HomeMy WebLinkAboutPacket 09-19-06
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MEDICAL
DRIVE
SHOPPS
THE PROPOSED SITE IS LOCATED AT 154 MEDICAL DRIVE, CARMEL, INDIANA
(39'57'32"N & 86'07'26"W W6584jNAD83). THE PROJECT CONSISTS OF CONSTRUCTION OF
A COMMERCIAL BUILDING THAT WILL PROVIDE SPACE FOR GENERAL OFFICES, PROFESSIONAL OFFICES
AND RETAIL SALES & GENERAL SERVICES. THE SITE IS BOUNDED BY MEDICAL DRIVE TO THE SOUTH,
A DAY CARE FACILITY TO THE WEST, A RACKET CLUB TO THE NORTH AND A PRESCHOOL TO THE EAST.
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PROJECT LOCATION D rue i 1111
SCALE = ,. = 500'
E. 116TH STREET
E. 116TH STREET
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CARMEL
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PROJECT AREA MAP
CERTIFIED
PLANS PREPARED FOR:
CITY OF CARMEL
DEPARTMENT OF COMMUNITY SERVICES
ONE CIVIC SQUARE
CARMEL. INDIANA 46032
PLANS PREPARED BY:
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VS ENGINEERING, INC.
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4275 North High School Road Indlonepolls, Indls.. 46254
vsel@vsenglneerlng.com www.v88nglneerlng.com
Phone: (317) 293-3542 F...: (317) 293-4737
DATlE
BHAGWAN C. PATlEL P.E.
INDIANA REG. NO. 16003
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14. lHE MATERIALS AND WORKMANSHIP FOR PIPES SHALL MEET lHE FOLLOWING
STANDARDS:
A. SANITARY SEWERS: FOR PIPE DIAMETERS 15 INCHES OR LESS. lHE
PIPE SHALL BE POLYVINYL CHLORIDE (PVC) IN ACCORDANCE WllH
ASTM 0-3034. WllH F'LEXIBLE GASKETED JOINTS IN ACCORDANCE
WllH MANUFACTURER'S RECOMMENDATIONS AND ASTM 0-3212.
B. STORM SEWERS: FOR PIPE DIAMETERS LESS lHAN 12 INCHES, lHE
PIPE SHALL BE PVC AS DESCRIBED ABOVE. FOR PIPE DIAMETERS
12 INCHES OR GREATER. lHE PIPE SHALL BE REINFORCED CONCRETE
PIPE (RCP) IN ACCORDANCE WllH ASTM C- 76. CLASS III. WALL B.
JOINTS SHALL BE SEALED USING RUBBER GASKETS IN ACCORDANCE
WllH ASTM C-443. OlHER TYPES OF JOINTS MAY BE USED IF
APPROVED BY lHE ENGINEER.
C. UNDERDRAlNS SHALL BE IN ACCORDANCE WllH ALL APPUCABLE PROVISIONS
OF SECTION 718 OF lHE INDOT STANDARD SPECIFlCATlONS.
D. WATER AND FlRE PROTECTION MAINS SHALL BE DUCTILE IRON (0.1.) IN
ACCORDANCE WllH ANSI A21.51 (AWWA STANDARD C151), WllH A MINIMUM
WORKING PRESSURE OF 150 PSI PLUS 100 PSI SURGE AND SAFETY FACTOR
OF' 2. MINIMUM lHlCKNESS CLASS SHALL BE 52 FOR ALL SIZES. lHE
PIPE JOINTS SHALL BE PUSH-ON TYPE. MEETING REQUIREMENTS OF
ANSI/AWWA Clll/A21.11. RESTRAINED JOINTS SHALL BE LOK-RING.
LOK-FAST. LOK-TYTE. OR EQUAL ALL FlTTlNGS SHALL MEET
REQUIREMENTS OF ANSI/AWWA Cll0 FOR PRESSURE RATING OF 150 PSI.
15. FOR EXACT LOCATIONS. DIMENSIONS AND ELEVATIONS OF BUILDING SERVICE UNES
SUCH AS SANITARY SERVICE. ROOF' (STORM) DRAINS. WATER AND FlRE PROTECTION
SERVICE, ETC.. SEE PLUMBING DRAWINGS. LOCATIONS AND DIMENSIONS SHOWN ON
lHE UTlUTY PLAN ARE FOR CONTRACTOR'S REFERENCE ONLY.
16. lHE CONTRACTOR SHALL CAP ALL SANITARY. STORM. WATER AND FlRE PROTECTION
UNES 5 FEET FROM lHE BUILDING FACE AND MARK WllH FLAGGING APPROVED BY
lHE ENGINEER OR OWNER.
17. lHE FlLL OR BACKFlLL MATERIAL TO BE USED FOR lHlS WORK SHALL BE CLEAN
GRANULAR MATERIAL ("B" BORROW) AS SHOWN ON lHE DRAWINGS. AND IN
ACCORDANCE WllH SECTION 211 OF lHE INDOT STANDARD SPECIFlCATlONS.
18. ALL CURB RADII SHOWN ON SITE PLAN ARE AT lHE FRONT FACE OF CURB OR
EDGE OF PAVEMENT.
19. ALL EXISTING F'EA TURES SUCH AS STREET SIGNS. REGULATORY SIGNS. TRAffiC
SIGNS AND SIGNALS. UGHT POLES. PLANTERS. FlRE HYDRANTS, ETC. SHALL
REMAIN IN PLACE. ANY SUCH DAMAGED ITEM(S) SHALL BE REPAIRED OR
REPLACED BY lHE CONTRACTOR AT HIS OWN EXPENSE.
20. MAINTENANCE OF TRAmC SHALL BE IN ACCORDANCE WllH SECTIONS 104.04. 107.
108 AND 800 OF lHE INDOT STANDARD SPECIFlCATlONS. STREET CLOSING WILL
NOT BE PERMITTED FOR lHlS WORK. lHE CONTRACTOR SHALL MAINTAIN AT LEAST
ONE LANE OPEN TO TRAffiC AT ALL TIMES. ADEQUATE SIGNS. BARRICADES.
UGHTS AND FLAGMEN SHALL BE PROVIDED BY lHE CONTRACTOR FOR SAFEGUARDING
PEDESTRIANS AND VEHICULAR TRAmC. AT NO TIME lHE TRENCHES IN lHE STREET
OR SIDEWALK SHALL BE LEFT OPEN DURING OF'F'-WORKING HOURS. lHESE TRENCHES
MUST BE EllHER BACKFlLLED OR STEEL PLATED.
21. ALL UNPAVED DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE W1lH SECTION
621 OF lHE INDOT STANDARD SPECIFlCATlONS.
SITEWORK DRAWINGS
INDEX
Cl.0 GENERAL NOTES & INDEX
C2.0 RULE 5 INDEX
C3.0 TOPOGRAPHIC SURVEY
C4.0 DEMOUTlON PLAN
C5.0 EROSION CONTROL PLAN
C6.0 LAYOUT PLAN
C7.0 GRADING PLAN
CB.O STORM LAYOUT PLAN
C9.0 DETENTION SYSTEM DETAILS
Cl0.0 RETAINING WALL DETAILS
Cll.0 STORM STRUCTURE DETAILS
C12.0 STORM STRUCTURE DETAILS
C13.0 STORM STRUCTURE DETAILS
C14.0 MISCELLANEOUS DETAILS
C15.0 MISCELLANEOUS DETAILS
C16.0 LANDSCAPING PLAN
Al.0 BUILDING COLOR SCHEME
AU FLOOR PLAN
A2.1 EXTERIOR ELEVATIONS
El.0 EXTERIOR UGHTlNG PLAN
El.l EXTERIOR UGHTlNG DETAILS
GENERAL NOTES
1. lHE SPECIFlCATlONS FOR THE SlTEWORK/yARD PIPING PORTION OF' lHlS PROJECT
SHALL BE lHE INDIANA DEPARTMENT OF TRANSPORTATION (INDOr) STANDARD
SPECIFlCA TlONS. DATED 2006. AND CONTRACT DOUCMENTS.
2. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIF'YING THAT ALL
PERMITS AND APPROVALS ARE OBTAINED FROM lHE RESPECTIVE CITY. COUNTY. STATE
AND FEDERAL AGENCIES PRIOR TO STARTING ANY CONSTRUCTION.
3. CONTRACTOR SHALL ASSUME RESPONSlBIUTY FOR ALL EXISTING UTlUTlES AND
PIPING WllHlN HIS SITE UMITS WHElHER ABOVE OR BELOW GROUND. HE SHALL
NOTIFY AND COORDINATE, IN WRITlNG, HIS CONSTRUCTION ACTIVITIES WllH
RESPECTIVE UTlUTY COMPANIES OR OWNERS AND SHALL OBTAIN NECESSARY PERMITS
OR APPROVALS.
4. IT SHALL BE CONTRACTOR'S REPONSIBIUTY TO MAINTAIN IN SERVICE ALL
EXISTING UTlUTlES AND PIPING ENCOUNTERED DURING CONSTRUCTION.
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5. LOCATIONS. INVERT ELEVATIONS AND DIMENSIONS OF EXISTING UTlUTlES.
SEWERS. AND STRUCTURES, SHOWN ON DRAWINGS ARE APPROXIMATE AND FOR
REFERENCE ONLY. CONTRACTORS SHALL ASSUME RESPONSlBIUTY FOR ALL
UTlUTlES AND SEWERS AND SHALL VERIFY EXACT LOCATIONS. ELEVATIONS
AND DIMENSIONS IN FlELD PRIOR TO ANY CONSTRUCTION. HE SHALL NOTIFY
THE ENGINEER. IN WRITlNG. OF ANY DISCREPANCIES FOUND IN lHE FlELD
AND lHE ENGINEER SHALL FURNISH FULL INSTRUCTIONS IF ANY CHANGES
REQUIRED.
6. CONTRACTOR SHALL PROVIDE PROTECTION OF ALL EXISTING UTlUTlES
AND PIPING. IF NECESSARY, AND COORDINATE uruTY PROTECTION WllH
RESPECTIVE UTlUTY COMPANIES OR OWNERS.
7. lHE WORK UNDER lHlS CONTRACT REQUIRES COORDINATION BETWEEN lHE
CONTRACTOR, OlHER CONTRACTORS AND UTlUTY COMPANIES FOR PRESENT AND
ADDITlONAL WORK TO BE AWARDED BY lHE OWNER FOR lHlS PROJECT. lHE
CONTRACTOR SHALL FULLY COOPERATE WllH SUCH OlHER CONTRACTORS AND
UTlUTY AUlHORITlES AND SHALL COORDINATE HIS WORK IN SUCH A MANNER
lHAT lHE WORK MUTUALLY INVOLVING OR AF'F'ECTlNG lHlS PROJECT WILL BE
PERFORMED WllHOUT EXCESSIVE DELAYS OR INTERFERENCES.
8. lHE CONTRACTOR SHALL VERIFY ALL FlELD CONDITlONS PRIOR TO lHE
START OF WORK AND REPORT ANY VARIATIONS TO lHE CONSTRUCTION
MANAGER.
9. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WllH ALL APPUCABLE
CODES. SPECIFlCATlONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND
UTlLTY COMPANY REGULATIONS.
10. ANY TREES, HEDGES, BUSHES. SHRUBS, ETC. REMOVED WHICH ARE NOT
DIRECTED BY lHE OWNER OR ENGINEER FOR REMOVAL SHALL BE REPLACED IN
KIND BY lHE CONTRACTOR. AT HIS OWN EXPENSE, TO THE SATISFACTION OF
lHE OWNER.
11. THE MINIMUM COVER FOR ALL WATER AND FlRE PROTECTION MAINS SHALL
BE 5 FEET MEASURED FROM lHE FlNAL FlNISHED GRADE TO lHE CROWN OF
lHE PIPE TO CLEAR lHE CROSSING UTlUTlES. lHE CONTRACTOR MAY USE
EllHER OF THE FOLLOWING MElHODS TO ACHIEVE THE REQUIRED VERTICAL
AUGNMENT AND SHALL ASSURE lHE PASSAGE OF BOlH lHE PRESSURE TEST
AND THE LEAKAGE TEST. SHOP DRAWINGS OF AUGNMENTS AND REACTION
BACKING SHALL BE SUBMITTED TO lHE ENGINEER FOR APPROVAL
A. WHEN USING lHE VERTICAL BEND MElHOD TO CROSS lHE
UTlUTlES, lHRUST BLOCKS SHALL BE PROVIDED AS SHOWN. OR
DIRECTED BY THE ENGINEER.
B. WHEN USING lHE JOINT DEF'LECTlON MElHOD TO CROSS lHE
U11U11ES, lHE DEF'ELC110N ANGEL PER JOINT SHALL BE UMITED
TO 4 DEGREES FOR PIPE DIAMETERS FROM 4 lHROUGH 12 INCHES.
12. lHE HORIZONTAL SEPARATION BETWEEN SEWERS AND POTABLE WATER MAINS
SHALL BE AT LEAST 10 FEET AND VERTICAL SEPARATION SHALL BE SUCH lHAT
lHE TOP OF lHE SEWER IS AT LEAST 18 INCHES BELOW lHE BOTTOM OF lHE WATER
MAIN. lHE CONTRACTOR SHALL N011FY lHE ENGINEER. IN WRITlNG. IF lHESE
CRITERIA CAN NOT BE MET AND lHE ENGINEER SHALL FURNISH FULL INSTRUCTIONS
IF ANY CHANGES ARE REQUIRED.
13. lHE MATERIALS AND WORKMANSHIP FOR ALL PRECAST MANHOLES, INLETS AND
CATCH BASINS SHALL CONFORM TO ASTM C-478 AND JOINTS BETWEEN SECTIONS OF
PRECAST UNITS SHALL CONFORM TO ASTM C-443. OlHER TYPES OF JOINTS
MAY BE USED IF APPROVED BY lHE ENGINEER.
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I [I] TEL. (317) 293-3542 FAX: (317) 293-4737
UTlUTlES
UNDERGROUND UTlUTY LOCATIONS
HOruNE: 1-800-382-5544
WATER/SEWER
CITY OF' CARMEL UTlUTlES
A TTN: JOHN DUF'F'Y
317-571-2443
760 3RD AVE. SW
CARMEL, IN. 46032
ELECTRIC
INDIANAPOUS POWER & UGHT
ATTN.: JANET SNODGRASS
317-261-8617
1230 W. MORRIS ST.
INDIANAPOUS. IN 46221
GAS
VECTREN ENERGY
ATTN.: MARTY FREDERICK
812-491-4765
1 NORlH MAIN ST.
EVANSVILLE. IN 47702
PHONE
AT&T INDIANA
ATTN.: SCOTT OSTERMEIR
317-968-6017
240 N. MERIDIAN ST. ROOM 225
INDIANAPOUS. IN 46204
CABLE
BRIGHT HOUSE NETWORK
ATTN.: JEFF' FAIMER
317-632-9077
3030 ROOSEVELT AVE.
INDIANAPOUS. IN 46218
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
"IT'S THE LAW"
CAlI. 2 walKING DAYS BEFORE YOU DIG
1-800-382-5544
DESIGN BY:
SCALE:
HOR.: NA
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06-2366
C1.0
NRJ
DRAWING NO.
DRAWN BY: TEB
GENERAL NOTES AND INDEX
CHECKED BY: BCP
APPROVED BY:
MEDICAL DRIVE SHOPPS
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BASIC ELEMENTS
Al PLAN INDEX PROVIDED BELOW
AZ 11 X 17 INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT NAMES IS
PROVIDED ON PLAN SHEET 3.0.
AJ THIS PROJECT WILL CONSIST OF A COMMERCIAL DEVELOPMENT THAT WILL HAVE THE FOLLOWING
USES: OFFICE GENERAL. PROFESSIONAL OFFICE. RETAIL SALES/GENERAL SERVICE.
M VICINITY MAP IS SHOWN ON llTLE SHEET OF THESE PLANS
~ THE LEGAL DESCRIP1l0N CAN BE FOUND IN THE REPORT WHICH IS BEING SUBMITTED WITH THESE
PLANS. THE LAllTUDE AND LONGITUDE FOR THIS SITE CAN BE FOUND IN THE NOI LETTER WHICH
IS PROVIDED SEPARATELY IN THE REPORT BEING SUBMITTED WITH THESE PLANS
M LOCA1l0N OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS CAN BE FOUND ON SHEETS C4.0 TO
Cl0.0 OF THESE PLANS.
Al. HYDROLOGIC UNIT CODE: 05120201090040
68 NOTA1l0N OF ANY STATE OR FEDERAL WATER QUAUTY PERMITS: NONE
Ai THE RUNOFF FOR THE PARKING LOT AND AND BUILDING AREAS WILL BE DETAINED USING AN
UNDERGROUND STORAGE SYSTEM. AND THEN WILL DISCHARGE INTO THE CITY OF CARMEL'S STORM
SEWER SYSTEM. RUNOFF FLOWING ONTO THE PROJECT SITE FROM THE NEIGHBORING PROPERllES
WILL BE DIVERTED AROUND THE SITE VIA A GRASSY SWALE. AND WILL FLOW INTO THE THE CITY
OF CARMEL'S STORM SEWER SYSTEM.
Al.ll THERE ARE NO WETLANDS, LAKES, AND/OR WATER COURSES ON OR IMMEDIATELY ADJACENT TO
THE SITE.
Ml RECEIVING WATERS: CARMEL CREEK
612 POTENllAL DISCHARGES TO GROUNDWATER: NONE
AU 100 YR FLOOPLAINS, FLOODWAYS. AND FLOODWAY FRINGES: THIS LOT UES ENllRELY IN FLOOD
HAZARD ZONE X AS SCALED FROM THE FLOOO INSURANCE RATE MAP (FIRM) FOR HAMILTON
COUNTY, INDIANA. COMMUNITY NAME CITY OF CARMEL. COMMUNITY NUMBER 180081, PANEL
NUMBER 0228 F. DATED FEBRUARY 19. 2003. THE FLOODWAY MAP IS ALSO SHOWN SEPARATELY
IN THE REPORT BEING SUBMITTED WITH THESE PLANS.
W PRE-CONSTRUCllON AND POST CONSTRUC1l0N ESllMATE OF PEAK DISCHARGE:
PRE-CONSTRUC1l0N DISCHARGES
Q,10YEAR co 0.96 CFS
Q,100YEAR co 2.91 CFS
POST -CONSTRUC1l0N DISCHARGES
Q,10YEAR co 1.79 CFS
Q,100YEAR co 3.07 CFS
6ll:i THE ADJACENT LANDUSES TO THIS PROJECT SITE INCLUDE, A RACQUET CLUB IMMEDIATELY TO
THE NORTH. A CHILD DAY CAR FACIUTY TO THE WEST. AND A PRESCHOOL TO THE EAST.
MEDICAL DRIVE BORDERS THE SOUTH SIDE OF THE SITE, AND AN APARTMENT COMPLEX IS
LOCATED ON THE SOUTH SIDE OF MEDICAL DRIVE.
AUi LOCA liON AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: ESSENllAL Y THE EN liRE
SITE WILL BE DISTURBED. THIS IS SHOWN ON PLAN SHEETS C4.0 TO Cl0.0.
All IDENllFlCIA1l0N OF EXISllNG VEGETAllVE COVER: THIS IS SHOWN ON PLAN SHEET C3.0
AU! SOILS MAP INCLUDING SOIL DESCRIP1l0NS AND UMITA1l0NS: A SOILS MAP IS INCLUDED WITH THE
REPORT THAT IS BEING SUBMITTED WITH THESE PLANS. THE FOLLOWING SOIL TYPES ARE
CONTAINED WITHIN THE PROJECT SITE:
MMB2 - MIAMI SILT LOAM 2-6" SLOPE
MMC2 - MIAMI SILT LOAM 6-12" SLOPE
A DISCUSSION OF THE SOIL PROPERllES IS INCLUDED WITHIN THE REPORT THAT IS BEING
SUBMITTED WITH THIS PROJECT.
Al.ll THE LOCA liONS, SIZE AND DIMENSIONS OF THE PROPOSED STORMWA TER SYSTEMS ARE SHOWN ON
SHEETS ca.O TO C9.0 OF THESE PLANS.
AZQ LOCA1l0NS FOR ANY OFF-SITE CONSTRUC1l0N ACllVlllES ASSOCIATED WITH THIS PROJECT ARE
SHOWN ON SHEETS C4.0 TO Cl0.0 OF THESE PLANS
A2J LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW AND/OR DISPOSAL AREAS WILL NOT BE
UTIUTZED FOR THIS SITE. ALL EXCESS SOIL SHALL BE REMOVED FROM THE SITE IMMEDIATELY.
AZ2 EXISTING SITE TOPOGRAPHY IS SHOWN ON SHEET C3.0 OF THESE PLANS
W PROPOSED FINAL TOPOGRAPHY IS SHOWN ON SHEET C7.0 OF THESE PLANS
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REVISIONS
STORMWA TER POLLUTION PREVENTION PLAN INDEX
CONSTRUCTION COMPONENTS
EXPECTED POLLUTANTS TO STORM WATER DURING CONSTRUCTION CAN BE, BUT NOT UMITED TO EXCESS
SEDIMENT, ORGANIC MATERIALS SUCH AS LEAVES AND TWIGS, EXCESS CONCRETE, FUELS. BRAKE DUST.
AND TRASH.
