HomeMy WebLinkAboutMASON ST. NORTH, MAJOR AMEND. - FDP - 4-97C - SUBMITTAL DOCUMENTS - ROUND 1 - (3)149. See engineering responses by Shear Engineering.
150. See engineering responses by Shear Engineering.
151. See engineering responses by Shear Engineering.
Responses to 157, 158, 159, 160, 161, 162, 163, 164 (Roger Buffington; Water
Wastewater):
157. See engineering responses by Shear Engineering.
158. See engineering responses by Shear Engineering.
159. See engineering responses by Shear Engineering.
160. See engineering responses by Shear Engineering.
161. See engineering responses by Shear Engineering.
162. See engineering responses by Shear Engineering.
163. See engineering responses by Shear Engineering.
164. See engineering responses by Shear Engineering.
135. See engineering responses by Shear Engineering.
136. See engineering responses by Shear Engineering
Sheet 5:
137. See engineering responses by Shear Engineering.
Sheet 6:
138. See engineering responses by Shear Engineering.
Site Plan:
123. In mentioned areas sidewalks have been widened.
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124. The mentioned area is rearranged to provide enough backing space. s V 2
126. The public access easements are shown on the plat. City's "Submittal List"
does not require the Site Plans to show any easements. It does require the
(� Landscape Plan to show only the utility easements. We showed the utility Q [
LZ rN` easements on the Site Plan as well for clarity. C�
127. This issue has been resolved in the meeting of Dec.19, 2001.
128. An adequate clearance (as agreed with Light and Power) has been added to
the plat and the legal easement language on the plat.
156. Understood.
168. Provided
Utility Plans:
144. See engineering responses by Shear Engineering
Responses to 112, 113, 114, 115, 116, 165, 166, 167 (Wes Lamarque; Stormwater
Utility):
112. See engineering responses by Shear Engineering.
113. See engineering responses by Shear Engineering.
114. See engineering responses by Shear Engineering.
115. See engineering responses by Shear Engineering.
116. See engineering responses by Shear Engineering.
Drainage:
165. See engineering responses by Shear Engineering.
166. See engineering responses by Shear Engineering.
167. See engineering responses by Shear Engineering.
Responses to 146, 147, 148, 149, 150, 151 (Jeff Hill; Water Wastewater):
146, See engineering responses by Shear Engineering.
147. See engineering responses by Shear Engineering.
148. See engineering responses by Shear Engineering.
Current
Responses to 130, 131, 132, 133, 155, 141, 142,143, 144, 152, 153, 139, 140, 154,
117, 118, 119, 120, 121, 134, 135, 136, 137, 138, 123, 124, 126, 127, 128, 156, 144
(Katie Moore; Engineering):
Cover Sheet:
130. See engineering responses by Shear Engineering,
131. See engineering responses by Shear Engineering.
132. See engineering responses by Shear Engineering.
133. See engineering responses by Shear Engineering.
Drainage:
155, See engineering responses by Shear Engineering.
General:
141. See engineering responses by Shear Engineering.
142. See engineering responses by Shear Engineering.
143. Understood and corrected on all plans.
145. Understood
152. Understood
Geotechnical report:
153. Additional information has been provided by Terracon. Please see the
attached supplement dated January 16, 2002.
Grading:
139. See engineering responses by Shear Engineering.
140. The basement floor elevation in Building C is 4970.17 ft, and this elevation
is shown in the Final Utility Plans now.
154. See engineering responses by Shear Engineering.
Landscape Plan:
122. Corrected (The landscape plan shows the ground floor layout of the
buildings and site plan shows the top view. Therefore, the arcades on
landscape are shown as exterior, whereas on the site plan they are indicated
as dash lines).
Plat:
117. This issue has been resolved in the meeting of Dec.19, 2001.
118. See engineering responses by Shear Engineering.
119.Provided
120. See engineering responses by Shear Engineering.
121. See engineering responses by Shear Engineering.
Sheet 3:
134. Provided.
RESPONSES TO
STAFF PROJECT REVIEW
MASON STREET NORTH
FORT COLLINS
March 24, 2004
0 777 PEARL ST. N 210. ROD LOER. COLORADO 80302 TEL. 303.447,2786 FAX 303.447.2968 EMAIL wla®wlarch.COR1 ■