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FLS02-03-26 (2) FLS 02-03-26 CHURCH OF SCIENTOLOGY PARKING LOT 624 COURT STREET C I T Y 0 F CLEARWA1'ER PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BIJll.fJl;\;G, 100 SOLTll MYRTLE AVE:\LE, Cl.EARWATEI<, FI.O!<IIJA 3:17'16 TI'LEPIIO:\I' (727) '162,4567 FAX (727) 562-4H65 LO;\;G RAf'GI' PJAf';\;J;\;G DEVEl.OPME:-JT REVIEW August 18, 2006 Mr. James Bond 319 S. Garden Avenue Clearwater, Florida 33756 Re: Minor Revision to FLS 02-03-26 (624 Court Street) Church of Scientology Parking Garage Dear Mr. Bond: At its meeting of April 11, 2002, the Development Review Committee (DRC) approved with conditions the above referenced Flexible Standard Development application to permit a 150,690 square foot, four-story, 542- space parking garage within the Downtown (D) District under the provisions of Section 2-902 of the Community Development Code with an accessory 9,000 square foot (approx.) central commissary and laundry facility. On July 17, 2006, a request was received that proposed revisions to the above referenced approval. Those revisions are as follows: o Modification of the southwest entrance/exit from a two-way drive aisle to a one-way egress only drive aisle; o Deletion of the central commissary, laundry facility and associated loading dock; o Modification of the north and west fayades of the parking garage in association with the removal of the central commissary, laundry facility and loading dock; o The increase of the east (front) building setback from 10 feet to 21 feet due to the location of the existing "chiller lines"; o The increase of the north (front) building setback from 8 feet to 13 feet due to the location of the existing "chiller lines"; o Establishment ofa 10-foot separation between the south wall of the parking garage and the existing adjacent Central Energy Plant; and o Relocation of the stormwater vault from the southwest comer of the building to the center of the building. In accordance with the provisions of Section 4-406.A of the Community Development Code, the proposed revision has been deemed to be a Minor Revision and is hereby APPROVED with the following conditions: 1. That prior to the issuance of any building permits, a landscape plan must be submitted to and approved by Staff; 2. That prior to the issuance of a Certificate of Occupancy, any/all required easements must be granted; 1:1: \c-~ 111111\\1:1). ,\1.\\1 )1: JI )11\ 1), )1:.\\, CI )1\111,\11\11\11: IIIIIJI 1.\\1 1\. (:' JI.\I .11 \11'\1111'1: G) 111)1'1' II \ \\111 I )\, (> )1\111\11-\1111,1: (:,\1:1 1\ ,\ I'll FlNc-. (:, II \([1 \\1'\11111: "Fc,lIAII'\II'1< )\\11'\1 ,\.'\1) 1\1'111:\1.\1'1\1' t\CTlt l'\ FIII'II l\ 1.1<" August 18,2006 624 Court Street (Church of Scientology Parking Garage) Page 2 of2 3. That the decorative screening on the ground level is comprised of either wrought-iron or aluminum and be painted/powder-coated black; 4. That the signage incorporated into the decorative screening on the ground level is eliminated; 5. That all signage meet the requirements of Code and be architecturally integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: a. All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and b. All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; 6. That the final design and colors of the buildings are consistent with the architectural elevations approved by Staff; and 7. That the final Certificate of Occupancy is obtained by December 31, 2006. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail atrobert.tefft(iV.myclearwater.com. Sincerely, Planning Director S:\Planning DepartmentlC D BIFlex Standard (FLS)I/nactive or Finished CaseslCourt 0624 cas Parking Garage - ApprovedlMinor RevisionslCourt Street 624 - Minor Revisions Letter 08-18-06.doc CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562-4567 FAX: (727) 562-4865 ~ Otarwater u FACSIMILE COVER SHEET Date: To: From: Re: August 18, 2006 James Bond, (727) 445-7277 Robert G. Tefft, Planner III FLS 02-03-26 (624 Court Street) Number of Pages Including Cover Sheet: 3 Comments: ** Please confirm receipt via e-mail at: robert. teffirwmvclearwater, com ** ** Visit the Plannin De artment online at www.mvclearwater.com ** '::,Et 1[1 I III~ F'EF'I]F'T Aug. 18 2006 03:47PM YOUR LOGO YOUR FAX NO. 7275624865 NO, OTHER FACSIMILE 01 94457277 START TIME USAGE TIME MODE PAGES RESULT Aug,1803:46PM 01'02 SND 03 OK TO Tl..NN CFF ~T, PRESS 'I"EI'U' 1*04, ~ SELECT CFF BY USIt-ll '+' rn '-'. Frn FAX AJ:)l.)f:fff~ ASS I STR-lE, PLEASE CALL l-1300-I-ELP-FAX (435-7329). C I T Y 0 F CLEARWATER PlANNING DEPARTMENT POST OFFICI' Box 4748, CI.I'ARWATEH, FI.OH/flA 33758-4748 MlINICIPAI. SEHVICES BIIII.DI;--.JG, 100 SO[JTII MYHTI.E AVE:\!:E, CI.EARWATEH, FLOHlflA 337')6 TI'LEPIIO;--.JE (727) 562,4567 FAX (727) 562,4R65 LONG RA1\GE PIAl'iNING DEVI'LOPMENT REVIEW August 17, 2006 Mr. James Bond 319 S. Garden Avenue Clearwater, Florida 33756 Re: Minor Revision Request for FL 02-03-26 (624 Court Street) Church of Scientology Parking Garage Dear Mr. Bond: This letter is in reference to your request for a minor revision to the above referenced development approval. While a Development Order cannot be issued for the minor revision at this time, the location of the parking garage and its general design are considered to be finalized, The only item that remains outstanding with regard to the minor revision is the design/appearance of the decorative "grillwork" to be installed on the ground level of the parking garage. Upon the final agreement of the design/appearance of the aforementioned decorative "grillwork", a formal Development Order will be issued for the minor revision. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562-4539 or via e-mail atrobert.tefft@myclearwater.com. Sincerely, ~~~ Michael Delk, AICP Planning Director FI<I,\~ 111111I11!ll. ,\1.I\1l!! .l()II\ [)()In~, CI)I ,\II!\II\IIIII! JIll!.!, ),\\1 l\. (:1 )1'\(11 \II-.\I!!II! G> Iii lYT III\II!I( )\, (:i l! \1 11-.\11'\111101, (: \I!II\ i\. 1'1'1l:IN~, ell! '\111 \11'\1111'1; "EI,lIAI-. 1':.\11'11 )\\II\T ,\\1 l ;\1'111;.\1-.\'11\'1-: ;\, III ).\ E,\II'I-.( lIFI;" E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email i(~;nGr(-)te@qQ.l!"2f.!1 FL Certificate of Authorization 7983 August 11, 2006 Mr. D. Scott Rice, P.E. City of Clearwater Land Development Engineering Manager 100 South Myrtle Avenue Clearwater, F!orida 33756-5520 Reference: Minor Revisions to CSRT Parking Garage FLS2006-04024 Subject: Additional Information Related to Stormwater Vault Dear Mr. Rice: This letter addresses the proposed stormwater vault in the ground floor of the ne\'\ parking garage. The submittal of July 21st with minor revisions to the approved plan included 1 request to relocate the vault from the southwest comer of the garage to the center of the garage. The original stormwater vault is shown. on the approved site plan that is part of the October, 2002 Development Order. A plan and section view of that vault is included with thil letter. Note that the approved vault has vertical walls under the floor slab, and a sloping bottom. We are requesting that the vault be relocated in order to provide a better deSign which ~ creates more storage capacity. The increased storage capacity allows the runoff from the parking ;oJ garage to be treated and mitigated within the vault (called Pond #2 in the cales), and allowed us to remove a vertical wall from the earlier design of the wet pond (Pond #1). The relocated vault will have vertical walls on 4 sides, with a barrier wall and curb to provide safety. A locked gate and ladder will provide access to maintenance personnel doing routine operation checks of the function of the facility. In the Stormwater Drainage Design Criteria, page 7, vertical walls are discouraged except as may be specifically approved due to reason of undue hardship to the developer. The severe space limitations dictated by the design of the parking garage do not allow the use of sloped sides. Vegetation will not grow there, anyway. A vault with sloped sides would not work in its original or relocated position because of the geometry of the pari(ing garage design. We acknowledge that the vault is not located adjacent to the right-of-way, or along the boundaries of adjacent parcels of land, or on any side of a pond serving only as a water quality facility. The underdrain is located in the bottom of the pond. The remaining point on page 7, "on more than two sides of a detention pond", is what we are asking relief from. Thank you for your attention to this matter. Kenneth H. Roush, .E. FL License No. 33366 KHR:az .' 27X 3 ~7.13 I I x I I 4' I X27.07 I I I I I I I ~7.2 .jS~ t7 x 03 I I r I 26x5 6IIS 27X 5 27 x 03 27x2 B X28.4 27. 27.1 '~,t)T ':'"oS 74' X27.2~ . X27.09 I},,,''': x27391},'\' STORMWATER VAULT . 21.J~~Jx UNDER SLAB ><- ~. x..-. :L 7. 43 "') X27.44 r-...: t'\i 27.53 x rO' x .4 B m A 14.0 27. 1 Z. ~6.58 ~x .~ ~ . i); ~ry X> 'X 26.73 X 'jO u' X'},u' + 27. ~'?'_J T.O.W: 26. 26.16 6IIs-)(;A1~ GAs22ll...2~~~ CO ~U' ':r '.,9 SIGN OHW t 6' f"'I = 25.84X 25.6 25.14 25.41 2560 ---------- . NEW VAtUY GUTTER CURB - - - - - - - - - - - - - - - - - - - - - - - - - - - -.. ..'. EXIST. 6" ,~I.~.~:.~/,;:~~:~ :~~;.~~;~,., .s IRf~ E t.,., ..~ ,.,." CENTERLINE _ x " ' , , " . ')( - - - rAAJlT,I;;;V nO - - '" .. ----~- .. --------- -- -------- ASPHALT PAVEMENT 4' CONC. SIDEWALK --~.._--------_._~_.._---_._---_....------~--.._--------- SHRUBS GROUND COVER 120' FACE OF WAU. TO FACE Of BlDG, 14' ~ TOW 26 6" CONC, OR 8" CONC. MASONRY WALL '. Tor 21.75 P,B. 14.0 OR LOWER SEcnON A-A N.T.S. -------- ------------ -"'---. 42' .' : DHW .16.0 ~_ TURF BLOCK 111311:11/= .. SECTION B-B N.T.S. I . July 17, 2006 Michael L, Delk, AICP Planning Director City of Clearwater 100 S. Myrtle Avenue Clearwater, Florida 33756 Re: Church of Scientology Parking Garage Proposed Minor Revisions Dear Mr. Delk: The Church's parking garage located at 624 Court Street has a Development Order approved in 2002 and extended to 2006 to construct a 4 levelf542 parking space garage (Case FLS 02-03-26). As you are aware, this garage has an active building permit for the site work and for the foundation, Since the original approval, the City assigned a new address for the garage as 645 Franklin Street and this new address is used in the City building permit files, During the detailed construction design, several minor changes have been identified which reflect current issues and will improve the overall design. Through this letter, we request that these changes be reviewed pursuant to Section 4-206 of the Community Development Code, We believe that these changes as a whole comprise a minor change according to the City's code and can be approved by you as the Community Development Administrator. The list of proposed changes and our analysis of the changes is described below, The number of the proposed change is keyed to the enclosed site plan showing the revisions highlighted. 319 SOUTH GARDEN AVENUE. CLEARWATER. FLORIDA. 33756 727-467-6584 . FAX 727-445-7277 . Proposed Changes 1. Modify the southwest entrance/ exit from a two- way drive to a one-way drive, The related pavement width will also be modified to decrease from 28' feet in width to 12' in width, This revision was shown on the new garage design that was reviewed by the DRC on June 29,2006. At that DRC meeting, there were no concerns or objections to this type of access from the staff. 2, Delete the approved loading dock on the northwest corner of the parking garage, A loading dock is no longer necessary when the commissary and laundry are removed from the structure (see detailed explanation below), The area previously used as loading dock is proposed for two parking spaces. 3, Delete the approved commissary and laundry from the first floor of the garage, The approved plan included a commissary and laundry on the first floor of the parking garage fronting on Franklin Street, The original intent was that food service preparation would be primarily done in the commissary and then transported to the Flag Building cafeteria, Upon further review, this plan resulted in several inefficiencies and the Church plans to consolidate all food preparation within the Flag Building cafeteria. In addition, the Church has refined its food service delivery throughout the campus by establishing three cafeterias in the north, central and south sections of the downtown campus, Therefore, there no longer is a need for a central commissary in the parking garage. With regard to the laundry approved in the parking garage, the Church has decided to move the laundry to a location outside of downtown. The laundry would be co-located within a Church-owned warehouse on Calumet Street, It is not necessary for the laundry to be located on highly desirable downtown property and the warehouse location is more appropriate due to the laundry operating characteristics, With the deletion of the Commissary and laundry, there is a related slight decrease in the size of the building footprint from 53,230 square feet to 49,800 square feet. The first floor space that previously was devoted to the commissary and laundry is proposed for use as additional parking spaces, The approved plan contains 542 parking spaces; the proposed plan would contain 581 spaces, a net increase of 39 spaces, 4, Increase the approved eastern building setback on East Avenue from 10' to 21'. The reason for this increase is due to the existing 20" diameter chilled water lines that currently exist along East Avenue. The increased setback will provide adequate separation between the water line and the parking garage wall. 5, Increase the approved northern building setback on Franklin Street from 8' to 13'. The reason for this increased setback is due to the same reason as described in Item 4 above, namely to provide adequate separation between the existing water lines and the structure. 6, Establish a separation between the south wall of the garage and the existing Central Energy Plant, On the approved plan, there was no separation established for the distance between the electrical plant and the south edge of the garage. The fire code requires a separation of 10', therefore, this separation is requested. We believe that this item reflects a clarification to the approved plan rather than a change to the plan, 7. Relocate the stormwater vault under the parking garage from the southwest section of the building to the center of the building. The purpose in this relocation is to provide additional storage area in a cost-effective manner. Analysis of Proposed Changes Compared to Code Criteria 1. Does not alter the location of any private street and/or driveway by more than 20 feet. Response: There are no changes to the location of private streets or driveways. The approved Franklin Street driveway remains in the same location. The approved southwestern driveway remains in the same location with the only change being from an entrance/exit to an exit only type of access. 2. Does not change the use unless such change is of a similar or less intensity, as determined by the community development coordinator. Response: The use is not changed since the approved use is for a parking garage and it is intended that the use remain as a garage. The change proposed to delete the commissary and laundry is clearly a decrease in intensity in both use characteristics as well as traffic impacts. With the elimination of the commissary and laundry, there will be a major decrease in employees assigned to this building, thus reducing their travel to and from the facility. In addition, the loading and delivery trips previously necessary for both the commissary and the laundry will be eliminated thus reducing the traffic impacts of the facility, Elimination of these trips also eliminates the potential conflicts between passenger and commercial vehicles. 3. Does not increase the density or intensity of the development. Response: The proposed changes do not increase the intensity of the project. As described above, the elimination of two uses previously approved in the garage will reduce the intensity of the development. The slight increase in total number of parking spaces from the approved 542 spaces to the proposed 581 (+ 39 spaces) is also not an increase in intensity since the parking garage is accessory to the Flag Building. The garage will contain more spaces than the City Code requires, thus operating only to improve the functionality of the principal use of the Flag Building and any other Church facilities using the garage. 4. Does not result in a reduction of setback or previously required landscape area. Response: There is no reduction in any setback or landscape area. As discussed in Proposed Change Items 4 and 5, the setbacks on East Avenue and Franklin Street will be increased to accommodate existing large water lines. 5. Does not result in a substantial change to the location of a structure previously approved. Response: There is no change to the location of the garage and it remains located and designed in the same manner as originally approved, with the exception of the increased setbacks noted above. 6. Does not result in a substantial modification or the cancellation of any condition placed upon the application as originally approved. Response: There is only one minor change to the conditions of approval. Condition #1 of the Development Order had two requirements of the Fire Code. The first condition required that a fire separation be constructed between the parking portion of the building and the commissary area. Since the commissary is proposed for elimination, this condition is moot. The second condition required a fire sprinkler system throughout the building. It is our understand that the open design of the garage will eliminate this requirement; however, a fire pump will be installed in the garage and all other applicable fire code requirements will be met. 7. Does not add property to the parcel proposed for development. Response: There is no change to the site associated with the project. 8. Does not increase the height of the buildings in a manner that will change the overall height of the project, will not alter the scale of the project, does not exceed the maximum height permitted in by the applicable special area plan and zoning district. Response: The height and scale of the building are not changed in this proposal. The garage is located in the Downtown Redevelopment Plan area of the City in the Downtown Core district where there is no height limit. 9. Any other minor revision that does not substantially alter the character and design of the project. Response: The only other change not previously identified in the criteria is the relocation of the stormwater vault, Since the vault was originally proposed to be located underground and this underground location is maintained, there will be no effect to the public if the vault is shifted to the north and center of the garage. . . . ~ In summary, we believe that the proposed changes should be classified as "minor revisions" pursuant to Section 4-406 of the Community Development Code and can be approved by you as the Community Development Coordinator, We would be happy to meet with you to discuss these proposed revisions, at your request, If you need additional information, please do not hesitate to call me. Thank you. Sincerely, ~ ~-== Vli Huber Landlord Church of Scientology cc: Ed Armstrong Cyndi Tarapani CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT FOR 11/8/01 DRC MEETING BACKGROUND INFORMATION: APPLICANT: The Church of Scientology Religious Trust REPRESENTATIVE: Mr. Kenneth H. Roush; Northside Engineering, Inc. PROPERTY LOCATION: 652 Court Street REQUEST: Flexible Standard development to permit an Utilitylinfrastructure facility within the Downtown District under the provisions of Section 2-902. APPLICATION NUMBER: FLS 01-10- 7 6 ZONING: D, Downtown District EXISTING USE: - ADJACENT LAND USES: North: Page 1 ST AFF ANALYSIS A, COMPLIANCE WITH MAXIMUM DEVELOPMENT POTENTIAL STANDARD IN THE D, DOWNTOWN DISTRICT: ST ANDARD REQUIRED/ EXISTING PROPOSED IN PERMITTED COMPLIANCE? FLOOR AREA N/A 0.82 0.70 Yes RATIO IMPERVIOUS N/A 0.84 0.40 Yes SURFACE RATIO Page 2 B, FLEXIBILITY STANDARDS FOR UTILITY/INFRASTRUCTURE FACILITIES IN THE D, DOWNTOWN DISTRICT (Section 2-902): STANDARD REQUIRED/ EXISTING PROPOSED IN PERMITTED COMPLIANCE? HEIGHT N/A 22 feet 35 feet Yes maximum PARKING N/A 16 spaces Zero spaces Yes SP ACES minimum C. FLEXIBILITY CRITERIA FOR UTILITY/INFRASTRUCTURE FACILITIES IN THE D, DOWNTOWN DISTRICT: 1. No above ground structures are located adjacent to a street right-of-way; The proposed structure is located near a street right-of-way but has been designed to blend in with the existing streetscape and is conducive to a positive pedestrian expenence. 