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Home My WebLink AboutCT 91-05; La Costa Fairway Villas; Tentative Map (CT) (4)CITY OF CARLSBAD Projected littliiNtfcKXNG DEPARTMENT , ^~ _x ,— •. COMPLETENESS CHECKLIST FOR : -^^ cAstz£^ 5X^4/ ^5& Tentative tract maps and Tentative* parcel maps. ' ' ^~-~/ The followina checked items were incomplete or mis*; in a fr^m t-h<=> site plan submitted I. u u or application package and must be completed or prior to further Engineering review of the project: General Information: A. . B. • Name and address of owner whose property is proposed to be subdivided and the name and address of the subdivider;' Name and address of registered civil engineer, licensed surveyor, landscape architect or land planner who prepared the LJ. LL LL U LL LLu u ~t II. C. • D. • E. • F. , G. ' H. A/a I. , J. • K. • Site A. maps; North point; Scale; vicinity map; . Date of preparation; Classification of lots as to intended residential, commerci industrial -or "other., uses; • ~, :-al, Tentative Map ^number, in 'upper right hand corner (City to provide number at time of application.) Lot width ..to.depth, ratio 'not to exceed 3:1. . Number of;;units to.be .constructed when a condominium or '' communi ^apartment project is involved; Name of •sewer, and water district providing service to the '*''* project. •-««,• v ::cl "«.';. ' _ [,, -,..'.', ' "'."'."'''; . ,;,'"' ' ' " ": Average Daily Traffic 'generated by'. the project broken down seperate .uses . .t /..,', ; ,,, , Information: '.'.,. General ' . - by LJ _ / / / / LJ _ / / _ / / _ LJ 1) « Approximate location of existing and proposed buildings and permanent structures; 2)^/9 Location of all major vegetation, showing size and type; 3) Afa Location of railroads; 4) • Legal description of the exterior boundaries of the subdivision (approximate bearings, distances and curve data); 5) • Lot lines and approximate dimensions aqd number of each lot; ^'^1 «- I&1" " B. Streets and Utilities The location, width and proposed names of all streets within and adjacent to the proposed subdivision, show o<\ Proposed street grades and centerline radii. frovjjie separate prof jle for all streets with grades in excess o _f 3%. Streets should be in conformance with City Standards and Engineering Department Policies. (Especially Policy Numbers 1 and 22) 2) • Name, location and width of existing adjacent streets and alleys. 3) » Typical street section for all adjacent streets and streets within the project. <ileck-prV' 4) ilk4* hand locHlgn of all exlsUnji^pr oroposed puhl 0' ^ LJ 5) ' Public and private streets and utilities clearly . identified. LJ - 6) • Show distance between a-11 .intersect ions, and medJum and high use driveways. r^nctje.xi^rr/T«dj^l/(StJ«3<^ ItC^iior]^] LJ 7) i Clearly show parking stall and isle ciimens ion-/ and truck turning radii for all parking areas. / / 8) /J/fo Show access points to adjacent undeveloped lands. LJ 9) » Show all existing and proposed street lights and' utilities (sewer, water, major gas and fuel lines, major electric and telephone facilities) within and adjacent to the project. / / 10) • Show all fire hydrants located within 300 feet of the site. C. Grading and Drainage LJ 1) • Approximate contours at 1' intervals for slopes less than 5%, 2' intervals for slopes between 5% and 10%, and 5' intervals for slopes over 10% (both existing and proposed). Existing and proposed topographic contours within a 100 foot i perimeter of the boundaries of the site. Existing ': onsite trees; those to be removed and those to be saved; LL- ". 2) ' Earthwork volumes: cut, fill, Jmpqrt and export. LL "'•••' 3) i Spot elevations at the corners "of each'pad." LJ 4) ; '; Method of draining each lot. .Include a typical cross section - . ; v, taken parallel to the/frontage for'lots with less than; r' standard frontage. '^ ;;. !;....,„.,.. LJ - 5) ,.v 'Location,' width arid/or size ofal 1 watercourses and drainage ".facilities within and adjacent to the proposed ; , "subdivision; show location and approximate size of any ,-r ,• .-' proposed detention/retention basins. ' LJ---' ; i.