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Home My WebLink About2001 10 22 Public Hearings C Winter Springs Town Center Development Plan .1 COMMISSION AGENDA ITEM C Consent Information Public Hearin2 X Re2ular October 22, 2001 Regular Meeting MGR. P----' /DeW:: <.: REQUEST: Community Development Department presents to the City Commission the development plan for the James Doran Company Winter Springs Town Center. PURPOSE: The purpose of this agenda item is to present to the Commission, in its capacity as the Development Review Committee, the Staff's DRC recommendation for the final development plan for the 15.08-acre James Doran Company property, located within the City's Town Center, at the northwest comer of the intersection of S.R. 434 and Tuskawilla Road. APPLICABLE LAW: The most pertinent portions of the 3 documents that relate most directly to this project are listed below, A through C. A. TOWN CENTER DISTRICT CODE: l I. Intent The City of Winter Springs seeks to create a town center based upon traditional standards for city building. In February, 1998 the City of Winter Springs created a plan for the town center through a design session involving the community and a team of design professional. This Code is based on that plan. Traditional urban design conventions have been applied to create a pallette of squares, parks, and street types that form the framework for the town center. These conventions are derived from a number of sources in planning literature. ... Should any conflict arise between the provisions of this Code and other local land development regulations for the City of Winter Springs, the provisions of this Code shall apply. To the extent that this code is silent where other codes govern, they shall apply. 1 Public Hearing Item C October 22, 2001 Page 2 A. How To Use This Code: . . . The images contained in this code are meant to demonstrate the character intended for the Town Center, but are for illustrative purposes only. The accompanying text and numbers are rules that govern permitted development. B. Review Process Applications are subject to review by the Development Review Committee. The Committee shall have authority within reason for approving all aspects of site planning and exterior architecture, including aesthetic appropriateness, environmental implications, traffic impacts, and any other site-specific matters not delineated herein. B. August 1, 2000, AGREEMENT BETWEEN JDC CALHOUN, INC. & CITY OF WINTER SPRINGS Page 3 of 15 (top): ... JDC agrees to permit and develop the project under the terms and conditions of this Agreement and the Town Center Code. The final site plan approved for the three phase project shall be in substantial conformity with the Conceptual Site Plan unless otherwise approved by the City during the City's Town Center development permit process. The City acknowledges that the layout of the Conceptual Site Plan is generally in accordance with the Town Center District Code... Page 9 of 15: VITI. Adoption of Town Center District Code. JDC hereby consents to the adoption of the Town Center District Code and its applicability to the JDC Property subject to the terms and conditions hereof X. Diae:ramsr'Illustrative Purposes On Iv". Except for Market Square Parcel, Hickory Grove Park Boulevard, Hickory Grove Park North/South Extension Street, Main Street, and other components of the Town Center expressly agreed to in this Agreement, the City hereby acknowledges that all diagrams and graphics within the Town Center Plan and the Town Center District Code, which are depicted on JDC Property, are for "illustrative purposes only" and are intended only to illustrate the intent and 2 Public Hearing Item C October 22, 2001 Page 3 concepts of the Town Center District Code. Nothing in this section shall be construed as relieving roc of the requirements ofthe Town Center Code. C. First Modification of Agreement This modification addressed the reconfiguration of Phase I, due to storm water management issues. CHRONOLOGY: · The Town Center District Zoning Code was adopted June 12,2000. . A City Commission Workshop to discuss general issues pertaining to the Town Center was held on June 19,2000. . A development agreement between roc Calhoun, Inc. and the City of Winter Springs was approved on August 1,2000. · A pre-application meeting to discuss the preliminary site plan was held on December 5, 2000. . The City Commission appointed the Town Center Development Review Committee as being the City Commission on March 14, 2001. · The First Modification of Agreement between JDC Calhoun and the City of Winter Springs was approved on July 2,2001. . The preliminary site plan was submitted on August 6, 2001, reviewed at a special StaffDRC meeting on August 10,2001, and approved by the City Commission, subject to 16 conditions, August 20,2001. . The final development plan reviewed by StaffDRC on October 9,2001. . The revised final development plan resubmitted to Staff on October 12, 2001. · Based on staff responses, a second set of revised site plans was submitted October 16, 2001, and again on October 19,2001, at 4:30 P.M. FINDINGS: · The proposed JDC Calhoun Winter Springs Town Center final development plan is consistent with the Comprehensive Plan. . Staff and the City Commission determined, on August 20, 2001, that the JDC Calhoun Winter Springs Town Center preliminary site plan submitted August 6, 2001, is consistent with the City's Code of Ordinances, subject to 16 conditions. . The StaffDRC, at its October 9, 2001, meeting, determined that the plans are consistent with the Town Center Code and applicable sections of the Code of Ordinances as well as the Comprehensive Plan, subject to the following: 3 Public Hearing Item C October 22, 2001 Page 4 I. The applicant must coordinate and verify the size, location, and access to the dumpsters, and timing of services for both garbage and recycle materials with the City's waste- hauler, Florida Recycle Services, before commencing vertical construction. 2. To ensure the survivability of these trees, work on these trees should be supervised or done by an International Society of Arboriculturists-certified arborist. Preparations for saving these trees should begin well in advance of actual site clearing or construction and follow throughout the construction process. Tree protection barricades, as depicted on both the civil and landscape plans, must be in place prior to and must be properly maintained during construction. Staff recommends against the provision of the Flamegold tree, Koelrueteria elegans. since it is classified as an invasive plant. Staff also recommends that the landscape architect consider an alternative to the Shumard Oak, Quercus shumardii, for confined planting areas. 3. Provide details for the proposed pedestrian cross-walks across both Tuskawilla Road and S.R. 434 (at the intersection of S.R. 434 and Tuskawilla Road) as an addendum sheet to the final site plan before construction is authorized. The City will install these crosswalks. 4. Provide sidewalk and crosswalk from sidewalk along S.R. 434, across the frontage road adjacent to the S.R. 434 ROW, to the sidewalk east of the frontage road. Details are to be provided as an addendum sheet to the final development plan, before construction is authorized. 5. Demonstrate, through a table on the plans, that the proposed phasing and sub-phasing is consistent with the existing development agreement, as amended. This is to be added to the final development plan before construction is authorized. 6. An adequate listed species (state and federal: endangered, threatened, and species of special concern) must be submitted to and approved by the City staff, prior to commencing construction. All applicable permits from state and/or federal agencies must also be obtained and any necessary relocations or mitigation that may be required by these agencies before construction commences must be adequately documented to the appropriate City staff 7. The applicant must obtain a special exception for the provision of the Large Footprint Building in the Town Center. Any and all conditions imposed on that special exception shall become conditions of the site plan as well. 8. The final development plans shall be amended as required by the Public Works Director (please also see attached memorandum): 4 Public Hearing Item C October 22, 2001 Page 5 1) Revise the note regarding removal of the 4" water main to reflect removal by the developer, not by others; 2) Revise the survey to reflect the property to be conveyed (additional R/W and entrance park) with the appropriate metes and bounds. No topographic elevations are visible. Also, delete the reference in the vicinity map to Daytona Beach International Speedway. 3) Extend the 8" water main at the southwest comer of the property to the west side of the East/West [north/south] connector, parallel to S.R. 434, not perpendicular. 4) Relocate the water main junction in front of building 6, closer to building 5 (near the fire hydrant) to reduce the amount of dead end 8" pipe and make it a "tee" connection instead of a "wye." Add a valve to the south side of this "tee. " 5) Revise the note relative to the connection with a valve to the existing water main at the southeast comer of the property to state that all modifications are the responsibility of the developer, not the City's contractor. No connection detail was provided. 6) The sanitary sewer elevations are inconsistent with the slopes depicted, particularly upstream from ES-l, and must be corrected. 7) References to the existing water and sewer services should be changed to the proposed. 8) Water and sewer fees are due and payable at the time of building permit. The FDEP water and sewer construction permit applications are to include per- building flow estimates. 9) The owner/developer/applicant shall provide R/W conveyances to the City prior to awarding road bids (December 2001) or prior to authorizing construction to commence on this site, whichever occurs first. 10) Utility easements (15' wide) must be dedicated over the portions of the utility system that will be owned and maintained by the City as part of the FDEP certifications (water mains up to the meter or FDC and sewer lines up to the last man hole). 11) FDEP water and sewer construction permits are required prior to utility construction. Prior to completion of the FDEP water and sewer certifications and acceptance by the City, the following must be provided to the City: a) one (1) set of "as-built" mylars, b) two (2) sets of prints, c) a digital copy of the "as-builts," d) and a Bill of Sale, containing the cost of improvements and a two (2) year warranty. 5 Public Hearing Item C October 22, 2001 Page 6 RECOMMENDATION: The StaffDRC recommends approval ofthe roc Calhoun Winter Springs Town Center final development plan, subject to resolution of comments expressed in the above conditions and in the findings on pages 3, 4 and 5, and attachments "B" and "c." The majority of these issues should be resolved prior to the meeting Monday. Staff will point out any remaining conditions. ATTACHMENTS: A. Final Development Plan as received October 19,2001, at 4:30 PM B. City Engineer Memorandums dated October 15 and October 18, 2001 C. Meter Services Manager Memorandum dated October 19,2001 D. Public Works Director's memo dated October 17,2001 E. Conditions of Preliminary Site Plan Approval CITY COMMISSION ACTION: 6 ATTACHMENT A Please see attached site & landscape plans ATTACHMENT B CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 Fax (407) 327-6695 October 18, 200 I Herb Green, P. E. Avid Engineering 7208 Sandlake Road, Suite 304 Orlando, FL 32819 RE: Tuscawilla Shopping Center Dear Mr. Green: The Engineering Division has reviewed the final engineering plans for the Tuscawilla Shopping Center dated October 16, 2001. Please provide a written response to the following comments: 1. The latest electronic copy of the plans for the Tuscawilla Shopping Center do not appear to match the plans by CPH. Please be advised that construction of the Hickory Grove Park Road and Tuscawilla Road improvements will be based on the CPH plans, thus any changes or deviations will have to be made to the Tuscawilla Shopping Center. Please coordinate all changes with CPH to avoid conflicts during construction. 2. On sheet 48, the direction for the existing 8" hole for ES-l should be changed 3. On sheet 48, if the invert information is correct for both SS-2 and ES-I, than the slope called out as 0.28% should be revised. 4. On sheet 48, SS-3 does not have the required 3' of cover. 5. On sheet 4B, the Rim elevation for SS-lO is missing 6. Please note on the plans that the area to be developed in the future (the northeast section of the property) is for reference only and is not permitted for construction with this submittal. Also, please rename the structure numbers to avoid confusion and show the sanitary system connecting to the system for which a permit is sought. It is recommended that all detailed information relating to pipe sizes, lengths, etc. be removed from the future developed area. Please shade or hatch limits of future development. 7. The tailwater elevation to be used in your Storm Cad analysis must be the maximum stage during the 25 year/24 hour storm event. According to CPH's design, the maximum stage during the 25 year124 hour storm event for D-IA (S-IO) is 45.46, and the maximum stage for D-IB (S-3) is 36.93. It appears that this will have an approximate 5' of difference in hydraulic grade. The City recognizes the impact that this will have on the system and will work with the engineer of record to resolve these changes in a timely manner. 8. The StormCad analysis shows Johnston's Engineers Inc. as the designer, please indicate their role in this project, 9. Please note that the intensity for a 25 year/24 hour storm event is 8.6". All components must be designed to this criteria. Please revise all calculations pertaining to inlet capacities, swale and hydraulic grades to reflect this. Should you have any questions or comments, please feel free to contact me at 407-327-5983~ Sincerely, ~.... " -C~' Kimbe . ey Hall, P .E. City Engineer/Stormwater Utility Manager cc: Kip Lockcuff John Baker File '1" I CITY OF WINTER SPRINGS, FLORIDA Utility I Public Works Department 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 Fax (407) 327-6695 October 15, 2001 Herb Green, P.E. Avid Engineering 7208 Sandlake Road, Suite 304 Orlando, FL 32819 RE: Tuscawilla Shopping Center Dear Mr. Green: The Engineering Division has reviewed the final engineering plans for the Tuscawilla Shopping Center dated October 12, 200 I. Please provide a written response to the following comments: 1. Please ensure and note on plans that all utilities are to be underground, there will be no overhead utilities. 2. The basin/inlet area calculations, dated 09-21-0 I and submitted 10-12-01, should have an intensity corresponding to the 25 year/24 hour storm event. The inlets appear to have available capacity to accommodate this, however, please revise the flow rate and intensity. 3. The hydraulic calculations for the swale submitted 10-12-01 : a. Calculations should be based on the 25 year/24 hour storm event b. Explain how the 30 cfs from developed plaza was obtained c. Show that the swale can accommodate the volume of runoff (show top of berm elevations) d, The swale section of sheet 3B dated 10-12-01 shows that the bottom of the swale section is between elevation 35.5 and 31.1. The grate elevation of D-32 is 35.00, the bottom of the swale should not be lower than the grate elevation. e. The temporary swale must act as conveyance only. Please show that this swale will stay dry. It appears from the geotechnical analysis that this location is adjacent to Boring - 02 Building, which shows the encountered water level to be 8 feet below surface. Please obtain boring location map and the anticipated wet season water elevation for this area. f. Provide temporary erosion measures at 0-31 such as rock or rubble rip-rap. 4. City code requires that the hydraulic grade elevation to be lower than the grate/rim elevations during the 25 year/24 hour storm event. Please submit calculations. If using AOICPR please utilize existing routing from CPR If using STORMCAO, obtain peak stage elevations at the tie-in locations for the tailwater from CPH. 5, In the vicinity of 0-2, please revised the elevations (shown as 45.00) 6. Along Hickory Grove Park Road and east entrance, please revise 10" width to be dedicated to 10' 7. SS-3 has three inverts called out instead of two, please revise 8, Please show elevation in which connection to ES-I will be made, Also, please note on plans method of installation to ES-l from SS-2 (core drill or will stub be available from CPH's design) Should you have any questions or comments, please feel free to contact me at 407-327-5983. S incerel y, ~ " .,/ / ' OQ!J v/ i I . erley Hall, P.E. City Engineer/Stormwater Utility Manager cc: Kip Lockcuf[ John Baker File ATTACHMENT C CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 October 19,2001 INTER OFFICE MEMORANDUM Reference: James Doran Company Final Site Plan Comments To: John Baker, Current Planning Coordinator From: Gregory A Bishop, Meter Services Manager Comments for the review of the utility portion of the plans regarding meter installation are listed. · The six-inch fire service main should have a ~ " metered detector check on the double check assembly. · All piping for RPZ's is to be water works brass not galvanized pipe. · Valves for all sampling points to be brass ball valves with locking wings. · Meter service between building 1 and building 11 should be installed above ground next to the wall of building 1 to facilitate installation of the meter above ground with the RPZ. · Ensure meter service for building 2 is in the grass strip and not in pavement. . All meters 1.5" and larger to be installed above ground with flanged ball valves and fittings. . All RPZ's to be supplies by contractor. Cc: Kip Lockcuff, Public Works! Utility Director Don Cheney, Utility Superintendent ATTACHMENTD CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 Fax (407) 327-6695 TO: John Baker, Current Development Coordinator FROM: Kipton LockcufT, P.E., UtilitylPublic Works Director Iff RE: Doran Development Final Engineering Resubmittal We have reviewed the final engineering plans for the Doran Development signed and sealed October 16, 200 I and have the following comments for revision: 1. Please revise the note regarding removal of the 4" water main to reflect removal by the developer, not by others. 2. Please have the survey revised to reflect the property to be conveyed (additional R/W and entrance park) with the appropriate metes and bounds. No topographic elevations are visible. Also, delete the reference in the vicinity map to Daytona Beach International Speedway. 3, Please extend the 8" WM at the southwest corner of the property to the west side of the EastJWest connector, parallel to SR 434, not perpendicular. 4. Please shift the water main junction in front ofBldg 6 closer to Bldg 5 (near the fire hydrant) to reduce amount of dead end 8" pipe and make the it a tee connection instead of a wye. Please add a valve to the south side of this tee. The plans do not appear to have been changed. 5. Please revise the note relative to the connection with a valve to the existing water main at the southeast corner of the property to reflect all modifications are the responsibility of the developer, not the City's contractor. No connection detail was provided. 6. The sanitary sewer elevations are not consistent with the slopes shown particularly upstream from ES-l. Please correct. 7. References to existing water and sewer services should be changed to proposed. Standard Comments 1. Water and sewer capacity is available for this project. Fees will be due and payable at the time of building permit. Flow estimates per building should be included with the water and sewer construction permits applications to DEP. 2. The City will need the right of way conveyances completed prior to awarding the road bids which is projected for December or prior to issuance of authorization to commence development construction, which ever occurs first. 3. Utility easements (15') will be required the portions of the utility system owned and maintained by the City as part of the DEP certifications. Water mains - up to the meter or FDC/Sewer lines - mains only to the last manhole. 4. DEP water and sewer construction permits will be required prior to utility construction commencement. Prior to the completion of the DEP water and sewer certifications and acceptance by the City, we require one set of as-built mylars, two sets of prints, a digital copy of the as-builts and a Bill of Sale containing a cost of improvements and two-year warranty: Cc: City Engineer File ATTACHMENT E 16 Conditions of Preliminary Site Plan Approval The following conditions were to be met for preliminary site plan approval (unless specified otherwise ): 1. The plan must verify that the Market Square meets the required 0.3 acre. 2. The plan must verify that adequate ROW width is to be dedicated to the City (i.e. 11 feet along Main Street, 10 feet along Hickory Park Boulevard, and 10 feet along the East West Connector Road). This should include, on the plans, a depiction of current boundaries and necessary dedications. 1. Plans and any supplementary sheets are to be signed and sealed by a Florida-licensed professional engineer. 4. The applicant must coordinate and verify the size, location, and access to the dumpsters, and timing of services for both garbage and recycle materials with the City's waste-hauler, Florida Recycle Services. 