2, Any above ground structure other than permitted telecommunication towers and utility distribution lines located on or along a rear lot line shall be screened from view by a landscaped opaque wall or fence which is at least two-thirds the height of the above ground structure and shall be landscaped with trees which will five years after installation substantially obscure the fence or wall and the above ground structure; The structure will be designed to match the Church of Scientology's Training Center currently under construction. Landscaping will be provided which will exceed Code requirements. The site is a comer lot and does not have a rear setback under the provisions of Section 3-903 D. 3, Any above ground structure other than permitted telecommunication towers and utility distribution lines located on or along a rear lot line shall be screened from view by a wall which is an extension of an architectural treatment of a principal building; The structure will be designed to match the Church of Scientology's Training Center currently under construction. Landscaping will be provided which will exceed Code requirements. The site is a comer lot and does not have a rear setback under the provisions of Section 3-903 D. Page 3 4. The design of all buildings complies with the Downtown District design guidelines in Division 5 of Article 3. The design of the building meets all applicably Downtown Design Guidelines and includes an earth tone, stucco finish, extensive window treatments, a terra-cotta, barrel- tile roof and other architectural details. D, GENERAL APPLICABILITY: Conditions which are imposed by the Community Development Coordinator and the Community Development Board pursuant to a Level One or a Level Two Approval shall ensure that: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located, The proposal includes the demolition of. buildings and the construction of a 21,630 square foot energy plant in association with the Church of Scientology Training Center currently under construction. It will have no impact on density and will decrease the amount of impervious surface. The development will be in harmony with the scale and character of adjacent properties. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The site is zoned Downtown District and the proposed use will be in compliance with that zoning. The proposed development should not discourage appropriate development and use of adjacent land buildings. Site improvements include landscaping in excess of Code requirements. 3, The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use, The use is accessory to the Church of Scientology Training Center currently under construction, The proposed building will match the architecture of the Church of Scientology Training Center. The development will not negatively affect the health or safety or persons residing or working in the neighborhood. 4, The proposed development is designed to minimize traffic congestion, The use does not change with this proposal and will have no increased effect on traffic. Page 4 5, The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development is consistent with and will improve the community character of the immediate vicinity. 6, The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. There will be no adverse effects generated by the proposed development. ST AFF RECOMMENDATION: Based on the on the application, the proposal is in compliance with the standards and criteria for Flexible Standard Development approval, with the maximum development potential and with all applicable standards of the Community Development Code. Therefore, staff recommends APPROVAL of the application for Flexible Standard Development approval to permit an Utility/infrastructure facility within the Downtown District under the provisions of Section 2-902 at 652 Court Street. Basis for Approval: 1. The proposal complies with Flexible Development and Residential Infill Project criteria under the provisions of Section 2-902; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions: 1. That the final design of the buildings be consistent with the conceptual elevations submitted or as modified b the DRC; S.IPlanning DepartmentlC D BIStandard FlexlPending Casesl3 ' Up for the Next DRCICourt 625 COS Energy PlantlCourt 625 Report. doc Page 5 CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT FOR 4/11/02 DRC MEETING BACKGROUND INFORMATION: APPLICANT: Church of Scientology Religious Trust PROPERTY LOCATION: 624 Court Street REQUEST: Flexible Standard Development approval to permit a parking garage within the Downtown District under the provisions of Section 2-902. APPLICATION NUMBER: FLS 02-03-26 ZONING: D, Downtown District EXISTING USE: Vacant - former American Red Cross office complex ADJACENT LAND USES: North: South: East: West: Church of Scientology Counseling and Training Center - under construction Vacant - Pinch-a-Penny Vacant - proposed Church of Scientology power station Office Page 1 ST AFF ANALYSIS The 1.75-acre site is located on the north side of Court Street approximately 350 feet east of South Garden Avenue. The site contains six existing one to two-story, buildings with a total of 27 ,862 square foot. The site is located in the heart of Downtown Clearwater. The application includes a 150,690 square foot, four-story, 542 space parking garage. The structure will also contain approximately 9,000 square foot central commissary and laundry facility. The building will be finished in a Mediterranean-revival style of architecture with a sand colored stucco exterior and a terra cotta, barrel tile roof. The proposed parking facility will service the Counseling and Training Center, currently under construction and a proposed 4,000- seat concert hall. The future concert hall is not a part of this application and will require a minimum of a Flexible Standard Development Review. Landscaping will be provided which will exceed the intent of Code utilizing date palms, flower shrubs and ornamental trees and groundcover. All required building permits would need to be obtained prior to construction. A, FLEXIBILITY STANDARDS FOR NIGHTCLUBS IN THE D, DOWNTOWN DISTRICT: STANDARD REQUIRED/ EXISTING PROPOSED IN PERMITTED COMPLIANCE? HEIGHT 50 feet 22 feet 60 feet No maximum PARKING N/A 62 spaces 542 spaces Yes SP ACES minimum Page 2 B. FLEXIBILITY CRITERIA FOR PARKING GARAGES AND LOTS IN THE DOWNTOWN DISTRICT (Section 2-902): 1, The parcel proposed for development is not contiguous to land designated as residential in the Zoning Atlas; All surrounding land uses are designated as Downtown District in the Zoning Atlas. 2, Access to and from the parking garage or lot shall be based on the findings of a transportation analysis approved by the City; Two ingress/egress points are provided for the parking garage. One ingress/egress will be along a side street, Franklin Street and the second will be along Court Street accessible via a 115 long driveway as measured from the back of curb to the proposed structure. 3, The stacking spaces available for cars waiting to pass through a parking ticket dispenser or booth to enter the garage or lot shall be based on the design and size of the garage or lot; It is not clear whether both ingress/egress points will be gated. No stacking spaces are proposed for the north access point along Franklin Street. Approximately 100 feet (five vehicles) of stacking spaces is provided onsite for the south access point along Court Street. 4. Any frontage along a public street is designed and improved to be similar in character and use to other uses and structures fronting on each street for a distance of 250 feet in either direction along the street or the nearest intersections, whichever is less; The building will be finished in a Mediterranean-revival style of architecture with a sand colored stucco exterior and a terra cotta, barrel tile roof. In addition, landscaping will be provided which will exceed the intent of Code. The project is most similar in style to the Downtown Post Office located three blocks to the north at the northwest comer of Myrtle A venue and Cleveland Street. The site is generally surrounded by aging, dated structures the architecture of which should probably not be replicated. The proposal will raise the architectural standard of the area. Page 3 5, Parking structures are designed, constructed and finished so that the structure of the garage is architecturally compatible with the design and character of adjacent principal uses; The building will be finished in a Mediterranean-revival style of architecture with a sand colored stucco exterior and a terra cotta, barrel tile roof. In addition, landscaping will be provided which will exceed the intent of Code. The project is most similar in style to the Downtown Post Office located three blocks to the north at the northwest comer of Myrtle A venue and Cleveland Street. The site is generally surrounded by aging, dated structures the architecture of which should probably not be replicated. The proposal will raise the architectural standard of the area. 6, The design of all buildings complies with the Downtown District design guidelines in Division 5 of Article 3. The building will be finished in a Mediterranean-revival style of architecture with a sand colored stucco exterior and a terra cotta, barrel tile roof. In addition, landscaping will be provided which will exceed the intent of Code. The project is most similar in style to the Downtown Post Office located three blocks to the north at the northwest comer of Myrtle A venue and Cleveland Street. The site is generally surrounded by aging, dated structures the architecture of which should probably not be replicated. The proposal will raise the architectural standard of the area. C. GENERAL APPLICABILITY (Section 3-913): Conditions which are imposed by the Community Development Coordinator and the Community Development Board pursuant to a Level One or a Level Two Approval shall ensure that: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located, The application includes a 150,690 square foot, four-story, 542 space parking garage. The structure will also contain approximately 9,000 square foot central commissary and laundry facility. The building will be finished in a Mediterranean-revival style of architecture with a sand colored stucco exterior and a terra cotta, barrel tile roof. The proposed parking facility will service the Counseling and Training Center, currently under construction and a proposed 4,000-seat concert hall. The future concert hall is not a part of this application and will require a minimum of a Flexible Standard Development Review. It will have no impact on density and will be within impervious surface ratio limitations. The immediate area consists of nonresidential uses including retail, a proposed nightclub, and governmental uses including the Municipal Services Building and the Police Station. The development will be in harmony with the scale and character of adjacent properties. Page 4 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The site is zoned Downtown District and the proposed use will be in compliance with that zoning. The proposed development should not discourage appropriate development and use of adjacent land buildings. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The development will not negatively affect the health or safety or persons residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. The use will have no little effect on traffic. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development is consistent with and will improve the community character of the immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. There will be no adverse effects generated by the proposed development. Page 5 STAFF RECOMMENDATION: Based on the on the application, the proposal is in compliance with the standards and criteria for Flexible Standard Development approval, with the maximum development potential and with all applicable standards of the Community Development Code. Therefore, staff recommends APPROVAL of the application for Flexible Standard Development approval to permit a parking garage within the Downtown District under the provisions of Section 2-902 at 624 Court Street. Bases for approval: 1. The proposal complies with Flexible Standard Development criteria under the provisions of Section 2-902; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions of approval: I. That a site plan be submitted to and approved by Staff prior to the issuance of any permits showing the following: . A two (2) hour fire separation be shown between the parking facility and laundry/food preparation area as per NFPA 101, Section 38-1.2.2; . A fire sprinkler system throughout the building in accordance with Chapter 553, Florida State Statutes, and Florida Building Code, Sections 411 and 903; 2. That all required easements be granted prior to the issuance of a Certificate of Occupancy; 3. That all signage meet the requirements of Code; and 4. That a landscape be submitted to and approved by Staff prior to the issuance of any permits showing the following: . The area around the stormwater pond include shrubs in addition to palm trees and groundcover; . All plant material properly labeled; . The landscape areas along Court Street currently showing southern wax privet to be maintained at a height of 36 inches be replaced with ornamental trees or amore appropri- ate shrub mass to the satisfaction of Staff; . The landscape area at the northwest comer of the building include shrubs in addition to palm trees and groundcover; and . The area around and to the north of the dumpster be planted with palm trees, shrubs and groundcover to the satisfaction of Staff. 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'e ' I t DOMES PER FOOT ; : "?;' m "_ __ m_i'~" ~ 2:'0~ -___ =n67~ / -~ 25.5+ _ _ - ,m"':"" nff ~~, w~ - 26.0+0"--- ~ No ~~(T~) . - m '_.e~'~~'5 2r~,;,~ .. -- - -:- 260 /-;,/::!':'::'- 2Y:::." . . - .m;' . --------,' ...~..Q~:~ 7.. ~-' , .' of' ENO/=-;~"-';;:'-;/':_':~'" '.eSS . ~ /;/ r',; .:2J ,..(c+ ~ ",",'1'..1,-- t.'./~'I' ", '" , j;,' ~/(lG EW ~ ' ~ '\, r,;:,c) STOP NEW 5' ..... '+ \".0 SIGN - _ 'A' -MATCH CONC, S I C,l/' TO ' [XISTiNG F~V/i,\1 \\ \ \ ~ '. t:: :;,.' - ~ '- 'r" ::" ';.0',,1,,'. - _j - - !,~:f; I :~-;:!C[[ f._ -li- - 1IIII1IIlI_'.--,- - -'j /~,~~- , _:~:--~,~<t 0.6~,. J,...... (~-., -.~/, _-~----'-'--'---'-h_'~' 'c ....... .......::~_, ,=:;:::::..::::.~~:-=:-:::-,.v - -+' ~ ;;] .._..?~_~\c~O~5%~ /?- ~\::~ ' I, - >' '~.. ~ -' .. .10 v ._ -mr.n......n..._iri.-~ 15 1Il_ II " . -. I i ; Ii I I / , I ~ I "'Ice i ~j/:~I rt,c~-.... ~ 1'1 I' v ~~'I"r.;:.~...' '. '/-1..11 i::.I' 1'1 ~:~I ~ ,,,' r~,'11 ~ '--- '. '.-, ' . '~'~-, ' , 1EX. 18" CHILLED & 10" HOT WATER / ~ SUPPLY & RETURN TO REMAIN--,-- j 0:-'); ", - . .,<--: ~ , .;- ;:" = E\ :5~--,T'L. I/~ :...; E rJ !~, 1 '\ I I.. 1 l I I I I '1 I / I. I I { -,---" . . ~ .'C , I I '0 -..-..- ,- -.;t- ....-,-- N '1': . I I I L__ _ _u 7 .-- - -_. ;:~;:::.. ~ 11 -]- -Z- I, .. @ ..___ ~ _ ~'_ , o~ ~ ~ ' Lf') -< ..-/ ~ .<~w @ ~ t ;i or-< ...~. ~ ~ L--l-O~ ::: ~ ~~ ><tfJ ~ I . . /' V I" I I'I~I ,>ij~1 ' \:-- ...' "..,:" ,..'\' 'rCi l" __ . ,(3 I' '~I j j~ " . ,'1,1 I I' .x; ~J l ~l @ 1,_ _ o ".; r~ ' " I .. / ::': , I 1=: :i~ II) <? ,.., , -:-..) I":'" , 10, I 1 , , > I /' <c \ .,,0 . ' .'-J~I 'r~' 2J :::> :) /l . . , . ,-I ~ ~- -~ ~, ' -~ ~'-- , ' 91,0' NEW CONTROL STRUCTURE TOP 26.5 INV, 21.94 W INV. 23.3 E 27.0 Ii 24,3' I . ~~~~~~R~I>J~,~'~~'~%_ ...~_:.....IIII.J."III ~..^ 11I[1], :..,0 PARKINc:r STRUCTURE 4 STORY SlRUCTURE 581 PARKING SPACES 49,722 SQ. FT. F.F. EL V. 7.7 -27.0 . . , 1--,-- ~ ,((:. ,-,., -I o ~I "0 I cx:i ' -.;t- , __.__ 1_.._.... ! RELOCATED :......., STORMWATER VAULT (POND #2) l__ _. [.Q~ 2~:,~,__ _w__ L__m_ l, ,_ _,,_ I NP 22.0 (SHW) / I PB 24.3 . .; ~ 25.0 DLW" ~ L f6.5DHW _ c~ . . / SPETD RAMP UP ---(41-4') I T~ -..- ,i... ~ , , I L _.___. EX. BASE TO REMAIN, ADD ADDITIONAL BASE AS NECESSARY, REGRADE & RECOMPACT AS NECESSARY. APPLY PRIME COAT PAVE WI 1" TYPE S3 OVER 1-~'" TYPE Sl. SEE DETAIL SHEET C6.1 .,- I I '--- I . c;.,>; r 0.' 1(: . (' CJ ! r: I '. . I o:J ,.,-.., .,-0... .X ~ ...............---~ --1 27.0 27.0 L_ I I -@\ l,__ L_ l,__m 24,0' i 'X18- (TYP) 1- _____ I. ::..--"C~ c;" l_.___.__._ I L._._.__ I ~ J.. ..J. .m,l t .- -. -:;:.'i. ,-.------ .'-{..'::,1': . - .. ,0 l...u 1__ I In.___ , l. ~ Cj Q" I AMP' ATED FPOT TYP)--, I.. L... 1.._.. I , . l_......_n l,_ _.._ "X18 '. ...... (TYP) I L~ L~ == I I -=:::= @. / , I I , I I I I.. '<'0 ~~~ ~...I~ I ;j~ 12' TYP He " -l-/ . . . ,-I C,J --=1 . . ~~= ~ '~ '= '-= = == , /,:;' .' . 22.8' --~+--- -- :! G"..,s . " -; C':, ;_.; I ).": t c' / ~ I r \ ,,: 1- v . ':'1 " 1 ' 'v. I I; ..."-r:' ~ )~<'1'- =t':vt~:::-t"CI.;0) ~\,., ".' 1- . ::''1'. .>. · 1:1'0;~ <;,j ,,.s:.,~ . i ~; ", Fj" .' " ',.1 ^ -"""Oh- _' ", C:l I 'r,_ -.....< 'ti ',1 . ~:I I I \,1 , ..... ' ! I II l"-:::i /' / ':', :C,',~__,;.J~.rt:.. j; a:l o ~ R,.' ~~ .{;:..; I EXISTING CHillER EQUIPMENT PLANT TO REMAIN 11,228 SQ. FT. F.F. ELEV. 28.0 -.-- ......\ . . STP -I " ~,+ ,-;.,' ":: . ~l!t-I <\ [~ ":~ I ~ , ~)~~ !,(I i' EX. DETENTION POND #1 TO REMAIN ~ TOB 27,5, .--J NP no (SWH) 24,10 DLW 26.5 DHW t~ ) I (. ^ /1:<;C ,/ Joe '/_0'- l- --") ~ c- " ~~ '1: ""'\.' r , / - ~ --- 4.- -:1 ... .~. I j I -- , ,J i / _;.~. -t- .- ~I' ;1 '- j I ., <.:: 1 ~) ",-:;'. -' I t' 4(,. /) ___ c'~ ,_' · i - ".f ~_ _! \- 1+""'1 "".:;.: " " _ " " -;"",>~,~,..=:;om ~S::_~__~_._,,__ ......____......~~~~:..-..-.......-"--,,- "':"';'/"" -,--J; ;:: " SOIL 8 RING 8 ~ al 0---' ~ . u.. u-L- -,~~..,."'. '\):'';---'-~~ -.-. . ,- r ,~ ' ~)~, ~, -. n -1 ,"",,/' r-, .:(; '" ~:( ,"^'C '.' ~, - ~:/ .--I::"~ NEW "NO LEFT TURN &. STOP" SIGN .' t:; -(- E \ L ,c' C'" C.:' F:: - ~ ;J::.I:' , e-'. III 1II!Illl!llll!!,. III =~v 1l_.IIl.IIIIIIIl!IIlIlIIIl_III /; . , 7.< -.. " " , - " .;"' ;-,/~~ ",l,/ '''1''= .~,; ('<'-' ."~ --.. "'I~_~r] " ' E' ~c (:~ - l~)' ,,'-~: " ,t .....'.' T8M"Kf,;Ag;:~~j~~~~~~T-SU COBRT:,:'STREET'C' +' .'. "..' - ":<':('_-'T~'~-," r' \ S:_~~o _/"'"" ::J '~.__:_".,'_ 'IJ' I""-'~'_' / c<-:::.-;..~. /; c,L!':; .. III . 1I!l'. IB! . 11II .. III III f':e, III .. III II! I" .. ..' III! .. g .. III .. III III III III III 1Ii'lII III .. ." III III III III III .. III IB IIllI. . II! 1If/1Il III III Ill, III III . III .. III III III III 15 III III . Ill_III, Ill! _E_ ai,~':'1ll I!Il in '~ III 1Il:1Il III' II!i ~ IB! E '. III III ~ -11II' ~~ 11I,11I III III III III III III . III III II! III III ,.')11I III III lillII'll III II'lI 11II III .~'... III IB! III! II!I III II!I iii III 11II, IlIl III II -:.c.;. ~'~i., IlIl III III III II'lI III . Ill! III II!l ..i'1Il ...;'E : ~~.::::::-\ _ _____, ._ ______ _ _:-:'5__ ._ _____ _ ______ __ _______ _ n_'_'_"_ ,~L.. _. _______ ,_ ,__..,__~..~<;,::.=_:,- --r.-L- _ ,_ _ ~_ _ ~__ _ _ _ ~>':'--4'~c:= _ _ _ _ _ __ _ r~; _ _ __ _ _ - -------;".: ___ - - - ~~ - - -- - - -- - ---)), ., . . ,. ,--'c', -;.', . ~' '" ;::- :::: "1,':.' .J - cr :-: - _u"j- : I , , ") < I c~-:-:-::.::::: I' I I; , I c:lf J~ t='~-.L 'j~-lu..tl. I:'. II I I r '..m~_ I , , I I i +-~~ 1"1'-1 C)~' J) Lll _, II' ~".. L_, ~ : :-.-" 'I ,,- , I ::,,::,1-=' ~ ~ ,c" ~: , () c, , \ 1:-.::, Ii ~~I ~ I c.-~ c(1 l'.. : ('~ "-'-) < i "(:1 /:') I' \ I H I, ':1-1 c, ,:'. -r-- I ,^~ c~~ /, ~ -, I i-Ii ; , I:? I 'I .s: '-.; I~' I" " I ~~:. "" c,; (h .:..'" ,-" ~~ <- -" - l'_1 ~ ~ ffi > < ~-I '<Cr ~ L;~ ~~ ::~ --.1 ::::0. ',~ ~""" ~ r/l < ~ LEGEND f-LLLLLLL f-LLLLLLL NEW BUILDING f-LLLLLLL LLLLLLL ~~%~ ~~ NEW ASPHALT I.......... .......1 NEW CONCRETE Al~ SIGHT VISIBILITY ~j~ TRIANGLE I~ , I I, rl TRAFFIC SIGN SCHEDULE DESCRIPTION M UTeO REF r6 QUANTITY DO NOT ENTER R5-1 1 STOP R1-1 1 NO RIGHT TURN R3-1 1 NO LEFT TURN R3-2 1 NO PARKING 4 FIRE LANE PEDESTRIANS W11A-2 1 CRC~.SWALKS NOTE: Crosswalk lines shall consist of solid white lines that mark the crosswalk. They shall be 12 inches in width, and spaced18" apart. 6 feet wide per MUTeD 2003-Section 3B.17. INTERIOR LAYOUT NOTE: The ground floor layout reference the architectual sheet AI.I by Knovation, Inc & R.R.Simmons (Latest Revision 05-09-06) STRAIGHT CURB 1" TYPE S3 ASPHALT OVER 1,5" TYPE S1 ASPHALT 1/4" PER FT MIN SLOPE EXCEPT AS NOTED COMPACT TO MIN 95% MAX LAB DENSITY 2% 13" L1MEROCK OR CRUSHED CONC BASE F,D,O,T. CERTIFIED MIN LBR 100 AND COMPACTED TO MIN 98% T -180 PROCTOR ON SITEPARKING & DRIVEWAY SECTION 12" SUBBASE COMPACTED TO MIN 98% T-180 PROCTOR I~ .T,S SURVEY DATUM NGVD 1929 SCALE: 111=20' ~ 10 20 40 o 20 DEVELOPER u Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727-467-6583 fax: 727-445-7277 fl bll desi 9 ners@scientology.net ENGINEER OF RECORD . U C\I Z !::C\I co <Xl Cl -"'~! ~ U);2r::-~ ?is W01(\J~ :;i; t'- t:.~ w OCt::wt:. \/1 -1tlt5~ ~ >~:ru..Ez.J ~zQ, ~ ~~ Wz 'O::i \/1 S @~"et:: U)~ .Sl ~ ~ 1-15 ~ ~~ ^'~ ai 1k!W LLo<( -'" <(w Ou- '(6 z~ ACl COE:5:r: Yo.w ,~aJ o..~ D.~t;~ \/13: ~~~...J ~ ~E~~ v#wl-w ~ uCl)~ ..J-'~~ ~ u-oit 0: ~ NijS 8 LI'>...J W 0 <3 ~ U) CJi U) tJ ~ ~ rl >>J W. ~ . 00 n. ~ ~ . ::J cr J: (/) W en Oil ffJ :;) W 0': o g~ 0:: '" C9 .@it J: ~::J J: a:<( lu ~ z fiJ z :r: W ~ ~ ~ 0- :z ::J Date issued: Project Number: Designed by: Revised by: Drown by: 07/07/06 06-14 KR AZ Revisions: Description MINOR REVISIONS MINOR REVISIONS CITY COMMENTS Date 07/07/06 07/11/06 08/04/06 D PRELIMINARY SET ~ PERMITTING SET D CONSTRUCTION SET SEe / TWP / RGE 16 - 298 - 15E PINELLAS COUNTY Permit No, CITY CASE No. FLS2006-04024 CITY 0,0, FLS 02-03-26 CITY UTI L1TI ES BCP2003-08679 SWFWMD 44022985,001 DEP CS52-0032571-053 DOH 0125966-190-DSGP Project Name PARKING GARAGE Project Address 645 FRANKLIN STREET CLEARWATER, FLORIDA 33756 Drawing Title PROPOSED MINOR CIVIL SITE PLAN REVISIONS BASED ON D.O. JULY, 2002 Drawing Number CO.1 .... .... ..... ..... ..... .... ..... .... ..... .... -"'" .. .. .... .... ..... .... ..... ..... .... .... .... """ ~ ..... ...... " l... .... .... _ _____ "--,: :.__' J.~.'. ..n.____u__.__ -- - --- ----- .. .. .. .. _ BIll BIll _ BIll .. " C u~' ~, ',' =- ;',:'",.". -::- =. , ....-----..........--------~-----------------------..--.._BIlI_BIlImBlllBIlI_____.............._..______.._.._____..__________~___..__~ .... .... .... ..... ------.---- - ---'---.._,--_:..=:-~.~=~~~=::"~--;-;--:--~~:= .--.-...--.-.-...-..."- - --.________u...________ _ _ _.___ ';'; T' ~' , .::.~' r::- ,~_~".:::. /_' '" BIlII_ BIll - -'BIll .. .. BIlII_ BIll Ell .. .. .. .. _ _ _ .. BIll .. .. _ _ .. _ .. .. _ _ .. -..._ .. I!lIlI _ _ _ _ _ _~ _ .. III!l _ _ .. .. .. .. .. .. .. .. _ .. .. _ _ _ _ .. BIll .. _ _ .. .. __ _ _ .. .. .. .. .. .. Em! .. ~ ~ " ~ EX. 