B2 STORMWA TER QUAUTY SEQUENCING:
BEFORE ANY GROUND IS BROKEN THE FOLLOWING ITEMS SHALL BE COMPLETED:
1. STABIUZED CONSTRUCTION ENTRANCE (PLAN SHEET C5.0)
2. SILT FENCE (PLAN SHEET C5.0)
3. INLET PROTECTION FOR EXISTING INLETS (PLAN SHEET C5.0)
4. STRAW BALE CHECK DAMS (PLAN SHEET C5.0)
5. ESTABUSH CONSTRUCTION EQUIPMENT STAGING AREAS AS FAR FROM SWALES AS POSSIBLE
6. ESTABUSH ONSlTE LOCATION FOR OWNER/OPERATOR/CONTRACTOR PLACEMENT OF APPROVED
PLANS AND RULE 5 NOI AND RULE 5 INSPECTION DOCUMENTS
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DURING CONSTRUCTION BEGINS THE FOLLOWING ITEMS SHALL BE FOLLOWED
1. ONCE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE. BEGIN LAND CLEARING
FOLLOWED IMMEDIATELY BY ROUGH GRADING. DO NOT LEAVE LARGE AREAS UNPROTECTED FOR MORE
THAN 15 DAYS. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT POTENllALLY WILL BE IDLE
FOR 15 DAYS OR MORE SHALL BE STABIUZED (SEEDED, MULCHED. ETC.) IMMEDIATELY. THIS SHALL
BE DONE ACCORDANCE WITH INDIANA DEPARTMENT OF TRANSPORTATION SPECIFlCAllON SECTION 621.
2. UPON FINISH OF MASS GRADING, COMPLETE FINAL GRADING OF SWALES, BERMS, COMMON AREAS,
AND SEED IMMEDIATELY.
3. UPON FINISH OF MASS GRADING INSTALL UNDERGROUND DETEN1l0N SYSTEM. UNDER NO
CIRCUMSTANCES SHALL ANY STORM WATER ENTER THE UNDERGROUND DETENTION SYSTEM UNTIL THE
OIL/WATER SEPARATORS ARE INSTALLED. ALL FLOW MUST BE ROUTED THROUGH OIL/WATER
SEPERATORS BEFORE ENTERING THE UNDERGROUND DETENTION SYSTEM.
4. CONSTRUCTION EQUIPMENT SHALL NOT BE PLACED ABOVE THE UNDERGROUND DETEN1l0N SYSTEM.
5. CONSTRUCT STORM AND SANITARY SEWERS. INLET PROTECTION SHALL BE PLACED OVER NEWLY
CONSTRUCTED INLETS IMMEDIATELY. STORM SEWERS THAT FLOW INTO THE UNDERGROUND DETENTION
SYSTEM SHALL BE BROUGHT INTO SERVICE IN SUCH A MANNER THAT ALL STORM WATER IS ROUTED
THROUGH THE OIL/WATER SEPARATORS BEFORE THE FLOW ENTERS THE UNDERGROUND DETENllON
SYSTEM.
6. ONCE ALL STORM SEWERS AND INLET PROTEC1l0NS ARE IN PLACE COMPLETE FINAL GRADING.
B3 STABIUZED CONSTRUC1l0N ENTRANCES SHALL BE LOCATED ON THE WEST END OF THE PROPERTY AS
SHOWN ON PLAN SHEET C5.0. CONSTRUCTION DETAILS FOR THE STABIUZED CONSTRUC1l0N ENTRANCE
CAN BE FOUND ON PLAN SHEET C5.0. CONSTRUCTION EQUIPMENT SHALL NOT BE PLACED ABOVE THE
UNDERGROUND DETENTION SYSTEM.
B! SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS CAN BE FOUND ON PLAN SHEET C5.0.
afi SEDIMENT CONTROL MEASURES FOR CON CENTRA TED FLOW AREAS CAN BE FOUND ON PLAN SHEET C5.0.
B6 STORM SEWER INLET PROTEC1l0N MEASURE LOCA1l0NS AND SPECIFlCA1l0NS CAN BE FOUND ON PLAN
SHEET C5.0.
BZ THERE WILL BE NO RUNOFF CONTROL MEASURES USED IN THIS PROJECT.
afl THERE WILL BE NO STORMWA TER OUTLET PROTECTION USED IN THIS PROJECT. ALL STORMWA TER WILL
ENTER AN ENCLOSED STORM SEWER THAT WILL NOT OUTLET ONTO THE PROJECT SITE.
as GRADE STABIUZATION STRUCTURES WILL NOT BE USED IN THIS PROJECT.
Illil LOCATIONS. DIMENSIONS, SPECIFICATIONS. AND CONSTRUC1l0N DETAILS OF EACH STORM WATER QUAUTY
MEASURE CAN BE FOUND ON PLAN SHEET C5.0 AND C11.0.
B1l TEMPORARY SURFACE STABIUZATIONS SHALL BE DONE IN ACCORDANCE WITH INDIANA DEPARTMENT OF
TRANSPORTATION SPECIFICATION SEC1l0N 621. ALL DISTRUBED AREAS THAT REQUIRE TEMPORARY COVER
DURING CONSTRUCTION ACTIVITIES SHALL BE STABIUZED WITH MULCHING ALONE FROM DECEMBER 1 TO
MARCH 14 AND FROM JUNE 16 TO AUGUST 31. SPRING MIX SHALL BE USED FROM MARCH 15 THROUGH
JUNE 15, AND SHALL BE APPUED AT THE RATE OF 150 LB/ACRE. SPRING MIX SHALL CONSIST OF OATS.
FALL MIX SHALL BE USED FROM SEPTEMBER 1 THROUGH NOVEMBER 30, AND SHALL BE APPUED AT THE
RATE OF 150 LB/ACRE. FALL MIX SHALL CONSIST OF WINTER WHEAT.
W2 ALL UNPAVED AREAS SHALL BE SODDED ACCORDING TO INDIANA DEPARTMENT OF TRANSPORTATION
SPECIFICATION SECTION 621.
m THE CONTRACTOR SHALL NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENT MANAGEMENT SPILL
RESPONSE TEAM. AND/OR THE CITY OF CARMEL FIRE DEPARTMENT IF ANY CONTAMINANT INCLUDING, BUT
NOT UMITED FUEL. EXCESS CONCRETE, HYDRAUUC FLUIDS. OR ANY OTHER HYDROCARBON IS RELEASED
ONTO THE SITE.
IDEM SPILL RESPONSE TEAM
1-317-233-7745 (LOCAL)
1-800-233-7745 (TOLL FREE)
CARMEL FIRE DEPARTMENT
1-317-571-2600 (NON-EMERGENCY)
911 (EMERGENCY)
DESIGN BY:
NRJ
TEB
BCP
RULE 5 INDEX
l!i~1 ~!N. ~H~C!~~~D~!!~~N~!A 1~5~a
-I [.I] TEL. (317) 293-3542 FAX: (317) 293-4737
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DRAWN BY:
CHECKED BY:
APPROVED BY:
MEDICAL DRIVE SHOPPS
~ ALL PROPOSED POLLUTION PREVENTION MEASURES SHALL BE INSPECTED FOR DEFlClENCES
AT LEAST WEEKLY. AND AGAIN WITHIN 24 HOURS OF EVERY ~. RAIN EVENT. THE
FOLLOWING GUIDUNES SHALL BE FOLLOWED FOR MAlNTENING THE POLLUTION PREVENTION
MEASURES:
INLET PROTECTION
1. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE
FOR THE NEXT RAIN. TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES
2. WHEN DRAINAGE AREA HAS BEEN STABIUZED. REMOVE ALL BALES, CONSTRUCTION
MATERIAL. AND SEDIMENT AND DISPOSE OF PROPERLY. GRADE THE DISTURBED AREA TO
THE ELEVA1l0N OF THE TOP OF INLET AND STABIUZE.
SILT FENCE
1. IF FENCE FABRIC TEARS. STARTS TO DECOMPOSE. OR IN ANY WAY BECOME
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
2. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT
ITS LOWEST POINT. OR IS CAUSING THE FABRIC TO BULGE.
3. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED. REMOVE THE FENCE
AND SEDIMENT DEPOSITS. BRING THE DISTURBED AREA TO GRADE AND STABIUZE.
TEMPORARY SEEDING
1. INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETAllVE STANDS ARE
ADEQUATELY ESTABUSHED; RE-SEED IF NECESSARY.
2. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RE-SEED AND
MULCH IF NECESSARY.
3. TOP-DRESS FALL SEEDED WHEAT SEEDINGS WITH 50 LBS/ACRE OF NITROGEN IN
FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT.
STAW BALE CHECK DAMS
1. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A RIPRAP UNER IN THAT
POR1l0N OF THE CHANNEL
2. REMOVE SEDIMENT ACCUMULATED BEHIND EACH DAM AS NEEDED TO MAINTAIN
CHANNEL CAPACITY, TO ALLOW DRAINAGE THROUGH THE DAM, AND TO PREVENT LARGE
FLOWS FROM DISPLACING SEDIMENT.
3. ADD STRAW BALES TO THE DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND
CROSS SECTION
4. WHEN THE DAMS ARE NO LONGER NEEDED. REMOVE THE ROCK AND STABIUZE
CHANNEL. USING AN EROSION RESISTANT UNING IF NECESSARY.
alli THIS IS NOT APPUCABLE SINCE THERE IS ONLY ONE LOT, AND ALL EROSION AND SEDIMENT
CONTROL SPECIFICATIONS APPLY TO THIS LOT.
POST CONSTRUCTION COMPONENTS
C1 POTENllAL POST-CONSTRUCTION POLLUTANTS ARE, BUT NOT UMITED TO: OIL. GREASE.
BRAKE DUST, ANTIFREEZE. GASOUNE, DIESEL FUEL. AND DUMPSTER WATER.
C2 THE FOLLOWING POST CONSTRUCTION BMP'S SHALL BE INSTALLED AT THE SAME TIME AS
THE STORM WATER SYSTEM: VEGETATIVE FILTER STRIPS, OIL/WATER SEPARATOR. ALL
TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SUFFICIENT
VEGETATIVE GROWTH HAS BEEN ESTABUSHED IN EACH AREA TO A POINT WHERE
SEDIMENTjPOLLUTANTS WILL NOT ENTER THE STORM WATER SYSTEM, AND CONSTRUC1l0N
ACTIVITY HAS BEEN COMPLETED.
CJ SITE AREAS THAT WILL NOT BE FLOWING THROUGH A PAVED AREA WILL HAVE SEDIMENTS
REMOVED BY MEANS OF A VEGETATIVE FILTER STRIP. AREAS THAT FLOW THROUGH A
PAVED AREA WILL BE ROUTED THROUGH AN ENCLOSED STORM SYSTEM. AND THEN INTO
ONE OF TWO STORMCEPTOR STC 900 OIL/WATER SEPARATORS. THE TWO SEPERATORS WILL
ACHIEVE AN 89" AND 92% TSS REMOVAL RESPECTIVELY.
C! THE LOCA1l0N, DIMENSIONS. AND CONSTRUCTION DETAILS OF EACH STORM WATER QUAUTY
MEASURE CAN BE FOUND ON PLAN SHEET C7.0 AND Cl1.0.
