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CONIRACTOR SHALL VERIFY OEPTH ANO LOCATION PRIOR TO CONSIRUCTION
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�ESTMATED LOCATION OF EXISTING GEOTHERMAL LINE
CONTRACTOR SHALL VERIFY DEPTH AND LOCATON PRIOR TO CONSTRUCTION
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RELEA5E0 FOR CONSTRIlCTION
Su6ject�o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
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�CONiRACTOR SHALL bERIFV DEPT1 AND LOCATION PRIOR TO CONSiRUCiION
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NOTES AND LEGEND
1. THE STORM SEWEft SYSTEM SHALL BE CONSTRUCTED PEft DESIGN SPECIFlED
AND AS APPROOED BY THE CITY OF CARMEL ON THE FINAL APPROVED
CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY
BE PERMITTED DUE TO SPEQAL CIRCUMSTANCES OR DIFFICULTV DURING
CONSTRUCTION AND YALL REOUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTAiIVE OF THE CITY OF CARMEL IN ADDITON TO SUPPLEMENTAL
APPROVAL BY TiE DESIGN ENGMEER. AN EXPLANATION OF ANV SUCH
DEVIATION SHALL BE INCWDED AS A REQUIREMENT ON AS-BUILT/RECOR�
ORAWINGS SUBMITTE� FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVE�
�ESIGN SLOPES IDENTIFlE� AS GENERATING VELOQTIES OF 25 FPS OR LESS OR
ID FPS OR GREAiER (AT FULL FLOW CAPACITV) SHALL REpIIIRE AS-6UILT
CERTIFlCATION AT THE TIME OF CONSiRUCPON, PRIOR TO BACKFlLLING THE
PIPE THE CONiRACTOR IS INSTRl1CTE� TO AS-BUILT EACH SECTION OF STORM
PIPE AS IT IS 6EING INSTALLE� TO ENSl1RE COMPLIANCE WIiH THE �ESIGN
PLANS AND AS APPROVE� BV THE CITV OF CARMEL.
2. REPER TO THE CITY OP CARMEL STANOARD DRAWING 10-31 "iRENCH DETAIL
FOR CITV STORM SEWERS' (PLAN SHEET CZO) FOR TRENCH DIMENSION AND �
BACKFlLL REQUIREMENTS.
3. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR DESIGN ENGINEER APPROVAL
FOR UNDERGROUND DEIENTION SVSTEM PRIOR TO ORDERING.
�GRANULAR BACKFILL
REOUIRED BENEATH AND WITHW 5 FEET OF PAVEMENT
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ORIGINAL ISSUE:
10/i6/2019
KHA PROJECT N0.
170110000
SHEET NUMBER
C6.1