\r'" -" i' 6}/y& Clearly show and label the 100 year: flood 1 ine for the ;r ; "; ; before and after conditions for any project which is 'within or adjacent to a FEMA1r..flood. plain. Z_/—-9. Preliminary'Hydrology map and calculations for -lots exceeding one acre. Show before and after discharges to each included drainage basin.- LJ 16y^For projects with'an average daily traffic (AOT) generation rate greater than 500 vehicles per day: Two (2) copies of a Circulation Impact Analysis for the project. The analysis must be prepared by an appropriate registered Engineer. The analysis must show project impacts to all intersections and road segments identified as impacted within the included Local Facilities Management Plan. The following should be included with the study: a) 8 1/2" x 11" or 8 1/2" x 14" plats showing zone impacted roads, background and project AM and PM peak hour impacts and traffic distribution. b) Project traffic generation rates c) Necessary calculations and or analysis to determine intersection and road segment levels of service. d) Any proposed mitigation requirements to maintain the public _ facility standards. LJ 17.' Two copies of preliminary soils/geologic report for all project _ with cut or fill depths exceeding 5 feet. LL 18.— For all condominium conversions, a signed statement by the owner stating Section 66427.1 of the State Map Act will be complied with. CITY OF CARLSBAD Projec^d ENGINEERING DEPARTMENT COMPLETENESS CHECKLIST FOR : Conditional use permits, condominium permits^, master plans, planned development permits, planning commission . determinations, redevelopment permits, non-f loodplain special use permits, specific plans and site development plans. The following checked items were incomplete or missing from the site plan or application package and must be completed or .submitted prior to further Engineering review of the project: I. General Information / / A. ' Name, address and telephone number of the applicant, owner and _ Engineer or Architect who prepared the plan. / / B. ' North arrow and scale. / / C. • Vicinity map showing major cross streets. /../ D. ' Date of preparation/revisions. / / E. ' Project Name and Application Types submitted; ' j J F. ' Name of sewer, water and school districts providing service 'to the project.? cnrt , ri -, •- ,vr. :-.••.:•.,;•. •••'.;•- '«; • "—.•;-. ', : '••••• . •• : All facilities labeled as "existing" or "proposed".-' V- 7, ••'.".." A summary stable, of }the following: . '...; ...", . ,?\ .-.,' \.'' • 1. ..Street-address and ^assessors parcel number. ,, ,. ..... .-,.'.' '''" '. . . . ••• . .,: .-Existing zone^and .land use. fProposed land^se. -;./: -:' v : , -i; 1 VM '.;- v'::v'",., . iTotaVibuildi.ng -.coverage. ;-., .;r ^K-< iai. ^Building' squane^fpotage. ; .* i : 5ir,;e j ;/ys •• .; : . •-' . -Percent Landscaping. :' f •«>,•: r -3 •;•,. ;s •«?% ^>^ i<^; . rNumberrof parking spaces required/provided. ^Square Footage of, open or recreational space (inapplicable). •Cubic footage of storage space (if applicable). 'Average Daily Traffic generated by , the project broken down by separate uses. i '•'•"'-• •".,.- ..-'•; ., , ' '. , . • ' • ' j ' ' r ": •": " "•.'•• II. Site Information v .-. ;A. General ' / / 1. « Approximate location of existing and proposed buildings and _ permanent structures on site and within. 100 feet of site. / / 2. A$ Location of all major vegetation showing size and type. / / 3. jjfo Location of railroads. / / 4. / Bearings and distances of each exterior boundary line. / / 5. — Distance between buildings and/or structures. / / ' 6. — Building set backs (front, side and rear). /_/ 7. • Location, height and materials of walls and fences. / / 8. — Location of free standing signs. 