5. Handicap access must be provided consistent with the "Florida Accessibility Code for Building Construction," October 1997 Edition. This includes, but is not limited to, proper slopes, striping, dispersion of accessible parking spaces, ensuring that the handicapped person is not required to wheel or walk behind parked vehicles or maneuver through a traffic lane (in contrast to crossing a traffic lane with an appropriately striped handicap access aisle), and ensuring that parked cars will not overhang the required clear width of an accessible sidewalk. Slopes and details to be adequately depicted on the final site plan. The handicap spaces isolated in the parking lot in front ofPublix must be changed as part of the preliminary site plan. 6. Ensure the survivability of the trees designated to remain by providing adequate details for barricades, grade changes, pruning, root pruning on the final site plan. To ensure the survivability of these trees, work on these trees should be supervised or done by an International Society of Arboriculturists-certified arborist. Preparations for saving these trees should begin well in advance of actual site clearing or construction and follow throughout the construction process. 7. Provide details for the proposed pedestrian cross-walks across both Tuscawilla Road and S.R. 434 on the final site plan. 8. Depict the Phase III buildings on the site plan in a manner that clearly and adequately shows their relationship and connection to the parking, drive aisles, and pedestrian system. 9. The proposed monument sign adjacent to the Main Street (Tuscawilla Road) right-of- way is not allowed by Code and shall be removed from the plan. A special exception is required by Code for each monument sign proposed along S.R. 434. Please see James Dougherty's comments in the attached August 9,2001, memo. 10. Demonstrate, through a table on the plans, that the proposed phasing is consistent with the existing development agreement, as amended. 11. Provide adequate notation on the plans that parapet walls will be provided where required (e.g. buildings 7, 12, 15, & 16). 12. Architectural features shall conform to the requirements set forth in the Town Center District Code. This shall include, but not be limited to storefronts, windows, shutters, doors, facades, awnings, and signage. The August 1,2000, Agreement states that, except as specified in that agreement, the development is to be consistent with the Town Center District Code. Nothing in the July 2, 2001, First Modification of Agreement appears to alter that requirement/commitment. Please see James Dougherty's comments in the attached August 9,2001, memo. 13. A traffic study, to adequately address volume as well as internal and external traffic circulation, must be prepared by the applicant, at its expense, and reviewed by the City's traffic consultant (CPR), at the applicant's expense, prior to or concurrent with submitting the final site plan. The final recommendations of the City's consultant shall become conditions of the final site plan approval and shall be incorporated into the final site plan. 14. An adequate listed species (state and federal: endangered, threatened, and species of special concern) must be submitted to and approved by the City staff, prior to commencing construction. All applicable permits from state and/or federal agencies must also be obtained and any necessary relocations or mitigation that may be required by these agencies before construction commences must be adequately documented to the appropriate City staff 15. The applicant shall adequately document written response to each written staff comment with each re-submittal. Any changes to the plans that are not directly related to a staff comment are to be adequately documented in writing, as well. 16. The applicant must obtain a special exception for the provision of the Large Footprint Building in the Town Center, before submittal ofthe final site plans. Any and all conditions imposed on that special exception shall become conditions of the site plan as well CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 Fax (407) 327-6695 October~ 22, 200 I Herb Green, P.E. Avid Engineering 7208 Sandlake Road, Suite 304 Orlando, FL 32819 RE: Tuscawilla Shopping Center Dear Mr. Green: The Engineering Division has reviewed the final engineering plans for the Tuscawilla Shopping Center dated October 19,200]. Please note that all comments from the October 18,2001 response have not been addressed and a written copy from those comments as well as the comments below are required: I. Please be advised that the current sizes of the stormwater pipes are larger than the connecting pipes" for the City's proposed system. Please note that the sizes of the stormwater pipes for the City system was designed to hold a runoff capacity of 80% impervious area from the Shopping Center. These pipes will not be upsized. Please demonstrate or revise drawings to ensure that the entire system will work and no "bottlenecks" will be created as a result of tie-in to a smaller pipe. Coordinate with CPH all changes and design parameters to the stormwater system (send electronic copy of StormCad to CPH to model entire system). 2. Per City code at no time can the hydraulic grade be higher than the grate/rim elevation during the 25 year/24 hour storm event, please revise. 3. Please revise StonnCad analysis to have continuity as per our telephone discussion on 8-22-01. Should you have any questions or comments, please feel free to contact me at 407-327-5983. Sincerely, ) ~Q9 Kim r ey Hall, P,E. City Engineer/Storrnwater Utility Manager cc: Kip Lockcull John Baker File CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 Fax (407) 327-6695 October 18, 2001 Herb Green, P.E. Avid Engine~ring 7208 Sandlake Road, Suite 304 Orlando, FL 32819 RE: Tuscawilla Shopping Center Dear Mr. Green: The Engineering Division has reviewed the final engineering plans for the Tuscawilla Shopping Center dated October 16, 2001. Please provide a written response to the following comments: 1. The latest electronic copy of the plans for the Tuscawilla Shopping Center do not appear to match the plans by CPH. Please be advised that construction of the Hickory Grove Park Road and Tuscawilla Road improvements will be based on the CPH plans, thus any changes or deviations will have to be made to the Tuscawilla Shopping Center. Please coordinate all changes with CPH to avoid conflicts during construction. 2. On sheet 4B, the direction for the existing 8" hole for ES-l should be changed 3. On sheet 4B, if the invert information is correct for both SS-2 and ES-l, than the slope called out as 0.28% should be revised. 4. On sheet 4B, SS-3 does not have the required 3' of cover. 5. On sheet 4B, the Rim elevation for SS-lO is missing 6. Please note on the plans that the area to be developed in the future (the northeast section of the property) is for reference only and is not permitted for construction with this submittal. Also, please rename the structure numbers to avoid confusion and show the sanitary system connecting to the system for which a permit is sought. It is recommended that all detailed information relating to pipe sizes, lengths, etc. be removed from the future developed area. Please shade or hatch limits of future development. 7. The tailwater elevation to be used in your StormCad analysis must be the maximum stage during the 25 year/24 hour storm event. According to CPH's design, the maximum stage during the 25 year/24 hour storm event for D-IA (S-10) is 45.46, and the maximum stage for D-IB (S-3) is 36.93. It appears that this will have an approximate 5' of difference in hydraulic grade. The City recognizes the impact that this will have on the system and will work with the engineer of record to resolve these changes in a timely manner. 8. The StormCad analysis shows 10hnston's Engineers Inc. as the designer, please indicate their role in this project. 9. Please note that the intensity for a 25 year/24 hour storm event is 8.6". All components must be designed to this criteria. Please revise all calculations pertaining to inlet capacities, swale and hydraulic grades to reflect this. Should you have any questions or comments, please feel free to contact me at 407-327-5983~ .. Sincerely, ~..... I 'C~' Kimbe ey Hall, P .E. City Engineer/Stormwater Utility Manager cc: Kip Lockcuff John Baker File l. ., Conditions Public Hearing Item C Page I I. The applicant must coordinate and verity the size, location, and access to the dumpsters, and timing of services for both garbage and recycle materials with the City's waste- hauler, Florida Recycle Services, before commencing vertical construction. 2. Provide details for the proposed pedestrian cross-walks across both Tuskawilla Road and S.R. 434 (at the intersection of S.R. 434 and Tuskawilla Road) as an addendum sheet to the final site plan before construction is authorized. The City will install these crosswalks. 3. Provide sidewalk and crosswalk from sidewalk along S.R. 434, across the frontage road adjacent to the S.R. 434 ROW, to the sidewalk east of the frontage road. Details are to be provided as an addendum sheet to the final development plan, before construction is authorized. 4. Essential utilities including, but not limited to, water, sewer, electricity, telephone, fiber optic and cable are to be "stubbed out" at each end of the Phase III liner building as part of the Phase I A improvements. 5. Please revise the note regarding "removal by others" for the 4" water main to be abandoned. 6. Have the survey revised to reflect the property to be conveyed (additional R/W and entrance park) with the appropriate metes and bounds. 7. For the water line at the southwest comer of the property delete the duplicate note regarding the valve and cap, delete the reference to the tee, and redraw the stubout arrow. 8. The revised sanitary sewer manhole SS-2 has a five-foot difference in invert elevations. Please note this as a drop manhole and provide a detail. With that much elevation change available, the minimum slope for SS-4 to ES-l will be 0.4%. Please revise the inverts accordingly. You may want to consider lowering the north invert of SS-2 to allow for a margin of error in serving the future area of this project and the remaining Kingsbury parcel. Also, the SW run from SS-1O may need to be shifted to provide 10' of horizontal separation. 9. Water and sewer capacity is available for this project. Fees will be due and payable at the time of building permit. Flow estimates per building should be included with the water and sewer construction permits applications to DEP 10. The City will need the right of way conveyances completed prior to awarding the road bids which is projected for December or prior to issuance of authorization to commence development construction, whichever occurs first. 11. Utility easements (15') will be required the portions of the utility system owned and maintained by the City as part of the DEP certifications. Water mains - up to the meter or FDC/Sewer lines - mains only to the last manhole. -: .'t ..~ '. Conditions Public Hearing Item C Page 2 12. DEP water and sewer construction permits will be required prior to utility construction commencement. Prior to the completion of the DEP water and sewer certifications and acceptance by the City, we require one set of as-built mylars, two sets of prints, a digital copy of the as-builts, a Bill of Sale containing a cost of improvements for those facilities to be owned and maintained by the City (water and sewer lines) and a two-year warranty. 13. The six-inch fire service main should have a %" metered detector check on the double check assembly. i4. All piping for RPZ's is to be water works brass not galvanized pipe. 15. Valves for all sampling points to be brass ball valves with locking wings. 16. Meter service between building 1 and building 11 should be installed above ground next to the wall of building 1 to facilitate installation of the meter above ground with the RP.Z. 17. Ensure meter service for building 2 is in the grass strip and not in pavement. 18. All meters 1.5" and larger to be installed above ground with flanged ball valves and fittings. 19. All RPZ's to be supplied by contractor. 20. Sampling point detail on sheet 8 shall be revised to remove all references to Broward County Health Department. . ~"' ':~~~~~:",,~.~~:.) <,. ~ ~.. - ',' .' " . " (N. T.S.) -;. ':lo:f,:' . "" SECTION 6, TOWNSHIP 27 'SOUTH, RANGE 31 EAST "- .'\ .... ~ @&ILlf})~~ ~IPdD~"ifD(Q)~ " i~''''' '~'i"~;~ >. '.\ . . ~... '. "'~ I: '. , ' ' ALL. UNPLATTED ,PART Of BLOCK ~. THAT JS ON THE EAST SlOE OF OVIEDO-SANFORD BRtCK ROAD OF D.R. MITCHELL SURVEY, OF THE LfYY GRANT ON lAKE JESSUP, , ACCO~INQ TO THE PLAT, THEREOF AS RECORDED IN PLAT BOOK 1, PAGE: ~, OF THE PUBLIC. RECORDS OF SEMINOlE COUNlY, f'LORlOA; LESS BEGW AT THE INTERSEcnoN OF THE 'EAsttRLY R/W OF THE OVIEDO-SANfORD ROAD AND THE NORTHERLY UNE OF tHE ,UNPLAT'IED PART OF SAID BLOCK "8-. ',RUNs39'50'15"E, AlONG 11iE EASTERLY R/W OF OVIEDO-SANFORD ROAD 520 FEET, 'THENCE N5O"09' 45-E 335.54 FEET TO THE: NORTH . UNE OF THE ;UNPtAnED PART Of SAlO' Bt()CK "8-, THENCE N7X4Q'15"W AlONG SAID NORTH UN[ 618'.86 fEET TO THE POfNT OF BEGINNING. .' :J', .": ,'. '" , , , -.1 :;, ." , ~~ I -:,~ . ~ '.., . \ ,. ~7 :~:.~;,:. -,," ,~ ~' . 'P~@IF~~~O@~~[b "if~~~' , ~ ."<l : , . ClW. ENGlNEtRS: AVID ENGlNEERtNG, INC. , 7208 ~ SAND LAKE ROAD. SUITE 304 oRLANDO FLORIDA 3281,9 " PHQt-IE: .(407) 248-0505 GEOTECHNICAL ENGINEERS: GIlES ENGINEERING ASSOCtA lES, INC. 399OFLOWERS ROAD. SUITE 530 , ATLANTA,GA '.30300 " PHONE:,' (770)' .45e+3399- 1 ., , ~ :... ' - "~( ,'sUe~ORS: , ,ASSagATEO LAND SURVEYING &, MAPPING, INC. '101', ,~OftE ~OAD.' SUITE 110 ' . ALTAMoNlE SPRiNGS.' f1..ORlOA 3271.4 ' PH~~(407) 869-5002 /' \.... TRAFFIC ENGINEERS: A VlD ENGINEERING, INC. '2300 CURLEW ROAD, SUITE 100 PALM HARBOR, FLORIDA 34683 PHONE: (407) 789-9500 ARCHITECT: LS3P ASSOClAlES LTD. 24 NORTH MARKET STREET. SUITE 300 CHARLESTON, SOUTH CAROLINA 29401 PHONE: (843) 577-4444 LANDSCAPE ARCHITECT: LSJP ASSOCIAtES L TO. 24 NORTH MARKET STREET, SUITE 300 CHARLESTON, SOUTH CAROUNA 29401 PHONE: (843)' 577-4444 .~ ' f' ,I. . .:' lW"ifntbU"if2W (C(Q)~[p) ~OOD~~ . POWER: . FLORIDA POVER CORP. APOPKA ENGfN€ERING-CENTER FLORIDA REGION APOPKA. FLORIDA 32712 PHONE: (407) 6"~8573 GAS: ' PEdi>I..E GAS . ' ,600,'W;' ROStNsoN STREET ~QO~.,~IOA 3~801 '.' ~'~(~7)425-~61 , , CoNTACT:.' 'LAWRiE WASHINGTON .J'~~ ',: ~ ,.,,' ." ,,' TEtEPHONE:.', :. :.' sPRl~:{fNrTS>. "tELEPHONE . P.t).,~ ~X77OJJt . ' NM'5R~GAROEN~ flORIDA 34777-0339 PHoNE::'(407j ',814-5373 . ,CONtACT:' 'CHARUE: BtASlEY.' . . 'CABLe: " , . ' ~ T, " , llME ,WIdIil[R ,. " ", ' " . c: . '.' ~':'.f',,:,::..~~1~':.>B~It'r:VARD :" '- ~O'~(~ ~t'll~, '^'.~, " ~~~;~!~~~:::~810:"~', it. "; PH~E~'i<~l,295..9119 _, '. ,.. ~., , , .'t ~..... ' , . .' SEWER: . WINTER SPRINGS 011wnts . . 11 () 'NORTH FlAMINGo 'AVENUE ' WlN'lER SPRINGS, flORIDA 32708 ,PHONE: ,(407) 327~2669 '" " (' (,' ," -' . '.. ' ~ - ... -, . l ~ 1"" . , .' "',.;J- . ...,...... 't. -'~~ .' , ~ , ~ , , '" ",,:, . . , ' " .' . 1';' , lr~ lrn 0 ~ [P)[L&~ WINTER SPRINGS, FLORIDA Prepared For: JAMES DORAN COMPANY SHANE DORAN 1051-H JOHNNIE DODDS BOULEVARD MT. PLEASANT, SC 29464 (84.3) 881-7550 (843) 849-6765 Prepared By: sv~ Nt: 011 company ".",. .tandS - for 1tstIIf_ Civil Engineers - Planners Traffic Engineers - Environmental Engineers Landscape Architects 7208 Sand lake Road; Suite 304 Orlando, Florida 32819 Phone: (407) 248-0505 Fax: (407) 248-0334 THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN I NSlRUMENTOF PROFESSIONAL SERVICE, IS THE PROPERTY Of AViD ENGINEERING. INC.. (AEf) AND IS NOr TO BE USED FOR ANY OniER PROJECT WITHOUT "TTEN AUTHORIZA nON FROM AD. '. DIMENSION fNFORMAnON SHOULD Mol'}'BE OBTAINED BY SCALING THE PlANS. DIMENSION INfORMAnON NOT P~OVlDED HEReN CAN BE OBTAINED BY CONTACltNG AVID ENGINEERING. . INC.. 0 (401) 248-0505. ' " ' ...' " ;'3 . " \- , ' '}~', .', ?' ", . "., ~ . ''':, :', , . . 1/',,,, , ,. ". ,. " t' 2A.' 28. 3A. 3B. 4A. 48. 5. 6. 7. 8. 9. 10. tL 12. !...f ct. .. ''''\~.' .,' - ~/. . ~.~ ~. . .1:, '\.. . ~~~:.' "coVER' StIEE1' ' SITE PLAN SITE PLAN PAV., GRADING a DfWNCEPLA.N . '. ~ . PAVING. GRA__' a DRAINGE ~ UTLITY PLAN UTLITY PLAN SPECFlCA TION a NOTES ~ PAYMG a, GRADING DETALS PAYMG a GRADING DETALS PAVING a GRADING DET AU, WATER & SEWER DETALS F.D.O.T., M.O.T. WATER I SEWER DETALS BOUNDARY & TOPOGRAPHY SURVEY CONCEPTUAL PHASE SITE PLAN " , , . ,~ , . , ~n"if~ [p)~ "if ~ ~'.i ~I PROPERTY LOCATION: NORTHWEST CORNER OF THE INTERSEcnON OF TUSKAWlLlA ROAD AND SR 434 IN WINTER SPRINGS. FLORIDA. , ~' EXISTING PROPERTY AREA: TOTAL: 656,851 S.F. (15.08 ACRES) PROPERTY ZONING: TOWN CENlER DISTRICT EXISTING PROPERTY LAND USE:. THE SITE JS PRESENTlY VACANT PROPOSED PROPERTY AREAS: COMMERCIAL - SHOPPING CENTER PROPERTY OWNERS: JOC CALHOUN, INC. BULDING tElGHTs: 2-4 STORIES MtNIMUM: 24' HIGH MAXIMUM: 55' HIGH PARKING RE~TS: GENERAL BUSlNESS/RETAIL COMMERCIAL/ RETAIL 1 SPACE PER 300 SF OF BUIlDING GROSS FLOOR AREA RETAIL GROSS FLOOR AREA: 216.550 S.F. RETAIL PARKING REQUIRED: (PER 1 SPACE/ 300 SF) -722 TOTAL PARKING REQUIRED: 650 SPACES WITH 10" REDUCTION FOR SHARED PARKING PARKING PROVIDED: ONSlTE STANDARD SPACES == 546 SPACES PROVIDED HANDICAP SPACES == 41 SPACES PROVIDED TOTAL PROPOSED SPACED PROViDED =- 587 SPACES OFFSITE UMMEDIA TE TO DEVELOPMENT STANDARD SPACES = 170 SPACES PROVIDED HANDICAP SPACES = 10 SPACES PROVIDED TOTAL PROPOSED SPACED PROVlDED II: 180 SPACES TOTAL PROVIDE (ONSITE & OFFSITE), = 767 LOT COVERAGE CALCULATIONS: PARKING AND SIDEWALK AREA , 368.362 S.F. 56.au 8.46 A.C. TOTAl BUILDING AREAS 155,800 S.F. 23.73 3.58 A.C. TOTAL IMPERVIOUS 524,187 S.F. 19.80'1 12.03 A.C., GREEN AREA (PERVlOUS- AREA) ,132,684 S.F. 20.20" 'J.05 A.C. , . , "" . ,. TOTAL SITE AREA 656,851 {t..: .~ 15.08 A.~.' . ~'.~ J,~, 1 th i Ii; G) m o ". \ \: \ ~(/)Z -u~~ ~ .. ~~ ~!i ~x (T1~ OG) ~~ ~fTl O-U rt\::U :!ItJ 00 Z~ fT1 o o Z A :"-;- . "." ~~':.' ,. . .. ~~~.,~ ~ .~~:/~ ~ ;;., ~., ~..",. 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INC, e OOPYRIGHT' ~ooo NOT VAU,O UNLESS StGNEO & EMBOSSED BY ^ REOfSTEREO ENGINEER . A \10 ENGINEeRING ctRnnCAfE or AumORlZAnON NO, 61~9 . . ..'., , . S$UEO ro~ O' .'PR,EU~I~rA~.Y . I ".'N:> ,'( ....' .;,..,.' ,;:~ ';l.l'.'~ . . . ." .. " ~ ,. .. . .: - -~ , . . ~,,'-', . ': ,'. '"'.; , ....' '.. . . ,...:-" ., , .' ~., - > ~~ . -- J.:.:'.~; ...... X . ;( ^' fT! N --- HERBERT LEE GREEN 1 INC, JOC CALHOUN, ......",m:t(l) ~ .. ~:z' ............ '-~, -~ 2001 , \.... ~. #4~7 CivIl engineers PJanners Tr6Tl~itllier . Landscape ArchiteCtS environmentsl Engineers Tel 9 OCT 7208 sand Loke Road.. SUite 304 orlandO. norido J2819 (407) 248_0505 FO,x:(407) 248_0334 www,oviden9.c<-m EI\&AEEHI~.~ Otro C<</lPNIy f)S/7)(J,'Shd$ fOt Itself';" . I I .' ,~;.,",-"?; g~"'. A~~t SITE PLAN . -.j , - .,>.;7<.1, ," - ...)t :. . .' , ::~~:;(~~~.~,J~:'~.';;.;~:.i~;.'~:< ,;';S?'". ~.~:':~:~,:; ;', ~;::":.::1$!t;:" :t' . :,' ~.~~: ~\ '><~~f':'"< ~"'::; ,>:"..-~::';,-~7'r~~~:" '~-,: - .,: >: ,', '-. ,. ,." 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ALL BUILDINGS AND SlRUCTURES ARE PARALLEL TO "tHE ADJACENT PROPERTY LINE 5. REFER TO TYPICAL PAVEMENT SECTION DETAIL ON SHEET 6. 6. VttfEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING INSTAU.Al1ON Of' UTILITIES. THE LINES SHALL BE ADJUSTED BY THE CONTRACTOR. IF ROOTS MUST BE CUT, THEY SJi ALL BE CUT OfF EVENL Y \\fTH CLEAN SHARP PRUNING TOOLS. THE INSTALLER SHAlL MINfMIZE 'rHE DAMAGE Of' EXISTING ROOT SYSTEMS. SEE LANDSCAPE PLAN FOR ADDITlONAL TREE SAVE INFORMATION. 5. ALL UTILITIES TO BE UNDERGROUND ; .;;, ~: ' . '\, ..... ~ ,,; "t -i .-~.... - . " ~,. ',":'1 ,\ . ."':" . 'J '-i .... ; '. , ..... ~ '~,.,,'>: , . ", , 'J , "",, ;, -: , .: ',. 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ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. PROP T N NOI ~.~, ,. 6 .tI - REFER TO LANDSCAPING PlAN FOR CONCRE1I: TEXllJRE/PAT'TERN DETAIlS ., MARI<ET SQUARE 0.3 A.C. JIQDI 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A .." WHITE STRIPE. 2. SEE DET AILS F~ HAND1CAP PARKING. 3. LOADING' ZONE SHALL BE MARKED ~TH 12. WHITE STRIPES AT S' CENTERS ON A 45- ANGLE. " NOTE: SITE WALL wrTH SlGNAGE PREDICATED ON }PPROVAL Of' SPECIAl. EXCEPJION ' ,i'" . " ,\. '. KEY ,MAP"" , . . . " "~ " .': '.' ... , 'i' .!o \ , .' , ) ~~ -: , (( ", , , ", ., ;:', " " ",. ..;, .,:,;;;, '. - .'-~~:~r~:lt( '.> ""~" .... lI'~" " I . f" \, . '.,/1::' ~"",'+':.~<:';:f1;;~~~:~"~"~'" ~ ',. ''l:,' ',,' "..~!'f~,~~\" :; ( ".:- '. ' ,_;." "t.:i":,:.J;.I:. l ~~ t",'l".' " } A ,. ~. l;, m & ,C) ~ .~ ..... t- (.) C) , \> .,.:' " , . ..., <," , " : .....~. . , i'" . .'~~ .. r ~{; ')t . ;;< , .' ;..' ," , ',', ~.. ';', :', g: LLI ..... 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".' .~..,,~:~,t$w)' . ''';50 !,;<. ~~1~~Y _tt(fp-~ '~~,~ ' ':~fitty ~~ ~. .KJr { "", (~fO 5-3 Otl~. ' ' ",. E1.. - ".00 ' . "-V PlA,H$h' " .: ~'.. INWRT!..EL '.(He), .. 41.12 " 'ftP"Et. - $'1:1t (O't$r.)' , ~. a.,,~ - ,~.62 ttI8r. El..S ., ,".63 (tX1ST.) <1J' REMOVED #61ERT. EL. . .. '!": .~oo (ExIST.) ~ . , JNVqtt', EL. " - ~.e3 <2~ FDOJ .~.~-4. INLET ~ f1)OT lYPE "C. INLET' THROAT EL. - 47..00 ~<:AATE El.. :.. 47.. to:, ttNERr.. El.' (SQ - 40.03 tNVERT. El."'(NE) .. 38.22 INVERT. a. (NW) - ..0.03 ., IN'JERT. EL. (W)''; 3&22 <e0~ FOOT TYPE "P-.." INLET ~ FOOT TYP[ -C. INt..O THROAT EL. · .7.00 ~ GRATE EL _ 4710 1NVERT. a. (SE) .. 39.78 INVERT. El. (E) :. ~AO ItMRI'. El.. (NW) - 31.78 INVERT. EL. (SW) - 38.40 <Q~1 Y FOOT TYPE P~4 THROAT a., - 47.00 (Q~~ FOOT TYPE -C- INLET tN'JERT. EL. (st) · 39.51 GRATE El.. - 47~ 1tNERT. EL (N) .. JI.S1 INVERT. EL (E) - 38.83 INVERT. EL (W) - 31.93 (Q~V FOOT TYPE .,. INlET GRATE EL - 47.50 INVERT. EL (E) - .1.0S lNYERT. a. (5) - 5.7S I~. EL (W) - Jg.25 ~ FOOT TYPE '.C. INLET ~ GRATE EL - 47.50 INVERT. EL (E) - 41.90 INVERT. EL (W) - 41.85 :~~< ~;,~, .;~:~~~ ~ ~ ~ ~ :. ~ '$.. 'f \".r . { .. "~:i'.. ~:~':~. Of"'- ~. - f', ~ .J.: .' ~"r.,,; ,': \.'" 1 ,t. ~1..~t''t ) "fl.. ~I~"'~,... " ..< ..:, ,,;-:", ..,' . ,. "~~~~'::; , ".' > ~. '; :' ~ . ~:~lrJi.:,~ €2j> F80r ME .,. 1HLd', " .~t_,. . .74t. :, ~1l'fi,. - '44..74~,';~' , . .::'. ,'~. EL' ~S) '.'~..' ,,', , ....~ EL. .(t) -;40.24" ~'1NVER1". Et.;. ' - 38.4$ <@; '. . \' ,.~, . 2Q'~MANHOLE " ~" fDoT TtPe :t~ INlET, , . - .'; .. 'n.. - 43.88.' ' ~ ~~1E "D.. - 48.00 .' ;,~ IMRT. EL ~) ., .-..as ':~~. f1.. (SW) - 38.09 . 'IM!RT. El. ) - ~.98 " " .flNERf~ 'EL. (HE) . 37.58 ,.,' ~ INERT. [L' N) - 38.3$ ([~2j)':FOOJ' TYPE ,~,.. iCEr . , ~ FOOT 1YPE -C. INLET GRATE EL'., 46.00 ~ . GRATE El. - U50 lIMRT. EL. (SW) '. 