 0 1 R12 24 RCP 24 ' 137 6 7 S C S WF- ` 7S� OHW EXISTING OVERHEAD WIRES R13 117 3 s N ¢ 9 ) S EXISTING SEWER SERVICE R14 6" PVC 79WF ~ p D EXISTING DRAIN SERVICE R15 8" PVC 292 0.008322 // R16 8"PVC 245 0.00922 4.1 (L j LJ Lu CB6 R5 CB5 GAS 50' Fl4 W EXISTING WATER SERVICE '� W C); W l O O J / ELEV. 113.67' 4 1 N WF 10 r G EXISTING GAS SERVICE R17 295 -0.02312 � - � � �� ►� ° ( R18 166 (/� U � k (n U ♦• S M �, Q ° 0 i GVg EXISTING GAS GATE VALVE R19 21 �► p (� OO p '�• �, i R20 13 - Li >" O Q ° > N WF 11 R21 90 I NOW OR FORMERLY - - �EXIS7)NG COMMERCIAL BUILDING `L ° � I PC r ] N , DANIEL A. & JOANNE B. oc ° cn Q W O (n 4 INF 12I McCAR7HY o N \ � cB3 H340 b -1 LOCA 7FD ON 113 7HE GROUND DRAIN STRUCTURE CHART: U Q Q BY MERIDIAN ENGINEERING, INC. ON SEP7FMBER 22, 1994 M WF 13 STRUCTURE RIM INV. IN INV.OUT `V --_-�- --- - -- ---.0 - -�-- _ __ ' M \\ DET. BASIN 132.6± 129.43(CB53) O O ° `� . \ CBI 132.67 128.17±(DMH2j 128.07±(CB11) �.. % AN �, 10 s c s �, 10 c s N7ER o IL \. \ SEWER STRUCTURE CHART: 128.07±(STUB) �` ` ♦ N s w WF 14 \. STRUCTURE RIM INV. IN INV.OUT CB3 132.67 129.8±(DMH2) C Nt3� W \ CB5 132.32 128.5(CB2) 69 � O 6 SHRUBS ` N � - SMH31 136.19 127.21(SMH30) 127.16(SMH32) cfl CB6 132.46 128.06(CBS) 127.96(CB7) 4 \ 128.49 _ _ to DMHBH2 3 SH BS , 129.96(BLDG) � Q » R6 CB10 B , N \ SMH32 133.23 124.73(SMH31) 124.73(SMH33) m m >R� 7 3» v _.,.,,, O 2 CB25 1 SHR S C(� SMH33 133.07 122.47(SMH32) 122.47(SMH34) CB7 133.75 127.42(CB6) 127.22(DMH8) ^1 �♦ Q� \ 122.47 CB9 133.43 127.43(DMH8) y o J W v v - v Q Q Q �)�1 ♦ SMH34 122.25 115.65(SMH33) 115.65 CB10 133.16 127.01(C611) 127.01(DMH8) o � �, �, �, �„ N p�1E \ WF 15 CB11 132.64 127.44(CB1) 127.2(CB10) a Q vi cn v� vi cn t� G =( _) 2n F ti SMH4 134.03 126.53(BLDG) 123.78(PUMP ST.) N� CB51 ''� O cfl ao rn )CIIC( 1 \ 123.73 _ CB20 120.14 116.89(DMH6) 713 1N1�) ,� `,� SMH37 117.81 CB22 120.4 5'DIA.GRATE(POOR CONDITION) ` ® N CB23 128.7 125.6 125.5 DMH17 4 WF 16 SMH36 117.22 ( ) ti * - 2 4 SMH35 117.38 DMH2 132.97 129.2±(CB3) 128.97(CB1) o �(" n \. 129.2(LEACH PIT) p ti P G E RU M C S .� )?"yi ( m \ DMH8 133.73 126.23(CB7) 126.23(DMH19) MBE \'`,S ho) ` � W � � \WF 17 _ 126.33(CB9) _ o 0 0 �� ' (t twl ` ^_� 126.43(CB10) Z) S y � \ DMH13 121.9 115.9(DMH14) 115.8(DMH21) 37 36 26 S AC , 12 HRUBS p ;�� ` �„ DMH14 112.89 116.99(DMH16) 116.89(DMH15) 1 CB4 ��- S 12 RUBS WF 18 115.2(CB22) �SMH30 Q 0 S �� ) I � I DE7FN77d _ _ _ 8 I , CB53 J WF 19 DM 115.2±(CB20) m S BASIN 22 / ♦♦ 2 H15 122.68 118.48(DMH16) 118.23(DMH14) R7 O � 12943 4 DMH16 126.46 121.60(DMH17) 121.4(DMH5) D G Q ,¢, S DMH17 131.08 124.28(CB23) 124.08(DMH16) o MH19 �,?, 'y \4 S U "� 9� 20' ./ � ♦ _ _ _ _ _ __ z R 135 _ 6S J i- ` S �v X29 WF 20 124.08(DMH18) \ SJ �� - 0�jh) O S / { b - WF 21 DMH18 133.19 125.5(DMH19) 125.29(DMH17) �'�� 13 �� y ��• /J0/ 2\1 A ♦� DMH19 135.29 125.6(DMH8) 125.5(DMH18) Col • / ��Q`/ S 6 cn v J DMH21 122.76 114.61(DMH13) 114.66(OUTFALL) G / / LIMIT OF Z SF CB46 CB ` \\` 5)HRUBS ` 73p O RECONS7RUC770N �£ �p ,� \ \ ?S3. S • �. DMH18 p w `� ����� x--10 S UBS SMH33�j� ♦♦ G C) �j , NOTES 1. THE PURPOSE OF THIS PLAN IS TO ACCOMPANY APPLICATIONS TO THE NORTH ANDOVER PLANNING BOARD Q ra`� y 8 SHR'b�SJ'� �/ '� / ♦� AND CONSERVATION COMMISSION FOR THE PROPOSED BANK STRUCTURE AND ASSOCIATED PARKING AND Q J O / UTILITIES. SHR BS 3 2. WETLAND DELINEATION PERFORMED BY EPSILON ASSOCIATES, INC. MAYNARD MA. ON MAY 8, 2006 AND BY Qi O `MULCH �. 2 LEC ENVIRONMENTAL IN JUNE 2012. WFC. CS hPEA / 3. FIELD SURVEY LOCATION OF THE WETLAND LINE ADJACENT TO LAKE COCHICHEWICK WAS PERFORMED BY �c, 2/1 \ �F ` . LYNNFIELD ENGINEERING ON JULY 5, 2012. �` 4. THE EXISTING CONDITIONS BASE PLAN WAS PREPARED BY MERIDIAN ASSOCIATES, INC. PEABODY, MA. DATED � a ` \ 0� o� ♦ MAY 20, 1996. THE VERTICAL DATUM WAS ESTABLISHED FROM U.S.G.S. DISK B-35 1965, ELEVATION c�F� �F� 161.25 PER THE EXISTING CONDITIONS PLAN. W 5. THE PROPOSED PROJECT IS LOCATED IN THE TOWN OF NORTH ANDOVER GENERAL BUSINESS DISTRICT AND , 2/2 2 3 B43 �6'�F, y 133 �'�� (WITHIN THE WATERSHED PROTECTION DISTRICT. CD / 6. THE LOT WAS CREATED PRIOR TO OCTOBER 24, 1994. THE LOT WAS CREATED BY MERRIMACK W� O ENGINEERING SERVICES DATED SEPTEMBER 1992 AND RECORDED AS PLAN No. 12121. 3 SIC o 2/4 ,y om N M U, J H ,�F »t YY/- ei cn CD 2/5CAD \ ) GRAPHIC SCALE Y R \ 40 0 20 40 So iso a d = v Q 33017 gig �s�§e�r1t��S � c SHEET No. WF � / tia 4c W FEET ) C-2 2/7 \ ► c4/ 1 inch = 40 ft / ✓,�� PROJECT No. , LE 480-30 _ - - WF 2 � WF—10 �_ i� �. - . - ,. _ �� W WF-20 �'�, A ���' 1*1 00 \ LEGEND: NF-11 _ �''� l WF 3 NON DISTURBANCE SETBACK*—19Z tiW.. Q -- - Laj ESTIMATED MHW SETBACK C)c _ - - - - _ J ENTION SYSTEM LIMITOF STORMWATER DET � W � W 250 NON DISTURBANCE SETBACK _ W W � _-__ - - - W : 41F12 � �- � ��, - E SETBACK ----- _ '' �� � � �� � �"��. � 325 NON DISCHARGE LIMIT OF WETLANDS WF5 � - WF 7 WETLAND FLAG LOCATION („V �► � .Q O rt PROPOSED SILTFENCE -; 41 - PROPOS ONSTRU ION FENCING WF 6 � _-- EDC CT J I - -15 WF LL _ r _ ; 00 GENERAL EROSION AND SEDIMENTATION CONTROL NOTES. t� WF 91. PRIOR TO CONSTRUCTION AND THEREAFTER EROSION CONTROL MEASURES ARE TO BE IMPLEMENTED AS NOTED THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE .J EXPOSED AT ANY ONE TIME DURING DEVELOPMENT. WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPT TO THE SHORTEST PRACTICAL PERIOD OF TIME. LAND SHOULD NOT BE LEFT EXPOSED DURING THE — WINTER MONTHS 2 � STRAW BALE BARRIERS SHALL BE INSTALLED AND MAINTAINED ALONG OMITS OF WF � 1 . . - WORK WHERE SHOWN. ADDITIONAL HAY BALES SHALL BE ADDED AS REQUIRED BY �•1 PRIOR TO AND THE ENGINEER. STRAW BALES WILL BE STAKED AND MAINTAINED PR U DURING CONSTRUCTION UNTIL DISTURBED AREAS ARE STABILIZED. Q 3. BALED STRAW AND MULCH SHALL BE MOWINGS OF ACCEPTABLE HERBACEOUS J 00 00 GROWTH, FREE FROM NOXIOUS WEEDS OR WOODY STEMS, AND SHALL BE DRY. ------ 4. SILT FENCE SHALL BE INSTALLED AND MAINTAINED WHERE SHOWN AND ADDITIONAL - SILT FENCE ADDED AS REQUIRED BY THE ENGINEER PRIOR TO ANY ON-SITE WF Ill 0 Uj ------ GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL. IT SHOULD BE MAINTAINED DURING AND AFTER DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF Lu Ljj -- --- --- WATER AND FROM LAND UNDERGOING DEVELOPMENT. WHERE POSSIBLE NATURAL W 0,:: li,i UTILIZED AND LEFT OPEN TO REMOVE CLEAN EXCESS SURFACE WATER. THE SILT FENCE IS TO BE MAINTAINED AND CLEANED UNTIL ALL Q, K_ PROPOSED HAYBALE' , - SLOPES HAVE A HEALTHY STAND OF GRASS. - --- AND ',SILT FENCE ` WF 12 ( 5. SILT FENCES SHALL BE MINIMUM OF 16" HIGH WITH THE BOTTOM OF THE CLOTH O �T BARRIER. =_ - - - KEYED INTO THE GROUND AN ADDITIONAL 8 (SEE DETAIL). POSTS SHALL BE 36LAJ WOOD OR STEEL DRIVEN 16 MINIMUM INTO THE GROUND. _9F 'SF -- -- 6. THE EROSION CONTROL DEVICES SHOWN ON THE DRAWINGS REPRESENT THE MINIMUM REQUIRED FOR EROSION CONTROL. THE CONTRACTOR SHALL ADD TO V CD (n 'J cn Q RTO - __ _ __, . __ _- _ EFFECTIVELY PREVENT MIGRATION OFTHESE DEVICES ANY AND ALL SEDIMENTRES AS DTHE WORBY THE K L,. O W � � W .., - WF 13 W N , RES, INCLUDING, BUT NOT ALL EROSION AND SEDIMENTATION CONTROL MEASURES, � � N O CL- TO, DITCHES, SWALES, AND PONDS MUST BE STABILIZED PRIOR TO O 8. TEMPORARY EROSION O DIRECTING RUNOFF TO TURN