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HomeMy WebLinkAbout05110017 Civil Construction Plans Rcv. 2/1/2006 DOCSA TO _ 7815 - rt 10imk CAR, EL, INDIANA 46v32 DOCKET NO. 05110017 W 7 w O J LL- Q I _AvW SHEET INDEX: C001 SITE COVER SHEET C201 SITE PLAN C301 GRADING PLAN C302 EROSION CONTROL PLAN C401 UTILITY PLAN C501 LANDSCAPE PLAN C601 CONSTRUCTION DETAILS C602 CONSTRUCTION DETAILS C603 CONSTRUCTION DETAILS I W11-bild - L, �y]�LLJ ZJm I V r1_1 Z U cv o 0 me - c M N M 0 OVA JW '0 zc W Z -_ IN !� ZuLn v ^n v E� ~ J v 3 99TH STREET U J -' O } o CC) r_ 0 N a) ^ N Q Q Q O ct CO CO `l�`t O O 0 N N M Ca CO CO (B ti zMCn vr) cr) z 0 > _ _ w LLJ I Q W 0 w w �— 0 o ,_, ! O Z it I I _AvW SHEET INDEX: C001 SITE COVER SHEET C201 SITE PLAN C301 GRADING PLAN C302 EROSION CONTROL PLAN C401 UTILITY PLAN C501 LANDSCAPE PLAN C601 CONSTRUCTION DETAILS C602 CONSTRUCTION DETAILS C603 CONSTRUCTION DETAILS I W11-bild - L, �y]�LLJ ZJm I V r1_1 Z U cv o 0 me - c M N M 0 OVA JW '0 zc W Z -_ IN !� ZuLn v ^n v E� ~ J v 3 Z x 3 `0 3 U J J O o CC) r_ 0 N a) ^ N Q Q Q O ct CO CO `l�`t O O 0 N N M Ca CO CO (B ti zMCn vr) cr) z 0 > w LLJ Q W 0 w w �— 0 o N O Z �- L0 0 O 04 I of � U 0 V) ul V) -- 0 0 0 w Q w CL U U) 0 0 z W 0 V o W a I- w z UJ <:5 w a. 13 3: 0 w z W_ U) O Lu Lu m 0 w �- a a� V 0 J r- LL. 00 i- a SHEET N0. C001 NORTH 0 30 60 90 FHL GRAPHIC SCALE IN FEET- SITE DATA ZONING: I -1 MAXIMUM LOT COVERAGE ALLOWED: 90% LOT COVERAGE PROVIDED: 65% KEY NOTES AO MONUMENT SIGN, SEE ARCHITECTURAL PLANS QB STOP SIGN QC 24" WIDE WHITE PAINTED STOP BAR QD ASPHALT PAVEMENT OE LANDSCAPED AREA QF REMOVE EXISTING ASPHALT SHOULDER QG REMOVE EXISTING TREE QH EXISTING TREE TO REMAIN IQ DETENTION POND Q MASONRY DUMPSTER ENCLOSURE, SEE ARCHITECTURAL PLANS QK 6" THICK CONCRETE PAVEMENT QL CONTROL JOINT QM PIPE BOLLARD QN 3' WIDE CONCRETE MEDIAN OQ CARD READER Q P BLACK ORNAMENTAL FENCE AS SELECTED BY OWNER ® 24' SLIDING GATE TO MATCH FENCE ® GATE OPERATOR, MODEL 9100 BY DOORKING, INC. OR EQUAL OS 8' TALL PRECAST WALL, SEE ARCHITECTURAL PLANS LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT NOTES- 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. —ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. —ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. —ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS INHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. a --,--.--"--------.-�-,--.--,------.-�----------. ��r ------.-.-----'-,- ____ ------,---. 1. 1-1 J""�.,_ c-, ! CONTROL l01'ES 7 ,�, 1 t OEM= � � G mmm � wm� mm� - - G "� ammm mmon iw� mmms - G IN i " -, .11 �t r _� 11 0 o ti r v r - i f `1 �� �� LE ��` � Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES 0 -i i I I i i - - - -� -- -- - r - - - i-- -� - i �-- - - - -- - - - _ _ + 7 '_ _" _' '�� N THIS B12 SEE EROSION CONTROL INSTALLATION 1ION AND SEEDING SCHEDULE DETAILS. IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS SHOULD BE MADE I i i i i O 11 I � f I I i " " -_ -, -, __ - - - - - - - - Oq SILT FENCE TO REMOVE -r- --r- - I - It- ---r-- 1-11 CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE 613 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE DEPARTMENT 317 -571- A2 11x17 INCH PLAT I 2600 � , , S INCLUDED 1MTH THE SUBMITTAL. RELEASE OF POTS ( )SHOULD BE CONTACTED IMMEDIATELY TO - - 1 - i. � I i i I �` POTENTIAL POLLUTANTS D 'I 11 11 +--- ` -° '_w ---�_ .- �_,..,/ z.� DURING CONSTRUCTION THE CONTRACTOR SHALL DETERMINE IF FURTHER MEASURES ARE NE I ' `� A3 THIS P IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR NEEDED. I I RIP RAP Q Q PROJECT INVOLVES THE CONSTRUCTION OF TWO STORAGE CONDO BUILDINGS, SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY B1 ENTRANCE DRIVE, STORM SEWERS, AND OTHER SITE - RELATED UTILITIES. 4 SEE EROSION CONTROL INSTALLATION DETAIL. I I I i IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE i } �' ��`` APPROPRIATE AUTHORITIES BELOW: B15 NOT APPLICABLE. F A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. I � I I 'f A f,_ CONSTRUCTION LIMITS - - - - - - - I EMERGENCY RESPONSE 911 Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST - DEVELOPMENT. OIL ­­_j - � I I A5 LEGAL DESCRIPTION: 39'55'56 N, 86'13'48 W (NAD83) CARMEL FIRE DEPARTMENT (317)571-2600 �� I � A �r y -�._ '``� APART OF SECTION 7 TO GREASE, ANTIFREEZE, GASOLINE, ETC. MAY OCCUR IN TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, LIMITED AMOUNTS AS A RESULT I ( ) OF THE MAJORITY OF THIS PROJECT SITE B I . INDIANA. SING USED FOR TEMPORARY �� i �`� � � t,.. ----- � - 'IN � CARMEL POLICE DEPARTMENT 317 571 -2545 PORAR __.____._ I Y CUSTOMER � I INDIANA DEPARTMENT OF NATURAL RESOURCES (812 }477 -8773 PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL TEMPORARY SEEDING A INDIANA DEPARTMENT ��` - O T OF ENVIRONMENTAL MAI NAGEMENT (317)233 -7745 BE LITTER AND TRASH DUMPED BY VISITORS TO THE SITE, A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN \ 4 1 HAMILTON COUNTY SOIL AND WATER (317)773-2181 1 s E i I j' 1 •_ 1 I ,.� PERMANENT SEEDING :1 C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED - - _ © A7 HYDROLOGIC UNIT CODE. 05120201090070 1. CONSTRUCTION EQUIPMENT I - .' BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS. FINALS ST ABILIZATION T BILIZAl10N OF THE i SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF 1 'If ,"', ' A8 THERE ARE NO STATE PERMITS REQUIRED NEEDED FOR THIS DEVELOPMENT. A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS IN 0 ALL OPEN AREAS, I INVOLVING THE ADDITION OF LA LANDSCAPING WITH MULCH ON PARKIN TEMPORARY INLET PROTECTION G ISLANDS, AND PLACEMENT OF ASPHALT I i (DANDY FLUIDS TO EQUIPMENT SHOULD BED ' 'I'll ONE IN ONE LOCATION, AS DESIGNATED ON PAVEMENT. BAG II} A9 STORM WATER WILL DISCHARGE INTO AN EXISTING SIDE DITCH THAT EVENTUALLY SHEET C301, SO THAT SPILLS ARE FLOWS LIMITED TO THAT SPECIFIC LOCATION WHICH I it I TO PAYNE BRANCH. WILL FACILITATE THE CLEANUP I...�- ---N*.- \4 I �,. ,�,r, OF SPILLS. IF AN OUTSIDE FUELING TANK IS C3 THE CONO OWNERS ASSOCIATION SHALL MAINTAIN ALL I -� __ �`' "�F: EROS PLANNED TO BE ON SITE IT SHALL BE DOUBLE AVEMENT AREAS ON A ION CONTROL BLANKET A10 ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE ARE BLE WALLED AND STORED IN THIS WEEKLY BASIS. THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED SURFACES AS WELL A ,; 11 r } ! I'f SHOWN AND LABELED ON S COLLECTION OF A i 'I THE PLAN. ANY LITTER. ALL GREEN SPACES WILL BE FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE MAINTAINED WITH REGULAR MOWING DU 3 f `_, at RING GROWING SEASONS. MINIMAL FERTILIZER I ( I , i °0 A11 THE ULTIMATE RECEIVING W FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED APPLICATIONS WILL OCCUR TO THE G '. WATER IS PAYNE BRANCH. GREEN SPACES, I SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. � � -� I �s; `- � � _,/ � � SPILLS ON HARD SURFACES � SHALL BE SOAKED UP BY AN ACCEPTABLE IN ADDITION, DUE TO REDUCED CAPACITIES OF THE DOWNSTREAM SYSTEM, THE I I I �; Al2 THERE ARE NO AREAS ON SITE WHERE STORM WATER MAY POTENTIALLY ENTER MATERIAL SUCH A. AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN DETENTION POND SYSTEM HAS BEEN DESIGNED TO RELEASE NO MORE THAN 0.25 A PROP ER MANNER. THE SPILL S HALL ALSO BE REPOR I ] I TED I � T_ �� �`� 00 ��-- � I GROUNDWATER. � TED IMMED ! i IAIELY TO CFS /AC. OF PROJECT AREA, WHICH IS GREATER THAN WHAT IS TYPICALLY R 11-IE CONTRACTOR'S SUPERINTENDS SQUIRED --- i � I I _� i I A13 THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE. IN HAMILTON COUNTY. THIS WILL PROVIDE EXTENDED DETENTION TIMES, INCREASING ..- { THE POTENTIAL FO . I i R SEDIMENTS TO FILTER OUT WITHIN THE PONDS. POST . 3 O.• ( - MULCH+ . I I i ci_� i ; I A - B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE 14 PRE- CONSTRUC110 CO N I I ='� 1 PRE-CONSTRUCTION PEAK DISCHARGE. 2 CFS (10 YEAR) E UI STORMWATER QUALITY MEASURES WILL INCLUDE EXTENDED DETENTION, 11­ I : I I I C�t,w- i I 0 Q PMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE A VEGETATIVE SWALE NEAR THE NORTH SIDE OF THE ENTRANCE, AND AT THE OUTLET __ -,- ,- -I. � i POST- CONSIRUC110N PEAK DISCHARGE: 0.50 CFS (10 -YEAR) DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CON I DETENTION IS PROVIDED ON -SITE THROUGH 2 INTERCONNECTING DETENTION AREAS. CONSTRUCTION OF THE DE1EN110N AREAS. IN ADDITION, WETLAND -TYPE PLANTS WILL BE INSTALLED I i i y ! �.j., -� , t I ; ; I I 'I , I SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ON SITE, IT WITHIN A SHELF JUST BELOW THE WATER SURFACE OF THE DETENTION PO i . SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. NOS. THESE -' i I to 1 A15 PLANTS WILL j I I cri * � ADJACENT LAND USES. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE AID IN FILTERING POLLUTANTS FROM THE OUTFLOW FROM THE PONDS. . , . i I 0 , I T_ .i I i It .I � i T_ / I i 4 I i EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS C4 NORTH: INDUSTRIAL THE POST CONSTRUCTION BMP FOR OVERALL c-, / i ., I i i ! (_ 1 0) -�._, A STORM WATER WILL CONSIST OF THE Z�,, 1,; i I I -_ I - K 1. CO / m ON -4 " i SOUTH: INDUSTRIAL I SHOULD BE DISPOSED OF IN A PROPER MANNER. ITEMS DISCUSSED IN SECTION C3. - - - - -- - -- - - - -- - - _ �� ,,' -1.' - _r- � ! EAST: INDUSTRIAL C. ALL REUSABLE FLUID CONTAINERS SUCH A I I >_ <1 S GASOLINE CANS, SHALL BE INSPECTED C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION MEASURES WILL BE THE # ; ' ' WEST: INDUSTRIAL I L _ - F A , i I �'` � E>j � � s OR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID RESPONSIBILITY ,,. -� _ OF THE STORAGE CONDO OWNERS UTILIZING PRO11 I CEDURES OUTLINED <','k . Li W I I A16 CONSTRUCTION LIMITS ARE SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE ON THESE PLANS THE MAINTENA I I I ... 'L� t I NCE E SHOWN IN THE PLAN VIEW. N NCE GUIDELINES CONSIST MOSTLY OF GOOD CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE HOUSEKEEPING MEA SURES. AN I/ I ` -�-- -� fj ''� � J Y GRASSED OR VEGETATED AREAS THAT EXPERIENCE I tlt . f i 1 CONTAINERS, SUCH AS GREASE TUBES AND LUJ, BRICATING OIL AND BRAKE FLUID EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON ' 1 'A' LL �1_ A17 VEGETATIVE COVER IS SHOWN IN THE PLAN VIEW. AREAS NOT PAVED ARE GRASS, CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF I ''' I r I+ L`- % I _ IN A PROPER AS POSSIB",/ 1\� LE. TRASH OR UTTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON WEEDS AND BRUSH. THE �_ ,.- -f,',� � 1.' r I . ! %''� ,/ PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND i f DOWNSTREAM f o CONSTRUCTION SITE. WATERWAYS. I ti `� '� z A18 SOILS INFORMATION: 1 I i % I 1 I I � 1, 11 : , , X j a 1 � 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING I `\ 11 �, '. I.- \ I I I / N, I I 11 - .. Br BROOKSTON SILTY LOAM EROSION OF THE DETEN110N POND BANKS SHOULD BE ADDRESSED AS SOON AS IT '_,�­ �_' `­­ / I I BECOMES VISIBLE BY FILLING THE ERODED AREA WITH SUITABLE SOIL AND A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR ESTABLISHING VEGETATION i , � . , /I Ll I I -a -, � '. � .1 � � THIS SOIL IS A I _Z '11_', ! 11 � SILTY IN TEXTURE AND ON DEPRESSIONAL UPLANDS. IT TO AND DURING CONSIRUC110N IN THE PROPER SEQUENCING TO MINIMIZE MMEDIATELY, PREFERABLY BY SODDING. THE SAME ,� i __ 0 3 0 6 0 9 D DARK COLORED, ZE SOIL I IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH EROSION. EROSION CON MEASURE SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR SWALES. THE vi __. -- __.._.._. __. - - -- . i _ ` j -� _ TRO _;._ - - -- ' i -� -_ ��_� AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTE LS SHALL BE INSPECTED AND MAINTAINED AS PONDS SHOULD ALSO BE MONITORED FOR SEDIMENT. IF THE BOTTOM I I I I / _____ R CONTENT. IT HAS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE RECEIVE SIGNIFICANT SEDIMENT LESS OF THE PONDS COMPACT TILL STARTING AT A DEPTH OF 40 T THAN 4 FEET DEEP 0 INCHES. THE MAIN SOIL SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS ( }, 11-IE SEDIMENT SHOULD BE ,-. 1 i i � l { � � i r�_.__._. � •fY . I GRAPHIC SCALE I N FEET FEATURES THAT AFFECT THE URBAN D BARE REMOVED AND REPLACED ON SITE. AN E DEVELOPMENT USES ARE SEASONAL HIGH WATER SOIL DURING DRY AND/OR WINDY WEATHER AND BY A ENGINEER SHOULD BE CONTACTED TO IDENTIFY TABLE, / APPLYING WATER OR THE SOURCE AND RECD ,I` , HIGH POTENTIAL FROST ACTION MMEND REPAIRS. I i I 1 MODERATE I ; F i '_ _", I I i I I j � i I � 11 ;3 1 i \ I x I /I 11 ,' SHRINK -SWELL POTEN I TIAL, O1HER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL ___ - I MODERATE PERMEABILITY AND PONDED SURFACE WATER. UPON � , il i' COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS. ANY LARGE QUANTITIES - J .- - - I - - _ L - __._�t j ., --- I.- VEGETATION TEMPORARY EROS ! I/ d ` . 111�_ - - J 11 - 11 7 ION CONTROL MEASURES SUCH AS SI I l i 1. /' __ ! ! I - - 7- \ a -'__­1__ - 11 // /- I. BECAUSE OF THESE ENGINE LT FENCE, OF FLUIDS SUCH AS OIL ANTIFREEZE, i 11 � I I I ERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS BRAKE FLUID, ETC. FOUND ON THE PAVEMENT CHECK DAMS, AND INLET PROTECTION DEVICES SHALL BE REMOVED - -- _ - FOLLOWS: FULLER ENGINEERING B I IN A SHOULD BE REPORTED TO THE OWNER I __ } ` t >.� BEING A COMMERCIAL DEVELOPMENT WITHIN THE MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. AN THE OWNER SHOULD CLEAN THE POLLUTANTS ­_." JURISDICTION OF THE CITY OF CARMEL AND A Y AREAS DISTURBED AND PREVENT 1HE SOURCE FROM ENTERING THE SI �____% I � , 11 _. . � _,.._ ' ,' �1 H MILTON COUNTY WILL HAVE TO ABIDE SITE IN THE FUTURE. FINALLY, i I I - BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. PAVEMENTS SHOULD A ­­ % I % / _-, I � "I � - 1_ i � \/ / - - I -_. _­­­ 11 . BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE k ! ". I � : .. I i t _­ I i� i �\. i` -_ . I', _7__ , %1. \ / // I ., 1. I I < � � /it , I 11. -,'_ 1_. I -1 'll, %11 r!,� , " I I � I- � WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS B. LARGE WA AREAS. IF POST - CONSTRUCTION EROSION IS OCCURRING, THE SOURCE SHOULD BE c, I i% � / / � I . ��%, �', 1 %7 STE MATE i '), I,., i 11 11 -_ I 01 � I I / 11 / - cl." ,,-L I CREATED BY CUTTING, SAWING, DRILLING, OR OTHER RE- STABILIZED AS SOON AS POSSIBLE BY SEEDING, SODDING OR MULCHING. DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED DETENTION OPERATIONS SHA LL BE PROPERLY DISPOSED OF IN SUITABLE ON SITE WASTE BASINS AND THEREFOR J .-__Y . �' i / '� a' ~? E BE PROTECTED THE BUILDING WILL BE OF CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE D I i I ; 11 FROM FLOODING. A LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A I Y AT A ! ­ I -- I r i ,� H HIGH WATER TABLE IS MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS ­."I a­A ; I �. . I PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE OR i, i i I �~+ i I 1 I �­! ?I � . I OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE � ", �._ i'" c _ I 3 1 ; / ADEQUATE SUB -BASE. ALL SANITARY SEIh'ERS SHALL BE PUBLIC AND THEREFORE NO !1. I k.:,,) CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SEPTIC SYSTEMS SHALL BE ALLOWED. I } r i SMALL PARTICLES SHOULD B E PERFORMED IN ONE SPOT IN AN AREA i I �'` r '� f I I ` -` PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF . �� ` # I ! CrA - GRUBBY SILT LOAM 0 TO 3 FREQUENTLY TO MINIMIZE WIND DISPERSAL. �\ !j ,/ `�'> PERCENT SLOPES N I I � THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. I T IS PACKAGING USED TO TRANS } \ ` d - 1, ii-� I " / ; i j . , , ' �` > il~ `� t DEEP AND PORT MATERIALS TO THE SIZE FOR CONSTRUCTION I SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS i ' � ' '' ,% - � � � � �'. �_ � � AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. T. THE TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJ "", f ECT I s > ; j i SOIL HAS COMPACT TILL STARTING AT A DEPTH B - , BETWEEN 20 -40 INCHES. THE MAIN IMMEDIATELY OR STORED ON SITE FOR FUTURE USE. PACKAGED MATERIALS - I i ___.�_ SOIL FEATURES THAT %, � i I ! i I AFFECT URBAN DEVELOP i 11 ) i � ; I .1-1 .- ! i i I !^ MENT USES ARE SEASONAL HIGH WATER STORED ON SITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING Q I _ �; TABLE MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND I ,� !fm t �° SHALL BE REPAIRED OR DISPOSED OF PROPERLY. �. ` SLOW PERMEABILITY. j W r tA'.> p `\ 1 lj a ' E ji - - ALL DEWATERING ACTIVITIES SHALL / I o s, it �`'' I -.C;-j BE ." i _ ` BECAUSE OF THERE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED i C. DONE IN ACCORDANCE TO GOOD EROSION i_ AS CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT -, { I A FOLLOWS: FULLER ENGINEERING 1: � n t Q , ' `� -,_ _ � Ff I 1, , BEING A COMMERCIAL DEVELOPMENT WITHIN THE BA GS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING ll i 1 �� -�. �, JURISDICTION OF 1HE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE DEVICES WILL REMOVE LARGE QUANTITIE I I � i . z ---_,,--_ sm � I S BY THE CIiRRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT PREVENT Q OF SILT, SEDIMENT, AND DIRT AND CONSTRUCTION SEQUENCE " i I '. � I - ., . , NT THESE MATERIALS FROM ENTERING THE STORMS 11 1 1 �. �, -1, 1\ ­_ 1, t . I w _:j ,----- 1,�. •_ WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS I EWER SYSTEM. '�' `{ t ELEVATION OF THE PROPOSED DETENTION D IF THE 1 I L�,._.___ v._ i cy;, '` y DEVELOPMENT BE WELL ABOVE THE 100 YR. USE OF U SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON COUNTY SOIL AND WATER �� A rY� � }�! ` y � �� BASINS AND THEREFORE ME IS USED TO STABILIZE II�E SOIL OF 11�E SITE THEN ALL W. BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF .c;'} �- C-3 I , 11 � CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL CONSERVATION DISTRICT (317) 773 -2181. a I 1 _��, 7 I I , . --i - I 11 w I LARGE SLAB TYPE CONSTRUCTION. IN CASE ­- S WHERE A HIGH WATER TABLE IS CONSTRUCTION WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE I i I I I I - W '' a ;'-' -w PRESENT SPECIAL FOOTINGS SHALL I 11 i I CL �, , - BE CONSTRUCTED. ALL ROADS WILL HAVE PLANS. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE I I i A w I ]� I � ?�: i .i I I : . . I, , I I f ;` I `� `.1 ' _�_ ADEQUATE SUB BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO AROUND PERIMETER. i I 1 ! ; 1; i � I I c?" : SEPTIC SYSTEMS SHALL BE ALLOWED. E. NUTRIENTS AND FERTILIZERS SHALL 0 3. INS il ,! �� //`� I obi t t i ~� ( 1 y', I I ONLY BE USED TO ESTABLISH RAPID VEGETATION. TALL MAINTENANCE, REFUELING AND CONCRETE WASH -OUT FACILITIES AS SHOWN. -11 i 0 ; r riLj_ u A i I 2 i a 0f L�J � � f { �, -, , 1 _ A19 ALL PROPOSED STORM WATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED N THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT _._. ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 4. CLEAR AND EXCAVATE DETENTION BASINS. i 1 J !__ ^ r � .114k - f "^ INFORMATION CAN BE FOUND ON THE UTILITY PLAN. L�'t t.� ! '..j .A . ( 1� .r 3. CONCRETE WASTE WATER 5. INSTALL EROSION CONTROL BLANK I x � 7 Q �_ ET ON POND BANKS.. t ''� 1 � i ­_­.­.,_._ '.­_­__11_,_ ..''.- c� `� A20 THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLAN i LLJ z _ _ i 9 J , z i _A_� ,I- } f - w_. ,� ED WITH THIS PROJECT. ___._.____,_ I -D " Q _ -. - ___ . ? �______ . T. __ Q w A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA AS 6• STRIP AND ROUGH GRADE ENTIRE SITE:. DISTURBED AREAS ARE TO BE KEPT TO A i A I i � 1: i i0 , A21 THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT. � ( tt , !"t `� ° {=--•___._ ' °r SHOWN ON SHEET C301. THIS AREA IS A 4 HIGH, 10 DIAMETER DOUGHNUT MINIMUM. CONTRACTOR SHALL CONTROL MUD A 11 1 If ;I CCUMULATION ON ALL STREETS I: !; I O. , `' w a; I? j i: I 0 TYPE MULCH BERM WHICH SHALL BE CONSTRUC110N OVER A GEOTEXTILE SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE % A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. FABRIC. THIS AREA SHALL BE INSPECTED CONSTRUC '' 3� I ,; / ��' Uf Z, �s �'--':, = Z U L _.. -__ ECTED ON A DAILY BASIS AT A MINIMUM, TION TRAFI=IC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY e- ., j F- - ,,; WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED i I z UTILIZING SPRINKLING CALCIUM CHLORIDE VEGETATIVE COVER SPRAY ON ADHESIVES OR ! A23 PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER OTHER APPROVED METHODS. '' I � , , �__ � �� PATTERNS. ADDITIONAL SPOT SHOT INFOR 1i ,z ' ` ' '� ! - > NATION CAN BE FOUND ON THE GRA !� DING MANNER. 1 ' t. 1 O I -.; __ I 1; w 'j -.+Q �' f j° `_U _i PLAN. 'I -1 �, j, 0 I �� INSTALL STORM SEWERS, INLETS AND INLET PROTECTION. FINE GRADE BUILDING A ;� 'j z k ► - - -� ' 'I- P DS :::::- 4. PAINT PRODUCTS AND BEGIN FOUNDATION. A i i Wit::;=: ( y. B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE 12 DIAMETER STRAW, COMPOST OR COIR LOG SHALL BE J 11 I N 3 o =� INSTALLED IN A HORSES 6. HOE FASHION IN FRONT OF STRUCTURES #2 AND #4. EACH 7, 1, F- ! J �" �. i! :: 1, WASTEWATER, TRASH, FOSSIL FUELS, OIL, GREASE AND PAINT. EXPOSURE OF THESE A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE END OF THE ROLLS SHALL I I- � r _._ I 0 POLLUTANTS TO STORM WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING ! w z - V MANNER BY WI-!IC EXTEND TO I . I ,:�,.,.:.,=,.�:� " , HIGHER GROUND. H THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES }.w...uar__s9 j \ �a O ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING MAINTENANCE AND ES i "I, �I A "' A -1 �~� SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF I 8. ADD STONE TO BU z I i \ \ I ILDING ILDING PADS. ! I w_ _ ___ ._ __ __._ _ ___ H_ ._. _.._._..0__. __ ____ _ 4 __-___ w . ... _ _ __ '. - - PORT -A -LET PLACEMENT IN DESIGNED AREAS AS SHOWN ON THIS SHEET. SOIL SANITARY SEWERS S r _._ _-._._ . _. - - - •- I _ TORN SEWERS OR DETENTION BASINS. ANY I VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. 9. INSTALL UNDERGROUND DERGROUND U11U11ES. 1.�_, O _ __ -_ - __ U F= � } IN-._. . a_ __ I i, I .