37.40 1tMRT. 'EJ..,. (W) - 36.13 .fNWRT. a.: (HE) - 37.40 ~. EL. ($) ., 38,06 ~. EL (N) . 35.83 <[~2Y fOOT TtPE '-C. IHCET ' GRATE El..' III ....00 @~~ tMrERED END SECTION 1tMRT. EL. (SW) - 37.08 ' ltMRT. EL. (N) - 35.57 INVERT. EL ($E) - 36.S6 <Q:~ FOOT lVPE .C. INUJ" ORAl[ EL. - <45.75 *MRT. El.. (NW) - 36.40 tNYERT. n. ~) - 36.40 ,~,:.. :;:".:; ."-'" .. '):~i;.~';, . .... ;--" ',...., , , \...\. t.,.~' \ ~ ~v--.'~) '\.!" . . ~,~t'~" . ;~~. J,:, 1-/. . ;"\' " .'" 1~ 'l"". _ " If. "t ~{> ,. ~ \ ,J ." , ,,'" '.. ~ ' ~1>1 .., \\ -'. ~ 't>.. "'. . .' . ~.;~ ,'; \' ..'~ ,";' , .... . ' : h . ..-:. ~ :\, . \"'l!~.l' ~~ ' ~ ~ :" .. :,.>" ^~. f1~:. .<i:'",~ ," , ~ I ",' t' , " " , . Ii, '\"',~' ,;,/ ~. ~ '" , v ' ..1'~;~/~".' \ rry ,; t ;>-/ ....!". ".- , <,rt > ~~; ':1'::, ~~ . - :. i: I IO,.~' :"" \; \ 1:;'\;:;;:. ." ~~\ i~>t. ' ,../'~'" ." .. . f'"Y ;' \; , :~... ~' 't:::-..: " .~ . ">J;ff' , "', ..,,'.', . "..~ '.'" < ~ ~':"_; it . > '2JI'" '. 6Y~: .' ;;"", '. ... .;~ff.~ ..' :p'!' .~~~~' \ :?;.<~ ';..... "'.' .,,~~.. 4~/ , .." ., , /i,,;., <~:'/' '., , ~'i,,:.' . /~/'. . ..~~~: ~,." ;;:.-.' "/ d?" , .'" /'" /;.-- p" f .-.';':/" , ~ ..... ',,:~~/ ' ..p,'Y/ , ~:-:.:;:,A ~-::-__ "',; .. ",,"" :Jf ~..#' .#"", ......~ '".. 7... / I " T' ,~' " ~. ,'" ,I:: ".':. ;:/' "",'"; ':: ,/ {I: '. .~ i:.. ' .~ : \ ~ ,,"> \- ,. . If' > " . . ", \f.: ~...1 ',-/' . ~; f';#:1.< .:i' .. ~ " , ",' . ,. \ ~ .t' :...~. , , 'f,'~:\ 1 ~t;>, ~> .' :.'L ,; " ~'-. .~ t.... ~ .. ,. '1J1. ~ t~ \" o..~, C\ " ij \., i>~ ' " O~ ," . ~~ ': " . ... ,.~., , i, ..:;n , "'"",' \ "" '.. 8.(' . ,:.; .. ." ... /' / : I~.., ~ ~' o - .~ ".. " .- /' ~,~ :/ ......... .~... ..:'~' ;>'" ~~....,.. ~, ,o(f..~";<'?' '. '. ~ >- ,:.~5r:; " ." .__ J:J~"',:;: #',,:,h ... ~ ~ .. :: . -.::':'~ "..y ~ o~.,'.:,_~: 't..... ... ..., .....~/~)., ./.; / /' "'~>-:" \'~, " _J/" ,~ ~ .. ';~. ;;>;' // ".. .;~/ .2 ..' \ ~ .... " I"L :~;. SO' J , ". ,~.. 0' ~ SCALE: 40' I 1- , ). ~; I. .....~.) F1NfSH 'fLOOR ElEVATION ~ E>(,sn~G GRADE ELtVAllON" 1 , PRoposip GRADE ELEVATION ~ INlET FY ~SIW NOT INCLUDED <[~ WlTEREO END SECTION , INVERT. EL (E) - 35.00 .... - 40' 40 tF 3&- RCP o..x ~ },.~ )(49.;8, , ~; " . III CI ~.~ ~"', v"{~ ,~, ~ i. i '. ~ ;.!..-? . \..... 1t . ~ \.. ~ '" o ~ "" '~ "" .'1:.. /~ q STORMWATER MANHOLE RIM EL - 44.45 1tM'Rf. EL (NW) - 36,25 INVERT. EL (E) - 36.2S ,,,,"I': ",/ ...{- --...-...... '\,.. ... .-:: ~ _....'\.'.~\. .' ~ ~~...i ......" ....;. . ...1" :~:... \ C"~ "" "" / ",,"" ." '. ... ;- . '\. ~. , ) . .? ~ FOOT TYPE T" INlET ~ GRATE EL - 44.50 INYERT. EL. (W) - 40.00 ~~1~ FOOT TYPE '"F'" INLET GRATE EL - .5.05 INVERT. EL (E) - 38.51 INVERT. EL. (W) - 38.51 ~.w FOOT 'TYPE 'T" INlET GRATE EL · 4:5.!S5 IN\QT. EL (E) - 38.86 ftNERT. EL (N) - 38.86 M~ED, END SECTION PROPOSED SWAlE STORMWATER flOW EXISTING SWALE STORMWATER flOW SURFACE STORWWATER FLOW DIRECTION " DRAINAGE srORMWATER FLOW DIRECTION /' ,,-:: ~. /., ",' ~-:~<:" ~ FOOT 'NPE "1=- lNLET ~ GRATE a. - 43.SO INVEftT. a. (N) - 39.00 .~.." UNllS Of CONSTRUCl1ON ",,/** I ~ ~ll ~ ............ ~ ~ ~ '-( , . ,t ;:p' ... ..... . .. "'5c ~i'- ~~ ",,/ * /' "" * \ 'b ". ,'" ~ ' ~ 'l ","'.",. ~ , \ \ . , , '. . . .....; .... . ~.,; ;:). Z \~ g N ~ ~~ t9t ",:' \ , . , -.=-? '-;.:'" .;.:...-:~ - " ~~~ .' ",,* / * * /' * ,. \ .,', ,', , .:'.r.\:" I.,,\} " J"'r~"4~'" ' , 'l ~~.Y !'>i '\",~' .~ , '''t--'''' ....,; \'_. ~t , ~. DRAINAGE STRUCTURE NUMBER EROSION CONTROl CONCRETE PAVEMENT ASPHAlT PAVEMENT / / . . . . 0-6 4INOTE: SWALE 'Ii BE REPlACED W1H RCP RfOR TO FU DE\nOPMENT OF lHIS AREA 48. <P~v FOOT l'1PE .C. INLET GRATE EL. - 46.50 1tMRT. EL. (5) · 42.36 INVERT. EL (W) - 42.36 ~ 7) FOOT TYPE ~C. INtD GRATE EL. - 41.00 IN'JERT. EL (M) - 42.75 ,\ y , '11 y, 40 ,~r' ~ f~" ,'~ ~1 ".. .,;. ~ . D /-' ./''' ", ",....-..."'1,. ::.. r ,( , ....... ~ '- ' - "" / "" .~. ~ '. ~ . ", ~ ,~ <<:s ~ ~~ ~ .,~ -' 1~ ~BE \U.OPED BY aTY . :t_ .:~ :;: /\ ',"" _ ~.,;o~. , / ~,,,, ~ ''1'' if ~ ~ ~ . q~., 48.90 1Il~ 48..40 7 . ..... '\ ~~O ; .~~ " y // cS " ~.'6" ~ ,~'\ ~ 48. " . '.. , ,><;'" ",.. >".......//~., <"- ~:' ~ ." , . ",/,/ , ',- ..A (,' '~.( ", "'...... ~. \., :. --- .,,- ~ / TO BE DEVELOPED F lURE t-J , \ , ~v STORMWATER MANHOLE RIM EL .. <48.1 INVERT. EL. (SE) - .18.96 INVERT, EL (N) .. 3$.96 ~~V FOOT TYPE 'T" INlET 'GRATE EL - 46.00 INVERT. EL (SW) .. 41.04 INVERT. EL. (NW)' - 4O.M" ~...., ". ..~:,~~."'- '. . .!. . .... " '. ~ .... , " o ,SI' . " " -- .' ..' '- ,. '. .'i.~ ,"'. .v. .' . ~. "11 , " . . I. ... '. ., ,. '. fI I.. r'''\) '; , oN V"""\ ~b' ~ '-l.t. ~1 -\..,.n..Y /' I " ... / roAr,,- ?: ,,t' .,.. - - ... ~ . .. t \ . . ~- ~,~ ~ . t'\ '.'; :>: '. iY ,~.~:'r . .. ~ .' . ." ",' . ~;;'r:-lJ~~ " co"\4~...., ../"~ ,; ',~.. I' t'.,f;\.';'" _..~I ~ ~,~... ""~ ~ 'h..... ,.,.... .~' .~ y ."~~.~!;)' ;>' >~'-':": _ " .,J, ..,.. . ...' ... ,0',- <../' \.// 0 '.' t "!t 1;"1"." /...../ ~ .~.."'" ~/(). ..' /"..~ /'AO .,' / ~~ ~ . .. / /'.: 4. , y/"-"\' "C;"~ ').! 11'(1', ..... \II ..... ' . . ',/' ,\1G , .80 ''1. ... ,. --. ~~~ BUILDING A l10NS / ,,' ~~ ~~~ n ~ IT . ~ , at. .: ::. \ \ "1 '. :5~ 3S ; :. .~\~ -.~.. '... ~ , -z-..: ...... , .... , '" ~' . \ . . . . ~ '. . . '.. .~:/1 : , ,.:.Z::::...J , ':1. " ~ .' .-#' ~~ 49. . 00 -7 J.. \ . . ; I J , I L; -'f--' .. ''', " . L " '. ~ ~~ ~ . ":.:w I ~~ I .. m,. .. ~.. . ;..:.. .", '. <to LF 31.' ROP 0 0.1.,. , .f 4', ", ~ ',. .' sEE SflH.J. , .~. t A- :::. ,,~ ..., _':'--~;:...-.- ~ ~i ~~' ,: ~f _ ~ ~ : -, 1\/." v~' ~'.J': \ -- ..'(' ) ~ 4"";": ~... 1 STORY W/pARAPET 3.500 5.F. 1l.DG. 15 48.00' F.F. \. '\. !ct .~ ~ ." '.. to (, ~~~ARAPET I . 2.500 5.F, "I BlDG. 14 , 49.50' F,F. ... , . ... CONTRACTOR lJ>" WATCH HlCI(GffY ~~ ElEVpON - . .' ., TO CITY liAlL PONO REFER TO CITY or 'MNTER SPRINGS '':ONSmuC "10"1 PLANS FOR HICKORY GROVE: PARK ROAD 'M~ROVEME~TS .' ........ ;; .~... , ,"". . li . ~~ ... J ... .... A- . ~ # ~. w'-... _1. <" .)r:? \ ....;,..--,. '-.l -,~;,r' \,.....J: ,'- ...1 r'" /' ,?.< /' .. ,.... ~~..t'/.\ , . J, ," .~:., " '" ... '. ~ , , '. . .... >Ie \' . RETM./ClFFICE 1 STf1RY/W PARAPET 9.000 5.F'. ~ BI.DC.. :5>> 48.90' F.F. 160.0'X50.0" '6 ;, \ .~ // , 4 ,~. . . . '" . * . ./ / ,,:' ;~-i.~ .. ......~~.<i. ~ . i,\" ><:. tIJ / ", ,?, Jt$ / A \ I~CS ///;,r g. \ .,,~ .~ "." t)~ \ ~~ ~ ~!i ':' ~ ...,',f \-> ~ \~ \ . o .~I .'4J. ,.. "" " :~ I "" " < E : . . . '. ') ~... ..~ ~ 1-- -- (TYP.) .' I ..' . '"1_. S _.. fill . .-: - - ~ .'" ,.', 1 ." " ; I -S~) 0' tk~~ . ,J ~_ ~ ~ . .' . -. .' . ......-. " ,.::,... " ,.. / ~ J j . j"lI:~ , ,..~ . .... <4 ~ .... -.- ,~" " 49. ........ - . - ... """_':"~~ ~. ......... ,., -....~-- .M~-., . "' . '. --B.....~-.,-+:. ~..:...-'; -~~-~n ,. . ..... v'" -.. .A-.: ,. . '" ~\ i .. ,,,,,0'\ 'I - 'i'- . -r-*- .... ", . . . . . . . ~"'t. . " ,. ~ . ~ .. JI'~ . Jr':~"''''''~ : tr1 '\, ~ c\\ tf!' .' ..' , "~, ,J~'\. ~;J: /':~""... ..h....;: , 'I' . ,A" ,~v I~ ~. ;,!' .. .," " .-1/' ')i "M.~ .~ / ! .' .'. I ~ ~ ~ ~Cl) lli.~ '. .,; 60. !c1'~ .." :v ..... ~-- ~ ~ tA\f~~ .~ .<< 'C.W ~ 't ,. 7. . s'l; .~ ~ / // .\ ......../ 25 , ' .... ~, .. " .. " .j'/!~ :' " '", . . . . -:; ;":;.1: ,i' '\ :i, "~~_l ,; > .' , .' , , .' / ;/ / ~~ I I ... .110 '\ ~: 'c.~ ' ~ t '9.~ ~------- 41.3 48.81 20t LF 30. Ra:> 0 0.28 '* ~ .. ., 92 LF 3d OQl 9 ./ I k\~(f} ~. ,of!' ~ fi.~, fA" \\ \' ~ " "'..... ,... 1""- _It ),.... -;.,t. ~ .' , ~... ~.r"}\ ,-. . ... '. . :- i t'1. RAMP (TYP.) He SIGN (TYP.) c:= c= c::;=> c= c:::a = = ,. . . -- ~-: /,...' , / ,,? //' ~. =oC:>="""" ..,.t' \ --,;,.' \ ~... ,~ ~," "~. ///" . 'ittO' = c:=3 t=J c::=;t c::;::::i = = =::> / ~'4 .~ .' . 1111 '. ..: .~. ......". '. ..." . .", -" . .... .. ~~/~ ~di ~ . . " RETAlL/OFFICE 1 S'nlRY W/pAR 12.500 $.F. "..~ BI.DG. 7 ~~ 48.50' F F. 134,2"X50.<f RETM.JOmcE 1 SToRy 4,000 5.F. W/PARAPET BLOO. 13 49,75' F,f. (nP.) . , .. .,' .... . ,v . . \ ~..,.---~- -- ~ d , . ::Ji ~.!>J ~, ~ "'.1 <.)' " ~'""., "~. I cS . ~ - - - - ~ - .......-- .. ~.~ t;,.~.>" . .. ... ./ . \\ \, J .. .. ~. ~ "'" , ". . ~ ~ .f / '. ,~ 0 ~!I ,/ . ' o . .' / , -1.'~ '~\ ~~ ~. , , 2 .... ..~ ~ ?1 ~ --------- --------- 41.85 48.35 -------- .~,~ I ..;I!; Ii ,0. f' .:..: I II \~,..'.: .~~. ~ "t_ ~.: .... ~... · -0. ~ ,: · - :i: ': / :~~). Ii ~ . .- . .': . ~ l"'i~~.6;l f-'~ ~ :'.: <, .~ ,0 ;:1 W."/ .' -"- - I \ '.' .. n -a:Z ,- ....... '--".. I, I~;"" '.".. il : ~l../):. t<<. . Ii ... __:~ Ii! ~ifi! i_ ;'.: / ::... '.; 10' .om 10 BE I, --- =, . ~. ,,, .~, ~ t!l.1 . ~ C:i ; ~ LJ.,f '.: ill ! '. '" : ~ DEOCAlED ALONG .if6\UI ~ '" ~ -r- <<!-_ '0 "r: :..'~'!r-"' ~ '.' ~... :" HlQ<ORY GROVE \V> . 0. ~.~, '" H P =- bin ". .~!, fir =&>:~ ~"'..' ~ il{i, : Ii . Ii! 8tPER MARKET :..:;:: -~~ : 4lI.... p. '-, ' .: ' :i'~" .",.}'B t 2"" . '~:"t":~ I , , ".. I ,.. ~ "'. -. 44.000 $.F. W/pMMIa .. ~,. I ! ..: '~~ f? t 0 ~ _ ~j. . 23lI ~~ !PAlES r/ . ~ :e: . 48.Sll I.... .;-.-- .. I." I T ~ 50.00' FF "'\.;"~". 7.94"...:. 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A!',~'\,\.r .~.- . # /" \\ \.. .;~ .:;:.,,;-,. ...'.~ ..:.,....:;t1!I..; ~" \ ~~. ,"l-:....",."?\;"'~/ .' :0."/'~"" I#- \" , \~ \., ... ~ .1', ,",," ' ,., ~ ."..,' ';.Jr," '..... ' . \, ~\~ ' , '\\ \ /W , :.. ,.'" ,'P":>" 'S ' ." ,~' " ;.,/ } .'. './ , -r; / \" . ~ \\ ,,~ \ S SIDEWALK , GROW PRe< " . x49,58 EXISTING GRADE ELEVATION '",: {,; ....,:~~./ q:'~.. 0"~~ ~...~...;;~,..,.. C~ /1#-'" / 'Q' .<.. .\ \\'~ ' ~ PROPOSEO GRADE ELEVATION "..~1"< A"V4' "11l~. ,;~'!' ;" ,.... ., · .' \.'\~ \ \', .' '\' \', \ '<, ;-J /' > ::~~itM;-M;::"'#'# r.~'~' , .~ .' >#;. \\ \ \ \~\/ '~', ' EmI DRAINAGE INLET .,: .. " '1' './,~." '1f!j" . ~}.o \ , ."x:' ' ~ \ ,\ \ ~0~ FOOT TYPE "P-1. INlET . f':,"<:~ .", '[\;:~'~:..<~ 'J)i~~'~'~, ,-.; ~~~:' : /~~. "\~. "lMTS OF CONS1'RUC11ON ~ ..../..,. ~'-:'., /.,.- \'" ,\'~\ \\..\ ,. \\/~~:. ' CI MITERED END SECTION ~ ~-:~)ON CPH .' .' ~', H ....r'. ...... 5 ""-' '!Jj ':. ....' 1 \ \\ \ \ "~I''' r..,.,.,~ . '. ~.t~;. ,.0.-'.... . ~.<::> >,,/ ':~~~ _ _ ",{.. ~.... .., 1, ;;. \,; '\ \\ \'~ ',j. , .......... PROPOSED SWALE STORMWATER Fl.OW TOP EL. 41.1& (EXIST.) '\ . "~' . X" ....~-.=---. """,,,X; t..:j1iJ.' ~ ~'_ ", _ ....' W \. ~ \', \\ "~'. INVERT. EL. (NW) - 3U8 , , " ''Ii::' /'.' ~,~~-.......-;;'" Yl . . . r <t . ># 1P ~\ \\ \. . -.f,... EXISTING SWALE STORMWATrR FLOW INVERT. EL. (E) - 31.95 ..~.":J't.~:()~~~~i'\I;J '.,\ '- ~.;.:' ~ ~ .' .,/ '&. \ \,:~~\\\\ \\~:\~. ' -'VVV SURFACE STORMWATER Fl: DIRECTION e :: :_~S)~~3924 . >,~,~ ":~~( ,_~~::~\i . .1{~D-8\ ,..~~~,~~:~, \ __/ :g.~~~ ~~r \, \~ \l\\\\\\\~~\::" ~....~S~O ORAINAGESTORMWATERFlOWDIRECTlON ~.~r(~.) " .,~, ,< ~~ r;r1""V - \>,~ ~,,:~: ~; /~- OF lHI$ AREA ",~ \,~ \ ,., "\ DRAINAGE STRUCTURE NUMBER INVERT. EL (NE) - 29.83 (EXIST.) " ',:-t' ~'I'~ v.1'~.~li':?J ~. ~~ .:~>.. 'J I:~'l v""" "" ,',-,' ("',~ ".'.,. \ ". ,\ \ \\ \\ \ '~\ .: INVERT. a.. (SW) - 30.00 (EXIST.) , , )"." ,",Jj::.....O,F.F. .~: .'.... ....~., ~ ,',,_r...."', / _~ ~,->v ~~. " ,i \\ , EROStON CONTROL tHVERT. EL (NW) - 21.83 .. '^>~ : V '14.:~' .:t_-xso.C1 .... "1'!!.. "'.....'4n... ,,\, " a < \ '~ . . '.'~;<O,. '" ,'~t'),~\..>: ,,' . 1b\ ~ ' , ' t "il.~< er /.,.~ . ) \;& ',' \ \, \~, \ "\ A\ I~.:','!',~' CONCRETE PAVEMENT C8 ='TE~ :"'1~ .~. ' '~., .~'.>., . ., /' ~ ~" ~ .,. ># t: '\ \\ \ ,\ D ASPHALT PAVEMENT 1MJrt, IL (ME) · 3a.J2 ;, t'>.... . >,~,.' ~ ~':" ,/ '" ~~~ ~ \. ~ 48:101 ~ ~ \ \:' y \\\ '\', \\ tMRT. n.. (w) - 38.22 " 'r.', . ~.s~ r/(\r' ~ 48.t)()1 ~~ TO BE \ \ \\ \\ '.' ~ .', ~;"....." ...f....~i '. .' '~,....'J';-~~...~Vy(i .Y4' ~. ~~~."..".......~ DEVELOPED FtTURE \ \ ~,.;'p\\\\\,,\\~ ~~TE~:~'~ .', . ,./( .' .' _ '."\'.~ ~ '" -~.:.::.-; ,J)'~ ' \ \,' \ ~ ~ EL. (E) J8 40 . ."'~ ~ ~ .(-... -,' 4~ ~l 1~ r.. 0 . , ..~ '. ' "J" \ \ '..~ ' HUIOnI. -. . . .,\:' J. , ,';rc~ " . , . I ..... ~ .'''' Q ... ..'; . ,'T A' ..,,~. . . ' ,. ' \. 1\ \\\ \ \ INVERT. EL (SW) - 38.40 ~ @ FOOT TYPE .c. INLET < \ ..' ~ . .' . , J ~. .,' \ . , \, ~, \ t ~ A'\ \\,;. GRATE El. - 47.35 . , ~;~; ~~~.~~::;f1e.~'" J' [). 'L d.,,: fib:r:.;>>'m ':~ '.-..1 .':.~ "J~~l. \\\~t~\ \' '\ .~. =: ~ l~:~: , . . \ ' . ~ ~ I ~ .' '.'f=l .. ~f~:-l ' '.'liiiit. sEE SVf~ .....; \ .x \\ \ \\ "'. (Q~D FOOT TYPE '"F'" INLET .0' , \ ,." .. -? : g,\, , STORY _ ..' F=IIii _;'W""" . . ~. . /F I, '~~.. . ' . ~RIP RAP _ -.-' \ \ \\ ','\ G~"',-r El. - "1.50 , '~" tJ8.. u W/pMAPf.T r . ~~.. '... ;.r --::\. ~ ./11" ! ,.~<t' ,. \ \ ' c' IV'UI;, .. ',,", : ':. . I '3iSC)O $.F I "",. ~. .~. \: ~ >I< '71. ~~:J .... ".. ~k~ <. .~. \ ~\ \ \~'" INVERT EL (E) - 4105 '.'7""':: ' '~ .... _'. ." ' '.. U J 8UlQ. lli t..., '..~ ~~. ~.~<: iP\..~/.' ; / 40 LF 38" Ra> .0.,1>1...... ~ ~ .~...: ~ . , ,\, ,\\ \ IINERT: EL (S) - 31:75 c ..,', ,~'" ", , ~~~. ~., ) A. . t '- 41.Od F.F. " ~;.g~. ,~y~.' ;.' J~. ::~ ' ,'. ~. ~ ~ ~~'~ .JW-- ~ \\ '\\\ \ ,\, <9 =l~ : ;':.25 ", :.~. ". ..aDG.14.."" :l~ r4l~(nP.) l'-..I'.~~, ~35U'''''''lii ,--:.,...,~ ~I ~,,",~ ,z1.~ ~ <'aP-~ ~~,~~~ ,~~~ fx(; 1\\'\~\' /0' ~ =.~-(E...)':O...1.90 , ", . ..!tI.f.F. ""'~ ) . ,IV" J' . W!! ~ It' ~ .. P.; ~/ .. ""-/. . ,..... ~ ...." ~.: \\ f~\.... '''A~. EL. (W) - "1."& 1- I.,". ',. ',. ..... '.' t'. '. ' -.-- liJIi ,.....-.. K IJ.......'AY.._~~...._-~ 'lIl~' ," .:. . \~~ \ ..y~. .... ~ : : . O~ (p-V FOOT TYPE -C. INlET GRATE El. . 46.50 . INVERT. EL. (S) . "'2.38 INVERT. EL. (W) - "'2.36 ~ ~~-..: ~ :_IF.'" RClP oo.28XI 'tih~ ~~ E.aI~. ~ .) ~ "liQ1 LF I,~O~._ .~ 12 LF 30. ReP"OO.16 ~~ It .... \ \'JII' . ~.~ \ \'\~~" ~\V;(:! 44. (fv FOOT 1YPE .C.1NlET ",8 ,....~ ,.':./ ~. ~.~, ~ ~".e f6.-..:l.-&Y ~ .9" ~:. \\\\~ ,<.,\\~ \ GRAttEl.-47.oo , ,..1 ~ \, .; ../ '.' 2- ,( d, ,,'~' ''\ k\~~ ~~~~~ ..~~ q ~ '.' · AET.... Irv!a .c, \/\ \\ '~\\ \~ .. -'-.) INVERT. EL. (N) - "'2.75 ,. ,', ' , . , '\ 'Ii C .. .~ ;5:>9 .) .' . ....,_n \ ~\ \ \\ ,\ \ \ i' ,I"~ ="" o=::lO- ~ j:=- _== ==-'\. -==' """" ==' t:= =, -....., ~ = .C::- ,.,: 7 P. ',' . ...... ~ .' ',. 2 STORY , \\ \' ':, \\ ~~ STORMWAlER WANHOLE 'It '.. '>:-J':., .r ..'d;.....~..;.;;..~'t',\"...~,':.". .ILJ..'.':" .....~ ..,.r.. .,r_...~ ~ ... ..f lof., ........ .'... ~ .I!!!!.f ~ffi!l ~fit~~, ~. ' 19800 S.F. -c.,\ ~ \ \ \ '.\\ tIf1IJ RIM D.. - 48.1 .' '1" , J!<k.'1'iI .'" I' - [,1 ,- .... I q ~ - . -. - ~ 44 . fl, ,.;~ --. IlLDC. 2 .. ~. \ \~ <), .\ \\ . '2.. INVERT. EL (SE) · 39." .J~:.' I . ~ ~ '. '. . "- ~~." t~ ~fl" ~. ~ _........ ~t} " ~ " ~~ ~ ", ~~' ~ S: ..: 45.50' F.F. )~ \w\'~, \:\ \- 744. INVERT. EL. (N) - 38.96 , '"). ,~'4.) ~. ~.. d ~ f.Y'" " 'W d He (TYP)' ~ ~ ..... ~oD_\'" " \'\\ \ '\ \,\ ,\ (Q~ FOOT 1YPE '"F'" INLET ,,' . , O' 'II ~"'Y :, \ \ \, ~\ GRATE El. - "'8.00 '. .....1 INVERT. EL. (SW) - "'1.04 85 a_ r ~ ... ..1r" j, \~ ~d) e INVERT. EL (NW) - 40.54 -; '. ...744 ' ,.' '.... _.05 J5.48 __65 o;,.~ ~. ~ \ \ \l' , \~: 0 10 FOOT lYPE "F"" INLET . '. ...,~' \~ '. . . ., . ~ ./~ ~ ~ ~:c:> < ~.98 ~'&'1. r'. \-"', \\~ \,\ \\\ \ - GRATE EL. - "'6.00 ,r: ',' ~ ~ . ~ ~i' ... ' ~ .00''); $. ~. ~' ,-, \~ '('" \\\.. ~ INVERT. EL. (HE) - 41.~ ,. . I' 1-' ... ~".'. ~ ::~ -& · ~O' * ./ V .. \ \.~ t \'t.\' fill' \~'\~. ' -$> :: -23 .q- /...-~ V,f) L .~. 0 " \ '\ \ i i~) '-- 9 . ~~, : __... _ f" . ~ ~ - 0& 1~3.50 ~ .. '0 \ \.\ -~' ',:y \ '1" 0-11 FOOT TYPE "F"" INlET GRATE E1.. - 46.00 o INVERT. EL. (SW) - "'1.50 :f. :'. ,.~ ,";~ 48.81 ... . ~ :jr ~ sJ"".'~' 0'" ' 5\1~\\ ~. " \\ ~ e FOOT 1YPE "P-.... INLET . w:; . . c.I' -t6.CQ ~ 35 " ( l~ -t6.45 45.42 /' " . I '. ,,\ \ \ ~' " ,\ THROAT EL - "'6.00 . \, ""I~ \,s' , -t6.35 . ~ I(ii ~ 47.00 45.95 44.92 .. I ... "'" _ . . ~.$" ~ ~\ ~, . \\ INVERT. EL. (HE) - "'1.12 _ ,?:~ \...D~ . I ~ ~ '-- ..' -.so 44.15 / ,l;] " J-)t~ \ \ ~\..f.: '. \ \' ~ INVERT. EL. (NW) - 40.62 , .K: " CONCfn: VeHEEl. STOP (T'tP.) ~ oi31>- --'~ 48.80 43.65 . / '" ""'j !!. '. , \, ~ \~ ~ \~ \ \ ~ REMOVED .~ [---~--~---~- ~--- --~a -~~ --~& ii'~.30~-~~.e- ,: /-, -~--s-;.~- -~- ( .. .------ 0 /' ~"\.\\' ,\ ~\ <Q.~9 FOOT TYPE "P-.... INlET .'. ,'..., ......,'I~/A..USN. ~ 48 56. 1fI )YJO') '~~74 -/ . I :\ ,,: ~ ;'1 I" I'd)\ \ . ~ r. r\ /1 ,,~~ ~ .. ~ THROAT El. - 41.00 INVERT. EL. (SE) - 40.03 . ''4 : AlPK'1(~.81 " . r.... II : ~vb'~~.:i&".""",""'.'r... i v 0 0 ;'..~: \,~ \' ,'\~~~> II "O,.~i'" INVERT. El.(NW)-"'O.03 ..... . ;'~<~~/r.l...Y..." ~4~.:: ,,' ) .' 'L~";' ..~~).. -"~~ ~~A ~. ',~~. C.~ ..... ".;'.. ~~... ~. /' ':' .'n:' .. 'c,'~ ~. .~~ r, '~t" .........,.;Z::~ ~~~; i f ~,.,\ \. If;.' v<t , ~~ FOOT lYPE "1'-4" INlET . ",' >.', ' ,-,~.." ~.. , I.... ~f(j ~ PliZ _' ,~:..:~.:. ~ :.. /Y i . .' '.'. ',~ 0 0 37,700 S.F. I'. ," \\} '.\.~ > I THROAT EL. - 47.00 ,", ". ~...__~_ . _~_,______; ~1 {~~ t? :'/'~~.' -"VV 1M": :.: . :.:. '. .-: .~n <II . . ~:: I ~'i ~'. .. 'j ~ I,' lj ~ ='F~F. }- , t \ \'Y\ ''\~ ~\\, \ =: ~ ~:J) : ;~i~ . ';,)~. ... . f . " It :~ ~ :C .: :':~. :":.: ::"'\' "J..:^^ /./ I ~ . .., /; ..~ 1,@'" ;~ U\/':\. ,'\ \ ,,~ ~ FOOT TYPE P ... f 1J? L:" ,'~, '"., "".94 I~ '- ~~ ,".:,: == .. . i. I' YJc .' ,y · . . ~. _" - !.~ -.'/ :' ; \\ \~,'\, \ \~~.~ ~~ ~:"''?I/..,fb' ~ THROAT EL ; "'7.00 "~(l ~. :. ,~-;. . . ;' ./. ~ < !s ( ~~~ ~=y W/PMAPET't: ~ 1 STOR~~~ fl. .' L--- ,'><,0" r jf" ':t ~ ~\ \) \\\ '. ~\ ..., \\, \\ ~~.~ INVERT. EL. (N) - 39.51 . ~., 47.06 c !' ~~o.OOO SoF. ..';" . . 5.2SO s.F; '--J . RfTM./OFF1CE ' , " ,4 \ ~ \.\\'\ '. \\ '.: \\ .' , .", ~'" -I..ur ./ \.. '. ~~"'O aoo. 9 ,.'... ~:. a.oo. 10, ': 1 SlORY W/pNtAPET "" ~ f: '; - ~~' ';;'\~'~' .. \\' \ ([~ FOOT 'NPE '"F'" INlET . . 9'->> '.' " .. fI1 tll. 47.scr._~~'. .., IIrN F F \ 8.000 S.F. v - ' J, ',,,., \ , GD"'Tr' EL. ...II 50 , - ~ ~.:- -;--- - - - ~ - --- - .... -v .. , .:" 100.O"QO.Q' ~r-...!!:l '. ".ON .. 9LDG. 11 - 'L ;;"" /' ". \\ ~~ 1\\ ..~. ~ \'. ",.UI;, - -. .. ' L.'~; , ~", '. ' .1iIJi ~. .', ^"-- ;,j. '.... !.Ct...' (BY oHRS) 8"" ,MEA TO BE 47.SJt F.F. " i!,,~ : ; A.~ \ ~).\\ ,5),~,. "'\ \' " 0+ INVERT. El. (W) - 40.00 . . ~:- ' _~ 11M!! IIJ~.' , < Y" : 4'.~ 1.t.a5'~2'" 1143')(70 CI "Ii "'.... \,~~ ~~' '\ ' \ . .c-.V ~ 8 .ii, ,) 'J...~iTUln. : ~M !f6. ~r:..". ~ ., r_:J:;O , . . . 1 " 'I (.i .' \ ~,'~\', ~\\. \ ~...~ 0-19 fOOTTYPE"F"INlET '~.. ..' ,) 1 . '/."~~ .. '.' ,. ' 16.,' . . /. ~,~-~ .~,' ,"; .~ fb; .....44 ,.. ) . 169.83' f f, \ \\~ ~ ',\\ ,\\\\.\ ~,ff\"' GRATE EL. - "'5.05 . j" '..',~ ...', --.: . '.. ; \""'-'" "."~ I:' ':~ ',1 '. '" .: . M ! : J ~ \~\..,~~ '-: '.. \\\\\ ~ INVERT. ~(E) - 31.&1 . , ' , :" ,j.;.' ., . " , ---?a ',' l.io;,I... .' ,,- "I ~ l~"'&i.'i ,,~\\..., ,~I\I '''1\1 .' W ~"l.~..:' '""', ' '_ - _L.:..~.F"'';'-~ . _;,_ ........ .~~._:~.',... _~ __~':"'" ,~__;1'\7_ ~ ",: 1 ' .n.35~ ' -- 18" OO..28X -=:c ~....:,/ , ~ ';.;'~~~~';:" \\\':~~ ":;:,~ ~" '4' 1\ 1, '3;: " . ...~. .-:, '-': ' . y '7. -:'r, , T'" (t::z:=... !.Ii ....... . a..--" ..u -, '.'..'1 -.... "" \ "~-i It \\~ 'J -,,-- ~ g , : > ....JIIii"Z''='';'OO... _ _ -=wt'I _ _ ~ ;i '......... W - ~- ~i/' 1. ---"'r- ~ . - .- - - ~_~;, ' "~i;~';~ ,,.........,..,w",,.t'. . ....... - -.- - .--. iZ' ~..; ''', .~e~;0.">.;I,'1""~, .,;,i11t~,~"v.~~..,.,:,,,,;,_.,,.,.._._,...,,~-,,.r'l ."7"Z"',......,.~~~.;.._. '.....,......;.~f.........~..'..,:r,,~' ., ....~--':IIIN!L..' ,_ ......-......-- #;'1': G.7.t"rl;"'-r-:-~.1-:".....,...,..,-:... ............ .... ',.,~.'\:<..:.:...:;...L.-.., . "...~.. ...,!........~~.::1h~) x \'-.. ""'..: ~ --- .; \, . .,.... _ ___ _____-:::-.:;;; .o..t.._......=:::::"_....__ _~-:. .-- _~ '-r~_--e==-=:=-~ ~ _~..._==r....._ - --*~....-_...._- _:?ad:.-r. ..... ':::;0::."" 'F. =-~.=_.:;~:p." ==--;, ,....... -,=-="-.! _a;: ==-~ .....:.: ,,'. .,~~ !!~-:-::- =; __ =_ _ _ _ _ .~ =:!-~ _ = _ _ _._ _ --:- ~ __ _ _ '-='~ ~_ _~ ~_..-. -... _::::=-,. _ _~~ ..'It-~__~'=-..- __I!: ~ ~ RCP:: ~~ = =~ == ~:c::e = == ~- _ r:I- e::: ~ -=.~'~\~-:= ~ ';..:;.-;.-' ..-;=~ CP, \ == -1= =1::. = ~ , : '" .,;., , ,,~, RCP ~'.-: ...' 332.8 '... , " , ' . " ~~.. ..,~' A O' t'tIu',..' /': ~RCP /'., "I:?' I ~ ',' "'C"";' ','.'--- ' ;'''' ...., 'ro. ',' 5mt .~j T r. Cvno.,.WALK . 'l , / ..," \ " ...,.,' .,' ~.. _ . .' ;. ' I ,..' ~ '. ~ ..> . v" ~ .... ~r ~ 1"',, ,l; '~k '~ U,.. , . .'" .....: ~;" '... "'. ,,'. ,~.b ~#~ '. ' <$- Jt!" ,!O....l) (f a' ': '.,., \ / .: ':, ,q":.-~. '... ". " " : - .' ~u: ' . '. ' ",:.' ". . ',' , . . ... f> ~""~~'.:Pd,;';-" ~ .' . , ~ 8- ~ ~~ ~.~ ~. B LIIlS aF,~I~ 7 3:. ~ '.. . \. / p. .': ----..:~ '" ,..' . 0::." "'; ',... . ' ~ "', '^. ~ ~~ ~ ~~~<.) " , I\T ~ ..' , \.. ~'.. '. ':. Tr'~'- .. '>;W--~-:-------:-J"-""':'_-'---::-"""'---~"""""""-===;;;:?-==~':> ,g;::;-~ ~ '#,1.. ' ,'. '~~~;;i'" -- , '" '* ~~"~ S R c.U 3 .' -r-----.--c;....o:::::-:--.."\. ' ~ /. ',' ...... :. ,,;/,. ''', "'f', ,:';< ..~~:,' If' J ~ " ~~u'., ~;.~~""" ^ },'" ' .: ,: ',. .' <..,' :L ". lff"~ '. .11 '!2 '. .~': ," ~~~~~~ . ~~1JNG ~ tNLET' . ':5 4- ,;fJ_~" ~1l.4 . '. . ,,:' - .' I. -...... ~;;;; :,,~.,', . ,<:;) $ I 'J< \?7.:t:.... ~~+,;.:i::~,t~~~~7 " tMO:,: ':> ~~~~<"~"'r=->--..~~,:-~~---\--:;~;,. -~.-:"-~f~-...,.4'~:-'-~--' eiST."4.;vZ';;'8EflE>IO>meY~~,<> ~\ \ II / . ",' ,,,:'>~' ,\;'.';,. ~ ',' ,: "~~,~,.1,f,..,,:,;., .' . f,.,"* .,' . ";,,, :'" ,>' --.P ,.' ~ ,7. ";P' " 'II '~' , :,' . '" ". , M&rlJAN ,.' '. . at:,l<,.1,~'~'4f" ., .', .D"~~;>i~~.~' .,) '\ 0 ;\/ ,,,<~;,,,;."~'~"~--:.-:-~ ~'~'"";'1"~>---T'''''''--~'''''''';''''''-'----''-'_-'~'" _~?""'" ~ ,./;";,1, ,.. ,.......---_.......'-....' . " ,-.. ",,"" . "~rS:~'r~... ' , ... ,,,,~Q~~,;97 _~~ (\ I. "!!f\ .....b.. _1$ ~....~.,~:~"':-?"": . - ,:k~.f,~.....~ ,- ,k~.l'_,; '" '.', ~"..~ ~ ~H. \, -~~~ , ..~.,' i"...... :~' ~' . --~_______ . '" ,.." -, .' ,\ ! ", .1\1 l' "' ~:-,.,;~~~--~~ ~ ~/~,~,\;). ",,"'C "I' ,'. ,_';','"", ..fIT'>',. \".,. ' "', ',..... .,'? ",f',' "'U l'" -------------------11--- .......--------------.-......--......,..' -- .. 0.<,\ / "....~. :~,.;'vt".,'.>'::'; .,:".i'.:',:,.r...,<ti:;(.: "'.,ji,,,:;I:~,:t.;;;.' , ..:,;t':'.,,,>,,...';;;,,;.:',,,'.l'.!'.'..:.,,,,,,., '.':.."Q,'''~~' ''',,>:'':;'~t. '~',,: :~:,.," " ". ".: :,'. ,'..'.;';....~', ~" " . ,,:;,"...lO:~ .I;., 00..... 1~.h ~ ,. ,"" ... . .' ' ... ' ',.. "!o f""" .. " """. ,:.b _ -iiiit!/ ,., "e, . :\ ' ,,',V ~.. ,~ ,.. \ i;" ;':~_; J ': ..,~ '';''",",,,'':loIi:: .,':: ",".' " "':':'7..,"~' .,.,: . .,:'- ,..::,..' - ,';'. ;'h''', , ===~e':.~.. ",--"",':.," .' :,', It'" .' .;, ","', """. .;'<. ".'" -- ~ ~~'... t.i;.':i\/"!'~"'!":::';r' , ,"f,,:,:':,,"i. ;\~lt,,">/:>',:';,r ".c'; ,,,:' ,';,.... ..~.'."::'.., ,',.~~ ',.' '"."