~ OWNER SHALL PERFORM A DAILY CLEANUP OF PARKING AREA TO PREVENT TRASH FROM
ENTERING STORMWA TER SYSTEM. STORM STRUCTRES SHALL BE INSPECTED ON AN ANNUAL
BASIS, AND CLEANED AT LEAST ONE liME EVERY 5 YEARS.
SCALE:
HOR.: NA
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06-2366
DRAWING NO.
C2.0
~
~
Y///;////////////~ ...___-
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~ t:;f:lo.-:l
"
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,
Carmel Care Center
lnstr. #9609645478
~
~
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Woodland Housing Partners, LLe
DR. 341, Pg. 97
8
i
.
5
~
~ ~ REVISIONS
~~ ~
~~ ~
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DESIGN BY:
NRJ
TEB
BCP
TOPOGRAPHIC SURVEY
i!rfl ~!, !N~~~~~,~~~,~^ I!!,C.
I [J] TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
CHECKED BY:
APPROVED BY:
MEDICAL DRIVE SHOPPS
SCALE:
HOR.:
VER.:
DATE:
PROJECT NO.
06-2366
,. = 20'
NA
8/28/06
DRAWING NO.
C3.0
%
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----.
----
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----.----
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DESIGN BY:
NRJ
I@. ~!?N. !~C!~~~D~~~~N~!A 1~5~.
~ [II TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
CHECKED BY:
BCP
APPROVED BY:
::-.----..-
~
--------
DEMOLmON PLAN
SCALE:
HOR.: 1" = 20'
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06-2366
C4110
DRAWING NO.
MEDICAL DRIVE SHOPPS
BEGIN RETAINING
WALL
~XIST. BANK
{SLOPE VARIES)l
4" DEPTH
..-
~
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i3'
~~
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.
;
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8i3~:g
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~ 1m ~
~~~~
,
2 WOOD STAKES PER BALE
NOMINAL 2"x2"x2'-6" MIN.
-
-----
"'- ,.
/","J
~
\
I
S1RAW BALE
CH~K DAM
"----
INLET _834-
~O"!!-CTION~
STRAW BALE
CHECK DAM
INLET
PROTECTION
L=50'
Z
:i
b
~'~
~~~~~~ 6" MIN. AI. EXISTING PAVEMENT
. A---I MOUNTABLE BERM
GEOTEXTlLE FABRIC (OPTIONAL)
EXISTING GROUND
SIDE ELEVATION
NOTES:
EXISTING
a---I 1 IPAVEMENT
\ ~
~POSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
1. GEOTEXTlLE FABRIC SHALL MEET THE REQUIREMENTS OF MATERIAL
SPECIFICATION INDOT SECTION 913.18 AND SHALL BE PLACED OVER
THE CLEARED AREA PRIOR TO THE PLACING OF ROCK.
2. ROCK OR RECLAIMED CONCRETE SHALL MEET THE FOLLOWING INDOT
COURSE AGGREGATE GRADATION CA-2.
3. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHALL BE
CONSTRUCTED ACCORDING TO MANUFACTURERS SPECIFICATIONS.
4. IF WASH RACKS ARE USED THEY SHALL BE INSTALLED ACCORDING TO PLAN VIEW
THE MANUFACTURER'S SPECIFICATIONS.
STABILIZED CONSTRUCTION ENTRANCE PLAN
· MUST EXTEND FULL
WIDTH OF INGRESS AND
EGRESS OPERATION.
NOT TO SCALE
METAL, SYNTHETIC, GEOTEXTlLE FABRIC
OR WOOD POSTS ...
~
GROUND LINE :fl
I" 6' MAX. . I 'lo ~
~~
SlL T FENCE
TIEBACK BETWEEN
FENCE POSTS
AT ANCHOR
4"
-
SILT FENCE ELEVATION
. z
CIl-
~ "
COMPACTED SOIL LENGTH 18
ENBEDMENT DETAIL
@
TIEBACK DETAIL
SILT FENCE
GENERAL NOTES:
1. SILT FENCE SHALL BE PLACED AS CLOSE AS
POSSIBLE TO EDGE OF CONSTRUCTION LIMITS
OR AS DIRECTED.
2. THE SPACING OF THE TIEBACKS SHALL EQUAL
THE SPACING OF POSTS. ADDITIONAL POST
DEPTH OR TIEBACKS MAYBE BE
DETAIL REQUIRED IN UNSTABLE SOILS.
w
SILT FENCE PLACEMENT
SILT FENCE
SCALE: NONE
TOP OF EXIST.
GROUND
. . . 2"x2"x36" WOOD STAKES
. . . . .. (2 PER BAtE ON
. . . . . . . .' .... t:!ON;-P~VEQ '1\'3EAS)
q:, . . GRADED AREA
'" . . (SODDING OR
'" \ \ . . SEEDING)
" . . .
ISOMETRIC VIEW
NTS
BOTTOM ELEVATION OF
END BALE SHALL BE
EQUAL TO OR GREATER
THAN TOP OF LOWEST
MIDDLE BALE.
~
l!;
!
~
i5
FOR SCOUR PROTECTION
USE EROSION MAT FOR
CHANNEL LINING. LAP MAT
UNDER UPSTREAM BALES
AND SECURE FABRIC WITH
WOOD STAKES AT 3'-0"
INTERVALS.
FILL ANY OPENINGS
WITH LOOSE STRAW
II
III I
II I I I I
XMXg~~TJ~I~~ s~rn~s
II
mAW BALES
ELEVATION VIEW
NTS
PLAN VIEW
NTS
TEMPORARY STRAW BALE CHECK DAM
SCALE: NTS
DESIGN BY:
NRJ
1(;). ~!N. ~H~C!~~~D~!!~~N~!A 1~5~.
[;] [I] TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
CHECKED BY:
APPROVED BY:
BCP
GENERAL NOTES:
1. DITCH CHECKS SHALL
BE SPACED SUCH THAT
THE TOP OF DOWNSTREAM
CHECK IS AT THE SAME
ELEVATION AS THE TOE OF
THE ADJACENT UPSTREAM
CHECK.
2. EITHER BALE
PLACEMENT PATTERN
SHOWN MAYBE USED AS
DIRECTED. IN BOTH CASES,
THE BALES SHALL BE
STAGGERED.
INLET PROTECTION
SCALE: NONE
EROSION CONTROL PLAN
SCALE:
HOR.: 1" = 20'
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06-2366
C5.0
DRAWING NO.
MEDICAL DRIVE SHOPPS
L
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REVISIONS
~~
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ELEClRlC % /i
SERVICE
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ -2/L/LL/L/d/. :;::; ZJ
~ '1/11111111;;;[j;J./I.iJLJ.w:-,.,____-
0/i1/i1J./ ,____'~ ______
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GAS
SERVICE
=-
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-I [I] TEL. (317) 293-3542 FAX: (317) 293-4737
DESIGN BY:
DRAWN BY:
TEB
NRJ
LAYOUT PLAN
CHECKED BY:
APPROVED BY:
BCP
MEDICAL DRIVE SHOPPS
----
\
\
\
\
\
----
----
----
----
----
----
----
----
LEGEND
@ UNE, PAINT, 4", WHITE
@ UNE, PAINT, 4", BLUE
@ PAVEMENT MARKING, SYMBOl, HANDICAP
PARKING SUMMARY
REO'D. PARKING SPACES
PROVIDED PARKING SPACES
REO'D. ADA SPACES
PROVIDED ADA SPACES
39
44
2
2
SCALE:
HOR.: 1" = 20'
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06-2366
DRAWING NO.
C6.0
~
~
~
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~~
f
- ---
END RETAINING
WALL
~
~~
'-'
BEGIN RETAINING ~ I
WALL
STR. NO. 2~
I
821.14
~ -
STR. NO. 10
NOTE:
FOR PROPOSED UNDERGROUND DETEN~ON SYSTEM
AND PROPOSED STORM SEWER DETAILS, SEE
STORM LAYOUT PLAN.
1i
I
.
! ~ REVISIONS
~~ ..
7'j I
~~ ~
~~gll
~g~!
i~iJ
CiG:CLC
DESIGN BY:
NRJ
TEB
BCP
GRADING PLAN
l!i(j). ~!N. ~H~C~~~~D~!!~~N~!A 1~5~.
-I [I] lEL. (317) 293-3542 FAX, (317) 293-4737
DRAWN BY:
CHECKED BY:
APPROVED BY:
MEDICAL DRIVE SHOPPS
RETAINING WALL
3' (TYP.)
LOW PERMEABIUTY
SOIL
3/4" CLEAN
CRUSHED STONE
TYPICAL SWALE SECTION
SCALE: NONE
LEGEND
~
TC
BC
PROPOSED ELEVA~ON
TOP OF CURB ELEVA~ON
BOTTOM OF CURB ELEVA~ON
SCALE:
HOR.: 1" = 20'
VER.: NA
DATE: 8/28/06
PROJECT NO.
06-2366
DRA'MNG NO.
C7.0
I
~/:
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--------------1C~d:~d:~~1
STR. NO. 15
T.C. 821.61
STR. NO. 16
T.C. 821.59
~
i~
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~
~
~
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~
.
~~ E
Iii ~ ~ REVISIONS
~~ ~
'~ 8
!~ ~
~~i~
IJ!J
~ '1;// / / / / / I:;; Lv.
0UiLf./j}/.
....---'.-
,....---,....---'
BEGIN RETAINING
WALL
STR. NO. 23
T.C. 821.04
STR. NO. 24
F====~~
=:=h \
l~~~
STR. NO. 10
INLET TYPE "E-7" AND
23.7' OF 12" PIPE REQ'D.
CONNECT TO STR. NO. 23
INV. EL (UPSTREAM) 816.72
INV. EL. (DOWNSTREAM) 816.25
STRUCTURE DATA
STR. NO. 17
INLET TYPE "J-l0" AND
51.5' OF 12" PIPE REQ'D.
CONNECT TO STR. NO. 18
INV. EL. (UPSTREAM) 817.82
INV. EL. (DOWNSTREAM) 817.64
STR. NO. 11
INLET TYPE "F-7" REQ'D.
CONSTRUCT INLET OVER
EXIST. 18" PIPE
INV. EL. (UPSTREAM) D.I.F.
INV. EL. (DOWNSTREAM) EXIST.
STR. NO. 12
INLET TYPE "F-7" REQ'D.
CONSTRUCT INLET OVER
EXIST. 18" PIPE
INV. EL (UPSTREAM) D.I.F.
INV. EL (DOWNSTREAM) EXIST.
STR. NO. 13
INLET TYPE "A-2" AND
74.1' OF 12" PIPE REQ'D.
CONNECT TO STR. NO. 14
INV. EL. (UPSTREAM) 819.38
INV. EL (DOWNSTREAM) 819.08
STR. NO. 14
INLET TYPE "A-2" AND
85.4' OF 12" PIPE REQ'D.
CONNECT TO STR. NO. 15
INV. EL. (UPSTREAM) 818.25
INV. EL (DOWNSTREAM) 817.40
STR. NO. 15
INLET TYPE "A-2" AND
5.8' OF 15" PIPE REQ'D.
