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HomeMy WebLinkAboutAlbertville Townhomes Westwind 3rd Addn (15) BIG PLANSProject Name: `. Albertville EXISTING CIVIL LEGEND PROPoS£0 , ,Townhornes +. \, SANITARY MANHOLE STORM MANHOLE0. O - -, CATCH CULVERT IN ®® i d wl GRADE TO !}R'AIN�,,'* j HYDRANT „� \� 1 " 'i gnu , �'"\ 0a^, M ��1�'\"^\ V yTO EXIST FES. ` v,4„yr � m `gyp r° �`tmC . �'1 ?�/+f.w #1�#-/ )+ g NORTH GATEVALVE POST INDICATOR VALVE OPiv LIGHT POLE rl 0 40 80 " FES.4=957.37 ''`-. '�I '``�.,�'�, € � :,� PowER POLE � powe C .,.•,,.,, ,., w . s tr m r �, lf SIGN � OCS.=957.5 °u `+ `•.�. j-� BENCHMARK 7_. L. bertville, Minnesota. SOIL BORINGS _ A WATER MANHOLE Owner Deve O er Name: r' `` �� ►,- `� ' ,'e' SCALE IN FEET - �;„ TELEPHONE MANHOLE � } ' uC ,Ir Itll \. r •ul wry�m` ' , ` e € UTILITY MANHOLE Do niniurn MCanagemen` El ECTRIC MANHOLE SerV I C. s! � 11 C. `'�• °- '' ro +P 4 hr}� WATER SERVICE -+ `�„4�' '� A �'�.� ,yam 2355 Polairs Lane, Suite 100 SANITARY SERVICE 1 ol Crr - � .� �� � ' ��`� �„ � �� �„,,F � HANDICAP PARKING MlnneapollS, Minnesota 55447 � -a.. ,. .,` David Dye (763-354-5500 964.0 ,� "r'v "_, mull `" ! �`m 1 ` O + rmeaLLlli911- DIRECTION OF FLOW S � � u /p "�•,"'-.. •tiro r/`•.a�'+.Iu� SPOT ELEVATION ,ao CONTOURS 1 824/ "�/ >_- SANITARY SEWER STORM SEWER ;��:: .... � f • M i, f 05 rt ,u sfct {I )jjp t JF")m [N, `� 963 /� - 1 + .1 ���.3�111p:. ..m WATERMAIN I 3 '+ ? I tP ,T y1` ,Ey •, I. , id' - , ' 'III..-'4,,,'.^r- {Xi(P 9 FORCEMAIN FM € fl P \fig / 17� .,A� ` s =s57. ` \. ~� DRAIN71LE -» DT- Professional Services: /' SILT FENCE ® I S.3-958. / t, 9 .0 9i .8 F - CURB & llTTE rc\I - - r s9640 6$ 96 4 6 {�'r r ` RIM-958.6 1- ` RETAINING WALL sra ' ! '°�, 964`2 `,=954.93 ,,� f' ,: 0 �114 r�v-t- � v -u TREEINE c Am t t" /� 962.35 \ -,, /� `.. { ? �° A J J o c I AT G S lu �° f/ ti9 4: 4 _ cYy r,EASEMENT LINE ���fW�96I�DF pp g- > � �,: __ W p-r957. P _Dy64.$ L, 9fi2. ^ �•i -1' s -V+ 954.J� �. I \uyE o . �...� SETBACK LINE- _ 962`'�}, �'r� '' �' �, ".. /,{.',.h.•�`' a' c„. _ .....�r�( FENCE .UNE -X x- - Planning • Civil Engineering • Land Surveying 964. fi3.5C ^rI/Cs - ,; t p ' t} I� -„� Landscape Architecture • Environmental t/ �► _ . 9627 3 A'• /�t r . 0 '� '°',-�L----- UNDERGROUNDTELE }F G3 # _ 9634. ' S162. NE��gs \ f nrA UNDERGROUND GAS qT ,.; a� - ;`I,�; ` `x \ 7200 Hemlock Lane - Suite 300 u' ._ •...--^ .. �,� -OH- OVERHEAD UTILITY Minnea olis, Minnesota 55369 + t` �96 SI. 963.3 -, o -96 959.93 m , "'; "'� "•+ • P - " / 63 .G o \ 962.86 �1 _'��..,.'\„""moo°:,. \ I Telephone: (763)424 5505 / 9 9--y 'o% fi4 964.2 Fax: (763)424-5t322 ..vu I=ES.2= 5 5� r y� 9�3.4`�. 4 `-b 964. , t "� � � ' ., 9u,vvvvw.LoucksAssociates.com ©2004 rf 'h . i R� r 9- .; � 964.333F1 `963.5 63LL `- ,,4 sf4y''. CADD ualification: ; j . 0, 9.�3.8 Q_ 3 -a--�._ ` ,'. ti .�/' ,� ` ° CADD files prepared b the Consultant for this prolect ®,.., W�962 i 963.8 "� / 9fi3.2 r ou '`•.. a- ,w�-•- 7.` \ °-. \ ``.. y 13W=9S20 H3-3 963.0 9 E �• z �, -._ 1 are instruments of the Cansultantprofessional services 1' ` X "' •� 6 ti , i,, 4 for use solely with respect io this project These CADD files 96 .8 = /.`� wa ^r . shall not be used on other projects, for additions to thus project, xl / 0 J `tee. �, 4 r .