C� CONTROLMEASURES SHALL BE INSTALLED IN STRICT Z Z ADDITION, SIMILAR MEASURES SHALL --- ACCORDANCE WITH PROJECT DRAWINGS IN - -- - INSTALLED WHERE AND WHEN THE FIELD CONDITION, OR FIELD OPERATION MAY _ - f. F. WARRANT. ALL TEMPORARY EROSION CONTROL MEASURES USED SHALL BE � WF 14 PERIODICALLY INSPECTED, CLEANED AND MAINTAINED, AND OTHERWISE KEPT IN AN O O EFFECTIVE OPERATIONS MANNER THROUGHOUT THE CONSTRUCTION PERIOD 9. ANY DISTURBED AREAS WHICH ARE TO BE LEFT TEMPORARILY,,, OR LONGER THAN �.. TWO WEEKS AND WHICH WILL BE REGARDED LATER DURINGCONSTRUCTION, SHALL SEEDED AND MACHINE STRAW MULCHED AT A RATE OF 1.5 BE TEMPORAR TONS ACRE 10. AFTER ALL_ - actAND APPROVDALT BYBTHEISUEDAENG N ERREAS E THE TEMPORARY BEEN EROSION INSPECTION AND FOLLOWING EROSION CONTROLMEASURES ACCUMULATED SEDIMENT DISPOSED OF IN A LOCATION A DESIGNATED BY THE OWNER 11.NFURTHER CONSTRUCTION TO TAKE PLACE SHALL BE SEEDED AND MULCHED. ALL ALL DISTURBED AR SAND SIDE SLOPES WHICH ARE FINISH GRADED WITH NO EA ---'-- -- -- -n - _- - WF 15 - ,, D, LIME AND FEIRTILIZER PROGRAMS SHALL CONFORMSTABILIZED TO ALLAPPLICABLELOAM.DISTURBED ALL S p o _ _ \ SECTIONS OF THE SPECIFICATIONS r. DAR S WHEREVER POSSIBLE DURING CONSTRUCTION.-- �. PROPOSED 12. AVOID USE OF UNDISTURBED EA EV - - HCONSTRUCTION TRAFFIC SHALL TRAVEL THE ROADBEDS OF EXISTING AND FUTURE HAYBALE AND SILT \ FENCE BARRIER - ROADS. -- -- THAT DURING CONSTRUCTION OF ANY PORTION OF THIS PROJECT A 13 IN THE EVENT , WF 16 WINTER SHUTDOWN IS NECESSARY. THE CONTRACTOR SHALL STABILIZE ALL ��- - --P-ROP-OSED-HAYBALE AND ;. ��. � - -'� � _- ': ��,�, - INCOMPLETE WORK AND PROVIDE FOR SUITABLE METHODS OF DIVERTING RUNOFF IN _ SILT ,FENCE BARRIER _ ORDER TO ELIMINATE SHEET FLOW ACROSS FROZEN SURFACES. ; '. 14. PERMITTING PURPOSES ONLY AND SHALL - THESE PLANS HAVE BEEN PREPARED FOR CTION PURPOSES. CONSTRUv o A - o CONSTRUCTION. __ •n A W 17 F 1. ALL APPLICABLE EROSION CONTROL MEASURES AS SHOWN ON THE PLAN MUST BE � IN PLACE AND REVIEWED AND APPROVED BY THE ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT NO EROSION ON --- ICH WILL CAUSE DEPOSITION OF SOIL OR DIME THE SITE SHALL OCCUR WH L SEDIMENT PROPERTIES OR PUBLIC WAYS. _ WF 18 DURING CONSTRUCTION. _ - - � - - 1. DUST SHALL BE CONTROLLED BY THE USE OF WATER AS NECESSARY AND ROADWAY MAINTAINED FREE AND CLEAR OF DUST AND DEBRIS THROUGHOUT CONSTRUCTION. o z WF 19 2_ THE CONTRACTOR SHALL LOCATE STOCKPILES OF MATERIAL AWAY FROM LAKE _ ___ COCHICHEWICK. TEMPORARY EROSION CONTROL MEASURES CONSISTING OF HAYBALES SF I AND SILT FENCE SHALL BE INSTALLED AROUND ALL MATERIAL STOCKPILES INSPECTION OF EROSION CONTROL MEASURES SHALL BE COMPLETED BY THE ENGINEER. A WRITTEN REPORT SHALL BE PREPARED INDICATING ANY DEFICIENCIES ' ' - L MEASURES OBSERVED AND REQUIREMENTS FOR ADDITIONAL TEMPORARY-. , - `�...,. _ EROSION I�CONTROLS TO BE INSTALLED IF NECESSARY. ti v. _ _ ►, STOCKPILE- _ - �,� � WF 20 Z - - WF 21 _ �`; AREA CONSTRUCTION SEQUENCE: D SEDIMENTATION CONTROL MEASURES.,_ .- ,, ,�--,_ = �;,� -'+. : ., ,:;; ,_ �.:; _ � _ _^�► 1. INSTALL EROSION AND SEDIMENT T 2. REMOVE AND PROTECT EXISTING PLANTS AND SHRUBS. 3. REMOVE ATM STRUCTURE AND RELOCATE SITE ACCESS ROAD. �C 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 5. REMOVE AND STOCKPILE LOAM. 5. INSTALL STORMWATER MANAGEMENT SYSTEM. O 0 7. GRADE PARKING LOT AND SIDE SLOPES. INSTALL UNDERGROUND ELECTRIC. - 8. CONSTRUCT BUILDING FOUNDATION AND BUILDING. o �'�.\ \'� ` �� � 1;\ 9. INSTALL BITUMINOUS CONCRETE PAVEMENT, WOOD GUARD RAIL AND SITE LIGHTING. O � ---, l \Sir 9. INSTALL PROPOSED PLANTS. LOAM, SEED AND STABILIZE AREAS OUTSIDE LIMITS OF PAVED AREAS. � O 11. PERFORM SITE CLEANUP. 12. INSPECT SITE TO ASSURE SITE STABILIZATION PRIOR TO REMOVAL OF EROSION bi N _ d- r II 2WF WF` PROTECT EXISTING MULCH � ... bi \ AREA WITH CONSTRUCTION j �' FENCING' - _ Lu � - GRAPHIC SCALE °,1> � '� � W r � �a"���RfieS ,,y Q lv Q ti- c W - 30 0 �s 30 so X20 1`�=� 2 2 WF .� � � �� o v cUn o SHEET No. r WF _ \ ' i` ( IN FEET ) v V 2 4 _ 1 = 30 ft inch PROJECT No. LE 480-30 � . I - - ____ ___ - - - _____- - - - I I � �, � I 0 k j , e -1 ; � � � i ;iti i el . ) -� -1 ,1_1 .- - ,-- , _ �� t . 2 " I; �= e "1-1 � ",, 1-1� � I- '­� �sl I 1, - (ZI I ; ; I : I I . , i __ __ .�_ ­ I I - -_ 1� I I ­�_,. --,,I 11 �-i_�­ -1 ,; ,__; \ . I 1, ,- Q (n ; - . , I I I I I , . - - --I I %� �� �l i . 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I __i t i - I _­­ - -� � a - i C, I I i t � � I I I t : I __­_ __ , , : ,�-,!- �� �,� � � � ��� \'111,L I � I t i 4 ; i " __ __� � I , " ­` - �i ,-,� i -, ; I _�t , 11, . i I � I ',, � - � ­ I - 1% � I L � � ! ,-� � --; /i �-:�-­ . f It , i ­ I ; ,--­,", --- 1", , , I -1, . I ,-- , 5 \ : ., - i . F 1 - � I ; - I t . �� � :�,:j � � : I - I I ; f I i , � � , __ I __ ,� 1.j I I I 11 ­�,, ,i- 1. I I , , -,,_ i , I ; 1 '�_61 � �l ��r � , - f �,� )�-_,, _ � "�, . I I ANY VARIATIONS MUST BE APPROVED BY THE ENGINEER AND THE , " \, " - i� �� ;l _1 � I � _ 11_:-1 ­_ , __ - , '' F, I I" % __ 1, . . . Z) i� I ; 1; t I I � " -_;�' !- --, I �1_ �_ . � - �, -I : ­_ __l_______ I ,- , �; I � __­1 11 ,��I - ,�-)I - : - I i " ,\ I I j ,, ; i.; k _�_ -, , I ­ z , ---, �P ,� � t ,I I - � t - 11t . i I ;­ r I i 1 -11 t�t_f­_ t e � _ _�, ,� .--� )­ t, I -.� __ 1, I I �,1, ,-; - ' ' ,� i � i �� _`L �01 \ � �1: I i � . . I j ; I - ­� I - t ___l_L__I ____�� _ , � , (@ � I� I., � I t I , � I,--- - -l---__­l_ I , �� \%t% i I �------ ; � , I I i i 7 ; I T -- i �: t ; ------- I , � � . � -1 , - I ; . , j ! �­ � I I R �, : i LI-1 , � � . % I I � I i I , 1 � i I � I � ; , I -, � '. - I , - I : � ,. : ,� : ! � ��l I t I ; I - 1 ­ ; � I , t!t \�� , I I I ; . I : t � i I I I � : . , � , I � I ! I ; i I I - I '. . � �l � . i , t ": I � � -1., -, i i ! I � t I I ,, r I �I '' � I - " � � I �_� -1, t� . 11 �3 (3 . ­- ,__� i ; . ; � i ! ; i ! i i i �i : --�-,-/"�, , ,j 1=z�� \ � I -,- �t� �,,.t�, - I � - , , , _� __ � 2. CONSTRUCTION OF PROPOSED ACCESS DRIVE SHALL BE PHASED __��- , ­ . ­ I I � i ! 4 ; \_ , ­ i � t ; _ -; - _, '_ ,�;i I 1111-1,11]I I I I I I I I I 11 I R- I , �­ \ � R. Q�j C-L ac -.-.,---. _, t I , , , � \_ I ,, . - --,<"-'-.\,,­ � I t .11, ! _ ___ _=L __ __ - e",".., ,-- , -, ,­��-` , I i � - I I I i I I __ -- .,]::=,4, :_ -I -1 ---I 11----11 �---­­­ -1 - , I 1. ­­ l- - � , , - _�__ , , -, " �� r . L.L---- I -1�'.l I , I I t�� - _�� I " , l_ (L , ,, I � � � I I ,::I � " �� I it t,%� I.., Z_ z I �, I - - I � I , 11 AND CONSTRUCTED AS TO ALLOW ALL STORE PATRONS AND : / - � I % �, .- I L , � , ". , I t . , - I I I I - I I 0', � ,�� �,� - 40\WF 14\ � � , __�, 0 "I , ,� - I - DELIVERY VEHICLES TO HAVE FULL ACCESS AT ALL TIMES. I I L'�__�,-�_-�,, - ' _ � � : ­ I i � � �L I � ,��, I 4 "I I -%, � � I I ___ � I 1.11 � \ � _�"ll 1, � I �� - " % . I \ , - , - , ,,"--- - --I 11- � � �"� 1,,U) 1� ,',�.. � It -�.­ 1, . �. . %K I I 11 1, � I � ) I -1 4 I L I .1, . i __�-_ � , I �'% , - - ­�/ I . it� 3. ALL PAVEMENT MARKINGS SHALL BE PAINTED WHITE LINES OR � �� _'. , , , i 1_1 t ` � 11, ,,; '� , i - *I- i� � I I ,_ - � __ , _ , __ ". . ;!-.'' ­.­. , � I I I �, \ I . ', I I .- ," ", _ I I I , I � I � L , - it I., -; I i'; ;,_� " ,- , , I "I - � ", ,I%' � I I . , I , tl-, � '' � , , \ I � . .