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' ';;: - IIlIIIlI - - _ _ .... _ _ _ ~ _'::'- ,,_ .. r" _ ~__C / _ I l -" -~ - I - - -- - r" - - -- _ _ _ ~ s- -.... 0 CJ -...;; --=---~- --.-~~~--'.-~--~ - - -"--~~- -~ - " -n' -~ - _" _ - .......... --r--:> _~.. --.=-7=.. -="I'IlIlIIIIlII!_~_- -:-1IIlIlII__ ~-JDii'- -- -- ~~,-,~,~- ~- -- -_ __ __ --1IlIIIIlIl ->~~"'c~,,-~.\--------:--~___=:: _~~ " , --:-----:--- ',' -:-~~~--- -~~ :---==1--~- ---~------=--. ----=--:--~--- -- ': :-- -'_:---~ ~-" ~ - -- -,: -- -,- -- ~., ......... ~.;::- - ~... ,-,; -_~. h;':"'''''''( .~ -, '- 4'5/,',,,>C:::~"" " .. , ---.-_.._... . _', .. / ;CC-:..;.. , _' ,_ n_ " ---0-' '0,',:,.0 ''''''''';~~'' /::,;;cp~~ ' '> "0 NEW STORM SEWER STRUCTURE TABLE NO, STRUCTURE TYPE TOP. ELEV. INV, ELEV. @ @ @ @ @ @ @ @ @ LEFT HAND WING CURB INLET PER CITY INDEX 21001 DOUBLE WING CURB INLET PER CITY INDEX 21001 DOUBLE WING CURB INLET PER CITY INDEX 21001 THROAT 26.5 THROAT 26.6 THROAT 26,6 23.00 22,59 - IIIllI FES PER F,D,O.T, INDEX 270 N/A 22.0 21.52 21,00 21.64 S 19,89 NW 16.88 16.68 NOT IN ROJECT 8" PVC CONTROL STRUCTURE 26.0 16,3:f: RCP 0.42 ~ ~ ~ ~ ~ , @ NEW STORM M,H, CITY INDEX 20201 NEW STORM M,H, CITY INDEX 20201 27.60 26.50 A3 EX. 18" CH1LLED & ~ 10" HOT WATER" SUPPL Y & RETURN TO REMAIN . SiLT BARRiCR- (SEE DETAIL) ~ D NEW VALLEY INLET TYPE VB PER CITY INDEX 22102 N/A (EXISTING CONNECTION) 24.47 N/A DELETE PROPOSED AREA OF CENTRAL COMMISSARY & LAUNDRY. o ~ *INCREASE EAST SETBACK FROM 10' TO 21'. * INCREASE NORTH SETBACK FROM 8' TO 13.1' ,I, ,--..,~::: -~ --- ---'-~c'-'----'--c_..___.__.__.__.._,______._ STORM SEWER PIPES SCHEDULE - . -;,.t~ '''''1 '''1 II'[C~Y'" ;.' F ~,/ /,-~ __ IIlI1III IIlIllll _ Ill!IIIi IlIB IlIB Ill!IIIi ElIIIl IllIl!!I IllIl!!I _ _ IIlIlIlI _' I ~j.~ ~j_"_'__"- _ _ -... _ _ ..Ie 27 7 q,\ '" '-'i'., ~,'/ e,', I 1,,=., ^ -, .- I _t ,,': ... '" '" . ..'~ 1;:;. ~"'_:C . " , LINE LENGTH (FT) SIZE (IN) TYPE SLOPE % @-@ @-@ @-@ @-@ @-@ @-@ 98 24 RCP 0.42 RCP 0.84 ~ I t I // '/ c:;' _ ~~_ c<L~ t, ~~,,;~, """,~; ~~ ":~; :~1;"'~ _ ' , ....-.., A .. r _ -...'",' :;~"...- - -~_.__u_._____.._._.~ ____U_'_^ , "'---2 *TWO WAY ACCESS TO BE MODIFIED TO ONE WA Y EXIT ONL Y (1) 140 24 RCP 0,50 RCP 0.50 8.0 57 24 RCP 0,50 EX. STORM SEWER STRUCTURES . 24 24 197 24 40 24 NO, TOP EL, INV, EL. ST5 26,08 15,75 S13 SW 20.40 26.44 E 15.52 W 15.46 PIPE SIZE 12' WIDTH & itf ,1 I I H. I V: SILT BARRIER I : (SEE DETAIL) I I : I ~ I JECr I: I DARY 1 ~I : I ------J ~ I ~n ::;)'::"~I: I : I I : I I : I . m .......'E-:~_.....:"iJL I 27.2 ...'.. "Oc",:, ,.'.s ~-i-* ,. i I ,='C=,,=,..c, "",'" -.... . ....,.,~"=...,."-..-.." ~ I ~.- . I . i I I I i I . .... _. _ ... _ _ l:l~,?- 1_27. 6.0 b L1TORAL SHELF T.o.w. 26.5 36" RCP 18" CLAY 36" CLAY 36" CLAY 0.0 ,-__.'.".. _ _ ___ __._'.._,u._.~___ ~.._._-- - 2.0 3,75 7' *NEW STORMWA TER \.!) VAULT LOCA TION B .....J 24.0 *DECREASE FOOTPRINT AREA TO 49,722 S.F. AND INCREASE PARKING SPACES TO 581. 74' - - STORMWATER VAULT UNDER SLAB *TO BE RELOCATED N '<t ROOF DRAIN (TYP) 23.75 .~ ~ - -- - - - - - - - - 20,0 . A 14,0 [XISTlNG DE TEN nON POND TOB 26.5 NP 22. 0 (SHW) I" ,,' NEW 4" CO~.PAD 3400 psi W 4x4- W1.4xWl,4 WF . . ,..' ;:" <- - .. .'~ 22. 23.75 .. ......._-......_.._----_.~..._....-..__......--..__.................--..--......-- -- -- -- -- -- --~.j,'} ~APPED IRON ROD SET "ION = 26,25 FEET N~ VALLEY GUTTER CURB COD T ~ ~ .:_> I.j "-- T EET ;:- ~ -C ~ ~ 2 I ~ ~9 ~~ 'b~ I::r:O . r< I;~ ~~ d~ ::c:>< UH :: ~ I~~ ><IZJ ~ & I ~! (/)1 < I I~~ (! I 12' J ..uL..u._ I . PROJECT BOUNDARY I 1 '! MAINTENANCE I ACCESS Pi SURVEY DATUM NGVO 1929 SCALE: 1"=20' 20 o 10 20 40 PARKING STRUCTURE 542 PARKING SPACES F.F. ELEV. 28.0 53)230 SQ. FT. NEW 5" CO~,DRIVE 3400 psi W 6x6- Wl.4xWl.4 WF EJ= 1/2" PRfFORMtD (XPANS/ON JOINT MATER/N.. CJ=I 114" DEE? CONTROL JOINT cut OR SCORED. 27.95+ DEVELOPER u Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727-467-6583 fax: 727-445-7277 fl bll d esig ners@scientology.net ENGINEER OF RECORD . o N cO Z /'-N ::l ~ CX) O'::J c6n~~ ~ ~~ 0 W~~~ ~ ~ ' ~. r-- t:.. N W <, ",(0 f(J O ~ UJ t:.. 1I1 ,J",,' :,cg u W z ~,' lI1,' ,'.,", t, ,sa, e,', ' ''', 'M~, - OJ 0 w, . ". - (l') > :::;; J J ',:. 1", "ij'''",,'''' w ~J:L.c.,E :Z"'<l:,,J ",( ,'Xl <Il IVIZ ll. "'B' P,W". ',," ," .. ~ LL. - -;:-~:. 0' 'c)' 1:1\ - '-' \ IL1 0:: , W ~J,l;'~ ';:; V1.' , .~o ~ F:'i.(7'~'~,~0::\' ~,' -" '. ',fL. ~~'cr Mf:J:t:;::,"t: '~ loO ~ ~ w' t~~::::~:i I~'~~' ~,"'.~:~fiJ ;,..,~,.~~l~~.i!13 t? ,~lJ, ,,J: ::i)'J~.~\ ; . ~,:IIoL;i,,' <", ~ ',,\J ~ <,w 0 ~ CI;, .0,' I.Y .' ',1':\" J' -;.:....: or- ~.Io: 12' {!l k ..,' ~"',Ii." ....~ ZJ::: " C? )... ~ ~,'v;: ~ ~ ". [).J;::f'>" '. ',1::- e::: <:. '" <(..(f) - .{n ,.. . r tJ 0 ,: .... 0 ~" .t -- · . . .. · . _.~ s: f~i """' G::~ fit ~;:: ~>!. ...r'~. .... 0>' ',;'. ""'~2Cl''!,''",'J' rJl',u, .,,\ z,"~/:, (I) W ~ UJ\~,',',,f ,0 I I I '~t I 1 , ' Z .,!!) . U Ll.I I-~"t. Vl "W -' ...J ~ [5 ~:.. ~ ' ~ ~ ~ ~~ 8 ~ LO...J - W <.> Date issued: Project Number: Designed by: Revised by: Drown by: 07/07/06 06-14 KR AZ Revisions: Dote Description MINOR REVISIONS MINOR REVISIONS CITY COMMENTS o PRELIMINARY SET o PERMITIING SET ~ CONSTRUCTION SET SEC / TWP / RGE 16 - 298 - 15E PINELLAS COUNTY Permit No, CITY CASE No. CITY 0,0, CITY UTILITIES SWFWM D DEP DOH FLS2006-04024 FLS 02-03-26 BCP2003-08679 44022985.001 CS52-0032571-053 0125966-190- DSGP Project Nome ff PARKING GARAGE Project Address 645 FRANKLIN STREET CLEARWATER, FLORIDA 33756 Drawing Title MINOR REVISIONS TO APPROVED CIVIL/DRAINAGE SITE PLAN JULY, 2002 Drawing Number co.o (\J o o N (\J C"1 cO o lli -- (\J ..-1 ...... :::> J ..... c... u.. en x "C c... OJ > o u .....- 0'1 o (\J o .....- (\J o o (\J .....- l/l ..... U OJ .--. o c... a. .....- l/l en c: ...... X <tl c... o .....- 0.: GENE~AL NOTES AND SPECIFICATIONS 1. ALL DE~IGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THECllY OF CLEARWATER, FLORIDA D,O.T. AND SWFWMD STANDARDS, SPECIFlfTIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERllCAt DATUM, 1929. 3. THE CONTRACTOR SHALL NOTIFY ALL UTlLllY COMPANIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL "CALL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS AND A ~AXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION, I 4. ALL UNQERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND WEARING SURFACE ARE CONSTRUCTED, LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF THE PLAt.L ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE APPROV~D BY THE ENGINEER BEFORE INSTALLATION. 5. IT IS THE RESPONSIBIUlY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANS- PORT OFt SEDIMENT TO SURFACE DRAINS AND TO DITCHES OFFSITE DURING CONSTRUCTION. SEE EROSION AND SILTATION CONTROL NOTES FpR ADDITIONAL INFORMATION. 6. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE- MENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. , 7. EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 8. PAVEMENT IN THE PROPERlY SHALL CONSIST OF 1-1/2" ASPHALT lYPE S-3 COMPACJFD TO MIN. 95% THEORETICAL MAX. DENSllY, ON 6" L1MEROCK BASE LBR 100 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSllY, ON 12" SUB-BASE LBR 40 AND ~OMPACTED TO MIN. 98% OF MAXIMUM DENSllY PER MSHTO T -180. 9. PAVEMENT IN CllY R.O.W. SHALL CONSIST OF 2" ASPHALT lYPE S-l COMPACTED TO MIN. 95~ THEORETICAL MAX. DENSllY ON 8" L1MEROCK BASE LBR 100 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSllY, ON 12" SUB-BASE STABILIZED TO 40 L~R AND COMPACTED TO MIN. 98% OF MAXIMUM DENSllY PER MSHTO T -180. 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL pRECAUTIONS MAY BE REQUIRED IN THE VICINllY OF POWER UNES AND OTHER UTILITIES. 11, ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS OTHERWliE NOTED. 12. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR ORIGINAL OR BETTER CONDITION. 13. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTI LIlY CONNECTION POINTS PRIOR TO THE START OF CONSTRUC- TION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND. 14. NEW WAT~R MAINS 4" AND LARGER SHALL BE DIP AND CONFORM TO AWWA C-900 STANDARDS, UNLESS OTHERWISE NOTED. NEW WATER MAINS I SMALLER ITHAN 4" DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM 02241 AND 01784, UNLESS OTHERWISE NOTED. ALL GATE VALVES TO BE RESILIENT SEAT. ALL WATER SYSTEM MODIFICATIONS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CllY OF CLEARWAlER WATER SYSTEM STANDARDS AND SPECIFICATIONS. I 15. REINFORC~D CONCRETE PIPE IN THE PROPERlY SHALL CONFORM TO THE ~EQUIREMENTS OF ASTM C-76, CLASS III, WALL "B" UNLESS rHERWISE NOTED. 16. ADJUSTMENTS OF EXISTING INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRAC10R'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER or ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. I 17. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATE~lINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EM~NKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDA~CE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, I LATEST EDITION. 18. UNLESS NOTED OTHERWISE IN PlANS, SANITARY SEWER PIPES SHALL CONSIST OF POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM 0-3034 AND 0-1784. THE PIPE SHALL BE SDR-35. JOINTS SHALL BE BELL AND SPIGOT AS PER ASTM 0-3212, USING FACTORY INSTALLED FLEXIBLE ELASOMETRIC SEALS AS PER ASTM F -477. 19. THE CON1RACTOR SHALL BE RESPONSIBLE FOR TESTING ALL SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF THE CllY OF CLEARWATER AND PINELLAS COUNlY PUBLIC HEALTH UNIT, CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER AND PINELLAS COUNlY PUBLIC HEALTH UNIT AND THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. 20. THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, AT THE COMPLETION OF CONSTRUCTION SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR, THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS AND INVERTS. LOCATIONS OF ALL NEW UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE T'NO COPIES OF" THE CERTIFIED RECORD SURVEY TO THE ENGINEER. THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION THAT REQUIRE CERTIFICATION. 21. IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH COPIES OF" TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSllY, L1MEROCK BASE LBR, THICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION. 22. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE SURFACE TOPSOIL TO STOCKPILES FOR REUSE. EXISTING ASPHALT PAVEMENT SHALL BE STRIPPED AND REMOVED FROM THE SITE FOR RECYCLING. EXISTING lIMEROCK/SHELL SHALL BE REMOVED TO STOCKPILES FOR REUSE. 23. AFTER STRIPPING AND ROUGH GRADING THE SITE, THE EXPOSED NEAR-SURFACE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM, SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 98% OF MODIFIED PROCTOR, MAXIMUM DRY DENSITY (ASTM D-1557). 24. ALL SODDI~G, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTI~IZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAJNING THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING. I 25. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAfElY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY S1ANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING ALL SUBS~QUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED ~Y THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY ~DLES). I 25, ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPE(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900. 27. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UITllIlY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBllIlY OF THE PLUMBING CONTRACTOR, ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 28. ALL SITE/CIVIL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 29. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER BEFORE INSTALLATION, 30. ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR. 31, SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. CONSTRUCTION IN FLORIDA D.O.T. R.O.W. NOTES 1. DRIVEWAY TO BE CONSTRUCTED TO F.D.O.T. INDEX # 515. 2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO F.D.O.T. INDEX # 104 AND 10:5. 3. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. 4. ALL PROPOSED WORK SHALL ALSO COMPLY WITH CllY OF CLEARWATER DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5. SIGNS AND BARRICADES TO BE ACCORDING TO F,D.O.T. MANUAL OF SAFE PRACTICES; REFERENCE F,D.O.T. INDEXES 600 AND 623 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. 6. MAINTENANCE or TRAFFIC AND PEDESTRIAN SAFETY SHALL COMPLY WITH INDEX 623 AND BE APPROVED BY FLORIDA DOT PINELLAS MAINTENANCE OFFICE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. 8. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS. 9. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 10. DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM DENSllY, RESTORED TO ORIGINAL CONDITIONS AND SODDED. 11. CONSTRUCT NEW CURB PER FOOT INDEX 300. SUf.'r:ACE WATER SYSTEM REQUIREMENTS DRJHNAGE NOTES 1. THE RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CON- STRUCTION, WITH ALL STORM! WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, FINE GRADE THE FINAL T'NO (2) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AS SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 2. THE RETENTION AREA SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTllY IN PARTS OFF SITE. 3. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON- SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE- MOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PERCOLATION OF THE STORM WATER. UNDERDRAIN AND FILTER MEDIUM SPECIFICATIONS 1. THE FILTER SAND SHALL BE HARMON BROTHERS 20/55. OR APPROVED EQUAL, APPROVED BY THE ENGINEER, AND MEET CURRENT SWFWMD AND D.E.P. RULES. THE FILTER SAND MUST BE WASHED (LESS THAN ONE PERCENT SILT, CLAY, AND ORGANIC MATTER) AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMllY COEFFICIENT OF 1.5 OR GREATER, AND A PERMEABllIlY RATE OF 0.046 CM/SEC (0.09 FT/MIN) OR GREATER. IF THE PERMEABllIlY RATE OF THE FILTER SAND IS LESS THAN 0.046 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE RE- QUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED PRIOR TO PURCHASE AND/OR DELIVERY TO THE JOB SITE. 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM 0 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMETER PERFORATIONS PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. 5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED LABORA- TORY ON GRADUATION AND PERMEABllIlY SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. IRRIGA TION NOTES [CO NT) THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINllY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ENGINEER AND OWNER) OF THE ENTIRE PROJECT AREA INClIUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED, RUSTING, CHIPPED" SPLINTERED, OF A TEXTURE NOT MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THAT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR W ILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA liS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBllIlY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AN D/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGE AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENTS ASSUME NO RESPONSIBILllY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: 3. SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREA MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANlY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING RETENTION AREA SHALL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPiLES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAl. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL AN UNSTABllIZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION LANDSCAPE NOTES 1. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE #1 OR BETTER, SELECTED FROM CITY OF CLEARWATER APPROVED SPECIES LIST. IT WILL BE THE CONTRACTOR'S RESPONSIBILllY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERViCES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY THE ENGINEER AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL WORK AT THE CONVENiENCE OF THE SCHOOL SO AS NOT TO DISRUPT CLASSES AND iNCONVENIENCE STAFF. IT IS THE CONTRACTOR'S RESPONSIBllIlY TO SCHEDULE WORK PROCEDURES THAT ARE NOISY, CREATE ODORIFEROUS FUMES, OR PRODUCE A CONDITION THAT WILL BE DISRUPTIVE AT A TIME WHEN CLASSES ARE NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING(S). THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SCHOOL SCHEDULE OF DAILY CLASSES, BREAKS BElWEEN SESSIONS AND HOLIDAYS, AND USE THAT AS A GUIDELINE FOR PLANNING DISRUPTIVE WORK PROCEDURES. 2. REQUIRED SHADE TREES SHALL BE A MINIMUM OF 12' HIGH, 4" CALIPER AT THE TIME OF PLANTING. TO PROMOTE DIVERSllY, AT LEAST 2 DIFFE:RENT SPECIES SHALL BE UTILIZED. 3. REQUIRED ACCENT TREES SHALL BE A MINIMUM OF 8' HIGH 2" CALIPER AT THE TIME OF PLANTING. ' 4. REQUIRED HEDGES IN THE PERIMETER BUFFER SHALL BE A MINIMUM OF 18-24" HIGH AT THE TIME OF PLANTING. PLACED AT 3' O.C., AND MAINTAINED AT 36" IN HEIGHT. 5. INTERIOR SHRUBS SHALL BE A MINIMUM OF 14-24" HIGH, PLANTED AT 30" O.C., WITH A 3 GALLON MINIMUM. 6. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. 7. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER. WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPING MATERIAL SHOULD REMAIN AS GREENSPACE. 8. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPED TO EACH INDIVIDUAL PLANTER ISLAND, AND IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB.* SHALLOW WELLS. OPEN SURFACE WATER BODIES. OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. * ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. 9. TREES PLANTED UNDER OVERHEAD OBSTRUCTIONS (i.e. POWER LINES) MUST BE CHOSEN FROM A SPECIES ON THE CITY OF CLEARWATER APPROVED SPECIES LIST THAT IS COMPATIBLE WITH THE SPATIAL/HEIGHT RESTRICTION. 10. PROTECTIVE BARRIERS SHALL BE PLACED AROUND ALL PROTECTED TREES PRIOR TO CONSTI~UCTION ACTIVITIES AND SHALL REMAIN IN PLACE DURING CONSTRUCTION. THEY SHALL BE NO LESS THAN REQUIREMENTS STATED IN SECTION 3-1205E OF THE CLEARWATER COMMUNllY DEVELOPMENT CODE. NOTES TO THE CONTRACTOR 1. NEW WATER MAIINS AFTER COMPLETION OF INSTALU\TION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP- LING OF NEW WATER MAINS SHALL CONFORM WITH COUNlY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE Pu\CED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED ANOl A RELEASE FROM COUNlY PUBLIC HEALTH UNIT HAS BEEN ISSUED. 2. IRRIGATION NOTE: IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPE TO EACH INDIVIDUAL Pu\NTER ISU\ND. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECU\IMED WATER SHALL BE USED (UNLESS UNAVAIu\BLE) AS A SOURCE OF IRRIGATION WATER. 100 % COVERAGE MUST BE PROVIDED. AN IRRIGATION Pu\N SHALL BE SUBMITTED IN ORDER TO AVOID DEu\YS AT THE TIME OF THE CER- TIFICATE OF OCCUPANCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM BE INSTALLED. 3. TREE BARRICADES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION, ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATIONS. AS PROVIDED BY THE CllY OF CLEARWATER COMMUNllY DEVELOPMENT CODE. 4. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF U\WS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS U\W. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. ' 5. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN Pu\CE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILllY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING TH,~T MAY OCCUR DUE TO HIS WORK SHALL BE THE SOLE RESPONSIBILllY OF THE CONTRACTOR TO REPAIR. 6. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. TREE PROTECTION AND PRESERVATION NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIPLlNE OF PINE TREES AND 2/3 THE CANOPY DRIPLlNE OF HARDWOOD TREES TO BE SAVED. IRRIGA TION NOTES THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRIGATION SYSTEM TO COVEr~ 100% OF ALL ON SITE PLANTING AREAS. THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANI1FACTURED BY RAIN BIRD OR APPROVED EQUAL. .~ z ~~ 2 00 ... ''t .. ~\J ... ~z ~ ~- o -~ ---'" ec M'^ z b~ .c( ..- ~ )(~ ... ~@ . c>Z ~u .. ~~ .. ..~ ~ ... ;z ~ ~.:J ~ -- t-...( % M~ o b. ~ III - > Z III ... tij .. b\) 11III .. . 11\ 11\ t-. M M \J Z - ~ ~~ .c( ~- ~ t;~ Q a~ zz.. .. .c( 8i .. .. t- w.. . ~~ ~~ .... o~ ~v NES Comm.: 0209 I Drawn By: A.G.G. I I Checked By: K.H.R. I Issue Date: 02122/02 Revisions: No. Date Descri tion 1 07 13 02 DRC COMME TS o DESIGN/DEVELOPMENT o PERMITTING & BIDDING DCONSTRUCTION DOCUMENTS (J) Z o - I- <( o - u. ... o W 0- t/) W I- ~ U) ...I - > -- (.) ~tn :::i::::J -lk: ~I- LLcn W::::J ~O ~~ W..J UJw ...JQ:: ~?;; CO 1-'-' It) 20 r... W..J M ~O M WI- ~ ~Z - ~ !:!:! .... ~ OOW..J :::> tJ) W u.. ~ 0:::... L&. LL I- ~ ~ 0 ~~ C):t~~ ~ 0 5~ ~~()c( ~:C~~ o..O~O 1.2 CCl Q Of~vV OHW OHW 6 6 .. z ~~ Cl::: Cl::: J "-j :::.:! S! 00 ~ ~ .... op"! .. ~\J ()) "- .... 'lItZ ()) ~ ~- \Q '" 0 -~ x & to-~ 1'40 Z bz <C( ..- ti} ~ )(~ .... <C(@ .... . ~::c ~v .. tOW <I ~ MI- .'^ -=- I- ",Ia Z ...Z co ~ ..... 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CO~'RDINATE w/ POWER AND UTlLlTi COMPANIES, [!] LO TE EXISTING WATER SERVICE, MARK LOCATON AN PROTECT FOR RE-USE AS IRRIGATION. III RE,OVE EXISTING CONCRETE PAD. m RE~OVE EXISTING BUILDING. lIJ REiOVE EXISTING GRAVEL BASE, [Q] RE OVE & REPLACE EX. CONCRETE SIDEWALK. [!] ROVE EXISTING FENCE, fi1] ~ RE~OVE SIGN. ~ RE~OVE EXISTING IRRIGATION SYSTEM. [ill RE~OVE EXISTING DRIVEWAY & C~CRETE CURB. ~ RErOVE EXISTING FLAG POLE. [!2J REfv10VE EXISTING CLEAN OUT. ~ R~OVE TELEPHONE PEDESTAL & WIRING. ~ R~OVE lWO BOLlARDS. , ~ RE~OVE ANTENNA BASE. [!] REt-40VE EXISTING SANITARY MANHOLE ANp SERVICE LATERAL. ~ LO~ATE EX. SANITARY SERVICE FOR RE-USE WITH NEW COMMISSARY & LAUNDRY. ~ R~OVE EX. INLET AND STORM PIPING. ~ RjOVE CONCRETE CURB, X R~MOVE AND/OR RELOCATE TREE. 2412 T1GN FROM TREE INVENTORY. - - I 1ll,J ?; -.J p:: i:':! ~ Wj o I 2fU~6 x /7.16 272 ~ )< x 27.3Jx I") '" r--: '" /- '26. ~6 , ~,)~"~", ~I t-c.; ;/ - "'. 