....... '" )".;,', - "','..,.,',, ,'..:,;',' .' '" ",.' -," II ......"i.. '.' ',. ," ,. ... .,,\.,r'~, I \ \. -:- ;,J,,, ;.i.~' "';.j'-":,, 'i~f';, ,0. .. ~ \'~-fii'f, . "'5~', :"~';'., .,; , 'ff,,' ":'-:" ",..' "'-'''':.''' .,. ,', . -> ..,.:,.. ,.' , , .. .. -'." "',", , " ,.. ..~>,:;'(r#t..~ '::'ll-'.'!..: f,...., h..t~~~., ;):~~~~,::' ,., ,.~~:.t~;,~~~.~.~.,>::~.~tf' /\~~:~~~.,;\;~'~"~{':~:', ',' ~::::,'. ,~.~..,n'~r'l' '.' on..,:; '; '.. . '.. ' ,,,.,,r..,:~t.~;,~;}>,t:~, .,:",;;~:. ,.... .'. ,k'l,,(:';' '. "'~~~' :'" .,: .. " '" " '" ~~,~,.,....~,,"-'~:~: "'>" . ~~:.r... '1; ..,.' l<;'~ '. ';;,.'t :-. . , ..-' '~ . -. ~ - , , \'- \)." /.. \,\ \\ .~ '... .. \%'~,' ' ~R~!i, LEGEND\{ . ~ \.\~ ' . ....~ , \/' " -.\ ;..' ~.. ,\ '~, 't' r ,/ " , '. '1.^,;:,~{,,; ;;...".".; ..."..., ,~', ,'""".',:::_,"".. .~ .... ,'.'. ',;~ ./~ :'.i ": < ( I.}~ ': ..... t:~ . " '. ;. ., ' , \ \ \)\. ""\ , .~ " ;,\ ',\ '\ .\ , . ..'(~ '.). \\ Et.E.VAlloN. . a. EX EXISTING 'TYP , 'TYPICAl co CLEANOUT .'\ " ,'" . ~ \.. INV INVERT ELEVATION MEG \,:.. ' , MATCH EXISTING GRADE "J " t <;s. . . ...~ . . ',' ., ,.' , '.. 'c', ., .~ i' 'o'. '"':..... ... '" or.., : .~ ~, <- f" \,:::;' , . , , 40' 80' 't IT FlNISH FLOOR ELEVATION 0' ~ I, SCAlE: ,. - 40' .J)RAI"AGE STRUCTURU .' ',' ~ \ <',' '~ '... ' ' ". ,( . '. . '~. .. ~ FOOT TYPE "F" INLET ~ GRATE EL. - 45.~ i INVERT.~ (E) - 38.86 INVERT. EL (N) - 38.86 ~~~ STORMWATBt MANHOLE RIM El. - 4&.7'" INVERT. EL (S) - 38....9 INVERT. EL.. (NE) - 38.49" ~ !p FOOT riPE .C. INLET ' ,- GRATE EL - 46.00 1NVERr., EL (SW) - 38.0$ ~ l INVERT. '[L. (NE) - 31M ~i <[-~2)) FOOT TYPE .C.' INlET ' m GRATE EL. - 46.00 , :f JfMRT. .a.. (SW) - 37. INVERT..a.. (HE) - 31. <Q:~2j) FOOT nP!: -C- INlET GRATE EL. - 4&.00 ..vERT. EL (SW) - 31.vr. INVERT. a. (sE) - 38M ~ FOOT 1VPE -cf INLET GRATE EL. - 45.75 INVERT. EL. (NW) - 36.40 INVERT. El. (sE) - 38.40 ~y STORMWATER MANHOLE RIM. EL - 44.45 INVERT. EL.. <NW> - 36.25 INVERT. a. (E) - 38.25 ' ~ FOOT TYPE .r INlET ~ GRATE EL. - 43.50 INVERT. EL (N) - 38.00 <Q:~~2~ FOOT 'M>>E "F"" INlET GRATE EL. - 44.1'" INVERT. a. (E) - 40.2'" @:;2~9 STORMWATER t.fANHOLE RIM El. - 43.88 INVERT. El. (5) - 38.8S INVERT. EL. (W) .. 38.98 INVERT. a (N) - 38.35 <[~3:g) FOOT TYPE .C. INLET GRATE EL. - 43.50 INVERT. n. (W) - 36.13 INVERT. EL (S) - 38.08 INVERT. Et.. (N) - 3~83 CQ:-:~ Mn'ERED END SEcnoN INVERT. EL. (N) - 35.51 ~]) MITERED END SECTION INVERT. EL (E) - 35.00 . .1 VARIES 1.. 1~ ... I 1 t i /-t1 ~ 'J: . ~ a:: ~ . '6 Q r.oo.I ,~ .... ..... ~ NOTES: 1. SOO SlOE SLoPES 2. MIN. SLOPE TO BE 4: 1 EL. VARIES (36.57' -35.oo') ~ (N, T.$.) . KEY' MAP : " ,."....",. I " .' ';. , , , : J " . ';;. 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"U ::0 o -0 o (/) fi1 o ~ ;.; fTl ;0 s= ~ fT1 ;u I :E s: @~. "U ;u o ""0 o (/) rrt o ~ z ~ -< ~ :r: o f;1 I ~ :r: ""0 ;u o "U o (/) fTl o m ~ ^ -rt 5 ::E -0 ;:0 ~ Z -t fT1 ::0 "U ;u o \J o (I) f11 o U> -f ;0 C o -t C ;0 fi1 Z C s: m f11 ;:0 \ / ~ " ~\ ~ \ ~ (;) /.------ /' -- /' / I ~ ~ fT1 N ;it ~'~ m~ .(~ ~~ )> Z -t &1 ,> f ~~ ri1F ~~ ~~ ~iTt -' -' ~:o ~~ sn~~ ~~~8~~ g~~~~~ .. ~~ ~ ,. -' ,,: . - DESCR1PTtON . 'r ~('9 \ SCALE: '1"=40' DRAVwN BY: SEF PROJ, MANAGER: DFG PROJ, /I: 267~008 DATE: 10_10_00 o f~E, #4~ THE:SE P[ANS , MAY NOT BE COPIED OR MOOIF'lEov;,mOUT ~ITTEN PERMISSION fROM AVID ENGINEERING, INC, e COPYRIGHT 2000 6139 - PREUMINARY o SSUEO FOR ~ INC, Civil Engineers Planners Traffio Engineers Landscape Arch"ect8 Envlronmentsl Engineers reI 7208 sand loke ROOd" SUite 304 Orlondo. florldo 32819 (407) 248_0505 FOX: (407) 248_0334 www.oviden9.com JDC CALHOUN, ./ UTILIT,.iY,PLA.N ..- -.. .' ',; -'.' . . . . - - ~ - . , '. 'w' , I O'~, ":.',') "K' " , ' . ~,\" / ,,~, '''',<:' ..-' '\~. \:~ \~,\ \~\" , ;.?':, \', \;' ~\ NOTE TO C'ONTR'ACTOR,':' \\., "~\ BEFORE BEGINNING sITE WORK, THE CONTRACTOR ~. REQUtR~~\TO ' FIELD VERIFY THE ,EXISTENCE AND 'LOCAtiON OF' UE' RGROUNO >~'. UT I LIT I ES AND otHER t~A T-t!RES. THE CONTRACTOR Y CONSUL T~" THE UT I II TV. OWNER"S RECOftO DRAWINGS. BUT THE UT fTY CMNE~,.. AND THE ENG I NEER 00 NOT GUARANTEE. ay I MPL I CAT I OR \ OTHERW I SE. THE ACCURACY OF THESE UT III TY OWNERS R~9RD :~. DRAW I NGS. SITE CONTRACTOR SHALL BE F I NANC I ALt Y '<;' ''. RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. , '. t" " . , ~~. :,?', . '3'" . .' ~ >~. ~ '. . ~ ~, . ,K i . o , ,,~, t:;":- ' '.1<,. :'-,,, '. 1" " .. ...~ < tr , , ..>:1; , ,.,.. . ,~ I" ..... Il,.,""'''' . ~~It.~' f. ~ . .. !;-e ~ , 'u ,"":0 " ,.:'F " , < : f ':'.~ . .~..;' t; ~ t. '~;~;~,;.: " ',,, , ,. < .;,' ... ;,. ~ ,", SANITARY SEWER STRUCTURES <f~]) EXIST. MH RIM EL == 41.08 (EXIST.) INVERT. R. (E) == 33.75 (EXIST.) INVERT. EL (SW) = 33.85 (EXISTING 8" HOLE) RIM EL - 43.65 INVERT. EL (SW) - 39.45 INVERT. EL (SE) :a 34.10 INVERT. EL (N) - 39.45 RIM EL == 43.60 INVERT. EL (N) == 39.91 INVERT. EL (S) = 40.01 <is~]) @~]) tSS4' RIM EL - 44.29 ~ INVERT. EL (NW) = 40.28 INVERT. EL (E) == 40.18 <is ~ RIM EL = 46.85 INVERT. EL (SE) = 41.34 8" PVC INTO PROPOSED <is ~ RIU EL == 48.11 HOlE IN PROPOSED INVERT. EL (NW) = 44.21 MANHOLE (BY CITY) @~ Y RIM El. - 48.13 INVERT. EL (SE) - 43.07 INVERT. EL. (NW) = 43.07 <is~]) RIM EL. = 47.74 INVERT. EL. (SW) = 43.44 INVERT. EL. (SE) = 42.36 INVERT. EL. (NW) = 42.36 CONNECT TO PROPOSED WATER ca ~ €p RIM EL - 48.50 - INVERT. EL. (SE) = 43.85 INVERT. EL. (NE) = 43.75 ~ ~ RIW EL. - 48.5 tiiIa ~ INVERT. EL (NW) = 44.16 1 --- ~ ~ ? ~ ," .~ - CU> ----e . l>o:a 6 t> o ~ @) o wm eon ohw P be S5 WL GAS- . " .. ~ . . . c=J @ 'f .: ' ... c.~' ..... ".)~'. ,'" , 'l( li,L , . )'!, ,t; ~ ~ .., .:t"r;"" '~t ".,,, ~ ~ >.~: -.' t;' -,,, '~'('i .'" 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""}.,, " >";_'.~ 'ie. :':'~" . ," ' ;;,~ t!J1/t '....,:" . ,,'. ~ , t.~~;'~'>~;;, ~ : ..:;J:~: '~~:~' 'Y .' , 110 '\,', ~'i' C. ,,,{, . i.:' ~ " 0' 40' ~ t SCALE: ,. =- 40' 80' J y EXISTING SIGNAGE EXISTING UTIUTY POLE EXISTlNG GUY W / WIRE EXISTING CHECK V~VE EXISTING GATE V~VE EXISTING FIRE HYDRANT EXISTING REDUCER EXISTING BLOWOFF EXISTING WATER METER EXISTfNG SAN1TARY MANHOLE EXISTING SANITARY ClEANOUT EXISTING WATER MAIN EXISTING SANITARY WAIN EXISTING OVER HEAD WIRES EXISTING GAS LINE EXISTING BURIED CABlE tHe m :.. I ~ PROPOSED SANITARY SEWER UNE PROPOSED WATER L~E PROPOSED GAS LINE PROPOSED ClEANOOT - CO PROPOSED GATE V~VE - GV PROPOSED FIRE HYDRANT - FH PROPOSED REDUCER PROPOSED BLOWOFF - 80 PROPOSED WATER METER - WM PROPOSED SANITARY MANHOLE - MH PROPOSED BACKFLOW PREVENTER PROPOSED STRUCTURE NUMBER NOTE: 1. ALL FIRE HYDRANT TO BE PAINTED YELLOW 2. ALL UTIUTIES TO BE UNDERGROUND KEY MAP x -' ~ '" ,. , ,....~ . ",~;{,. 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PEMtt'f WARfQNG; 1HE....~1iofd,-q DCI$11NG " ,1 " ~} '.. , . ,~CUC) UlIJ11E:S. tN ADV~ OF CONS"I'Rt1C11Qf, I'Y': CALINC -SUMSHINt'" A"t t~~..lHE CONlRAtlJ)R ,IS, ~ fOR CONTAClIMG AlL J111tJ11ES ,N01' ~ IN ,lWl ~ PROGRAM., ~ .A.. , . \ '" ,'''., ~'". . .. ' . &. 'hiE C()N.lRAC1OI $' RESPONSe.E F'Oft M'P~ ANY ~ACE TQ.EX1S11NC 'A.CIiJlIE$, ISOVE. OR 8D..OW' GRouND. 'fHAT MAY OCCUR AS A RESUlT OF ntE WORK POFbtV:D BY 1HE totnRACTOR. " 6. Aii.' ~ UTlU11ES MUST BE 1M;f!l.ACE ANO lESlEO Oft INSPECTED PRIOR 10 B~ ~ANO ~ACE ~11OM~ ' . ' 7. "'IT 1$ lHE CONlRACTOR'S RESPONSI8IUTY TO 8EC<>>IE' FAMIlIAR Yt1lH 'tHE PERMIT ANI) INSPEC1ION M;QUIROIENTS OF THE VARIOUS GCM:RNMENT AI.. AOENCIES. THE COHtRACl'C:lR SHAlL OBTAIN AlL NECESSARY,PERMlTS ,PRIOR TO CONSlRUCllON. AND ~ ~11~ ACCORDINC TO ~ M:JRUC11ON. 8. AU. RClRCAlIONS AND OQCUNEHTS W€RAEb TO SHALL BE OF lAlEST RE:VISIQNS,MlD/CR LATEST tDllION. 9- Al.L WORK PERf'dRMEo SHALL' COMA. Y M'ni THE REGUl.A11ONS AND ORDINANCES OF' 1ltE y~ ~AL ACENCO HA~ ~ 0\0 tHE WORK. 10. 1HE ~ SHAlL SUNT FOR APPROVAl TO 'tHE ~ ENGINEER, SHOP DR~' QN ALL PRECAST AND MANJFACllMED IlEUS WilCH ARE FROM lHIS SllE. FA1WRE TO.08T. /tPPROVAL. BEFORE INSTAU.ATION MAY RESULT IN REMOVAl ANO REPl..ACDIEtn' AT, 1ME CCNTRACTQftS EXPOfSE. AlL SIiOP DRAWINGS ME. 1'0 BE ROtEWED NC) APPROVED BY 1HE CONTRAQTOR PRIOR 10 SU8WllTAl TO 1HE OYeNEJrS fNGINEER. 11. AT ~ lHREE (3) WORKING.DAYS PAJOR TO CONSlRUCllON. ntE CONlRACTOR StWJ.. 'NOTFt THE ENGINEEft AND APPROPRIATE AGENaES, ANO SUPPlY niDI Ve11H AU. ~,SHCP 0RA.cs. 'THE eoNTRACTOWS "AWE, STARllNG DAlE. ' PR08lID SOfEOULE, NfO OlRQ IlIFORaMTION AS REQUIRED. ANY W(R( , ~ .MeR TO NOTIf'WW '1HE ENGNEER, OR Yt1THOUT AGENCY INSPECTOR PII.1iOtT. WAY BE. SU8\ECT TO ~VAl AND REPtACEWENT AT mE CONTRACTOR'S ~. 12. WORt( PEJtFQRMm UNDER ntlS CClNl'RACT SHALL INTERFACE SMoo1Hl Y II1H OTHER WORK saNG PERFORMED ON SllE BY OlHER CONlRACTOftS ANI) UlIUTY COMPANIES. 't.T ViMJ. BE NECESSARY fOR 1liE CON1MCTCR TO CC)OIitI)tNATE AND SOtEOULE HIS AC1l\fnES. ~ NECESSARY. Yt11H OlHER CONTRACTORS AW) U1U.JTY co.f'AHIES. .' { / '. , ~ ' . ,.f. , f .' " ~ " ~, ~~:: . ' 13. 8AQ(F1U. ..,A'TERIAl SHALL BE SOUOLY TAWPED AROUND PIPES IN S- LA'tERS UP TO A t.EYEL Of' AT LEAST ONE F'OOT MOVE. THE TOP (:E 'THE PIPE. aN AREAS TO BE 'PA\m. BAaCFlU. SHALL BE: COMPAClED TO 9ft OF MODIFlED PROCTOR" (M$HTO T-180). , . 1.. sm: WORtCCOMCftEtt SHALl. HAVE: A COMPRESSIVE SlRENClH Of' AT LEAST 3,000 P.SJ. It . 01. YS. UNLESS OTHER-': NO"fm. " . ," . - 15. REINFORCING $HAU. BE 8IU..ET SlEEL BARS CONF'OfUNG TO ASTM A615 GRAOE OR "1I~f(~ . . , . ' , ,,'j :".,' . !Ht. .'. I( '.M ~TGt.1S ~'~~,~.NE~ ~ ~... ~Y', ~:;:~~_/ ".\ l~~;t .. ~ <' , ,"; t...t ' . ,.,\ .t""',,;. .' ~ ", :1" ., ,~~:9i;;~ : ,r ~\ ~~. "~". . , ' 1." IT as .. 'eoNlftACTOIt$ ~tVn.' tmJf)' ALl U'ALIfY C(lMPANIES 10 .: ~CT,OR ~1'P,.......~~....1O REMQWG"QR ~ , 'AJ.fY eastIMG,~,:"MOW'1HE;l~ ., ,,", .', '. : ~ . ~ " , '". :, ~ " , ;:jr..:- , .',. ,; ," . , , . a. "H, L~ C6 ~'~ :U'11IJ1IEs.:.... ON 'DE PLANS'iltA'41&N .' , ~~ fROM. M8fsTINfJJRWAlOf '''INM.NAE. AND II<< Q\CN FOR _ '. ~ OF 1HE '<:oNlItACTOtt., 18E ~ AS9JMES tIO Rf3PONSI8IUT'( FOR ~CY. PftIQR to THE STAR'J'.of N(Y.,eoNSTRUCl'tON AClI\4lY, IT SHNoL BE lHE':cONlRAO'I'CWS IESPON$8l.ITY TO NOlIf'Y THE VARIOUS U1lJ11ES AND TO 1UC:1HE .NECESSARY' ~1'S rQB ANY RELDCA1JCti4S OF THESE ' U11U11ES W1H lHE ~ OF, _ U1t.n'Y. 1H! CQN1RACTOR stW..L EXERClSE CAlJ"I)OM .'MEN 'CROSSING .Y ONDEJIGROUND UlIUTY, ~THER SIQIIf ON' 'fHE PLAN$ OR LOCA lEO BY < 1liE 'U11I.I1'Y.. CCMPAWf. AU. U1IUlIES "Qt .1N1ERFACE .,l.e:, '!ME .PftOPOStl) CCNS1'R\IC'DON SHAl;.L . f!lEL.OCAlED BY "rHt RESPEC11VE U11lJ1'Y' cqlPANIES, AND 1ME" 'CONTRACTOR SHAll C:OOPERA lE YIfM .. U11UlY COMPANIES' OORING Je.QCA11ON OPERAnoNS. AHY DELAY OR 1NCON'JENIOiCE CAtJSm. 10 THE CQN1ftAC1'OR BY 1HE VARIOUS U11UTIES SHAlL BE tIt4CIOOO'Al TO TH! CON~CT AND ~ E')(1R-A eot.FEN$A11ON 'tlIU. BE AlLOY€[). . . .. ~. lliE OON1RACTCR JILL It ~ON-.r FOR' UAK1NG A \1SUAl INSPEC110N OF' 1HE salE AND Wl.L BE RESPONSI8lE FOR'1HE OQOJn~ AND RDtOVAI.. Of' ALl UNDERGftOUND ANO A8O'Vt GROUND SlRUClURES lHAT \\1lL NOT BE JNCORPORAlEO wnH 'ftfE' NEW F AClU11ES. SttOUl.D AlIV ~ANaES EXIST Wl1M 1HE PLANs. lHE CONlRACTOR SHALL BE RESPOf\ISIEU FOR CALLING THE OWNER AND REQUES11NG A a.ARIF1CA llON Of tHE PlANS PRIOR 10 DEMOUl1ON. 10. DURING CONSTRUC11ON, AlL STORM SEWER fNLhs IN THE 'AaNlTY OF THE PRO..ECT SHAll. BE PRO~ BY SEDIENT TRAPS SUCH /IS SECURED HAY BALES. SOD. STONE. ETC.. ...CH, SHAlL BE MMfTAMO AND MODIFIED AS REQUIRED BY CONSTRUC11ON PROGRESS. ". AU. EROSION AND StL TAllON CONTROL WElHOOS SHAlL BE IMPl.EUENTED PRIOR TO THE START OF CQNSTRUC't1ON AND MAINTAINED UNTIL CONSTRUC'11ON IS COWPLElE:. 12. WiEN CONS"l1tUC1OI ts CONPLETEO. 1HE RElENllON./1)E1'EN1lON AREAS WIlL BE RESHAPED. a.EANEO OF SILT, MOO AND DEBRIS. ANt) RE-SOODED IN ACCORDANCE TO lHE, puNS. 13. CON'mACTOR IS TO PROW)E\EROSION CONTROL/SEDIMENTATION BARRtER (HAY BALES OR SIl TAllON aJRTAlN~ PREVENT 'SlLTA11ON OF ADJACENT PROPERTY, STREETS. STORM SEWPtS, WA A YS. AND EXI$TINO WElLANOS. tN ADDI11ON, 1M[ CONTRACTOR SHALL PLACE S'mA'Y. MULOt, OR OTHER SUITABLE WAlE:R1AL ON THE GROUND IN AREAS MRE CONS1RUCTION RElA lED TRAFFIC IS TO ENlE:R AND EXIT THE SITE. IF. IN THE OPINION Of' THE ENGINEER ItMD/OR LOCAl AU11iQRt11ES. EXCESSM: QUNl11J1ES Of' EARTH ARE TRANSPORTED OFF'-SllE: EITHER BY NAlURAL DRAINAGE OR BY VEHtQLUt lRAF'FlC. THE CONTRACTOR IS TO REMOVE SAID EARlK TO THE SA lISFAC110N OF THE ENGINEER AND/OR AU1HOflfllES. 1.. IF Yt1ND t;ROSION BECOMES SlGNIF1CANT DURING CONSTRUCTION, THE CONTRACTOR , SHAll. STASlUZE THE AFFECTED AREA USING SPRINKLING, IRRIGA l1ON. OR OTHER ACCEPTABLE UE'MDS. 15. THERE IS TO BE NO DISCHARGE O.e. PUMPING. SHEET FLOW, SWALE. DITCH, ETC.) INTO EXtS11NG LAKE sys-m.. ~, OR RIVER. WITHOUT THE USE OF SETlUNG PONDs. IF THE CONl'RACTOR DES1RES TO DISCHARGE INTO 1HE EXlST1NG lAKE S'tSlEN OR Rl~. A SEmtNG POND PLAN MUST BE SUBWITlEO AND APPRO'4D BY THE ENGINEER Of RECORD AND LOCAl REGUlATORY AGENCY PRIOR TO CONS1RUCTtON. 16. NO LAND CLEARING BURNING IS PERMITTED WITHIN THE ctTY U....TS OF WINTER SPRINGS. '. . . " : ' ". WAttRISEwER <:U:ARANCE REQUfRE'lfENTS .. If ~ r' , ..' . ,',. lit; ~ , ' ~~Alrt~tMINS"'~ UNDER WAlU' ~'~ II: &.AID' "'.: : TO"PftC)\U A MIIIIJPf WRTlCAL t)lSTAN(lE OF 18 ltQtE9',aawEEN lIE 1lKR1' ~ _ VPfD' fI!1Pt'AHD ltC' ~ or 1HE to.:R Nt. ,1ME'~ tHALL BE AAf'WfGEJ), SO ,tHAt M'... ,.-rt'$ AHO WA1Dt JOIN1S: WILL 8! EtatAU. Y '.:' SP~ fRQM M fQN1' OF QItOSSING WllH NO l.ESl'1RAN 10 FEET IElWEEN #MY . TWO JOIN1$;....;1H[ ....... . INCH, SEPAtlA.ft~fCANNOT BE MAINTAINED, , THE sewER ~'8E ~'.. ,; $UEV[ 01 EN~ 'IN CONCREl'E FOR 20 FEET ~ ON lH!':POINT OF CROS9NC., " , '. , .. . ~ l'HERE l$ NO Al'lERN4llW 10 sntR PfPIS. CftOSSING 'OWR WA'fER .... . HPIPE$ SHAlL BE CENlERED Ar'lHE ~:AS'INOtCATED A8CM. AND tHE , W~ MAIN SHALL 8E PU(S) 1M A 'St.iEW ca QICASI'D. IN CONCIElE, FOR 20 ,FEET CEN1EREO ON THE" POINT fE CROSS1NO. ADEGOAJE S1RUClURAI.. SUPPORT " '~ BE PftOW)f!.O FOR n€ ~ 10 fIRE'SfT .~ TO THE WA1'ER WAIN. ~AL SEPMAlIOft BElWE!N PMAua UNES: . . ORAVlTY,SEVtPS SHAlL BE INSTALLED AT LEAST 10 FUJ HORIZONTALLY FROM J,HY EXtSTING' OR PROPOSED WATER ..... 'THE 1)l$TANCE SMAU. BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACl1CAl TO MAINTAIN A 10 FOOT SEPARAllON, tHE WATER MAIN sHALL BE lNSTAI.LEO IN A SEPARAlE TRENCH OR ON AN UNOISlURBED EAR'Tli SHELf' LOCA lED ON ONE SIDE Of' THE SOD IMD AT AN ELEVATION so lMAT 1HE BOlTON OF lHE WATER MAIN IS AT LEAST 18 INCHES ABO~ THE TOP Of' THE SEWER. AND lHE WATER AND SEWER JOINTS SHAlL BE STAGGERED. FORCE MAINS SHALL BE INSTAU.EO AT LEAST 10 Fn:T HORIZONTALLY F'ROW ANY EXlSlING OR PROPOSED WATER MAIN. SANITARY SEWER/REa..AIMED WATER ANO POTABlE WATER/'RECLAlWED WATER SEPARAnoNS WIiEN lHE RECLAlWED WATER UN[ IS TRANSPORTING WATER f'QR PUBUC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARA110N OF RECl.AJhtEO WATER lINES AHO OOWESTIC WATER UNES SHALL BE PRAC11cm. A MINIMUM HORIZONTAl SEPARA110N OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHAlL BE MAINTAINED BETWEEN RECl.AINEO WATER UNES AND EITHER PoTABLE WATER MAINS OR SEWAGE COLLEClION UNES. AN 18 INCH ~Al. SEPARA110N SHALL BE WAtHT AINEO AT CROSSINGS. WIiEN THE RECLAlWEO WAD UN[ IS TRANSPOR11NG WATER FOR NONPUBUC ACCESS IRRIGA llON: tHE REClAIMED WATER WAIN SHAlL BE TREATED UKE A SANITARY SEVIER. A 10 FOOT HORIZONTAl.. AND 18 INCH ~l1CAL SEPARAlJON SHALL BE MAINTAINED BE1\'lEEN THE RECLAINED WATER MAIN AND AlL EXtSllNG.OR PROPOSED POTABLE WATER WAINS. NO MINIMUW SEPARA110N IS REQUIRED BETWEEN 1HE REClAIMED WATER MAIN AND SANITARY SEWERS. OTHER THAN THAT NECESSARY TO ENSURE STRUCnJRAL INlE:GRIlY AND PROlECllON Of' THE UNES lHEMSEL~ NOlE:: WHEN IT IS. IMPOSSIBLE TO 08TAIN PROPER HORIZONTAL AND \8tTlCAl SEPARA110NS AS Sl1PULATED ABOVE. THE DEPARTWENT OF ENVIRONMENTAl PROlECTION (OEP) WAY AlLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORlED BY DATA FROM 'tHE DESIGN ENGINEER. APPROVAl FOR lifE DE\1A11ON MUST BE OBTAINED PRIOR TO CONSTRUCllON. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS ,. ALL GRAVITY SEWER PIPING SHAlL BE SU8JECT TO A 'ASUAlINSPEC11ON BY THE OWNER'S ENGINEER. CONlRACTOR TO N011FY 1HE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPEC11ON. 2. 1tiE CONTRACTOR SHALL PERFORM AN INFlLTRATION/EXF1llRAl1ON TEST ON AU. GRA\iTY SEVERS IN ACCORDANCE MlH 1NE REGULAnON AGENCY HA~G .lJRlSOlCllON. SAID lE:STS ARE TO BE CER11FIED BY 1HE ENGINEER OF' RECORD AND SUBNITTm TO THE REGULATORY AGENCY FOR APPROVAL COOROINA11ON AND NOmCAnON Of' ALL PAR11ES IS THE CONTRACTOR'S RESPONSlBlUlY. 3. All fORCE MAINS SHAlL BE SUBJECT TO A HYOROSTA11C PRESSURE lEST IN ACCORDANCE WITH THE REGULATORY AGENCY HI. \1NG .IJRISOIC11ON. SAID TESTS ARE TO BE CER11f1EO BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULA TORY AGENCY FOR APPROVAl.. COORDINA l10N AND N011F1CAl1ON OF ALL PAR11ES IS THE CONTRACTOR'S RESPONSIBlUlY. ifi I ~ I , . ' ,SANITARY sE8. NOTES, ' " " . . . .{i '. ~~ . , ~ ~ ,", :J . , "'~, \~ v:: ~ ~~ ~ ~ ALL sNtTAfJ'I SEWER lIMNS. LA1tRALS SHALl. HAW A MINuuM OF"3I'~,~ co""'. ' . ",.' , . " ~r~.i AlL SANITARY SEWER MAINS & SERVICE LA'Y!'RAls stW.ii. OQN$1IltUC1IJ)' ,tIf PGLVWm. OI.QRU PIPE, SDR' 35 OR ..' 01MERWSE INDICAtED (II _ :. 0QN$1IUC'Q()N 'ORAVttNOS. . . ' " ",' . '~~r...t ".,. . AU. "'MY SEWER WCItK 5KAU., CONF_ .,.. 'L.OCAl. REGULATORY, &~ AND ~110t4 "".' :.; , " '. , ' PRIOR, :to COWENCINc' wORK ~ IlECOIRE$ CONNEC1tMG NEW WORK TO EXIS1N{" > . 'UNfS". APPURTENANCES. lHE 00N1RA0t0R SHAU: \€RIFY LOCA 110N AM) . El.EY41KJtt OF DCIS1JNG .pQNNEC11ON POINT AHD N011FV Hers. ENGINEER '('I ANY 'QGNFlJCTS OR 0ISCREPANaES. <". , ' p~ fII!E AND FlT11NGS $HAlL CONFORM 10 AS1'M SPECIFlCA nONS DESIGNA~ o...3034-TIC. MA ~ 35. INSTALlA11CW OF $DR 35 PIPE SHALL BE IN SlftICf ACCOAOANCE \\tlH tHE REQUIREWOfTS Of' AS1M SPEClIfICAllON SEClQI 02321. AU. SANITARY SEWER PIPELINES SHM.L 8E SOUO GREEN IN COLOR. AU. ~ 'ORCE MAINS SHALl BE ClASS 200.. $DR 21, COlOR GREEN. WITH A NON-METAWC WARNING TAPE A, MINIMUM f:I 2- WIDE. PLACED 1 FOOT 8UOW THE PRaeQSED GRADE. 1HE PRlN11NG ON 1ME TAPE SHOULD READ . ...~,w-. PLEASE SEE OETAI. SHEETS FOR AODI11OHAl REQUJROeITS." . AU QUQU IRGN PFC &'HAl!. BE Q.AS6 52 IN AGG9R8AMGf; \\tlH AMI A 2iI.60 ~CI~LAN9A~~~~:~'MS1 A 21.'- A 21.8, OR A 21.51. . ' AlL SANITARY SEWER GRA\4TY WAINS OR SANITARY SEWER FORCEMAlNS 'WHAT REQUIRE D.I.P. ARE TO BE POLYUNED OR EPOXY UNED. 9. ALL $NITARY SEWER ~ SHAlL BE lRAfFlC RollED FOR H-2O LOADING. 10. THE CONTRACTOR SHALL PROVIDE CER11F1EO UlIUlY RECORD DRAWINGS, SIGNED AND SEAlED BY A PROFESSIONAl LAND SUR~YOR. THE RECORD ORAYtlNGS SHAlL SHOW flNAL GRADES AND LOCI. l10NS ON ALl SANITARY SEWER MAINS AND SERVICES. THE CONTRACTOR SHAU. PROVIDE 1EN COPtES OF THE CER11F1EO RECORD ORA.NGS TO THE ENGINEER. 1. 2. 3. 4. 5. 6. 7. 8. . WATER SYSTEM NOTES SAfETY NOlES' 1. DURIfifC THE CONSTRUCl1~ AND lOR MAINTENANCE Of' 1HlS PRO.ECT. ALL SAFUY ~GUl.A nONS ARE TO BE ENFORCED BY THE CONlRACTOR. THE CONTRAClQR OR HIS REPRESENTAnVE SHAlL BE RESPONSIBlE FOR lHE CONTROL AND SAFElY Of' THE -mA\€UNG PUBlIC AND THE SAFElY Of HIS, PERSONNEL. LABOR SAfETY REOUlAl1ONS SHAlL. CONFORM TO THE PROVISIONS SET fORlH BY OSHA IN 1}tE F'EDEaAl REGISTER Of' 1HE QEPARlMENT OF TRANSPORTAl'ION. 2. THE -..uw STANDARDS AS SET FORTH IN THE CURRENT EQlllON Of THE STAlE OF ftORI)A. WANUAl ON TRAFfIC CONlROL AND SAFE PRACllCES FOR STREET AND, HIGHWAY CCNSlRUClICN. MAINtENANCE AND UTlUlY OPERAl1ONS: SHALL BE fou.owED IN lHE DESIGN APPUCA11ON. INSTAlLAl1ON, M~1ENNfCE. AND REMOVAL Of AlL TRAf'FlC CONTROL DE't1CE$. WARNING OE'ACES. AND BARRI6:R$ NECESSARY TO PROlECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN -THE PRO.ECT LIMITS. 3. AlL 1RAf'f1C CONTROl MARKINGS AND DE\4CES SHAlL CONF'ORM TO nfE PRO'JISIONS SET FORTH IN THE MANUAL ON UNIFORM lRAFFIC CONTROL DE'4ICES PREPAAED BY THE u.s. DEPAR1\IEMT OF' lRANSPORTA 110N F'EDE:RAl HIGHWAY ADWIS1RAnoN.' . " ' 4. LABOR SAFETY REGULA l10NS SHALL CONFORM TO 1HE PRCWtSlONS SET f'CR'Dt BY OSHA IN THE FEDERAl REGISTER OF niE DEPARlMENT Of lRANSPORTA'TIOtlf. 5. IT SHALL BE THE SOLE RESPONSI8IUTY Of' THE CON1'RAClOR TO CONPl. Y AND ENF'0Ra: ALL APPLICABLE SAfElY REGULA 11ONS. THE A80\€ 1Nf'000A l10N HAS BEEN PROVIDED FOR THE CONlRACTOR'S WFORMATtON ONLY AND DOES NOT IMPLY THAT 1HE OWNER OR ENGINEER M.L INSPECT AND/OIt ENFORCE SAFETY REGULA l1ON5. PAVING, GRADING AND DRAINAGE NOTES 1. ALL' DElETERIOUS SUBSTANCE WATERlAL. (I.E. WUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVA'TED IN ACCOROANCE WITH THESE PLANS, OR AS DIRECTED BY THE ow.ER'S ENGINEER, OR OWNER'S son. lESTlNG COMPANY. DELETERIOUS WA TERlAL IS, TO BE SToa<PILfO OR REMO\e) FROM THE SITE AS OIREClEO BY THE OWNER. EXCAVATED AREAS ARE TO BE BAa<FIU.S> W1H APPROVED MATERIAlS AND COWPACTEO AS SHOYIW ON THESE PlANs. 2. THE CONTRACTM SHAlL BE RESPONSIBLE FOR PROlE:C11NG EXCAVA'AONS AGAINST COLL.APSE AND 'MU. PROW)[ BRACING, SHEE11No. OR SHORING. AS NECESSARY. TRENOIES SHALL BE KEPT DRY WHIlE PIPE AND APPURltNANCES ARE BEING PlACED. DEWATERING SHALl. BE USED AS REQUIRED. 3. IT MAY lIE NECESSARY TO F'tElJ) ADJUST PA\GtEMT EJ.[VAnONS TO PRESER~ THE ROOT S't"STEWS Of' TREES ~ 10 BE SA\ED. THE CONTRACTOR IS TO COQROINAlE Ve1lH 0VtMR'S ENGINEER PRIOR TO ANY ELEVA lION CHANGES. 4. PRIOR TO CONSTRUClING CONCREn: PA\€WENT. THE CONTRACTOR IS TO SUBMIT A PROPOSED JOIN11NG PATlERN TO THE OWNER'S ENGINEER FOR APPROVAl.. S. lHE ~1RACTOR IS 10 PROW)[ A 1/2- BITUMINOUS EXPANSION JOINT MATERIAL wnt SEALER, AT ~lWENT OF CONCAETE ANt) ANY S1RUClURE. 6. AU. PA\QIENT MARKINGS SHAlL BE MADE WITH 1RAFfIC PAINT IN ACCORDANCE TO FOOT STANDARD SPEQF1CAnONS 971...12 OR 8?1-13. PARKING STAlL STRIPING 10 BE 4- WIDE PAINTED WHIlE STRIPES. 7. THE CONTRACTOR IS TO INSTALL EXTRA BASE r.tATERlAl WHEN THE DISTANCE I:1ETWEEN THE PAVEMENT tl.tVA11ON AND THE TOP Of' THE PIPE OR BEU. IS LESS lMAN TWELVE (12) INOES. SEE '"EXTRA 8ASE fOR CROSS CUt. VERTS UNDER FlEXIBLE PAVEMENT DETAIL.- a. STANDARD INOE)C[S REFER TO THE LAlEST EDmON Of FOOT '"ROADWAY AND TRAFF1C DESIGN STANDARDS". 9. . AU. STORM SEWER PIPE SHALL BE REINFORCED CONCRElE: CLASS II (ASTM C-76) UNlESS OlliERWISE NOTED ON PLANS. 10. PVC STORM PIPE. 1~ AND SMALLER SHAlL CONf'ClRW TO AwtlA C-900. a.ASS 150 STANDARDS. UNLESS OlHElMSE NOTED. 11. PIPE LENGTHS SHOWN ARE APPROXIMAlE AND TO THE <<NTER OF DRAINAGE S1RUC1\JRES. PIPE LENGlM FOR MllERED END AND FlARED END SEClIONS ARE TO END OF PIPE. 12. ALL ,IJlItAINAGE STRUClVRE CRAlES AND COVERS WITHIN TRAFFIC AREAS SHALL BE lRAF'FIC RAlED FOR H- 20 lOADINGS. 13. 