� � � i i , --11-.1 , ,, I . �. 1, � I j %�> - I � �� , - - ___ I , I ". I :. ll.�...."�_,� ­ �, " \ I i % '­ il,l, . ARROW SYMBOLS TO MATCH EXISTING PARKING LOT. . I- I � I : ` , I i. __� � -1 __ � - ,�,:-' I - ir 4 ­ I 1� 1 �, - 1� � , , A 't", . r ,_-_� �1- 1,1- I , I'll, ­� '1� .-p """', �, \� I l- -.--j �l " I ­�� - -1 ;-�� ­ ;­ t, � - I ._� , � I --- %, 11 � __., I 11 ;N I %��, , � �_ __ � __ I'll �__ ,_l!ll;l i � I , ,�: R5-1 R6 I , �-- � ---n. ;-, -- i� � - t - , � ,� "� ,L,')-_'_,_ _____:�, __ , , -- - 1 1 1 1 ; __' �"-,: ­ ltt";"� 1 i ,l,I \ 4. TEMPORARY SIGNING IS TO BE UTILIZED TO PROPERLY ROUTE ALL ., ­ _� I --I-b- '6\ , � ,�., ", I 1�,, - ,- " �� ll_.� %%�! " � . TRAFFIC TO THEIR CORRECT DESTINATION. __ -- _­ ,z� - __ -= -!� , � �:�,�/,--., , " - -, I - ­7,�,, .- "l._____,_ - __ _ - I , i i__� ' ' - , ,---__��_ - i, - , , , � ' ' - , , -, /�_-�,___ ,____:::�_ - -----------, _ __ _-, , , R -�4 : ' w m � , - I ;I 11 �'\`� '_ . , I , ; ', I - , - �-, -,," I I'/,- \.� , , ; ,,, , ­ ,.- , - "111==_'�� ,/ - , , - , " , I I ;/ ,,, -, � - I ­-1 � - 2s __- �, �, � I I �1, , i 1. - � , _ ,�,/", , �� , -7777____�l_,,l )) ; , - �,- ,- , , ,, , � 45 , I I ., .c- , - _D�: -.� I , , -, - ,�_ \ ,; ­ I I � � � � _' I i. � I " 1� I I ,% �'l, I �: , %, / -, / , " --1, -----.---- -� .: � v_.- � 11.11 � 2 __ it - � I 1��, \ tt I I �-I � 1, L I ";__ I - ­_- �= -- ,---- � __�i_ I L 11 I �­---- '- (� - I ' ' - ,� '. ::�� ,-,-- ­,,` 1, . 1-1 %� %\ ­ 7--------- - , I I � � I , , , ., \� , , . I 1,t � I,,- ­,% , i , , ' ' I,� .\­ � I �- I . >_ k - ­_ _� ___l_______.________! i �- --- - L_ - ____ I , , I 1 5. NO BACKING UP OF TRAFFIC SHALL BE ALLOWED ONTO OSGOOD i 11,; . %­L�' ,� - ___�7�_­ __________ - � "I ­ . , I - ; z -----: ;STO �, \ ; --ie i :,. _�!� _ i , , __7 _;­ '. � � . - 2 __ , , � , _ ­ - : � 1 12' 1. , - - �,!�... ..... ". �l I I I p, , z i , , 11 ;, I I I� " , ,� �_*�� � i, L ��­ ". . - b t, , __ ; ,�,� I � ,- , -, l ; I �, , 11 1�1 -­ -, ­ _ - - - /-�� i � I i �l /I�E__ I", _",�"'�� "'I",""," -, ' ,,, -1 - 'i'i �._,. ,�.,'�_/ , ��) -L ;�. I , I 11 , ns:� i �_, ,��,/ ; � I t . . � �, __l 1,i I- �,,L, , � � , � �t � , , ;� /-1.1 I 1�\',l , � , 1, Q11 01) - ­� --,:7t,` li _____ ______ ; I I . I- � :: _�, I _ I " " ,_ �*% � � 'j , .._ �� ­�:­_,_ � I I � STREET DUE TO CONSTRUCTION ACTIVITIES. � -- -1 L . ? ----. i- , F � '\ � " 11 L _, 11 - V, : -1��1; �_ ell, __ . - ,---,::I-, , � 1 I I >1 I _ - I _­ -1 __ -��______ __ , �i 1, I __ , I \ �I �� , � I . - , - __ "I I - i , 1. I ___ � I - ­ I �� 1 i"', \ ­ � "'V1, � � -1 1� - I- . - / ti'l, -­��--i Ll � : - ' ' ; 1, � �, , ,I" ,I ;I ,I N (� ill �, , , �, -1, \ . ; , . --, , _�___. I � I � , I e : 11;-, i� 1"� \\ I .1, , - , I ,� � (3 ;­ 1".�- ­ - 6. ALL SNOW REMOVED FROM THE PARKING LOT AREA WILL BE -, 11-1 : , � 1,- I I � � - i. , I t , , - ­`, . � 1 I � - I � , I ) , , ��; , I - " ,. - , �:" ! . I ., 'I, I I ! I : - , ­ i � ,� ; it"-----, �_____�_, . �-_---�� " c-i-� i I -,- . I- ' ' �L " \ ­ ll,��_- � I—- - �_ � � � ; �._' t I '-j,L' I � t 'I'll I I � I _-, � , I I/ ­�j Li - : I __�) I � i , �, � , I .1 I � %, , " " ,7"'i " ��l � I'll f�_l,/// 11 _' � �l � � � i I I I I I � I - , 0 , Q� I_-, I IJ � - -­ - ------- ;-..-t "I I 1, ,1 4 "' I % L L lt_� 1,, -1 , .____ __�_ , ; , , I I - I I . , ,, -, I �,- = __1 ____ , L - , - , ! -1 , ,�__i - I , ; : � I ­­­­------ .------.----I--- I I , � � ,�� , 1 � �.\ I � -, , _ . 1�i � , n I �_-­ -�-, /, � "I'll , I _ ... , � 7 TRANSPORTED OFFSITE. NO SNOW STORAGE IS TO BE PERFORMED __ i� _­. i L_L� - . 1� - 1. , ­ ,,, r6�1 17' ,,, ,­ \ j 1 - � � t I !-,�� �, i ,i- ­ . I I - I . - ,--, J, t .-.j , - - �,- `)_�­J I , - �: 1 3 ,Fj,\ " " I" . \ I _­_ I ..,,�,!� , j �,� � I � t : _ ,� --��, ,'��� , � � I I I 1, ,­ : _ � .I - f . L .7 �_., -. ; I ­ I ,­" .t� . �_ ,, , , _-�-!;���� , , , I , I /� � � I I ,� - 1, It __ I f __ I I . , �l I -_, :,= . _ -1 1` I� - 11- . � I I; I 1\ I, - ,� . I .- __ _i, , . I � , \ I \ � e I I ,- - , ; , � I � � , - ; --- ��l � i, " --' , ., ; I - , I . � - D. I - .; t� - ­_ - -1 , � - , I - .�� � I 1, i� I I ; i _j , -­��, , I " ,� � I f,� �� - _,-�11'lltll I I ! - ­ ; .- I -- ll,� , �_ __,�-- ,I , __ � I , � I -1 � ., i � / , t , - I I ; _____.______ I ; .1 ., , I � � , i� �71_ - 1�7______ _�ll , l , " , , I ,� , , _� I ,I . � I � . . . I ,IN I ,, �Z7 " I %1_� I %1� u ,_ i __ , -__ " ­______�,_, � - . ,� , "�, %-) I I -- ;, -- � ! -1-1,,I 11 - " 't � I 11 " � � � , i �.l - ___ __ ______ ,_____ ___ __ . � 1, It, "I , "' " ,� I , w I I I t: "- , 1"; 1�_�_ - . , - __ -7-- :­­­­ � i ''- i � - \ 1,, 1'�, 1, , 5 �0 L. OD I;_ 1, . - : L, ,,% , . "I� 'I, \ \ 1 � , -I �l . ,I'\ �, I :el ��I .� ? 4' "I �, 1\ � � :',%�_,, ��­�­ k V- 7 --:-, ----- ­ I I z 11 I ,,7 �� , ,�, I . ", , -, ; , �,� 7, :,_t �t"f-, �-�, , -, :_ - - �; I � I - ,�, V � -_,�i , 7. THESE PLANS HAVE BEEN PREPARED FOR PERMITTING PURPOSES Q_ � � I � �- ; ,_,;!�,!!, _11 � � - __ L I -1- ,�j "I \ WF 15 USED FOR CONSTRUCTION PURPOSES. _�t'l, �! i 1 � - . , � I I I 'i i,- � !��_ I I ';:- i �_. � - - I ­ I I 1 , � , �, I , ,, I � � ,:7­ - __. il - -1 ,� - : i: �, �! I 1� I ,,� \ -, � - , 1_� , L , I _ I � I - _ .I , , � , ,� - � , I I , I , t ­ t� ,� i �- , ­ I ---:,� I I I '. � , 1� I .� I 71//1 3- V -,--f,,- - �_`_) I I � /I . ,� I I I 1: I_ ! 0 � _­ lfe­ I� - i I I� � ; i _�__ 40 , �_ , � . '"" I I I I I I I " I � ,- - , .I I 11 . I - - I I _11- �11 I � _,", _­'�': - I il I. I , - - " I , 4 � , � �t ��ll ��, I 1.1,- � I ,-' /"� (_�, ll�, i ------- _______­_._____---- I., ,_1. I-, I; � - 1� I , `­,'�t�- , - -, ____:­____,____,___l__ , I , , I I,,, ; - I , :�-j 1� , I�,�; 3 - ­� - , , � i� , r �';:I" !; � " i 1-1 � -­ -_-, , � , , " _1� ,:�: __ � i I t� - I . I I- A 1�� 1, . - 11 , , � �-�tt I I 11 I I I - I k I 7 -, _ , 11 � _ .% - - � ��, � , I - 11, _. I I L' , �� ­ \ !-1, I , I , � ! i " : -, ,,, , � ,,- 11 - , _� ; � : ., i I . - � �, , I I __ �� L ,,_;7 L il 1� - I � �I I I I ; _­ ,,, -� I _­ --- I r_ - � � I , , (.D -, - � I i � I , � ­, ��7t� � ��,�i: !� - , - ��I__ ,, - , I �, "I L�-�i",, ,".'r,,"'!,� __ , , j I �iD t �_--l-, i � I I i �__- � .11 I � '__!� �_ � "� I �� ;�Z-2,_'i'l.",, " , , -� �-, . .� I � - i I" : . I � i! � : I !� , , , 1�, - I i ��! . I � -1 F; I ,-I- I- ; - - i ­ : I I : � � ��, �' � I -1, ,,,, % � ,�- ,, � �11 I I i - I I I ,�\ � �I . . � I �:�' -_ -, ------- _-, , -, . .� �_._______.,�; '- " � I ' i, :�t � ____ ___� __ -1 ,____---- � I � -- I I _- ;` [,i 1 1�, , � t i - ­ L , , , 't ,, i _� , � I :. e ': I I ,N i� , I , '. , , ; , ­ - I . \� 11- ,__��, :�I � i 1�� ��i �_ I 1: ; �:',. � � I I , , � - �, I " __ - ,,�,i �_­ / 11 � .1'1��"!I"", z0POSED \ I � \ ,,� 1, , -7�� i,': �, ,� " i ...�- ', I ! � -1 - I , I . I � PF 1, I I I � . I 11 ,� \ r_ ,_ _� t , i; ­�� ' '�l I ( ­ � �_ I , - ' ' , %4 . i i , _1 I � � I �� ;���'!�I . I ; ' � _4,��, � - . : I , - �� I-; ,­ I 1, ; 1, 11 " ",�,, � I-- �,� ,I . It I � � ��11 I I'� I I I I i , IL , , , I � % � ;1, ,., ____,� , I -------I� __ , � , � I 1, t I I I I ______,z______.__ : �,, � 1� � I A Ln , -,', " --,,, ,:�_::�_ , I ,. ': I ' \' � ! � I --- � ---��_ ,-,,� _-, - , _, j �, '�­- - ii f -_ ,- �, ,�, - ,� - , _ : - RE -\ , I , L 1, ______.