-� �"`,, ",,� \ ` w or for completion of this project by others without wdtten approval A,r' �Q k •I v by the Consultant. With the Consultant's approval, others _ 2. _ Its .,1 E t .� �' GRADING DRAINAGE &EROSION CONTROL N OT S ma be ermlited ro obta n co ies ofthe CADD drawin ' i a. of � \ Y P P 9 i 963: _ � - ` 96.5-=- :� -.' . OF. ` 962.2 �ptl "w�� • files for Information and reference only. All intentional or unintentional r ^- / revisions, additions, or deletions to these CADD files shall be made �� ``�1'"°�' `- I. The contractor shall refer to the architectural lans for exact locations and at the full risk of that makin such revisions, additions or 9�2.3 " . ii tin.,.. P PadY 9 iTM 3 ,• 6 . "S.. . '`ti dimensions.of buildings, vestibules, p p g, p p t densulta tfromthat party shall hold harcnlessims,anemnirythe slo ed avin exit orches, ram s, ruck docks, RIM=�63 Consultantirom any &all responsibilities claims, and liabilities. I„ "\.,, entry locations .and .locations of downspouts. INV�9 7 3 + I 8Sg 2. � / ` ".', I \„ 07-127 .., T1�f=6 CB*-7 l �( 2 All disturbed un aved areas are to receive minimum of 4 inches of top soil and TW.= S3 RIM= 6 .3 " 963.r �I,. 2 �: . P Submittal: VWf P I I =958 8 _ �. "� �ti ' _ , sod or seed. These . areas shall be watered by the contractor until the sod or . seed SAS w7 ti 5 65.2 NO • /62.7 962. -°'� \;III is growing in a 'iealthy manner. z-14-08 City Submittal 963.4 � / r 963.0 // / .9 $ �`� �u�° 1 96t2.(Y� .. 3. The contractor shall take all precautions necessary to avoid property damage to u I 4 rf�adjacent properties during the construction phase of this project. The contractor I , t9fi .5 9.1 9 . .3 �ti 4 > _ �= r t l i g 0 S i / u'7 ,� will be held responsible for any damages to adjacent properties occurring during 1 a + I c��o' t+ / $ i;='°'°,,� `�''!` the construction phase of this project. u P r f R,.. I � - _I � 963.5 19 4.1 / V��� 963 _ �. °`-,;, '- �� 4� i�, �. 2 1 96 q �� 4. The contractor will be responsible for providing and maintaining traffic control _ I •�� 1lix , ,�, �\ , devices such as barricades, warning signs, directional signs, flagmen and lights to cv 964.3 - , ay t i 1 � -~ �_ � / '• y '*� 63.35 I� r � :� � w. control the movement of traffic where necessary. Placement of these devices shall 964.0 gs / t 2 ,� A 4 E ? ll ; ,� �`• ", be a roved b the en ineer rior to lacement. Traffic control devices shall I tD \ 6. / # � PP Y 9 P P I. L� f ~. I. I r . l I11= 6 rn C)� gg64.3 ss4.7 t ` , r� conform to the appropriate Minnesota department of Transportation standards. r=96 964.8 X 9 4.7 v'g a d� 4 „I, allF _ N 5. In accordance with generally accepted construction practices, the contractor will be 1 3 8% . 1� 1'"` sole) and corn letel res onsible for conditions on the ob site, includin safet Professional Si nature: �%2 64.4 s 9_ $ 4.1 / t w '� . Y P Y P J 9 Y % �• '`'- r ` of all persons and property during the performance of the work. This requirement Ihereby certify that this plan, specificationorreport was I ``�,4� will apply continuously and not be limited to normal working hours. prepared by me or under my direct supervision and that -^ RCB-Ck M=963.8 96 / S O j f ti t + a''' 4 / I am a duly Licensed Professional Fltglneer under the laws . 