2J.58 xC\;, . , ., 'j!- tI,) I I · ~ wj I I ~ I .. 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DEMOLITION NOTES ~ '" I C1l :s '0 DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UnllTi LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS. ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. .--. .--. llJ c.. C1J > o - en o C\J o - C\J o o C\J - r.Il .... U Q) '... o c.. a. - r.Il 0'1 c: '..... :s llJ c3 - 0..: ALL CAVITi & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGNS, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO MIN 95% OF MAX DENSITi. OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D,E.P. AND CITi OF CLEARWATER. CONCRETE ,\$PH. & BASE l LLLLLLI BUILDING C2"': 1 \ ,..' /i.," . "'. ~ 20 0 10 40 . '.1 (\J C> C> (\J C> 'O;;T U:i C"1 oi::i .... (\J .... ...... :::J J .~ ,- I LL 0, :k '0 ...... ...... It) L OJ > o - 0) C> (\J C> - (\J C> C> C\J - U'l ...J U Qj .,....., o L O. - U'l OJ c: ..., :k ro 6 - z <( ..J fl. W I- ..... [ en }) .J ~ ~ ~ > (.)1 (.) ..... (.) 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L. 1 I I L.l_l_ I ~~ P~N~. r~1:~~~ .~;y,.~,. ~~~'~ '" I I I I .. -~n. ., . flit BORING .1 I I 1 ~ ~ t' ".~'~;:~~;<I'~ '~f{~ " ' ".' ;'f~'~;; :,.~' ;,)"",,' 'J.IU , ~ " ""'''.''1'1' ; 'i-;, ' , ","',^'.',"', P'In I,' ".;ili':~.l,\l'if1Jflii"'\'.. _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~. ",:j:, "'. ":~.J"" ',' '''''J 1"1)''',,. ~ oI1't""':' r' .., C1 -..J " ." "I";' ,.'" .~ ,>. 1> (.) '. ,.'" .." '" '. ". " :\;:.<~:,!~:~':~:, <~~ ',' ,II' ;\ I' ..0,,-.. ''''''." " " i11~i~f~\'~ ~ ~ 11 I :J : J~ <~:~~J;t\}'''~l', \;i~i~: 10".... ~. 1,2:V-o... WAll WITH CEpRNOTRp^OLSEEONENREGWY SPLLO^GN.T i' ~I' ;J(l~:n~r~I;~:' [3cIi I ~ NEW /' -42"H HANDfWL APPROVED BY CITY DEVnOPMENT ORDER ._ ! 'ni"M,\I~i~' DETENTION ISSUro 17 APRIL 2002. 1 i ..',ii', ';"~h''..''\'''i''li'''\';''.\-~''\/';''':--i p,,,,un '.~ "';1',\~,'\,;:"~,,,, ~:'/": ..t)~',~~::\;~:,~~ VIYU 1 1 228 SQ FT h 1-""""" '.;':\~)':,,;\'.~If,!\j~~.;~,;{Jv OJ F F' E EV . 8 . ~ ~ ~" ;;.i'~.\"t;~,'"'r;.;,t,;.!I';J~:"'tf,;~:..:,'... (0 .. . L' . 2 ,0 I I "" ~;~~~~~~?~~:I \' !'d~.~ ;," SOIL ~B._05R.r~ h I C1 ~ ;, '. ':""'~"'{I\ 'iI' ~ /' 1> r ~ ;d~~'f'A.;~,,' - L "" v, ...-.. ~ 17,5" 4.5" . I /- - _ _;" 'SifJ; t'-"'~~'fi:1i; 1 _ _\ :1_ _ !!fO _ _ ~91. _ _ _ _ _ _ _ _ _ _ _ _ _ _ j : S 89'59'07) W . \ '--fl{I~~GLE 437. 75' <! I LJ EX 2" CL 5 ~~j>-r--1Ylj>--6It1'--tP\j' c3>l~:l'.s_ v~S__IiAS__ G~SAS- GAS, -,' GA,S - GAS- GAS- GAS- GAS-, Cj('S- GAS- GAS_ GA,S~,' 2A,}.,"- GAS"_,, GAS-. G,A,S- GAS-, GAS- GAS- GAS- GAS- GAf.~ GAS- GAS- G?~- GAS_. 0,'S".-..,."., , .GAS,-", "GIIS,,-. GAS- GAS1-",, . GAS- GAS- Gllq GAS----I \ " , 'J,~~", "',,",' '" J~,' ~CONl: rli.. ~' ...V.$' . .l'iJ.,IS"SIGN . ... n,~. ....WJ. .. . .. . '''''' ..\.J ~.... ". . .. ... . W.J!1 . . .1 I ._~u ," CIW. . ."',,- .... ~ .. -OHW L':\~. .~ ."... 244rA"f'" .. .. . "", / J.~\ 11. . .. .c.O~_.. "- ~~~ - - ...- - - _1 PARKING /JETER ~ I 2 ' CONCRETE '''F'' CURB -- flvLu ------___________?~--------------------__ .. ~ NEW VALLEY CIITTD< CUR - - - - - - - - ';/";r.-6":' ;';';-L';,- - - - - - - - -;; -;,;; :YD:N"'; _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -1_ _ _ ~ '--- LIGHT POLE & GUY 1; -, -. -, -, -. -, -, ~ Q JJR I fl,C;;:_~~~7. ~~~ :~~: -~~:~ - , -SIRE E t, -, -, -, -, -, -, -, -, -, -, -, -, -, -, -, _, _, _, _, _, _, _, _, _, _, _, _, _, _, _, _, L!~cl~t _, _. _, _, _, _. J, _ ,~1~ -. .. ---.. --. -.---. .. .~..--.. . ~--. -- .~..... ..C(NTfRLI!.f .. _____. '. .____ _ ~__ _ _~: __ _ __.._ _ _.._-._. _ ___._ _ ~_ _ _ _ .. __ _ __~ _ . . _ SANITARY J; NlA,Y~9L[ " 7-7/4"C I / ./ ./ I CROJECT I. BOUNDARY [~:r ~ r/J, <C ~ CONCRUEI RAMP (---='~5' cONifjr;cuR8 i V-Wn srOPS I NO I PN?KlNG ~ -fi~ DESCRIPTION MUTCO REF r' QUANTITY DO NO ENTER R5-1 2 STOP R1-1 ,'3 TWO WAY TRAFFIC W6-,'3 1 YIELD R1-2 1 NO PARKING R8-30 4 PEDESTRIANS W11A-2 1 EXISTING SANITARY MANHOLES No, DESCRIPTION ELEVATION ( FEET) SA 1 RIM 26.28 S INV 12" CLAY 17.74' E INV 12" CLAY 17.55' W INV 12" CLAY 17,66' SA2 RIM 26,72' E INV 12" CLAY 16.90' W INV 12" CLAY 17.02' SA4 RIM 26.52' N INV 12" CLAY 18.62' S INV 12" CLAY 18.78' E INV 10" CLAY 18.90' W INV 10" CU 9.64' No, DESCRIPTION ELEVATION (FEET) SA6 RIM 27,11' N INV 10" CLAY 21.05' S INV 10" CLAY 21.03' E INV 10" CLAY 21.03' W INV 10" CLAY 21.01' X REMOVE AND/OR RELOCATE TREE. 2412 TAGH FROM TREE INVENTORY. ROW NOTE: ALL EXTRANEOUS ITEMS IN THE RIGHT-OF-WAY SHALL BE CLEANED UP, SUCH AS UNNEEDED GUY WIRES, ETC. 20 t::: ~ CJ t:::l .~ 6 6 Q: Q: ::::! ::::! ~ ~ z ~~ g 00 .. O)u ~ ~~ .. ~z ~ ~- o -" A. .... fA. Vi ". V\ z 1::~ .. ..- tt )(~ .. ~e . 0.:1: ~v ;( ~e ... lid Z ;z III ~.=.i ~ ~~ Z ".~ 01::1 ~ ." - > Z ill 0 M . 0. ""11\ U I:~ Z :;)M _ V\M % .... Z IMo .JII IM_ J ~~ ~ ~O Q o~ Z Zli ~ <1M .... ....... l!.I< . ?: ~ ... ... u" ~ ..< z;. o~ v ~u ... tii .. PROJECT BOUNDARY ~ Q' ~ Q: ltj sa ~ Q Q "Z es Q lJj <: --- -.j >-. ~ I Ll.. a I f-... ::r:: (:) --- Cl::: NES Comm.: 0209 I Drawn By: A.G.G I Checked By: K.H.R. , a ~ I l...J ~ -..j ~ I--. f d I / / o DESIGN/DEVELOPMENT ~ PERMITTING & BIDDING DCONSTRUCTION DOCUMENTS ~... _0 ..J::>> -et:: ~... 1.1.(1) w::>> 20 >- ~~ W-I CJ)w -'0:: ~>- I-(!) CO zo It) w-' ~ ~o M WI- <( ~z e ~Y:!...~ uowg ::>>(/)WLL n:: LL 0:: .. t)o~ffi C):t~~ ZO:J~ -o.:o~ ~=>OL5 <C:C~...J Q.O~o C3.1 o 10 40 _______u__ ~~-'------- E W STORM SEWER STRUCTURE TABL NO. STRUCTURE lYPE TOP. ELEV. INV. ELEV. <~ LEFT HAND WING TH ROA T 23.00 CURB INLET PER 26.5 CllY INDEX 21001 @ DOUBLE WING THROAT 22.59 CURB INLET PER 26.6 r CllY INDEX 21001 @ DOUBLE WING THROAT 22.0 CURB INLET PER CllY INDEX 21001 26.6 I 1. FES PER F,D.O.T, N/A 21.52 @) INDEX 270 @ CONTROL STRUCTURE 26.0 21.00 @ NEW STORM M,H, 27.60 21.64 I CllY INDEX 20201 I @) NEW STORM M.H. 26.50 S 19,89 CllY INDEX 20201 NW 16.88 I I NEW VALLEY INLET @) lYPE VB PER CITY 24.47 16.68 I INDEX 22102 T N/A (EXISTING @ N/A 16..J:t CONNECnON) STORM SEWER PIPES SCHEDULE LINE LENGTH (FT) SIZE (IN) lYPE SLOPE % @-@ 98 24 RCP 0.42 i @-@ 140 24 RCP 0.42 i ~-@) 57 24 RCP 0.84 r @)-@ 24 24 RCP 0.50 ~ @-@) 197 24 RCP 0.50 I' @)-@ 40 24 RCP 0.50 EX. STORM SEWER STRUCTURES NO. TOP EL. INV. EL. PIPE SIZE 5T5 26.08 15.75 36" RCP 5W 20.40 18" CLAY 5T3 26.44 E 15.52 36" CLAY W 15.46 36" CLAY N ("IJ o o C'\J l"'1 C'\J Oi CT'l "<f ...... C'\J ...... ....... ::J ~ .... c- u.. t.1l :J: 1:) ....... ..... ro c- C1J > a ./ en o C'\J o ./ C'\J o o C'\J ./ V'l +J U C1J ,~ o c- o. ./ V'l en c .... )i; ro c- (DU 1\/uH/--Ur--VVAT VV/UIH) I::. X , l:f0 WAll::.k \ / -~~---------------------------------------------------------------------------------------------------------~------~ -:;.', OIiW OHW 1ft OHW ,....[:J E!T tj) ~AN/TAF?Y - -- WATF!? FILLED MANHOLE MANHOLE ! II SA? 1 - 1 - 1 - 1 - 1 - 1 -, - 1 - I - 1 - 1 - 1_ 1 - I - 1 - I - I - I - 1 - I - I - 1 - 1 - 1 - 111IIIIo.1_ I - I - I - 1 - 1 ~~._11~~ j~\~'( _ I _ I _ 1 _ 1 _ 1 _ 1 _ 1 _ 1 _ I _ 1 _ I _ I .f}./~_~6,.}f~ 1 _ 1 _ I _ 1 - 1 - I _ I _ I _ I _ I _ 1 -'S"- I _ I _ I _ 1 _ I _ I_I _ I _ 1 _ I":;"" 1_1_1_1_1_1_1_1_1_1_1_1- ~I EX. SANITARY ~I / /3" G (BLACK IRON WRAP)~ - --M~W/l!J1F - -~B-JNLa.-II-C5~1 -x \0 - CENTERLltjE -_ _ X 1. _ L~ T~E,RRVjR~AI ~'" \~ rx\ I rx0 0-0 ::~-~t.-fo~~~~~-t--_____~~________t" VEX 3~::- ;;:~WAT~~Y - ~x-- - i!.~~~:-- 'I-"x- U - ~f:,x - _ 'I-"xv __ ___ _ INV'668-.......... I -----r-------_---- IST5 0 0 FX. 3" BlvV""- ' "-.. 24,84 25,12 _ :-- -_ __ ii....()--- __ __ __ _ __ __ _ ___ - GAS- GA"s'_ GAS_ G~- GAS- GAS GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS-,I GAS_ GAS_ GA~r.AS_ GAS- GAS- GAS- GAS_ GAS_ GAS_ GAG G I .,.v~...,.,. _ _ _ _ _ _ _ _ _ _ ...;) ~-.2=X "" -'0. LJ . -- ~ 20:73 ,,- ~, "'"" %- - ~'-:- ~,~, ~"'! "76 ,'.F- ~'''''''" ~, ,,~ ~,_ ~, ~';-i-Z >9 26.20_~ .mJ.- 25.L:1"~\' 25,09x ~R[lMi~o-O-:1 VSiCN TO 125,47 LO.5Z I SiGN TO V ''.IF; 73 ~ ' . .R":: "'/__ TEffiT!vESS b~, ,,-' R[MAiN J-.. "2587 ,,- 26 I'ji< x26 150. ~ --- ~ ," ~ ~ , "= "'~II>? ..",3=,"-,-. ..,,-\,l,"ibx ,25.08x -0- 'I- 0 I ~ 0 0 x'c .^, Ix2598 . 26.26 26.29 ~ a;; !!AT~rJ 268"",~" p:.K2657 71?5/;;97 25.49~ WALK~ 2,5',67-:" ,.25/~/;7 _ _S 80'30'$:.6; [2~50 _ _ v"'j50~ I; ~514v 2590<OM~ I~ LOvO 2654~H l'ttfIl6(n I" 4~13 65' :::: "G~ 26.81 .1 ~...~......... .. ........................... .......r......::::.~....~...-:-...~....T.....=:..-:'.... Q~iil.ii1- - ....a..- - - , ..fII!! .L - . RtAflN , 25 5 'V P ROJ EC ~ ~ - ...LOCJ;;~.;;..~~~.... ~""'".....u..... ............?:\ \" 62 X 26 ~4 IJ~.........~.':l.... , 6; / / ~ " ~ <0 " 26x 3 R()/lNfJA '" '" ~ 'I-"~ x 26.35 26 45 26 ~ 56 Ox'. 26""' , i ~~ <c / , / / @ @l ~ ~~~ ,,?T 2 .40" 26x 46 111.1 ?"",x. ! ~I -is " ///// ~7~ I 0 C\,~ 26.61x x~ 26.25x NOTE: GLORCEAAST,EONTRBAyP OST'ZHEER&S SILT BARRIER-/ 26x 5 27.f ~~ ~ ~ ~ 7. (SEE DETAIL) X 26,57. x26, 6 i JL 0 ^ 1 '" C'..J / / / / A HALT- i I '- TRENCI1 DRAIN X2675 V If' . -~ '" 1-7/4"G !II!! (SEE D ~TAlL) 26,67X v U Y !II!!! I r I ,// LOT 7 l!L___2!:VIOADINGDOC~ PROPOSED AREA OF CENTRAL I_ ~ / / / / / /, H.P. -~ 240 i' COMMISSARY & LAUNDRY. 9000 S.F ~ 1 '7"4 " / Ix / 2. ~~ ~ 26x 61 26x 7J r.:: "'~ "' ><2685 27x 39 C'..J x26.87 26.80x X r ''- 26.67x .'-'- / / / / I' 26.79 . d // (p R 0 P E f'\ TY / I I / 127.9 I i ~ //OF OTHEr~S)/ /// ~ 26x74 ".~:; I ,,~ .;~ I ~G5 / ~,;I' 2" 26 X 78 27.2 Xx. 27. 7x II / // / ~"J. I. 26 X 92 26,75X 27.2 ~ ~ lD I>) 27x 75 "15 ~;".~I ~ ~ ~ : x2724 26x 77 2676 x .. " X 26.89 X X .~ 26.94x 27x 07 ~,. . 2 31 / ~ 26 X 3 < 43 X ~ 12: X 'i2 ~ 26 X 68 : x27 1 7 I' I ~ "'~ /// //// ~ liALT.21 '- i 27.0 7.7 ~ "''''X~'27'Jl0 ~xLo 2 ~~I~R~ING STRUCTURE 2682X X270 I !~ / " ',- 54:FCfdJARKING SPACES // / / '-.1 I ~ ~ C'..J ~: 53,230 SQ. FT. x27.77 I !~ // / I '\j ~:~ F. f?72ELEV. 28. Q x2722 27.09 x I j.~ ~ ~I>-. .'4x I "'~ .". I Q) 26,90x 26 X 97' c; ........J I 27 X 3 27 X 5 ~ I ~ 27.33 X 26 X 98 I a ~ 26x , 80 .Q.. I. ~ 27,08x X2 X 27.09 x 27.01 I. ~ e,:::j ,. OF 'AVE.AA NT 2699. ~ 27,75 X 27. 02x 7.20 '" 27. ~f4',e-~~J' [~D-~1'11~-'\ X 27X03~1:~ ()1'\~ 27,09x il IV; '~ GA ' )(\... 70 , Q ',- ~.... 1 :: ~ B 27 X 2 ~ XV ')'1 27. 14x II ~/~~":"-^ ~ 05 7 i. '.1 x27.73 I -"'f,;.~ -P' x284 "': y' 2727x <,),r. ~ ~ =,-/-- - . I X .---L-. X 27.31,' 'J! ~l " TE 6.80 26.83 x26.83 27.- X ~ Oz--.-r--' ~~2)'K.O r; ,37 X"--- H ,.:t "p ~ X X 27.29x 27. 77X 27.28 27.3 X 26,99/,,1:'J ~ ~ ~_~ b ., I 28.~ CJ' ~f ,.., . '1-' ,,+.0., ~ C>"<5' 2 7.78 : 27.43 27.48 'l-10'l-x "26.97 X26.B2 1 I ~~ j6.87 ........_27.02 : x27.07 4' :t 74' ,27.22' 27.34 <''><,~ ;, II ~ ~~ ;:; - - 212.' ~U. I ;;;~; 1~{ k"19 275/ ~ xi'>~ x2696 2Z;~~~i 2777><.94x b~l.r ~ ':~5 / /l - STORMWATER VAULT . ~{'l~6'>x !:J' '0: 27x 71 t:; II ' "'I,. ' I: ~SILT BARRIER UNDER SLAB X , 2-' x.--. iii --::: V (SEE DETAIL) 27.43 I>) · I '" ~ ( -" -" I; 27.ft 11\~28.l!fl1 .&.23.75 X27.44 23.7~.J X 751 X26~1 'l-1x/Rrx;{J;RAJN ~. i: I ~ I 17 I ) 1 y 0 I U ! I ~ PROJECT i \0' i;o' .4 -Iil..R x'l- I ~6.5T.O,II', ~ ~ ~(ll : ~" BOUN?~~; I~ ~ I ~ ~ i "[22.0 '_ _ _ _ _ _ _ _ _ _.- ~,1 '!~ ' I 27.q" fUi\ 20.~ 'I, - 6 i ~I'~ ~~ZgR[TEli I" 6.0 ~ ONTROL I .~ · A 0TRUC 'E n7 . ~ I A NEW 5- CO~f:,DRIVE 1 II v,l<.J i'L 3.7C 754, rop.o ^< ." 14.0" 6. ~ffx~f~411'~- '-..... . ;, 21~]X..t~:'!" L : ....-.t.. INY. 22.0 I TT'" CENTRAL ENERGY PLANT (M/2'_ ,," '"--:I-.~ 0''' · ....,.".. 2 I 3 21. 72 EXPANSION JOINT IilATERIAL. i3 \..., ""'1 '" ~ -3 __ : I X 22.0 '*26.58 ~/ WALL WITH PROPOSED NEW BLDG. CJ"1:uJIt;~~TRa J()(NT -, <.> <'>. ~ 1'-- ':..t ri7~26- , ===_":-.~.~;:'-....,.""" ~7 2 2732!r?7 3 ~X: Q ./ - 42"H HANDRAIL APPROVED BY CITY DEVELOPMENT ORDER 27.9S r-1 lD : ~ N "'-~ 05' CONCRU[ CURB ~~~~~t!7~. -.~';'c @2697xDErfNw,ION ISSUED 17 APr~IL 2002. " ~ 1 ,) t:; ~I 2 ~ ~.r . POND ' 'I~NfIV 4. CO(If;PAO ,-. "< '" '0 I 'I \.14.0 ros:.;;" ~ ^,,' II 3400 pi 1I'~4- 11,228 SQ FT. ::J . il ~ 7lI40--- ~ bx 03 25X 63 NP 22.07SHWJ I / 1I'1.4x 1.4 , F.F. ELEV. 28.0 -. " m 'I 1 ~ rf~j706c=-- - _. .=n=:= II: 0.20.0 26 7J X ~O b~ . ~ C ;.,27,95 r '" 2' - !I~ I ~ \\ 27 :.1.--.., 2709 1.22.0 0" 22.Q lfC,o. ~ ,_ I 1- l ~ ~ 'c ~ I" - I '" - 27.95 :1 1 () L"j 26 X 8 I L23.75 ,,23.76.,: I '" ,I I ~ ~';! ~ I I 26 X 5 ~ \V . .-.. "" ,.... 27.4 I' '-.,.27 95 ~!iIILT BARRIER II ~ ~ ~ -'> , 'j; , + ~ \../ - + C r- . / (SEE DETAIL) : "'I LJ ~, il' : \. .,,, n x,~ , T.O. w. 26.!l1~ ~~ 27.2 SW ALE · . ~: _ 0 r 26.2 T 6 d.1 ~ 127.0 I 27.a....."....... u .... ........ u......... u.......... ... ................ ._x... .... n ..... .., .,;... ....... .... ......... ................ ........ ........ ............. ...... L................ ...... ... .......... ..... ....... ......~ ~ . .1.06 64 I- - - - - ~- - - - - - - - - - - - ~~ - - - - - _ _ _ _ _ _ _ I 9~ '-"" <: S 89'7- W 2627'S: 26.16x 26.72X X'l-1' ""-:'0> 26.64 26.74 26.86', 431.75' ,,' 9 ~:};6' I " , 26,71 2627. 26,52 EX. 2' CL ~ (D' ~D' 2~~3 .....-f-l~. 03~'--M'-- q - "" - '16"758'" ~ ~ ~,- ~,- ;~ "', ~, q ~~ '0"'1>.''''--- '" -><.., - "~V '" ~,,,-,, '" =- '" - "'-;- ,~\ ~' - '" - '" -,;~ ~,- ~,- ";;:1 '" ~~ - ~,- ~,- '" - '" 2 0 ~J"""""" _~, '- ",_ ~: 5:!. j 7 t- r. W ~,,? "-... . 2 5.l g 84x O/1W . 'I-~ <5'"'6' gGN J44S"':;~ . '1-,,'. .. 1/... /']\ 1J" _= ~~\'''' 2; 6'J'x I L ,," ?~~ 26. 44 ~ - ~ ;;;~X;.::1-!:11l r 25. 74 25.4 7 25.60 25.74 )( PARXING MITER I 2 CONCRErE 7" CURB 26. 76 .n -------------------------------------------_____________ , I ~ 1/2" CAPPEO IRON ROD sa NCWVAUEYCU1TfRCURB [Xlsr. 6" WATfR-L';[--------------- --..----------------------____.J___~ ';JM. ELEVAnON = 26.25 FEET EX. FIRE HYDRANT -. -c. - -LIGHT POLE & GUY ~ I --'~ ~=~- ,--' ~ ~~, Q JlR ~},~:.!:~~~~#~~I~; ~ - ~~:~ - ~- S IRE E ~~ -:':}' 1 -:~ - 1_' -, -~ -, - = ~:_;~,"", -, -~ -, -, -, -:~ ~+ ":' -, _, _, ":' _, _, _, L~ j~Rj2~ ":'.:~~ _~ _, _ 1 J ~~~ D ~') ~.) ~'V SAN/TARY ~v ~v 'j; ~o ~~mE ~ " ~. ~ I E 59 / i~"::!~; n.ns DRAWING I~SAN INSTRUMEN, ,T o~~'" E.~f;;M.' D ,SHALL, ""."",' ,R,.,EMAI N THE PROPERTY OF,.TH, E ENGINEER. AND SIW.J. T BE REP '~UCEQ. puaUSHED OR us IN> WAY WffiiOUT Tl-iE CONSENT { ENGINEER; ,\. ..'.. ~ .7, '. . !'f. ~O~RI~HT 2 NOT PUBUSHED t h ok" ii4~' : I 1.P,/ r'" .. " :,', --~'!t{'':(:1 , KEN ETH H' ,ROUSfJ)1 'j , .#33366 COPIES OF T~!%~" PlANS. ~" .,.:~~~~~",*,:r:VALlD UNLESS EMBOSSED WII'i;~THE SIG~~~~i;~GINEER.S SEAL f::1 Cj G Q:: --1 ~ iQ :::) ~- L"J f ~ ~ () <: C) () C'..J rTI' 1 ~ r---: ) ~ z ~ >1 ~I~ l &5 'Ci ~ (/)/ ~ rTl 1 I iJ') iJ') 'Ci C'..J X co Q Ir---: ~ L.,j ~ --.J eJ h: ~ u I f:: C:l G Q:: ::::.:! r{ PROJECT BOUNDARY Q' ~ f5 ~ ({ & <::.:J:: f5 Q l.J..J <: ~- --J >- ~ I ~ C) I I--.. =t () Q: , C) ~ -MAINTENANCE ACCESS ~ C'..J X '" IC'..J ,- C'..J Ix '" C'..J '" Q X '" \::C'..J\:: () (J NORTH SCALE. 1".20' 20 o 10 ~ 20 40 I J z ~~ 2 00 I- ,"! ~ ~~ D- 'l!t Z ~ 'l!t- o _c= to-'" A. '" V\ ~ t:~ .. .... ~ )(~ .. ..@ ... . c>Z .oV .... ! ~ . "i~= ~ ~z III ~.:.; ~ -- ..,. to- .. 4., '" ~ o t:. ~ 1M - > Z &a "" tij \t\) o M . t> "'11\ t:1I\ " :') ~ Z V\M - X .... Z LIIQ -.( =; &: t;o Q Q~ Z Z .. .( .~ ei .... td ~ . >~ a~ ~ o~ v 'If) v NES Comm.: 0209 I Drawn By: A.G.G I Checked By: K.H.R. Issue Date: 02/22/02 Revisi No. 0 L~ 03/2 I!\ 0472 IJ\ 07/1 h. / ^ / ^ / ^ / ^ / ^ / ^ / ^ / ^ / 6 / / o DESIGN/DEVELOPMENT ~ PERMITTING & BIDDING OCONSTRUCTION DOCUMENTS z <( ..J 0. W t- - en tJ) w - I- - ..J - I- :::J ~ W ~ <( Z ~ C . <.? Z -. :0 n~ ~I- _0 ...J::) -~ ~I- LL.(I) W::) ~O >- ~C) w- cnuj ...JCC: ~> I-~ <0 ZQ It) W..J ~ ~O M WI- <( ~Z c ~!:!:!I-t2 oowg ::)(/)Wu. "LL~'" ~ot;;ffi ~:r:~!( ZO:J~ -~Oo:: ~~O<( ~X~W Q.o~d C4.1 Y ('\J t 0 0 ('\J '<:1 '<:1 lei ~ ~ ~ C\J ...... r-1 :J -:l .~ C- L.L 0, X 'tJ ~ Vl r-1 .~ It) ...J Cll 0 "...- m 0 C\J 0 "...- C\J 0 0 C\J "...- III +-' U Q' .r-, 0 C- O- "...- Vl 01 .~ X It) C- O "...- - j I I POST OPTIONS: 2'x4. OR 2,S.~, WOOD; 1.33LB$,/fT, MIN, STEEL FlLTER FABRIC IN CONFORMANCE WITH SEC, 885 F.D,O,T, SPECS, OR EQUAl.. EXIST, GROUND 1--6' MAX, .1 PRINCIPLE POST POSmON, CANTED 20' TOWARD FLOW FlLTER fABRIC EXIST, GROUND NEW SURFACE (SEE NOTES 1 & 2) '",'. TRENCH ... BACKF'lU. (sa HOlt 4) .:Ol~': I. VARIES I REPAIR Of PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED, 2. SURfACE TO BE CONStSTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN, OF 1-1/2" ASP~T f.D,O,T. TYPE S-3. 3, BASE MATERIAL SHALL BE PLACED IN 6 COMPACTED LAYERS TO - 98X OF' MAXIMUM DENSIiY AS DffiRMINEO BY MSHTO T-180 lAB REPORTS ARE REQUIRED, 4. e,..cKflU fOR TRENCH SHALL BE PlACED IN 12" COMPACTED LAYERS TO 100X Of MAXIMUM DENSITY AS DETERMINED BY MSHTO T -99, lAB REPORTS ARE REQUIRED, REPAR OF PAVEMENT CUTS N.T.S, ~ MEDIUM BROOM fiNISH CONC, WAU< r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' LOO. SHCX.UlOl VARIES (SEE PlAN) ~ SOO SLOPE 1/4' PER fOOT I t SOD . l'II=III'~:III~lil~' ". 14~. -111;~llll~III=1I1 I ~ COMPACTED fiLL OR i UNDISTURBED SOIL WHEN SIDEWALl< IS TO BE REMOVED A/OR NEW SIDEWALl< IS to BE ADDEO, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT , NOTE: PROVIDE 1/4" WIDE CONTROL JOINTS o 8' O,C" & & 1 /2' BITUMINOUS EXPANSION JOINTS o 40' O,C, CONCRETE W AU< DET AL N,T,S. j I rt- 4'-0' Mln~- 8' #4, ' O.C.lE.\V. f.L. Cold Jol 2',-S' Mln, Joint #3 Dowel S' Brick 526,5 PLACE SOD 1/2" BELOW PAVEMENT fiN, GRADE PRIOR TO SODDING STORM PIPE(S) DIRECTED TO RETENTION BASIN RETENTION BASIN 8" MASONRY OR APPROVED 6" REINFORCED ~NCRETE OR 6 PRECAST CONCRffi ROUGH GRADE S 23.25 WEIR 10.5" LENGTH CREST ELEV, 23,75 COMPACTED GROUND POSITION CONTROL STRUCTURE AT THE TOE OF SLOPE PLACEMENT OF SOD AT PAVEMENT N,T.S. EROSION CONTROL (AS REQD) BOTTOM EXIST. SURFACE 6" CONe, BASE SlAB (t.4ASONRY STRUCTURE ONLY) SAW-CUT EXIST. EDGE Of PAVEMENT & BASE CONTROL STRUCTl.R: N,T.S, NEW SURfACE , PLACE EROSION & SILTATION CONTROL, SEE SHEET C1.2 AND PLANS, 2 EXCAVATE AND ROUGH GRADIE NEW RETENTION BASIN WITH PIPES. 3 CONSTRUCT OUTFALL STRUCTURE AND DISCHARGE PIPE. EXIST. BASE NEW BASE NEW SUBBASE 4 PLACE GREASE SKIMMER. 5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S). P/.. SEE PlAN PV.CE SOD 1/2" BElOW PAVEMENT FIN, GRADE PRIOR TO SOOOtNO POSITM: DRAltw;r (4;1 WAX) WErT EX, PAVEMENT TRANSITION DETAIL N,T.S. RETENTION BASIN / UNDER DRAIN DETAIL (1) N,T.S. RETENTION BASIN 18" OPENIN TOP OF BANK .....-...//^'\v// Jlr~ COIoIPACTED GROUND P/L sa PlAN 1" TYPE S3 ASPHALT OVER 1.5" TYPE Sl ASPHALT 1/4" PER FT MIN SLOPE EXCEPT AS NOTED COMPACT TO MIN 95% MAX LAB DENSITY fiLTER MEDIUM 6"P C (SEE SPEGS, UNDVERDRAlN SHT C1.2) (SEE SPECS) filTER FABRIC L W/PERMEABILlTY COEf. IMPERVIOUS MEMBRANE (30 MIL) OF 0.20 CM/SEC AT ALL SIDES EXCEPT Ai OPEN(NG, (00 NOT PLACE "E"BRANE ALL SEAMS MUST BE WELDED ... ... WATER TIGHT PER MANUFACTURER'S AT THIS OPENING) RECOMMENDATION, RETENTION BASIN - TRENCH WALL SOCK TOP PlACE SOD 1/2" eo.ow PA'v{t.4ENT FlN. GRAD( PRIOR TO SOOOtNG P'OSITM: DRAltWl€ (4; 1 WAX) wm EX, TRENCH WALL (PROVIDE SHORING IF' REQ'D) PROJECTED SIDESLOPE OF RETENTION BASIN ~,/ ,/ ,/ ,/ /. /. /. ,/ SEE UNDERDRAJN BOT. DETAIL FOR DIMENSIONS COt.IPACTED GROUND 8" L1MEROCK OR CRUSHED CONC BASE F.D.O.T. CERTIFIED MIN LBR 100 AND COMPACTED TO MIN 9S% T -180 DENSITY EXCAVATE TRENCH GROlN> TRANSITION A T THE PROPERTY LINE 12" SUBBASE MIN LBR 40 AND COMPACTED TO MIN 98% T -180 DENSITY N,T,S, RETENTION BASIN UNDERDRAlN CLEAN-OUT w/18.x18"x4. CONe, COllAR FLUSH AT SIDE SLOPE, ON SITE PARKING & DRIVEWAY SECTION N,T.S, 1 FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION, COMPACT BANKS, BERMS TO 95% OF MAX DENSITY. 2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDERDRAIN AS REQUIRED, 3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT OF UNDERDRAIN, (A COPY OF SOIL REPORT t.lAY BE PROVIDED IF REQUESTED AS SUPPLEMENTAL INFORMATION ONLY) 4 CONTACT N,E,S, fOR INSPECTION. DETAIL (3) N,T.S, NOTE: NEITHER 1157 ROCK NOR fiLTER MEDIA SHALL BE COMPRISED OF LIMESTONE, L1MEROCK OR OTHER CALCIUM CARBONATE AGGREGATE. (SEE SPECIFICATIONS SHEET C1,2) TOP OF BAN K , -:-//^'v/^' ...' 8/' 1'- ,J COMPACTED APPROVED fiLL 6- SOUD PVC w/9rt LONG SWEEP ELBOW CON~ECT MEMBRANE TO 6 PVC WATER TIGHT (SEE U.S.I.) 6"PVC UNDERDRAlN NEW BLDG, fiLL GROUND AROUf>.;D BLOG, TO 3" BELOW fiN, fLOOR ELEVATION & SOD MAX. SLOPE 4: 1 MIN. SLOPE 2" C,O, fLUSH w/SIDE SLOPE DETAIL (2) N,T.S, 6" SOLID PVC fiLTER MEDIUM L IMPERVIOUS MEMBRAtNE U~DERDRA~ CLEAN-OUT N.T.S, GROUND PREPARATION A T ALL BUILDINGS N,T.S. CONNECT 6.lPVC UD TO CONTROL STRUCTURE; IMPERVIOUS MEMBRANE TO BE WATER TIGHT o UNDERDRAlN AND AT CONTROL STRUCTURE 6"PVC LONG RADIUS BEND CAST IRON GRATE U,S, fOUNDRY # 6185 (2 EA, 48" TOTAL LENGTH) W/ U.S, fOUNDRY N 7100 ANGLE IRON fRAME & NELSON STUDS UNDER DRAIN SYSTEM ISOMETRIC (U.SJ.) N.T.S, #4 9rt STDHOOK (TYP) TOP OF GRATE ELEV, 24.0 CONNECTION TO BE WATER TIGHT C MEMBRANE #4 0 4" O,C. BOTH WAYS (TYP) 6" CIP CONC 3400 PSI (TYP) At Terl'llno.l Manhole 2' _ SLOPE 1" 1M/PERVIOUS MEMBRANE w WATER TIGHT SEAMS . ~. .. . ~ . .. . f'l ~ Lb- . ~ X4-W1.4XW1.4 WWF (TYP) Sqoore BottOl'l PerMitted PLAN SECTION A-A ~ TRENCH DRAIN W/SUMP & PUMP DETAil N.T.S, ~ECTION I I Underdro.ln. o.lIgnMent o.dJusted with 1/16 bends not 90. ells 2)6'xlS' Underdro.ln stub - All Inlets See Index No. 203 #4-12' #4 0.5 shown A B C D E F G Shallow 0'- 4' 2'-6' 4' Max 3'-6' 2<4' Max 8' .3 o.t 12' E,,,",, Sto.ndard 4.1'- 6' 3'-6' 6' Max <4' 30' Max 8' .5 o.t 10' E,,,",, DeeD 6,1'- 10' 3'-6' 7' 10' 4' 48' Max 12' .5 o.t 10' (,,,",, DUD 10.1'- 14' 3'-6' 7' 14' 5' 48' Max 12' 'S o.t 10' E,,,",, GENERAL NOTES: 1) WALLS:- WILL BE MAXIMUM 6'-0" HIGH AND CONSTRUCTED OF CONCRETE BLOCK (8"X8"X16") DECORATIVE-FINISH FACE BLOCK. 2) FOOTINGS:- 8"X8"X16" CONCRETE W/2 - #5 STEEL REBAR IMBEDDED. 3) CONCRETE SLAB:- MONOLITHIC, MIN. 6" THICKNESS WITH IMBEDDED 6"X6" WIRE MESH. 4) CONCRETE FILLED CELLS:- WITH 1 - #5 VERTICAL REBAR TIED TO FOOTER STEEL AT EACH CORNER AND EVERY 4' -0". 5) GATES:- CONSTRUCTED OF MIN 1-1/2" DIAMETER GALVANIZED TUBULAR STEEL W/PRIVACY- TYPE SLATS INSERTED IN GALVANIZED STEEL MESH FABRIC, HINGE MOUNTED ON MIN. 3" DIAMETER GALVANIZED STEEL POSTS. I I I R,H. , xJ OR DOUBLE 'v/ING INLET SECTION A-A 14'-8" NOTES 1. All COI'\Crete to be 3000 p.li.l, SECTION x-x 1. 'When pipe diaMeter exceeds 30', Inlets sho.ll not be used o.s Junction boxes, liMit three pipes per Inlet, 2. Cho.Mf'er 1111 exposed edges, 3, All concr.tt' 3,000 p,s,l. 4, Cvnt.r support shQll bv uSt'd on doubt. wing Int.ts, Su ~to.ll "', -S, F"or Qrl1cMl .xc.ec:llng 2"", 11 6'-0' ",In, wing Is ~rl'\ltted 01"1 the Inlt't, #4 Y t NOTES Concrete filled 4' p,v.c. support post to be used n t center of Inlet throo. ts on double wing Inlets, DETAIL A STORM SEWER MAt-liOLE N.T.S, CITY INDEX No. 20201 . IX) I a .... 42' SLAB 28,0 ASPHALT PAVEMENT FACE OF WAll TO FACE Of BLOG, CONe, POCKET (GATES AND POSTS CONSTRUCTED AND INSTALLED PER APPOLlCABLE BUILDING CODE BY LICENSED FENCE CONSTRACTOR) "~.:. ~ :~'. ,'..,'. #. '. DHW 16.0 +- 6'-2" 6'-2" 120' ~ TURF BLOCK .. . 23.75 <0 III IILI/!_ DHW 26,0 -------- ~ ~~ ~ _ -PLW 23.7~ _ ,;,: .? ~ -.sHW 22.0_ 6" CONC, OR a" CONC, MASONRY WALL TOF 21.75 GRADE GRADE "X16" CONC, FOOTING WI 2 #5 REBAR SECTION B-B N.T.S. DUMPSTER ()ET AIL N.T.S. P.B, 14.0 OR LOWER SECTION A-A N.T,S. '-'"lj :'.i....' "( J z ~~ S! So .... cp"! <t ~" .... ~z to( ~- 0 _t.( t-rA. '" ,.'^ '^ b~ z <t .. - t( x~ ... .@ ... . 0.:1: .. ~~ ~ ~t; ... 11\.... Z ~z IAI ~.. ~ ... -- t-r. Z 1't4~ 0 b. f1C w .,.. > Z w 0 11\ . 0. ....11\ " 1:11\ :)~ Z '^'" - Z .... Z ....0 <: 11I- t.(~ nil "'0 t.\. '^... 0 QiIoo Z Z .. < ~m .. ...... ..... . ~~ ..Ira: ..I v. - ~ ,...... 0... v ~v " I ~ NES Comm.: 0209 , Drawn By: A.G,G I I Checked By: K.H,R. I Descri tion RC COMMENTS / / o DESIGNIDEVELOPMENT DPERMIITING & BIDDING o CONSTRUCTION DOCUMENTS ~I- _en -I=.l -~ ~I- U-en W:J ~O >- ~(!) - W-J Cl)W ..JO! ~>- I-C-' CO ZQ II) W-' ~ ~I- 0 (\I') ~ n-::Z _ ~!!:!...~ OOWO :lUJwii r.r.: u.." .. tio~ffi CJ:t:~~ ZO:J3: -~O~ ~~O<C ~ w ~:t:~ D..O~~ en .J - ~ W C W I- - UJ ...J - > -- o C6.1 T- R~~~~U~-~-~---~~- SANITARY C _ _"f.,:; ~- -------~ - -- -----~ ----.~~.o~~~~~o~~~~~---.~-. ..--~--~.---~----- -~-~----~ EX. 1 0". SANITARY' 1Jlfitcff:j .J:f!f-L,E_ , _ , _ , _ , _ , _ , _ , _ , _ , _ .,-,-,-,.~)-,-,-,-,-,-,.,-,-,_,_,_,.,_,_,.,_,_,_,_,_,_,_'_'.I.'_'.'_'.I_'_'_'_'_'_'_'~_'_'_'.I_'_'_'__'-~'-'-'-,.,.,.,.,.,.,.,_,.,.,.,.,.,/ ,-,.,-,.,-,.,-,-,-,-, \t I / EX. SAN/7ARY I ~.---- - I--~- -~ ------ -- --~-~-- - --~--~ - ------ .CLtm:RI/Nr ~--~~ -- -~--- -- -- V ';:!r,~ifJlN -- ~ - -- ~~~- -- ------ -- -~--- -- - /-- -- -~---- -- ---~- -- ~--~ -- --~--- -- - 'II CJ CJ 6 6 ... ct ct J -J :::.~ ~ ~ " % =~ $2 00 to- , \of . ~'" ... ~z f.( 'llt- o -~ e: ~S\ z S~ .c .. - f.( )( ~ to- ~@ . 0.% ~u ~ ~~ ~ 'I~ ::0 ... ;z z _ MIl "".:.i ~ -- ." ~~ h M~ Obi ~ W - > Z 1&1 I ~~ A;~ ~ I I I I I I I I I I I I 3 3. 65 ' WfftJAIN ;~;;~- - -/~ / r.~/~i~ o 0 : 0 0"0..... / - /--L..~~--: ~ o~~g~g~g~g~g~g o~~ / ,,~ u- / ./., ~ wl.1J .~ ~/0 ~//A ~~ / /u~ ~o ~ p Jt( ~/ /~/ /~/ ~ I ~ I ~ i z _ .~ . " - ;. ti - 8' I I . . . 7"[- r1) ~ I '12)1 ~ ~ '(M) i . . I I I I I I I ~ :t: :O~~~ I I I ~)RV ,/1 I 'I - ~ I I 0~ ~~~ I I YJ t,,) , , I I r I / v y o o M . 0. W'^ t:1I\ " ::d~ Z VtM - ~ t. we <t f.( ft ~ "0 Vt~ Q 0 ZX. <t ~m ..I ..... w. · t: ~ "'ft ::!u~ t: o~ v ~u y ~ ~ / LOADING DOC' ~ \LT PROPOSED AREA OF CENTRAL COMMISSARY & LAUNDRY. 9000 S.F ~ :J - - ()....... l.lj ~ ~ ~ l.lj ct () <: a () , C"J G'~ ~ ~~~ r.(< ~~ -PROJEC BOUNDA; 'Q' ~ ~ U) -- ~ Q Q "C f5 Q 1Jj <': -- -J >- ~ I ~ () I f-- :t: ~ Q: "- "- pO "- a~c "- ,age ~ -" '" .'\ g~e0;/' " ~~~/ / / gge / ' ,~e ~ p~c Po Po ~ / "" I I I I I I I . I I . I I I I 542 PARKING SPACES ~: 53,230 SQ. FT. ~~ /X :j:~ F F LI LV 28 0 iggv / /IJ ~ I U .. L L L. . igg ~ ~:S Igo ~ ~ . !::l Igg ~ ~ Cl . ~ Igg", ~:~ igg/ /'.1'/ ~ : 8: 'og /,~~~ ~: ~ . ' I~ V &! I ~- / _______ "- a I I ~TR ~~ I fTR \ ~~ II 14 /"/ ~~ / / ~8 · ~o ................ ~ _____ t'\f : : :::::.: :~ s/crv----- - ' I : 'l:i I · "- . ~ -J I .. ~ .. ~ I .:. lo1, k : ~.~.~.HI ~ I :1 ~ ~ · I Gj ~.....: ~ .. . ~ .. .. .. · .. · · · · ... · · · · · · · · · · · · · .. .. .. .. .. .. .. .. .. .. .. .. · · .. .. · .. · .. · .. .. .. .. JI 11>............ ........................................................................................ ..... ................................................................................... .... --.:. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. . .. .. . .. .. . .. .. .. .. .. .. .. .. .. .. .. .. ..... V) .. .. .. .. .. .. .... . .. .. .. .. .. .. .. .. .. .. .. . . . .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. . . .. ..:..:..: -- .., i ~ . . ...... ~ " . ~- '-'" . . . . ....... . . . . '" .. · ~ . ...... ... ~ . . ... ... · !if. O"o,,~ ::::::: ~ .:.:.:. ~ ....... '\ ....... "I: 000 ~...... It'I F -LANT MATERIAL SCHEDULE SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTllY 0 18"-24" HEIGHT AT W UguetnJm joponicum SOUTHERN WAX PRN[T PLANTING, 3 O,C, 6 MAINTAIN 0 36" H, * OP Phoenh( doetyiiftro OATE PAlM 10' CLEAR TRUCK 6 ~ WP Woshington robullto W~INGTON PAlM 10' ClEAR TRUCK 5 -- SP Sobol polrMtto SABA!.. PAlM 10' ClEAR TRUCK 8 ~ 00 Nerlum oleon~r 18.-24. HEIGHT AT 190 rJliAAf OlEANDER PLANTING. 3 O,C, "Petit Solmon- toWNTAlN 0 36. H, rrooo~~d 14"-24" HE~ AT 000000 TB 1M ora d uffli TRINIDAD flAME BUSH PlANTING. JO O,C, 79 000000 3 GAl.- MIN. NP Corl..o mocrocorpo NATAL PLUM "--24" HEI~ AT 66 PLANTINO. JO O.C, 3 OAL MIN. ~ OJ Trochelolpermum OWAAF JASMINE 24- O,C. 102 olloticum 1 OAL MIN - ~ 14"-24" HEIGHT AT TR Golphemio grocilis THRYAWS PlANTINC. JO" O,C, 143 3 GAL t.lIN. [:::::3 '4"-24" HE1xrn: AT SO lIeM vomitorio SCHElLtlCS rJliAAf PlANTING JO O.C. 968 3 GAL MIN, I:' .. . .. :1 .............. 5'4 .............. - r///~ VJ VAAIEG.'.TED JASMINE 24. D,C, 1 GAL MIN. ~ -J ~ ~ ~ z ~ > ~ - ~- - '. }'.-:It '; - <-, - - - -,&,- - - ~ "" - -I-'~ '~/tT;i"" "f, ,\~~i~'{,\'t, 'V ~1 $t ,-(... . "~A<t:;~~...7.;\ \,<f' .1: .J ~~~, ' I ,~'f 'l:~~. ~~, >2{ , .r:t.., "~, Ii}" /, .1~1 '/ .~ ~ ,^,' "~~\ it i ~~:..., ,~ ,,",, ' , '~ ' \' ... 'l' . ~ ~,' '\ ~ ~ 1 l>I ~,1 '" it ...' t F i/.~!}'t~ >t'~'" p ;J~, \!, .,"ll ~,~, ~J'l~ ", \~Jt) ,"{ ~ .\1 ' ,~[, " \" ~ ~ <: a () PARKING STRUCTURE l NES Comm.: 0209 I Drawn By: A.G.G I Checked By: K.H.R. , Lw .. .. 0; .."t' IV) CJ . CJ CJ lr) i'}4i '~- J . C) ~ ""--' .,./1..-= -~-'.l- - I '=~=== [:J' -. I ={> - - - - lL.I <: :::J es f-.: ~ J I //'f/ . /*/., '. ;:. . /. '. /..~ ,-....-.... .- f \r. ,-------;-.---;- ,.. . t . . . . . . . . . }- .> . . . J , 1- , :I . --" STORMWAlfR VAULT UNDER SLAB fSP\ I\V rrn:I\ J NtJ1 rfl ~ ~ ,""'" /' I I GROJECT II BOUNDAR'( r 1_ CONCRUEI RAMP /' - . I ~ ' / '7 / / / / / / / / / 7 / / // / / /, / / ~ ,/ / ~ / // P 'Y / / / / / / / /' / / / / / . I , I I I I I I I I I I I I o DESIGN/DEVELOPMENT ~ PERMITTING & BIDDING DCONSTRUCTION DOCUMENTS /~ / fTB\/ \V ,- <: L-LI ~ ~ C[ lL a lw ~ B \ /.': ......... J NP ~~:.:"=. ~ \ 3 ....~. .b.. 'L. I . t~ WALL WITt-j .. -42"H IIANORA!! : II 'VSP\ , ~I /\JJ :~;ID (') '/') oooooooooo~, y)c r. 00000001;)0 ~ .I 000 0 ooooooououoo"'~~o 0 0 0 ,/-11 ,,~ ~)< 00 000_000_0_000. ....~.~.~.~.~...~.~.~.~.~.~.~.~...~. II ~ ~ .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. ... A X:~.1 :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: ..:Ii . OO~o 000"'0"'0"'0"'0 oOoOoOoOoO~Oo ~ ';f'. :Y,/>>,; ~ ..............:m..........:... tI .. _~.ooooooo I ~. 001l )": . ~'b.. .. _ r. ..:.:.. . . - - 'L.. l,I: '/ . .~ ~ ..,~. ... ~.~. .~.~ · · ..... .. ~...... .. ..... ~' -'1I .:m 'ALA' .~m · ... '!. ~~~. ....~. ~"...};~~...- .. .. ... ........ .... ........................ .1/..... .. /I .... r. .r.r.r. ~.. ...... .~ ~.~.~ ~.~.~. ..........t.......................~........~. .. ...... .~ ....... . lll. ... ..... f.J. .......",. 1 ... .............. ~.~. .~..~.~.~ ~ ~ ;.;.;.....;.;.;. ~ .........................................~. .... . .:.:.: .:.:.:.. .. ..:.:. ........~ ') V ... .............~~.. r.r. r.r.r.r.r. ,~~" . · · · · · · · a;t :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:~~ ... · · · ./ b.. ."'" · · · · · ........ /}(fif/. .................. .... ......... ;,:;,:;,:;,:;,:;,:;:;: ~ ........,.......................... ......~~ . .: .:.. ...... .:....... ....... .~...... ~// . ':.:.:.:.:.:.:.: ..:.. .... ..~.~.~ !W1 ~~~~'-"'~'-"''-"'~'-"'~'-"''-"'''~~,.. ~ ~ f"~/GN TR\ 77 '"--~~ ~-JNC VTR\,/ 'L!IJ_______VD,J\ -"~ ~16_TR\! ,~~ ".JD~a\ ~_____ ~ \. 2 ) _ .-D_ ,,7):u,!f W '~(lLK _ d ~H1 d- \.!il J ~- ~.._ ~ '7f J .-D_ << _ ~ 44 _ -------------::--~ . - -SiG.fJ. - 1::>'" v VII)>lr..,~.INCMETER ~;L 12' CONCRETE-rrCUR8 ~DP, '----------------------------.-- 7[j ~ \V -------.---.----------------------- L 2 /YfW VALLO' GUTTfR CURB -rXI-ST-6-::" ,: T.~R-L N- -- - - - - - - - - - - - - - - - · - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ ~ - . rVM c, - t EX FIRE HYDRANT ~ LJ -- LIGHT POLE & GUY ':~':'.- '::' ':'_- '.:- ',- ~_ ~_ ':"' ':: ,:_,~, Q JJJ) Ip,S'O:-~~~!~t~;~/~;: _~;!.:ij}_ ,_ SIRE E ~-' ~'_ ~-' _, _, _ '::. , _.... _, _~ _.. _, _, _, -.' _ , _ ':' _.. _ , _ -= -.' _, _-'.:' -:~ == LJJ.~~Z, _, _ '-=' _ -== SA~/T~R~ ~... _en ...I:J -~ ~I- U-CI) W:) ~o ~~ W-' (J)W -I~ ~>- .....e> U) zo It) W-I ,... ~o ~ WI- ~ ~z c ~~...t2 O()Wo ::.wwii ~ u. ~ ... ~olnffi C):t~~ ZO~~ -Q:OO:: ~::)O<( <(:.t:oq-W a..o~~ CENTRAL ENERGY PLANT PROPOSED NEW BLDG. APPROVED BY CITY DEVELOPMENT ORDER ISSUED 1 7 APRIL 2002, 1 1, 228 S Q. FT. F.F. ELEV. 28.0 -i- ,-;-~ -~ IDO\ \g/~ .:J . - U- 0. 5' CONCReTE CURB NEW DETENTION POND " 1 1 (~ /' 8 o::! ~ : ~ .~ ~ Gj ~ Q --0- fT8\ ~ fT8\ ~ /~ ~f6P\ \:!J fTB\ '\fV fNP\ ~ rWP\ jl~ "'0 00 ~ 10 0 0 0 ./ v rwP\~ ~ w' >:>., / . ~: . . 00 ...~~I o :.: o ... . ..... ... ... ... ... ... .~ rNP\ rv\ lL~ a lLj lJ.J ~ (.')~ CJ~ Ll..l Q z <3: -I 0- W I- .- (/) W 0- f(( o tJ) c :z <C -I f---: V) ~ LJ I 1 ~/ /0;';<77/~-' /T~%//~%' //~/ ~/ / / / / / / / / / / / / / / / / / / / '~ / / / / / / / / / / /, / ./- I I -u- 4" .. F- - - . - - <ll!i -'-;..';'-; '/ ....... '/ ..:.:. ..... ,/ ... .~ - - \ ,fNP\ \..V w CONCREJE : 1 JT It'':::.:.--------=-=-==-~------ I I I 1 ~. I (\J o o C'\J U"l rrl lei o U:-i ., (\J ..... ,-, ::J J ,~ c-. u- SAN/TARY MANHOLE # SA9 C> ~ 'C ~ ~ ro c-_ OJ > o /' O'l o C'\J o /' (i.J o ~ /' (J1 ...J U OJ .~. o c- o- /' (J1 0> C .~ x ro c- D /' THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALl REMAIN THE PROPERTY OF THE ENGINEER. AND SHALl NOT BE REPRODUCED, PUBLISHED OR USED IN 00 WAY WITHOUT THE CONSENT OF THE ENGINEER. <t>COPYRIGHT 2002 NOT PUBUSHED SCALE. 1'-20' L 1.1 '}'lJ'l ff q f)/0rI: l ." 1,. ilu02 KENNETH H. ROUSH. P.E. #33366 COPIES OF THESE PLANS ARE NOT VAllO UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL 40 o 10 20 ----- - j -----_._--_._,-_._--~-----.,-_.. ~ ._----. ----_.._.....~- . --- ....-.-.---.-...-.. -----~---_.- .... ""'11II ~ABITAT MANAGEMENT AND ~AND8CAPING PERMITS. IRRIGA TION NOTES ICONTINUEDI u~ % =~ 2 00 I- cp~ -c ~\J I- ~% ~ lllt- o _tIC A. .... ~ '^ "'0 z bz .. ..- " x~ ... ~@ · 00 :I: ~v .. co III ~ ...1- ~ WI" :a ~ ;z ~J ~.:.i ~ t::i z ,..~ Obi ec lei - > X ..'" lF~[g[g ~ ~G=O~(UJ[g5 (PJ[L!k~lF~~@ [D)[glF ~~[L~ THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS. THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. . A HABITAT MANAGEMENT AND/OR LANDSCAPING PERMIT IS REQUIRED OR THE DEVELOPMENT OF THIS PROJECT. APPLICATION BY THE ~pNTRACTOR SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE ~~ MADE UNTIL FINAL ADMINISTRATIVE APPROVAL OF THE SITE PLAN ,AS BEEN GRANTED. ? ALL EXOTIC SPECIES, I.E.. BRAZILIAN PEPPER (SCHINUS TEREBIN- HIFOllUS), PUNK TREES (MELALEUCA QUINQUENERVIA). AND CHINESE ~ALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF ~~TE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO ~ROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSIAN IS CREATED, THE AREA SHALL BE RESTABllIZED WITH SUITABLE MATERIAL. 3. ONCE FINAL ADMINISTRATIVE APPROVAL OF THE SITE PLAN HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE ~~RRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND ",ELEASED TO THE CONTRACTOR. CROWN SPREAD ~ NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON, ... tij en' . ~ . .. a WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS. THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. ~ Cl W :r Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shope, 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White Swrveyor's Togging Tope, 6 Length 3 - 12 Guage Galvanized Wires Spaced 120 ~round Tree and Set At A 45'Angle With 3- , 68 Duckbill Anchors Or Equal MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD OR APPROVED EQUAL. j 3" Minimum Mulch THE IRRIGATION CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. 3" Soil Saucer Remove Container From Rootball Planting Soil Mixture CONCRETE CURBING . TREE PROTECTION AND PRESERVATION. TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: . TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE ~EQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION OF EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. ~. ALL DESIRABLE TREES SHALL BE RETAINED WHEREVER POSSIBLE. T SHALL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS. DRIVEWAYS, POND BANKS. DRAINAGE SYSTEMS, ETC.) BE "DJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. Mound To form Saucer 3" Minimum Mulch Loyer Remove Burlap from Around Top Of Boll Planting Soil Mixture 11\ \J ~ Z M _ M % t. Z IIIQ <t tt et ~ ~O Q Q~ X %fi .. . III .... t\t.. . ~~ d~ :! ... i: O~ V ~V THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. Existing Soil ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SIUPPlIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA. REFERENCE COLOR COD ING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY IS REQUIRtD. SHRUB PLANTING DETAIL N,T.S, TREE STAKING & PLANTING DETAIL ADJACENT TO OR WITHIN V.U.A. N,T.S. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE WITH SUITABLE GROUND COVER. NEW TREES SHALL NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. CROWN SPREAD t XERISCAPING GUIDELINES NES Comm.: 0209 I Drawn By: A.G. I Checked By: K.H.R. For Cobboge Palm Installation: Trim All Fronds at TIme of Digging and Planting For Woshill(lton Palm Installotion: Leave Inside row of fronds rill up with biodegradable twine For Cobboge Palms: All Trunks to be Smooth ond All Bum Morks Brushed Away For Washington Palms: Leave 011 boot. on trunk 20 Layers Burlap Pod at Support Contact - No Nalls In tree Wood 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFrER 1 COMPLETE GROWING SEASON, +' s::. CIl 'i) :r: ~ c 2 ~ 2. THE USE OF XERISCAPE DESIGN SHALL BE UTILIZED WHEREVER POSSIBLE FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES. DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS. SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. ~ Cl ~ I Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shope, 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White Sl.lrveyor's Togging Tope, 6 Length 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree anQ Set At A 45'Angle With 3- fI 68 Duckbill Anchors Or Equal Remove ofter one growing season. - Mound To Form Saucer 3" Minimum Mulch Loyer Remove Burlap from Around Top Of Boll Planting Soil Mixture 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. Wire TIe Issue Date:02/22/0 Revisions: No. Date Descri tion 7/13/02 CITY COMMENTS 3. GROUPING OR ZONING PLANT MATERIALS BASED ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. 2" )( 4" Broce (yellow Pine) Space Three at 120' Typical Remove after one growing season. 2" x 4' Stoke (Yellow Pine) Three Feet Long Remove after one growing season. Soucer Rim ~ o Cl U 3. NEW LANDSCAPING SHALL BE PROTECTED FROM VEHICULAR MOVEMENT AS REQUIRED BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER WHERE POSSIBLE, THE AREA BETWEEN THE BARRIERS, AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. F1nlsh Grade 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS. MANURE, PEAT AND COMPOSTED MATERIALS) MIXED WITH EXISTING SOILS WITHIN LAND- CAPING PLP,NTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 3- Minimum Mulch Rootboll~ 16" Minimum Radius trom Trunk Washed-In and Tomped Planting Soil Mixture ........,....,.. Existing Soil 4. NEW LARGE TREE SPECIES PROPOSED FOR INSTALLATION OR REPLNATING SHALL BE A MINIMUM OF 10 FEET AWAY FROM BUILDINGS, SIGN. FENCES. LIGHT POLES. UTILITY LINES AND ANY OTHER OBSTRUCTIONS IMPAIR ITS NATURAL GROWTH. 5. NEW TREES PROPOSED FOR INSTALLATION SHALL NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS WATER LINES. MUST REMAIN OUTSIDE THE 5' X 10' OPEN SPACE FOR PLANTING. 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. Provide 0 minimum 5'x10' unobstructed planting area PALM STAKING & PLANTING DETAIL N.T.S, 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. TREE STAKING & PLANTING DETAIL N.T.S, / / 6. SOILS WITHIN PLANTER BEDS SHALL BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH. SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL NEW LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE #1 OR BETTER. 8. LOW-MAINTENANCE DESIGN, ~ DESIGN/DEVELOPMENT DPERMITTING & BIDDING CK:ONSTRUCTION DOCUMENT~ TREE & SHRUB PLANTING DETAILS 8. ALL REQUIRED NEW TREES MUST BE A MINIMUM OF 8' HIGH. 1-1/2" CALIPER AT TIME OF PLANTING. 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED. BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET SHALL BE REMOVED AT THE TIME or INSTALLATION. lF~[g[g [g5!k~~~CC!k[D)[g [D)[glF !k~[L~ ~~ ::l~ -~ ~I- u..cn W:) !:20 >- ~~ W-' tnw -I~ ~~ CD I-\-' an ZO to- W-, M ~O ~ ~~ e =>> ~ ... ~ bOW..J ::>> UJ W LL /IV ~.. u.. u.. ... ~ tio~~ ~:x:~~ ~O 5~ ~~Oc( O! :r.: ~ w <C ^-I..I 0..0(00 9. ALL NEW HEDGES SHALL BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER. AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN A PERIMETER BUFFER, THE BUFFER SHALL BE A MINIMUM OF 5' WIDE. UJ Z o -.a I- <C o -. LL. -- o w a. CI) w "- <( o CJ) c z <( -' HARDWOODS 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATTACHHENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. PINES AND SPECIMEN TREES IRRIGA TION NOTES 1. SHALLOW WELLS. OPEN SURFACE WATER BODIES. OR RECLAIMED WATER SHALLBE USED AS A PRIMARY SOURCE OF IRRIGATION WATER. THE DIST- RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES. UNLESS IT HAS BE DEMON- STRATED THAT THESE SOURCES OF IRRIGATION WATER SUPPLY ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION. SUCH AS PAVED AREAS. WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY ONTO LOW NEED AREAS. CiJ 0 0 CiJ 'q' ...... en ('r) en 0 Ui ...... r-1 .;s C 0 % OJ ~ '0 u Q) 0. U) Q) 0. /0 U Vl '0 C /0 -l - en Cl C\J 0 - C\J 0 0 C\J - Vl +J U Q) ...... 0 c.... CL - Vl o. c '..... ~ /0 15 - u '..... r-1 .0 =:I CL - ...... ...... T c Vl (ll 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TR[ES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHAll BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 1" X 4 H Horizontal Wood Members or Approved Substitute 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF SHALL BE SERVED BY A SEPARATE IRRIGATION ZONE FROM THE LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE. SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY OR HOSE BIBB, ~::;as; " '.~, .~ i 'li', I I I I I I Driplinel-{ A 4'x2"x2" I I r" 2/3 B 8' MAX I I I Full Dripline I t.. ..I I WOOD FENCE I ..- 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT lIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. [~-I, -~-~r-c,',~ ['::--,'. ',' I. ~,'.',' :., ;" -\,-,,'--I~T'~I,"""-;'\, , [L ~LLJ;iL~~j__"'~~,L., .' il I I ,'\ I ',; I, JU . I' , I Ii'" r: ')IT'!" " 'I i , J \;, i ,1 >l ;')j( j I I pj,v~,:~,:, .__~["~ ~ ,__~=-:~~,_~-_!i: _C;Lt#~.\!'; -'~"~~'~~-"'~-'70'.~ 4. AUTOMATIC IRRIGATION SYSTEMS SHALL BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALANDER PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATERISTRICT MANAGEMENT DISTRICT IMPOSED RESTRICTIONS, 5. AUTOMATIC IRRIGATION SYSTEMS SHALL BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. PROTECTIVE BARRIER DETAIL N.T.S, 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBOR/CULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) TO TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THIS DRAWING IS AN INSTRUMENT OF SER\IICE AND SHALl REMAIN THE PROPERlY OF THE ENGINEER, AND SHALl NOT BE REPRODUCED, PUBUSHED OR USED IN Wi WAY WrTHOVT THE CONSENT OF THE ENGINEER. @COP'r'RIGHT 2002 NOT PUBLISHED L 1.2 ,J U l., 1 t. 2002 KENNETH H. ROUSH, P.E. 833366 COPIES OF THESE PlANS ARE NOT VAlJD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL '...,j ---------------------------------------------------------------------.. -------- L revision by L L L L ~ ~ klar and kla ...... ~ (1)~ ~ 8 ~ PROPOSED AREA OF CENTRAL COMMISSARY AND LAUNDRY (8500-ctooo S.FJ ~ 12'-0" 5> ~ ~ ~ arch itects in c Q) ~ ~ ~ 28473 u.s. 19 n. clearwater, fl 33761 1 N -0 Q) 5'-0" 5'-0" LLJ 0:::: ~ S> ~ U ~ tJ II ~ 9 RAMP UP 9 b ~ 01( T 0:::: u- N c:={> 0 -0 <!: II ~ 0 i? ~ - en 0:::: u- 0 4) ~ ~ -.J LL ~ U ... 0:::: r- Z W f- - <!: ~ 3: 0:::: 0:::: <( w 9 <( -.J ~ ~ U CL 24'-0" q'-o" jq 5f'ACES 0 q'-o" = 111'-0" 26'-4" 1"'-0" ~ ~~ 0" ~ 6'-0" en (/ /~ /J 1- ~ N 0 c::::t:> -0 c:={> ~ 24 5f'AC-ES 0 "'-0" :a 216'-0" ~ U .~ J I .. 0 5Z 1 ... .2 :.: ~ c 0 1 i j ~ 0 .5 I .! f I . C\.J ~ 0 0 ~ C\.J 0 i ID Cri i (\J .