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5. (JZ — C4) Vault access, separate tax aarcel, detail of p(p@ crossinq. <br /> hatchina, access qate, access to vault, off site CB 8 connection to vault. <br /> • Section BB extended to better show vault access <br /> • Easements are being drawn up byASPI(or offsite properties. <br /> • The pipe crossing in question is shown on the applicable sanitary& storm <br /> sewer <br /> • Proliles located on new sheets C-8 and C-5 respectively. <br /> • A 16-foot access gate is now shown on the plans. <br /> • Surfacing is now shown on the plans for the vauft access road. <br /> • The new off-site catch basin (C818) from the O'Connor property is now <br /> shown to be constructed with this project. <br /> • Hatching denoted landscape buffer. <br /> 6. (JZ— C5) 12"SD or 6"SD, sanitarv sewer pipe crossinq. Sform pipe size frori <br /> C611 — C811A — C612 changed to 6"SD. The sanitary sewer pipe crossing is <br /> now shown between C811 and C811A. <br /> 7. (JZ — C6) Cross Section AA & BB switch, "Equalfzer" note, speciN vault <br /> floor elevation, need 3:1 side slopes for veaetated treatment cell . <br /> • Sections AA & 86 on this sheet OK. C4 was corrected fo mafch.. <br /> • Baf(le opening clariCed. <br /> • Vault(Ioor elevation specifically called out. <br /> • 3:1 side slopes now provided for vegetated treatttient cell. <br /> 8. (JZ — Drainaqe Report) Show staqe storaqe relationship of the storeqe <br /> structures. Now included in the attached revised drainage report. The volumes <br /> were changed somewhat to reflect the additional impervious resulting (rom the <br /> �videning requested by Mike Bricks. <br /> Sincerely, <br /> �. � <br /> Ernest L. Berc�, P./�E. " <br /> Berg Engineering <br /> Attachments <br /> 7� <br />