___��__�_ - _______________F I � ,__ STRUM , � � I � I_ I- - t - . : 'I i ,,! I � , " ��l 1� t� -- - - __ I I I __------ I ____`___ll' � co� ":�'. - k, F, i� ,­_ V. 1%�� I . - I ,� :_ � D , �,� \ ----. I \ WF 16 f,;!-7,��,,4\�,,I �_77-::�- ,� i - ; � I (O 8 Q� / i, [ 1,i -�, �_,� - I ." i I � . I I I- ,�L� � � �L ­�7 1 f t, , � ,, � , , I I I �� : I I C', I , - I , I � ­ 11 ,. , �. k I�, . . 1 t .�; I � i I -, 1, I , -, ,;�,_,'' __ �_�_��,�_ _1 - I � �_ ._� I I ,�� I _,; I � , - - I I PARKING SUMMARY CHART , � I : I , .� ; � -7 4.0 ! t� -P i,�,�',', 1, ,1 7" ­ I � t , ,� . , - - � �� - I __ ,� - ,t . "' , , ­­ �, - , I � : �:. i I I -,_-,--.--- , ,� ; i 1 t i i �, t �,, . 1, __ , /I "I � , -, ,�,­_ � � _. __ __ --.------,---:-,,,, --­ _______._______------- � " - I � -, _,­ I I i ��1 I ; - - 'I" \ �1,­ , I ,, �i , , f I i "',� � i � F I I ,- I I � � � - -I, le I � , � I \ I 1 !,-,-,-, � � - z � I , �� I -1 . - o � " ; , ,,-:,�:: =:._ �I ,"' i I - -,.-- , , � I i I ,kF":�, - - i � �:__ 0 ,�LL � � - I -, ,� �� 6�_l Q_ __ � -1-:111 \. ,.e lll�'.�_ , ��", " '�11� `�,_ , ____ I ; L ­ 1, i I'�,,:,-- - I ',- "I ,� � � . , - I (�):: ol:_- I : � - I - I , `­t.,�;, " "I _,��,_1 ­ _��_,_ ` ! ­ - I. ._1 __ O� � � 1�1__ _' ­'-- - .­1�7�-I' 1�� " 11 0 . TOTAL PARKING REQUIRED I !:, "'/, I ,l 1 2 - , ' I �, - !;: � � � �. t I L ,I . � ­... __ \, _____�1 ''Ll __"_ . i -1" t� . I— ' : -, -- - � -1 ,-- i i 11, . . 1. , , -"- , / '... __ � I . , ____ , ,, 1-1--- I , __ __ I - ­,�7_ : _ , 11 � \ �-_j _��� BANK W/ DRIVE-THROUGH: I 11. I , , t . � �, __ I ) ,�, �--_ ­ I, t� 6 - :t . 11 , / cl__�_ " ,� �l 11 \ 1� � ,\ ,� --,:, , -- , , . \ I I I . \ �1�,'I", -;,-----, " � / Iri,I,1��, � -..- - -------4-_1 , , �­,�_,_7­'.-,---- _�---..---, ­�:: ''" " , _:-:i!�..... --- 1 : 11;4.0) , __ oliz � 2 w__-.11, I �,/,, --� t-` ,­- /T-­Z:�:�-I�� I - : ,- ; � � , FL ' _�\ I � , - I I I � - ," I � / - I ;l ­ .�., ' �l �,,j T_ ��, 1,1, _:�j\ - �, �,\, �\ . ,, , ,� , I I 11 t 1 AREA==��,� . , 31.7' - _�� , ! - - ­ -, -111: : �l � . �, ­ j�� ": � , I - 1. � I , I E_�,,� 1 � I �_ , 1- i � - I t /A:�:' - , ,i - - - it I ,i !��_ _<--__ ��­ , i -, 1, -�-�-Z�.- � _11� I ��- 1, I I - � I �t 0 ! 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I LIMIT OF WETLANDS W - - = _ ac N -- �� APPROXIMATE PROPERTY LINE ]„ ; _.. - - PROPERTY LINE SETBACK : - -- --- G) - - -- ... - BACK 1 Q _. _ _- ESTIMATED MHW SET �: - - o °,�° - 1 _._ _ __ . _ __ _ _- - ------ ZONING DESIGNATION % - --- -- - V _ - 'J _ 1 - - . ; : 100 NON DISTURBANCE SETBACK - - - - 1 _ _ - --- - - - ----- - - 11� - _ - PROPOSED BITUMINOUS CONCRETE BERM - 133.5 133. WF J7 --- _, \ -_ HIGH PONT - _ , , / % LIMIT OF STORMWATER DECENTION SYSTEM . _ , . . _.-r._ ____ -__, m._ _.. _,_. - �_ 250' NO �_ - - �,� \ N DISTURBANCE SETBACK ,•.I -- - - - x - __. .._- F 325 NON DISCHARGE SET K O -._._ - % BAC _, rn cxn \ O -_ - ------ - - - _-- f 1 ~ �n Ill - PROPOSED WOOD FENCE -- Imo. ice. J11=1 i im I 1111111, _ \- _� ; - _ I, ,� �. "° PR RAIL W W 133x3 - w� 4 PROPOSED WOOD GUARD R 37 � 11EXTENDED DRY r cDs3 i A- S PROPOSED SEWER SERVICE Q Q O 133x5 DETENTION AREA B, -- m � in �.-' 0 ,. \ D _ - PROPOSED DRAIN SERVICE 11 f :: R1..4 �ill R _ 4 V � � V � � ocs2C3 0)I 'll 1 -- ---- PCB13 - �COoQ � CoQ _ - -- __ - -- FP PROPOSED FIRE PROTECTION SERVICE (, aC J - PROPOSED GAS \ a- �C -_ �r `=_ ==- - - - ,._ G PROPOSED GAS SERVICE BY OTHERS) �~ �I _ ; L Il ,: SERVICE (BY OTHERS) „ 1,1� R 1.0 S �•.. W W W �- PROPOSED SIGN ------ _ ZWoo � Oo -- -- _ --- - - - , _ - 133x51. 1.% O \ w \ �. V Q Q , . - -- (A ............ ... Z __ - _ --- __ ------ --- Q 11 X % RL2 �• �e NOTES: NOTE ELECTRICAL DRAWINGS E 1 AND E 1 FOR PROPOSED _- _ - - !.., ;', 1 LIGHTING �1 „---._ --- PROPOSED'=1-2-'_x6_' TAPPING r , , �+.1 REFER TO ELE W� SITE O O _! '_ I _I�_. � 2. THESE PLANS HAVE BEEN PREPARED FOR PERMITTING PURPOSES 1 -1z AND VANES SLEEVES ,�, , - Z Z " ,_, ONLY AND SHALL NOT BE USED FOR CON TRUCTION PURPOSES : d� S - d d� 133x9 - ---- d�! W C� 1 _ �.. -- -- --- .. , 0 MI - 1. ..I w - w v 1 N ,--� - \- Q l i _. 11 - I , 11, � 11, I � I �11 I \ , i - -- ----- D REACH CHART. INV :OUT=127.45(MIN.) F'R O P S E 134.0 \ -- ----- -- sW STR`U CTU RE %- - X ___ -- -- �.. .134x0 . �` I ----- , _ o 134.0 �� 6 R1 PI�EODIA. LE 36TH m m REACH SLOPE 11 5`' - 0.0100 ---- ---= \ rr r � - - - -- -- - - CB12 R2 12 4 0.0250 W . _ - 0.0643 __ I . 12rr 7r o ---- -.- --- -- - 4 _. . n r � /, -� - 2n 1r J l5 7 I -1 - R4 1 3 0.0145 � 8 w 1' 3 g 5 O 133x9 \ R5 12 19 00000 S .P FFF= - 133.8 -- \ rr r �' - - PGB11 x _ _ z ___ _ _ R6 12 14 0.0100 -- - i. / o - - rr r ti _ -- - \ R7 12 15 0.0200 . _ R_ rr r �_, __ X _ 'n/ �' VV� � R8 12 27 0.0150 0 CDS2 17 vi , ENCASE EXISTING WATER l11% R9 12 20 0.0150 - LINE_IN CONCRETE 10'_,__/ ; - R10 10" 28' 0.0100 W EACH' sIDE.. 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L4J Q. \ - '`_ ,% M 1 - - ---- -> -- ," ' � PDMH4 133.2 130.4(PCB13) 130.25(EDA-13) J _ 33X5 . - - - WF 2 - , _ , _ �._ == •-- % LFODMHI 133 7 129 2 DA 129 DMH \:,' , �' J11 I132 ,` LFODMH2 133.5 129.25(EDA B) 129.0(EXISTING CB) - % - _ ,„ -- PCB10 133.2 130.7(EDA A) - t'`. PCB11 132.6 129.7(CDS2) Z ..� o ,� y W �.. 9 -.. ll' - PCB12 132.6 129.8(CDS2) F Q _ __ o '�;� _�\ '-_..� f. - - PCB13 133.0 130.6(RL2) 130.5(CDS3) ,, �� a _ <. - - t' 4- . �� - _ = _ � PC614 133.3 130.9(RLI) 130.8(CDS1 _. _ _ % RL1 131.2(BLDG) 130.9(PCB14) -_ - M -- - _ _ RL2 130.9(BLDG) 130.6(PCB13) � -:; 11 I `i �� ''� EDA A 129 2 CS • ') - 1, If lA ` , - \ ____-.___ 130.25(CDS1) ks 01 p �_ _ -. _ - - m � -- �� EDA-13 130.25(CDS3) 129.25(OCS2) N __in _ -- ._ �- _� SII t(� , M �� �� c �� (y ?.v,�,•. 'c,> m SLI G HIC S E �V z RAP CAL 3 W - ,�' I A} .: .._ _. „ - 20 t0 20 40 80 4 5',s. oil ,°v� °� , = CEJ aC i <., 0 _. o _ i � U _ _ . _ _ . �'r �� .� SHEET No. n M �l ' , I 00 ( IN FEET ) `'6,� � a� C-5 Y 1 inch = 20 ft �' ' `, ,, : . i jt5 PROJECT No. LE 480-30 Cl - �� w I / - _ � j I i ` - I i � � I , - I I � I ; :- � I I ., I I I � N00 __ _ / , �, I­____.__ - � - I i i � " -- \ . ; � � I : I � . I , -f � " i ; 11: ! . , I , —il "11_1, �. i f I 11 L I I � I Z rn w Q ``, � '' 11, �,1 I - - - '� --\ __ % ft 1. - PRUNE ONLY INJURED OR Q 1�. WF 2 BROKEN BRANCHES. Y W W 1 _ - - RETAIN NATURAL FORM OF L„� - -; _ -- -: - - . . _ . TREE. DO NOT TRIM w 41 Q - - 0 S - - -- � l+J � - "ll, i _ - PR PO ED - LEADER. WHEN ADJACENT c 1 - �. �'� - ----- - RELOCATED _j _ -_ _ _ _. V Q _� TO A SIDEWALK PRUNE Q ice.. ,Q TREE 1 = i ; I _- BRANCHES TO SIX FEET. U) (� % Z AREAS -TO BE - - - - --- - - -- - �- V.1 �` �'` Cl ------ LOAMED',,AND 1 - __, .-. �` Q - SEEDED WF J� 41 Z ONLY STAKE TREES a W Q N ---- �� '!. SITUATED ON WINDY SITES � N ------ ".1 t4jZ W OR EXPOSED TO .I ."., �- \. SUBSTANTIAL PEDESTRIAN - , Z b, .� -- - - _ :11t. -- -.... \ NOTES: TRAFFIC. 