1HE CONTRACTOR IS TO SOD THE RE1Dt11ON/DElEN11ON POND AS INDICATED ON PlANS M1HIN ONE WEEK F'OLLOVttNG CONSTRUC'nON 0; THE POND. 14. MAl'ERIALS AND CONSTRUC11ON MEnd)S FOR SlREElS AND STORM DRAINAGE CONSTRUC'ftON SHAU.. BE IN ACCORDANCE WITH THE LOCAl.. REGUlATORY AGENCY AND THE Fl,.ORI)A OEPARlUENT ,Of' TRANSPORTA11ON STANDARD SPECIflCA110NS FOR ROAD AHD 8RIOGE CONSTRUClION. '881. OR LA lEST ftE\1StON THEREOf' AND SUPPl.EWENtAl. SPECIflCA 110NS lHERETO, 15. , UtClEROOT11NG AND/OR OVER EXCAVAlINO THE RE1ENllON/l)ETENlION AREAS WILL NOT BE ALLOWED. 16. THE CONlRACTOR SHALL PROW)[ CER11FIED RECORD DRM'tNGS. SIGNED AND SEAlED tY A PROFESSIONAL. LAND ~ THE RECORD ORA\1JNGS SHALL SHOW FIiW. QW)ES. INVERlS. NfO LOCAlIONS OF ALL STORMWA 1ER F AClUlIES IIfClUOING 1HE S'rORMWATf.'R POND. DRAINAGE 5mUClURES, BERMS & SWAlES. THE CC*lftACTOR SHALL PROW)[ 1EN COPIES OF 1HE CERTtF1ED RECORD DRA'*GS TO 'TftE 'ENQNEER FOR 1HE PUIP06E Of' WcRF'WtJIC lHE S1'ORMWA'YER MANAGEMENT ~ . . " 1. ALL WATER MAINS SHAll. HA~ A MINIMUM (:E 38 INCHES OF' CO\€R. 2. ALL WATER SVSTDt WORt< SHALL CONFORM MTH LOCAl.. REGULATORY STANDARDS AND SPECIf1CA11ONS. 3. CONFlICTS BETWEEN WATER AND STORM OR SANITARY SE~ TO BE RESOLVED BY Al>\lUSllNG THE WATER UNES AS NECESSARY. 4. AlL DUC11LE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWW~ C 150) AND ANSI A 21.31 (AWl. C 151) AND PIPE SHALL RECEIVE EXTERIOR BlTU.....OUS COAlING IN ACCORDANCE WITH ANSI A 21.6. A 21.8 OR A 21.51 AND SHAlL BE MORTAR UNED. STANDARD THICKNEss. AND 81\JU1N0lJS SEALED IN ACCORDANCE \l1H ANSI A (AWWA C 104). 5. AlL FlT11NGS LARGER mAN 2- SHAlL BE OUCll.E IRON a.ASS 53 IN ACCORDANCE MlH AWWA C-110 .TH A PRESSURE RAlING Of' 350 PSI. JOINts SHAlL BE MEOtANICAl JOIt1'S IN ACCOAOANCE WllH AWl. C-111. f1T11NGS SHAlL BE CEMENT MORTAR lINED AND COAlED IN ACCORDANCE \\tTH AWl. 0-104. 8. 11fE CONTRACTOR IS TO INSTAU. lEIiIPORARY BLOW-OFFS AT THE END Of' WAlER SER\4CE LATERAlS TO ASSURE ADEQUATE FLUSHING AND OISINFEClION. 7. CONTRACTOR SHALL USE RESTRAINT JOINlS USING GRIP RULES ON APPROVED EQUAL AS PRO\1DED IN THE MANUf'AC1URES JOINT RESTRAINT T A8l.ES 8. ALL PVC WAl[R MAINS 4- THROUGH 12- SHAlL BE IN ACCORDANCE Yt1TH AWWA C-900. PIPE SHAlL BE Q.ASS 150 AND MEET lHE REQUlREWENTS Of DR 18 IN ACCORDANCE WITH AS1M 0-2241. 9. WATER MAIN PIPING OF LESS THAN 4- SHALL BE DR 18 AND HA~ NSF LOGO PER AYNlA C900 DlWENSlON RAllO DESlGNA11ONS. 10. AlL Fl1'11NOS 2- AND SMALLER SHAU. BE SCHEDULE 40 PVC WITH SOL\4ENT WELDED ~ nPE JOINTS. 11. AlL GATE VAI..'JES 2- OR LARGER SHAlL BE RESlUENT SEAT OR REStUENT WEDGE MEE11NG THE REQUIREMENTS Of AYNIA csog 12. ALL FIRE HYDRANTS SHAlL MEET THE REQUIREMENTS Of AWWA C502 AND SHAlL BE APPRO\€!) BY THE LOCAl UTlUTY AND FIRE WARSHAl. 13. MATERIALS AHO CONSTRUC11ON METHODS FOR WAlER DlSYRlBUTION S'1'STEW SHALL BE IN ACCORDANCE Wl1M THE LOCAl. REGUlA TORY AGENCY CODES, PLANs, AND SPECIFlCA110NS FOR CONSTRUC11ON. LATEST REVISION THEREOf'. AND SUPPLEMENTAl SPEClflCA110NS THERETO. APPROVAl AND CONSlRUCllON (:E AlL POTABLE WA'fER SERVICE MAIN EXlENSlONS AND cotfNEC1IONS MUST BE COOROINA1iD THROUGH THE LOCAL REGULATORY AGENCY. 14. THE CONlRACTOR SHAlL PRO\1OE CER11F1ED UllUlY RECORD ORAYe1NOS. SIGNED AND SEALED BY A PROfESSIONAl LAND SUR~. THE RECORD DRAYt1NGS SHAll SHOW THE LOCAl1ONS ON AlL WATER MAINS AHO SER\1C%5. THE CON1'RACroR SHALL PROVIDE TEN COPIES OF THE CER11FIEO RECORD 0RAWtHG$ TO THE ENGINEER. 5. STRIPING WITHIN FOOT RIGHT-Of-WAY 9W.L BE PI.ACEO IN ACCORDANCE Y<<1H FOOT STANDARD INDEX NO. 17348. 6. SIGNS \\tTHIN FOOT RIGHT-Of-WAY SHALL. BE CONSlRUClED IN ACCORDANCE W1lH FOOT STANDARD INDEX NO. 11860 AND SHAlL BE PlACED IN ACCORDANCE .-wH FOOT STANDARD INDEX NO. 17302. ' 7. SI~G AND SlRIPING MTHIN FOOT RJGHT~-WAY SHAlL BE IN ACCCR)ANCE WITH 'THE MANUAl ON UNIFORM TRAFFIC CONTROL 0E\1CES (MUTCO). . 8. AlL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RK>>fT-Of-WAY SHAU. CONFORM TO: A.) FLORIDA OEPARTUENT OF lRANSPORTAltON STANDARD SPECF1CA'I1OHS .' FOR ROAD AND BRIDGE CONSlRUClION (1818), (aka: STANQARQ SPE~; '. ' 8.) FLORIOA DEPARlMENT Of' lRANSPORTA'RON RON1WAY AND lRAmC ' DESIGN STANDARDS. CCNSlRUC1tON, MAINtENANCE AND U11UTY OPERAltCIIS, , FOR SlREE1S AND HlGHWAVS ON ST~TE MAINTAINED SVSTENS. (JAN,., ttSNS). (aka: STANDARD INDEX). COUPlING: WITH AU. APPUCABI.E INOICe IS REQUIRED. O. THE MAINtENANCE Of' TRAFFlC IS TO BE Pot FOOT INDICES 1800 ANI). 1523- 'f . 16. ALL PRlVAlI AND PUa.IC PROPERlY AFFEcTED BY 1HIS WORK SHALL BE RESTORED TO A COtI)tl1QN EQUAl TO 01 BETTER .'tHAN EXlS11HG CONOI11ONS UNLESS SPEaf1CAt1Y EXEMPlED BY M" PLANS. ADDInONAl COSTS ARE 1NODENTAl TO onq' (X)NS1RUC11QN ,All) NO EXTRA COMPENSA 110N IS TO BE ALLOWED. . ' 17. ALl DlSTURSEo MUIS 'WHICH ARE NOT TO BE SOOOEI). ARE TO BE SEmEO AND MULCHED TO DOT stANDARDS, ~ MAINTAINED UN11L A SA 11SF'ACTORY '$lAND Of' ,GRASS. ~A8LE TO 1lC ~T<)RY AGENCY AND ENGINEER Of' RECCRo, HAVE: BEEN OIITMlED. AHY'WASHQUlS. REGlADlNo, RESEEDING. AND GRASSING 'M)RK. AND OHR lROSlON WORK REQUIRED. VM.l BE PERFORMED BY 1HE CONlRACTOR. UN11L 1Hl SYSll1I IS ACCEPTED FOR MAlNTENANa:, BY 1HE REGULATORY AGENCY AND ENGINEER OF RECORD. . 18. CHAPlER ;''''153 OF lHE FLORfOA STA1U1ES REQUlle{ lHAl AN EXCAVATOR N011f'Y AU. QAS"t)1II.I"IlE$ A'......... at M ~ WOII<INC DAYS PRtOR TO EXCAVA11NG. MAPS SHOrt <H.V 1HE APPROlCIIIIA"ft L 11(1I Of' GAS' MAINS MI) 00 NOT SHOW SEINcllJNE$. H'ONL. Y SAFE AND PROPER WAY TO LOCAlE: EllHER MAINS OR ~lSeY AI' ON-SItE lN$PECTION BY THE RESPECl1\€ GAS , , , lHEREfORE. EXCAVAltlRS ARE INS1RUClEO 10 lEI,fPHONE 1HE . RESPEC1\'C iOAS COMPANY TWO (2) WORKING DAYS BEfORE ENlERING A CONS'fRyC'AON M1ifA 19. lHE CGtl'RACTOR SHAll. LOCAlE: AND FLAG AU. PROPERTY CORNERS PRIOR TO FINAl ~ tNSPEC110N IIfO cQrnFJeAllON. IT SHAlL BE THE CONTRACTORS RESPCNs8lUlY TO HA\€ PROPERTY CORNfJlS. MilCH HAVE BEEN LOST DURING CONSTRUCTION, ' REESTA8I..fStIm 8Y A PROFESSIONAL LAND SUR'iEYOR. 20. THE SOLS EMOINEER IS' TO SUPPLY 1ME ENGINEER VII'" A PHOTOCOPY OF' AlL COMPACllON ,1ES1'S. AND ASPHAlT RESULTS. 1HE SOIlS ENGINEER IS TO CERl1fY TO lH[ eNCItUR OF RECORD, IN fA1ING. THAT ALL lESlING REQUIREMENTS. ' /)", REQUIRED 'BY 1HE LOCAl REGUlATORY N1iHCY. AND 1HE flORIDA OEPARn.tENT OF Lll TRANs:>ORTM'lON (f'001'). FOR THE tNPROWMEKfS. AS REQUIRED BY THE ENGItEERIMG CONSTRUClJON ~ HA~ BEEN SAl1Sf1ED. THE QTY ENGINEER MUST RECEI\€ lEST RESULTS AS SOON AS 1HE TEST IS PERFORMED. , . . 21. 1HE' CCNlRAClOR IS RESPONSIBLE FOR COOROINAllNG APPIJCII8l.E TES11NG Vet'rH THE SOIL$ ~R. TESTS Ve1LL BE REQUtREO PURSUANT .1M lHE lESTING REQUIAEMEMlJ AS SHO-. ON 'tHE ENGINEERING CON$TRUCTION DRAWINGS. UPON COMPLJ:1lON OF' 1l1E WORK. THE SOILS ENGINEER IS 1'0 SUIUJ CERmCA1o.S TO THE ~ ENQNEER, STA'f'lNO lHAT AlL REQUlRDlENlS HAW: BEEN MET. 22. THE CON1'RACTOR IS TO RE\4EW THE SOIL REPORlS AND BORINGS PRIOR TO 8IOOING THE ~CT AND COMMENCING CONSTRUCllON. " .23. THE<ltRIGAl1OH ~.SH~ MA~ COI,.OR CQO[D PIPING AND l.A8EUNG ON 1HE PIPE TO ~ ~REN1tAllON FROM POTABlE ~ATER PIPING. . 2.. lHE CQNTRACtGR SHALL MAINTAIN A copy Of' 1M[ APPROVED PLANS AND PERMITS AT 1HE '~C11ON salE. 25. lHESE DMYI1tlGS.oo NOT INCLUQE NECESSARY COMPONENTS FOR CONSTRUCTION SAfilY. '1)4t (X')M'tRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND tlE11iOOS FOR CONS1RlIC11ON snE SAFElY. , , : 26. ~ ~ ~'MD UUf..QftC $tAlL lNQ..UDE WAtERING AND . FDtl1UL\'ftOIil "tHE OONlRACTOR $HAU.' 8[ RESPONSI8t..E FOR MAtNT AINING' 1NESE MEI4~~ .. ~CT 1$' 00MPlf1EI) ANO ACa:PlED BY lHE OYMR. '-, ~ l WORK IN FOOT RIGHTS-OF-WAY '": ~~ 1. AlL STRIPING SHAlL BE THERMOPLAS11C AND SHALL MEET THE RECMREWENlS OF FOOT SPEQFlCA 110NS AND SUPPl.,EMENTS. 2. REFLEC11~ PAVDlENT MARKERS SHALL WEET THE REQUIREMENTS Of ,FOOT SPEClFlCA lIONS AND SUPPLEMENTS. 3. AlL 9GNS WITHIN FOOT RIGHT-Of-WAY SHAlL MEET THE REQUIREMENTS <F FOOT SPECIFlCA l10NS AND SUPPLEMENTS. 4. REF'LEC11VE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FOOt STANDARD INDEX NO. 17352. ' t' WATER SYSTEM TESTING AND INSPECTION REQUIREMENlS 1. ALL CONPONDfTS Of 1HE WAlER SYS19C, INWIDING FmlNGS. H'l'DRANTS. CONNECTIONS.' AND VAlVES SHALL IEMAIM I.INCb\fJe) UN11L PROPf.I.tLY ~RE TESlED AND ACCEPTED BY THE 0WMai'S ENOINEDl JItESSURE TESTS TO BE IN ACCORDANCE WlH WAlER DEPAR1MENT SPEaF1CATION$. CQNlRACTOR TO NOllF'Y OYetER"S ENQIalIEER IMD WATER OEPARl\tENT INSPEC'IQItS 48 HOURS IN ADVANCE Of PfNOR.-.o 1tSTS. 2. CONTRACTOR 10 'PERfORM CHLORINA 11ON. BAClERIOLOGtCAL SAMPUNO SHALL BE BY H.lOCAL PUBLIC HEAf,.1H UNIT NfD/OR LOCAl UlIUTY. CONlRACTOR SHAlL Q8TAIN a.EARANCE (:E OOUESlIC WAlEft SYSlDL COPIES OF AU. BACTERIOlOGICAl TESTS TO BE $&ITlQ) TO ~ ENGINEER. J. A H'YOROSTAllC lEST CONSISDIG OF PRtSSURE lEST AND LEAI<AGE lEST SHALL BE ,CONOUC1Q) Off;AU,. NDL Y-INSTAU.EO WATER ulSlRu:*lllOH SYSTEU'-MSSlJRE' PlIES AND ~ THESE'1ESTS SHALL BE .. ACCa'tDANCE MlH H PAO\4S1ONS (:E ~WW,. CIOO'~ M23 AS ~. . . ' 'f:' . ~. . 4. ALL NEW.y-~ WA,,'_~11ON S'tSlOIS SHAlL BE DlSlNf'ECB IN ACCORQ.'. ~ 'AW'fIA CS5'I ,-, "'~Cl1NG \VA'fIR WAINS. , '.. I :~~ .' ". ~ j" .' . ~r . ' " PAVING. GRADING c!c ~RAtNAGE lESTlN~, AND fNSPECllON REQUIREMENTS 1. lHE STORM DRAINAGE PfPING AND R.lRA"ftON' S'1S'JDI SHAlL BE SU&E:CT TO A ..,StUIL INSPEClICN BY llfE 0.0'S EHOINEER PRIOR TO lHE ~ OF 8AQ<fU;. 1HE OOM1RACTat IS, TO N011FY 'tHE ENGINEER 48 ftOURS IN AOVNoICE '1':0 SCHEDUlE AM tNSPEClION. . ~' .. ~~ SHAL4 'W~ 1HE SJQW DUNAGE S~ UtrnL ftNAL ,.; ~CE OF THE ~T~, ": " . " .. of ,~> ;, , ~ .. " > , , " , .'. .', .. . . , 'Jo' ;..... <.J I /. ..' :. .... . . ." CONCRElE ,,<) r:::: '....1 l,'.~.:' .. a'l I .... '.' . . ' , , '~ :)U.:,'...: .. . '., ... ~ . " "~ '.;.~,f~~ '{~~: '.~ ... , :,"f" ..~. .; ~... . "l'- I'> . .'!-;', ,. -"~ ... ~:,..::';y,,, " .' ...., , .' .:~~;;,:::,' ( .f '; \ ',;' \ ~..,' ,Ii-" ':'" " . :.' ~~. :. :.i' .~ . ~'. ,-. ," ,.t. " " ".. .~r~.?:.: ': "':,t' .;~- ." ,. <t I,; . "''fI. ;. ......10'. ." ~ t...; ..,f;, ~,.. ,,;;. ..... . .:.... .~~~. -: . ~:. . ..~, f ~ . ,~.' . y . ,.... " :1-:;." ~j ~. " .1 :' ~ ',' > . ,.' , -\ > ~ ~ ; < " ,::: 0' ".,; ,j r. , r., ;,1. ,,' ",..:" /, ..', "al ~ \. > .^.)- +' t t ,\ ',' ,,,,, '. . ';';l~;,~~:': ~:~I'l1; ," i.~ j r . " ~. , -t. ''1' iD ... , \ "" ~ ~ '. '. . ~" " ;;- . "1{" ,- . , , . " " ::, ", " ,A ~ , '" '.'f. ""Il r:; AC<<$S' RN.P" '1 :.-}, .)", a I - .'1..' '. ' 1r 10' STANDARD STALL ,'.;' " " " '.' " " . ~'I>,\' , :' ..1. " " ,;;: ... ;OPICAL PARJS 8T ALL . 1.-,.:. " ~. ~~,""\:';.., .\ /-i,:;" ',. ". .' ":1 ,'~ " .~. :...~,~..jo~.:,~/; ~..: .~.~:: .~:~:.~f:'. ',~, .~;. .~~",<~. ,::<::: <~.~: ': :.~.> ~.~':~':;" ..:. ':,.~~'.:-'~ . . ~. . .':. .". ..., .... . ~ 4.' . ~ .. . . . .. .. ':. ~ / ~':'... ;,:./..;,~ .:~: :~' ;..' . :"~, ,...~ ".' :,.'. : ii'. ." ~~.' '.. ~..:'. .,.,;., .:~<:':' j . . ~,' ...:. '._>'~: ':- 1 ..'.. .. ~ .,,~ ':'.':-'4 ".".MAX SLOPE'== 12:1 . ' . .' ,', ....'.. . ~', .".. ':",".'. ,..:.. ", ~ . ',.,.. " .' ,." .'. .... ...'...~,. .,EXPANSlON JOINT · , . " '~". ...,', '.~ . " .' : ': " .. . '. 1/2- PREFQRUEl'n " .. '.. · . · .. .. ......, . .. T:ACTllE~ sURFAGE '..: . .~, .~. . ~ .:JOINT FILLER, ,,'. . ,'..... . '.:. .1;<..,. 4".;' ;~..:,., . .,~' .~ .':.' ." .:(ALL AROUND) \ ,,:~.~ :CONST ,4- THlQ<" '. ~ : " .:.' . .. .. .... ..,.. "~'4">': '.' "'C~-rr/ R,iim" ''-oil, ":4' ,. '., '. .'...' : ' ,..' . , V'I~I;.. I c:.. ... -I\IIIr ~ .'. :,. ~ . . ..' '. " ....:...... . ...... .f. :II. .,~..".'." "'~.'..'." .>> .... .' ....~ ...l..... .... . ..... ". . ..::'.. :' ..... ,'!' ... ....,....' '.: .~ ." 4. .,." ':'~DEWA~K..: . ~ :. , I ~,. . 4' ..1. 5" SlO .1.. 4" .1' PAVEMENT 'C A ~~ I< r: ~ '.. , r>",' . ',,' . '" .-; >5 f ,; , 4,:. i..' .- -I(, ~, " i~'l ,"', r ~ ':' A t .' '. " TACnLE SURFACES SHALL BE CONSTRUCTED BY :'ltXTURING TO A .DEPlH NOT EXCEEDING 1/8. ..~;,USE Of A TAMP OR ROlLER FABRICATED :' 'WITH AN IMPRINT' SURFACE OF EITHER 1. MESH :" '. '0.250 'MRE CLOTH (PLAtN WEAVE, CONVENTIONAL '.,~MP), #6 EXPANDED METAL . (STANDARD) OR 318. EXPANDEO METAL GRAllNG. .~. . ~ .:' ,', ", 1<. '~;.~.' . ".' . f ~ ,~ ;;,' "" 'r .... .'. '. .:. .'r~~--~~-~-j_l~r. ~r . . . . ..... · ". .. " '.. ". ',..A.: '. " ..~:.,. ..' .. . 4 ~, ~ HANDICAPPEQ ~~ I ,.... PC OR PT OF' RADIUS RETURN .~ " . \ '- - ~ ...-.-, - ..-.-. - ASPHALT "b. l' .!" . I EDGE OF I THRU-LANE-......... . , '~"I I /- SAW CUT FULL DEPTH II qr:: EXISTING ASPHALT~ BASE s~~~ _00 ~ R:-O" ~~ vq~~ vO FOOT SECTION ... --- --- - '. PC OR PT Of RADIUS RETURN ,;.:....~ : ALTERNATE BASE '1~,"'~ EXS111NG PAVEMENT SUB-GRADE .... .' '~~J^. ... ~t . ", SAW CUT CLE.AN EDGE; '. '. STRIP BACt< :'EXlSTlNG, . ,ASPHALT.& ROCK BASE , :';, 'AS SHOWN &. MArCH EXlSJlNG eAVENENT ,'r. . >>'. 12- t.tIN. PROPOSED ASHPAL T PA\4EWENT k PROPOSED ASPHALT PAVEMENT ;..j.:' ,.\ ~ ":'f..,...~ .< ,', ~ . ~ 1+,:t- . . . ... " .> ,~ J ,. . ,~,., . I' , ,~. \ ~ ~. ~ ~ . " ~;". ,. ~~ ru ~.~~~,~;.~ '"/ ~J.. /, \t '.,~.". ~}o~ "f.!' ~ u1i:l.A):l'" ~ ',", ~ ~j .. ." .,.~ .. 100 . .~, 'r)..~ "'I'~ '/'1 '1 . ~ -: . ...:.:: , . ..,a,.; , ' , 'II. I, "'". I . .'. "")00""'" . - .. -.;.ru-u. " ' ", PI \.:...,.. .," ......".~,,~-~:~~..,~ "..~~..'!o'.~,~....I. ....... 'Z/~#~#~ r~ rA r , ~:., .) ~~/:~:{~.~:::>~:f2:):}~(~:::::'~:~::~:::::::::.:::::/::..':,:::.:::~::. >.:~:/ r~,~ //~A I ~~ ~; , . ;::::,:;,:,,:~~/~~"'~~'::.;.. '.'; .'.. ':.'.' . '::.'::'::,;:: ~ '.J Y1 ' .t.~A n/'1. ~:~ , ' ~: ..' 1:-> >:-~':'.~~!~~. .~~~:.~.:.:-:-: :-:.,...:...: :.'.:.:-:-:-:.:.:-: 7~~;"~/'W~~~ "'~~~7~7~~ ,<$: ~'.'" :.' ~~:-:~~~':-~-::~':':~':-:-~-:'~':~:.,'~;:;::-:~f~~r~-:~~':: . ., '-:':-:':-:-: ::-:-::;~.:-:<:,' , '"" ~ ,fd I'"i:<.'.':' .~~:~:~~~.;.4.:y.~f:,~";~.~,:L~'.~'~',~",~,,\~',,-' .~:' , . ~ , ' " y~ . \, . 'I:i ~ _,t, ~::~~ ' '. ,. '. '. . J.. ~ :l~ ~ .~~. f:::'?j;~::~'~,'f;,,':\;~L'. ie.. . ". ",,:' . .;. .' ,* :'~'. J ... , \.. .. ~ ., ~'~::. '.:~: ~ \ .,. -,~; ~ '~. t~~.:>>, ~.' {.\,:- 't-.:.,~.,~ ~ '.'..., '. ,~.... f. .:,;..,,:" l,:.,: r.~ '".. '...;. ,", ~. "(,_'. ,.~,:~.-,- ,:.:;. . ....... .~:~~\,,':.,-f.."i1- .'.f-:" (. ~~" .,.,~. ... '1(1 :.~:~"~~. ~ ';~. ~ ," . ~....f'" -..; :.: .. ~ . ~ ,,"'\'": ... , .r " ~ :5;?~~~~::';"~~~~:~;;'.}~a oMT~" " .~..:~.~,..,...f.~5~t.~:;~~?,:~~~: :.-:.....:..:. :.;.;.',:.: ,<;.~~.~.', . ~\' ....... ,.~>.' r J", . . --' ::.~~ '." t~' "/b.:'~"'~-;.." ~'~"~:t ~ _ ". r-:{"(t' ..~.> '7~ ",' ,. ~~~, ..... .~.,,', ~ ,~. :~,<' . ~;~._ <'~.~';,:J ~ ' ~,' ,~~ " . -- - . ~ .._~, , "~. " ~ ~, ."'< " ') : \ ., 'J;; ... 'll __ ,,,'. , " ,. i ;>"'. '"'Y ' < .~::::.;'".: . ''':,:'d.':~/,.;~''' '.' " · ! ""7:),: .; ""..' ,1 . :" ...., ,J ,'~ '.'" $ \ , .;1 ,\,..J. ., I ~ ~ '. " . , , " .., , .....; " " ': H/e SIGN' .0 ,< " , \. J. -7." ~lE '. '. '.~ 4" BLUE ~ 1,2" .. . " .'t", . 2- 1ft WHIlE ON BLUE \0 ... .() ( -, - - " .... IY DlWP .... OIU . .... Ale FIE .. 10 S2SUO '\. HANOtCAP SIGN V4" BLUE , ." BLUE \ t.. ,"'" BLACK ON 'MiITE wi 1.5- li11ERS ~ ; ~ ~. ''- "",- ......... THtS SIGN TYP """ 0 EACH HANDICAP r.... PARKING SPACE K 'S' GALVANIZED SlEEL POlE WHITE ;... " WHITE ~ I \... ~ . / FINISH GRADE in .. I. 5' .1. HANDICAP PARKIN~ f'AveMENT MAR~ '.., .. ;, .1 12' N .NORMAL 40'-0" NTH 4' WIDE: SIDEWALK MAXIMUM 50"-0. WITH 5' OR YAOER SIDEWALK ,., -. ~. . .... -..- . . . "... . .. .. .. . ... '. .. ........ ..... '. . ...:. .' .. : ...., '. '! . ~.' ... . .. .. A .... . .'~. ....,.. .. " .; .. .'.... .;..... "J' ',," ... ... . ..: .. .. .... ...:.' '. 4.......: .." .'" '.. .... .... ...!'~.. ~.:-: ...... :~ ...11I ...... .. : '. ... .. ~"" ... .... . ..... _ 4. . '> . .. ~ j . .I l' W 6' MAX STRUCK JOINT EXP ANSlON JOINT HAtjDICAP SIQt! HCSGN-DC.DWG 09/18i9' NlS 1/2" EXPANSfON JOINT FULL DEPTH / BROOM FINISH '" 1//4 .. ~ 11l D/W " I r' CWo .#".. ',. ... '..~..... ...... ",' . ..... ~. .; " '.:'. '. ... .. .-. . .. .,. ..... :'. . ..: ....:.. .... : '.. .. s .."/ ,"" .~ "! ~ · ... ...~." ... .~............ .'~ '! . .... ~.. ...- ~ 4 . ASPHALTIC PAVEMENT . . ... ... '. .... .' '., t... .4 ,... ., ~ " ";' .. ... ., . ~ '~,~~ ~ )~~~ .. .. . .. ." . .. ... ~ ~ ...~. .. -. . ~ ~ .. ... . '. -, . ; ..." .. .'. '.. . .. .. ........ A 0<#'.. . ,~ . ., 'f , ; . EXPANSION JOINT STRUCK JOINT NOR'" AL 1.5- HEAVY DUTY FOOT NOTES: . .. . 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES Tq CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALl BE 60. 2. EXPANSION JOINT MATERIAL SHAll BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. 2.0. TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE MATCH EXISTING PAVEMENT SECTION INClUDING FRICTION COURSE. CONTRACTOR HAS OPllON TO USE BLACK BASE ABC-3 IN UEU OF BASE AND SUBGRADE. UMEROCK BASE MIN. lBR 40 COMP ACTED TO 98X Of THE MODIFIED PROCTOR. EDGE OF TRAVEL WAY \ 7/ 10 TYPICAL SIDEWALK 3.5" SlDEWALK-OWG oe/02jt4 NTS -STop. BAR TO BE PLACED 6' F'ROt.t EDGE Of lRA VELED WAY, UNLESS SHOWN OTHERWISE. 8- 8. 8. 8. 10. n SOIL CEMENT CaMP ACTED TO 95X OF THE ...ODIFlED PROCTOR. . 10- 12- 12" .STOP- BAR SHALl BE 18. WIDE AND 12' FOOT LONG, OR AS SHOWN, WHITE REFLECTORlZED PAINT. (SEE PLAN VIEW FOR LOCATIONS) SIGN AGE 2' COMPACTED SUB-GRADE MIN. 98" MAX; DENSITY AASHTO (T-180). FBV OF 75 HEAVV DUTY SHAL,L BE U~ TYPICAL eAVEIENT ~CTION IN TRUCK eAJH AREA$ <D 14 - REBAR CONTINUOUS STOP' 0 EACH SIDE, Of CJ'S STOP BAR DETAIL WITH SIGNAGE , ". 6- ~..- . muCK JOINT, · 3" __ /ROUND EDGE , '; " SLOPE. . i..." ./'1' a: .~.. -~-,;,~,~ ~'" ." .' ....:,........~ '-"'.r. PAVEMENT SURFACE .. "~'. ..........-:~.~ . _ f') ,~ ... . ': ..'...,. ..~.~::.i::'::.~~:.,. .~'.,:..' ':':'E;.' .~ ~~'':: '[4Y:~' ,/:,... '-:~{-I'~_ ~ -!'.,~;.. .~"" ,," "., '., i>'. ~ " . " .... ~{,... :.. .',:' ;':, 'c/' "7" .-.... .. p. ^"" ~ '.,~., ,r':"'.',,"'"^ #lj'" .,ft.; ~~; .~ .. ~.~ ~':" .."e:fY~~ ..' .. : : :"'tH.'-i6 wt.6Wt.4" ,'. "', ';':. p "~";-,, .' .,:>~. .. :,' .".'...;""~~."'th .:.. ~ l< t. -', ~it"'.f..,.. +' .."? : 'g: .';cU.B8 .'~ , "" ,Jtmi . ... . '. ' ....'. '.' ~:" t';' ..,~,,' . 'A;t~{_' ~ Q;~/M.1tTs - }.. " . ." ,~, .:.' ",....., ,::, ",..-,,:':,..t.~.:,:'~.,;..:":~ :'. '. . d' . _:"_,,_ ,,',- -, " ,."~ 1. ,'.x,t~'~"i.. .. ~ ~, ~':,- .,', ..~I: \.~'. .,~ .,~~A..o-~ ,"~ "., ,'.:;: ,;.'. Future Curb An~ Gutter Construction S 20' R Or As Shown On Plans 1'-1~ .-- A ~f" f-2~ --1-+ I::::...../l .ri Exp. ~oint T+. ~C -A ~B Valley Gutter Curb' And Gutter "",t.,'~" ~" " .~ : ::" , ,..'. . ,:':, 1.25' OIA. b .,; " .- r It'T 1Hf1'E. PAINT us- 8"; 1.SR ..... -1fAM)~APPED PAVE_NT SVt.1BOL D~T AIL I. {j<? I.. c 6" l' -6" :-=-r ~ ~ It ~~~ o ry/ \ , -- - ~ :I <.0 I: 8" -I ';', '" ,) : .....' . " "'.....~ . . ~*~-> l,...- ,,~~-- e<\~ _- ~- -- DIMENSIONS . $MOWN' ME'TO EDGE OF, PAVEMENT, 8- " , 6- \.~ . . , ASPHALllC PAVEMENT ~, .,- . ~/, .' 4...' ~ ..' ':'>l;". '!.., . .....". . CD .' ',,--, NOTE: EXPANSION JOINT TO Be: INSTALLED WHERE CONCR,ETE ABUTS CURB. . U) - " .. .. . '~.' '. " -:~. .' .. '. .. , ,-:" I,f .'~ \ ,,' :.. ., .... ..... .:~ ... BASE ~ ~ 12" ~. r , rl I 12" !.. ~ :\ ~'y'.<'u <1/ SU8-GRADE J ... ~" v,~ u,.~. ' u t I": ^ ~~ , F.D.O:{. ,tl2EX Ho. 390 TYPE -D- CURB .' . I: o <.0 , % Hi its lttl -J I- 6" l' -6" ': ~ . ~ ".-. ~I !. y \"), .. ~/--r:. 71- Std. Y l. 6" Mjn~ - ~ w 8" 2'-0" PLAN TYPE F 1'-10" I 1'-2" I .. .. ... ~~ .1 1" ...-- 7"[ Std. 6" Min~ 3'-0" SECTION AA T 1'-10" T;~ "I ~ ~ ~y }7i-Std. <0 6" Min~ ~I Note: To be paid for as parent curb. DROP CURB " ~ '" 9". 1'-6" , iR~ +~ 1 -[ ~~~! ~ 6.* ;: ~ L- 7fStd. j 6" Min~ I. 2'-3" .\ TYPE E 5'-0" SECTION BB " 1'-10" ~. - ~~ bJ iv7\} I __ - ~ <.0 I: 8" -I I Shoulder Pavement T, ~~ ~ T "-2" ] Eorth Pf.-71"Std. "7 .-I '6" Min! .1 SHOULDER GUTTER ___ Standard Shoutder Line .. ~ <.0 Berm I l' I 6" I' T t-[~- I. 2' , 3'-6" 3'-6" SECTION CC .~.', I , '. ,', )i'~ ',;'/':\~, ',. ., if! 'f;~; '" "-''',' "'. < -'-"-. l", /;',h, , ~~~ , ~. ':'1}':':~ '1" ',~ - it'. . ',\: '~;', f' k'. :...' , "; ';~i:: ..; . ;". ..a.., . . " ~~,:; " JI1P'! <,' .;;, :,~.,',: I. :'1i., >' '. '. . .., ...',. !k " .: " . .f ,'":,' . "', :. :. _\.~;" b ~ ' ....., ;'r;:' f~:A/ Ii. ~ :' f');'.: '~ '''. k ~"',:\.., : . i- ;,,' ",J ~ ~. ,'>~'f', .}- <~~ '. ..'" ':." "'.}:' ", " ': ~;,!",; ('; ;'JI' ~ ".,::'" f;,.\. _:~ .;:.. I>. .~~.: r~ (f<; '..,~~-': ~ " I. 1:.. i,'. . .:.. ., .,' ..J, ,;, ," 1.'':> , , . .. . ~ ~ cil . 'o' ...- . : ,,' :':: '4' '~il~, I";, ' ,.; fe'. I"'" , ". '. I"": . I'" 1:,' ii, .. '..,.~; ',\..."I.....~' " /' , .... ':/ .' .;' ,:' ': "',y:~ '.,~~ ~ .. I,> ',", . .":,. .':' ;," '. ',., " ~ " , . ~ ,,:-; ':.', .'" .:~ : ... '.o' :i:.o' :' .;:' w~ '.r.., ,;" .,,' 'I;' ",t,. ";~ , .,; \~ .... ,. '.' I.))' ::t ':,: '., " .', ,."':'.:,,, ,i, ,!'iA '" , " ," , ...,.,. ~:' . . ':.=!",~ ',:; . . .< ~~' Gt ~..:. to ~ .~~_:~: ,> w ~~ . ,. .Ie "." '~~:' ~ ~ . .: ..,', '. . ,1.t' " ,.a:: w> - CI\-.9~~ ' '~h':. II; ~ -.. .:~ ~.,'.~; .,i;~: 'j ~ , "(1) ~ ,Mfl..', .1 :~ ".~" H ~,' < ~~j ~'if i:':' \ ~. Id~li<'ir f:!2 ~ il.;:~': ". 1"2 .r.: ': .. ~.~ ~'~I' . ';"r i ..... uI il12 I'" ~ a.: >-.... 5 " -: ~ 4:~ ,..... . ..' '2~. .... ' Ie' ;'!~ ~ '. !i.!i~~"~~ Ji~t,;r; ~ ~~, . )10,. ~e ~ ~ If.' . ~.i t.,,:, . '.~ ~ ,'7 .,.".<', ~ '... :.'< ~ 'j' " ~ , . . ,"~~"~' i :1 .,:" ,,',,~, ,:':; l~' . . ',$; .b' :,c .; ('II .... ," . .~ ' . '('II y, .. I. . J! .. '" .Ii' " . /~'j!:"" '.' , j , ,;''r ~, ~ 1: ' .. "_.f11:'~ ~. i .l~ 'S , l t .'{ toi~:~;; i . 1"'60' .: " ,('II , .:' . ' It) 0 ' ....... . , - ~" ," ;! , - ':' , ': ..- C) Q <" .. .- u. C) , , .. (.) ,is, ! o :c ...;I c (.) (.) '1 " .. , J ~ . .' '~.~ .. ~ ,'I,' ;' " 'J,~l " { I . f " .. . lJ;.~ , ,.- "t . , ,. ~.. < ,~ ,,'. ..~ "'~"", : , " ", G' O' . : ".. ".' l~ ,'..._ '''':'' ,,' ',., ,'; ~ ,~. ~.~ ". , . "."2 ~. ':~. ~'.. ~P'" ~ "; .;,. ~ ex: >, . ' '.' W ",,; I...- '),' ,*,,:\ .. - '~Z"." I::.. 0.,,::, ~ . '1 ..... , '. ";~i ~, '0 .".,' ~r~'~~'~ 1::' ~ .. ,.' . -:;:'I~l;';;: __ 1..-;.... " ,"<< . u.':" i..; j "; '...: . .'1"; . c>'(lJji\~~~::11" ':~i. ~ .~ '""' ~,..",,~ .. r..-' .,,:',.' ::,!,:' ':' a: ,.:' ;"~t~;;~ 4 . -^ ~. <'.:. '. #WIt;,. ~~ ~. . v", .'i' ri......,.)~'" ~ C:::J', ./ ':'" ,..,,<' ."~: :'1. 'at"" ~";'I'" .,~,.,~. , .. "~, \:+" , ,.; III'" ,...,.' \i ~.. : > .:;'~ ';'q) ~..,. "-i!r ".:.;~ .1 .',", '~-i . _A ;~::!.~, ;' I:~ ' : , :;;,~" ~' ..,,, . ",~t... ~ ,I ~ >.;,,_l~ f . ..:.... ~.,,;;. ''', ' ,:w. .;At" .?~. ~i~, ~ ~ ..... - ..