CONNECT TO STR. NO. 16
INV. EL (UPSTREAM) 817.32
INV. EL (DOWNSTREAM) 817.30
STR. NO. 16
OIL / WATER SEPERA TOR AND
8.0' OF 15" PIPE REQ'D.
CONNECT TO DETENTION SYSTEM
INV. EL (UPSTREAM) 817.22
INV. EL. (DOWNSTREAM) 817.20
NOTE:
FOR PROPOSED UNDERGROUND DETENTION SYSTEM
AND STORM STRUCTURE DETAilS. SEE DETENTION SYSTEM
DETAil SHEETS
DESIGN BY:
NRJ
STORM LA YOlIT PLAN
Icr v.~, !~C!!~~O~~~~,~, I~~.
I [I] TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
CHECKED BY:
APPROVED BY:
BCP
MEDICAL DRIVE SHOPPS
STR. NO. 18
INLET TYPE "M-l0" AND
4.0' OF 15" RCP REQ'D.
CONNECT TO STR. NO. 20
INV. EL. (UPSTREAM) 817.30
INV. EL. (DOWNSTREAM) 817.29
STR. NO. 19
INLET TYPE "J-l0" AND
60.0' OF 12" RCP REQ'D.
CONNECT TO STR. NO. 18
INV. EL (UPSTREAM) 818.50
INV. EL. (DOWNSTREAM) 818.29
STR. NO. 20
Oil / WATER SEPERA TOR AND
5.3' OF 15" RCP REQ'D.
CONNECT TO DETENTION SYSTEM
INV. EL. (UPSTREAM) 817.21
INV. EL. (DOWNSTREAM) 817.20
STR. NO. 21
EXIST. INLET
NO CHANGE REQ'D
INV. EL. (UPSTREAM) EXIST.
INV. EL (DOWNSTREAM) EXIST.
STR. NO. 22
EXIST. INLET
NO CHANGE REQ'D.
INV. EL (UPSTREAM) EXIST.
INV. EL (DOWNSTREAM) EXIST.
STR. NO. 23
MANHOLE TYPE "C-4" AND
30.4' OF 15" RCP REQ'D.
CONNECT TO EXIST. M.H.
INV. EL (UPSTREAM) 814.72
INV. EL. (DOWNSTREAM) 814.50
STR. NO. 24
EXIST. MANHOLE
CONNECTIONS FROM STRUCTURE
NO. 23
INV. EL. (UPSTREAM) EXIST.
INV. EL. (DOWNSTREAM) EXIST.
STR. NO. 25
EXIST. PIPE
REMOVE 10' OF EXIST. PIPE
AND CAP PIPE IN PLACE
INV. EL. (UPSTREAM) EXIST.
INV. EL. (DOWNSTREAM) EXIST.
STR. NO. 26
UNDERGROUND DETENTION SYSTEM
5.8' OF 12" RCP AND 5.8' OF 6" PVC REQ'D.
CONNECT TO STR. NO. 23
INV. EL (UPSTREAM) (6") 814.75, (12") 817.60
INV. EL (DOWNSTREAM) (6") 814.72, (12") 817.57
SCALE:
HOR.: 1" = 20'
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06- 2366
DRAWING NO.
C8.0
fi
~
/
~
3--
~~
00
<~
~:;!!
'io
"
~
"8
~
End view of pipe/fabric connection. Cut an X in the
fabric slightly larger than pipe, pull the fabric around the
pipe to create the "boot" and then secure with a
hose-clamp.
/.--- ----------
I
I
I
I
I
I"~ ~ -
End - ~:,:,:f~~--
View
InIel!outletpipe
---,
\
I
1
I
I
I
I
I
I
I
I
\
I
//
- ~" cui in the fabric
to aUCWo" pipe to enter.
\ ~--".,,~,
Conned into a "boot."
Side View
Rainstore3 Inlets/Outlets With Fabric
NOT TO SCALE
Invisible
StnJ.ctures., mc.
RSJinletoulkt.dWl
DESIGN INFORMATION
TOTAL UNITS = 1,793 ea.
BOTTOM ELEVATION = 814.75
TOP ELEVATION (12 UNIT STACK) = 818.75
BOTTOM ELEVATION (11 UNIT STACK) = 818.42
STORAGE AVAILABLE = 5,979.83 ft
STORAGE USED = 4,503.61 ft3
PEAK STAGE = 817.56 ft3
ALLOWABLE DISCHARGE = 0.69 cfs
PEAK DISCHARGE = 1.64 cfs
ELEV. 818.75
GeQQrid (Tensar 8Xl200or equiv.)
COrlD.tcline pi~ to the RaiDllore.1strudure
1600Juk!lOoSL,SuitI!Jl0
Gold~,CnI0l'ado80401
800-23l-t510FAX800-2JJ-1521
www.invBibll!!ltructures.com08J04
Invisible
Structures, Inc.
RS3sysum.dwg
NOTES:
1. UNDERGROUND DETENTION SYSTEM SHALL BE CONSTRUCTED
USING RAINSTORE3 MANUFACTURED BY:
INVISIBLE STRUCTURES, INC. MR. PIERRE DEUBELBEISS
1600 JACKSON ST., SUITE 310 SYS TEC SERVICES
GOLDEN, CO. 80401 12344 SOUTHEASTERN AVE.
(800) 232-1510 INDIANAPOUS, IN. 46259
(317) 826-7783
2. PEAK DISCHARGE GREATER THAN ALLOWABLE DUE TO 6" MIN. ORIFICE REQUIREMENT
(SEC. 302.06 CITY OF CARMEL STORM WATER TECHNICAL STANDARDS MANUAL).
AN ORIFICE SIZE OF 3" WOULD BE REQ'D. TO RESTRICT FLOW TO THE ALLOWABLE RATE.
UNIT HEIGHT
AT INLET PIPE \
'-1I-' '-lI-' ,tll-l '-Ij-l '-IP
JUUU..JI
Rainstore3 Unit Dimensions
01 meter (4")
Rainstore3 Unit Detail
SingleRaln.oreSlnjectlOl'mcIcledunlt~lItl'jl....ddmen'Io"'
Invisibl e
Structures, Inc.
RS3dl'taiLltw1I
ELEV. 818.42
J: J:
Cl Cl
:i: :i:
l!! l!!
Z 15" RCP Z
=> =>
N INV. 817.20 ::
INLET PIPE
.
~~ E
~o ~ REVISIONS
tD~ CIi
~~ ~
~a ~
~~g:8
ml
6" PVC
INV. 814.75
OUTLET PIPE
5 UNITS WIDE
SECTION "A-A"
(SEE STORM LAYOUT)
NOT TO SCALE
DESIGN BY:
NRJ
DElENTlON SYSTEM DETAILS
ELEV. 814.75
SCALE:
HOR.: AS NOTED
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06-2366
DRAWING NO.
C9.0
l!i~1 V4!? N. !~C!~~~D~~~~N~!A 1~5~.
-I [I] TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
BCP
CHECKED BY:
APPROVED BY:
MEDICAL DRIVE SHOPPS
L
~
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~~
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\ \1 I ~
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I ~ I ,
I II I Yr' U^ ~ ~
I A nJRNING POINT. ~
\ I .)57.42 .....~
1 ( TI JRNINI: ... ::::::.:.:-:.:-::.:.:.:.:- .[Ngg}'{~~
I ~ ~ ~ 382.42
I T1IRNINI: POINT
~ I I ~
..
i I 1
i ~ EO ST. GROUND u~
.:l J~
d - -
~ ~ ~~~ ~
~ KEYSTONE MINI CAP UNIT ~ . I .--<I-If-
_ -- li=il I I'?'
A ~ (18"Wx8"Hx12"D) ----- "' -
-1111 ~
~
KEYSTONE COMPAQ UNIT~ - ~;f;fI
~ II II I--<>- ~ (18"Wx8"Hx12"D) :t" LOW PERMEABIUTY
d SOIL
Jr \ \ \ \ ..... ~ \ GEOGRID AS REQ'D.:~ h~~;:j
\
~
~ BY MANUFACTURER ~ ~ ~~~
~ II ~ -~ ~ ~ ~ 3/4" CLEAN
_~),;' ),; 4 CRUSHED STONE
I I ~ PA"'.ENT\ -;~ I!:'~ if 1
I 1 ,/' j J
".~;..;;'" ~ - '- U;j;;I ~
v - ~~~1
...-"" --==-;:::::::::.::::. /7//////~..0' J r b!-/J
( -::::::-::0.- ,./ f-rr~'
--=:= 16" MIN. WALL .J.
=-:;:::::::.:::-- EMBEDMENT DEPTH ~ .rx:: 1)
TlIRNINI: PO'IIJT ~ I ---=' ~
41.57 \ \ ,- --== = = :=0- ~ ~,... \,\lIt 6" COMPo AGG. #53
=:=0- COMPACTED TO 95:11:
I \ --==
~==-;::::::=;- MAX. DENSITY
I 0 =:0--
~ \ ~= SECTION
---::::::.=:;::;.-- A-A
10\ \ ---::::::.=:;::;;--
~~::::;;-- SCALE: NONE
~
--=:.=
--=:. :=0-
J~""'=:=O-
~~ R~I:'IIJ PRO~' ~
== 0.00
9 4 STEPS 0 7 STEPS 3 STEP ~
175.5 35.25
845 12.75 51 <<>> 3.75 C 5.25 ~ 12.75 /
~ !; 845
840 ~ = ...u........ ,.....,. ~o EXIST. GROUND UNE ~co 'i<l ~~ 00 'i<l ~
-;.. 'i<l 1,c ;. r'C'! ALONG FACE OF WAu...7 10 r-: 10
'"' j C. ,,~ ui " . ..t- :... 840
835 ~ li :8 EL. 826.18\ Ol ""I~ ~ ~ 1~ 13.55 """'- PROP. GROUND UNE / 1?-l ~ ~~ I"l ;;, R~
... ~ EL. 8 ALONG FACE Of
~ ~ II: \ ~ WAu..., co 835
830 ,... I~EL. 823.50 . 7-. ~
0:0 TOP OF ~~ / 104.03' 1\ 11II- II --- , 830
825 ~o CONC. CURB7 EL. 822.27'11 .- /EL. 8 2.93
~ I ~~ 825
820 382. 2'
'\ /~ LEL. IEL. , .,- EL. 8 .03 820
815 0.00' 'i<l 00 / I"l \ LEL. 293.08' /
EL. 820.41 820.49 10 821.16N "'! EL. 823.89 82 ~.50 'i<l N
...: 176.20' EL. 824.00 ~ \ ~. ^_. _. EL. 823 46 ~
49.03' / .,. :: ;: "-L g"".g" ~ EL. 0"".0: 815
810 EL. 821.84 64.5' 27.75' 6.25' 0 ~
139.5' I"l 75.39
0 50 100 150 200 250 300 810
350 400
REVISIONS
DESIGN BY: NRJ SCALE:
l!Ji VS ENGINEERING, INC. RETAINING WALL DETAILS HOR.: 1" = 20' DRAWING NO.
