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HomeMy WebLinkAboutpg 5\ tJO1N11,E 9' C-YJ tL:+TER MAIN LEGEND UE - UNDERGROUND ELECTRIC SERVICE LINE \� L WATER LATERAL \\ • STIR, 5_1 ___ a INLET ��1. EXISTING SANITARY SEWER T.C.0 = 840 41 \ No NE INv.83r,� 1 = _ -- - - - = EXISTING STORM SEWER \ \ A W INV-836Oe �� w '`' FIRE iYDRANT d WATER ✓ALVE \ \ \ I Fowl ELECTRIC TRANrFORPtER 7� 24' CONCRETE CJRB JL // INLET T.O.0 .84Q'.5 ->• - NE IN ✓ •83633 c STR 535 �- \ \ w INV .86.14 S.aN. r5 N r - CONCRETE P�/ p END SE.tI �c 4INV. -63215 i1_ A`�EMENT CP T 0 C .84168 ASP✓, -IAL T PA VEt 1ENT N 1NV =82 °.14 ry �\ c A ` \ SE INV .828.98 Q/ \ \\ \ NW IN ✓ S.C. .8: v im_ 6' WOCD PRI ✓ACS' FENCE 7 ICAPED PARKINCs SPACE 4' CC'NC WALK PROt"! P40105ED R.tiJ WEST To P \3EE DETAIL 31C1 1.� p�� �I IG"7 -DUTY // ��'' / � � � � _,vS\ A V / �V/ \� A. \` 'L �� -Il ASP✓ -»ALT j . / \ \t \ . \ \ v z ■ 5 ?ORM SEWER INLET 21' RCP • EXISTING FIBER OPTIC LINE A' CONTROL EXle71N G W ER MAIN vqL,E EXIST UNDERGROUND TELECOt 11­lUNICATIONS + ? �./ \� v �`���`y TYPICAL FOOTPRINT - �� B.aCK of CURB F`RC ✓ICE SIAMESE CONNECTION FoR FIRE DEPARTMENT ly LAND3CAP!NG ! SLAND 45 S "OWN _� E'. _ 4_ O' MIN PROPERTY LIME a, I I (2) STORY \ \ _ o v \� GRADED L.." I ­F �i M 4' TOP 501L \ PROFESSIONA L 2C .20 TRA5" OFFICE SUITES �� ' Q\ ' ' \ \ (( \ '\ \±,, '\ { STR 41a PREPARED 5UBGRADE Ri EPTICAL W: 6' PRIVACY PENCE \ 43, -13oaq rt. b' saNIT.:RT ., \ / ScEeLL' ErLR O LATERAL B"GK=ILL TCC= 8435a GATE SEE DTL 3/C-13 + V N INV_ =8 :6.158 T FI _AL SICEUJC,LK SECTION ti r \ � X L SANITARY LATERAL d � . � a � °ti�� \�, A v % 5E INV .826.83 L i t CLEAN-,,,UT 3EE P v ✓E \ x NW INV =826 5TR 541 5LOCK 6 \ DETAIL 3'C.5 >, S�1 - TWE 5PVCE BEUiND T� CURB 5"AALL BE FILLED WITH SUITABLE MATERAL TO yd + ✓ / V �� i�ST C. THE RE0UiRE^ ELE ATICN AND CCN rPAGTEC IN LAYERS NCT TO E CEED (c' IN DEPTH 1.3' Lis- +/- A 9� � DUAL i' ME'ER A!`9 -- �" , t � � z \ \ � V � " "- T.CC. =840.14 0 83143 ZONED 1"1 -3 \ 4 4- , L- ♦' FRE y� �' \ 3U56RAGE JNDER ALL CURB 51GEW iLK, a1JD DRIVE SN.LL BE fCwP4CTED M ACCORLMICE \ �y \ e \ \ .\ Q N INY_•831 i9 WITi -s COMF'AC -ON SPECIFICATION° ,. DPtESTC E'ER \� S V �� n QTR 54C INLET y u /% tv I . r G • 8 ^ � 0 wTl -W - �\ \V A N INV =83655 ° I p W �v ii VA\ \'� 7 \ 5 INv.=836.45IIw z L \ " % � \V ` \� \ ��� � 16 /� �� � -r er�uec+_TR,a�e. -eRre �o►+'e -� � cal V / 165 CAR IEL DRIVE 48 -G' BETWEEN EtPMS1ON JOMT5 (MAX I VALE ? i- /, 4 S<Gt \ \� CONCRETE WALK OET,41L / NOT To scaLE /6 PROVIDE 31,4ME3E CONNECTION C1 / V mod• /� \ ±� % \ �> L 9. \ %\ \ // \ S� \ \ \ \ F�"'R FIRE CEPARTMENT IN VS' G PRINT PANEL �I / C NG ISLAND AS �10WN SCREEN PRINT $YT'iBCL I s��O \ \ " � �ql � / � \ \` ` 'G <� �� \ \ �-�\ \\ ,_: LANDSCAFI COLORS SELECTED B LAND.IRCN I V� R`�S� \ / S \ \ - 7 - - �?C✓IDE SIAMESE CONNECTION 11 � I 6 � v v� � �\� J� •J � � I � � ,,� � ` �\ ` � ,� � ��\ ^ � aD-;ACENT TO WATER METER P17 ?C2) STOR''t' �� �� CR SPRINKLER CONNECTION IANDIGAPPED SYMBOL - n S\ / �'/ y a, f \ \ 7" XAL` � , � b SANIrA \ A� t A\ 154 ILC'N4t \\ % 9d4IT,ARt1 LATIERbLJ 9c N / �.� _ \ � o�ti� A \��t{,�/// i (� + GLH 9EEL Pi 'V �,�y,VE t `SF " �'Yj A� © O V �V DL444 -I I' ,ER PITS /3 1. /� s� \ v \ s \ �( OSED a' FIRE i -J F� Z DCt°IESTIC WATER I SER VICE 2' $Q ALUMINUM POST V \ yA y > =INISN 65 PER SPEGIFIC.rTIONS � V�� � -- t' z %r� ,"r S/ \� =� A 5?1R 41_. �i� 1 \ A \�� FINISH aRADE f ! ' i\ �J � 11� 1 8 -- �� I t 1 / j A � �i . A V C.0 84: 56 ag �' 1 �� !�/ A . A \ `� \ V NE INV = 826 08 I, II III -I i EARTH 1I�I f =' I � CCC / NW ND c7loN P� ,\ �� s , v � c`�� / / / A \ w � Sw INV .a2613 �� \,/ / ��,L ��\ / \ INV=826IC COQ, T F T, i F-, ` vv�i y . � 155 CARMEL DRIVE � ' GRE E OC NG \ % /� - I -II s,� JNIT iT•F�_ ) \v \v � / �" P V ---UE cEPTicAL w: ro v� >. > \ ` % G.�. 5E DTL 3iC5S� tV�FSt� N ANDICA=1=ED PAWING SICxN - N07 ro SCALE UJHEELC✓'-IAIR \ i( �. of C P �' ✓ �� e' 3' -C' N. V�� / TCP OF CURB imp I` 6' CONCRETE WALK DETAIL 4 NJT To SCALE CI I I I d yl I I f g 1 �-- STR 444 • �� ��/ ��v SAN MN STIR. 556 T.C.0 =841.18 END SECTION ,ie, / s . �� / F / STIR. 443 _ SAN M H NE IN,/ IV A -3 r.o.G • 84: I1 W IN✓ =82183 i / j /�ji� , NE INV - 8:1.00 PARKING LOT v ` p �� S INV .82881 / ,`co / SE INV ,82819 STR 445 54N L11 4 � � i � .0 �� �% , �/ �' --�� STR 551 �. CONCRETE RAMP 4 APRONS T.OG •8 -t2-4 '� .o // �c / // �� INLET RIBBED TEXTURE ON SLOPE E -82851 \ / "% 1 / T.O.0 •840 -40 W. =82810 _ ��o� /" i 3E INV.•836.158 poop r(o' RAMP � .1' OF IS' RCP NW INV .63rc 9STR 5588 �o AA� INLET STRIPES _ - - / COLOR AS PER SPECS. Fo `o° aW INV Ba 70C STR 558.E INLET �{ /'� �( /( �Vfp /�� T.O.C.•84C^.50 fF.i.�.f 1. I \r"�l II - D 7I"P IL NE INV .836.9.1 I SE INV. =836.92 NOT TO SCALE �) �`�r� NW INV _•e3619 CURVE LINE DELTA RADIUS LENGTH TANGENT CH0RG CHORD BEARING CURVE #1 12'57'00" 96500' 233.93' 117 46' 233.43' N 36' 18'10" W CURVE #2 02'59'74" 735 00' 38 39' 19 20' J 1 38.39' N 44' 16'2;" W CURVE #3 33'39'29' 640 00' 375.'97' 1 17 46' 193 58' N 58' 19'45" E LINE #1 LINE #2 47 54' 40 00' S 41'30'00" W N 14'50'29" w SANITARY SEWER NOTES 1 1,anitary Sewer construction shall conform to City of Carmel sewer specifications and shall prevail as to materials and methods of construction. Sanitary sewer laterals shown were des ned with PVC pipe in acco dun 2 ce with ASTM D -3034 (SDR 35Y and slope a minimum of eet%100 feet. 3 All PV`. joints shall be premolded manufactured and installed In 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 N.; roof drains, footin drains and /or surface drains may be �:urinected to the sanitary sewerystem including temporary connections during construction. 6_ Buildin shall be serviced by a 6° minimum sanitary sewer lateral The en -j; salt be plugged and sealed with water tight plastic disc Wyes are to be titled up 45 degrees from horizontal, with suitable fittinas for all changes in direction 7 I -leanouts Detail 7 / Sheet C4 shall be provided every 100 lineal feet ,-,f lateral and at each bend greater than 45 degrees ASPHALT PAVEMENT SPECIFICATIONS The paving contractor shall be responsible for the following 1 The oreo to be paved shall be cleared of all rock, debris, roots and veaetotion,i , An approved soil sterilant shall be utilized to prevent the gr wth of weeds. 2 All ,oft, yielding or other unsuitable materials encountered durin,i any phase of sub rade construction shall be removed and replaced with suitable material The replacement material shall fill the unstabie area for the entire depth of the compacted subgrade and meet the subgrade _umipaction requirements The subgrade shall be shaped to the true lines and grade as shown on the plans. 3 The sub rade shall be compacted to 95% laboratory density as determined by AASHFU Method T -99 4 Tht udgrade and finish paving shall be tested by on approved testing comp,iny for uniform smoothness, density and grade at area locations near where shown on this. plan. The contractor shat' have the project engineer present for this testing. 