~~, " t "~'. .' .. '.. LU ," "i5""': "'", " , ' : ,)' " '.' · When used on high side of roadways, th.e cross' slope of the gutter shall match the cross slope.. of the adjacent pavement. The thickness of the lip shall be 6 , unless otherwise shown on plans. " Note: For use adjacent to concrete or flexible pavement, concrete sh.own. . For details depicting usoge adjacent to f1e.xi?Ie pavement, s~e diagram nght. Expansion joint preformed joint filler and Jomt seal are reqUIred between curb & gutter and concrete pavement only, see diagram right. , VALLEY GUTTER D '" . ., CONCRETE 6" llICKNESS 3,500 PSlWllH,NfCoN HYl..ON:~ , FIBERS .c!e LAMBERT RB~ 'CURINe" ,COMPOUND. '. - - .. ~.' :"'~ .' 'W J '\ ~. I> .,. .,. .." J. .. ~ .':........ ~..'..r'... .. :f""~' '. ...'.....1,...,:. , '.. .... .. .' . ... . ': CONCRETE '. ~ '. ,4. ',,'.~'" .' :.. '" '41 ..' ..' .,. .... ~. '. .' ....... ..:.:.,:' ...':.. .'.' .'1." ~ '" .,.'.~<.... X,', ~ ,", ~"-,, ... ". "."",<,.~,".., ,"',""''''' .~,," SUB-GRADEr "', .~. ,,~, :," '~',""', . "",,, . "..... x . ~.'''' ", ," '-,"... .". "(.J. SU9:-GRAOE 1'0" CONPACltD SUB-GRADE LBR 20 -. COMPACTED TO 9_ MSHrO T-180 .' );~l;.: f ,. " '" ~.:" ~ -. f:' ":~I ~.alj.. "''C',.:, .".TrlCAL .. ,', :" ".t':: ,<" . ...: '" <- . ~\., '''''''1. .... .& ., .-:e.'P" ~l : .. ........ , p~2.PWG ot/fMlt::tn'l,," ~ ,.' ' ,.,. ...:. : '. ,.:;~,~ ~" " "'." .. "," :;;r.~L ..;" ",:. '~ i ' >,':;-~:t': '.2:", " ... ~'t~{;, ;i.. /"~:~,_~: ':.. . ~;. < ;~\~ '~.~~~ - ,. " ....<. . . , ~""7. $, -, ".'< . ',C't" ' '. . , ,,'i.r :.\, .(.. " < . ~. ' ~ ><. -f~ ';'-,' , .', 'J' ';."'C' " '., ~", . ""1: ~. ;.' ~ :,. ,}, "-'1 ...... ~~ T TION. . CONCR.E.JE CURB + GUTTE~ ~ VALL~Y GUTTU . --.... ..- ~ . '. ... . ~ ' '.. ' f' '. ., " ~.~<::'; ~J>~;~:L~:"(f;;: J .. ~. ". ~...," ... .~. # -i. ~ ' ... ~ . :: ~. ..' ti ..~.' ... .;.' . .. ...' .... ,~\ .... .. .. 6' 5-. .' ,...... . , 6' , -' c, eLAt:t "I' . ..~,~;' 1 ,', ..' ~'. ~._.... '" TACltLE" SURFACES SHALt. 'aE ~ BY. ~ 10 A DE'PtH:NO)'DCCEEI)ING 118- IJt USE ,OF' A TAMP OR ReI.lER FABRICATED ' .nt,:AN'IMPRfN.T $tWIG;, OF ~E1lHER ,- MESH ."'11II\ ~ Q;.01H ,{Pi.AINWEAK. . CON\QI'JIQIH. ~. ~. ANDO...'MEtAL. (stN<<)ARI)). 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',':Ii "':; ,".' ~";,,.:J,.:;"<, ", ".' :-"" .'/,> c., "",>,;,":',,><.~~ ",:,;" .,.. ...'.. ,'., '. , ~....,. .... I ' '7.iJ;:,,,.',,,, '..,.,"1:'~: ,': ",,' it;! ~'."""../i,,;,r.' .'. ~;i':r,,',,'. ".;' ", '''.. k, 'f' './:' " ;".'!: ~ f. ',,...,~~t ,.~.;...."t';~ I"' ,,~ l'" ..., .:;:~:,~ ~,~~-.. ," . '.. _'" '~," . l' U) ',,,,. ',...,~ . '. '. '. ",..,'} ::' ~.".\ .......,:,;::',";,;.\".,..;-:."..1.;.,. ,,..'" .,,~;, .t:~"'-<' ,<t.. . .'. ,', r ,., ,,;,:, . ;:'. r :,' . ;;;i.-.' '.' "''' ". &'..:z.t..;j'~''': 'ii';." .... S1EEl. GRA TE .~ .i1 :,;::--~1;,TI;~~~'~; I:}':;':.:'.~::~~.' '~'~~{\'. ..,: " ~ .' ~~J~~~ FR- ,. .".. _ ~ir "~AN ..,,'t, ". ." " !l~' ~:' ,~'.. "i 2-a::: '. .:" , , '. J' ,,:~~,,"""",-"'" ~. R Is 3'-4" 3" . ? . ;.,: 'I. ;, B. ;~""'c " " . .' pFAAME. . ,; ~ lIS", 51"-2'-"0" I j -5~ ; ~, . ' · :';1,' '.' ,,',., <, ,.... , .T-:I;;. \ _ . - roo :!1 ;,( '; < - . <~', K::'~ :' , "~:, ' .' < ~ .~. '~ . · ;'h ';;:;'~ ~il ~~ BlnoJcfet x 201 ..' ';),' /., ~;. ~.... 4'~ : ' ..... B-, ... 2"-6- ~:. rr . I " ".~"i' .. t ::-c: . " . "':~ ". ~ v r 1 . '; . >' ~,:,< -;j:"~: .'~' ;'. ~ 'II, . ,.' ,..t'; ..' :>. :)C" " ., :4 . . .." . ' ~ " .~:-,:~ ........ ~ ~ --. ~ , "--14 Bors 0 ' . .. ~~.~ ..... , r 14. 0 8. CTRS ..~:: ":',': r 14 0 12" CTRS ... · 12" Ctrs. ~,~ ~...~~.~..,~;t:".""'.f:~":.t.,,,~;,"~'~~~.1o,~~,. · ,,".~. ..,.". ." ~, SEcnON · .. :ar... ... ". . . · .., =~..- ~~ . 4 TYPE C " ',. " '\ ".. :'~ 2'~1J!.. - , , , '. .. 2- '11., ~,.1:1.. l;.l-, ' ~!;, '~4:. --l ~:, 1< , T~: 'Q'~ ~~: ' . ,. , . . ' , . .... '......,.. 110,;:jL1 TYPE C Approx. Wei9ht 235 Lbs. CASY. IRON GRA YES Q , '" ~ .f ;i ",' , , ; .. t 2'-3".1 _ :r~ .. ~ UV' .- (,) (I) c: ~ lcB ~ ....11) .... .... c: o en t. SECTION A-A Size: TYPE C Straight Bars 2-ri Retlcullne Bars 1t x .". Bands1t'xr Approx. Weight 100 Lbs. SECllON B-B Recommended Maximum Pipe 2'-0. Wall-18. Pipe 3'-1- Woll-24. Pipe , ' 'NOTES: FOR' ADDITIONAL QET AILS' SEE FOOT INDEX NO 201 cSt 233. SlOE STEEL IS GRADE 40 IJ4 BARS 0 12. CTRS ,WITH 2. COVER. BOTTOM STEEL IS GRADE 40 14 BARS WITH 2. COVER (SEE A-A cSt B-B). MAXIMUM OEPTH FOR lHtS STRUCTURE IS 13'. ~~A\r~~' ~e ~~E~N)<r~E~~R~_T27HE CHAMFERED 3/4-. GRA YES INLETS STEEL FOOT INLET TYPE .F. FDOT INLET TYPE .C. -. , h '" DRIVE AISLE <[ "NO PARKING FIRE LANE. LETTERING SHALL BE 24- SQUARE 'MlH 6- SPACE BElYtEEN lETTERS. 1HE WORDING SHALL BE 12- ClEAR OF LANE QflJNEAllCN S1RI'INC AND 45. S1RlPINO.~ BUILDING ~ 12' (TYP.) 12' (TYP.) ;,. I I 18t (TYP.) I I 18' (TYP.) 24' 'hYP.) , " -----.. 2% MAX . SLOPE ~[~~ ;'{~ ~~({~ ~ \l.. ~ "TE LJ LANE DEUNEAlTON STRIP. ~ 2% MAX. SLOPE. -DPIC~I- C80SS-SECTION OF PARKiNG AND ACCESS ROAQ FIRE LANE LETTERING DETAIL , ..,' " , . ," ...:: " .; .... , , ','" ': DIMENSIONS AAD QUANTllIES . .. . &l' CClNCRf:II: aM' leY) II SOOOlNG (!l!O. 'IDS.) G ' SMale - T;taIe Quad. N .... DMIIlIe - lNacI. Shale o..Ie T;taIe Quad. 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J.. ...' f. ....k::'. ,~; ~~ F .CURB cut BE' _X, 89. . H4", ~ ,.' ""~1- ~~,~. > ~ ~ (', "ii'''}. '......' ",'IiJiJ.' .. ;.~ ".l~ ;. :. , , t=7, ~;,.~ . ~.. ~ .... .... "l. ~~ ;.~ ~~i ~ , ~ ....i,"-: ,~. ":; '. { \\" 'r' . -. i......,' ,.,:" "f .:"...." '. ~.' .. , 'GENERAl NOTES .i; .,' :~, ';, ' ....." ,~i~'" 1. ........ !lnTjI...',., ........... cItcIMe,. ", othw.....jIct to '. . ". .~................... ..... an4 1IIb)let tro 'lllJJt.1wl fjItd/OIf , ~.<" ..,.. ...... " . .":, "':11''''' .,"" . (.' i>" . & .. ......... "CtL.... 11 ...... ... ...... the .... .. to be hot __ ., " ". ,~~--~. ' '..., . , ~:."., "~ '. , ~::'i:.~,;: 4 bin at.~ --'~, ... QIt . .... bcn out ", woy flI ..,. .~'. \~. $ "':llI"...... ........... oarnet'lt .... -. ~ ,..., '. ',.\ :, ',. ".,,,i(l' ,':' .': ':. :~' ~ ...~ ... ~. .. fDf ooncnt...., >. t., ~, ',! :'~. ~~ " "h"'r.- ,...1f-1l.,rlIPJ ~ ~ --- ".D. ~~/.\.ill ~ '-,- -~ ,.~~. \~. .., ~' -.~ .'.' ';',~,",' "fj"';'~";~ 21' . "'::., ,', ,;. '~, I " ....^/.. 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' ..H ~..,''' ~ ;f' . ~ .ll":: .: .., .' ".. >.. ' "" ~ .. . ,:~~f. ~ "'~ '..' , '. ~OMt1EClURAt. PlANS -,!, i~;'\ ,;'1'1 ~ ~ 11'-1. .! '~4 .' . ;,' ...;,~ :"", '!.~~, . .,.' .c. 'rl..! , ,', D- I T.O.P. EL. ~_OO' / .:J. ~~ . [, ~ I, ~, ., ::. .. ". :;:: n [;t] (; ."" I. '" , ..,' o' , ,':' ..~ J, .;( ''', t, " ., i .' ,- !~~\ ',. ~-'''\' , . ", k ,~ " it ..... f.. . '. > ! , ,I ]~ ......,. Or 04 -4 It : ~~.: ' ", ". /;-.-: ,~~. 4..... Or 2"-11 . J ".' , ~ '. ,r ';, .'i' . ",:$ . " 'It'., ..., .... .;.:.' .. ,> t,\ r.. III ".... Or ~._ tI =~ ... Shown In Ptcnt) .~-~ ~ aIM..... ..... In PIcN) .. ; . " -\ .... .. .~ ~. . , .., . ~ \... ; :;J ~:' ","!f. \ 4.-~' 2';"". rf'" '~il ". J'" -<" " .. r 'c, i "'~ - < :. .~" :' ~.1'~~~;~' ~:;~;.'.: ". . . ','>". '".' i:, " "6- . I ' '. - ~ . :~~r':t;' : .' , ..;;" r." ,'t t.. ,;,' . ,.~...i 1l!O '~,:" I:'" i -,- -'":"7,. ..~.} I>' , '. ' \;"~ :;~ L: ' . 1. I, ", ,:'-'i~ l;' -(",:! ~ '. ;~:" 1,; ,., ~ '. l~ ..:; ;; , J ' ,1 l' ~,. ':""<'. ''', ". ." ~tt ,: '-<-F~:rJ~ ':0'.. -, ,'i.:\q,.;. ~'~;"';::' ~;-i~~';; " ,,;. ~~:." ,,,,' c " ,,';;;. " ~,; ~~. . , ..' '., ". -; ,',., I,' <.,~'I".~~,~ I,. " On' , l''''~..ii!~' " "" ",...< ~..;:.;,.:", , .,~' """," .' ~.'.,Jt~,.~~ ~'.= ~~~ ~ i~4-~:~ .: ~;~':.~~r;, ~-.'-i/" _~ ' . \. ',,.:,~ .. ",,~~ .. .. , '(., , A.;"..:..J ,,~, .. [:\ '~{_:>:~--'~.~- .~. '::.': .'. . . '. " ~t/ '.,~ 'J:' . ....... I' ,,:0 ... .. :11;:>:~rit:\'~"':'.'..J';' ~-: ^ :,; .;}".,..:'.::.;.:,r,.~.< '.', ?~i: . . " ~ . ~' " ;..'. ;:'1 :';.y,'+~ --':"', ,~;~} ',--7..... i~~~-'} :':':',> _ 'l'/:" .~' ~ ->1!'$i ,'. ...'" ", .."":t.. . . " '~F~ ~~?,'~~;:.r';,:,~~:~'::::.: t . ,''';:, "J'P>..~". ;.,' ,," ""'::""t.:~ ...., ""'T,:'... '. I , I: 8att . , ,.... B" 'jJ. '" . ",,' . '. I' r: : ..., T ".~. ". 1. ~,..~ r".' . ~. :?'., <[,. t, . ;;i;.^.,t~~~1y : ,;::'-~... fi,~:"'''':.- , 'i~ "'i". .. '~~,',;-;!. > ~ ::;~ ~ :' ~" .., .,'if!,r t ~ .I, :j~.~ f ~l- ~.i~,l': ",i!;;. ~ " ~ ,..,"':"''''''' , ;::~?f:~~~~~:;::+~::::=.': ::'~~: ;:~,. . ~ ....., ..w , -", ,~:,~~,:~,!~"".'-(~:~.;'. :',;'~. " '. '~:i:',~~~~.';'" :;"""~""'( . , ~ .' :.... ; .. '~17:\' ~'."\ ..it , " " . ,~: "',T . , ';~'''''f.: :.:;~ . ., '. ~ }1,:,~i~ , 7~<;." ,>) '<'., '. .. ,", ... ~. '" " ..~. ~ ' , " " l tt " t'~: ,~ ''''. ... " . ,~. i. . , . ,.., . ......;:... ;~' .' . >:,..:" " c " '" " . ".',;' 1 t ,.. .- ~ _, "" Jo ~ ~ :-.~, , ~ "~L~~~~ ~: ", '. '''1':' '; ~ .... .' , ~ ~ ..:.... 't~'1 ;j..., ....,; ';", I.' " ,t. . ''''. " " ~. '. , :" 24.... 40'~ SlOP,ES 0 1:10 '. ". . ~ F.t.E. EL,. _:,SO.OO' H.P. EL.' 48.45' :i: '. "'" ..", . I . . .. ~ ~ ~ T.O.P. (1 ...... ^^. .- ~ ~ - .~. 6M POI.. YDRAIN WITH A SLOTTED STEEL GRATE & LOAD ClASS .OM RAllNG OR APPROVED EQUAL (typ.) 6M PVC PIPE TO 15M HOPE. 6M PVC PIPE tNV. EL. 45.00' IL , --... 8M DIP PIPE. INV. EL 43.00' BOTTOM INV. EL 42.50' .l.ECTIQN A-A F.F.E. EL = 5O.Oft -rr SEE ARCHITECTURAL PLANS FOR CONCRETE WAll CRllERIA. T.O.P. n 45.75' ~ T.O.P. EL. 46.00' "" /12M SCH 40 STEEL PIPE io- 8M OIPPlPE INV. EL 43.00' --------- . - T.O.F. SEE ARCHITECTURAL PLANS BOTTOt.t .~ ~ fNV. EL 42.50' SECIJQN 8-8 DELIVERY TRUCK PIT SECTIONS ~ ~.. >I{ . .. .. .. .... -- (5 ftequhd) , IfHt "" OPTIONAL BAR SPACING 4'-Y' Q. ~ Q. ..r Ii. . .. .,13'.. (4 ......) __ . -..~ lSx34-. ~ R.. To IndIIlC No. 2.......__ F", ..... 0-. And SeetIafte .. rM'1 ~ ~~- ~C rtflli ., Il"II tD .... eo lo. .. 1fttwmecIat. ~ .7 MaIn =-... STEEL GRATE 1WO REQUIRED PER 'NET .. .... ... MaIn Ben .. r( In................ t .....,.. 8cn1i. rl .... er-.: IiIanulIoctInct Iy .... ..... ..... u.s. FOYMIry ..... .... GIr1IuIIcft (Or EqIIaf). '. 1QfES; .. ", 1. PROlECllIJ[ TREE BAARICAIl: TO BE PlACED A .....,.. OF 10' F'AOU a.\5E Of TREE PlUS 111 mlmONAl l' fllR DCH ADOITKltW.. t - I8f CRtATER ~ 10. DBH OR AS SHOWN ON HMDSCNl: PlAN. 2. ALl WORK DONE WITMN flR01EC11YE 8ARRlCAOES IS TO BE DONE BY' tWC) ONly, 3. UM<<AIN TREE W.-..a;s AT ALl llWES. SEE lRE[ PROJrCII()N SPEC. fOR -MORE INfORMATION. 4. ALL flOOlS TO BE RaIlM'D 0lJlING Df.'JEl.OPUENT SIWJ.. BE SE\UO) aDH AND A 2- LAYER Of YUlCH SfW.L BE APPl)ED OVER ,1H( SUlFACE Of DePOSED ROOTS DlM> D&ROPIIOO. ~ ALl PIUING Of 24" eALFER IH) N>>iE SWU BE 00Nr BY A QUAl.J1fl) TIH: SEJMCE (CERrflED ARBORlSr). , . ,:. .~ .. .,' " 'ft,... ~': ,Ii Wet ~ ,. .... l.. ~~ ~ ~..... .' .' ~..Y' .: ,~..., --~..... See............ ~ ,... - .' , 'In ....., ~'I' ; ~~. Ita! -- '" .......;,. - ... '\ \ \ if:/". ,~~ ~ .&X. ., --1:,._ .~~~ ...... ',It' .' . t. .~ ~ :--, -- ~ ,L~, r /~ -;t/ -w .~ w ~ ..JI!I!!'f' .....L....... .... , , ~.,-/. ~' / \< .' I }, r I 11 /V I ..... -~', i /' I !.:ii !,:X~' .;. ..'. ...... .ROOT _ TO BE PR01EC1ED I . __",_ '__,' '..;,.',' f.e' , ,A" ...', _. " ,.:. " '.... i - >.: . .~ ',:. ' ,", ~: ,"j: -,<'~ o;t,,,, ....., -+ ..... ;..- ''',' ,..;::..:...;: ' ..- ." ,10:' ':; TRWtNC.OWC. N.T.s. . :~ ..;,.- --' ~ ""II C', ~ ~ ~:" EXISI1N(; 1REE 10 REMfIt ~ to tAl Ff.NCE WI 2 X o4''POST It 1 I 4 RAlS ORANG( SUIMY ftiGGII8 SW!LfJ) 4' O,c, '.: '" , " t~\~ t , ,'...... ,.._~j~:~>' " .. ". ; l."" .' "/ ~',t; ;f- .- : ~- ". ... .~f,.. 'C . .~ .....-." . ~, '. . '.. '<. '. R }<:ti> , ; 'I : '1' " . "J; ,"'.' ,~::-y ; t ' " '.,.. '. ....; ...~ ..~ ':':"-' ~~-'~ ,-,~ -,". , " .' .~ ,':. :,<' ~ ~ . , , . t.~ '" '. :: ::~ ~'tf ~'; , ' , ," '., ,J," l-~... "', _ ,;: :..., . . ",<., ,. " '.~, '. ~',~t. ',,~_ ." '~.. -' ,t". .~ .:" . :l,..' '" ..~... < "'1, , 1. ~.;~~'..~. " ,...,.J -' ..' ," .':tf:f'~ . " .. ."" ~'j~~ ~ ' ... \, ~'. ;.. \ ,,~f ~.: " ~. " ,,' >';.,' ~'. '. t'",- \:'~. "', ":,,;.,' , " , . . . ,,,,~ ~, .. ;' 1d. , .' . ., '. '. . , . .'. . ' A COflPOItAJION STOP aw.... . INST....1.fD MTH A, t.ENOTK Of COPPER TUIlNG IXTIII*IO AIOYI THE GRO\,lNO, THl TUIIHO SHAl.L K ..., 4LLEO WITH A _~ 8bID AND A V.... vt. ...~-. ~.. COPPn TU8INC :"... S':\: r OR PVC PIPE. AS APPROVE:O y... VALVE' \ .". \ . trf O.l:.S. I , I I ! ' FIHISHEDI\ --fi ;~._._._._~~_.- GRADE 1- , 1'I~w"~~I~~~~ ~ ii .A.... .... '"\ l :m > ~ -----i5----.---jI'-! -rJ ~._-_._._._--~.- I ~i CORPORATION STOP j \ST_. 'TEn DOOOU: S_ SERVICE SAOOLE NOTES: '''UNO POINTS SHAlL BE L.OCATED ItNO LATER MMOVED AS REQUIRED BY eROWAID COUNTY HEALTH DEPARTMENT. CORPOItATfON STOP SHN.L. I[ ft[UOVf.D /11II) SAQDU: PLUCCE:D wtTH A BRASS fITTINC. VAL~S FOR SAMPLING POINT TO BE BRASS BAli VALVES WITH LOCKING MNGS SAMPLING POINT DETAIL r ..D If_ "" [[ rooeot~ ~t- ~ a:[[a:a:cn .-tQ[a:[[rn = -[[rr~ :w -[[ u DhctIan Of ,........ Flow .. '- II ..) .... 38 · (~ 8aoc) .1CW (~l 35, (Grata) ,- .' IF' '~'T''"'t .'"'* A.;"::~~l,,;.' ');: .\. .~.. , ., .." '" "'~,.,...,.... ",' " j~~' ,,~ - .;~~<}., J~~~~~;~i)~~i21'J!ft . .':':l. ' i"" ,.."~:;r,. ,,,,' ,'~ .:;:,... ? ,.",.' ,; ';,i,",j' ,;" ~ , ". ,.. -/.. ~~~ ~> .~:~ ~"r, co., ~l', . ~.~ ":1,' " .....'.: . '., 'r'o t-:" ~" .'t '" (1"'" ,CD' :~ ) .'.,. i).. :f', ' :' , < A. 'i,..; " ..":. '~.'7't w.: " ....i:<':>;,:,., ,;,~ " . , ,;. .' .: ..... , 1'lf .t, " , " , "" <;", .~ ~i l:.~> ';.,' :".' I~'~'" .', $INGLE-~T." ,:::. ~;'., ,. ;;;"'1' <} ;1-':,\<']..;, j i',. POL'W'IID~""'t' SEAt AWT. . ~,. .;':''ft.., \::..~: .;,. ,}:f. " JU"I:.-'n~ ~. ~,. ~ ,l, t,' , , t'.t .,~; ;,!;;"" ",<: ' "'1M" ,"nM,'I'W, ' :.',., .' ".',: '~{' ~ ..' 1: "-,; ..' '.. .'" .: ,; , ..." -tH'lI~ . <." ,.~ , . '[:':.I.;)if '" "~.,, r' '...,:.' ' ~ ,!.,~:., ',/" ;t.;:;... ;. . .,' ..,. ",.,: ';"'> ;., ,,> ,Ii." ,'.' " ~ J 4' ,~ ,- ~'~ . ~~,f .i(. or ,. ~;;:..: '. ~,,':, <'I'- , ." ........ i,.'_ ,..'..' .... '..'... '.' ~"': . ~." -. - , \ ...;~, ., , ;, ,. .,; !' , .,.' / 0 " . t. : ..' ,e t~f ." ~;}, :< ...: ..:' ...; , "I"'~'~:': r;,.; .' ~ " ~,:~, ~I" ' , ._..'" '1' .~. i~~~, ' " . . -.;; .' l' "'i"~~j ;', :'~" .~;; '",'" ~'i: .,..'. , t., /' l 'c- 'If ,;."1-' .. ~ " ;-.; "" ' . . ~ .. .' ; . '. " ";,,, 'i ~ '. If .0.1.*0 '.....tr.'..:.W ..~:O'R...,:....-:..t:....: ',~ ..:. .. '.~'l .'~ ,... .. ,.,....... ... '.. ", t. ...... ~ 4:... ,.' f........ .~.. ,-,! ..... " . . o 1(2"11::: ',' . .... .' '. .",!, '....... . ~.,' I .. .,' '." ... ...'.: l' I: -r, O.2~- qO~STRUC..TION JOm CLOSED CElL SEMI-RklIO PLASTIC JOtIT FILLER STRUCTURE 1/2- EXPA_~N ~QJfII' " j , ...:~ .'~ ~ , ."\.,\:,, ~'~'l"';q":' .'i ~,,:i ,; .'~ :'~; " : " ~ .)" .'" kh ~>: t ...., I. ',' C ,"fJ;.frF.- :J,'f~ o .' I':.;:~:,.,t '. 'c; ..'.~!' .. .... , .' ,": :,....~~ ,.-;, : . , ~.i ~ '. . ~ J,,-:.,,,. ..j. 01 GO "'. CO 10 ,... '" ('II ~ , : "'~;{ '.. . Q:: III :> - .~ft." '.~.'1 .~~ < ,. , .'j;'~., 'r":;ll'~. ," f,:, '!'. ,,' .,' i ' t , ~GLE-COMPONENT 1/'4" POLYURETHANE SEALANT ~3/4" THICK ... .. ~,~. .. .' ,. , , .. , '!:.. ~.. III. . '. . ,'" .... , . . '.. ". .. . . ... : . . .' ~."' . . "... I' .. ..... .. 1/4M -nrO/4 .. '.,. . '...~ ~'~. ~., ,. '. ~ ..... " D .' ..:. .... '. · .: .. II 'I .' , ..... "4'." .' ." ~ .. . ~.l . 4 ." oj' .... .. .. I ,., ~, ... ,.:" ......,.., ,.' '.:. " '., ~ .. , . #- ., c'- ...,-, . . 1 ,. ~)lo .' " ~ ,~, .. \ '~ " Q....,'..'.. ".f ,..... " t '\. .. . . ,CO ill, . (3,., aN~ I' ~ . ,It. J I:~' ",' W, , , ..,' , , ~. , !'!~ .:!~ li~, '" ii Ij~ .1, .... C '-q; , j~':;:I. I;I~' ~ :Iii. :F" '. , , "..,'j ~;.. \..'.; . ,: " ..I..~J~; .'~' I",. '1', . ..oJ '. o CLOSED CELL SEMI-RtGlO PLASTIC JOINT FILlER , ~,;.:,+ If CD' . .a" ~. - . , < ~ '(, 1/4- EXP ANSION JOlt<< CONTROL JOINT PAV-(X>>.,.OWC 10/14/94 NTS 5 ASPtW.T P*NG '7 ~ <XIr<<:AEIE EDlD WI BROCII ftIISH Nf) 112. RQJS EDll'S. sa FW5tI MIll llP r; ASPItILT. JOOO PSI . 28 ~VS LOCAJE COlftIQ. .lOIf1S ~ G.C. ',' : IF l' SNlO SEIlIle lID / lIRIac UIIr PIM1t J 1/rt no. ~TED Fal 'otIICWR ltAwIG lQAIGDIE PAllBlN W/ Ht'AIlER IQlllER I .... WIG :J.,~~4.7 'I V. , ....~" "'~ ~ "/// .. '~;,.. .QaO ~ a ~QQ ~O~aO QaO ~. '~~:' . I '. /2 9 ~'Q ~ /2 0 >' /2 0 12 0 I". ., : ."" '. D. C o~ (J. )c. ooQ ~OC."'Cl . ' .. . . . ~.. .. .. .. '. , .~ .. '.1.. -.:' .. . <~~ ~ .. j'..,:' . "t,f{ I ' . f.' ..,01 , .. ' .~ ~~ ' '!' ^ -<I, "'1 . . ~~!l~.'"..~<, . ~ ~~',:~~ ~ , j ~ il"t{~':~' ~ iii . e 1.' '1. . &14'1" , r: i' '. ill'. ict~~~. . ,.t; <rS !;'r' , , " , Q.:i?"~ '~",1;!lL ";".' \ , Qt;J", . ,.... c. It), , .;', " '" ~ ",~'-:l ~ '" . ".,...-rr . . - '. , j ',~ 5 ' . -:':~M<fo\{ ~ , , ....., ~;fi I J. . . ~ ;J f\ . v .EDIt 1~ flOC CCWIICIt1l Ir\SE CQIISE liW[RW. lJ.6tI . (.) ~ .!IDES: 1.) CONCIllJE EDGERS TO lIE usm WlGE fMRS .. AOW:Ofr lO ASPtW.T p~ 2.) CONalE'/[ MUS 10 lIE 1WO SfNIWID COWlS .......1CIUIlm Br UNICON f'A\OS. IIORIlER 10 lIE ONE COlOR w/1ftL 10 BE SEJIEJWE GCUlR. cower AflQlIIe:T RJR CXl.OR saECI10N PfIlOR TO 1ISW.1AllC>>l - ......... ~ NOT 10 SCALE ..~ 0' :c ..J C (..) (.) Q .-, ~ .~ ~_\.. , '. " ;tff: , ~, '~ 1"'- tiifli :;, ,; ~ '!lI:" ,,' j " 'I.}'jl' ,; ; ......;.... 'f . '~~/., }!t .' \.1Jt , . ," ~ r ':'. .. . f' ". ' ..... ;: .:,'. ~ CONCRETE TfEXTUREIPATTERN DETAlUi . .' ~:,- ~ tllll(((1 ( ( ( (( 3' Ben Tap Ben 8attIDm 12" RMuma,. Iadt ~) Ben Cantlnuoue Or 1r' ....... (Same 8Ilow) ". I ~,..... r oa. T~ . eou. .' , /. > .. -:::.D::::::I:: L-I..-'" ___14 Bar 1 .J.~ I I io""'" i"f., . I .. __ ... HoaI& I .,1 -r r - 80ttem ~II"""', - l ><' ~"'tBar r, f~ ~.J l-L.l_ I,i' ~-~~ :=...0 I j, 1;t ' ~ ~ fallftc I I'. i;'.' ~ ~2 It ... Tap . .... ~ ,. ... (12" .....> --- I' ~.-: ~~J 11 ~ 4lt4-W4.0. W4.0 \ .........F*tc, '1Iottcm ( I) =:. ~: J L ~ ... h ==r"~ ~~ 16 Bar TOp . IottGM, u.18" rr , A L I~ '.' '. .. --..".... 'Uf' ... L 1fI ,.,r I. 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I .-w~ eurt. ... ~' 1~ ~(i.-to e- an ~) q. . . ..;:j lI: ~ f' 24~.'" 31]- .,..... IEC10I FRAME AND GRATE .... ..Jl _. Bottom lua (2 Camerw) ,. ..... r . LLCL[[II[[lI[[D:[[O:[[1 I ~~ rr=[[tI[Irr(Ia=lIo:[[rr:IT I!:; [[D:(IlIlIlI(I[[[E[[[[1I ~~.. IT:IT:o:::IT: IT: II 0:: IT: [[IT: IT: r;E ~; [[[[rr:II[[[[rrlIrrlIlIlIlI' '[[[[a:[[lIcr[[II[E[[II[[;,~: 'if "". ... .. .. :''''" '. -r., " ,t ..."~~.<.:,,. ~W"~:i... ... .,J~: '. ~,' I . . , ~ #. I ^ ...;: ' . ,'. ~,OIIbIII '. '.' '.'.' s.. OetoII'. : ,.~ . ... '\ 'GRATEDETAfL .r '; , . ;-.. ~i' -''''- '. .\1 , , '..','.;,;,... .... C .' - " t'l' ~ " :., J' . :;; .' .. ;"..' ,/ .-:;.\- "~' . ,." ~'. , "~;"'., J.'~ / ~ :,:';.." " .... ,.. ... 'II ... . . ? ,.. "'(Or,...,) _ t 1';_ ,';-~ - #4 IIr ..J 'i ----1 .___16 8cr ~ ..-..." Bar ~ ~ ... f4brtc ,j .~ C I I U ..Jr. ...... tt~ ~) Y.4t> Or 4'-fI' s:. (8ottam Or ...... _....... .. __M _ N01t . 8El.OW) ~~~)I .1 ~ S;' IIIIr) !J:C ..... '.' (SEE MOlE . -OW) AptMact, ... ~ free CcII>>oaft1 (OJII ro...w er.. -..) TOP SLABS ."J.. s.J )2.- '... >'~ ~1.0'~ tt~. 7" o 1GO 10 80 70 eo 50 ~w.I..... ~ EFFICIENCY. CURVE ...... IIOID . . '. 1. 1hII ..... II prIIMrI, ........ fDf lt1 i J1IM. ..... IIgItt to........ to. ..... ~ of woy ... nqt ...... .. ..:cif ....... GIrb ..... T)pee 1 ~.. 1M ~ ....lfnftloA .. on cUb rwIurN to .,......... 1fie...... II ....... fir 11'11,1._11..... .... ..... ..".., 2. 1hIa ...... .. be ..... In "'~1 If cu1MI ..... _ an "'QRW T)IIe f. Grcaee...... tie ........ tIIft .......... ..... p1~.... ... tro tie ....., aubIde ,lIdl l....~ulW. .... jIIinIctIcaL '., . ',,' ~ F", ...".,. a.ctonw.. ......... 2DO. ,..", -IftilRIM'" detGIIII .. IndIIr No. 201. '. '< .;~~'(';'" . , ... NI ..... III ... .... lid wtl ............. 0CMr __ .._........... T,............ 0lIIlIt an ,1.. ....... ..... ~ . .'. 5. f", ...... B .,lJlltr.Jft.. .. _ ....... IIhaI k ...... ... thot 2 .... 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"," '.;' ~.'l*..,;""........... , , F ,,~ ',' ~ . ' .,7' -, ',~' ~. 7' ~,' -:. " ~"~~,'. ~:,";'#~'.,',~;,~.,,~.;,,!,': ;;:, ,. r:~' ','.' ,''', " "" "., ~~_ if., i1> ,,' "'" . .f; , >' 'f".: '.'" : ", '. ,,': ';.' , ;, ' 4 : .:~" ;, ': l ~: J. ,~.. '"'' ,: . < \.. ~ . i' (..., J', " , ~ 'i '; " ,I.. "" "'.. /..r .f " , . ."', " - <" ~~, " ;;, ' ,', If .,' ,~11 ;' " ~ '" '",~' ~\)"~' ", '. '" "".,,-, Bc:r" .,,;. " 'I~"': ,,'i,:;( .,NO'I'E"f)< " -f,; .f' ,I ',' ''-'-':' ~,,' , P" ..' .. ,ll:~':'" ~ ", ....~ 1 ) '~, ,~ ,,':;;,' , I ~ \ [:1:' ~tU.' .~. ,. - .~:'" ;\~" ' ,;..... '" //5 h " !J, '. ~~',;~, re, ~,... .,' .."", '. b i;~~'" ~:9. ,.=-c'.t.,"" ..,.) " <...,.~.' "':"" ,..;(./}'~~~;~"~; .'c.: , t+, .~ ~ ,. ('-f/ -/, :~, ;" : r' :..' : ",' ,,: " ~ ~,f ~,yY1 +~\\~V: ,~. CONC&ETE "'.0..; .:",,'?....' -12 , "!~ ~;~."'. .' '", ';',jZ I .--&/2 'if; , ., '7\:iI ,,'l...'- .../.I l.r- .. .."!:r' 2t;'~P-'"7r~~ ~~ .'; Bc/4'(6" ....)'"77 BEDDING MATERW. . _&"'1 ~ ..RETE , . ,:,,'. " -> cO. " ,.....,1 'CLASS HAJJ BEDOING,....SPECIAL CONDITIONS ',A.' ~..'''' " i'.i, .'!t ~' " ~... . I ," , " " , , ~ . .:,' ~~~' ,;' f\ ld (9I:E MOTE 1 ) ~ l ~mill~- ~ COMPACTED - BN;I(flU 11 : t~~' ~ kI ~ I I J,;......fTI '~Ii ." ::W@IT ",~ r WA f- + A r- ===--- &/2 " 1"'"NC!'1'l'DD~"n' I - '" ".---.' - "'~'....-.u . C "--;,,........., "- ~ SEE NOTE 2 SOIL, ~ ~r-- ~ PIPE 8Ell V . . ~ : "';\' t . ,.,.,' 8c .~ ,il. . It..' hi " .. , I " . . ~'~',":";~ , ,,"-' . L COMPACTED GRANUlAR BEDDING MATERW, 0.6 Be (TOTAl) .' NORMAl TRENCH GRANUlAA BEDDING CLASS "B" BEDDING-NORMAL CONDITIONS ."';' r .~ . ....., - ';'.}' ~7"~~, ............~ l' -; ., "!o' ,'<' ,0 ~ .,.. '~I: . ,~,~ '", . .,'. .' , , ,),' .. ~,:'~ .. -, c~ .. :~ .,' 0,'. ~\~~': .~:' '"" " .' V , ,':1 , .,. , " . .. , , ,,': , "-:,.,.; " .' ., ".. . '. . . ..:,': , ';. . .',< . , ,', .,;.' . ' i.~.? ' ...J " " ' " "%! ~. " ", .! ." ,""\ 'q" , , " , , , "'., Pi ~RETE .~ ~l ~ ~ '.' 0 /)/ [:II,! , t- -t'I, "'- ~-u"~ /3 , -- ,.. I- ::,r ~Irt~ ,'w~ ~P=ACES PRE-PRIMED ----- '''r>~-MOLDED JOINT J~ V PlASTIC JOJNT SURfACES tJ. . =tW WRAPPER , ' (WRAPPER TO . BE REMOVED) ~~ '"\ jr~ SQUEEZE-OUT SQUEEZE-OUT \~ ,l" , ", " =:.~""\,.'.. ,6)(6-6/6 w.W.,,: .....\ .... ~\'" _ < IS ._ " \ \..c:~\ REOlMflI) :: .' "> 8- MIN. ~ . THIS PORnON TO BE CUT AND REMOWO TROWEL-FINISHED CONCRETE BE.NC;HING -- = Jll (SEEMAHHOlE' C,ONNECT1ON \ ~ 0El'AK.S ......r J-r-- -n U--J - . .l 'f f2,'I) ~ ........-8R1QNG MIN. I '" /S ,.... ,/,/j COMPACrEO BotoCI(FllL ~. .'. .' 12' ~"OR /' ~ aIM. VSHEETINC ._IIEUI~~~ ' . . I + " '~I .AI .... ~' --,.!,II 8c t eo (SEE NOTE 1) '--- SET COVERS FWSH IN PAVED AR(JIS " AT ELEVATIONS SHOWN lN UNPAVED AAVS. ~ ~ Lit ..:n '1.......... /MANHOLE FRAME & COVER (SEE STANDARD DETAIL) ___ FRAMES BEDDED IN MORTAR -JJ.l- IS 2 COURSES Of BRlCK MIN. . 4 COURSES t.fAX. ~ I p o w << l' -6" WIN ,}. -0- MAX .1 2'-0- .. PROTECTIVE .coNCRETE SlAB ~ 1\ EPOXY COAl.. TAR COAllNGS PER SPECIfICATIONS \ / ~ SHEETED TRENCH SPECIAL DETAIL - S"MfN I BEDDING AND TRENCHING NOTES BENCHING P~ '" ' SPECIFlCAllON: \ \ REINFORCEMENT ac JOINT \ f 2- ~a!ci DETM. TO BE DESIGNED BY -'1- _ THE ENGINEER & APPROVED :::';:~.-i:~ . '~,~~. ~ BY THE COUNTY. "".".,,:..~"'::) ,: ...~...:,-~ ~ ~.:~;::~~:';;.:,\~' ~::~o'.'::~., :<~,r- . ... .;.......,.,....h..J_., =t! 1- ~ 'Ll~__~- 8" MIN. L :.~;~q(I ~ f -i-, g"1- ~~ -I g",-i 2' MIN. PRECAST "'ONOUTHIC BASE 11\16" f 1/4---11- o -gu~ u~~ o 0 0 0 0 0 o~ 0000000 /=J SAN IT ARY c p SEWER c poooooooc: ~DDDODOO~ COVER TO HAVE NON- PENETRATING PICK HOLES STANDARD COVER AND FRAME DETAIL en ~ 25 3/4- 1. Be '" PIPE 0.0. Bd = TRENCH WIDTH AT TOP Of PIPE MAX. Bd - Be + 24' MIN. Bd = MAX. DIM. OF BELL + 8. (UNSHEETED TRENCH) MAX. DIM. Of BELL + 12" (SHEETED TRENCH) 2. DEPTH FOR REMOVAL OF' UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH $lJITABLE FOUNDATION FOR NON- CUSHIONING MATERIAL. DEPTH 5HAu. BE 6- BELOW BOTTOM OF UTIUlY. J. SHEETING SHAlL BE DRIVEN BELOW THE UTIlITY INVERT IF REQUIRED fOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE INVERT. SHEETING SHALL BE CUT OfF A WINlMUN OF 12- ABOVE TOP or PIPE. OR HIGHER AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30- BELOW SURFACE GRADE UNLESS SP(CIFlCALLY APPROVED. BRACING SHALL BE APPROVED AS REOUfRED. 4. PROTECTIVE CONCRETE SlABS ARE REQUIRED WHENEVER [)[PTH Of COVER IS LESS THAN 36. AND IF APPROVED BY THE UTIurv, 5. BACKFILL TO BE COMPACTED TO 98" DENSI1Y Of AASHTO T180 MOTIFtED PROCTOR IN AREAS TO BE PAVED AND 95" IN OTHERS. CAST -IN-PLACE CONCRETE BASE NOTES: 2- r r:i2.. I 36' I FRAME AND COVER TO BE TRAFFIC BEARING U.S. FOUNDRY 1227 OR EQUAL. 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE ~OLE. SEE MANHOLE CONNECTION DETAILS. 2. AN ACCEPTABLE ALTERNATE PRECAST TOP MAY BE A FlAT SLAB 6" MIN. THICKNESS. J. fRAME WEIGHT TO BE 220 LBS. 4. COVER WEIGHT TO BE 170 lBS. 5. COVER TO BE t.tARKED: SANITARY SEWER 6. WEIGHTS TO BE STAMPED ON FRAME AND COVER. 7. FRAME AND COVER TO HAVE MACHINED SURFACES. PRECAST CONCRETE MANHOLE PIPE BEDDING & TRENCHING DETAILS ~ T<< AT ,. ""1"JI4M$ l~--- T , i .-~ ....,L - _-1..-1 1: '-.. iiiL" "~,...-.ooI ~ ." ..._-~ '- CftD 1'Mt114 .. " : .t ~ 'illl ~.~ r : I t", , II . ' ~ . l ' .', ..,," , ,~~ . . ~': - . ,~,: , ~ '" ____ _'" .... l"too .'. \.~!~ ,<, \ - J;"~.I t' ~...... \1 JMtIR._ OOf'r_ ';', ','., ' r." ..';~'~.{" ':),:~ ~..,,: "OTI:S: ~t. ... 1WL:- '. .. .. . .. ~ \tI1lII .. " :.,..... ...... fIJOU.U ",,"l ',~.... ....... ..... ....~ ' ,,' ,X:' \~,~" ".'" /I.&IIW 1.;. #P., :- ,," ':. ~::,'~ ,,' " '.: ~_rJ ,~< ..;~:.. .."" '....'iI" '.',::,.... ... ~r1;~ ~. ~ ~ ~!~ , :~- - - " , '- ~ :::::;;: / . "'" .,;.... , . IS REQ'D AS REQ'O . . . /n~ II:LllTTl! I . ~', I. ~1l r~I'I=III:1 r BRASS CURB STOP _____ . TIW'F1C BEARING 8AI.,l VALVE) ~~~ ___ .' METER BOX AND UD 2" 90" BEND n ~: ~: r--- 2' GAlVANIZED STEEL f II II ""----- ~. '" ~O ,.-~.... o~~ 2" 90' 8ENll ~~ f8~ci~8oG~oo ~ "r...;;:: . """- BRASS CORP. STOP - 6- OF GRAVEl OR CRUSHED ROCK ~I :J ~ / OPERATING NUT MIN. 24- SQUARE d""'\~PUMPER NOZZLE ?}J ~~D~ I FACING STREET COLLAR ( COMPACTED - I IV 18.....N BACKFILL 1'1.. . ~NISHED GRAOE \ AS REQ'D V FINISH GRADE t ~TTI:::::::i I E '. t .',.'J IC~'.. ~'):t -4 T~ I Tll!.jT"~...... .u,;...!...!jT DRAINS]' U ~\. ,,~ 1J 'v MJ GA E V~~E BOX ioJ r:6" MIN. PIPE (SEE' [p-AlL C-18) t 7- utN. irMJ TEE ~, I ~~ ~ UtOSTVRBEOIT t~ + } ='b-J I~ ti Jf SOIL ---i- '6'1'!i' I (I L-j II- ~~ ~ I ,~~.~ St:.;f ~ L 5/8' GAJ..V. TIE RODS [ ~rr-tll-~ ~~. (~CE~ \ ~ 8 CU. FT. OF GRAVEL J OR CRUSHED STONE FOR DRAIN SUMP. GRAVEl, TO BE PlACED JUST AIJ(NE DRAIN HOIL . :.~.. '. 't ,. I.~"'W!~~=. &=.~ ' . t.t~__ ,"~ .,. ~', "\,,' " . ~~~~?~' :~:~: ;;A'i,'~,:, .>r,~'.' cjl.,~ . \.;~: ~. ; '"' ..It " ~;4. ":- ,", '.. ~~ ""~ ~,:~,: "~;, .~ I ~,:,:,i~~~,;',t,b,:'~.,' ;:.1."',' " ,,~fiJ . ,.:> , [:;'#fi,,)': " h , . ff.~:-..."" ..,-. ../ .r:~~' 01'.. ~ ~..' It'.' ~ I'" :<, \,' ~f'd~'~~i ~;~t. .,', ~. :-...,., '~,<:~.-, , . '< ~;:{::"';~: s ~ ~ F '. ~ ,:::', }<', ~;:?~~<:, ,~:' ,~' ;;!~t"'~ ,..,,~ ,"",<f .. ',~,~,~":~",,:,.:,,,~~,...:,,:'.'~,.,,~ . .,.:,.,.,~...:.',:.~,~,\._f",..,1'."'>,',,..:, ~":"":~":..!,;"",,;,,"i.'~~,; ..,...,!~, """" :;' ",', ;;" . , . ", ~ ..~ , ~''0:' '" '... ~;_>. ,,;,~:: ~.'. . ..,,/!'~~:~'" ":,,~,~:,:1i' , ~:.' p . :""';~,'~~~etlX>QF ~WINTER SPRINGS ",' ".;,., ~ . -. ~ ".' ~..;.' ~ "'.:'," ' ," t~ ' " ~ ~.., '" " " .\ '. ~ .~l.:"~_ ~~ . ..':"I',. 'r, 'I' '_ ..... ,'r, ~~~~:!:".} '; ~~ '~_:: '" < . ~ "....~'. :1 " ~6, ", ~,>~? ':;,' . :. . ',' I... .~, ","" '\.\; , ~, -'C',:~ "j> ;. ,.1' ....f " ',.. ";.,:.4:~,,,,:J~J';~'{" , ;.>~. .. '~:~~i"~ ~'. ;';:. > ~"-~ < ,,~.;.' y~ .,.~ ,', ~ ~' ..i;;' .,..It,," ", .. :~"(,e...' ., ~~:. ~;: ~- . ,IF. ," ",",Jt _\" -- WATER I.WN 2-14 /SHEAR COlLAR ~.,:.:.. K 16- .~, ~ -L: , \ r "- REINFORCED . 6" a.c. \-.. CONCRETE , HYDRANT CENTERED IN; COllAR ;- .~ , ''11'''\ NOTES: . ... POSITM: DCElECTRfC CONNECTION SHALl BE MADE 8ElWEEN BRASS ANt> GALVANIZED COMPONENTS.' f. HYDRANT TO BE LOCATED 4' TO 8' fROM EDGE Of'P~ IN BETWEEN CURS AND SIDE'WAU<. . 2. HYDRANT TO BE PNNTED WITH 1 COAT DUPONT 131 98JWER. 1 1/2 Wit.. DRY F1t.W lHfCl<NESS AND 2 co,t.TS DUPONT n<MA, f 1/2 ML DRY FILM 'THICKNESS EACH COAT. Olt APPROVED EQUAL 3. VN.VE ~SHAlL BE ~ lYPE AO.IUSTABLE. AND Cf1I1R StW.L. 8E WlRI(ED "WATER', 4. fIR[ HYDRANfS CNIHOT BE lOCATED ~ THE RADIUS' OF $1REET ~.. 5. 1HE SHEftR COl.1.M WAY BE INSWJ..ED UP 10 ~ _OW FIN&C GfW)E WITH ' SQODING -OVER THE COlLAR;.,.; , . . , .. .~;~ 8011QI,'Cf BOl1'S N40 TOP ($' SHfAA COLl.AR: SHALt. IE ,a WIN. ' ~' , . , \-::....' .. , . ; ;; .BLg:w-~tW YIL r : ' .- .. ~a:~. ~ ~;. ,-'. . ,.' . . ., .~, , .. "N : "'\ .~ ' ~f ..~ . ". "' ~,' :;'.10' '" r; J.' , '.. PIREH , "c, .'. ';~ ., ',~ . '~f '. y' " , .:' " '. ... ~ r' . ~ , ';'. .. .. ~, ,~~;.~~.; _ ..v , . ,. , '" ~..., ~,..' > . :;,~. ~.,' '1':. r,. " ; 'd:';'~~Y ~~..: ',' , , '. ," ~~: = ~"I , ,":1 ~;.r>.f . "j - ~ ,.... ,.~~ " ,1 . , . .. -,:...C " ~...;~~, .::. ''I 'l: ,. ..... 1 4 . ~\ '''', ) " ,'., ;.-" ,. .',' ','y". ':.t., ,; .'1" ';>.:f'X' ,'.' ":,' "" . ~ "', ,\?: , . _,_o)r,\~" _ ""r" ..., '.! ',. '. ., ", " . '; . ". ~.. . , ,"" , " .. .,." "', , ,," ' ,- '~:7j ~<'\~'"- ~ --'.' .,.: ~ 't:~1t:~ ~ .. .. \, ~J' " " .:'~~., .J ~~~~',;~ . ~ , }f"~~,.', . " .\';/" :'1.,:, ,;:._,,~ \~ .to' ;. '" . r< " ", ' .~, , ""~' .' . ~'. ~4' "'"r. ," ~. CONCRETE ENCASEl4ENT OF VDmCAl.. -TEE / PIPE ".~': ~,: T S" MIN. r d '-INflUENT PIPE ....,,-1Il" , , ."":'"s ," ,>- . " ,:: ' '-v, ".':.-.';. . , , " {, Ii ,'" '~, A.I.S.I. Jf6 STAINLESS STEEl. RESTRAINTS ~ PIPE: ~ ~~~~:~ Fl.AHGED 90' !-.- C-:.<.. ~~~ r~N POINT IN~ J '", ' DIRECTION OF FLOW "I .-<:.. ~ I .).---:...-.... -t--,. I \.~ ~ ~> ":~,::;;:.~.V ~ FlBERGlASS UNING J (SEE DETAIl) & . PRECAST MANHOlE WAlL ~ ~j,~ d " .'" ..i!.. ..:..- '~, -~'. CONST. TROUGH TO MATCH EXISTING FLOW LINE. " . . o \'. ,,} :,', __ 6" MIN. INLET CONN. -): ::~ AS REQ.D............... ,s" I ' -....... -- 2- MANHOLE I~ " ~' I " ., ,. > .'. :.~ ."~~ ~.:. :.~ .:..~ :.~. ". "' I ","', ,~.:,. "':'.'~gC7' BEND FORCEMA1N CONNECTION DROP CONNECTION PRECAST t.4ANHOLE A STAINLESS WALl ~I" ~a. ~~~~ ~I~'~ 7lAMP ~~LES~TEa ~L~'__ -------..r- ~SEWER PIPE d ....HOLE INVERT 7 J.:.. - f .ESIUENT'2~2\ TRANSITE ---.-'\r-;- PRECAST COllAR MANHOLE ENCASED IN .,'_ /'WALL NON-SHRINK ~ GROUT FLUSH &, WITH J.4ANHOLE ..~ .. WALL ' .' -------.. - SEWER PIPE ;> MANHOLE INVERT ~P1J.../., ., . .... ....... ~ ,:.,.. a". ;". ". . ~. ; TYP. CONNECTION ALT. CONNECTION NOTES: 1. PENETRATIONS TO EXISTING MANHOLES SHALL BE CORE BORED. 2. DROP CONNECTION SHALL BE REQUIRED WHENEVER THE INVERT OF AN INflUENT SEWER IS LOCATED 'TWO (2) OR MORE FEET ABOVE THE MAIN CHANNa. 3. DROP PIPE SHALL BE or EQUAL SIZE AS THE INFLUENT SEWER. DROP PIPE SHALL BE PVC OR FIBERGlASS WITH NON CORROSSIVE OR STAINLESS STEEL FlTTINCS. IF A TRANSrTION TO OTHER TYPE OF PIPE, THE TRANSmON SHAlL BE OUTSIDE OF MANHOLE. 4. DURING PlACEMENT OF THE FIBERGLASS UNING. IF THE BENCH IS NOT REMOVED TO ALLOW THE LINING TO EXTEND TO THE BOTTOM OF THE MANHOLE. THE EXISTING BENCH SHALL BE NOTCHED AGAINST THE MANHOLE WALL FOR THE ENTIRE CIRCUMFERENCE TO A MINIMUM DEPTH OF 'TWO (2) INCHES AND THE FIBERGlASS LINING SHAlL BE PlACED AND SEALED INTO THE NOTCH. ANY NEW CONCRETE/GROUT TO BE PlACED OVER THE EXISTING BENCH SHALL BE 8ONOED TO THE EXISTING BENCH USING AN APPROVED EPOXY BASE ADHESIVE TO PREVENT COLD JOINTS AND TO PROVIDE FOR PROPER BONDING. MANHOLE CONNECTION DETAILS . 13 TEST COCK #4 TEST COCK ..... r"'I 11 GATE VAlVE DIRECTION Of now #! TEST ./ COCK ,I I_ E "\ 0 ~- .. J -,tiI ~~ a ~ ~.~ ~ ~ '-, ~ L4-r- '2 TEST COCK -' VALVE VALVE II CHECK VALVE .1 I c ~ t- .. NOTES: 1. GOOD FOR NON-TOXIC SUBSTANCES SUCH IS STEAM, AIR. FOOD. BEVERAGES 2. GOOD AGAINST BACl<SIPHQNAGE AND BACKPRESSURE 3. INSMLLED MlNIMUt.f OF' f 2- NJtNE GROUND OR flOOD LEVEL 4. MUSl' BE TESTED ANNUAU..Y 5. SIZES A~ 3/4. - 10- 6. ASS[ STANIWm NO. fOfJ OR NIIWA STANDARD C51f-89 use-Fee APPROVAL 7. ~ SEATED SHUT-oFF VALVES REaU1RED 8. ADE . DRAINAGE FOR DISCHARGE FROM REUEF VN.VE ...usr BE ~ " R~'~~CKFLQW , '.. . . , .. ',<; "".' " .., -~il' , . ~, , " ';': ,:, . - .~' ~ , '. " '., .. .' , : " .' '", .,.. " J;" " .<;- " "/":;~','" ',,- '.' ".,'"", ',>; ;~"~,'$~,;~;~~~ t,.:.{~'t2:~~Y,~ .' " ~,.',: :": '".',;;'~v. "~'i. '~: 'I'~'~ . " >. ,tI!!'<< . ' .' ~ '~:,.., ~~ '-,:', "", ,- ..l .,', ,,;~ \ . .~~ " ;' , ,'. . ,'. "1,,' ... >/: I':; "ii'\' ~~ '" '':, ;":. ' , ~ ' r'~, 'If' ~ .: ,- ,,': H~<iCc '" i.p~,~;:<:('" )A ,: ".' , :"::i':"" '" ;,; , ." ;,.Jh,.,,;S ,",; <'.' :::.~, ";:. :~" ~ ':1: . i " :/:; " .;';. ~; ',:;',)1 >0, .;',\ i .~ ,,;:", : f' I:;' ..:J., ~!.~ . .,r,'~,'> , , ~'''':' ."" " ., ~:;i .; , . ,;., ", J -/ , , . ", ~::' I !;:.f I;;;": ;~" ti'. : , , J' , ~ t! ./ [r": ~~(.'I; " ". t..: '~';- ( ~:" .. t . ; .,:.;: ~I; :~.~ J ~ ' ,.... , . ffi; j.;. 1&,<, ': '~j ." tl.;;,i . !J:' " ., Ii!::' '(" i', . .. ': '. ",.', ..j./ :"'" '... , " ,: ,.i.' ,.' ':,' ;,IJ , , ' >, '< ,~:: ~~: ~~~ .., "" ...", '~~r: " ','?~~., :.. ;~':,: }.;~~\ ~ , 'c. ~;,:.. ,"'~'.'C'" 'I' ,', ' " .','l ::.. "';' , w : ".' , ,:" , .". ~') " '"'i, ' " , :";;.> ", Q ~~:,; , ,,',".; '.': '-, ~~.,;t~ '_;0 \~ ' ..; , , , :, ' ' . ~ co ,...ttp tft ." f? .~ ~ ,~' ~~:','~ . '. , " v;f.i ~~>-CD-O,~~::,'~; '1" : 'l,.,.: (~8: , f,/;J: '. : ~ : p . I~,~~; .;.' '. , ;. ~ ~.t::;a~ ... 'f :~ ~ : I. ~ i:~=\~ ~~.~l'S ;....,.~ jjt.~i": ~ -c; -:: .. . if;: .'. , ~., , . .c., .. " Q. ."'" (:). ';....;, (Ij a . ,'I:t~ '1IiI.~ · is'~ 'l;! . ,'.' .11 '." ~. ;;,' "I!g .'c~.' ~Im. -J' >.... :~ il~ . h: -f iB . . Q"', ,.;j;. . LtJ g .~ j!: h ", ',I~',~ ; , ~<ll; J~ f " !Ue I i \ ,,,; "';\~,: : .,~~ i' ',' . >:- . .~1' ,7 : I ~ . .. , . .-If ", '", ( :\; ';;' ." .'. " , ~. ' ': J' ,;,,' '-1 ". .,.1.'" ". SET TOP OF VALVE -SOX TO F1NJSH GRADE- 18- ow.tETER OR 18- SQUARE CONORrn COl.1AA IN UNPAVED..., AREAS ~Y. "-1 I - '4, BAR All AROI.fNO \....,~ ~~.. i ~i o~ ~....... i! .!~~~.t':.;. ~ EXTENSION STE... WITH 2- SQ. WRENCH NUT - SCREW TYPE AND UPPER GUIDE ....---. ADJUSTA8I...E REQUIRED FOR MORE I VALVE BOX TH.4.N 4' DEPTH. --........ WITH CAST ~.............. IRON COVER BOX SHAlL NOT REST ON ......C'=' VALVE OR PIPE ANO SHALl I BE CENTERED ON NUT. ~ J. VAL'" (TYPE AS SPEClRED) _ .. /,,\. tlU " 6 \d.~.. U:,~J , ~.. 9 ~ 6 6' BEDDING ROCK-BOX SHAll REST ON BEDOINC ROCK, NOT ON VALVE OR PIPE AND SHAU, BE CENTERED ON OPERATING NUT. NOTES: 1. COVER TO BE MARKED WATER. SEWER, OR ~MED WATER. 2. VALVES SHAll NOT BE LOCATED IN STREET CURBS. 3. FOR RISER EXTENSIONS SEE REQUIREMENTS IN SECTION 2.3 (C). il' !"f'1.. J .. .,... '1, {:~~~i':-:'!" .! ~ N.... '. F. :' .." _ ..., i \ h ~ r' , , ('+1: '.(; " , !' , ~ '~. . ;;'~':;, , '" .< - ..~' . ~.: ;! : ",. ".tq:{. . VALVE & VALVE BOX DETAIL . . (.) Z. - ... Z , .::>> o :r: ...I C (.) (.) Q .., " >:, ~j l ",ti3" ':'1.: ~: '"Il;: ~ ,t ;;. " '. , ' , '11-': - : ' I: ; .;,:.:.. ",: ~... :. ~ ,ell' . , , ,'0-', , ' , R~ VARIES .1 --i-----------yCHEO< VALlIE 3/.- BV-PASS ~ I ~ . I - I ~ :: ::~~. I I I I -'--- L----________..J PLAN now .. " .", , .. t) , ,.' .>~ , ", ~ '. i!'\ " ;>~' . o b .... ~"m ~~w ~ - . 1~('NP.) a: LU I- Z u.t (.) . zit ;t_ O t/IWII!. >, .;; <:J c, ...1Ii,) ~'", II '.... Z.. 'Ilf::~~~ '~ - .S'1' -- ~. LLI{~,'~~ ~ v, ..... ~::::'!; :. ,.. 01 .', ,~ ~':i ,...,. i 'Z~,C~ ~: ...+C::'.i:: - .a.." ~:.~:, " . Z ", ' " a:~.~':~.',' "". C~~i ~ Q.'~";" ."'.' ~,,1 r,n' I ,#ItIII#, ": :" of ;,' "".... . .,... :. '.~. : ..."" , 'w' ~ '.~.;'<. ~.. ~ 'H ,~>: I~~' . .' .~<~!.?4 .~ ":".c'.., """ ... ': :.,,*~'.t, ~,. '; :" ' .r' \',~.,:., ',.:~",;'c.'<, '''''':''';'';'c ".;;~ ,:';', Z....... r "~" :' : .'t:::" ~~. ~,' "j,', ..' :~ ;.,::~..., ~13;: ',~. ',) ~'- ." ".'~.,: '"....e .t.. ~ . . :'1 ~.' '\':l:,;' :"'~'.'~ ."~ i , '. .... ".:' .:"'~~7',;<::"~ ) ,,1.,': : 0i:i;;; .... . .. :c""., ' ..'.\ . '~" " .L-......:, ~:!fr-:.. '; " , '.' " , ' "C',; 1 /2. PREFORMED JOINT WA 1ERIAL BElVIEEN PPE ANO~ ~ fiRE UNE MASlER WE1ER INSTAUED BY CaTV 'MNlER SPRINGS (SEE HOlE 1) r- 1'.t' SPOOl PIECE SINQ.[ 00U8LE DETECTOR a-4ECK VAL\4E BACKnOW PRE\9UER INSTAUEO BY THE CONTRACToR, o.s.' .Ie V. VAL~S (4 REOutREo) . f1.G. BEND JrL iIi ~ -~~~ I' 1\ .IlL rW ~ E :3 I" .... ';'." :.':";;'~''','L.;..', ,;..'.;'/o.'.......J., :.:', -~\.~....,...~~. .,-''1',' '. #,....;.. .1 t eo- 8DII ~AIJ), , :ftES1RAINED ....1s (2~ BO,!,:,' 'SlOES) ~ ." FROW MAl!! I * ~~~MU Y SUPPORT STANDS BY 1HE CONTRACTOR I ~A8LE PIP[ SUPPORT STANDS " 10 S!R\teE PROfILE ~W~+ZO~~ *1H NOTES: , ~ 2. ALL 1HE ~~ PIPE ~8E'~,DUC1ILE.~, 3. 8- ~ Sl.A8 .1M No. 'x6t W10XWtQ. " .. i\;~ ~-t'..' .' :" .. ~. i,',. ;. , J.' . ..';.' ':t . :'I';. '\ _:.:~::.;~~:<, ._ 8l> .. " '- -...- .. ", :' "".. :; .; _, .. :~:'S . ~.~;.~ /:":~" "'~~.b:" F,~:~~.J;~-::..~ , . ;~- " '-1>> ' ,-. ..', .E;~ _.\ ",~ ~ . tJt;. .1," 'E'c <".. :Ge' , . ,,'.','-.' .,' - ?";~" ",: , "(i<l " " ", ',.' ..;.. ..'.:\:.~..,. . . " <.' - fo,'., :' ,::'.~';'~,. ~ ,~' .-1'.~' :"";. ~~.: ..';>~{~~~~~/'~,:,~J' '. . ~c ';f.l v 1,~':"tJ::,:.,:.~;~Jii-.t;.'.. :.~;. ,;,';:~1', ~ .', " ~ . . ( ; '( t " '" -::~: '4_~ ~;,~y. - "~- '", ..';. I. ,,-I'. ., " ,:.!; . ".-'. <" '. ",', , .' 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':' " " . 0' ' ..~.)~~:':.- '. ,:. ~:' N , ' , - - '..", . ;. ',,,,' ~: ':.. <<',~.~ '. , 4; .. ~ " ~ ,.'''' ~, , ~ ,f..'- '" < . ' ;-~. :r~: o'e " . ~;' " ,,ct..' '" . " :- ," 'fRAME . SOUOtl.l NlENAH . No. R~"74-A (ROUWO) ~ APPROWO EQUAL. .,.. a..EAR , CPENMEQUAL. TO PIPE 1.0. 1'F1MSH GRADE , '" ", (nP>. : .- . , '.. \ ~ ? ;''' ,11 " ~)" ~f ~ . , '<. ~ ',It " , ''of ,," .> " ~ ~.' ''it ",lrrt< . :~~: , .,~ . 46'P.VJ:;_~~f~O'~:&, P.V.c. P1PE~~, '...:~.' P.V.C. M'E .. . '~'\ .,' FLOW ; fLOW . ~ ..'. .'~"N.::.~,' FlOW ,-- ,. .-...i. ,,:,. - ~, . ( - '., .- . I. ". I J .' " ........' 4 '" .~ '..~ 'f( '... '" ~ ", '. '~' ),: J.:~ ,< " " , ,"- ," '~'~. .'~ ~. (,~,': 'f. StOPl'ro COVER',.,. ,,'.' 'SL~ TO MA.,a.?~'--' d, :'. ~ ~ . Gft-ADE \ \(. '> _ . ".. ... r. '. , .. ~" ~ ,. '. ".-. . {', '. ~A' .... f CONCREtt ENCASEfCNT e- MIN. ~ AROUND TERMINAL CLEANOUT I '", ~ k""'..,' z", -'re, " 4'- ',; '. , ., <:~ , ....~ ~'.J) .. .,9, . '~4: ," " i.~: , J -> ~ . ~'" . I 1 .....- .... '. ., A60 P.~c.' BEND ~ t- 8- (TYP.) -- QONCREl[ ENCASeMtNT 1ROWE1. FINISH APE AS INDICATED ON fIt.ANS IN-LINE CLEANOUT ... .'\'; PlAN SLOPE INSTALLATION I::' ~ CL~ANQVT ~T AIL 1-" PA ~Q..ABEA$ 1.?- " ~r ~ ,..t.. . .,.., '" . . i '.~ . , . '; : )J<i.:.... " . .f ":,. , "".' ". . <:== -e= ;<;~ .. , ~:,<~:.~? ,. ,~t) ..' " . <:== :" <:== ~: / Median.-J Ii ;,re ()l' f) () f) " " .: 8 51 8 8 S08 ~ =::> c::=:> 2640' L m88~A~- ()- 200. Min. I ~L Where Other Construction Or I _ 1 OlD Maintenonce Operations Occur 2 CONS1RUC1IClN Within One (1) Mile, Signs C r-TO Be Omitted And Signing To Be Coordinated In Accordance With fndex No. 600 Cones Or Tubular Markers At 25' Centers And Type .... Or T)'Pe ......... Barricades Or Vertical Panels Or Drums At 50' Centers For First 2S0',Thereafter Cones Or Tubular Markers At 50' Centers And Type.... Or T)'I)o ........ Barricad.. Or Vertical Panels Or Drums At 100' Centers. ==:0> '~. \,"" " , , " 1140' f) l) () f) 1000' 500' ; " -'11"'," '" r '" .', ~~ , ~ ...., ~ '.. -.r l.NC ClOB .,. IICHT LM Q.OIID fU- !of,,,; " ':.. 10," I' '-, . ., Maximum Spacing Between Devices (FT.) To 8e Equal To The Speed Limit (MPH) But Not Greater Than 25' For Cones Or Tubular Marker. Or 50' For Type..... Or Type .......... Barricades Or Vertical Panels Or Drums. '.' , .' GENERAL NOTES J , ''I' ~. ~I ~~J;, ~\"-.", :~,:- Pawment Resurfacing Pavement Repair Utility Work Bridge Repair Guardrail Work . TYPICAL APPLlCA TlONS 1. Work operations Iholl be conftned to one traffIC lone, lecv1n9 the adjacent kme open to trafflc. e. L (min.)- Length of toper In feet: · WS for IptIIIde 45 mph - W'J few ~ 40 mph 2. All vehlel.. equipment. wortc... and their QCtMtlee are ~ restricted ot 011 times to one tide of the pawment. 'Mtere: W- WIdth of laterGI transition in feet 3. The f11"llt two waming lII9ns. eoc:h side, IhaII how a 18" II 18- <mln,) S- Posted Ipeed limit (MPH). oron~ flog and Q TW>>e 8 light attached and operating at 9. Arrows denOte direction of traffic only and do not reflect 011 tlmee. pawrnent markings. 4. AN signs shall be post mounted If the closure time exceeda 10. ~Itudinol dlmeneions are to be odjlsted to fit field CONDITIONS 12 hours. tlons. See IncleJc No. 600. WHERE ANY VEHICLE, EQUIPMENT, 5, On undivided highways the median signs 08 shown ore to be omJt~. 'MIen wark is belncJ performed on 0 multDone undivided rood~KERS OR THEIR ACTIVITIES ......d-' hw- t..- the sigrts normally mounted In th4 median (a. shown) sholl btNCROACH ON mE LANE ADJACENT e. When wen. is performed In the median lone on "'.... _ ."....0,y8 .... omitted. b~ plun Iw In..-ted and left lone cloeed and tone r-..ct1Oft TO EITHER SHOuLDER AND mE ligna IUbstltuted for the ri9ht lone c:IOhd and lone reduction .~ YttIen a lIlde rood Int..-.ects the hlghwoy on wnleh wen Is AREA 2' OUTSIDE mE EDGE OF being performed. additional trafflc control devices thall The .ame oppll.. to undMded hl9hwa)'S with the foIIoW)lnll~Xceptlons: be .-.ted In accordance with other applicable TCZ Indexes. PAVEMENT (0) Work shall be confllled within one medicn lone. (b Mdltionol borrlcoda. con... or drums shall be placed oIClfl9 the ctnt~n. 13. for venera! TeZ requhment. and odc1itlonal information abutting the work area and aCl'08I the troIIng end of the wort< anKJ. refer to Index No. eoo. 'MIen work on undMded highways occura 0Cf'0IS the centef1tne 80 os to encroach on both medlon lones. the Inverted plan il appHed to the approach of both roadwoys. "'"", ,I.: SYMBOLS m" Work Areo , ..' o 8 Sign WIth')8" x 18" (hUn.) Orange Flog And Typ. 9 Light '~ " , Tjpe .... 'Or T}fa.-.... SorTlcalM Or Vertical Panel Or Drum (WIth Steocly Burning light At Nlgtlt Onty). 'Tubular IrlfcJrkers May Be Used Durlno DO)'tight Only. T)'Pe .-. Type...- Or T~ .......- Barricode Or Vertfcof Pone! Or Drum (With Flashing Light) WcrX Zorre Srgn Advance Warning Arrow Panel ~ , '. ,~ ~ J , ,"' .*' <j, .~ ,. .. ~ -: " ,. .~, . () - . -' '~ . ." 7. SIgn. and trofflc control devices ore to be modified in ac:c:ordonce with IN1ERMITTENT WORK STOPPAGE detail. <lheet 2 of 2) when no work is being performed and the highway Is open to troffIc. TRAFFIC CONTROL THROUGH WORK ZONES MUL l1lANE, DIVIDED AND UNDIVlDBtRURAL NIGHT OPERATIONS OR OPERATIONS EXCEEDING ONE DAnlGHT PERIOD " 1 ' , " ~ '?'. - ,.' .J; ".~' , ,!!,}- ,... /. , ., -e= <::= " ~ ,- .' ~. -e= q::. ~~ , .{ ii ,-~ lj \ ~;: ;:, i' ~. ! . ..-1.:' ",'~ " A:,~:/ft- :j,p'" -' (Jt f) / W.dian.-J Ii (Jt f) t " -b~ ,::- ~~ :~:< t. ~ { e;:;> , . i;r :::' ~ ~ ! (' .l.....i.".., OJ ~ '''_''''''~> .~ ~~L,A f".' ,'. =:t> =:t> ~ c::=:> - ~5~q",Z1 81a La 1 a 8 "u ~ f) . ;.., - .' ~ , :- ~4 , (Jt I) [) f) 26-40" 1140' 1000' 500' .. ~.{ 1-.. '~~\..r .. :....._~ . ~}-.. Area Temporarly Reopened To rrotftc !wow Panel Ooeratlon D*on'tlnuect And DeoAca Aemo-' Or Relocated L 2" ~ ~ Other eon.tructlon Or . I ~11Olt Malntenon~ 9Perotlons Occur Within One (1) Mle. Sign. To Be OmItted And SJgnln9 To Be Coordinated In Accordance With Indele No. 600 '- T4In'IpClrG"y Powrnent Mcnfn9l Pfoeed. 1hrouoh ~ Aree And ~ Relocated Latwdly 2' to 4'Ouhlde Edge Of Pawrnent ," tto.ao ~ IlWD 'ClCl\IIS1MJC1la f IlU t ......- ~.~0 Covered I ", "'~.,t1t~\,'" , ,^ J t ;~'a:.:~ J.. : ~io . ~ ~~t. " _ 'l. ~t " " Hinged Or ~ o...rto Y Shields ~. ..-' COWred .\':t.' .., It' t-~": !;:',: .:,. , , . ,r' :,~,: tfi~., ~ ;~~ ~'e;'<'~~' ~ ~, 'I'" ..,;:..~ ',' ,,'~' ,;; t .'. , ~i", , .,. .... ";., ;,' , " ." "I .,', . . l '~." ~ ~",,'>~: <i~>' .;s?':~~~, ~ <!' .:p >' ~ . - .- -;",.. .-. -- , -, - - - - :;. ::~~;';, ,; ":~. ~;~ >;,..:,' " '.. "., .' /Yed .lcm J ,Ii' . ~""..,.,. ..d .; .:' ';'.'- .. <:,' .. Ii Ii !to '-- Ii i ..:,;,,~,c!;::~;:; :\, "":.~<'~f:.:' .~.... '" II . _ -.:..,_ _ _ __ _ . .. '~.. . . _ ":&f - '."'"'''' .>;....,",5,' ' , . h;"", '.~. ',' ~ ,-:' - ..,-.,...;..,-. ,/..~~ :,'" ""~:,l;';"':~,<""'!~"',"",;~,,:-,<). ~,':" ';" ".^.,' ...~,.. "',:;', ""', "~ 111.' . ", I/i" ',':6/,,/ ~ ' . . . , " '.. '; '.1- i:<' 'r , > ';' . .,. .. .;..' "', < " ~ ()l r' ,., # . f) ;' );~:. ,.,'''':..,:: '~. ~ ;.:::>~;>:; /,'.. '. \~" i -'Y-\,f',' , 26'40~' 1140' 10CJQ" li:~"."$OCi" I" ,Il,a 8, I. ~ ,", . '. ' ~ - ,(>itu,. <~. < . \",' ." .i' 'b,.. .:, " . ,'1 1.,',..<.. ..'. r 4,.... . 3~. ", '^',' ".!F; ,\,-, ;i,. ",' ..' , ' ~ ',., ...,'. . ", I.' _ ',__ r", :--'. :' '. '~"..,:.. ":;:'.:,' ~~:. ~"'~:'.' ,," ':, " ,*.;:','!':~. "~:\, " '. .' N,'/"--.A>" '. "'l"; ,,' R:::'.,t<fo,Tra-' . ' ~ .......ottMF ConWuetlon Or .. --'{.',~~;:G",..:::~:t >) ~ ,~,,:~:;j.,,:.~~ t. ';. '!.<' ;t.~c;.,[. ,.. '.lz.~.\ ) . . " ' < ~~.... ."1\,' :f_i~.t..."...~,~.:_ ="". Or,OI,,~-= ." "'''' 1:"~ WItNn"In~::-.!h; '. · ' l.,' ~"'~ .",. .~'.. ~';i~' 'j,t:. .r ,.', ,;, ",~ ' ,< '. ~ _. Y_'." .' ~'....- ~ ":.'~, "'.':'. :;.;,,'>;; :j"~~::-:,~'~(;~r .:.-. '-'51~ ", co, _._Oft.. '...' t, .'.'-', . :..- Q:..~" """,.-..!,::.~..' "'\CT~.~~II'Ioced~Wcwk.wo -__"0. toO ,,' 1:'. "'>'",'t J{.':~..'> .' ...._-..:.i,;,..... '.~..~ .:,' ,--:: " J~j..', '~.:'"',"_. And~~lAteNIY.