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HomeMy WebLinkAbout0959.98.25` � �, � N0T1- U1.E5' � WATER MAIN LEGEND \v X� �� a ah -UE - UNDERGROUND ELECTRIC SERVICE LINE s c l WATER LATERAL • 5TR 537 _ e INLET e t� INLET 84041 ��, EXISTING SANITARY SEWER EXISTING STORM SEWER � \ T, IN,/ .83131 - - - - - - \ \ W INV =83808 v, ° FIRE «4YDRANT t WATER VALVE \ ��] ELECTRIC TRANSFOR"tER �- A of _ STR 536 _ �� 24' CONCRETE CURE bit� • INLET T.O.0 =84054 NE INV =83633 ° CONCRETE PAVEMENT • STIR. 535 W INV =836.14 r c- ��1 P� END SECT - l� �D G INv.•832.15 � �G -�- ST� 415 -'' I!1 - SAN M N i4EAVY -DUTY m \, 84168 °, ASPHALT PAVEMENT N INV •829.14 � � �y . SE fN V .828.98 fir.• r NW IN✓.=829.C2 ° ; Tom- 6 WOCD "RIVACr' FENCE PARKING SPACE Der' / \ ✓ \' A. V - 228' - 4' CONIC WAL.< FROM RiW WEST T^ tE -I \ \5EE DETGIL 3' n LIGHT -DUT' ALT STORM SEWER INLET Fo EXISTING ;=15ER OPTIC LINE \ EXISTING WATER "AIN \, �T� E - oN -- EXIST. UNDERGROUND TEL ECCMt"1UNICATIONe + >? • /_ \ \ \ TYPICAL FOOTPRINT 1 4` �I `ti 1 �••• \��q� \ \\ \ \\ \ \\ 21 15 SG�.�t. �,- GAiCK OF CURB \' v'� \ c, ` "jam✓ \ \ + \ r- RCVIDE 5I4ME5E CONNECTION FOR FIRE DEPARTMENT IN \� \ \ LANDSCAPING ISLAND AS 5t-40u , _ E : ' 4 - O' nIN s \ -i FROP£RTT LINE .yam I i �� \ .• m V • • (2 ) STORY L . t ' \ / ��' o �• � AVV GRADED L i , TL-1- 3CJ= -- 4' TCIP SOIL PROFESSIONA 2¢ , 20' TR_AS" OFFICE SUITES �� (° V A '� �� V 1 \ / \ \ \ \\ \ \\ _STR 414 PREPARED 5UBGRADE BACKFILL I�CEPTICAL Wi 6 ,-,; � - - 43 43ms i't 6' gGNITARY ,� \ \ \ _ \ S:.N 1`" F+ F'R1vACY FENCE 1 A SELLER LATERAL \., TOC = 64358 GATE 5EE DTL 3iG7 N IN✓ =8.6.98 T ICAL SIDELU,C.i_K EC71ONi riot ��\ �p A`• A \\ \• SE INV =826.83 Y -F 5 �^ q �/ \ SANITARY LATERAL E V I-�L �Cl� V GLEAN -Ol1T 5EE Fv vE �" \ �> \ A A` NW INV =826 99 STIR r-41 + DETAIL 9'G5 V`S� s \ \ } -' ST M.H. T"E SPACE BEHIND T"E CURB 3"ALL BE FILLED WITH SUITABLE M.ATERGIL TO \\ \ T"E REaUiRED E,-EvATION AND COMPACTEC IN LAYERS NOT TO ExCEED E' IN DEPTH +�- A � DUAL i' METER PITS- \�,% a � � ti � A T��C.•84014 ZONED 1-1 -3 \ j AV \� / S� �`F �. \ V � � U4P S INV •83143 3UBGRADE LkC' R ALL CURB 51DEWa.LK, .LNG DRIVE 21✓4ALL BE C -01` PACTED IN A (�- ANCE N INV •83149 WIT" CCMFACTiCN SPECIFICATIONS \ DOr'tE5TIC W.:TERF �y S \ / G � � �O V A >."' STR 540 \ INLET - - - -, \ , ti v o%^� � 7 f C..84C 1C I �% �I j\ CI \\ v�` \- v \ N INV b365_ �w Ik z' �� to \ s. (J /t VA S INV. .836 45 1 2 w 61 st \ \ z _ • o• eemee+ ,w,wsvtRee .roH�V O r 48 -C' BETWEEN E /PGN510N JOINTS, MAX, - \ \ � 165 CARMEL DRIVE - CONTQOL N, \ \ \\ CONCRETE WALK DETAIL 3 NOT TO SCALE PROVIDE SIAMESE CONNECTION �f FJR FIRE DEPARTMENT IN \\ 4< � ; \ \ \��A LANDSCAPING ISLAND A3 SHOWN 118' ALUMINUT'I PANEL � , > SCREEN PRINT SYMBOL OHO �V \ 3NF / / �� C ��V�\ '," / VA bxb -bnm Wwf 14 10 - - =� -- PRO✓iDE SIAMESE CONNECTION A5"PALT PArEr�NT = �'LORS 5ELEGTEC BT LAND.