8. Street and UtH-Uies ^ - L ../ 1. • The location, width and proposed name or all streets within and adjacent to the proposed project. Show street grades and center! irie radii. Name, location and width of existing adjacent streets and _ alleys, Include medians and adjacent driveway locations^. / / 3. • Typical street cross sections for all adjacent and streets within project. Width, location, and .yse of all existing and/or proposed public / / ' or private / / 5. ' Public and private strTets and utilites clearly identified. / / 6. ' Show distance between all intersections and medium and high use driveways. • / / 7. < Clearly show parking stall and isle dimensions and truck turning radii for all parking areas. / / 8. ^/^Show access points to adjacent undeveloped lands. / / 9. ' Show all existing and proposed street lights and utilities (sewer, water, major gas and fuel lines, major electric and telephone facilities) within and adjacent to the project. / / >< 10. • Show location of all fire hydrants within 300 feet of site. • . C.;- ::, Grading and Drainage *:,^.. ^aa.^KJS^w^.. ,-.•:..'.. ...-/•, ;,; . :'-,^ .^-- ^r^ujr I / ...,, _ .. ^-1. ; /Approximate rContours,.at;.Kk .interval s for slopes less ithan .5%, 2' ' / J ,,v interv'als ,;fpr "slopes" between" 5% and ,10%, and 15' .Jnte'ryals for 1 .slopes 'over ",10% l(bpthjexisting and proposed). '"Existing and ' ' 'proposed topograpnic^cbntours within a 100 foot perimeter of the . » boundaries,of the sitev Existing onsite trees; those to be removed?"'' - and 'thdsel-to^be'^aved;^-^^ ' "_ .. / / ,t 2. ' Earthwork volumes; cut, fill, import and export. / / ;-''--g'A:x^ / / 4. • Method of draining each lot. Include a typical cross section '• A .^ taken parallel -to*3 the* fron'ta"ge ' for lots -with >less thancstandard "_ / / 5. /'• Location, -width -and/or size ;of all watercourses and drainage fifacil ities within and adjacent to the proposed subdivision -show ..... location approximate size of any proposed detention/retention _ , basins. / / 6./J/3 Clearly show and label the 100 year flood line for the before and after conditions for any project which is within or adjacent to _ . a FEMA flood plain. LJ_ 14^Jp For projects with an average daily traffic (ADT) generation rate greater than 500 vehicles per day: Two (2) copies of a Circulation Impact Analysis for the project. The analysis must be prepared by an appropriate registered Engineer. The analysis must show project impacts to all intersections and road segments identified as impacted within the included Local Facilities Management Plan. The following should be included with the study: a) 8 1/2" x 11" or 8 1/2" x 14" plats showing zone impacted roads, background and project AM and PM peak hour impacts and traffic distribution. b) Project traffic generation rates c) Necessary calculations and or analysis to determine intersection and road segment levels of service. d) Any proposed mitigation requirements to maintain the public _ facility standards. l_J_ 15. i Two copies of preliminary soils/geologic report for all project with cut or fill depths exceeding 5 feet. i<- HELLSIDE DEVELOPMENT PERMIT INFORMATION SHEET GENERAL INFORMATION This sheet generally explains how your Hillside Development Permit (HDP) will be processed. If you have any questions after reading this, please call Development Processing counter at 438-1161 or review Chapter 21.95 of the Carlsbad's Municipal Code. When a Hillside Development Permit is needed: A Hillside Development Permit (HDP) is required when development is proposed on land with a slope gradient of 15% or greater and a slope height of greater than 15 feet. Development means building, grading, subdivision or other modification of a hillside area. It is highly recommended that you* as an applicant,' i) review Chapter 21.95 and Chapter 11.06 of the Carlsbad Municipal Code (The Hillside Ordinance, Excavation and Grading) and 2) discuss the Hillside Development with a City Planner before submitting an application for a Hillside Development Permit. The Hillside Development Permit should be submitted concurrently with any permit or application for development of a Hillside area. How your Hillside Development Permit will be Processed,• .. .;. . . .- ._ :..-,i... ..-! .;.;,,-. .,-uiw«can.v« ,-u ' Generally the steps involved in reviewing your HDP application are as follows: ~ <"<\ .-;.,. 't .- • - ,.-.-» -•'"'' ''''• • - - • '1. A Hillside Development "Permit application is submitted to the Development Processing counter at 2075 Las Palmas Drive. The application must be submitted with and reference any other permit application such as a building or grading permit, . tentative map, etc. All maps submitted shall be folded to 8-1/2" x 11". Information items required: (a) A completed Hillside Development Permit Application Form (b) i Four copies of the slope analysis - Include north arrow and scale (see Section 21.95.020 of Carlsbad's Municipal Code) Acres % Identify slopes 1. 0 to less than 15% slope ,—1 r—, 2. 15% to less than 25% slope .—, ,—, 3. 25% to less than 40% slope r—, p, 4. 40% or greater slopes r—. r—. TOTAL 100% 10/89 % Slope = Vertical Distance x Countour Interval x 100 Horizontal Distance (Distance between contour intervals) (c) ' Four copies of the slope profile(s) - Include vertical and horizontal scale. (d) i Assurance of slope analysis and slope profile accuracy. Both the slope analysis and slope profiles shall be stamped and signed by either a registered landscape architect, civil engineer or land surveyor indicating the datum, source and scale of topographic data used in the slope analysis and slope profiles, and attesting to the fact that the slope analysis and slope profiles have been accurately calculated and identified. (e) Show with a site plan, grading plan and building plans -and elevations how development fulfills the following Hillside^ Development and Design Standards (21.95.060) Submit four (4) sets of each plan. .1. v .Coastal Zone Requirements (if applicable) 2. Contour grading 3. > Area or extent of grading 4. v•. i.yj Screening graded slopes :.. 5. f.View preservation and enhancement 6. Roadway design 7. ;<rcr';1Hillside architecture , 8. ;,;'Hilltop^architecture 9. Hillside drainage ,,; ; - ; 10. Man-made slope height and volume of grading cut orjjll. Volume of earth moved for cuts and fills shall be minimized. The larger , volume of the total cut or total fill volumes divided by the total area ><?n "TO Q(~f)\l\f($ in acres that is cut and filled (that is graded) shall equal the volume -v-Ci r i^vic) of hillside grading for this chapjer. The relative acceptability of 1/0/t/t^P Or hillside grading volume shall be determined by the following: I $ (OQI f)^ Cubic Yards of Cut or Fill Grading per Acre of Relative Sensitivity of Cut and Fill Area fin Acres') Hillside Grading Volume 0 - 7,999 Cubic ydsVacre Acceptable , 8,000 - 10,000 Cubic yds./acre Potentially acceptable > 10,000 cubic yds./acre Unacceptable -2- CITY OF CARLSBAD Proje - Id : ENGINEERING DEPARTMENT /j& (^£&fc) COMPLETENESS CHECKLIST FOR : Conditional use permits, condominium permits, master plans, planned development permits, planning commission determinations, redevelopment permits, non-floodplain special use permits, specific plans and site development plans. The following checked items were incomplete or missing from the site plan or application package and must be completed or submitted prior to further Engineering review of the project: I.General Information l_J A. ' Name, address and telephone number of the applicant, owner and Engineer or Architect who prepared the plan. / / B. North arrow and scale. L_L C. Vicinity map showing major cross streets. / / D. Date of preparation/revisions. LJL E' Project Name and Application Types submitted. LJ F. Name of sewer, water and school districts providing service to the project. All facilities labeled as "existing" or "proposed". A summary table of the following: Street address and assessors parcel number. Site acreage. Existing zone and land use. Proposed land use. Total building coverage. Building square footage. Percent Landscaping. Number of parking spaces required/provided. Square Footage of open or recreational space (if applicable). Cubic footage of storage space (if applicable). Average Daily Traffic generated by the project broken down by separate uses. II. Site Information A. General LL LL LLLLLLLLLLLL 1. « Approximate location of existing and proposed buildings and permanent structures on site and within 100 feet of site. 2. /^Location of all major vegetation showing size and type. 3. /jfo Location of railroads. 4. / Bearings and distances of each exterior boundary line. 5.