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HomeMy WebLinkAbout24-93 SP The Village At Millbrook Entrance PlanM LEGEND ...... Existing Storm Sewer ----i--" --- New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer -~ Existing Contour Existing Elevation 000.00 New Pavement Grade 000.00 All Other Finish Grades (000.00) Corrected Grades 0 Storm Structure Number SSanitary Structure Number Flow Arrow Denotes Elevation and 000.0 Approximate Pad Size Pavement Within Rigth-of-`Nay 3SHOULDER ti1IN. 15' PAVEMENT ALONG THE NORTH SIDE OF 99 th STREET! LLJ GENERAL NOTES z J � w 1. IT SHALL BE THE RESPONSIBILITY OF EACH O Li CONTRACTOR TO VERIFY ALL EXISTING UTILITIES cJ AND CONDITIONS PERTAINING TO HIS PHASE OFLn w L WORK. IT SHALL ALSO BE THE CONTRACTOR'S z .• ---- -- �� RESPONSIBLITY TO CONTACT THE OWNERS OF 40' PROPOSED R W — THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITIES BEFORE WORK IS 1�24' TO NEW PAVEMENT EXISTING STARTED. THE CONTRACTOR SHALL NOTIFY IN - -. -._-_ WRITING THE OWNER OR THE ENGINEER OF ANY _ NEW PAVEMENT _ EXISTING PAVEMENT CHANGES, OMISSIONS, OR ERROR FOUND ON _ THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARD FOR WORKER SAFETY. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF CARMEL BEFORE ANY ROAD CONSTRUCTION IS TO BEGIN. 4. MAINTENANCE OF TRAFFIC DEVICES TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 1988 (LATEST REVISION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD COMMON AREA 4 INE , � o;�wC 7s.2 Tr END STA=15+10.65 � ;3 GUT 0.00' RT /765TC /6.0 GUT / 83 FUTURE SECTION 2 THE VILLAGE AT MILLBROOK //QS ?ham i �0 =TC blK 5IA=44915, "1 l_J 75.7 T 13.00' RT TC BR STA=15+02.15 "A" 775.42 CUT 23.D0' LT 4 PER FT,. M SWALE A PAVEMENT 1" #11 HAC SURFACE 3" #9 HAC BINDER 9" # 53 STONEBASE Compacted to 95% Max PREPARED SUBGRADE PER INDIANA DEPARTMENT Dry Density OF TRANSPORTATION SPECS SECTION No. 207 SECTION $$A —A" PROPOSED LAYOUT �— T}IE GROVE AT MILLBROOK -------,. STATION do OFFSETS OF FIRST ISLAND OFFSET RT T BALLS �A STA & LiNE B _� BR STA=10+44.26 "A" END STA- 10+39.26 "A" 5.00' RT_ 0.00' RT C BR STA=10+44.26 "A" 5.00' LT i D BR STA=11+64.26 "A" 5.00' LT E F _END STA=11+69.26 "A" 0.00' RT BR STA=11+64.26 "A" 5.00' RT N 784 N HOLEY LDLL,4Y 8 AY3 tt DOWT DIG RLIN® ss 1-800-382-8544 CALL TOLL FREE 1-800-428-8200 FOR CALLS OUTSIDE OF INDIANA NOTE: ADDITIONAL PAVEMENT REFERED IN SECTION "A -A' IS SHOWN ON THE DEVELOPMENT PLAN 3/S-14. H Rw I I I 3' c' 30' I +�� 30', HALF �W S ti C�. ++ + v i i ASSUMED NORTH SCALE: 1 "=30' BENCH MARKS B.M. 19 CHISELED SQUARE ON THE SOUTHERN DOWNSTREAM HANDRAIL AT THE WHITE OAK DRIVE BRIDGE OVER CARMEL CREEK. ELEV=768.45 B.M. 21 TWO FILE MARKS ON THE DOWNSTREAM END OF THE CULVERT FOR CARMEL CREEK UNDER 106 th STREET. ELEV=784.40 & %%01NN81l�A ?ri .%'���S�N zit:Q 00- �- _ � o S� ©' '04" ....Y Cacti •' z ! U Q 3 Cr n 0 W N a 0 > W N 0 Z W Z 0 Ln s W. U W U �� a o� and o z Y U w U `a Q M a Q N m.d 0 w 1— D' W U o Co C N 0 am O N p� �� am a o C ^ c o UQD v J O `~ �Ox �Q O Z N W = p 00 F- Z N (A O _ C Z vi 00 a� o 00 .0 000 W(31 Q r. c Z r` W Q O Wo " v 0 z V c L A o q Z N (n a) N oc U a- J J O ULJ t00 Z 00 m Lij M CJ m m1 W ct- CD qL-O O Q LLJ n CD C-)Q � o LLJ Of rX a- LLJ SHEET S-- 5 OF 14 if NAME: 858EIENT a I