2"-4" LAYER OF J ��' --- ------ 1. ALL PROPOSED PLANTING BEDS TO BE A MINIMUM OF MULCH. KEEP MULCH % Z %U, CUT AND REMOVE AS Z U) % Q --.., _ \ THREE (3) INCHES LOWER THAN TOP OF CURB TO ALLOW 2 BACK FROM FOR STORMWATER INFILTRATION. MUCH BURLAP AS TRUNK. TRUNK FLARE Z Z "" 11 _1 [1-10 POSSIBLE, IF NON QI I I I I I 11111 -_ 2. PLANTINGS AND TREES LOCATED WITHIN THE PROPOSED LIMIT TO REMAIN 1 2 �. - - %1. % BIODEGRADABLE REMOVE `J V _; , OF WORK TO BE REMOVED, STORED, PROTECTED AND ABOVE FINISH GRADE. �.. `, WF 4 REPLANTED AS SHOWN AND WITHIN PROPOSED PLANTING ENTIRELY. WIRE BASKETS I I I I . I Q i / 11 I �W�_ � �� 1, ", � , I j �� � , ;- �- BEDS. TO BE REMOVED ENTIRELY. =�:11 - - EXCAVATE PLANTING \ 3. ADDITIONAL PLANTINGS TO BE PROVIDED WITHIN PROPOSED I.--_=`- ! __ - HOLE TO A WIDTH THREE � - ­� k,,�", " 1,��_� � \ % I � - F , r. . . -. �' PLANT BED AREAS AS NECESSARY TIMES THE DIAMETER 0 �. % A 4. THESE PLANS HAVE BEEN PREPARED FOR PERMITTINGzi� THE ROOTBALL ANDA (� �� �� V PURPOSES ONLY AND SHALL NOT BE USED FOR - DEPTH EQUAL TO THE 1 - 1. _ f 11 CONSTRUCTION PURPOSES. NOTES: HEIGHT. V - - _-- j ._ ,�` -_ % Q �I- VF -- - -n :_ \ 1. BACKFILL PLANTING HOLE WITH PLANTING MIX AS SPECIFIED. ..J 00 00 2 �L. o 0 . BACKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIR PLACE ROOTBALL ON RELOCATED SMALL I - \ LEGEND: UNDISTURBED SOIL I _111t POCKETS, COMPLETE BACKFILLING AND REPEAT WATERING. I',.. " -� 1 TO PREVENT __ SHRUBS AND-- -- _ - "\ -- \. APPROXIMATE PROPERTY INE 3- IF ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR, CUT fQ O PLANTINGS ,, i � I \ M E ER L ROOTS VERTICALLY IN SEVERAL PLACES PRIOR TO PLANTING. SETTLING. - p � lilI_ I �. """.. ` 100' NO 5ET,-BED A MINIMUM :� __ __ El BACK .� (� W W ;,�...., --- N OF 3» BELOW TOP _- I _ :-1 I `,, _ \. - - ESTIMATED MHW SETBACK - � Z O Q � � I Ci OF CURB GRADE ! (� V (n V - LIMIT OF STORMWATER DETENTION SYSTEM TREE PLANTING .� O c� --- (TYP > 1. ! I % 1. WF 5 Imo. �. - - ; 250 NON DISTURBANCE SETBACK (NOT TO SCALE)E - -- _, I O "'t - 325 NON DISCHARGE SETBACK COQ II I \ ,, - - ,:17 ----- 1 . - - — LIMIT OF WETLANDS O �� W W O �w _ -- 1 i _ WF 1 WETLAND FLAG LOCATION I \ ~ � � W � W _ PROPOSED WOOD FENCE w O (� 0 O .1 il I t -- \ WF 16 W - � z Jl_ ���� �`'� - PROPOSED WOOD GUARDRAIL PRUNE ONLY INJURED Q► V Q Z qT --- _ - ,,� _ - - — \- OR BROKEN �"� Q 1 = -v- PROPOSED SIGN RUBBER HOSE AROUND Z -- V BRANCHES. RETAIN - 11 -- - " I `' _- - �'` PROPOSED RELOCATED LIGHT POLE WIRE AT TREE. LOCATE NATURAL FORM OF01 . I I I J \ WOOD ANCHOR STAKE O O ------ 1. 11 ii - » ��� TREE. DO NOT TRIM Z i 11 .1 . I - 18 AWAY FROM TRUNK % - �.' EXISTING TREE!..TO EXISTING TREE TO BE RELOCATED ���f LEADER. i�� - - -,. - REMAIN _ _ ON SIDE OF PREVAILING .� I 11 \ WIND. STAKE FIRMLY �V 3 LAYER OF MULCH. �: - PROPOSED TREE AT 3 MIN. DEPTH. - RELOCATE j� \e\_r;�,v KEEP MULCH 2" BACK I � ' `' EXISTING TREES \ WF �Ir0 / „EXISTING SHRUBS I _ i �� ii FROM TRUNK. TRUNK AND ;PLANTINGS TOil I - (NP-) CUT AND REMOVE AS jVI \�R FLARE TO REMAIN _ _ I _ A ��� %/ ��\� » » �s —`BE� RELOCATED TO - I _ - - MUCH BURLAP AS1 /��� 1 -2 ABOVE FINISH m m PROPOSED PLANTING - I , -. I I - - _ -- � \ POSSIBLE, GRADE. i;' _ IF NON Il\ I \\ /I \ -\ BEDS (TYP-)- _ BIODEGRADABLE REMOVE J \ \ ( ��� ----- I - _ \ ����%/ \ EXCAVATE PLANTING W "' 1 1 ENTIRELY. WIRE o Q _ _ - ___�j \ BASKETS TO BE HOLE TO A WIDTH THREE w ----- J - - - TIMES THE DIAMETER OF � >: \_ _ : REMOVED ENTIRELY. _ 1. THE ROOTBALL AND A _ DEPTH EQUAL TO THE I ,I =. -- - Q 1. o – - -- — - — z � - - - - - - _ HEIGHTHll= . ,� i _ _ .1- -- - — _ _ _ - - � - - - — - — Z - _ _ -- — — _ — — o __ - - PLACE ROOTBALL ON - - z ti W WF 9 - - 0 _ = UNDISTURBED SOIL �' _ _- - - - TO PREVENT o - - 1 = : _ i- _ — SETTLING. W _ -- - _ RELOCATED TREES j, I _ NOTES: o r - _ w TYP. 0 ..'.. ( ) Y:= `' =. __ 1. BACKFILL PLANTING HOLE WITH PLANTING MIX AS SPECIFIED. v, -;: ... __ _ _ :.a /;;_ =� _ 2. BACKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIR �' =. ( - _ RELOCATED . �_T-� t -- % POCKETS COMPLETE BACKFILLING AND REPEAT WATERING. f - - D ,:. \ 4.. SH NTI GSN 3. IF ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR, CUT n �; - PLA ROOTS VERTICALLY IN SEVERAL PLACES PRIOR TO PLANTING. W �� i - - i 3 LAYER OF MULCH AS - . � -. _= =:., EXISTING TREES , SPECIFIED. KEEP MULCH a =i Q TO :N :. � ,,i. ,= ,. < j _..,J :. REMAIN 2" BACK FROM TRUNK. "�.. - - -- - AIN .. 7 - : � TRUNK FLARE TO REM EVERGREEN TREE PLANTING �-, , ., - ,=-._._ 11 il�l ABOVE FINISH L F GRADE /.: 1„ 2» A OT TO SCA ) 1 �_= (N E - - j " It :: �,. % - �„� CUT AND REMOVE AS ��_�. / �� O o d',a sae MUCH BURLAP AS RELOCATED <7o . SHRUBS AND BLE, IF NON Z '` EXISTING - -- - - PLANTINGS _ - _ _ - - r r -- - _ BIODEGRADABLE REMOVE _, :SHRUBS TO _ .- - ENTIRELY. WIRE BASKETS �' - TO BE REMOVED ENTIRELY REMAIN SET BASE OF EXISTING - - �'� 2» �. -_ - - - 1. ILANDSCAPED 4il-1, I < _ _ LCH STEM AT FINISH LAYER OF MU BED TO - _ EXCAVATE PLANTING HOLE AS SPECIFIED. - - GRADE. �I,.I u `� REMAIN " PLACE ROOTBALL ON - ES 11 -- - T = _ - - _ _ UNDISTURBED SOIL THE DIAMETER OF THE _ __ - -- ��� PREVENT SETTLING. - ll,i - - ROOTBALL AND A DEPTH �, __,_..__ , RELOCATED` SHRUBS - - -- U I -1 `: AND PLANTINGS EQUAL TO THE HEIGHT. _ - _ _ o - _ _ _ _ % - - _ _ - - -- , - - - — - NOTES: - _ _ - - - j - SET BED A= MINIMUM - = = _ _ - - �; - » 1. BACKFILL PLANTING HOLE WITH PLANTING MIX AS SPECIFIED. - - I OF 3,>BELOW TOP OF = _ z /l 2. BACKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIRllqc - CURB.';GRADE (TY I PREPARE ENTIRE PLANT r - POCKETS, COMPLETE BACKFILLING AND REPEAT WATERING. NOTE: BED. TILL EXISTING m 3. IF ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR, CUT . TOPSOIL » AND �, ROOTS VERTICALLY IN SEVERAL PLACES PRIOR TO PLANTING. COVER OVER INDICATED PLANTING BED. NSISTANT AMEND AS NECESSARY. SPACE PLANTS EQUALLY TO PROVIDE CO , " , „ OV "I I z _ __. a' i - op 0) z - SHRUB PLANTING GROUNDCOVER PLANTING m � s, ' , -1. (NOT TO SCALE) to (NOT TO SCALE) F tv\\v MI - .�� w J �, to o A� 11, / m \' , l C � 5- ammi �� �� a sk e Ig t, Ql 0 — GRAPHIC SCALE �r" e c - o�� 4i�� at Y 0 \ ,% � n - 20 0 10 20 40 80 4��kCmp6`� �r w i r Q V � O fi _ ;i" �F.�S �F � �. a =17 ; ° SHEET No. I f+7 " Go ( IN FEET ) ' }�� C-6 x 1 inch = 20 ft .4, � .i�,��_��,a��....- "j r.. 1" 3i- Uzi / � � PROJECT No. LE 480-30 V � � Wh ... W h N 00 �` o, � SET 1 HAYBALE PERPENDICULAR Z TAMPER RESISTANT EVERY 50' ON SLOPES STAINLESS STEEL OVER 5% Z lV MARIFI SILT FENCE SIGN)(TYP.) (2 PER p� MODEL 100X EXIST. FRAME & COVER W Z ~^ (n ® W W SPOIL FROM ® ® `; W� TRENCH R1-1 STOP SIGN 1�< � ice. � ® Z► per,. � (rf STOP WHITE ON RED W S'' Q 4 24"x24" Z h ® / own ENAMELI FIINISHR W N - SIGN POST EXISTING GRAD 'I II ' 'f es E 010L 5'-0„ BREAKAWAY ,J. Z W MOUNT SYSTEM W ;z Z j V - a SILTSACK AS MANUFACTURED BY — C , NOTES: ACF ENVIRONMENTAL i. FINISH GRADE Z O) 0 1. HAYBALES TO BE TIED WITH ORGANIC FIBER TWINE. D O NOT R5-1 DO NOT ENTER O SILTSACKS SHALL BE INSPECTED WHITE ON RED ON WHITE SIGN MOUNTING DESCRIPTION REFLECTORIZED 2. HAYBALES TO BE SECURED WITH A MINIMUM OF TWO (2) WEEKLY AND AFTER EVERY STORM 24"x24" HEIGHT 1" x 1" WOODEN GRADE STAKES, PER HAYBALE, 18 INCHES ENTER INTO THE GROUND. EVENT. REMOVE SILT WHEN 3. SILT FENCE TO BE SECURED WITH 1"x 1" WOODEN GRADE STAKES SEDIMENTS ACCUMULATE TO 2" TYPICAL SIGN POST 12 INCHES INTO THE GROUND. DEPTH PARKING 7'-0" WHITE ON NO U CATCH BASIN FILTER DETAIL TYPICAL SIGN DETAILS ONLY BLUE J oo 00 HAYBALE & SILT FENCE DETAIL (NOT TO