— Distance between buildings and/or structures. 6.— Building set backs (front, side and rear). 7. • Location, height and materials of walls and fences. 8. — Location of free standing signs. B. Street and Titles 1. l The location, width and proposed name of all streets within andadjacent to the proposed project. Show street grades and center!ine radii.2. • Name, location and width of'existing adjacent streets and alleys, Include medians and adjacent driveway locations^ 3. • Typical street cross sections for^all adjacent and streets within project. *• Width, location, and use of all existing and/or proposed public or private easements. 7*~'r&**- lOo. & <*rpe«M.-Tftie, tfeffcrr) 5. ' Public and private streets and utilites clearly identified. 6. ' Show distance between all intersections and medium and high use driveways. / / 7. « Clearly show parking stall and isle dimensions and truck turning radii for all parking areas. / / 8. *J/3^Show access points to adjacent undeveloped lands. / / 9. ' Show all existing and proposed street lights and utilities (sewer, water, major gas and fuel lines, major electric and telephone facilities) within and adjacent to the project. LJ 10. • Show location of all fire hydrants within 300 feet of site. C. Grading and Drainage /.._/ 1. • Approximate contours at 1' intervals for slopes less than 5%, 2' intervals for slopes between 5% and 10%, and 5' intervals for slopes over 10% (both existing and proposed). Foisting and proposed topographic contours within a 100 foot perimeter of the Boundaries of the site. Existing onsite trees; those to be removed and those to be saved; / / 2. ' Earthwork volumes; cut, fill, import and export. /_../ 3. • Spot elevations at the corners of each pad. /..../ 4. . Method of draining each lot. Include a typical cross section taken parallel to the frontage for lots with less than standard frontage. / / 5. * Location, width and/or size of all watercourses and drainage facilities within and adjacent to the proposed subdivision show location approximate size of any proposed detention/retention . basins. / / 6./J/3 Clearly show and label the 100 year flood line for the before and after conditions for any project which is within or adjacent to _ . a FEMA flood plain. LJ. 14-rp For projects with an average daily traffic (ADT) generation rate greater than 500 vehicles per day: Two (2) copies of a Circulation Impact Analysis for the project. The analysis must be prepared by an appropriate registered Engineer. The analysis must show project impacts to all intersections and road segments identified as impacted within the included Local Facilities Management Plan. The following should be included with the study: a) 8 1/2" x 11" or 8 1/2" x 14" plats showing zone impacted roads, background and project AM and PM peak hour impacts and traffic distribution. b) Project traffic generation rates c) Necessary calculations and or analysis to determine intersection and road segment levels of service. d) Any proposed mitigation requirements to maintain the public facility standards. l_J_ 15. ' Two copies of preliminary soils/geologic report for all project with cut or fill depths exceeding 5 feet. // CITY OF CARLSBAD - -Projec^Id : ENGINEERING DEPARTMENTt, COMPLETENESS CHECKLIST FOR : Tentative tract maps and Tentative parcel maps. The following checked items were incomplete or missing from the site plan or application package and must be completed or submitted prior to further Engineering review of the project: I. General Information; / / A. • Name and address of owner whose property is proposed to be _ subdivided and the name and address of the subdivider; / / B. • Name and address of registered civil engineer, licensed surveyor, landscape architect or land planner who prepared the _ maps; l / / C. • North point; / / D. • Scale; vicinity map; / / E. • Date of preparation; LJ F. • Classification of lots as to intended residential, commercial, _ industrial or other uses; / / G. ' Tentative Map number in upper right hand corner (City to provide _ number at time of application.) / / H.A/a Lot width to depth ratio not to