DRAWN BY: TEB VER.: 1" = 2'
4275 N. HIGH SCHOOL RD. INDIANAPOLIS, INDIANA 46254 CHECKED BY: C10.0
TEL. (317) 293-3542 FAX: (317) 293-4737 BCP DATE: 8/28/06
APPROVED BY: MEDICAL DRIVE SHOPPS PROJECT NO.
06 2366
'8
~
5
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NOlE:
1. lHE USE OF FlEXIBLE CONNECllONS IS RECOMMENDED
AT lHE INLET AND OUTLET WHERE APPUCABLE.
2. lHE COVER SHOUUD BE POSlllONED OVER lHE 24"
OUTLET RISER PIPE AND lHE 6" OIL PORT.
3. lHE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR
MORE OF lHE FOLLOWING U.S. PATENTS:
14985148. 15498331. 15725760. 15753115, f5849181.
4. HYDRO CONDUIT STC 900 PRECAST CONCRETE
STORMCEPTOR 900 U.s. GALLON CAPAOTY.
- -
~
-
(-:~
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I I I
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24"" OUTLET
R1~~
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PLAN
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PORT
FRAME AND COVER AS SPECIFIED ~
PRECAST CONC. \
ADJUSTER RING
W' CEMENT MORTAR
BfB
"LU S
11"
--r- 24" DIA.
4" lAIN. 1-_
ECCENTRIC CONE~f
CONCENTRIC CONE,
OR PRECAST COVER ,.
4" MIN. f,/ f-
iJ:x ~.
.I ~ BUTYL RUBBER BASE
. EXTERIOR BACKPLASTER
~ MATERIAL. V. MINIMUM
lD ~ THICKNESS FROM 2" BELOW
- '~ I TOP OF CONE TO CASTING
, !1i t'l PER SPECS. .
>
-
4" MIN. 'f-
-'
ENLARGED INLET TEE DROP PIPE
.
;T-
~-
STORMCEPTOR.
FRAME AND COlIER
GRADE ADJUSTERS TO
SUIT FINISHED GRADE
rib
'~'Ff
1 ;..-~"" OIL
It" PORT
,,'
PRECAST MANHOLE_____
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6" BEDDING
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BOTHWAYS
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':" SECTION "A-A"
OIL/WATER SEPARATOR
NOT TO SCALE
MANHOLE TYPE 'C'
NTS
NOTE: MANHOLE CONFORMS TO ASTM.C-478
JOINT CONFORMS TO ASTM C-443.
'8
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~~ ~
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DESIGN BY:
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[;] [I] TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
CHECKED BY:
APPROVED BY:
BCP
O-RING GASKET BETWEEN
ALL RISER AND CONE
SECTIONS, PLUS 1/2"
EXTRUDABLE GASKET
(KENT SEAL OR EQUAL)
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MISCELLANEOUS STORM STRUCTURE DETAILS
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PROJECT NO.
06 2366
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NOTE:
RING AND COVER TO BE MACHINED
TO SECURE UNIFORM BEARING
2'-1"R/ ~
~
0---1
PLAN
SECTION C-C
CASTING TYPE 7
CASTING TYPE 2
NTS
NTS
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6
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SCALE:
HOR.: AS NOTED
VER.: NA
DA TE: 8/28/06
PROJECT NO,
06 2366
DRAWING NO.
C12.0
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2 1/4"
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2'-10 1/2"
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SECTION A-A
* IN SPECIAL CASES OR WHERE INLET PIPE IS REQ'D. DIMENSION A & B
SHAll BE INCREASED OR DECREASED 12", AS DIRECTED.
** 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET.
11-** }" MIN. DIA PIPE TO BE KEPT OPEN FOR DRAINAGE OF SUBGRADE OR
BASE UNTil SURFACE IS PLACED.
. ...
'j
SECTION A-A
INLET TYPE A
SCALE: 1"=1'
INLET TYPE E
NTS
DESIGN BY:
NRJ
MISCELLANEOUS STORM STRUC1\JAE DETAILS
I' ~!, !~=~~~~!!!~,~, I!,C.
I [J] TEL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
CHECKED BY:
BCP
MEDICAL DRIVE SHOPPS
APPROVED BY:
"'- 2- Open pick holes
4- 1" Vents
t>
~
"<;)0
.-.
1" dia. anchor bolt
holes on a 29 1/8" dia. b.c.
4 req d.
CASllNG TYPE 4
NlS
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DESIGN BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
NRJ
~
$
,B
. 3
CURB CAS~NG SEC~ON
CASTINGS TYPE 8 & 10
GENERAL NOTES
CD ALL GRATES AND MANHOLE COVERS SHALL BE CAST
OF DUCTILE IRON OR STEEL AND ALL FRAMES, RINGS
AND CURB BOXES SHALL BE CAST OF GRAY IRON, UNLESS
~THERWISE SPECIFIED. SEE SEC~ON 909.05 OF THE
STANDARD SPECIFICATIONS".
@ BOLTS CONNECTING CURB CAS~NGS TO CAS~NG FRAME
SHALL BE TORQUED TO A MIN. OF 120 FT.-LBS.
. GALVANIZED OR STAINLESS 3/4"-10 UNC x 3 1/2"
ROUND HEAD, SQUARE SHOULDERED BOLTS WITH 1 FLAT
WASHER, 1 LOCK WASHER AND 1 NUT EACH.
LB
EI.Ati.
SEC1l0N A-A
CASTING TYPE 10
NlS
MISCELLANEOUS STORM STRUClURE DETAILS
ITB
BCP
MEDICAL DRIVE SHOPPS
SEC1l0N B-B
SCALE:
HOR.: AS NOITD
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06 2366
DRAWING NO.
C13.0
NOTES:
1. BEARING AREA TO BE SYMETRICAL ABOUT I OF PIPE
2. POUR THRUST BLOCKS AGAINST UNDISTURBED SOIL.
3. PREVENT MASS CONCRETE FROM TOUCHING M.J.'S.
4. PROVIDE THRUST BLOCKS AT ALL BURIED ENDS, TEES,
PLUGS AND VALVES OF WATER MAINS AND FORCE MAINS.
ARRY CONCRETE
TO SOLID GROUND
"-
il
. 1'h
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Wj
THRUST BLOCK DIMENSIONS
D A B C E F G H I J
4" 4 3/4" 1'-3" 8" 11 " 11" 3'-0" 2'-6" 2'-6" 6 1/2"
6" 5 1/4" 1'-3" 8" 1'-0" 1'-1" 3'-0" 2'-6" 2'-6" 8"
8" g" 1'-8" 8" 1'-1" 1'-2" 4'-0" 3'-0" 2'-9" g"
10" 11" 2'-1" 10" 1'-2" 1'-3" 4'-6" 4'-0" 3'-0" 11 "
12" 1'-0" 2'-6" 1'-0" 1'-3" 1'-6" 4'-9" 4'-6" 3'-6" 1'-0"
24" 1'-3" 2'-0" l' -10" l' -10" 1'-10"
"T"
4"
4"
4"
4"
5"
5"
5"
6"
6"
6"
6"
6"
8"
g"
g"
g"
g"
10"
10"
1'-0" MIN MATCH EXIST. PAVEMENT
UNDISlURBED (iMATERIAL AND THICKNESS
EXIST. PAVEMENT, SAW',,\GROUND ,
CUT STRAIGHT EDGE '-- /APPROVED EXCAVATED MATERIAL IN UNPAVED
I AREAS UNLESS OTHERWISE DIRECTED.
I
- - - 0~~~~~t. .......~<<(~<<<<'
- r- - "'. / / .....'. .' <<-'<'
~~ ////) ~):
WARNING TA{~ ~//;; \.......' '~~~ FLEXIBLE PIPE WITH. SOLID OR PROFILE
18" ABOVE "% / / /.... /WALLS, GRANULAR BEDDING MATERIAL SHALL
NEW PIPE ~ / / / ". ....... >;;:BE PLACED AND HAND TAMPED IN 6" LAYERS
~;.: / / / / I... p' '~TO A MINIMUM OF 1'-0" ABOVE PIPE.
~ / / / / \.. 7/)'; , "
~ //// ......~~ ~
~ ;;;;;.',.. .... ~~
y":;:: / / / / /)~.
/,(, / / / / /<,
~/~/. <r
/~ .:-:-~ ~.:-:- ~
~ :.:.:.:. j.:.::~ ~BED PIPE IN SPECIFIED GRANULAR BEDDING
''T'' MIN <"~<::-.."-;(~::-..'\;(::-..'\;(~ MATERIAL HAND TAMPED IN 6" LAYERS TO
~'''V>'l;; ~);("~' 8" TO 12" ABOVE PIPE. BEDDING MATERIAL
/-' H 'I SHALL CONFORM TO INDOT 903.02, SIZE NO. 8
"W" OR "u" AT
TOP OF PIPE
~
"-
DBL. ACTING
STEEL WEDGE
w
.:.;;l~
~.i~4: ~-
~,- ~.. "., ".:.. '~_.., -: '~4' ~
! I
g" MIN. I
~ ~.;: I ~~IES ~-&.__ ~~lL~.c __"
~~~: :. wI ll:......:t..;..:.~ ()
CARRY CONCRETE)] ~;J! L-
TO SOLID GROUND CARRY CONCRETE I
TO SOLID GROUND
SECTION
ELAN.
PLAN
"I:: }~"
II
. II
II
<l 1ft> <l
II
II II
II .:l 17
Q U II
4 (j " 4
</.J
D
(8'4"
~~)
2/3 D (8"MIN.)
ELAN.
I
EMBED NO. 6 BARS-22"
& PAINT WITH TWO COATS
~ OF BITUMINOUS PAINT. HORIZONTAL BEND
4 ~
"--CARRY CONCRETE
TO SOLID GROUND
SPECIAL BACKFILL UNDER PAVEMENT,
DRIVES, WALKS OR WHERE ORDERED,
TAMPED IN 6" LAYERS. SPECIAL
BACKFILL SHALL CONFORM TO
INDOT 211.02b
.. TABLE IS FOR ASTM 0-3034,
WALL THICKNESS CLASS SDR 35
FOR 6"-15" AND ASTM F-679 WALL
THICKNESS CLASS T-l FOR 18"-36".
FOR OTHER FLEXIBLE PIPES, MINIMUM
TRENCH WIDTH "U" SHALL MEET
MANUF AClURER'S REQUIREMENTS.
FOR STORM SEWERS, SANITARY FORCE MAINS, WATER/FIRE MAINS
TRENCH DETAIL AND TRENCH SCHEDULE
NOT TO SCALE
NOTES:
1. UNDER EXISTING SEWERS, WATER LINES, GAS LINES, TELEPHONE CABLES AND ELECTRICAL CONDUITS, BACKFILL
WITH GRANULAR MATERIAL TO THE CENTERLINE OF THE EXISTING UTILITY UNES.
2. "W" IS THE MAXIMUM WIDTH FOR RIGID PIPES.