�RGH O 4 l \\ y % \ 4' CONC SLAB WIT" i BROOM FINISH - IANDICAPPED SYMBOL- - O S� ins ` v, ` i AV \� FOR SPRI O V, V \ ADLAGENT TO WATER METER FIT \ o ' 12) STORY � � \ \ \ \ NKLER CONNECTION V. �� �� � it�14 G7 SSIONAL 7� 134' rd> y •�\ �i� 9.4Ni14.Rt L,AT7`W�JJ %��: / � � \v O v",VE vS v v v F\ 4' GR<LJULGR I, L A. �Q � 4/ / 1 ' \ OSED 4' FIRE t J s.. \ 1, DOMESTIC WATER �/ + \ \ SERvtCE \ 2' SQ ALUMINUM POST ( F " �\ -� l / ¢ J'� \ \ A\ FINIS" AS PER SPECIFICATIONS l /\ f. f L\ \ \ dam. ; -- ! � �°U }J ��� \\ \ \ \\ 5TR 413 FIN1544 GRADE _ _ ✓ / e� y� �� / / � LJ l/� / A �\ ��, `� Asa\ \V �T C =84:56 TT ( \ A \ \\ \ NE INv .826 08 1 C� /'•' V � SW INV . e'( I, ND G' I ON \ \ C �� / :. EARTU � NW IN✓ =861© ` \ -155 CARMEL DRIVE CONCRETE FOCTING > \ I/C / \ '' _ I ;i I I % i1 I UE �\ v cETic P AL w/ 6 �� ✓ACV FENCE \ \� \ lt� / V -0 \ 4 C 3A SEE TL 3,_5 H4 ANDIC.APPED PARKING SASS `•� v� i� sq, X�, v ,li( �/ NCT TO SCALE CI .� �� �, ✓� \ WHEELC+ -LAIR RAtrIF \ \ \ \\ �0� \ \ \ \ c` 7 -- TOP OF CURB +6' G v`o zolz - L-- STR 565 - _ A END INV. L332 -11 4d4 \ \� 8 SAN I'^H STR- 556 o � 0' / STR - \ T.O� =84118 END SECTI 443 ON 6 ia, too" NE IN ,/..82780 INV .83.18 v pl , SAN M a W IN ✓ .827,83 A �� i % /�j T.O.G •8.1: h NE INV PARKING LOT - �� =8:1 C0 J S INV =8288 STR 445 SE INV =82819 -f SAN M N i c` >� / - STR 551 �. CONCRETE RAMP t APRONS T.00 •8.1214 .a _ � �o° % �� " INLET RIBBED TEXTURE ON SLOPE E -82851 \ _ .--\' % ��� TO.0 •840.40 W. =828.10 = - �oA // . SE INV .836.98 OF RAMP __ / .1' OF 18' RC.P 3.830.99 - 4 Fo �� / � • 0.70% NW INV..836.94 5- , pvc- cc M i ,co" i� STR 5588 _ 6' STRIPES ~ -- INLET /' \ \fro T.O.C. =840.50 COLOR AS PER SPECS. co 5W INV 831 O \\ STIR. 558 INLET • \\ N .,4, R,4MP D T,41L 2 n T �.0 •84050 E INV .836 94 ,4.D 6 yl CONCRETE UJALK DE7A/,L 4 Nor to SCALE C1 INV . 836.9. JOT TO SCALE CI - \J'' 3E NW INV .836 79 CURVE oa LINE DELTA RADIUS LENGTH TANGEN CHGRD CHORD BEARING CURVE #1 12'57'00" 965 00' 233.93' 11746' 233.43 N 36'1810" W CURVE #2 02'59'34" 735 OC' 38 39 19 20' 38 39' N 44-111 W CURVE #3 33'39'29" 640 00' 375.97' 1 17.46' 193 58' N 58' 19'45" E ILINE #1 47 54' I S 41'30'00" W LINE #2 1 i 43 00' N 14'50'29" W ♦ * 4j ♦E'''�''NoeJ 'o SANITARY SEWEP, NOTES q� "It 0 6 00 1 Sanitary Sewer construction shall conform to City of Carmel sewer ► of Z ­4 4' r specifications and shall prevail as to materials and methods of V construction. `�� STN ? •�3r 2. Sanitary sewer laterals shown were des- ned with PVC pipe in !. accordance with ASTM D -3034 (eSDR 35� and slope a minimum of 2 ''li'�'"' «•"'�� feet/ 100 feet a} 3 All PVC joints shall be premolded manufactured and installed in�I►N�ueh•i� accordance with ASTM C -425 -6 OT. 4. Where water lines and sanitary sewer lines run parallel with one another, a minimum of 10 feet horizontal separation shall be maintained. 