SCALE) R-59A (NOT TO SCALE) (NOT TO SCALE) 12x18 300x450 O t� Z QL QWLo Q . � Q) OBJ RECESSED STHP 4D u � k W v 4" x 8" WOODEN RAIL NUT & WASHER T_0" WHITE ON YES ~ 1/2" GALVANIZED RED (yj O� � W 0 � Zo SIGN CARRIAGE BOLT RI-1 43 O aC o O Q 12" LONG 750x750 V (i) tij S` SIGN POST i TYPE G Q �" jj W Q �" M 1 o"xl o" N . (,� � W (� � � W WOOD POST GROUND (I � W OCl to O UND CONCRETE LINE 4„ `W �C O o 0 0 DO NOT W I L 8"DIA. SCH 80 GALVANIZED I �� � V Q � Q STEEL PIPE, 8.5' LONG 6' 12" DIA GALV. STEEL FILLED WITH 3000psi FWASHER �4" x 8" WOOD RAIL ENTER �,_0" WHITE ON YES Z Z PIPE FILLED WITH CONCRETE. CONCRETE AND o. 0611- ED ON WHITE PAINTED YELLO o o "j R5-1 O O HALF LAP JOINT 30x30 Z Z I 750x750 LO r Q PAVEMENT NOTE: ALL TIMBER TO BE TYPE G I END OF CCA TREATED SOUTHERN 3' DIAMETER a COMPACTEDIr YELLOW PINE. N WAY 4000 psi :al a. a ° ; 4 o o CRUSHED BANK RAIL 6'-0" O.C. OR AS DIRECTED R6-11- CONCRETE FILL _ _ RUN GRAVEL10" 36x12 s UNDISTURBED •' - o 6" ' o 300x900 BLACK ON m m MA�tRIAL r4.: o ° o _ o /'_ TYPE G 71_012 WHITE ON YES ! I ° 4000psi )o C---� o I BLACK v o ') d a • = 3 DIAMETER, P 6 p r7 CONCRETE FOOTING o pl SECTION I O R6-1R m ca `� : Sb A: 0436x12 Q _ 300x900 6 12 6 NOTE: I TYPE G ALL BOLTS & NUTS z SHALL BE MADE SIGN TABLE z 30 VANDAL RESISTANT. ELEVATION (NOT TO SCALE) o o TYPICAL BOLLARD DETAIL SIGN BOLLARD DETAIL (NOT TO SCALE) (NOT TO SCALE WOODEN GUARD RAIL D ETAI L ) (NOT TO SCALE) CONSTRUCTION SPECIFICATIONS 50' STONE SIZE - SEE GRADATION TABLE BELOW z " JOINT FILLER LENGTH - 50 FOOT MINIMUM. w //� / THICKNESS - SIX (6) INCHES (MINIMUM). 12_ o EXISTING\�\ U) WIDTH — 12' MINIMUM f BITUMINOUS SIDEWALK j 12, 7' W J BERM ELEVATION GROUND w w FILTER FABRIC - MIRAFI 60OX OR APPROVED EQUAL. TRANSITION INSTALLATION - THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL ROOTS, AND OTHER OBJECTIONABLE MATERIAL. A ROAD STABILIZATION FILTER CLOTH CAN �J MATCH WITH PAVEMENT BE PLACED ON THE SUBGRADE PRIOR TO THE GRAVEL PLACEMENT TO PREVENT PUMPING. THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. LU PLAN VIEW 1� 12:1 MAX MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH �.. WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. SIDEWALK PLAN 50' THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED EXISTING ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. N SIDEWALK 3'-0" MIN ROADWAY �► SIDEWALK ELEVATION 50:1 MAX SIDEWALK SLOPE TRANSITION LEVEL AREA DRIVEWAY PAVEMENT 12:1 MAX 50:1 MAX 6" CRUSHED STONE GRADATION TABLE �` \�� '<.` :A i /i /i//i /i//i /i//i /i//i /i �� % PASSING Opp ^) •� / ,/ - - /i /i /i SIEVE SIZE h .t.. � E BY WEIGHT ... o� � FILTER FABRIC 2 inches 100 M M SIDEWALK ADJACENT TO CURB <�/���/���/���/���/���/���� SIDEWALK FLUSH 1 1/2 inches 90-100 Q c ""� '� ;aaQY j� m SIDEWALK ELEVATION TRANSITION WITH PAVEMENT SECTION1 inch 20-55 3/4 inch 0-15 � � "y m w 3/8 inch 0-5RICHARD � Y W WE CONCRETE SIDEWALK HANDICAP ACCESSIBLE RAMP DETAIL STABILIZED CONSTRUCTION ENTRANCE SHEET No. �� . 9 , r (NOT TO SCALE) (NOT TO SCALE) �� °� tr— 7 2, I PROJECT No. LE 480-30 to IF CURB IS SET AFTER BASE AND BINDER COURSES to ARE PLACED, SAW CUT 12" FROM CURB UNE, 00 REMOVE BASE, BINDER AND GRAVEL, AND REPLACE WITH CEMENT CONCRETE MEETING THE REQUIREMENTS OF SECTION M4 OF THE STANDARD SPECIFICATIONS L ON CENTER %*.ft SIDEWALK OR Z1 HANDICAP 6 LOAM AND SEED (t) 00 PARKING 2" 2-:-- SEE DETAILS N ARKINd SI BITUMINOUS TOP COUR 47 t Ift LIJ 4 MAX CR BITUMINOUS t SLOPE 1 CROSS .115) ". . n7T.--rn-.-1 rr.-nT-flT7 -4 Lsi Z, LO E 50/ BINDER 6 4 A. . -11 1�1 I I- VARIES COURSE -4 1 Ed I M1 11:_1_� 11 LAJ p 1 —1 R: Fh— Lai rjI r 90, 171 (SEE PLAN) 6z 4" CONC. S -.;( PAINTED SIDEWALK U) ui (SEE DETAIL) zz I SYMBOL 2 Icn 0 18" BITUMINOUS CONCRETE I F PAVEMENT (SEE DETAIL) ca WWF (SEE SIDEWALK DETAIL) AMIL - Zt ct tr) 00 SEE w ZZ, 1 4 . PQ PAVEMENT NOTE. 4 N4 SECTION • k ui 1. ALL PAINT SHALL BE FAST DRYING o TRAFFIC PAINT, MEETING THE t 7 04 Lm ct REQUIREMENTS OF AASHTO 7t -w- oo 4 M248-TYPE F. PAINT SHALL BE o*0 o -.j APPLIED AS SPECIFIED BY o 0 o 0 Z 0o o 0 3000psi CONCRETE oo ONCRETE BACKFILL • 4 u) 2. SYMBOLS & PARKING STALLS FROM BOTTOM OF CURB TO Q Op SHALL CONFORM TO THE BOTTOM REQUIREMENTS OF THE AMERICANS 3000psi CONCRETE -/ M OF LOAM 8" COMPACTED GRAVEL— WITH DISA131UTIES ACT AND LOCAL BACKFILL FROM BOTTOM 6" 6" (SEE SIDEWALK DETAIL)AND STATE REQUIREMENTS. OF CURB TO BOTTOM OF (2) NO. 3 REINFORCING BARS 3. FINISH PAVEMENT GRADES AT ALL 8'-0" 82-0" 91-0" PAVEMENT " HANDICAP ACCESSIBLE STALLS NOTES: COMPACTED SUBGRADE 6 AND PAINTED ACCESS AISLES 1. CONCRETE FOR CURB TO BE 4,000 PSI. SHALL NOT EXCEED 2% IN ANY DIRECTION. 9' x 18' PARKING 2. ALL RADII 50' AND SMALLER TO BE CONSTRUCTED USING CURVED SECTIONS. VAN ACCESSIBLE HANDICAP PARKING STALL STALL MARKING DETAIL PRECAST CONCRETE CURB DETAIL FLUSH PAVEMENT AND SIDEWALK DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALEoo 00 P Z) IZZ Q, 6C� z SYMBOL TO BE CENTERED u or- (j) Zj ON WIDTH OF PARKING TO COC.) (j) Q G C.) (j) STALL.NTRASSYMBOL IS 12" REQUIRED 3'-6" T WITH BACKGROUND. USE WHITE y7,- 0E ON BLUE (COLOR #105090 Z 0Z IN FEDERAL STANDARD U) 5952) DOUBLE COAT 2.0% MAX 3'-l" 8'-3" C3 k- Q:: LV r-, W QEk N SLOPE WN 6 20" L _Q a :z Z 0 0 00 1 .0 1 10' Q. 10" 00 -T z� A 4" 1 11 4 7' if 5' 3*-0 Aga 5.0% MAX SLOPE IN TRAVEL DIRECTION STRIPING SHALL BE CONSTRUCTED USING WHITE moo# THERMOPLASTIC, REFLECTORIZED PAVEMENT MARKINGS R=1'-9 MEETING MEETING THE REQUIREMENTS OF THE MADOT TYPICAL PAINTED ARROW M7.01.03 CI NOT TO SCALE 1Q1_ ACCESSIBLE PARKING STALL PAVEMENT MARKING CROSSWALK STRIPING DETAIL TYPICAL PAINTED TURNING ARROW Q5 NOT TO SCALE (NOT TO SCALE) NOT TO SCALE Q) FILLED WITH SEALANT �o a`" 1/8"x1" DEEP HAND TOOLED 'Qs CURB JOINT WITH 1/4" RADII 4.54.5' 1;7 CONTROL JOINT A ro 4.5' FILLED WITH SEALANT 3/4- SMOOTH DOWEL FILLED WITH SEALANT W/ SLEEVE @ 12" O.C. 1/4" RADIUS 1/8"x1" DEEP HAND TOOLED 30' COAT WITH BOND JOINT WITH 1/4- RADII BREAKING COMPOUND / W_ BEFORE ADJACENT 1/4- TO 1/2" PREMOLDED PLAN SLAB IS POURED. 8tp FILLER 4.5' VARIES 6" LOAM & BITUMINOUS CONCRETE SEED PAVEMENT NOTE: EXPANSION JOINT B 4.5' -7.811" WEARING COURSE 6" LOAM & CONCRETE DRIVEWAY APRONS SHALL HAVE A CONCRETE CONTROL JOINT 2" BINDER COURSE SEED 1/4" TO 1/2" SILICA THICKNESS OF 6" AND A 12" COMPACTED GRAVEL 1/4" RADII PLAN VIEW SAND AND EMECOLE BASE. 3:1 y,4X 2% CROWN SLOPE 555 POLYUREA OR 1/4- TO 1/2" SILICA APPROVED EQUAL '= ' \/\�\/� VARIES 1 MIN. SAND AND EMECOLE 1/4" CHAMFER (SEE PLAN) 555 POLYUREA OR 4" CHAMFER SEE PLAN VIEW FOR DIMENSIONS SMOOTH TROWEL APPROVED EQUAL (ALL TOP EDGES 2 LAYERS OF 6X6 W2.9xW2.9 WWFI FILLED W/SEALANT SMOOTH TROWEL Gs�l 50 MED. BROOM Pe 0\'- 3- (TYP) VERTICAL CURB FINISH A ISOLATION JOINT C CL SEE SITE 2 (SEE DETAIL) 7o MAX( ) 8% i"01-15" LOAM ------- ....... DESIGN PLAN SEE CURB ... ....................... & SEED FILLED WITH SEALANT ft__ftw DETAIL AND SITE 6s' # 1293 GRADING PLAN FOR FOR LIMITS OF A . , . .1 COMPACTED 12" CRUSHED GRAVEL BASE MHD M1.03.1 =ti -1/8"xl" DEEP HAND TOOLED PAVEMENT-/ SUBGRADE (SLOPE TO MATCH PAVEMENT SLOPE) LOCATIONS COMPACTED SUBGRADE JOINT WITH 1/4- RADII 12" THICK COMPACTED #6 REBAR @ 12" O.C. 3 ROM GRAV EL BASE ALL rl AGES)' 8" COMPACTED (MHD M1.03.1) c c-i 4" CONCRETE WALK, 28 DAY GRAVEL (MHD M1.03.1) COMPRESSIVE STRENGTH OF �COMFACTED SUBGRADE NOTES: 4500 P.S.I. 7% AIR ENTRAINED (STRIP LOAM AND ORGANICS) SECTION VIEW 1. SEE SITE PLAN FOR PAVEMENT WIDTH AND LOCATION. 