Laserfiche WebLink
'~ Resolution~PC =~ ~ ~,, <br />Paee 7 <br />b. Northern Private Street <br />The private street shall have a 6" wide flush mounted curb alone :he <br />northerly edge of the pavement that shall extend down to the bottom <br />of the street structural section. <br />c. Foothill Road <br />The median island concrete bamer curb shall be 8-inch high <br />concrete. The edges of the median island shall have vapor barrier <br />installed adjacent to the street structural section. There shall be <br />subdrains installed in the median. There shall be curb and gutter <br />installed along the westerly side of the widened roadway.'' <br />27. The applicant shall install (overland release) concrete V-ditch between lots =3 and #4 <br />extending from the catch basin located at the cut-off ditch at the rear of lots =3 and #4 <br />to the private street. <br />28. The applicant shall narrow Street "B" (Private Street) to a width of 20 feet curb.to <br />curb along the entire street, with the exception of the area directly north of Iot #2 <br />where two on-street parking spaces shall be provided. In this azea (where the on- <br />street spaces are provided), the width of the street shall be 28 feet curb to curb. No <br />other on-street pazking shall be allowed on this street. The dimensions of the <br />southern hammerhead shall be as required by the City Engineer. <br />29. The curb returns shall be revised as follows: In-tract, the face of curb returns shall be <br />25-foot minimum radius. Foothill Road, the face of curb returns shall be X10-foot <br />minimum radius. (The developer's design engineer shall check the radius to insure <br />the radius allows the safe maneuvering of moving vans etc.) <br />30. The existing CMP pipe crossing Foothill Road at the southerly side of the <br />development shalt be removed and replaced with RCP pipe. The existing storm drain <br />maintenance hole on Foothill Road at the intersection with Oak Creek Dri~•e shall be <br />removed and replaced with a type iI maintenance hole. <br />31. The storm drainage from each lot shall be directed to the street or an appro~'ed storm <br />drain system in accordance with Sections 2907(b)(5) and 7U12(d) of the 1988 <br />Uniform Building Code unless otherwise approved by the Building Official and City <br />Engineer. <br />32. The applicant shall post with the City prior to approval of final map, an additional <br />performance bond for all subdivision improvements that aze not to be accepted by the <br />City of Pleasanton. (Private improvements) <br />33. The water and gravity sanitary sewer mains shall be public and maintained by the <br />City. There shall be a two-way cieanout on each sanitary sewer lateral located at the <br />back of the PSE. <br />