1r /'� \ '� o: / , rF -`,.� 'tip`,... tr iVl 9 "� of the State of Minnesota. \ 964. tt '��` 6. The duty of the engineer or the developer to conduct .construction review of the ENV-95> 68 r (1 - q ,' '`..i r G w `"'�� • t - 9 5 50� contractors performance is not intended to include review of the adequacy of the OVI. ¢ 1 96 contractors safety measures in, or. near. the construction site. 1141 f frl 1 964.5 b 5 --� 96 Q / '7 tiN11j � renbIt t 965.5 , y .. 7. Before beginning construction the con tractor shall install a Temporary Rock Entrance z51z6 _ liltct6 5 """' °� `°' . g 1 63� ' / '' -+� f_° ,; Pad at all points of vehicle exit from the project site. Said Rock Entrance pad c e Date \ �r k shall be maintained by the contractor for the duration of the project. See details -1 of the project plans. / ,.,f / u shown an Sheet C8 Am 96 .0 .5 m t uali Control: �aF- �` \ - � r � 8. Erosion -and Sedimentation control measures shall .be established around the entire • site erimeter .and in accordance with NPQES ermlt re utrements, Best Mana ement P P q g AMB WRP J Y 9 0 �^� /' A o y �ti j� i _ Practices, City requirements and the details shown on Sheet C3-2 of the project plans. Project Lead; Drawn By. 963 q> �- �; . 'RLL e4 ' \ 0 e f`/ 9. All entrances and connections to cit streets shall be erformed er the re uirements Y c, } is 1 \ 64.5 r Y P P q Checked 8 : Review Date. 'y A .: 963.7 �a �t / of the city. The contractor shall be responsible for all permits and notifications as 9 l0 ` 96' ry 964. ^.,, a t. `'`h f� i t '.�- , y `° required by the city. �,,. /. .` 9s`.,�` _I Sheet Index: ry �'� • 63.9 9 `= WOO. 0 +� w,, `" _ 10. See utility plan and storm sewer profiles for further detail regarding the storm sewer. 5.0�� IN�959.9 = +.. `° ```•,I ~i .,,r �r C1-0 Cover Sheet I< _�y63.� -t C1-1 Existing Conditions Plan 6==e161. --I 962.5110)�., C1-2 Removal Plan '' `\, -- Cz-1 Site Plan 4",``,..i CALL BEFORE YOU DIG! C3-1 Grading and Drainage Plan LLJ -zoo _ C3-2 Storm Water Pollution Prevention Plan t _ ` �,,. ` _ , ti '� rf \, ``. n C4-1 Utility Plan �. Gopher State . One Cal 1 C8-1 Project Details i >f�il/ + TWIN CITY AREA: 651-454-0002 C8-2 Project Details p b ,r? �°.I'.. ! tut TOLL FREE: 1-800-252-1166 r 'r4 '~., m L1-1 Landscape Plan t c,, ,• s �' • ,ray , t1 i t w ;r 6.0 y - 1.-92 4' f •1ar°uabyR nau - - _ _ - t. + - „_ y . OVA R N I N G s Sheet Title: ......� �� ad'ng an Drainage Plan 6q 0�--- 6 •`",°^" Jar / i ifHE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL � . --. ------. "-� [EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN K V `-"" �` _ -- - �---- -� d. �1- ` ` ! iMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. ..���.I ��."""g55•-- .._._ J��-." � x_ a�,,,.�t 9��'� `•, ,.. 4 �--�-�*•,,��� � � rr � `I -- m `�'�" �'�-" ""� y r 'r`` 'THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ..�- 963-.- - ` AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Project No.: ;� "••,. _Ili �. 27 `1JVIRES, CABLES, CONDUITS, PIPES MANHOLES VALVES OR OTHER BURIED (}%-1 To (STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE jr` IT THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE Sheet No.: