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RELEA5E0 FOR CONSTRIlCTION x. S7R 700 - S7R 701
iCALE = 1'=20'
Su6jec��ocompliancewithallregula�ions SCALE - T�3�
of S�a�e antl Local Codes
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City of Carmel
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DATE: 07�� 3�20
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61LF 12"HDPE �1.009
395 895
390 890
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aBLF 8"H�PE �1.003
64LF 0"HDPE �1.00%
SBO 880 880 880
I+00 —0+25 0 00 0 50 1 00 1+50 —0+25
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PROFILE - STR 701 - STR 703
HOR SCALE =1"=20'
VERT. SCALE =1'=3'
+
395 895
390 890
385 885
U+UU U+SU
PROFILE - STR 701 - STR 705
HOR SCALE =1"=20'
VERT. SCALE -1"-3'
I+UU
1. OCCUPAiIONPL SAfEfY AN� HFALiH ADMINISiRAiION (OSHF) SiFNDARDS FOR E%CAVAiIONS FlNHL RUIE
P9 CfR PARi 1926, SUBPPRi "P' PPPLIES i0 ALL E%CAVAilONS E%CEEDING ME (5) FEEi IN DEPiH.
2. IN A��IiION, E%GVF110N5 E%CEE�ING iWENtt (20) fEET IN DEPiH REQUIRE iHE DESIGN OF A iRENCH
SAFEN SYSiEM BV A REGISiERED PROFESSIONAL ENGMEER.
3. ALL SIROCIDRES 54NLL H4VE CASfINGS, JOIMS, 11R RINGS, SiEPS AN� PIPE WNNEC110N5 WELL
GROOiE�, iROWELE� SMOOIH AN� BRUSH FlNISHE�.
4. ALL S1ROCi0RE5 QE: A4WHOLES, WLEfS) SHALL HAVE POlIREO FLOW 11NE5 PN� BENCH WALLS. 1HE
FLOW ONES AN� BENCH WALLS SHPLL BE iR�WELE� SMOOTH AN� BRUSH FINISHED.
5. FlELD �1DJUS11AENi5 OF i0P OF CURB (iC) OF STRIICTURES MAY BE RE�UIRED TO NEEf FlELp
CONOIilONS. ADJUSiIAENiS EXCEEDMG ME iENiHS (0.5) OF A FOOT MUA BE APPRWED BY iHE
ENCWEER i0 DEfER1AME iHE MIEGRIIY OF iHE SiRUCiURE Ai NO COSi i0 THE OWNER.
6. SiORM SiRUCNRES WRH MLR CASiINCS SHALL BE SEi i0 AIAINiNN A PoSIiIVE ORAINAGE GLOW iNiO
iHE SiRUCiURE.
l. SiORM PIPE INVFRiS HT OUiLR SiRUCiURES QE: END SECilONS), ANO PIPE LENGiHS MAT REOUIRE
FIELD FDJUSiMENiS i0 MEEf ACiUAL FIEL� CONOIilONS.
8. NLL �EPiH GRANUTAR fi4CKFlLL SHALL BE REQUIRED UNDER BN� WIiHIN (5J FEEf OF PLL PAVE�
ARFlS, INCWOING CURBS, EDGE OF PAVEMENT, PN� SIDEWPLKS.
9. PIPE IENGiHS PRE MFASURE� fROM CENIER OF SiRUCIDRE TO CENiER OF ARUCiURE (JJ� MCLU�E
ENo sEcnoNs.
10. RIM ELEVAlI0N5 (RE) SHALL INDICATE THE ELEVB110N iHAi WAiER WOULD EMER A STRUCIURE.
i i. iNv�Rr cuvnnoN or sue—suRrncE oRnw (sso) nr saucrurec ro eE rNREE (a) rEn eE�ow reiM
[uvnnou.
12. AM' DISCREPANQES OR CONftICTS WHICH BECONE APPARENi BEFORE OR DURiNC CONARUCiION SHALL
BE BROUCHi TO iHE AIIENiION OF iHE DESIGN ENGWEER PRIOR i0 CONSiRUCiION 50 iHAi
CIARIRCAiION OR REDESIGN NAY OCCUR.
1d. NO BIASiING S4NLL BE PERFORMED ON iHIS SIiE.
14. NO SEISMIC NBRAiING OPERAilONS WILL OCCUR ON 1H15 SIiE.
15. SiRUCiURFS OEEPER iHPN 4' MUSi BE ACCESSIBIE WIiH AEPS.
1fi. �EBRIS GIIAR� TO BE INSTALLF➢ ON RLL OPEN EN�E� MLE15.
1). ALL AORA1 SEWER, WCLIIDMG SSD, SHALL BE 0.FANED AND iELEV1SED AFIER BLL UNDERGROUNp
UIILRIES ARE INSIALLED.
18. ALL BEEHIVE GSiINCS ON A 2'%2' BO% SHALL HAVE A SOUARE RISER WIIH A ROUND HOLE.
19. WHERE CONNECiIONS ARE MADE i0 E%ISiiNC MANHOLES OR MLR SiRUCiURES, iH0.5E SiRUCiURES
ShNLL BE REHABiLIiAiED OR REPNCEO i0 iHOSE MINIMUM STPNDRROS OUiLWE� iN CHAPiERS 400
ANO 500 OF iHE qtt OF INDNNAPOLiS STORMWAiER SPEQFIGiIONS MANUAL, IAiEST EDIiION. iHE
REHABILIiB110N SHFLL INCWDE iHE INSiALU110N OF BENCH WRLLS, AS WELL AS PRESCRIBE� MFASURfS
i0 ELIMINHff iHE POffNrIAL FOR MIGRFiION OF fl4CKFILL MAiERIALS INiO iHE SiORMWAiER SYSiEMS.
PRORLE LEGEND
�RApE
�/ SOS
EXISTING GROUND
800 800
DATOM 2+00
STATION �
I �i GRANULAR BACKFILL
395
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68LF 8"HDPE 01.00%
95LF 8"H�PE �1.009
880
I+50
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SCALE: 1"=20'
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