�, I - ��__ 11 ! i ~� ~- =� _ ___.y_ _ „_ _ -.. _ 62 CONSIRUC110N SEQUENCE: SEE EROSION CONTROL PLAN. � , -,\ j I - D I 1 3 I / L.L. >. \. --` - _ _ - - � 4i i IN "I ­,­-----;:-In-=---= --- =r_�:,.�_�,.­_,:__*t��: '1:i 10. INSTALL CONCRETE SLABS AND FINE GRADE PAVEMENT AREAS. __ .._a_._ 'l :.._ .1 r -.._. .- __. -._. _ _. _ `� �° - __ ._._ APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN 4 __­ ____ _ :_ f -1 f "I _ _ �� � -_ - _ _ _ _ �--� . ___ __ _ _.. -"-",- : _ - ____ _- �._. _ THE PLAN VIEW. SEE THE DE A --.--- z _ ., , ­­-, 69 DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS rJ's I -w _. i �µ « - _ EACH MEASURE. 11. STONE PAVEMENT AR . , O , . �. q. _ v__ 4_ ^ _. ___­­__.,_ t _ __ .: O f, I 1 i � , i i I, " ; 1' '' �_ - -� -_ - _` _ - ­-` Q 12. CONTINUE BUILDING CONSTRUCTION- APPLY PERMANENT -- - - - -_- --,___ -- ,; � _ ��---- __ . _ % __ - _ �_ _ _____ _ _ _ _." -- _ -� __­­1 . _ -- _.w_ w _ ... _._- -.. _ ...__ - M...- _.__ ._ _._, :: - B10 ARE ANTICIPATED TO IMPROVE WATER QUALITY BY ALLOWING T SEEDING I _I _ - PONDS VYING Q I ! -" - - -_ �._..____. _- - x SEDIMENTS TO SETTLE AND FLOATABLES TO BE IDENTIFIED AND SKIMMED. i I ; a -_ _ - 13. ADD BINDER COURSE ON PAVEMENT AREAS. .. . . - , , - .1 � � - , z '. 11'."', z i .. .. _ _ - - 1, i , " peKy i 4 B11 SEE SEEDING SCHEDULE DETAIL. I I . 1, ^ r , , , �, ,�_.�­ . r� �e� � .1 {..L .. - -1 t � I . - ­1 V_ , i jtt 14. INSTALL LANDSCAPING. � .. i m .\ ` _ , �% .: . ?n : '. # ;�.� ,� . +` .-` i_, s'. `� - - +•: .1, � �, ` .nit" Y- P '.! :^�' , - 1. �� 4 ♦_ .. ,Yg _ _ . . .. �;t " " , � - Fh � ♦y1. .i j- , ��, -, __ ._ i r• V r. - - - _ 1. _ t Y .._ . _..ry -]� - : iA W ., 1..: /� `�! '.:: �V I k•* f _ , 4 P i. 4, Y' �.,- 4 F�F ; = , t� 4 i' a_.. ___ - to I �- o� . _µ `', ^�, _.____. 04 ..�_ = 15. COMPLETE BUILDING CONSTRUCTION. , - ; . ; "I ,-- % / / 17`10) 1. �'. - ". �': __ 2, z I , . I I ­��,_;. I 1. - I _il .r - t -- o o - - . I % 16 ADD SURFACE COURSE OF ASPHAL I . _. _..__ .-.. _ . , fi X I . $ - i 'a ,S I � }jj ;,r a z ' r it a �r ;..,n..__...___ _._.._..a,.._.._.._ + _. _ - - - Fe r ... ....___.. _.__._ <..�. __ 1, j - - 4 ��` inn / 1 _ , _ .. r i ° -: {? t ' . ': i -.. ..'.�� �v }. �. 4, i". �-' gTg1�, , -1 E , , ___ _ .. -. s- 17. TEMPORARY INLET i I _.,_ - �� - k s. r: �. 4 T PROTECTION SHALL REMAIN IN .... PLACE UNTIL ALL AREAS ARE _. -.. _ 1 r- _�., g . s j i ry f.t _ 7 J i Z a. :d , r r, - } i f , ;�1.f,✓ i. �;. '_-. ,_ 1 y r, �. •. •�N� {:J,* .. _ .s" .a "�VI•, n +"F .6: f - p _..a-_ __a__.... ly O ,- t . - - _._._._._. _.._ _ -.... ..__. - _, ^:..; ,.. STABILIZE I I (, r' �`'. '; .`;.. to ...l ip ,. ,,..� - - - .. - ..- r_,:.. _ `'y; _ I f I 1 •sue" L I -. ..« _.__ Aer - _ ... I t '° , I w ....._ - i . ...,�.__.._.._. - ., ..............._.. _ , _ n- err a.: � - ^',� � � �w �:' ._ _ �^ .,.- a.._aaa.......,._ -_..Y. -.,,..... y ._ .... .........._._ _....-..»..._._...__ ; ! Y _ k :a - .1 , , 0 0 .. • e _. _. ; __ k V 1 ._ _._.v._ ._._,_ ' _ �x h . �.......�..... { e J 3 �, ....- ..__..__. -_.... -- a_..,. - - 'y ..4 - . r _ _ i.i J �..... , 1 "y t _� �• _ _ xi; i " I'- (­� 11�v__ n �.' .._ ..._.- ......_ . -.... .1 . I S ___._._ ._....-- _...._ ,. - __ - - : _______.­­_­_ ­__'___ I � - , - �, r ". 3 , 4 ; � ....... _..._..� a r / .-,, 7 ." - - I .I- I _ __ _., " _ , «..�- _ _ - - ­ - a �� . . _..w__ f } i( 4 "- ti .,.u... .a_.__._ t ... _ - r, � , \­ - -- y K r -. .- s 'eSisx� I ._- ..�_._.� Z...1 ---_ --.__ _.. . _......:. _ - - .. T . «. �. 3 .__ i _ j a, i i - 4 ._, br.. ,'v-!ti...._. .._ w Ems ti.-,. � . � •' `, i__- ^ . .l l I 1 . _ ( a 1 .. tt �{ {j 1# - off *> .L - _ '} 11 ..w ._t.. i a-.. . -{ i 1 1.../' '( -t Y 'f' Y , r ^ .a- �__�'r 4:. c L1w .ti -..� -• - ..a...... _- --- - ._..... - .3�: uj WQ � o > (0 Of - __ - I_ - __ ___ - __ "'11-� _.._������ -I---- ____., .1- _­ ­­­ 1.1.1, I ­­ -,-"-,- ---------- ­ ___ ____ ­_,_­ ,___­ __­_­___,_­, __ - __ - I - 11.1 _­_�._'�� __ -"--,-" �-1. �'..­ , , "" _­ --I - I � - I - . - I � .I - - I I I � � L ' ­ . � -I . . . - - - ----,,-,] _____-_ - ____ .--"----,. ___ :.t SOILS FW AP NO SCALE DON'T DIG BLIND "HOLEY MOLEY" 1-800-382-5544 CALL TOLL FREE i I � I 60 R/W I RIVATE STRI I i II II �I 0 Q � w' 0 INS Q NORTH 0 30 60 90 GRAPHIC SCALE IN FEET , Q , L id l , + F j i _ €t 7 i #' 01i i :.ET TAPPING SLEEVE . & VALVE LOT 4 BLOCK 6 i I LOT 3 BLOCK 6 ' (STANLEY STEEM ER _ - I STIR. 9 - CONC.. END, SECTION (FULLER ENGINEERING � 1 : INV. _ 887 r-- TRANSFORMS____� __ z _...e�_..� �___-- ___-__-_ __.._.__._._w.____ ELECT METERS AND i .;: {MASTER €WATER METER PIT 1 1 /2 WATER ----------- t SWITC G R - ,3 h _ 1 1/2" WATER G G # UE ` W W W # 6W - a ` Lo I { R I GATT 0 STUB I I /4" WATER ERVICE (TYP)(20) GAS METES BY VEC REN 1 co + I STALL N E LATERAL 4 U ER M I HATE W TER LINE 4" F EXT G H. 7A PE CTRWD I SIDE BUILDI G WALL ® " � EXT'G1 - =1�� NDARD E.QUIREME TS 17A r'` _ ABOVE FLOOR AND CAP (t p) t` ! I V.- 880 okl t; DETECTOR LOOP Yj[ SEE ELECTRICAL PLANS IMMUNE ii 36 LF 6 PVC SANITARY LATERAL ® 2.0% (min) „ - ADJUST TO -� - -j - .. 6 W �2 _ 20 LF "4" UNDERDRAIN (TYP) FINISHED GRADE j CLEAN -OUT, INV. 882.50 I f - `' �. t 128 LF 6" PVC SANITARY LATERAL C� 2.0� (min) { LOT 5 BLOCK 6 T 77, { / 40 LFN4" UNDERDRAIN 1/2" WATER -� 1.905 Acres I { / ! STIR. 5 - CONC. END SECTION STIR. 8 - CO END SECTION 141 LF" 15 RCP C� 0.27 _. 4 ,� o o �- --1000 GAL. CONC. SEPTIC TANK INV. 887.26 I 4 f t INV. 887.5 0 pqo . FOR - p.3 i R.V. WASTE BY HARTFORD 8„ RGp ® STIR. 7 - 1 N LET TYPE A I ,- PROpQ UAL LFN1 _ T.C. 890.44 e , ) g7 \ STR. 6 INLET TYPE A INV. 887.91 : T.C. 890.44 ; =jR.� { ' '; } INSTALL NEW LATERAL 26' U S INV. 887.52 .: } / 46 LF 6" PVC SANITARY LATERAL @ 2.0% _ . ` ' { OF EXT'G M.H. 7A PER CTRWD - ..D ' 47'`,21; "RCP I , I ° ^ t STANDARD REQUIREMENTS FINAL OCATION F HYDRANT i I Lj :a; } CLEAN -OUT T BE ADJU TED BASE -3/4" WATER SERVICE % INV. 883.42 ON D00 LOCATIONSI _ r} TERMINATE WATER LINE 4 STR. 4 CONC. END SECTION ELE TRIC METERS AND INSIDE BUI DING WALL CAD 6 ��y,s_...�.:`_...__.�a�.# SWI CHGEAR i �1 �5�° I INV. 887.26 X 0 • 15) GAS METERS BY V TREN ABOVE FL OR AND CAP (ty) @ I ( ) U E ....i..,. ' J Y J . ' 1G G W l, �1 + r' • •. o : � v mss• �s• f•f• €_ #_ .- - i j I � � STN. 3 - ;CONC. END SECTION SOON NEEI SOON NONE 0000 NOON I i t i 1 1 2" WATER INV. 887.10, / 1 1/2"' WATER �ff - > TRANSFORMER PAD _ It i ;• fi a f � STIR. 2 SEE DETAIL T.C. 89 0.50 } Li L, i� ....I «, #N_ i i f } )) {,s #..KY, tr 1 i ✓ �..% , f V 887 3 # ., IN 10 � -STR. 1 CONC. END SECTION •, ;,; INV. 887.04 fir/ r'•' { � 1 j f' # ( 3 f ' ' A j ' Z i i � 1• 1 i ' Q 1 � # I , . S , j i I LEGEND EXISTING PROPOSED o STORM CURB INLET ❑ STORM INLET 0 STORM MANHOLE 0 SANITARY MANHOLE GAS SANITARY CLEANOUT G CONCRETE END SECTION SD STORM SEWER T UNDERDRAIN SAN SANITARY SEWER WTR WATER LINE 'a` FIRE HYDRANT O WATER VALVE GAS GAS G GAS UTILITY MARKER ® GAS VALVE T ELECTRIC UTILITY MARKER © PULLBOX TRANSFORMER UE UNDERGROUND ELECTRIC M TELEPHONE PEDESTAL UT UNDERGROUND TELEPHONE E-- GUY WIRE �- SIGN El 0 C:::::] 10" WTR 1011. 0 V C VL.. GENERAL NOTES 1. SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO LOCAL SANITARY SEWER SPECIFICATIONS AND REQUIREMENTS. 2. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 3. SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLITHIC, CONSTRUCTED OF CLASS "A" 4,000 PSI CONCRETE, AND CONFORMING TO ASTM C -478. 4. JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO ASTM C -443. 5. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454 -B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C. 6. SANITARY SEWER PIPE JOINTS SHALL CONFORM TO LOCAL SANITARY SEWER SPECIFICATIONS. 7. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 8. ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT. 9. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18� BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT PARTICULAR SPAN. 10. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1- 800 - 382 -5544. 11. ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS. 12. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 13. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN EROSION CONTROL BLANKET. 14. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING. 15. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING CONSTRUCTION. 16. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. r U J J m Z�� V� � � � O CO O U v ._I K N o ob C M CN M C -Iwo CO w �- �N ^c ZV Ln Q � M ^ M E �- y3 �/ /Z M �s > w ��u�u 3 U O 0 co .� Z (D C^ O N (1) � U) �Qa Q 000 ° (D coo �d-�t O .0 N N U M (1) c: (u co O C C:) �. z M CJ) z O V) w w U Fa- W Z 3: O cy_ W w � o Q N O Z € L0 0 o 04 I Z 0 °o w cn w Lo co V) V) U 0 LLJ w Q P- vi O Q w C CL D U go us# 0 Lu CL o y F4J o LL Lo co SHEET NO. C401 NORTH 0 30 60 90 GRAPHIC SCALE IN FEET y L.S�t I } _ i t t � t 1 i LANDSCAPE NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL DICTATE. IF 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION, 13. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT PLANT IDENTIFICATION BOX QUANTITY SHOWN ON PLAN DIFFERS FROM GRAPHIC PLANT CIRCLE COUNT, CLUMP AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 6 END OF ONE (1) YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 29 OF THE GRAPHIC CIRCLE COUNT SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 10' B/B CLUMP ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED UNTIL AN ACCEPTABLE STAND OF GRASS RED OAK 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL 24" IS ESTABLISHED. 2. ALL MULCH BEDS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD VIB —D NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. VIBURNUM X DENTATUM ARROWWOOD VIBURNUM BARK MULCH. ALL ANNUAL FLOWER BEDS SHALL BE COVERED WITH 2 �� SHREDDED HARDWOOD B/B PLANT 48" O.C. 14. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED FOR A PERIOD UNTIL FINAL INSPECTION BY THE BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE 8. ALL LANDSCAPE PLANTINGS, INCLUDING TRANSPLANTS, SHALL BE GUARANTEED FOR A PERIOD OF LANDSCAPE ARCHITECT. ALL STAKES AND GUY WIRES MUST BE REMOVED WITHIN ONE YEAR. UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING ONE (1) YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS ALL SODDED LAWN TO BE MAINTAINED FOR A PERIOD UNTIL FINAL INSPECTION BY THE OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATIONG, MULCHING, 3. BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND FLOWER OF LAWNS AND PLANTINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATERING, BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE EVEN IF THE IRRIGATION SYSTEM IS NOT OPERATIONAL AT THE TIME OF PLANTING OR IS NOTED REQUIRED FOR HIS PORTION OF WORK. INCLUDED IN CONSTRUCTION. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH 10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE 15. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS ARCHITECT. LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE ARCHITECT. REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE 16. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 6" MINIMUM APPROVED TOPSOIL PRIOR TO SEEDING OR SODDING OPERATIONS. OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS 5. NO SUBSTITUTIONS OF PLANT MATERIAL. WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN NOTED. 17. BACKFILL FOR TREE PLANTING SHALL BE 759 APPROVED TOPSOIL AND 25% APPROVED PLANTERS MIX. WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT 12. ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS DIRECTED BY OWNER. SEEDED TOP LAYER OF BACKFILL SHALL BE 1009 EXISTING TOPSOIL A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE AND SODDED LAWNS SHALL BE SEED MIX U FROM INDIANA STATE HIGHWAY SPECIFICATION OR INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. AS APPROVED BY LANDSCAPE ARCHITECT. 18. ALL PLANTING BEDS SHALL HAVE A SPADED EDGE TO A DEPTH EQUAL TO SPECIFIED MULCH THICKNESS. Jam.. ;, �� i A:�u ,�. �� i I ..'..1 `)..� I 'd Yw� PLANT SCHEDULE 1 ACE —S 21 PIC —P I 1 ACE —S � 3) PI COMMON NAME 52E ROO NOTES AME —C 10 AMELANCHIER CANADENSIS SHADEBLOW SERVICEBERRY 8' B/8 CLUMP BET—N 6 BETULA NIGRA RIVER BIRCH 10' B/B CLUMP GLE -1 10 GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLOCUST 2 1/2" B/B PIC —P 8 PICEA PUNGENS BLUE SPRUCE 6' B/B PIC -0 24 PICEA OMORIKA SERBIAN SPRUCE 6' B/B QUE —R 9 QUERCUS RUBRA RED OAK 2 1/2" B/B anr%uo,D EUO—A 0 EUONYMUS ALATUS 'COMPACTA' DWARF BURNING BUSH 24" CONT. PLANT 48" O.C. JUN —C 0 JUNIPERUS CHINENSIS 'KALLAYS COMPLACT' KALLAY PFITZER JUNIPER 24" CONT. PLANT 48" O.C. BUX —G 0 BUXUS X K 'GREEN VELVET' GREEN VELVET BOXWOOD 24" B/B PLANT 36" O.C. VIB —C 62 VIBURNUM CARLESII KOREANSPICE VIBURNUM 24" B/B PLANT 48" O.C. VIB —D 25 VIBURNUM X DENTATUM ARROWWOOD VIBURNUM 24" B/B PLANT 48" O.C. ORNAMENTAL GRASSES, GRAMINOIDS, AND FORBS CAL —A 0 CALAMAGROSTIS A. 'KARL FOERSTER' FEATHER REED GRASS 2 GAL. CONT. PLANT 36" O.C. PAN —V 39 PANICUM VIRGATUM 'HEAVY METAL' HEAVY METAL SWITCH GRASS 2 GAL. CONT. PLANT 36" O.C. L^ Trio SEED ALL SEED AREAS TO BE HYDROMULCHED SOD ALL SOD AREAS TO BE IRRIGATED MULCH SHREDDED HARDWOOD ALL PLANTING AREAS TO BE O A 3" DEPTH BARK MULCH GENERAL NOTE Quantity lists are supplied as a convenience. The Contractor shall verify all quantities. 4 � � U J > J m Z � i V E co O JZU NOpU N M N CA Z z v "' Q rr^^Z E V J W N� cn U u X� as, 2.. 3 U J U) o Z (D co Q. o m N O^ _� _cu LLI U) 0 �Qa Q — O qqt U� (0 CO � - �- O -0 N N �•—N MOcoco r... � M z cM U) C: CY) C i z 0 W W 0 FQ-; W z O W 0- W < \ N 0 Z � LO O • N O I Z 0 ° 0 1 cn cn cn L V) U 0 0 0 LLJ W • O Q W (22 CL U Ulf 0 0 Uj 3� 0 LU J LL >m V Lo VOM 00 SHEET N0. C50i 25 ELEOCHARIS ERYTHROPODA CREEPING SPIKERUSH PLUG PLANT 2' O.C. 50 IRIS VERSICOLOR WILD IRIS PLUG PLANT 2' O.C. 25 LOBELIA SIPHILITICA GREAT BLUE LOBELIA PLUG PLANT 2' O.C. L^ Trio SEED ALL SEED AREAS TO BE HYDROMULCHED SOD ALL SOD AREAS TO BE IRRIGATED MULCH SHREDDED HARDWOOD ALL PLANTING AREAS TO BE O A 3" DEPTH BARK MULCH GENERAL NOTE Quantity lists are supplied as a convenience. The Contractor shall verify all quantities. 4 � � U J > J m Z � i V E co O JZU NOpU N M N CA Z z v "' Q rr^^Z E V J W N� cn U u X� as, 2.. 