- .- N .- ~ i ::J .go J .... ~ '- u.. coi :3 01 l'I ~ I '0 .- <( ./ n. ::::E lJ..J ~ ./ U J 52'-11" ! 51'-0' ! 51'-1" ! 51'-0" ! 53'-0' t American Institute of Architects member firm o Roberta S. Klar 181 Steven L. Klar o ~~~,S~A TIC GROUND FLOOR PLAN AA 0002321 PARKIN6 SPACES 181 PrelTmlnary o Permitting Set o ConstructTon Set 6ROUNO FLOOR FIRST FLOOR LWER FLOORS (TYP) RAMPS 645f'ACES + 3 H.C.. TOTAL 61 SPACES b5 SPACES EA. TOTAL b5 SPACES 103 SPACES + (, H.c.. fA. TOTAL 21a SPACES 34 5f'ACES EA. TOTAL 1025f'ACES TOTAL 412 5f'Ac.ES (INC. 15 H.C..SPACES) Date: 1.10,01" 1 2 20\L: Drawn: MR/SK Sheet: Of: -.----+--- ---------------- ----------------- -------------- -------- ------- I " .~ I s I ... .2 ~ ~ I i I .. t ,; I .! f ] . C\J ~ 0 0 ~ ru ....... i ru 6i , ru ....... I ....... C\J ....... .--. J ~ J .... ~ c... LL N C1 ~ :c .. "C i ....... <( ./' n. X w f- ./' U ---- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - '- - - - - - -. - - - - - - - ~ - - - - - - - -- u U L U I IW aEVATOR, , 1= = J~ ,- I- I" bJ " = = ~ 9 = = !!: = i=: " = i=: a 9 a ~ - ~ !!: STAIR -...TO~I ~ ~ ,'--.../ ~ 12'-0" ~ 12'-0" ~ II 12'-0" L 21 SPACES. q'-o" ::: I~'-o" -.l" 1 1 12'-0" ~ 5'-0' 5'-0' '<t ONE ~y . N <j> c:{> ~y ~ ~( 11 SPACES. q'-o. :: 15~'-o" ) 9 ~ ---.:li.- '~ 11\ ~ 9 9 ~ tJ / ~ ~ / t:' l"rooU' ~ 9 ~ ~~ p1 J . r ,...., ,....., r- 11\ - / - ~~ '- ~ " ~ 9 ~ ~ ~~~Y ~ . 9 ot-I: ~ y <P ~ ~ " RAMP UP 9 II( \r c:{> Q ~~ ~ I 9'i " ::t 9 ~ / . I ~ " 9 ~ Q'" -~ . ] ~ r ,....., I ,....., r- t% I'-' 1 '-' ~~ L- ~ i ~ Q 9 ~ ~ ~ t ~ ~ ~ ~'- 26 'A" IS'-q. Ii SPACES. q'-o" ::: 15"-0. (TYP) 24'-0. ~ Iq'-O. '= , 5'-0" ONE ~y 9 6'~ONE ~y <P '<t N ONE ~y 24 SPACES . "'-0. ::: 216'-0. ~ --.l ~ ---.:'l " II IlT II I \] 9 ~ ~ I" 1111111 f~2_ ~ C -- ~ ~ rTY n r n n _. o ~:~IS~A TIC UPPER FLOOR PLANS (TYP.) ------- ----------------- - - - - - - - - -- - - - - - - -- ------- - - - - - - - - -- - - - - - - -- ------- ------- -------- 6 revision by 6 6 6 6 6 6 klar and kla architects inc 28473 u.s. 19 n. clearwater, fl 33761 lLJ u:: ~ ~ U ~ u:: <{ ~ 0 - (f) ~ 0 -.J lL. C) " ~ Z W f- - <{ ~ 3: ~ u:: <{ w <( -.J U CL ~ (f) ~ 0 ~ U Amerlcon Inlltltufe of Architecfs member firm o Roberto S. Klar o Steven l. Klar AA 0002321 o Prelfmlnary o Permlttrng Set o ConstructTon Set Date: : I' " ,.. Drown: Sheet: Of: ------- ------------ .~ I s 1 .. .2 ~ '15 f i I ~ .5 J J f J C\.J ~ 0 0 '15 C\.J '<1 i (Y) 6i j C\J ...... ...... C\J ...... ...... i ::J J ..... ~ L lJ.. N 1:.. ~ :s J 1:l ...... < ,/ 0- X W I- ,/ U ------- ---- 9 ~ II 9 "" . ~ ~ ~ ---------------------------------------------------------- -nf ----------------- CENTRAL COMMISSARY BELO~ l~ SPACES 0 ~'-o" = 111'-0" 24 SPAC-fS . '1'-0" :lI 216'-0" 10 SPACES . ~'-o. = "0'-0" 6 SPACES. '1'-0" :lI 54'-0" 9 ~ ~ II -..(RAMPUP 9 "" o ~ ~ ::t c::={> ~ 26'-4" 1"'-0" 6'-0" c::=:t:> o ~:~,~~A TIC FIRST FLOOR PLAN -------- ----------------- --------------- ------- -------- --------- 6 revision by 6- 6- 6 6 6- 6- klar and kla architects Inc 28473 u.s. 19 n. clearwater, fl 33761 w [t =:) ~ U =:) [t ~ ~ 0 - U) 0:::: 0 ---.J lL. C) ... 0:::: Z W f- - ~ ~ 3: 0:::: [t ~ W <( ---.J U CL .. U) .. 0 .. U American Institute of Architects member trrm o Roberta S. Klar o Steven L. Klar AA 0002321 o Prellmlnary o Permittrng Set o ConstructIon Set Date: Ii \1 . ~) 1....1._ l' Ll..l... Drawn: Sheet: Of: ------- _ ......._..... ... ......._ ..............""' 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" , ': 1.1< t 1 , , 'I .;. "I, :,',,'. I~ ,~4 (, , . " I t ~. .1 \'t ,,> ,1' I' , " ',_ .c' , . n.-, .' /, ," . 't ,~ /~1 '" , / 1\1 '. " r,., ^" " " r' q. ,::-) (",' ~ " " I' . L l' ~,L.'/ ":' '\ 1,1 r: f': r !it t,', r " '. '. ~ -l . " ,., .','\, ill ,\ 1 ,\ ~ ,\ e' , ,,, )~, I . \ . '~ ~ ... \. " , " , , ." ~L '.' \1 ','\ 1\ '/', . \ I., " :' ,.;: ~\ f: ' .' .. . ..,.. "II" \If" ~ ..... \ r .. IvllCflAEL BAKEf( A,S5'OCl4fE5: UiND ;)U/~Vfi'r'CRtl'f.1nd PCAN'NlRS t 1'~":I;~, lIve. !.. ..,: ,1,1 <..J: L;: <:;: . f '., ,\1- '~~~~/(.;~k'G~;~r7.;" :'" .1,';\ .-, .........._i:~........_ ~ 3 ~....u.-.-__ _-..:............-.-..._............_............-..-........-.... ,\,:'Ti.' iI-I I' riA,.' 1"107 ',::IL ,[ W! ~W -{ - ,.! ,":",J.' !~'f ~".J[' ~)r)',~,,..,'l! ';AI~,r!} '.fA! .IF A .L...~,.(!..lA dt..r~'~t.' '),.;,'\,'[ ,',1;< ~\iL M~t,J'tf( ....-.~-,-~-.-._--..._......-......_------.----...,...--_.....~_--...........~~ LEGAL DESCRIPTION DE~CRIPTION: ALL OF LOTS 2.. THROUGH 8, BLOCK 12 AND PART OR ALL OF LOTS 9 THROUGH 16, BLOCK 12 OF PLAT ENTITLED "COURT SQUARE" AS RECORDED IN PLAT BOOK 5, PAGE 53 OF THE PUBLIC RECORDS OF PINELLAS COUNlY, FLORIDA. FLOOD ZONE INFORMATION THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 125096 0015 D MAP REVISED: 08/19/1991 SURVEY INFORMATION PROVIDED ON A SIGNED & SEALED SURVEY BY: MICHAEL J. BAKER, P.S. & M., PLS #4086 DATED: 09/09/98 SECTION 16 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA LEGEND '0'0 c). EXIST. ELEVATION ^, x EXIST. CONTOUR . L , I . '10. NEW ELEVATION +10.00 NEW CONTOUR - - -10- - EXIST. STORM SEWER -- NEW STORM SEWER - NEW UNDERDRAIN I -__________ 1 EXIST. SAN. SEWER - I ...-...- I _ I ___ NEW SAN. SEWER -1-1_1- EXIST. WATER SERVICE ---~.._---- 161 z =~ S;OO ;~ .~ to- ~Z c= ~- o i=:~ ~ 1'40 Z bz ..- X~ ,~". ~@ .' .....:1: . ~~ ~ ~t; ... . M'" at ~~ :t ;:~ ~~ 2, ;S! .~~'~' >' 1~.,t, ... . " '''!- 00 h",if/,f","""'",~, 0 ",If ~~" ' \~J~ ' .,. ,\'{.,,' M . I ~ 'lC') Uz At ..'" % 0.. z ~O ~ ei; s: zo Q V~ ZGl.. :s.~ . ~: ... '^" ~ ..... " aa II I I '1 I !II 1~1 I~ \'1 /. )f."'lo I, I PHEONIX DACTYLlFERA 16' CT (NEW) 76.5 55 136 136 2 7 (f_ CLWR ~IRE STA'T\ON C[ I 2 3 4 5 6 (\ 7 (\l 11) 58 62 II) 0 (0 to '.... N ('\J "':1 - /6 IS 14 13 /2 II '5 ---- 01 If) 4 . ru IV) L..= --1 5S 7 liS II CLWR 8 7 8 I 2 3 POLICE u: I) L() <D C\J C\J 10 9 10 9 8 lD SrA T\ON ~.l fl) NEW WATER SERVICE --------- lj) 4 5 (\J lY1 128.5 - 7 6 IF. . (I. M - NEW INLET . - NEW SAN. MANHOLE C.O. _1_[1]_1- NEW CLEAN-OUT(C.O.) NEW BUILDING AREA NEW ASPHALT liS EXIST. CONCRETE NEW CONCRETE I::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::1 I . ' .', .. . · I : . """. :,.. ...... '.' STREET FRANKLIN 50 66 66.1 68,8 (.,.,.. TEMP. SILT BARRIER -..----.._. '<c::I___. [1' t.D "'- POINT OF CONNECTION 4 ST PETERSBURG OF NEW UTILllY TO EXIST. 4 50 M METER 0 B.F.P.D. BACK FLOW PREVENTION DEVICE 0 a rl'l II M F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION 8 7 6 T.B.O. TEMPORARY BLOW-OFF TIMES T.&V. TAP AND VALVE NES Comm::~r'0209 I O;awn By: ' .~. .".".~ AG.G. I Checked By: K.H.R. rf) o .', "T Issue Date: 02122/02 Revisions: No, Date Descri tion 65 136.5 TREE LEGEND 8 '* ~ * it: COURT STREET EX. OAK (43.5 135(S) 0 "1" III (51 - - eo '49. I ~ , L1GUSTRUM (NEW) EX. PALM 1t:18.3 60 80 70 If <lJ f'l"J IJ) ru 0)["11 . "'- 2 335 'i /3 6 t*-" Ii) '-" o s: 7 8 '- SITE DATA ......~I."';'~~_....I;.IIW"...u.l.i>~"""n.*"\HY. ...",.,.,. ~~ .~....... ._...........~ ~: EXISTING (E) PROPOSED (P) REQUIRED ""~I"","'.\c.d':'~,II,lJ.J...~-....u",,,,,,~~,,_~,,,'~.&......;:o:.;.;.'_,..,c."""""~'Ai..;_...._A,~..-J:.........,~,~ "~'~~"~~~"r..:a,..,,.....,,~-~. .~~~ ,-d._ .....""~~ 1 'li' ~_........... -.--" --..~.."",..~~.N.loUIt- ZONING: 0 0 0 LAND USE: CBO CBO CBO RETAIL/OFFICE PARKING STRUCTURE PER SECTION 2-902 USAGE: COMMISSARY & LAUNDRY 76,4~3 S.F. 76,443 S.F. N/A LOT AREA: 1. 75 ACRES 1. 75 ACRES ,. BUILDING COVERAGE: 18,367 S.F. 53,230 S.F. N/A (S.F. & % or GROSS SITE) 24.0% 69.6% GROSS FLOOR AREA (s.r.): 27,862 S.F. 159,690 S.F. N/A r.A.R.: 0.36 2.08 FRONT: 0' 8' N/A SETBACKS: SIDE: 0' 0' N/A REAR: 0' N/A N/A HEIGHT: 22' 601 50' PAVED VEHICULAR USE AREA: N/A (V.U.A.) 29,288 S.F. N/A IMPERVIOUS SURFACE RATIO: N/A (I.S.R.) 0.62 0.86 OPEN SPACE: 28,788 S.F. 10,394 S.F. N/A (S.F. & % or GROSS SITE) 37.65% 13.6% PARKING LOT INTERIOR LANDSCAPING: 1970 S.F. N/A N/A (S.F. & % OF V.U.A.) 6.7% PARKING: N/A 62 550* PARKING CALCULATIONS: PARKING GARAGE AND LOTS REQUIRE NO PARKING PER FLEXIBLE STANDARD DEVELOPMENT (TABLE 2-902). * INCLUDING 8 BUSES. :aiI- - WASHINGTONIA ROBUSTA 35'-40' (RELOCATED) ~ DESIGN/DEVELOPMENT OPERMITTING & BIDDING o CONSTRUCTION DOCUMENTS SABAL PALMETTO (RELOCATED) I DWARF OLEANDERS ~ ~~~~~4 ~I- _0 ..J~ -~ ~~ Ll..(f) W:) ~O ~!;2 W..J fJ'JW ..Jce: ~t; ~ ZO ~ W-I (II) ~~ ~ C(z << ~ !:Y ... 0 OOW-l ::J CI) W U. Ct: a::" ~u.I-~ fI) 0 (I) ~ ~:C~~ zO..JS:' , ~~ ~~ ~~ ~d IXORA DUFFII ~ ~ ~'~ II r~) \J: o U'U ~~ \ ~ PL^hl~ , NATAL PLUM IRl DWARF JASMINE - THY RALLIS ",'-"~r-~' '"q " \i I ill' ",'hi: il,! \ " . ! SOD A /1" .' ~ '"' ~ ./., " L JI..----t ~ .~lS~..\'~1 (~TY=v...E[6,~.; ;c:r<j I SV\JI '{ 0;: ~LE.N~ TER l~ .."u" ILEX SCEHILLlNG INDEX OF SHEETS C1.1 CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 CIVIL SITE PLAN C4.0 MASTER DRAINAGE PLAN C4.1 GRADING AND DRAINAGE AND UTILITIES SITE PLAN C6.1 CIVIL SITE DETAILS L 1.1 LANDSCAPE SITE PLAN L 1.2 LANDSCAPE DETAILS AND SPECIFICA liONS ~ <( Q w ~ --- UJ -' 5> -- o _l SHAll. REMAIN THE PROPERlY Of THE s'HED OR USED IN 00 WAY WITHOUT ::,fOPYRIGHT 2002 NOT PUBUSHED -'1' . ).I;~ MAR 2 1 2002 "{;?<~ ,.,.~' "Jft"Ho:R(ij~~';'e.NO-33366- ';'';;'"f:l'!~''COP.,'',.I,E,,','~,';Q,f,i)~ESitP,".O;N" "'5'" ARE NOT VALID UNLESS );:'" EMa9S~f:1J' WITH'i'fHE. SIGNING ENGINEER'S SEAL ','~"" ".5t,,~,. "", c'. .,...., __..' f ~<a4J ,. I). bet'H. it -€y / rtf '2,. c. ,-"Cf:. C1.1, j - GENERAL NOTES AND SPECIFICATIONS 1. ALL DESIGN NO CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE CllY OF CLEARWATER, FLORIDA D,O.T. AND SWFWMD STANDARDS, SPECIFICATIO S, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, 2. ALL ELEVATI NS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL 0 UM, 1929. 3. THE CONTRA TOR SHALL NOTIFY ALL UTILllY COMPANIES AT LEAST 48 HOURS RIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL "CAL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS AND A MAXI UM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. 4. ALL UNDERG OUND UTILITIES MUST BE INSTALLED BEFORE BASE AND WEARIN SURFACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES ARE APPROX MATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF THE PLAN. Y REQUIRED CHANGES OR ADJUSTMENTS SHALL BE APPROVED B THE ENGINEER BEFORE INSTALLATION. 5. IT IS THE R SPONSIBILllY OF THE CONTRACTOR TO USE WHATEVER MEANS NEC SSARY TO CONTROL AND PREVENT EROSION AND TRANS- PORT OF S IMENT TO SURFACE DRAINS AND TO DITCHES OFFSITE DURING CON TRUCTION. SEE EROSION AND SILTATION CONTROL NOTES FOR rDDITIONAL INFORMATION. 6. ALL PIPE LfGTHS ARE PLUS OR MINUS, PIPE MEASUREMENTS ARE CENTER TO ENTER OF STRUCTURES OR FlnINGS. PIPE MEASURE- MENTS FOR ITERED END SECTIONS ARE TO END OF PIPE. 7. EXISTING PAJ;EMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE NEW PAVEM. iNT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 8. PAVEMENT I~ THE PROPERlY SHALL CONSIST OF 1-1/2" ASPHALT lYPE S-3 COMPACTED TO MIN, 95% THEORETICAL MAX, DENSITY, ON 6" L1MEROCK BASE LBR 100 AI COMPACTED TO MIN. 98% OF MAXIMUM DENSllY, ON 12" SUB-BASE LBR 40 AND CO PACTED TO MIN. 98% OF MAXIMUM DENSllY PER MSHTO T -180. 9. PAVEMENT ICIlY R.O.W. SHALL CONSIST OF 2" ASPHALT lYPE S-1 COMPACTED TO MIN. 95% T EORETICAL MAX. DENSllY ON 8" L1MEROCK BASE LBR 100 AND COMPACTED ITO MIN. 98% OF MAXIMUM DENSllY, ON 12" SUB-BASE STABILIZED TO 40 LBR ' NO COMPACTED TO MIN. 98% OF MAXIMUM DENSllY PER MSHTO T -180. 10, CONTRACTO IS SOLELY RESPONSIBLE FOR CONSTRUC'TION SAFETY, SPECIAL PR CAUTIONS MAY BE REQUIRED IN THE VICINllY OF POWER LINE AND OTHER UTILITIES. 11, ALL CONCR$E SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH 0 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS OTHERWISE OTED, 12. CONTRACTO TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR 0 IGINAL OR BETTER CONDITION. 13, CONTRACTO SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILllY CON ECTION POINTS PRIOR TO THE START OF CONSTRUC- TION AND S ALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF ANY DIS REPANCIES FOUND. 14, NEW WATER MAINS 4" AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-90p STANDARDS, UNLESS OTHERWISE NOTED, NEW WATER MAINS SMALLER TH N 4" DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM 02241 AND D 1784, UNLESS OTHERWISE NOTED. ALL GATE VALVES TO E RESILIENT SEAT. ALL WATER SYSTEM MODIFICATIONS AND CONST UCTION SHALL BE IN ACCORDANCE WITH THE CllY OF CLEARWATER WATER SYSTEM STANDARDS AND SPECIFiCATIONS, 15. REINFORCED CONCRETE PIPE IN THE PROPERlY SHALL CONFORM TO THE RE UIREMENTS OF ASTM C-76, CLASS III, WALL "B" UNLESS OT ERWISE NOTED. 16, ADJUSTMEN S OF EXISTING INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALV S, WATER METERS, ETC,., SHALL BE INCLUDED IN THE CONTRACTO 's BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR NGINEER FOR THESE ADJUSTMENTS, IF REQUIRED, 11. ALL BACKFlL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLI~ES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBAiMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANC WITH F,D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, TEST EDITION. 18. UNLESS N<j ED OTHERWISE IN PLANS, SANITARY SEWER PIPES SHALL CONSIST O~ POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM 0-3034 A~D D-1784, THE PIPE SHALL BE SDR-35. JOINTS SHALL BE BELL A. 0 SPIGOT AS PER ASTM 0-3212, USING FACTORY INSTALLED FLEXIBLE E SOMETRIC SEALS AS PER ASTM F-477, 19, THE CONTR CTOR SHALL BE RESPONSIBLE FOR TESTING ALL SANITARY S WER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT S ANDARDS OF THE CllY OF CLEARWATER AND PINELLAS COUNlY PU L1C HEALTH UNIT, CONTRACTOR SHALL NOTIFY THE CllY OF CL RWATER AND PINELLAS COUNlY PUBLIC HEALTH UNIT AND THE 0 NER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS N ADVANCE OF PERFORMING TESTS. 20, THE CONT,CTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, AT THE COMPLETION OF CONSTRUCTION SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS~IAND INVERTS, LOCATIONS OF ALL NEW UTILITIES INCLUDING THE SANITARY S WER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF i HE CERTIFIED RECORD SURVEY TO THE ENGINEER. THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPT 'BLE BY AGENCIES HAVING JURISDICTION THAT REQUIRE CERTIFICATION, 21, IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH COPIES OF TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSllY, L1MEROCK BASE LBR, HICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION. 22, SITE CLEAR NG/STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE SURFA E TOPSOIL TO STOCKPILES FOR REUSE. EXISTING ASPHALT PAVEMENT SHALL BE TRIPPED AND REMOVED FROM THE SITE FOR RECYCLING. EXISTING L1MEROCK/ HELL SHALL BE REMOVED TO STOCKPILES FOR REUSE. 23. AFTER STRI PING AND ROUGH GRADING THE SITE, THE EXPOSED NEAR-SUR fA.CE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM, SHALL BE ~OMPACTED TO DENSITIES EQUIVALENT TO 98% OF MODIFIED PROCTOR, AXIMUM DRY DENSllY (ASTM D-1557), 24, ALL SODDI G, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTIL ZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAININ THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING. 25, THE CONT~CTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF FIVE (5) F ET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AN HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFElY ST NDARDS, 29 C.F,R" S.1926.650, SUBPART P, INCLUDING ALL SUBSE UENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED Y THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURllY DLES). ---~~--- ---- ----~--- 25. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPE(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTfCTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF" THE SITE BEGINS. 27. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILJTIES. ANY UTILllY WORK PERFORMED WITHIN 5' OF THE BLDG, SHALL BE THE RESPONSIBILllY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 28, ALL SITE/CIVIL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 29. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRlnEN APPROVAL FROM THE ENGINEER BEFORE INSTALLATION. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINllY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC.. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 30, ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR, 31, SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING, 3. SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREA MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANlY PERIOD. CONSTRUCTION IN FLORIDA D.O.T. R.O.W. NOTES 1. DRIVEWAY TO BE CONSTRUCTED TO F,D,O,T. INDEX # 515, 2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO F.D,O,T. INDEX # 104 AND 105, 3, ALL RIGHT-OF-WAY iNSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. 4. ALL PROPOSED WORK SHALL ALSO COMPLY WITH CITY OF CLEARWATER DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5. SIGNS AND BARRICADES TO BE ACCORDING TO F,D.O.T. MANUAL OF SAFE PRACTICES; REFERENCE F.D.O.T. INDEXES 600 AND 623 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. 6. MAINTENANCE OF TRAFFIC AND PEDESTRIAN SAFElY SHALL COMPLY WITH INDEX 623 AND BE APPROVED BY FLORIIDA DOT PINELLAS MAINTENANCE OFFICE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC is TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. 8. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS. 9. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 10. DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM DENSllY, RESTORED TO ORIGINAL CONDITIONS AND SODDED, 11. C,JNSTRUCT NEW CURB PER FOOT INDEX 300. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING RETENTION AREA SHALL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL AN UNSTABIlIZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. 6. MAINTENANCE: .ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. LANDSCAPE NOTES 1. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE #1 OR BETTER, SELECTED FROM CllY OF CLEARWATER APPROVED SPECIES LIST, 2. REQUIRED SHADE TREES SHALL BE A MINIMUM OF 12' HIGH, 4" CALIPER AT THE riME OF PLANTING. TO PROMOTE DIVERS/lY, AT LEAST 2 DIFFERENT SPECIES SHALL BE UTILIZED. 3. REQUIRED ACCENT TREES SHALL BE A MINIMUM OF 8' HIGH, 2" CALIPER AT THE TIME OF PLANTING. 4. REQUIRED HEDGES IN THE PERIMETER BUFFER SHALL BE A MINIMUM OF 18-24" HIGH AT THE TIME OF PLANTING, PLACED AT 3' O,C., AND MAINTAINED AT 36" IN HEIGHT. 5. INTERIOR SHRUBS SHALL BE A MINIMUM OF 14-24" HIGH, PLANTED AT 30" O.C., WITH A 3 GALLON MINIMUM. 6. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED iN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. 7. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS, RAILROAD TiES, OR OTHER SUITABLE BARRIER. WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPING MATERIAL SHOULD REMAIN AS GREENSPACE. 8. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPED TO EACH INDIVIDUAL PLANTER ISLAND, AND IN NO CASE. SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. * SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. " ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. 9. TREES PLANTED UNDER OVERHEAD OBSTRUCTIONS (i.e. POWER LINES) MUST BE CHOSEN FROM A SPECIES ON THE CllY OF CLEARWATER APPROVED SPECIES LIST THAT IS COMPATIBLE WITH THE SPATIAL/HEIGHT RESTRICTION. 10. PROTECTIVE BARI~IERS SHALL BE PLACED AROUND ALL PROTECTED TREES PRIOR TO CONSTRUCTION ACTIVITIES AND SHALL REMAIN IN PLACE DURING CONSTRUCTION. THEY SHALL BE NO LESS THAN REQUIREMENTS STATED IN SECTION 3-1205E OF THE CLEARWATER COMMUNllY DEVELOPMENT CODE. SMRFACE WATER SYSTEM REQUIREMENTS DRAINAGE NOTES 1. THE RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CON- STRUCTION, WITH ALL STORM WATER DIRECTED TO IT, AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, FINE GRADE THE FINAL TWO (2) INCHES AND SOD, CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AS SHOWN ONI PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING, 2. THE RETENTION AREA SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTllY IN PARTS OFF SITE. 3, AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON- SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES, ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE- MOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PERCOLATION OF THE STORM WATER. UNDERDRAIN AND FILTER MEDIUM SPECIFICATIONS 1, THE FILTER SAND SHALL BE HARMON BROTHERS 20/55, OR APPROVED EQUAL, APPROVED BY THE ENGINEER, AND MEET CURRENT SWFWMD AND D,E,P. RULES. THE FILTER SAND MUST BE WASHED (LESS THAN ONE PERCENT SILT, CLAY, AND ORGANIC MAnER) AND HAVE AN EFFECTIVE GRAIN SIZE OF 0,20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMllY COEFFICIENT OF 1.5 OR GREATER, AND A PERMEABllIlY RATE OF 0.046 CM/SEC (0,09 FT/MIN) OR GREATER. IF THE PERMEABILllY RATE OF THE FILTER SAND IS LESS THAN 0.046 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE RE- QUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT is RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED PRIOR TO PURCHASE AND/OR DELIVERY TO THE JOB SITE. 2, THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM 0 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMETER PERFORATIONS !PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135. OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. 4, THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. TREE PROTECTION AND PRESERVATION NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIPlINE OF PINE TREES AND 2/3 THE CANOPY DRIPUNE OF HARDWOOD TREES TO BE SAVED. IRRIGA TION NOTES THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRIGATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS. THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BEITER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLiED SHALL BE EQUAL TO THOSE . ,NUFACTURED BY RAIN BIRD OR APPRO'/Fn EQUAL. 5, SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED LABORA- TORY ON GRADUATION AND PERMEABllIlY SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL. IRRIGA TION NOTES (CONTI THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONS/BIUlY TO PERFORM A SURVEY (ACCOMPANIED BY THE ENGINEER AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED, RUSTING, CHIPPED, SPLINTERED, OF A TEXTURE NOT MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THAT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUAlIlY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBIUTY TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NlOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGE AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENTS ASSUME NO RESPONSIBILllY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS UNES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURllY WIRING SITE UNDERGROUND MECHANICAL INCLUQING INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBILllY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY THE ENGINEER AND OWNER IBEFORE BEGINNING THE viORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL WORK AT THE CONVENiENCE OF THE SCHOOL SO AS NOT TO DISRUPT CLASSES AND INCONVENIENCE STAFF. IT IS THE CONTRACTOR'S RESPONSIBllIlY TO SCHEDULE WORK PROCEDURES THAT ARE NOISY, CREATE ODORIFEROUS FUMES, OR PRODUCE A CONDITION THAT WILL BE DISRUPTIVE AT A TIME WHEN CLASSES ARE NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING(S). THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SCHOOL SCHEDULE OF DAILY CLASSES, BREAKS BETWEEN SESSIONS AND HOLIDAYS, AND USE THAT AS A GUIDELINE FOR PLANNING DISRUPTIVE WORK PROCEDURES, NOTES TO THE: CONTRACTOR 1. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP- LING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT HAS BEEN ISSUED. 2. IRRIGATION NOTE: IRRIGATION SYSTEMS SHlALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION ANID MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPE TO EACH INDIVIDUAL PLANTER ISLAND. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS IUNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. 100 % COVERAGE MUST BE PROVIDED. AN IRRIGATION PLAN SHALL BE SUBMITTED IN ORDER TO AVOID DELAYS AT THE TIME OF THE CER- TIFICATE OF OCCUPANCY INlSPECTION SHOULD A NON-ACCEPTABLE SYSTEM BE INSTALLED. 3. TREE BARRICADES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATIONS. AS PROVIDED BY THE CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. 4. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926,650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE, - A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER, 5. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, 6, THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. ~~ 00 '''f .... :I ~ ~ ~- o ;::~ ~ ~Q Z .-...;z , .r( ,.... ".J; CC x~ , ,'!~,~ 1C@ ,:\1:>, ~ ... Z ,\,~~ ' · C> U ! ~~ ~ .:.~ ~ :J.:.i v,' ~ ;:: :c "&~ 0" ~ ~ ;~'!~' .-...;. ~~~' ~ : "y ~ 0 "-", ~ . 't' " ~ Z" a~ <C(M Z 0.( Z ~a ~ ei~ ~ :co Q v~ ...et. .. ~~ <4!( ... """ .. ~~ . ~~ ~(t "f1C o~ MV NES Comm.: 0209 I Drawn By: A.G.G. i Checked By: K.H.R. Issue Date: 02122/02 Revisions: No. Date Descri tion I I ~ DESIGN/DEVELOPMENT o PERMITTING & BIDDING DCONSTRUCTION DOCUMENTS I, . (IJ Z o .... ~ c( o -- LL t8MI (.) W Q. tJJ W ~ .... (J) ..J :> .... o ~~ ::J::> -0:: ~I- u.. (J) W::;) I $lo >- ~Cl W..... (J)m ..JC(: :!:: CO ~\J I() 2:0 I'- W-I (W') ~O ~ ~~ 9 :JW ~ }Jofij9 :;:) U) W LL ~~ ~~ C) ::r.: z ~ ZO::i~ S2a:~~ ~:)~UJ ~::C~-I 0... 0 u. 0 ,SHAlL REMAIN THE PROPERTY Of THE ED OR USED IN ANY WAY WITHOUT r' :'.~~eP)'RIGHT 2002 NOT PUBUSHED .:p!;:;r4.c..:._ 1.2 '~:-.l / ~ / ~ 01 .<~ ,>; '-... - , ,. '. ,-, . '<T ", ~ UEq~~/, ;l_,_, -'~ ~ ~,~ W1tl" if - -. - ;0', ,,'. '?J~ ~C),' " I; , <, ,-I "-.1: -r- ,,', -;.~ ,- ~ I. -;.,,:-'~'---- , '1 'r',',:" (3--' .-. -,.... ,fr"'--' 0 '~. tfII"!.. r "; ,--- -'-., ---- ," ,~ I t. "~'" ~ i".'~,',: " ,:,.,."';,"",:~'/"'!'J';.'\,:i':"y,~"",~<,.",,..t,~, ..-'''~~ -.~."..~;i,',-.'! :...,'. /~rl". '~..._, ;.1--1, \ .:.-~ ~.y~ -4-':". ~':, 4.........:... ,._-.-i""I,.....-~~'-_._"r:-. _..~- ,... ~". -.- ,'"" -- (,~'''''- 'r' .'~-'- ,....,.._)',,'1-1, '...)..,^...-.----i.!/:!.'.~i'. J. 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' ':'''' ,.1 1\ ~ i i ~ i I , !~ t '~, ~ d " ~ 'f II it ~ ..,'~ ~ )j I 1 '1 n ~ ~ I ~ . i ~ J ~ ' , ~ I: ~ · a ,~ ,j , i~ i J I I j"l I I w: j. I" ~ j I I i . . .f .. :< ~ I~ S' ~t ".If '" ' . Ii ~ .~' t '. a ! I ~ NES Comm.: 0209 I Drawn By: AoG.G I Checked By: K.H.R. Issue Date: 02/22/02 Revisions: No. Date Descri tion / / / i * j I Ji i i ~ ;t i;I j A 11 ^ , I . j ~ Jf j >> ~ ~ / ~..t~~"t",,:;, .or :'''' ,.\Ii" '" i i I . i I I I , I I '';,.1 ,..," ( .,;.,11' ,A;'I.""I"!."_' .,.,' ';'".1\ ".' . ~,.~.~....,,,,~-,,,!;;....~~ '_"~~' ",J.'.'4.' H,~."..- "....'1,. ',"_.", [' I , I : ; EX. ~ ~ " .' ,t ," , '~.....""...., j I i .... ..,\. ',...,.w.l>-1 .....:.....1,. ";C<}o ~"...s. 4 ~ " I 11".1 I i' I j II . ~ Ii ' 11 .i M . . " '-5-: E~.Uk~ ~ ~;J (:~:1 [, I~~ ~, ., .,~~ .. !i ~,,1... I. II' '" , 111 i r r~l ' I, L' ~ ~ i CENTF1AL ENEr1CiY PLi\NT ~\I i: II :' ~ PROPO~~~:~EW BLDG, l I! ;'11:1!: . ~ ~J I ;~ , ~j ~ 13 """"'""'" L",,", r- ~;~ " 21 I . b~__M."$~'"~~~)l III', · "~ 17,5" 0 ~~// /' /~L" , ':~~~~...~-~,~~~.~--__~",r".-"""-' ' 11 ~ f'."., a ~,~ "'I 1161 FLAGPOLE ~A lb''''':';;:';'':''''<tl$,tt-lli. u I 1: 'ii I 1 j ~ 2410 '( ," ." I "; . oil d ~"~'_'.""~'~' .....,." ll,"""~~''''''""i'''~'-'' ~_, '-"d..;,...".... ,', ~."'.,......"..,."',."" ,... '.'" .",,-,t"''''' III!l _ - _ _ - - ~ -~--.----r ~~~~~ _~..,..~~"':~~:"~::~".:._~ ~ ~.....~~~~ ~.. ~~ ,_~- ..... ",. ~',~"""''''.~~'''_ m~ .... ..~""'..""""""" "'... n ."'''-.....'':'''~<."1I ..,.. _m.._ ~!tW~~"':"'_~. l-e ~'~, (J,"-I ;, _ - - ~ - -S'Aw-cur- - - - -I-~--:---;----:-----:--::;:: ," <1 ' ~'-7... . ".:: it <I;:: 12 '. ..' 'I ') \ ") I' t ':'6 ;4 " ., ) ~ .,'. - i' .j:-' ~ t; ~ I' . , '1Q1" · I' v . . j '.. , ' " " . ,~~" ',,'. ~) j, ~'... .. EX, ASPHALT ~ 4 ,'."..". 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DEMOLITION NOTES [ili REMOVE & REPLACE EX. CONCRETE SIDEWALK. OJ] REMOVE EXISTING FENCE. 01] REMOVE TURF BLOCK. I)}] REMOVE SIGN, [B] REMOVE EXISTING IRRIGATION SYSTEM. 0] REMOVE EXISTING CONCRETE DROP CURB. ~ REMOVE EXIST!NG FLAG POLE, IT2] REMOVE EXISTING CLEAN OUT, [j] ~ ~ [!] ~ OJ REMOVE FUEL TANK. m IT] m REMOVE TELEPHONE PEDESTAL & WIRING. LE END REMqVE: DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. REMOVE ASPHALT AND BASE, REMOVE TWO BOLLARDS. ABANDON AND REMOVE EX. SANITARY & WATER SERVICE. REMOVE ANTENNA BASE. ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGNS, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO MIN 95% OF MAX DENSITY. REMOVE EXISTING SANITARY MANHOLE. LOCATE EX. SANITARY SERVICE FOR RE-USE WITH NEW COMMISSARY & LAUNDRY. REMOVE OR ABANDON EX. GAS LINE, COORDINATE W/ COMPo GAS. CONCRETE - ~~~~~~~~H ! BUILDING OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F,D,E,P. AND CITY OF CLEARWATER. SCALE. 1"-20' m RELOCATE EXISTING POWER/UTILITY POLE & SERVICE. [1] LOCATE EXISTING WATER SERVICE, MARK LOCATON AND PROTECT FOR RE-USE AS IRRIGATION. [i] REMOVE EXISTING CONCRETE PAD, [[] REMOVE EXISTING BUilDING, m REMOVE EXISTING GRAVEL BASE, ~ X REMOVE EX. INLET AND STORM PIPING. REMOVE AND/OR RELOCATE TREE, '...L 24''1 TAG# FROM TREE INVENTORY. o 10 40 20 , .. Ii;'" " z;t~ ~.~.~ i~ t ,,~~I~J I- ... Z .~ ,~ ~:: '.: 0 .. 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L._ L L_ L L_ L 1_._ L_ L_..l_ L_ $; ~ =l=ll=cLLLLU t t~~t 9 -Lfc! i tt~Lid~ktt?ErLLL~~LLLcLLLLLtt~LLLLLtLLt=tcLc:l1c1tLct I Ii L L L L I I ' ,I _ L l___I_.-'_-'_._.I..J..J..__ L._.l_ L_ L_ L_ L__ LJ__._l_J..._ L..L_ L_. L L_ L L l_ I ~I, ~ ._ l__ L_ loo_ L_ ' it ASPHALT 26 x 65 X2/20 o ,., \ " \ . x~ 26 x 44 ):: -- () I I ~ -'\l- 10) -0-; ~O) 2;> I ,--- 1 . . 9 ~ I. ~ ~ '-2 o X \0 C'-.j I ~ I w.J r;1.~~ XV 0) ~ x (.0 "-i . -p I I _ ~2:'R~8~ ~~. . I I STORM _ GRATE 12" ReF, i MAN/-fOLE. INLET -- ~ /1 # ST6 #C8 ! ~ ~.__.- ~P.C. MANfiOLE , ! ~6 61 26.8Sx-x / FilM [L == 27.20 ' . MH DEPTf1 == 10.9' I SUPPOR7' 27.16 ~ SANITARY I POLE / I x27.29./' MANNOLE .! ASPHALT ,/ '. . ~ /I SA3 I I ff I .1 CRAT(' I ! 26.76 // ,./'~/NLET 27.42'! ~~'J I /,/ ./ # C6 i r;].SY ~_ _ _ I ~:J~v 748.95' 27.18 I 10 .+-~ .- 26.86 ~6' - cv 26,91 cis 2/'58X I 47. 7 HW- . .. ---- - 2 7. 4~ ~ 0 P::i1if! _/ / (TYPICAl) , - . T f.., , . ~ I ~ 5: N 04033' 72}J [~ r{ 726.73'(M) ~ ~ I t5 I B I I . 26 45 - (j ; ~ I ~7. 06 -. 217t~7.11 ~ 27,09 - '\ \~ l, i~ ~- ~. ~ ~1!~ /. ~ ~~ /~ ~ _ xC\J a 'S( h p~ Cj , lLJ IQ 10' ,_ ...-:., _ _ "::" __ _ _ _ ~ ~;. t)j) 4' J _ _ . t':'26.i ;633 _ _ _ '" . .... .... ... .-----:.-- -2623*--------------'---2-6-:6- I \ I h6.14)( r .. 5 i3-fi59 '07 VI '26,~7> I RAIvfP 740. 88 WALK I \ - CONCRETE I I '<>.. ~~-.f"5. t;~~_-!iA5--t;"5--&;5--f,**26.!J'7--tj~" M'2nN__ ~~tr:S03)( 6AS~ I m(jff-.5A~--fjAS- GAS "G.. S-";"- G..S-.,G.,......-..., . '. ~S,." c;j] 5,97 l\M 26.55~ ~-4 -~ ' 25. 71 'j,~~.,. . .' ..... ' ~? _L'- ,,_ ~-4 .+-__~_-~o ____~'- __.___)( __XOHW--=::=~'!.:...42 x-~95 _~~__~~37---=-=~=-~_--~-- W..;..-.------- '. ~ '.' ..--~ _ _ _ _ _ _ _ _ _ _ _ _ _ ~.:J- - .-:5'...;- _ _ _ _I- _ _ ~~!l.i _ .J.-\.J~ _ _ '-J:J:J'M ':"'~Q,{I 25.14 25,41 I ~~. I~Lcl ------------------------------------------ _ LET i-NEW VALLEY GUTTeR CUR NEW VALLEY GUTTER CUR I C13 - S 1\.I_I_I_i_,_'_,_,_I~-~~-'-1 I-~-' , _ ~~~ '----,-,-I-~-:.:_~~- _ ~_v__ '- - -- - -^ ~.,.,- ~ '"' ~? ~~ 1: ~ ~ ~ i~ _ ~C) If') 1(.0 r-..: - C) C'-.j I. ~ _ C) .r:: I C) () 1< 1 , .26.87 -' .., 212 x 21.02 . ...- (~ '() II ; I I ,.,,, ,PROJECT J LCl,71 BOUNDARY ---- I 26,99n CONCRETE I RAMP x ~f--.-: "l/) I~ ~G " I~ ~CS PROJECT BOUNDARY 6" CONCRETE RETElNING WALL CENTRAL ENERGY PLANT PROPOSED NEW BLDG. 11,228 SQ. FT. F.F. ELEV. 28.0 (27.26 lIX.n .J. _ _ , -U 0.5' CONCRETE CURB ~ --NEW "- V WHEEL STOPS I I I $;-.J ,,~ 1 I ~ I~ ~l/) ~ "'3 : IcJ ~~ I I~ I ~~ "w.j 1-0 26 x 59 - 5 040.33 I 72" W 85. 10 '(M) DEMOLISHED (PRIOR TO SURVEY COMPL [TlON) i: X8 (.Q f'-.. \(j xC\J () - - - - - - ----- - - - - 26.74 26,86 ~\ l' 25.60 25,14 PARKING METER ----------------------------- EXIST, 6" WATER LINE EX. FiRE HYDRANT _CENTERLINE _ ~X-- _ 1 --~- 1 - Dx'- - -roX 1 " '.'" '2.H~.. NOTES: 1. FACILITY' WILL HAVE NO PROCESS DISCHARGE TO SEWER SYSTEM. 2, FACILITY' WILL NOT REQUIRE TRASH COLLECTION. OWNER WILL REMOVE MINIMAL TRASH TO THEIR OTHER FACILITY'. 3, NO OFFICE IS PROPOSED AT THIS FACILITY'. SA~nrARY MANHOLE No. DESCRIPTION ELEVATION No. DESCRIPTION (FEET) SA 1 RIM 26.28 S INY 12w CLAY 17.74' E INY 12" CLAY 17,SS' WINY 12" CLAY 17.66' ELEVATION (FEET) SA6 RIM 27.11' N INY 10" CLAY 2 1 .OS' S INV 10" CLAY 21.03' E INV 10" CLAY 21.03' WINY 10" CLAY 21,01' SA2 RIM 26,72' E INY 12" CLW 16.90' WINY 12" CLAY 17,02' SA4 RIM 26,52' N INY 12" CLAY 18,62' S INY 12" CLAY 18,78' E INV 10" CLAY 18,90' W INY 10" CLAY 1 8,64' SCALE. 19120' SA8 RIM 26.19' N INV 12" CLAY 18.64' S INY 12" CLAY 18.78' E INY 10. CLAY 18.92' 20 o 10 'ii~ . 40 . " Z - Z Z ~ .. a. Q Z ~ .. I . I~ ~ I~ I 6 C5 Q: Q: -j ::::! ~ ~ 0) 0) \(j C'-.j x (.Q () I~ ~ ~ 0) \(j C\J 1-114"G I ~ ::) (,) lJ...J ~ ~ ~ ~ <: () (j . C\J z ~ > ~I~ .. Z ~~ J ~ $~ ~~ -C~" ~ ... ~Z ~ llf- o -~ 8c ~V\ z bi ~ ..- ~ xt ... ~@ . 0.:1: ~ ~~ ... M.... % .... Z iiI .....:J ~ S:c ~ ~ E~ ~ ~ : o .,. M I W\ ~ At-. ~~ o~ CCA ~- ...CC ZO ~~ .... .. eGei ::c.. ...~ ::)~ ~~ ...... O~ M\I NES Comm.: 0209 I Drawn By: A.G.G I Checked By: K.H.R. Issue Date: 02/22/02 Revisions: No. Date Descri tion / / / / 6,95 lLj <: -. .-J es f-.: ~ (j I D,) D,) \(j ~ ~ CI) ~ ~ 8 DESIGN/DEVELOPMENT o PERMITIING & BIDDING DCONSTRUCTION DOCUMENTS l[') ........ ~ 0) ~ f'-.. \(j "-i ~ C'-.j X f'-.. IC\J 6,64 h C'\j Ix f'-.. C\J $; '" -- --------------------------,---~ LIGHT POLE & GUY ~ '" I SAN/TARY MANHOLE ~ # SA6 j-~_I-(S) ~ f'-.. () X ~ C\J, z <( ..J Il. W ~ ~ tJ) -I > - o ~I- _0 -I::) -Q: ~I- LL.(/) W::) ~O ~t3 W- U)uj .J~ ~>- 1-" <0 20 In W.J ~ ~e ~ ,;r:Z C ::)W i2 1--....0 OOW-I :::)U)Wu. 0:: LL tt: .. ~Ol-O:: fA UJW ,,:cZ~ ZO~~ -O!~o: ~:::>>Zc( ~':tO~~ , u.. 0 . 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I I I DROP-OFF AREA f'... .-.. sf. ~ . . ~f"d'JJ ., .";" \' ,... ,"J,,~~'14Y - "",)r.". -':'C t.." ~~'1 ':"'-1 . ,'~ :,'v _. :"! ..1. "''''~'l~hie OJ . 1ft' ,,",itl, jot ~ \'~'~~"f it ' o o o 1J. 1./ .:... v='l o o o o _ --ll EX. STREff PARKING TO BE PURCHASED FROM CITY ! ! ~j,.l'...."..\ t"\:.~ "".t'.,.; ;' ~('\ , ~"'-;_......_-~........_. yr"'''"'''"' / i ! ....-..-., >- ~~ j v, I I ! i , " . ;1 " \ ! I I i I ~ U ::l' ~ 8 ~ U lkO ::> 0.. w lD ~ 0 2 52 ~ 8 ~ ~ , ~ ! , ~' ~ I I . fI) o Cl o o o CJ o I I ~I , ~I . ~I z I J . NEW 18'; SToRM - 7f @ I i" I , FRANKLIN! STREET . ...~., c-'" ",., :."'... ". ,.;, " / c21:j ) I ..~.~:"",. ~, ';,,;, I. " '-, I ._. __m_~1 ~ ;.'.",'., . ~~j''''.';~J '. -""~ ..-.,..~,..' -'. >.,....,'", .0.",,,,, -...... _""""? .;...."'.".~.. .."..'..... ''',''.n', i __.' l~_:, ..,;"~ ". ,.". ~" ,. . ~ ; , .~ --L' -- -- -- -- ----- ----------- II1I 1111-1 -- I1I1 11II 1''''- '''' ~ : ~ I I ~ - FUTURE 4,000 SEA T I : I CONCERT HALL : : I ; ~I I I PROJECT ----' BOUNCW?Y I - I L_ I _ - - . ""J 1111 ~ 111I 1II1 1I1I ... .~.. - - .. ., PE"~,:' I I I J I I ~i I ..~ I I Jtj> ., J, '.'. '. - . '.... ''-''''''-'. .'.04 I J ~"::"I .". .'. I I 127 +127.83 ~ I ~ I I I I @L- M~~ 24' -', (-)'1 J r~ ~T' ( . , ...... ..~,........._,',.'..... '1 I \"":. -~.._-..--....._-_.... . '.;r li-""''" '*id"t.'N'\ML~~GiImIi~~.. .L;'\,!\'j;i' -, Z ~~ ~ R 00 ~ ~ %~ ~~ ~ ~~ 2 hft\ · '^ ~A Z bx ~(~ xi Vi ~:~ ~~ ~ (0 ... ~ '." ~ ... rI\ % ~ ;~ ~ t:~ _~~" ~ Sf ~ ~ .~ 0- ~ U\ <t " A~ Z .~ - 0 Z ~. Z Q oCt &t- .J L\1 &( A. ZO C. ~~ xW" 4. ~ei ..1 Z... 1-. . ::.~ ~~ .. .. <( ~ o~ V fl\U . - -- ,*-~', ;.r' ,{',~I ~f:"~ ~ - ~i ,,-" ~~ \ . .: ".~l,i!l;~.::,,:"{,"~!j;.,c{i\I#. ."' '..', r!; .'~ II! .:dJ>.'~~ " ,)f M tnt' "'it. . t ~ I l~ ,{'r. ,~ ,"" , ""'it ? ;> i'4:!'i. Ip Ii ~ i~;;.~d:;:~H "~~r; }.{'! ~ "lI,;l'1 ";'~"'l ~;~~~i~t ,,~ ~~, : ~;;t, ~\ ':r; .!".>ai ~.~ ',I ""~"it'~":1i,;"Lt: ',' :"~" . ,,,i'l/'"l",' I t>l;" ~'./.r.~if"!l '~',...~';h:~", l~~-.tjl,. t ,liC,.,' ;. ,j, NES Comm.: 0209 A.G.G K.H.R. Drawn By: Checked By: Issue Date: 02/22/02 Revisions: .. No, Date Oeser! tlon ~ ,.'OC"-_'_',,,,,_,=,, .-.c:o:. -,- ...._-'--'....'-....--"_.,....~.~."".. __'..,__.~...",,_~'.-_..._; =.''"'' .~., '"\..,- P&k~' ,.. __'" ~,I~~,:T~~'t..,,;.;;..., ".__ ...,_~\..~.~_ __"11~ r'~ _,_ _.__~__.,._.. * PBII.O 27,1+ 24' ~ .,_: 'r '.',-'" 1..... J)]~I~' rr S '- .J ...J i , ~t i SOUTH LOT i 1 It, !' ~"., ~ ~ I, . I ! I ,. -! " , j ; ~ DESIGNIDEVELOPMENT o PERMITTING & BIDDING DCONSTRUCTION DOCUMENTS PARKING STRUCTURE 53,230 SQ. FT. F.F. ELEV. 28,0 i=ti ::i=' -~ ~I- U-CJ) w=' ~O ~~ W-' (/)W ..Ie( ~>- ...e" zo w-' 00 ill I- ~Z :,)w 1--...0 OOW-I :')(/)WIJ.. ~LL~ti' ""O"'W tJ) en..... ~:cZc( ~O~~ ~~Zct ~:;)<(uJ ~:t:~...J D.Ou..O ........._"'._~-""..~-."""""'>_,',....'ll:..",.."-',~"" --- --- ~ i ! ''''.J'' ) ,L.., ,j r "'(1 ; ~"""~1";. - ~~'" ,. ~,.t#i"~ ....,.. ....."... ..._...'"".,._.,--,~- fJpJ&l6ll11~Dflfc ~eAL. "__~..I.u.'''_,_ _~, __,_ -''"''__n.-...,~......, a.'__ _ _''''''''.............--_..,.''. ......'.. "_"_'--'-"-''''-~'' -"...-.') ~"q"'f;l>''' I I .......( '., : ; ; I, ! I . I .: ~ I , ~...,"'.,' ,-,.. ~ L I (" f i ~ ....",.. t ,.' I ~ <::-1 . \1 .... ~'~,.L.J I ,I! . ,! . \ ;'; r t I' OR 1CIPC (0 Ii) '" M ('I) <( c fi 2S.O+ PROJECT 8O/)NDItRY z ~ c. w ~ <( Z - ~ C ~ W I- (f) <C :E CENTF1AL ENEFlGYF;'LA.t'i r pnOPOSEO NEW tit [id '_;;8 S:...' ,~ - _:: r .:;~.' I . ' j" lr. ~.~ r""-l' ~W~-'l JV<1"",'>=-.._.......-'~....~,~.,,,.lit....,'!.~/:r.(~,'~'t. ,~~.) '..: '.'. Io,ll;:f..."'-1",Jm 1";:1 ~'~_". ~ "~..,'_.,~"'-"~.'~Mr L...~,,,,_...~ LS..~l)-'ilt;~.' - .,.. ~ ."'. . ...-...."..."."- -~'''..-.~i I' I 'IIo...<".,'""......."......',......,..'~_....'.-.-......V..A. ..,,<., -." "~'-..........""~...,., t-Jr .' n'........... -~:t'tJ,.::. .Y ., ".~ ,"-"<=.:!l=::-.~:..~c;:;r'. \ i'" f....IrCi1-,,"", _ . :I<I:~ ., ( J, ..,~:;,~ iI' - , SCALE. 1'.40' 40 C4.0 ..mY.I!I !I iUlI -A' .. ~'ti>> I : , f ~ 5 I ~ I ~ : ~ I ~ : - I , : , ~ , -"t'c-:u~;.. -t1t..40.:-1V", "",~......,.. ~ E . ~" "... '.L,.,'.'"~",,,., "c. ".~ ,',..., "-",, , ,1/; f j I ; oio<(".,~~...s .o1'...'...J'!/."ilt-Jt"",., \~) ~f I ~ I ~ I i J :t!, j,~"""'-r';';".'''''''''' ~J0f41,~ I:~.J;,J ~{;J;.t'~ ~o;:"Il;t('~ ..If.t.ail ~.V:,.::. .,f.:iol ~_ :~~._...."Ja:Y_~:(,.' I~.'"" I -'---"1 ," -.' " . -- ~ J.~ ~-.. ._-. ,'''' ;ol,l._,..... ..... .. ll.tt.III K-". C'::,~ ~,..., reM ~".", lj'.--~ ..cd! " . . I 'A" .:..'..;, ,...~ ;:~~- ~ '~ ... 'iJ~ ".., :~"'J :~ l- I 1 .. ,,;' " ;:,.~ ,..:"~:..:."':~""',... It 'j) J J .' j u . ~ " ... "I /.1 t f .l h ~ ;j I J i i ai ~ i: '..' \'f ~ l j ; i I '.' f i Ii 'l..A., ,k..',lo. ~ 1 k,' " , r ~ '" , ~ I "! 1 ~ j " ~ . ~ ....C\'.... ..4. ~... ,l1':t.11' .j... 'J< ~,'._, ~'':,M.'.:rii.-.\.'''' .:".... :.1>-.:.1 ..I;i,.,) Z.,.c ~ ~,~ ~t,~,\ , .. f'" ,': :~.:'1tri :",;15 ,...." !..... 't.,-,.,. l,'''' '.."' 1-...' J. i,. i!'t ~ ... ! ;,I.),.. ,:w.,~ .;.d:IJIo;~" AJ(""; ",.;t, ,,~>, '-i:\', </ It d ~ ~ ~; ~ a ~ " J J ,. ,>t Ii 11 i " J j ~ ~ !ii 4 ;~ . ~ ~ ," " .. j c~. ;{.'-<t,. ,,':'.';;1 :1;, :! 1,'; J! j ~ il ~ iIi' f ., I, I ,f , ~ i n ~~ J ':":...1 (.:, ;". ~ if ,~ ~ "ii' -:t ;,i, { t .1 ;.r .Ii " f, ,;I " g l l! 1 ~" ~ j i'l l " r~; ~ ,; ~'I, r";" f 1 ,::-~. ' 2 11 '~"'",.. ... ',' '/-. :;' it 't '; l"""'i., ' tJ-~, .-.. , '.. i k.J if \" i', ~.'"... C iI, ~~:,''',.J ,J .; ,,,_ ! ,~, : i'i* 'cl < ,',.',...,;;,,, i...';i1.!';'_'",_'-,'.,~ ,;.,,,~ "';':'_'::" '.", \',,~, ;.d.'.,... :,. ".f.' -.I \.:/'~ ~'...f '"',, (l'~' :~~.-~ ''-c',~ <, .,,~',. :'_, I{'~':' fi) Q:: .:) (,) . ~ '-'-0::: I L.I.j (,) ~~ (,) C\j ,f$ "'.:i:l: ~1,..t:.;,~'<./;;.;.- ~;;iIf ",-i;i r ' ).1'""".,_ I I I I "... "'I '. -------.-.--.-..-..- t::"I~'\{. ~lI,~- -",~'~iitt I ,W&:\ P \ \ 28.0 ~ N ....- . . . . . I . ;-----,....;;-~ I ~ I . .. v ~ b \,t.'l' .;~:';L;~/ ;5 93 ~l:~ 25 81 26,50 NEW 5' CONe ~\ :' ,', SpEWALK . JI) ;~:.::; ? 7 ,)'1 :~i~i'~ ;~~\ ~"" '",. - - - - " ...... z:~.~ ~!-........ ......... ........ ..... ...... .... T' :~ \, ~, , I I \...J \', \ I, ~) 11) \\ \ . :~ ?,.-: I' \ : i, '. I r~ i \ I i '.,U -r'~ 'f c- ':r Ii.' --) 11 'r c' , ::,l))s; ',t-II" I ~1{)"1 ',':, 1(0 \\~. ;< ,'; I" < , 1 ", , 1\, r/ 'u C ,I.' ., ;i, I . :1;, ...: ,." , I , I I I ! I I' . r: .'~r i 3: f! I:; ! II I I'. i ." ' I, ~, I I i I . ., ~ _r. '()""f~.v-._---.--., ....-- - -- --- ;-- --~-;;; '~:"-:"'- __ ._- _"'7-_ -_-.:::::.:;;:-- _ ~ - .,'-','r"" I :-.: ,/~:' >:-, )' 6" .',~",:~ A" If' ,6 :>_ SIL T BARRIER (SEE DETAIL) f /'. .:. \-- '" 12' 12' .. PROPOSED AREA OF CENTRAL COMMSSARY & LAUNDRY. 9000 S.F ()() OJ c: C/) m (J) , , (.<1 ;1 ~ << ~~~"'\"~:';-II~'" o.',t't~, .....i).J ,'l..~,,, ~~.::'v-=' I ~ ~ 4 iI1'l'\..!-;~"'-:L.'i.~'>>'U:i'J1: [t1:fi :IIi,ft a1r.t"":{~*,L:t'!J.i'__~j..:tr'.;.(i.., JJ.'. -ll'!lllR .;l.t~~r.<::O.t.:i)~:.tl!,:,{~~ ,~'.;_':..t~.'ih':.:i~\)b,_..dd ~.:iIll f;1ro1A 1;::;jJ~' Ji:~~'f;;J.',""io.~ ::..~ \t~'. It it , II I ,. II I ilt I II II ,. i'" oJ , .. " '" J ~ , I . :: to, ~; : :~. II ,.- Ii ., ii, : II .:~, '. I". I" 11"'[ .1 " i-,:,j:::.;l&-il:J.L.:~'.;.t:..~:_'.;2l.~Jllt:;tf,UAi'.r'l1l@'~,v.it.JliiAlr..-. ~JI-' 'hlf,. .i.lIrIC~~~'l'.i~~ $A !iid f~.;;t:.;"t':~,...,:.;;i:.t~\~~ll ~:Jl' 1$~\. " 1 :;' III '.:" ,1 .- EX. :5' ALLEY TO BE VACA TED . APPL/CA nON PENDING APPROVAL. ill ~'4>;.4 i'~'lJ~~~..",-~~f>":':..r:,l.CJc klLd i&;::Sij :.lV~~~~~ ~ lED ~~":LfM'~:t-':Jd b...., ,::ft~ ~J(l':.';:!{~.t.<;:d'';...i.,*iI :i.iiJ if~t. " ) II , . II I II Ii ~ iii, 'I ...~.'i., }'-"/I j,.-.,:.F1lM~,,;~jJd..,,'"~..; PARKING STRUCTURE 542 PARKING SPACES 53,'2301SQ. FT F.F. ELEV. 28.0 ,,~ ' :'-i:-:lll lttr.Jl ~iI-"It;i:.t.~*, :..;(..>Ii~e:<:.",! ,~.I! ';f~.;jj .u;:t. ~i' .;;'.,;,:J.(~~'_..'l.~;S:'.:,~ ""..I'~ ;1-",,' ~1',.'.;..1l<:~1.:t;t.:.i,~~fa.,.,''''~ ..I~.~. ..1~ ~':;;"I~;.~1I':i,; .\:':f:'k_.,!\Il!' ,~',. ~,"J~7 ".':1 ''cO', I.n;:li'.:I~€1-~.":'^:ili~:.:~j;t::.. k~ n, t' tJ 27.6 275+, 28' . "ACE OF WALL VSILT BARRIER!I I (SEE DETAIL) . I I .: . NEW 36 L.F. - 36" PROJECT j~ BOUNDARY ---- m I Ii I .: I . I I I I I +127.33 VJ ~ ~I 1-. ~ : /pi:f\~~;;RO; .,' ~ I I @: STRUCTURE I : TOP 26,6 ~ I II :. INV. 22,0 ~ I I · -.. I : ~ I I 4:1 i NE W ~ I ': OETENTlOu <: I l: POND ~~ INEW 38 .F., 36" ERef,. ;;;l\ rOB 27. 7 ~~ @ ,12~% : ~ ..:'8 23.0 TO~'~: l- - .'! 230 " iNV. 23,04 I :+. NEW 152 L.F. 6 1.!/2 _,!o,O% 24' +..............................,...... PROPOSED BRIDGE OVER DETENT/ON POND 27.1 +\, l..-_.. 24' ~ , " " .' ~,.. ......,.,-,-"'>.;-~'t""':,,!"!"'_."'.i-H"!!'iI'.~~.:- ,cj",..." ,..,-...."" ".' -u.,tt; .-:, , .~~..... ...;:",..,W-' ..-......................-.-.-..........-.......... -- -- --- NEW 7,5' CONe SIDEWALK ,~:r- n;~, :~"I\ 'c', ~ -,<<;-if '.."..~ '1i~("!_ ,,,"0<1 t'.', " j:"l ~Jt'_~ ,~\:.,1 ~w !l.l;l! ~4,'" ~)1 'i;.;,,,- iti..Jt'l It'.~ ~.:". i';i;.,' v.'.. NEW VALLEY GUTTER CUR ';Owl; ,"t'M ,.IIl,,,, '''~ ,':f>:',~ AUtJ! ,?.... r:-A ~ :ii~!.lli jJ~ !~,::. ,t..,.~ it,\,tN. ':~'~ .IWi:D 1,),,* ;,;;,;;;{ .::~ NEW VALLEY GUTTfR CUR .;;i'-'S '~A;S ~!f~~, Mtil ~ ~~ ~'~ ~ ,,,::a: UM t.1IM .~ a"t.w ...:;r;,.... l'A.;,(f; ti;~l~ ~r'* ,'~l" r.(!:,-''I1 :...11 ,;1'..... i,,:i.ft Jl:,;'j tll:,;;iii ,-t..\Af .:.:J:t.t.< ~.,;-:..- )I,..."'} :.)8< ~',Ar '~;",,:..\I ,~\.. .._,f~"'" t."y,- ;"",ol."" ~',,1 (i.iI<' I;:L':I:, ',~,,",,, l~l:U-'i !',1i~'. ,II'''''' -..~;".~ :,.::. {-( '1& rn .,~ i'S a, ~~ J' ~ '.~ '" \t"" ('''''~,,'','~'' ~~;.'I ~ ~ ~. ,~ \;'1 ,~\ f.-, ~'. I..'..r. ,1<1.1 'r~,," i,.' ~ r , . A.!_I.. "",'" ":, ,.',;,"',J~ j, I. . ..