6x6 W2.9xW2.9 W.W.F. MESH 2. SEE GRADING, DRAINAGE AND EROSION CONTROL PLAN FOR PAVEMENT SLOPE AND CROSS-SLOPE. COMPACTED SUBGRADE--J cn CONSTRUCTION JOINT -4 NOTES: In 3. A TACK COAT SHALL BE PLACED ON TOP OF BINDER COURSE 1. CONCRETE TO BE 4000 PSI, 7% ENTRAINED PAVEMENT PRIOR TO PLACING WEARING COURSE. SECTION 2. STANDARD BROOM FINISH. 0 04 cm _0 "Arm rZ CONCRETE PAD DETAIL VEHICLE ACCESS DRIVEWAY SECTION CONCRETE SIDEWALK DETAIL 33D17 SHEET No. C (NOT TO SCALE) NOT TO SCALE NOT TO SCALE PROJECT No. LE 480-301 v � Z � ()o FINISH 24" DIAMETER STANDARD M.H. FRAME & 3'-4° SURFACE LKOV1 RO(LeBaron OR APPROVED EFoundry, UAL SET IN :V W l O PROVIDE MORTAR ` FULL BED OF MORTAR. EQUAL) Zl $° 2'-0° 8° CONCORETE Pt Q :a {- 2'6R -aq. �• ADJUST GRADE WITH 1 j z (�jj <°. �- DIA. COURSES OF BRICK � � � � � 8 18"-24" TAPER IN ,00000 - GATE VALVE AND BOX 6" MIN. A �• � CONE TO EXISTING GRADE MIN a� 3 OR 4 COURSES O {� Q 4 END AREA 0°0 =•�= :;=. =. CONCRETE THRUST E. BEARING AGAINST -=.:-' SOIL COMPACTED °,°° ''' ` . ' BLOCK : BLOCKS TO BE SET W �• �• Q O TO 90% PROCTOR °°o°o •� :•;.; ' MINIMUM. °Oo VARIABLE 6 �'. IN FULL MORTAR ° 0 MIN. 4 -0 DIA. MIN. , N OIL DEBRIS STOP °000', ".`%�-- / I DEPTH (, Ctij CRUSHED STONE °O°0°°0• I = ' I• I NEW 6" SEWER LINE FROM DRAINAGE AREA '°°O° =; EXISTING J 0 BUILDING FACE OF PIPE PIPE CONNECTIONS (MIN. 18 CU. FT.) I i . SEWER W BRICK MASONRY ;. ,I FLUSH OR NOT TO .` i Z W NON-SHRINK GROUT SHOULD GROUNDWATER �• RISER 4 a CONDITIONS EXIST. NOTES: UNDISTURBED EARTH I TAPPING SLEEVE OR CONCRETE {: :1 PROJECT MORE THAN 411 �.! 1. THE END AREA BLOCK DIMENSIONS FLOOR OF STRUCTURE CENTERLINE OF PIPE FROM FACE OF WALL ALONG SHALL BE 1.5 FEET X 1.5 FEET. TO BE HEADERS LAID a 4'-0° FLAT THRUST BLOCK DETAIL lif TAPPING SLEEVE 8c GATE VALVE " ===_ = =� RUBBER RING WATER STOP s CRUSHED STONE BASE (NOT TO SCALE) (NOT TO SCALE) MASS. D.P.W. M2.01.4 REMOVE EXISTING FILL MATERIAL & ORGANIC SOIL DOWN TO NATURALLY NOTE: OCCURRING PARENT MATERIAL AND LQ 5°° MORTAR JOINT 1. DESIGN SHOWN IS FOR MANHOLE REPLACE WITH BACKFILL MHD M1.01.0 V � � SUMP 4 TYPICAL NOES: DEPTHS OF 9 FEET OR LESS AND FOR A MINIMUM 1' AROUND Q m- oo BASE 9 41-0° A 1. CONCRETE: 4,000 PSI MINIMUM AFTER PIPE DIAMETER OF 30 INCHES OR LESS. STRUCTURE BASE (MIN. 6 DIAMETER) `J 28 DAYS. O O z 2. REINFORCED STEEL CONFORMS TO O LATEST ASTM A185 SPEC. 0.12 SQ. CONCRETE SEWER MANHOLE DETAIL Z �. ,�, Q �. �, 8 3'-4 8 IN./LINEAL FT. AND 0.12 SQ. IN. W J INSTALL 3 4" CRUSHED " 2'-°» (BOTH WAYS) BASE BOTTOM. ,_ (NOT TO SCALE) �[ O O WAY O STONE BASE d 3. H-20 DESIGN LOADING PER AASHTO 131.5 a.vla. 6°°.. . . : a HS-20-44; ASTM C478 SPEC FOR :<° I ° o o o P o "PRECAST REINFORCED CONCRETE °° . _ .a ° oa 6 MANHOLE SECTIONS." 130.5 ° 4 4 o � I 4. STEEL REINFORCED COPOLYMER Q ! POLYPROPYLENE SECTION VIEW r CONFORMS TO LATEST STM C478 � '-0"-~C STEP -4 NOES: C.� C� Q Q I a SPEC. P46 1. CONCRETE. 4,000 PSI MINIMUM AFER 28 DAYS. w lu lU W 130.0' 2. REINFORCED STEEL CONFORMS TO LATEST ASTM A185 . - t� 4j MANHOLE TO SHEA 60 DIAMETERORIFICE SPEC. 0.12 SQ. IN./LINEAL FT. AND 0.12 SQ. IN. WOO a- O O a� " MANHOLE OR EQUAL. a:4". 6RLFI�E CONE (BOTH WAYS) BASE BOTTOM. W p p p $, e,° = 5'4 0 6. GEOTECHNICAL ENGINEER TO SPECIFY 3. H-20 DESIGN LOADING PER AASHTO HS-20-44; (� V �----+ 2'-0°---� STONE BASE AND SOIL COMPACTION a - ` a ° ASTM C478 SPEC FOR "PRECAST REINFORCED Q Q `t a . I BENEATH ALL PRECAST STRUCTURES. - CONCRETE MANHOLE SECTIONS. T° _:a4gr aha a 4. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC = Z 1 0 a e ,� »STEPS STEP CONFORMS TO LATEST ASTM C478 SPEC. (� SIDE VIEW 1 (IF REQ'D) 5. MANHOLE TO SHEA 48" DIAMETER MANHOLE OR EQUAL ° WALL EXTENDED ACROSS 6. GEOTECHNICAL ENGINEER TO SPECIFY STONE BASE AND I� 4'-0° �;, I DMH 5' INNER DIAMETER (NOT TO SCALE) RISER SOIL COMPACTION BENEATH ALL PRECAST STRUCTURES. .� 131.5' 4" & 6" DIAMETER CIRCULAR „ =•. OPTIONAL TOP SLAB J. :6"IORIFICE CUT-THROUGH8130.5130.6- -r 5•• 12 OUTLET A ,T _ 4" ORIFICE o• 1 -0 = = •, f. _,,_. m m NOES: 130.0 - - 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 12" INLET 129.6= 12" OUTLET - MORTAR JOINT -1- , 2. REINFORCED STEEL CONFORMS TO LATEST ASTM 128 25' -128.25' TYPICAL 4-0 , Q) A185 SPEC. 0.12 SQ. IN./LINEAL FT. AND 0.12 e•I. _ 5p > i SQ. IN. BOTH WAYS BASE BOTTOM. PIPE CONNECTIONS OPTIONAL TOP SLAB00 BASE : . NON-SHRINK GROUT n_ d- 3. H-20 DESIGN LOADING PER AASHTO HS-20-44; , ; ; 6" CRUSHED STONE BASE - ASTM C478 SPEC FOR "PRECAST REINFORCED e . . _ q- - 128.0 �• CONCRETE MANHOLE SECTIONS." 6 Q e' MASS. D.P.W. M2.01.4 �: �•1 • Z 4. CATCH BASIN TO BE EQUIPPED WITH Le BARON REMOVE EXISTING FILL MATERIAL & LOW FLOW ORGANIC SOIL DOWN TO NATURALLY cn o OIL/DEBRIS STOP OR APPROVED EQUAL. .. , ORIFICE (TO BE OCCURRING PARENT MATERIAL AND •: _'••.: •. : .¢° s CRUSHED STONE BASE SECURE TO WALL) / REPLACE WITH BACKFILL MHD M1.01.0 FOR A MINIMUM 1' AROUND MASS. D.P.W. M2.01.4 i% / % /� STRUCTURE BASE (MIN. 6' DIAMETER) REMOVE EXISTING FILL MATERIAL & ORGANIC W 4 CATCH BASIN DETAIL � � � SOIL DOWN TO NATURALLY OCCURRING PARENT o (NOT TO SCALE) 12" INLET MATERIAL AND REPLACE WITH BACKFILL MHD Z) SECTIONAL VIEW TOP VIEW M1.01.0 FOR A MINIMUM 1' AROUND STRUCTURE (SCALE: 1 "-2') (NOT TO SCALE) BASE (MIN. 6' DIAMETER) OUTLET CONTROL STRUCTURE (OCS) DETAIL DRAIN MANHOLE DETAIL (NOT TO SCALE) z A (AS SHOWN) LOAM AREA PAVED AREA LOAM AREA PAVED AREA LOAM AREA PAVED AREA J 6" LOAM SEE PAVEMENT DETAIL 6" LOAM SEE PAVEMENT DETAIL 6" LOAM SEE PAVEMENT DETAIL Q & SEED & SEED & SEED 130.6' - .::::.::- CONTRACTOR TO W a ' o a o' O WATERTIGHT REMOVABLE CAP CONTRACTOR TO o as Da a BASE CONTRACTOR TO o a a n BASE CONFIRM WITH ,.o.• 4 D BASE = CONFIRM WITH co ° a a CONFIRM WITH co o ° a a °: o a O " " �-- w CITY AND UTILITY �' SEE PAVEMENT CITY AND UTILITY ` SEE PAVEMENT CITY AND UTILITY SEE PAVEMENT 1 DIA. HOLES - 6 O.C. ° a `� /� (n ° a OR 1" x 6" SLOTS w PROVIDERS IF o ° aD:: SUBBASE DETAIL w PROVIDERS IF o :° aA:: SUBBASE DETAIL PROVIDERS IF o o ° :° '.�D:: SUBBASE DETAIL W U. In TRACER TAPE IS o a • D Q TRACER TAPE IS o - ° p Q TRACER TAPE IS z REQUIRED o o REQUIRED o 0 0 > REQUIRED o 00 O o o o. o INTERNAL ORIFICE PLATE Q o _ o _ ' o COMPACTED o o . COMPACTED o w o o . w COMPACTED 129.6 1 0 ORDINARY ORDINARY • ORDINARY ; Low .'.-.:--'. :' :-:::.. BORROW BORROW BORROW 6 6" 6 N 129.25' M BEDDING MATERIAL "=g" :` BEDDING MATERIAL BACKFILL (MHD M1.04.0 TYPE B) ___ (MHD M2.01.3) BEDDING MATERIAL BACKFILL - ` `M BACKFILL MATERIAL _ :,:= MATERIAL :,.;= -- MATERIAL (MHD M2.01.4) Tp h UNDISTURBED UNDISTURBED UNDISTURBEDCq ►� LOW FLOW ORIFICE DETAIL SOIL so1L -- solL „ 3-0 MIN. 3-0 MIN. 3-0 MIN. m OR D+2 OR D+2 OR D+2 (NOT TO SCALE) (WHICHEVER IS GREATER) (WHICHEVER IS GREATER) (WHICHEVER IS GREATER) 3 R RICHARD WATER TRENCH DETAIL DRAIN TRENCH DETAIL SEWER TRENCH DETAIL i Rp - - �' �' SHEET No. (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) C- 9 I PROJECT No. LE 480-30 C.V cn o L � l,,i � N000 FIBERGLASS Z SEPARATION CYLINDER ANDINLET CENTER OF CDS STRUCTURE,SCREEN vft. N AND SUMP OPENING LAJ 4z) TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) DESIGNATION CONFIGURATION DESCRIPTION (MODEL SUFFIX) LAJ Z �A Z (6 +/-1 35' FLOW MAX. C .t c.) 6z -I:x Lc .. . . . . . . . . . . . . . . . . . . . ...... . .. . . . . . . . . . cn .. . . . . . . . .. . . . . . .. . . .. . . . . -*--PAVEMENT . . . . . . . .. . . . . . . . . . TOP SLAB ACCESS . . Z Q O . . . . .. . . . . . . . . . .. 