3 U J U) o Z (D co Q. o m N O^ _� _cu LLI U) 0 �Qa Q — O qqt U� (0 CO � - �- O -0 N N �•—N MOcoco r... � M z cM U) C: CY) C i z 0 W W 0 FQ-; W z O W 0- W < \ N 0 Z � LO O • N O I Z 0 ° 0 1 cn cn cn L V) U 0 0 0 LLJ W • O Q W (22 CL U Ulf 0 0 Uj 3� 0 LU J LL >m V Lo VOM 00 SHEET N0. C50i NOTE: PAVEMENT SECTION BASED ON TYPICAL SITE CONDITIONS. ANY AREAS OF BAD SOILS MUST BE REMOVED AND RECOMPACTED TO 95% CONTRACTOR SHALL +CUT A SECTION FROM MAIN LINE SEWER. THE ENDS ARE M BE SQUARE. TW REPAIR COUPUNGS SHALL BE USED, ONE AT EACH END OF THE CONNECTION TO THE. MAIN . LINE. THE LENGTH OF -me 44 At I BE VI THIN 1/Z INCN THAT 4F . "B'. i�YE`S MAY t3E QOUBLE BELLED OR BELL.. STRAIGHT ENDED, C s' i t C s. c t i' NQTEi I.. PIPE BEDDING. FOR LATERALS SHALL BE THE SAFE AS FOR MAIN LINE SEWER. 2. NORMAL GRADE. FOR LATERALS SHALL BE 1/4" PER FOOT. 3. MINIMUM GRADE FOR LATERALS SHALL BE 1/8* PER FOOT. 4. ALL FITTINGS SHALL BE SDR .26. S.. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET BELOW ESTABLISHED GRADE EXCEPT YORE MAIN . LINE GRADE: F14S SHALLOWER DEPTH OR MIERE BASEMENTS DICTATE A GREATER DEPTH. 5. DARK END OF LATERAL, AT PROPERTY LINE VATH A METAL FENCE. P05T. EXPANSION JOINT (TYP) 4" THICK CONCRETE SLAB SEE DETAIL 6" 6" 1 /4 " /ft. 1 /4 " /ft. CONCRETE MEDIAN DETAIL NO SCALE MACHINE EXTRUDED CONCRETE CURB. PROVIDE CONTROL JOINTS 0 5' -0" ON CENTER. CURBS TO BE BONDED TO PAVEMENT WITH EPDXY RESIN PER MANUFACTURERS RECOMMENDATIONS. CURE AND SEAL TO ATTAIN MAXIMUM MOISTURE RETENTION. APPLY EPDXY SUNDER CONCRETE CURB ASPHALT SURFACE COURSE ASPHALT BINDER COURSE CRUSHED STONE BASE COMPACTED SUBGRADE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $75.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank " ?shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 5:00p.m. Monday through Friday: All District standards can be located on our web site at http: / /www.ctrwd.org /. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 gauge- stranded wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15.Call before you dig: IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. • SLOPE 1 WIRE FABRIC 3 B• OARS, 12"O.C. N BOTH SLABS TgOTH WAYS to COMPACTED �i.• �i"Mf�if�4�l•�i .- �- • -•�•- ��xa �._.., AGGREGATE TYPICAL TRASH PAD SECTION SCALE TOOL BOTH SIDES OF APPLIED JOINT SEALER EXPANSION JOINT 1/2- PREFORMED EXPANSION MATERIAL N o. 14 . e • w e .e • e .. e a EXPANSION JOINT TO CONCRETE SLAB BOTTOM OF PAVEMENT EXPANSION JOINT DETAIL NO SCALE 1/8"-1 1/4" DEEP SAWED FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER d/4 •a • e a • • • • , s . e •e 4. a, CONCRETE SLAB CONTROL JOINT NO SCALE NUT W/ LOCKING WASHER 0 STOP 3" O.D. PIPE WITH A SIMILAR COLOR FINISH 0 I CONC. OR PAVER SLOPE TO DRAIN FINISH - TI-114- SLOPE PER FOOT i co M co L= A 'CLASS "A" CONCRETE 12" STOP SIGN DETAIL NO SCALE METAL CAP REQUIRED 4" PI 1" vJ� Z J m Z V N o 0 0 J� N 2 CSM M 41 M � Z v Z 2 � W .c _ -4. — I� N ZV � � ^� mvEv 3 W �cn V CL.� U J J (n ^ O C: Z � � Q O o N N X LLI� �-621) 4� N Q Q Q � ° ;I- _(D oo O O N N C/)> CN CU 0r- 000 zch(n ��� Z O LO > W w Q w O w CL w � F- ° o N O Z o Z ° � vii V) CO U o w ` 0 Q w � � r I I 0 O U o w .1ea � W Qa Z O J 5; 0 STD. STEEL w PE PAINTED a CL J 0 w I � SLOPE CONC. 1" ABOVE & : FINISH W/ STEEL TROWEL I PAVEMENT 1" QD i� DIAMETER ' GUARD POST DETAIL NO SCALE MODIFIED PROCTOR. ED CAP DUND HEAD DLTS r4 en LU A.C. SURFACE ?" H.A.C. BINDER )MPACTED AGGREGATE #53 )MPACTED AGGREGATE #2 ACTED SUBGRADE TYPICAL ASPHALT PAVEMENT SECTION NO SCALE TOOLED CONTROL JOINT 1/4", 1 1/4" DEEP 6x6 - W2.9 x W2.9 WELDED APPLIED ANTI- SPALLIN WIRE FABRIC COMPOUND BROOM FINISH •. • ° %. • •• a ' , • io REINF. PLACED AT • 1/3 OF CONC. THICKNESS e GRANULAR BACKFILL I' 1I I NOTES: -� � � -� � �_� � � —� � � � 1.) CONTROL JOINTS 5' -0" O.C. MAX. RAINED S &WELL (SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 6" THICK CONCRETE PAVEMENT DETAIL NO SCALE W � Q Qv SHEET N0. 0601 EDGE OF PAVEMENT, CURB, MIN. 6" TOPSOIL TO GUTTER OR SIMILAR STRUCTURE ENSURE GRASS GROWTH 2 �!1 A DENSITY PLACED AND WALKED INTO Bc 4" • <° LEGEND ow to • • , Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL " N " " SHALL BE INSTALLED IN 6" 5 24 5 OUTLET PIPE d =DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE ' A MINIMUM 9" CLEARANCE • _ SHALL BE PROVIDED ON EACH ul • • SIDE OF THE INSTALLED PIPE r SEE PLANS FOR C P LAST I C PIPE PV ASTING TYPE � C &HDPE) 5" 5" TRENCH DETAIL 24 (WITHIN 5' FROM EDGE OF PAVEMENT NO SCALE w DIA. WALL WT. SEC. WITHIN 5' OF EDGE OF PAVEMENT ' B C D E R -1 R -2 SKIRT "B" BORROW OR EQUIV. GRANULAR 2 530 4 24 8 7/8 72 7/8 24 MATERIAL COMPACTED TO 90% STANDARD-,,,,, REGULAR NOTE: 3 1/2 15 2 1/4 740 6 27 PROCTOR DENSITY. ALL OTHER BACKFILL WITHIN 5' OF EDGE OF PAVEMENT 30 12 1/2 11 3 1/2 18 2 1/2 CONDITIONS REGULAR BACKFILL ALLOWABLE. A = 1.25Bc + 12" 27 6 73 36 15 1/2 12 4 OUTSIDE 5' OF EDGE OF PAVEMENT 2 3/4 1280 9 35 38 73 42 A = 1.25Bc 13 9" 24 3 1520 9 1/2 "B" BORROW OR EQUIV. 30 73 1/2 48 DIA. 14 4 1/2 27 GRANULAR MATERIAL 1930 10 1/2 J Z5 1/2 73 1/2 54 17 3/4 COMPACTED TO 90% 1/2 Bc 30 a 2190 12 54 9 3/4 STANDARD PROCTOR DENSITY gc 4" 18 5/16 Y 3 12" C TO C 33 STANDARD HEX. HEAD 3150 13 1/2 58 1/2 Q 2 MAX. SPACING �1 23 3/4 BRASS PLUG. TOP OF CASTING ELEV. AS 5' - 0" MAX. FINISH FLOOR 36 4 ° w 1 1/2 "R 34 3/4 SHOWN IN PLANS. 72 DEPTH OF BEDDING 20 5 1/2 -- 4 1/2 5380 21 ' MATERIAL BELOW PIPE LEGEND 78 Y 0 J 22 5 1/2 GROUND LINE • ° ° ` ° D (d) MIN. NOTE: ALL BEDDING AND INITIAL BACKFILL Bc = OUTSIDE DIAMETER 72 PLAN VIEW 3 SECTION Y —Y 84 I 22 27" & SMALLER 3" SHALL BE INSTALLED IN 6" 5 1/2 8040 27 65 35 100 90 D = INSIDE DIAMETER TO 12" BALANCED LIFTS 24 6 1/4 60 6 8750 ° • 30" TO 60" 4" d DEPTH GROOVED END ON OUTLET END 3.• r 36 3/4 12" X 12" X 4" 6 3/4 66 = OF BEDDING A MINIMUM 9" CLEARANCE TONGUE END ON INLET END 4.1 F /�� 78 CONC. COLLAR ... 66" &LARGER 6" SHALL BE PROVIDED ON EACH MATERIAL BELOW PIPE 24 7 1/4 IP44 Shop£ SEC END 7 12520 34 78 SIDE OF THE INSTALLED PIPE 99 D —S�OpE _ 1 24 7 3/4 45" ELBOW 7 1/2 14430 24 C 6= D -C PIPE PIPE 99 114 6" PIPE REINFORCED CONCRETE PIPE (RCP) 3 8 CULVERT 24 78 SANITARY BUILDING DRAIN TRENCH DETAIL) 120 e COMPUTED LENGTH OF CULVERT 9 ©/ I / © IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. REQUIREMENTS FOR WATER MAINS, NO SCALE _Q ° o g a PAY LENGTH OF CULVERT Bc " 4 WYE INVERT ELEV. AS SHOWN IN PLANS LEGEND -4 a o END SECTION LENGTH (D) A q Bc = OUTSIDE DIAMETER NOTE: 3 N SLOPE DETAIL D = INSIDE DIAMETER ALL BEDDING AND INITIAL ,BACKFILL SHALL BE INSTALLED CLEAN- OUT 5' OR LESS MIN. 6" TOPSOIL TO ENSURE GRASS A 12 "C. TO MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE NO SCALE I. HARDWOOD STAKES SHALL BE DRIVEN A MIN. of 30" GROWTH GROOVE (OR TONGUE) TO C. NO SCALE IF NOT UNDER PAVEMENT BE THE SAME AS ON MAX. SPACING 3/4 "x12" HOOK TRENCH DETAIL NO SCALE (GREATER THAN 5' FROM EDGE OF PAVEMENT) STANDARD REINFORCED BOLTS GALV. NO SCALE CONCRETE PIPE ASTM HOOK DESIGNATION C 76 EDGE OF PAVEMENT, CURB, MIN. 1.25 Bc + 12" LONGITUDINAL SECTION ' GUTTER OR SIMILAR STRUCTURE •• �. N • • GLASS ;A" CONCRETE 112- (MIN.) "B" BORROW OR EQUIV. I E + 2T r' GRANULAR MATERIAL COMPACTED TO ## SHED APPROVED EQU EQUIV. CLASS I SECTION A —A STANDARD PROCTOR TOR BEDDING MATERIAL HAND DENSITY PLACED AND WALKED INTO Bc 4" • <° LEGEND ow to • • , Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL " N " " SHALL BE INSTALLED IN 6" 5 24 5 OUTLET PIPE d =DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE ' A MINIMUM 9" CLEARANCE • _ SHALL BE PROVIDED ON EACH ul • • SIDE OF THE INSTALLED PIPE r SEE PLANS FOR C P LAST I C PIPE PV ASTING TYPE � C &HDPE) 5" 5" TRENCH DETAIL 24 (WITHIN 5' FROM EDGE OF PAVEMENT NO SCALE w DIA. WALL WT. SEC. A B C D E R -1 R -2 SKIRT 12 2 530 4 24 8 7/8 72 7/8 24 10 1/16 9 3 1/2 15 2 1/4 740 6 27 46 73 30 12 1/2 11 3 1/2 18 2 1/2 990 9 27 6 73 36 15 1/2 12 4 21 2 3/4 1280 9 35 38 73 42 16 1/8 13 4 24 3 1520 9 1/2 43 1/2 30 73 1/2 48 16 11/16 14 4 1/2 27 3 1/4 1930 10 1/2 48 Z5 1/2 73 1/2 54 17 3/4 14 1/2 4 1/2 30 3 1/2 2190 12 54 9 3/4 73 3 4 60 18 5/16 15 5 33 3 3/4 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 23 3/4 17 1/2 5 1/2 36 4 4100 15 63 34 3/4 97 3/4 72 24 1/16 20 5 1/2 42 4 1/2 5380 21 63 35 98 78 27 1/4 22 5 1/2 48 5 6550 24 72 26 98 84 28 1/8 22 5 3/4 54 5 1/2 8040 27 65 35 100 90 32 7/8 24 6 1/4 60 6 8750 30 60 39 99 96 36 3/4 24 6 3/4 66 6 1/2 10630 24 78 21 99 102 35 11/16 24 7 1/4 72 7 12520 34 78 21 99 108 38 5/8 24 7 3/4 78 7 1/2 14430 24 78 12 1 99 114 41 15/16 24 8 1 2 84 8 16350 24 78 21 99 120 44 13 16 24 9 EROSION CONTROL MONITORING & MAINTENANCE GUIDELINES EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; 0 STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; Z NOTES: TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND PRIOR TO CLEARING AND GRADING 5' OR LESS MIN. 6" TOPSOIL TO SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY U • •' INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION , ONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE IF NOT UNDER PAVEMENT C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID PRIOR TO CLEARING AND GRADING • • UNDERMINING DURING CLEANOUT 1. INTO STAKES SHALL BE DRIVEN A MIN. OF 30" EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE 'C' PORTION. INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT POURED IN PLACE EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET � TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING TREE PLANTING DETAIL WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE ,2" (MIN.) IN 3:1 OR 4.1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0 IN LENGTH. TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS 0 "B" BORROW OR EQUIV. INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN J TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP DURING CLEARING AND PRIOR TO GRADING co INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF COMPACTED TO APPROVED EQUIV. CLASS I PIPE, A.S.T.M. DESIGNATION C -76. VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER NO SCALE TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. I OR MARCH IF NITROGEN DEFICIENCY IS APPARENT, WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER I PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA ywn. AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING LEGEND INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH "x2 "x8" EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; AFTER FINISH GRADING 2 HARDWOOD STAKES INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED Bc = OUTSIDE DIAMETER NOTE: PRECAST CONCRETE END SECTION INSPECT THE BALES AFTER EACH STORM EVENT, REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR AFTER FINISH GRADING 10�-- M-IyN. DETERIORATED BALES IMMEDIATELY HARDWOOD MULCH TRUNK AFTER PLANTING AND STAKING INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED SHALL BE PROVIDED ON EACH AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE AROUND UNITS FINISHED KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 3/4" BLACK RUBBER HOSE WRAP TRUNK TO FIRST BRANCH 7x19 GALV. GUY WIRE 2" SHREDDED HARDWOOD MULCH REMOVE BINDING FR STEEL TEE FENCE POST 24" TRUNK AFTER PLANTING AND STAKING TREE •'• _ *TOLERANCE 1t I' 0 . 4zi ;..I Z NOTES: ° r- ` ' 5' OR LESS MIN. 6" TOPSOIL TO U • •' ENSURE GRASS GROWTH , ONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION Ya IF NOT UNDER PAVEMENT C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). NOTES: MENDED PLANTING SOIL Q • • REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, A.S.T.M. DESIGNATION C -76 CLASS II 1. INTO STAKES SHALL BE DRIVEN A MIN. OF 30" 6" #53 STONE BEDDING a I FOR THE SIZE OF CONNECTING PIPE 2 PLANT FLARE ROOT AT GRADE LEVEL NOTE: 5" CONC. PRECAST OR MIN. 1.25 Bc + 12" REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE 'C' PORTION. 3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR. POURED IN PLACE EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE � INLET TYPE "A" � COMPLETELY FILLED WITH MORTAR. TREE PLANTING DETAIL ATYPICAL) ,2" (MIN.) IN 3:1 OR 4.1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0 IN LENGTH. NO SCALE 0 "B" BORROW OR EQUIV. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL J (12" TO 18" PIPES) GRANULAR MATERIAL #8 CRUSHED STONE OR CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER co COMPACTED TO APPROVED EQUIV. CLASS I PIPE, A.S.T.M. DESIGNATION C -76. NO SCALE TOR BEDDING MATERIAL HAND STANDARD PROCTOR i __- TAMPED AND WALKED INTO DENSITY - PLACE CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. I i I — Bc 4" ywn. 3 -- LEGEND "x2 "x8" 2 HARDWOOD STAKES Bc = OUTSIDE DIAMETER NOTE: PRECAST CONCRETE END SECTION �+ 2 PER TREE WITH #12 GALV. WIRE & 1/2" HOSE LOOP D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" NO SCALE 3" SHREDDED ``�",' REMOVE BINDING AROUND 10�-- M-IyN. d =DEPTH OF BEDDING TO 12" BALANCED LIFTS HARDWOOD MULCH TRUNK AFTER PLANTING AND STAKING I I MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE CREATE 4" SAUCER--,,,, "' NISH GRADE WATER MAIN SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE SANITARY OR STORM SEWER WATER MAIN PLASTIC PIPE (PVC & HDPE) REMOVE UPPER SOIL MIX: 3 PARTS 1/3 OF BURLAP TOPSOIL & 1 PART PEAT. TRENCHDETAIL SUBGRADE WATER MAIN WAT ER MAIN RATED PIPE (WITHIN 5 FROM EDGE OF PAVEMENT) STABILIZATION PRACTICE. JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. NOTES: WATER NOTE: WHEN LATERAL SEPARATION IS 10' OR GREATER NO VERTICAL SANITARY OR NO SCALE PERMANENT q © / / / /I /// O ®/I / I. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. CLEARANCE IS NEEDED. STORM SEWER SEEDING 2 PLANT FLARE ROOT AT GRADE LEVEL. 3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR. TEMPORARY B C-4 SEEDING D © / //I / / /O —► EVERGREEN PLANTING DETAIL 10' (MIN.) 10' (MIN.) GREATER THAN 5' IN. 6" TOPSOIL TO E MULCHING NO SCALE WATER MAIN ENSURE GRASS GROWTH SANITARY OR " SANITARY OR LESS THAN 18 OR IN CASES 2' STORM SEWER WHERE WATER IS BELOW STORM SEWER . • - " SANITARY SEWER O.D. +1 0 A = KENTUCKY BLUEGRASS 40 %a TURF TYPE TALL FESCUE 407 ANNUAL RYE GRASS a SS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE MIN. (TYP.) N ° MIN. 1.25 Bc + 12 EDGE OF PAVEMENT, CURB, APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. WATER MAIN RATED PIPE GUTTER OR SIMILAR STRUCTURE REGULAR BACKFILL B = SPRING OATS 3 BUSHEL PER ACRE FLEXIBLE COUPLING OR ADAPTER FLEXIBLE COUPLING OR ADAPTER C = WHEAT OR RYE 2 BUSHEL PER ACRE REMOVE ANY BINDING CONCRETE COLLAR CONCRETE COLLAR 12" (MIN.) D = ANNUAL RYE GRASS 1 LB. PER 1000 SQ. FT.) 3" HARDWOOD AROUND PLANT STEM MULCH BEAT CREATE 4" SAUCER i #8 CRUSHED STONE OR E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) REMOVE UPPER GRADE AAPPROVED EQUIV. CLASS I 1/3 OF BURLAP MINIMUM CROSSOVER &SEPARATION BEDDING MATERIAL HAND TAMPED AND WALKED INTO ©/ I / © IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. REQUIREMENTS FOR WATER MAINS, PLACE ®© IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD SOIL MIX: 3 PARTS 6" SANITARY SEWERS & STORM SEWERS Bc " 4 NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED TOPSOIL & 1 PART IN � PEAT. B & B OR CONTAINER SUBGRADE GROWN ROOT BALL LEGEND . 