5 Slure pavement 0.75% minimum to insure proper surface drainage 6 The hot mix asphalt base may be placed directly on the prepared subgrade in one !, ft to the required compacted thickness as shown on the plans 7 Thte r­-,t mix asphalt base shall be placed in one lift to the true line and � r,i 1es a n s shown on the plains. The paving r� ixture shall be lace and nrrrpo,_ted at a temperature between 250'F (1 121° C) and 30C, F (149 °C ) 3 The paving mixture shall be transported to the job site in clean well- covered c tr,,,bs with smooth dump beds. the base and surface mixtures are to be flaced with self contained, power propelled pavers capable of placing the mix o the required dimensions as shown on the plans_ 9 Asps jit grade shall be determined by its ability to satisfactorily coat the ug rNa�te, resist rutting and remain stiff during high temperatures and ^n� stain freeze thaw cycles in addition to Fhe considerations of ant (ipated weather, mixing process and curing rate. 1C See retail sheet C4 for pavement cross- sections SITE NOTES 1 Sii� Information was taken from Keeler -Webb & Associates, doted January 24, 1998. It is the contrctors responsibility to verify existing site _onditions prior to commencing work 2 The ontractor shall be responsible for obtaining or verifying . that alt perrnits and approvals are obtained from the respective city, c„i nty, and /or state agencies prior to starting construction. 3. TI-- Plumbing contractor shall consult with the Local Water Company, ppr �Ide all materials and labor and pay all costs not borne by the" Local Water Company to provide any new water service 4_ ThP_ Plumbing contractor shall consult with the Local Gas Company, ppr vide all materials and labor, and pay all costs not borne by the Lc cal ,as Company to provide any new gas service. 5. The Electrical Contractor shall consult with the Local Power Company, � ppt vide all materials and labor, and pay all costs and fees not borne by th«- Local Power Company to provide any new underqround electrical Sirrvi�e 6. The Electrical Contractor shall consult with the Local Telephone Company, and shall provide all labor and materials required which are not borne by the Telephone C•-;mpany to provide any new telephone service. T Or- Jerground water main service shall be ASTM -D2241 PVC. 8. The incoming water service shall be installed with a minimum of 54" of rover. 9. All utility service lines shall be constructed in accordance with all the latest applicable codes and to each utility's and�nr city s standards. 10. U ,e compacted granular fill when utility lines are placed under walks and driveways. 11 S(,il born s have not been performed at this time. Pavement design is based on an assumed soil bearing pressure of 1500 p.s.I. 12 Provide sleeves for mechanical work as required 13 Notify Engineer, at least 1 day (24 hours) prior to placinq any concrete. 14 Afeas between curbing sidewoll s, paving and building shall be filled with 4 cr topsoil suitable for landscaping. 15 Set- architectural sheets for exterior concrete specifications. 16_ See this sheet for sanitary sewer lateral specifications and requirements 17. All edge of povernent radii are 5 feet unless otherwise noted. 18. This structure shall comply with the A D.A. 1991 19. Developer shall install 'Knox -Box' at location approved by fire department. 20. Site data: Zoned M -3 �'HASE 1 (755 Carmel Drive). Lot area 3.54 Ac Droinage Easement -ire) 1 . 21 Ac. + '- CHASE 11 (765 Carmel Drive): Lot area 177 Ac + j - Drainage Easement area 1.61 Ac + j - Total Lot area 7 31 Ac +/- Total Building area 86,860 sq. ft Total Lot Coverage 777. (OF BUILDABLE AREA) Customer parking 283 (9' ( 20 spaces) Handicapped Parking 7 Total parking 290 Required parking 290 Front Yard Setback 20' Side Yard Setback 10' Landscaping Front Yard 15 Landscaping Side � and 10' Required Front Landscaping 5,995 sq ft. Front Landscaping Yard 7, 178 sq. ft. Required Loading Spaces 4 Loading Spaces 4 Maximum Building Height 50' Proposed Buildinq Height 38' -4" GRAPHIC SCALE o w e ,so so ,x 1 IN FEET ) 1 inch = 50 ft P1; Z OP05E D SITE PLAN SCALE: 1" O Z