exceed 3:1. LJ I. . Number of units to be constructed when a condominium or _ community apartment project is involved; LJ J. » Name of sewer and water district providing service to the _ project. /./_ K. • Average Daily Traffic generated by the project broken down by separate uses. II. Site Information: _ A. General LJ 1) • Approximate location of existing and proposed buildings and _ permanent structures; / / 2)^/3 Location of all major vegetation, showing size and type; / / 3)x^a. Location of railroads; LJ 4) • Legal description of the exterior boundaries of the subdivision (approximate bearings, distances and curve _ data); LJ 5) ' Lot lines and approximate dimensions aqd number of each ' t" a{r ^F8^* ^>r»°lot; B. Streets and Utilities -i A 1) ™e ^cation, width and proposed names of all streets "PfO\l\d-es prt4i'U ^f- within and adjacent to the proposed subdivision, show KGahotfS £h9tL*v on proposed street grades and centerline radii. Provide Ttf. dtSjcww" separate profile for all streets with grades in excess o f -22b_Ltreets should be in conformance with City Standards and Engineering Department Policies. (Especially _ Policy Numbers 1 and 22) LJ 2) ' Name, location and width of existing adjacent streets _ and alleys.LJ 3) • Typical street section for all adjacent streets and streets within the project. wx u u u LL .U LL U 4) 5) 6) 7) roposed l 1 ets and utilities clearly intersections. an medjum and high ai mansion and truck C. 9) 10) • Grading and 1) • LL LL U U U 2) 3) 4) _ i and location of "all «x1s_tii'^>rnr Pr<Yflfo oaspmpnts; Public and private str identified. Show distance between a-11 use driveways. (\SM«Jaxi2? ^ Clearly show parking stall "and isl§ turning radii for all parking areas Show access points to adjacent undeveloped lands. Show all existing and proposed street lights and utilities (sewer, water, major gas and fuel lines, major electric and telephone facilities) within and adjacent to the project. Show all fire hydrants located within 300 feet of the site. Drainage Approximate contours at 1' intervals for slopes less than 5%, 2' intervals for slopes between 5% and 10%, and 5' intervals for slopes over 10% (both existing and proposed). Existing and proposed topographic contours within a 100 foot perimeter of the boundaries of the site. Existing onsite trees; those to be removed and those to be saved; Earthwork volumes: cut, fill, import and export. Spot elevations at the corners of each pad. Method of draining each lot. Include a typical cross section taken parallel to the frontage for lots with less than standard frontage. Location, width and/or size of all watercourses and drainage facilities within and adjacent to the proposed subdivision; show location and approximate size of any proposed detention/retention basins. Clearly show and label the 100 year flood line for the before and after conditions for any project which is within or adjacent to a FEMA flood plain. LJ—9. Preliminary Hydrology map and calculations for lots exceeding one acre before and after discharges to each included drainage basin. Show LJ IG/jkfor projects with an average daily traffic 500 vehicles per day: (ADT) generation rate greater than LJ n Two (2) copies of a Circulation Impact Analysis for the project. The analysis must be prepared by an appropriate registered Engineer. The analysis must show project impacts to all intersections and road segments identified as impacted within the included Local Facilities Management following should be included with the study: 8 1/2" x 11" or 8 1/2" x 14" plats showing zone impacted roads, background and project AM and PM peak hour impacts and traffic distribution. Project traffic generation rates Necessary calculations and or analysis to determine intersection and road segment levels of service, d) Any proposed mitigation requirements to maintain the public facility standards.Two copies of preliminary soils/geologic report for all project with cut or fill depths exceeding 5 feet. For all condominium conversions, a signed statement by the owner stating Section 66427.1 of the State Map Act will be complied with. Plan. The a) b) c)