400 -600 LBS. PER ACRE OR AS SPECIFIED ' NO SCALE A q Bc = OUTSIDE DIAMETER NOTE: — SCARIFY POT I BOUND PLANTS NTS I D = INSIDE DIAMETER ALL BEDDING AND INITIAL ,BACKFILL SHALL BE INSTALLED SEEDING SCHEDULE IN 6 d =DEPTH OF BEDDING TO 12" BALANCED LIFTS NOTES: MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE NO SCALE I. HARDWOOD STAKES SHALL BE DRIVEN A MIN. of 30" SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL, 3. STAKES AND WIRES MUST BE REMOVED WNTHIN ONE YEAR. PLASTIC PIPE PVC & HDPE) c SHRUB PLANTING DETAIL TRENCH DETAIL NO SCALE (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE 0 cn U) 0 0 0 vi ci C602.' 0 0 Z W 0 U o w Ya Q aQ � O wz° o w � � LLJ a� 0 J L, LL co a i C602.' r,f . DANDY BAG II Installation and Maintenance Guidelines CONCRETE COLLAR Installation: Remove the grate from catch basin. If using PRECAST CONCRETE FINISH GRADE optional oil absorbents; lace absorbent Stand P p pillow III unit. HYDRANT SHALL MEET LOCAL FIRE CODES AND the grate on end. Move the top lifting straps Out Of the way • A A . A iii / / \ .. , • . , / \ \ \ LOCAL WATER UTILITY SPECIFICATIONS and place the grate into the Dandy Bag ® II so that the grate is ° co a •a \ \ \ %;\ /N \,\ TOP BARREL �/\ \ \ \\ ,,,, \\ �' below the top straps and above the lower straps. Holding the Q "L" MIN. OR U J lifting devices, insert the grate into the inlet. 6„ �/i ;;;; ;;;; /�� AS REQUIRED BY WATER UTILITY � i \ \ \\ / /// Z ( 1= cc 0 Maintenance: Remove all accumulated sediment and debris from N - , I M M RECT. WEIR 6 OUTLET PIPE �- / \ \ \ \ \\ " "" /\ CONC. COLLAR w LU -° � `M° _ vicinity of unit after each storm event. After each storm event Y \/ \ \ \ \ \ \ ,,,, / / /\ NV. 889.65 a %/ / a W v z '0 an at regular intervals, look into the Dandy Bag ®II. If the Z = M %\ \\\\\\ / / / /// r- M • // \ \ \ \ \\ / / / /// / / \\ °° C -1 VALVE BOX Z(� �, 3 containment area is more than 1/3 full of sediment, the unit \ \ \ \ \ \ Ln • \ \ \ \ \\ / / / /// \/ I z N must be emptied. To empty unit, lift the unit out of the inlet ` • , ,, GRANULAR L M s 3 \\ BACKFILL REQ D � w �. �„ � � �. 3 LOWER BARREL i\ \ \ \ \\ / / /// \/ using e lifting straps and remove the /ice AROUND BASE l; b' p grate. If using optional &BARREL " GATE VALVE oil absorbents; replace absorbent when near saturation. CREOSOTED 2 "X6"x1' -6" wooD MAIN BLOCKING o GRATE ® is Z Z 11 z ••••, POLYETHYLENE \/ ••,•,,•• :;: / \, \� U oQO °oo ANDY BAG II J WRAP / /�� J CONC. BLOCK 3405 \. 000 Qo 000 NEENAH R- a " - j o %z z " ................ Q \\ J O000QO00o° LIFT STRAPS OR E UAL � ...................... .,................,... \/ ::,... ..... / \� a C DRAIN """ " " ""' "" ONC. PAD 6 HYD. BRANCH o » \ ....... / 6 24 6 "' • ��- �/j / / \� a NOTE: FIRE HYDRANT SHALL BE SET A PRECAST CONCRETE /jam MINIMUM OF 6' FROM ALL O c Z \/ ; / / \� DRIVEWAY OPENINGS p ELEV. 890.50 �/ \ Z z ao o �/ //\ o ...::.....:::::i;: :::;::. \. W , 3,000 PSI CONC. /// ; •• / \� o MAIN DIMENSION L O N • n • m ..�...�. ® .� 20 WIDE a a;. THRUST BLOCK \/ r e :: //� ., r ,., : ;; " \� m LINE (MINIMUM) d N ..::::::::::.. ;; U DANDY BAG II RECT. WEIR \\\\\\/\/ �\:/\ \ /\ \ /\ \ /\ \�\ \�\� /\ s 36 C7 ai a a S / /, /\ i� /ice / / /jj /i / /.. ��� /i� \ /�� \ / \� / \ \ /i� \ /i�� /i , /�✓ 12 39 Q C - O d' STANDARD FABRIC IS cV ELEV. 889.65 TRENCH WIDTH 16 42 N vi � 00 AN ORANGE WOVEN 7" ORIFICE , •. O � - , I SIDE VIEW FRONT VIEW F_ •E ° m-1, ti MONOFILAMENT i 00 FIRE CO > co CU 00 00 • ELEV. 887.10 ' HYDRANT ASSEMBLY >. Lo NO SCALE Z c i c i DUMPING STRAP a •• CIO GATE VALVE BOX SETTING _ M U) - ALLOWS FOR EASY ' •' d NO SCALE REMOVAL OF CONTENTS • GRADE �1 EXISTING WATER STONE BEDDING AIN FORMED CONCRETE BLOCKING FORMED LL I I CONCRETE BLOCKING rn TAPPING SLEEVE VALVE BOX \ • ' + 4 - + STRUCTURE #2 DETAIL i 0 - Z FORMED C) CONCRETE BLOCKING - w LU ATE VALVE I AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH. t: ,Ej AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING D! I I TEE 8 90' 45' 22 1/2' 11 1/4' U I I SIZE PLUG BEND BEND BEND BEND I I TAPPING SLEEVE WATER SERVICE 4" 2.0 2.5 1.5 1.0 1.0 I I TO BLDG. SITE 6„ 4.0 5.5 3.0 1.5 1.0 8 6.5 9.0 5.0 2.5 1.5 Z 6' 10" 10.0 14.0 7.5 4.0 2.0 � GENERAL STAPLE RECOMMENDATIONS 12" 14.0 20.0 11.0 5.5 3.0 0 14„ 19.0 27.0 14.0 7.5 4.0 WATER MAIN CONNECTION DETAIL 16 25.0 35.0 19.0 10.0 5.0 w 25 3' 18» 31.5 44.5 24.0 12.5 6.5 Of Q_ 300 "' � 20" 38.0 54.5 29.5 15.0 7.5 CAD s NO SCALE 24" 55.5 78.5 42.5 22.0 11.0 275 x x x 30" 86.5 122.0 66.0 34.0 17.0 36 124.0 175.5 95.0 48.0 24.5 w co 11/7 3' 11/2' 42" 168.0 237.0 128.5 65.5 33.0 I--- 0 250 225 B x Q A B 200 C TYPICAL THRUST BL z 175 C x x x PIPE SIZE "L" "W" d5o BLOCKING DETAILS p `�` D 15" and smaller 8' 9.5' 6" NO SCALE Z w 150 B 1 STAPLE PER SQ. YD. 1 1 /2 STAPLE PER SQ. YD. 15" to 21 "' 14' 16' s" to 9" D_ 21" to 30` 20' 24' 9" to 12" 0 125 100 N LO Ix q- x Ix x x 0 C5 75 A 20' �-- APRON AT � I 50 3' x x x x A ZERO GRADE A A A Z o° ° cn cn cn A B ,- Lo 25 B '� x x x x x U o LU FT. C D w x x x x I- Q 4:1 3:1 2:1 1:1 LOW FLOW MED /HIGH FLOW 150' CL Ce ° ° ° U CHANNEL CHANNEL AND o - U SHORELINE � -v° � 2 STAPLE PER SQ. YD. 3 1/2 STAPLE PER SQ. YD. IN SLOPE GRADIENT - 9- NOTE: 1. CHANNEL LINING UTILIZE STAPLE PATTERN 'C' WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER w� o O 2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN L Q° �. � EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY . , e L o 0 z 6" STONE DEPTH o Q DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL o _ (MIN) Q W NO it o v o z 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE OVERFALL � N O � o_ � O DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE OVERFALL R � BLANKETS, STAPLE PATTERN C SHOULD BE UTILIZED. o_ n/ w 1 EROSION CONTROL MAT INSTALLATION GUIDE DETAIL FILTER 2" (MIN) OR 2 X d50, Uj NO SCALE FABRIC FILTER Z WHICHEVER IS GREATER FABRIC ROCK CHUTE GRADE ® 1% OR Q U) NO SCALE AS SHOWN BELOW j PLAN Z O W J F- 100' 1 25' 1 25' O W Uj 2� 1.(MIN.) � 2% 0 1.5' 5' 1.5' SLOPE CHECK DITCH CHECK JOINING FENCES 0 C) POST - NON WOVEN 3 3 FABRIC 1 11 ELEV. 891.00 POST Flow PROFILE Uj ELEV. 890.50 BACKFILL GROUND NOS; N O ASPHALT PAVEMENT LINE 1. STONE SIZE SHALL CONFORM TO ASTM D48 LO SIZE #1 (1 1/2 TO 3 1/2- DIA.). r 2. PERIODIC 2" STONE TOP DRESSING & WASHING LL 00 ----------------------- - - - - -- - -- ___ = =� __" ' °= = AS REQUESTED BY COUNTY /CITY. \-6* DIA. RIPRAP EXISTING SOIL TEMPORARY CONSTRUCTION >= NON -WOVEN Q WHEN BOTTOM OF JOINING TWO OR MORE ENTRANCE DETAIL FILTER FABRIC 6" X 6" TRENCH DITCH SILT FENCES 11E THE TWO EXTENDS INTO TRENCH END POSTS TOGETHER WITH NO SCALE BOTTOM OF STONE BASE EXISTING NYLON CORDS. EMERGENCY SPILLWAY DETAIL 12" #8 STONE SILT FENCE DETAIL 4" PERFORATED UNDERDRAIN NO SCALE SHEET N0. PAVEMENT UNDERDRAIN DETAIL NO SCALE C603