"U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES IN ACCORDANCE WITH ASTM 0-2321.
ELEV. AS SHOWN
ON GRADING PLAN
.
co
If~ELEV' AS SHOWN
ON GRADING PLAN
.
Ld
EXIST. CONC.
3~~R~Ek. 2.0%~ ~ .; CURB AND GUTTIER
I l..:====]
19" \ '" bt \ \. 4" PCCP SIDEWALK
'\ "'-BITUMINOUS MATERIAL ~GRANULAR FILL
FOR TACK COAT COMPACTED TO 95% OF
GRANULAR FILL ITS MAXIMUM DRY DENSITY
COMPACTED TO 95% OF
ITS MAXIMUM DRY DENSITY
CONC. CURB
5'-0"
g" MIN.
VARIES "I
-.--.-
w
"'CARRY CONCRETE
TO SOLID GROUND
SECTION
TEE
SECTION
C
G
SECTION
VERTICAL 1 /16 & 1 /8 BEND
THRUST BLOCKS
NOT TO SCALE
1"
6"
OUTSIDE OF
BUILDING WALL
{COMBINED CONC. CURB & /:ELEV. AS SHOWN
SIDEWALK ON GRADING PLAN
.
co "-\ 2.0% ~
"" - .,-~
~, '" "--4" PC;' SIDEWALK
9" co GRANULAR FILL
BITUMINOUS MATERIAL COMPACTED TO 95% OF
FOR TACK COAT ITS MAXIMUM DRY DENSITY
GRANULAR FILL
COMPACTlED TO 95% OF
ITS MAXIMUM DRY DENSITY
CURB DETAIL
NOT TO SCALE
TYPICAL SIDEWALK SECTION AT BUILDING
NOT TO SCALE
VERTICAL ELBOW
TRENCH SCHEDULE
SIZE
6"
8"
10"
12"
15"
16"
18"
21"
24"
27"
30"
36"
42"
48"
54"
60"
66"
72"
78"
.W"
2'-6"
2'-6"
2' -6"
2'-9"
3'-0"
3'-3"
3'-6"
3'-11"
4'-3"
5'-6"
5'-9"
6'-3"
6'-11"
7'-4"
8'-0"
8'-6"
g'-,"
9'-8"
10'-3"
.U...
2' 0"
2'-1"
2'-3"
2'-5"
2' -8"
2'-10"
3'-0"
3'-4"
3'-8"
3'-11"
4'-4"
5'-2"
SLOPE
VARIES~
NOT TO SCALE
TYPICAL SIDEWALK SECTION AT STREET
SCALE:
HOR.: AS NOTED DRAWING NO.
VER.: NA
DATE: 8/28/06 C 14.0
PROJECT NO.
06-2366
MISCELLANEOUS DETAILS
MEDICAL DRIVE SHOPPS
,p".?"
t,
\;>
1> 'b
N
ELEV. AS SHOWN
ON GRADING PLAN
1 1/2" HMA SURFACE TYPE "A" ON\
3" HMA INTERMEDIATE TYPE "A" ON
6" COMPo AGGR. BASE NO. 53 ON
3" COMPo AGGR. NO. 2
BITUMINOUS MATERIAL ~SLOPls
FOR PRIME COAT VARl
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COMPACTED SUBGRADE OR FILL
COMPACTED IN 8" LIFTS WHERE REQ'D.
REVISIONS
DESIGN BY:
NRJ
I(#). ~~ N. !H~C!~~~D~!!~~N~~A 1~5~.
-100 1EL. (317) 293-3542 FAX: (317) 293-4737
DRAWN BY:
TEB
CHECKED BY:
BCP
APPROVED BY:
1 1/2" HMA SURFACE TYPE "A" ON
3" HMA INTERMEDIATE TYPE "A" ON
6" COMPo AGGR. BASE NO. 53 ON
3" COMPo AGGR. NO. 2
BITUMINOUS MATERIAL
FOR PRIME COAT
COMPACTED SUBGRADE OR FlLL~
COMPACTED IN 8" UFTS WHERE REQ'D,
NOTES
1i
~~
i~
~~
~~
"
~
1. CONTRACTOR SHAll NOT BACKFlLl SERVICE
CONNECTION UNTIL lHE CITY HAS INSPECTED
AND TAKEN MEASUREMENTS. ELEVATIONS AND OlHER
INFORMATION REQUIRED FOR PURPOSE OF RECORD.
2. ALl TEE AND WYE BRANCHES IN lHE MAIN SEWER
UNE ROTATED MORE lHAN 30' FROM HORIZONTAL
SHAll BE ENCASED IN 6. MIN. OF CLASS .B.
CONCRETE.
3. TEE BRANCHES MAY BE USED IN UEU OF WYE
BRANCHES FOR CONNECTIONS TO MAIN SEWERS
IS. AND LARGER.
;
S'
CURB BOX W1lH COVER
~
Z
:i
in
..=
CURB STOP
CONCRETE BLOCK
WATER MAIN
TAPPED SERVICE CLAMP
FORD F-l OR EQUIVALENT ·
WATER MAIN
CURB BOX W1lH COVER
2. HOPE SLEEVE ..
....
z
n
CONTRACTOR TO FlELD STAKE LOCATION
OF END OF SERVICE UNE (MATERIAL)
NOTES
1. 1. OR SMALLER SERVICE UNE SHALl BE DIRECT
TAP UNLESS APPROVED BY CARMEL UTIU11ES.
2. 1 1/2. AND 2. SERVICE UNES SHALl USE WRAP AROUND
CLAMPS. SMllH BLAIR 226 OR EQUIVALENT.
3. CORPORA 110N STOP SHALl BE BRAND AND MODEL APPROVED
BY CARMEL U11U11ES.
4. SERVICE UNE TAP SHALl BE INSTALLED W1lH A MIN. HORIZONTAL
SEPARA110N OF 24..
5. 2. TAPS AND SMALlER SHALl NOT BE INSTALLED W1lHIN
IS. OF MECHANICAL JOINT BELLS.
CONTRACTOR TO FlELD STAKE LOCA 110N
OF END OF SERVICE UNE (MATERIAL)
WATER SERVICE DETAIL
NOT TO SCALE
I' t>
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AS SPEClFlED
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REVISIONS
IT ~!?N. !H~C!~~~D~!!~~N~!A 1~5~.
[;;][1] lEL. (317) 293-3542 FAX: (317) 293-4737
· SERVICE CLAMP MUST BE OMITTED FOR SERVICES 1. AND SMALLER AND
DIRECT TAPS MADE TO DUC11LE IRON PIPE, CLASS 350 OR GREATER.
(\mIFY W1lH OWNER FOR PRESSURE CLASS DIP)
.. FOR ALl 3/4. AND 1. SERVICE UNES INSTALLED UNDER PAVEMENT INSTAll
2. HOPE SlEEVE.
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SPEClFlED BEDDING MATERIAL
CONFORMING TO INooT
903.02, SIZE NO. S
ENCASE IN CLASS .B. CONC. (6" MIN.)
DESIGN BY:
NRJ
SEWER CONNECTION DETAIL
NOT TO SCALE
MISCELLANEOUS DETAILS
MEDICAL DRIVE SHOPPS
6. CONNEC11ON
DRAWN BY:
TEB
MAIN SEWER AS
SHOWN ON PLANS
CHECKED BY:
BCP
SCALE:
HOR.: AS NOTED
VER.: NA
DA TE: 8/28/06
PROJECT NO.
06-2366
DRAWING NO.
C15.0
APPROVED BY:
r;
Key SCientifiC Name
Common N<ilme
5t.'ilrt SIze
nty
7
I
JZ Ze\kova serrata
Hl Gledltsla trlcantho5 merml5 '5k cole'
Acer Platanoldes 'Emer..ld Queen'
C Taxodlum dlstlchum
55 me anCl'ller x randl lor.; I utumn rI lance'
CC aU5 oracoe
TL 5 nn a retlculata 'Iva 511k'
CS Icea un ens
fG ennlse urn a 0 ecuro\ es ame n
\NY aXU5 x me 101 ar II
CB er erl5 un er II nrnson m
KJ Un! erus chinen 51:; a;, om act
Japanese Zelkova
5k Ine Hone locust
Norwa Ma I
Bald Cress
urn ervlce er
oriil U1"5 ra a e
a anese ree lilac
Colorado 5 ruee
ountam raS5
c Y
,
27
10
G4
2.5"
2.5"
2.5"
2.5"
b-7 clum
10
5
G
2"
7-5'
12-15"
I -24"
I -I
12-15"
Shmh rb~1rn:t n~;!iifu
LANDSCAPE NOTES:
I. CONTRACTOR SHALL LOCATE AND VERIFY EXISTENCE OF ALL UTILITIES
PRIOR TO STARTING WORK.
2. CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY AND
QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON
DRAWING.
3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY
THE CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK,
ANSI ZGO. I-I :leG", PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN OR EQUIVALENT.
4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING
HAS BEEN FINISHED AND APPROVED.
5. ALL PLANTS SHALL BE PLANTED 50 THAT THE ROOT CROWN IS PLANTED
AT GRADE LEVEL.
G. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN. NO
CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT
WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED
AT THE TIME OF PLANTING. ALL TWINE OR ROPE SHALL BE REMOVED FROM
AROUND CROWN OF TRUNK TO PREVENT GIRDLING OF TREE.
7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE
CONTAINER BALL SHALL BE CUT THOUGH THE SURFACE IN TWO VERTICAL LOCATIONS.
8. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES SHALL BE STAKED
FOR APPROVAL BY THE OWNERS REPRESENTATIVE.
9. LANDSCAPE CONTRACTOR SHALL REFER TO CONTRACT SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
10. LANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE
CALENDAR YEAR FROM THE TIME OF PROVISIONAL ACCEPTANCE.
I I . IF THERE IS A DISCREPANCY BETWlEEN THE PLANS AND THE PLANT LIST, THE PLANS
SHALL TAKE PRECEDENCE.
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20'..0'
20'-0"
20'-0'
20'..0'
20'.0'
20'-0'
20'.()"
20'.0'
14'.8"
14'.8'
14'-8'
14'.S'
14'-8'
14'.8'
14'.8'
14'.8'
:~~~~2:J~~~)~~~ Ii :~~~~~~Jl=\~~d~~~ :~~~~lJl=\~~d~~~
:11: :11: i\l: :11:
II II II II
II II II II
II II II II
II II II II
:11: :11: :\1: :11:
II II II II
II II II II
II II II II
II II II II
. . . . . . .
II II II II II II II
---+-1: ---+I:---~----~----~---+I: ----t>--
II II ~ ~ r- II II
:11: :11: :\1: :11: :\1: :11: :11:
II II II II II II II
II II II II II II II
:: UNIT "B' :: UNIT "C" :: UNIT "0' :: UNIT "E" :: UNIT "F" :: UNIT "G" ::
:11: 1,200S.F. :\1: 1,200S.F. :11: 1,200S.F. :11: 1,200S.F. :\1: 1,200S.F. :11: 1,200S.F. III:
II II II II II II II
II II II II II II II
II II II II II II II
II II II II II II II
. Iii . . iii iii iii
II II II II II II II
II II II II II II II
II II II II II II II
~
UNIT'H"
1 ,200 S.F.