~, . .:~, ~,', , ..~ rl"'" ",..,;f, '~\~,.,"".,l,.~.~"'~, '"1:.' ,"~..,,'~ rI<1,.'.,~," , ~.,? t'''1 ,'''''i ., i, . ~~i " j",,.' P'o-. ..... ,.!t.. '.J....,_" d'1:a,..~.."'JtI ... ~."."..J~.,~iOl _ '. i.J.J)~ Ul~ ~~.li. ',J lJ'..., , 'Jl,jlb' ,;' ;~cJt e;U:\ ,",firM "~. ...I,W .*,,14 '~\,,:j t~ iI SIL T BARRIER r._._..._..__..__~..--..-(~~~~~:L~_~....m.....__ ..~_....__.....__.......____.....~~.~,', .._-,~~-."~"t~!L.. ! I +27.1 ... --..,. I IT "--. I' 'I ----<_. -.-:~JECT 7' --'"--. ...........(27.1 : I BOUNDARY I~,,' ~p . ~:I.".1 ~,<,'.,' 'f I!It,'.,I Cr~:I~~~J,~.)r :~;OA ~~ E"~:D~ N EN: r~ ~/Y tt~ ~::;trr i , r i t r ,~.). L II' [} L I.... '_'4, I. ' I. .ob.~~;~i4L . '. i. , . I V. ::::::':::f_~ '::iJ)-_'lJ,' rjl~r"~'b!"'~~ '1_ ,_.J .. ; ':'"'' "~,,',,,,,,""~,,". ....,. '"" "",,, '"!s'''''''';d."",,"''';z..,,,,~:~ : ~.Idt.a:.\--~'tjii."",~."'i'!.:(::,--{";;a ~"-'li,* ...:-..i: ;..~" il':~___~.:,..}f;.jJ,,'f1.; .,tltll ",'\'.,>~ >~.iI'J;~'(~::i'4;~,~;~;-'ii :...c; ,It ,~ fl ~ ~ f'; "~ L_J L-~n__~"_"~"'="~~'~r~?" ~Iu"""'''' ,.~i~"" <"".~..")~",,;,, ,'..."..,,~.',,'. ~...,,'''',.',.,,'' "",,',""" ~':""::)'~.:?"..'l_.Ai-',li'"';';:~~l!..;l~'" &:aI' i.A. (f1/.;&;'Ci~-;.IUIf<.:~. ha ~lJt :'..i:..JWt,..n';;;W,LldJ~.4i.l<li, !!:~-6 (;...'1$ t.:~~~-1K~'.:~ i.:~.d'- ,*...\ Jtd:::..~/:!{-~1.l\:~wi.12..H"i :':.Jj-* i......... 'iir;'~':'"".:!..J<:",_~ J~~. ~j,,;Jf "'~.:'" . . C:N"'~"'"'. ,. "'.......~"" .',~, .........uo.>'.... . ..' ""'.,,""'~'... ,',,~,:, 4......~''''~ c j '; ~_c__.,n . .~' .., .-...".., \ r' \J .A,.d ': ...,,; ...:. -., .'''-'..''-' '-;f - '.""::";0:'.: -'~, ".._l___ ------ ....-.-. ~ --::." :-'.^")'f" 1t~ ~ ~"~ . ..../& ;jij ~ <Ill '- ~. _ ),.... t "'~ ti.t1tl ~~ 'r!l'f:lt ~""". .t.v.:!;" ("!~..~: c~~ \.t..t ,..llJ.J ~l'I# ,'",,; -Oi1o.'ioj. ,i.l!tJ HJ. r"-4 ,~.~ Wv'"u.', IiU.s :l.....;N ,[~i: ,::(.\.rt; ,,^ ~,.. i.:\~1 ,~~ ,',".iW t~ lilt: ~1t.,j,\i 'J"'>~", l' ~ ~~~ \, ,ii',.;;' :'&.1' .",. .< ~,,-,;: ~.:,;i;J .~.'''' u'il-;jJ ',';''1-1I MI'.'"" "....~. . ".~ SANIT ARY SEWER STRUCTURES STRUCTURE TYPE TOP EL INV, El. cv EXISTING MANHOLE 26.15 17 ,87 fE) EXIST 19,94 N) EXST 19,87 NW) NEW 20.67 (SE) NEW 20,67 (N) NEW 21.50 (W) NEW Q) 27,00 SCALE. 19120' NEW MANHOLE INDEX 302 INDEXES ARE CITY 'I:' CLEARWATER 20 '. ::.ilI._.':';:':_':..;c_,-L.~_~~ .-...../~,.,:!: ~'-:;;...;~ .r ."0 'c l-tl"./ It:, ~)~.' I I '... I i iLL" ") ,~:~l I ~\>ll~ Z"-:~~:'?' . " , ,~~~""'~ [T~ ("'"IL\;i"",,~,~ , I ~,~ '....'<\. i ,.,:pi.' ie" r '~r,'~,' '4~ j .. ""1 : i I"~, ' ) ,. ' I,. ,J . ~ ;" '" J ~,r: ," I .', :::. -"'-1 1,' . ' . ' : I 0 I 'I ~ It. ~ ,''''''' ",,,,,,,'k!l'." I' ! I I :~;: If:: '", ' I >; '~i '. J ;; '~; I < I i';. I .. E!~~'''~'~ :. r/~); <1.. I ,,' I' , ';' ..~..~, . ") ~~l~,~,~ : I I I I I I : II 111 i I (. " l. I ,; , ' '.,.1.."., ~"I I : I I, 1 .,. .! I I ; ~ I liL I I ,'i.~' I ~. ~ ;"" .. ':;' ( .. -,:-l: / ~:: I~ ", ;,(;1\ '."" ',,.,. .>t" ""'"1 ,..ut Wi. <t.... ,.. lC, ",". DL'u~ WAg I ~1 ,... ~ ",w 40 . " J z ~~ g 00 ... 'P \t .. .,,, E- .., Z " ~- O -" ~tt ~ .... 0 z bz ..( .... ~ x~ ;.. ~@ . 0.:1: .,~ ~... ~ t:: ",W 'Z "f Z lY "..:.i ~ ~:( % M~ Obi " W - > ~ Ii ! ! , Vi \,~.J c:" , , ;> 01) o 0. M I 11\ ~ "z Q~ .'" Z o. Z ~Q oc( M ii ~ :to Q U~ %r.d.. oc( tal fS ... :c to- "<it( . ::;) ~ ~~ ..,<e( o~ MU NES Comm.: 0209 I Drawn By: A.G.G I Checked By: K.H.R. Issue Date: 02/22/02 Revisions: No, Date Descri tion ~ DESIGN/DEVELOPMENT o PERMITIING & BIDDING o CONSTRUCTION DOCUMENTS ~I- _0 ...J:) -IX ~I- LL.tJ) W:) ~O ~~ W-I U>w ..JO:: ~>- I-C) CD ZO I.() W..J to- 00 ~ WI- <C ~Z C :)W C2 1--...0 OOw...J :)(I)wLL ~u.. ~ .. ~O~~ (j) C/)W ~:J:Z~ ZO:J~ -O'.:~O:: ~::)Z~ c(:X:~..J f1.0u..o rr Iten .. .. if' Ire, -" "'< z ::'i 0... W t- - U) U) W - ~ - ..J - ~ :J c.!J W CJ <( Z ~ C I C) Z -.. C ~ ~ C4.1 NES Comm.: 0209 1 Drawn By: A.G.G \ Checked By: K.H.R. t POST OPTIONS: 2"x4" OR 2.S"D(,6}.4. WOOD; 1.33LBS.jFT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F,D.O,T. SPECS. OR EQUAL EXIST. GROUND 4 PLACE GREASE SKIMMER. 5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S). RETENTION BASIN ~X. GRATE INLET HC11 ~27,10 GRADE STORM PIPE(S) DIRECTED TO RETENTION BASIN ~ 24,00 .' . 8" MASONRY OR APPROVED 6" REINFORCED CONCRETE OR 6" PRECAST CONCRETE :.-,. I, , POSITION CONTROL STRUCTURE AT THE TOE OF SLOPE ;, .. DISCHARGE PIPE 15"~ RCP OR HDPE WEIR 0.95' LENGTH CREST ElEY. 24,50 EROSION CONTROL tAS REQD) BOTTOM 15" RCP INV. 22,00 :' . ',:: PRINCIPLE POST POSITION, CANTED 20' TOWARD FLOW FILTER FABRIC EXIST, GROUND ;:::..~' ~,; ;':. ~~.: ....~:'..:~,.,..,~': ~:. :.'!:.'~; 3 CONSTRUCT OUTFALL STRUCTURE AND DISCHARGE PIPE. PLACE EROSION & SilTATION CONTROL. SEE SHEET C1.2 AND PLANS, 2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN WITH PIPES. 6" UNDERDRAIN PIPE INV, 22,00 6" CONC. BASE SLAB (MASONRY STRUCTURE ONLY) SILT BAR IER DEl AIL N.T.S. CONTROL STRUCTURE N.T,S, RETENTION BASIN / UNDERDRAIN DETAIL (1) N,T,S. NEW SURFACE (SEE NOTES 1 & 2) EXIST, SURFACE P/l SEE PlAN PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4: 1 MAX) MEET EX, RETENTION BASIN 1 ' . IX) FILTER MEDIUM 6"PVC ..-' (SEE SPE~S, UNDERDRAIN FILTER SHT Cl,2) (SEE SPECS) FABRIC L W/PERMEABILlll' COEF. IMPERVIOUS MEMBRANE (30 MIL) OF 0,20 CM/SEC AT ALL SIDES EXCEPT At OPENING. (DO NOT PLACE MEMBRANE ALL SEAMS MUST BE WELDED AT THIS OPENING) WATER TIGHT PER MANUFACTURER'S RECOMMENDATION. NOTE: NEITHER #57 ROCK NOR FILTER MEDIA SHALL BE COMPRISED OF LIMESTONE, L1MEROCK OR OTHER CALCIUM CARBONATE AGGREGATE, (SEE SPECIFICATIONS SHEET C1.2) NEW ASPHALT AND BASE PROJECTED SIDESlOPE AND BOTTOM OF RETENTION BASI~ T;> /' BOT. U "./ SEE UNDERDRAlN DETAIL FOR DIMENSIONS RETENTION BASIN EXIST, SURFACE .,~ COMPACTED GROUND TRENCH WALL (PROVIDE SHORING IF REQ'D) 18" OPENING I.,,',.' : I. VARIES-1 LIMIT OF SOD REPAIR OF PAVEMENT NOTES: 1 ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY , SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH" EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1- 1 /2 ASP~ALT F,D,O.T. TYPE S-3, 3 BASE MATERIAL SHALL BE PLACED IN 6 COMPACTED LAYERS , TO 98% OF MAXIMUM DENSIll' AS DETERMINED BY MSHTO T -180 LAB REPORTS ARE REQUIRED, " 4 BACKFILL FOR TRENCH SHALL BE PLACED IN 12 COMPACTED . LAYERS TO 100% OF MAXIMUM DENSIll' AS DETERMINED BY MSHTO T -99, LAB REPORTS ARE REQUIRED, P/l EXCAVATE TRENCH SEE PlAN SOCK PLACE SOD 1/2" BELOW PAVEMENT FIN, GRADE PRIOR TO SODDING POSITIVE DRAINAGE (4:1 MAX) MEET EX, FINE GRADE RETENTION BASIN PRIOR TO TRENCH EXCAVATION. COMPACT BANKS, BERMS TO 95% OF MAX DENS Ill'. 2 EXCAVATE TRENCH FOR PLACEMENT OF THE UNDERDRAIN AS REQUIRED. 3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT OF UNDERDRAIN. (A COPY OF SOIL REPORT MAY BE PROVIDED IF REQUESTED AS SUPPLEMENTAL INFORMATION ONLY) .. z ~t ~ e ~~ ~~ -<C ~\J , =:J! o -~ e< ~'^ z b~ ~ ~: ~, . -.'" ,.1':; .. ,.,..... ~E .,... ~z 'lilf'.:.i i=::C ,...~ 1:). ~ ~ ... ~ ~ . % o .~';; ~ w:.~ ::'~:I: . 00 o l> M I 11\ ..0 U C,.. Z ,.= Z 0,. Z ~Q <4 Me! ~ :co Q v~ z lti ~ z~ ... loa.. ""'-c · o~ ~~ ....,. o~ MV . REPAIR OF PAVEMENT CUTS N,T,S, GROUND TRANSITION A T THE PROPERTY LINE Issue Date: 02/22/02 Revisions: No. Date Descri tion COMPACTED GROUND N,T,S. 4 CONTACT N,E.S. FOR INSPECTION. DET AIL (3) N.T,S. DETAIL (2) N.T,S. 2' L.EYU l.s~o~- \ . 1. MEDIUM BROOM FINISH CONC. WALK r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' LEVU VARIES (SEE PLAN) .j SHOULDER I SLOPE 1/4" PER FOOT Iii SOD ~ -. '. 14 ~.. . " . ' , J PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING ,-- POSITIVE DRAINAGE . ...N~ COMPACTED GROUND EXIST. BASE NEW BASE NEW SUBBASE EXIST. SURFACE SAW-CUT EXIST. EDGE OF PAVEMENT & BASE NEW SURFACE ~ DESIGN/DEVEL.OPMENT DPERMITTING & BIDDING o CONSTRUCTION DOCUMENTS ~ PLACEMENT OF SOD AT PAVEMENT N.T,S. C,O, FLUSH w/SIDE SLOPE COMPACTED FILL OR UNDISTURBED SOIL PAVEMENT TRANSITION DETAIL N,T.S, CONTROL STRUCTURE (J) ..J - <( I- W a w' ~ ~ UJ ...J -- > - (..) WHEN SIDEWALK IS TO BE REMOVED &/OR NEW SIDEWALK IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. NOTE: PROVIDE 1/4" WIDE CONTROL JOINTS @ 8' O,C., & & 1/2" BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDEWALKS, 50' O,C. FOR 5' OR GREATER, BAFFLE NOT SHOWN FOR ClARITY 6" SOLID PVC CONCRETE WALK DETAIL N,T,S, CONNECT 6"PVC UD TO CONTROL STRUCTURE; IMPERVIOUS MEMBRANE TO BE WATER TIGHT @ UNDERDRAIN AND AT CONTROL STRUCTURE 6"PVC LONG RADIUS BEND PLACE CONC. SLAB/WALK 4" BELOW FLOOR ELEV. EXCEPT AT DOORS REMAIN FLUSH, EXPANSION JOINT SLOPE AT 1/4" PER FOOT 10: 1 MAX. SLOPE SOD NEW BLDG, NOTES: 1. PROVIOE 5'x5'x4" THICK CONC, SlAB UNDERDRAIN SYSTEM ISOMETRIC (U.S.I.) CONNECTION TO BE WATER TIGHT @ MEMBRANE BonOM OF RETENTION BASIN IMPERVIOUS MEMBRANE w/ WATER TIGHT SEAMS FILL GROUND AROUND BLDG, TO 3" BELOW FIN. FLOOR ELEVATION & SOD MAX. SLOPE 4: 1 MIN. SLOPE 2% . : , . . ,,~ . . , N.T.S. . . 2. CONFORM TO ABOVE DETAIL FOR PLACING WALI<S AT THE BLOGS, R TENTION BASIN UNDERDRAIN CLEAN-OUT w/1B"x1B"x4" CONe, COLlAR FlUSH AT SIDE SLOPE, TOP OF BANK GROUND PREPARATION AT ALL BUILDINGS PLACEMENT OF CONCRETE SLAB AT ALL BUILDINGS N,T.$. COMPACTED APPROVED FILL 6" SOLID PVC w/90' LONG SWEEP ELBOW CONNECT MEMBRANE TO 6"PVC WATER TIGHT (SEE U.S.!.) 6"PVC UNDERDRAIN N,T,S, ILTER ABRIC ~ fiLTER MEDIUM -.' .<or" /'f' ~;,~r'.J..~~/ ".;.;, THIS DRAWING IS AN INSTRUMENT. Of: $ERV1C~ ANO ,'$IjAU. REMAIN THE PROPERTY Of THE ENGINEER, SHALL, NOJ.S( ~EP,RQDli.Cro" P4J3u~iiC OR USED IN AN'( WAY WITHOUT THE CONS T OF UtE ,~~, .,~,>~ ,!,' . './ '~~;rCOftRIGHT 2002 NOT PUBLISHED ,.,;' of"~"'/..i"~~';l}~1'.,,";..,: '1'.,# ~ ';~.-"."~ .,,:~.'I ;--:r;;(2 ' ., . ,Ji' , ',',,.. .w~, " (,'-:-,',.,.~'.,.,}",'r".'P(r,~j!..~"i ..., :""",':', ?t:~~,~;.~,,"',..,:iff, S r: ,~,{:. MAR 2 1 2001 '. T~"':.:y'1. 'l,,~, -,,' j :/,- ..J.;"<f' ! . "'::'" y-.;, , .,.. JIo )>,~, KN'NE-Tt+~B.QUSHr~€.#-3-3-366 , c,i',f;.<~'co~ifs> Of; tHESE '.PtAN, 'SARE NOT VALID UNLESS , ". EM80SS,E,.. O. WtTI.r, THE SIGNING ENGINEER'S SEAL ,(, ,', . L IMPERVIOUS MEMBRANE UNDERDRAIN CLEAN-OUT N,T,S, ~I- .-In -I:) -Q: 01- ~(I) W:::) ~O ~(; w.... (I)..J W ..JQ:: ~> ....'-' U) 20 It) W..J ~ ~~ ~ ~Z C :JW 52 ~-I-O OOW..J ::l(fJwLL. ~LL~ci cnOfJ)~ C):cZ~ ZO::J~ S2CC:~O:: tC::)~~ C(:I:~...J a..OU.O C6.1 ~--~-- ." "', ''<0.,. ,.~~ ; : "" i thiiI ,[~I,h~l'1-0.;-t, , ,.-'--! d.. I I '-Ii, - 1 'tc: I ~~ I ~ 1..,- I I I 1 i I ... I I I ~-.,-t _..l _ 1 , ~ I I I - 1 ~'; 1 '" I z I '-I ~ -- ~ .. I E<I 0.) -~ '0:: I x I X ...../ _ L' I I I 1.1., y't ..... ..!._--l..,~,;/_~... 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IUIi II'cil ""'" \i(:~:~. 1&i4' - ,*,1:" .~" '",' ..'."1 tf'.;,;,,'; .-iIll <:j.\:.) :.,,~~ 11: "'" G;.,i,I ~.--U .'...,~ \ii',," """ """ - .." .'i'}14 111'.'" 1Il-..~ all.~'" jj\~i\ i\.~tl) iIf~1 )ii.',W, -li.4,I ",", if"" e:,~tl': lb.'liI: ..... l';,,:rl'.\; !.tAl l\\.'~ '''l/j,',i ,,>> >II, ..~ ,"ill - *"'" -, .,' " , TREE LEGEND ~ * ~ ~ ~~~~~1 DWARF OLEANDERS L1GUSTRUM (NEW) IXORA DUFFII ~ ~ II ~ u PHEONIX DACTYLlFERA 16' CT (NEW) NATAL PLUM ~ j ..; DWARF JASMINE SCALE. 1'.20' W~.., 20 0 10 20 40 WASHINGTONIA R08USTA 35'-40' (RELOCATED) THYRALLlS l1.1 SOD [ill. .. ... ~.k ILEX SCEHILLlNG SA8AL PALMETTO (RELOCATED) I ~~~~~~.'.~~~,~~'" ~~~~~~:~~~.>~,~..-rhJi~:~:~~~!.:~~:"'.~~~r..-_1~.:..___~__ ,; ~~~~~:" F:, .~~~:_:-2lt".!~~~~.~~~~ir 1~~' ; ...JI DlV - .... ---._-~,-..~. 81T AT MAN~GEMENT AND IN PERMITS. HAaITAT MANAGEMENT AND/OR LANDSCAPING PERMIT IS REQUIRED FO THE DEVELOPMENT OF THIS PROJECT. APPLICATION BY THE CO TRACTOR SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE fiE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL OF THE SITE PLAN p~f;N. GRANTED. 2. ALl.. EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- TH OLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TA LQW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SI DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO PR lECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. S U~D THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR ER SIAN IS CREATED, THE AREA SHALL BE RESTABILlZED WITH SUITABLE MA ERIAL. ' 3. ONCE fiNAL ADMINISTRATIVE APPROVAL OF THE SITE PLAN HAS BEEN G NTEO, A fiARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE B RICAD~S HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RE EASED TO THE CONTRACTOR. T EE PROTECTION AND PRESERVATION. TR E BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. REE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE RE UIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PR OR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PE MITS. THE LOCATION OF EROSION CONTROL MEASURES ARE SHOWN o THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES SHALL BE RETAINED WHEREVER POSSIBLE. IT HALL BE REQUIRED THAT PROPOSED IMPROVEMENTS (Le. BUILDINGS, W KWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE AD USTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SE SITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SH ULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A INIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE WITH S ITABLE GROUND COVER. NEW TREES SHALL NOT BE PLANTED WI HIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN SHALL BE UTILIZED WHEREVER P SSIBLE FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN D ONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, o GANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, Z NING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL A ENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING SHALL BE PROTECTED FROM VEHICULAR MOVEMENT AS REQUIRED BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BRIER WHERE POSSIBLE, THE AREA BETWEEN THE BARRIERS. AND DSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. NEW LARGE TREE SPECIES PROPOSED FOR INSTALLATION OR R PLNATING SHALL BE A MINIMUM OF 10 FEET AWAY FROM BUILDINGS, SI N, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER o STRUCTIONS IMPAIR ITS NATURAL GROWTH. 5. NEW TREES PROPOSED FOR INSTALLATION SHALL NOT BE IN CONFLICT WI H PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- M NTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE NT OF SYSTEM FAILURE. THESE FEATURES SUCH AS WATER LINES, M ST REMAIN OUTSIDE THE 5' X 10' OPEN SPACE FOR PLANTING. 6. SOILS WITHIN PLANTER BEDS SHALL BE SUITABLE FOR PROPOSED P TED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL S RUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL NEW LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE #1 o BETTER. 8. ALL REQUIRED NEW TREES MUST BE A MINIMUM OF 8' HIGH, 1-1/2" C L1PER AT TIME OF PLANTING. 9. ALL NEW HEDGES SHALL BE 24" HIGH AT THE TIME OF PLANTING, P NTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 1 . WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE P NTED IN A PERIMETER BUFFER, THE BUFFER SHALL BE A MINIMUM o 5' WIDE. RIGA TION NOTES 'j 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED W TER SHALLBE USED AS A PRIMARY SOURCE OF IRRIGATION WATER. THE DIST R BUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO C UNTY OR MUNICIPAL WATER SOURCES, UNLESS IT HAS BE DEMON- S RATED THAT THESE SOURCES OF IRRIGATION WATER SUPPLY ARE N T AVAILABLE. 2 IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGNS SUCH AS L W TRAECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- P ICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS T AT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS, WILL NOT B . ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY o TO LOW NEED AREAS. 3 HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF SHALL BE S RVED BY A SEPARATE IRRIGATION ZONE FROM THE LOW WATER NEED P NTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL A Y PLANTED VEGETATION AREA BE MORE THAN 50'. FROM A WATER S PPLY OR HOSE BIBB. 4 AUTOMATIC IRRIGATION SYSTEMS SHALL BE OPERATED BY AN I RIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE S HEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS M ST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALANDER P OGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATERISTRICT M NAGEMENT DISTRICT IMPOSED RESTRICTIONS, 5 AUTOMATIC IRRIGATION SYSTEMS SHALL BE EQUIPPED WITH RAIN S NSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION C CLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS o CURRED. , lj - ------~-_._.,----,--_. "-_....__._-_.,-,.*._----.~"_._., . ,...._-_._._~ .. . .... -"'.__._-_.._--...._-,._..._,--,-_.-.--_.~,._----_.._--,--_.-----.-"--------. :"ll IRRICiA TION NOTES ICONTINUED) lJ[Ri~~ ~ ~[}:{1[RiLl1J~ [P)[L~~lJ~~@ [D)~lJ ~~[L~ THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS. THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD OR APPROVED EQUAl. 3- Minimum Mulch THE IRRIGATION CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION, THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER. Existing Soil ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA. REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY IS REQUIRrD. SHRUB PLANTING DETAIL N,T.S. CROWN SPREAD S :r ~ ~ CONCRETE CURBING ___________ ASPHALT PAVEMENT . ROAD BASE ~ - -.. ~..._._._.._-'_....._------------_._- -. r NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLtTE GROWING SEASON. Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shape. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White Swrveyor's Togging Tape, 6 Length 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree on~ Set At A 4S'Angle With ;5- fI 88 Duckbill Anchors Or Equal Mound To form Saucer 3" Minimum Mulch Layer Remove Burlgp from Around Top Of Boll Plonting Soil Mixture TREE ST AKING & PLANTING DETAIL ADJACENT TO OR WITHIN V.U.A. N,T.S, NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. XERISCAPING GUIDELINES t CROWN SPREAD for Cabbage Palm Installation: Trim All fronds at Time of Digging and Planting For Washington Palm Installation: lealie Insrde row of fronds Tie up with biodegradable twine 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. ..... .c 01 'il :r: .:>t. c 2 r- 3. GROUPING OR ZONING IPLANT MATERIALS BASED ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. ... c J! U 4. THE USE OF SOIL TESTI:NG TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE, PEAT AND COMPOSTED MATERIALS) MIXED WITH EXISTING SOILS WITHIN LAND- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. For Cabbage Palms: All Trunks to be Smooth and All Bum Marks Brushed Away For Washington Palm,,: L.ave 011 boots on trunk 20 Layers Burlap Pod at Support Contact - No Nalls In tree Wood s: 8 :r Wire lie ~ 2" l( 4" Broce (Yellow Pine) Spoce Three at 120' Typical Remove after one growing season, 2" l( 4' Stoke (Yellow Pine) Three feet Long Remove ofter one growing season, $Qucer Rim Finish Grode 3" Minimum Mulch Rootboll~ 16" Minimum Radius rrom Trunk Provide a minimum S'x10' unobstructed planting area 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION, PALM STAKING & PLANTING DETAIL N.T.S. TREE STAKING & PLANTING DETAIL N.T.S. 8. LOW-MAINTENANCE DESIGN. TREE & SHRUB PL,ANTING DETAILS lJ[Ri~~ ~~[Ri~~~~[D)~ [D)~lJ ~~[L~ 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED. BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIR:ST FEW ROWS OF EACH BASKET SHALL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATIACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST BE SLOPED (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. L 1" X 4" Horizontal Wood Members or 6' - 8' Approved Substitute ~- .,.- ---.-... ... .-...].-.----- l-._...._...~l~-:J 4' . .;. ..~~~=-.~:.=-~Z:-~..~ I C~.:=-_~~~.~ [:- ~~::~~::t:.. 2" x 2" 'i-m_u_uu '_uu_ IU---[,' ~::'~~.. J lJ J U U 4. IF ON SITE SOIL CONDiTIIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. Barriers Placed at Protective Radius 213fd', drlpllne lor hardwoods 16'mln) full drlpllne lor pines 16'mln) . . . . 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. TREE BARRICADE DETAIL N,T.S, 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) TO TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. ~\ A : 3'x2"x2" B 12" C 4'-5' o 1 "x2" 2/3 Driplinel Full Dripline RBBONBARRER\ PROTECTIVE BARRIER DETAIL N.T.S. / NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON, Remove Dead and Injured Twigs. Trim No Leaders, Retain Natural Shope. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White S~rveyor's Togging Tope, 6 Length 3 - 12 Guage Galvanized Wire$ Spaced 120 Around Tree an~ Set At A 45'Angle With 3- 1/ 68 Duckbill Anchors Or Equal Remove after one growing season. Mound To form Saucer 3" Minimum Mulch layer Remove Burlap From Around Top Of Boll Planting Soil Mixture PINES I I I I t-. I I I I I I I I I I I I I I I I I ...1 I Full Dripline WOOD FENCE / 'v,. ~A-~_ ~ o ,,\! ",", % fII!I ':; ..1 @ ,> II'" '..~ .,. ~. .~. ,,'~.2 ~ ~ .,~tj~;~~_tv~'r'":'f;? ''f:;/l'' ,;.y~~;>""i':'i" - ~ ~ ",~";'~;:'11:,,";,, ~i~!c '~ik,j,'~L \ ' . o DESIGNJp~YA=~RrM,~NT ~ PERMlrr~~~~t:~R)PJ?ING ~ON$TRVOI~,R1;I~~YMENT~ ~;,.:';';!3?~1';:.fit';::~_~;"',t:: en z 0 ..... !;i 0 - u. -- 0 LU ~ rJ> w CL c( 0 UJ Q Z ~ ..,c:.,;.'t~~""':'_\-C'.f';'.;:-"c;"r,.. ." . THIS oRAW1t-ll,'I$.,~.tiSfI8Lioo.6F ~SERVIctAND SIW.l REMAIN THE PROPERTY Of THE ENGINE"ER '-",AN,. Q., ,:SIW.l,',., ,,'NO, T~,'BE'R"tJiij,,',.,OOUCED. ,'", BUS, HE,D OR USED, IN mY WA,':f WITHOOT, THE CONSE' '~., N · . "'. \ J . 'i cr~IGHT 2002 NOT PUBlISHED ~ ;:{:'_(~1 ('.~ ,'." :~,~_: ,1~. ",~~;,,~ I' ~. ':\' 4" . U/.~ - f,:"~\Cf/(".',';",:,#~'.,:'Z','? li3E/s?:' AAAR 2120i'~1) '.. ',. I/, ,: <' : ::". -; .: . Ul. , .', " ENNElH=tt.=ROVSH,=P;E:=w33368 ~ l' ' ,:! '" "'- 'J' " ,,;t,,~ " ;., j I ' . . ~ - " ' . C:OPiESSPF "THESE PLANS'ARE' NOT VALID UNLESS EMBO=EOWffii THE SIGNING ENGINEER'S soo. \; I')