5. No roof drains, footing rains and /or surface drains may be cnei -tea � to the sanitary sewer system including temporary connections on ons during construi_tiun. 6 Buildinqq shall be serviced by a 6" minimum sanitary sewer lateral The O ends shall be plugged and sealed with water tight plastic disc Wyes � F- are to be titled up 45 degrees from horizontal, with suitable W Z fittings fur all changes in direction W V J 7 Cleanuuts Detail 7 / Sheet C4 shall be provided every 100 lineal feet to U of l(iteral and at each bend greater than 45 degrees - ASPHALT PAVEMENT SPECIFICATIONS ,J 0-) The pavinq c c-:ntractor shall be responsible for the following Q L 1 The area to be paved shall be cleared of all rock, debris, roots and n vegetation An approved soil sterilant shall be utilized to prevent the growth of weeds. 2 All scat, yielding or other unsuitable materials encountered during any phase of subgqrode construction shall be removed and replaced with suitable material The replacement material shall fill the unstable area r for the entire depth of the compacted subgrode and meet the subgrode compaction requirements The subgrade shall be shaped to the true lines and grade as shown on the plans. 3 The subrade shall be compacted to 95% laboratory density as determined by AAIH v Method T -99 V) 4 The subgrade and finish paving shall be tested by an approved testing T 1 0 comp,lny for uniform smoothness, density nd gqrade at area locations near A./ wnere s�Yiown on this plan. The contractor shag have the project engineer W present for this testing 5 Slope pavement 0.757. minimum to insure proper surface drainage 6 The hot mix asphalt base may be placed directly on the prepared subgrade in one lift to the required compacted thickness as shown on the plans. U) 7 The h,_it mix asphalt base shall be placed in one lift to the true line and phi gqrades os shown on the plans. The pavan mixture shall be placed and tompa -ted at a temperature between 250° ( 121' C) and 300'F , 149 °C.l MM 9 The paving mixture shall be transported to the lob site in clean well - covered F� truck, with smooth dump beds. The base and surface mixtures are to be M placed w�th self contained, power propelled pavers capable of placinq the mix to th- required dimensions as shown on the plans Go 9 Asph,,,lt Jn1de shall be determined by its ability to satisfactorily c,af the 0 0 aggre,;atre, resist rutting and remain stiff during high temperatures and r 1 and ain treeze /thaw cycles in addition to e considerations of o anticipated weather, mixing process and curing rote. N I a 10 See 7et.il sheet C4 for pavement cross - sections r- wQ W r�5�z w J Z Z O 0 3 a SITE NOTES o UJ 00 UJ a V � 1. Site Inf�,rrriction was taken from Keeler -Webb & Associates, dated v January 24, 1998 It is the contrctors responsibility to verity existing site .ondit,ons prior to commencing wort CQ co 2 The c nntractor shall be responsible for obtaining or verifying that M O M all pr rrnits and approvals are obtained from the respective city, C � CID aunt - and /or state agencies prior to starting construction. to 