~:to4~~[.OfPcNwll.,l. .'_ ,.. _, : ''I.\)f' .:{ ;~, ~ ',';""f . Owerfo)' ~~... ,"'~, ...!!.. ,. I,'" ,.' , ,..' 'f. . '" Vf. ,.~...~..\'f ' . ',' ~.~ '~;i~' ::""''\'.. , ....:;! , .~.. .."\<: :, 'O' ' , i.' "., ", >, ~f~;,.~~J~~:' ; c,.;.:;,~~;,"'~~~~i~~{'...~:, ......,". '~~=3:~~~i 'A\ .;f' "~.~d,~ ,,' 'i' :: r-.it;., : ,::<ii" " _'i.',' '" .- "." ,,'~ .. .l'" ;'>;', :..;....J Tt ;.' '~ ,; <:',;:~ ". ~". >;,' .:," . '. ;", .'.... 'Jb , _" ;, ''',.'' ..... , "lI,i.. .~. _ , . .. ,l~': .... .",'. ;.;, ,~. ". ( '';:, ... " ,"'- ' .'" . ~. ~ "'c ' "C" < ' "."". ,',. ", ' . . . .",. .' ,"" ' -, 0.-,"", - . "cr-'. '. ,,' '., ' , <.. ., -. ,'" t>', " "-'i'.~,~;~,,;..~:~"<''':~' ""',;t.' ..~:.>.~.:~;'.-::.'~'L.,i/',;~r,~~:.>:~~~:~~.~~,:.:..".. 'l:'~: ,_'f"""'~"'~"O'~'::!~:~:~. '_,,:~-': ~":;>" ':':'<'c'. ,\.:: ".... ";'':C'' ~,'>k.:." .,,~...~', .!'."rl.,t~'. , :....~ ",.,(", "','~';'" (~"""",i">' ,.,.,; -,~~,,, I" ",!,'f:~~" '. :...~." "_' ." '....;':.'.','.. _.. _ .._,'" '.' ..., ,.". "C':'\.;, ''','.'. .... "'" EVEN PAVEMENT <==0 QIlID ~ - -:> t"'" ~ ~~, ~; l .: ?~'~3Jl ."\i~~, ~''::.. ";,'" ~~ .c ,;.} " " .';' , .. $o~ ~~ ':, ~~ ~: -\f1;- '--:~ ~ , ~~j . i', "",' " '~"'/;' ~.,." . '~":' 'i"". ,: . . :~~~~~~:)'~~..\ .,: c""":: ':'~:~: . , :Z:-:.Y:':;"t'\~:~~~:,i ;..; :~':}.:~: .'C'~., '.7'" ;",>Y .;.}f".<:'!j;,i;:';\',. i,'~:ft;;~;;' . };~ ,c.'v_ 1.:tJi,I.I;,. (- .~- -t...yV:'~' l__\,?'f.>" ~."';,"-~i ~~:~'.'";-~~ ,~.: ~:~ .'l-~f'~,~'.~_:' ~~:~{:~:~'::~~f~",~-~.'.,$)" -~.~~:~,' ,.~,_\-' 4::-- >;.\->,l,:. ~<,' ,}_\~ :~> '~-:t'~,;~": ,;f~~::,<" <', "..."- :-,_~ t.; , ;..': tl;..t:.. , ,,'~ '"<',? '" . > ~~- '.~~~... ~ ~~~,.,:.~t~;.. 0 ,'__~!~.y'i .~. -,,;' ,~~~.9 , ' ~ '?' .,~", - ,- ,....' ;,.t' > -... . ~ 0:::)-. " ~>. J 'J> ~ ~ "\lt~~, d>::: " : : "~ : ":~;:'~'\:~~~,;.,' I.:;>;:~' '::..:. 'I)~,.:'.'~:\"';" .:: :;"::~ '~.;~:"' " 7';;;. ,.. ;, ./>~!r' ,i>~>'. '... ~,;,""<" " '. , ~ ,~ ' .' ~ , " , "~ " ",. >' . ' >, , ,: ''';'f~, 1 / ;f.", , " . ;'," : .'. ~:. 1;,. '. ';;::: x.' ;..~ ,,:',~: ;:"~'. ~. - ,-. 'i-;-+j.o ':,:' ~;:'". \~. ..;,'i ,r . \ I; j " ." -~, <(,' ~~ ';::j~, ~.'\\.< '~;:~';~' fi ~~ 1-< : ~.:> '... :,;.~ f:"':" :"" ~'..' ;~~ 'if -;( .. . .,'f " ) ,,' '.,J ,c,: -'.' [I', ~;, ., . ":~,:, " . " , ;' . ~<I'"" 7t ",~ t~l, fI!~ '~.~: '. ".., J. , . ' . ,).,~ il.e:. '~f1,'.i I;~ ,", c,.' , mE .ll!t"IN. VAlVE SHALL BE LOCKED 'Cl.QstQ 8Y .~.UlltJTY' , ..,.;. ~~.'.~i- t.., \.':_, ,.~":,,. .. ~"UHllL FLUSHING ,eEGfM: ': . .' , '; " - /. . ' i' " ~' t.i, ~;b)";! ;.;:\;f~ ' ,': ':. " ':" ' . ''/" ',' ." "., ,'t i"i!~~':"'f ;': "I' . .1). . THE' ,11E-1N VALVE SHAl.L BEOPENm ONlY fOR ~ . Of" THE " "i ~.: ,,',': ~" '~~ ~:~;: . ,JIIEW,VAfN. lHE PROCEDURE SHAu..'SE DIRECl'ED'.BY THe 'Wll./TY ::i;. .;;, ,~.\,' 1L!lt' ,~, . COMpANY AND OBSERVED BY THE ~~, ;.,;;, ' . '<" " ',. "V'" ',', , . , ,~ " .':' " , ,c " . . :~ r, /';': ~''':, ~~, :r' ...~ mile:>..,....... ~ 'l'U:'_IN V.'AI.\JI:" ~,.,~~ ~......'" '" ., ~ ,,'. :~;~ Ih.:'~, ." E. 1V"fC.n .L""_"I",~ tf'1l;, 'M;. """1;,. w;JI;,.",_ ,',c' ",'I>~ ~;,' ~":., :.i " } lOCKED 1N THE ClOSED POSITION l't...} " .. ".' ~1N:';;'GIOo" ,I. \ ,; ,:~. "~: ;J:~ .;',;?,'. .' , " I,' '" h ,.'" '~, :<~, " '....'~ '.... 'It'" " ,'. . THE OON1RACTOR SHALL ~ OOCUMDlTAnOJ!f ~1'ING ,,-:' ~/ '~'J. ~;~", :~.(.:.. ti'(' ::f~ ~~ : THATnti 0btJeu:. CHECK BACKfLOW PRE'IQIDC'4:..,OE.VK;t'dttAS BEEN,. ,~,I.., ;Z; i;,,;;~' ..;if, j'.1 ' TESTEO ,Wl'MN' ONE, YEAR AT ~ TIME. OFINST~:~ ~1S ' '~.. p. 4 'fo:'; ;;t> ~~J ,'$; ~;:,: ' wt<\&u, .......l!' Jg _'~ DC" Ir.... '.;. ,~':" ,) 1'! , 'P"""""R~(_"DROEBYRA~I':""'u~!JDME K _~ ' ' '}: i,~ ~, . ;~' .':\ :./, ii'~ ,;~>,~. ''I.>: ~r~.;8Y ,"'''''' nc.. r~Vw, . I AQ. .. ';,; i'.i.','" '''~it ',' APPROVEf), BY' satfNOL[ COUNTY'S CR~.. . C'F:JM", ,,' L ,P~:" .!, i;, .; ",/ :~: 12 ~.i, :" EXCEPT, AS 'REQUIRED TO flUSH UNES 'or CRtATER' TtfNIt;t$""IN' " 1.,.:.;' :'; .,)~S :.' ~. ;.,~ ~~ DIAMETER" THE TIE-IN VALVE SHALl. REkWNGl..OSEO IHtt SIWL' 8E":. ' "; Ii '~. I', "'; LOCKED 'IN THE CLOSEQ POSffiON BY THE'~ COMP.... TJ1E TIE-lN '"~ ..:' VALVE :SHAlL RawN LOCKED CLOSED UNlIL 'H! HeY ~ HAS . BEEN, ClfARED ,FOR USE BY FOEP AHQ AU. OTHIR fE~ AGEHCIES. UPON RECEIPT OF ClEARANCE fOR USE FJtOU" roEP AND ALL OlliER ' PERTtNalT. AGfNCtES. THE CONTRACTOR SlfAU. REUOVE UtE , ~~~OJ~~~~~~~"fION,.. ST~S ARE, ~ BE AU INS'rAUAl1()N AND MAINltNANCE or H T~Y JUMPER CONNECTION AND ASSOC~TEO BACKF\OW PREVENTION 0E'J1CL '. FrmNGS, VN..vE, ETC.. SHALL BE THE RESPONSI8lUlY OF 'l1iE CONTRACTOR. .'. . ,;'. ,'.i, _, ;.(". '. <', r:,: ~:',<~>" 1~~~~. <;'" " ." " , " '~" . '; '-"'.'" . . , "i' " "".: '.' '. . " " ," "::;' ~.;,._ r' ',,' , "':. :' " ':, "J ~ / ;>:, :~~ ~;',. ~~1 ""''',;, . :': l," . "-)0':;;';' " ",' ,; ~ \ ~'--",;-\ . .,' . . ", ~ ~ ',1. ~ ,\f" , , " ,: ,~ ... ~... .' .', ~ ,"~ , -,I. ;e .~ ;. ..,,", -'I, .. ~~," '-fl.";.' ->, ,.~ ~ ~ '! J I ':< " '. ,. . - ':.."',' ,r.':'l'~'.' ". ," ,:, ,',';, -.:. ,-..;.,;;,"" 1." ,A~ JU~'toNNECTlON JS" RtOUtREO, i\r AI.L '-C~~ "~LIXIS1lNG ACl1VE WATER _NS' AND PRQPOStO, NEW..' *~, , ',' "tiIAtN.~S. " , .' ):...,', ,~ . " I ,'" . ':lHE~ iiet:iiE IS 10 ~usm I'llIf~All"ijElV_ .' . .. OF !Hi'SrtE .fRO..'" E)(~ 'ACTf\IE"'WAG@"..tWWNs 1\r4f) rVIT 'f''''''.. ' 'OF, tDt Mt.INS UP 1't) '8 . otAWETER'lM' 1:$ "fP$" MlNfMUM VELJ : . fQR "POL~ BACTERtOl.OGtCAl: ~ ' Nff'Nf.'W WATER'MAtH ,." .:. ANY $Itt. . 1ft[ ~. COHNE'a'n~O Sf ~ 0MllL;:.. . ~~'\~~.. ~~()'lltI~ii$e FMoM THE, FlORIDA OEPARnENT 0F'2 ~ ' (f'OO'J) 4: OlHER,PPt.1lNENT AGENCIES HAS, ~ R iJ:f. ..' .CO. :tnU.m~ THfS' JUMPER CONNECTION stWJ.; ~ BE: " TO ~TAlN A .MUM PRESSURfc-OF 20 PSI- ,IN THE NEW IlAlNS ' THE' tIME AFTER, "', QlSINF'ECTJON' AND UN1ll 'Il€ FOEP 'CLEARANCe:: lETTER IS 'OBT~EO. ADEQUATE 'THRUST BLOCKING AND/OR RESTRAINTS, $HALL BEPROvt9EO 'TEMPOR.WLY. AS' QEOUfRED. PIPt ANI) mTIHGSOSE1) F'OR CONNECTING THE NEW PIPE 'TO THE EXISTING PIPE SHALL BE DtSINfECTEO PRIOR TO INSTAL~TION IN, ACCORDANCE WITH AWNA ~Jt..Jgg.2 EOITtON. THIS TAPPJNG SLEEVe' AND THE EXTERIOR OF' tHE ~ TO 9E TAPPED SHALL BE ~NFECTEO BY SPRAYING OR SWABeING PER StCTION It OF AW'JIA Ce51~9~. . i; ." . ClEAN WT RING ."QMR U.~F.~~C7e2,: " " /!(Tq ~~ -;)~ . ".~r '.~ ,:,....... 'f' #,' ". ,. - 2'",\" ~"~"~~'Y' " /~ ... 1.. ..~~~., ''\7*YWr&,></~ ,~, ., I ~X}X " .<)j~{,~ I ,"(~~. :' ~~ . "~% 7~Y, '<'~)J ~. .'*/,' ~/.. '~y>~y<< ~70 ,v ~ ">0 y~).; >><:~y~"'\;,, , y>. ~ '. /, ..>>./. ,>//. ~ P.V.C. PLUG ! ~ ',/./;;-',/ ~ 6. c. F1NISIfEO GRAOE' " 't- ;.. PAe SURFACE ,.p. ' \ '~jf " ..: " "'_.',,,,71 ')' " l'f 4. .. .' . ~.f.*, 5. . . ~.~ [;~'~\ ~~;' - ~ ~ -.', ',! .;',' ~;: D;:~' _ :~r , ' ,~If, ~.~<, '1.' ;t. " . .:-;. ~',... ~ " "t " "., 3. f'lUSHtNG, OF 10" DIAMETER AND lARGER WATER MAINS MAY BE DONE , THROUGH THE TIE -IN VALvt. UNDE~ VERY CONlROlLro CONOmONS. THE fOLLOWING PROCEDURES SHALt. BE fOlJ..QWED: A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN ll-lE PRESENCE Of THE UTlUlY. COMPANY AND ENGINEER TO VERIfY WATER TIGHTNESS PRfOft TO TIE-IN. VALVES WHICH ARE NOT WATERTIGHT SHALL SE REPtACED OR A NEW VALVE INSTALLED IMMEDIATELY ~ TO THE LEAKING VAL. VE. I THE TEMPORARY JUMPER CONNEcnON SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FlLL THE NEW WATER MAIN AND FOR PROvtOlNG WATER FOR BACTERIOLOGICAl. SAMPUNG Of THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. 7. , ~c.:-': ~. . :,~,."J ~~J / 6- P. V.C. ClEANOUT . ..' , . lfl' .'< (b ~.~, '. ~"..- * llf'w ~ --.. ~ '" .:" t' ", ,r:-'~ii;"*' <' .....~\' " ..~ t'r-~':':~i'~';' ">," ': : 1 i'" ;lffii~'Jlr }'\' ,~! i ,I, '. .,(/) ~''=' " ..~ ,',' "': :",;.,' , ':;", . . f~'. " f 'I'" 'r'~' ";;' ~:'..;- ;~ ,,'; ;~ 15. . ... >;<i~~ ~ ' a C) '() , ....' ~!.~ . , ::1~" '~ . '; " t~ ~ i :~ ill " '.,1 W! g ~.?it' . .,' .;- ., :I: " ii'.r:!"", :'. '~jj ~. ~ ..,.; ~,c tHliA . .. ~/ .... ~::a.I>e .. ,. .,^ 1. 2. J. 4. 5. 6. ~ a.EANOUTS TO BE LOCATED IN GRASS AREA Yt1iENE'f'ER POSSIBLE. CLEANOUTS SHALL NOT BE WSTAlLED IN TRAFFIC LANES OR AREAS UNDER HEAVY TRAFFIC lOADS. THE COVER 10 BE MARKED "r. Q.EANOUlS TO BE INSTAUED PRIOR TO WATER METER RELEASE. NO gO' BENOS SHALL BE USED FOR ClEANOUT INSTAU.A 'llOtl lHE OE'JElOPER,IPRoPERTY, o.e OR ASSIGNEE SHALL BE RESPONS18LE FOR CEANOUT INSTAUA noN PRIOR TO WATER MElER INSTAl.LA lION AS SPECtRED BY 1liE DEPAR'NENT. A CON~ CCllLAR MAY BE REQUIRED IF ClEANOUT IS LOCATED BETM:EN DRIVEWAYS. SPEQAl CONSlRUCllON DETAIL WIll BE REQUIRED. 8. o FlUSHING SHAlL NOT BE ATTEMPTED DURtNG PEAK DOAANO HOURS OF THE EXISTING WATER MAINS. ALL DOWNSTREAM VAl,.VES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. TIE-IN VAlVE SHALL. BE OPENED A FEW TURNS ONLY. ENSURING A PRESSURE DROP ACROSS THE VALVE IS ALWAYS GREATER THAN 10 PSI. ~"' ~r."~, .~ J o 7. o o TYPICAL CLEAHQUJ INST AL~A TIQIL SCHEDULE 40 GALVANIZED PIPE AND FITTINGS, OR TYPE K COPPER PIPE AND FITTINGS, OR SCHEDULE 80 PVC PIPE AND FITTINGS. ~ow PREVENTER-lYPE AS REQUIRED BY UTILITY r -- _:-:~~^___[~:__ ...r '4 .',.)- f 1l'~ t , , 1 t . ...... ...~'..., . ....... ...,..-,..,n~..;-:.. :.... ..:.: :;.;~,..:<.:.:".:,:.,,: t ......., ';;.: ,'..,:.':.:~:"::': '~;':::';':'/.':";'tr'"'' ...'......'.u ,...r,..'..,...t'.J..,.. ..x...:.:,;...:...., I ; It . ,>: ~ ,", '., ':';, ~ ,,'., ~ '..., - UNION '~'i' :",. "J'I 'j ~ ,..~ 't;\~' .. .~ .' '",~.:~; "I' !J;" : ,i.~ .. r,:~ , i:: Of'.........,:; "; d _..... .;' , F t! i~tl,/' &Ii .,... t:" 10' ,..." ~J ~ CURB 1 rd'.' . ~.. .. : . . '. '.,- :~ ','..~ . ,', ,'." METER BOX AND LID 1\ UNION 1 SET TO FINISHED GRADE. ~ z: :r I l J" ""'V / -V I 1 BALL-/ 12" TO 30" VALVES ABOVE GRADE NOTES: r- 4" TO 6- 1. A POSITIVE DIELECTRIC CONNECTION SHAlL BE MADE BEtWEEN AlL ~VANIZEO AND BRASS COMPONENTS. 2. METER SHAU. BE INSTAU..ED BElWEEN SlDEWAIJ( AND CURS WHERE APPlICABLE, OR AT PROPERlY UNE AND IN NO CASE SHAlL IT BE INSTALlED IN SIDEWAU< OR OTHER PAVED AAEAS. J. PAINT BFP AND PIPING WITH A PRIMER SUITED 10 BASE: MATERW.S. FlNISH WITH TWO COATS FORREST GREEN EXTERIOR DWoIEL 4. ON NEW INSTAU:ATIONS, THE BACKFLOW PREYENTlON DEVICE SHALL BE TESTED ACCORDING 10 'flit CITY Of' WINTER SPRINGS ~QUREMENTS BEFORE THE METER INSTAI..1.ATION CAN BE APPROVEO FOR USE. S, FOR RON)WAY CROSSINGS, AlL POLYETHYlENE SERVICE UNES SHAU. BE INSTALLED IN A SCHEDULE 40 PVC SLEE.VE. THE SlEEVE StW.1. HAVE A NOMINAL DIAMETER OF' A t.fINlWUM OF 1 INCH LARGE:R THAN THE SERVICE UNE DIAMETER. BUT NOT EXCEEDING 4 INCH NOMINAl.. ow.tETER. THE SLEEVE SHAll EXTEND A MINIMUM OF 12 INCHES. BEYOND THE OUTSID[ EDGE Of THE ROADWAY PAVEMENT AND/OR CUR8ING. SEAl. THE ANNUl.AA SPACE AT THE ENDS Of' THE CASING USING AN APPROVED. NON-SHR1NKING, MIN. 25 YEAA. SIUCONE CAl)LJ<. 6. POLY SERVICE UHE SIZE SHALL BE 2 INCH. .. i,.", .... \ FlNIS~ED7 GRAD/, -, , I;, I i~ fyillb .... Z ::::) '~ ..... C (.) ,(.) Q ..., , , .n~I':' . t: .C Jio " 1:. t . , r, , o " j; . , . ~ ' j" , t''' , < 'Mif'~J ; ,.~...; . " .~~- I l:rj'j :!:j I ilJ . ~ I o-TE WlUl . ... l~~~ I O.r.~, Dr~'1'bI ~ j---- f.. ______-.:......:..-J. f - lL. _..- '-' ... -', I. ;~' ) l WETER .. DR9 POlY - P€ 3408 2" DIAMETER CORP. STOP ~ DOUBLE STRAP SADDLE -'.011 ~ [ WATER MAIN fit,) ....--. ~. '~I 1>0;, " i"- . 'if ':.'. , . -.,,,. "'F , , "o. .. " .f'~" ,~~ ~ . '( :....~~ (, <I ~W,.l ,. t I I I t ~ -~ CURB STOP (LOCKING TYPE) t~ PtPt '\ \ \~ Q ?2_ I 11 , 3/4-, 1., 1 1/2. . 2- WATER METER It BACKFLOW PREVENTER CITY OF WINTER SPRINGS TEMPORARY JUMPER CONNECTIO~ . COMMERCIAL, INDUSTRIAL, AND MULTI-FAMILY SERVICES AIdl_+~ ~.l% I~I -~--~~ ~ ~u .: .. '. " F ~ J /. .. J ",' " ~ri,"""" B_' '. . . '.,f... '\ ~.~'z.. f, " cr: '~ ,'2 .. . UI .,'i.ki ,.'" :," ,., . ...... ,;" ..' , ..., .. ~~ .,:~; .. . '" ':~. '~.~. . .. . ~) :"'" I u.. '}'.;,.,: >.~0.\ " ~ ....F~' , <".." ......;,.~'.'.~.;~1 . : .. 'ell . :~~ ~ ,,'0 <:1>,.':.:1', ":. ~ .. '....!It', ,I~; ~ ~" L - I'~' [1;- '''~i,^,=-:~ ....:. :'i...!.' :-"1 ~ .'i~'" ' .~' r:'~ " '#- ~";} -,.. .~:~ p.", '~ ,.., ~ .,.},. r; 'a,.t:;~ .~~,h'~>~ !~ i.-},,' :~.~:,:~ \...., ,_~ . ~ ~ c~ r ' :.y<~::,~~ ~~ ~.~'~. _ . , ,~E 'I" ;':.~ "t.J! ,,~ 1. INSTALL f\JlL lENGTH JOINTS WI1H l'OTAl. NUM8ER OF JOINTS EQUAL. TO OR GREATER ~ ... '::'(1)<.: ?,:q: ~ SHOWN IN 1'H[ TABlE AND fOR neE TOTAl i:OUIVAlENT lENGni REQUIRED.,,~ ., ..:.~, ' :~'" ",,:~ ,:' Jr{; Q~:' ~ 2. WHEM 1WO OR WORE F1T'TINGS ME TOGErHOt USE FlTT1JrtG$ WHICH YItI.D TNE ~'~'.OF . . : ~.. ' ,~.;~.. \ .ilI, ~l'" J RE'STRNNED JOINTS. "> " Ii :~., . '-;'~. ::;:;;: .' ~', _ 3. CONTRAefOR s.-u. SUBMIT FOR ~ NIO co..~ DRAwrNC;S'F~ ~ JQeNr ~ " ' :tS~,~,"/' l' ;::,;~ ~;4, . ENGINEER APPftCJ\t'ED S~ DRAWINGS ~ 9E SU8W TO '1JoE. arv.... " \ '" , . " .\ .'; :~'" ~'. ~/ ~ ,:1" 4. :rHRUST a.ocK ~~ $i\W.R ANC),WAltR.... ~ StW.L'BE,~ W,'tHE:' .:; '_. " '" ~v!- I";, . '\>:,;;- ENGlNEErt. BASED ONQESIGM CONS1DERAltONS INCl." BUT'NO'{ ~._"~,' , ""1' ",.~f. ':...~'::' .l~, ~~, .f" PlPi'M'E, $O\l ~i, ~ 1YPE. OEPTH or ~'., , ',:~,~"~-:i" i(~\';\~'~~f: ;Z;'<'~~J ,~ ' SAFEn' FN::tOR., ',.,,', . . . '. .,- " .. .c..., '.. .i." I" ~";,!i,' ;."" r~~' '>f?' ,5. THlSQWWWAS~.$II$iED'uPONNlNMC900FORlHRlISf~OI' ".t" ,." '+",': ".' ',,' :.-f.",I}~,' .--;' -:~ P.'C'~~:'(1~l *.P$J WORI<JNC~. (2.) J E'En'C:lf~'. a:.,:, ':' 4, " .~~" . (3.) tA\'IIiI$ ~ IJO. "FOIt,.MNOjSIlT(5a]t)'8ACKFILJ.. ~".;;" ..'. ,~X ><, '.'~'. ,'~"~ .. ~.~~'~ ,< '~~ ":..... -' ~!~\~' ':t~., (4.) .USING -If. SN'nY FACTQft..Of',2b. .. ;". ' '. r . '. I';"" " " ,.,' , ., _:' . " "':.:~;; ~~;., , . ". ~':,..f,; , ?'t'~,;i .: . ~" .\ ,,/. "" . , fl.'; '.. ~ ~~ 't ~" .......... ~. ,., ,;' 'J.' " '<':~:~}~ :.,' t:; , ,~. :'~ ~fI :. " . :;." ~ .~. ~.\'~. ~ ':', ~.-:. "" 'E'l: ...(~ ".... y . I.' ).. ,; r t: i. ~ " ..~ '.",' 1-~ ,.';'''.,~,,, ..",. -" .."'/~ ; ,- l~ ,,~~ ','" ',\ .-" ". !:i\,,':i:~'.:~ ,.~,,\.:,,;, ,~,.:,'"'~-,::;, ';': ~:~ '~~~f,!;':,:~: "'-'.H;'j i"" "..,....:~~,:;",.. >!-~-.,>~..:~-:;: '", O~7~ll,';~M'~A. ~:)~ : ,': 0.:,;,:" ,," ,., .,",,'; , ... '.; "'" ,.<.. ':i:, o , -', SECTION AA SECTION 88 .,. ~~ \ ~ ~E} I ~ I prj ~~I~ . . ; :J-- ',' , ~ .. . I t I J8 Ey Y EV SECTION CC ~f11 ~\ j ~ :::;:.-r:l --', N it f'ImNQS SECTION DO " Y Toe Of lIIepe MINIMUM LENGTH OF RESTRAINED PIPE TO BE INSTAlLED ON EACH SIDE OF FlTTING Toe Of $tape t'I'E SIll (lIOa) e 10 M ISOMETRIC ISOMETRIC 4 ..- \.tTI I I ""..L~F~ j.u:t "'- FIt. '" T... ~ ..... 11t) SEen<>>! EE .v..s And &.low SIN c.-.t ..... CIIet Of fGllrtc T. .. ........, lit eo.t 01 lfancI c.r-t RIpnIp . 12 1t ICI' III!ND 4S' IIEIID 22 t/r 101) 11 ". mID MllIIeH mt lft' '1lfAD DIM '14- I 30 ~r;-.:J !Ie 12 . . It 38 if7 llO D M " .. U-TYPE _ Efl)WAU.8 13 . ,. 18 ~ ~ ~~ , . 4 8 If . 14 ,. 2 28 J 5 '12 1 u . , \.lII 'HI 4 5 48 .. 14 31 13 <<TAILS FOR SIflfCLE METAL PIPE ARCH CUl~RTS NCnE; f.".... IMtGI ... .... ~ IpOCIIItg ~ an:h ~X II 110 131 no4 SEClION M tJ&l ~ ~,~ ,.)3 ~C11ON as '. '.. MfENSlONS. AND OUANltllES FOR METAL PIP( ARCH CUlVERTS 'DlmeMlona', Qufntlty of Sand-Cement RIprop In Co. VdlI. f<< One Endwoll '. Z Fe'1 Rif' r~1 SIoHa far.' ,srooee - 11.- ~ ~ 1 - ,_.... i- - ~~ t.'''.. NOTES: - ',; ,;,' . ": X. I _ ~ 1_ 1- '/ :r~ 18 . SECTK>>f cc . . SEC110N DO . F1I.... , Graltt FII .... '-' t..- ...~ ..LJ%1 "j D---. ::,.,~.:: -~,'; > , ' ':--r :k?~... , ~~, ~~ . .\'::'rr" ~H "'.:j . 1.1 .:..... '. ~ ' .,,7/ . CiiJ ':~ \tY~'~tt~ . :;,' . ........ lit Of', . ' .,' '.." '. ,..~.... .' i,." " " .' '".:- DUAl\. FOR SINGlE ~ "\f'.R'T .. . \ .' .... t........""" ___. ' " ~ ,., ~ " ,- ~ ..,4. " ') .' ' " ~~~~:\~:/.~" <~~/':~~:~ ":' '; ...:.. .,' ~:..."<.'.:.... ,., " .*til. :; ,'.. , ,'(., ". , ,!'~ . ' " , " ~~ i- r"r- "" tlD: ~~ :~~t "I 12A ,'~ ~ tiIJt ... lC:-U-1. ", '. 'I L. " . " " . ",; '.,' "~:t\..~~. ~ " '" .' '.: " -. ')';,~,," ." ';'.' ...."...... ~!ION$ AHll , ~0l ' ',y:;,'., '. , I .. f,,'21.. " ", J: }' j f bh ',)( ''.F ....' ~.v' ." ) ~..':.~-,.,~ ~" .. ,f'0I!t ~"'PIPE .QJLVERTS.':I . , '. ~.,: .:. > ~ .of temenl ,ltD'a>>' TnQj. .,.. fw an. u.aI : -. f'or+:~!:: Flit'S:' ._ "; .... .. "~' .' 1 ;, ... J~. ,. . Wi " ..::~~~~j )!1 " if * -' · 't . ".; , '. i~ .... , . ': "~,;. " .. :,:t.. , 1 ~~~ l'~' ~ , ,. ," , <.).. . ';:;"<"~',: ',;:" , ",;:~:'''':'',;' ,",.-",;',.'!, .." .'v. , ' ./-.,;4;. ,,', ",j~::;,.,. t"'; .' '-~'" ! ~ "- ..,. ':, _.' . ~ ',:.. ,. .... " ,,',""~:*, ;:.':-1;:'" ;;t' ,~. " '>, ~ . > . ~ '~-' -~:": . \ - .:'.:, ". ;, ..:. ," ,,' " , ':' " ... ., " '., ~~.~{~:~ ' :~:i~t, "'-: ::" . ~ if-','" "--:;'5' ~~ : }'~'s~.~" ,,"" ~~ ~.~,;to : .~:&f~,,-. '. _...~' :': 'l~ \;:: ,., :., ," , ' .'. , .';. "';' . , ' ... ,'~ ~ ~,';".' ;..(l ~. ~ -:.:. ~ :!t,,, - :'~, _ I" " '. ~,)';'" . ,"', ,"1':';:' . " ~.," ~~"'" . '. , .- .',~ _ ..,;.'..... .,': "'''.i:'~~,,~;''':: .' , .,";}-- ,T',,:4". , ", ." _,:,~ t . .t-."', ... _, oJ" ,,>: ' , .\"~, . ' .,,~"" "~.:1'~:. .~" .~. ~.., -;:: " .\ 'JA " ,~-' ,----- ' .... .euJQC 'CIIQlI) "LDrmt COMCRr1l! ^ ~'MriM." 1IIQf1l~.' , ".aaoc' '~~ ~y.... AS fOUN) FtOaD _lRMCIltAlt' MAP lICe ,....,.. ....... , ===r ' =1IIk , .. GEIlIlt lie WJmCM. DA'Mt Clf'J"OAL RICXlRDS Pl.A T 8OCJ( fIlAT PAC PBIiINUT CCIN1IIClt. PQIIT RADIUS ' ~~PFE IIClHf 01' WAY , 1ItliPItClNE 1DFClIWIY IBICH MMK 'ftp ,~ IWI( - ~t . POIn OF .1JI.~ PMCB.) ~8(W OF V"'-'OF WAY OF ~ ROAD . NOInHIJI.y LINE OF UNPLA'nID PART OF "II..cICK r ,D,A. ~'S -..-v OF _ LlW GRMT CIl UlICE ..... P'" 1.... 5. D.R. 4tITCH~ . S SUR"'t)' PLA; o;n:?!.~ LeV)' -VI"{ 7 GR,A t... , PAG~ "'Y; ON .5 ~I(~ ~SSl.JP <8 ,C" )'.: .".", . .' .: .. YM,W ~.... .... MoWfClLE. ...,..:-..cu ...._~ lIME ..H'tIl!IUNT UM~'. "'~ . ~~. ,. ~......' SGN, ....u..lS ""',. ~'8HoT - - - . '. ~ - <9 - "~' , .........- , . tft-9': +- ~~ " ",.' .~ ~ :', Jo "-i ,LEG'At ,DESCRIPTION(PER aJENT) 'Nl UNPLA11ED PMr OF BI.OCK -e- ..... IS ON THE trI'tHELL ~OF'lHE' u.w QIWft, ON lAKE JESSUP,. . PlAT 800'('~. MGE' O. OF THE PUBlIC RECORDS OF , liuik;iu,fION Of' llfE. Q$1ERlY R/W OF 1lfE OVIEDO- '\ VNP,lAlTED PARTOF'.$M) BlOCK ,-. RUN $38"00'15""E. ftGt). &20 FEET. 'lHQtCE N5CTQe'45"'E 335.54 FEET 10 aACk. "8-, lHENC( tr1T4O"15'"W AL.ONQ SAID NOR1li ,.'< t' ", T...... 2 R/C '1RAV IlJD ELEV.-47.$f ~ ~8;:- "'*eet . ;~ '.,. stDE Of <MEDO-SANFORO BRtCI< RCW) OF D.R. 10 THE PlAT 'THEREOF AS RECORDED IN COUNlY, flORIDA; lESS BEGIN AT THE OR[) ROAD AN() 1HE NOR'THERLY UNE OF THE ONG THE EASTERl..Y R/W OF OVIEDO-SANFORD NORTH UNE OF THE UNPlATTED PART Of SAID 618.88 FEET TO THE POINT OF BEGINNING. ,~, . J ~ ' , .. . . "./ " .' ,," . .. ':~rveyor' S Notes: 1. Not ...... wIthOut OM..~.and .the original ~;~ ~ and Mapper. 2. ,The ~...... ~ .... not ab.b(k.1:ed for rfgh -",*",. ~lp. Qr other Inetrum.,ta of NCOr "t ~{ i' t:rg ..-;. ,; e.4' S' ~'C 4f... ...~ ~~" F j,':i ... 'IJ #4'81t'J ~~ "'''' " ~ (.f ~. ~I ~~iI of-way, by ttII8 firm. yllne pnMded '3, the' 8M1hga ihown ....eon en baNd on tlte North hClW)~ (:I" beartnt of N 7r40'15- W,,.. legal ~ by client " . 4. .... .e..cn. .. ~ IIhown tweoft en per ~red ""'... 0........ noted. 5.. ..'...~ouncf ut.... thown how beIn located field ."...y , 'lnformatioil andexlatlng draw. 'The SUneF m no guarant... thGt the UI~d utIItIes tho. co..~ all utIJtlea In N .... ..., In MnIce or ~ The Su further doeII '., ' not .....t.thot the undergtwncl utIltIea eown en 1ft the exact . IocafJon ~" although he doee ~ that the ore located oa CICICuroteIy . ~e from Informatfon G\lQIabI.. s..n.,or holt ,!ot ph~,~. the undtr90und utlltJea. ..'$., EIMtIon. lit... t-.on en boeeci on ~fnoIe ,;:,ii~tto. ~, -'-$1.443; beIn9 dIecrtbed _-P.K. ,'.... - In top 01 catch boeIn at SE comer of Tu " 'ht.-ood, BIud.. w+ 1- E. of C/l of Tu8lcawllo CIli;:TrobNad~. ,.' , , ". ' ,", ". c . ~~' . . , '. r .: ' . . . . . ':" ... PNPerty IhOWn IMreon appeara to"'''' ZOM . '." ,:Map ~No. 12117COt35 E. dcNd Ap&1I 17. 1011a. ,',' .' .'.. ~ 'Rate_ .. not. o.,;wy. F100cI Zone .. ,. r ,~ 'e' 1.. ,". '.1, 88'lch Wartc & Sem. Co. o Road and and 25' +j- S. "' ,. "';. ,),'.8. lh18~' woe prepcnd wfthout tit. ~ 010 n ::/(~ ... ',~-:. .. : , :Ill: ~i<: . - - ~ ~ t . . '#': .:., .f; 41.88 , INV.-38.33 1NV.-J8.35 , ~ ....:"" .,'''/ , , .'\. ,;. .r " ~ , ' .~ . ~', .~'" . ~ ,"j; ',<.. , ". .~' " ", t~, . ';. ~'. \:~ . , :" ~.' P LIMINARY~, . Bounday!Topographic . Surie",;. Propose ;"TUskal,rilla Pla.zl1";:' . ~ Tuskow,illa Road Seminot.-:'County, Florida A.L~T.A. <t$~ 1 ,'. f, . "~ ...."Ii. 'i~ ",' :' ~ ,.,'-," r"',,,".. ' . ..., ;, VICINITY MAP NOT TO SCALE o c .. ~l\~ (J) C . '~, . t_ "\ "I, / f , !Jj: "f $" <l:>. C.......,. "::\ . ..- 21 I- . ~ ~..~ (J) C W ~ -0 .- > <( ~ ~ ~. ~ ~ GRAPHIC SCALE o f 10 100 aoo f I I (INFDT) 1 iDoh - 100 It. , ; (J) C .- ~ .. ~ .i ~ g It (f)-I cn~ .,; - " ..~"'" ~. ': .....)". 4~: ",:" 'w} ,0', :;:;:4 ... S ..3 ''''', " '" .':,: ~:...:,' -"/ . 0(' 8 ... I . ... " ..~'. ~.." '. ~ <.'t, ' ~ ~< ';' t. .'" ~~ . :' 1(' ., ;).'(., -';. I / "'.: ..... ; .; : , &-~ ',1', "'! ~~I.t" ' . .' If' " ,"~ ..", (' ., , ~~.' " ~:., , ~, ..,,"~~o ,~ ,,~~, ; ~, :./- , ' ,. ., , -~. " .,' .' ,tf ct ~ ~ ~ \ ~ ? ~ ,....." "; \\< ~;.. , \\~ '\ '. ~ ~ \ \ \, :\ '~ .,." \ \, .~\\ \ \ , \ \, \ \, '\,\\ '" "\ i ,'\ .-:,,' .~ , '''\. \}, .\ ,.\ ", \. ", \ " ", - 60' .r. '" \ \ \ \ ''- \ , TO Co'TV t:IF _TEll SPIIINCS , r.cutCllCN S~'TEIl Rlnlt TO . 1\JSIU\'jlIt l ~ 1W40 _O>/EMl>lT 'i. P\.AH$ \\ \\ \\ 120' I 60' j, ',. 1 o' ~ SCALE:, #".~-:-: -.... ----' ..."". ." - "-, "...-:...... ~~~~ ... ,.. .~,.~~ .., 'r- '';'''' , "- o;;.J \. -" I ,.,;... ; ~/ / ' ./,$ /.. '" ./. . ,.(J' .' . .'~.:;. .1>"0' BLDG AREA (SF) TOTAL PARKING +787 SPACES -58 SPACES 709 SPACES PHASE NUMBER 1.' 2 3 1, 2, ~ ~ ,..d '\ .j... / ~"'~,..i~...~ '- " .' ....~ ,,,.....-r' ,~.,;......... \, - \:-" \, \: \. , '( ~'., \;, \' .; ~\ :\ '\ \, ./'" :"-" -...;: .~ ........ ~ /' /' \. \ " . , .: \..-~ /,--'"" 216,550 28 850 24~,200 ..'. r':'1' ~. ~".". ........ .... .' .... :.;r, N'; ..,. /'~~ ~- . ,,/ ,r< ":.<4:, ~ ' l+ ,,' ~ /~, ,,,.,, " \, \. '\' " ~~\ ,\ \ ,\ ,\ iii ~ w ~ I , i . >.~.# '"~ f ~ '\ .\ '\ \ " ". _. /",,, ,./ 1:?: ;/ i- ,~' . ,-.~ " \ , \ " \'\ \1; '\. .( " \ NOT INCI.1a'.D "~' 64.f" / ~., ;<~" ~, ~;~;" ~. ~9V / ..... J ~~:' /,/ -d /" ,~ ,.\. , ,/ ~)', v~ /J" vi 0;7' 1",. . ~ c G,,~,>../( ),.. .' O~/' .;>' '~~' / .' ~"J;/ /./@". . . .- ,/ ,/ / ,~/ /' /' /'" /' /' /' /' /' /' /'" /'" /' /' " ,.\ /' ,/ , 'v' I""~'P .~ \. /' \, . \' . . \ \, t:~ v; /' .2 RET~ ONE SI'ORY' w~ ~~ w~ " ~A ,...;' /' ",' ,/ /' /' /' " ,/ /' ,'" ",/ /' ,'" ,/ /' " t. . 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