4 4 ZI C4 . . . . . . . . . . . .. . . . . .. . .4 48"I.D.MANHOLE .. . . . . . . . . . . . .. . . . . . . cri . . . . . . . . . .. . . .. . . .. . . . . . . . . . . . .. . . . . . . PVC HYDRAULIC SHEAR STRUCTURE (p SITE SPECIFIC . . . . . .. . . . . . . . . . . .. . . . PLATE _14 Ljj LLJ ct MAX. starts DATA REQUIREMENTS . .. . . .. . . .. . . . . . . . . . . . . . ,ter sta, . '. I Z _w /? STRUCTURE ID < PAVEMENT SUB-BASE 1-z ID ' " . '11� �\\\\\�\\\ PEAK FLOW RATE . . . . . . . .. . . . . . . .. . PLAN VIEW WATER QUALITY FLOW RATE(CFS) WQFLOW Z N.T.S. (CFS) PEAK in 0) '%c . . . . . . . . . . RETURN PERIOD OF PEAK FLOW(YRS) RETURN 0 dk4v Z . . . . . .. . . . . SCREEN APERTURE(2400 OR 4700) MICRON CONTRACTOR TO GROUT TO 95%COMPACTED FILL PIPE DATA: I.E. MATERIAL DIAMETER FINISHED GRADESOLUTIONS ° �o' 511ORMWATER M\\ INLET PIPE I ELEV MATERIAL DIAM 4 OZ. NON-WOVEN FILTER FABRIC ON V� INLET PIPE 2 ELEV MATERIAL DIAM GRADE TOP OF STONE MANDATORY; BOTTOM PER ENGINEERS RINGS/RISERS 0 OUTLET PIPE ELEV MATERIAL DIAM G DESIGN PREFERENCE 012 vi V RIM ELEVATION RIM �for w _C� ANTI-FLOTATION BA-LOVs-TT WIDTH I HEIGHT _ `\ \ FIBERGLASS I U I WIDTH I HEIGHT CULTEC HVLV FC-24 wu SEPARATION CYLINDER--\ NOTES/SPECIAL REQUIREMENTS: \\\/\\ 1r) u') AND INLET FRAME AND COVER FEED CONNECTOR V- 1* USED AS INTERNAL MANIFOLD 00 00 (DIAMETER VARIES) 41 N.T.S. PER ENGINEER OF RECORD van 31 1 20 MIL POLYETHYLENE LINER ON SIDES AND VARIES I I I bo BENEATH RECHARGER 280HD CHAMBER _LLj (Q Q) INLET PIPE I GENERALNOTES CULTEC RECHARGER 280HD TO NOT ALLOW EXFILTRATION Lij (MULTIPLE INLET PIPES (T-6") COUTLET PIPE 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. HEAVY DUTY CHAMBER r Qj MAY BE ACCOMMODATED) 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. or 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE 4�4 Z Q, Z_ CONTACT YOUR CONTECH STORMWATER SOLUTIONS REPRESENTATIVE. www.contechstormwater.com ro a 4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. Q Uj Q (fj 5. STRUCTURE AND CASTINGS SHALL MEET AASHTO HS20 LOAD RATING. (j) c) in . T_ 6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND PIPE PER 1-1/2 INCH WASHED CRUSHED 0'2' REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. ENGINEER DESIGN STONE BENEATH AND Z rp Z AROUND CHAMBER BED Q- (MAX. INLET 18 INCHES) PERMANENT INSTALLATION NOTES L w OIL BAFFLE POOL ELEV. 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN t SKIRT CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. (4'-8")MINIMUM 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND 6" MIN. DEPTH OF 1-2 INCH N cl- SET THE CDS MANHOLE STRUCTURE(LIFTING CLUTCHES PROVIDED). Q) V CRUSHED WASHED STONE Lu :z C� 3. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS,AND ASSEMBLE ABOVE AND BELOW CHAMBER SEPARATION (2') STRUCTURE. ° ° ° ° ° ° ° Q Z �� SCREEN- 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. PVC HYDRAULIC SHEAR 4 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO PLATE FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. 4, SOLIDS STORAGE SO CDS2015-4 SUMP SECTION A-A STORMWATER PRECAST CONCRETE WATER QUALITY SYSTEM THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE N.T.S. FOLLOWING U.S.PATENTS:5,788,648; 783,648;6,641,720;6.511,595:6,581,783; STANDARD DETAIL RELATED FOREIGN PATENTS.OR OTHER PATIENTS PENDING. conWchskwmwaW.cm SS PRECAST CONCRETE WATER QUALITY SYSTEM DETAIL 00 (NOT TO SCALE) 4 OZ. NON-WOVEN FILTER FABRIC HVLV FC-24 1-1/2 INCH DIA FEED CONNECTOR WASHED ALONG TOP OF STONE. WHERE SPECIFIED CRUSHED PAVEMENT STONE RECHARGER 280HD ELEV. 134'± 95% COMPACTED FILL Q C) uj HEAVY DUTY CHAMBER 8.0" [203 mm] MIN. Z) 010) 'cx EV. 132.5 < 6.0" [152 mm] MIN. 1-1/2 INCH DIA. 14.0" [356 mm] WASHED, PAVEMENT CRUSHED ELEV. 134± MIN. N 26.5" [673 mm] STONE 14! [4.27m] PIPE DIA.AND ELEV. 95% 4 OZ. NON-WOVEN FILTER FABRIC MAX. DETERMINED BY ENGINEER COMPACTED FILL ON TOP OF CHAMBERS (MAX. INLET 18 INCHES) - 8.0"[203 mm]MIN. v ELEV. 129.75 . . . . . . . . . . . .. o 6.0" [152 Trim] MIN. ELEV.132.5 >/ ELEV. 129.25 26.5"[673 mm] 12.0" [305 mm] 20 MIL LINER WITH WELDED SEAMS 47.0" [1193 mm] 52.0" [1321 mm] ELEV. 129.75 TYP. TO NOT ALLOW EXFILTRATION ON 6.0"[152 mm]MIN- ELEV.129.25 41.25' DETENTION A (9 CHAMBERS PER ROW) SIDES AND BOTTOM OF CHAMBERS A U- 20 MIL LINER WITH WELDED SEAMS 0 0- TO NOT ALLOW EXFILTRATION ON 9 SIDES AND BOTTOM OF CHAMBERS CULTEC NO. 20L POLYETHYLENE snF PORTAL CULTEC RECHARGER 280HD 12.0"[305 mm] 32.42 DETENTION B (7 CHAMBERS PER ROM o LINER TO SPAN THE ENTIRE WIDTH OF IN FIELD TO ALLOW HVLV HEAVY-DUTY CHAMBER (TYP.) THE SYSTEM BELOW THE HVLV FC-24 FC-24 FEED CONNECTOR Ix FEED CONNECTORS AND SIDE AS NEEDED t3 PORTALS 1 59' DETENTION A (8 CHAMBERS PER ROW) 4 52' DETENTION B (7 CHAMBERS PER ROM GENERAL NOTES ALL RECHARGER 280HD HEAVY DUTY UNITS ARE MARKED WITH A RECHARGER 280HD BY CULTEC, INC. OF BROOKFIELD, CT. COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF STORAGE PROVIDED=9.2 CF/FT PER DESIGN UNIT. RETENTION AREA A = 72 CHAMBERS (TOTAL) THE CHAMBER. ac 9 REFER TO CULTEC, INC.'S CURRENT RECOMMENDED 43 RETENTION AREA B = 49 CHAMBERS (TOTAL) ALL RECHARGER 280HD CHAMBERS MUST BE INSTALLED IN to E INSTALLATION GUIDELINES. lcl� USE RECHARGER 280HD HEAVY DUTY FOR TRAFFIC AND/OR H-25 ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND Ln FEDERAL REGULATIONS. APPLICATIONS. o ;4� %xv, rav Q04,4* T ir't EXTENDED DRY DETENTION SYSTEM DETAIL RICNA ml (NOT TO SCALE) 6 tb 33017 �4' T No. C, Y - co 6a"'N C- 10 PROJECT No. LE 480-30 Wim I I . I I I-11 I �:�V.W 12 �111 v�e,jl:-� ­�,�',_i Z'gj�� , , _��� , 0 _,­,��� .� - "I'll, ,, , , I 1,� ­­ ��,�,__,,� ... � . � � Zi"'- �� � � ��,�_�,.,,� I ��,���,,:i',.",,�� I,I��',�� :,�'I;, Il�e'li 11,� � I � , - - I, , -----------I I I ...................�_�'��, I 11 I !, � I� "it, I.. I ­����_��� � I�;�",�-_`:-- I I : �:�� 1W � �� ?i',� I �`00'! 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W ELECTRICAL LEGEND V 1 CONTRACTOR SHALL CLEAN AND RELAMP EXISTING N E40EXISTING POLE POUNTED 400WA METAL HALIDE 400 WATT MH FIXTURES PRIOR TO RE-ENERGIZE. EX FIXTURES AND RECEPTACLE6 E-EXISTING TO REMAIN 2.CONTRACTOR SHALL RE-ENERGIZE POLE MOUNTED Z Lai O ER-EXISTING TO BE RELOCATED GFI RECEPTACLES. W j RE-RELOCATED EXISTING - - 3.CONTRACTOR SHALL INTERCEPT EXISTING CONDUIT AND Q U) - WIRE FEEDERS TO EXISTING POLE MOUNTED LIGHTING - - - FIXTURES AND RECEPTACLE AND INSTALL J.B.ON GRASS AT ONE OF THE TWO LOCATIONS SHOWN IN ORDER TO 40OW MH,FINISH,POLE AND HEIGHT y EXTEND CIRCUITS.ACTUAL LOCATION OF CONDUIT INTERCEPT A� TO MATCH EXISTING -J SHALL BE DETERMINED IN THE FIELD WHEN DIGGING �( COMMENCES. 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