1 3. The PIumoing contractor shall consult with the Local Water Company, 1 co frovtd2 all materials and labor and pay all costs not borne by the z �= d' ocal Water Company to provide any new water service y� CC) co 4. The F lambin contractor shalt consult with the O 9 Local Gas Company, provide all materials and labor, and pay all costs not borne by the Local ,,as Company to provide any new gas service co 5. The Electrical Contractor shall consult with the Local Power Company, `- pprvvirle all materials _and labor, and pay all costs and fees not torne C3, cE x Q by th, Local l Power ompany to provide any new underaround ele-trical servir 6. The Lie"Aricol Contractor shall consult with the Local Telephone Company, " and -hall provide all labor and materials required which are not borne cs by th- Te ephone C�,,mpany to provide any new telephone service • Underground water main service shall be ASTM--'-141 D PVC. @� • ® a 8. The incoming water service shall be installed with a minimum of `4" of c,,ver. 9. All utility service lines shall be constructed in a cordance with all the latest applicable codes and to each utility s ond/cor cit•,, s standaras • W Cr 10. Use yrnpacted granular fill when utility lines are placed under walks V g r and dr *veways 11 Soil t,nnngs have not been performed at this time Pavement de-Qn J is br1,-Pd on an assumed soil bearing pressure of 1500 p.s.i. 12 Provide sleeves for mechanical work as required 9 ,g 13 Notify Enqineer at least 1 day (24 hours) prior to plocinq anv concrete. 0 � 14 A[eas between curbing sideways, paving and buildin,a shall be filled with 4 of topsoil suitable for landscaping a 15 See architectural sheets for exterior concrete specifications_ 16. See this sheet for sanitary sewer lateral specifications and requirements 17. All e,Jge n+ pave'rnent radii are 5 feet unless otherwise noted 18. This >tructure shall comply with the A D.A. 1991 19. Develor,er shall install Knox -Box' at location approved by fire department. 20. Site 1.Ita. Zone) M -3 PHASE 1 (755 Carmel Drive). of area 3 54 Ac Prainage Easement area 1.21 Ac +/- 1�1 PHA�E II (765 Carmel Drive): Lc,t area 3.77 Ac +/- Drarnage Easement area 1.61 Ac +/- T-,tal Lot area 7.31 Ac. + Total Building area 86,860 sq_ ft W Total Lot Coverage 777. (OF BUILDABLE AREA) w O G Cus'cmer parking 283 ( 9. 20 spares )• J w z Kin dicapped Parking 7 T )tai parking 290 > W W Co Required parking 290 0-1 E. p W Fr ;nt rand Setback 20 �- Side Yard Setback 10' A. W Landscaping Front Yard 15' V cn Q Landscaping Side Yard 10' Q Z A Required Front Landscaping 5,995 sq f t . WZ Front Landscaping Yard 7, 178 sq ft. ��iil cc cc a Required Loading Spaces 4 �Ny W W Loading Spaces 4 (� O Q d Mrtximum Building Height 50' Proposed Building Height 38' -4" GRAPHIC SCALE DRAWN BY: ALD ° '° °I '° "° CHECKED BY: ALE) l IN FEET > PROJECT No. > Inch = 50 n 812 -019 i pp�/p SED SI TE FLAN SHEET No. SC ALE: I" = 50' O z 1