UNIT 'A"
1 ,200 S.F.
~
~-0
--
~
FLOOR PLAN
1I8'.".(J"
~
=
DECORATIVE FENCE PLAN
1/4'.1'~' All
Q
M
G
PR03ECT
MEDICAL DRIVE
SHOPPS
154 Medical Drive
Carmel, IN
BAB Associates Architecture, Inc.
733 Emerson Road
Carmel, Indiana 46032
317.844.1264 ph
317.844.7305 fx
bruceberry@babassoclates.com
GENERAL CONTRACTOR
BJ
CONSTRUCTION
1445 BROOKVII.E WAY, SUITE G
INDlANAPOUS, INDIANA 46239
PH. 317 308~2700
FAX 317 30a..2701
STAMP
SET TITLE
AS
SHEET HISTORY THIS
SHT.
MARK DATE DESCRIPTION REV.
05.09.06 SITE PLAN & FR. ELEV
05.10.06 SITE PLAN & FR. ElEV
OB.15.06 CARMEL SUBMmAL .
~
DRAWING
=
FLOOR PLAN
PROJECT NO. 61 0
DRAWN BY BAB
CHECKED BY BAS
ISSUE DATE 08.15.06
SHEET
A1.l
L
Q
M
G
ti
1
I
13
2O'~'A.F.F'$
TOP PARAPET
1
1
I
TOP~~~~$
8'~'A.F.F.
TOP wtlOOWS $
~
~
FRONT ELEVATION
118".".(J"
@ KEYED NOTES:
~
~9
~
~
03. FABRIC AWNINGS AS SHQlNN,
~
14'-8'AJ1.
o JO~T BRG,
~
~
01. INDICATES AREA ALLOTTED FOR StGKO.GE. AREASHOWN
EQUALS 3'.Q"H X 1 O'.Q"L AND CNHJT EXCEED 30 S.F. WJQMUM
02. E.I.F.s.ASSHQ'oNN,
04. ALUMINUM STOREFRONT WI GlAlN3 AS SHOWN.
05. E.I.F.s. CORNa: AS SHOWN.
14'.s"A.F.F.
JO~T BRG, $
06. BRICK PIER (BRICK TO MATCH THE BRP<. ON THE. BULOING).
FINAL SPACING f PATTERN TO BE DEtERMN:D SO AS TO
COORDtlATE W I PARKING LAV-OUT,
07. OECORATNE FENCE (DARK COlOR: TO BE OETERMtlED) AS
SHOWN. FINAL SPAC~G I PATTERN TO BE DETERMINED SOAS TO
COORDtlATE W f PARKING LAY.ouT,
0aQAH.
TOf'Sl.A8
LEFT SIDE ELEVATION
LEFT SIDE ELEVATION
lIS"_1'.Q"
JO
118"_1'Q
co
ti
1
A
1
MATERIAL LEGEND:
1 13
I
1
I
/
r
"-
1
\"...............------
'7
m eX16SPUT.fACE(UJf.O,)CMUPAHTEDAS
~flDICATED.
~ IXX2'} SCORED axB CMU P_ED AS OIlICATED,
ElF.5. (EXTERIOR NSlILAmN FNSH SYSTEM
SIMIlAR TO DRWIT OR STD, ETC,)
14'.s'A.FF
JO~T BRO,$
:O~~$
II BlOCK VEfEER IRU>NI<<l BOO) AS SHOWN.
PAtI'T COLOR.1
REAR ELEVATION
PAINT COlOR I13IACCEN'T COLOR)
1/8'.,'Q
PAM' COLOR 12
~
PROJECT
MEDICAL DRIVE
SHOPPS
154 Medical Drive
Carmel, IN
A.3
BAB Associates Architecture, Inc.
733 Emerson Road
Carmel, Indiana 46032
317.844.1264 ph
317.844.7305 fx
bruceberry@babassoclates.com
GENERAL CONTRACTOR
1445 BROOKVIL.E WAY, SUITE G
INDIANAPOUS, INDIANA 46239
PH, 317 308.2700
FAX 317 308-2701
STAMP
SET TITLE
SHEET HISTORY
MARK DATE DESCRIPTION
THIS
SHT.
REV.
05.09.06 SITE PLAN & FR. ElEY
05.10.00 SITE PLAN & FR. ELEV .
OB.15.06 CARMEl SUBMmAL .
~
2E09t "''''1''''1 'laW"llJ . p.&~9!.1.litf~E \A'ljONIEI
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REVISIONS
The WI"''''' Ham"..,..
on&-p'-diH:Bothouslng
pnwidesamooth.dHrHlllll
HStIletleawlll~'MUrlng
_lllht protection of the
ela:lrl~~
A comput8rodaignedopIlclIl
~blyd8tlvenl...~
~ClinlourbNm
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tlexlblllty.The AlRfAlS
mountlngoptlonpn>Yldel
conlrectorfriBndlv.lingl.
.,Ipmemoffbnurewllhthl
-....
SUper\or~utIllzallon.nd
.moothd*rlbutionmanlM
Hlmlfl<< Ideal for par!dnll
......._~..,d
oth"'~oItmMl
.......1I11htlnll.ppllcMk>nL
Sprln~.d1l1-CU1latcha
provldll..,uywlthoutlooll.
COOPER L1GHTlNG-LUMARK'
.".M.ull,
'lIlWth......~nt_lIl<<:e
dllH:alltaluminum houllngII
tlnl"edlnd8rlbronu
polyuler puwdarcoal III
......rcl.Opdon"colors
....n.....u.Lll.mdfo._
10000ona. CSA -"fled.
Re......abI.D.-..plooced~
,lumllKlmcklotwithclH,fllrt
mmp.r.d lllaRl..,.,
'",llchl
MoguI......porceIaIn.ocbl
forhlah~....:Ilumor
.tJow 15O\NMwraI Halide
Ilmpo.
HydlOronn.d......sz.d
llumlnum""**,rd8lll.e,,,
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hlrclmoumavanlble.H.,t
----
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......
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'...A8lNO...._......_A811iI......__.
a"'H_IIolI_bIrr ~r "" r.....r pot.; _2" ~ 4..... ,. pole..
....ASlM.....- ..' _, ~ &batbloM.d ~nd,,--wIlh
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......."'...D_..."'.._.......
"'"'fDI.....""~IIlIonI__.._....,"'._..._.............XCI. "'"'_"'......_10_._
............. FIoIu.. ND.a _rIIo
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10 sssu.1QSp .120 10111 11.0 .'/2 I/hZld.... 21.1 D~ 'U 13.0 2" 11.3 lU 111ll
11 sssu.1W .120 1011:1 11.0 "11. I/h2l..' 113 '''' lU 10.1 I.l 11.l 11.7 U U 111ll
zo ~ .120 1011.1 ".0 nl:l IIhU..' 112 It.I '.1 ... U 11.71..2 U &.2 200
21 UUA3S8F .1211 101/2 11.0 .'/2 1/.....21... IlOl U i.I U 2.1 1.0 U U 2.0 200
20 SlIIMZIIf .110 10\1:1 11.0 41n I 1/4.~25... to:II 21.1 11.7 11.1 U ".1 lU lQ.ll7.7 zoo
21 58S5oUIa1 .l~ Ull.o n.o .,.0 I IIh2ll.., 2. ,... 10.' J.2 U 1U... U U 200
. $SU.Q08F .1211 10112 ".0 n/2 I I/h2lU _ U U 2.1 - 1.7 U 2.0 - 300
. ASaUIl5f .1. '011:1 11.0 411:1 1/4..211",.. 11.1 7.1 U 1.1 11.1" U 1.4 ....
21 SIIlIIoUIIiF .110 IZ\/2 12.1 . "'.H 2M 24.1 '11.8 12.0... 9..1 1..1 11.17.1 2IIC
. ~8F .121 lZ112 12.1 I . I.... 117 '..0 1.7 1.0 2.1 13.1 U -.7 2.2 _
. SSSlIMlIIlBF .1D 1211:1 12.1 I . \..~. 101 ...4 '''' 12.1 I.. 2U '" 11.1 7. 3lllI
. &IS..... .1D '2112 ,..., . ",... .... 11.7 12.1 l" U ,... 12.0 U &.2 :100
. IIS8Ill3lISI'.2IO lZ112 12.1 . "..~. .. 21.1 1'.7 ".4'" U '''''2.1 U _
. $SIIM1IIl' .1D 1211:1 12..1 I . ,..~. IloI7 11.. '.1 U 1.1 lU 1.1 U 1.1 3lllI
. SSUllIIV.no 12112 12.1 I . ",... 822 D.I ,...... 1.7 22.4 1UI..I 1..:100
_'~__"""'_____.....I_~MOOOIIlDI.n_IUlll.I"IIDl'(lIlAlDlDll.".T~._
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1'....1.1.10
Du..bIe poIv.w powder crMt
t1nl..... Standtrd color I. brona.
Optlon.lwhiIe..dblldr.cokln
...".....
O\t.-flnJ.l'lcokl.......IIbIe.
Coneultytlu.CoopIrLiglollng
~oono;:emlng
epK:I.lcolor requl.."...nI:t.
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,"-..........--.
MOO._N_LOCI. MOUNlING t_nlfn\l_....,-...........__l
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COOPER L1GHTlNG-LUMARK"
DuelllPrION
ThlI1M1'ACTTrtfIeZold CI.IlUffW8lllumln.I" maUI.n ldul
complrrmenttolil8de1lgn. U.LU"lIClIlldCSACenlfildf""wet
IDCItIo".ln doM1 mounl.ppllcQont I11d dlmp IoClItlon.ln up
ll1OiJfIIedeppllCltlo.....
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offk:IcompIlll....partmenn,.lldnocoutlDnltf.,;llIlez.
..IClfle"lIOllln"lUIIE.
A.-H...ln.
The kouolng Is. two-piece
dalllnofd\e-cal"umlnumfor
pncl..contro1Dfto...._
.nd~lIltv.
......0..111..
Gnbted and!l1lC plMBd rigId
otHlmounllnglttKhmentflbl
d1r1C11yto4.J-80~orWl1lwUh
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qIlIcltinmllltion.Slcuredwllll
two (2) cepttwconuolon
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IIllf'lhwdlllt_oo....1ed
bullIOCtlIIible1rombottom.
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~
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DESIGN BY: NRJ SCALE:
II Y.!, ~~~~~~!~~~,~~, I~=C. EXTERIOR UGHTlNG DETAILS HOR.: NA DRAWING NO.
DRAWN BY: TEB VER.: NA
CHECKED BY: BCP DATE: 8/28/06 E1.1
TEL. (317) 293-3542 FAX: (317) 293-4737 MEDICAL DRIVE SHOPPS
PROJECT NO.
APPROVED BY: 06 2366